HomeMy WebLinkAbout~Master - March 25, 2025 Regular Meeting of the Ames City Council1.Motion approving payment of claims
2.Motion approving Summary of Minutes of Regular City Council Meeting on March 11, 2025
3.Motion approving Report of Change Orders for period March 1-15, 2025
4.Motion approving Premises Update for Class C Retail Alcohol License with Outdoor Service -
Outlaws Bar, 2522 Chamberlain Street
5.Motion approving Premise Update for Class E Retail Alcohol License - Kum & Go #0217, 3111
South Duff Avenue
6.Motion approving new 5 - Day (May 13 - May 17, 2025) for a Special Class C Retail Alcohol
License with Outdoor Service- Lucky Wife Wine Slushies, 5th Street, Pending Dramshop Review
7.Motion approving a new 5-Day (April 22 - April 2, 2025) for a Special Class C Retail Alcohol
License with Outdoor Service - Apres Bar Co., 1930 East 13th Street, Pending Dramshop Review
8.Motion approving new Class E Retail Alcohol License - Casey's #4472, 3406 Lincoln Way,
Pending Favorable Inspections
9.Motion approving the renewal of the following Beer Permits, Wine Permits, and Liquor Licenses:
a. Dangerous Curves, 111 5th Street, Class C Retail Alcohol License
b. Cinemark Movies 12, 1317 Buckeye Avenue, Class C Retail Alcohol License
c. Cornbred BBQ, 526 Main Street Ste 106, Class C Retail Alcohol License with Outdoor
Service and Catering Privilege
10.Motion accepting Fitch Family Indoor Aquatic Center Monthly Update
11.Resolution approving and adopting Supplement No. 2025-2 to the Ames Municipal Code
12.Resolution adopting 2025 Electric Reliability Plan
13.Resolution awarding a one-year extension to Stratus Building Solutions, of West Des Moines, IA
for Custodial Services at City Hall in the amount not to exceed $84,962.00
14.Resolution awarding contract extension for FY 2025/26 to Waste Management of Ames, IA, for
Hauling Services to the Boone County Landfill in the amount of $20.48/ton
15.Resolution approving Change Order No. 1 to Van Maanen Electric, Inc. of Newton, IA for
2023/24 Intelligent Transportation System Program (Phase 3)
AGENDA
REGULAR MEETING OF THE AMES CITY COUNCIL
COUNCIL CHAMBERS - CITY HALL
MARCH 25, 2025
NOTICE TO THE PUBLIC: The Mayor and City Council welcome comments from
the public during discussion. The Standards of Decorum, posted at the door and
available on the City website, define respectful conduct for public participation. If you
wish to speak, please fill out the form on the tablet outside the door to the Council
Chambers or scan the QR Code to the right to fill out the same form on a personal
device. When your name is called, please step to the microphone, state your name for
the record, and keep your comments brief so that others may have the opportunity to speak.
REGULAR MEETING OF THE AMES CITY COUNCIL**
**Regular City Council Meeting will immediately follow the meeting of the Ames Area
Metropolitan Planning Organization Transportation Policy Committee.
CALL TO ORDER: 6:00 p.m.
CONSENT AGENDA : All items listed under the Consent Agenda will be enacted by one motion.
There will be no separate discussion of these items unless a request is made prior to the time the
Council members vote on the motion.
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16.Resolution approving Change Order No. 1 to SVPA Architects, West Des Moines, IA, for
architectural services for the Parks Maintenance Facility Project in the amount of $23,250
17.Resolution approving preliminary plans and specifications for the 2024/25 Airport Entryway
Improvements (Entry Road), setting April 16, 2025, as the bid due date and April 22, 2025, as date
of Public Hearing
18.Resolution accepting Baker Subdivision Geothermal Well Installations project as completed by
Thorpe Water Development Company, of Ankeny, Iowa, in the amount of $227,208.31
19.Annexation of Ames Golf and Country Club and Irons Subdivision:
a. Report from City Attorney and Fire Chief
b. Decision regarding annexation of Ames Golf and Country Club and Irons
20.Resolution approving Memorandum of Understanding with Ames Regional Economic Alliance to
identify a developer for City surplus land located at the Harrison and Welbeck intersection
21.Review Draft Urban Revitalization Area and Plan for the Southeast 5th Street
a. Resolution setting a date of public hearing for May 13, 2025
22.Resource Recovery & Recycling Campus Real Estate Purchases:
a. Resolution approving Real Estate Purchase Agreement for 306, 312, and 318 Freel Drive
b. Resolution approving Real Estate Installment Contract for 220 and 400 Freel Drive
23.Discussion on Council Connect opportunities
24.Discussion on the viability of the Campus and Community Commission
25.Alternative Landscaping Plan for 329 SE 5th Street:
a. Resolution approving Major Site Development Plan for Alternative Landscaping
26.Hearing on proposal to enter into an Essential Purpose Loan Agreement and General Purpose Loan
Agreement:
a. Resolution taking additional action on proposal to enter into a General Obligation Loan
Agreements, combining Loan Agreements, and providing for the levy of taxes to pay
General Obligation Corporate Purpose Bonds, Series 2025
27.Hearing on 2024/25 Intelligent Transportation System Program (Phase 4):
a. Motion accepting the report of bids
b. Resolution approving final plans and specifications and awarding a contract to Van Maanen
Electric, Inc. of Newton, Iowa in the amount of $2,200,000
28.Second reading relating to a Zoning Text Amendment to Chapter 29 of the Municipal Code to
Create Townhome Building Type Standards
29.Rezoning of property at 5119 Lincoln Way & 5001 Lincoln Way from Agricultural (A) to
Suburban Residential Low Density (FS-RL) with Master Plan:
a. Resolution approving Rezoning Agreement with Master Plan
PUBLIC FORUM : This is a time set aside for comments from the public on topics of City business
other than those listed on this agenda. Please understand that the Council will not take any action on
your comments at this meeting due to requirements of the Open Meetings Law, but may do so at a
future meeting.
PLANNING AND HOUSING:
PUBLIC WORKS :
ADMINISTRATION:
HEARINGS:
ORDINANCES:
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b. Third reading and adoption of ORDINANCE NO. 4550
30.Third reading and adoption of ORDINANCE NO. 4551 amendment to Section 2.45 of the
Municipal Code, Duties and Powers of the City Manager, to authorize delegation
31.Participation with agencies, boards, and commissions:
a. Discover Ames (ACVB)
b. Ames Regional Economic Alliance (AREA)
c. Story County Emergency Management Agency (SCEMA)
d. Ames Transit Agency Board of Trustees
32.Motion to hold Closed Session as provided by Section 21.5(1)(j), Code of Iowa, to discuss
purchase of particular real estate and Section 20.17(3), Code of Iowa, to discuss collective
bargaining strategy
a. Motion directing staff regarding real estate matters
b. Resolution approving collective bargaining agreement with International Union of
Operating Engineers, Local 234 (Power Plant) for July 1, 2025, through June 30, 2028
DISPOSITION OF COMMUNICATIONS TO COUNCIL:
REPORT OF GOVERNING BODY:
CLOSED SESSION:
COUNCIL COMMENTS:
ADJOURNMENT:
Please note that this agenda may be changed up to 24 hours before the meeting time as provided
by Section 21.4(2), Code of Iowa.
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To:Mayor and City Council
From:City Clerk's Office
Date:March 21, 2025
Subject:Approval of Minutes
Item No. 2
MEMO
Attached are the minutes for the Regular Meeting of the Ames City Council on March 11,
2025, for your review and consideration.
ATTACHMENT(S):
C25-0311 Summary.pdf
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
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SUMMARY MINUTES OF THE REGULAR MEETING OF THE AMES CITY
COUNCIL
AMES, IOWA MARCH 11, 2025
The Regular Meeting of the Ames City Council was called to order by Mayor John Haila at 6:02
p.m. on the 11th day of March 2025, in the City Council Chambers in City Hall, 515 Clark Avenue,
pursuant to law. Present were City Council Members Bronwyn Beatty-Hansen, Amber Corrieri,
Tim Gartin, Rachel Junck, and Anita Rollins. Ex officio Emily Boland was also present. Council
Member Gloria Betcher joined the meeting telephonically.
Mayor Haila noted the City Council was working from an amended agenda with Item No. 6
withdrawn from consideration, Item No. 10 being presented on behalf of the Ames Regional
Economic Alliance, the addition of an item regarding the CBDG Infrastructure program to consent,
and a date change for Item No. 36.
CONSENT AGENDA: Moved by Corrieri, seconded by Gartin, to approve the consent agenda.
1. Motion approving payment of claims
2. Motion approving Summary of Minutes of Regular City Council Meeting on February 25,
2025, and Special Meeting on February 21, 2025
3. Motion approving Report of Change Orders for period February 16-28, 2025
4. Motion approving Premise Update for Class C Retail Alcohol License - Levy @ Scheman
Building, 1805 Center Street
5. Motion approving new 5-Day (April 11 - April 15, 2025) License for Class C Retail
Alcohol License with Outdoor Service - Mucky Duck, 3100 South Duff Avenue, Pending
Dramshop Review
6. Motion approving new 5-Day (April 4 - April 8, 2025) Class C Retail Alcohol License,
Mucky Duck Pub, 2601 East 13th Street, Pending Dramshop Review
7. Motion approving the renewal of the following Beer Permits, Wine Permits, and Liquor
Licenses:
a. Kwik Spirits #530, 204 S. Duff Ave, Class E Retail Alcohol License
b. Wal-Mart Store #749, 3105 Grand Ave, Class E Retail Alcohol License
c. World Liquor & Tobacco + Vapors, 111 Duff Ave, Class E Retail Alcohol License
d. SipN'Smoke, 4518 Mortensen Road Suite #109, Class E Retail Alcohol License
8. Motion approving the Ames Police Department's application for, and participation in,
the 2026 Governor's Traffic Safety Bureau (GTSB) Enforcement Grant Program
9. Requests for Greek Week Olympics, Saturday, April 5, 2025:
a. Motion approving blanket Temporary Obstruction Permit for the closed area
b. RESOLUTION NO. 25-075 approving the closure of Ash Avenue, Lynn Avenue,
Sunset Drive, Gray Avenue, Greeley Street, and Pearson Avenue from 8:00 a.m.
to 6:00 p.m. on April 5, 2025
10. Requests from Ames Main Street for the Ames Summertime Series - Campustown on
June 18, 2025:
a. Motion approving Blanket Temporary Obstruction Permit
b. Motion approving Blanket Vendor Permit
c. RESOLUTION NO. 25-076 approving closure of Campustown Lot Z and 26 on-
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street metered parking spaces
d. RESOLUTION NO. 25-077 approving waiver of fees for Blanket Vendor Permit
(Loss of $50 to the City Clerk’s Office)
e. RESOLUTION NO. 25-078 approving/motion denying waiver of parking fees and
enforcement ($175 Loss to the Parking Fund)
11. Requests for Midnight Madness on July 18, 2025:
a. RESOLUTION NO. 25-079 approving partial street closures of Kellogg Avenue
from 12th Street to 5th Street, 11th and 12th Street from Burnett Avenue to Kellogg
Avenue, 5th Street from Kellogg Avenue to Pearle Avenue, Main
Street/Northwestern Avenue from Pearle Avenue to 9th Street, 9th Street from
Northwestern Avenue to Hodge Avenue, Hodge Avenue from 9th Street to 7th Street,
and 7th Street from Northwestern Avenue to Hodge Avenue for the race route
b. RESOLUTION NO. 25-080 approving closure of Burnett Avenue from 5th Street to
6th Street for post-race activities
12. RESOLUTION NO. 25-082 approving appointments to various Boards and Commissions
13. RESOLUTION NO. 25-081 approving Letter of Intent with Greenfield Wind Farm
Developer
14. RESOLUTION NO. 25-083 setting the date for Public Hearings on proposals to enter
into a General Obligation Loan Agreements and to borrow money thereunder
15. Skill-Based Pay Program for Certain City Positions:
a. RESOLUTION NO. 25-084 approving the Skill-Based Pay Plan
b. RESOLUTION NO. 25-085 amending the 2024/25 Pay Plan to incorporate Utility
Maintenance I and Utility Maintenance II class specifications and rates of pay
16. RESOLUTION NO. 25-086 awarding contract to Ring Central, Inc. of Belmont,
California, for a Hosted Voice Over Internet Protocol (VoIP) Phone System in an amount
not to exceed $143,824
17. RESOLUTION NO. 25-087 awarding contract to Workspace, Inc. (Iowa Office Interiors),
of Ames, IA, in the amount of $130,170.89 for new office furniture for various City
departments
18. RESOLUTION NO. 25-088 awarding contract to Southwest Electric Company of
Oklahoma City, OK, for substation transformer maintenance and repair services for the
Electric Department's Technical Services Division in the amount of $98,820.92
19. RESOLUTION NO. 25-089 awarding contract to Play-Pro Recreation, of Clive, IA, for
Playground Equipment and Installation for the Park at Baker Subdivision in the amount of
$68,220 with funding through the Community Development Block Grant (CDBG)
Program
20. RESOLUTION NO. 25-090 awarding contract to Boland Recreation, Inc., of
Marshalltown, IA, for Playground Equipment for Christofferson Park in the amount of
$67,000
21. RESOLUTION NO. 25-091 awarding contract to Boland Recreation, Inc., of
Marshalltown, IA, for Playground Equipment for Patio Homes West Park in the amount of
$67,000
22. RESOLUTION NO. 25-092 awarding contract to Van Wall Equipment of Madrid, IA, for
one (1) fairway mower with sun canopy for $68,848
23. RESOLUTION NO. 25-093 awarding contract to Deyarman of Ames, IA, for the purchase
of one (1) 2024 RAM 2500 Tradesman crew cab 4WD with EBY aluminum utility body
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for the Electric Meter Division in the amount of $58,590.00
24. RESOLUTION NO. 25-094 approving Electric Utility Easement on State of Iowa Property
25. RESOLUTION NO. 25-095 approving preliminary plans and specifications for an
Emergency Generator System for the Power Plant, and setting April 23, 2025, as the bid
due date, and May 13, 2025, as date of Public Hearing and award of contract
26. RESOLUTION NO. 25-096 approving preliminary plans and specifications for 69kV
Transmission Line Reconstruction and setting April 9, 2025, as the bid due date, and April
22, 2025, as date of Public Hearing and award of contract
27. RESOLUTION NO. 25-097 approving preliminary plans and specifications for the Low
Point Drainage Improvements, setting April 2, 2025, as the bid due date and April 8, 2025,
as the date of Public Hearing
28. RESOLUTION NO. 25-098 approving preliminary plans and specifications for the
2024/25 Pavement Restoration -Slurry Seal Program setting April 2, 2025, as the bid due
date and April 8, 2025, as the date of Public Hearing
29. RESOLUTION NO. 25-099 approving contract and bond for the 2023/24 Stormwater
Erosion Control Program (College Creek Bank Stabilization - Hemingway Drive) with
Jackson Contracting, LLC, of Des Moines, Iowa
30. RESOLUTION NO. 25-100 approving contract and bond for the 2024/25 Arterial Street
Pavement Improvements (Hyland Ave) project with All Star Concrete LLC, of Johnston,
Iowa
31. RESOLUTION NO. 25-101 approving contract and bond for the 2024/25 Shared Use Path
System Expansion (Skunk River) with Howrey Construction, Inc., of Bondurant, Iowa
32. RESOLUTION NO. 25-102 approving Change Order No. 2 to Ritts Law Firm, PLLC, of
Alexandria, Virginia, for Legal Services for the Power Plant, in the amount of $25,000
Additional Item: RESOLUTION NO. 25-111 approving preliminary plans and specifications
for the 2023/24 CDBG Infrastructure Program (N Russell Avenue - N 2nd Street to N 4th Street)
project, setting April 2, 2025, as the bid due date and April 8, 2025, as the date of Public Hearing
Roll Call Vote: 6-0. Motions/Resolutions declared carried/adopted unanimously, signed by the
Mayor, and hereby made a portion of these Minutes.
PUBLIC FORUM: Mayor Haila opened the Public Forum.
Charles Pearson expressed his hope to collaborate with the Ames Human Relations Commission
and the Historic Preservation Commission to identify Civil Rights stops throughout the City.
Mayor Haila closed the Public Forum when no one came forward to speak.
UPDATE ON APPLICATIONS RECEIVED FOR NORTH AMES VOLUNTARY
ANNEXATION OF MULTIPLE PROPERTIES GENERALLY BETWEEN GEORGE W.
CARVER AVENUE AND HYDE AVENUE: Planner Amelia Schoeneman and Director of
Planning and Housing Kelly Diekmann presented the update and reviewed the proposed options
for City Council action.
Mayor Haila opened the Public Input.
Darryle Vegge, Ron DeJongh, and Chris Gardner spoke to express their opposition to the
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annexation.
Mayor Haila closed the Public Input when no one else came forward to speak.
Moved by Corrieri, seconded by Junck, to approve Alternative #2 a.) initiate an 80/20 annexation
of the approximately 238 acres along George W. Carver and Hyde related to the Borgmeyer
application.
Vote on Motion: 6-0. Motion declared carried unanimously.
Moved by Corrieri, seconded by Junck, to request the City Attorney provide a memo responding
to correspondence received from the Ames Golf and Country Club and ask the Fire Chief evaluate
existing water pressure in the annexation area to be discussed at the March 25, 2025, Regular
Meeting of the City Council.
Vote on Motion: 6-0. Motion declared carried unanimously.
JT WAREHOUSE SUBDIVISION ON E 13TH STREET AGREEMENT CHANGES: Director
Diekmann reviewed the proposed changes.
Mayor Haila opened and closed the Public Input when no one came forward to speak.
Moved by Gartin, seconded by Beatty-Hansen, to adopt RESOLUTION NO. 25-103 Amending
Public Improvements Agreement to extend it until September 27, 2026, contingent upon acceptance
of the current financial security or updated financial security to the satisfaction of the City Attorney
as it relates to the amended agreement.
Roll Call Vote: 5-0-1, Betcher abstaining due to lack of information. Resolution declared adopted
unanimously, signed by the Mayor, and hereby made a portion of these Minutes.
Moved by Gartin, seconded by Beatty-Hansen, to adopt RESOLUTION NO. 25-104
Acknowledging Release from Prior Development and Contract Rezoning Agreement.
Roll Call Vote: 5-0-1, Betcher abstaining due to lack of information. Resolution declared adopted
unanimously, signed by the Mayor, and hereby made a portion of these Minutes.
REQUEST FOR ZONING ORDINANCE CHANGES TO STANDARDS RELATED TO
PROPERTY ZONED RESIDENTIAL HIGH DENSITY WITH THE WEST UNIVERSITY
IMPACTED OVERLAY AT OAKLAND STREET AND HYLAND AVENUE: Director
Diekmann presented the Council Action Form (CAF).
Mayor Haila opened the Public Input.
Justin Dodge, Hunziker Companies, shared support for Alternative #2: Create a new overlay for
individual property rezonings that allow lower parking and higher densities on a project-specific
basis and stated the developer was looking forward to the challenge achieving the desired level
of density for the project.
Mayor Haila closed the Public Input when no one else came forward to speak.
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Moved by Gartin, seconded by Corrieri, to approve Alternative #2: Direct staff to create a new
overlay for individual property rezonings that allow lower parking and higher densities on a project-
specific basis.
Vote on Motion: 4-2, Junck and Rollins dissenting. Motion declared carried.
REQUESTS FROM AMES MAIN STREET FOR 515 DAYS ON MAY 15-16, 2025: Assistant
City Manager Brian Phillips provided an overview of the event.
Mayor Haila opened the Public Input.
Travis Toliver, Executive Director of Ames Main Street (AMS), shared excitement over the
event and safety measures AMS will have in place for the event.
Mayor Haila closed the Public Input when no one else came forward to speak.
Moved by Rollins, seconded by Corrieri to approve Requests from Ames Main Street for 515
Days on May 15-16, 2025:
a. Motion approving Blanket Temporary Obstruction Permit for Thursday, May 15
b. Motion approving Blanket Vending License for May 15-16
c. Motion approving street closures of 5th Street from Burnett Ave through
Douglas Ave,
Kellogg Ave from Main Street to 5th St, Douglas Street from Main Street to 5th
Street
d. RESOLUTION NO. 25-105 approving waiver of parking meter fees and
enforcement for portions of Fifth Street, Kellogg Avenue, and Douglas Avenue
on Thursday, May 15
e. RESOLUTION NO. 25-106 approving waiver of Vending License fee for May 15-
16
f. RESOLUTION NO. 25-107 approving usage of electricity and waiver of fees for
electricity for Thursday, May 15
g. RESOLUTION NO. 25-108 approving suspension of enforcement of Municipal
Code Section 17.16 related to minors on premises on May 15
Roll Call Vote: 6-0. Motions/Resolutions declared carried/adopted unanimously, signed by the
Mayor, and hereby made a portion of these Minutes.
DISCUSSION ON CONSIDERING A MICROMOBILITY ORDINANCE: Assistant City
Manager Pa Vang Goldbeck and Sustainability Coordinator Nolan Sagan presented the Staff Report.
Mayor Haila opened the Public Input.
Jeri Neal, Kevin Bourke of Discover Ames, Ronn Ritz, and Travis Toliver presented their support
and suggestions for optimizing micromobility in Ames.
Mayor Haila closed the Public Input when no one else came forward to speak.
Moved by Beatty-Hansen, seconded by Rollins, to maintain current rules governing where bicycles
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are allowed and not allowed to operate and extend those guidelines to other mobility devices.
Council Member Beatty-Hansen amended the motion to exclude City parks and refer considerations
of micromobility in parks to the Parks and Recreation Commission.
Vote on Motion: 5-1, Betcher dissenting. Motion declared carried.
Moved by Beatty-Hansen, seconded by Gartin, to direct staff to proceed with a 20 mph speed limit,
except in City parks.
Vote on Motion: 6-0. Motion declared carried unanimously.
Moved by Rollins, seconded by Beatty-Hansen, to include staff recommendations of exceptions for
parades and ADA devices.
Vote on Motion: 6-0. Motion declared carried unanimously.
Moved by Beatty-Hansen, seconded by Rollins, to request staff include signage concepts with the
future draft ordinance on micromobility.
Vote on Motion: 6-0. Motion declared carried unanimously.
The City Council recessed at 8:32 p.m. and reconvened at 8:38 p.m.
ADVANCED METERING INFRASTRUCTURE (AMI): Assistant Director of Electric
Services Curtis Spence reviewed the CAF.
Mayor Haila opened and closed the Public Input when no one came forward to speak.
Moved by Gartin, seconded by Beatty-Hansen, to adopt RESOLUTION NO. 25-109 to award a
contract to Aclara Technologies, Inc, of Shelton, Connecticut, for Advanced Metering
Infrastructure (AMI) System for the City of Ames, in the not-to-exceed amount of $7,668,293.89,
including taxes for Phases 1 & 2.
Roll Call Vote: 6-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby
made a portion of these Minutes.
HEARING ON 30-YEAR LEASE AGREEMENT WITH AMES YOUTH SPORTS
COMPLEX, INC. FOR CITY PROPERTY LOCATED SOUTH OF U.S. HIGHWAY 30
AND WEST OF THE SOUTH SKUNK RIVER: Assistant City Manager Phillips reviewed
how the lease agreement allowed land not useful for development to provide programming to
the community and the economic development impacts generated by the Ames Youth Sports
Complex.
Mayor Haila opened and closed the Public Hearing when no one came forward to speak.
Moved by Gartin, seconded by Beatty-Hansen, to adopt RESOLUTION NO. 25-110 approving
lease agreement.
Roll Call Vote: 6-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby
made a portion of these Minutes.
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HEARING ON ZONING TEXT AMENDMENT TO CHAPTER 29 OF THE AMES
MUNICIPAL CODE TO CREATE TOWNHOME BUILDING TYPE STANDARDS:
Director Diekmann presented clarifications regarding lots with multiple frontages.
Mayor Haila opened and closed the Public Hearing when no one came forward to speak.
Moved by Beatty-Hansen, seconded by Rollins, to pass on first reading a Zoning Text Amendment
to Chapter 29 of the Ames Municipal Code to create Townhome Building Type Standards.
Roll Call Vote: 6-0. Motion declared carried unanimously.
SECOND READING OF AMENDMENT TO SECTION 2.45 OF THE MUNICIPAL
CODE, DUTIES AND POWERS OF THE CITY MANAGER, TO AUTHORIZE
DELEGATION OF DUTIES AND POWERS: Moved by Rollins, seconded by Beatty-
Hansen, to pass on second reading an amendment to Section 2.45 of the Municipal Code, Duties
and Powers of the City Manager, to authorize delegation of duties and powers.
Roll Call Vote: 6-0. Motion declared carried unanimously.
SECOND READING TO REZONE PROPERTY AT 5119 AND 5001 LINCOLN WAY
FROM AGRICULTURAL (A) TO SUBURBAN RESIDENTIAL LOW DENSITY (FS-
RL) WITH A MASTER PLAN: Moved by Beatty-Hansen, seconded by Rollins, to pass on
second reading to rezone property at 5119 and 5001 Lincoln Way from Agricultural (A) to
Suburban Residential Low Density (FS-RL) with a Master Plan.
Roll Call Vote: 6-0. Motion declared carried unanimously.
DISPOSITION OF COMMUNICATIONS TO COUNCIL: Mayor Haila noted that there were
five items for the City Council to review, starting with a Notice of Upcoming Construction on I-35
from IA 5 Interchange to Co. Road C-47 from Jeremy Vortherms, Iowa Department of
Transportation Assistant District 1 Engineer. City Manager Steve Schainker stated the item was for
information only.
The next item was from David Cornelison, Des Bike Pedicab, requesting Safety Regulations for
Bicycle Taxi Services.
Moved by Beatty-Hansen, seconded by Gartin, to request a memo from staff.
Vote on Motion: 6-0. Motion declared carried unanimously.
A request for City Council to conduct reevaluation of front yard parking regulations submitted by
Jake Hanson, Ames Homebuilders Association President, was considered.
Moved by Gartin, seconded by Corrieri, to request a memo from staff.
Vote on Motion: 6-0. Motion declared carried unanimously.
A memo from Building Official Sara Van Meeteren regarding carbon monoxide alarms in rental
properties was presented.
Moved by Beatty-Hansen, seconded by Gartin, to direct staff to develop a draft ordinance on the
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inclusion of carbon monoxide alarms to bring back to the City Council for consideration.
Vote on Motion: 6-0. Motion declared carried unanimously.
The final item to be evaluated was an email with suggestions regarding Special Use Permit
requirements from Kate Gregory.
Moved by Gartin, seconded by Beatty-Hansen, to request a memo from staff.
Vote on Motion: 6-0. Motion declared carried unanimously.
REPORT OF GOVERNING BODY: The Mayor and City Council Members provided highlights
from their attendance at various board and commission meetings.
COUNCIL COMMENTS: The Mayor and Council Members reported on various meetings
attended, upcoming meetings, community events, and items of interest.
Moved by Junck, seconded by Gartin, to request a memo from the Mayor and staff about
application data and information about average term lengths for the different boards, ordinance
or legal requirements the City must follow for certain boards, feedback from staff representatives
or liaisons to the boards and commissions and provide the City Council with recommendations
for various options the City Council has to alter term lengths or selection processes for different
boards to encourage participation.
Council Member Betcher proposed a friendly amendment to include reappointment eligibility
after a certain number of years. Council Member Junck accepted the friendly amendment.
Vote on Motion: 6-0. Motion declared carried unanimously.
Moved by Beatty-Hansen, seconded by Junck, to place the discussion of providing direction to,
or suspension of, the Campus and Community Commission on a future agenda.
Vote on Motion: 6-0. Motion declared carried unanimously.
ADJOURNMENT: Moved by Beatty-Hansen, seconded by Rollins, to adjourn the meeting at
9:20 p.m.
Vote on Motion: 6-0. Motion declared carried unanimously.
_______________________________________ __________________________________
Grace Bandstra, Deputy City Clerk John A. Haila, Mayor
_____________________________
Renee Hall, City Clerk
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To:Mayor & City Council
From:City of Ames Purchasing Division
Date:March 21, 2025
Subject:Report of Contract Change Orders
Item No. 3
MEMO
The Report of Change Orders for the period of March 1-15, 2025, is attached for your
review and consideration.
ATTACHMENT(S):
Change Order Report - March 1-15, 2025.docx
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
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REPORT OF
CONTRACT CHANGE ORDERS
Department
General Description
of Contract
Contract
Change
No.
Original Contract
Amount Contractor/ Vendor
Total of Prior
Change Orders
Amount this
Change Order
Change
Approved By
Purchasing
Contact
(Buyer)
Electric
Services
Roofing Design Services for
the Power Plant
2 $49,768.80 Roof Spec Inc.$1,499.74 $4,739.22 D. Kom AM
Transit CyRide Electric Bus System
Upgrades
1 $282,800.00 Jaspering Electric, Inc.$0.00 $3,243.00 J. Rendall KS
Facilities Ames City Hall Interior
Updates Phase II
1 $336,500.00 GTG Construction LLC $0.00 $18,601.89 C. Mellies AM
Public Works 2023/24 Asphalt Pavement
Improvements-Program 1
3 $1,764,990.07 Manatts, Inc $22,603.25 $21,560.05 B. Phillips KS
$$$
$$$
Period:1st – 15th
16th – End of Month
Month & Year:March 2025
For City Council Date:March 25, 2025
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To:Mayor and City Council
From:Grace Bandstra, Deputy City Clerk
Date:March 25, 2025
Subject:Premises Update for Class C Retail Alcohol License with Outdoor Service -
Outlaws Bar, 2522 Chamberlain Street
Item No. 4
MEMO
Please see the attached documentation for a motion approving Premises Update for Class
C Retail Alcohol License with Outdoor Service - Outlaws Bar, 2522 Chamberlain Street.
ATTACHMENT(S):
Outlaws Premise Update.pdf
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
15
Page 1 of 2
Applicant
NAME OF LEGAL ENTITY
BOC, INC.
NAME OF BUSINESS(DBA)
OUTLAWS BAR
BUSINESS
(515) 231-8388
ADDRESS OF PREMISES
2522 Chamberlain
StreetCampustown
PREMISES SUITE/APT NUMBER CITY
Ames
COUNTY
Story
ZIP
50014
MAILING ADDRESS
126 Welch AvenueCampustown
CITY
Ames
STATE
Iowa
ZIP
50014
Contact Person
NAME
Andrew White
PHONE
(515) 231-8388
EMAIL
whitecor2@gmail.com
License Information
LICENSE NUMBER
LC0050849
LICENSE/PERMIT TYPE
Class C Retail Alcohol License
TERM
12 Month
STATUS
Pending
Dramshop
Review
TENTATIVE EFFECTIVE DATE
Feb 28, 2025
TENTATIVE EXPIRATION DATE
Feb 27, 2026
LAST DAY OF BUSINESS
SUB-PERMITS
Class C Retail Alcohol License
16
Page 2 of 2
PRIVILEGES
Outdoor Service
Status of Business
BUSINESS TYPE
Corporation
Ownership
No Ownership information found
Insurance Company Information
INSURANCE COMPANY
Founders Insurance Company
POLICY EFFECTIVE DATE POLICY EXPIRATION DATE
DRAM CANCEL DATE OUTDOOR SERVICE EFFECTIVE
DATE
OUTDOOR SERVICE EXPIRATION
DATE
BOND EFFECTIVE DATE TEMP TRANSFER EFFECTIVE
DATE
TEMP TRANSFER EXPIRATION
DATE
17
To:Mayor and City Council
From:Grace Bandstra, Deputy City Clerk
Date:March 25, 2025
Subject:Premise Update for Class E Retail Alcohol License - Kum & Go #0217, 3111
South Duff Avenue
Item No. 5
MEMO
Please see the attached documentation for a motion approving Premise Update for Class
E Retail Alcohol License - Kum & Go #0217, 3111 South Duff Avenue.
ATTACHMENT(S):
Kum & Go #0217 Premise Update.pdf
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
18
Page 1 of 2
Applicant
NAME OF LEGAL ENTITY
Kum & Go, L.C.
NAME OF BUSINESS(DBA)
Kum & Go #0217
BUSINESS
(515) 274-7793
ADDRESS OF PREMISES
3111 South Duff Avenue
PREMISES SUITE/APT NUMBER CITY
Ames
COUNTY
Story
ZIP
50010
MAILING ADDRESS
1150 Locust St.
CITY
Des Moines
STATE
Iowa
ZIP
50309
Contact Person
NAME
Jody Deiter
PHONE
(515) 274-7793
EMAIL
licensing@maverik.com
License Information
LICENSE NUMBER
LE0003353
LICENSE/PERMIT TYPE
Class E Retail Alcohol License
TERM
12 Month
STATUS
Submitted
to Local
Authority
TENTATIVE EFFECTIVE DATE
Oct 9, 2024
TENTATIVE EXPIRATION DATE
Oct 8, 2025
LAST DAY OF BUSINESS
SUB-PERMITS
Class E Retail Alcohol License
PRIVILEGES 19
Page 2 of 2
Status of Business
BUSINESS TYPE
Limited Partnership
Ownership
No Ownership information found
Insurance Company Information
INSURANCE COMPANY POLICY EFFECTIVE DATE POLICY EXPIRATION DATE
DRAM CANCEL DATE OUTDOOR SERVICE EFFECTIVE
DATE
OUTDOOR SERVICE EXPIRATION
DATE
BOND EFFECTIVE DATE TEMP TRANSFER EFFECTIVE
DATE
TEMP TRANSFER EXPIRATION
DATE
20
To:Mayor and City Council
From:Grace Bandstra, Deputy City Clerk
Date:March 25, 2025
Subject:New 5 - Day (May 13 - May 17, 2025) for a Special Class C Retail Alcohol
License with Outdoor Service- Lucky Wife Wine Slushies, 5th Street
Item No. 6
MEMO
Please see the attached documentation for motion approving new 5 - Day (May 13 - May
17, 2025) for a Special Class C Retail Alcohol License with Outdoor Service- Lucky
Wife Wine Slushies, 5th Street, Pending Dramshop Review. The City Council should
note that this license will cover the event premises of 515 Days on Thursday, May 15,
2025.
ATTACHMENT(S):
LWWS - 515 Days.pdf
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
21
Page 1 of 2
Applicant
NAME OF LEGAL ENTITY
CLOUD WINE, LLC
NAME OF BUSINESS(DBA)
Lucky Wife Wine Slushies
BUSINESS
(515) 368-0295
ADDRESS OF PREMISES
5th Street
PREMISES SUITE/APT NUMBER
in the beer garden on 5th
between burnett avenue and
douglas avenue
CITY
Ames
COUNTY
Story
ZIP
50010
MAILING ADDRESS
1961 150th Street
CITY
Humboldt
STATE
Iowa
ZIP
50548
Contact Person
NAME
Dawn Thompson
PHONE
(515) 368-0295
EMAIL
luckywifewineslushies4@gmail.com
License Information
LICENSE NUMBER LICENSE/PERMIT TYPE
Special Class C Retail Alcohol
License
TERM
5 Day
STATUS
Submitted
to Local
Authority
EFFECTIVE DATE EXPIRATION DATE LAST DAY OF BUSINESS
SUB-PERMITS
Special Class C Retail Alcohol License
22
Page 2 of 2
PRIVILEGES
Outdoor Service
Status of Business
BUSINESS TYPE
Limited Liability Company
Ownership
Individual Owners
NAME CITY STATE ZIP POSITION % OF OWNERSHIP U.S. CITIZEN
Dawn Thompson Humboldt Iowa 50548 owner/ceo 100.00 Yes
Insurance Company Information
INSURANCE COMPANY
Founders Insurance Company
POLICY EFFECTIVE DATE
May 13, 2025
POLICY EXPIRATION DATE
May 18, 2025
DRAM CANCEL DATE OUTDOOR SERVICE EFFECTIVE
DATE
OUTDOOR SERVICE EXPIRATION
DATE
BOND EFFECTIVE DATE TEMP TRANSFER EFFECTIVE
DATE
TEMP TRANSFER EXPIRATION
DATE
23
To:Mayor and City Council
From:Grace Bandstra, Deputy City Clerk
Date:March 25, 2025
Subject:5-Day (April 22 - April 2, 2025) for a Special Class C Retail Alcohol License
with Outdoor Service - Apres Bar Co., 1930 East 13th Street
Item No. 7
MEMO
Please see the attached documentation for a motion approving a new 5-Day (April 22 -
April 2, 2025) for a Special Class C Retail Alcohol License with Outdoor Service - Apres
Bar Co., 1930 East 13th Street, Pending Dramshop Review.
ATTACHMENT(S):
Apres Bar Co. - April 2025.pdf
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
24
Page 1 of 2
Applicant
NAME OF LEGAL ENTITY
APRES BAR CO LLC
NAME OF BUSINESS(DBA)
Apres Bar Co
BUSINESS
(515) 779-0044
ADDRESS OF PREMISES
1930 East 13th Street
PREMISES SUITE/APT NUMBER CITY
Ames
COUNTY
Story
ZIP
50010
MAILING ADDRESS
3610 Holcomb AvenueBeaverdale
CITY
Des Moines
STATE
Iowa
ZIP
50310
Contact Person
NAME
Jillian Harrington
PHONE
(515) 779-0044
EMAIL
admin@apresbarco.com
License Information
LICENSE NUMBER LICENSE/PERMIT TYPE
Special Class C Retail Alcohol
License
TERM
5 Day
STATUS
Pending
Dramshop
Review
EFFECTIVE DATE EXPIRATION DATE LAST DAY OF BUSINESS
SUB-PERMITS
Special Class C Retail Alcohol License
PRIVILEGES
Outdoor Service
25
Page 2 of 2
Status of Business
BUSINESS TYPE
Limited Liability Company
Ownership
Individual Owners
NAME CITY STATE ZIP POSITION % OF OWNERSHIP U.S. CITIZEN
Jillian Harrington Des Moines Iowa 50310 Owner 100.00 Yes
Insurance Company Information
INSURANCE COMPANY
Illinois Casualty Co
POLICY EFFECTIVE DATE POLICY EXPIRATION DATE
DRAM CANCEL DATE OUTDOOR SERVICE EFFECTIVE
DATE
OUTDOOR SERVICE EXPIRATION
DATE
BOND EFFECTIVE DATE TEMP TRANSFER EFFECTIVE
DATE
TEMP TRANSFER EXPIRATION
DATE
26
To:Mayor and City Council
From:Grace Bandstra, Deputy City Clerk
Date:March 11, 2025
Subject:New Class E Retail Alcohol License - Casey's #4472, 3406 Lincoln Way
Item No. 8
MEMO
Please see the attached documentation for a motion approving new Class E Retail
Alcohol License - Casey's #4472, 3406 Lincoln Way, Pending Favorable Inspections.
ATTACHMENT(S):
Caseys #4472 Application.pdf
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
27
Page 1 of 3
Applicant
NAME OF LEGAL ENTITY
CASEY'S MARKETING
COMPANY
NAME OF BUSINESS(DBA)
CASEY'S #4472
BUSINESS
(515) 304-4620
ADDRESS OF PREMISES
3406 Lincoln Way
PREMISES SUITE/APT NUMBER CITY
Ames
COUNTY
Story
ZIP
50014
MAILING ADDRESS
1 Southeast Convenience
Boulevard
CITY
Ankeny
STATE
Iowa
ZIP
50021
Contact Person
NAME
LICENSING TEAM
PHONE
(515) 381-4090
EMAIL
licensingteam@caseys.com
License Information
LICENSE NUMBER LICENSE/PERMIT TYPE
Class E Retail Alcohol License
TERM
12 Month
STATUS
Submitted
to Local
Authority
EFFECTIVE DATE EXPIRATION DATE LAST DAY OF BUSINESS
SUB-PERMITS
Class E Retail Alcohol License
PRIVILEGES
28
Page 2 of 3
Status of Business
BUSINESS TYPE
Corporation
Ownership
Individual Owners
NAME CITY STATE ZIP POSITION % OF
OWNERSHIP
U.S.
CITIZEN
SAMUEL
JAMES
Ankeny Iowa 50021 PRESIDENT 0.00 Yes
BRIAN
JOHNSON
Johnston Iowa 50131 VICE PRESIDENT 0.00 Yes
SCOTT FABER Johnston Iowa 50131 SECRETARY 0.00 Yes
ERIC LARSEN Ankeny Iowa 50023 TREASURER 0.00 Yes
DOUGLAS
BEECH
Ankeny Iowa 50021 ASSISTANT
SECRETARY
0.00 Yes
Companies
COMPANY NAME FEDERAL ID CITY STATE ZIP % OF OWNERSHIP
CASEY'S MARKETING COMPANY 42-1435913 Ankeny Iowa 50021 100.00
Insurance Company Information 29
Page 3 of 3
INSURANCE COMPANY POLICY EFFECTIVE DATE POLICY EXPIRATION DATE
DRAM CANCEL DATE OUTDOOR SERVICE EFFECTIVE
DATE
OUTDOOR SERVICE EXPIRATION
DATE
BOND EFFECTIVE DATE TEMP TRANSFER EFFECTIVE
DATE
TEMP TRANSFER EXPIRATION
DATE
30
To:Mayor John Haila and Ames City Council Members
From:Lieutenant Tom Shelton, Ames Police Department
Date:March 4, 2025
Subject:Beer Permits & Liquor License Renewal Reference City Council Agenda
Item No. 9
MEMO
The following licenses are eligible for renewal:
a. Dangerous Curves, 111 5th Street, Class C Retail Alcohol License
b. Cinemark Movies 12, 1317 Buckeye Avenue, Class C Retail Alcohol License
c. Cornbred BBQ, 526 Main Street Ste 106, Class C Retail Alcohol License with
Outdoor Service and Catering Privilege
A review of police records for the past 12 months found no liquor law violations for the
above locations. Therefore, the Police Department recommends the license renewal
for the above businesses.
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
31
To:Mayor and City Council
From:Keith Abraham, Parks and Recreation Director
Date:March 21, 2025
Subject:Fitch Family Indoor Aquatic Center
Item No. 10
MEMO
PROJECT UPDATE:
In accordance with a previous directive, staff is required to keep the City Council
informed of the construction status of the Fitch Family Indoor Aquatic Center (FFIAC)
and will provide a written update at Council's second meeting of each month.
Additionally, staff, along with representatives from Story Construction and RDG
Planning and Design, will provide an in-person update once per quarter (January, April,
July, & October). If anything occurs during the project that requires Council action, staff
will present this in a timely manner. Therefore, the City's Construction Manager for the
project, Story Construction, has provided a Project Status Report (Attachment A).
Story Construction and RDG Planning and Design are 92% complete with reviewing
shop drawings and submittals. This activity will continue until 100% complete.
CHANGE ORDER SUMMARY:
There were no change orders recently approved but the changes thus far on the project are
shown on the change order log (Attachment B).
To date, change orders for the project total $251,029, or 11.95% of the contingency
budget. The contingency for this project is $2.1 million with a current balance of
$1,848,971. There is also $1 million set aside for mitigation of contamination issues,
which has not been used at this time.
ATTACHMENT(S):
Attachment A - Story Construction Monthly Project Status Report 2025-3.pdf
Attachment B - Change Order Log - 3-25-25.pdf
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
32
Page 1 of 2
Fitch Family Indoor Aquatic Center
Monthly Project Status Report
March 2025
PROGRESS THIS PAST MONTH:
1. Roofing was completed on the Natatorium.
2. Fire sprinkler piping and ductwork has been
3. Precast concrete in the areas of the building outside of the Natatorium has been completed.
4. Main structural steel installation has been completed outside of the Natatorium, with detailing
nearing completion.
5. Special inspections and testing of structural steel and base-of-precast grout continued and are
ongoing.
6. Roofing operations began on the lower roof area.
7. Joint sealant work related to the precast concrete panels has been ongoing.
8. Pre-Install meetings were held for pre-wiring rough-ins and pools and concrete slab vapor barrier.
9. Submittals and Requests for Information continued to be processed between the Bid Package
Contractors, Story Construction, and RDG Planning & Design.
WORK PLANNED FOR NEXT MONTH:
1. Installation of fire sprinkler piping, ductwork, and electrical conduit in the ceiling of the Natatorium
is planned for completion.
2. Painting of the ceiling in the Natatorium.
3. Wellness pool basin work is starting.
4. Structural steel detailing for the area of the building outside of the Natatorium is scheduled for
completion.
5. Roofing is scheduled for completion in the area outside of the Natatorium.
6. Removing frost from the subgrade and drying the dirt inside of the building as the roofing is
completed.
7. Underground plumbing is planned to begin in the area outside of the Natatorium.
8. Joint sealant work will continue at the joints between the precast concrete wall panels, including
the Building Envelope Consult inspections for this work.
9. Development of the Crew Workflow Plan for the site improvements such as storm sewer,
grading, and parking lot paving.
SCHEDULE SUMMARY:
Construction Substantial Completion Date: January 20, 2026
Page 1 of 6
installed in the ceiling of the Natatorium.
33
Progress
Description
Taken Date
03/14/2025 at 12:16 pm
Upload Date
03/16/2025 at 10:57 am
Uploaded By
Deb Thurmond
Name
Exterior Elev View South…
Progress
Description
Taken Date
03/14/2025 at 12:10 pm
Upload Date
03/16/2025 at 10:57 am
Uploaded By
Deb Thurmond
Name
West Ext temp opening …
Story Construction Co.
Printed on Mon Mar 17, 2025 at 02:52 pm CDT
Job #: 23401-01 Fitch Family Indoor Aquatic Center
115 N Elm Avenue
Ames, Iowa 50010
Page 1 of 5
North Elevation showing
structural steel for roof top
equipment screening
SW Elevation - Temporary
enclosure at future glazing,
and temp heat at future water
slide opening
PROJECT PHOTOS:
Page 2 of 6 34
Progress
Description
Taken Date
03/14/2025 at 12:08 pm
Upload Date
03/16/2025 at 10:57 am
Uploaded By
Deb Thurmond
Name
Wellness high ceiling rou…
Progress
Description
Taken Date
03/14/2025 at 12:08 pm
Upload Date
03/16/2025 at 10:57 am
Uploaded By
Deb Thurmond
Name
Nat view east high ceilin…
Story Construction Co.
Printed on Mon Mar 17, 2025 at 02:52 pm CDT
Job #: 23401-01 Fitch Family Indoor Aquatic Center
115 N Elm Avenue
Ames, Iowa 50010
Page 2 of 5
South wall of Wellness pool
high ceiling mechanical
rough ins
View to Southeast showing
high ceiling mechanical
rough ins
Page 3 of 6 35
Progress
Description
Taken Date
03/14/2025 at 12:00 pm
Upload Date
03/16/2025 at 10:57 am
Uploaded By
Deb Thurmond
Name
North Walk Track view to…
Progress
Description
Taken Date
03/14/2025 at 11:57 am
Upload Date
03/16/2025 at 10:57 am
Uploaded By
Deb Thurmond
Name
Walk Track joists & decki…
Story Construction Co.
Printed on Mon Mar 17, 2025 at 02:52 pm CDT
Job #: 23401-01 Fitch Family Indoor Aquatic Center
115 N Elm Avenue
Ames, Iowa 50010
Page 3 of 5
View from top end of
walking track showing
clerestory glazing openings
and completed roof deck
North elevation of curtain
wall glazing showing
walking track space
Page 4 of 6 36
Progress
Description
Taken Date
03/14/2025 at 11:56 am
Upload Date
03/16/2025 at 10:57 am
Uploaded By
Deb Thurmond
Name
Main entry framing.jpg
Progress
Description
Taken Date
03/14/2025 at 11:54 am
Upload Date
03/16/2025 at 10:57 am
Uploaded By
Deb Thurmond
Name
Locker Room Roofing & …
Story Construction Co.
Printed on Mon Mar 17, 2025 at 02:52 pm CDT
Job #: 23401-01 Fitch Family Indoor Aquatic Center
115 N Elm Avenue
Ames, Iowa 50010
Page 4 of 5
North Main Entry showing
metal framing for future
metal panel finishes
View looking east of locker
rooms with roofing and roof
drains in progress
Page 5 of 6 37
Progress
Description
Taken Date
03/03/2025 at 03:00 pm
Upload Date
03/07/2025 at 02:28 pm
Uploaded By
Eli Rochleau
Name
2B83073D-A18B-4D13-8…
Story Construction Co.
Printed on Mon Mar 17, 2025 at 02:52 pm CDT
Job #: 23401-01 Fitch Family Indoor Aquatic Center
115 N Elm Avenue
Ames, Iowa 50010
Page 5 of 5
Progress
Description
Taken Date
03/13/2025 at 02:49 pm
Upload Date
03/17/2025 at 03:14 pm
Uploaded By
Deb Thurmond
Name
20250313_144926.jpg
View East over locker rooms
showing roof curbs for future
roof top units
Northwest Natatorium roof
showing completed
membrane roofing
Page 6 of 6 38
Contractor Change
Order #Description Amount Balance
Beginning Contingency
Balance $ 2,100,000
All Star Concrete 1 Precast Enbeds Install Change Contracts $ 10,010 $ 2,089,990
Core Construction 1 IDPH Permit Review, Precast Panel Joint Mods, Mechanical Louver Mods, Steel
Lintel, Precast Enbeds Install Change Contracts $ 22,065 $ 2,067,925
Core Construction 2 Misc. Structural Revisions & South Elevation Glazing Revised $ 3,979 $ 2,063,946
Core Construction 3 Geared Trolley and Hoist $ (2,952) $ 2,066,898
Lansink Construction 1 Wet Room Door Change, Multipurpose Room Cubbies $ 42,129 $ 2,024,769
Lansink Construction 2 Door 115A Change to FRP $ 2,858 $ 2,021,911
Lansink Construction 3 Interior Finishes $ 3,021 $ 2,018,890
Lansink Construction 4 Check-In Standing Desk $ 3,995 $ 2,014,895
Central States Roofing 1 IDPH Permit Review, Mechanical Louver Mods $ 1,647 $ 2,013,248
Orning Glass Company 1 Wet Room Door Changes $ (3,823) $ 2,017,071
Orning Glass Company 2 Window Frit Revisions $ 1,743 $ 2,015,328
Hilsabek Schacht 1 Wet Room Door Change $ - $ 2,015,328
Hilsabek Schacht 2 Door 115A Change to FRP $ - $ 2,015,328
Hilsabek Schacht 3 Donor Wall Drywall $ 3,557 $ 2,011,771
Hilsabek Schacht 4 Site Signage $ (350) $ 2,012,121
Sande Construction 1 IDPH Permit Review Updates $ 1,370 $ 2,010,751
Sande Construction 2 CO2 Tank Distribution Piping $ 2,692 $ 2,008,059
Brockway Mechanical 1 Hydronic Pumps Flow Update $ (2,320) $ 2,010,379
Brockway Mechanical 2 IDPH Permit Review Updates, 6" Storm Drain Relocation, Mechanical Louver Mods,
Glycol Feed Dual Pump $ 38,702 $ 1,971,677
Brockway Mechanical 3 State Requirements $ 12,033 $ 1,959,644
Van Maanen Electric 1 IDPH Permit Review Updates $ 21,953 $ 1,937,691
Van Maanen Electric 2 Transformer Relocate $ 14,237 $ 1,923,454
Van Maanen Electric 3 Light Fixture SWA Dimming $ 4,679 $ 1,918,775
Con-Struct 1 Water Service Disconnect $ 7,747 $ 1,911,028
Con-Struct 2 Building Rubble Removal $ 45,419 $ 1,865,609
Iowa Pipe & Grading 1 Storm & Existing Water Utility Conflict & Sanitary Tie in at N. 2nd Ave $ 14,518 $ 1,851,091
Lakeside 1 Site Signage $ 2,120 $ 1,848,971
Totals / Current Balance $ 251,029 $ 1,848,971
FITCH FAMILY INDOOR AQUATIC CENTER
CHANGE ORDER LOG
(As of 3/25/25)
Highlighted Rows Indicate New Change Orders Since the Last Update
39
To:Mayor & City Council
From:Andrea Whitt, Legal Secretary
Date:March 21, 2025
Subject:Supplement No. 2025-2
Item No. 11
MEMO
Attached and presented for adoption is the Resolution for the Supplement No. 2025-2 to
the Ames Municipal Code.
ATTACHMENT(S):
Resolution Code Supplement 2025-2.pdf
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
40
RESOLUTION NO. ______
RESOLUTION APPROVING AND ADOPTING
SUPPLEMENT NO. 2025-2 TO THE AMES MUNICIPAL CODE
BE IT RESOLVED, by the City Council for the City of Ames, Iowa, that in accordance
with the provisions of Section 380.8 Code of Iowa, a compilation of ordinances and amendments
enacted subsequent to the adoption of the Ames Municipal Code shall be and the same is hereby
approved and adopted, under date of April 1, 2025, as Supplement No. 2025-2 to the Ames
Municipal Code.
Adopted this day of , 2025.
___________________________
John A. Haila, Mayor
Attest:
_______________________________
Renee Hall, City Clerk
41
ITEM #:12
DATE:03-25-25
DEPT:ELEC
SUBJECT:2025 ELECTRIC RELIABILITY PLAN
COUNCIL ACTION FORM
BACKGROUND:
Electric Services manages its inspection and maintenance efforts under an adopted reliability plan that
has been filed with the Iowa Utilities Commission (IUC). Historically, such plans were prepared and
approved at the City staff level.
The Iowa Utilities Commission has recently adopted changes to its administrative code (IAC 199-
27.8) and now requires each municipal electric utility to have its adopted r e l i a b il i t y plan
approved by its respective governing authority prior to filing updates to its existing plans.
Therefore, Electric Services is requesting that Council approve the adopted Reliability Plan to
satisfy this IUC requirement.
Staff has prepared a Reliability Plan using guides and reference material provided by the Iowa
Association of Municipal Utilities (IAMU). The proposed Reliability Plan is attached for reference.
ALTERNATIVES:
1. Approve the adoption of the 2025 Electric Reliability Plan.
2. Do not approve the 2025 Electric Reliability Plan.
3. Delay the approval and request further information from staff.
CITY MANAGER'S RECOMMENDED ACTION:
Iowa Administrative Code now requires the approval of the Electric Utility’s Electric Reliability
Plan by the City Council. City staff has prepared this plan using reference materials supplied by
IAMU to ensure compliance. Therefore, it is the recommendation of the City Manager that the City
Council adopt Alternative No. 1, as described above.
ATTACHMENT(S):
COA Reliability Plan 2025.pdf
42
515.239.5170 main
515.239.5308 fax
502 Carroll Ave.
Ames, IA 50010
www.CityofAmes.org
Ames Municipal Electric Services
Tuesday, March 25th, 2025
CITY OF AMES RELIABILITY PLAN
The City of Ames strives to deliver its customers safe, reliable, and affordable power. While this
reliability plan focuses on information pertinent to reliability, other considerations must also be taken into
account to balance the needs of the customers with the business decisions of the system's managers. The
purpose of this reliability plan is to meet the requirements of Iowa Administrative Code 199-27.8. This
reliability plan does not replace but supplements the information provided to the utility's governing
authority throughout the year. This plan has been approved by the governing authority of the City of
Ames. This plan covers the reporting period of January 1, 2025, through December 31, 2025. During
2024, customers were able to contact the City of Ames 24/7 through an after-hours telephone number.
They were able to promptly report service interruptions and other issues with their electric service
through clearly defined communication channels.
The City of Ames reliability plan represents an integrated approach addressing the electric system's
operation, maintenance, and inspection. Providing safe, reliable, and affordable electric service to meet
customers' needs requires a careful balance and consideration of all the above factors, as well as the
resources available to achieve the desired results. The City of Ames made reasonable efforts to avoid and
prevent service interruptions during the last year. However, when interruptions occurred, service was
reestablished within the shortest time practicable, consistent with safety.
The City of Ames has an effective preventive maintenance program and is capable of emergency repair
work on an appropriate scale to its scope of operations and the physical condition of its electric facilities.
This program is included in our vegetation, substation, and visual inspection plans. To improve its
effectiveness, these plans are reviewed annually. Quality of work and final delivery by contractors are
also assessed. The City of Ames continues to follow a written program for inspecting and maintaining its
electric supply lines and substations to determine the need for replacement, maintenance, and repair for
tree pruning or other vegetation management. The City of Ames is following a schedule for this written
program to ensure the completion of all areas within a 36-month timeline.
The City of Ames assesses the status of its distribution line equipment, including animal guarding and
pole-mounted power factor correction equipment. The City of Ames models and compares consumption
metrics during peak load, non-peak load, and warm and cold conditions to issue maintenance jobs based
on these assessments and conditions. The City of Ames also installs lightning arresters at appropriate
locations on distribution line equipment to reduce outages and protect equipment and inspects them
annually using infrared and visual inspections.
The City of Ames has a comprehensive pole inspection program, with the entire system scheduled for
completion on a 10-year cycle, including both overhead and groundline conditions. The program consists
of a complete inspection of poles over 10 years of age and a report on all rejected poles to be replaced.
Poles are generally replaced within six months following an inspection. Besides these two inspections, the
City of Ames also conducts a Visual Inspection of all transmission poles every fiscal year.
43
ITEM #:13
DATE:03-25-25
DEPT:FLEET
SUBJECT:CONTRACT RENEWAL FOR CUSTODIAL SERVICES AT CITY HALL
COUNCIL ACTION FORM
BACKGROUND:
All cleaning and custodial services for City Hall are managed by a third-party professional cleaning
service. This includes daily routine cleaning tasks and periodic tasks such as carpet shampooing, vinyl
and Terrazzo floor maintenance, ceramic tile cleaning, plumbing fixture sanitation, spot cleaning, glass
cleaning, and window washing. Additionally, the service is expected to handle unplanned emergency
cleanups.
Typically, City contracts can be renewed for up to five years. However, this custodial contract was
limited to three years due to difficulties in maintaining a reliable contractor. Stratus has been
providing consistent and reliable services at a reasonable cost. Extending the contract by one year
with the current provider ensures continuity while the City makes adjustments to its waste
disposal processes, including the possible addition of single stream recycling. The contract will be
rebid with an updated scope of services for FY 2026/27.
The current contract with Stratus Building Solutions, based in West Des Moines, IA, is in the amount
not to exceed $84,962 for FY 2024/25. The one-year extension will maintain the same terms and cost
for FY 2025/26. The base bid for cleaning tasks is $68,588. For budget-tracking purposes, the total cost
for FY 2025/26 will be allocated by location areas for the base bid. This includes all routine daily
services and periodic tasks like carpet cleaning and floor waxing. Additional services, such as
emergency cleanups and special event cleanups in the auditorium, are quoted separately at $26.00 per
hour and will be billed as needed. Additional services as requested by the City are estimated not to
exceed $16,374.00.
LOCATION AMOUNT
City Hall, Police Department $43,647.00
Gymnasium & Community Center $11,223.50
Public Wellness $11,223.50
Auditorium $ 2,494.00
Base Bid Sub Total $68,588.00
Additional Services as Requested by the City
(Estimated)$16,374.00
Base Bid + Additional Services $84,962.00
This renewal covers the period from July 1, 2025, to June 30, 20 26, with no further renewal
options available. The contract will be rebid for FY 2026/27. The total budget allocated for
custodial services in City Hall for FY 2025/26 is $89,689.
44
ALTERNATIVES:
1. Award the Ames City Hall custodial services contract to Stratus Building Solutions, West Des
Moines, IA, in the amount not-to-exceed $84,962 for July 1, 2025 - June 30, 2026.
2. Do not renew and direct staff to re-bid custodial services.
CITY MANAGER'S RECOMMENDED ACTION:
Stratus Building Solutions is committed to meeting the expected results and is ready to provide
these services with no increase in cost. Staff has been satisfied with the performance of the contractor
over the past several years. Therefore, it is the recommendation of the City Manager that the City
Council adopt Alternative No. 1, as noted above.
45
ITEM #:14
DATE:03-25-25
DEPT:PW
SUBJECT:AWARD OF CONTRACT EXTENSION FOR HAULING SERVICES TO THE
BOONE COUNTY LANDFILL
COUNCIL ACTION FORM
BACKGROUND:
On June 25, 2019, City Council awarded a contract to Waste Management of Ames (WMA) for hauling
to Boone County Landfill and related services for the Resource Recovery Plant (RRP) during FY
2019/20. The contract was renewed for four additional one-year terms. A one-year extension was then
approved for FY 2024/25 and is set to expire on June 30, 2025.
The contract includes furnishing equipment and hauling of reject materials that cannot be
processed into refuse derived fuel (RDF) from RRP to the Boone County Landfill. The approved
FY 2025/26 budget includes $271,180 for this work. The contract is based on a per-mile, per-ton bid
amount and a round trip distance of 36 miles per trip. There is a provision in the contract to allow
longer hauls up to 120 miles per round trip as well as a provision to cancel the contract if this type of
service is no longer needed due to a change in disposal procedures.
The contract price is adjustable monthly throughout the contract period when diesel fuel is at or
above $5.00 per gallon or below $2.00 per gallon. The fuel adjustment is based on the published
index for monthly diesel fuel prices for the Department of Energy's (DOE) "Weekly Retail On-Highway
Diesel Prices" for the Midwest region on the first Monday of each month.
At the time of initial contract award in 2019, WMA was the only bid at $14.14/ton, with a 3.5%
increase each year for the initial five years of the contract. The current one-year extension included a
price increase of 16% beyond the annual increase of 3.5%, directly related to the increase in costs of
doing business (increases in labor, maintenance, insurance, etc.) that occurred over the last several
years. WMA did not request any additional increases to the contract renewal.
In February 2024, t he Boone County Landfill notified the City that it no longer wished to accept the
construction and demolition material from Story County by the end of June 2024, and all Story County
municipal solid waste by the end of June 2025. The 28E agreement and Central Iowa Solid Waste
Management Association contract is set to expire at the end of June 2025. The City is currently working
with other solid waste comprehensive planning areas to accept waste from Story County and the City of
Ames once the Boone County Landfill is no longer available.
As the City works to finalize an agreement with an alternative landfill partner, the Boone County
Landfill has expressed willingness to agree to an additional two year extension of the current 28E
agreement and contract, to accept municipal solid waste through June 30, 2027. This two-year
extension will allow the City to construct and implement the new Resource Recovery and Recycling
Campus (R3C).
Due to the potential for significant changes to waste hauling and disposal anticipated in the next
few years, and the significant equipment requirements of this contract, Resource Recovery is
requesting a two-year extension to continue hauling services through June 30, 2027.
46
Waste Management offered a 5% increase for a one-year extension, or the City can lock in a 5%
annual increase with a two-year extension. The hauling rate of materials that cannot be processed
into RDF would increase from $19.50/ton to $20.48/ton for FY 2025/26 and $21.50/ton for FY
2026/27.
The two-year extension meets the City's transition date of June 30, 2027. City staff is pursuing the
possibility to own and operate the City's own fleet of trucks and trailers and may no longer need
the contract. At this point, it will be difficult to find another company that would want to establish
service for a two-year contract, knowing there will not be any extensions available. A one-year
extension with WMA leaves the final year at risk of a larger increase or the possibility that no
companies are able and willing to service the contract. WMA has agreed to a non-appropriation
clause for the two-year extension.
ALTERNATIVES:
1. Award a two-year contract extension to Waste Management of Ames in the amount of $20.48/ton
for FY 2025/26 and $21.50/ton for FY 2026/27.
2. Award a one-year contract extension for FY 2025/26 to Waste Management of Ames in the
amount of $20.48/ton.
3. Rebid the contract.
CITY MANAGER'S RECOMMENDED ACTION:
Landfill hauling and related services are an integral part of RRP operations. The per-ton price
for hauling is an acceptable increase and funding for these services is available in the FY 2025/26
Resource Recovery operating budget. The two-year extension provides security for the final years
of hauling needs. Therefore, it is the recommendation of the City Manager that the City Council adopt
Alternative No. 1 as described above.
47
ITEM #:15
DATE:03-25-25
DEPT:PW
SUBJECT:2023/24 INTELLIGENT TRANSPORTATION SYSTEM PROGRAM (PHASE 3)
COUNCIL ACTION FORM
BACKGROUND:
The Intelligent Transportation System (ITS) program provides for the installation of infrastructure for a
traffic adaptive signal system that will conduct real-time optimization of traffic and pedestrian flow at
signalized intersections. Traffic adaptive systems provide a significant improvement in efficiency and
will optimize travel times during all times of the day. Completion of the network is programmed with
six phases (an overall phasing map is attached).
Traffic signal improvements rank as one of the highest priority areas from the Ames Resident
Satisfaction Survey. This project is for Phase 3 of the program which will primarily expand the
ITS network along Grand Avenue (US HWY 69) and also extend the network north on Duff
Avenue from 13th St to Grand Avenue. Staff has been working with HR Green and GBAsi, the
consultant team developing this project.
At the March 26, 2024 meeting, City Council awarded the contract to Van Maanen Electric, Inc. of
Newton, Iowa, in the amount of $1,817,416.71. The table below shows the revenues and expenses for
this project.
Estimated Expenses Available Revenue
Design $ 172,620.00
Construction $1,817,416.71
Administration $ 150,000.00
Road Use Tax Fund $ 549,700
G.O. Bonds $ 468,300
ICAAP Grant*$1,495,280
U-STEP Grant**$ 400,000
TOTALS $2,140,036.71 TOTALS $2,913,280
*The ICAAP Grant is for 80% of eligible construction costs up to a maximum of $1,495,280
**The U-STEP Grant is for 55% of eligible construction costs along HWY 69 up to a maximum of
$400,000
The original design of Phase 3 of the ITS program planned to leave the three existing Gridsmart
detection systems to reduce costs, while the proposed detection systems would be systems manufactured
by NoTraffic. However, during the construction of Phases 1 and 2, it became evident that maintaining
a uniform detection system across all intersections significantly improves the operation of the ITS
system. Based on this finding, and available grant funding, a decision was made to replace the existing
Gridsmart systems with NoTraffic detection systems for consistency. The contractor agreed to apply
the bid unit price for NoTraffic installations to these three locations, resulting in a total change
order amount of $101,856.00, with the local share equating to $9,167.04.
48
The table below shows the grant funding and local funding that can be used for the change order:
Funding Source Available Revenue
ICAAP Grant $ 44,866.63
U-STEP Grant $ 47,822.33
Local Funding $ 9,167.04
TOTAL $101,856.00
ALTERNATIVES:
1. Approve Change Order No. 1 in the amount of $101,856.00.
2. Do not approve the change order and direct staff to pursue other options.
CITY MANAGER'S RECOMMENDED ACTION:
By approving this change order, key intersections along the Phase 3 corridors can receive
upgraded detection systems. Grant funding for this project results in the City's share of this
increase totaling only $9,167.04. Therefore, it is the recommendation of the City Manager that the City
Council adopt Alternative No. 1 as described above.
ATTACHMENT(S):
ITS Cumulative Phase Map.pdf
49
50
ITEM #:16
DATE:03-25-25
DEPT:P&R
SUBJECT:PARKS MAINTENANCE FACILITY PROJECT
COUNCIL ACTION FORM
BACKGROUND:
The Parks and Recreation Department uses a maintenance building located at 700 E. 13th Street to store
equipment and materials. This building also includes an office, restrooms, and a break/meeting room for
staff. Several other buildings located at this site, northeast of the main building near the Skunk River,
and at the Ames Municipal Cemetery, are also used to store equipment. The goals of this project are to:
1) complete interior renovations of the existing Park Maintenance Building, which includes expanding
the break room, constructing additional parking, and creating staff workspaces, 2) consolidate the parks
equipment and attachments onto one site, and 3) discontinue storing equipment in buildings that are
either near the end of life or in the flood plain.
To accomplish these goals, an additional cold storage structure is needed, in addition to renovations to
the existing break room at the Park Maintenance Building. At its November 12, 2024, meeting, City
Council awarded a contract to SVPA Architects to provide design services, bidding assistance, and
construction administration.
The original scope for this project included a 5,130 square foot cold storage building and renovations to
increase the size of the break/meeting room. Through the design process, staff increased the scope of the
project to include the following:
1. Larger Cold Storage Structure - Staff determined the 5,130 sf building will not be big enough to
house all parks equipment and materials so staff directed SVPA to increase the cold storage
building by 2,610 sf. This will also allow room for future growth.
2. Bulk Water Station - The current location of the water station interferes with the location of the
cold storage building and additional parking needed to accommodate the increase in staff parking
at this site. Staff asked SVPA to design the relocation of the water station.
3. Code Compliance - Through the Development Review Process, several items were identified that
needed to be added to the scope. These include 1) adding a fire hydrant close to the new cold
storage building, 2) adding fire sprinklers below the mezzanines in the park maintenance
building, and 3) upgrading the fire alarm system in the park maintenance building.
4. HVAC - After review of this system, staff directed SVPA to include a new furnace, air
conditioner, and reroute the ductwork as the current duct work in the Park Maintenance Building
is in the concrete floors.
5. Site Survey - An additional survey was needed which staff authorized to be conducted.
Due to the increase in scope identified above, the contract with SVPA does include a section allowing
for an adjustment in fees for design services. A summary of the original contract, change order, and new
contract value are shown below.
51
Original Contract Change Order #1 New Contract Value
Design Services $46,000 $21,850 $67,850
Reimbursable $ 4,200 $ 1,400 $ 5,600
Total $50,200 $23,250 $73,450
There is $642,764 remaining in the project budget to cover the cost of this change order.
ALTERNATIVES:
1. Approve Change Order #1 for the Park Maintenance Complex Expansion Project to SVPA
Architects in the amount of $23,250.
2. Do not approve Change Order #1 for the Park Maintenance Complex Expansion Project.
3. Refer back to staff with direction as to how to proceed.
CITY MANAGER'S RECOMMENDED ACTION:
The Park Maintenance Complex Expansion Project is much needed and will improve the
efficiency and effectiveness of the Park Maintenance activities since staff, equipment, and
materials will be housed within one complex. The various components of the increased scope of
the project have been directed by staff for SVPA to include in the design and are necessary so the
final project addresses the needs and/or requirements of the Parks Department and City.
Therefore, it is the City Manager's recommendation that City Council approve Alternative #1 as
described above.
52
ITEM #:17
DATE:03-25-25
DEPT:PW
SUBJECT:2024/25 AIRPORT ENTRYWAY IMPROVEMENTS (ENTRY ROAD)
COUNCIL ACTION FORM
BACKGROUND:
The FY 2024/25 Airport Entryway Improvements program includes a project to reconstruct Airport
Drive, the primary entry road to the James Herman Banning Ames Municipal Airport. This project
focuses on the full reconstruction of the main entryway road, enhancing access and traffic flow
efficiency for airport users.
While this phase is dedicated to roadway improvements, future phases of the program will include
signage for improved wayfinding, landscaping enhancements in FY 2025/26, and phased parking lot
expansions from FY 2027/28 to FY 2028/29. These improvements align with the Airport Master Plan
and FAA best practices.
This project was reflected in the adopted FY 2024-2029 Capital Improvements Plan with a cost of
$680,000 for design and construction. After developing the specifications, the Engineer's Opinion of
Probable Cost reflected a cost of $925,000 for construction, in addition to the $80,000 for design and
administration, for a total project cost of $1,005,000. As a result of this cost estimate, staff directed the
engineer to divide the project into a base bid and a bid alternate, which will provide the City with
options depending on the competitiveness of the bids. Additionally, staff has identified that the Airport
Improvements Fund has a balance of approximately $338,000, which could be used to finance the
shortfall if bids are near the engineer's estimate.
The table below summarizes the revenues and expenses for this project:
Revenues Expenses
G.O. Bonds $680,000 Design $72,700
Airport Improvements
Fund***$325,000 Admin/Inspections $7,300
Construction (Base Bid)$600,000
Construction (Bid Alt-
See Attachment)$325,000
Totals $1,005,000 Totals $1,005,000
***Available balance is approximately $338,000
Based on recent bidding experience, staff is optimistic that the bids for the construction of the entire
project will be less than the engineer's estimate, allowing the project to proceed as planned in the CIP.
However, in the event that the total of the base bid and bid alternate exceed the $600,000 budgeted for
construction, staff will evaluate the options and recommend either awarding only the base bid (with the
remaining roadway section delayed to a future project), or supplementing the bond funds with available
balance from the Airport Improvements Fund.
53
ALTERNATIVES:
1. Approve the plans and specifications for the 2024/25 Airport Entryway Improvements (Entry
Road) project, setting Wednesday, April 16, 2025, as the bid due date and Tuesday, April 22,
2025, as the date for the public hearing and report of bids.
2. Do not approve this project.
CITY MANAGER'S RECOMMENDED ACTION:
The Airport Entryway Project is expected to significantly improve the condition, appearance, and
functionality of the roadway leading to the airport Terminal Building. This project is an
important first step in enhancing the airport as a gateway to the Ames community . Therefore, it is
the recommendation of the City Manager that the City Council adopt Alternative No. 1, as noted above
ATTACHMENT(S):
Airport Landside Improvements Entry Road - Location Map
Airport Entryway - Bid Alt Map
Airport Entryway Imps CIP Page
Final Plans
Final Specifications
54
2024/25 Airport Landside Improvements (Entry Road)
Location Map
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SHEET
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20
2
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,
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2
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1
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2
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
F.01
EXISTING CONDITIONS & DEMOLITION PLAN - OVERVIEW
R
FEETSCALE
0 50 100
HORZ.
MA
T
C
H
L
I
N
E
1
MATCH
L
I
N
E
2
MA
T
C
H
L
I
N
E
3
MATC
H
L
I
N
E
4
LEGEND:
BASE BID HMA REMOVAL
BASE BID PCC REMOVAL
BASE BID PCC CURB & GUTTER REMOVAL
ALTERNATE BID A HMA REMOVAL
ALTERNATE BID A PCC REMOVAL
ALTERNATE BID A PCC CURB & GUTTER REMOVAL
FULL DEPTH SAW CUT (TYP.)
NOTES:
1.PER THE GEOTECHNICAL REPORT, ALL EXISTING HMA PAVEMENT IS
ASSUMED TO HAVE AN AVERAGE DEPTH OF 3.5 INCHES EXCEPT
WHERE NOTED ON THE PLANS. ALL EXISTING PCC PAVEMENT,
INCLUDING CURB AND GUTTER SECTIONS, IS ASSUMED TO HAVE AN
AVERAGE DEPTH OF 8.5 INCHES.
2.CONTRACTOR SHALL TAKE CARE TO PROTECT THE EXISTING
PAVEMENTS TO REMAIN. ANY DAMAGE CAUSED TO THE EXISTING
PAVEMENT DURING CONSTRUCTION SHALL BE REPLACED AT THE
CONTRACTOR'S EXPENSE.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES
ON SITE UNLESS OTHERWISE STATED IN THE PLANS.
4.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY ACCESS
OR CONSTRUCTION ACTIVITIES TO ORIGINAL CONDITIONS. THIS MAY
INCLUDE SCARIFYING AND RE-SEEDING OR OTHER RESTORATION
EFFORTS AS REQUIRED. THIS SHALL BE CONSIDERED INCIDENTAL TO
MOBILIZATION AND NOT MEASURED SEPARATELY FOR PAYMENT. SEE
ESTIMATE REFERENCE INFORMATION FOR BID ITEMS SEEDING,
FERTILIZING AND MULCHING (ALL TYPES).
5.ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM SITE AND
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY
DISPOSED OF OFF AIRPORT PROPERTY.
6.POSTAL SERVICE SHALL BE MAINTAINED THROUGHOUT THE
DURATION OF THE PROJECT. TEMPORARY, CLEARLY LABELED
MAILBOXES MAY BE INSTALLED AT THE LOCATION PROVIDED ON THE
PHASING AND TRAFFIC CONTROL PLAN. EXISTING MAILBOXES SHALL
BE SALVAGED AND REINSTALLED PRIOR TO COMPLETION OF THE
PROJECT. IF MAILBOXES ARE DESTROYED THEY SHALL BE REPLACED
AT THE CONTRACTOR'S COST.
56
111
Capital Improvements Plan Airport Entryway Improvements Project Status: Scope Change Cost Decrease City Of Ames, Iowa
Description/Justification
This program includes enhancing airport access by reconstructing the main entry road and upgrading signage to improve traffic flow efficiency. This aligns with the
FAA's Airport Improvement Program (AIP), which, although primarily concentrated on airside and specific facilities, underscor es the significance of overall airport
functionality, particularly in terms of accessibility and operational efficiency.
Comments
The program's projects include the main access road improvement, expanding paved parking, and enhancing the central entryway landscaping. This program aligns
with the Airport Master Plan goals and adheres to FAA best practices.
2024/25 Airport entrance road improvements
2025/26 Landscaping central entryway greenspace
2027/28 Airport parking expansion (southern half)
2028/29 Airport parking expansion (northern half)
Location
2520 Airport Drive
Total 2024/25 2025/26 2026/27 2027/28 2028/29
Cost:
Engineering 220,000 80,000 15,000 55,000 70,000
Construction 1,500,000 600,000 100,000 340,000 460,000
Total 1,720,000 680,000 115,000 395,000 530,000
Financing:
G.O. Bonds 1,605,000 680,000 395,000 530,000
Airport Improvements Fund 115,000 115,000
Total 1,720,000 680,000 115,000 395,000 530,000
Program - Activity: Department: Account Number:
Transportation - Airport Public Works 385-7080-439
57
SHEET
B
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,
I
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20
2
5
,
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\
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2
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1
3
6
2
8
6
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0
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1
3
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2
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1
0
/
2
0
2
5
5
:
2
3
:
3
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
A.01
TITLE SHEET
NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS
PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR
TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE
LAW. NOTIFY IOWA ONE CALL 1-800-292-8989 OR 811
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS
UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS
UTILITY LEVEL WAS DETERMINED ACCORDING TO THE
GUIDELINES OF CI/ASCE 38-22, ENTITLED "STANDARD
GUIDELINE FOR INVESTIGATING AND DOCUMENTING
EXISTING UTILITIES".
PROJECT LOCATION
FEETSCALE
0 400200
MAP OF THE
CITY OF AMES
STORY COUNTY, IA
CITY OF AMES
CONSTRUCTION PLANS FOR
2024/25 AIRPORT
ENTRYWAY IMPROVEMENTS
R
THE 2025 EDITION OF THE "IOWA STATEWIDE URBAN
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS" AND CITY OF
AMES SUPPLEMENTAL SPECIFICATIONS TO SUDAS (2023
EDITION).
MUTCD 2023 AS ADOPTED BY IOWA DEPARTMENT OF
TRANSPORTATION.
ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND
ORDINANCES WILL BE COMPLIED WITHIN THE CONSTRUCTION
OF THIS PROJECT.
GOVERNING SPECIFICATIONS
MY LICENSE RENEWAL DATE IS
PAGES OR SHEETS COVERED BY THIS SEAL:
LICENSE NUMBER:DATE:
I OWA
LIC
ENSED PROFESS IONAL ENGINEER
I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS
PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF IOWA.
21134
DECEMBER 31, 2025
ALL SHEETS
JOSEPH P.
ROENFELDT,
21134
JOSEPH P. ROENFELDT, P.E.
STORY COUNTY, IA
SHEET NUMBER SHEET TITLE
A.01 TITLE SHEET
A.02 LEGEND, SYMBOLS & GENERAL INFORMATION
B.01 - B.02 TYPICAL SECTIONS AND DETAILS
C.01 - C.04 QUANTITIES & ESTIMATE REFERENCE INFORMATION
CE.01 EROSION CONTROL PLAN
D.01 ENTRANCE ROAD PLAN - OVERVIEW
D.02 - D.06 ENTRANCE ROAD PLAN & PROFILE
E.01- E.06 DETAILED GRAIDNG PLAN - BASE BID
E.07 - E.08 DETAILED GRADING PLAN - ALTERNATE BID A
F.01 EXISTING CONDITIONS & DEMOLITION PLAN - OVERVIEW
F.02 - F.04 EXISTING CONDITIONS & DEMOLITION PLAN - BASE BID
F.05 - F.06 EXISTING CONDITIONS & DEMOLITION PLAN - ALTERNATE BID A
G.01 CONTROL POINTS & STATIONING INFORMATION
G.02 SITE GEOMETRIC LAYOUT - OVERVIEW
G.03 - G.07 SITE GEOMETRIC LAYOUT
J.01 - J.03 PHASING & TRAFFIC CONTROL PLAN
L.01 JOINTING PLAN - OVERVIEW
L.02 - L.04 JOINTING PLAN - BASE BID
L.05 - L.06 JOINTING PLAN - ALTERNATE BID A
M.01 - M.02 STORM SEWER PLAN & PROFILE - BASE BID
M.03 STORM SEWER PLAN & PROFILE - ALTERNATE BID A
M.04 SUBDRAIN PLAN
W.01 - W.04 CROSS SECTIONS
NOTE: A SEPARATE AIRFIELD WILDLIFE EXCLUSION
FENCING PROJECT (BY OTHERS) COULD POTENTIALLY BE
OCCURING AT THE SAME TIME AS THE PROPOSED PROJECT.
THE FENCING CONTRACTOR IS UTILIZING A SIMILAR
STAGING/STORAGE AREA AS IS SHOWN IN THESE PLANS. THE
CONTRACTOR FOR THIS PROPOSED PROJECT SHALL BE
RESPONSIBLE FOR COORDINATING WORK SUCH THAT IT DOES
NOT IMPEDE THE PROGRESS OF THE FENCING CONTRACTOR. IF
THE STAGING/STORAGE AREA NEEDS TO BE RELOCATED TO
ANOTHER PORTION OF THE INFIELD SECTION OF THE
ENTRANCE ROAD, PLEASE CONSULT WITH THE PROJECT
REPRESENTATIVE AND ENGINEER BEFORE DOING SO.
CITY OF AMES PROJECT NUMBER: 385-7080-439
03/14/2025
58
EXISTING TOPOGRAPHIC SYMBOLS
DRIVEWAY
HATCH PATTERNS
GRADING INFORMATION
952
950
952
950
1:4
HMA PAVEMENT
F F F F
E E E E
G G G G
XXXXXXXXXXXX
EXISTING PRIVATE UTILITY LINES
STORM SEWER RECTANGULAR CASTING
STORM SEWER CIRCULAR CASTING
STORM SEWER FLARED END / APRON
CURB BOX
FIRE HYDRANT
MANHOLE
WATER REDUCER
WATER BEND
PROPOSED TOPOGRAPHIC SYMBOLS
CLEANOUT
LIFT STATION
RIP RAP
OE OE OE OE
C C C C
DRAINAGE FLOW
BENCH
BUSH
CATCH BASIN CIRCULAR CASTING
CURB STOP
CATCH BASIN RECTANGULAR CASTING
SIGNAL CONTROL CABINET
CLEAN OUT
DRINKING FOUNTAIN
FLARED END / APRON
FLAG POLE
FUEL PUMP
GRILL
HANDICAP SPACE
HANDHOLE
FIRE HYDRANT
MAILBOX
MANHOLE-HEAT
MANHOLE-ELECTRIC
MANHOLE-GAS
MANHOLE-SANITARY SEWER
MANHOLE-STORM SEWER
MANHOLE-COMMUNICATION
MANHOLE-UTILITY
PEDESTRIAN PUSH BUTTON
PEDESTAL-ELECTRIC
PEDESTAL-COMMUNICATION
VALVE POST INDICATOR
PARKING METER
LIGHT POLE
POLE-UTILITY
POST
PICNIC TABLE
RAILROAD SIGNAL POLE
REGULATION STATION GAS
TREE-DECIDUOUS
SATELLITE DISH
SIGN TRAFFIC
WATER SPIGOT
IRRIGATION SPRINKLER HEAD
IRRIGATION VALVE BOX
TREE STUMP
TELEPHONE BOOTH
TRANSFORMER-ELECTRIC
TREE-DEAD
TRASH CAN
TRAFFIC SIGNAL
VALVE
WETLAND
WELL
TREE-CONIFEROUS
GUY WIRE ANCHOR
LIFT STATION
LIFT STATION CONTROL PANEL
MANHOLE-WATER
BASKETBALL POST
CULVERT END
SOIL BORING
ABBREVIATIONS
A ALGEBRAIC DIFFERENCE
ADJ ADJUST
ALT ALTERNATE
B-B BACK TO BACK
BLDG BUILDING
BMP BEST MANAGEMENT PRACTICE
BR BEGIN RADIUS
BV BUTTERFLY VALVE
CB CATCH BASIN
C&G CURB AND GUTTER
CIP CAST IRON PIPE
CIPP CURED-IN-PLACE PIPE
CL CENTER LINE
CL.CLASS
CMP CORRUGATED METAL PIPE
C.O.CHANGE ORDER
COMM COMMUNICATION
CSP CORRUGATED STEEL PIPE
CLVT CULVERT
DIA DIAMETER
DIP DUCTILE IRON PIPE
DWY DRIVEWAY
E EXTERNAL CURVE DISTANCE
ESMT EASEMENT
ELEC ELECTRIC
ELEV/EL ELEVATION
EOF EMERGENCY OVERFLOW
ER END RADIUS
EX EXISTING
FES FLARED END SECTION
F-F FACE TO FACE
FF FINISHED FLOOR
F&I FURNISH AND INSTALL
FM FORCEMAIN
FO FIBER OPTIC
F.O.FIELD ORDER
GRAN GRANULAR
GRAV GRAVEL
GU GUTTER
GV GATE VALVE
HDPE HIGH DENSITY POLYETHYLENE
HH HANDHOLE
HMA HOT MIX ASPHALT
HP HIGH POINT
HWL HIGH WATER LEVEL
HYD HYDRANT
I INVERT
K CURVE COEFFICIENT
L LENGTH
LO LOWEST OPENING
LP LOW POINT
LT LEFT
MH MANHOLE
MIN MINIMUM
MR MID RADIUS
NIC NOT IN CONTRACT
NMC NON-METALLIC CONDUIT
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
OHW ORDINARY HIGH WATER LEVEL
PC POINT OF CURVE
PCC PORTLAND CEMENT CONCRETE
PE PERMANENT EASEMENT
PED PEDESTRIAN, PEDESTAL
PERF PERFORATED PIPE
PERM PERMANENT
PI POINT OF INTERSECTION
PL PROPERTY LINE
PRC POINT OF REVERSE CURVE
PT POINT OF TANGENT
PVC POLYVINYL CHLORIDE PIPE
PVMT PAVEMENT
R RADIUS
RCP REINFORCED CONCRETE PIPE
RET RETAINING
R/W RIGHT-OF-WAY
RSC RIGID STEEL CONDUIT
RT RIGHT
SAN SANITARY SEWER
SCH SCHEDULE
SERV SERVICE
SHLD SHOULDER
STA STATION
STD STANDARD
STM STORM SEWER
TC TOP OF CURB
TE TEMPORARY EASEMENT
TEMP TEMPORARY
TNH TOP NUT HYDRANT
TP TOP OF PIPE
TYP TYPICAL
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
VPC VERTICAL POINT OF CURVE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENT
WM WATERMAIN
WS WATER SERVICE
AC ACRES
CF CUBIC FEET
CV COMPACTED VOLUME
CY CUBIC YARD
EA EACH
EV EXCAVATED VOLUME
LB POUND
LF LINEAR FEET
LS LUMP SUM
LV LOOSE VOLUME
SF SQUARE FEET
SV STOCKPILE VOLUME
SY SQUARE YARD
UNDERGROUND FIBER OPTIC
UNDERGROUND ELECTRIC
UNDERGROUND GAS
UNDERGROUND COMMUNICATION
OVERHEAD ELECTRIC
OVERHEAD COMMUNICATION
OVERHEAD UTILITY
953.53
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED CONTOUR MAJOR
PROPOSED GRADING LIMITS / SLOPE LIMITS
PROJECT LIMITS
PROPOSED SPOT ELEVATION
RISE:RUN (SLOPE)
OC OC OC OC
OU OU OU OU
STORM SEWER OUTLET STRUCTURE
STORM SEWER OVERFLOW STRUCTURE
STA:5+67.19
980.87
TRAFFIC ARM BARRIER
VENT PIPE
TILE INLET
TILE RISER
SIREN
DRIVE-THRU MICROPHONE
METER
ACCESS GRATE
FILL PIPE
DOWN SPOUT
BIRD FEEDER
ANTENNA
AIR CONDITION UNIT
NOTE:
EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY
EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY IOWA ONE CALL - 1-800-292-8989
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS
DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING
EXISTING UTILITIES".
UTILITIES IDENTIFIED WITH A QUALITY LEVEL OTHER THAN D:
LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL
EXAMPLE: UNDERGROUND GAS, QUALITY LEVEL A
UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN CI/ASCE 38-22.
UTILITY QUALITY LEVELS:
LEVEL D - INFORMATION COMES SOLELY FROM EXISTING UTILITY RECORDS.
LEVEL C - SURVEYING ABOVE GROUND UTILITY FACILITIES, SUCH AS MANHOLES, VALVE BOXES, ETC; AND CORRELATING THIS INFORMATION WITH
EXISTING UTILITY RECORDS.
LEVEL B - THE USE OF SURFACE GEOPHYSICAL TECHNIQUES TO DETERMINE THE EXISTENCE AND HORIZONTAL POSITION OF UNDERGROUND
UTILITIES.
LEVEL A - THE USE OF NONDESTRUCTIVE DIGGING EQUIPMENT AT HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES, AS WELL
AS THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTICS.
G-A G-A
UTILITY MARKER
VALVE VAULT
WET WELL
YARD HYDRANTY
BARRICADE PERMANENT
TILE OUTLET
EXISTING UTILITY LINES
l l l l l l l l l l
>>>>>
>>>>>>>>>>>>>>>>>>>>
>>>>>>>>
l l l l l l
l l l l l l l l l l l l
PROPOSED UTILITY LINES
>>>>>
SURVEY SYMBOLS
>>>>>>>>>>>>
SURVEY LINES
o o o
PAVEMENT MARKING
AUTO SPRINKLER CONNECTION
WETLAND DELINEATED MARKER
CONTROLLED ACCESS
BOUNDARY
CENTERLINE
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
EXISTING LOT LINE
PROPOSED LOT LINE
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
SETBACK LINE
SECTION LINE
BUSH LINE
TREE LINE
GUARD RAIL
FENCE-DECORATIVE
FENCE
RETAINING WALL
PIPE CASING
WATER SERVICE
WATERMAIN
STORM SEWER DRAIN TILE
STORM SEWER
SANITARY SERVICE
SANITARY SEWER
FORCEMAIN
WATER TEE
WATER CROSS
WATER SLEEVE
WATER CAP / PLUG
WATER VALVE
EXISTING TOPOGRAPHIC LINES
QUARTER LINE
SIXTEENTH LINE
TRAFFIC SIGNS
BOLLARD
TEMPORARY EASEMENT
GRAVEL
SIDEWALK PCC PAVEMENT
LIGHT POLE
VAULT
WW
BENCHMARK LOCATION
MONUMENT FOUND
CAST IRON MONUMENT
CONTROL POINT STONE MONUMENT
TRENCHLESS PIPE (PLAN VIEW)
TRENCHLESS PIPE (PROFILE VIEW)
ELECTRIC CAR CHARGE STATIONEV
H
F
CLVT
CO
B
B
AC
CP
L
C
E
G
H
U
S
D
W
MANHOLE-RECLAIMED WATERW
M
C
E
P
Y
WW
WS
V
V
U
TRASH
TILE
G
||||||||||||
>>>>>>
>>>>>>>>>>>>
l l l l l l
l l l l l l l l l l l l
>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>
WATER SERVICE
WATERMAIN
STORM SEWER DRAIN TILE
STORM SEWER
SANITARY SERVICE
SANITARY SEWER
FORCEMAIN
WR WR WR WR WR WR RECLAIMED WATER
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DESIGNED
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CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
A.02
LEGEND, SYMBOLS, & GENERAL INFORMATIONFEETSCALE
0 20 40
HORZ.
59
℄
10'
13' OR EXTENDED IN RADII
(SEE LAYOUT PLAN)10'
13' OR EXTENDED IN RADII
(SEE LAYOUT PLAN)
2%2%
℄
10'
13' OR EXTENDED IN RADII
(SEE LAYOUT PLAN)
2%
10'13'
2%
FULL 6" CURB FULL 6" CURB
2" DROP CURB 2" DROP CURB MATCH
EXISTING
MATCH
EXISTING
MATCH
EXISTING
MATCH
EXISTING
VARIES VARIES
VARIES VARIES
TYPICAL SECTION TABLE
STATION FULL HEIGHT
CURB LEFT
FULL HEIGHT
CURB RIGHT
DROP CURB
LEFT
DROP CURB
RIGHT
EAST SECTION
201+99.38 TO 204+66.93 X X
204+67.43 TO 204+93.79 X X
204+94.29 TO 205+50.54 X X
205+51.04 TO 205+78.32 X X
205+78.82 TO 205+97.25 X X
205+97.97 TO 206+20.61 X X
206+21.11 TO 206+47.28 X X
206+47.91 TO 206+59.07 X X
WEST SECTION
101+65.83 TO 102+12.30 X X
102+12.80 TO 103+42.30 X X
104+58.32 TO 106+63.62 X X
106+64.04 TO 106+82.15 X X
106+82.57 TO 107+42.87 X X
107+44.57 TO 107+93.58 X X
107+94.20 TO 108+45.58 X X
108+46.08 TO 108+55.13 X X
108+55.76 TO 109+04.81 X X
109+05.44 TO 109+07.09 X X
REFER TO SUBDRAIN
PLAN FOR LOCATION
AND DEPTH
REFER TO SUBDRAIN
PLAN FOR LOCATION
AND DEPTH
REFER TO SUBDRAIN
PLAN FOR LOCATION
AND DEPTH
REFER TO SUBDRAIN
PLAN FOR LOCATION
AND DEPTH
1'
1'
2'
2'
12" SUBGRADE PREPARATION
6" MODIFIED SUBBASE
7" PCC PAVEMENT
12" SUBGRADE PREPARATION
6" MODIFIED SUBBASE
7" PCC PAVEMENT
4.5"
7.5"
6"
7.5"2"
6" PCC PAVEMENT DRIVEWAY
6" MODIFIED SUBBASE
12" SUBGRADE PREPARATION
R3"
R3"
7"7"
STANDARD SUDAS DETAILS (NO MODIFICATIONS) USE BY REFERENCE
Figure No.Iowa DOT SRP Figure Title Last Revised Sheets
2010.101 ----Details of Embankments and Rebuilding Embankments 10/21/2014 1
2010.102 ----Designations of Roadway Earthwork Items 10/21/2014 1
3010.101 SW-101 Trench Bedding and Backfill Zones 4/17/2018 1
3010.102 SW-102 Rigid Gravity Pipe Trench Bedding 4/20/2021 2
4020.211 SW-211 Storm Sewer Pipe Connections 4/17/2018 1
4030.231 ----Subdrains 10/21/2014 1
4030.232 ----Subdrain Cleanouts 2020 Edition 1
4030.233 ----Subdrain Outlets 2025 Edition 1
6010.501 SW-501 Single Grate Intake 4/21/2020 1
6010.511 SW-511 Rectangular Area Intake 4/21/2020 1
6010.514 SW-514 Boxout for Grate Intakes 4/17/2018 3
6010.603 SW-603 Castings for Grate Intakes 10/16/2018 2
6010.604 SW-604 Castings for Area Intakes 4/21/2020 2
7010.101 PV-101 Joints 4/15/2025 8
7010.121 PV-121 Jointing PCC Pavement Widening 4/21/2015 1
7010.901 ----PCC Pavement Jointing 4/19/2022 1
7030.101 ----Concrete Driveway, Type A 2022 Edition 1
9040.102 ----Filter Berm and Filter Sock 2025 Edition 1
9040.119 ----Silt Fence 2025 Edition 2
9040.120 ----Stabilized Construction Exit 2025 Edition 1
11030.101 ----Temporary Mailboxes 10/18/2016 1
ANY ADDITIONAL SUBBASE
EXTENSION INSTALLED
BEYOND 2' SHALL BE AT THE
CONTRACTOR'S EXPENSE
ANY ADDITIONAL SUBBASE
EXTENSION INSTALLED
BEYOND 2' SHALL BE AT THE
CONTRACTOR'S EXPENSE
ANY ADDITIONAL SUBBASE
EXTENSION INSTALLED
BEYOND 2' SHALL BE AT THE
CONTRACTOR'S EXPENSE
ANY ADDITIONAL SUBBASE
EXTENSION INSTALLED
BEYOND 2' SHALL BE AT THE
CONTRACTOR'S EXPENSE
SHEET
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DESIGNED
DRAWN
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CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
B.01
TYPICAL SECTIONS & DETAILS
1 26' BACK-TO-BACK ROAD SECTION
FULL HEIGHT CURBS
2 26' BACK-TO-BACK ROAD SECTION
DROP CURBS
5 FULL HEIGHT CURB 6 DROP CURB
7 DRIVEWAY AND PARKING
PCC PAVEMENT SECTION
60
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DESIGNED
DRAWN
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CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
B.02
TYPICAL SECTIONS & DETAILS
CAP (TYP.)
8'
-
0
"
6"
3'
-
0
"
1'-6" DIA.
GROUND LINE
D
D
OUTSIDE AIRFIELD INSIDE AIRFIELD
GALVANIZED WIRE
TIES AT 1'-0" O.C.
ALONG FENCE
GROUND LINE
SECTION D-D
2 WILDLIFE DETERRENT FENCE WITHOUT OUTRIGGERS OR SKIRT
NOT TO SCALE
1 TYPICAL 8' OR CHAIN LINK FENCE WITHOUT OUTRIGGERS OR SKIRT (TERMINAL AREA ONLY)
NOT TO SCALE
3"
(
T
Y
P
.
)
SEE PLANS
EXISTING
PROPERTY LINE
(WHERE APPLICABLE)
WILDLIFE FENCE NOTES:
1.THIS DETAIL ONLY APPLIES TO THE TEMPORARY ACCESS THROUGH THE TERMINAL AREA FENCE IF THE WILDLIFE FENCING CONTRACTOR HAS ALREADY COMPLETED THE WORK IN THIS LOCATION.
2.THE WILDLIFE SKIRT IS AN EXTENSION OF THE CHAIN LINK OR WOVEN WIRE FABRIC ERECTED ABOVE GROUND AND SHALL BE ONE CONTINUOUS PIECE. IN AREA OF WETLAND, CONTRACTOR SHALL USE "PUSH-IN" TYPE SKIRT. SEE DETAILS.
3.CONTRACTOR SHALL NOT RESTRICT FLOW OF RUNOFF AFTER BACKFILLING THE WILDLIFE SKIRT.
4.PULL POSTS SHALL BE ERECTED BETWEEN END, CORNER, OR GATE POSTS AT INTERVALS NOT EXCEEDING REFERENCE SPECIFICATION. ADDITIONAL PULL POSTS SHALL BE ERECTED IF SO DIRECTED BY THE ENGINEER. PULL BRACE POSTS SHALL BE BRACED FROM BOTH
SIDES OF THE POST.
5.SEE SPECIFICATIONS FOR GROUNDING REQUIREMENTS.
6.THE BARBED WIRE ARMS SHALL BE PER ASTM F626, TYPE 1.
7.BOTTOM TENSION WIRE SHALL BE STRETCHED TAUT FROM TERMINAL TO TERMINAL POST AND SECURELY FASTENED TO EACH INTERMEDIATE POST AT GROUND LINE. TERMINAL POST ARE THOSE AT END, CORNER, GATE, BEGINNING, OR ABRUPT VERTICAL CHANGES.
8.CONCRETE USED FOR THE CONCRETE FOOTINGS SHALL CONFORM TO P-610 SPECIFICATIONS.
9.DEPTH OF EXCAVATION SHALL BE INSPECTED AND APPROVED BY THE ENGINEER PRIOR TO PLACEMENT OF THE CHAIN LINK FENCE FABRIC WILDLIFE DETERRENT SKIRT.
CAP (TYP.)
6"
3'
-
0
"
1'-6" DIA.
1' DIA.
6"
P-610 CONCRETE
(TYP.)
LINE POST MAX SPACING
PER SPECIFICATIONS
CORNER OR
END POST
(TYP.)
BRACE RAIL - TIES TO
ATTACH FABRIC TO
BRACE RAIL (TYP.)
TRUSS ROD (TYP.)
TENSION WIRE
NEAR GROUND
LEVEL (TYP.)
TOP RAIL (TYP.)
WIRE CLIPS OR TIES TO
ATTACH FABRIC TO
POSTS AT INTERVALS NO
MORE THAN 12" (TYP.)
CAP (TYP.)CAP (TYP.)
TENSION WIRE (TYP.)
WIRE CLIPS OR TIES
TO ATTACH FABRIC
TO POSTS AT INTERVAL
NO MORE THAN 12"
(TYP.)
BRACE POST
OR PULL POST
(TYP.)
TRUSS ROD
(TYP.)
BRACE RAIL
(TYP.)
BRACE OR PULL POST
MAX SPACING PER
SPECIFICATIONS
GROUND
LINE
FENCE FABRIC (TYP.)
CORNER/END POST
LINE POST
LINE POST BRACE POST
61
ESTIMATED PROJECT QUANTITIES (BASE BID)
ITEM NO.ITEM CODE ITEM UNIT QUANTITY AS-BUILT QTY.
1 1070-214 REMOVE AND RE-INSTALL MAILBOXES EA 4
2 2010-D-1 TOPSOIL STRIP, SALVAGE AND RESPREAD, ON-SITE CY 385
3 2010-E EXCAVATION, CLASS 13 CY 635
4 2010-G SUBGRADE PREPARATION, 12 INCH SY 3150
5 2010-J SUBBASE, MODIFIED, 6 INCHES SY 3325
6 4020-A-1 STORM SEWER, TRENCHED, PVC, 8 INCH LF 10
7 4020-A-1 STORM SEWER, TRENCHED, RCP, 15 INCH LF 20
8 4020-D REMOVAL OF STORM SEWER, RCP, 15 INCH LF 20
9 4020-D REMOVAL OF STORM SEWER, PVC, 8 INCH LF 5
10 4040-A SUBDRAIN, TYPE 1B OR TYPE 1C , HDPE, 6 INCH LF 1270
11 4040-C-1 SUBDRAIN CLEANOUT, TYPE A-1, 6 INCH EA 6
12 6010-B INTAKE, SW-501 EA 1
13 6010-B INTAKE, SW-511 EA 1
14 6010-E INTAKE ADJUSTMENT, MINOR EA 1
15 6010-G CONNECTION TO EXISTING INTAKE EA 2
16 6010-H REMOVE INTAKE EA 2
17 7010-A PAVEMENT, PCC, 7 INCH, CLASS C, INCLUDING CURB SY 2750
18 7030-A-3 REMOVAL AND DISPOSAL OR REINSTALLATION OF EXISTING GRANULAR SURFACING SY 550
19 7030-H-1 DRIVEWAY, PAVED, PCC, 6 INCH, INCLUDING CURB SY 225
20 7030-H-2
TEMPORARY CONSTRUCTION ACCESS INSTALL AND REMOVE, GRANULAR, CLASS A
ROADSTONE, 12 INCH DEEP LS 1
21 7040-H PAVEMENT REMOVAL, HMA SY 2050
22 7040-H PAVEMENT REMOVAL, PCC (INCLUDING CURB & GUTTER)SY 300
23 7040-I CURB AND GUTTER REMOVAL LF 1550
24 8030-A TEMPORARY TRAFFIC CONTROL LS 1
25 8040-I REMOVE AND REINSTALL TRAFFIC SIGNS EA 2
26 9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN AC 0.6
27 9010-E WARRANTY LS 1
28 9040-A-1 SWPPP PREPARATION LS 1
29 9040-A-2 SWPPP MANAGEMENT LS 1
30 9040-D-1 FILTER SOCK, 9 INCH LF 2250
31 9040-D-2 FILTER SOCKS, REMOVAL LF 2250
32 9040-T-1 INLET PROTECTION DEVICE, INTAKE EA 6
33 11010-A CONSTRUCTION SURVEY LS 1
34 11020-A MOBILIZATION LS 1
35 11030-A MAINTENANCE OF POSTAL SERVICE LS 1
36 11050-A CONCRETE WASHOUT LS 1
ESTIMATED PROJECT QUANTITIES (ALTERNATE BID A)
ITEM NO.ITEM CODE ITEM UNIT QUANTITY AS-BUILT QTY.
A1 2010-D-1 TOPSOIL STRIP, SALVAGE AND RESPREAD, ON-SITE CY 200
A2 2010-E EXCAVATION, CLASS 13 CY 400
A3 2010-G SUBGRADE PREPARATION, 12 INCH SY 1675
A4 2010-J SUBBASE, MODIFIED, 6 INCHES SY 1775
A5 4020-A-1 STORM SEWER, TRENCHED, PVC, 12 INCH LF 10
A6 4040-A SUBDRAIN, TYPE 1B OR TYPE 1C , HDPE, 6 INCH LF 925
A7 4040-C-1 SUBDRAIN CLEANOUT, TYPE A-1, 6 INCH EA 4
A8 6010-B INTAKE, SW-501 EA 1
A9 6010-E INTAKE ADJUSTMENT, MINOR EA 1
A10 6010-G CONNECTION TO EXISTING INTAKE EA 2
A11 6010-H REMOVE INTAKE EA 1
A12 7010-A PAVEMENT, PCC, 7 INCH, CLASS C, INCLUDING CURB SY 1425
A13 7030-A-3 REMOVAL AND DISPOSAL OR REINSTALLATION OF EXISTING 4" GRANULAR SURFACING SY 250
A14 7030-H-1 DRIVEWAY, PAVED, PCC, 6 INCH, INCLUDING CURB SY 150
A15 7040-H PAVEMENT REMOVAL, HMA SY 925
A16 7040-H PAVEMENT REMOVAL, PCC (INCLUDING CURB & GUTTER)SY 175
A17 7040-I CURB AND GUTTER REMOVAL LF 915
A18 8030-A TEMPORARY TRAFFIC CONTROL LS 1
A19 8040-I REMOVE AND REINSTALL TRAFFIC SIGNS EA 1
A20 9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN AC 0.2
A21 9010-E WARRANTY LS 1
A22 9040-D-1 FILTER SOCK, 9 INCH LF 750
A23 9040-D-2 FILTER SOCKS, REMOVAL LF 750
A24 9040-T-1 INLET PROTECTION DEVICE, INTAKE EA 3
A25 11010-A CONSTRUCTION SURVEY LS 1
A26 11020-A MOBILIZATION LS 1
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C.01
QUANTITIES & ESTIMATE REFERENCE INFORMATION 62
ESTIMATE REFERENCE INFORMATION (BASE BID)
ITEM
NO.
ITEM
CODE DESCRIPTION
1 1070-214 REMOVE AND RE-INSTALL MAILBOXES
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 1070 AND THE PLANS. CONTRACTOR SHALL REMOVE EXISTING MAILBOXES
LOCATED ALONG THE AIRPORT ENTRANCE ROAD TO ALLOW FOR INSTALLATION OF THE
PROPOSED IMPROVEMENTS. REMOVED MAILBOXES SHALL BE STORED BY THE
CONTRACTOR UNTIL THEY CAN BE REINSTALLED. AFTER COMPLETION OF THE
IMPROVEMENTS THE CONTRACTOR SHALL RE-INSTALL MAILBOXES IN A SIMILAR LOCATION
AS THEY CURRENTLY ARE. EXACT LOCATION TO BE DETERMINED BY CONSTRUCTION
PROJECT REPRESENTATIVE. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER EACH
MAILBOX REMOVED AND REPLACED.
2 2010-D-1 TOPSOIL STRIP, SALVAGE AND RESPREAD, ON-SITE
TOPSOIL WITHIN THE GRADING LIMITS OF THE PROJECT SHALL BE STRIPPED TO A DEPTH OF
6 INCHES, SALVAGED, AND RESPREAD AT A MINIMUM DEPTH OF 4 INCHES. ITEM INCLUDES
HAULING OFF SITE TO STORE AND HAULING BACK IN IF NEEDED. REFER TO THE
EXCAVATION BID ITEMS FOR CALCULATION OF BID ITEM QUANTITY. METHOD OF PAYMENT
SHALL BE PER CUBIC YARD AT THE CONTRACT QUANTITY. NO MEASUREMENT SHALL BE
MADE FOR THIS ITEM UNLESS PLAN CHANGES ARE MADE.
3 2010-E EXCAVATION, CLASS 13
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 2010 AND THE PLANS. THIS ITEM SHALL INCLUDE REMOVAL AND RESHAPING OF
EXISTING MATERIAL TO FINISHED SUBGRADE ELEVATION, AND MANIPULATION OF TOPSOIL.
6 INCHES OF TOPSOIL SHALL BE STRIPPED FROM THE PROJECT SITE AND 4 INCHES SHALL BE
RESPREAD. BASIS OF PAYMENT SHALL BE TEMPLATE QUANTITIES AS FOLLOWS:
EARTHWORK TOPSOIL
CUT = 635 CY STRIP = 385 CY
FILL + 30% = 320 CY RESPREAD + 30% = 360 CY
WASTE, OFF-SITE = 315 CY WASTE, ON-SITE = 25 CY
ALL EXCESS MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR AND HAULED OFF
SITE. TOPSOIL SHALL BE PLACED AND SPREAD TO A MINIMUM THICKNESS OF 4 INCHES IN
ALL DISTURBED TURF AREAS.
4 2010-G SUBGRADE PREPARATION, 12 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 2010 AND THE PLANS. PRIOR TO SUBGRADE PERPARATION, THE SUBGRADE AREA
SHALL BE PROOF ROLLED TO CONFIRM STABILITY. SUBGRADE SHALL BE SCARIFIED AND
RECOMACTED TO A 12 INCHES THICKNESS AND 1 FOOT OUTSIDE THE EDGE OF PAVEMENT.
SUBGRADE SHALL BE COMPACTED IN ACCORDANCE WITH MOISTURE AND DENISTY
CONTROL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER SQUARE YARD OF
SUBGRADE PREPARATION PERFORMED.
5 2010-J SUBBASE, MODIFIED, 6 INCHES
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 2010 AND THE PLANS. MODIFIED SUBBASE SHALL BE CONSTRUCTED TO 6 INCHES
THICKNESS AND 2 FEET OUTSIDE THE EDGE OF PAVEMENT. SUBBASE SHALL BE COMPACTED
IN ACCORDANCE WITH MOISTURE AND DENISTY CONTROL. BASIS OF MEASUREMENT AND
PAYMENT SHALL BE PER SQUARE YARD OF SUBBASE INSTALLED.
6 4020-A-1 STORM SEWER, TRENCHED, PVC, 8 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 4020 AND THE PLANS. TRENCH EXCAVATION; DEWATERING; FURNISHING AND
INSTALLING PIPE; FURNISHING, PLACING, AND COMPACTING BEDDING AND BACKFILL
MATERIAL; JOINT WRAPPING; WYES AND OTHER FITTINGS; PIPE JOINTS; TESTING; AND
INSPECTION SHALL BE CONSIDERED INCIDENTAL. MATERIALS AND INSTALLATION OF
CONNECTING MATERIALS TO ALLOW FOR CONNECTION TO EXISTING PIPES SHALL BE
CONSIDERED INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER LINEAR
FOOT OF PIPE INSTALLED.
7 4020-A-1 STORM SEWER, TRENCHED, RCP, 15 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 4020 AND THE PLANS. TRENCH EXCAVATION; DEWATERING; FURNISHING AND
INSTALLING PIPE; FURNISHING, PLACING, AND COMPACTING BEDDING AND BACKFILL
MATERIAL; JOINT WRAPPING; WYES AND OTHER FITTINGS; PIPE JOINTS; TESTING; AND
INSPECTION SHALL BE CONSIDERED INCIDENTAL. MATERIALS AND INSTALLATION OF
CONNECTING MATERIALS TO ALLOW FOR CONNECTION TO EXISTING PIPES SHALL BE
CONSIDERED INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER LINEAR
FOOT OF PIPE INSTALLED.
8 4020-D REMOVAL OF STORM SEWER, RCP, 15 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 4020 AND THE PLANS. REMOVAL, DISPOSAL, AND CAPPING (IF SPECIFIED) OF PIPE;
AND FURNISHING, PLACING, AND COMPACTING BACKFILL MATERIAL SHALL BE CONSIDERED
INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER LINEAR FOOT OF PIPE
REMOVED.
9 4020-D REMOVAL OF STORM SEWER, PVC, 8 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 4020 AND THE PLANS. REMOVAL, DISPOSAL, AND CAPPING (IF SPECIFIED) OF PIPE;
AND FURNISHING, PLACING, AND COMPACTING BACKFILL MATERIAL SHALL BE CONSIDERED
INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER LINEAR FOOT OF PIPE
REMOVED.
10 4040-A SUBDRAIN, TYPE 1B OR TYPE 1C , HDPE, 6 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 4040 AND THE PLANS. EXCAVATION, FURNISHING SUBDRAIN MATERIALS
INCLUDING PIPE, FITTINGS AND OTHER CONNECTIONS, ENGINEERING FABRIC, POROUS
BACKFILL MATERIAL, AND ANY LABOR REQUIRED SHALL BE CONSIDERED INCIDENTAL TO
THIS BID ITEM. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER LINEAR FOOT OF
SUBDRAIN INSTALLED.
11 4040-C-1 SUBDRAIN CLEANOUT, TYPE A-1, 6 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 4040 AND THE PLANS. EXCAVATION, POROUS BACKFILL, MATERIALS REQUIRED
FOR SUBDRAIN CLEANOUT, RISER PIPES, SUBDRAIN CLEANOUT CASTINGS, PCC CLEANOUT
PADS, REINFORCEMENT REQUIRED PER THE PLANS, AND ENGINEERING FABRIC SHALL BE
CONSIDERED INCIDENTAL TO THIS BID ITEM. BASIS OF MEASUREMENT AND PAYMENT
SHALL BE PER EACH SUBDRAIN CLEANOUT INSTALLED.
12 6010-B INTAKE, SW-501
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 6010 AND THE PLANS. EXCAVATION; FURNISHING AND INSTALLING PIPE;
FURNISHING, PLACING, AND COMPACTING BEDDING AND BACKFILL MATERIAL; BASE;
STRUCTURAL CONCRETE; REINFORCING STEEL; PRECAST UNITS (IF USED); CONCRETE
FILLETS; PIPE CONNECTIONS; CASTINGS; AND ADJUSTMENT RINGS SHALL BE CONSIDERED
INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER EACH INTAKE
INSTALLED.
13 6010-B INTAKE, SW-511
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 6010 AND THE PLANS. EXCAVATION; FURNISHING AND INSTALLING PIPE;
FURNISHING, PLACING, AND COMPACTING BEDDING AND BACKFILL MATERIAL; BASE;
STRUCTURAL CONCRETE; REINFORCING STEEL; PRECAST UNITS (IF USED); CONCRETE
FILLETS; PIPE CONNECTIONS; CASTINGS; AND ADJUSTMENT RINGS SHALL BE CONSIDERED
INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER EACH INTAKE
INSTALLED.
14 6010-E INTAKE ADJUSTMENT, MINOR
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 6010 AND THE PLANS. FURNISHING AND INSTALLING EACH INTAKE EXTENSION
RING AND REINSTALLING THE CASTING LID SHALL BE CONSIDERED INCIDENTAL. IF A
DIFFERENT CASTING IS REQUIRED TO COMPLETE THE INTENT OF THE IMPROVEMENT IT
SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. BASIS OF MEASUREMENT AND
PAYMENT SHALL BE PER EACH INTAKE ADJUSTED.
15 6010-G CONNECTION TO EXISTING INTAKE
WORK UNDER THIS ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 6010 AND THE PLANS. CONNECTION OF PROPOSED STORM SEWER PIPE OR
SUBDRAIN TO AN EXISTING STRUCTURE INCLUDING BUT NOT LIMITED TO, CORE DRILLING
STRUCTURE TO ACCEPT PIPE, CONCRETE COLLARS FOR CONNECTION INCLUDING MESH
REINFORCEMENT, AND ANY GROUTING OF THE INTERIOR OF THE STRUCTURE AFTER
INSTALLATION SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. REMOVAL AND
REPLACEMENT OF INVERT AS NECESSARY IS INCIDENTAL TO THIS BID ITEM.
16 6010-H REMOVE INTAKE
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 6010 AND THE PLANS. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER
EACH INTAKE REMOVED.
17 7010-A PAVEMENT, PCC, 7 INCH, CLASS C, INCLUDING CURB
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 7010 AND THE PLANS. CONCRETE SHALL BE AN IOWA DOT C MIX WITH MINIMUM
COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. SLAG IS NOT ALLOWED. CURB AND
GUTTER SECTION IS INCLUDE IN THE AREA OF THIS ITEM AND SHALL BE INCIDENTAL TO
PAVEMENT CONSTRUCTION. REINFORCEMENT SHALL BE EPOXY COATED. 6 INCH MODIFIED
SUBBASE SHALL BE PLACED UNDER THE PAVEMENT AND IS PAID FOR UNDER A SEPARATE
BID ITEM. NO ADDITIONAL PAYMENT FOR COLD WEATHER PAVING OPERATIONS. FINAL
TRIMMING OF SUBGRADE OR SUBBASE, INTEGRAL CURB, BARS AND REINFORCEMENT,
JOINTS AND SEALING, SURFACE CURING AND PAVEMENT PROTECTION, SAFETY FENCING,
CONCRETE FOR RIGID HEADERS, AND BOXOUTS FOR FIXTURES SHALL BE INCIDENTAL TO
THIS ITEM. ALL JOINTS SHALL BE CONSTRUCTED, SAWED, AND SEALED AS SHOWN ON THE
PROJECT PLANS. CRACKED PANELS SHALL BE REMOVED AND REPLACED AT THE
CONTRACTOR’S EXPENSE. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER SQUARE
YARD OF PAVEMENT INSTALLED.
18 7030-A-3 REMOVAL AND DISPOSAL OR REINSTALLATION OF EXISTING GRANULAR SURFACING
WORK UNDER THIS ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 7030 AND THE PLANS. DEPTH OF EXISTING GRANULAR SURFACING IS ASSUMED TO
BE 4 INCHES, HOWEVER IF DEEPER, THE ADDITIONAL DEPTH SHALL BE CONSIDERED
INCIDENTAL FOR REMOVAL, RESPREAD OR HAULING OFF SITE. IF EXISTING QUANTITY IS
REQUIRED TO PLACE A 6 INCH LIFT OF GRANULAR SURFACING FOR ALTERNATE BID A, THE
REMOVED MATERIAL SHALL BE UTILIZED AND ANY EXCESS SHALL BE DISPOSED OF OFF SITE.
BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER SQUARE YARD OF EXISTING
GRANULAR SURFACING REMOVED WITHIN THE PROJECT LIMITS AS IDENTIFIED IN THE
PLANS. HANDLING, STOCKPILING, AND PLACEMENT AT OTHER LOCATIONS WITHIN THE
PROJECT LIMITS SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM.
19 7030-H-1 DRIVEWAY, PAVED, PCC, 6 INCH, INCLUDING CURB
WORK UNDER THIS ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 7030 AND THE PLANS. CONCRETE WILL BE AN IOWA DOT C OR M MIX WITH A
MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. SLAG IS NOT ALLOWED.
CONCRETE TESTING WILL BE PROVIDED BY THE OWNER. NO EXTRA PAYMENT FOR COLD
WEATHER PAVING. METHOD OF MEASUREMENT AND PAYMENT SHALL BE PER SQUARE
YARD OF PCC DRIVEWAY PAVING AS MEASURED IN THE FIELD.
20 7030-H-2 TEMPORARY CONSTRUCTION ACCESS INSTALL AND REMOVE, GRANULAR, CLASS A
ROADSTONE, 12 INCH DEEP
WORK UNDER THIS ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 7030 AND THE PLANS. EXCAVATION, PREPARATION OF SUBGRADE, ENGINEERING
FABRIC, CLASS A ROADSTONE GRANULAR SURFACING, AND REMOVAL OF ALL ITEMS SHALL
BE CONSIDERED INCIDENTAL TO THIS BID ITEM. RESTORATION OF TEMPORARY
CONSTRUCTION ACCESS SHALL ALSO BE CONSIDERED INCIDENTAL TO THIS BID ITEM. BASIS
OF PAYMENT SHALL BE LUMP SUM.
21 7040-H PAVEMENT REMOVAL, HMA
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 7040 AND THE PLANS. ALL REMOVALS TO BE MARKED BY THE CONTRACTOR'S
SURVEYOR. FULL DEPTH SAW CUTS ALONG THE REMOVAL LIMITS ARE INCIDENTAL TO THIS
ITEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REMOVAL, EARTHWORK,
SUBGRADE PREPARATION, MODIFIED SUBBASE, AND PAVING EXPENSES DUE TO DAMAGED
EDGES. ADDITIONAL REMOVAL TO BE DETERMINED BY ENGINEER. ALL PAVEMENT
REMOVED SHALL BE PROPERLY DISPOSED OF OFF SITE. PAYMENT SHALL BE MADE FOR THE
AREA OF PAVEMENT REMOVED REGARDLESS OF THICKNESS. BASIS OF MEASUREMENT AND
PAYMENT SHALL BE PER SQUARE YARD OF PAVEMENT REMOVED.
22 7040-H PAVEMENT REMOVAL, PCC (INCLUDING CURB & GUTTER)
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 7040 AND THE PLANS. ALL REMOVALS TO BE MARKED BY THE CONTRACTOR'S
SURVEYOR. FULL DEPTH SAW CUTS ALONG THE REMOVAL LIMITS ARE INCIDENTAL TO THIS
ITEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REMOVAL, EARTHWORK,
SUBGRADE PREPARATION, MODIFIED SUBBASE, AND PAVING EXPENSES DUE TO DAMAGED
EDGES. ADDITIONAL REMOVAL TO BE DETERMINED BY ENGINEER. ALL PAVEMENT
REMOVED SHALL BE PROPERLY DISPOSED OF OFF SITE. PAYMENT SHALL BE MADE FOR THE
AREA OF PAVEMENT REMOVED REGARDLESS OF THICKNESS. REMOVAL OF PCC AREAS
SHALL INCLUDE ANY CURB AND GUTTER SECTIONS. BASIS OF MEASUREMENT AND
PAYMENT SHALL BE PER LINEAR FOOT OF PAVEMENT REMOVED.
23 7040-I CURB AND GUTTER REMOVAL
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 7040 AND THE PLANS. SAWING, BREAKING, REMOVING, AND DISPOSING OF
EXISTING CURB AND GUTTER SHALL BE CONSIDERED INCIDENTAL. CURB AND GUTTER
SHALL BE PROPERLY DISPOSED OF OFF SITE. BASIS OF MEASUREMENT AND PAYMENT
SHALL BE PER LINEAR FOOT OF CURB AND GUTTER REMOVED.
24 8030-A TEMPORARY TRAFFIC CONTROL
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 8030 AND THE PLANS. THIS BID ITEM SHALL INCLUDE ALL IDENTIFIED TRAFFIC
CONTROL ITEMS REQUIRED PER THE PLANS. BASIS OF PAYMENT SHALL BE LUMP SUM.
25 8040-I REMOVE AND REINSTALL TRAFFIC SIGNS
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 8040 AND THE PLANS. REMOVING THE SIGN AND POST, FILLING THE POST HOLE,
STORING AND MAINTAINING THE SIGN AND POST IN GOOD CONDITION, REINSTALLING THE
SIGN AND POST, REPLACING SIGNS AND POSTS DESIGNATED FOR REINSTALLATION THAT
HAVE BEEN DAMAGED IS THE CONTRACTOR’S RESPONSIBILITY AND SHALL BE CONSIDERED
INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER EACH SIGN REMOVED
AND REINSTALLED.
26 9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 9010 AND THE PLANS. SEED ALL AREAS DISTURBED BY CONSTRUCTION AS
INDICATED ON PLANS. THE COST FOR WATERING UNTIL SEED ESTABLISHMENT IS
ACCEPTED SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ROCK PICKING, FINISH
GRADING, SEED BED PREP AND RESEEDING ARE CONSIDERED INCIDENTAL TO THIS ITEM.
SEED AND FERTILIZER SHALL BE APPLIED PRIOR TO MULCHING. THE CONTRACTOR IS
RESPONSIBLE FOR MOWING AND MAINTAINING SEEDED AREAS UNTIL THE PROJECT IS
ACCEPTED BY THE OWNER. SEEDING OF AREAS DISTURBED OUTSIDE OF THE
CONSTRUCTION LIMITS (INCLUDING STAGING AND STORAGE AREAS AS WELL AS HAUL
ROUTES) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO
OWNER. THE SEEDING RATE SHALL BE AT LEAST 260 LBS/ACRE. APPLY A 6-24-24, NITROGEN,
PHOSPHATE, POTASH, COMMERCIAL FERTILIZER OR EQUIVALENT AT THE RATE OF 300 LBS
PER ACRE. APPLY MULCHING PER MANUFACTURES RECOMMENDATIONS. NO ADDITIONAL
PAYMENTS WILL BE MADE FOR RESEEDED AREAS. BASIS OF MEASUREMENT AND PAYMENT
SHALL BE PER ACRE SEEDED.
27 9010-E WARRANTY
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 9010 AND THE PLANS. ALL WORK REQUIRED TO CORRECT ANY DEFECTS IN THE
ORIGINAL PLACEMENT OF THE SEEDING FOR THE PERIOD OF TIME DESIGNATED SHALL BE
INCIDENTAL. THIS BID ITEM SHALL ENSURE THAT A PROPER STAND OF GRASS IS
ESTABLISHED. BASIS OF PAYMENT SHALL BE PER LUMP SUM.
28 9040-A-1 SWPPP PREPARATION
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 9040 AND THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR SWPPP PLAN
PREPARATION AND SUBMISSION OF SWPPP PERMIT. DEVELOPMENT OF A SWPPP BY THE
CONTRACTOR MEETING LOCAL AND STATE AGENCY REQUIREMENTS, FILING THE REQUIRED
PUBLIC NOTICES, FILING A NOTICE OF INTENT FOR COVERAGE OF THE PROJECT UNDER THE
IOWA DNR NPDES GENERAL PERMIT NO. 2, AND PAYMENT OF ASSOCIATED NPDES PERMIT
FEES SHALL BE CONSIDERED INCIDENTAL. BASIS OF PAYMENT SHALL BE LUMP SUM.
29 9040-A-2 SWPPP MANAGEMENT
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 9040 AND THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR SWPPP
MANAGEMENT. ALL WORK REQUIRED TO COMPLY WITH THE ADMINISTRATIVE PROVISIONS
OF THE IOWA DNR NPDES GENERAL PERMIT NO. 2; INCLUDING BUT NOT LIMITED TO,
RECORD KEEPING, DOCUMENTATION, UPDATING THE SWPPP PLAN SHEETS, FILING THE
NOTICE OF DISCONTINUATION, AND WEEKLY INSPECTIONS , UNLESS OTHERWISE SPECIFIED
IN THE CONTRACT DOCUMENTS, SHALL BE INCIDENTAL. ALL DOCUMENTATION SHALL BE
KEPT ON SITE IN A MAILBOX OR SIMILAR STORAGE CONTAINER THAT IS CLEARLY MARKED.
BASIS OF PAYMENT SHALL BE LUMP SUM.
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C.02
QUANTITIES & ESTIMATE REFERENCE INFORMATION 63
30 9040-D-1 FILTER SOCK, 9 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 9040 AND THE PLANS. ANCHORING STAKES SHALL BE INCIDENTAL TO THIS BID
ITEM. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER LINEAR FOOT INSTALLED.
31 9040-D-2 FILTER SOCKS, REMOVAL
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 9040 AND THE PLANS. RESTORATION OF THE AREA TO FINISHED GRADE AND OFF
SITE DISPOSAL OF FILTER SOCKS AND ACCUMULATED SEDIMENT SHALL BE INCIDENTAL TO
THIS BID ITEM. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER LINEAR FOOT
REMOVED.
32 9040-T-1 INLET PROTECTION DEVICE, INTAKE
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 9040 AND THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE
MOST EFFECTIVE TYPE OF INLET PROTECTION DEVICE. THIS ITEM SHALL ALSO INCLUDE
REMOVAL OF DEBRIS AND REMOVAL OF DEVICE. BASIS OF MEASUREMENT AND PAYMENT
SHALL BE PER EACH INLET PROTECTION DEVICE INSTALLED.
33 11010-A CONSTRUCTION SURVEY
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 11010. THIS ITEM SHALL BE PAID BY LUMP SUM, AND SHALL INCLUDE ALL SURVEY
NECESSARY FOR THE LAYOUT AND CONSTRUCTION OF THE PROJECT.
34 11020-A MOBILIZATION
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 11020. THIS ITEM IS FOR ALL PREPARATORY WORK AND COSTS INCURRED BEFORE
BEGINNING THE WORK ON THE PROJECT AND DURING THE PROJECT. THIS ITEM SHALL
ALSO INCLUDE THE COSTS FOR ANY STAGED CONSTRUCTION AND EQUIPMENT SET UP TO
COMPLETE THE WORK. NO CHANGE IN CONTRACT PRICE WILL BE MADE FOR ANY
COMBINATION OF ADD/ALTERNATES ADDED TO THE CONTRACT. BASIS OF PAYMENT SHALL
BE LUMP SUM.
35 11030-A MAINTENANCE OF POSTAL SERVICE
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 11030 AND THE PROJECT PLANS. CONTRACTOR SHALL COORDINATE WITH THE US
POSTAL SERVICE, NOTIFY AIRPORT TENANTS OF TEMPORARY MAIL BOX LOCATIONS AND
PROVIDE TEMPORARY MAILBOXES IN A LOCATION COORDINATED WITH THE AIRPORT
MANAGER. CLUSTER MAILBOXES SHALL BE UTILIZED IF ALLOWED BY THE POST MASTER.
BASIS OF PAYMENT SHALL BE LUMP SUM.
36 11050-A CONCRETE WASHOUT
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 11050 AND THE PROJECT PLANS. CONTRACTOR SHALL PROVIDE A MEANS FOR
CONCRETE WASHOUT FOR THE ENTIRETY OF THE PROJECT. BASIS OF PAYMENT SHALL BE
LUMP SUM.
ESTIMATE REFERENCE INFORMATION (ALTERNATE BID A)
ITEM
NO.
ITEM
CODE DESCRIPTION
A1 2010-D-1 TOPSOIL STRIP, SALVAGE AND RESPREAD, ON-SITE
TOPSOIL WITHIN THE GRADING LIMITS OF THE PROJECT SHALL BE STRIPPED TO A DEPTH OF
6 INCHES, SALVAGED, AND RESPREAD AT A MINIMUM DEPTH OF 4 INCHES. ITEM INCLUDES
HAULING OFF SITE TO STORE AND HAULING BACK IN IF NEEDED. REFER TO THE
EXCAVATION BID ITEMS FOR CALCULATION OF BID ITEM QUANTITY. METHOD OF PAYMENT
SHALL BE PER CUBIC YARD AT THE CONTRACT QUANTITY. NO MEASUREMENT SHALL BE
MADE FOR THIS ITEM UNLESS PLAN CHANGES ARE MADE.
A2 2010-E EXCAVATION, CLASS 13
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 2010 AND THE PLANS. THIS ITEM SHALL INCLUDE REMOVAL AND RESHAPING OF
EXISTING MATERIAL TO FINISHED SUBGRADE ELEVATION, AND MANIPULATION OF TOPSOIL.
6 INCHES OF TOPSOIL SHALL BE STRIPPED FROM THE PROJECT SITE AND 4 INCHES SHALL BE
RESPREAD. BASIS OF PAYMENT SHALL BE TEMPLATE QUANTITIES AS FOLLOWS:
EARTHWORK TOPSOIL
CUT = 400 CY STRIP = 200 CY
FILL + 30% = 75 CY RESPREAD + 30% = 145 CY
WASTE, OFF-SITE = 325 CY WASTE, ON SITE = 55 CY
ALL EXCESS MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR AND HAULED OFF
SITE. TOPSOIL SHALL BE PLACED AND SPREAD TO A MINIMUM THICKNESS OF 4 INCHES IN
ALL DISTURBED TURF AREAS.
A3 2010-G SUBGRADE PREPARATION, 12 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 2010 AND THE PLANS. PRIOR TO SUBGRADE PERPARATION, THE SUBGRADE AREA
SHALL BE PROOF ROLLED TO CONFIRM STABILITY. SUBGRADE SHALL BE SCARIFIED AND
RECOMACTED TO A 12 INCHES THICKNESS AND 1 FOOT OUTSIDE THE EDGE OF PAVEMENT.
SUBGRADE SHALL BE COMPACTED IN ACCORDANCE WITH MOISTURE AND DENISTY
CONTROL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER SQUARE YARD OF
SUBGRADE PREPARATION PERFORMED.
A4 2010-J SUBBASE, MODIFIED, 6 INCHES
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 2010 AND THE PLANS. MODIFIED SUBBASE SHALL BE CONSTRUCTED TO 6 INCHES
THICKNESS AND 2 FEET OUTSIDE THE EDGE OF PAVEMENT. SUBBASE SHALL BE COMPACTED
IN ACCORDANCE WITH MOISTURE AND DENISTY CONTROL. BASIS OF MEASUREMENT AND
PAYMENT SHALL BE PER SQUARE YARD OF SUBBASE INSTALLED.
A5 4020-A-1 STORM SEWER, TRENCHED, PVC, 12 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 4020 AND THE PLANS. TRENCH EXCAVATION; DEWATERING; FURNISHING AND
INSTALLING PIPE; FURNISHING, PLACING, AND COMPACTING BEDDING AND BACKFILL
MATERIAL; JOINT WRAPPING; WYES AND OTHER FITTINGS; PIPE JOINTS; TESTING; AND
INSPECTION SHALL BE CONSIDERED INCIDENTAL. MATERIALS AND INSTALLATION OF
CONNECTING MATERIALS TO ALLOW FOR CONNECTION TO EXISTING PIPES SHALL BE
CONSIDERED INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER LINEAR
FOOT OF PIPE INSTALLED.
A6 4040-A SUBDRAIN, TYPE 1B OR TYPE 1C , HDPE, 6 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 4040 AND THE PLANS. EXCAVATION, FURNISHING SUBDRAIN MATERIALS
INCLUDING PIPE, FITTINGS AND OTHER CONNECTIONS, ENGINEERING FABRIC, POROUS
BACKFILL MATERIAL, AND ANY LABOR REQUIRED SHALL BE CONSIDERED INCIDENTAL TO
THIS BID ITEM. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER LINEAR FOOT OF
SUBDRAIN INSTALLED.
A7 4040-C-1 SUBDRAIN CLEANOUT, TYPE A-1, 6 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 4040 AND THE PLANS. EXCAVATION, POROUS BACKFILL, MATERIALS REQUIRED
FOR SUBDRAIN CLEANOUT, RISER PIPES, SUBDRAIN CLEANOUT CASTINGS, PCC CLEANOUT
PADS, REINFORCEMENT REQUIRED PER THE PLANS, AND ENGINEERING FABRIC SHALL BE
CONSIDERED INCIDENTAL TO THIS BID ITEM. BASIS OF MEASUREMENT AND PAYMENT
SHALL BE PER EACH SUBDRAIN CLEANOUT INSTALLED.
A8 6010-B INTAKE, SW-501
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 6010 AND THE PLANS. EXCAVATION; FURNISHING AND INSTALLING PIPE;
FURNISHING, PLACING, AND COMPACTING BEDDING AND BACKFILL MATERIAL; BASE;
STRUCTURAL CONCRETE; REINFORCING STEEL; PRECAST UNITS (IF USED); CONCRETE
FILLETS; PIPE CONNECTIONS; CASTINGS; AND ADJUSTMENT RINGS SHALL BE CONSIDERED
INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER EACH INTAKE
INSTALLED.
A9 6010-E INTAKE ADJUSTMENT, MINOR
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 6010 AND THE PLANS. FURNISHING AND INSTALLING EACH INTAKE EXTENSION
RING AND REINSTALLING THE CASTING LID SHALL BE CONSIDERED INCIDENTAL. IF A
DIFFERENT CASTING IS REQUIRED TO COMPLETE THE INTENT OF THE IMPROVEMENT IT
SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. BASIS OF MEASUREMENT AND
PAYMENT SHALL BE PER EACH INTAKE ADJUSTED.
A10 6010-G CONNECTION TO EXISTING INTAKE
WORK UNDER THIS ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 6010 AND THE PLANS. CONNECTION OF PROPOSED STORM SEWER PIPE OR
SUBDRAIN TO AN EXISTING STRUCTURE INCLUDING BUT NOT LIMITED TO, CORE DRILLING
STRUCTURE TO ACCEPT PIPE, CONCRETE COLLARS FOR CONNECTION INCLUDING MESH
REINFORCEMENT, AND ANY GROUTING OF THE INTERIOR OF THE STRUCTURE AFTER
INSTALLATION SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. REMOVAL AND
REPLACEMENT OF INVERT AS NECESSARY IS INCIDENTAL TO THIS BID ITEM.
A11 6010-H REMOVE INTAKE
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 6010 AND THE PLANS. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER
EACH INTAKE REMOVED.
A12 7010-A PAVEMENT, PCC, 7 INCH, CLASS C, INCLUDING CURB
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 7010 AND THE PLANS. CONCRETE SHALL BE AN IOWA DOT C MIX WITH MINIMUM
COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. SLAG IS NOT ALLOWED. CURB AND
GUTTER SECTION IS INCLUDE IN THE AREA OF THIS ITEM AND SHALL BE INCIDENTAL TO
PAVEMENT CONSTRUCTION. REINFORCEMENT SHALL BE EPOXY COATED. 6 INCH MODIFIED
SUBBASE SHALL BE PLACED UNDER THE PAVEMENT AND IS PAID FOR UNDER A SEPARATE
BID ITEM. NO ADDITIONAL PAYMENT FOR COLD WEATHER PAVING OPERATIONS. FINAL
TRIMMING OF SUBGRADE OR SUBBASE, INTEGRAL CURB, BARS AND REINFORCEMENT,
JOINTS AND SEALING, SURFACE CURING AND PAVEMENT PROTECTION, SAFETY FENCING,
CONCRETE FOR RIGID HEADERS, AND BOXOUTS FOR FIXTURES SHALL BE INCIDENTAL TO
THIS ITEM. ALL JOINTS SHALL BE CONSTRUCTED, SAWED, AND SEALED AS SHOWN ON THE
PROJECT PLANS. CRACKED PANELS SHALL BE REMOVED AND REPLACED AT THE
CONTRACTOR’S EXPENSE. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER SQUARE
YARD OF PAVEMENT INSTALLED.
A13 7030-A-3 REMOVAL AND DISPOSAL OR REINSTALLATION OF EXISTING 4" GRANULAR SURFACING
WORK UNDER THIS ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 7030 AND THE PLANS. DEPTH OF EXISTING GRANULAR SURFACING IS ASSUMED TO
BE 4 INCHES, HOWEVER IF DEEPER, THE ADDITIONAL DEPTH SHALL BE CONSIDERED
INCIDENTAL FOR REMOVAL, RESPREAD OR HAULING OFF SITE. IF EXISTING QUANTITY IS
REQUIRED TO PLACE A 6 INCH LIFT OF GRANULAR SURFACING FOR ALTERNATE BID A, THE
REMOVED MATERIAL SHALL BE UTILIZED AND ANY EXCESS SHALL BE DISPOSED OF OFF SITE.
BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER SQUARE YARD OF EXISTING
GRANULAR SURFACING REMOVED WITHIN THE PROJECT LIMITS AS IDENTIFIED IN THE
PLANS. HANDLING, STOCKPILING, AND PLACEMENT AT OTHER LOCATIONS WITHIN THE
PROJECT LIMITS SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM.
A14 7030-H-1 DRIVEWAY, PAVED, PCC, 6 INCH, INCLUDING CURB
WORK UNDER THIS ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 7030 AND THE PLANS. CONCRETE WILL BE AN IOWA DOT C OR M MIX WITH A
MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. SLAG IS NOT ALLOWED.
CONCRETE TESTING WILL BE PROVIDED BY THE OWNER. NO EXTRA PAYMENT FOR COLD
WEATHER PAVING. METHOD OF MEASUREMENT AND PAYMENT SHALL BE PER SQUARE
YARD OF PCC DRIVEWAY PAVING AS MEASURED IN THE FIELD.
A15 7040-H PAVEMENT REMOVAL, HMA
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 7040 AND THE PLANS. ALL REMOVALS TO BE MARKED BY THE CONTRACTOR'S
SURVEYOR. FULL DEPTH SAW CUTS ALONG THE REMOVAL LIMITS ARE INCIDENTAL TO THIS
ITEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REMOVAL, EARTHWORK,
SUBGRADE PREPARATION, MODIFIED SUBBASE, AND PAVING EXPENSES DUE TO DAMAGED
EDGES. ADDITIONAL REMOVAL TO BE DETERMINED BY ENGINEER. ALL PAVEMENT
REMOVED SHALL BE PROPERLY DISPOSED OF OFF SITE. PAYMENT SHALL BE MADE FOR THE
AREA OF PAVEMENT REMOVED REGARDLESS OF THICKNESS. BASIS OF MEASUREMENT AND
PAYMENT SHALL BE PER SQUARE YARD OF PAVEMENT REMOVED.
A16 7040-H PAVEMENT REMOVAL, PCC (INCLUDING CURB & GUTTER)
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 7040 AND THE PLANS. ALL REMOVALS TO BE MARKED BY THE CONTRACTOR'S
SURVEYOR. FULL DEPTH SAW CUTS ALONG THE REMOVAL LIMITS ARE INCIDENTAL TO THIS
ITEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REMOVAL, EARTHWORK,
SUBGRADE PREPARATION, MODIFIED SUBBASE, AND PAVING EXPENSES DUE TO DAMAGED
EDGES. ADDITIONAL REMOVAL TO BE DETERMINED BY ENGINEER. ALL PAVEMENT
REMOVED SHALL BE PROPERLY DISPOSED OF OFF SITE. PAYMENT SHALL BE MADE FOR THE
AREA OF PAVEMENT REMOVED REGARDLESS OF THICKNESS. REMOVAL OF PCC AREAS
SHALL INCLUDE ANY CURB AND GUTTER SECTIONS. BASIS OF MEASUREMENT AND
PAYMENT SHALL BE PER LINEAR FOOT OF PAVEMENT REMOVED.
A17 7040-I CURB AND GUTTER REMOVAL
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 7040 AND THE PLANS. SAWING, BREAKING, REMOVING, AND DISPOSING OF
EXISTING CURB AND GUTTER SHALL BE CONSIDERED INCIDENTAL. CURB AND GUTTER
SHALL BE PROPERLY DISPOSED OF OFF SITE. BASIS OF MEASUREMENT AND PAYMENT
SHALL BE PER LINEAR FOOT OF CURB AND GUTTER REMOVED.
A18 8030-A TEMPORARY TRAFFIC CONTROL
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 8030 AND THE PLANS. THIS BID ITEM SHALL INCLUDE ALL IDENTIFIED TRAFFIC
CONTROL ITEMS REQUIRED PER THE PLANS. THIS ITEM SHALL ALSO INCLUDE A TEMPORARY
GRANULAR ACCESS THROUGH THE TERMINAL FENCE. ADDITIONALLY, THIS ITEM SHALL
INCLUDE THE REMOVAL AND REINSTALLATION OF RECENTLY INSTALLED WILDLIFE FENCING
AND COORDINATION WITH THE WILDLIFE FENCING CONTRACTOR IF THEY HAVE NOT
DEMOBILIZED FROM THE PROJECT SITE. BASIS OF PAYMENT SHALL BE LUMP SUM.
A19 8040-I REMOVE AND REINSTALL TRAFFIC SIGNS
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 8040 AND THE PLANS. REMOVING THE SIGN AND POST, FILLING THE POST HOLE,
STORING AND MAINTAINING THE SIGN AND POST IN GOOD CONDITION, REINSTALLING THE
SIGN AND POST, REPLACING SIGNS AND POSTS DESIGNATED FOR REINSTALLATION THAT
HAVE BEEN DAMAGED IS THE CONTRACTOR’S RESPONSIBILITY AND SHALL BE CONSIDERED
INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER EACH SIGN REMOVED
AND REINSTALLED.
A20 9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 9010 AND THE PLANS. SEED ALL AREAS DISTURBED BY CONSTRUCTION AS
INDICATED ON PLANS. THE COST FOR WATERING UNTIL SEED ESTABLISHMENT IS
ACCEPTED SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ROCK PICKING, FINISH
GRADING, SEED BED PREP AND RESEEDING ARE CONSIDERED INCIDENTAL TO THIS ITEM.
SEED AND FERTILIZER SHALL BE APPLIED PRIOR TO MULCHING. THE CONTRACTOR IS
RESPONSIBLE FOR MOWING AND MAINTAINING SEEDED AREAS UNTIL THE PROJECT IS
ACCEPTED BY THE OWNER. SEEDING OF AREAS DISTURBED OUTSIDE OF THE
CONSTRUCTION LIMITS (INCLUDING STAGING AND STORAGE AREAS AS WELL AS HAUL
ROUTES) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO
OWNER. THE SEEDING RATE SHALL BE AT LEAST 260 LBS/ACRE. APPLY A 6-24-24, NITROGEN,
PHOSPHATE, POTASH, COMMERCIAL FERTILIZER OR EQUIVALENT AT THE RATE OF 300 LBS
PER ACRE. APPLY MULCHING PER MANUFACTURES RECOMMENDATIONS. NO ADDITIONAL
PAYMENTS WILL BE MADE FOR RESEEDED AREAS. BASIS OF MEASUREMENT AND PAYMENT
SHALL BE PER ACRE SEEDED.
A21 9010-E WARRANTY
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 9010 AND THE PLANS. ALL WORK REQUIRED TO CORRECT ANY DEFECTS IN THE
ORIGINAL PLACEMENT OF THE SEEDING FOR THE PERIOD OF TIME DESIGNATED SHALL BE
INCIDENTAL. THIS BID ITEM SHALL ENSURE THAT A PROPER STAND OF GRASS IS
ESTABLISHED. BASIS OF PAYMENT SHALL BE PER LUMP SUM.
A22 9040-D-1 FILTER SOCK, 9 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 9040 AND THE PLANS. ANCHORING STAKES SHALL BE INCIDENTAL TO THIS BID
ITEM. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER LINEAR FOOT INSTALLED.
SHEET
B
o
l
t
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&
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,
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2
5
,
A
l
l
R
i
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t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
C
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
3
:
4
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C.03
QUANTITIES & ESTIMATE REFERENCE INFORMATION 64
A23 9040-D-2 FILTER SOCKS, REMOVAL
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 9040 AND THE PLANS. RESTORATION OF THE AREA TO FINISHED GRADE AND OFF
SITE DISPOSAL OF FILTER SOCKS AND ACCUMULATED SEDIMENT SHALL BE INCIDENTAL TO
THIS BID ITEM. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER LINEAR FOOT
REMOVED.
A24 9040-T-1 INLET PROTECTION DEVICE, INTAKE
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 9040 AND THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE
MOST EFFECTIVE TYPE OF INLET PROTECTION DEVICE. THIS ITEM SHALL ALSO INCLUDE
REMOVAL OF DEBRIS AND REMOVAL OF DEVICE. BASIS OF MEASUREMENT AND PAYMENT
SHALL BE PER EACH INLET PROTECTION DEVICE INSTALLED.
A25 11010-A CONSTRUCTION SURVEY
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 11010. THIS ITEM SHALL BE PAID BY LUMP SUM, AND SHALL INCLUDE ALL SURVEY
NECESSARY FOR THE LAYOUT AND CONSTRUCTION OF THE PROJECT.
A26 11020-A MOBILIZATION
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION
SECTION 11020. THIS ITEM IS FOR ALL PREPARATORY WORK AND COSTS INCURRED BEFORE
BEGINNING THE WORK ON THE PROJECT AND DURING THE PROJECT. THIS ITEM SHALL
ALSO INCLUDE THE COSTS FOR ANY STAGED CONSTRUCTION AND EQUIPMENT SET UP TO
COMPLETE THE WORK. NO CHANGE IN CONTRACT PRICE WILL BE MADE FOR ANY
COMBINATION OF ADD/ALTERNATES ADDED TO THE CONTRACT. BASIS OF PAYMENT SHALL
BE LUMP SUM.
SHEET
B
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&
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k
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c
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20
2
5
,
A
l
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R
i
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t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
C
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
3
:
4
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
C.04
QUANTITIES & ESTIMATE REFERENCE INFORMATION 65
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
THIS AREA TO BE FILLED WITH
4" OF DECORATIVE
LANDSCAPING ROCK MATCHING
THE EXISTING ROCK
ADD SILT SOCK ON SOUTH
SIDE OF SIDEWALK TO
PREVENT SILT MIGRATION
INTO THE ROADWAY
920 920
921 921
922
922 922
923
923
92
1
92
2
922
92
3
922
922
923
92
2
92
2
921
921
922
92
1
92
1
92
1
921 921
922
92
092
1
920
919
920
920
91
9
92
1
921
920919
921
92
0
920
919920921
920
92
0
92
1
921
920 920
92
1921922
921
92
2
923
923 921
921
922
922
923
921
92
2
923
92
4
924
92
3
923
921
922
923
920
919
921
922
923
919
919
919
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SFSF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SHEET
B
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&
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20
2
5
,
A
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s
R
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s
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v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
C
E
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
4
:
0
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
CE.01
EROSION CONTROL PLAN
R
FEETSCALE
0 40 80
HORZ.
LEGEND
FILTER SOCKS (TYP.)
GRADING LIMITS (TYP.)
HYDRAULIC SEEDING (TYP.)
INTAKE PROTECTION DEVICE (TYP.)
STAGING/STORAGE/HAULING AND
CONCRETE WASHOUT LOCATION
SF
SEEDING AND RESTORATION FOR
TEMPORARY ACCESS ROUTE SHALL
BE CONSIDERED INCIDENTAL TO
OTHER PROJECT BID ITEMS AND
NOT PAID FOR AS A PART OF THE
SEEDING, FERTILIZING AND
MULCHING BID ITEM
SEEDING AND RESTORATION FOR
STAGING/STORAGE AND CONCRETE
WASHOUT AREA SHALL BE CONSIDERED
INCIDENTAL TO OTHER PROJECT BID
ITEMS AND NOT PAID FOR AS A PART OF
THE SEEDING, FERTILIZING AND
MULCHING BID ITEM
TOTAL AREA OF DISTURBANCE
INCLUDING BASE BID AND
ALTERNATE BID A = 1.70 AC
AREA OF DISTURBANCE BASE BID
ONLY = 1.12 AC
66
TOFA
TOFA
TOFA
TOFA
TOFA
lllllll
l
l
l
l
l
l
l
l
l
l
RO
F
A
RO
F
A
RO
F
A
RO
F
A
RO
F
A
TOF
A
TOFA
TOFA
TOFA
TOFA
TOFA
TOFA
TOF
A
ROF
Z
ROF
Z
ROF
A
ROF
A
ROF
A
ROF
A
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X X X X X X Xl
F F F F F F
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CO
200+0
0
201+0
0
202+0
0
203+0
0
204
+
0
0
20
5
+
0
0
20
6
+
0
0
20
7
+
0
0
20
8
+
0
0
208+60.59
BP
:
2
0
0
+
0
0
.
0
0
EP: 20
8
+
6
0
.
5
9
PC: 203+70.23
PT: 204+60.51
10
0
+
0
0
10
1
+
0
0
10
2
+
0
0
10
3
+
0
0
10
4
+
0
0
105+
0
0
106+
0
0
10
7
+
0
0
108
+
0
0
109
+
0
0
110
+
0
0
110+98.26
BP: 100+00.00
EP: 1
1
0
+
9
8
.
2
6
PI: 102+12.30
PC: 103+70.12
PC: 106+27.45
PT: 104+32.93
PT: 107+17.18
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
SHEET
B
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&
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20
2
5
,
A
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s
R
e
s
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r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
D
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
4
:
2
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
D.01
ENTRANCE ROAD PLAN - OVERVIEW
R
FEETSCALE
0 50 100
HORZ.
MA
T
C
H
L
I
N
E
1
MATCH
L
I
N
E
2
MA
T
C
H
L
I
N
E
3
MATC
H
L
I
N
E
4
67
910
915
920
925
930
935
940
945
910
915
920
925
930
935
940
945
99+00 100+00 101+00 102+00 103+00 104+00 105+00
91
9
.
0
91
8
.
7
91
9
.
5
92
1
.
5
92
3
.
2
92
3
.
4
92
3
.
5
92
3
.
6
92
3
.
6
92
3
.
5
92
3
.
6
92
3
.
5
92
3
.
2
92
3
.
1
92
2
.
9
92
2
.
8
92
2
.
7
92
0
.
6
8
92
2
.
0
6
92
2
.
9
4
92
3
.
3
1
92
3
.
4
4
92
3
.
5
6
92
3
.
6
9
92
3
.
8
1
92
3
.
6
0
92
3
.
1
9
92
3
.
0
5
92
2
.
9
5
92
2
.
7
9
92
2
.
6
3
1.52%6.52%
0.50%-0.82%-0.66%
VPI: 101+53.20
EL: 919.60
VP
I
:
1
0
3
+
5
0
.
0
0
EL
:
9
2
3
.
8
1
VP
I
:
1
0
4
+
7
0
.
0
0
EL
:
9
2
2
.
8
3
VPI: 102+12.50
EL: 923.13
A = -6.02%
K = 12.46
L=75'VPI: 101+60
EL: 919.70
A = 5.00%
K = 2.00
L=10'
VP
C
:
1
0
1
+
7
5
EL
:
9
2
0
.
6
8
VP
T
:
1
0
1
+
6
5
EL
:
9
2
0
.
0
3
VP
T
:
1
0
2
+
5
0
EL
:
9
2
3
.
3
1
VP
C
:
1
0
1
+
5
5
EL
:
9
1
9
.
6
3
PROPOSED CENTERLINE ELEVATION
EXISTING CENTERLINE ELEVATION
PROPOSED CENTERLINE PROFILE
EXISTING CENTERLINE PROFILE
E
E
E
E
E
E
E
E
E
E
E
E E E E
E
E
E
l l l l l l l l l l l l l l l
l
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G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
>>
>>
>>
>>
>>
>>
>>
>>
>>
l
lll
>>
>>
>>
C-D
-
L
U
M
E
N
C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
F-
D
-
W
I
N
D
S
T
R
E
A
M
F-D
-
W
I
N
D
S
T
R
E
A
M
F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM
F-D-WIN
D
S
T
R
E
A
M
F-D-
W
I
N
D
S
T
R
E
A
M
F-D
-
W
I
N
D
S
T
R
E
A
M
F-D
-
W
I
N
D
S
T
R
E
A
M
F-D
-
W
I
N
D
S
T
R
E
A
M
C-D-L
U
M
E
N
C-D-L
U
M
E
N
C-D-L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
F-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONET
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
V
C
CV
V
201
+
0
0
202
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PC: 103+70.12
PT: 104+32.93
>>>>>>>>
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P
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
D.02
ENTRANCE ROAD PLAN & PROFILE
R
FEETSCALE
0 20 40
HORZ.
GRADING LMITS (TYP.)
MATC
H
L
I
N
E
1
MATC
H
L
I
N
E
3
NOTES:
1.BASE BID PLUS ALL ALTERNATES SHOWN FOR
REFERENCE.
2.REFER TO DETAILED GRADING PLANS FOR
INFORMATION IF ONLY THE BASE BID IS SELECTED.
3.REFER TO SITE GEOMETRIC LAYOUT AND TYPICAL
DETAILS FOR LOCATIONS OF TYPICAL SECTION
BEGINNING AND END AS WELL AS DROP CURB
LOCATIONS.
68
910
915
920
925
930
935
910
915
920
925
930
935
200+00 201+00 202+00 203+00 204+00 205+00 206+00
92
3
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92
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2
PROPOSED CENTERLINE PROFILE
EXISTING CENTERLINE PROFILE
PROPOSED CENTERLINE ELEVATION
EXISTING CENTERLINE ELEVATION
REFER TO
STORM SEWER
PLAN & PROFILE
REFER TO
STORM SEWER
PLAN & PROFILE
-0.80%
-0.46%0.52%
VP
I
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C-D-L
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PC: 203+70.23
PT: 204+60.51
103
+
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PC: 103+70.12
PT: 104+32.93
>>>>>>>>
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BASE BID PROJECT ENDS
BASE BID TIE-IN LOCATION
STA:104+70.00
REFER TO DETAILED GRADING PLAN
SHEET
B
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&
M
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k
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I
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c
.
20
2
5
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2
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
D.03
ENTRANCE ROAD PLAN & PROFILE
R
FEETSCALE
0 20 40
HORZ.
GRADING LMITS (TYP.)
MA
T
C
H
L
I
N
E
1
MATCH LINE 2
MATC
H
L
I
N
E
3
NOTES:
1.BASE BID PLUS ALL ALTERNATES SHOWN FOR
REFERENCE.
2.REFER TO DETAILED GRADING PLANS FOR
INFORMATION IF ONLY THE BASE BID IS SELECTED.
3.REFER TO SITE GEOMETRIC LAYOUT AND TYPICAL
DETAILS FOR LOCATIONS OF TYPICAL SECTION
BEGINNING AND END AS WELL AS DROP CURB
LOCATIONS.
69
910
915
920
925
930
935
910
915
920
925
930
935
203+00 204+00 205+00 206+00 207+00 208+00 209+00
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PROPOSED CENTERLINE ELEVATION
EXISTING CENTERLINE ELEVATION
PROPOSED CENTERLINE PROFILE
EXISTING CENTERLINE PROFILE
REFER TO
STORM SEWER
PLAN & PROFILE REFER TO
STORM SEWER
PLAN & PROFILE
-0.50%-0.46%0.52%
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L
U
M
E
N
C
l
G-
D
G-
D
G-
D
G-
D
E
E
E
E
E
E
E
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
F-
D
-
W
I
N
D
S
T
R
E
A
M
F-
D
-
W
I
N
D
S
T
R
E
A
M
F-
D
-
W
I
N
D
S
T
R
E
A
M
F-
D
-
W
I
N
D
S
T
R
E
A
M
F-D-W
I
N
D
S
T
R
E
A
M
F-D-
W
I
N
D
S
T
R
E
A
M
F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM
F-
D
-
W
I
N
D
S
T
R
E
A
M
F-
D
-
W
I
N
D
S
T
R
E
A
M
F-
D
-
W
I
N
D
S
T
R
E
A
M
F-
D
-
W
I
N
D
S
T
R
E
A
M
F-
D
-
W
I
N
D
S
T
R
E
A
M
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-
L
U
M
E
N
C-D-
L
U
M
E
N
C-D-
L
U
M
E
N
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
V
VC
V
V
CO
>>
>>
>>
>>
>>
20
4
+
0
0
205+00 206+00 207+00 208+00 208+60.59
EP
:
2
0
8
+
6
0
.
5
9
PC: 203+70.23
PT: 204+60.51 110+98.26
EP: 1
1
0
+
9
8
.
2
6
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>CO
CO
92
2
92
2
92
2
92
2
92
2
921
921
922922
921
921
920
920
920
92
0
92
0
921
921
921
921
921
921
921
921
922
920
92
0
92
0
92
0
91
9
91
9
91
9
92
1
92
1
921
92
1
92
0
91
9
92
1
92
2
92
2
921
92
1
922
920
921
922
92
2
920
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
D
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
4
:
3
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
D.04
ENTRANCE ROAD PLAN & PROFILE
R
FEETSCALE
0 20 40
HORZ.
GRADING LMITS (TYP.)MA
T
C
H
L
I
N
E
2
NOTES:
1.BASE BID PLUS ALL ALTERNATES SHOWN FOR
REFERENCE.
2.REFER TO DETAILED GRADING PLANS FOR
INFORMATION IF ONLY THE BASE BID IS SELECTED.
3.REFER TO SITE GEOMETRIC LAYOUT AND TYPICAL
DETAILS FOR LOCATIONS OF TYPICAL SECTION
BEGINNING AND END AS WELL AS DROP CURB
LOCATIONS.
70
910
915
920
925
930
935
940
945
910
915
920
925
930
935
940
945
102+00 103+00 104+00 105+00 106+00 107+00 108+00
92
3
.
2
92
3
.
4
92
3
.
5
92
3
.
6
92
3
.
6
92
3
.
5
92
3
.
6
92
3
.
5
92
3
.
2
92
3
.
1
92
2
.
9
92
2
.
8
92
2
.
7
92
2
.
6
92
2
.
4
92
2
.
3
92
2
.
1
92
2
.
0
92
1
.
8
92
1
.
6
92
1
.
3
92
1
.
1
92
1
.
2
92
1
.
4
92
1
.
6
92
2
.
0
6
92
2
.
9
4
92
3
.
3
1
92
3
.
4
4
92
3
.
5
6
92
3
.
6
9
92
3
.
8
1
92
3
.
6
0
92
3
.
1
9
92
3
.
0
5
92
2
.
9
5
92
2
.
7
9
92
2
.
6
3
92
2
.
4
6
92
2
.
2
9
92
2
.
1
3
92
1
.
9
6
92
1
.
7
9
92
1
.
6
3
92
1
.
4
6
92
1
.
3
0
92
1
.
1
3
92
1
.
0
7
92
1
.
1
7
92
1
.
2
8
0.50%-0.82%
-0.66%
0.41%
VPI: 102+12.50
EL: 923.13
A = -6.02%
K = 12.46
L=75'
VP
T
:
1
0
2
+
5
0
EL
:
9
2
3
.
3
1
PROPOSED CENTERLINE ELEVATION
EXISTING CENTERLINE ELEVATION
PROPOSED CENTERLINE PROFILE
EXISTING CENTERLINE PROFILE
REFER TO
STORM SEWER
PLAN & PROFILE
REFER TO STORM
SEWER PLAN &
PROFILE AND
SUBDRAIN PLAN
VP
I
:
1
0
3
+
5
0
.
0
0
EL
:
9
2
3
.
8
1
VP
I
:
1
0
4
+
7
0
.
0
0
EL
:
9
2
2
.
8
3
VP
I
:
1
0
7
+
4
0
.
0
0
EL
:
9
2
1
.
0
3
REFER TO DETAILED GRADING PLAN FOR
SLOPES AND ELEVATIONS FOR THIS AREA
l
l
l
l
l
l
l
l
l
l
l l l l l l l l l l l l l l l l l l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l l l l l l l l l l l
G-
D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
C-
D
-
I
C
S
C-D-L
U
M
E
N
C-D-L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMEN
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
>>>>>>>>>>>>>>
>
>
>
>
>
F-D
-
W
I
N
D
S
T
R
E
A
M
F-D
-
W
I
N
D
S
T
R
E
A
M
F-D
-
W
I
N
D
S
T
R
E
A
M
F-
D
-
W
I
N
D
S
T
R
E
A
M
F-
D
-
W
I
N
D
S
T
R
E
A
M
F-D
-
W
I
N
D
S
T
R
E
A
M
F-D
-
W
I
N
D
S
T
R
E
A
M
F-D
-
W
I
N
D
S
T
R
E
A
M
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
CV
C
V
201
+
0
0
202
+
0
0
10
3
+
0
0
104+
0
0
105+00 106+00
10
7
+
0
0
PC: 103+70.12
PC: 106+27.45
PT: 104+32.93
PT: 107+17.18
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
CO
CO
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>
>>
CO
COCO
CO
923
923
923
923
923
92
3
923
92
4
92
4
923
92
3
923
922
921
922
922
922
92
3
92
3
923
92
1
92
1
921
922
922
923
923
923
923
923
92
3
92
3
923
924
92
4
92
2
923
923
924
924
BASE BID PROJECT ENDS
BASE BID TIE-IN LOCATION
STA:104+70.00
REFER TO DETAILED GRADING PLAN
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
D
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
4
:
3
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
D.05
ENTRANCE ROAD PLAN & PROFILE
R
FEETSCALE
0 20 40
HORZ.
GRADING LMITS (TYP.)MATC
H
L
I
N
E
1
MA
T
C
H
L
I
N
E
3
MATCH LINE 4
NOTES:
1.BASE BID PLUS ALL ALTERNATES SHOWN FOR
REFERENCE.
2.REFER TO DETAILED GRADING PLANS FOR
INFORMATION IF ONLY THE BASE BID IS SELECTED.
3.REFER TO SITE GEOMETRIC LAYOUT AND TYPICAL
DETAILS FOR LOCATIONS OF TYPICAL SECTION
BEGINNING AND END AS WELL AS DROP CURB
LOCATIONS.
71
910
915
920
925
930
935
940
945
910
915
920
925
930
935
940
945
105+00 106+00 107+00 108+00 109+00 110+00 111+00
92
2
.
7
92
2
.
6
92
2
.
4
92
2
.
3
92
2
.
1
92
2
.
0
92
1
.
8
92
1
.
6
92
1
.
3
92
1
.
1
92
1
.
2
92
1
.
4
92
1
.
6
92
1
.
7
92
1
.
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92
1
.
8
92
1
.
9
92
2
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0
92
2
.
3
92
2
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6
3
92
2
.
4
6
92
2
.
2
9
92
2
.
1
3
92
1
.
9
6
92
1
.
7
9
92
1
.
6
3
92
1
.
4
6
92
1
.
3
0
92
1
.
1
3
92
1
.
0
7
92
1
.
1
7
92
1
.
2
8
92
1
.
3
8
92
1
.
5
0
92
1
.
6
9
92
1
.
8
8
92
2
.
0
4
-0.66%
0.41%0.77%VP
I
:
1
0
7
+
4
0
.
0
0
EL
:
9
2
1
.
0
3
VP
I
:
1
0
8
+
4
6
.
0
8
EL
:
9
2
1
.
4
7
VP
I
:
1
0
9
+
0
7
.
0
9
EL
:
9
2
1
.
9
4
0.08%
PROPOSED CENTERLINE ELEVATION
EXISTING CENTERLINE ELEVATION
PROPOSED CENTERLINE PROFILE
EXISTING CENTERLINE PROFILE
REFER TO
STORM SEWER
PLAN & PROFILE
REFER TO
STORM SEWER
PLAN & PROFILE
0.80%
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
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E
E
E
E E
E
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E
E
E
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
>>
>>
>>
>>
>>
>>
>>
>>
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>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
l l l l l l l l l l l l l l l l l l l l l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l l l l l l l l l l
l
l
l
l
l
l
l
l
l
>
>
>
>
>
>>>>>>>>>>>>>>>>>>
>
>
>>>>>>>>>>>>
>
>
>
>
>>
>>
>>
>>
>>
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
C C C C
C-D-ICS C-D-ICS
C-D-ICS
C-D-ICS
C-D-ICS
C-D-ICS
C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS
C-D-ICS
C-D-ICS
C-D-ICS C-D-ICS C-D-ICS
C-D
-
I
C
S
C-D
-
I
C
S
C-D
-
I
C
S
C-D
-
I
C
S
C-D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
>
>
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D-LU
M
E
N
C
E
E
E
G-D
G-D
G-
D
G-
D
G-
D
G-
D
>>
>>
>>
>>
>>
>>>>>>>>
C-D
-
L
U
M
E
N
F-D-METRONET F-D-METRONET
F-
D
-
M
E
T
R
O
N
E
T
F-
D
-
M
E
T
R
O
N
E
T
F-
D
-
M
E
T
R
O
N
E
T
F-
D
-
M
E
T
R
O
N
E
T
F-
D
-
M
E
T
R
O
N
E
T
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
V
C
V
C
V
M
>>
>>
>>
>>
>>
208
+
0
0
10
6
+
0
0
107+00
108+00 109+00 110+00 110+98.26
EP
:
1
1
0
+
9
8
.
2
6
PC: 106+27.45
PT: 107+17.18
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>
CO
CO
>>
>>
>>
>>
>>
>>
>>
>>
922
922
921921
921
922
922
922
92
0
920
921
922
922
92
2
923
923
92
3
921
921
921
920921
922
921
92
1
922
92
2
92
2
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
D
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
4
:
4
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
D.06
ENTRANCE ROAD PLAN & PROFILE
R
FEETSCALE
0 20 40
HORZ.
GRADING LMITS (TYP.)
MA
T
C
H
L
I
N
E
4
NOTES:
1.BASE BID PLUS ALL ALTERNATES SHOWN FOR
REFERENCE.
2.REFER TO DETAILED GRADING PLANS FOR
INFORMATION IF ONLY THE BASE BID IS SELECTED.
3.REFER TO SITE GEOMETRIC LAYOUT AND TYPICAL
DETAILS FOR LOCATIONS OF TYPICAL SECTION
BEGINNING AND END AS WELL AS DROP CURB
LOCATIONS.
72
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X
102+00
PI
:
1
0
2
+
1
2
.
3
0
92
0
91
9
92
1
92
2
92
3
923
923
923
923
923923
75' VERTICAL CURVE
(SEE PLAN & PROFILE SHEETS)
6.52%
0.50%
923.57 TC
923.07 FG
91
9
.
7
7
T
C
91
9
.
6
7
F
G
921.43 TC
921.26 FG 922.01 TC
921.85 FG
92
2
.
4
7
T
C
92
2
.
3
1
F
G
920.57 TC
920.41 FG
1.0
0
%
5.59
%
1.24
%
3.82
%
4.63
%
4.63
%
4.63
%
4.63
%
1.0
0
%
1.7
1
%
1.
9
6
%
0.
8
7
%
2.
0
0
%
2.
0
0
%
923.57 TC
923.07 FG
920.31 TC
919.80 FG
1.9
6
%
1.1
3
%
1.9
6
%
91
9
.
8
6
T
C
91
9
.
7
3
F
G
92
0
.
2
4
T
C
91
9
.
7
1
F
G
922.54
922.54
92
2
.
4
1
919.60
919.6
7
920
.
2
1
922.82 TC
922.32 FG
920.66
921.30
92
1
.
0
4
92
0
.
5
1
919.86
92
1
.
4
5
92
1
.
4
1
921.43
92
1
.
5
8
921.89
92
1
.
8
6
92
2
.
1
1
922.5
3
2.
0
0
%
2.
0
0
%
0.
7
6
%
0.
7
5
%
10'
VERTICAL
CURVE
(SEE PLAN &
PROFILE
SHEETS)
920.
0
8
919.
8
8
91
9
.
9
3
T
C
91
9
.
7
9
F
G
92
0
.
0
0
T
C
91
9
.
8
3
F
G
91
9
.
7
4
919.64
919
.
6
4
919.63
921.47 921.97
921.98
SHEET
B
o
l
t
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n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
D
0
3
A
l
t
B
i
d
a
D
e
t
a
l
i
e
d
G
r
a
d
i
n
g
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
5
:
0
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
E.01
DETAILED GRADING PLAN - BASE BID
R
GRADING LEGEND
EXISTING SLOPE
PROPOSED SLOPE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING CONTOUR
PROPOSED CONTOUR
LIMITS OF GRADING
GRADING BREAKLINE
PAVEMENT JOINT
XXXX.XX
XXXX.XX
XXXX
XXXX
X.XX
X.X
FEETSCALE
0 5 10
HORZ.
73
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
20
1
+
0
0
104+00
PC:
1
0
3
+
7
0
.
1
2
PT
:
1
0
4
+
3
2
.
9
3
923923
92
3
923
92
3
92
3
923
923
92
3
923
923
923
923
923
923 923
92
4
924
0.81
%
923.86 TC
923.36 FG
92
3
.
1
6
T
C
92
2
.
6
6
F
G
2.0
0
%
2.0
%
2.0
0
%
2.0
0
%
2.0
%
2.0
0
%
2.0
0
%
2.0
0
%
0.5%
923.42 TC HP
922.92 FG HP
0.8
0
%
2.0
%
92
3
.
4
9
T
C
92
2
.
9
9
F
G
92
3
.
3
9
T
C
92
2
.
8
9
F
G
92
3
.
1
6
T
C
92
2
.
6
6
F
G
92
3
.
5
9
T
C
92
3
.
0
9
F
G
92
3
.
7
7
T
C
92
3
.
2
7
F
G
92
3
.
8
9
T
C
92
3
.
3
9
F
G
92
4
.
0
2
T
C
92
3
.
5
1
F
G
924.03 TC
923.53 FG
923.61 TC
923.11 FG
923.52 TC
923.02 FG
923.44 TC
922.94 FG
923.71 TC
923.21 FG
92
4
.
0
1
T
C
92
3
.
5
1
F
G
92
4
.
0
3
T
C
92
3
.
5
3
F
G
92
3
.
2
7
T
C
92
2
.
7
7
F
G
923.23 TC
922.73 FG
923.29 TC
922.79 FG
923.35 TC
922.85 FG
923.40 TC
922.90 FG
922.87 FG
0.
4
6
%
0.
2
4
%
0.
3
6
%
2.0
0
%
2.00
%
0.80
%
2.00%
2.00%
2.00%
2.00%
2.00
%
2.00
%
2.00
%
2.0
0
%
2.00%
0.45%
1.4
5
%
0.7
8
%
0.2
9
%
0.1
5
%
0.38%
0.38%
0.38%
1.0
2
%
1.00
%
1.29
%
1.4
2
%
1.7
9
%
0.7
0
%
2.00%
2.00%1.27%2.00%
0.73%
0.83%
0.8
1
%
0.8
1
%
0.
8
1
%
0.81
%
0.81
%
2.0
%
2.0
%
0.81
%
0.50%
92
4
.
0
7
T
C
92
3
.
5
7
F
G
924.07 T
C
923.57 F
G
92
2
.
8
8
922.47
922.62
92
2
.
8
3
92
2
.
5
4
92
2
.
4
2
922.43
0.82%
2.1
8
%
1.89%
923.48
923.57
923.66
92
3
.
2
2
923.31
923.40
923.81
923.77
92
3
.
4
0
92
3
.
3
1
92
3
.
1
4
92
3
.
2
2
923.31
923.40
92
3
.
0
5
92
3
.
2
3
92
2
.
9
7
92
3
.
0
5
92
3
.
1
4
92
3
.
0
9
92
3
.
0
0
92
2
.
9
2
92
2
.
8
2
92
3
.
0
0
92
3
.
0
5
92
3
.
0
1
92
3
.
1
1
92
2
.
9
0
92
2
.
9
6
92
2
.
9
2
923.77
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
D
0
3
A
l
t
B
i
d
a
D
e
t
a
l
i
e
d
G
r
a
d
i
n
g
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
5
:
0
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
E.02
DETAILED GRADING PLAN - BASE BID
R
GRADING LEGEND
EXISTING SLOPE
PROPOSED SLOPE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING CONTOUR
PROPOSED CONTOUR
LIMITS OF GRADING
GRADING BREAKLINE
PAVEMENT JOINT
XXXX.XX
XXXX.XX
XXXX
XXXX
X.XX
X.X
FEETSCALE
0 5 10
HORZ.
BASE BID TIE-IN GRADING IF
ALTERNATE BID A IS NOT SELECTED
74
20
2
+
0
0
104+00
PT
:
1
0
4
+
3
2
.
9
3
92
3
92
3
92
3
92
3
923
92
3
92
3
923
923
923
92
3
923
92
4
924
2.00%2.00%
92
3
.
0
6
T
C
92
2
.
5
6
F
G
92
3
.
0
6
T
C
92
2
.
5
6
F
G
0.
4
6
%
92
3
.
1
2
T
C
92
2
.
6
2
F
G
923.12 TC
922.62 FG
923.86 TC
923.36 FG
2.00%
2.00%923.18 TC
922.68 FG
923.18 TC
922.68 FG
923.42 TC HP
922.92 FG HP
2.0
%
923.61 TC
923.11 FG
923.52 TC
923.02 FG
923.44 TC
922.94 FG
923.71 TC
923.21 FG
923.23 TC
922.73 FG
923.29 TC
922.79 FG
923.35 TC
922.85 FG
923.40 TC
922.90 FG
923.36 TC
922.87 FG
923.32 TC
922.82 FG
923.27 TC
922.77 FG
923.27 TC
922.77 FG
923.33 TC
922.83 FG
923.37 TC
922.87 FG
2.00
%
0.80
%
2.00%
2.00%
2.00%
2.00%
2.00
%
2.00
%
2.00
%
2.00
%
2.00%
0.38%
0.38%
1.0
2
%
1.00
%
1.29
%
1.4
2
%
0.7
0
%
2.00%
2.00%1.27%
2.00%
2.00%
2.00%
2.00%2.00%
2.00%
2.00%
0.73%
0.83%
0.8
1
%
0.8
1
%
0.
8
1
%
0.
8
1
%
0.81
%
0.
8
1
%
0.
8
0
%
0.
4
6
%
2.00%
923.48
923.57
92
3
.
2
2
92
3
.
4
0
92
3
.
3
1
92
3
.
1
4
92
3
.
2
2
923.31
923.40
92
3
.
0
5
92
3
.
2
3
92
2
.
9
7
92
3
.
0
5
92
3
.
1
4
92
3
.
0
9
92
3
.
0
0
92
2
.
9
2
92
2
.
8
2
92
3
.
0
5
92
2
.
8
8
92
3
.
1
4
922
.
8
8
92
3
.
0
3
92
2
.
9
3
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
D
0
3
A
l
t
B
i
d
a
D
e
t
a
l
i
e
d
G
r
a
d
i
n
g
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
5
:
1
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
E.03
DETAILED GRADING PLAN - BASE BID
GRADING LEGEND
EXISTING SLOPE
PROPOSED SLOPE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING CONTOUR
PROPOSED CONTOUR
LIMITS OF GRADING
GRADING BREAKLINE
PAVEMENT JOINT
XXXX.XX
XXXX.XX
XXXX
XXXX
X.XX
X.X
R
FEETSCALE
0 5 10
HORZ.
75
204
+
0
0
205+00
PC: 203+70.23
PT
:
2
0
4
+
6
0
.
5
1
922.46
T
C
921.96
F
G
922.46
T
C
921.96
F
G
922.40
T
C
921.90
F
G 922.36 TC
921.86 FG
922.18
T
C
921.68
F
G
922.05 TC
921.55 FG
922.01
T
C
921.51
F
G
921.95
T
C
921.45
F
G
92
1
.
9
6
T
C
92
1
.
4
6
F
G
921.62 TC
921.45 FG
921.50 TC
921.33 FG
92
1
.
8
3
T
C
92
1
.
3
3
F
G
2.00%2.00%
2.0
0
%
2.0
0
%
2.
0
0
%
2.
0
0
%
0.
4
6
%
0.4
5
%
0.45%
LP
:
9
2
1
.
2
3
LP
:
9
2
1
.
2
3
921
.
3
1
921
.
2
2
2.
9
%
2.
9
%
92
2
922922
92
2
92
2
92
2
92
2
922
922
92
2
921
920
921
921
921
921
921
921
921
921
92
1
.
5
2
T
C
92
1
.
3
5
F
G
2.
9
%
92
1
.
5
6
T
C
92
1
.
3
9
F
G
92
1
.
6
0
T
C
92
1
.
4
3
F
G
921
.
2
7
922
.
2
1
922
.
1
5
92
2
.
0
4
921.93
921
.
7
6
0.
4
8
%
2.00%
2.00%
922.29
T
C
921.79
F
G
922.18 TC
921.68 FG
2.
0
0
%
2.
0
0
%
92
1
.
4
8
SHEET
B
o
l
t
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n
&
M
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n
k
,
I
n
c
.
20
2
5
,
A
l
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g
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R
e
s
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r
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d
c H:
\
A
M
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S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
D
0
2
B
a
s
e
B
i
d
D
e
t
a
l
i
e
d
G
r
a
d
i
n
g
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
5
:
3
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
E.04
DETAILED GRADING PLAN - BASE BIDFEETSCALE
0 5 10
HORZ.
GRADING LEGEND
EXISTING SLOPE
PROPOSED SLOPE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING CONTOUR
PROPOSED CONTOUR
LIMITS OF GRADING
GRADING BREAKLINE
PAVEMENT JOINT
XXXX.XX
XXXX.XX
XXXX
XXXX
X.XX
X.X
R
76
205+00 206+00
921.50 TC
921.33 FG
92
1
.
8
3
T
C
92
1
.
3
3
F
G
92
1
.
9
1
T
C
92
1
.
4
1
F
G
921.58 TC
921.42 FG
LP
:
9
2
1
.
2
3
LP
:
9
2
1
.
2
3
921.72 TC
921.56 FG
92
2
.
0
6
T
C
92
1
.
5
6
F
G
92
2
.
1
6
T
C
92
1
.
6
6
F
G
921.83 TC
921.66 FG
921.86 TC
921.69 FG
92
2
.
1
9
T
C
92
1
.
6
9
F
G
921
.
2
2
921
.
1
8
921
.
0
4
921
.
0
0
8.
3
%
6.
6
%
6.
7
%
4.
3
%
2.
9
%
921
921
921
922
922
922
92292
2
922
920
92
0
921
921
921
921
921
921
921
921
92
1
921
92
1
921
921
921
92
1
.
6
1
T
C
92
1
.
4
4
F
G
92
1
.
7
0
T
C
92
1
.
5
3
F
G
92
1
.
8
3
T
C
92
1
.
6
7
F
G
92
1
.
5
2
T
C
92
1
.
3
5
F
G
921
.
1
2
92
1
.
7
9
T
C
92
1
.
6
2
F
G
5.
5
%
92
1
.
6
5
T
C
92
1
.
4
9
F
G
92
1
.
3
9
F
G
921
.
1
0
2.
0
0
%
2.
0
0
%
92
1
.
4
8
SHEET
B
o
l
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&
M
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n
k
,
I
n
c
.
20
2
5
,
A
l
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R
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g
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t
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R
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s
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r
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d
c H:
\
A
M
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\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
D
0
2
B
a
s
e
B
i
d
D
e
t
a
l
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e
d
G
r
a
d
i
n
g
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
5
:
3
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
E.05
DETAILED GRADING PLAN - BASE BID
GRADING LEGEND
EXISTING SLOPE
PROPOSED SLOPE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING CONTOUR
PROPOSED CONTOUR
LIMITS OF GRADING
GRADING BREAKLINE
PAVEMENT JOINT
XXXX.XX
XXXX.XX
XXXX
XXXX
X.XX
X.X
R
FEETSCALE
0 5 10
HORZ.
77
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>
206+00 207+00
921.72 TC
921.56 FG
92
2
.
0
6
T
C
92
1
.
5
6
F
G
92
2
.
1
6
T
C
92
1
.
6
6
F
G
921.83 TC
921.66 FG
921.86 TC
921.69 FG
92
2
.
1
9
T
C
92
1
.
6
9
F
G
921.67 TC
921.50 FG
92
2
.
0
7
T
C
92
1
.
5
0
F
G
921.73 TC
921.56 FG
92
2
.
0
6
T
C
92
1
.
5
6
F
G
0.17%
0.17%
0.50%
92
1
.
8
5
T
C
92
1
.
3
5
F
G
921.66
T
C
921.16
F
G
921.07
92
1
.
1
5
921.50
921.59921
.
5
0
921.
7
0
921.8
1
921
.
0
4
921
.
0
0
921
.
3
6
8.
3
%
3.
3
%
6.
6
%
5.
0
%
6.
7
%
0.3
%
921
921
92
1
922
922
922
92292
2
922
921
921
921
921
921
921
922
922
92
1
.
7
0
T
C
92
1
.
5
3
F
G
92
1
.
8
3
T
C
92
1
.
6
7
F
G
92
1
.
7
5
92
1
.
8
9
T
C
92
1
.
4
3
F
G
921.72
T
C
921.27
F
G
921.71 TC
921.21 FG
921.60
0.
9
9
%
2.
5
6
%
2.
5
6
%
921
.
7
2
922.00 TC
921.50 FG
92
2
.
0
2
T
C
92
1
.
4
8
F
G
921
.
2
4
921
.
1
2
92
1
.
6
9
T
C
92
1
.
5
2
F
G
92
1
.
7
4
T
C
92
1
.
5
7
F
G
92
1
.
7
9
T
C
92
1
.
6
2
F
G
2.
0
0
%
92
1
.
7
5
92
1
.
9
2
T
C
92
1
.
4
2
F
G
92
1
.
9
5
T
C
92
1
.
4
5
F
G
919
.
6
5
92
1
.
4
4
T
C
92
1
.
4
4
F
G
92
1
.
4
2
T
C
92
1
.
4
2
F
G
92
1
.
4
0
T
C
92
1
.
4
0
F
G
4.
6
0
%
2.91%
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
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t
s
R
e
s
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r
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d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
D
0
2
B
a
s
e
B
i
d
D
e
t
a
l
i
e
d
G
r
a
d
i
n
g
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
5
:
3
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
E.06
DETAILED GRADING PLAN - BASE BID
R
GRADING LEGEND
EXISTING SLOPE
PROPOSED SLOPE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING CONTOUR
PROPOSED CONTOUR
LIMITS OF GRADING
GRADING BREAKLINE
PAVEMENT JOINT
XXXX.XX
XXXX.XX
XXXX
XXXX
X.XX
X.X
FEETSCALE
0 5 10
HORZ.
ADJUST GRADE AROUND AND EXPOSE
EXISTING SILTED IN CULVERT.
SHAPE AREA TO DRAIN.
WORK SHALL BE CONSIDERED INCIDENTAL
TO OTHER PROJECT BID ITEMS.
78
6.
2
1
%
107+00
108+00
PC: 106+27.45
PT
:
1
0
7
+
1
7
.
1
8
2.0%2.0%
2.0%
2.0%
2.0
%
2.0
%
2.
0
%
2.
0
%
0.6
6
%
0.6
6
%
0.66%
921.47 TC
920.97 FG
92
1
.
6
3
T
C
92
1
.
1
3
F
G
92
1
.
6
6
T
C
92
1
.
1
6
F
G
921.33 TC
921.17 FG92
1
.
3
6
T
C
92
1
.
1
9
F
G
92
1
.
4
0
T
C
92
1
.
2
3
F
G
92
1
.
4
3
T
C
92
1
.
2
6
F
G
92
1
.
4
5
T
C
92
1
.
2
9
F
G
921.79 TC
921.29 FG
6.07
%
7.16
%
7.92
%
92
2
.
1
1
922.16
922.20
920.97 TC
920.80 FG
92
1
.
3
0
T
C
92
0
.
8
0
F
G
LP:
9
2
0
.
7
8
LP
:
9
2
0
.
6
8
92
1
.
0
4
T
C
92
0
.
8
7
F
G
92
1
.
0
8
T
C
92
0
.
9
1
F
G
92
1
.
1
3
T
C
92
0
.
9
6
F
G
92
1
.
2
1
T
C
92
1
.
1
9
F
G
92
1
.
9
3
T
C
92
1
.
7
5
F
G
92
0
.
7
0
T
C
92
1
.
1
9
F
G
92
1
.
1
9
T
C
92
0
.
6
9
F
G
92
1
.
4
1
T
C
92
0
.
9
1
F
G
92
1
.
5
1
T
C
92
1
.
0
1
F
G
92
1
.
7
6
T
C
92
1
.
2
6
F
G
92
1
.
9
8
T
C
92
1
.
4
8
F
G
921
.
6
7
92
1
.
7
7
921.9
4
0.66%0.41%921
.
0
3
921
.
1
3
921
.
1
6
92
2
.
0
3
T
C
92
1
.
5
3
F
G
92
1
.
8
7
T
C
92
1
.
3
7
F
G
921.43 TC
920.93 FG
921.41 TC
920.91 FG
92
1
.
3
9
T
C
92
0
.
8
9
F
G
921
.
4
6
921.17 TC
921.00 FG
92
1
.
5
1
T
C
92
1
.
0
1
F
G
2.
3
7
%
922.
0
8
922
.
0
0
2.
0
0
%
2.
0
0
%
2.
0
0
%
2.
0
0
%
2.
0
0
%
2.
0
0
%
921.05 TC
920.88 FG
921
.
2
2
921
.
2
5
2.
0
0
%
2.
0
0
%
92
1
.
1
7
T
C
92
1
.
0
0
F
G
0.41%
7.6
0
%
1.19%0.88%
920
.
7
8
2.
0
0
%
0.66%0.41%0.41%92
1
.
0
5
T
C
92
0
.
8
8
F
G
921
.
1
4
92
1
.
3
7
T
C
92
0
.
8
7
F
G
2.
0
7
%
1.
8
9
%
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
D
0
4
A
l
t
B
i
d
B
D
e
t
a
l
i
e
d
G
r
a
d
i
n
g
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
6
:
0
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
E.07
DETAILED GRADING PLAN - ALTERNATE BID A
GRADING LEGEND
EXISTING SLOPE
PROPOSED SLOPE
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
EXISTING CONTOUR
PROPOSED CONTOUR
LIMITS OF GRADING
GRADING BREAKLINE
PAVEMENT JOINT
XXXX.XX
XXXX.XX
XXXX
XXXX
X.XX
X.X
R
FEETSCALE
0 5 10
HORZ.
79
CO
CO
108+00 109+00
921.39 TC
921.22 FG
921.34 TC
921.17 FG
921.28 TC
921.12 FG
921.23 TC
921.06 FG
921
.
4
5
921
.
4
8
921
.
5
6
921
.
4
7
92
2
.
3
0
T
C
92
1
.
7
8
F
G
92
2
.
3
3
T
C
H
P
92
1
.
8
1
F
G
H
P
92
2
.
1
1
T
C
92
1
.
6
4
F
G
92
2
.
2
7
T
C
92
1
.
7
7
F
G
921.79 TC
921.29 FG
921.46 TC
921.30 FG
921.84 TC
921.67 FG
92
2
.
1
8
T
C
92
1
.
6
8
F
G
922
.
0
7
921
.
6
1
921
.
8
9
922
.
0
7
921
.
9
9
921
.
8
4
922
.
0
5
922
.
1
0
922
.
1
0
922.
5
3
2.
0
0
%
2.
0
0
%
0.80%921
.
9
4
2.
0
0
%
2.
0
0
%
92
1
.
7
9
T
C
92
1
.
2
9
F
G
92
2
.
1
9
T
C
92
1
.
6
9
F
G
92
2
.
1
9
T
C
92
1
.
6
9
F
G
1.
9
1
%
1.
6
5
%
1.
8
7
%
0.
7
3
%
921.72 TC
921.22 FG
2.
0
0
%
2.
0
0
%
922
.
0
4
2.
0
0
%
2.
3
2
%
92
2
.
2
6
T
C
92
1
.
7
5
F
G
0.45%
921
922
921
922
922
922
921
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
E.08
DETAILED GRADING PLAN - ALTERNATE BID A
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GRADING LEGEND
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SHEET
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P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
F.01
EXISTING CONDITIONS & DEMOLITION PLAN - OVERVIEW
R
FEETSCALE
0 50 100
HORZ.
MA
T
C
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1
MATCH
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LEGEND:
BASE BID HMA REMOVAL
BASE BID PCC REMOVAL
BASE BID PCC CURB & GUTTER REMOVAL
ALTERNATE BID A HMA REMOVAL
ALTERNATE BID A PCC REMOVAL
ALTERNATE BID A PCC CURB & GUTTER REMOVAL
FULL DEPTH SAW CUT (TYP.)
NOTES:
1.PER THE GEOTECHNICAL REPORT, ALL EXISTING HMA PAVEMENT IS
ASSUMED TO HAVE AN AVERAGE DEPTH OF 3.5 INCHES EXCEPT
WHERE NOTED ON THE PLANS. ALL EXISTING PCC PAVEMENT,
INCLUDING CURB AND GUTTER SECTIONS, IS ASSUMED TO HAVE AN
AVERAGE DEPTH OF 8.5 INCHES.
2.CONTRACTOR SHALL TAKE CARE TO PROTECT THE EXISTING
PAVEMENTS TO REMAIN. ANY DAMAGE CAUSED TO THE EXISTING
PAVEMENT DURING CONSTRUCTION SHALL BE REPLACED AT THE
CONTRACTOR'S EXPENSE.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES
ON SITE UNLESS OTHERWISE STATED IN THE PLANS.
4.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY ACCESS
OR CONSTRUCTION ACTIVITIES TO ORIGINAL CONDITIONS. THIS MAY
INCLUDE SCARIFYING AND RE-SEEDING OR OTHER RESTORATION
EFFORTS AS REQUIRED. THIS SHALL BE CONSIDERED INCIDENTAL TO
MOBILIZATION AND NOT MEASURED SEPARATELY FOR PAYMENT. SEE
ESTIMATE REFERENCE INFORMATION FOR BID ITEMS SEEDING,
FERTILIZING AND MULCHING (ALL TYPES).
5.ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM SITE AND
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY
DISPOSED OF OFF AIRPORT PROPERTY.
6.POSTAL SERVICE SHALL BE MAINTAINED THROUGHOUT THE
DURATION OF THE PROJECT. TEMPORARY, CLEARLY LABELED
MAILBOXES MAY BE INSTALLED AT THE LOCATION PROVIDED ON THE
PHASING AND TRAFFIC CONTROL PLAN. EXISTING MAILBOXES SHALL
BE SALVAGED AND REINSTALLED PRIOR TO COMPLETION OF THE
PROJECT. IF MAILBOXES ARE DESTROYED THEY SHALL BE REPLACED
AT THE CONTRACTOR'S COST.
81
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D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
l
l
l
l
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
OC
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
F-
D
-
W
I
N
D
S
T
R
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A
M
F-
D
-
W
I
N
D
S
T
R
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A
M
F-D
-
W
I
N
D
S
T
R
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A
M
F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM
F-D-WIN
D
S
T
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A
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F-D-WIN
D
S
T
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A
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F-D-
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A
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F-D-
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A
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F-D-
W
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D
S
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A
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C-D-L
U
M
E
N
C-D-L
U
M
E
N
C-D-L
U
M
E
N
C-D-L
U
M
E
N
C-D-L
U
M
E
N
F-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONETF-D-METRONET
BP: 2
0
0
+
0
0
.
0
0
PI
:
1
0
2
+
1
2
.
3
0
PC
:
1
0
3
+
7
0
.
1
2
PT: 1
0
4
+
3
2
.
9
3
102+00 103+00
104+
0
0
105
+
0
0
FULL DEPTH SAW CUT
BASE BID REMOVAL LIMITS
EXISTING TRAFFIC SIGN
TO BE REMOVED & REINSTALLED
FULL DEPTH SAW CUT
FULL DEPTH SAW CUT
FULL DEPTH SAW CUT
FULL DEPTH SAW CUT
20
0
+
0
0
20
1
+
0
0
20
2
+
0
0
EXISTING TRAFFIC SIGN
TO BE REMOVED & REINSTALLED
SHEET
B
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&
M
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k
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I
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c
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20
2
5
,
A
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A
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2
4
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1
3
6
2
8
6
0
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0
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1
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3/
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0
/
2
0
2
5
5
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2
6
:
1
8
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
F.02
EXISTING CONDITIONS & DEMOLITION PLAN - BASE BIDFEETSCALE
0 10 20
HORZ.
R
MATC
H
L
I
N
E
1
MATC
H
L
I
N
E
3
LEGEND:
BASE BID HMA REMOVAL
BASE BID PCC REMOVAL
BASE BID PCC CURB & GUTTER REMOVAL
ALTERNATE BID A HMA REMOVAL
ALTERNATE BID A PCC REMOVAL
ALTERNATE BID A PCC CURB & GUTTER REMOVAL
FULL DEPTH SAW CUT (TYP.)
NOTES:
1.PER THE GEOTECHNICAL REPORT, ALL EXISTING HMA PAVEMENT IS
ASSUMED TO HAVE AN AVERAGE DEPTH OF 3.5 INCHES EXCEPT
WHERE NOTED ON THE PLANS. ALL EXISTING PCC PAVEMENT,
INCLUDING CURB AND GUTTER SECTIONS, IS ASSUMED TO HAVE AN
AVERAGE DEPTH OF 8.5 INCHES.
2.CONTRACTOR SHALL TAKE CARE TO PROTECT THE EXISTING
PAVEMENTS TO REMAIN. ANY DAMAGE CAUSED TO THE EXISTING
PAVEMENT DURING CONSTRUCTION SHALL BE REPLACED AT THE
CONTRACTOR'S EXPENSE.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES
ON SITE UNLESS OTHERWISE STATED IN THE PLANS.
4.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY ACCESS
OR CONSTRUCTION ACTIVITIES TO ORIGINAL CONDITIONS. THIS MAY
INCLUDE SCARIFYING AND RE-SEEDING OR OTHER RESTORATION
EFFORTS AS REQUIRED. THIS SHALL BE CONSIDERED INCIDENTAL TO
MOBILIZATION AND NOT MEASURED SEPARATELY FOR PAYMENT. SEE
ESTIMATE REFERENCE INFORMATION FOR BID ITEMS SEEDING,
FERTILIZING AND MULCHING (ALL TYPES).
5.ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM SITE AND
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY
DISPOSED OF OFF AIRPORT PROPERTY.
6.POSTAL SERVICE SHALL BE MAINTAINED THROUGHOUT THE
DURATION OF THE PROJECT. TEMPORARY, CLEARLY LABELED
MAILBOXES MAY BE INSTALLED AT THE LOCATION PROVIDED ON THE
PHASING AND TRAFFIC CONTROL PLAN. EXISTING MAILBOXES SHALL
BE SALVAGED AND REINSTALLED PRIOR TO COMPLETION OF THE
PROJECT. IF MAILBOXES ARE DESTROYED THEY SHALL BE REPLACED
AT THE CONTRACTOR'S COST.
82
V
D
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>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
>>
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
llllllllllllllllllllllllllllllllll
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-D
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
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C-
D
-
I
C
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C-
D
-
I
C
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C-
D
-
I
C
S
C-
D
-
I
C
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C-
D
-
I
C
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C-
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-
I
C
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C-
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-
I
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C-
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-
I
C
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C-
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-
I
C
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C-
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-
I
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C-
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-
I
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C-
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C-
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C-
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C-
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C-
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C-
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C-
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G-D G-D G-D G-D
F-D-WIN
D
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A
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F-D-WIN
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A
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F-D-WIN
D
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A
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F-D-WINDSTREA
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F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM
F-D
-
W
I
N
D
S
T
R
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A
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F-D
-
W
I
N
D
S
T
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A
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F-D
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W
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A
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F-D
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F-
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F-
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F-
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C-D-L
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E
N
C-D-L
U
M
E
N
C-D-L
U
M
E
N
C-D-L
U
M
E
N
C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN
C-D-
L
U
M
E
N
C-D-L
U
M
E
N
C-D-L
U
M
E
N
C-D-L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
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F-D
-
M
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T
R
O
N
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F-D
-
M
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F-D
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O
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F-D
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F-D
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F-D
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F-D
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G-DG-DG-DG-DG-DG-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
PC
:
2
0
3
+
7
0
.
2
3
PT: 204+60.51
FULL DEPTH SAW CUT
EXISTING SW-501 INTAKE
TO BE ADJUSTED
SEE M SHEETS FOR
MORE INFORMATION
EXISTING INTAKE
PROTECT DURING
CONSTRUCTION
EXISTING SW-511 INTAKE
TO BE REMOVED & REPLACED
EXISTING 15" RCP STORM SEWER
TO BE REMOVED TO NEAREST JOING & REPLACED
EXISTING 8" PVC STORM SEWER
TO BE REMOVED
EXISTING MANHOLE
PROTECT DURING
CONSTRUCTION
EXISTING SW-501 INTAKE
TO BE REMOVED
202+00 203+00
204+
0
0
20
5
+
0
0
EXISTING MAILBOX TO REMOVED,
STORED AND REINSTALLED
STA:205+04.78
14.26' LT
EXISTING MAILBOX TO REMOVED,
STORED AND REINSTALLED
EXISTING GRANULAR SURFACING
TO BE REMOVED AND DISPOSED OF
OR REINSTALLED ELSEWHERE
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
D
0
0
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
6
:
2
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
F.03
EXISTING CONDITIONS & DEMOLITION PLAN - BASE BIDFEETSCALE
0 10 20
HORZ.
R
MA
T
C
H
L
I
N
E
1
MATCH LINE 2
LEGEND:
BASE BID HMA REMOVAL
BASE BID PCC REMOVAL
BASE BID PCC CURB & GUTTER REMOVAL
ALTERNATE BID A HMA REMOVAL
ALTERNATE BID A PCC REMOVAL
ALTERNATE BID A PCC CURB & GUTTER REMOVAL
FULL DEPTH SAW CUT (TYP.)
NOTES:
1.PER THE GEOTECHNICAL REPORT, ALL EXISTING HMA PAVEMENT IS
ASSUMED TO HAVE AN AVERAGE DEPTH OF 3.5 INCHES EXCEPT
WHERE NOTED ON THE PLANS. ALL EXISTING PCC PAVEMENT,
INCLUDING CURB AND GUTTER SECTIONS, IS ASSUMED TO HAVE AN
AVERAGE DEPTH OF 8.5 INCHES.
2.CONTRACTOR SHALL TAKE CARE TO PROTECT THE EXISTING
PAVEMENTS TO REMAIN. ANY DAMAGE CAUSED TO THE EXISTING
PAVEMENT DURING CONSTRUCTION SHALL BE REPLACED AT THE
CONTRACTOR'S EXPENSE.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES
ON SITE UNLESS OTHERWISE STATED IN THE PLANS.
4.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY ACCESS
OR CONSTRUCTION ACTIVITIES TO ORIGINAL CONDITIONS. THIS MAY
INCLUDE SCARIFYING AND RE-SEEDING OR OTHER RESTORATION
EFFORTS AS REQUIRED. THIS SHALL BE CONSIDERED INCIDENTAL TO
MOBILIZATION AND NOT MEASURED SEPARATELY FOR PAYMENT. SEE
ESTIMATE REFERENCE INFORMATION FOR BID ITEMS SEEDING,
FERTILIZING AND MULCHING (ALL TYPES).
5.ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM SITE AND
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY
DISPOSED OF OFF AIRPORT PROPERTY.
6.POSTAL SERVICE SHALL BE MAINTAINED THROUGHOUT THE
DURATION OF THE PROJECT. TEMPORARY, CLEARLY LABELED
MAILBOXES MAY BE INSTALLED AT THE LOCATION PROVIDED ON THE
PHASING AND TRAFFIC CONTROL PLAN. EXISTING MAILBOXES SHALL
BE SALVAGED AND REINSTALLED PRIOR TO COMPLETION OF THE
PROJECT. IF MAILBOXES ARE DESTROYED THEY SHALL BE REPLACED
AT THE CONTRACTOR'S COST.
83
V
VC
CLV
T
CLV
T
D
V
V
CO
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>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
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>>>>>>>>>>
E
E
E
E
E
E
E
E
E
E
E
E
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E
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E
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E
E
E
E
E
E
E
E
E
E
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E
E
E
E
E
E
E
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E
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>>
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E
E
E
E
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E
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E
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OE
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OE
OE
OE
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OE
OE
OE
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OE
OE
OE
OE
OE
OE
OE
OE
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OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>
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G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-D
C-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICSC-D-ICS
C-D-ICS
C-D-ICS
C-D
-
I
C
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C-D
-
I
C
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C-D
-
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C
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C-D
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C-D
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C-D
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C
S
C-
D
-
I
C
S
l
l
l
l
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
E
E
E
E
E
E
E
E
E
E
E
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-D-WINDSTREAM F-
D
-
W
I
N
D
S
T
R
E
A
M
F-
D
-
W
I
N
D
S
T
R
E
A
M
F-
D
-
W
I
N
D
S
T
R
E
A
M
F-
D
-
W
I
N
D
S
T
R
E
A
M
F-
D
-
W
I
N
D
S
T
R
E
A
M
F-
D
-
W
I
N
D
S
T
R
E
A
M
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-LUM
E
N
C-D-
L
U
M
E
N
PT
:
2
0
4
+
6
0
.
5
1
FULL DEPTH SAW CUT EXISTING GRANULAR SURFACING
TO BE REMOVED AND DISPOSED OF
OR REINSTALLED ELSEWHERE FULL DEPTH SAW CUT
FULL DEPTH
SAW CUT
EXISTING SW-501 INTAKE
TO BE ADJUSTED
SEE M SHEETS FOR
MORE INFORMATION
EXISTING INTAKE
PROTECT DURING
CONSTRUCTION
EXISTING 8" PVC STORM SEWER
TO BE REMOVED
EXISTING MANHOLE
PROTECT DURING
CONSTRUCTION EXISTING INTAKE
PROTECT DURING
CONSTRUCTION
EXISTING SW-501 INTAKE
TO BE REMOVED
EXISTING GRANULAR SURFACING
TO BE REMOVED AND DISPOSED OF
OR REINSTALLED ELSEWHERE
205+00 206+00 207+00
EXISTING MAILBOX TO REMOVED,
STORED AND REINSTALLED
STA:205+04.78
14.26' LT
EXISTING MAILBOX TO REMOVED,
STORED AND REINSTALLED
STA:205+40.52
14.00' LT
EXISTING MAILBOX TO REMOVED,
STORED AND REINSTALLED
STA:205+98.26
14.51' LT
EXISTING MAILBOX TO REMOVED,
STORED AND REINSTALLED
STA:206+02.23
14.36' LT
EXISTING CULVERT
ELEVATION APPROX. 919.00
EXISTING CULVERT
ELEVATION APPROX. 918.70
EXISTING CULVERT
U.A.C.
CONTRACTOR SHALL CLEAN OUT CULVERT FULLY
WORK SHALL BE CONSIDERED INCIDENTAL
TO OTHER PROJECT BID ITEMS
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
D
0
0
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
6
:
2
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
F.04
EXISTING CONDITIONS & DEMOLITION PLAN - BASE BIDFEETSCALE
0 10 20
HORZ.
R
MA
T
C
H
L
I
N
E
2
LEGEND:
BASE BID HMA REMOVAL
BASE BID PCC REMOVAL
BASE BID PCC CURB & GUTTER REMOVAL
ALTERNATE BID A HMA REMOVAL
ALTERNATE BID A PCC REMOVAL
ALTERNATE BID A PCC CURB & GUTTER REMOVAL
FULL DEPTH SAW CUT (TYP.)
NOTES:
1.PER THE GEOTECHNICAL REPORT, ALL EXISTING HMA PAVEMENT IS
ASSUMED TO HAVE AN AVERAGE DEPTH OF 3.5 INCHES EXCEPT
WHERE NOTED ON THE PLANS. ALL EXISTING PCC PAVEMENT,
INCLUDING CURB AND GUTTER SECTIONS, IS ASSUMED TO HAVE AN
AVERAGE DEPTH OF 8.5 INCHES.
2.CONTRACTOR SHALL TAKE CARE TO PROTECT THE EXISTING
PAVEMENTS TO REMAIN. ANY DAMAGE CAUSED TO THE EXISTING
PAVEMENT DURING CONSTRUCTION SHALL BE REPLACED AT THE
CONTRACTOR'S EXPENSE.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES
ON SITE UNLESS OTHERWISE STATED IN THE PLANS.
4.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY ACCESS
OR CONSTRUCTION ACTIVITIES TO ORIGINAL CONDITIONS. THIS MAY
INCLUDE SCARIFYING AND RE-SEEDING OR OTHER RESTORATION
EFFORTS AS REQUIRED. THIS SHALL BE CONSIDERED INCIDENTAL TO
MOBILIZATION AND NOT MEASURED SEPARATELY FOR PAYMENT. SEE
ESTIMATE REFERENCE INFORMATION FOR BID ITEMS SEEDING,
FERTILIZING AND MULCHING (ALL TYPES).
5.ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM SITE AND
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY
DISPOSED OF OFF AIRPORT PROPERTY.
6.POSTAL SERVICE SHALL BE MAINTAINED THROUGHOUT THE
DURATION OF THE PROJECT. TEMPORARY, CLEARLY LABELED
MAILBOXES MAY BE INSTALLED AT THE LOCATION PROVIDED ON THE
PHASING AND TRAFFIC CONTROL PLAN. EXISTING MAILBOXES SHALL
BE SALVAGED AND REINSTALLED PRIOR TO COMPLETION OF THE
PROJECT. IF MAILBOXES ARE DESTROYED THEY SHALL BE REPLACED
AT THE CONTRACTOR'S COST.
84
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
C
V
>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
l
l
l
l
l
l
l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
l
>>>>>>>>>>
>>
>>
>>
>>
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
C-D-ICS
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-D-L
U
M
E
N
C-D-L
U
M
E
N
C-D-L
U
M
E
N
C-D-L
U
M
E
N
C-D-L
U
M
E
N
C-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMENC-D-LUMEN
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
>>>>>>>>>>
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
PT
:
1
0
4
+
3
2
.
9
3
PC
:
1
0
6
+
2
7
.
4
5
PT: 107+17.18
105+00 106+00
10
7
+
0
0
FULL DEPTH SAW CUT
BASE BID REMOVAL LIMITS
FULL DEPTH SAW CUT
FULL DEPTH SAW CUT
EXISTING SW-501 INTAKE
TO BE REMOVED
EXISTING SW-501 INTAKE
TO REMAIN, CASTING TO BE REPLACED
SEE M SHEETS FOR
MORE INFORMATION
LANDSCAPING BETWEEN EXISTING
BACK OF CURB AND HANGAR
IS DECORATIVE ROCK. REMOVE MINIMAL
AMOUNT AND REPLACE WITH NEW
DECORATIVE ROCK MATCHING EXISITNG.
CONSIDERED INCIDENTAL TO OTHER
PROJECT BID ITEMS.
EXISTING COMMUNICATIONS LINE
FIELD VERIFY LOCATION
IF IN CONFLICT WITH PROJECT IMPROVEMENTS
CONTRACTOR SHALL COORIDNATE WITH UTILITY
COMPANY TO RELOCATE TO OUTSIDE OF PROPOSED PAVEMENT
201
+
0
0
EXISTING GRANULAR SURFACING
TO BE REMOVED AND DISPOSED OF
OR REINSTALLED ELSEWHERE
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
D
0
0
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
6
:
2
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
F.05
EXISTING CONDITIONS & DEMOLITION PLAN - ALTERNATE BID AFEETSCALE
0 10 20
HORZ.
R
MA
T
C
H
L
I
N
E
3
MATCH LINE 4
LEGEND:
BASE BID HMA REMOVAL
BASE BID PCC REMOVAL
BASE BID PCC CURB & GUTTER REMOVAL
ALTERNATE BID A HMA REMOVAL
ALTERNATE BID A PCC REMOVAL
ALTERNATE BID A PCC CURB & GUTTER REMOVAL
FULL DEPTH SAW CUT (TYP.)
NOTES:
1.PER THE GEOTECHNICAL REPORT, ALL EXISTING HMA PAVEMENT IS
ASSUMED TO HAVE AN AVERAGE DEPTH OF 3.5 INCHES EXCEPT
WHERE NOTED ON THE PLANS. ALL EXISTING PCC PAVEMENT,
INCLUDING CURB AND GUTTER SECTIONS, IS ASSUMED TO HAVE AN
AVERAGE DEPTH OF 8.5 INCHES.
2.CONTRACTOR SHALL TAKE CARE TO PROTECT THE EXISTING
PAVEMENTS TO REMAIN. ANY DAMAGE CAUSED TO THE EXISTING
PAVEMENT DURING CONSTRUCTION SHALL BE REPLACED AT THE
CONTRACTOR'S EXPENSE.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES
ON SITE UNLESS OTHERWISE STATED IN THE PLANS.
4.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY ACCESS
OR CONSTRUCTION ACTIVITIES TO ORIGINAL CONDITIONS. THIS MAY
INCLUDE SCARIFYING AND RE-SEEDING OR OTHER RESTORATION
EFFORTS AS REQUIRED. THIS SHALL BE CONSIDERED INCIDENTAL TO
MOBILIZATION AND NOT MEASURED SEPARATELY FOR PAYMENT. SEE
ESTIMATE REFERENCE INFORMATION FOR BID ITEMS SEEDING,
FERTILIZING AND MULCHING (ALL TYPES).
5.ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM SITE AND
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY
DISPOSED OF OFF AIRPORT PROPERTY.
6.POSTAL SERVICE SHALL BE MAINTAINED THROUGHOUT THE
DURATION OF THE PROJECT. TEMPORARY, CLEARLY LABELED
MAILBOXES MAY BE INSTALLED AT THE LOCATION PROVIDED ON THE
PHASING AND TRAFFIC CONTROL PLAN. EXISTING MAILBOXES SHALL
BE SALVAGED AND REINSTALLED PRIOR TO COMPLETION OF THE
PROJECT. IF MAILBOXES ARE DESTROYED THEY SHALL BE REPLACED
AT THE CONTRACTOR'S COST.
8.5"
HMA
85
V
C
V
V
M
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>
E
E
E
E
>>
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
XXXXXXXXXXXXX
X
XXXXXXX
l l l l l l l l l l l l l l l l l l l l l l l l l l l l l
l
l l l l l l l l l l l l l l l l l l l l
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>
>
>
>
>
>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
C-D
-
I
C
S
C-D-ICS C-D-ICS C-D-ICS
C-D-ICS
C-D-ICS
C-D-ICS
C-D-ICS
C-D-ICS
C-D-ICS
C-D-ICS
C-D-ICS
C-D-ICS
C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS C-D-ICS
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN C-D-LUMEN
E
E
E
E
E
E
E
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
>>>>>>>>>>>>>>>>
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
F-D-METRONET F-D-METRONET F-D-METRONET F-D-METRONET F-D-METRONET
F-
D
-
M
E
T
R
O
N
E
T
F-
D
-
M
E
T
R
O
N
E
T
F-
D
-
M
E
T
R
O
N
E
T
F-
D
-
M
E
T
R
O
N
E
T
F-
D
-
M
E
T
R
O
N
E
T
F-
D
-
M
E
T
R
O
N
E
T
PC: 106+27.45
PT
:
1
0
7
+
1
7
.
1
8
107+00
108+00 109+00
FULL DEPTH SAW CUT
FULL DEPTH SAW CUTFULL DEPTH SAW CUT
FULL DEPTH SAW CUT
EXISTING SW-501 INTAKE
TO BE REMOVED
EXISTING SW-501 INTAKE
TO REMAIN, CASTING TO BE REPLACED
SEE M SHEETS FOR
MORE INFORMATION
EXISTING INTAKE
PROTECT DURING
CONSTRUCTION
EXISTING GRANULAR SURFACING
TO BE REMOVED AND DISPOSED OF
OR REINSTALLED ELSEWHERE
EXISTING TRAFFIC SIGN
TO BE REMOVED & REINSTALLED
LANDSCAPING BETWEEN EXISTING
BACK OF CURB AND HANGAR
IS DECORATIVE ROCK. REMOVE MINIMAL
AMOUNT AND REPLACE WITH NEW
DECORATIVE ROCK MATCHING EXISITNG.
CONSIDERED INCIDENTAL TO OTHER
PROJECT BID ITEMS.
EXISTING COMMUNICATIONS LINE
FIELD VERIFY LOCATION
IF IN CONFLICT WITH PROJECT IMPROVEMENTS
CONTRACTOR SHALL COORIDNATE WITH UTILITY
COMPANY TO RELOCATE TO OUTSIDE OF PROPOSED PAVEMENT
EXISTING GRANULAR SURFACING
TO BE REMOVED AND DISPOSED OF
OR REINSTALLED ELSEWHERE
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
D
0
0
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
6
:
2
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
F.06
EXISTING CONDITIONS & DEMOLITION PLAN - ALTERNATE BID AFEETSCALE
0 10 20
HORZ.
R
MA
T
C
H
L
I
N
E
4
LEGEND:
BASE BID HMA REMOVAL
BASE BID PCC REMOVAL
BASE BID PCC CURB & GUTTER REMOVAL
ALTERNATE BID A HMA REMOVAL
ALTERNATE BID A PCC REMOVAL
ALTERNATE BID A PCC CURB & GUTTER REMOVAL
FULL DEPTH SAW CUT (TYP.)
NOTES:
1.PER THE GEOTECHNICAL REPORT, ALL EXISTING HMA PAVEMENT IS
ASSUMED TO HAVE AN AVERAGE DEPTH OF 3.5 INCHES EXCEPT
WHERE NOTED ON THE PLANS. ALL EXISTING PCC PAVEMENT,
INCLUDING CURB AND GUTTER SECTIONS, IS ASSUMED TO HAVE AN
AVERAGE DEPTH OF 8.5 INCHES.
2.CONTRACTOR SHALL TAKE CARE TO PROTECT THE EXISTING
PAVEMENTS TO REMAIN. ANY DAMAGE CAUSED TO THE EXISTING
PAVEMENT DURING CONSTRUCTION SHALL BE REPLACED AT THE
CONTRACTOR'S EXPENSE.
3.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES
ON SITE UNLESS OTHERWISE STATED IN THE PLANS.
4.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY ACCESS
OR CONSTRUCTION ACTIVITIES TO ORIGINAL CONDITIONS. THIS MAY
INCLUDE SCARIFYING AND RE-SEEDING OR OTHER RESTORATION
EFFORTS AS REQUIRED. THIS SHALL BE CONSIDERED INCIDENTAL TO
MOBILIZATION AND NOT MEASURED SEPARATELY FOR PAYMENT. SEE
ESTIMATE REFERENCE INFORMATION FOR BID ITEMS SEEDING,
FERTILIZING AND MULCHING (ALL TYPES).
5.ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM SITE AND
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND PROPERLY
DISPOSED OF OFF AIRPORT PROPERTY.
6.POSTAL SERVICE SHALL BE MAINTAINED THROUGHOUT THE
DURATION OF THE PROJECT. TEMPORARY, CLEARLY LABELED
MAILBOXES MAY BE INSTALLED AT THE LOCATION PROVIDED ON THE
PHASING AND TRAFFIC CONTROL PLAN. EXISTING MAILBOXES SHALL
BE SALVAGED AND REINSTALLED PRIOR TO COMPLETION OF THE
PROJECT. IF MAILBOXES ARE DESTROYED THEY SHALL BE REPLACED
AT THE CONTRACTOR'S COST.
8.5"
HMA
8.5
"HM
A
86
20
0
+
0
0
20
1
+
0
0
20
2
+
0
0
20
3
+
0
0
204+
0
0
205+0
0
206+0
0
207+0
0
208+0
0
208+60.59
BP: 20
0
+
0
0
.
0
0
PC: 20
3
+
7
0
.
2
3
PT
:
2
0
4
+
6
0
.
5
1
EP
:
2
0
8
+
6
0
.
5
9
100+00
101+00
102+00
103+00104+0
0
105
+
0
0
106
+
0
0
107+00
108+
0
0
109+
0
0
110+
0
0
110+98.26
BP
:
1
0
0
+
0
0
.
0
0
PI
:
1
0
2
+
1
2
.
3
0
PC
:
1
0
3
+
7
0
.
1
2
PT: 1
0
4
+
3
2
.
9
3
PC: 1
0
6
+
2
7
.
4
5
PT:
1
0
7
+
1
7
.
1
8
EP:
1
1
0
+
9
8
.
2
6
L1 L2
L3
L4 L5
C3
C1
C2
CONTROL POINT DATA
POINT NUMBER
17
41
42
43
44
45
NORTHING
3462660.50
3463120.73
3463475.89
3463475.72
3462819.52
3463132.68
EASTING
4888040.34
4888281.87
4888070.66
4887807.67
4887718.55
4887836.02
ELEVATION
923.648
920.097
919.994
918.391
922.750
923.244
RAW DESCRIPTION
VFCP / CUT X BOC
VFCP / 5/8" RBR OPC
VFCP / CUT X INTAKE
VFCP / CUT X INTAKE
VFCP / CUT X TRANSFORMER PAD
VFCP / 5/8" RBR OPC
ALIGNMENT EAST
NUMBER
L5
C3
L4
START STATION
200+00
203+70.23
204+60.51
END STATION
203+70.23
204+60.51
208+60.59
LENGTH
370.23'
90.28'
400.08'
DELTA
89°57'52"
RADIUS
57.50'
CHORD
81.29'
START NORTHING
3,463,195.74
3,463,036.96
3,462,960.39
START EASTING
4,887,825.49
4,888,159.94
4,888,187.23
END NORTHING
3,463,036.96
3,462,960.39
3,462,598.86
END EASTING
4,888,159.94
4,888,187.23
4,888,015.88
LINE / CHORD DIRECTION
S64° 36' 15"E
S19° 37' 19"E
S25° 21' 37"W
ALIGNMENT WEST
NUMBER
L3
C2
L2
C1
L1
START STATION
102+12.30
103+70.12
104+32.93
106+27.45
107+17.18
END STATION
103+70.12
104+32.93
106+27.45
107+17.18
110+98.26
LENGTH
157.82'
62.81'
194.52'
89.74'
381.07'
DELTA
59°58'40"
89°25'01"
RADIUS
60.00'
57.50'
CHORD
59.98'
80.90'
START NORTHING
3,463,327.76
3,463,170.45
3,463,116.26
3,463,005.71
3,462,926.20
START EASTING
4,887,935.89
4,887,948.58
4,887,922.88
4,887,762.83
4,887,747.87
END NORTHING
3,463,170.45
3,463,116.26
3,463,005.71
3,462,926.20
3,462,610.47
END EASTING
4,887,948.58
4,887,922.88
4,887,762.83
4,887,747.87
4,887,961.24
LINE / CHORD DIRECTION
S4° 36' 43"E
S25° 22' 37"W
S55° 21' 57"W
S10° 39' 26"W
S34° 03' 04"E
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
G
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
6
:
3
6
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
G.01
CONTROL POINTS & STATIONING INFORMATION
R
FEETSCALE
0 40 80
HORZ.
17
41
42
43
44
45
APRON
AI
R
P
O
R
T
R
O
A
D
TERMINAL
ALIGNMENT WEST
ALIGNMENT EAST
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
HANGAR
APRON
APRON
APRON
PARKING
LOT
PARKING
LOT
PARKING
LOT
PARKING
LOT
PARKING
LOT
87
TLO
F
A
TLO
F
A
TLO
F
A
TOFA
TOFA
TOFA
RO
F
A
RO
F
A
RO
F
A
RO
F
A
RO
F
A
RO
F
A
RO
F
A
RO
F
A
RO
F
A
TOF
A
TOFA
TOFA
TOFA
TOFA
TOFA
ROF
A
ROF
A
TLO
F
A
TLO
F
A
TL
O
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TL
O
F
A
TL
O
F
A
TL
O
F
A
TL
O
F
A
TL
O
F
A
TL
O
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CO
200+0
0
201+0
0
202+0
0
203+0
0
204
+
0
0
20
5
+
0
0
20
6
+
0
0
20
7
+
0
0
20
8
+
0
0
208+60.59
BP
:
2
0
0
+
0
0
.
0
0
PC
:
2
0
3
+
7
0
.
2
3
PT: 20
4
+
6
0
.
5
1
EP: 20
8
+
6
0
.
5
9
10
0
+
0
0
10
1
+
0
0
10
2
+
0
0
10
3
+
0
0
10
4
+
0
0
105+
0
0
106+
0
0
10
7
+
0
0
108
+
0
0
109
+
0
0
110
+
0
0
110+98.26
BP: 100+00.00
PI: 102+12.30
PC: 103+70.12
PT:
1
0
4
+
3
2
.
9
3
PC:
1
0
6
+
2
7
.
4
5
PT: 1
0
7
+
1
7
.
1
8
EP: 1
1
0
+
9
8
.
2
6
1000
+
0
0
1001
+
0
0
1002+00
BP:
1
0
0
0
+
0
0
.
0
0
EP:
1
0
0
2
+
0
0
.
0
0
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
G
0
2
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
6
:
5
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
G.02
SITE GEOMETRIC LAYOUT - OVERVIEW
R
FEETSCALE
0 50 100
HORZ.
MA
T
C
H
L
I
N
E
1
MATCH
L
I
N
E
2
MAT
C
H
L
I
N
E
3
MATC
H
L
I
N
E
4
NOTES:
1.BASE BID PLUS ALL ALTERNATES SHOWN
FOR REFERENCE.
2.REFER TO PLAN & PROFILE GRADING SHEETS,
DETAILED GRADING PLANS AND EXISTING
CONDITIONS & DEMOLITION PLAN FOR
MORE INFORMATION.
GRANULAR SURFACING TO BE
INSTALLED TO ALIGN WITH
PROPOSED DROP CURB FOR
FUTURE PARKING LOT ENTRANCES
LEGEND
PCC PAVEMENT, 7"
PCC DRIVEWAY PAVEMENT, 6"
RELOCATED GRANULAR SURFACING, 6"
88
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
20
0
+
0
0
20
1
+
0
0
20
2
+
0
0
BP: 2
0
0
+
0
0
.
0
0
102+00 103+00
104+
0
0
10
5
+
0
0
PI
:
1
0
2
+
1
2
.
3
0
PC
:
1
0
3
+
7
0
.
1
2
PT: 1
0
4
+
3
2
.
9
3
R90'
R1
5
'
R10'
R9
0
'
R47
'
R60
'
R73
'
PT STA:201+98.89
13.00' RT
RAD STA:102+07.40
25.00' RT
PT STA:102+07.40
15.00' RT
STA:102+12.30
15.00' RT
PC STA:102+00.59
32.33' RT
STA:102+12.74
44.51' RT
STA:102+01.86
52.21' RT
PT STA:101+65.43
13.00' RT
PC STA:101+60.30
13.91' RT
STA:101+52.62
16.71' RT
STA:101+55.50
17.79' RT
STA:101+54.81
15.91' RT
PT STA:101+63.48
13.00' LT
PC STA:101+57.47
14.26' LT
RAD STA:101+65.38
28.00' RT
STA:102+12.30
13.00' RT
PC STA:103+45.25
13.00' LT
PC STA:103+45.30
13.00' RT
PC STA:104+57.77
13.00' LT
PT STA:104+57.74
13.00' RT
RAD STA:104+57.79
103.00' RT
STA:101+54.15
15.71' LT RAD STA:101+63.48
28.00' LT
DROPPED CURB
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
G
0
2
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
6
:
5
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
G.03
SITE GEOMTERIC LAYOUTFEETSCALE
0 10 20
HORZ.
R
MATC
H
L
I
N
E
3
MATC
H
L
I
N
E
1
REFER TO SHEET G.02 FOR
STATION AND OFFSET OF
RADIUS CENTER
NOTES:
1.BASE BID PLUS ALL ALTERNATES SHOWN
FOR REFERENCE.
2.REFER TO PLAN & PROFILE GRADING SHEETS,
DETAILED GRADING PLANS AND EXISTING
CONDITIONS & DEMOLITION PLAN FOR
MORE INFORMATION.
LEGEND
PCC PAVEMENT, 7"
PCC DRIVEWAY PAVEMENT, 6"
RELOCATED GRANULAR SURFACING, 6"
89
202+00 203+00
204+
0
0
PC
:
2
0
3
+
7
0
.
2
3
PT: 204+60.51
R44
.
5
'
R57
.
5
'
R70.5
'
R60'
5'
R9
0
'
R4
7
'
R6
0
'
R7
3
'
PC STA:203+54.74
13.00' RT
PT STA:204+76.00
13.00' RT
STA:204+66.93
13.00' LT
STA:204+71.93
23.00' LTRAD STA:203+99.99
57.50' RTRAD STA:203+54.74
73.00' RT
PT STA:201+98.89
13.00' RT
PT STA:201+98.80
13.00' LT
RAD STA:201+98.80
103.00' LT
PT STA:204+60.51
13.00' LT
PC STA:203+70.23
13.00' LT
STA:204+67.43
13.00' LTDR
O
P
P
E
D
C
U
R
B
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
G
0
2
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
6
:
5
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
G.04
SITE GEOMTERIC LAYOUTFEETSCALE
0 10 20
HORZ.
R
MA
T
C
H
L
I
N
E
1
MATCH LINE 2
NOTES:
1.BASE BID PLUS ALL ALTERNATES SHOWN
FOR REFERENCE.
2.REFER TO PLAN & PROFILE GRADING SHEETS,
DETAILED GRADING PLANS AND EXISTING
CONDITIONS & DEMOLITION PLAN FOR
MORE INFORMATION.
FUTURE PARKING LOT
SHOWN FOR REFERENCE
LEGEND
PCC PAVEMENT, 7"
PCC DRIVEWAY PAVEMENT, 6"
RELOCATED GRANULAR SURFACING, 6"
90
CO
204
+
0
0
205+00 206+00 207+00
PT
:
2
0
4
+
6
0
.
5
1
R44
.
5
'
R57
.
5
'
R7
0
.
5
'
R6
0
'
R1
5
'
R5'
5'5'5'5'5'5'
PC STA:203+54.74
13.00' RT
PT STA:204+76.00
13.00' RT
STA:204+66.93
13.00' LT
STA:204+71.93
23.00' LT
RAD STA:203+99.99
57.50' RT
RAD STA:203+54.74
73.00' RT
STA:204+94.29
13.00' LT
STA:204+89.29
23.00' LT
STA:205+50.54
13.00' LT
STA:205+55.54
23.00' LT
STA:205+73.82
23.00' LT
STA:205+78.82
13.00' LT
STA:206+20.61
13.00' LT
STA:206+25.61
23.00' LT STA:206+54.57
23.00' LT
STA:206+59.57
13.00' LT
STA:206+84.60
15.56' LT
STA:206+61.57
13.00' LT
PC STA:206+69.16
13.00' RT
RAD STA:206+78.48
24.14' RT
RAD STA:206+69.16
28.00' RT
PT STA:206+80.97
28.48' RT
STA:206+77.25
30.62' RT
PC STA:206+82.81
21.65' RT
STA:206+85.52
8.89' RT
STA:207+09.97
7.96' RT
STA:206+94.70
17.36' RT
STA:207+00.62
27.61' RT
STA:206+81.77
38.47' RT
STA:207+06.65
14.33' RT
PT STA:206+82.16
20.52' RT
PT STA:204+60.51
13.00' LT
STA:206+66.24
13.52' LT
STA:206+69.23
13.85' LT
STA:204+67.43
13.00' LT
STA:204+93.79
13.00' LT
STA:205+51.04
13.00' LT
STA:205+78.32
13.00' LT
STA:206+21.11
13.00' LT
STA:206+59.07
13.00' LT
STA:206+47.91
13.00' RT
STA:206+47.28
13.00' RT
STA:205+97.97
13.00' RT
STA:205+97.35
13.00' RT
DROPPED CURB DROPPED CURB DROPPED CURB
DROPPED CURB
CURB CUT FOR STORM
WATER LET DOWN
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
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:
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P
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
G.05
SITE GEOMTERIC LAYOUTFEETSCALE
0 10 20
HORZ.
R
MA
T
C
H
L
I
N
E
2
NOTES:
1.BASE BID PLUS ALL ALTERNATES SHOWN
FOR REFERENCE.
2.REFER TO PLAN & PROFILE GRADING SHEETS,
DETAILED GRADING PLANS AND EXISTING
CONDITIONS & DEMOLITION PLAN FOR
MORE INFORMATION.
FUTURE PARKING LOT
SHOWN FOR REFERENCE
LEGEND
PCC PAVEMENT, 7"
PCC DRIVEWAY PAVEMENT, 6"
RELOCATED GRANULAR SURFACING, 6"
91
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
20
1
+
0
0
104+
0
0
105+00 106+00
10
7
+
0
0
PT
:
1
0
4
+
3
2
.
9
3
PC
:
1
0
6
+
2
7
.
4
5
PT: 107+17.18
R4
4
.
5
'
R57
.
5
'
R70.
5
'
R60'
R9
0
'
R5'
5'
5'
R90
'
1001+00
1002+00
EP
:
1
0
0
2
+
0
0
.
0
0
PT STA:201+98.89
PC STA:103+45.30
PC STA:104+57.77
13.00' LT
PT STA:104+57.74
13.00' RT
RAD STA:104+57.77
103.00' LT
PC STA:106+12.10
13.00' LT
RAD STA:107+17.18
57.50' LT
RAD STA:106+12.10
73.00' LT PT STA:107+32.53
13.00' LT
STA:107+21.04
13.00' RT
STA:107+38.54
18.00' RT
RAD STA:107+44.35
24.50'
STA:107+42.87
18.00' RT
STA:107+42.87
19.50' RT
STA:107+43.54
18.00' RT
PC STA:107+44.35
19.50' RT
PT STA:107+49.35
24.50'
STA:107+63.54
13.00' RT
STA:106+68.47
24.19' RT
STA:106+77.75
23.58' RT
STA:106+63.62
13.00' RT
STA:106+82.57
13.00' RT
PC STA:107+75.32
24.50' RT
RAD STA:201+98.89
103.00' RT
PT STA:107+17.18
13.00' RT
PC STA:106+27.45
13.00' RT
STA:107+44.57
13.00' LT
STA:107+43.94
13.00' LT
STA:106+82.15
13.00' RT
STA:106+64.04
13.00' RT
DR
O
P
P
E
D
C
U
R
B
DRO
P
P
E
D
C
U
R
B
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
G
0
2
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
6
:
5
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
G.06
SITE GEOMTERIC LAYOUTFEETSCALE
0 10 20
HORZ.
R
MA
T
C
H
L
I
N
E
3
MATCH LINE 4
NOTES:
1.BASE BID PLUS ALL ALTERNATES SHOWN
FOR REFERENCE.
2.REFER TO PLAN & PROFILE GRADING SHEETS,
DETAILED GRADING PLANS AND EXISTING
CONDITIONS & DEMOLITION PLAN FOR
MORE INFORMATION.
FUTURE PARKING LOT
SHOWN FOR REFERENCE
LEGEND
PCC PAVEMENT, 7"
PCC DRIVEWAY PAVEMENT, 6"
RELOCATED GRANULAR SURFACING, 6"
92
10
6
+
0
0
107+00
108+00 109+00
PC: 106+27.45
PT
:
1
0
7
+
1
7
.
1
8
R44.5
'
R57
.
5
'
R70
.
5
'
R6
0
'
R13
'
R15
'
R5'
5'
5'
10
0
1
+
0
0
1002+00EP: 1002+00.00
PC STA:106+12.10
13.00' LT
RAD STA:107+17.18
57.50' LT
RAD STA:106+12.10
73.00' LT
PT STA:107+32.53
13.00' LT
STA:107+21.04
13.00' RT
STA:107+38.54
18.00' RT
RAD STA:107+44.35
24.50' RT
STA:107+42.87
18.00' RT
STA:107+42.87
19.50' RT
STA:107+43.54
18.00' RT
PC STA:107+44.35
19.50' RT
STA:107+49.35
25.18' RT
PT STA:107+49.35
24.50' RT
STA:107+63.54
13.00' RTSTA:106+68.47
24.19' RT
STA:106+77.75
23.58' RT
STA:106+63.62
13.00' RT
STA:106+82.57
13.00' RT
STA:109+07.09
13.00' RT STA:109+33.09
15.05' RT
STA:109+33.09
9.18' LT
PC STA:109+26.38
13.00' LT
STA:109+49.91
9.40' LT
STA:109+51.22
16.28' LT
STA:109+40.43
22.36' LT
PT STA:109+39.44
20.61' LT
PT STA:109+26.38
28.00' LT
STA:108+45.58
13.00' RTSTA:107+93.37
14.50' RT
PT STA:107+87.97
14.50' RT
PC STA:107+75.32
24.50' RT
STA:107+75.22
24.90' RT
RAD STA:107+87.97
27.50' RT
STA:107+93.37
13.00' RT
STA:107+93.37
25.15' RT
STA:108+45.58
24.67' RT
PT STA:107+17.18
13.00' RT
STA:108+55.76
13.00' LT
STA:108+55.13
13.00' LT
STA:109+05.44
13.00' LT
STA:109+04.81
13.00' LT
STA:107+94.20
13.00' LT
STA:107+93.58
13.00' LT
STA:107+44.57
13.00' LTSTA:107+43.94
13.00' LT
STA:106+82.15
13.00' RT
STA:106+64.04
13.00' RT
DROPPED CURB DROPPED CURB
DROPPED CURB
DRO
P
P
E
D
C
U
R
B
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
G
0
2
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
7
:
0
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
G.07
SITE GEOMTERIC LAYOUTFEETSCALE
0 10 20
HORZ.
R
MA
T
C
H
L
I
N
E
4
NOTES:
1.BASE BID PLUS ALL ALTERNATES SHOWN
FOR REFERENCE.
2.REFER TO PLAN & PROFILE GRADING SHEETS,
DETAILED GRADING PLANS AND EXISTING
CONDITIONS & DEMOLITION PLAN FOR
MORE INFORMATION.
LEGEND
PCC PAVEMENT, 7"
PCC DRIVEWAY PAVEMENT, 6"
RELOCATED GRANULAR SURFACING, 6"
FUTURE PARKING LOT
SHOWN FOR REFERENCE
93
X X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X X
X
X
X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
CO
X
X
X
X
X
X
X
XXXXXXXX
XXXXXXXX XXX
XXXXXXX
CONTRACTOR SHALL PROVIDE MAILBOXES
TEMPORARILY RELOCATED NEARBY THE
TERMINAL BUILDING AS SHOWN. ALL EXISTING
MAILBOXES SHALL BE REMOVED, STOTED
DURING CONSTRUCTION AND RE-INSTALLED AT
THE COMPLETION OF THE PROJECT.THE COST OF
RELOCATING MAILBOXES INCLUDING LABOR
AND MATERIALS AND ANY LABOR AND
MATERIALS REQUIRED FOR SIGNAGE SHALL BE
CONSIDERED INCIDENTAL TO THE ASSOCIATED
BID ITEMS. CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATION WITH
POSTAL SERVICE.
XXXXX
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
J
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
7
:
1
1
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
J.01
TRAFFIC CONTROL & PHASING PLAN
R
FEETSCALE
0 50 100
HORZ.
AIRPORT ROAD
INSTALL TYPE III
BARRICADES
INSTALL TYPE III
BARRICADES
PHASE 1
LEGEND
VEHICULAR (AIRPORT) TRAFFIC ACCESS ROUTE
TYPE III BARRICADES
LOW-PROFILE BARRICADES
CONSTRUCTION STAGING/STORAGE/STOCKPILE LOCATION
CONSTRUCTION - PHASE 1
PREVIOUS PHASE CONSTRUCTION AREAS
XXXXXXXXXXXX
STAGING AND STORAGE
PREFERRED LOCATION
IF WILDLIFE FENCING CONTRACTOR IS STILL
UTILIZING THE PREFERRED STAGING AND
STORAGE LOCATION, THIS LOCATION SHALL
BE CONSIDERED AS AN ALTERNATIVE.
INSTALL TYPE III
BARRICADES
PROVIDE TEMPORARY GRANULAR ACCESS.
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND
RE-INSTALLATION OF CHAIN LINK FENCE.
AT THE THE TIME OF THE PROPOSED PROJECT'S CONSTRUCTION THERE
MAY BE A FENCING CONTRACTOR COMPLETING FENCING WILDLIFE
EXCLUSION FENCING IMPROVEMENTS AT THE AIRPORT. IT SHALL BE
THIS PROJECT'S CONTRACTORS RESPONSIBILITY TO COORDINATE WITH
THE FENCING CONTRACTOR TO PROVIDE ACCESS THROUGH THIS FENCE
IF THE WILDLIFE FENCING PROJECT IS STILL ONGOING.
INSTALL TYPE III
BARRICADES
INSTALL LOW-PROFILE
BARRICADES
96"
18
"
M
A
X
.
360° LIGHT
10' MAX
1 LOW PROFILE BARRICADE DETAIL
NOT TO SCALE
LOW PROFILE BARRICADE NOTES:
1)BARRICADES SHALL BE LOW PROFILE AND LOW MASS AS APPROVED BY
ENGINEER.
2)TWO FLASHING RED LIGHTS ARE REQUIRED. LIGHTS SHALL BE
OMNIDIRECTIONAL OR ROTATE ONE LIGHT 90°. SECURELY FASTEN LIGHTS TO
BARRICADE.
3)REFLECTIVE MEDIA SHALL BE ALTERNATING 6" WIDE BANDS OF
INTERNATIONAL ORANGE AND WHITE ANGLED AT 45°.
4)BARRICADES SHALL BE SECURELY WEIGHTED TO PREVENT MOVEMENT BY
WIND, PROPELLER WASH, OR JET BLAST UP TO 75 MPH.
5)SPACE BARRICADES 4' APART OR LESS AND EXTEND ACROSS PAVEMENT, EDGE
TO EDGE.
6)CONTRACTOR SHALL INSPECT BARRICADES TWICE DAILY - BEFORE
CONSTRUCTION STARTS AND PRIOR TO LEAVING THE SITE AT THE END OF DAY.
7)DISTANCE BETWEEN LIGHTS SHALL NOT EXCEED 10.'
94
X X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X X
X
X
X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
CO
XXXXXX
XXXXXXXXX
X X X X X X X X X X
XXXXXX
XXXXX
CONTRACTOR SHALL PROVIDE MAILBOXES
TEMPORARILY RELOCATED NEARBY THE
TERMINAL BUILDING AS SHOWN. ALL EXISTING
MAILBOXES SHALL BE REMOVED, STOTED
DURING CONSTRUCTION AND RE-INSTALLED AT
THE COMPLETION OF THE PROJECT.THE COST OF
RELOCATING MAILBOXES INCLUDING LABOR
AND MATERIALS AND ANY LABOR AND
MATERIALS REQUIRED FOR SIGNAGE SHALL BE
CONSIDERED INCIDENTAL TO THE ASSOCIATED
BID ITEMS. CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATION WITH
POSTAL SERVICE.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
J
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
7
:
1
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
J.02
TRAFFIC CONTROL & PHASING PLAN
R
FEETSCALE
0 50 100
HORZ.
AIRPORT ROAD
INSTALL TYPE III
BARRICADES
INSTALL TYPE III
BARRICADES
INSTALL TYPE III
BARRICADES
LEGEND
VEHICULAR (AIRPORT) TRAFFIC ACCESS ROUTE
TYPE III BARRICADES
LOW-PROFILE BARRICADES
CONSTRUCTION STAGING/STORAGE/STOCKPILE LOCATION
CONSTRUCTION - PHASE 2
PREVIOUS PHASE CONSTRUCTION AREAS
XXXXXXXXXXXX
PHASE 2
STAGING AND STORAGE
PREFERRED LOCATION
IF WILDLIFE FENCING CONTRACTOR IS STILL
UTILIZING THE PREFERRED STAGING AND
STORAGE LOCATION, THIS LOCATION SHALL
BE CONSIDERED AS AN ALTERNATIVE.
INSTALL TYPE III
BARRICADES
INSTALL LOW-PROFILE
BARRICADES
AT THE THE TIME OF THE PROPOSED PROJECT'S CONSTRUCTION
THERE MAY BE A FENCING CONTRACTOR COMPLETING FENCING
WILDLIFE EXCLUSION FENCING IMPROVEMENTS AT THE AIRPORT.
IT SHALL BE THIS PROJECT'S CONTRACTORS RESPONSIBILITY TO
COORDINATE WITH THE FENCING CONTRACTOR TO ENSURE THAT
THEY DO NOT IMPEDE THE PROGRESS OF THE FENCING
CONTRACTOR IF THE PROJECT IS STILL ONGOING.
THE CITY OF AMES MAY BE ABLE TO PROVIDE
CHANGEABLE MESSAGE BOARDS TO
INDICATE THAT: "ENTRANCE TO AIRPORT
LOCATED AT NEXT DRIVE EAST".
CONTRACTOR SHALL COORDINATE WITH THE
CITY OF AMES PUBLIC WORKS DEPARTMENT
TO DETERMINE IF THESE SIGNS MAY BE USED
FOR THIS PHASE OF THE PROJECT.
COORDINATION FOR THE USE OF THESE
MESSAGE BOARDS AND ANY LABOR,
MATERIALS OR EQUIPMENT REQUIRED TO
INSTALL AND REMOVE THE MESSAGE
BOARDS SHALL BE CONSIDERED INCIDENTAL
TO THE TRAFFIC CONTROL BID ITEMS.
95
X X
X
X
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X X
X
X
X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
CO
XXXXXXXXXXXXX
XXXXXX
XXXXXX
CONTRACTOR SHALL PROVIDE MAILBOXES
TEMPORARILY RELOCATED NEARBY THE
TERMINAL BUILDING AS SHOWN. ALL EXISTING
MAILBOXES SHALL BE REMOVED, STOTED
DURING CONSTRUCTION AND RE-INSTALLED AT
THE COMPLETION OF THE PROJECT.THE COST OF
RELOCATING MAILBOXES INCLUDING LABOR
AND MATERIALS AND ANY LABOR AND
MATERIALS REQUIRED FOR SIGNAGE SHALL BE
CONSIDERED INCIDENTAL TO THE ASSOCIATED
BID ITEMS. CONTRACTOR SHALL BE
RESPONSIBLE FOR COORDINATION WITH
POSTAL SERVICE.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
J
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
7
:
1
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
J.03
TRAFFIC CONTROL & PHASING PLAN
R
FEETSCALE
0 50 100
HORZ.
LEGEND
VEHICULAR (AIRPORT) TRAFFIC ACCESS ROUTE
TYPE III BARRICADES
LOW-PROFILE BARRICADES
CONSTRUCTION STAGING/STORAGE/STOCKPILE LOCATION
CONSTRUCTION - PHASE 3
PREVIOUS PHASE CONSTRUCTION AREAS
XXXXXXXXXXXX
AIRPORT ROAD
PHASE 3
STAGING AND STORAGE
PREFERRED LOCATION
IF WILDLIFE FENCING CONTRACTOR IS STILL
UTILIZING THE PREFERRED STAGING AND
STORAGE LOCATION, THIS LOCATION SHALL
BE CONSIDERED AS AN ALTERNATIVE.
INSTALL TYPE III
BARRICADES
INSTALL TYPE III
BARRICADES
96
TLO
F
A
TLO
F
A
TLO
F
A
TOFA
TOFA
TOFA
RO
F
A
RO
F
A
RO
F
A
RO
F
A
RO
F
A
RO
F
A
RO
F
A
RO
F
A
RO
F
A
TOF
A
TOFA
TOFA
TOFA
TOFA
TOFA
ROF
A
ROF
A
TLO
F
A
TLO
F
A
TL
O
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TL
O
F
A
TL
O
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TL
O
F
A
TL
O
F
A
TL
O
F
A
TL
O
F
A
TL
O
F
A
TL
O
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
TLO
F
A
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X
X
X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
200+0
0
201+0
0
202+0
0
203+0
0
204
+
0
0
20
5
+
0
0
20
6
+
0
0
20
7
+
0
0
20
8
+
0
0
208+60.59
BP
:
2
0
0
+
0
0
.
0
0
PC
:
2
0
3
+
7
0
.
2
3
PT: 20
4
+
6
0
.
5
1
EP: 20
8
+
6
0
.
5
9
10
0
+
0
0
10
1
+
0
0
10
2
+
0
0
10
3
+
0
0
10
4
+
0
0
105+
0
0
106+
0
0
10
7
+
0
0
108
+
0
0
109
+
0
0
110
+
0
0
110+98.26
BP: 100+00.00
EP: 1
1
0
+
9
8
.
2
6
PI: 102+12.30
PC: 103+70.12
PC: 106+27.45
PT:
1
0
4
+
3
2
.
9
3
PT: 1
0
7
+
1
7
.
1
8
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
L
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
7
:
3
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
L.01
JOINTING PLAN - OVERVIEW
R
FEETSCALE
0 50 100
HORZ.
MA
T
C
H
L
I
N
E
1
MATCH
L
I
N
E
2
MAT
C
H
L
I
N
E
3
MATC
H
L
I
N
E
4
97
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CO
CO
CO
CO
CO
CO
20
0
+
0
0
20
1
+
0
0
20
2
+
0
0
BP: 2
0
0
+
0
0
.
0
0
102+00 103+00
104+
0
0
10
5
+
0
0
PI
:
1
0
2
+
1
2
.
3
0
PC
:
1
0
3
+
7
0
.
1
2
PT: 1
0
4
+
3
2
.
9
3
12.71'
4 SPACES @ 11.81 = 47.23'
2'
2'
12.5'
15
.
8
'
16
.
7
'
11 SPACES @ 13' = 143'
5 S
P
A
C
E
S
@
1
3
'
=
6
5
'
26
'
4 SP
A
C
E
S
@
1
1
.
5
5
'
=
4
6
.
2
2
'
13.
2
5
'
13.
2
5
'
20
'
26
'
2 S
P
A
C
E
S
@
13
.
6
1
'
=
2
7
.
2
2
'
20'
26'
1.77'
3 SPACES
@
1
0
.
4
8
'
=
3
1
.
4
4
'
3 SP
A
C
E
S
@
1
0
.
4
6
'
=
3
1
.
3
8
'
5 S
P
A
C
E
S
@
1
1
.
6
'
=
5
8
.
0
2
'
26'
20'
L C
C
L C
C
RT
L L L L L L L L L L L LLLLLL
RT
C
C
C
C
C
C
RT
RT
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
ED
E E EE
E
E
C
C
C
C
C
C
C
L
L
L
L
L
ED
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
L
L
L
L
L
L
L
L
L
L
RT
RT
C
C
C
C
C
C
C
C
C
C
C
C
RT RT
RTRT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
RT
C
C
C
C
C
C
C
C
C
C
C
C
C RT
3'
3'
3'
3'
3'
CONSTRUCTION PHASE LIMIT
L
L
L
L
L
RT
RT
RT
RT
L
C
L
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
13
'
13
'
9.9
8
'
13'
13'
8.15'
13.01
'
E
E
C
C
RT
RT
C
L
L
L
C
C
RT
RT RT
RTC
RT
RT
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
L
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
7
:
3
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
L.02
JOINTING PLAN - BASE BID
R
FEETSCALE
0 10 20
HORZ.
SEE BOTTOM VIEW THIS SHEET
FOR BASE BID JOINTING
FEETSCALE
0 5 10
HORZ.
R
JOINTING NOTES:
1.JOINT DESIGNATIONS SHALL APPLY TO THE LENGTH OF THE JOINT UNLESS
OTHERWISE NOTED.
2.ALL DOWELS AND DEFORMED BARS IN JOINTS SHALL BE PLACED TO ELEVATION
PRIOR TO PAVING OPERATIONS. METHODS SHALL INCLUDE, BUT ARE NOT LIMITED
TO, STAKING, CHAIRS AND/OR BASKETS.
3.JOINT SPACING AND JOINT TYPES MAY VARY IN FIELD. JOINT TYPES WILL BE
DEPENDENT OF CONTRACTORS PAVING OPERATIONS. CONTRACTOR SHALL SUBMIT
A PAVING PLAN TO THE ENGINEER PRIOR TO PAVING OPERATIONS FOR APPROVAL.
4.REFER TO IOWA SUDAS 2025 EDITION FOR JOINT TYPES AND DETAILS.
#4 BARS @ 24" O.C. (CONTINUALLY REINFORCED)
MATC
H
L
I
N
E
3
MATC
H
L
I
N
E
1
CONCRETE GATE
PAD BY OTHERS
BASE BID JOINTING PLAN
CONSTRUCTION PHASE LIMIT
98
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
7.
6
7
'
7 SP
A
C
E
S
@
1
2
'
=
8
4
.
0
3
'
202+00 203+00
204+
0
0
20
5
+
0
0
PC
:
2
0
3
+
7
0
.
2
3
PT: 204+60.51
12 SPACES @ 13' = 156'13.03'
3'
8.
7
'
5.
3
4
'
10'26'
26
'
26'
3'
13
'
3
S
P
A
C
E
S
@
1
0
.
0
7
'
=
3
0
.
2
2
'
12
'
2
S
P
A
C
E
S
@
11
.
3
9
'
=
2
2
.
7
8
'
17
.
4
'
2 SPACES @
13.61' = 27.22'
20
'
26
'
3 SPACES
@
1
0
.
4
6
'
=
3
1
.
3
8
'
L L L L L L L L L L L L L L
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
L
L
L
L
L
L
L
C C
CC
CC
CC
CC
CC
ED
ED
ED
ED
B B
E
E
E
E
L
L
L
L
L
L
L
C C
C
C
C
C
C
CC
C
C
C
C
C
RT RT
RT
RT
RT
RT
RT
C
C
C
C
C
C
C
C
L
C
C
CC
C
CC
L
C
C
C
C
C
C
L
L
L
C
C
C
C
RT RT
RT RT RT
RT
RT
RT RT
RT
C
C
C
C
RT
RT RT
3'
3'
3'
RT
RT
RT
3'
C
RT
RT
RT
RT
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
L
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
7
:
3
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
L.03
JOINTING PLAN - BASE BID
R
JOINTING NOTES:
1.JOINT DESIGNATIONS SHALL APPLY TO THE LENGTH OF THE JOINT UNLESS
OTHERWISE NOTED.
2.ALL DOWELS AND DEFORMED BARS IN JOINTS SHALL BE PLACED TO ELEVATION
PRIOR TO PAVING OPERATIONS. METHODS SHALL INCLUDE, BUT ARE NOT LIMITED
TO, STAKING, CHAIRS AND/OR BASKETS.
3.JOINT SPACING AND JOINT TYPES MAY VARY IN FIELD. JOINT TYPES WILL BE
DEPENDENT OF CONTRACTORS PAVING OPERATIONS. CONTRACTOR SHALL SUBMIT
A PAVING PLAN TO THE ENGINEER PRIOR TO PAVING OPERATIONS FOR APPROVAL.
4.REFER TO IOWA SUDAS 2025 EDITION FOR JOINT TYPES AND DETAILS.
SW-514 GRATE INTAKE
BOXOUT (SEE SUDAS DETAIL)
MA
T
C
H
L
I
N
E
1
MATCH LINE 2
FEETSCALE
0 10 20
HORZ.
99
7.67'
CO
CO7 SP
A
C
E
S
@
1
2
'
=
8
4
.
0
3
'
204
+
0
0
205+00 206+00 207+00
PT
:
2
0
4
+
6
0
.
5
1
3'
9 SPACES @ 13' = 117'
8.7'9.1'
18.3'29'
9.6'9.7'9.7'
5.34'
13.1'
10.7'
6.8'17.7'
2.
4
'
11
.
8
'
12.5'
9.3'
9.1
'
10
'
26
'
10
'
26
'
10
'
26
'
12
.
9
'
11
.
6
'
26'
3'
13'3 SPACES @ 10.07' = 30.22'12'2 SPACES @
11.39' = 22.78'
17.4'
11.5'10
.
8
'
12
.
9
'
C
C
C
C
C
C
L L L L L L L
C
C C
C
C
C
C
C
C
C
C
C
EDED
EDED
B
B
EE
E E
L
L
L
L
L
C
C
C
C
C
C
C
C
C
C
C
C
RT
RT
RT
RT
RT
RT
RT
C
C
C
C
C
C
C
C
L
C
C
L
C
C
L
C
C
L
C
C
L
C
C
L
C
C
L
C
C
L
C
C
L
C
C
E E E EE
E E E E E
RT
RT
RT
RT
C
C
E E
E
RT
RT
RT
C
C
C
RT
RT
L L
C C CC
C
C
L
RT
RT
3'
RTRT
RT
3'
C
RT
RT
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
L
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
7
:
3
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
L.04
JOINTING PLAN - BASE BID
R
FEETSCALE
0 10 20
HORZ.
MA
T
C
H
L
I
N
E
2
JOINTING NOTES:
1.JOINT DESIGNATIONS SHALL APPLY TO THE LENGTH OF THE JOINT UNLESS
OTHERWISE NOTED.
2.ALL DOWELS AND DEFORMED BARS IN JOINTS SHALL BE PLACED TO ELEVATION
PRIOR TO PAVING OPERATIONS. METHODS SHALL INCLUDE, BUT ARE NOT LIMITED
TO, STAKING, CHAIRS AND/OR BASKETS.
3.JOINT SPACING AND JOINT TYPES MAY VARY IN FIELD. JOINT TYPES WILL BE
DEPENDENT OF CONTRACTORS PAVING OPERATIONS. CONTRACTOR SHALL SUBMIT
A PAVING PLAN TO THE ENGINEER PRIOR TO PAVING OPERATIONS FOR APPROVAL.
4.REFER TO IOWA SUDAS 2025 EDITION FOR JOINT TYPES AND DETAILS.
SW-514 GRATE INTAKE
BOXOUT (SEE SUDAS DETAIL)
100
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
6.
2
6
'
CO
COCO
CO
7 SP
A
C
E
S
@
1
2
'
=
8
4
.
0
6
'
201
+
0
0
104+
0
0
105+00 106+00
10
7
+
0
0
PC: 106+27.45
PT
:
1
0
4
+
3
2
.
9
3
PT: 107+17.18
5 SPACES @ 13' = 65'
7.
9
'
12'
13
'
10.6
'
6.6
'
13.
1
'
3
S
P
A
C
E
S
@
1
0
'
=
3
0
.
0
5
'
5 SPACES @ 11.6' = 58.02'
26
'
20
'
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C C
C
C
C
C
C
CC
C
C
C
C
C
C
C
C
L
L L L L L L L L L L L L L L
L
L
L
L
L
L
RT
RT
RT
RT
RT
RT
RT
E
E
E
E
C C
C C
C C
L
L
L BB
EDED
ED ED
C
C
RT
E
E
C C
C
C
L
LLL
RT
RT
C
C
C
C
C
C
RTRTRTRTRT
RT
RT
RT
RT
RT
RT
RT
RTC
C
C
C
C
C
C
C
C
C
C
RT
C
RTRT
RT
RT
RT RT
RT
3'
3'
3'
LL
LLL
L
C
L RT
RT
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
L
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
7
:
4
0
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
L.05
JOINTING PLAN - ALTERNATE BID A
R
FEETSCALE
0 10 20
HORZ.
7 SPACES @ 13' = 91'
26
'
26
'
26
'
20'
1.5'
3'
26'
26
'
86.79
'
MA
T
C
H
L
I
N
E
3
MATCH LINE 4
8'
JOINTING NOTES:
1.JOINT DESIGNATIONS SHALL APPLY TO THE LENGTH OF THE JOINT UNLESS
OTHERWISE NOTED.
2.ALL DOWELS AND DEFORMED BARS IN JOINTS SHALL BE PLACED TO ELEVATION
PRIOR TO PAVING OPERATIONS. METHODS SHALL INCLUDE, BUT ARE NOT LIMITED
TO, STAKING, CHAIRS AND/OR BASKETS.
3.JOINT SPACING AND JOINT TYPES MAY VARY IN FIELD. JOINT TYPES WILL BE
DEPENDENT OF CONTRACTORS PAVING OPERATIONS. CONTRACTOR SHALL SUBMIT
A PAVING PLAN TO THE ENGINEER PRIOR TO PAVING OPERATIONS FOR APPROVAL.
4.REFER TO IOWA SUDAS 2025 EDITION FOR JOINT TYPES AND DETAILS.
SW-514 GRATE INTAKE
BOXOUT (SEE SUDAS DETAIL)
101
6.26'
CO
CO
7 SP
A
C
E
S
@
1
2
'
=
8
4
.
0
6
'
10
6
+
0
0
107+00
108+00 109+00
PC: 106+27.45
PT
:
1
0
7
+
1
7
.
1
8
7.9'
12
'
13'
10.6
'
6.6'
13.1
'
1.
5
'
26
'
26
'
12 SPACES @ 13' = 156'
12
.
1
'
11
.
7
'
12.3'12.3'13.9'13.7'
16.83'
12.38
'
11
.
3
3
'
12
.
9
'
3 SPACES @ 10' = 30.05'
3.
8
'
3'
C C
C C
C C
C C
C C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
L
L
L
L
L
L
L
L
L
L
L
RT
RT
RT
RT
RT
RT
RT
E
EE
E
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
L L L L L L L L L L L L L L
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EDED
ED
C
C
C
C CEE E E E E E
CC C
RT RTRTRTRTRT
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EE
RT
L
RT
RT
RT
RT
C
C
C
C
RT
C
RT
RTRT
RT RT
RT
RT
RT
RT
3'
RT
RT
RT
SHEET
B
o
l
t
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&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
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i
g
h
t
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e
s
e
r
v
e
d
c H:
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A
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S
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2
4
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1
3
6
2
8
6
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0
0
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D
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1
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1
0
/
2
0
2
5
5
:
2
7
:
4
2
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
L.06
JOINTING PLAN - ALTERNATE BID A
R
FEETSCALE
0 10 20
HORZ.
3'
8'
1.
5
'
1.25'
11.9'12.7'
MA
T
C
H
L
I
N
E
4
26
'
12
.
6
'
JOINTING NOTES:
1.JOINT DESIGNATIONS SHALL APPLY TO THE LENGTH OF THE JOINT UNLESS
OTHERWISE NOTED.
2.ALL DOWELS AND DEFORMED BARS IN JOINTS SHALL BE PLACED TO ELEVATION
PRIOR TO PAVING OPERATIONS. METHODS SHALL INCLUDE, BUT ARE NOT LIMITED
TO, STAKING, CHAIRS AND/OR BASKETS.
3.JOINT SPACING AND JOINT TYPES MAY VARY IN FIELD. JOINT TYPES WILL BE
DEPENDENT OF CONTRACTORS PAVING OPERATIONS. CONTRACTOR SHALL SUBMIT
A PAVING PLAN TO THE ENGINEER PRIOR TO PAVING OPERATIONS FOR APPROVAL.
4.REFER TO IOWA SUDAS 2025 EDITION FOR JOINT TYPES AND DETAILS.
SW-514 GRATE INTAKE
BOXOUT (SEE SUDAS DETAIL)
102
900
905
910
915
920
925
930
935
940
900
905
910
915
920
925
930
935
940
92
0
.
1
92
0
.
2
92
0
.
5
92
1
.
1
92
1
.
5
91
9
.
5
91
8
.
8
92
0
.
1
0
92
0
.
2
0
92
0
.
4
7
92
1
.
1
5
92
1
.
5
0
91
9
.
4
8
91
8
.
8
1
I=915.50 8" PVC NW
205+13.69, 35.80' LT
R=918.05
IN - EX 8
I=914.50 8" PVC SE
I=914.42 15" RCP NE
I=914.35 15" RCP SW
205+16.62, 69.62' RT
R=920.21
MH - EX 1
I=914.91 8" PVC SE
I=914.94 8" PVC NW
SW-501
STA 205+14.94, 8.02' RT
FG=920.81
IN - EX 3
I=915.12 8" PVC SE
I=915.10 8" PVC NW
SW-501
STA 205+14.30, 13.32' LT
FG=920.82
IN - EX 4
62'
EX 8" PVC
@ 0.71%
17'
EX 8" PVC
@ 1.09%
21'
EX 8" PVC
@ 1.81%
>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
IN - EX 6
MH - EX 1 IN - EX 3 IN - EX 4 IN - EX 8
204+
0
0
20
5
+
0
0
20
6
+
0
0
PT: 204+60.51
>>
E E
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E
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A
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F-D-WINDSTRE
A
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F-D-WINDSTRE
A
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C-
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C-
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L
U
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N
C-D
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L
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N
C-
D
-
L
U
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E
N
C-D
-
L
U
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E
N
C-
D
-
L
U
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C-D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
G-DG-DG-D
G-
D
V
VC
920
92
0
92
0
920
920
919
919
92
1
92
1
92
1
921
921
920
920
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92
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G-
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G-
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G-
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G-
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G-D
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A
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W
I
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S
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R
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A
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F-
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-
W
I
N
D
S
T
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A
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F-
D
-
W
I
N
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S
T
R
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A
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F-
D
-
W
I
N
D
S
T
R
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A
M
F-D-WINDSTRE
A
M
F-D-WINDSTRE
A
M
F-D-WINDSTRE
A
M F-D-WINDSTREAM
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
G-DG-DG-D
G-
D
V
VC
>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
204+
0
0
20
5
+
0
0
20
6
+
0
0
PT: 204+60.51
>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
IN - EX 6
MH - EX 1 IN - EX 4 IN - EX 8IN - PR 2
922
92
1
92
1
92
1
92
2
92
2
922
922
922
92
0
920
921
92
1
920
919
92
1
92
1
92
1
921
92
0
920
919
92
1
92
1
92
1
921
920
919
921
920
92
1
900
905
910
915
920
925
930
935
940
900
905
910
915
920
925
930
935
940
92
0
.
1
92
0
.
2
92
0
.
5
92
1
.
1
92
1
.
5
91
9
.
5
91
8
.
8
92
1
.
2
1
92
1
.
4
2
I=915.50 8" PVC NW
205+13.69, 35.80' LT
R=918.05
IN - EX 8
I=914.50 8" PVC SE
I=914.42 15" RCP NE
I=914.35 15" RCP SW
205+16.62, 69.62' RT
R=920.21
MH - EX 1
I=915.12 8" PVC SE
I=918.25 6" PVC S
I=918.25 6" PVC NE
I=915.10 8" PVC NW
SW-501
SW-603 TYPE S CASTING
STA 205+14.30, 13.00' LT
FG=921.24
IN - EX 4
57'
EX 8" PVC
@ 0.71%
17'
EX 8" PVC
@ 1.12%
21'
EX 8" PVC
@ 1.78%
I=914.90 8" SE
I=918.00 6" N
I=918.00 6" SW
I=914.90 8" NW
SW-501
SW-603 TYPE S CASTING
STA 205+15.08, 13.00' RT
FG=921.23
IN - PR 2
7'
8" PVC
@ 0.15%
INSTALL SUDAS SW-211
PC-2 CONCRETE COLLAR
(INCIDENTAL TO STORM
SEWER PIPE BID ITEMS)
NOTE: IN - EX 4 IS TO REMAIN.
THE FORM GRADE ELEVATION
SHALL BE RAISED BY 0.42'. A NEW
CASTING IS REQUIRED. FOR
CLARITY IT IS BEING SHOWN AS A
NEW STRUCTURE.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
M
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
8
:
0
7
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
R
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.M.01
STORM SEWER PLAN & PROFILE - BASE BID
R
STRUCTURE TO BE MODIFIED
(SEE RIGHT SIDE THIS SHEET)
USE REMAINDER OF
STRUCTURE AS CONSTRUCTED
STRUCTURE TO
BE REMOVEDUSE STRUCTURE
AS CONSTRUCTED
USE STRUCTURE
AS CONSTRUCTED
EXISTING STORM SEWER PLAN VIEW (ABOVE)
EXISTING STORM SEWER PROFILE VIEW (BELOW)
PROPOSED STORM SEWER PLAN VIEW (ABOVE)
PROPOSED STORM SEWER PROFILE VIEW (BELOW)
103
895
900
905
910
915
920
925
930
935
940
895
900
905
910
915
920
925
930
935
940
92
0
.
6
92
1
.
8
92
0
.
7
92
0
.
2
92
0
.
1
92
0
.
0
91
9
.
8
91
9
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5
91
9
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5
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5
91
9
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3
91
9
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92
0
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1
92
0
.
2
92
0
.
5
92
0
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92
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2
92
1
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4
92
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5
92
1
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5
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2
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4
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5
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1
.
7
4
I=913.80 15" RCP NE
I=914.61 15" RCP SE
I=913.75 18" RCP W
206+56.56, 119.51' RT
R=919.32
IN - EX 6
I=912.78 18" RCP E
I=913.18 12" HDPE NW
I=913.48 8" PVC SE
I=912.74 18" RCP W
108+69.68, 30.31' RT
R=919.40
IN - EX 5
I=914.50 8" PVC SE
I=914.42 15" RCP NE
I=914.35 15" RCP SW
205+16.62, 69.62' RT
R=920.21
MH - EX 1
I=915.43 15" SW
SW-511
SW-604 TYPE 6 CASTING
STA 204+15.38, 63.23' LT
FG=918.11
IN - PR 3
194'
EX 18" RCP
@ 0.50%
146'
EX 18" RCP
@ 1.19%
149'
EX 15" RCP
@ 0.37%
151'
EX 15" RCP
@ 0.61%
20'
15" RCP
@ 0.51%
INSTALL SUDAS SW-211 PC-2 CONCRETE COLLAR
(INCIDENTAL TO STORM SEWER PIPE BID ITEMS)
6" STM
INV = 918.34
6" STM
INV = 918.796" STM
INV = 918.78
6" STM
INV = 918.36
E
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G-
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G-
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U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-D-
L
U
M
E
N
C
G-D
F-D
-
W
I
N
D
S
T
R
E
A
M
F-D
-
W
I
N
D
S
T
R
E
A
M
F-D
-
W
I
N
D
S
T
R
E
A
M
F-D
-
W
I
N
D
S
T
R
E
A
M
F-D
-
W
I
N
D
S
T
R
E
A
M
F-D
-
W
I
N
D
S
T
R
E
A
M
F-D
-
W
I
N
D
S
T
R
E
A
M
F-D-WIN
D
S
T
R
E
A
M
F-D-WIN
D
S
T
R
E
A
M
F-D-WI
N
D
S
T
R
E
A
M
F-D-WIN
D
S
T
R
E
A
M
F-D-WIN
D
S
T
R
E
A
M
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-D-
L
U
M
E
N
C-D-
L
U
M
E
N
C-D-
L
U
M
E
N
C-D-
L
U
M
E
N
C-D-LUMEN
F-
D
-
M
E
T
R
O
N
E
T
F-
D
-
M
E
T
R
O
N
E
T
F-D-METRONE
T
F-D-METRONE
T
F-D-METRONET
F-D-METRONE
T
F-D-METRONE
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
F-D
-
M
E
T
R
O
N
E
T
G-D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
V
C
V
V
V
V
V
V
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
20
3
+
0
0
20
4
+
0
0
205+00
206+00
PC: 203
+
7
0
.
2
3
PT
:
2
0
4
+
6
0
.
5
1
10
9
+
0
0
11
0
+
0
0
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>
>>>>>>>>>>>>>>>>>>>>>>>>>>>>
>>>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>
CO
CO
CO
IN - EX 5
IN - EX 6
IN - EX 9
MH - EX 1
IN - EX 4
IN - EX 8
IN - PR 3
IN - EX 11
IN - PR 2
920
921
92
1
921
921
92
2
921
921
922922
922
92
2
92
2
920
92
0
92
1
921
920
919
921
921921
921
920
92
0
91
9
921
921
921
92
1
920
921
920
920
921
92
1
921
92
2
92
2
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
M
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
8
:
0
9
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
R
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.M.02
STORM SEWER PLAN & PROFILE - BASE BID
USE STRUCTURE AS
CONSTRUCTED
USE STRUCTURE AS
CONSTRUCTED
USE STRUCTURE AS
CONSTRUCTED
104
900
905
910
915
920
925
930
935
940
900
905
910
915
920
925
930
935
940
92
2
.
3
92
1
.
1
92
2
.
1
92
1
.
5
92
1
.
1
92
1
.
0
92
2
.
2
9
92
1
.
1
5
92
2
.
1
4
92
1
.
4
7
92
1
.
1
4
92
0
.
9
6
I=914.57 12" PVC NE
I=914.81 12" HDPE NW
I=914.46 12" HDPE SE
SW-501
STA 107+40.86, 18.39' RT
FG=920.68
IN - EX 1
I=915.19 12" PVC SW
SW-501
STA 107+39.84, 6.64' LT
FG=920.86
IN - EX 2
21'
EX 12" PVC
@ 2.94%
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
IN - EX 1 IN - EX 2
IN - EX 5
106+00
10
7
+
0
0
10
8
+
0
0
PC
:
1
0
6
+
2
7
.
4
5
PT: 107+17.18
X
X
X
l
l
l
l
l
l
llllllll
l
l
l
l
l
l
l
l
l
l
>>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-D-ICS C-D-ICS C-D-ICS
C-D-LUMEN C-D-LUMEN C-D-LUMEN
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
E
E
G-D G-D G-D G-D
>
>
>
>
>
>
C-D-LUM
E
N
F-
D
-
M
E
T
R
O
N
E
T
F-D-METRONET F-D-METRONET F-D-METRONET F-D-METRONETV
C
V
M
921
922
92
2
922
92
1
922
92
1
921
921
X
X
X
l
l
l
l
l
l
llllllll
l
l
l
l
l
l
l
l
l
l
>>>>>>>
>
>
>
>
>
>
>
>
>
>
>
>>>>>>>>>>>>>>>>
>>
>>
>>
>>
>>
>>
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-D
G-D
G-D
G-D
G-D
G-D
G-D
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-
D
-
I
C
S
C-D-ICS C-D-ICS C-D-ICS
C-D-LUMEN C-D-LUMEN C-D-LUMEN
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
C-
D
-
L
U
M
E
N
E
E
G-D G-D G-D G-D
>
>
>
>
>
>
C-D-LUM
E
N
F-
D
-
M
E
T
R
O
N
E
T
F-D-METRONET F-D-METRONET F-D-METRONET F-D-METRONETV
C
V
M
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
106+00
10
7
+
0
0
10
8
+
0
0
PC
:
1
0
6
+
2
7
.
4
5
PT: 107+17.18
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>
>>
>>
>>
>>
>>
IN - EX 1
IN - EX 5
IN - PR 1
>>>>>>>>
>>>>>>>>>>
920
921
921
92
1
922
922
92
1
92
1
92
1
921
92
2
922
923
921
921921
900
905
910
915
920
925
930
935
940
900
905
910
915
920
925
930
935
940
92
2
.
3
92
1
.
1
92
2
.
1
92
1
.
5
92
1
.
1
92
1
.
0
92
0
.
9
2
92
1
.
7
5
I=914.57 12" PVC NE
I=914.81 12" HDPE NW
I=918.10 6" PVC SE
I=918.10 6" PVC NW
I=914.46 12" HDPE SE
SW-501
SW-603 TYPE S CASTING
STA 107+41.04, 18.00' RT
FG=920.69
IN - EX 1
21'
EX 12" PVC
@ 3.00%
I=918.00 6" PVC SE
I=918.00 6" PVC N
I=915.44 12" PVC SW
SW-501
SW-603 TYPE S CASTING
STA 107+39.58, 13.00' LT
FG=920.79
IN - PR 1
8'
12" PVC
@ 2.99%
INSTALL SUDAS SW-211 PC-2 CONCRETE COLLAR
(INCIDENTAL TO STORM SEWER PIPE BID ITEMS)
NOTE: IN - EX 1 IS TO REMAIN. THE
FORM GRADE ELEVATION WILL BE
ADJUSTED SLIGHTLY. A NEW CASTING
IS REQUIRED. FOR CLARITY IT IS BEING
SHOWN AS A NEW STRUCTURE.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
M
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
8
:
1
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
R
FEETSCALE
0 25 50
HORZ.
FEETSCALE
0 5 10
VERT.M.03
STORM SEWER PLAN & PROFILE - ALTERNATE BID A
R
STRUCTURE TO BE MODIFIED
(SEE RIGHT SIDE THIS SHEET)
USE REMAINDER OF
STRUCTURE AS CONSTRUCTED
STRUCTURE TO
BE REMOVED
EXISTING STORM SEWER PLAN VIEW (ABOVE)
EXISTING STORM SEWER PROFILE VIEW (BELOW)
PROPOSED STORM SEWER PLAN VIEW (ABOVE)
PROPOSED STORM SEWER PROFILE VIEW (BELOW)
105
>>
>>
>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>>>>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
CO
CO
CO
CO
CO
CO
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>
>>
>>>>CO
CO
CO
CO
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CV
V
C
V
C
V
VC
V
V
V
V
V
M
CO>>>>>>>>
>>>>>>>>
I=920.50 6" S
103+50.35, 15.13' LT
R=923.96
C.O.
I=920.50 6" S
103+50.36, 15.13' RT
R=924.03
C.O.
200+0
0
201+0
0
202+0
0
203+0
0
204
+
0
0
20
5
+
0
0
20
6
+
0
0
20
7
+
0
0
BP
:
2
0
0
+
0
0
.
0
0
PC
:
2
0
3
+
7
0
.
2
3
PT: 20
4
+
6
0
.
5
1
10
4
+
0
0
105+
0
0
106+
0
0
10
7
+
0
0
108
+
0
0
109
+
0
0
PC: 103+70.12
PT:
1
0
4
+
3
2
.
9
3
PC:
1
0
6
+
2
7
.
4
5
PT: 1
0
7
+
1
7
.
1
8
6"
P
V
C
@
0
.
4
9
%
6" PVC @ 0.
4
9
%
6"
P
V
C
@
0
.
2
0
%
6"
P
V
C
@
0
.
5
9
%
6"
P
V
C
@
0
.
6
1
%
6"
P
V
C
@
0
.
4
9
%
6"
P
V
C
@
0
.
5
3
%
6" PV
C
@
0
.
5
3
%
6" PV
C
@
0
.
4
9
%
6"
P
V
C
@
0
.
5
3
%
6"
P
V
C
@
0
.
2
5
%
BASE BID ENDS
ALTERNATE A BEGINS
6" PVC @ 0.
4
9
%
6" PVC @ 0.
4
9
%
6" PVC @ 0.
4
9
%
6" PVC @ 0.
4
9
%
6" PVC @ 0.
4
9
%
I=919.00 6" NW
109+32.77, 16.51' RT
R=922.47
C.O.
I=918.50 6" W
109+39.12, 23.10' LT
R=922.04
C.O.
I=918.42 6" N
206+84.43, 17.05' LT
R=922.00
C.O.
I=918.31 6" NE
206+69.16, 14.50' RT
R=921.81
C.O.
I=919.88 6" SW
104+73.00, 14.50' RT
R=923.07
C.O.
I=919.40 6" SW
104+73.00, 14.50' LT
R=922.94
C.O.
I=919.89 6" NW
I=919.89 6" NE
104+67.00, 14.50' LT
R=923.00
C.O.
I=920.03 6" NE
I=920.03 6" SE
104+67.00, 14.50' RT
R=923.12
C.O.
REFER TO STORM SEWER
PLAN & PROFILE SHEETS
FOR INVERTS
REFER TO STORM SEWER
PLAN & PROFILE SHEETS
FOR INVERTS REFER TO STORM SEWER
PLAN & PROFILE SHEETS
FOR INVERTS
REFER TO STORM SEWER
PLAN & PROFILE SHEETS
FOR INVERTS
921
921
923
923
922
922
922
922
922
92
1
92
1
92
0
921922
922
922
922
919
921
922
923
923
921
922
922
922
923
92
3
923
921
92
1
920
920
92
0
92
1
921
921
92
2
922922
920
921
921
921
922
920
920
92
0
919
919
919
921
921
92
1
92
0
92
1
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
6"
P
V
C
@
0
.
1
0
%
>>
>>
>>
>>
>>
>>
6"
P
V
C
@
0
.
5
2
%
92
0
91
9
92
1
92
1
92
192
1
92
1
921
92
1
922
CONTRACTOR SHALL LOCATE ALL UTILITIES AND
COORDINATE THE LOCATION OF SUBDRAIN
WITH THE ENGINEER ON-SITE. NOTE THAT
SUDAS 4040, CASE C MAY BE UTILIZED AS
SHOWN IF UTILITY CONFLICTS EXIST.
CONTRACTOR SHALL LOCATE ALL UTILITIES AND
COORDINATE THE LOCATION OF SUBDRAIN
WITH THE ENGINEER ON-SITE. NOTE THAT
SUDAS 4040, CASE C MAY BE UTILIZED AS
SHOWN IF UTILITY CONFLICTS EXIST.
CONTRACTOR SHALL LOCATE ALL UTILITIES AND
COORDINATE THE LOCATION OF SUBDRAIN
WITH THE ENGINEER ON-SITE. NOTE THAT
SUDAS 4040, CASE C MAY BE UTILIZED AS
SHOWN IF UTILITY CONFLICTS EXIST.
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
M
.
0
2
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
8
:
3
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
FEETSCALE
0 25 50
HORZ.M.04
SUBDRAIN PLAN
R
106
201+50
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932 201+75
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932 202+00
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932
13
.
0
92
3
.
2
-1
3
.
0
92
3
.
2
2.00%2.00%
202+25
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932
13
.
0
92
3
.
1
-1
3
.
0
92
3
.
1
2.00%2.00%
202+50
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932
13
.
0
92
3
.
0
-1
3
.
0
92
3
.
0
2.00%2.00%
202+75
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932
13
.
0
92
2
.
8
-1
3
.
0
92
2
.
8
2.00%2.00%
203+00
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
13
.
0
92
2
.
7
-1
3
.
0
92
2
.
7
2.00%2.00%
203+25
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
13
.
0
92
2
.
6
-1
3
.
0
92
2
.
6
2.00%2.00%
203+50
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
13
.
0
92
2
.
5
-1
3
.
0
92
2
.
5
2.00%2.00%
203+75
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
15
.
9
92
2
.
3
-1
3
.
0
92
2
.
4
2.00%2.00%
204+00
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
18
.
9
92
2
.
1
-1
3
.
0
92
2
.
3
2.00%2.00%
204+25
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
19
.
2
92
2
.
0
-1
3
.
0
92
2
.
1
2.00%2.00%
204+50
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
16
.
9
92
2
.
0
-1
3
.
0
92
2
.
0
2.00%2.00%
204+75
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
13
.
0
92
1
.
9
-1
3
.
0
92
1
.
6
2.00%2.00%
205+00
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
-1
3
.
0
92
1
.
8
13
.
0
92
1
.
8
2.00%2.00%
-30 -20 -10 CL +10 +20 +30
92
3
.
2
92
3
.
2
4
-30 -20 -10 CL +10 +20 +30
92
3
.
0
92
3
.
1
3
-30 -20 -10 CL +10 +20 +30
92
2
.
9
92
2
.
9
3
-30 -20 -10 CL +10 +20 +30
92
2
.
8
92
2
.
8
2
-30 -20 -10 CL +10 +20 +30
92
2
.
7
92
2
.
7
0
-30 -20 -10 CL +10 +20 +30
92
2
.
5
92
2
.
5
9
-30 -20 -10 CL +10 +20 +30
92
2
.
4
92
2
.
4
7
-30 -20 -10 CL +10 +20 +30
92
2
.
2
92
2
.
3
6
-30 -20 -10 CL +10 +20 +30
92
2
.
0
92
2
.
2
4
-30 -20 -10 CL +10 +20 +30
92
2
.
0
92
2
.
1
3
-30 -20 -10 CL +10 +20 +30
92
1
.
8
92
2
.
0
1
-30 -20 -10 CL +10 +20 +30
92
1
.
6
92
1
.
9
0
-30 -20 -10 CL +10 +20 +30
92
1
.
5
92
1
.
7
8
-30 -20 -10 CL +10 +20 +30
92
1
.
5
92
1
.
6
7
-30 -20 -10 CL +10 +20 +30
92
1
.
4
92
1
.
5
5
0.98%0.77%1.32%1.37%
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
W
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
8
:
4
3
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
W.01
CROSS SECTIONS 107
205+25
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
-1
3
.
0
92
1
.
8
13
.
0
92
1
.
8
2.00%2.00%
205+50
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
-1
3
.
0
92
1
.
9
13
.
0
92
1
.
9
2.00%2.00%
205+75
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
-1
3
.
0
92
1
.
7
13
.
0
92
2
.
0
2.00%2.00%
206+00
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
-1
3
.
0
92
2
.
2
13
.
0
92
1
.
8
2.00%2.00%
206+25
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
-1
3
.
0
92
1
.
8
13
.
0
92
1
.
8
2.00%2.00%
206+50
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
-1
3
.
0
92
1
.
7
13
.
0
92
2
.
0
2.00%2.00%
-30 -20 -10 CL +10 +20 +30
92
1
.
3
92
1
.
5
3
-30 -20 -10 CL +10 +20 +30
92
1
.
4
92
1
.
6
6
-30 -20 -10 CL +10 +20 +30
92
1
.
5
92
1
.
7
9
-30 -20 -10 CL +10 +20 +30
92
1
.
7
92
1
.
9
2
-30 -20 -10 CL +10 +20 +30
92
1
.
7
92
1
.
9
2
-30 -20 -10 CL +10 +20 +30
92
1
.
8
92
1
.
7
9
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
W
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
8
:
4
4
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
W.02
CROSS SECTIONS 108
101+75
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
-1
3
.
0
92
0
.
9
13
.
0
92
0
.
6
2.00%2.00%
102+00
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
-1
3
.
0
92
2
.
3
13
.
0
92
2
.
0
2.00%2.00%
102+25
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932
-1
3
.
0
92
3
.
2
13
.
0
92
3
.
2
2.00%2.00%
102+50
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932
-1
3
.
0
92
3
.
6
13
.
0
92
3
.
6
2.00%2.00%
102+75
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932
-1
3
.
0
92
3
.
7
13
.
0
92
3
.
7
2.00%2.00%
103+00
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932
-1
3
.
0
92
3
.
8
13
.
0
92
3
.
8
2.00%2.00%
103+25
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932
-1
3
.
0
92
3
.
9
13
.
0
92
3
.
9
2.00%2.00%
103+50
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932 103+75
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932
104+00
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932 104+25
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932 104+50
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932
104+75
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932
13
.
0
92
3
.
0
-1
3
.
0
92
3
.
0
2.00%2.00%
105+00
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932
13
.
0
92
2
.
9
-1
3
.
0
92
2
.
9
2.00%2.00%
105+25
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932
13
.
0
92
2
.
7
-1
3
.
0
92
2
.
7
2.00%2.00%
-30 -20 -10 CL +10 +20 +30
92
1
.
5
92
0
.
6
8
-30 -20 -10 CL +10 +20 +30
92
3
.
2
92
2
.
0
6
-30 -20 -10 CL +10 +20 +30
92
3
.
4
92
2
.
9
4
-30 -20 -10 CL +10 +20 +30
92
3
.
5
92
3
.
3
1
-30 -20 -10 CL +10 +20 +30
92
3
.
6
92
3
.
4
4
-30 -20 -10 CL +10 +20 +30
92
3
.
6
92
3
.
5
6
-30 -20 -10 CL +10 +20 +30
92
3
.
5
92
3
.
6
9
-30 -20 -10 CL +10 +20 +30
92
3
.
6
92
3
.
8
1
-30 -20 -10 CL +10 +20 +30
92
3
.
5
92
3
.
6
0
-30 -20 -10 CL +10 +20 +30
92
3
.
2
92
3
.
1
9
-30 -20 -10 CL +10 +20 +30
92
3
.
1
92
3
.
0
5
-30 -20 -10 CL +10 +20 +30
92
2
.
9
92
2
.
9
5
-30 -20 -10 CL +10 +20 +30
92
2
.
8
92
2
.
7
9
-30 -20 -10 CL +10 +20 +30
92
2
.
7
92
2
.
6
3
-30 -20 -10 CL +10 +20 +30
92
2
.
6
92
2
.
4
6
1.98%1.98%
1.19%1.19%0.86%1.44%
1.72%1.61%
1.78%1.84%
SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
R
i
g
h
t
s
R
e
s
e
r
v
e
d
c H:
\
A
M
E
S
\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
1
3
6
2
8
6
W
0
1
.
d
w
g
3/
1
0
/
2
0
2
5
5
:
2
8
:
4
5
P
M
DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
W.03
CROSS SECTIONS 109
105+50
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932
13
.
0
92
2
.
5
-1
3
.
0
92
2
.
5
2.00%2.00%
105+75
918
920
922
924
926
928
930
932
918
920
922
924
926
928
930
932
13
.
0
92
2
.
4
-1
3
.
0
92
2
.
4
2.00%2.00%
106+00
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
13
.
0
92
2
.
2
-1
3
.
0
92
2
.
2
2.00%2.00%
106+25
916
918
920
922
924
926
928
930
916
918
920
922
924
926
928
930
13
.
0
92
2
.
0
-1
4
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DESIGNED
DRAWN
CHECKED
CLIENT PROJ. NO.
ISSUED FOR DATENO.AMES MUNICIPAL AIRPORT
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
24X.136286.000
1519 BALTIMORE DRIVE
AMES, IA 50010
Phone: (515) 233-6100
Email: Ames@bolton-menk.com
www.bolton-menk.comR
W.04
CROSS SECTIONS 110
2024/25 AIRPORT ENTRYWAY
IMPROVEMENTS
City of Ames Project No.
385-7080-439
Bolton & Menk, Inc. Project No.
24X.136286.000
Public Works Department
Traffic Division
515 Clark Avenue
City of Ames, Iowa
111
112
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
Last Revision: 3/14/25 Page 1 of 76 City of Ames, Engineering Division
515 Clark Avenue, Ames, IA 50010-0811
Contract Documents for the Construction
of
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
TABLE OF CONTENTS
Category I - Bidding Information and Contract Forms
Notice To Bidders
Instructions to Bidders
Proposal Form
Estimate Reference Information
Form of Contract
Form of Performance and Payment Bond
Form of Bid Bond
Bidder Status Form
Special Conditions - Affirmative Action Compliance
Appendix A – Standard Title VI Assurances
Category II - General Requirements
General Notes for Construction
Special Provisions
Category III - Detailed Specifications
Traffic Control
City of Ames Supplemental Specifications to the Iowa Statewide Urban Design and Specifications
(SUDAS)
All work and materials on this project shall conform to the Iowa Statewide Urban Design and
Specifications (SUDAS), current edition, and the City of Ames Supplemental Specifications to SUDAS,
current edition, or National Society of Professional Engineers Standard General Conditions of the
Construction Contract, unless otherwise noted on the plans or in the contract documents.
I hereby certify that this engineering document was prepared by me or under
my direct personal supervision and that I am a duly licensed Professional
Engineer under the laws of the State of Iowa.
Date:
Joseph P. Roenfeldt, P.E.
License No. 21134
My renewal date is December 31, 2025
Pages or sheets covered by this seal:
ALL PAGES
03/14/2024
113
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
Last Revision: 3/14/25 Page 2 of 76 City of Ames, Engineering Division
515 Clark Avenue, Ames, IA 50010-0811
BLANK PAGE
114
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
Last Revision: 3/14/25 Page 3 of 76 City of Ames, Engineering Division
515 Clark Avenue, Ames, IA 50010-0811
NOTICE TO BIDDERS
City of Ames, Iowa
Public Improvement Project for the Public Works Department
Notice is hereby given that sealed bids for the 2024/25 Airport Entryway Improvements, shall be filed in
the office of the City Clerk of the City of Ames, Iowa, prior to 2:00 PM local time on Wednesday, April 16,
2025 for work in accordance with the plans and specifications now on file in the office of the City Clerk. Bids
will be publicly opened and read aloud at the above time in Room 235, City Hall, 515 Clark Avenue, Ames,
Iowa.
The city manager shall announce the results of the bidding, together with recommendations thereon, to the
City Council at its meeting to be held at 6:00 PM local time on Tuesday, April 22, 2025 in the Council
Chambers in City Hall, 515 Clark Avenue, Ames, Iowa, at which time and place the City Council will hear
objections to the proposed plans, specifications, and form of contract for said 2024/25 Airport Entryway
Improvements.
The plans and specifications are now on file in the office of the City Clerk. Copies thereof may be obtained
at the office of the Public Works Department. One set of bidding documents for the above project is
available without charge to prospective bidders, i.e. qualified general contractors. A $25.00 fee will apply to
additional sets and to bidding documents requested by other than prospective bidders as defined herein. The
City of Ames Public Works Department is the only authorized source of bidding documents and proposal
forms. Bidding documents and proposal forms obtained from any other source may have an incomplete set
of documents. Bidders using bidding documents and/or proposal forms not obtained from the City of Ames
Public Works Department are advised to contact the City of Ames Public Works Department to provide a
contact name, mailing address, and phone number to enable receipt of necessary addenda. Reproduction
of these documents without the express permission of the City of Ames is prohibited.
The general nature of the work on which bids are requested is: Entrance Road Paving Improvements
to include pavement removal, 7” PCC Pavement for Entrance Road, 6” PCC Paving for Driveway
Accesses, Subdrains, Storm Sewer Intakes and miscellaneous related work and appurtenances in
accordance with the contract documents.
All bids shall be submitted to said City Clerk on or before the time set herein for the bid opening. Bids shall
be made on the Proposal Form furnished by the City of Ames, in a sealed and plainly marked envelope
indicating it is a bid in response to this notice.
Each bidder shall accompany its bid with bid security as defined in Code of Iowa Section 26.8 and as
specified in the Instructions to Bidders.
The City of Ames reserves the right to defer acceptance of any bid for a period not to exceed thirty (30) days
after receipt of bids, and no bid may be withdrawn during this period.
Each successful bidder shall be required to furnish a corporate surety bond in an amount equal to one
hundred percent (100%) of its contract price. Said bond is to be issued by a responsible surety approved by
the City Council, shall guarantee the faithful performance of the contract and the terms and conditions
therein contained, shall guarantee the prompt payment of all material and labor, protect and save harmless
the City from claims and damages of any kind caused by the operations of the contract , and shall guarantee
the maintenance of the improvement in good repair for a period of two (2) years from and after completion
and acceptance by the City. The guaranteed maintenance period shall be four (4) years for new paving.
115
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
Last Revision: 3/14/25 Page 4 of 76 City of Ames, Engineering Division
515 Clark Avenue, Ames, IA 50010-0811
Work shall commence as soon as possible after the award and approval of the contract and performance
bond. The contractor shall have the choice to complete work within the calendar year 2025 or 2026. Once
work commences it shall be actively constructed until it is completed. If the contractor elects to work in the
calendar year 2025, work shall be completed no later than the designated contract completion date of August
1, 2025. If the contractor elects to work in the calendar year 2026, work shall be completed no later than the
designated contract completion date of August 7, 2026. Should the contractor fail to complete the work by
this specified date, liquidated damages of $1,000 per calendar day will be assessed.
The airport has a fly in breakfast scheduled for Saturday June 7, 2025. A subsequent even t is planned at a
similar time for the calendar year 2026, the date of the event is yet to be determined. For this event, the
airport will need complete access in and out of the airport, along with access /availability of the interior
granular parking areas between the existing entrance road area. The contractor shall be responsible for
providing a safe construction site, preparation of the construction site for large gathering of people, providing
any temporary granular surfacing needed, fencing off any stored materials and parking all equipment in the
designated storage area. Depending on the contractors’ operations and progression of work, additional
barricades, signage, or snow fencing may be required to delineate the access route, separate construction
and deter vehicles from driving into an active airfield operations area.
The contractor shall not include sales or use taxes in the bid. Pursuant to the Iowa Code and Iowa
Administrative Code, the contractor will be authorized to purchase building materials that will be
incorporated into real property on this project tax-free. Iowa Construction Sales Tax Exemption
Certificates will be issued by the City, which will authorize suppliers of building materials to sell
materials exempt from Iowa sales tax and any applicable local option sales tax and school
infrastructure local option sales tax to the entity listed on the certificate. Upon award of the contract,
the successful contractor will be required to provide their project information, and information for
each subcontractor and supplier requiring exemption certificates.
The City does hereby reserve the right to reject any or all bids, to waive informalities, and to enter into such
contract, or contracts, as it shall deem to be in the best interest of the City.
By virtue of statutory authority, preference will be given to products and provision s grown, and coal
produced, within the State of Iowa, and to Iowa labor, to the extent lawfully required under Iowa statutes.
The City of Ames, Iowa, in accordance with Title VI of the Civil Rights Act of 1964, 78 Stat. 252, 42 U.S.C.
2000d 4 and Title 49, Code of Federal Regulations, Department of Transportation, Subtitle A, Office of
Secretary, Part 21, Nondiscrimination in Federally assisted programs of the Department of Transportation
issued pursuant to such Act, hereby notifies all bidders that it will affirmatively insure that in any contract
entered into pursuant to this advertisement, minority business enterprises will be afforded full opportunity to
submit bids in response to this invitation and will not be discriminated against on the grounds of race, color,
national origin, sex, age, or disability in consideration for an award.
This notice is given by order of the City Council of the City of Ames, Iowa.
John Haila, Mayor
Renee Hall, City Clerk
116
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
Last Revision: 3/14/25 Page 5 of 76 City of Ames, Engineering Division
515 Clark Avenue, Ames, IA 50010-0811
INSTRUCTIONS TO BIDDERS
1. STANDARD SPECIFICATIONS
1.1 The Iowa Statewide Urban Design and Specifications (SUDAS), current edition,
shall be modified by the any current supplemental specifications applicable in the
City of Ames.
2. BIDDING DOCUMENTS
2.1 Complete sets of bidding documents may be obtained from the issuing office(s) as
stated in the Notice of Public Hearing and to Bidders. Bidding documents obtained
from any other source may be incomplete.
2.2 Complete sets of bidding documents shall be used in preparing bids. Prospective
bidders assume full responsibility for errors or misinterpretations resulting from the
use of incomplete sets of bidding documents. Neither the City of Ames, nor any
other authorized issuer of bidding documents, shall be responsible for errors,
omissions, or misinterpretations resulting from the use of incomplete sets of bidding
documents.
3. BIDDERS KNOWLEDGE
3.1 Examination of Bidding Documents: It is the responsibility of each bidder, before
submitting a bid, to examine the complete bidding documents, other related data
identified in the bidding documents, and any addenda, and to make sure that the
requirements are fully understood.
3.2 Examination of Site: It is the responsibility of each bidder, before submitting a bid,
to visit the site and satisfy himself by actual examination of the site as to the
general, local, and other site conditions that may affect the cost, progress,
performance, and all other conditions that may affect the performance of the
contract. Bidders shall document site visits with the engineer or owner’s
representative if called for in the bidding documents.
3.3 Each bidder shall carefully examine all reports, drawings, tests, and other data of
conditions at or contiguous to the site, of physical conditions in or relating to existing
surface or subsurface structures at or contiguous to the site, and environmental
conditions at or contiguous to the site.
3.4 It is the responsibility of each bidder to obtain and carefully examine all additional or
supplementary reports, drawings, investigations, explorations, tests, studies, and
other data concerning conditions at or contiguous to the site which may affect cost,
progress, or performance of the work or which relate to any aspect of the means,
methods, techniques, sequences, and procedures of construction to be employed
by the bidder, including applying any specific means, methods, techniques,
sequences, and procedures of construction expressly required by the bidding
documents and safety precautions and programs incidental thereto.
3.5. By submitting a bid, each bidder agrees that at the time of submitting his bid, no
further examinations, investigations, explorations, tests, studies, or data are
necessary for the determination of their bid for performance of the work at the bid
prices and within the times and in accordance with all other terms and conditions of
the bidding documents.
117
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
Last Revision: 3/14/25 Page 6 of 76 City of Ames, Engineering Division
515 Clark Avenue, Ames, IA 50010-0811
3.6 It is the responsibility of each bidder to correlate the information known to the bidder
and information and observations obtained from site visits, reports, drawings,
investigations, explorations, tests, studies, and other data concerning conditions at
or contiguous to the site.
3.7 Laws and Regulations: It is the responsibility of each bidder, before submitting a bid,
to become familiar and to satisfy himself as to all federal, state, and local laws and
regulations that may affect the cost, progress, performance, and all other conditions
that may affect the performance of the contract.
4. PRE-BID MEETING
4.1 The time, date, and location of scheduled pre-bid meetings will be stated in the
Notice of Public Hearing and to Bidders. Representatives of the owner and
engineer will be present at pre-bid meetings to discuss the project. The pre-bid
meeting will include site inspection if so stated in the Notice.
4.2 No written report of the pre-bid meeting is provided. It is the responsibility of
prospective bidders to obtain the information from the pre-bid meeting and site
inspection.
4.3 Oral statements may not be relied upon and shall not be binding or legally effective.
The owner will transmit to all prospective bidders of record any addenda the
engineer considers necessary in response to questions arising at the pre-bid
meeting.
5. EXAMINATION OF BIDDING DOCUMENTS
5.1 It is the responsibility of each bidder to give the engineer written notice of all
conflicts, errors, ambiguities, or discrepancies the bidder discovers in the bidding
documents, to confirm that the written resolution thereof is acceptable to the bidder,
and to determine that the bidding documents are generally sufficient to indicate and
convey understanding of all terms, conditions, and other requirements for
performance of the work.
6. INTERPRETATION OF BIDDING DOCUMENTS AND ADDENDA
6.1 If any bidder is in doubt as to the intent or meaning of any part of the bidding
documents or the performance of work, it is their responsibility to contact the
engineer, owner’s representative, or purchasing agent in time to receive a written
reply before submitting their bid.
6.2 If considered necessary by the engineer, responses to questions about the meaning
or intent of the bidding documents will be issued by addenda. Addenda will be
distributed to all parties recorded by the City as having received the bidding
documents.
6.3 Addenda may be issued to clarify, correct, and/or change the bidding documents,
and/or to approve material substitutions, as deemed advisable by the engineer or
owner’s representative.
118
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
Last Revision: 3/14/25 Page 7 of 76 City of Ames, Engineering Division
515 Clark Avenue, Ames, IA 50010-0811
7. BIDDERS QUALIFICATIONS.
7.1 Competency of Bidder. Bidders must be capable of performing the work bid upon.
They may be required to supply a detailed statement covering experience on similar
work, a list of machinery, plant, and other equipment that will be used on the
proposed work, and statements of their financial resources or other data as may be
deemed necessary. Such information will be provided by the bidder within five
business days of the owner’s request for evidence of qualifications.
8. TAXES
8.1 The contractor shall not include sales or use taxes in the bid. Pursuant to the Iowa
Code and Iowa Administrative Code, the contractor will be authorized to purchase
building materials that will be incorporated into real property on this project tax-free.
Iowa Construction Sales Tax Exemption Certificates will be issued by the City which
will authorize suppliers of building materials to sell materials exempt from Iowa sales
tax and any applicable local option sales tax and school infrastructure local option
sales tax to the entity listed on the certificate. Upon award of the contract, the
successful contractor will be required to provide their project information, and
information for each subcontractor and supplier requiring exemption certificates.
9. METHOD OF BIDDING.
9.1 The Proposal Form is included with the bidding documents. Additional copies may
be obtained by contacting the authorized source(s) of proposal forms as stated in
the Notice.
9.2 Preparation of Proposal. Bids shall be submitted on a unit price or lump sum basis
as stated on the Proposal Form. In preparing a proposal, the bidder shall specify
the price, written legibly in ink or with a typewriter, at which they propose to do each
item of work. A response shall be stated with respect to each and every alternate
item, whether an add-alternate or a deduct-alternate. Failure to state a response for
any alternate bid item shall constitute a non-responsive proposal that will not be
considered. The prices shall be stated in figures. In items where unit price is
required, the total amount for each item shall be computed at the unit prices bid for
the quantities given in the estimate. In the event of discrepancies in the unit price
extensions listed in the bidder’s proposal, unit prices shall govern.
9.3 For all work let on a unit price basis, the engineer’s estimate of quantities shown on
the Proposal Form is understood to be approximate only, and will be used only for
the purpose of comparing bids. For work let on a lump sum basis, any estimate of
quantities provided is furnished for the convenience of bidders and is not
guaranteed.
9.4 Where the Proposal Form has more than one item, the bidder may attach a
substitute proposal form printed by computer in lieu of completing the printed bid
form. The substitute bid form shall be the same size, color, and paper type as the
printed Proposal Form. The font and size of printed characters shall be
approximately the same as the printed Proposal Form. Bid items shall be separated
by grid lines, vertical and horizontal, approximately the same as the printed
Proposal Form. Item numbers and order must be the same as the item numbers
and order on the printed bid.
119
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
Last Revision: 3/14/25 Page 8 of 76 City of Ames, Engineering Division
515 Clark Avenue, Ames, IA 50010-0811
9.4.1 If a substitute proposal form is used, it shall show column headings, bid
items, descriptions, quantities, and unit prices exactly as shown on the
Proposal Form. The total bid amount shall be shown on the substitute
proposal form and shall also be written in the space provided in the printed
Proposal Form.
9.4.2 Substitute bid forms shall include, at the top of each page, the bidder’s
company name, project title, bid number when applicable, and bid letting
date.
9.4.3 The substitute proposal form shall be signed the same as the printed
Proposal Form.
9.4.4 The substitute proposal form shall be attached to the printed Proposal Form.
9.4.5 In case of a discrepancy between item number, description, or quantity
shown in the official Proposal Form and the substitute proposal form, the
item number, description, and quantity of the official Proposal Form shall
govern. The unit price shown on the substitute proposal form shall govern.
9.4.6 Abnormalities in substitute proposal forms may result in rejection of the bid.
10. SUBSTITUTE AND “ACCEPTABLE EQUIVALENT” ITEMS
10.1 Requests for approval of “or-equal” materials and equipment shall be submitted to
the engineer in writing at least fifteen days prior to the receipt of bids. Each request
shall conform to the terms and conditions of the bidding documents and to the type,
function, and quality standards of approved materials and equipment. The burden
of proof of the merit of proposed “or-equal” materials and equipment is upon the
bidder. The engineer’s decision of approval or disapproval of a proposed “or-equal”
item will be final. No substitution shall be approved except by a written addendum
issued to all prospective bidders.
11. SUBCONTRACTORS
11.1 If requested on the Proposal Form or in the bidding documents, bidders shall
include with the Proposal Form a list of proposed subcontractors and suppliers.
11.2 The contractor shall not award work valued at more than thirty percent (30%) of the
total contract price to subcontractors without prior written approval of the City.
12. SUBMISSION OF BIDS
12.1 Use of Proposal Form. Bidders will be furnished with the Proposal Form giving the
estimate of quantities needed to complete the work and the amount of bid security
the bidder is submitting with a bid, all of which must be in accordance with the
official publications relating to the proposed improvement. To ensure against
accidental errors, the bidder should read carefully the official publications before
preparing a proposal. If any addenda included revised bid forms, bidders shall
submit the proposal on the last revision of the official Proposal Form unless
otherwise directed by addendum.
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Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
Last Revision: 3/14/25 Page 9 of 76 City of Ames, Engineering Division
515 Clark Avenue, Ames, IA 50010-0811
12.2 Signatures on Proposals. If the proposal is made by an individual, their name and
post office address must be shown. If made by a firm or partnership, the name and
post office address of the firm or partnership must be shown. If made by a
corporation, the person signing the proposal must name the state under the laws of
which the corporation is chartered, and the name, title, and business address of the
executive head of the corporation. Anyone signing a proposal as an agent may be
required to submit satisfactory evidence of their authority to do so.
12.3 Irregular Proposal Prohibited. Any changes or alterations made in the official
Proposal Form, or any additions thereto, may cause rejection of the bid. No bid will
be considered which contains a clause in which the bidder reserves the right to
accept or reject a contract awarded by the Council. Proposals in which the unit
prices are obviously unbalanced may be rejected.
12.4 Delivery of Proposal. Proposals shall be placed in an envelope and the envelope
sealed and marked to indicate its contents. The bid shall be accompanied by bid
security as required in the Notice. If forwarded by mail, the envelope shall be
mailed to the City Clerk. All proposals shall be filed with the City Clerk before the
time specified for closing bids. Specifications need not be included in the envelope
with the Proposal Form. The bid shall include acknowledgement of receipt of all
addenda. Addenda numbers shall be filled in on the Proposal Form.
12.5 Each bidder shall determine the best method of delivery of the proposal. The bidder
is totally responsible for the mail or other delivery system to deliver the bid to the
correct location, and prior to the time indicated in the Notice.
12.6 The submission of a bid constitutes an incontrovertible representation by the bidder
that they have complied with every requirement of the bidding documents, that
without exception the bid is premised upon performing and furnishing the work
required by the bidding documents and applying any specific means, methods,
techniques, sequences, and procedures of construction that may be shown or
indicated or expressly required by the bidding documents, that the bidder has given
the engineer/owner’s representative written notice of all conflicts, errors,
ambiguities, and discrepancies that the bidder has discovered in the bidding
documents, the written resolutions thereof by the engineer/owner’s representative
are acceptable to the bidder, and that the bidding documents are sufficient to
indicate and convey understanding of all terms and conditions for performing and
furnishing the work.
12.7 The release of information by the City to the public is subject to Iowa Code Chapter
22 and other applicable provisions of the law relating to the release of records in
possession of the City. Bidders are encouraged to familiarize themselves with these
provisions prior to submitting a bid proposal. All information submitted by a vendor
may be treated as public information by the City unless the bidder properly requests
that information be treated as confidential and cites the applicable open records
exception, in which case the City will notify the bidder of any pending public records
requests to allow the bidder to seek court protection. In the event the bidder marks
each page of the proposal as proprietary or confidential without adhering to the
requirements of the Section, the City may reject the proposal as noncompliant.
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13. REPRODUCTION OF SUBMITTAL DOCUMENTS
13.1 By submitting a bid proposal, the bidder agrees that the City may copy the bid
proposal for the purposes of facilitating the evaluation or to respond to requests for
public records. The bidder consents to such copying by submitting a proposal and
warrants that such copying will not violate the rights of any third parties. The City
will have the right to use ideas or adaptations of ideas which are presented in the
proposals. In the event the vendor copyrights its proposal, the City may reject the
proposal as noncompliant.
14. BID SECURITY.
14.1 Proposal Guaranty. Each proposal shall be accompanied by a bid deposit in the
form of a bid bond, money order, or cashier's or certified check drawn on a bank in
Iowa or a bank chartered under the laws of the United States, in an amount equal to
at least 5% of the amount of the total bid as security that the bidder, if their bid is
accepted, will enter into a contract in accordance therewith.
14.2 Said bid bond, money order, or cashier’s or certified check may be cashed by the
City as liquidated damages in the event the bidder fails, or refuses, to enter into a
contract within thirty (30) days and post a performance bond satisfactory to the City
insuring the faithful fulfillment of the contract and maintenance of said improvement
as required by law and the specifications.
14.3 Should the bidder receiving the award fail to execute a satisfactory contract and file
an acceptable contract bond within thirty (30) days after acceptance of the proposal,
the certified check may be cashed and the full amount retained by the City as fixed
and liquidated damages.
14.4 To be acceptable, the certified check shall bear on its face the endorsement of a
solvent bank as to the amount certified. The check shall be endorsed by an official
authorized to bind the bank by his or her acts.
14.5 Return of Proposal Guaranty. The proposal guaranty of unsuccessful bidders will
be returned promptly after award has been made. In no case will the proposal
guaranty be held longer than thirty (30) days without written permission of the
bidder, except that the proposal guaranty of the bidder to whom the contract is
awarded will be retained until they have entered into a contract and filed an
acceptable bond.
15. VENDOR FORMS, TERMS, AND CONDITIONS
15.1 If a bidder intends to request that the City of Ames complete any vendor application
form, or any vendor agreement form, or agree to any vendor terms or conditions in
connection with the proposed contract, the proposed forms and/or terms or
conditions must be submitted with the bid/proposal for review by the City’s legal
counsel during the evaluation of bids/proposals. This includes, but is not limited to,
vendor credit application and customer agreement forms, vendor lease forms,
vendor terms/conditions of sale, vendor shipping or delivery terms, and vendor
billing/payment terms.
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15.2 Bidders are advised that in the event any such forms or terms contradict City of
Ames specifications or other contract requirements, the bid/proposal may be
rejected due to the contradiction unless the bidder has indicated deletion of such
clauses prior to submission to the City. If such forms/terms indicate a firm other
than the bidder is in any way a party to the proposed contract, the proposed party
must also indicate concurrence with deletion of such clauses.
15.3 If such forms or terms or conditions require that payments be remitted to other than
the bidder, the bidder shall indicate the name and address of the firm to whom the
bidder would request payments to be made, and the firm’s relationship to the bidder.
15.4 If no vendor forms or terms or conditions are included with the bid/proposal, no such
forms or terms or conditions will be approved by the City during the evaluation or
award processes or following award of the contract. If the bid/proposal does not
indicate the proposed contractor, vendor, or payee to be a person or company other
than the bidder 1) only the bidder will be considered as contractor/vendor, and 2)
payments will be made only to the bidder to whom the contract is awarded. If the
bid/proposal does not clearly indicate that a person or company other than, or in
addition to, the bidder would in any way be a party to the proposed contract, only
the bidder would be considered the contractor/vendor.
15.5 The City of Ames will in no case agree to contract terms or conditions not in
compliance with City of Ames specifications and/or not submitted for review with the
bids.
16. MODIFICATION AND WITHDRAWAL OF BIDS
16.1 Bidders will be permitted to withdraw their proposals after they have been filed with
the City Clerk if a request is made in writing to the City Clerk before the time
specified for closing of bids. No proposal may be withdrawn for a period of sixty
(60) days after the scheduled closing time for the receipt of bids.
16.2 A bid may be modified by withdrawing it in accordance with 15.1, and then
resubmitting the bid in accordance with the bidding documents.
17. OPENING OF BIDS
17.1 Bids will be publicly opened and, unless obviously non-responsive, read aloud at the
time and place indicated in the Notice.
17.2 A preliminary summary of base bid amounts and major alternatives, if any, will be
available to the bidders after the opening of bids.
18. EVALUATION OF BIDS.
18.1 The City will be permitted to consider various bid prices and other factors, to the
extent permitted by law, in determining the bid that is in the best interests of the
City.
18.2 Rejection of Bids. The City hereby reserves the right to reject any and all bids,
unresponsive bids, to waive informalities, and to enter into such contract or
contracts as it shall deem to be in the best interest of the City of Ames.
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18.3 Disqualification of Bidder. No bidder shall submit more than one proposal under the
same or different names. Reasonable grounds for believing that any bidder is
interested in more than one proposal for the work may cause the rejection of all
proposals in which such bidder is interested or may cause the disapproval of any
contract awarded to such bidder. The attention of bidders is directed to Chapter
553.23, Code of Iowa, regarding unlawful combinations in making public contracts.
18.4 Basis of Bid: For bid items described as unit price on the Proposal Form, the bid
evaluation total of all prices will be determined as a sum of the products of the
estimated quantity of each item and the unit price bid for the item, and lump sum
items, if any, on the Proposal Form. In cases of discrepancies between the
multiplication of quantities or units of work and unit prices bid, unit price shall
prevail.
18.5 Discrepancies between the sum shown on the Proposal Form and the correct sum
thereof will be resolved in favor of the correct sum. Correct sums will be calculated
as stated above (by multiplying the quantity of each item as shown on the Proposal
Form and the unit price bid).
18.6 If requested by the City during the evaluation process, the bidder shall submit a
preliminary schedule of values. This shall include quantities and prices of items
included in the work which, when added together, equal the contract price. If
requested by the owner, the bidder shall divide the schedule into component parts.
Requested schedules shall be submitted within two (2) business days following the
request.
18.7 Communication During Evaluation: In order to ensure the proper and fair evaluation
of bids, unsolicited communication by the bidder with City officials or staff evaluating
the bids is prohibited prior to the time a bid decision or recommendation for award
has been made. Communication between the bidder and the City will be initiated by
the appropriate City official or employee in order to obtain information or clarification
needed to develop a proper and accurate evaluation of the bid.
19. CONTRACT AWARD
19.1 The City of Ames reserves the right to reject any or all bids, including without
limitation, non-conforming, non-responsive, unbalanced, and/or conditional bids.
19.2 The City reserves the right to reject the bid of any bidder whom it finds, after
reasonable inquiry and evaluation, to not be responsible.
19.3 To the extent allowed by law, the City of Ames reserves the right to reject any bid of
any bidder who has previously failed to perform adequately after having once been
awarded a prior contract for work similar in nature to that in this bid.
19.4 Bids will be reported to the City Council of the City of Ames, Iowa, in accordance
with the Notice of Public Hearing and to Bidders for action thereon.
20. EXECUTION OF CONTRACT
20.1 The City will notify the successful bidder. The notification of award will be
accompanied by the required number of unsigned counterparts of the contract.
Within fifteen (15) days after notification of award, the successful bidder shall sign
and deliver the required number of counterparts of the contract together with the
required corporate surety bonds as called for in the Notice and evidence of
insurance coverage as called for in the bidding documents.
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20.2 No proposal shall be considered binding upon the City until the contract is properly
executed by both parties and the contract bond filed with the City Clerk and
approved by the City Council.
20.3 The contract and bond will be presented to the City Council for approval in
accordance with applicable laws, regulations, and City policies.
20.4 If the contract and bond are approved by the City Council, the City shall deliver one
fully signed copy of the contract to the successful bidder.
20.5 The contract, when executed, shall be deemed to include the entire agreement
between parties. The contractor shall not claim any modification resulting from
representation or promise made by representatives of the owner or other persons.
End of Section
Rev. 11/13/06
Rev. 6/27/08 (sales tax)
Rev. 9/29/08 (Legal #1930-0001)
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Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
ITEM
#
ITEM
CODE DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENDED PRICE
GENERAL PROVISIONS AND CONVENANTS
1 1070-214 REMOVE AND RE-INSTALL MAILBOXES 4 EA
EARTHWORK
2 2010-D-1 TOPSOIL STRIP, SALVAGE AND RESPREAD, ON-SITE 385 CY
3 2010-E EXCAVATION, CLASS 13 635 CY
4 2010-G SUBGRADE PREPARATION, 12 INCH 3150 SY
5 2010-J SUBBASE, MODIFIED, 6 INCHES 3325 SY
SEWERS AND DRAINS
6 4020-A-1 STORM SEWER, TRENCHED, PVC, 8 INCH 10 LF
7 4020-A-1 STORM SEWER, TRENCHED, RCP, 15 INCH 20 LF
8 4020-D REMOVAL OF STORM SEWER, RCP, 15 INCH 20 LF
9 4020-D REMOVAL OF STORM SEWER, PVC, 8 INCH 5 LF
10 4040-A SUBDRAIN, TYPE 1B OR TYPE 1C , HDPE, 6 INCH 1270 LF
11 4040-C-1 SUBDRAIN CLEANOUT, TYPE A-1, 6 INCH 6 EA
STRUCTURES FOR SANITARY AND STORM
12 6010-B INTAKE, SW-501 1 EA
13 6010-B INTAKE, SW-511 1 EA
14 6010-E INTAKE ADJUSTMENT, MINOR 1 EA
15 6010-G CONNECTION TO EXISTING INTAKE 2 EA
16 6010-H REMOVE INTAKE 2 EA
PROPOSAL FORM
For the Construction
of
2024/25 AIRPORT ENTRYWAY IMPROVEMENTS
To provide all labor, equipment, materials, transportation, and other components as specified herein to the City of Ames, Iowa.
BASE BID
The undersigned bidder submits herewith bid security in the amount of 5% of the bid in accordance with the terms set forth in the "Instructions to Bidders".
The undersigned as bidder, having examined and determined the scope of the contract documents, hereby proposes to provide the required labor, services,
materials, and equipment, and to perform the work as described in the contract documents, F.O.B. Ames, Iowa, including addenda _________, __________, and
_________ as follows.
Complete entries for ALL bid items on the Proposal Form. Failure to complete all items may deem the Bid as non-responsive.
Name of Bidder__________________________________________________________________________________________________________
Address of Bidder________________________________________________________________________________________________________
To the City of Ames, Iowa:
Last Revision: 3/14/2025 Page 15 of 76
City of Ames, Traffic Division
515 Clark Avenue, Ames, IA 50010-0811 127
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
STREETS AND RELATED WORK
17 7010-A PAVEMENT, PCC, 7 INCH, CLASS C, INCLUDING CURB 2750 SY
18 7030-A-3 REMOVAL AND DISPOSAL OR REINSTALLATION OF EXISTING GRANULAR
SURFACING 550 SY
19 7030-H-1 DRIVEWAY, PAVED, PCC, 6 INCH, INCLUDING CURB 225 SY
20 7030-H-2 TEMPORARY CONSTRUCTION ACCESS INSTALL AND REMOVE, GRANULAR,
CLASS A ROADSTONE, 12 INCH DEEP 1 LS
21 7040-H PAVEMENT REMOVAL, HMA 2050 SY
22 7040-H PAVEMENT REMOVAL, PCC (INCLUDING CURB & GUTTER) 300 SY
23 7040-I CURB AND GUTTER REMOVAL 1550 LF
TRAFFIC CONTROL
24 8030-A TEMPORARY TRAFFIC CONTROL 1 LS
25 8040-I REMOVE AND REINSTALL TRAFFIC SIGNS 2 EA
SITE WORK AND LANDSCAPING
26 9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 -
PERMANENT LAWN 0.6 AC
27 9010-E WARRANTY 1 LS
28 9040-A-1 SWPPP PREPARATION 1 LS
29 9040-A-2 SWPPP MANAGEMENT 1 LS
30 9040-D-1 FILTER SOCK, 9 INCH 2250 LF
31 9040-D-2 FILTER SOCKS, REMOVAL 2250 LF
32 9040-T-1 INLET PROTECTION DEVICE, INTAKE 6 EA
MISCELLANEOUS
33 11010-A CONSTRUCTION SURVEY 1 LS
34 11020-A MOBILIZATION 1 LS
35 11030-A MAINTENANCE OF POSTAL SERVICE 1 LS
36 11050-A CONCRETE WASHOUT 1 LS
ALTERNATE BID A
ITEM
NO.
ITEM
CODE DESCRIPTION QUANTITY UNIT UNIT PRICE EXTENDED PRICE
EARTHWORK
A1
2010-D-1 TOPSOIL STRIP, SALVAGE AND RESPREAD, ON-SITE 200 CY
A2
2010-E EXCAVATION, CLASS 13 400 CY
A3
2010-G SUBGRADE PREPARATION, 12 INCH 1675 SY
A4
2010-J SUBBASE, MODIFIED, 6 INCHES 1775 SY
BASE BID TOTAL:
Last Revision: 3/14/2025 Page 16 of 76
City of Ames, Traffic Division
515 Clark Avenue, Ames, IA 50010-0811 128
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
SEWERS AND DRAINS
A5
4020-A-1 STORM SEWER, TRENCHED, PVC, 12 INCH 10 LF
A6
4040-A SUBDRAIN, TYPE 1B OR TYPE 1C , HDPE, 6 INCH 925 LF
A7
4040-C-1 SUBDRAIN CLEANOUT, TYPE A-1, 6 INCH 4 EA
STRUCTURES FOR SANITARY AND STORM
A8
6010-B INTAKE, SW-501 1 EA
A9
6010-E INTAKE ADJUSTMENT, MINOR 1 EA
A10
6010-G CONNECTION TO EXISTING INTAKE 2 EA
A11
6010-H REMOVE INTAKE 1 EA
STREETS AND RELATED WORK
A12
7010-A PAVEMENT, PCC, 7 INCH, CLASS C, INCLUDING CURB 1425 SY
A13
7030-A-3 REMOVAL AND DISPOSAL OR REINSTALLATION OF EXISTING 4" GRANULAR
SURFACING 250 SY
A14
7030-H-1 DRIVEWAY, PAVED, PCC, 6 INCH, INCLUDING CURB 150 SY
A15
7040-H PAVEMENT REMOVAL, HMA 925 SY
A16
7040-H PAVEMENT REMOVAL, PCC (INCLUDING CURB & GUTTER) 175 SY
A17
7040-I CURB AND GUTTER REMOVAL 915 LF
TRAFFIC CONTROL
A18
8030-A TEMPORARY TRAFFIC CONTROL 1 LS
A19
8040-I REMOVE AND REINSTALL TRAFFIC SIGNS 1 EA
SITE WORK AND LANDSCAPING
A20
9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 -
PERMANENT LAWN 0.2 AC
A21
9010-E WARRANTY 1 LS
A22
9040-D-1 FILTER SOCK, 9 INCH 750 LF
A23
9040-D-2 FILTER SOCKS, REMOVAL 750 LF
A24
9040-T-1 INLET PROTECTION DEVICE, INTAKE 3 EA
MISCELLANEOUS
A25
11010-A CONSTRUCTION SURVEY 1 LS
A26 11020-A MOBILIZATION 1 LS
TOTAL AMOUNT BASE BID PLUS ALTERNATE BID A:
ALTERNATE BID A TOTAL:
Last Revision: 3/14/2025 Page 17 of 76
City of Ames, Traffic Division
515 Clark Avenue, Ames, IA 50010-0811 129
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
Last Revision: 3/14/25 Page 18 of 76 City of Ames, Engineering Division
515 Clark Avenue, Ames, IA 50010-0811
The undersigned bidder certifies that this proposal is made in good faith without collusion or connection with
any other person or persons bidding on the work.
The undersigned bidder states that this proposal is made in conformity with the contract documents and
agrees that, in the event of any discrepancies or differences between any conditions of this proposal and the
contract documents prepared by the City of Ames, Iowa, the provisions of the latter shall prevail.
The contractor shall not include sales or use taxes in the bid. Pursuant to Iowa Code and Iowa
Administrative Code, the contractor will be authorized to purchase building materials that will be
incorporated into real property on this project tax-free.
Submitted this __________ day of ______________________, ___________.
Company Name of Bidder _______________________________________________
Address of Bidder _______________________________________________
_______________________________________________
Signature of Authorized Agent _______________________________________________
Printed Name and Title _______________________________________________
Telephone Number _______________________________________________
Fax Number _______________________________________________
E-mail _______________________________________________
Check appropriate box:
Individual/Sole Proprietor Corporation Partnership Other
Taxpayer Identification Number (TIN): Please provide TIN Employer identification number
_____________ - ________________________
130
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
ITEM #ITEM CODE DESCRIPTION
GENERAL PROVISIONS AND CONVENANTS
1 1070-214 REMOVE AND RE-INSTALL MAILBOXES
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 1070
AND THE PLANS. CONTRACTOR SHALL REMOVE EXISTING MAILBOXES LOCATED ALONG THE AIRPORT
ENTRANCE ROAD TO ALLOW FOR INSTALLATION OF THE PROPOSED IMPROVEMENTS. REMOVED
MAILBOXES SHALL BE STORED BY THE CONTRACTOR UNTIL THEY CAN BE REINSTALLED. AFTER
COMPLETION OF THE IMPROVEMENTS THE CONTRACTOR SHALL RE-INSTALL MAILBOXES IN A SIMILAR
LOCATION AS THEY CURRENTLY ARE. EXACT LOCATION TO BE DETERMINED BY CONSTRUCTION PROJECT
REPRESENTATIVE. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER EACH MAILBOX REMOVED AND
REPLACED.
EARTHWORK
2 2010-D-1 TOPSOIL STRIP, SALVAGE AND RESPREAD, ON-SITE
TOPSOIL WITHIN THE GRADING LIMITS OF THE PROJECT SHALL BE STRIPPED TO A DEPTH OF 6 INCHES,
SALVAGED, AND RESPREAD AT A MINIMUM DEPTH OF 4 INCHES. ITEM INCLUDES HAULING OFF SITE TO
STORE AND HAULING BACK IN IF NEEDED. REFER TO THE EXCAVATION BID ITEMS FOR CALCULATION OF
BID ITEM QUANTITY. METHOD OF PAYMENT SHALL BE PER CUBIC YARD AT THE CONTRACT QUANTITY. NO
MEASUREMENT SHALL BE MADE FOR THIS ITEM UNLESS PLAN CHANGES ARE MADE.
3 2010-E EXCAVATION, CLASS 13
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 2010
AND THE PLANS. THIS ITEM SHALL INCLUDE REMOVAL AND RESHAPING OF EXISTING MATERIAL TO
FINISHED SUBGRADE ELEVATION, AND MANIPULATION OF TOPSOIL. 6 INCHES OF TOPSOIL SHALL BE
STRIPPED FROM THE PROJECT SITE AND 4 INCHES SHALL BE RESPREAD. BASIS OF PAYMENT SHALL BE
TEMPLATE QUANTITIES AS FOLLOWS:
EARTHWORK TOPSOIL
CUT = 635 CY STRIP = 385 CY
FILL + 30% = 320 CY RESPREAD + 30% = 360 CY
WASTE, OFF-SITE = 315 CY WASTE, ON-SITE = 25 CY
ALL EXCESS MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR AND HAULED OFF SITE.
TOPSOIL SHALL BE PLACED AND SPREAD TO A MINIMUM THICKNESS OF 4 INCHES IN ALL DISTURBED TURF
AREAS.
4 2010-G SUBGRADE PREPARATION, 12 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 2010
AND THE PLANS. PRIOR TO SUBGRADE PERPARATION, THE SUBGRADE AREA SHALL BE PROOF ROLLED
TO CONFIRM STABILITY. SUBGRADE SHALL BE SCARIFIED AND RECOMACTED TO A 12 INCHES THICKNESS
AND 1 FOOT OUTSIDE THE EDGE OF PAVEMENT. SUBGRADE SHALL BE COMPACTED IN ACCORDANCE
WITH MOISTURE AND DENISTY CONTROL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER
SQUARE YARD OF SUBGRADE PREPARATION PERFORMED.
5 2010-J SUBBASE, MODIFIED, 6 INCHES
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 2010
AND THE PLANS. MODIFIED SUBBASE SHALL BE CONSTRUCTED TO 6 INCHES THICKNESS AND 2 FEET
OUTSIDE THE EDGE OF PAVEMENT. SUBBASE SHALL BE COMPACTED IN ACCORDANCE WITH MOISTURE
AND DENISTY CONTROL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER SQUARE YARD OF
SUBBASE INSTALLED.
SEWERS AND DRAINS
6 4020-A-1 STORM SEWER, TRENCHED, PVC, 8 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 4020
AND THE PLANS. TRENCH EXCAVATION; DEWATERING; FURNISHING AND INSTALLING PIPE; FURNISHING,
PLACING, AND COMPACTING BEDDING AND BACKFILL MATERIAL; JOINT WRAPPING; WYES AND OTHER
FITTINGS; PIPE JOINTS; TESTING; AND INSPECTION SHALL BE CONSIDERED INCIDENTAL. MATERIALS AND
INSTALLATION OF CONNECTING MATERIALS TO ALLOW FOR CONNECTION TO EXISTING PIPES SHALL BE
CONSIDERED INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER LINEAR FOOT OF PIPE
INSTALLED.
ESTIMATE REFERENCE INFORMATION (BASE BID)
Last Revision: 3/14/2025 Page 19 of 76
City of Ames, Traffic Division
515 Clark Avenue, Ames, IA 50010-0811 131
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
7 4020-A-1 STORM SEWER, TRENCHED, RCP, 15 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 4020
AND THE PLANS. TRENCH EXCAVATION; DEWATERING; FURNISHING AND INSTALLING PIPE; FURNISHING,
PLACING, AND COMPACTING BEDDING AND BACKFILL MATERIAL; JOINT WRAPPING; WYES AND OTHER
FITTINGS; PIPE JOINTS; TESTING; AND INSPECTION SHALL BE CONSIDERED INCIDENTAL. MATERIALS AND
INSTALLATION OF CONNECTING MATERIALS TO ALLOW FOR CONNECTION TO EXISTING PIPES SHALL BE
CONSIDERED INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER LINEAR FOOT OF PIPE
INSTALLED.
8 4020-D REMOVAL OF STORM SEWER, RCP, 15 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 4020
AND THE PLANS. REMOVAL, DISPOSAL, AND CAPPING (IF SPECIFIED) OF PIPE; AND FURNISHING, PLACING,
AND COMPACTING BACKFILL MATERIAL SHALL BE CONSIDERED INCIDENTAL. BASIS OF MEASUREMENT
AND PAYMENT SHALL BE PER LINEAR FOOT OF PIPE REMOVED.
9 4020-D REMOVAL OF STORM SEWER, PVC, 8 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 4020
AND THE PLANS. REMOVAL, DISPOSAL, AND CAPPING (IF SPECIFIED) OF PIPE; AND FURNISHING, PLACING,
AND COMPACTING BACKFILL MATERIAL SHALL BE CONSIDERED INCIDENTAL. BASIS OF MEASUREMENT
AND PAYMENT SHALL BE PER LINEAR FOOT OF PIPE REMOVED.
10 4040-A SUBDRAIN, TYPE 1B OR TYPE 1C , HDPE, 6 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 4040
AND THE PLANS. EXCAVATION, FURNISHING SUBDRAIN MATERIALS INCLUDING PIPE, FITTINGS AND OTHER
CONNECTIONS, ENGINEERING FABRIC, POROUS BACKFILL MATERIAL, AND ANY LABOR REQUIRED SHALL
BE CONSIDERED INCIDENTAL TO THIS BID ITEM. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER
LINEAR FOOT OF SUBDRAIN INSTALLED.
11 4040-C-1 SUBDRAIN CLEANOUT, TYPE A-1, 6 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 4040
AND THE PLANS. EXCAVATION, POROUS BACKFILL, MATERIALS REQUIRED FOR SUBDRAIN CLEANOUT,
RISER PIPES, SUBDRAIN CLEANOUT CASTINGS, PCC CLEANOUT PADS, REINFORCEMENT REQUIRED PER
THE PLANS, AND ENGINEERING FABRIC SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. BASIS OF
MEASUREMENT AND PAYMENT SHALL BE PER EACH SUBDRAIN CLEANOUT INSTALLED.
STRUCTURES FOR SANITARY AND STORM
12 6010-B INTAKE, SW-501
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 6010
AND THE PLANS. EXCAVATION; FURNISHING AND INSTALLING PIPE; FURNISHING, PLACING, AND
COMPACTING BEDDING AND BACKFILL MATERIAL; BASE; STRUCTURAL CONCRETE; REINFORCING STEEL;
PRECAST UNITS (IF USED); CONCRETE FILLETS; PIPE CONNECTIONS; CASTINGS; AND ADJUSTMENT RINGS
SHALL BE CONSIDERED INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER EACH
INTAKE INSTALLED.
13 6010-B INTAKE, SW-511
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 6010
AND THE PLANS. EXCAVATION; FURNISHING AND INSTALLING PIPE; FURNISHING, PLACING, AND
COMPACTING BEDDING AND BACKFILL MATERIAL; BASE; STRUCTURAL CONCRETE; REINFORCING STEEL;
PRECAST UNITS (IF USED); CONCRETE FILLETS; PIPE CONNECTIONS; CASTINGS; AND ADJUSTMENT RINGS
SHALL BE CONSIDERED INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER EACH
INTAKE INSTALLED.
14 6010-E INTAKE ADJUSTMENT, MINOR
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 6010
AND THE PLANS. FURNISHING AND INSTALLING EACH INTAKE EXTENSION RING AND REINSTALLING THE
CASTING LID SHALL BE CONSIDERED INCIDENTAL. IF A DIFFERENT CASTING IS REQUIRED TO COMPLETE
THE INTENT OF THE IMPROVEMENT IT SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. BASIS OF
MEASUREMENT AND PAYMENT SHALL BE PER EACH INTAKE ADJUSTED.
15 6010-G CONNECTION TO EXISTING INTAKE
WORK UNDER THIS ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 6010 AND
THE PLANS. CONNECTION OF PROPOSED STORM SEWER PIPE OR SUBDRAIN TO AN EXISTING STRUCTURE
INCLUDING BUT NOT LIMITED TO, CORE DRILLING STRUCTURE TO ACCEPT PIPE, CONCRETE COLLARS FOR
CONNECTION INCLUDING MESH REINFORCEMENT, AND ANY GROUTING OF THE INTERIOR OF THE
STRUCTURE AFTER INSTALLATION SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. REMOVAL AND
REPLACEMENT OF INVERT AS NECESSARY IS INCIDENTAL TO THIS BID ITEM.
16 6010-H REMOVE INTAKE
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 6010
AND THE PLANS. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER EACH INTAKE REMOVED.
Last Revision: 3/14/2025 Page 20 of 76
City of Ames, Traffic Division
515 Clark Avenue, Ames, IA 50010-0811 132
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
STREETS AND RELATED WORK
17 7010-A PAVEMENT, PCC, 7 INCH, CLASS C, INCLUDING CURB
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 7010
AND THE PLANS. CONCRETE SHALL BE AN IOWA DOT C MIX WITH MINIMUM COMPRESSIVE STRENGTH OF
4,000 PSI AT 28 DAYS. SLAG IS NOT ALLOWED. CURB AND GUTTER SECTION IS INCLUDE IN THE AREA OF
THIS ITEM AND SHALL BE INCIDENTAL TO PAVEMENT CONSTRUCTION. REINFORCEMENT SHALL BE EPOXY
COATED. 6 INCH MODIFIED SUBBASE SHALL BE PLACED UNDER THE PAVEMENT AND IS PAID FOR UNDER A
SEPARATE BID ITEM. NO ADDITIONAL PAYMENT FOR COLD WEATHER PAVING OPERATIONS. FINAL
TRIMMING OF SUBGRADE OR SUBBASE, INTEGRAL CURB, BARS AND REINFORCEMENT, JOINTS AND
SEALING, SURFACE CURING AND PAVEMENT PROTECTION, SAFETY FENCING, CONCRETE FOR RIGID
HEADERS, AND BOXOUTS FOR FIXTURES SHALL BE INCIDENTAL TO THIS ITEM. ALL JOINTS SHALL BE
CONSTRUCTED, SAWED, AND SEALED AS SHOWN ON THE PROJECT PLANS. CRACKED PANELS SHALL BE
REMOVED AND REPLACED AT THE CONTRACTOR’S EXPENSE. BASIS OF MEASUREMENT AND PAYMENT
SHALL BE PER SQUARE YARD OF PAVEMENT INSTALLED.
18 7030-A-3 REMOVAL AND DISPOSAL OR REINSTALLATION OF EXISTING GRANULAR SURFACING
WORK UNDER THIS ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 7030 AND
THE PLANS. DEPTH OF EXISTING GRANULAR SURFACING IS ASSUMED TO BE 4 INCHES, HOWEVER IF
DEEPER, THE ADDITIONAL DEPTH SHALL BE CONSIDERED INCIDENTAL FOR REMOVAL, RESPREAD OR
HAULING OFF SITE. IF EXISTING QUANTITY IS REQUIRED TO PLACE A 6 INCH LIFT OF GRANULAR
SURFACING FOR ALTERNATE BID A, THE REMOVED MATERIAL SHALL BE UTILIZED AND ANY EXCESS SHALL
BE DISPOSED OF OFF SITE. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER SQUARE YARD OF
EXISTING GRANULAR SURFACING REMOVED WITHIN THE PROJECT LIMITS AS IDENTIFIED IN THE PLANS.
HANDLING, STOCKPILING, AND PLACEMENT AT OTHER LOCATIONS WITHIN THE PROJECT LIMITS SHALL BE
CONSIDERED INCIDENTAL TO THIS BID ITEM.
19 7030-H-1 DRIVEWAY, PAVED, PCC, 6 INCH, INCLUDING CURB
WORK UNDER THIS ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 7030 AND
THE PLANS. CONCRETE WILL BE AN IOWA DOT C OR M MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF
4,000 PSI AT 28 DAYS. SLAG IS NOT ALLOWED. CONCRETE TESTING WILL BE PROVIDED BY THE OWNER.
NO EXTRA PAYMENT FOR COLD WEATHER PAVING. METHOD OF MEASUREMENT AND PAYMENT SHALL BE
PER SQUARE YARD OF PCC DRIVEWAY PAVING AS MEASURED IN THE FIELD.
20 7030-H-2 TEMPORARY CONSTRUCTION ACCESS INSTALL AND REMOVE, GRANULAR, CLASS A ROADSTONE, 12 INCH
DEEP
WORK UNDER THIS ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 7030 AND
THE PLANS. EXCAVATION, PREPARATION OF SUBGRADE, ENGINEERING FABRIC, CLASS A ROADSTONE
GRANULAR SURFACING, AND REMOVAL OF ALL ITEMS SHALL BE CONSIDERED INCIDENTAL TO THIS BID
ITEM. RESTORATION OF TEMPORARY CONSTRUCTION ACCESS SHALL ALSO BE CONSIDERED INCIDENTAL
TO THIS BID ITEM. BASIS OF PAYMENT SHALL BE LUMP SUM.
21 7040-H PAVEMENT REMOVAL, HMA
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 7040
AND THE PLANS. ALL REMOVALS TO BE MARKED BY THE CONTRACTOR'S SURVEYOR. FULL DEPTH SAW
CUTS ALONG THE REMOVAL LIMITS ARE INCIDENTAL TO THIS ITEM. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ADDITIONAL REMOVAL, EARTHWORK, SUBGRADE PREPARATION, MODIFIED SUBBASE,
AND PAVING EXPENSES DUE TO DAMAGED EDGES. ADDITIONAL REMOVAL TO BE DETERMINED BY
ENGINEER. ALL PAVEMENT REMOVED SHALL BE PROPERLY DISPOSED OF OFF SITE. PAYMENT SHALL BE
MADE FOR THE AREA OF PAVEMENT REMOVED REGARDLESS OF THICKNESS. BASIS OF MEASUREMENT
AND PAYMENT SHALL BE PER SQUARE YARD OF PAVEMENT REMOVED.
22 7040-H PAVEMENT REMOVAL, PCC (INCLUDING CURB & GUTTER)
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 7040
AND THE PLANS. ALL REMOVALS TO BE MARKED BY THE CONTRACTOR'S SURVEYOR. FULL DEPTH SAW
CUTS ALONG THE REMOVAL LIMITS ARE INCIDENTAL TO THIS ITEM. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ADDITIONAL REMOVAL, EARTHWORK, SUBGRADE PREPARATION, MODIFIED SUBBASE,
AND PAVING EXPENSES DUE TO DAMAGED EDGES. ADDITIONAL REMOVAL TO BE DETERMINED BY
ENGINEER. ALL PAVEMENT REMOVED SHALL BE PROPERLY DISPOSED OF OFF SITE. PAYMENT SHALL BE
MADE FOR THE AREA OF PAVEMENT REMOVED REGARDLESS OF THICKNESS. REMOVAL OF PCC AREAS
SHALL INCLUDE ANY CURB AND GUTTER SECTIONS. BASIS OF MEASUREMENT AND PAYMENT SHALL BE
PER LINEAR FOOT OF PAVEMENT REMOVED.
23 7040-I CURB AND GUTTER REMOVAL
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 7040
AND THE PLANS. SAWING, BREAKING, REMOVING, AND DISPOSING OF EXISTING CURB AND GUTTER SHALL
BE CONSIDERED INCIDENTAL. CURB AND GUTTER SHALL BE PROPERLY DISPOSED OF OFF SITE. BASIS OF
MEASUREMENT AND PAYMENT SHALL BE PER LINEAR FOOT OF CURB AND GUTTER REMOVED.
Last Revision: 3/14/2025 Page 21 of 76
City of Ames, Traffic Division
515 Clark Avenue, Ames, IA 50010-0811 133
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
TRAFFIC CONTROL
24 8030-A TEMPORARY TRAFFIC CONTROL
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 8030
AND THE PLANS. THIS BID ITEM SHALL INCLUDE ALL IDENTIFIED TRAFFIC CONTROL ITEMS REQUIRED PER
THE PLANS. BASIS OF PAYMENT SHALL BE LUMP SUM.
25 8040-I REMOVE AND REINSTALL TRAFFIC SIGNS
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 8040
AND THE PLANS. REMOVING THE SIGN AND POST, FILLING THE POST HOLE, STORING AND MAINTAINING
THE SIGN AND POST IN GOOD CONDITION, REINSTALLING THE SIGN AND POST, REPLACING SIGNS AND
POSTS DESIGNATED FOR REINSTALLATION THAT HAVE BEEN DAMAGED IS THE CONTRACTOR’S
RESPONSIBILITY AND SHALL BE CONSIDERED INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT
SHALL BE PER EACH SIGN REMOVED AND REINSTALLED.
SITE WORK AND LANDSCAPING
26 9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 9010
AND THE PLANS. SEED ALL AREAS DISTURBED BY CONSTRUCTION AS INDICATED ON PLANS. THE COST
FOR WATERING UNTIL SEED ESTABLISHMENT IS ACCEPTED SHALL BE CONSIDERED INCIDENTAL TO THIS
ITEM. ROCK PICKING, FINISH GRADING, SEED BED PREP AND RESEEDING ARE CONSIDERED INCIDENTAL
TO THIS ITEM. SEED AND FERTILIZER SHALL BE APPLIED PRIOR TO MULCHING. THE CONTRACTOR IS
RESPONSIBLE FOR MOWING AND MAINTAINING SEEDED AREAS UNTIL THE PROJECT IS ACCEPTED BY
THE OWNER. SEEDING OF AREAS DISTURBED OUTSIDE OF THE CONSTRUCTION LIMITS (INCLUDING
STAGING AND STORAGE AREAS AS WELL AS HAUL ROUTES) SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AT NO ADDITIONAL COST TO OWNER. THE SEEDING RATE SHALL BE AT LEAST 260
LBS/ACRE. APPLY A 6-24-24, NITROGEN, PHOSPHATE, POTASH, COMMERCIAL FERTILIZER OR EQUIVALENT
AT THE RATE OF 300 LBS PER ACRE. APPLY MULCHING PER MANUFACTURES RECOMMENDATIONS. NO
ADDITIONAL PAYMENTS WILL BE MADE FOR RESEEDED AREAS. BASIS OF MEASUREMENT AND PAYMENT
SHALL BE PER ACRE SEEDED.
27 9010-E WARRANTY
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 9010
AND THE PLANS. ALL WORK REQUIRED TO CORRECT ANY DEFECTS IN THE ORIGINAL PLACEMENT OF THE
SEEDING FOR THE PERIOD OF TIME DESIGNATED SHALL BE INCIDENTAL. THIS BID ITEM SHALL ENSURE
THAT A PROPER STAND OF GRASS IS ESTABLISHED. BASIS OF PAYMENT SHALL BE PER LUMP SUM.
28 9040-A-1 SWPPP PREPARATION
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 9040
AND THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR SWPPP PLAN PREPARATION AND
SUBMISSION OF SWPPP PERMIT. DEVELOPMENT OF A SWPPP BY THE CONTRACTOR MEETING LOCAL AND
STATE AGENCY REQUIREMENTS, FILING THE REQUIRED PUBLIC NOTICES, FILING A NOTICE OF INTENT
FOR COVERAGE OF THE PROJECT UNDER THE IOWA DNR NPDES GENERAL PERMIT NO. 2, AND PAYMENT
OF ASSOCIATED NPDES PERMIT FEES SHALL BE CONSIDERED INCIDENTAL. BASIS OF PAYMENT SHALL BE
LUMP SUM.
29 9040-A-2 SWPPP MANAGEMENT
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 9040
AND THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR SWPPP MANAGEMENT. ALL WORK
REQUIRED TO COMPLY WITH THE ADMINISTRATIVE PROVISIONS OF THE IOWA DNR NPDES GENERAL
PERMIT NO. 2; INCLUDING BUT NOT LIMITED TO, RECORD KEEPING, DOCUMENTATION, UPDATING THE
SWPPP PLAN SHEETS, FILING THE NOTICE OF DISCONTINUATION, AND WEEKLY INSPECTIONS , UNLESS
OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS, SHALL BE INCIDENTAL. ALL DOCUMENTATION
SHALL BE KEPT ON SITE IN A MAILBOX OR SIMILAR STORAGE CONTAINER THAT IS CLEARLY MARKED.
BASIS OF PAYMENT SHALL BE LUMP SUM.
30 9040-D-1 FILTER SOCK, 9 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 9040
AND THE PLANS. ANCHORING STAKES SHALL BE INCIDENTAL TO THIS BID ITEM. BASIS OF MEASUREMENT
AND PAYMENT SHALL BE PER LINEAR FOOT INSTALLED.
31 9040-D-2 FILTER SOCKS, REMOVAL
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 9040
AND THE PLANS. RESTORATION OF THE AREA TO FINISHED GRADE AND OFF SITE DISPOSAL OF FILTER
SOCKS AND ACCUMULATED SEDIMENT SHALL BE INCIDENTAL TO THIS BID ITEM. BASIS OF MEASUREMENT
AND PAYMENT SHALL BE PER LINEAR FOOT REMOVED.
Last Revision: 3/14/2025 Page 22 of 76
City of Ames, Traffic Division
515 Clark Avenue, Ames, IA 50010-0811 134
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
32 9040-T-1 INLET PROTECTION DEVICE, INTAKE
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 9040
AND THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE MOST EFFECTIVE TYPE OF
INLET PROTECTION DEVICE. THIS ITEM SHALL ALSO INCLUDE REMOVAL OF DEBRIS AND REMOVAL OF
DEVICE. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER EACH INLET PROTECTION DEVICE
INSTALLED.
MISCELLANEOUS
33 11010-A CONSTRUCTION SURVEY
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION
11010. THIS ITEM SHALL BE PAID BY LUMP SUM, AND SHALL INCLUDE ALL SURVEY NECESSARY FOR THE
LAYOUT AND CONSTRUCTION OF THE PROJECT.
34 11020-A MOBILIZATION
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION
11020. THIS ITEM IS FOR ALL PREPARATORY WORK AND COSTS INCURRED BEFORE BEGINNING THE
WORK ON THE PROJECT AND DURING THE PROJECT. THIS ITEM SHALL ALSO INCLUDE THE COSTS FOR
ANY STAGED CONSTRUCTION AND EQUIPMENT SET UP TO COMPLETE THE WORK. NO CHANGE IN
CONTRACT PRICE WILL BE MADE FOR ANY COMBINATION OF ADD/ALTERNATES ADDED TO THE
CONTRACT. BASIS OF PAYMENT SHALL BE LUMP SUM.
35 11030-A MAINTENANCE OF POSTAL SERVICE
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION
11030 AND THE PROJECT PLANS. CONTRACTOR SHALL COORDINATE WITH THE US POSTAL SERVICE,
NOTIFY AIRPORT TENANTS OF TEMPORARY MAIL BOX LOCATIONS AND PROVIDE TEMPORARY MAILBOXES
IN A LOCATION COORDINATED WITH THE AIRPORT MANAGER. CLUSTER MAILBOXES SHALL BE UTILIZED IF
ALLOWED BY THE POST MASTER. BASIS OF PAYMENT SHALL BE LUMP SUM.
36 11050-A CONCRETE WASHOUT
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION
11050 AND THE PROJECT PLANS. CONTRACTOR SHALL PROVIDE A MEANS FOR CONCRETE WASHOUT FOR
THE ENTIRETY OF THE PROJECT. BASIS OF PAYMENT SHALL BE LUMP SUM.
Last Revision: 3/14/2025 Page 23 of 76
City of Ames, Traffic Division
515 Clark Avenue, Ames, IA 50010-0811 135
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
ITEM #ITEM CODE DESCRIPTION
EARTHWORK
A1 2010-D-1 TOPSOIL STRIP, SALVAGE AND RESPREAD, ON-SITE
TOPSOIL WITHIN THE GRADING LIMITS OF THE PROJECT SHALL BE STRIPPED TO A DEPTH OF 6 INCHES,
SALVAGED, AND RESPREAD AT A MINIMUM DEPTH OF 4 INCHES. ITEM INCLUDES HAULING OFF SITE TO
STORE AND HAULING BACK IN IF NEEDED. REFER TO THE EXCAVATION BID ITEMS FOR CALCULATION OF
BID ITEM QUANTITY. METHOD OF PAYMENT SHALL BE PER CUBIC YARD AT THE CONTRACT QUANTITY. NO
MEASUREMENT SHALL BE MADE FOR THIS ITEM UNLESS PLAN CHANGES ARE MADE.
A2 2010-E EXCAVATION, CLASS 13
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 2010
AND THE PLANS. THIS ITEM SHALL INCLUDE REMOVAL AND RESHAPING OF EXISTING MATERIAL TO
FINISHED SUBGRADE ELEVATION, AND MANIPULATION OF TOPSOIL. 6 INCHES OF TOPSOIL SHALL BE
STRIPPED FROM THE PROJECT SITE AND 4 INCHES SHALL BE RESPREAD. BASIS OF PAYMENT SHALL BE
TEMPLATE QUANTITIES AS FOLLOWS:
EARTHWORK TOPSOIL
CUT = 400 CY STRIP = 200 CY
FILL + 30% = 75 CY RESPREAD + 30% = 145 CY
WASTE, OFF-SITE = 325 CY WASTE, ON SITE = 55 CY
ALL EXCESS MATERIAL TO BECOME THE PROPERTY OF THE CONTRACTOR AND HAULED OFF SITE.
TOPSOIL SHALL BE PLACED AND SPREAD TO A MINIMUM THICKNESS OF 4 INCHES IN ALL DISTURBED TURF
AREAS.
A3 2010-G SUBGRADE PREPARATION, 12 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 2010
AND THE PLANS. PRIOR TO SUBGRADE PERPARATION, THE SUBGRADE AREA SHALL BE PROOF ROLLED
TO CONFIRM STABILITY. SUBGRADE SHALL BE SCARIFIED AND RECOMACTED TO A 12 INCHES THICKNESS
AND 1 FOOT OUTSIDE THE EDGE OF PAVEMENT. SUBGRADE SHALL BE COMPACTED IN ACCORDANCE
WITH MOISTURE AND DENISTY CONTROL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER
SQUARE YARD OF SUBGRADE PREPARATION PERFORMED.
A4 2010-J SUBBASE, MODIFIED, 6 INCHES
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 2010
AND THE PLANS. MODIFIED SUBBASE SHALL BE CONSTRUCTED TO 6 INCHES THICKNESS AND 2 FEET
OUTSIDE THE EDGE OF PAVEMENT. SUBBASE SHALL BE COMPACTED IN ACCORDANCE WITH MOISTURE
AND DENISTY CONTROL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER SQUARE YARD OF
SUBBASE INSTALLED.
SEWERS AND DRAINS
A5 4020-A-1 STORM SEWER, TRENCHED, PVC, 12 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 4020
AND THE PLANS. TRENCH EXCAVATION; DEWATERING; FURNISHING AND INSTALLING PIPE; FURNISHING,
PLACING, AND COMPACTING BEDDING AND BACKFILL MATERIAL; JOINT WRAPPING; WYES AND OTHER
FITTINGS; PIPE JOINTS; TESTING; AND INSPECTION SHALL BE CONSIDERED INCIDENTAL. MATERIALS AND
INSTALLATION OF CONNECTING MATERIALS TO ALLOW FOR CONNECTION TO EXISTING PIPES SHALL BE
CONSIDERED INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER LINEAR FOOT OF PIPE
INSTALLED.
A6 4040-A SUBDRAIN, TYPE 1B OR TYPE 1C , HDPE, 6 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 4040
AND THE PLANS. EXCAVATION, FURNISHING SUBDRAIN MATERIALS INCLUDING PIPE, FITTINGS AND OTHER
CONNECTIONS, ENGINEERING FABRIC, POROUS BACKFILL MATERIAL, AND ANY LABOR REQUIRED SHALL
BE CONSIDERED INCIDENTAL TO THIS BID ITEM. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER
LINEAR FOOT OF SUBDRAIN INSTALLED.
A7 4040-C-1 SUBDRAIN CLEANOUT, TYPE A-1, 6 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 4040
AND THE PLANS. EXCAVATION, POROUS BACKFILL, MATERIALS REQUIRED FOR SUBDRAIN CLEANOUT,
RISER PIPES, SUBDRAIN CLEANOUT CASTINGS, PCC CLEANOUT PADS, REINFORCEMENT REQUIRED PER
THE PLANS, AND ENGINEERING FABRIC SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. BASIS OF
MEASUREMENT AND PAYMENT SHALL BE PER EACH SUBDRAIN CLEANOUT INSTALLED.
ESTIMATE REFERENCE INFORMATION (ALTERNATE BID A)
Last Revision: 3/14/2025 Page 24 of 76
City of Ames, Traffic Division
515 Clark Avenue, Ames, IA 50010-0811 136
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
STRUCTURES FOR SANITARY AND STORM
A8 6010-B INTAKE, SW-501
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 6010
AND THE PLANS. EXCAVATION; FURNISHING AND INSTALLING PIPE; FURNISHING, PLACING, AND
COMPACTING BEDDING AND BACKFILL MATERIAL; BASE; STRUCTURAL CONCRETE; REINFORCING STEEL;
PRECAST UNITS (IF USED); CONCRETE FILLETS; PIPE CONNECTIONS; CASTINGS; AND ADJUSTMENT RINGS
SHALL BE CONSIDERED INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER EACH
INTAKE INSTALLED.
A9 6010-E INTAKE ADJUSTMENT, MINOR
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 6010
AND THE PLANS. FURNISHING AND INSTALLING EACH INTAKE EXTENSION RING AND REINSTALLING THE
CASTING LID SHALL BE CONSIDERED INCIDENTAL. IF A DIFFERENT CASTING IS REQUIRED TO COMPLETE
THE INTENT OF THE IMPROVEMENT IT SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. BASIS OF
MEASUREMENT AND PAYMENT SHALL BE PER EACH INTAKE ADJUSTED.
A10 6010-G CONNECTION TO EXISTING INTAKE
WORK UNDER THIS ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 6010 AND
THE PLANS. CONNECTION OF PROPOSED STORM SEWER PIPE OR SUBDRAIN TO AN EXISTING STRUCTURE
INCLUDING BUT NOT LIMITED TO, CORE DRILLING STRUCTURE TO ACCEPT PIPE, CONCRETE COLLARS FOR
CONNECTION INCLUDING MESH REINFORCEMENT, AND ANY GROUTING OF THE INTERIOR OF THE
STRUCTURE AFTER INSTALLATION SHALL BE CONSIDERED INCIDENTAL TO THIS BID ITEM. REMOVAL AND
REPLACEMENT OF INVERT AS NECESSARY IS INCIDENTAL TO THIS BID ITEM.
A11 6010-H REMOVE INTAKE
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 6010
AND THE PLANS. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER EACH INTAKE REMOVED.
STREETS AND RELATED WORK
A12 7010-A PAVEMENT, PCC, 7 INCH, CLASS C, INCLUDING CURB
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 7010
AND THE PLANS. CONCRETE SHALL BE AN IOWA DOT C MIX WITH MINIMUM COMPRESSIVE STRENGTH OF
4,000 PSI AT 28 DAYS. SLAG IS NOT ALLOWED. CURB AND GUTTER SECTION IS INCLUDE IN THE AREA OF
THIS ITEM AND SHALL BE INCIDENTAL TO PAVEMENT CONSTRUCTION. REINFORCEMENT SHALL BE EPOXY
COATED. 6 INCH MODIFIED SUBBASE SHALL BE PLACED UNDER THE PAVEMENT AND IS PAID FOR UNDER A
SEPARATE BID ITEM. NO ADDITIONAL PAYMENT FOR COLD WEATHER PAVING OPERATIONS. FINAL
TRIMMING OF SUBGRADE OR SUBBASE, INTEGRAL CURB, BARS AND REINFORCEMENT, JOINTS AND
SEALING, SURFACE CURING AND PAVEMENT PROTECTION, SAFETY FENCING, CONCRETE FOR RIGID
HEADERS, AND BOXOUTS FOR FIXTURES SHALL BE INCIDENTAL TO THIS ITEM. ALL JOINTS SHALL BE
CONSTRUCTED, SAWED, AND SEALED AS SHOWN ON THE PROJECT PLANS. CRACKED PANELS SHALL BE
REMOVED AND REPLACED AT THE CONTRACTOR’S EXPENSE. BASIS OF MEASUREMENT AND PAYMENT
SHALL BE PER SQUARE YARD OF PAVEMENT INSTALLED.
A13 7030-A-3 REMOVAL AND DISPOSAL OR REINSTALLATION OF EXISTING 4" GRANULAR SURFACING
WORK UNDER THIS ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 7030 AND
THE PLANS. DEPTH OF EXISTING GRANULAR SURFACING IS ASSUMED TO BE 4 INCHES, HOWEVER IF
DEEPER, THE ADDITIONAL DEPTH SHALL BE CONSIDERED INCIDENTAL FOR REMOVAL, RESPREAD OR
HAULING OFF SITE. IF EXISTING QUANTITY IS REQUIRED TO PLACE A 6 INCH LIFT OF GRANULAR
SURFACING FOR ALTERNATE BID A, THE REMOVED MATERIAL SHALL BE UTILIZED AND ANY EXCESS SHALL
BE DISPOSED OF OFF SITE. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER SQUARE YARD OF
EXISTING GRANULAR SURFACING REMOVED WITHIN THE PROJECT LIMITS AS IDENTIFIED IN THE PLANS.
HANDLING, STOCKPILING, AND PLACEMENT AT OTHER LOCATIONS WITHIN THE PROJECT LIMITS SHALL BE
CONSIDERED INCIDENTAL TO THIS BID ITEM.
A14 7030-H-1 DRIVEWAY, PAVED, PCC, 6 INCH, INCLUDING CURB
WORK UNDER THIS ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 7030 AND
THE PLANS. CONCRETE WILL BE AN IOWA DOT C OR M MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF
4,000 PSI AT 28 DAYS. SLAG IS NOT ALLOWED. CONCRETE TESTING WILL BE PROVIDED BY THE OWNER.
NO EXTRA PAYMENT FOR COLD WEATHER PAVING. METHOD OF MEASUREMENT AND PAYMENT SHALL BE
PER SQUARE YARD OF PCC DRIVEWAY PAVING AS MEASURED IN THE FIELD.
Last Revision: 3/14/2025 Page 25 of 76
City of Ames, Traffic Division
515 Clark Avenue, Ames, IA 50010-0811 137
Project Account No. 385-7080-439 2024/25 Airport Entryway Improvements
Ames Municipal Airport
A15 7040-H PAVEMENT REMOVAL, HMA
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 7040
AND THE PLANS. ALL REMOVALS TO BE MARKED BY THE CONTRACTOR'S SURVEYOR. FULL DEPTH SAW
CUTS ALONG THE REMOVAL LIMITS ARE INCIDENTAL TO THIS ITEM. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ADDITIONAL REMOVAL, EARTHWORK, SUBGRADE PREPARATION, MODIFIED SUBBASE,
AND PAVING EXPENSES DUE TO DAMAGED EDGES. ADDITIONAL REMOVAL TO BE DETERMINED BY
ENGINEER. ALL PAVEMENT REMOVED SHALL BE PROPERLY DISPOSED OF OFF SITE. PAYMENT SHALL BE
MADE FOR THE AREA OF PAVEMENT REMOVED REGARDLESS OF THICKNESS. BASIS OF MEASUREMENT
AND PAYMENT SHALL BE PER SQUARE YARD OF PAVEMENT REMOVED.
A16 7040-H PAVEMENT REMOVAL, PCC (INCLUDING CURB & GUTTER)
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 7040
AND THE PLANS. ALL REMOVALS TO BE MARKED BY THE CONTRACTOR'S SURVEYOR. FULL DEPTH SAW
CUTS ALONG THE REMOVAL LIMITS ARE INCIDENTAL TO THIS ITEM. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ADDITIONAL REMOVAL, EARTHWORK, SUBGRADE PREPARATION, MODIFIED SUBBASE,
AND PAVING EXPENSES DUE TO DAMAGED EDGES. ADDITIONAL REMOVAL TO BE DETERMINED BY
ENGINEER. ALL PAVEMENT REMOVED SHALL BE PROPERLY DISPOSED OF OFF SITE. PAYMENT SHALL BE
MADE FOR THE AREA OF PAVEMENT REMOVED REGARDLESS OF THICKNESS. REMOVAL OF PCC AREAS
SHALL INCLUDE ANY CURB AND GUTTER SECTIONS. BASIS OF MEASUREMENT AND PAYMENT SHALL BE
PER LINEAR FOOT OF PAVEMENT REMOVED.
A17 7040-I CURB AND GUTTER REMOVAL
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 7040
AND THE PLANS. SAWING, BREAKING, REMOVING, AND DISPOSING OF EXISTING CURB AND GUTTER SHALL
BE CONSIDERED INCIDENTAL. CURB AND GUTTER SHALL BE PROPERLY DISPOSED OF OFF SITE. BASIS OF
MEASUREMENT AND PAYMENT SHALL BE PER LINEAR FOOT OF CURB AND GUTTER REMOVED.
TRAFFIC CONTROL
A18 8030-A TEMPORARY TRAFFIC CONTROL
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 8030
AND THE PLANS. THIS BID ITEM SHALL INCLUDE ALL IDENTIFIED TRAFFIC CONTROL ITEMS REQUIRED PER
THE PLANS. THIS ITEM SHALL ALSO INCLUDE A TEMPORARY GRANULAR ACCESS THROUGH THE TERMINAL
FENCE. ADDITIONALLY, THIS ITEM SHALL INCLUDE THE REMOVAL AND REINSTALLATION OF RECENTLY
INSTALLED WILDLIFE FENCING AND COORDINATION WITH THE WILDLIFE FENCING CONTRACTOR IF THEY
HAVE NOT DEMOBILIZED FROM THE PROJECT SITE. BASIS OF PAYMENT SHALL BE LUMP SUM.
A19 8040-I REMOVE AND REINSTALL TRAFFIC SIGNS
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 8040
AND THE PLANS. REMOVING THE SIGN AND POST, FILLING THE POST HOLE, STORING AND MAINTAINING
THE SIGN AND POST IN GOOD CONDITION, REINSTALLING THE SIGN AND POST, REPLACING SIGNS AND
POSTS DESIGNATED FOR REINSTALLATION THAT HAVE BEEN DAMAGED IS THE CONTRACTOR’S
RESPONSIBILITY AND SHALL BE CONSIDERED INCIDENTAL. BASIS OF MEASUREMENT AND PAYMENT
SHALL BE PER EACH SIGN REMOVED AND REINSTALLED.
SITE WORK AND LANDSCAPING
A20 9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 9010
AND THE PLANS. SEED ALL AREAS DISTURBED BY CONSTRUCTION AS INDICATED ON PLANS. THE COST
FOR WATERING UNTIL SEED ESTABLISHMENT IS ACCEPTED SHALL BE CONSIDERED INCIDENTAL TO THIS
ITEM. ROCK PICKING, FINISH GRADING, SEED BED PREP AND RESEEDING ARE CONSIDERED INCIDENTAL
TO THIS ITEM. SEED AND FERTILIZER SHALL BE APPLIED PRIOR TO MULCHING. THE CONTRACTOR IS
RESPONSIBLE FOR MOWING AND MAINTAINING SEEDED AREAS UNTIL THE PROJECT IS ACCEPTED BY
THE OWNER. SEEDING OF AREAS DISTURBED OUTSIDE OF THE CONSTRUCTION LIMITS (INCLUDING
STAGING AND STORAGE AREAS AS WELL AS HAUL ROUTES) SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AT NO ADDITIONAL COST TO OWNER. THE SEEDING RATE SHALL BE AT LEAST 260
LBS/ACRE. APPLY A 6-24-24, NITROGEN, PHOSPHATE, POTASH, COMMERCIAL FERTILIZER OR EQUIVALENT
AT THE RATE OF 300 LBS PER ACRE. APPLY MULCHING PER MANUFACTURES RECOMMENDATIONS. NO
ADDITIONAL PAYMENTS WILL BE MADE FOR RESEEDED AREAS. BASIS OF MEASUREMENT AND PAYMENT
SHALL BE PER ACRE SEEDED.
A21 9010-E WARRANTY
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 9010
AND THE PLANS. ALL WORK REQUIRED TO CORRECT ANY DEFECTS IN THE ORIGINAL PLACEMENT OF THE
SEEDING FOR THE PERIOD OF TIME DESIGNATED SHALL BE INCIDENTAL. THIS BID ITEM SHALL ENSURE
THAT A PROPER STAND OF GRASS IS ESTABLISHED. BASIS OF PAYMENT SHALL BE PER LUMP SUM.
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A22 9040-D-1 FILTER SOCK, 9 INCH
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 9040
AND THE PLANS. ANCHORING STAKES SHALL BE INCIDENTAL TO THIS BID ITEM. BASIS OF MEASUREMENT
AND PAYMENT SHALL BE PER LINEAR FOOT INSTALLED.
A23 9040-D-2 FILTER SOCKS, REMOVAL
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 9040
AND THE PLANS. RESTORATION OF THE AREA TO FINISHED GRADE AND OFF SITE DISPOSAL OF FILTER
SOCKS AND ACCUMULATED SEDIMENT SHALL BE INCIDENTAL TO THIS BID ITEM. BASIS OF MEASUREMENT
AND PAYMENT SHALL BE PER LINEAR FOOT REMOVED.
A24 9040-T-1 INLET PROTECTION DEVICE, INTAKE
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION 9040
AND THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE MOST EFFECTIVE TYPE OF
INLET PROTECTION DEVICE. THIS ITEM SHALL ALSO INCLUDE REMOVAL OF DEBRIS AND REMOVAL OF
DEVICE. BASIS OF MEASUREMENT AND PAYMENT SHALL BE PER EACH INLET PROTECTION DEVICE
INSTALLED.
MISCELLANEOUS
A25 11010-A CONSTRUCTION SURVEY
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION
11010. THIS ITEM SHALL BE PAID BY LUMP SUM, AND SHALL INCLUDE ALL SURVEY NECESSARY FOR THE
LAYOUT AND CONSTRUCTION OF THE PROJECT.
A26 11020-A MOBILIZATION
WORK UNDER THIS BID ITEM SHALL BE IN ACCORDANCE WITH REFERENCE SPECIFICATION SECTION
11020. THIS ITEM IS FOR ALL PREPARATORY WORK AND COSTS INCURRED BEFORE BEGINNING THE
WORK ON THE PROJECT AND DURING THE PROJECT. THIS ITEM SHALL ALSO INCLUDE THE COSTS FOR
ANY STAGED CONSTRUCTION AND EQUIPMENT SET UP TO COMPLETE THE WORK. NO CHANGE IN
CONTRACT PRICE WILL BE MADE FOR ANY COMBINATION OF ADD/ALTERNATES ADDED TO THE
CONTRACT. BASIS OF PAYMENT SHALL BE LUMP SUM.
NOTE:
End of Section
All bid items shall include all labor, material, and equipment necessary to complete the operation in accordance with the Plans,
Contract Documents, Iowa Statewide Urban Design and Specifications (SUDAS), and the City of Ames Supplemental Specifications to
SUDAS unless otherwise noted.
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CONTRACT
THIS AGREEMENT, made and entered into this _____ day of _____________, _____, by and between
the City of Ames, Iowa, party of the first part, hereinafter referred to as the “City’ and
____________________________, party of the second part, hereinafter referred to as the “Contractor”.
WITNESSETH:
THAT, WHEREAS, the City has heretofore caused to be prepared certain plans, specifications, and
proposal blanks, dated the _____ day of _____________, _____, for the _________________ Department,
__________________ under the terms and conditions therein fully stated and set forth, and
WHEREAS, said plans, specifications and proposal accurately and fully describe the terms and
conditions upon which the Contractor is willing to perform the work specified.
NOW, THEREFORE, IT IS AGREED:
1. That the City hereby accepts the proposal of the Contractor for the work and for the sums listed below:
2. That this Contract consists of the following component parts which are made a part of this agreement
and Contract as fully and absolutely as if they were set out in this Contract.
a. Addenda Numbers ______________________________________________________________.
b. Detailed Specification Requirements for the 2024/25 Airport Entryway Improvements.
c. Plans.
d. Notice To Bidders.
e. Instructions to Bidders.
f. Iowa Statewide Urban Design and Specifications (SUDAS) with current updates and applicable
City of Ames Supplemental Specifications.
g. Contractor’s Offer.
h. This instrument.
i. Appendix A and all other documents contained in the specifications book.
Above components are complementary and what is called for by one shall be as binding as if called for by
all.
3. That payments are to be made to the Contractor in accordance with , and subject to, the provisions
embodied in the documents made a part of this Contract.
4. That this Contract is executed in three copies.
IN WITNESS, WHEREOF, the parties hereto have hereunto set their hands and seals the date first written
above.
CITY OF AMES, IOWA CONTRACTOR
By:_______________________________________ By:
___________________________________________
John Haila, Mayor
Attest:_____________________________________ Attest:
___________________________________________
Renee Hall, City Clerk
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PERFORMANCE AND PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS THAT_____________________________________________
______________________________________________________________________________________
(Here insert the name and address or legal title of the Contractor)
a Principal, hereinafter called the Contractor, and _______________________________________________
(Here insert the legal title of Surety)
as surety, hereinafter called the Surety, are held and firmly bound unto ______________________________
______________________________________________________________________________________
(Here insert the name and address or legal title of the Owner)
as obligee, hereinafter called the Owner, in the amount of ________________________________________
DOLLARS ($ ) for the payment whereof Contractor and Surety bind themselves, their
heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
WHEREAS, the Contractor has by written agreement dated _________________, ________, entered into
a Contract with the Owner for_______________________________________________________________
In accordance with drawings and specifications prepared by ______________________________________
which Contract is by reference made a part hereof, and is hereinafter referred to as the Contract.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if the Contractor shall
promptly and faithfully perform said Contract, then the obligation of this bond shall be null and void;
otherwise it shall remain in full force and effect.
I. The Surety hereby waives notice of any alteration or extension of time made by the Owner.
II. Whenever the Contractor shall be, and is declared by the Owner to be, in default under the Contract,
the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the
default, or shall promptly:
A. Complete the Contract in accordance with its terms and conditions or,
B. Obtain a bid or bids for submission to the Owner for completing the Contract in accordance with its
terms and conditions and upon determination by the Owner and Surety of the lowest responsible
bidder, arrange for a contract between such bidder and the Owner, and make available as work
progresses (even though there should be a default or a succession of defaults under the contract
or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of
completion less the balance of the Contract Price; but not exceeding, including other costs and
damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph
hereof. The term "balance of the Contract Price", as used in this paragraph, shall mean the total
amount payable by the Owner to the Contractor under the Contract and any amendments thereto,
less the amount properly paid by the Owner to the Contractor.
III. The Contractor and their Surety shall, in accordance with the provisions of the Code of Iowa, be
obligated to keep the improvements covered by this bond in good repair for a period of years from the
date of acceptance of the improvements by the Owner.
IV. Any suit under this bond must be instituted before the expiration of years from the date on which final
payment under the Contract falls due.
V. No right of action shall accrue to or form the use of any person or corporation other than the Owner
named herein or the heirs, executors, administrators or successors of Owner.
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IT IS A FURTHER CONDITION OF THIS OBLIGATION that the principal and surety shall, in accordance
with the provisions of Chapter 573 of the Code of Iowa, pay to all persons, firms or corporations having
contracts directly with the principal or with subcontractors all just claims due them for labor performed or
materials furnished in the performance of the Contract on account of which this bond is given. The
provisions of Chapter 573, Code of Iowa, are a part of this bond to the same extent as if they were expressly
set out herein.
SIGNED AND SEALED THIS ______ DAY OF _____________,AD _________. IN THE
PRESENCE OF:
________________________________________ ________________________________________
Witness Principal
________________________________________ ________________________________________
Witness Title
________________________________________
Surety
________________________________________
Title
Rev 1-1-07
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FORM OF BID BOND
KNOW ALL BY THESE PRESENTS, that we ___________________________________________, as
Principal, and ___________________________________________, as Surety, are held and firmly bound
unto the ____________ of ____________, Iowa, hereinafter called “Municipality” in the penal sum of
$_______________ lawful money of the United States, for the payment of which sum will and truly to be
made, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly
by these presents. The condition of this obligation is such that whereas the Principal has submitted the
accompanying bid dated _______________, __________, for the
________________________________________________________________________________ Project.
NOW, THEREFORE, if the Principal shall not withdraw said bid within the period specified therein after
the opening of the same, or, if no period specified, within thirty (30) days after said opening, and shall within
the period specified therefore, or, if no period be specified, within seven (7) days after the prescribed forms
are presented to him for signature, enter into a written contract with the Municipality, in accordance with the
bid as accepted, and give bond with good and sufficient surety or sureties, as may be required, for the
faithful performance and proper fulfillment of such contract, then the above obligation shall be void and of no
effect, otherwise to remain in full force and virtue.
By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the Municipality in
liquidation of damages sustained in the event that the aforedescribed bidder, Principal, fails to execute the
contract and provide the bond as provided in the specifications or by law.
IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their seals this
_________ day of ________________, _____, the name and corporate seal of each corporate party being
hereto affixed and these presents duly signed by its undersigned representative pursuant to authority of its
governing body.
Date ________________________________ _____________________________________
Principal
Date ________________________________ _____________________________________
Surety
Rev 1-1-07
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All bidders must submit the following completed form to the governmental body requesting bids per
875 Iowa Administrative Code Chapter 156.
FAILURE TO PROVIDE THIS FORM WITH THE BID MAY DEEM THE BID UNRESPONSIVE.
Bidder Status Form
To be completed by all bidders
Part A
Please answer “Yes” or “No” for each of the following:
☐ Yes ☐ No My company is authorized to transact business in Iowa.
(To help you determine if your company is authorized, please review the worksheet on
the next page).
☐ Yes ☐ No My company has an office to transact business in Iowa.
☐ Yes ☐ No My company’s office in Iowa is suitable for more than receiving mail, telephone calls,
and e-mail.
☐ Yes ☐ No My company has been conducting business in Iowa for at least 3 years prior to the
first request for bids on this project.
☐ Yes ☐ No My company is not a subsidiary of another business entity or my company is a
subsidiary of another business entity that would qualify as a resident bidder in Iowa.
If you answered “Yes” to each question above, your company qualifies as a resident bidder.
Please complete Parts B and D of this form.
If you answered “No” to one or more questions above, your company is a non-resident bidder.
Please complete Parts C and D of this form.
To be completed by resident bidders
Part B
My company has maintained offices in Iowa during the past 3 years at the following addresses:
Dates: _____________ to _____________ Address:
____________________________________
(mm/dd/yyy) City, State, Zip:
_______________________________
Dates: _____________ to _____________ Address:
____________________________________
(mm/dd/yyy) City, State, Zip:
_______________________________
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Dates: _____________ to _____________ Address:
____________________________________
(mm/dd/yyy) City, State, Zip:
_______________________________
You may attach additional sheet(s) if needed.
To be completed by non-resident bidders
Part C
1. Name of home state or foreign country reported to the Iowa Secretary of State:
_____________________________________________________________________________________________
2. Does your company’s home state or foreign country offer preferences to bidders who are residents? ☐ Yes ☐ No
3. If you answered “Yes” to question 2, identify each preference offered by your company’s home state or
foreign country and the appropriate legal citation.
_____________________________________________________________________________________________
_____________________________________________________________________________________________
You may attach additional sheet(s) if needed.
To be completed by all bidders
Part D
I certify that the statements made on this document are true and complete to the best of my knowledge and I
know that my failure to provide accurate and truthful information may be a reason to reject my bid.
Firm Name:
_____________________________________________________________________________________________
Signature:
____________________________________________________________________ Date: ___________________
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Worksheet: Authorization to Transact Business
This worksheet may be used to help complete Part A of the Resident Bidder Status form. If at least one of the
following describes your business, you are authorized to transact business in Iowa.
☐ Yes ☐ No My business is currently registered as a contractor with the Iowa Division of Labor.
☐ Yes ☐ No My business is a sole proprietorship and I am an Iowa resident for Iowa income tax purposes.
☐ Yes ☐ No My business is a general partnership or joint venture. More than 50 percent of the general
partners or joint venture parties are residents of Iowa for Iowa income tax purposes.
☐ Yes ☐ No My business is an active corporation with the Iowa Secretary of State and has paid all fees
required by the Secretary of State, has filed its most recent biennial report, and has not filed
articles of dissolution.
☐ Yes ☐ No My business is a corporation whose articles of incorporation are filed in a state other than
Iowa, the corporation has received a certificate of authority from the Iowa Secretary of State,
has filed its most recent biennial report with the Secretary of State, and has neither received
a certificate of withdrawal from the Secretary of state nor had its authority revoked.
☐ Yes ☐ No My business is a limited liability partnership which has filed a statement of qualification in this
state and the statement has not been canceled.
☐ Yes ☐ No My business is a limited liability partnership which has filed a statement of qualification in a
state other than Iowa, has filed a statement of foreign qualification in Iowa and a statement
of cancellation has not been filed.
☐ Yes ☐ No My business is a limited partnership or limited liability limited partnership which has filed a
certificate of limited partnership in this state, and has not filed a statement of termination.
☐ Yes ☐ No My business is a limited partnership or a limited liability limited partnership whose certificate
of limited partnership is filed in a state other than Iowa, the limited partnership or limited
liability limited partnership has received notification from the Iowa Secretary of state that the
application for certificate of authority has been approved and no notice of cancellation has
been filed by the limited partnership or the limited liability limited partnership.
☐ Yes ☐ No My business is a limited liability company whose certificate of organization is filed in Iowa
and has not filed a statement of termination.
☐ Yes ☐ No My business is a limited liability company whose certificate of organization is filed in a state
other than Iowa, has received a certificate of authority to transact business in Iowa and the
certificate has not been revoked or canceled.
End of Section
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Special Conditions
Affirmative Action Compliance
The City of Ames Affirmative Action Program states that, “all contractors, subcontractors, vendors,
and suppliers doing business on a non-emergency basis with the City or any agency of the City,
under which the contract value of said business between the City and Contractor equals or
exceeds twenty-five thousand dollars ($25,000.00), shall place on file with the City a statement of
Nondiscrimination Policy which is satisfactory to the Affirmative Action Officer of the City”.
In order to comply with the aforementioned, the enclosed statement, “Assurance of Compliance
with the City of Ames, Iowa, Affirmative Action Program”, must be completed, signed by an official
who is authorized and empowered to sign for and enter into binding agreements on behalf of the
company.
The statement must be returned to Casandra Eames, Engagement Coordinator, City of Ames,
Iowa, identifying the Invitation to Bid to which it pertains. The forms need not be returned with the
bid but must be approved prior to execution of the successful bidder’s contract. An approved
Affirmative Action Compliance form is valid for all City of Ames projects bid by that firm for a period
of one year from the date of approval.
Questions on this requirement should be addressed to Casandra Eames, Engagement
Coordinator, City of Ames, 515 Clark Avenue, Ames, Iowa 50010. E-mail:
dschildroth@city.ames.ia.uscasandra.eames@cityofames.org or phone (515) 239-5219.
Name of Firm: ________________________________________________
Street Address: ________________________________________________
City, State, & Zip: ________________________________________________
Authorized Official: ________________________________________________
Date: ________________________________________________
Approved by: ___________________________________________
Date: ___________________________________________
For City of Ames
Use Only
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PART I. ASSURANCE OF COMPLIANCE WITH THE CITY OF AMES, IOWA AFFIRMATIVE ACTION
PROGRAM
Please supply the name of submitting firm in the blank space below:
____________________________________________________ HEREBY AGREES THAT it will
comply with all requirements imposed by or pursuant to the regulations of the City of Ames
Affirmative Action Program, to the end that, in accordance with Titles VI and VII of the Civil Rights
Act of 1964 and other applicable State and Federal laws, orders, and regulations, no person shall,
on the grounds of race, sex, color, creed, national origin, ancestry, religion, age, or disability, be
subjected to discrimination in relation to any contract or activity for which
_____________________________________________________ receives City funds and Hereby
gives assurance that it will immediately take any measures necessary to effectuate this agreement.
_____________________________________________________ recognizes and agrees that
such City funds will be granted in reliance with the agreements made in this assurance, and that
the City shall have the right to seek judicial enforcement of this assurance and/or place its own
sanctions when necessary. This assurance is binding on ____________________________, its’
successors, transferees, and assignees, and the person or persons whose signature appears
below are authorized to sign this assurance on behalf of ________________________.
Part II.
A. Type of Business:
B. Equal Employment Opportunity Officer:
(leave blank if none is employed by the firm)
C. Do you have an adopted Equal Employment Opportunity Statement/ Affirmative Action
Plan? _____ Yes _____ No
D. If yes, how is this disseminated to employees?
Handbook Training Sessions Orientation
Other (specify)
E. Do you actively recruit?
Physically/mentally handicapped Yes No
Veterans Yes No
F. List any recruitment sources used to reach protected groups.
G. Do you have a current Federal EEO-1 Report on file? _____ Yes _____ No
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Instructions for Filling out employment utilization report chart
Firms are to complete columns 1 through 8 and the information in the upper left and right hand
corners.
Column 1
Enter the Title and/or Job Classification of employees (one line per title and/or
classification. Firms may use broad categories such as “Administrative”,
“Professional”, “Technical”, “Clerical”, and “Laborer”.
Column 2 Enter the total number of males, females, and total males plus females in the job
title and/or classification.
Column 3 Enter the total number of male and total number of female employees in the job title
and/or classification who are White (but not of Hispanic origin).
Column 4 Enter the total number of male and total number of female employees in the job title
and/or classification who are Black (but not of Hispanic origin).
Column 5 Enter the total number of male and total number of female employees in the job title
and/or classification who are Hispanic.
Column 6 Enter the total number of male and total number of female employees in the job title
and/or classification who are Asian or Pacific Islanders.
Column 7 Enter the total number of male and total number of female employees in the job title
and/or classification who are American Indian or Alaskan Native.
Column 8 Add columns 4 –7 to determine the total number of male and total number of
female ethnic minorities. Use separate totals for males and females.
Column 9 & 10 Will be completed by the City of Ames.
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APPENDIX A
During the performance of this contract, the contractor, for itself, its assignees and successors in interest
(hereinafter referred to as the "contractor") agrees as follows:
1) Compliance with Regulations: The contractor shall comply with the Regulations relative to non-
discrimination in Federally assisted programs of the Department of Transportation (hereinafter, "DOT')
Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, (hereinafter
referred to as the Regulations), which are herein incorporated by reference and made a part of this
contract.
2) Nondiscrimination: The contractor, with regard to the work performed by it during the contract, shall
not discriminate on the grounds of race, color, national origin, sex, age, or disability in the selection and
retention of subcontractors, including procurement of materials and leases of equipment. The contractor
shall not participate either directly or indirectly in the discrimination prohibited by section 21.5 of the
Regulations, including employment practices when the contract covers a program set forth in Appendix B
of the Regulations.
3) Solicitations for Subcontracts, Including Procurement of Materials and Equipment: In all
solicitations either by competitive bidding or negotiation made by the contractor for work to be performed
under a subcontract, including procurement of materials or leases of equipment, each potential
subcontractor or supplier shall be notified by the contractor of the contractor's obligations under this
contract and the Regulations relative to non-discrimination on the grounds of race, color, national origin,
sex, age, or disability.
4) Information and Reports: The contractor shall provide all information and reports required by the
Regulations or directives issued pursuant there to, and shall permit access to its books, records,
accounts, other sources of information, and its facilities as may be determined by the City of Ames, Iowa,
the Iowa Department of Transportation or Federal Highway Administration to be pertinent to ascertain
compliance with such Regulations, orders and instructions. Where any information required of a
contractor is in the exclusive possession of another who fails or refuses to furnish this information the
contractor shall so certify to the City of Ames, Iowa, the Iowa Department of Transportation or the
Federal Highway Administration as appropriate, and shall set forth what efforts it has made to obtain the
information.
5) Sanctions for Noncompliance: In the event of the contractor's noncompliance with the
nondiscrimination provisions of this contract, the City of Ames, Iowa shall impose such contract
sanctions as it, the Iowa Department of Transportation or the Federal Highway Administration may
determine to be appropriate, including, but not limited to:
a) withholding of payments to the contractor under the contract until the contractor complies, and/or
b) Cancellation, termination or suspension of the contract, in whole or in part.
6) Incorporation of Provisions: The contractor shall include the provisions of paragraphs (1) through (6)
in every subcontract, including procurement of materials and leases of equipment, unless exempt by the
Regulations, or directives issued pursuant thereto. The contractor shall take such action with respect to
any subcontract or procurement as the City of Ames, Iowa, the Iowa Department of Transportation or the
Federal Highway Administration may direct as a means of enforcing such provisions including sanctions
for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is
threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor
may request the City of Ames, Iowa or the Iowa Department of Transportation to enter into such litigation
to protect the interests of the City of Ames, Iowa or the Iowa Department of Transportation; and, in
addition, the contractor may request the United States to enter into such litigation to protect the interests
of the United States.
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GENERAL NOTES FOR CONSTRUCTION
1. NOTICE TO PROCEED
1.1. The contractor shall not proceed with the work until receiving a notice to proceed from the owner’s
representative according to the conditions as given in the Notice To Bidders or prior to the pre-
construction meeting.
2. SCHEDULE
2.1. The contractor shall submit to the engineer a schedule for the performance of the work items. This
schedule shall be provided by the contractor at the project preconstruction conference. No work
shall begin until a schedule has been submitted and accepted. The contractor shall then perform
the work according to the accepted schedule.
2.2. The contractor shall contact the owner’s representative 48 hours prior to the start of construction
unless otherwise directed by the engineer.
2.3. The general contractor shall be responsible for the coordination of work between all equipment
suppliers, crafts, subcontractors, and utility companies involved in the project, including staging of
construction and construction details.
2.4. The contractor will be required to have a representative at the final inspection and will be
responsible to open all manholes and intakes and make all areas of work open and accessible for
inspection by City personnel.
3. PRE-CONSTRUCTION MEETING AND SUBMITTALS
3.1. A pre-construction meeting will be scheduled as directed by the owner.
3.2. If requested by the owner, the contractor shall submit the following documents at , or prior to, the
pre-construction meeting:
3.2.1. A complete list of all employees that will be working within any City facility or on City
property.
3.2.2. Shop drawings showing details of construction and identification of materials as requested
by the owner.
3.2.3. Material Safety Data Sheets (MSDS) for applicable materials.
3.2.4. Project schedule showing beginning and completion dates for various portions of the work
with the value of each portion.
3.2.5. A listing of the subcontractors assigned to each portion of the work not completed by the
prime contractor, along with the bid items each subcontractor will be responsible for.
3.2.6. Names and 24-hour contact information for the contractor and subcontractors.
3.2.7. Contract price breakdown of lump sum bid(s) as requested by the owner.
3.2.8. Schedule of values for all of the work which shall include quantities and prices of items
which when added together equal the contract price. If requested by the owner, the
schedule shall divide the work into component parts in sufficient detail to serve as the basis
for progress payments during performance of the work.
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4. GENERAL CONDUCT OF PROJECT
4.1. The contractor shall take all possible steps to avoid inconvenience to property owners and the
general public during the construction of the project. Such measures shall include dust control and
efforts to minimize noise and inconvenience to pedestrians and vehicular traffic. The project area
shall be kept orderly at all times. All work, employees, equipment, and material shall be limited to
the right-of-way and easements. Care will be taken to ensure maximum cooperation with the City
and property owners concerning the scheduling of work.
4.2. The contractor shall appoint a superintendent, or their duly authorized representative, to be present
and on-site at all times during construction.
5. CODES AND STANDARDS
5.1. The contractor shall conform to the safety requirements of the Williams -Steiger Occupational
Safety and Health Act of 1970 and all current amendments.
5.2. The contractor shall also comply with all applicable laws, building and construction codes, and
other requirements of the City of Ames.
5.3. The contractor shall procure all necessary permits for the construction of the work. The costs for
all required jurisdictional permits and licenses will not be waived by the jurisdiction. The
contractor’s costs for permits, related inspections, and licenses shall be included in the price s bid
on the proposal and shall not be considered as an extra.
5.4. In the case of a conflict between various codes, requirements of the more strin gent code shall
apply.
6. COORDINATION OF CONSTRUCTION
6.1. The contractor’s workdays shall be limited to Monday through Friday. Objectionable levels of noise
shall not take place between 7:00 p.m. and 7:00 a.m. The number of hours the contractor works
on the above days will not be limited. If , for a valid reason, the contractor desires to work on
Saturday or a City holiday and they have the approval of the engineer, the contractor shall
reimburse the City of Ames for any extra engineering costs necessitated by the extra work. This
extra engineering cost will include, but will not necessarily be limited to, inspectors’ and surveyors’
wages plus overtime and equipment used. The contractor may require the City to submit vouchers
or payrolls in support of claims for such extra compensation.
6.2. Except for such work as may be required to properly maintain or protect completed or partially
completed construction, or to maintain lights and barricades, no work will be permitted on Sundays
or legal holidays.
6.3. Before starting to dig, the contractor shall call Iowa One-Call: 1-800-292-8989.
6.4. The contractor shall be required to give notice to the City of Ames construction supervisor of any
street, lane, or drive closure at least 48 hours in advance. The contractor’s superintendent and
project inspector shall jointly deliver notification of driveway closure s to the property owners at least
24 hours in advance. The contractor shall also notify CyRide, Ames Police Department dispatch,
and the US Post Office in the event of a full street closure.
7. STATIONING
7.1. All stationing is based upon baseline measurements.
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8. PROTECTION OF TREES
8.1. The contractor will take necessary precautions to protect trees that overhang the work area. All
trees shall be tunneled in accordance with the City of Ames “Policy for Protection of Public Right of
Way Trees” and the plans, unless otherwise noted. Where trees are present in areas of open cut
construction, excavation shall be done by methods which take extra care not to damage roots 2” in
diameter and larger. Any trees damaged by the contractor during construction shall be trimmed or
replaced, at the direction of the engineer, and at the contractor’s expense. The contractor will be
subject to a $500 fine for each tree that is damaged.
8.2. The contractor shall protect all trees from damage during construction in accordance with city
standards. No open excavation is allowed within a tree dripline. The minimum distance of
tunneling from any side of a tree shall be as follows:
8.2.1. 5 ft. for a 2 – 9 inch tree diameter.
8.2.2. 10 ft. for a 10 – 14 inch tree diameter.
8.2.3. 12 ft. for a 15 – 19 inch tree diameter.
8.2.4. 15 ft. for a tree diameter over 19 inches.
9. UTILITIES
9.1. The contractor shall exercise all due caution when working in the vicinity of pipelines carrying
combustible or toxic materials which are present on this project. Pipeline locations shown on the
plans represent the best information available at the time of plan preparation. Before performing
earthwork, tiling, or excavation within 300 feet of an existing pipeline, the contractor shall notify the
pipeline company and the pipeline company shall mark the location of the pipeline as required by
section 479.47 of the Code of Iowa.
9.2. The location and elevations of utilities indicated on the plans are taken from existing public records.
The exact location and elevation of all utilities must be determined by the contractor. It shall be the
duty of the contractor to ascertain whether any additional facilities other than those shown on the
plans may be present. Utilities damaged or broken by contractor’s operations shall be repaired at
no additional cost to the owner.
9.3. Prior to construction, the contractor shall uncover all utilities to verify their location and elevation
and to identify potential conflicts. The contractor shall immediately notify the engineer of any
potential conflicts.
9.4. Existing utility facilities such as utility poles, underground conduit, guy wires, underground carrier
pipe, and service lines shall be relocated, removed , or adjusted by the respective utility companies.
All utility work does not appear on the plans. Coordination with utilities companies for the location
and access for relocation of their lines shall be the responsibility of the contractor.
9.5. The contractor shall be responsible for such utilities as water appurtenances, storm and sanitary
sewer manholes, and intakes that are to be constructed or adjusted.
9.6. If the contractor damages a water service line, a licensed plumber must be retained to complete
repairs to said service. In addition, the services of a licensed plumber will also be required for curb
stop adjustments.
9.7. All service connections to mains and sewers (water, sanitary, and sump) must be made by a
licensed plumber.
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9.8. Coordination with others (utility companies and other contractors) for relocation or installation of
utilities or items not in this contract shall be the responsibility of the contractor and the cost shall be
considered incidental to this project.
Utility Contacts:
Iowa One Call 1-800-292-8989
Water & Sanitary Sewer City of Ames: Dale Weber (515) 239-5551
Streets/Storm Sewer/Drain Tile City of Ames: Matt Elbert (515) 239-5548
Ames Electric Mark Imhoff (515) 239-5175
Traffic Brad Becker (515) 231-3042
Gas Alliant Energy: Jack Mauss 515-268-3406
Telephone/Internet Century Link: Ken Fullard, 319-651-2175
Telephone/Internet Mediacom: Adam Stevens, 845-587-2491
Telephone/Internet Aureon: Matthew Weiser (515) 830-0497
Unknown
Ag Leader Technology Inc. (no Maps or Contact
information provided after One Call Design Locate, Last
Known Contact: Jennifer Holliday; 515-262-7686;
locates@gotoci.com
Telephone/Internet
Internet Consulting Services (No contact information
provided after One Call Design Locate. Last Known
Contact: Adam Woodard; 515-268-4045; locates@ics-
llc.net
Telephone/Internet
Metro Fibernet (No contact information provided after One
Call Design Locate. Last Known Contact: Lori Kemper;
812-213-1050811; design@metronet.com
Telephone/Internet
United Private Networks (No contact information provided
after One Call Design Locate. Last Known Contact: Joe
Kilzer; 816-425-3556; upngis@upnfiber.com
Unknown
Iowa State University (No contact information provided
after One Call Design Locate. Last Known Contact: Mike
Olson; 515-294-6312; mjolson@iastate.edu
Telephone/Internet
Windstream (No contact information provided after One
Call Design Locate. Last Known Contact: 800-941-3430;
wci.clec.locate@windstream.com
9.9. The City of Ames’ underground facilities do not include service lines and laterals providing service
to private properties. All City of Ames service locates are completed as a courtesy for the
contractor. No guaranty of accuracy is offered, nor shall any be implied. It shall be up to the
excavator to verify exact locations and ascertain the presence of any unmarked lines.
10. CERTIFICATIONS AND TESTS
10.1. Material Samples: Before a contract is awarded, the bidder may be required to furnish a statement
of the origin, composition, and manufacture of any or all materials proposed for use in the
performance of the contract, together with samples of the material. These samples will be
considered as representative and typical of the material to be obtained from any particular source.
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10.2. Material Tests: At any time during the course of the contract, the engineer may require that tests
be conducted on any or all materials used in the performance of the contract.
10.3. Supplier Certification: Prior to the use of a product in the performance of the contract, the supplier
of said product shall submit to the engineer a certificate informing the engineer that the supplier
has examined the specifications contained herewith, and that their product satisfies the standards
required of that type of product.
11. RIGHT-OF-WAY AND EASEMENT
11.1. The contractor shall confine their activities to City of Ames right-of-way or easements obtained by
the City of Ames.
11.2. Copies of easements are available at the engineer’s office. No activities or vehicles will be
permitted outside of this working encroachment except upon established roadways or as
designated by the engineer.
12. WASTE MATERIALS
12.1. All waste materials shall be disposed of at an approved landfill site or other waste disposal site.
Disposal of waste materials shall be in accordance with all applicable Federal, State of Iowa, and
local requirements. Applicable dumping fees will be the responsibility of the contractor.
13. SURVEYS AND STAKING
13.1. The contractor shall perform such surveying and staking as will be necessary for the construction
to comply with the plans and specifications. Construction Survey and Staking shall be in
accordance with IDOT Standard Specification Section 2526. Pedestrian Facility Construction
Survey and Staking shall be in accordance with the City of Ames plans and specifications.
14. EXCAVATION SAFETY/COMPETENT PERSON
14.1. The contractor shall employ and have on site a “competent person” for all projects involving
excavation of earth. A “competent person”, as defined by the U. S. Occupational Safety and Health
Administration (OSHA), is “one who is capable of identifying existing and predictable hazards in the
surroundings, or working conditions which are unsanitary, hazardous, or dangerous to employees,
and who has authorization to take prompt corrective measures to eliminate them”. The contractor
shall identify to the engineer in writing, the name and credentials of the “competent person” prior to
the start of any work involving excavation of earth.
15. WATER SOURCE FOR CONSTRUCTION
15.1. It shall be the responsibility of the contractor to supply the water needed for their construction
operations using a tank wagon or other similar type machinery. Water is available 24/7 at the bulk
water station located at 710 East 13th Street. The bulk water station is coin or bill operated with no
change made.
15.2. Water shall not be drawn from fire hydrants without the use of a hydrant meter. Application for the
use of a hydrant meter is made by contacting the Water Meter Division of the City of Ames (515 -
239-5151). All procedures outlined by the Water Meter Division shall be followed.
15.3. The contractor should take note of the Municipal Code of the City of Ames, Iowa, which states that
no person except an authorized employee of the City is allowed to open or close any hydrant
connected to the City water supply. Any person violating these provisions is guilty of a
misdemeanor and subject to a fine in a sum not exceeding $100.00 or imprisonment not to exceed
thirty (30) days.
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16. REMOVALS
16.1. Removal of existing features shall be considered incidental to other items of work on the project if
not outlined specifically as a bid item. Contractor shall legally and properly dispose of all materials
removed as part of this project.
16.2. The contractor shall coordinate removal and relocation of all permanent traffic signs with the
engineer. The contractor shall notify the engineer 48 hours in advance of any need for removal of
signs. All signs removed shall be delivered to the engineer. Payment shall be considered
incidental to the contract.
16.3. The cost incurred where a section of removal is skipped or where paving is done in sections in
order to maintain access to adjacent properties shall be incidental to the project. Contractor shall
maintain access to residences at all times, unless otherwise noted on the plans.
16.4. Existing storm sewer that is designated to be removed shall be removed only when the
construction has progressed to that location. Drainage shall be maintained at all times.
16.5. All fire hydrants, intake castings, and manhole castings removed as part of the project shall remain
the property of the City of Ames. Contact the Public Works Operations Division (515-239-5550)
once removed.
16.6. The contractor shall be responsible for replacement or re-establishment of survey monuments
(property pins and section corners), which are removed or damaged during construction.
Monuments shall be restored by a licensed land surveyor. The contractor shall notify the engineer
at least two days in advance of any need to relocate and preserve monuments due to the proposed
improvements.
16.7. The contractor shall notify the engineer or owner if rock is encountered during excavation. No
separate payment for rock excavation will be made unless removal requires rock excavating
equipment and prior written authorization by the engineer or owner is provided.
16.8. Pavement joint sawing shall be done using a wet saw method to prevent dust, or by early cut
method when allowed. All pavement saw cuts are incidental to removal and replacement of
pavement and driveways as applicable.
16.9. For city street crossings where permanent pavement will not be installed within one week from the
time the trench is backfilled, the contractor is to place a temporary patch consisting of one-inch (1”)
thick cold patch asphalt or hot mix asphalt over the street backfill to the level of the existing street
surface. If the temporary patch is to remain for more than 30 days, the patch shall be four -inches
(4”) of PCC pavement. The contractor shall maintain the patch for the length of time the patch is in
place. Placement and maintenance of any temporary patch will not be paid for separately and is
considered incidental to the contract.
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17. EROSION CONTROL
17.1. For all projects one acre or more in disturbed area and requiring an NPDES permit, the contractor
agrees to the following statement:
I certify under penalty of law that I understand the terms and conditions of the general National
Pollutant Discharge Elimination System (NPDES) permit that authorizes the storm water
discharges associated with industrial activity from the construction site as part of this certification.
Further, by entering into a contract for this project, I understand that I am becoming a co -permitee,
along with the City and my subcontractors, to the Iowa Department of Natural Resources NPDES
General Permit No. 2 for “Storm Water Discharge Associated with Industrial Activity for
Construction Activities” at the project site. As a co-permitee, I understand that I, and my company,
are legally required under the Clean Water Act and the Code of Iowa, to ensure compliance with
the terms and conditions of the storm water pollution prevention plan developed under this NPDES
permit and the terms of this NPDES permit.
17.2. Erosion control is the responsibility of the contractor during construction and until sod has been
placed, or uniform perennial vegetative cover with a density of 70% for the area has been
established.
17.3. Stabilization shall be completed immediately after completion of finish grading unless otherwise
approved by the engineer.
17.4. The contractor must take precautions to prevent storm water runoff from being impeded or diverted
due to construction operations. Areas disturbed by construction shall be graded to the finished
grade.
17.5. If a project area is abandoned for a period of 14 days or longer, the contractor is required to
stabilize that area at their own expense.
18. EARTHWORK
18.1. Any additional excavation required for ditching operations, small swales , or limited reshaping of
adjacent areas to provide for drainage shall be considered incidental to the project.
18.2. The contractor shall be responsible for keeping sediment and debris deposited by construction
activity off adjacent traffic lanes, parking lots, streets, and driveways. The project site shall be kept
orderly at all times.
18.3. The contractor shall apply necessary moisture to the construction area and haul roads to prevent
the spread of dust. Refer to article 1107.07 of the IDOT Standard Specifications for additional
details.
18.4. Overhaul on this project shall be considered incidental and will not be measured or paid for
separately.
19. CONCRETE
19.1. The contractor is cautioned not to obstruct or remove any unnecessary pavement , or to disturb the
existing traffic pattern more than necessary for the proper execution of the work.
19.2. Special care shall be taken when forming at intersections; short lengths of forms or flexible forms
may be necessary at these locations.
19.3. The estimated quantity for new concrete pavement includes all integral curb, all street returns , and
special areas of repairs to connecting pavements.
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20. MATERIALS TESTING
20.1. Laboratory tests shall be performed by the contractor unless otherwise noted. The contractor shall
provide samples of materials required for laboratory tests.
20.2. Compaction testing shall be considered incidental to other items of work on the project if not
outlined specifically as a bid item.
21. PEDESTRIAN FACILITY COMPLIANCE AND ACCEPTANCE
21.1. The contractor is responsible for constructing all new pedestrian facilities in accordance with the
plans, specifications, and applicable standards. Pedestrian facilities include sidewalks, shared use
paths, pedestrian ramps, and crosswalks.
21.1.1. Upon request, the engineer can provide assistance and guidance on plan interpretation.
However, the contractor is solely responsible for implementing the plans.
21.1.1.1. The design and construction parameters of pedestrian ramps are relatively
narrow. Minor errors in formwork or pavement finishes can significantly affect the final
results. Because of this, special care and attention should be taken when setting formwork
and/or finishing the various elements of pedestrian ramps including , but limited to, adjacent
curb and gutter, ramp lip, truncated dome placement, widths, running slopes , and cross
slopes.
21.1.1.2. A pay-item for Pedestrian Facility Construction Survey and Staking has been
added to account for the anticipated extra effort to comply with the strict ADA standards on
City of Ames projects. No extra payments for will be made.
21.2. No payment will be made for pedestrian facilities as described in Section 21.1 until pedestrian
facility compliance is verified by the engineer.
21.3. Initial review of pedestrian facility compliance will be made by the engineer no more than 5
business days after the contractor reports to the engineer that the entire shared use path section,
sidewalk section, crosswalk section, or pedestrian ramp is complete. Partial acceptance of
pedestrian facilities will not be made. (i.e. the 6” sidewalk ramp and landing pad will not be
accepted until the 4” sidewalk tie-ins are completed and ALL elements of the pedestrian ramp are
determined to be compliant.)
21.4. Compliance of pedestrian facilities will be determined by the engineer via the use of a smart level.
Measurements will take place after construction and shall be within the tolerances called out in the
plans. If any element falls outside the specified tolerances, the pedestrian facility will be
determined non-compliant. The contractor shall remove and replace all non-compliant elements
and any additional items necessary to bring the pedestrian facility into compliance such as, but not
limited to, newly placed curb and gutter. Pedestrian facility replacements shall be completed at no
additional cost to the city.
21.4.1. In the event the contractor does not agree with the engineer, they can present their own
information at no additional cost to the city. This may be through the use of another,
properly calibrated smart level in the presence of the engineer, or through the use of a
Total Station. No GPS verification will be allowed. The engineer will respond to the
additional information provided by the contractor within 5 business days.
21.4.1.1. If the contractor presents data confirming non-compliance, the contractor shall
remove and replace the pedestrian facility at no cost to the City.
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21.4.1.2. If the contractor presents data confirming they are in compliance, and the City
accepts that data, the Engineer will determine the pedestrian facility is within compliance.
21.4.1.3. If the contractor presents data showing they are in compliance, and the City
has cause to believe the data may be in error, the City will re-evaluate the pedestrian
facility. The City will then provide written documentation of the survey data, possible
concerns, and required actions, if any are necessary for final acceptance.
21.4.2. In the event the contractor has cause to believe the city is in error after Section 21.4.1, a
third-party survey can be requested in writing by the contractor. The city will then hire a
third-party surveyor to verify the newly constructed pedestrian facility via the use of a total
station.
21.4.2.1. By requesting this, the contractor is agreeing to pay the third-party surveyor
fees through a change order of the contract if the pedestrian facility is determined out of
compliance. The contractor also agrees to remove and replace any non-compliant
pedestrian facility at no cost to the city.
21.4.2.2. If the pedestrian facility is determined to be compliant, the contractor will not be
charged for any of the third-party survey work and the pedestrian facility will be determined
compliant by the engineer.
21.4.3. Once compliance of the pedestrian facility has been verified and accepted, the contractor
shall submit as-built drawings for each verified and accepted location to the Engineer. The
as-built will include, but is not limited to, distances and slopes within the facility.
22. FINAL SUBMITTALS
22.1. Upon completion of the contract work, the contractor shall submit copies of project documents as
requested by the owner. This may include, but is not limited to, as -built drawings certified by an
architect or engineer licensed in the State of Iowa, final inspection documents, warranty
certificates, and operation and maintenance manuals.
End of Section
Rev 3-4-20
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SPECIAL PROVISIONS
1. GENERAL
1.1 These Special Provisions shall apply to the 2024/25 Airport Entryway Improvements
2. INSURANCE REQUIREMENTS
2.1 Minimum Scope Of Insurance: Coverage shall be at least as broad as:
2.1.1 Insurance Services Office form number CG 00 01 covering Commercial General Liability.
2.1.2 Insurance Services Office form number CA 00 01 covering Automobile Liability, comprehensive
form.
2.1.3 Worker’s Compensation insurance as required by the Laws of the State of Iowa and Employers
Liability insurance.
2.2 Minimum Limits of Insurance: Contractor shall maintain limits no less than:
2.2.1 General Liability: $1,000,000 combined single limit per occurrence for bodily injury, personal
injury and property damage.
2.2.2 Automobile Liability: $1,000,000 combined single limit per accident for bodily injury and property
damage.
2.2.3 If required by statue, Workers’ Compensation and Employers Liability: Statutory Workers’
Compensation limits as required by the laws of the State of Iowa.
2.2.4 Builder’s Risk insurance shall be in an amount not less than the total value of construction.
2.3 Deductibles and Self-insured Retentions: Any deductibles or self-insured retentions must be declared to
and approved by the City of Ames. At the option of the City of Ames, either the insurer shall reduce or
eliminate such deductibles or self-insured retentions as respects the City of Ames, its officials and
employees; or the contractor shall procure a bond guaranteeing payment of losses and related
investigations, claim administration and defense expenses.
2.4 Other Insurance Provisions: The policies are to contain, or to be endorsed to contain, the following
provisions:
2.4.1 General Liability and Automobile Liability Coverages.
2.4.1.1 The City of Ames, its officials, employees, and volunteers are to be covered as insured
as respects: liability arising out of activities performed by or on behalf of the contractor;
products and completed operations of the contractor, premises owned, occupied or used
by the contractor, or automobiles owned, leased, hired, or borrowed by the contractor.
The coverage shall contain no special limitations on the scope of protection afforded to
the Agency, its officers, officials, employees, or volunteers.
2.4.1.2 Any failure to comply with reporting provisions of the policies shall not affect coverage
provided to the City of Ames, its officials, employees, or volunteers.
2.4.2 Workers’ Compensation and Employers Liability Coverage.
2.4.3 To the fullest extent provided by the laws of Iowa, the insurer shall agree to waive all rights of
subrogation against the City of Ames, its officials, employees, and volunteers for losses arising
from work performed by the contractor for the City.
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2.5 All Coverages: Each insurance policy required by this clause shall be endorsed to state that coverage
shall not be suspended, voided, cancelled by either party, reduced in coverage or in limits except after
thirty (30) days’ prior written notice by certified mail, return receipt requested, has been given to the City.
2.6 Acceptability Of Insurers: Insurance is to be placed with insurers with a Bests’ rating of no less than
A:VII.
2.7 Verification Of Coverage: Contractor shall furnish the City with certificates of insurance and with original
endorsements effecting coverage required by this clause. The certificates and endorsements for each
insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf.
The certificates and endorsements are to be on standard insurance company forms or forms provided
by the City and are to be received and approved by the City before work commences. The City
reserves the right to require complete, certified copies of all required insurance policies, at any time.
2.8 Subcontractors: Contractor shall include all subcontractors as insured under its policies or shall furnish
separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall
be subject to all of the requirements stated herein.
2.9 Indemnification: To the fullest extent permitted by law, the contractor shall indemnify and hold harmless
the City of Ames, their agents, and employees from and against all claims, damages, losses, and
expenses, including, but not limited to attorneys’ fees arising out of or resulting from the performance of
the work, provided that any such claim, damage, loss, or expense (1) is attributable to bodily injury,
sickness, disease, or death, or to injury to or destruction of tangible property (other than the work itself)
including the loss of use resulting therefrom; and (2) is caused in whole or in part by any negligent act or
omission of the contractor, any subcontractor, anyone directly or indirectly employed by any of them or
any one for whose acts, any of them may be liable.
2.10 In no case will the contractor’s coverage be constructed to provide coverage for acts of negligence
alleged to be caused by the sole negligence of employees of the City of Ames.
3. COMPLETION DATES
3.1 If the contractor elects to work in the calendar year 2025, work shall be completed no later than the
designated contract completion date of August 1, 2025. If the contractor elects to work in the calendar
year 2026, work shall be completed no later than the designated contract completion date of August 7,
2026.
4. LIQUIDATED DAMAGES
4.1 Should the contractor fail to complete the work as specified and by the designated completion date or
dates, they shall reimburse the City for any extra engineering costs necessitated by the continuance of
the work beyond the time specified for completion. In addition, liquidated damages will be assessed as
specified for work beyond the designated completion date or dates.
5. WARRANTIES AND GUARANTEES
5.1 Maintenance Of The Work: The contractor shall provide a maintenance bond for the improvements of
this project. Unless otherwise stated, the length of the maintenance bond shall be 2 years. The
guaranteed maintenance period shall be four (4) years for new paving.
End of Section
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TRAFFIC CONTROL
1. GENERAL REQUIREMENTS
1.1. Traffic control questions shall be discussed with the Traffic Engineer or the Project Engineer.
1.2. The Temporary Traffic Control bid item includes the measures required to accommodate
pedestrian and vehicle access to adjacent businesses and residences throughout construction.
Refer to the plan sheets for more information regarding access throughout construction.
1.3. Prior approval of the engineer is required for changes to the phasing shown in the plans.
1.4. All traffic control devices shall be furnished, erected, maintained, relocated, and removed by the
contractor. The contractor shall provide traffic control maintenance during all working and non -
working hours. The name and telephone number for the contractor’s contact person responsible
for traffic control matters shall be provided to the engineer.
1.5. Proposed sign spacing may be modified as approved by the engineer to meet existing field
conditions or to prevent obstruction of the motorists’ view of permanent signing.
1.6. “Traffic Control” shall include the cost for all traffic control measures required of the contractor
except for those which are separate bid items or are incidental to other bid items. This includes ,
but is not limited to, vehicle, bicycle, and pedestrian traffic control.
1.7. The contractor may not impact traffic (vehicular or pedestrian) in a new phase until restoration of
the current phase has been completed including, but not limited to, pedestrian access across street
pavement and all required traffic control is in place.
1.8. The contractor shall work diligently towards completion of the project once the work is started.
Failure to do so on the contractor’s part may constitute a breach of contract and result in the owner
seeking remedies described in the General Terms and Conditions and/or special conditions.
2. TRAFFIC CONTROL FOR CONSTRUCTION AND MAINTENANCE WORK WITHIN THE CITY’S
RIGHT-OF-WAY
2.1. Refer to SUDAS Section 8030 for Standard Road Plans for Traffic Control. Arrow Boards shall be
required for all Collector and Arterial roadways as defined by The Iowa DOT’s Urban Federal
Functional Classification Map of Ames, Iowa. Prior approval from the Traffic Engineer is required
to waive the arrow board requirement.
2.2. Traffic control measures can be altered when work activities are very short -term (up to one hour).
For these activities, vehicular equipped flashing devices may be used to warn and divert traffic.
These devices must be mounted on the top of the vehicle and do not consist of flashing vehicular
taillights.
2.3. The City will not be responsible for providing any traffic control devices unless otherwise noted.
2.4. If construction or maintenance is being performed within City right-of-way without proper traffic
control devices, the City will shut down work activities immediately until the proper devices are
placed.
2.5. Work zone speed limits shall be submitted to the Engineer via written request for approval per
Municipal Code Sec. 26.79 (Street Work Zone Regulations). DOT jurisdictional roadway work zone
speed limits require approval from the Iowa DOT – District 1.
Rev 01/13/2020 End of Section
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City of Ames Supplemental Specifications to SUDAS (2023 Edition)
Date of Last Revision: 5-1-23
Division 1: General Provisions and Covenants
Section 1010: General Conditions
1.03 DEFINITIONS AND TERMS
Working Day. Delete: “Saturdays” Add: Saturdays will not be excluded from working day counts if the
contractor’s work requires inspection.
Add: Care Period. If no warranty is listed in contract documents, care period is 9 months from date of
application.
Add: Major Item of Work. Any contract item (pay item) for which the original contract amount plus
authorized additions is more than 10% of the original contract sum, or $25,000, whichever is less.
Section 1040: Scope of work
1.06 INCREASE OR DECREASE OF WORK
B. Delete and Replace with the Following: Unless such alterations, increases, or decreases materially
change the character of the work to be performed or the cost thereof, the altered work shall be paid for at the
same unit prices as other parts of the work.
Quantity changes, for major items as defined by COA Supplemental Specification 1010.1.03, amounting to
20% or less of the total bid for an item shall not affect the unit price of that item.
When a major item of work, is increased in excess of 120% or decreased below 80% of the original contract
quantity. Any allowance for an increase in quantity shall apply only to that portion in excess of 120% of the
original contract item quantity. The adjustment in unit price, excluding profit, for an under run in excess of
20% will be computed on the difference between the actual quantity and 80% of the original contract
quantity.
EXAMPLE:
If 100 units are in a contract and the item meets the major item definition and only 50 units are installed. The
difference between 80% of the contract quantity and the actual installed quantity (50%) is 30 units.
20 units will be paid at the contract price
30 units will be paid at a new, agreed to, unit price.
If, however, the character of the work or the unit costs thereof is materially changed, due to unforeseen
events, an allowance shall be made on such basis as may have been agreed to in advance of the performance
of the work.
1.09 CHANGED SITE CONDITIONS
B. Compensation:
Add: 3. Under no circumstances will payment for down time be made by the City of Ames as project field
issues are being resolved. The City of Ames will take all necessary action to resolve issues in a timely
manner.
1.10 DISPUTED CLAIMS FOR EXTRA COMPENSATION
A. Basis of Claim for Extra Compensation:
Add: 6. Under no circumstances will payment for down time be made by the City of Ames as project field
issues are being resolved. The City of Ames will take all necessary action to resolve issues in a timely
manner.
1.11 DELAYS CAUSED BY THE JURISDICTION
Add: Under no circumstances will payment for down time be made by the City of Ames as project field
issues are being resolved. The City of Ames will take all necessary action to resolve issues in a timely
manner.
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Section 1050: Control of work
1.12 SALVAGE
A. Delete and Replace with the following: All manhole and intake castings, hydrants, and valves shall be
carefully salvaged and returned to the City of Ames.
Section 1060: Control of Materials
1.04 STORAGE OF MATERIALS
Add: On contracts for which the contract sum is $10,000 or more, payments may be allowed at the discretion
of the Engineer.
Section 1070: Legal Relations and Responsibility to the Public
2.01 SANITATION
Add: If the duration of the project, in any phase, is 72 hours or more, on -site restroom facilities shall be
provided. No additional payment will be made, and any costs shall be incidental.
2.02 CONVENIENCE AND SAFETY
B. Protection of Workers and the Public:
Delete: “when exposed to traffic or construction equipment in the right-of-way.” and Replace with: “within
the construction zone, no exceptions.”
2.07 PROTECTION OF ABOVEGROUND AND UNDERGROUND FACILITIES
Add: E. The City of Ames performs locates for utility services (water and sewer) as these services, in the
City of Ames, are owned by the property owner, not the City of Ames. Utility service locates for water and
sewer are courtesy locates and the contractor is solely responsible for determining the exact location of all
utility service connections. The City of Ames does not assume responsibility for the exactness of these
courtesy locates and any damage caused by a contactor shall be immediately repaired at the Contractor’s
expense by a plumber licensed to do work in the City of Ames.
Add: F. Potholing activities within pavement: Core holes shall be replaced with a minimum size patch of
4’x4’ or full sidewalk/shared use path panel unless otherwise approved by the Engineer, and the patch shall
be Class C concrete. Class M concrete may be used with approval of the Engineer. Asphalt patches may be
utilized only on asphalt/sealcoat streets and only with approval of the Engineer. Asphalt patches shall be a
minimum of 4’x4’ and the mix shall meet SUDAS Specification 7020. The core hole plug is not to be
utilized to fill the hole. Pothole locations are to be filled and maintained with granular material immediately
after use to ensure that the hole does not present a danger.
Add: G. Potholing activities outside pavement : Immediately after use, holes outside of the pavement shall
be backfilled with sand to no closer than 8” from the top of the existing surrounding soil. These areas shall
then be immediately filled with topsoil, seeded, and maintained at grade until permanent growth is fully
established.
Add: H. Potholing activities within sidewalks and pedestrian ramps: If potholing activities affect any
portion of a pedestrian ramp, any elements of the ramp that do not meet current ADA standards shall be
replaced and brought into ADA compliance in accordance with Supplemental Specification Section 7030.
The affected panels shall be removed and replaced with class C concrete. Class M concrete may be used
with approval of the Engineer.
Add: I. Temporary ADA Compliance: Potholes shall be patched or temporarily made ADA compliant
within 48 hours of potholing. All pothole locations shall be immediately filled with granular material and
maintained such that there is no danger to the public. Protection in sidewalk areas shall meet ADA
requirements for trip hazards. If the protection cannot meet ADA requirements, a fully compliant pedestrian
detour shall be set up according to the City of Ames Standard Traffic Control Plans until the panels are
replaced.
2.16 GARBAGE SERVICES
Add. 2.16 GARBAGE SERVICES: The contractor shall coordinate with local trash services for trash
collection during the project with notification of project impacts to trash collection. No additional payment
will be made unless otherwise specified in the contract documents.
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Section 1080: Prosecution and Progress
1.01 SUBLETTING OR ASSIGNMENT OF CONTRACT
A. Work by Contractor:
Add: 4. Any and all service work shall be performed by a plumber licensed with the City of Ames and in
accordance with the Ames Municipal Plumbing Code. The contractor shall coordinate the work to be done
so that it does not impede the progress of the project as a whole.
Add: 5. All traffic signal service work shall be performed with a licensed IMSA Signal Level II technician
onsite.
1.04 PRECONSTRUCTION CONFERENCE
Add: The contractor shall provide a minimum of 5 business days’ notice to schedule a preconstruction
meeting. No work or utility locates shall take place until the preconstruction conference has been held.
Work shall commence no more than one month after the preconstruction meeting.
1.06 WEEKLY RECORD OF WORKING DAYS
B. Working days will be charged under the following circumstances:
2. After Commencement of Work:
Delete: Working days will be charged for Sundays and recognized legal holidays the contractor does work.
Add: Working days will be charged for Saturdays, Sundays and recognized legal holidays the contractor
does work requiring inspection.
Delete: As an incentive to the Contractor to expedite the work, working days will not be charged for
Saturdays that the Contractor does work, unless a mandatory six-day work week is specified in the contract
documents.
1.10 CONTRACTOR’S EMPLOYEES, METHODS, AND EQUIPMENT
B. Workers:
Add: 3. When working in the City of Ames, shirts shall be worn at all times. Clothing with profane or
offensive words or designs are not allowed. Workers wearing profane or offensive words or designs must
leave the construction site until wearing clothing that is deemed acceptable by City of Ames staff.
Division 2: Earthwork
Section 2010: Earthwork, Subgrade, and Subbase
1.08 MEASUREMENT AND PAYMENT
F. Below Grade Excavation (Core Out):
2. Payment:
Delete: “existing embankments or following proof rolling operations.” and Replace with: “embankments
constructed as part of the project or once the grade has been approved following a successful proof rolling
test.”
M. Compaction Testing:
1. Delete and Replace with the following: The contractor will be responsible for compaction testing and
payment for testing unless otherwise specified in the contract documents .
Add: 4. Work shall not progress until all required compaction testing reports are submitted to the Jurisdiction
by the Contractor, or their testing Subcontractor, and approved by the Jurisdiction.
2.01 TOPSOIL
Delete: “1 inch (1/2 inch for turfgrass seeding)” and Replace with: “3/8 inch”
2.04 FOUNDATION MATERIALS
D. Subbase:
1. Special Backfill:
Add: c. Recycled HMA (Hot Mix Asphalt) will not be allowed for special backfill under new PCC
pavement.
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3.04 EMBANKMENT CONSTRUCTION
C. Depositing Embankment Material:
1. Add: No embankments shall be built on frozen earth.
Add: F. Density Reports: Density reports shall be submitted to the Contractor and to the City within 3 days
of the test being performed. No work shall progress until reports have been submitted, approved, and/or
corrective action taken on deficient test results.
3.06 SUBGRADE PREPARATION
A. Uniform Composition:
4. Add: The City of Ames shall verify subgrade elevations prior to placement of subbase material.
Add: 5. A disk or plow shall be used for turning soil for drying. If conditions do not allow enough space for
a disk or plow, the material shall be opened up for drying via other methods, proposed by the Contractor and
with the approval of the Jurisdictional Engineer. Use of a ripper for turning soil will not be allowed.
B. Subgrade Stability:
1.a. Delete: A single axle or tandem truck fully loaded with rock or soil to the top of the truck’s sideboards;
or
b. Delete: A single axle truck loaded with a rear axle weight of 13,500 pounds and total vehicle weight of
20,000 pounds or a tandem axle truck loaded with rear axle weight of 34,000 pounds and a total weight of
46,000 pounds. Verify axle and truck weights by tickets from a certified scale.
Replace with: “Perform proof rolling with a tandem axel truck loaded with a minimum net weight of 15 tons
of material. Proof rolling operations for verification of subgrade shall be jointly observed by the Contractor
and City of Ames Staff.”
2.Delete: “or rutting of more than 2 inches, measured from the top to the bottom of the rut at the outside
edges”. and Replace with: “Tire rutting during proof rolling will be unacceptable.”
3. Delete and Replace with the following: If soft or yielding areas are located, the Contractor shall provide
subgrade preparation per 2010.3.06.A.2 and allow adequate time for the material to dry at no additional cost.
Should the area fail the second proof rolling operations, a method of stabilization will be determined and
agreed to jointly by the Engineer and the Contractor. The agreed stabilization method will be paid for
utilizing existing contract items. If no appropriate contract items exist, the stabilization will be paid for by
extra work order.
D. Subgrade Check:
Add: Contractor shall have survey stakes and string line set prior to performing the subgrade check.
Contractor and City of Ames staff shall jointly verify subgrade elevations.
3.08 SUBBASE
D. Final Elevation:
2. Add: Contractor shall have survey stakes and string line set prior to performing the subbase check.
Contractor and City of Ames staff shall jointly verify subbase elevations.
3.09 FIELD QUALITY CONTROL
B. Moisture Content and Density:
1. Delete and Replace with the following: Ensure that moisture content falls within a range of -1% to +3%
of optimum moisture.
Division 3: Trench and Trenchless Construction
Section 3010: Trench Excavation and Backfill
1.08 MEASUREMENT AND PAYMENT
F. Trench Compaction Testing:
Delete and Replace with the following: The contractor will be responsible for compaction testing and
retesting and all testing and retesting payments unless otherwise specified in the contract documents .
Density reports shall be submitted to the Contractor and to the City within 3 days of the test being performed.
Work shall not progress until reports have been submitted, approved, and/or corrective action taken on
deficient test results.
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2.01 MATERIALS EXCAVATED FROM A TRENCH
C. Over-excavation:
Add: No additional compensation will be made for minor adjustments to elevations due to field conditions.
3.05 PIPE BEDDING AND BACKFILL
A. General:
Add: 7. Pipe embedment shall be R-2 for storm sewer pipe, F-3 for sanitary sewer pipe, and P-1 for water
main.
Add: F. Compaction: Compaction shall be achieved utilizing equipment as outlined in Iowa DOT Standard
Specification Section 2001, General Equipment Requirements.
3.06 TRENCH COMPACTION TESTING
C. Field Testing:
2. Test Failure and Retesting:
Delete: “the Engineer may require retesting as deemed necessary.” and Replace with: “submit all failed test
results to the Jurisdiction.”
Section 3020: Trenchless Construction
3.04 TRENCHLESS INSTALLATION
Add: E. Impact on Existing Sewers: For any installation by trenchless construction, the Contractor shall
verify that sanitary and storm sewer main, including residential services, have not been impacted by the
installation. The method of verification shall be either by visual inspection at critical crossings jointly with
City staff, or by televising. If televising is used, the report shall be submitted to the City for review prior to
acceptance and payment for the work and/or closure of the right -of-way permit. Any locations discovered to
be in conflict shall be repaired immediately at no cost to the City.
Division 4: Sewers and Drains
Section 4010: Sanitary Sewers
2.01 SANITARY SEWER (Gravity Mains)
A. Add: This gravity sewer main material may be used only with approval of the Engineer.
B. Add: This gravity sewer main material may be used only with approval of the Engineer.
C. Add: This gravity sewer main material may be used only with approval of the Engineer.
D. Add: This gravity sewer main material may be used only with approval of the Engineer.
H. Add: This gravity sewer main material may be used only with approval of the Engineer.
I. Add: This gravity sewer main material may be used only with approval of the Engineer.
J. Add: This gravity sewer main material may be used only with approval of the Engineer.
2.04 SANITARY SEWER SERVICES
A. Connection to Main:
4. VCP Main:
a. Delete and Replace with the following: Replace the section of VCP from nearest joint to nearest joint or
a minimum of 5 feet with truss type PVC or other pipe material approved by the Engineer. Install a wye or
tee service fitting as specified for the pipe material used.
Delete: b.
3.02 GRAVITY SEWER INSTALLATION
A. General:
7. Delete and Replace with the following: Use a watertight stopper, plug, or other approved means to
protect the exposed upstream ends of the pipe and prevent soil sediment from entering the sanitary sewer
system.
Add: 8. Sewer main stubs shall extend at least one full length of pipe from a manhole structure.
Add: 9. No use of repair or maintenance products on new construction without prior approval of Engineer.
B. Trenched:
3. Add: A pipe laser shall be used to verify line and grade.
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3.06 SANITARY SEWER SERVICE STUBS
C.
5. Delete: “as required by the Jurisdiction or as specified in the contract documents.” and Replace with:
“with a 14-foot long wood 2x4 that is painted green and wrapped with metallic tape, or as required by the
Jurisdiction, or as specified in the contract documents.”
Section 4020: Storm Sewers
1.07 SPECIAL REQUIREMENTS
Add: Use Class R-2 Pipe Embedment from Figure 3010.102 (SW-102) for storm sewer pipe installations
3.02 PIPE INSTALLATION
A. General:
3. Delete: “non-shrink grout or”
Add: 9. No use of repair or maintenance products on new construction without prior approval of Engineer.
Section 4050: Pipe Rehabilitation
1.07 SPECIAL REQUIREMENTS
A. Add: Contractor shall coordinate with the City of Ames Water Meter Shop (515 -239-5151) to determine
the location of the water meter and all water meter requirements.
B. Delete: “Jurisdiction” and Replace with: “Contractor”
Section 4060: Cleaning, Inspection, and Testing of Sewers
2.01 TESTING EQUIPMENT
A. General:
B. Video Inspection:
3. Add: Electronic files saved to a portable media device such as a flash drive are preferred by the City of
Ames.
Add: 4. Video inspectors shall be NASSCO, PACP Certified.
3.01 CLEANING
A. Delete: “flushing with high pressure water” and Replace with: “jetting”
3.02 VIDEO INSPECTION
A. General:
1. Remove and replace: Conduct video inspection of all new and rehabilitated sanitary and storm sewers pipe
sections within 60 days of all backfill and compaction operations being completed, but prior to paving
operations.
Add: 5. All service taps shall be installed prior to video inspection.
Division 5: Water Mains and Appurtenances
Section 5010: Pipe and Fittings
1.08 MEASUREMENT AND PAYMENT
Delete: C. 2. Fitting by Weight
Delete: E. Water Service Stubs by Length
2.02 BOLTS FOR WATER MAIN AND FITTINGS
B. Other Bolts and Nuts
Delete 1. Stainless Steel
Delete 2. Ductile Iron
2.03 FITTINGS
A. For DIP and PVC
1. a. Delete 16 inches and replace with 14 inches.
b. Delete 16 inches and replace with 14 inches.
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2.04 CONCRETE THRUST BLOCKS
A. Add: Alternative concrete mixes or other materials may be used with approval of the Engineer.
2.05 PIPELINE ACCESSORIES
B. Tracer System:
1. Tracer Wire:
a. Open Cut:
2) Bimetallic Copper Clad Steel Conductor:
a) Size:
Delete and Replace with: #12 AWG
b. Directional Drilling/Boring:
1) Bimetallic Copper Clad Steel Conductor:
a) Size:
Delete and Replace with: #10 AWG
4. Splice Kit:
Delete and Replace with the following: Tracer wire splice kits shall be a 3M Direct Bury Splice (DBR/Y-6)
or an equivalent system approved by the Engineer.
5. Tracer Wire Station: Add Use a steel wire tracer pedestal that bolts to the hydrant.
2.07 WATER SERVICE PIPE AND APPURTENANCES
B. Materials:
3. PVC Pipe:
Delete: “ASTM D 1785, Schedule 80 or ASTM D 2241, SDR 21.” and Replace with: “C900 with wall
thickness of DR 14.”
3.01 PIPE INSTALLATION
A. General:
1. Add: “discolored,” after “use”
8. Delete: “when specified in the contract documents,”
10. Delete: “during nights and non-working days.” and Replace with: “immediately after individual pipe
segments are installed in the trench.”
B. Trenched:
1. Add: Use P-1 Pipe Embedment from Figure 3010.104 (SW-104) for water main pipe installations.
Granular material shall not be used for bedding or backfill material.
3.05 TRACER SYSTEM INSTALLATION
C. Delete: “lower quadrant” and Replace with: “top”
F. Add: “(looped)” after “wires”
Add: H. Use only bimetallic copper clad steel conductor during boring operations per 5010.2.05,1,B.
Add: I. At tapping valves or cut-in valve installations, tracer wire is to be installed along the outside of all
valve boxes, inserted into a 2” minimum vertical slot located below the bottom of the valve box lid, and
looped in a continuous fashion.
Add: J. Contractor to supply splice and grounding rod location documentation prior to connectivity testing.
3.06 CONFLICTS
Add: Comply with all Iowa Department of Natural Resource comply with all Iowa Department of Natural
resources water main and sewer separation requirements.
Figure 5010.102 (WM-102)
Add to the end of the first sentence of Note 1: to maintain a continuous tracer wire run within the tracer
wire system.
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Section 5020: Valves, Fire Hydrants, and Appurtenances
1.08 MEASUREMENT AND PAYMENT
F. Valve Box Adjustment, Minor:
Add: Valve box adjustment rings will be incidental. Tracer wire connections, if present in the existing
fixture, shall be restored incidental to any fixture adjustment.
G. Valve Box Extension:
1. Measurement:
Add: Tracer wire connections, if present in the existing fixture, shall be restored incidental to any fixture
adjustment.
H. Valve Box Replacement:
3. Includes:
Add: Tracer wire connections, if present in the existing fixture, shall be restored incidental to any fixture
adjustment.
J. Fire Hydrant Assembly Removal:
3. Includes:
Delete: “(if specified)”
K. Valve Removal:
3. Includes:
Delete: “(if specified)”
L. Valve Box Removal:
3. Includes:
Delete: “(if specified)”
2.01 VALVES
D. Tapping Valve Assemblies:
Add: 8. Thrust Blocks: Poured concrete reaction block meeting 5010.2.04 or mortared cap block shall be
placed behind tapping valve sleeves for support. A maximum of 6 solid cap blocks (nominal 4”x 8”x 16”)
may be used. Only full blocks shall be used, no breaking of the blocks will be allowed. No other material
shall be used without approval of the Engineer.
2.02 FIRE HYDRANT ASSEMBLY
B. Manufacturers:
Add: Allowable new or replacement hydrants in the City of Ames: Clow, Model: Medallion; Mueller: Super
Centurion; and Waterous, Model: Pacer (WB-67-250).
C. Features:
Delete: 6.
Add: 7. Operating Nut: Pentagonal, size 1.5 inches.
Add: 8. Pumper Nozzle: 5 inch, with a 4.5 inch Storz type hydrant converter and nut cap, AWWA
compliant.
Add: 9. Nozzle Threads: National Standard.
Add: 10. Main Valve Nominal Opening Size: Match hydrant run pipe size.
Add: 11. Nominal Bury Length: 6 feet.
Add: 12. Minimum Height: 32 inches from top operating nut to bury depth mark.
D. Painting:
2. Add: Public hydrants shall be green in color: #2033 Hydrant Dark Green, silicone enamel, Klinger Paint
Company, Cedar Rapids, Iowa.
2.03 APPURTENANCES
A. Flushing Device (Blowoff):
Delete and Replace with the following: Hydrants are required for blowoffs and for all 4” or larger water
service stubs.
C. Valve Stem Extension:
Add: Valve stem extensions shall be a minimum 1” diameter solid steel shaft extension. Set screws on valve
stem extensions are to be removed and not used for connection at the operating nut. Hollow shaft stems and
stems with a roll pin at the bottom of the extension to allow pivoting of the stem at the valve will not be
allowed.
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Add: D. Holding Spools: Holding spools (minimum 12” long) are required between all valves and tees. No
additional measurement or payment will be made.
3.03 FIRE HYDRANT
D. Fire Hydrant Depth Setting:
Add: 4. No more than one hydrant extension is allowed per hydrant.
3.04 ADJUSTMENT OF EXISTING VALVE BOX OR FIRE HYDRANT
A. Minor Valve Box Adjustment:
Add: Tracer wire connections, if present in existing fixture, shall be restored by placing a cut 1" below the
lowest point on the valve box lid while the lid is inside of the valve box so as not to damage the tracer wire
with the valve box lid and the valve box itself rubbing against each other. Final grade set by drop in valve
box riser.
B. Valve Box Extension:
Add: Tracer wire connections, if present in existing fixture, shall be restored by placing a cut 1" below the
lowest point on the valve box lid while the lid is inside of the valve box so as not to damage the tracer wire
with the valve box lid and the valve box itself rubbing against each other. Final grade set by drop in valve
box riser.
C. Valve Box Replacement:
Add: Tracer wire connections, if present in existing fixture, shall be restored by placing a 2" minimum
vertical slot through valve box below the lowest point on the valve box lid while the lid is inside of the valve
box so as not to damage the tracer wire with the valve box lid and the valve box itself rubbing against each
other.
Figure 5020.201 (WM-201)
Add note: All pipe in the fire hydrant assembly shall be ductile iron, including the anchor pipe and riser
pipe.
Add note: Unmixed dry concrete is not allowed for thrust blocks.
Section 5030: Testing and Disinfection
1.07 SPECIAL REQUIREMENTS
Add: Comply with the procedures and requirements stipulated in the supplemental document titled “City of
Ames Water Main Disinfecting, Flushing, and Testing Using the Continuous-Feed Method”.
3.04 PRESSURE AND LEAK TESTING
E. Add: All new fire hydrant assemblies 10 feet in length or greater shall be pressure tested.
I. Delete and Replace with: No leakage is allowed.
Delete: J.
Delete: K.
Division 6: Structures for Sanitary and Storm Sewers
Section 6010: Structures for Sanitary and Storm Sewers
2.02 PRECAST
Delete and Replace: Unless specified, use of pre-cast structures, for storm sewer intakes in the City of
Ames, will be allowed only with approval of the Engineer. Approved structures shall comply with ASTM C
478 and no additional compensation will be made for coring into the structure due to minor field adjustments
of inlet and outlet pipes and subdrains.
2.03 CAST-IN-PLACE
A. Concrete:
Add: An M-4 concrete mix may be used for intake bases with approval of the Engineer.
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2.09 MANHOLE OR INTAKE ADJUSTMENT RINGS (Grade Rings)
A. Delete: 1. Reinforced Concrete Adjustment Rings:
2. High Density Polyethylene Adjustment Rings:
Add: e. For use on storm sewer structures only.
3. Expanded Polypropylene Adjustment Rings:
Add: d. Shall be used for sanitary sewer manholes. Contractor has the option to also use for storm sewer
structures.
2.10 CASTINGS (Ring, Cover, Grate, and Extensions)
C. Composite: Add: Requires Engineer’s prior approval for the use of composite castings.
E. Casting Types:
1. Manholes:
Add: Manhole castings shall be 2 piece fixed castings. Use of 3 piece casting for storm sewer manholes may
be allowed with approval of the Engineer. For all manhole castings located in a flood plain, provide bolt
down covers. All castings shall comply with figures SW-601 and SW-602. Concrete box outs for manholes
in PCC paving shall comply with figure PV-103. Concrete box outs for manholes in HMA paving shall
comply with figure PV-201. All manholes in paving shall be gasketed.
Table 6010.03: Manhole Casting Types
Footnote 2: Delete: “may” and Replace with: “shall”
2. Intakes:
b. Delete: “may” and Replace with: “shall”
2.11 ADDITIONAL MATERIALS FOR SANITARY SEWER MANHOLES
B. Riser Section Coating:
1. Exterior:
Delete and Replace with the following: All sanitary sewer manholes shall have bituminous waterproofing
on all exterior concrete surfaces.
2.13 STEPS
Delete: 2.13 Section (Steps are not allowed.)
3.02 ADDITIONAL REQUIREMENTS FOR CAST-IN-PLACE CONCRETE STRUCTURES
A. Forms:
2. Add: On intake replacement projects the Jurisdictional Engineer may allow the exterior walls of the intake
to be poured against undisturbed earth where the vertical face is true, and the wall thickness will not exceed 8
inches in width.
3.05 CONNECTION TO EXISTING MANHOLE OR INTAKE
C. Sanitary Sewer:
1. General:
Add: c. All connections shall be inspected by City of Ames staff prior to acceptance.
2. Cored Opening:
a. Add: Connector shall be “Link-Seal” modular type or approved equal.
Delete: 3. Cut and Chipped Opening (Knock-out)
D. Storm Sewer:
1. Delete: “and Chipped”
Delete: a.
2. Cored Opening:
Delete: a.
Figure SW-514
Delete: Sheet 3 (Not allowed in the City of Ames.)
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Division 7: Streets and Related Work
Section 7010: Portland Cement Concrete Pavement
1.07 SPECIAL REQUIREMENTS
Add: A. Fixtures: When placing PCC, the Contractor shall protect adjacent fixtures from concrete splatter or
direct contact with the concrete. Fixtures include, but are not limited to, light poles, light pole bases,
controller cabinets, hand holes, buildings, manhole lids, water valve lids, and fire hydrants.
Add: B. Maturity Testing: If a valid maturity strength curve is not available for the concrete mix provided,
a C4 mix shall be used with a minimum of 5 days cure prior to opening for sealing operations. The
contractor, at their option, may hire an independent testing company to make, cure, and test flexural strength
specimens in accordance with IDOT IM 316 to verify the pavement meets opening strength requirements
should they wish to shorten the minimum cure time, at no additional cost to the City.
3.02 PAVEMENT CONSTRUCTION
F. Concrete Pavement Placement:
1. Delete and Replace with the following: Use a slip-form paving machine for all pavement 8.5 feet or
more in width and 150 feet or more in length. For pavement sections less than 8.5 feet in width and/or less
than 150 feet in length, screed finish methods may be used.
Add: 10. Minimum Pavement Thickness Table:
Minimum PCC Pavement Thickness
Street Classification
Pavement Thickness
Commercial /
Industrial
Residential /
Fringe Rural
Local (on grade) (1) 8"
(7" Reinforced)
8"
(7" Reinforced)
8"
(7" Reinforced)
Local (on minimum 6” subbase) 7" 7" 7"
Minor Collector (1) 8" 8" 8"
Major Collector Special Design (See SUDAS Design Manual Section 5F)
Minor/Major Arterial Special Design (See SUDAS Design Manual Section 5F)
(1) Load Transfer Devices Required
M. Pavement Backfill:
Add: “or slipform curb and gutter” after “paving”
3.03 CURB AND GUTTER CONSTRUCTION
A. Add: Construct curb and gutter as per the City of Ames curb standard with 30” width and heights of 7” at
the face and 12” at the back with a 1” tilt onto curb. An ‘ED’ Joint is required at each end of a radius.
B. Delete and Replace with the following: Use a paving machine for curb and gutter sections 150 feet or
more in length. For curb and gutter sections less than 150 feet in length, hand placement/finish methods may
be used.
Add: C. No asphalt shall be placed against curb less than 72 hours old unless maturity testing of the curb has
been successfully completed in accordance with IDOT IM 383 or flexural strength testing has been
successfully completed in accordance with IDOT IM 316. All testing shall be done by the contractor and
witnessed by City staff for verification.
Add: D. All curb and gutter shall be backfilled prior to placement of any adjacent pavement.
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3.07 QUALITY CONTROL
C. Pavement Smoothness:
1. Straightedge:
Delete: “The Engineer will check PCC pavement surfaces with a 10 foot straightedge placed parallel to the
centerline.” and Replace with: “The Contractor will check PCC pavement surfaces in the presence of City
staff with a 10 foot straight edge or “bump buggy” placed parallel to the centerline.”
Figure 7010.102 (PV-102)
Delete: the 6” standard curb detail. (See the City of Ames curb detail below.)
Section 7011: Portland Cement Concrete Overlays
1.08 MEASUREMENT AND PAYMENT
A. PCC Overlays:
1. PCC Overlay, Furnish Only:
c. Includes: Delete and Replace: Unit price includes the PCC furnished and incorporated into the PCC
overlay.
Section 7020: Asphalt Pavement
1.07 SPECIAL REQUIREMENTS
Add: A. Asphalt surface placement in subdivisions shall be delayed a minimum of one calendar year from
the final date of Asphalt base placement.
Add: B. Asphalt surface placement in subdivisions shall not take place in the fall season after the date of
October 15th without the approval of the Engineer.
3.01 ASPHALT PAVEMENT
H. Minimum Pavement Thickness Table:
Minimum Asphalt Pavement Thickness
Street Classification Surface Course
Thickness
Intermediate/Base
Course Thickness
Total Pavement
Thickness including
Surface Course
C/I Res Rural C/I Res Rural C/I Res Rural
Local 2" 2" 2" 7" 6" 7" 9" 8" 9"
Minor Collector 2" 2" 2" 8" 7" 7" 10" 9" 9"
Major Collector Special Design (See SUDAS Design Manual Section 5F)
Minor / Major Arterial Special Design (See SUDAS Design Manual Section 5F)
C/I = Commercial/Industrial at 5% Trucks
Intermediate/Base Course Thickness may be reduced 1” for every 6” of subbase material placed for up to 12”
of subbase material.
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3.02 BASE WIDENING
D. Construction:
2. Delete “4 1/2” and Replace with: “4”
3.05 PAVEMENT SMOOTHNESS
A. Straightedge:
Delete: “The Engineer will check Asphalt pavement surfaces with a 10 foot straightedge placed parallel to
the centerline.” and Replace with: “The Contractor will check Asphalt pavement surfaces in the presence of
City staff with a 10 foot straight edge or “bump buggy” placed parallel to the centerline.”
Section 7030: Sidewalks, Shared Use Paths, and Driveways
1.07 SPECIAL REQUIREMENTS
Add: A. S-Sheets: Design elements for curb ramps to be shown on City approved “S -Sheets” similar to
those utilized by the Iowa DOT.
Add: B. Pedestrian Facility Construction: Pedestrian facilities shall be installed in conjunction with street
and curb and gutter improvements and verified per Section 7030.3.04.G. Acceptance of street and curb and
gutter improvements will not be granted if this condition is not met.
Add: C. Pedestrian Facility Curb Drops: Grinding or cutting pedestrian facility curb drops is not
permitted. Where pedestrian facility curb drops are required, the PCC curb and gutter shall be new
construction or removed and replaced.
2.01 PORTLAND CEMENT CONCRETE
A. Delete: “A or”
B. Table 7030.01: PCC Mixes
Delete: “A or”
2.07 DETECTABLE WARNINGS
Delete and Replace with the following: Detectable warning panels (truncated domes) shall be TufTile 10
GA. Galvanized Steel with Brick Red Powder Coat (Federal Color 22144)
3.04 PCC SIDEWALKS, SHARED USE PATHS, AND DRIVEWAYS
F. Jointing:
2. Transverse Contraction Joints:
b. Sidewalks and Driveways:
3) Delete and Replace with the following: Transverse contraction joints shall be sawed within 12 hours of
placement with a 1/8 inch blade saw from edge to edge.
4. Isolation Joints:
c. Add: Isolation joints shall be sealed, including joints that abut the back of curb.
Add: G. Pedestrian Facility Compliance and Acceptance:
1. General: The contractor is responsible for constructing all new pedestrian facilities in accordance with the
plans, specifications, and applicable standards. Pedestrian facilities include sidewalks, shared use paths,
pedestrian ramps, and crosswalks.
a. City and Subdivision Projects:
1) Upon request, the engineer can provide assistance and guidance on plan interpretation. However,
the contractor is solely responsible for implementing the plans.
2) The design and construction parameters of pedestrian ramps are relatively narrow. Minor errors in
formwork or pavement finishes can significantly affect the final results. Because of this, special care
and attention should be taken when setting formwork and/or finishing the various elements of
pedestrian ramps including, but not limited to, adjacent curb and gutter, ramp lip, truncated dome
placement, widths, running slopes, and cross slopes.
3) A pay-item for Pedestrian Facility Construction Survey and Staking has been added to account for
the anticipated extra effort to comply with the strict standards of all City of Ames projects. No extra
payment for this item will be made.
4) The Contractor installing the pedestrian facilities shall have a set of construction plans on site.
b. Private Construction and Private Utility Projects:
1) The design of the affected facility shall be done by the project owner’s engineer.
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2) Upon request, the project owner’s engineer can provide assistance and guidance on plan
interpretation. However, the contractor is solely responsible for implementing the plans.
2. Payment: No payment will be made for pedestrian facilities as described in Section 21.1 until the
pedestrian facility compliance with the approved plan is verified by the Engineer.
3. Review: Initial review of Pedestrian Facility plan compliance will be made by the Engineer no more than
5 business days after the Contractor reports to the Engineer that the entire shared use path section, sidewalk
section, crosswalk section, or pedestrian ramp is complete. Partial acceptance of pedestrian facilities will not
be made. (i.e. 6” sidewalk ramp and landing pad will not be accepted until 4” sidewalk tie -ins are completed
and ALL elements of the pedestrian ramp are determined compliant.)
4. Determining Compliance: Plan compliance of pedestrian facilities will be determined by the Engineer via
the use of a smart level. Measurement will take place after construction and shall be within the tolerances
called out in the plans. If any element falls outside the specified tolerances, the pedestrian facility will be
determined non-compliant. The contractor shall remove and replace all non-compliant elements and any
additional items including, but not limited to, newly placed curb and gutter, as necessary in order to bring the
pedestrian facility into compliance at no cost to the City.
a. In the event the contractor does not agree with the Engineer, they can present their own information at
no additional cost to the City. This may be in the format of using another, properly calibrated smart
level in the presence of the Engineer, or through the use of a total station. No GPS verification will be
allowed. The Engineer will respond to the additional information provided by the contractor within 5
business days.
b. If the contractor presents data confirming non -compliance, the contractor shall remove and replace the
pedestrian facility at no cost to the City.
c. If the contractor presents data confirming they are in compliance, and the City accepts that data, the
Engineer will determine the pedestrian facility is within compliance.
d. If the contractor presents data showing they are in compliance, and the City has cause to believe the
data may be in error, the City will re-evaluate the pedestrian facility. The City will then provide written
documentation of the survey data, possible concerns, and required action if any are necessary for final
acceptance.
5. 3rd Party Survey: In the event the contractor has cause to believe the City is in error after Section
7030.3.04.G.4, a third party survey can be requested, in writing, by the contractor. The City will then hire a
third party surveyor to verify the newly constructed pedestrian facility via the use of a total station.
a. By requesting this, the contractor is agreeing to pay the third party surveyor fees through a change
order of the contract if the pedestrian facility is determined out of compliance. The contractor also
agrees to remove and replace any non-compliant pedestrian facility at no cost to the City.
b. If the pedestrian facility is determined to be compliant, the contractor will not be charged for any of
the third party survey work and the pedestrian facility will be determined compliant by the Engineer.
6. As-Built Drawings: Once compliance of the pedestrian facility has been verified and accepted, the
Contractor shall provide the Engineer with as-built drawings for each verified and accepted location. The as-
built will include, but is not limited to, distances and slopes within the facility.
3.10 CLEANING
Add: D. Prior to opening the sidewalks and pedestrian crossings, the Contractor shall clean the detectable
warning panels of all superfluous concrete and remove the plastic covering after the concrete is cured such
that the panel surface is clean and the truncated surface is fully functional.
Figure 7030.101
Add note: Driveway curb opening widths for new pavement shall conform to Table 5I -4.01 of the SUDAS
Design Manual. Expansion material shall be fiber board with a total of 1" of total expansion between the
back of curb and either edge of the sidewalk (i.e. 1” at back of curb, none at edge of sidewalk OR ½” at back
of curb and ½” at edge of sidewalk).
Figure 7030.102
Delete: Application of this detail shall not be used in the City of Ames. Integral driveways are not allowed
without approval of the Jurisdictional Engineer.
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Figure 7030.204
Add note: All ramp to pavement connections shall be BT-3 joints.
Figure 7030.205
Add note: All ramp to pavement connections shall be BT-3 joints.
Figure 7030.206
Add note: All ramp to pavement connections shall be BT-3 joints.
Figure 7030.207
Add note: All ramp to pavement connections shall be BT-3 joints.
Section 7040: Pavement Rehabilitation
1.08 MEASUREMENT AND PAYMENT
C. Partial Depth Patches:
4. Extra Payment:
Delete and Replace with the following: When partial depth patches are constructed to full depth at the
direction of the Engineer, payment will be at the contract unit price for full depth patches or at the unit price
negotiated via change order.
Division 8: Traffic Control
Section 8010: Traffic Signals
2.01 UNDERGROUND
A. Handhole:
1. General:
Add: d. No additional handholes are to be installed during construction unless approved by the Jurisdictional
Engineer.
3. Composite Handhole and Cover:
Add: The final handhole before entering the controller cabinet shall be a 30 inch by 48 inch by 24 inch deep
heavy duty QUAZITE® style enclosure, box identification #PG3048BA24, and shall have a Heavy Duty 2 -
Piece cover with 2 bolts set, cover identification #PG3048HS00, or approved equivalent box and cover.
B. Conduit:
Delete: 2. Steel Conduit and Fittings: (No rigid steel conduit is to be used in the City of Ames.)
C. Wiring and Cable:
2. Signal Cable:
Delete and Replace with the following: Signal Cable shall be multi-conductor copper wire, and meet the
requirements of IMSA Specification 19 -1. All Signal Cable shall be stranded 14 A.W.G. wire. All splices to
IMSA Specification 19-1 cable must be done using moisture resistant Scotchlok 314 type connector or an
approved equivalent.
2.02 DETECTION
Add: Type and Model of pedestrian and vehicular detection shall be specified or submitted and approved by
the Jurisdictional Engineer.
2.03 COMMUNICATIONS
Add: Type and Model of pedestrian and vehicular signal communication shall be specified or submitted and
approved by the Jurisdictional Engineer.
2.04 CABINET AND CONTROLLER
Add: Type and Model of pedestrian and vehicular cabinets and controllers shall be specified or submitted
and approved by the Jurisdictional Engineer.
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2.05 POLES, HEADS, AND SIGNS
Add: Type and Model of pedestrian and vehicular poles, heads, and signs shall be specified or submitted and
approved by the Jurisdictional Engineer.
2.05 Poles, Heads, and Signs
C. Traffic Signal Poles and Mast Arms
2. Pole Design: Delete 60 feet and replace with 55 feet
Figure 8010.104
Delete: The Rectangular Detector Loop detail. (This style of inductive loop vehicle detectors shall not be
used in the City of Ames.)
Delete: The Section A-A detail and Replace with: Section A-A from the Modified Diamond Detector Loop
Figure 8010.19 shown below:
Section 8020: Pavement Markings
2.01 MATERIALS
B. Pavement marking materials include:
Add: 11. Preformed thermoplastic.
3.02 CONSTRUCTION
B. Surface Preparation:
Add: 5. Removal of existing pavement markings may be by vacuum blasting, shot blasting, or high pressure
water blasting. Open abrasive blasting without containment will not be allowed. The equipment and method
used shall be recommended by the manufacturer. Pavement grinding or grooving for removal of pavement
markings, symbols, or legends will not be allowed without prior approval of the Engineer.
C. Painted Pavement Markings:
Add: Pavement markings shall be grooved, high-build waterborne paint pavement markings unless otherwise
approved by the Engineer. Pavement markings installed outside of grooves shall be removed via water
blasting and reinstalled within the grooves at the Contractor’s expense. If waterborne or solvent based paint
is allowed, longitudinal pavement markings on HMA (Hot Mix Asphalt) shall be applied in two passes, with
beads spread during the second pass. The second pass shall be laid no sooner than two hours after the first
pass. HMA pavement shall be clean and free of all debris prior to painting. Payment shall be per station
(100 LF) of finished markings, regardless of the number of paint passes.
Add: L. Symbols and Legends: Symbols and legends shall be 90mil border contrast thermoplastic unless
otherwise approved by the Engineer. Symbols and legends shall be grooved into the pavement per
8020.3.02.J. Pavement shall be cleaned and free of all debris prior to placing symbols as per 8020.3.02.B.
Payment shall be per each symbol.
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Section 8030: Temporary Traffic Control
1.03 SUBMITTALS
A. Delete and Replace with the following: Traffic control plans shall be submitted at least 48 hours in
advance, that includes stages/phasing for approval by the Engineer. This is subject to change for emergency
situations.
B. Add: “48 hours” after “approval”
3.01 INSTALLATION
B. Sign Posts
Add: The Engineer has the discretion to waive this requirement, upon specific request.
3.03 QUALITY CONTROL
A. Traffic Control Technician:
Add: The Engineer has the discretion to waive this requirement, upon specific request.
B. Monitoring and Documentation:
5.
Add: The Engineer has the discretion to waive the traffic control diary requirement, upon specific request.
Section 8040: Traffic Signals and Posts
1.08 MEASURE AND PAYMENT
C. Wood Posts: Delete
F. Round Steel Posts: Delete
H. Round Steel Post Anchors: Delete
2.03 POSTS
A. Wood Post: Delete
D. Rounds Steel Post and Anchors: Delete
Division 9: Site Work and Landscaping
Section 9010: Seeding
1.03 SUBMITTALS
Add: C. At the pre-construction meeting and/or prior to any contract work commencing, submit a written
watering plan detailing the equipment to be used, the water source, and the manpower to be used towards
meeting the specified watering requirements.
1.08 MEASUREMENT AND PAYMENT
A. Conventional Seeding:
1. Seeding:
a. Measurement:
Add: If construction limits or easement limits are not defined in the contract documents, the jurisdictional
engineer shall determine the limits of measurement for pay.
3.04 CONVENTIONAL SEEDING
C. Seedbed Preparation, Permanent:
2. Delete “3 inches.” and Replace with: “6 inches.”
D. Seedbed Preparation, Temporary:
Delete “5 inches” and Replace with: “6 inches”
3.05 HYDRAULIC SEEDING
D. Seed Application, Fertilizing, and Mulching:
3. Add: “or other approved water source” prior to “using”
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Section 9020: Sodding
1.03 SUBMITTALS
Add: D. At the pre-construction meeting and/or prior to any contract work commencing, submit a written
watering plan detailing the equipment to be used, the water source, and the manpower to be used towards
meeting the specified watering requirements.
1.08 MEASUREMENT AND PAYMENT
A. Sod:
1. Measurement:
Add: If construction limits or easement limits are not defined in the contract documents, the jurisdictional
engineer shall determine the limits of measurement for pay.
3.01 PREPARATION OF SODBED
D. Delete: “depth of 3 inches.” and Replace with: “depth of 6 inches.”
Section 9030: Plant Material and Planting
1.03 SUBMITTALS
Add: F. At the pre-construction meeting and/or prior to any contract work commencing, submit a written
watering plan detailing the equipment to be used, the water source, and the manpower to be used towards
meeting the specified watering requirements.
Section 9040: Erosion and Sediment Control
1.08 MEASUREMENT AND PAYMENT
D. Filter Socks:
1. Installation:
b. Payment:
Add: “excluding any overlap.” to the end of the sentence
2. Removal:
b. Payment:
Add: “excluding any overlap.” to the end of the sentence
2.18 INLET PROTECTION
A. Drop-in Intake Protection:
Add: 4. Below grate inlet protection shall be installed as soon as possible after streets are paved.
Delete: B. Surface-applied Intake Protection: (Surface-applied intake protection shall not be used in the
City of Ames.)
3.05 COMPOST BLANKETS
A. Delete and Replace with: When placed in conjunction with seeding, loosen the ground surface to a depth
of 6 inches.
3.09 WATTLES
A. Installation:
7. Add: Installation per IDOT Figure EC-204 is also acceptable.
Division 11: Miscellaneous
Section 11,050: Concrete Washout
2.01 CONCRETE WASHOUT
C. Prohibited Products:
Add: “Unlined” prior to “silt fence”
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ITEM #:18
DATE:03-25-25
DEPT:ELEC
SUBJECT:BAKER SUBDIVISION GEOTHERMAL WELL INSTALLATIONS - PROJECT
COMPLETION
COUNCIL ACTION FORM
BACKGROUND:
The City pursued the installation of geothermal heat pump systems to be installed in Baker Subdivision.
The geothermal systems would provide space heating, cooling, and boost water heating efficiency for
all the single-family homes in the subdivision. This project proposal was motivated by an effort to
advance environmental sustainability of the subdivision developed by the City, while maintaining
affordable utility costs for the mixed-income neighborhood. The system would help to balance the
seasonal load and utilization of existing electric infrastructure and reduce community greenhouse gas
emissions.
On February 9, 2021, City Council awarded a contract to Thorpe Water Development Company, of
Ankeny, Iowa, in the amount of $235,835 (inclusive of sales tax). Installation of the geothermal wells
was completed in July 2021 and a field report from the design engineer was completed in August 2021.
However, during the installation, three of the 27 wells had to be moved from their original location to
obtain the required setback from a buried storm sewer pipe. The storm sewer pipe was adjusted from its
original position during installation in the field. Additional easement agreements had to be created
between the City and the new owners of the adjoining property that was affected. Council approved
these agreements in March 2024.
Another issue regarding permit fees arose in summer 2023 when City staff was informed by the Story
County Health Department that no permits had been approved for the geothermal wells that had been
installed. According to the bid documents, permitting the wells was the responsibility of the well driller.
However, City staff was informed that the driller was operating under the incorrect assumption that the
new wells were covered under a previously approved permit for a test well installed in 2020.
After discussions with Story County and the Iowa DNR staff, it was determined that although a test well
permit had been granted, it did not exempt the City's additional wells from permitting requirements,
which is to obtain a permit for each structure meant to receive a geothermal system. City staff
continued working with the County and Iowa DNR and was able to retroactively obtain permits for
each well system in February 2024. The City paid $150 for each well system for a total of $4,050.
Three change orders were administratively approved by staff during the project:
Change Order No. 1, in the amount of $2,500 was added to include staking the construction
site, which was not part of the original bid.
Change Order No. 2, was to deduct ($5,381.35) in order to reduce the size of the pipe in the
specifications.
Change Order No. 3, was to deduct ($5,745.34). There are two items making up this total
189
deduction, 1) a deduction of $1,695.34 due to a payroll adjustment that Thorpe Water
Development made when changing its personnel on the job, and 2) a deduction of $4,050 to
reimburse the City for permit fees.
The City has paid Thorpe Water Development $219,695.39 to date. The amount of retainage
being held by the City is $7,512.92. All the requirements of the contract have been met by Thorpe
Water Development and the Engineer has provided a certificate of completion. Therefore, the
retainage can now be released.
ALTERNATIVES:
1. Accept the Geothermal Well Installation at Baker Subdivision project as completed by Thorpe
Water Development Company, of Ankeny, Iowa, in the amount of $227,208.31 (inclusive of
sales tax) and release retainage.
2. Delay the completion of the project and hold the retainage.
CITY MANAGER'S RECOMMENDED ACTION:
The project has now been completed in accordance with the approved plans and specifications.
The project engineer has issued a certificate of completion. Therefore, it is the recommendation of
the City Manager that the City Council adopt Alternative No. 1, as noted above.
In regards to the one well on Lot 18 that substantially encroaches into the year yard, Ames
Electric Services will be responsible to pay for the abandonment of this well and drilling of a new
well if necessary for the maximum use of the lot.
ATTACHMENT(S):
Engineer's Statement of Completion - Baker Subdivision Geothermal Well Project.pdf
190
191
To:Mayor and City Council
From:Kelly Diekmann, Director of Planning and Housing
Date:March 21, 2025
Subject:Response from City Attorney and Fire Chief regarding Proceeding with
Annexation
Item No. 19
MEMO
City Council reviewed the status of the proposed northern Ames annexation, which
includes the Ames Golf and Country Club (AGCC) and homes within the Irons
Subdivision, at the March 11 meeting. The AGCC and Irons properties are subject to
agreements obligating them to apply for annexation at the City's request. After initiating
the annexation and failing to receive a substantial number of annexation applications, the
March 11 discussion was held to seek direction from Council regarding how to proceed.
The original report with its alternative can be found at this link.
At the meeting, Council directed staff to sever the Borgmeyer related lands and to
proceed with its annexation separately from the Irons and AGCC properties. Notably,
by splitting the annexation area, the AGCC land is the most significant component
of pursuing annexation, as its land area alone would allow for an 80/20 annexation
of the Irons properties regardless of status of the individual Irons homeowner
submitting applications.
City Council also received a letter from the AGCC on March 11 questioning certain
elements of the original agreement and proceedings for annexation (See attached).
The letter indicated that AGCC did not want to be annexed at this time but would
be willing to discuss future annexation. At the March 11 meeting, Council directed
staff to provide a response regarding fire protection and an opinion about the legal
status of the agreement for the March 25 meeting. Attached are memos regarding
these topics. The Fire Chief believes the facilities serving the area are consistent with our
normal firefighting practices and as a career fire department, it has staff at three stations
24-hours a day to respond to emergencies. The City Attorney's office opined that the
agreement is valid as a covenant and the agreement to annex at City Council direction
still applies.
With the information provided to Council, staff now seeks direction on how to proceed.
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
192
#1. Direct the City Attorney to send notice requesting annexation applications from the
Irons and AGCC by April 30 and notifying those who remain noncompliant that court
action will be pursued to compel performance of the covenant. With annexation, initiate
rezoning of the properties to FS-RL (Original Staff Recommendation)
#2. Request annexation applications from the Irons and AGCC by April 30 with an offer
to transition City imposition of taxes over three years on a 75%, 50%, 25% abatement
schedule. With annexation, initiate rezoning of the properties to FS-RL.
#3. Direct staff to reach out to representatives of AGCC for meeting before April 2nd to
discuss their proposed timeline of annexation to not occur until the sanitary sewer and
water mains reach the southern boundary of the Irons subdivision. (Suggested by AGCC
Attorney in a March 20th email.
#4. Agree not to initiate annexation until such time in the when the Irons subdivision
would become island as a result of an annexation. (Suggested by Daryle Vegge in a
March 9th email to the City Council)
ATTACHMENT(S):
Water Pressure Memo for CC - March 25 2025 Mtg._.docx
City Attorney Memo to Council.pdf
AGCC Letter to City Council March 11th
J. Schroeder - City of Ames & AGCC, Annexation Follow up.pdf
D. Vegge - Annexation of the Irons.pdf
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
193
FIRE
MEMO
515.239.5109 main 1300 Burnett Ave.
Ames, IA 50010
www.CityofAmes.org
Fire Department
To:Ames City Council
From:Rich Higgins, Fire Chief
Date:March 19, 2025
Subject:Water Pressure Evaluation in Proposed Annexation Area of Ames Golf &
Country Club
During the March 11, 2025, City Council meeting, while discussing Item
#33 – "Update on Applications Received for North Ames Voluntary
Annexation of Multiple Properties Generally between George W. Carver
Avenue and Hyde Avenue," Council reviewed a letter from Jonathan L.
Schroeder of Fredrikson & Byron legal firm, representing the Ames Golf &
Country Club. The letter raised concerns about annexation, including
whether the Ames Fire Department could provide adequate fire protection
without assistance from the Franklin Township Fire Department's water
tanker truck due to potentially insufficient water pressure from Xenia fire
hydrants.
The Council requested that the Fire Chief evaluate the water pressure
concerns and report back at the March 25 meeting.
CURRENT FINDINGS:
The Ames Golf & Country Club and The Irons receive water service from Xenia
Rural Water District for both domestic use and fire protection. According to
Kevin Lyons, Distribution Manager for Xenia Rural Water District, this area is
served by an 8” water main. The 8” water main is fed by 10” water mains on
both the north and south ends. The static water pressure in that area from the 8”
water main is 90 – 110 PSI. The water system for that area was built using Iowa
SUDAS (Statewide Urban Design and Specifications), which specifies water
system components like water main size, pressure, hydrants, etc. This is the
same standard that the City of Ames uses.
STAFF COMMENTS:
The Ames Fire Department is a career fire department that maintains 24/7
coverage with 12 – 18 full-time personnel on duty at any given time, operating
194
out of three strategically placed fire stations. As a career fire department,
personnel are already at the station, ensuring immediate and consistent
response capability at all times.
Based on communication with Xenia Water Distribution Manager Kevin
Lyons and consultation with COA Utility Maintenance Supervisor Dale
Weber, I can confirm that the existing water mains meet or exceed City of
Ames standards for size, pressure, and flow rates necessary for effective
fire suppression by the Ames Fire Department, without the need of a
tanker truck. The water supply system includes strategically placed
hydrants with spacing that complies with our City's fire code requirements
and SUDAS.
195
Caring People Quality Programs Exceptional Service
515.239.5146 main
515.239.5142 fax
515 Clark Ave.
Ames, IA 50010
www.CityofAmes.org
Legal Department
MEMO
Legal Department
To: Mayor Haila, Ames City Council
From: Mark O. Lambert, City Attorney
Date: March 21, 2025
Subject: Letter from Ames Golf & Country Club attorney
On March 11, 2025, the Council received a letter from Jonathan Shroeder,
attorney representing the Ames Golf & Country Club. At the March 11 City
Council meeting, the Council directed me to respond to the legal issues raised
in that letter.
By way of background, the Ames Golf & Country Club (AGCC) agreed to the
Covenant and Annexation agreement in May 2014. This was recorded with the
County Recorder’s office on May 22, 2014.
Covenants in Iowa are valid for a period of 21 years per Iowa Code 614.24.
We are now approximately 11 years since the covenant was agreed to and
recorded, so we are well within that 21-year time frame.
AGGC now maintains that the agreement/covenant expired after ten years,
citing Iowa Code section 614.17A. That Iowa Code section says that “an action
shall not be maintained in a court, either at law or in equity, in order to recover
or establish an interest in or claim to real estate if all of the following conditions
are satisfied: a. The action is based upon a claim arising more than ten years
earlier or existing for more than ten years…” [Underling added.] That Iowa
Code section then allows such a claim to be renewed every ten years if certain
steps are taken, and AGCC says the City did not take such steps to preserve
the claim, and therefore the agreement/covenant is no longer valid.
The problem with AGCC’s argument in this regard is that this Code section talks
about an action to establish an interest in or a claim to property, and an
annexation is neither of these. An interest or claim in property would be such
196
things as a claim to full or partial ownership, a right of first refusal, and option to
purchase, and the like. The agreement/covenant addresses annexation of
the properties – an annexation is not a claim on the property or the
assertion of an interest in the property.
In fact, the court decision AGCC cites in its letter, West Lakes Properties, L.C. v.
Greenspon Prop. Mgmt., Inc., 908 N.W.2d 883 (Iowa Ct. App. 2017) is a case
involving Iowa Code section 614.17A and a right of first refusal that had not
been extended following the procedure spelled out in the statute. The appeals
court held that a right of first refusal is an interest in a property, so the
underlying matter was subject to Iowa Code 614.17A. In the present situation,
the underlying matter is an annexation, not an interest in the property, so
section 614.17A is inapplicable.
In a case not cited in the AGCC’s letter, 129 State L.L.C., vs. Howard 209, L.C.,
943 N.W.2d 57 (Iowa Ct. App. 2020), the Iowa Court of Appeals addressed the
issue of whether use restrictions in a covenant were subject to the 10-year
limitation in section 614.17A and held that they were not. One party was
alleging a violation of a use restriction in a covenant, and the other party
asserted that the use restriction had expired after the 10-year deadline in
614.17A, which had elapsed and had not been renewed. The court held that
Iowa Code section 614.24’s 21-year effective period applied to the use
restriction in the covenant, not the 10-year period in section 614.17A. A
covenant requiring voluntary annexation of a property is much more akin to a
use restriction than an interest in the property.
So, because the annexation agreement is a covenant, covenants are
effective for 21 years and we are within the 21 years, and Iowa Code
section 614.17A is not applicable because an annexation is not an interest
in or claim to property, the agreement/covenant for annexation is valid and
enforceable.
197
The AGCC letter, in numbered paragraph 2, also asserts that the City Council
was proceeding with the annexation without making a finding that said
annexation would “serve the best interests of the City” as stated in paragraph 4
of the agreement/covenant. Paragraph 4 states “The City Council may
conclude that the annexation of said Real Estate to the City on the terms and
conditions hereinafter set forth would service the best interests of the City." I
do not read this as a specific requirement that the Council formally make a
finding or approve a statement that the annexation would serve the best
interests of the City. Rather, the Council deciding to proceed with the
annexation is indicative of the fact that the Council believes it would serve the
best interests of the City. However, if the Council decides to proceed with the
annexation now, the Council can make such a determination as the matter
progresses.
#
198
March 11, 2025
Sent via email only to MayorCouncil@cityofames.org
City of Ames
Attn: City Council and Staff
515 Clark Ave
Ames, IA 50010
RE: Proposed annexation of Ames Golf and Country Club
Dear Council Members and City Staff,
I hope this letter finds you well. I am writing on behalf of my client, Ames Golf and Country Club
(“AGCC”), regarding the proposed annexation currently under consideration by the City of Ames
(the “City”). AGCC is aware of the Covenant and Agreement for Annexation (the “Annexation
Agreement”) that was entered into by the City and the then-President of AGCC.
We understand and appreciate the City’s efforts to grow and enhance its community. That said,
after careful consideration and discussions with AGCC, we feel that the current timing is not the
best practical moment for moving forward with the annexation. Please understand that none of the
same leadership that was around when the Annexation Agreement was signed are still apart of
AGCC, so the current Board is getting up to speed on the Annexation Agreement and the City’s
annexation process. As a result, the Board has had a fair number of questions for City Staff, and
they have been helpful in providing answers.
Please note that while my firm does not represent The Irons subdivision owners or The Irons
Townhomes Owners Association, Inc., or The Irons Owners Association, Inc., AGCC’s goals may
align with The Irons owners due to the proximity with AGCC and the City’s intent to annex The
Irons with AGCC’s land.
The request by the City for AGCC to annex into the City of Ames came as a bit of a surprise; first,
that the Borgmeyer farm was selling to developers and being annexed into the City of Ames, but
also that the City decided now was the time for AGCC to be annexed in as well. AGCC has several
concerns with the timing of this request, which is why AGCC has asked its many questions and
did not immediately submit an application for annexation. Those concerns include, but are not
limited to:
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March 11, 2025
Page 2
1. The Annexation Agreement appears to no longer be enforceable under Iowa Code section
614.17A and West Lakes Properties, L.C. v. Greenspon Prop. Mgmt., Inc., 908 N.W.2d
883 (Iowa Ct. App. 2017). Iowa Code section 614.17A states that “an action shall not be
maintained in a court, either at law or in equity, in order to recover or establish an interest
in or claim to real estate if all the following conditions are satisfied:
a. The action is based upon a claim arising more than ten years earlier or existing
for more than ten years.
b. The action is against the holder of the record title to the real estate in possession.
c. The holder of the record title to the real estate in possession and the holder’s
immediate or remote grantors are shown by the record to have held chain of
title to the real estate for more than ten years.
All of these factors are present with the Annexation Agreement. Under the West Lakes
ruling, an interest in real estate is not enforceable if the holder of interest did not file a
verified claim within 10 years of when the agreement was made of record. It does not
appear the City filed a verified claim to preserve its interests in the Annexation Agreement.
2. Even if the Annexation Agreement was enforceable, it appears the City based its decision
to pursue annexation at this time either based on (1) traditional annexation factors as
outlined in the January 14, 2025 council minutes; or (2) ease of administration in the
annexation process as outlined in the Staff recommendations for the March 11, 2025
meeting. The City should have to make the determination that the annexation “would serve
the best interests of the City” as outlined in Section 4 of the Annexation Agreement.
3. The City abruptly decided to add annexation of AGCC and the Irons to its recent
annexation efforts of the Borgmeyer farm. The addition of the AGCC land was not City
Staff’s original recommendation. AGCC was not aware that annexation of AGCC’s land
was being explored by the City until Kelly Diekmann emailed Scott Nugent, General
Manager of AGCC, on January 27, 2025 after City Council already directed City staff to
move forward with annexation steps. None of the leadership that was around in 2014 when
the Annexation Agreement was signed is still at AGCC, so the entire leadership team is
having to get up to speed quickly.
4. Annexation at this time does not make practical sense from a utility services standpoint.
Water and sewer are not likely going to be available to AGCC or The Irons for several
years, potentially over 10 years, as development of all of the land to the South has to happen
before utility lines are extended to AGCC’s border.
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March 11, 2025
Page 3
5. Fire protection will be inadequate under the City’s jurisdiction without proactive
coordination with Franklin Township Fire Department. The hydrants in AGCC and The
Irons do not hold sufficient water pressure from Xenia to allow City firetrucks to utilize
them in the event of a fire. This would require a water tanker truck, which the City does
not currently have. The Frankin Township department, which is currently the closest
department by almost 2 miles, has a tanker truck and would be immediately dispatched in
the event of a fire. If a fire were to occur at AGCC, the City would have to immediately
contact and coordinate with Franklin Township in order to avoid a potentially devastating
fire.
6. The annexation of AGCC and The Irons does not make sense until water and sewer services
are available for connection, or at least until a connection is imminent. There most likely
has to be 160 acres of residential development before that is a realistic possibility.
While my client remains committed to the idea of annexation, we would like to explore the
possibility of re-evaluating the timeline based on the above concerns. We recognize that
annexation is a significant step for both the City and property owners, and i t is our goal to ensure
that the process works effectively for all involved. Our intention is not to delay or derail this
process, but rather to suggest that a more thoughtful approach might benefit both AGCC and the
City in the long run.
We would welcome the opportunity to sit down with the City to discuss these concerns and work
together toward a mutually beneficial solution. We believe that through open communication and
collaboration, we can find a timeline that works better for everyone involved while still achieving
the shared goal of annexation.
Thank you for your attention to this matter, and we look forward to having a constructive
conversation with you.
Sincerely,
Jonathon L. Schroeder
Direct Dial: 515.242.8972
Email: jschroeder@fredlaw.com
201
1
Hall, Renee
Subject:RE: City of Ames and AGCC - Annexation Follow Up
From: Schroeder, Jonathon <JSchroeder@fredlaw.com>
Sent: Thursday, March 20, 2025 4:06 PM
To: Schainker, Steve <steve.schainker@cityofames.org>; Diekmann, Kelly <kelly.diekmann@cityofames.org>; Lambert,
Mark <mark.lambert@cityofames.org>
Subject: City of Ames and AGCC - Annexation Follow Up
[External Email]
Good afternoon,
I am following up on the attached correspondence that was sent to the City prior to the March 11th Council
meeting. I know that Mark is putting together a brief to the Council regarding the legal issues that were raised in my
correspondence. However, I think it would be beneficial for the City, AGCC, and The Irons to discuss a mutually
beneficial resolution to the matter. It is not in any party’s interest to litigate this matter, and AGCC does not want it
to come to that point.
As outlined in my correspondence, AGCC would like to have a discussion with the City on the timing of the
annexation as it does not make practical sense at this time given that sanitary sewer and water lines are likely to
take anywhere from 5 to 20 years to reach the boundary of AGCC’s property. AGCC would propose that AGCC, The
Irons, and City agree that AGCC and The Irons voluntarily annex into the City once sanitary sewer and water main
reach the Southern boundary of The Irons. This new agreement would be recorded with the County, and the City
would be able to preserve its rights by filing verified claims.
AGCC would like to set a meeting with the City to discuss these potential terms and solution. Please let me know if
that is agreeable.
Best,
Jonathon L. Schroeder
Shareholder Attorney
Fredrikson & Byron P.A.
1601 Golden Aspen Drive, Suite 108
Ames, Iowa 50010
515-242-8972 (office)
515-242-8950 (fax)
jschroeder@fredlaw.com
Attorney Profile
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202
1
Hall, Renee
From:Daryle Vegge <darylevegge@gmail.com>
Sent:Sunday, March 9, 2025 7:04 PM
To:City Council and Mayor; Schainker, Steve
Subject:Annexation of the irons
[External Email]
I had a chance to read the city council agenda for this coming Tuesday. I am disappointed in the City
Manager's recommendation for annexation, actually disappointed in all three alternatives mentioned.
There should be an "Alternative #4" and that is to proceed with annexation of the Borgmeyer land
separately; annex the Irons at such a time in the future (if ever) as we may become an island.
This annexation of the AGCC and the Irons (Irons Court and Irons Way) seems like a land grab by the City
of Ames. Annexation of the Borgmeyer land is a win-win for both the City and for the owners of the
Borgmeyer land. If you proceed with annexation of the Irons, it may be a win for the City, but definitely a
loss for the residents of the Irons.
I ask each of you to consider on a personal level if you would like to have your property taxes increased
by 20-25% and be assessed a large bill to have city sewer replace a fairly new and smooth running septic
system and then reconsider something other than the three alternatives presented.
Thank you.
203
ITEM #:20
DATE:03-25-25
DEPT:P&H
SUBJECT:PARTNERSHIP WITH AMES REGIONAL ECONOMIC ALLIANCE TO
IDENTIFY A DEVELOPER FOR SURPLUS CITY LAND AT HARRISON AND
WELBECK INTERSECTION
COUNCIL ACTION FORM
BACKGROUND:
The City owns a property located on the west side of the intersection of Welbeck and Harrison in north
Ames. The property was originally anticipated to be used as right-of-way for a street crossing of the
railroad tracks, but no companion right-of-way was created on the west side of the tracks at this
location.
Since the land no longer has any potential street use, the City Council requested staff explore the
possibility of developing an infill housing project at the site. Supporting infill housing is consistent with
economic development goals of the City for production of additional housing in support of needed
expansion of workforce for current and expansion of industry and business in the City and region.
City Council reviewed potential housing opportunities for this land on May 14, 2024 (Location Map
Attached). Subsequently, City Council directed staff on June 25th to proceed with issuing a Request for
Proposal (RFP) for development of the site. At that time, City Council determined the site should be
built with 5-12 dwelling units, attached or detached, and include a covenant for owner-occupied
housing. Council did not require, but indicated a preference, for a project that could be high efficiency
and all electric. Council did not indicate a housing cost or income limitation for development of
housing on the site. The land would be made available to a developer for little as $1, depending on the
proposal.
Subsequently, the City received no proposals last summer for development of the site. Planning
staff reached out to handful of perspective developers that received the RFP and found a variety
of reasons for not submitting based upon timing and capacity of the developers to take on such a
project.
Since that time, staff has been in contact with the Brenda Dryer from the Ames Area Economic
Alliance to discuss opportunities to support additional housing construction within the City. It should
be noted that she has worked successfully with other communities in Story and Boone Counties to
assist builders with submitting applications to the State for Workforce Housing Tax Credits to
construct ownership housing. Brenda believes that potential builders she has worked with in the past
might be interested in the site for construction of ownership housing utilizing the state Tax Credit
program.
WORKFORCE HOUSING TAX CREDIT PROGRAM:
The state Workforce Housing Tax Credit program is competitive grant program for builders of housing
that offers certain sales tax rebates and an income tax credit of up to $15,000 for housing in urban areas.
Owner-occupied housing applications must include at least four lots.
204
The program has a cost cap for construction of $310,000 to maintain consistency with its purpose of
workforce housing and not luxury housing. There is no household income limit for purchasing the
home. Timing for the program is important since applications are only accepted once a year and a
builder must have control/option to buy of a site for the proposed housing construction.
Applications are due in June and results are typically released in August. A builder cannot incur any
costs for construction until notice of award. The application must include a specific site, concept plans
for the project, and a resolution of support from the local community that identifies a local match worth
at least $1,000 per house will be provided. The local match can be dedicated land, tax abatement, or
other financial consideration.
MEMORANDUM OF UNDERSTANDING (MOU):
To accomplish this new housing development, the parties are proposing entering into a
Memorandum of Understanding (MOU) that allows Brenda to exclusively seek out a qualified
developer and builder for the site, rather to once again issue a RFP to solicit interest from those
wishing to develop this site.
The intent is to follow the parameters established last year with the RFP and to have Brenda identify a
single-qualified developer to acquire the site for housing construction. Additionally, the intent is for
housing to be built under the Workforce Tax Credit program, which focuses on moderately priced
housing and provides financial rewards to the builder for constructing such houses.
A summary of other terms includes:
Development of 8-12 dwellings, attached or detached, under FS-RL zoning or PUD Overlay
Owner occupied
Average sale price targeted at $300,000 or less
Developer incurs cost of development of the site
Target construction starting October 2025
Participation in the state Workforce Housing Tax Credit program
Consider designing homes as high efficiency all electric homes, subject to Ames Electric rebate
programs
City commits to offering land for sale at a price as low as $1
City commits to resolution of support for a selected development project to apply for Workforce
Housing Tax Credits
City local match will come in the form of the existing city-wide Owner-Occupied Housing Tax
Abatement program
Staff believes that this new strategy is a good option to secure a developer for the site since the
RFP process last year was unsuccessful.
The proposed MOU is attached for Council's review. It should be emphasized that if a developer is
identified, a formal developer agreement would be needed to proceed with the sale of the land and
development of the project.
205
ALTERNATIVES:
1. Approve the attached Memorandum of Understanding with the Ames Regional Economic
Alliance.
2. Modify the proposed MOU.
3. Decline to approve the MOU and provide alternative direction to staff.
CITY MANAGER'S RECOMMENDED ACTION:
The RFP process in 2024 did not yield a proposal for housing development at the site located at
Welbeck and Harrison. Staff found that it was difficult to attract interest in the site based upon the
property size and the proposed timing of its development. Additionally, it was difficult to attract
attention to the site for builders that had not worked in the community previously.
Utilizing this new strategy that allows identifying an interested developer and working through
options with that one developer is a reasonable approach at this time to successfully develop this
site.
In addition, requiring participation in the State Workforce Housing Tax Credit program should
yield the type of workforce housing the City Council is seeking for the community. Therefore, it is
the recommendation of the City Manager that the City Council approved Alternative 1.
ATTACHMENT(S):
Harrison Welbeck Location Map.pdf
MOU Housing -City March 2025.docx
206
SITE
CHARACTERISTICS
•Site Acreage –
1.8 acres
•Existing Zoning –
Residential Low
Density Zone (RL)
•Lot J - Bloomington
Heights West Plat 3
•Conveyed to the
City of Ames in 2004
207
Memorandum of Understanding for Harrison Road
Development between the City of Ames (City) and the Ames
Regional Economic Alliance (Alliance)
Upon execution of this agreement between the above two entities the following are
mutually agreed upon terms for the development of property located at Welbeck Drive
and Harrison Road within the Bloomington Heights subdivision. The intent of the
agreement is for the Alliance, represented by Brenda Dryer, to identify a developer of
ownership housing for the purpose of City selling the land to the identified developer
upon presentation of a conceptual development plan.
The Alliance will work to attract a housing developer who will:
-Subdivide this property into a market rate single family housing subdivision with
FS-RL base zoning, which may include a rezoning to a PUD Overlay.
-Develop the subdivision, including extending street, utilities, and storm water
infrastructure at their expense.
-Develop at least a minimum of 8 and no more than 12 single family attached or
detached homes.
-Target a projected average sale price for each home to not exceed $300,000.
-Enact a covenant for owner occupied housing in the subdivision that each home
will be the primary residence of the owner.
-Develop the project in accordance with City standards and requirements.
-Target first home construction starting on or before October 31, 2025.
-Consider the opportunity to design and construct high efficiency, all electric
homes, subject to availability of Ames Electric rebates for such home design and
equipment within each home.
The City will:
-Offer the land for as low as $1 to the identified developer to encourage this type
development of infill housing.
-Agree to provide a resolution of support for the selected developer’s application
for State of Iowa Workforce Housing Tax Credits for the 2025 funding cycle and if
needed for subsequent funding cycles.
-Utilize the existing Citywide Ownership Housing Urban Revitalization Area 5-year
sliding scale property tax abatement of 100%, 80%, 60%, 40%, 20% as the
required local match for the State of Iowa application.
Agreed upon this date ______ March 2025 by:
__________________________________________________
Mayor, John Haila Daniel A. Culhane, President & CEO
City of Ames Ames Regional Economic Alliance
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ITEM #:21
DATE:03-25-25
DEPT:P&H
SUBJECT:DRAFT URBAN REVITALIZATION AREA PLAN FOR THE SOUTHEAST
5TH STREET URA
COUNCIL ACTION FORM
BACKGROUND:
At the November 12, 2024 City Council meeting the Council reviewed a request from Furniture Mart
USA to initiate creation of an Urban Revitalization Area (URA) for the property located at 329 SE 5th
Street to enable Furniture Mart USA to qualify for partial Commercial Property Tax Abatement. City
Council determined that proving a partial property tax abatement incentive for a furniture store
would achieve an economic development to resolve an opportunity gap of lost furniture sales to
establishments outside of Ames, a substantial sales tax leakage category. Staff has drafted a URA
Plan consistent with Council direction in November that is attached to this report.
To provide economic development incentives, the Council must enact an ordinance to establish an
Urban Revitalization Area and approve by resolution a Plan as prescribed by Iowa Code Chapter
4 0 4 . Specifically, eligibility criteria of Section 404.1 (4) allow for a City to designate an area for
economic development. Chapter 404 prescribes the requirements of a URA Plan that are summarized
herein and included fully within the attached draft Plan.
There are two properties designated as the applicable area for the URA boundary, which include the
future Furniture Mart site property at 329 SE 5th Street and the neighboring Target (Dayton Hudson
Corporation) property at 320 South Duff Avenue abutting the Furniture Mart site to the west and north.
The Target property provides an access drive to the Furniture Mart site. (See Attachment A- Location
Map) The draft Plan includes two properties because under state law an 'Area' must encompass more
than one property. Staff recommends including the neighboring Target property, as it is not separated
by roads and is zoned Highway Oriented Commercial (HOC) as is 329 SE 5th Street. Based upon other
criteria in the Plan for new construction of a furniture store, URA will otherwise have no effect on the
Target property or its operations.
The URA Plan will have a short duration to encourage the expeditious construction of a furniture store.
The Plan will terminate on April 1, 2027. The Plan includes criteria for Qualifying Real Estate to be
eligible for a five-year partial property Tax Abatement schedule. Eligibility includes:
1. New Construction of a furniture store building of at least 90,000 square feet.
2. A minimum of 81,000 square feet of the building must be used for the display and sale of new
furniture, home furnishings, and related items.
3. The improvements must be consistent with approved Site Plans, have a building permit issued by
December 31, 2025 and have a certificate of occupancy by December 31, 2026.
The abatement schedule of initial improvement value will use a sliding 5-year scale:
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Year 1-100%
Year 2- 80%
Year 3- 60%
Year 4- 40%
Year 5- 20%
If City Council finds the attached draft Plan to be in accordance with their direction to establish a
URA, City Council will next set a date of public hearing with a minimum of 30 days of time for
public notice. The soonest date for a public hearing that meets this notice requirement would be
May 13th.
ALTERNATIVES:
1. The City Council can direct staff to move forward with the process of notification and proceed to
hold a Public Hearing for designation of a SE 5th Street URA and approval of the Plan on May
13, 2025.
2. The City Council can direct staff to modify the draft Plan and to move forward with the process
of notification and proceed to a Public Hearing on May 13, 2025.
3. The City Council can direct staff to not move forward with the process if it does not believe the
proposed Urban Revitalization Area.
CITY MANAGER'S RECOMMENDED ACTION:
In November, a market analysis report was presented that identified an approximately $5.7
million dollar opportunity gap for furniture store sales within Ames. Council agreed that creation
of an Urban Revitalization Area (URA) could be justified to help incentivize construction of a
furniture store in the community to address this sales leakage. This action helps to provide an
identified needed amenity and help sustainability by reducing trips out of the community.
Last November, City Council determined that it would like staff to proceed with drafting a URA for this
purpose. Since that time, Furniture Mart representatives have submitted for a Site Development Plan
approval with the intent of starting construction this year. Staff is finalizing a Site Development Plan
and City Council is reviewing an Alternative Landscape Plan for the Site on this same agenda.
Therefore, it is the recommendation of the City Manager that the City Council act in accordance
with Alternative #1.
ATTACHMENT(S):
329 SE 5th Street Location & URA Map.pdf
Draft 329 SE 5th Street Urban Revitalization Plan.pdf
210
HOC
A
S-GA
S DUFF AVE
SE 5TH ST
SE 3RD ST
329 SE 5th Street Urban Revitilization Area´
329 SE 5th St reet Proposed URA (Shaded)
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URBAN REVITALIZATION PLAN SOUTHEAST 5th STREET
Iowa Code 404 allows for a City to address revitalization needs of the community through
a process of designating revitalization areas. The purpose for revitalization includes
economic development. The primary purpose of the plan is to meet economic development
goals of the City Council for this area of City that is planned for commercial development
provide a partial property abatement incentive for qualified real estate that is consistent
with the criteria of the approved plan related to new construction of a retail furniture store.
The portion of the Act codified at Section 404.1 of the Iowa Code provides that the City
Council may, by ordinance, designate an area of the city as a revitalization area, specifically
in subsection (4) for economic development.
The following is the Urban Revitalization Plan for the Southeast 5th Street Urban
Revitalization Area. The plan contents are defined by Code of Iowa Section 404.2(2) and
are provided below.
a) Legal Description: SECTION:11 TOWNSHIP:83 RANGE:24 PARCEL AG S1/2 NE
SLIDE 269 PG 5 AMES AND TARGET ADDITION LOTS 2 & 3
b) Existing Valuations:
Address Parcel
Identification
Number
Owner Assessed
Valuation
Land
Assessed
Valuation
Buildings
329 SE 5th Street 0911275100 Furn USA IA
LLC
$504,000 $0
320 South Duff
Avenue
0911210020 Dayton Hudson
Corporation
$4,649,500 $7,581,800
c) Owners and Addresses:
Address Parcel
Identification
Number
Owner Owner Address
329 SE 5th Street 0911275100 Furn USA IA
LLC
140 E Hinks Ln,
Sioux Falls, SD 57104
320 South Duff
Avenue
0911210020 Dayton Hudson
Corporation
Dayton Hudson
Corporation, PO Box
9456 Minneapolis, MN
55440
d) Existing & Proposed Land Use:
Address Existing Zoning Existing
Land Use
Proposed Land Use
329 SE 5th Street Commercial-HOC Vacant Commercial
320 South Duff
Avenue
Commercial-HOC Commercial Commercial
212
URA District Boundaries
e) City Services: City services are already available to the area. No improvement or
expansions of City services are proposed by the City for the area.
f) Applicability of Revitalization: Revitalization shall be applicable only to that
subset of eligible property within the above legal description zoned commercial and
are otherwise Qualified Real Estate for new construction of a building that meets
the Qualifying Eligibility Criteria of this Plan.
213
g) Relocation: The plan does not require the displacement of any persons, and there
will be no relocation benefits provided.
h) Tax Exemption Schedule: The exemption period is for five (5) years per a sliding
scale of abatement of improvement value as Year 1-100%; Year 2-80%; Year 3 -
60%; Year 4- 40 %; Year 5 -20%.
i) Percent Increase in Value Required: The value-added requirement is a fifteen
(15) percent increase in actual value.
j) Federal, State, or Private Grant/Loan Programs for Residential Improvements:
There are no residential improvements proposed.
k) Duration: The Plan shall expire on April 1, 2027. All projects seeking tax
abatement approval consistent with this Plan must be completed by December 31,
2026 and have filed an application with the Planning and Housing Department by
February 1, 2027. Any project approved for tax abatement as being consistent
with this Plan prior to the expiration of the Plan will continue to receive property
tax abatement per the approved exemption schedule in accordance with state law.
Additional Qualifying Criteria
In order to be determined to be Qualified Real Estate the improvements must be in
compliance with these additional Criteria during the life of the tax abatement.
1. A furniture store building of at least 90,000 square feet. For purposes of a meeting
the definition as a furniture store, a minimum 81,000 square feet of the gross floor
area must be used for the display and sale of new furniture, home furnishings and
related items.
2. The building must conform to an approved Site Development Plan, including any
approved landscape plan (reso. #____ , and have received a certificate of occupancy
from the City of Ames prior to December 31, 2026.
3. A building permit must be issued for the project by the City of Ames prior to
December 31, 2025.
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ITEM #:22
DATE:03-25-25
DEPT:PW
SUBJECT:PURCHASE OF PROPERTY AT 220, 306, 312, 318, AND 400 FREEL DRIVE
FOR FUTURE RESOURCE RECOVERY AND RECYCLING CAMPUS
COUNCIL ACTION FORM
BACKGROUND:
The City is pursuing a new approach for the disposal of solid waste. This approach involves
establishing a new Resource Recovery and Recycling Campus (R3C) to receive solid waste,
recyclables, and yard waste. Under this new approach, the solid waste would be consolidated and
transported to a landfill for disposal; recyclable materials would be forwarded to recyclers; yard
waste material would be either composted on site or hauled off-site for disposal.
On January 14, 2025, staff presented to Council an outline of the key characteristics of an ideal site for
the R3C along with several City-owned and privately owned sites that could be considered for the
location of the R3C. At a follow-up meeting on February 25, 2025, City Council directed staff to
pursue purchase agreements for sites at 220, 306, 312, 318, and 400 Freel Drive.
306, 312, and 318 Freel Drive:
These three parcels are currently listed for sale by a commercial broker. City staff has drafted and
received a signed purchase agreement from the property owner, Three D LLC, in the amount of
$270,000 for three acres of real property. The purchase agreement has a 120-day due diligence
p eriod . The closing date for the transaction is July 18, 2025. The purchase price per acre is in
alignment with the market value and other recent purchases along Freel Drive.
Funding for the purchase of 306, 312, and 318 Freel Drive can be taken from the balance of the
Resource Recovery Fund, which has a projected balance of $1,135,515 at the end of FY 2024/25.
220 and 400 Freel Drive:
These two properties are not currently marketed for sale. They are owned by Freel Family, L.P. Staff
was able to engage the property owners and negotiate a mutually agreeable installment contract in order
to secure the property. The two parcels total 6.5 acres. The installment contract has an amortization
schedule over five years that includes principal payments, interest, and a balloon payment at the end of
the schedule. The payments amount to a total of $807,500, of which $650,000 is the principal. The
purchase price per acre is in alignment with the market value and other recent purchases along Freel
Drive. The closing date for the transaction is July 18, 2025. This purchase agreement also contains
a due diligence period that will expire on July 7, 2025.
215
Payment Number Payment Date Payment Total Principal Interest
1 7/18/2026 $42,500 $10,000 $32,500
2 7/18/2027 $42,000 $10,000 $32,000
3 7/18/2028 $41,500 $10,000 $31,500
4 7/18/2029 $41,000 $10,000 $31,000
5 7/18/2030 $640,500 $610,000 $30,500
In the proposed payment schedule, the first payment is not due to the property owner until July 18,
2026. There is a prepayment option if both parties mutually agree.
Both Freel Family properties currently have tenants with leaseholder rights. In the proposed purchase,
the leases would be assigned to the City of Ames at closing, however the lease payments would be
retained by the current property owner until the end of the lease. The lease for 220 Freel Drive expires
on December 31, 2025. The lease on 400 Freel Drive expires within 60 days of written notice. It is
proposed that both tenants will be issued notices of termination upon closing and that the leases
will expire and the site returned to the original pre-lease condition by December 31, 2025. Of
note, the 400 Freel Drive lease is the current yard waste contractor for the City of Ames, Green RU.
The installment contract includes an addendum with a first right of refusal for the City to
purchase the adjacent property to the north, 210 Freel Drive, which is also owned by Freel
Family, LP. The 210 Freel Drive property is two acres in size and contains a 7,300 square foot
warehouse building. Its current assessed value is $289,700, nearly evenly divided between building
and improvement values. The first right of refusal is effective through December 31, 2030.
Funding for the purchase of 220 and 400 Freel Drive is proposed to be taken from proceeds from
the sale of bonds in 2026. Because no money is due until July 18, 2026, the installment contract
favors the City's ability to finance the purchase of the real property through proceeds from bonds
that would be issued in 2026. The authorizing resolution for the bond sale will contain the required
declaration language allowing the City to reimburse expenses associated with land acquisition that have
already occurred using the future bond issuance.
SITE EVALUATION AND NEXT STEPS:
Prior to the closing dates for both sets of properties, the City will perform engineering,
environmental, and geotechnical investigations to ensure the land is free of environmental
concerns and is suitable for the construction of the R3C. Staff is currently soliciting proposals from
firms to perform a Phase I environmental assessment and complete soil borings. Additionally, a Request
for Proposals (RPF) was issued on March 19 to solicit engineering services to develop a preliminary site
layout, estimated construction costs, and a preliminary financial model to be used for budgetary
purposes. The results of these investigations and reports are expected to be delivered to the City Council
prior to the conclusion of the due diligence periods for acquisition of both properties in July.
Separately, staff continues to pursue an agreement with Carroll Country Solid Waste
Management for a long-term partnership to handle the landfilling of solid waste that cannot be
recycled. This agreement is also anticipated to be finalized before the conclusion of the due
diligence period for the purchase of these properties.
ALTERNATIVES:
216
ALTERNATIVES:
1. Approve the following:
a. A purchase agreement in the amount of $289,000 with Three D, LLC, for the purchase of
306, 312, and 318 Freel Drive.
b. An installment contract in the amount not to exceed $807,500 with Freel Family, L.P. for the
purchase of 220 and 400 Freel Drive, and a first right of refusal to purchase 210 Freel Drive.
2. Reject the purchase agreements and direct staff to renegotiate the purchase agreements.
3. Reject the purchase agreements and direct staff to pursue other locations for the Resource
Recovery and Recycling Campus.
CITY MANAGER'S RECOMMENDED ACTION:
Staff has identified acceptable properties that meet the criteria outlined to City Council for the
construction of the Resource Recovery and Recycling Campus (R3C). The agreements for
purchase contain contingencies which will allow the City to perform environmental and
engineering assessments prior to closing to verify the viability of constructing the R3C. Work is
underway to secure consultants to perform this work.
Due to staff's desire to design, construct, and open the R3C by July 1, 2027, selection of the site in
a timely manner is critical to moving forward with this new approach for the recycling and
disposal of the City's solid waste. Staff will return to the City Council with the results of the
evaluations in the next few months, or earlier if issues arise during the due diligence period.
Therefore, it is the recommendation of the City Manager that the City Council adopt Alternative No. 1a-
b, as described above.
ATTACHMENT(S):
Freel Drive Properties.jpg
Real Estate Installment Contract 220 & 400 Freel Drive.pdf
217
218
219
220
221
222
223
224
225
226
227
228
ITEM #:23
DEPT:CMO
March 25, 2025
Staff Report
DISCUSSION OF COUNCIL CONNECT OPPORTUNITIES
BACKGROUND:
"Valuing Communication and Engagement with the Public" remains a priority goal of the Ames
City Council. In an attempt to accomplish this goal, the Mayor and City Council members individually
engage with the public in a variety of ways, including meetings, emails, social media, public hearings,
community outreach events, speaking engagements, and more. At times, the elected officials may also
conduct outreach together in small groups through events such as WelcomeFest, Juneteenth, the July
4th parade, and others. Council Members can participate through staffing a table, volunteering to assist
at an event, or attending as a participant with a focus on networking.
COUNCIL CONNECT - PARTNER EVENTS:
Beginning in 2025, staff began branding these organized Council outreach activities as "Council
Connect" events. The Ames MLK Celebration Event on January 20, 2025, was the first event when
this new brand was used. Three Council Members and the Mayor were available on site an hour before
the celebration began and were available to engage with attendees.
Continuing with this practice, staff will keep Council Members informed about known
community events where elected officials can be present to engage with the public. Staff will also
help coordinate Council Member participation and market these as "Council Connect"
opportunities. Beginning this year, staff will focus on including events in which Council has not
traditionally participated, especially if the attendees are expected to be part of the hard-to-reach
populations and/or underrepresented groups. (Hard-to-reach demographics are defined as groups
often less engaged in local government including low-income residents, people of color, immigrants,
people with disabilities, young people, or those with language barriers.)
Some upcoming potential partnering events include:
• Fifth and Clark Fridays Concert Series at the Ames City Auditorium – Friday, March 28, April 11,
and April 25
• International Friendship Fair at the Ames Public Library – Saturday, March 29 from 10:30 a.m. to
12:00 p.m.
• Earth Day tabling event at Iowa State University – Tuesday, April 22 from 10 a.m. to 2 p.m.
• Ames Repair Café at Ames Public Library – Saturday, April 19 from 10 a.m. to 4 p.m.
• Water Treatment Plant Open House – Saturday, April 19 from 8 a.m. to 1 p.m.
The Communications and Outreach Division headed by Susan will communicate and coordinate partner
event outreach opportunities with the Ames City Council.
229
COUNCIL CONNECT HOUR:
While partner events are an effective way to bring elected officials and community members
together, City Council members may also want to explore providing an alternative format for
engagement. Therefore, staff is proposing that, if Council is interested, the Council could pilot
informal listening sessions (one or two hours at a time) where residents are invited to meet with
their Council Member(s) on topics of the residents' choosing. The Council could conduct these in
groups of two to three.
Possible host locations include coffee houses, public gathering spaces/parks, 60Forward Center, Ames
Public Library, civic group locations, and other sites. Staff will try to focus on scheduling meetings
where hard-to-reach or underrepresented populations may already be gathering, such as food pantries,
sport games, faith-based organization sites, play pals, community organizations, and others.
The days/times could be varied to attract a wide demographic of residents but planned in advance to
allow for coordinating and marketing the outreach opportunity.
If this option is desired, it would be appropriate for the City Council to make a motion to direct
staff to coordinate an outreach schedule where Council Members are available for informal
listening sessions, and to identify the frequency of the offerings.
STREET "N" GREET BLOCK PARTY TRAILER:
As a reminder, towards the end of the summer in 2024, the Street 'N' Greet Block Party Trailer provided
the option for applicants to request a Council Member to attend their event, if available. The
neighborhood trailer has historically provided an option to request the presence of the Police and/or Fire
department. In 2024, the trailer was reserved 31 times, with 13 requests for Police and 14 requests for
Fire to attend.
AMES HUMAN RELATIONS COMMISSION (AHRC) MEET AND GREETS:
The AHRC currently conducts meet and greets with the community on a quarterly basis. Going
forward, Council will be invited to join their meet and greet activities.
CITY COUNCIL SUGGESTIONS:
There may be other public engagement ideas that City Council members have in mind for connecting
with residents that are hard to reach that staff can help support. This would be the time to share any
suggestions.
ATTACHMENT(S):
Council Connect Logo.png
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231
To:Mayor & City Council
From:Pa Vang Goldbeck, Assistant City Manager
Date:March 21, 2025
Subject:Campus & Community Discussion
Item No. 24
MEMO
At the March 11, 2025 meeting, the City Council requested that the Campus and
Community Commission (Commission) be placed on a future agenda for Council
discussion.
Resolution No. 17-097 established the Commission (see attachment). According to the
Resolution, the Commission brings together individuals appointed by the City of Ames,
Iowa State University (ISU), and Iowa State University Student Government to:
1. Provide a public forum to facilitate discussion of issues of common interest to the
City of Ames, Iowa State University, and Iowa State University Student
Government.
2. Offer an opinion or recommendation to the Council regarding issues brought
forward to the Commission by the Council that are of common interest to the City
of Ames, Iowa State University, and Iowa State University Student Government.
3. Subject to City Council approval, investigate issues of common interest to the City
of Ames, Iowa State University, and Iowa State University Student Government
which are brought forward to the Commission and currently not being considered
by the Council.
4. Prepare and transmit to the Mayor and City Council from time to time, but not less
often than once each year, reports describing its proceedings and other activities of
the Commission
The Commission consists of eight members providing representation as follows:
(1) Business Community Representative (3-year term)
(1) Neighborhood Association Representative (3-year term)
(1) City At-Large Representative (3-year term)
(1) Iowa State University Administration Appointee (Indefinite term)
(1) Main Street Cultural District Appointee (Indefinite term)
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
232
(1) Campustown Action Association Appointee (Indefinite term)
(2) Iowa State University Student Government Appointees (Indefinite term)
The Mayor, with consent from the City Council, appoints the Business Community
Representative, Neighborhood Association Representative, and City-At Large
Representative. The Iowa State University Administration Appointee, Campustown
Action Association Appointee, and Iowa State University Student Government
Appointees are appointed by their respective organizations.
The Commission is permitted to create task force(s) as needed to work on issues of
common interest.
HISTORY OF THE COMMISSION:
The Commission was created in 2017 as the successor to the City's Student Affairs
Commission. The Student Affairs Commission was created in 2007, but suffered
from high turnover among members and difficulty meeting regularly to discuss
issues. It was believed the structure and charge of the new Campus and Community
Commission would improve its effectiveness. However, the Campus and
Community Commission has been inactive for almost three and a half years, with
its last meeting in December 2021. All meeting agendas and minutes are available
online at: Campus and Community Commission | City of Ames, IA
Attached is a timeline of the City Council directions to the Commission. Also attached is
a report from the Commission to the City Council in March 2018.
OPTIONS:
The Commission has been inactive for almost three and a half years. Therefore, the City
Council may wish to consider one of the following three options:
1. Dissolve the Commission and establish task forces as Council identifies needs.
2. Continue the Commission, but suspend it further until an issue(s) is identified for
the Commission to work on.
3. Continue the Commission and identify an issue(s) to be worked on.
STAFF COMMENTS:
Since it has been almost three and a half years since the Commission met, if the Council
chooses option #2 or #3, staff will need to ensure members seats are filled or can be filled
by the appointing authority before the Commission is reconvened. Attached is the latest
membership roster; however, it is unknown at this time if these individuals still intend to
serve in their seats.
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
233
Staff believes Option #1 is worthy of consideration as another attempt to improve
the effectiveness in accomplishing the Council's overall goal. Under this option, the
City Council could dissolve the formal Commission and shift to directing staff to
establish task forces or convene community partners to work on issues identified by
Council on an as-needed basis. This approach would allow for greater flexibility in
the number and representation of participants for any future task force created.
This approach also allows individuals to commit to participating based on topics of
interest to them, rather than relying on a fixed commission membership that may or
may not be vested in the specific issue(s) being addressed. In addition, this new
approach could respond to a current problem where long delays between meetings
results in members losing interest in serving on this commission.
ATTACHMENT(S):
Resolution 17-097.pdf
3.27.2018 Campus and Community Commission Report.pdf
Timeline of Council Direction.docx
Campus and Community Membership Roster.docx
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
234
RESOLUTION NO. 17-097
RESOLUTION ESTABLISHIN G A CAM PUS AND COM M UNITY COM M ISSION
FOR THE CITY OF AM ES, IOWA
WHEREAS, from time to time, issues arise that are of common interest to the C it y o f Ames,
Iowa State University, and Iowa State Student Government; and
WHEREAS, it is desired to establish a commissio n t o inve s t igate these issues and provide
advice to the City Council;
NOW, THEREFORE, BE IT RESO LVED by the City Council of the City of Ames, Iowa:
Section One.M e mbe rs hip: There is hereby estab lis he d a Campus and Community
Commission. That Commission shall consist of e ight members providing representation as follows:
(1)Business Community Representative 3 year term
(1)Neighborhood Association Representative 3 year term
(1)City At-Large Representative 3 year term
(1)Iowa State University Administration Appointee Indefinite term
(1) Main Street Cultural District Appointee Indefinite term
(1)Campustown Action Association Appointee Indefinite term
(2)Iowa State University Student Government Appointees Indefinite term
The Busine ss Community Representative, Neighborhood Association Representative, and
City-At Large Representative shall be appoint e d b y t he Mayor with the consent of the City Council.
F o r the purpose of staggering the terms of the membership, the Mayor shall choose one initial
mayoral appointee to serve a two-year term and one to serve a one-year term. Appointees may serve
two consecutive terms.
The Iowa State University Administration Appointee, Campustown Action Associatio n
Ap p ointee, and Iowa State University Student Government Appointees shall be appointed b y the ir
respective organizations.
Section Two.Charge : It shall be the mission o f the Campus and Community Commission
to:
(1) Provide a public forum to fa c ilit a te d iscussion of issues of common interest to the City
of Ames, Iowa State University, and Iowa State University Student Government.
(2) O ffe r an opinion or recommendation to the Council regarding issues brought forward to
the Commission by the Council that are of common interest to the City of A me s , I o wa State
University, and Iowa State University Student Government.
(3) Subject to City Council approval, investigate iss ue s of common interest to the City of
Ames, Iowa State Univers ity, and Iowa State University Student Government which are
brought forward to the Commission and currently not being considered by the Council.
(4 ) P r epare and transmit to the Mayor and City Council from time to time, but not less ofte n
t ha n o nce each year, reports describing its proceedings and other activities of the
Commission.
235
Section Three. Tas k Force s : Subject to City Council approval, the Campus and Community
C o mmission may appoint and take input from appointed task forces on issues of common inte r e s t
to t he C it y o f Ames, Iowa State University, and Iowa State University Student Government that are
not being dealt with b y C it y staff or another City commission. Any such task forces created shall be
conducted as follows:
(1) Task forces shall be comprised of representatives from the Ames and Iowa State University
communities appointed by the Campus and Community Commission. Task force membership
shall be as large as necessary to addr ess the task force’s charge. Each task force shall be chaired
b y a member selected by the Campus and Community Commission. A member of City staff sha ll
be assigned to each task force by the City Manager to provide advice and to ensure that task force
activities comply with the charge given by the Commission and with Chapter 21 of the Code of
Iowa (Iowa Open Meetings Law).
(2) Each task force may adopt such rule s o f procedure and conduct for its meetings and other
activities as it shall deem useful and appropriate, within the limits of the cha r ge from the
Commission. Task force meetings shall be open t o t he public and shall conform to the
requirements of Chapter 21 of the Code of I o wa (Iowa Open Meetings Law). Meetings of each
task force shall typically be held at City Hall or o n the Iowa State University campus, but
meetings may be held in alternate locations to p r o vid e more convenient access for special public
forums.
(3)Upon completion of its charge, each task force shall s ub mit c o p ie s of its final report to the
Campus a nd Community Commission. The Commission will present the report results to
Council and gain Council approval if further action is nece s s a r y. I f either Council or the
Commission decides that no further action is required, the task force shall dissolve.
AND BE IT FURTHER RES O LVED that a copy of this resolution be published in the
appendix of the Municipal Code of the City of Ames, Iowa.
ADOPTED THIS 28th day of February, 2017.
____________________________________________________________________
Diane R. Voss, City Clerk Ann H. Campbell, Mayor
Introduced by:Betcher
Seconded by:Corrieri
Voting aye:Beatty-Hansen, Betcher, Corrieri, Gartin, Nelson, Orazem
Voting nay:N one Absent:None
Resolution declared adopted and signed by the Mayor this 28th day of February, 2017.
236
Caring People Quality Programs Exceptional Service
515.239.5101 main
515.239.5142 fax
515 Clark Ave.
Ames, IA 50010
www.CityofAmes.org
City Manager’s Office
MEMO
38
To: Mayor and City Council
From: Brian Phillips, Assistant City Manager
Date: March 27, 2018
Subject: Campus and Community Commission Report – Campustown Plaza
On September 12, 2017, the City Council directed the newly formed Campus and Community
Commission (CCC) to initially work to investigate a prospective Campustown plaza or gathering
space. Based on the Council’s direction, the Commission has prepared the attached report and
will be available at the March 27 Council meeting to discuss it. The Council is now being asked
to consider the next steps:
1. Campustown Plaza Report
After reviewing and discussing the report, the Council must decide whether to accept the
report or if this issue requires further study by the Commission. If the Council feels
further study is necessary, it should identify what questions the Commission should
work to answer.
2. Direction to City Staff
If the City Council accepts the Campustown Plaza report, it must decide what next steps
to take regarding this concept. Does the Council wish to pursue this gathering space
concept further? If so, City staff would return to the Council with next steps, which may
include retaining a consultant to gather additional feedback and refine the concept for
this area.
3. Provide Direction for CCC to Work on Next Issue
If the Council believes no further work is needed by the CCC regarding the
Campustown Plaza topic, the next step for the City Council would be to identify the
next issue for the Commission to pursue. At the September 12 City Council meeting,
the Commission brought forth the following issues for the City Council to consider:
1. Parking in Campustown
2. Public Gathering Space in Campustown
3. Inclusive Community Principles:
a. Education of tenants/landlords
b. Welcoming/inclusiveness of Campustown/Downtown
c. Rent Smart Ames utilization
d. Retention of recent graduates
e. Connectibility between areas of Ames
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The Commission Members may have additional thoughts they wish to share regarding
the next steps during the meeting on March 27. The Council may choose to direct the
Commission to begin addressing one the issues listed above, or may identify an
alternative topic for the Commission to pursue. In either case, it is important for the
Council to provide clear direction regarding what should be provided in response
to the Council’s request (e.g., what questions to answer, whether there are specific
groups the Council believes must be consulted, timeframe expectations).
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1
Campus and Community Commission
Report to Ames City Council: Campustown Plaza
March 27, 2018
Direction from City Council:
At the September 12, 2017, City Council meeting, the City Council met with the Campus
and Community Commission to discuss potential projects for the Commission to
address. The Council directed that the Commission should initially work to investigate a
prospective Campustown plaza or gathering space. The City Council specifically
mentioned the following components for the Commission to address:
1. Prepare a list of things that the City Council could consider accomplishing in a
Campustown Plaza
2. Come back to the Council with the interests of various parties. Include discussion
of how people, traffic, building services would get through the area
3. What is the dream for the space?
4. What are the critical features, particularly from students, to make this space
useful (e.g., gathering space for music events)?
5. If this space was a gift to students, what should it have so they like the gift?
Recommendation:
After a number of meetings to discuss and gather input, the membership of the Campus
and Community Commission recommends:
1. Securing a consultant to develop a program plan to create a gathering space at
204 Welch Avenue located on the southeast corner of Lincoln Way and
Chamberlain Street (City Parking Lot Y and Campustown Court). This would
expand east of the existing Cyclone Plaza and reallocate the parking area to the
north of the former T-Galaxy Building.
2. It is also recommended, since this location is relatively small (55’x190’, including
the Cyclone Plaza), that the acquisition of the former T-Galaxy Building and lot
receive consideration.
3. Two primary stakeholder groups were identified that should receive additional
opportunity to inform the consultant:
a. Iowa State University students
b. Campustown business owners
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2
Rationale:
The Commission investigated a variety of potential locations for a Campustown
gathering space and has proposed locating it in the area at the corner of Welch Avenue
and Chamberlain Street for the following reasons:
1. Most central to Campustown activities
2. Visibility issues are minimal, which improves safety of users of the space
3. Minimal impacts on adjacent properties by users
4. Lower cost for making improvements to the space (few infrastructure
complications)
5. Larger, one-off and well-managed events have been held on and adjacent to this
location with success
6. Loss of parking spaces is recognized, but the value added by this gathering
space and adjacency of the under-utilized short-term parking at the Intermodal
facility compensates for the loss of spaces
Space Utilization:
Through stakeholder discussions, the Commission has identified that the following are
key characteristics of a gathering space to be considered:
1. General Activity/Flexible use space
2. Food Truck/Vendor space
3. Incorporate art, that as possible includes existing mural on T-Galaxy building
(only if building retained)
4. Good lighting
5. Refuse/Trash solutions
6. Restrooms, if space allows. Noticeable signage to Intermodal Facility public
restrooms may suffice
7. Greenscape components that soften the experience (e.g., hardy plantings, trees.
8. Suggest having a pick-up and drop off location on or adjacent to this space (to
accommodate taxi, Lyft or Uber)
The Commission also received feedback regarding attributes that would be
incompatible or less desired in a gathering space. These include:
1. 24-Hour operation. Close at certain times to reduce post-bar closing loitering.
2. Targeted activities for young children
3. Garden or high maintenance green space
4. Large night events
5. Limited amplified music events
6. Kegs/uncontrolled alcohol consumption
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3
Process to Reach Recommendation:
All City-owned properties in the Campustown boundaries were evaluated for feasibility.
The Commission also consulted with members of City staff to identify opportunities and
challenges with potential sites. Alternatives evaluated and comments regarding each
are indicated below:
1. 115 Welch Avenue (City Parking Lot X) (located west of the storefronts along the
100 block of Welch Avenue)
a. Significant utility infrastructure exists in the space, making modifications
expensive
b. Access and egress for business purposes (currently and into the future)
conflict with pedestrian usage in this area
c. Poor lines of sight and visibility for safety and security
d. Noise concerns for adjacent properties
2. 134 Welch Avenue (Fire Station #2)
a. Will be operated as a fire station for the foreseeable future
3. 2320 Chamberlain Street (City Parking Lot Z)
a. Located east of Campustown core
b. Lot tucked between 3 buildings
c. Only open on street side
d. Limited lines of sight creates safety issues
e. Noise concerns for adjacent properties
4. 204 Welch Avenue (City Parking Lot Y) – Recommended site. See above.
241
4
Supporting Materials:
Focus Group Meeting Minutes Excerpt (January 22, 2018):
Campustown Plaza Focus Group:
The Commissioners, staff members, and invitees introduced themselves. Invitees in attendance
included: Chad Watkins, Sarah Huffman, Marsha Miller, Tim Hoekstra, Katie Holmes, George
Micalone, Anthony LoCerto, Marilyn McNamara, and Bridget Williams.
Tom provided some background information regarding the concept of the Campustown Plaza.
He outlined the process the group would use to discuss the potential ideas for the use of the
space. In addition to what the group thought the space should be, the group would be asked in
a second round of idea-generation what they think the space should not be.
The group’s suggestions for what the space should be were:
- Event pre-space to see what works and what people suggest for the space
- Public hammocks
- Flexible space
- Space to serve for communication between City and students
- Shade
- Something that can’t be destroyed
- Tables/game tables
- Art space/music space
- Reservable space
- Information center
- Campustown map
- Ice rink
- Dog poop bags
- Rain barrels
- Study space
- Community garden
- Workshop gatherings
- Benches, flowers, and trees
- Bike tire fill-ups
- Skateboard rink
- Art
- Music stage with a shell
- Moveable planters
- Restroom facilities
- Food area
- Adjustable lighting
- Make the space bigger (acquire T-Galaxy Building)
- Lighting to safety and aesthetics
- Green space for Campustown events
- Green space for everyday use (studying, sitting, etc)
- Electricity
- Public restrooms
- Food carts
242
5
- Public restrooms
- Information center
- Lighting
- Security
- Parking
- Art area
- Small market
- Reservable shelter/pavilion
- Stage and electricity
- Food vendor area with seating
- Public garden (not a shared community garden)
- Benches
- Public park with benches/picnic tables
- Interactive art space
- Food truck or food cart space
- Community garden space or green space
- Amphitheater with permanent seating
- Table seating
- Small shelter
- Public art display
- Designated food truck space
- Parking
- Maker space
- Police outreach center
- Food trucks
- Seasonal space (ice arena in winter, beach in summer)
- Parking
These ideas were grouped into similar themes. These themes were:
1. Utility Infrastructure
2. Information
3. Amenities
4. Music
5. Art Area
6. Study Space
7. Environmental Design/Green Space
8. Mobile Vendor Area
9. Reservable
The attendees then voted for the ideas and themes they supported.
Tom led the group through an idea generation session regarding what the group thought should
not be involved in the potential space.
The group’s suggestions for what the space should not be were:
- Foam or paint parties
- Kids’ sandbox
- Water feature
- Open all hours
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6
- Kegs
- Inadequate trash receptacles
- Garden
- Poor stormwater system/plan
- Large night events
- Kid stuff
- Paved space
- Copycat space
- Parking
- Fencing
- Space intended for small children
- Things that can be easily destroyed/stolen
- Music-making things
- Things that need people to coordinate (e.g., stage)
- Parking
- Apartments
- VEISHEA 2014
- Poor lighting
- Small kids
- Events that cause traffic clogging
- Loud music at night
- Taking down the mural
Tom asked for further discussion regarding these ideas for things the space should not be.
There was clarification that the comments regarding children were meant that there should not
be playground equipment. It was noted that the existing space could generate negative loitering
and gathering, which was a concern of some regarding a re-developed space.
The attendees then voted for the ideas and themes they felt should not be part of the project.
244
Timeline of City Council Direction to the Campus and Community Commission
Beginnings of the Campus and Community Commission (CCC)
February 28, 2017 – CCC created (Res No. 17-097)
June 13, 2017 – First members appointed (Res No. 17-360)
August 28, 2017 – First CCC meeting
September 12, 2017, Council Meeting
CCC members presented initial list of priority topics for direction, which included:
o Parking in Campustown
o Public gathering space in Campustown
o Inclusive Community Principles:
Education of tenants/landlords
Welcoming/inclusiveness of Campustown/Downtown
Rent Smart Ames utilization
Retention of recent graduates
Connectivity between areas of Ames
Council Direction
o Develop a list of things to include in a Campustown plaza (Orazem/Gartin, 6-0)
o Follow up with Iowa State University (ISU) student onboarding task force about
Rent Smart Ames (Betcher/Orazem, 6-0)
March 27, 2018, Council Meeting
CCC members presented the report on things to include in a Campustown plaza
o Council accepted the report (Betcher/Nelson, 6-0); the task is complete
Council Direction
o Evaluate a staff report on how other university communities promote
inclusiveness and report back to Council with additional ideas on the topic
(Beatty-Hansen/Betcher, 6-0)
January 8, 2019, Council Meeting
CCC members presented the report on helping the community to be more inclusive
Council decided to wait until the Council goal update to provide further direction
(Betcher/Beatty-Hansen, 6-0)
February 2, 2019, Council Goal Update
Council Direction (Nelson/Corrieri, 6-0)
o Assess the state of student tenant/landlord relationships in Ames, including:
What information landlords commonly wished student renters to have
What students wish they knew about tenant responsibilities before renting
245
Where rent informational resources exist
o Following the assessment, host a joint discussion among student renters and
landlords
May 26, 2020, Council Meeting
CCC members presented the report on landlord/tenant relations, highlighting two
recommendations:
o Revamp the Rent Smart Ames website to address tenants not being well informed
o Explore options for a mediation process to address landlord/tenant disputes out of
court
Council Direction
o Develop recommendations for revamping the Rent Smart Ames website and for
sharing informational materials with tenants and landlords in other mediums
(Junck/Betcher, 6-0)
o Exploring a mediation program was assigned to the City Attorney, not CCC
(Betcher/Junck, 6-0)
May 11, 2021, Council Meeting
CCC members presented the report with recommendations on revamping the Rent Smart
Ames website and partnering with units within ISU to promote the website. The report
also reiterated the recommendation for a mediation program.
o Council accepted the report (Betcher/Beatty-Hansen, 6-0)
Council Direction
o Staff was directed to implement the recommended changes to the Rent Smart
Ames website (Betcher/Beatty-Hansen, 6-0)
o The ex officio was encouraged to lead discussions at ISU to promote the
revamped website (Betcher/Beatty-Hansen, 6-0)
o Staff was directed to reach out to the Center for Criminal Justice (CCJ) to see if
there was interest in reestablishing a discontinued mediation program
(Martin/Betcher, 6-0)
o No direction was given to CCC
December 6, 2021, Campus and Community Commission Meeting
Staff presented the revamped Rent Smart Ames website to CCC; task is complete
Future meetings would be scheduled when further direction from Council was received
246
03-13-24
CAMPUS AND COMMUNITY COMMISSION
Established by Resolution No. 17-097 on February 28, 2017, to investigate issues of common
interest to the City of Ames, Iowa State University (ISU), and Iowa State Student Government.
City appointees may serve two consecutive terms. Eight members as follows:
1. Business Community Representative for a three-year term
2. Neighborhood Association Representative for a three-year term
3. City At-Large Representative for a three-year term
4. ISU Administration Appointee selected by ISU President for indefinite term
5. Main Street Cultural District Appointee selected by MSCD for an indefinite term
6. Campustown Action Association Appointee selected by the CAA for an indefinite term
7. Two ISU Student Government Appointees selected by the ISU SG for indefinite terms
Members Position First
Appointed Reappoint Term
Expires
Danaisa Green City At-Large 05-15-22 05-14-25
Eric Abrams Business
Community
04-25-23
(fill term)03-31-26
James McCormick Neighborhood 04-01-24 03-31-27
Michael Harwood ISU
Administration
Appointee
01-23-24 Indefinite
Abigail C. Miller Main Street
Cultural
District
05-14-21 Indefinite
Xena Jolly Campustown
Action
Association
11-01-22 Indefinite
Obi Agba ISU Student
Government 09-27-22 Indefinite
Quentin Slater ISU Student
Government 09-27-22 Indefinite
Staff Liaison:
Pa Goldbeck, Assistant City Manager
515 Clark Avenue
Phone: 515-239-5202
Campus and Community Commission meets the fourth Monday of each month at 6:00 p.m.
however, this can be subject to change.
247
ITEM #:25
DATE:03-25-25
DEPT:P&H
SUBJECT:MAJOR SITE DEVELOPMENT PLAN ALTERNATIVE LANDSCAPING PLAN
FOR 329 SE 5TH STREET
COUNCIL ACTION FORM
BACKGROUND:
Furniture Mart USA, Inc. owns property located at 329 SE 5th Street and is requesting approval
of an Alternative Landscaping Plan with a Major Site Development Plan for a proposed new
95,472 square foot retail furniture store. The total site area is 4.68 acres (See Attachment A-
Location Map). All commercial development within the City is subject to landscape standards of
Article IV of the Zoning Ordinance related to front yard landscaping and parking lot landscaping.
The site is zoned Highway-oriented Commercial (HOC) and located partially within the 100-year
Floodway Fringe. City Council's scope of review is limited to the landscape plan elements of the
project.
Alternative Landscape Design approvals are allowed under Sec. 29.403.3(J) when prepared by a
licensed Landscape Architect, as part of a Major Site Development Plan. The proposed plan must
be found to address the purposes of the ordinance for landscaping and provide for a unique or
high-quality landscape environment. The intent is to allow flexibility in creating desirable landscape
treatments in response to either design constraints or to allow for specific desirable features that are not
accounted for in the base landscape standards. The applicant believes the proposed design
emphasizes their storefront and provides a great degree of diversity and visual interest with its
proposed plantings and layout and meets the intent of the landscaping ordinance.
The proposed Plan exceeds total planting requirements but proposes a different configuration in relation
to the front parking lot and rear loading areas (Attachment B- Landscape Plan). The proposed plan has
been designed to distribute front yard shrub and grass plantings required along the SE 5th Street front
yard into the west side yard of the site throughout the parking lot and along the drive aisle located along
the west side of the site. Parking lot trees are also placed to the west side of the parking lot rather than
distributed across the parking lot and in front of the store building. The owner views this west driveway
frontage as their true front even though it is not a public street defined as front yard in the Zoning
Ordinance.
The Plan also includes modified greenspace area near the loading dock east of the building and to allow
tree planting distribution of parking lot trees west of the building to be pulled away from the west
façade of the building along the eastern row of parking and spread further out along the southwest
portion of the site near SE 5th Street and along the drive aisle along the western property line. The
Developer is proposing the alternative plan they believe meets and exceeds the base Landscape
Standards to allow for a building and parking lot configuration that fits on the site more
appropriately by adding visual interest and softening to the site in their most publicly visible
areas for parking and loading.
Shrubs, grasses and trees are still proposed in the front yard along SE 5th Street south of the building
along the foundation in clusters. Typically, front yard landscaping must be distributed within the area
between the building and the street. The drive aisle leading north from SE 5th Street along the west
248
property line is not a front yard. However, the west side of the building will accommodate the parking
for the entire site and be a public entrance for customers entering the store.
The minimum front yard standards require 61 grasses and 41 shrubs. The proposal calls for 179 grasses
and 88 shrubs spread out within the west side yard parking lot area, along the building foundation on
both the SE 5th Street and west side yard foundation and a small number immediately east of the
loading area. The required nine front yard overstory trees and the required 25 parking lot overstory trees
are provided on site with the east row of parking stalls closest to the building having no overstory trees
placed within it.
The distribution of shrubs and grasses outside of the area between the building and the street into the
west side yard throughout the parking lot area meets the base landscaping quantity requirements of the
front yard landscaping standards and adds additional shrubs and grasses throughout, exceeding the
minimum planting requirements of shrubs and grasses on a commercial site. The majority of the
additional shrubs and grasses are being provided along the building foundation and further north within
and abutting the parking lot.
The adjustment of the parking lot overstory trees that would be within the easternmost row of parking
stalls closest to the building can be seen to add tree canopy coverage in other areas of the parking lot
and abutting the parking lot in a manner that still meets the intent of the ordinance and provides
additional shading in many other areas of the parking lot. Additionally, the adjustment of front yard
trees and shrubs and grasses east of the loading area outside of the area between the loading area and the
street with an eight-foot greenspace separation between the loading area and the street can be seen to
meet the purpose of providing greenspace separation between the street and loading and maneuvering
area while keeping the front yard landscaping material close to the east side of the loading area in front
of the building.
PLANNING AND ZONING COMMISSION:
At the March 5 Planning & Zoning Commission meeting the Commission reviewed the proposed plan.
One commission member said the proposal is clear and that layout makes sense. Another stated that
they thought the plan made sense and asked about stormwater management. The developer's engineer
responded to the stormwater design question. One resident did speak and stated they would like to see a
sidewalk from SE 5th Street to Target. Staff responded that a sidewalk along the west property line
leading to Target is not required but that space exists for one to be installed in the future.
The Planning & Zoning Commission voted 5-0 to recommend City Council approve the Alternative
Landscape Plan for 329 SE 5th Street.
ALTERNATIVES:
1. Approve the Major Site Development Plan Alternative Landscape plan for 329 SE 5th Street.
2. Deny the Major Site Development Plan Alternative Landscape plan and require conformance to
base landscape standards.
3. Defer action on this item and request more information from staff.
249
CITY MANAGER'S RECOMMENDED ACTION:
Alternative Landscape Design Approvals are allowed under Sec. 29.403.3(J) when prepared by a
licensed Landscape Architect, as part of a Major Site Development Plan. The proposed plan must
be found to address the purposes of the ordinance and provide for a unique or high-quality
landscape environment. The inclusion of additional shrubs and ornamental grasses as well as the
allocation of parking lot trees provides a design that allows for adequate shading and additional
visual interest and visual softening of the front yard area and the west side of the building where
the main entrance and parking lot are located.
Staff is finalizing review of the remaining Site Development Plan items beyond the Landscaping
Standards. Staff finds that the proposed alternative landscape plan can be seen as meeting the
standards of the alternative landscape design standards in Section 29.403(3)(J). Therefore, it is the
recommendation of the City Manager that the City Council approve Alternative #1, as described above.
ATTACHMENT(S):
329 SE 5th Street Location Map.pdf
Furniture Mart Landscape Plan.pdf
Furniture Mart Site Plan.pdf
250
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329 SE 5th S treet Location´
329 SE 5th Street (Sha ded)
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329 SE 5TH STREET
AMES, IOWA
SHEET
A S S O C I A T E S®
Strand Associates, Inc.
414 South 17th Street
Suite 107
Ames, IA 50010
515-233-0000
www.strand.com
1
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STRAND PN: 7235.002
PROJECT LOCATION MAP
NO SCALE
AREA MAP
NO SCALE
PROJECT LOCATION
PROJECT LOCATION
Sheet List Table
Sheet
Number Sheet Title
1 COVER SHEET
2 GENERAL NOTES AND LEGEND
3 TYPICAL DETAILS - 1
4 TYPICAL DETAILS - 2
5 TYPICAL DETAILS - 3
6 TYPICAL DETAILS - 4
7 TYPICAL DETAILS - 5
8 TYPICAL DETAILS - 6
9 TYPICAL DETAILS - 7
10 TYPICAL DETAILS - 8
11 TYPICAL DETAILS - 9
12 TYPICAL DETAILS - 10
13 TYPICAL DETAILS - 11
14 EXISTING CONDITIONS AND REMOVALS
15 SITE LAYOUT AND DIMENSIONING PLAN
16 PRE-LOADING GRADING PLAN
17 SITE GRADING PLAN
18 PARKING LOT GRADING (NORTH)
19 PARKING LOT GRADING (SOUTH)
20 LOADING DOCK GRADING PLAN
Sheet List Table
Sheet
Number Sheet Title
21 UTILITY PLAN
22 STORM SEWER PLAN AND PROFILE
23 STORM SEWER PLAN AND PROFILE
24 STORM SEWER PLAN AND PROFILE
25 STORM WATER POLLUTION PREVENTION PLAN - 1
26 STORM WATER POLLUTION PREVENTION PLAN - 2
Appendix
Sheet
Number Sheet Title
1 PROPOSED LANDSCAPING PLAN
27 TRUCK MOVEMENT
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PLAN NOTES
GENERAL CONSTRUCTION NOTES:
1. Confirm location and depth of all existing utilities prior to construction to eliminate conflicts.
Locations of underground utilities are provided by utility companies. OWNER and ENGINEER do not
guarantee correctness of alignments shown. Call 1-800-292-8989 for utility locations 48 hours prior
to digging. It shall be the duty of the CONTRACTOR to ascertain whether any additional facilities other
than those shown on the plans may be present. The CONTRACTOR shall immediately notify the
ENGINEER of any potential conflicts. Utilities damaged or broken by the CONTRACTOR's operations
shall be repaired at no additional cost to the OWNER.
2. Utility Warning: The Utilities shown have been located from field survey information and/or records
obtained. The Surveyor makes no guarantee that the utilities shown comprise all such utilities in the
area, either in service or abandoned. The Surveyor further does not warrant that the utilities shown
are in the exact location indicated. Verify location of all utilities before construction.
3. Any coordination with utility companies for the location and access for relocation of their lines shall
be the responsibility of the CONTRACTOR.
4. Any and all discrepancies shall be reported to the ENGINEER immediately. All quantities are for
CONTRACTOR convenience. Where conflicts occur, drawings shall prevail.
5. All elevations are to NAVD 88 datum.
6. Removal of existing features shall be considered incidental to other items of work on the project if
not outlined specifically as a bid item. CONTRACTOR shall legally and properly dispose of all materials
removed as part of this project.
7. The CONTRACTOR shall take care not to remove or damage public or private property not marked for
removal on the plan. Items not scheduled for removal shall be replaced at no cost to the OWNER if
removed or damaged.
8. The cost incurred when a section of removal is skipped or where paving is done in sections in order
to maintain access to adjacent properties shall be incidental to the project. CONTRACTOR shall
maintain access to residences at all times, unless noted otherwise on the plans.
9. The CONTRACTOR is cautioned not to obstruct or remove unnecessary pavement or to disturb the
existing traffic pattern more than necessary for the proper execution of work.
10. The means of the work and the safety of the CONTRACTOR's employees are solely the responsibility
of the CONTRACTOR. The CONTRACTOR has a contractual obligation to comply with all applicable laws
and regulations including those of OSHA. At no time will either the OWNER or the OWNER's
representative take responsibility for either the means of the work or the safety of the CONTRACTOR's
employees.
11. The CONTRACTOR shall be responsible for protection of existing valves, fire hydrants, manholes, trees,
poles, guys, and existing facilities.
12. CONTRACTOR will not be compensated for any quantity over-runs unless prior approval is obtained
from the ENGINEER.
13. Any work required to complete the scope of the project as specified or shown on the plans, but not
set forth as a specific bid item shall be considered incidental to the project
14. Construction fence is required around all unattended open excavations. Fence shall be constructed
and maintained in an upright position at all times. CONTRACTOR shall use extreme caution while
installing fence not to damage underground utilities. Temporary fencing is incidental to the work and
is not a paid bid item.
15. All construction and tree protection fence shall be installed by the CONTRACTOR and approved by
OWNER prior to start of construction activities. Temporary fencing is incidental to the work and is not
a paid bid item.
16. Care shall be taken when working around trees to prevent damage. The CONTRACTOR shall minimize
the operation of heavy equipment under the drip line of the trees not designated for removal.
17. All landscaping including trees, shrubs, bushes, and grass or turf not called out to be removed on the
drawings shall be replaced if damaged during construction. Where trees, bushes, and shrubs are not
protected, or are otherwise destroyed or damaged by CONTRACTOR, the trees, bushes, and shrubs
shall be replaced with new plants of the same variety and size as the plant damaged or destroyed.
Where grass or turf is destroyed or damaged during construction, surface shall be restored to the
condition that existed prior to construction.
18. CONTRACTOR shall be responsible for a licensed surveyor resetting any monuments, property
corners, et. disturbed by construction. The CONTRACTOR is responsible for preservation and/or
replacement of property pins damaged or removed by construction.
19. All disturbed areas shall be restored in accordance with the specifications.
20. Construction activities are to be limited to the existing right-of-way and the working limits. If
additional areas are needed for staging, storage, etc. it is the CONTRACTOR’s responsibility to obtain
written permission from the property OWNER(s). Copies of the agreements shall be submitted to the
OWNER's representative prior to use of the property.
21. All roadways and drives shall be kept open as much as possible. The CONTRACTOR must perform the
work in a manner that will maintain uninterrupted vehicular and pedestrian traffic when at all
possible.
22. Where a section of pavement, curb, and gutter or sidewalk is cut or otherwise damaged by
CONTRACTOR, the entire section shall be removed and replaced. Pavement, curbs, gutters, and
sidewalks shall be removed to the nearest joint (A minimum of two feet beyond the edge of the trench
cut). CONTRACTOR and OWNER's representative are to document (or Photograph) all cracked PCC
pavement or damaged ACC pavement prior to construction. If new cracks in PCC pavement develop
or ACC pavement is damaged due to construction traffic (extends beyond construction limits).
CONTRACTOR shall replace damaged area at no additional cost to the OWNER.
23. Site cleanup shall be performed on a daily basis. Public roadways shall be kept clean at all times.
GENERAL UTILITY NOTES:
1. It shall be the CONTRACTOR's responsibility to contact each utility's operating authority and schedule
joint meet locates. The CONTRACTOR shall verify with each utility's operating authority that locates
have been performed. Iowa one call system: 1-800-292-8989. The CONTRACTOR shall protect all
existing utilities. The CONTRACTOR shall work to explore and verify the location or elevation of all
utilities at least 100 feet in advance of the excavation work. In the event that a utility is discovered
that was not shown on the drawings or a substantial deviation in location or elevation of a known
utility exists, the CONTRACTOR shall report it to the OWNER's representative as soon as discovered.
It is the CONTRACTOR's responsibility to repair all damaged utilities that have been located properly.
2. Shoring is incidental to utility installation. Shoring for utility installation may not be shown on the
plans. It is the CONTRACTOR's responsibility to ascertain if shoring is needed in addition to what is
shown on the drawings based on the OWNER's requirements for vegetation, structure, and paving
protection. It is the CONTRACTOR's responsibility to plan all shoring, submit design of shoring
prepared by and sealed by a licensed ENGINEER to the OWNER for review prior to installation. No
additional compensation will be provided from the OWNER for shoring or shoring design.
3. All pipes must be temporarily capped overnight with watertight fittings.
4. Wherever possible, sanitary and storm sewers shall be laid at least 10 feet, horizontally, from any
existing or new water main. Should local conditions prevent a lateral separation of 10 feet, the sewer
line may be laid as close as 6 feet provided that the line is in a separate trench and the top of the
sewer line is installed at least 18 inches below the bottom of the waterline.
5. All utility work shall be visually observed by the OWNER’s Representative prior to backfilling trenches,
with all deficiencies corrected by the CONTRACTOR. The CONTRACTOR shall be responsible for
notification of appropriate officials prior to commencement of work.
6. Final acceptance shall not be made until all work shown on approved utility plans is completed
included grading, and all required adjustments and shall be subject to approval by the OWNER.
7. Water, gas and electric must be maintained for the duration of the construction. Temporary
shutdowns are not allowed unless absolutely necessary and with a 7-day advance notice to those
affected by the construction. The plans have been prepared so that no shutdown is required, but
there may be unknown conflicts that develop during construction.
8. All utility work shall be per the City of Ames specifications, City of Ames supplementary specifications,
and the Iowa Statewide Urban Design and Specifications (SUDAS).
GRADING, EROSION CONTROL, SITE RESTORATION :
1. All structural fill shall be placed per SUDAS 2010. Any localized areas which cannot be satisfactory
compacted or which show evidence of pumping shall be undercut and re-compacted with onsite fill
material.
2. Grading shall be done in a manner which maintains positive site drainage at all times. Fulfillment of
the grading requirements will be at the OWNER's discretion. Elevations shall be within plus/minus
0.10-feet of proposed finished grade.
3. CONTRACTOR shall strip all deleterious material such as vegetation, organic soils, very loose, soft,
frozen, or otherwise unsuitable materials. Rocks and concrete debris larger than 4 inches in any
dimension cannot be used in the fill for the project. The large material should not be used where
settlement of materials could cause damage to the site.
4. The subgrade under all pavement areas shall be scarified and recompacted per the details and SUDAS.
5. Adjust all new and existing valves, hydrants, castings, pull boxes, etc. to match the finished elevations
indicated on the plans. All rim elevations within paved surfaces shall be adjusted to match finished
paving.
6. CONTRACTOR shall apply necessary moisture control to the construction area and haul roads to
prevent the spread of dust.
7. Erosion control should be constructed as shown on the plan. Additional measures shall be installed if
field conditions dictate, or as directed by the OWNER. Outside the normal fall seeding window,
temporary erosion control measures shall be placed and maintained until seeding can begin. Erosion
control items to be maintained weekly. Dispose of accumulated sediment and silt.
8. The CONTRACTOR is responsible for keeping tracked mud, debris and dust off adjacent streets and
shall clean the streets daily. The construction entrance shall be maintained and cleaned by the
CONTRACTOR using the site daily. Replacement stone, if necessary, will be provided by the
CONTRACTOR using the site.
9. The Erosion Control CONTRACTOR shall install silt fence or equivalent device where soils may exit the
site and around any intake or pipe opening. The silt fence shall be removed when the site is stabilized.
The CONTRACTOR shall comply with all provisions of the NPDES permit and SWPPP.
10. All spot elevations are form grade (FG) unless otherwise noted as top of curb (TC), top of slab (TS). All
design contours are to finished grade elevations.
SANITARY SEWER:
1. Sanitary sewer materials and installation shall be per the Ames Specifications.
2. Field verify size of existing sanitary sewer stub prior to construction and report the findings to the
ENGINEER. The assumed sanitary sewer service is 6-inches in diameter a 1.0% minimum grade.
Coordinate sanitary sewer service location with MEP.
WATER MAIN:
1. Water service and water main materials and installation shall be per the Ames Specifications.
STORM SEWER:
1. All storm sewer materials in Ames Public right of way shall be RCP Class III with fabric wrapped joints.
2. All storm sewer materials on the private site shall be ADS N-12, Contech A2000, or RCP Class III with
fabric wrapped joints. All installations shall be per Ames Specifications. All bedding per SUDAS.
3. Roof drain pipe shall be Solid Wall PVC (SDR 35), Corrugated PVC (ASTM F 949), or HDPE (AASHTO M
252 or 294) . Porous backfill material is required. Cleanouts shall be per SUDAS.
4. Field Tile Repair discovered during construction shall be per SUDAS and Section 4040. Work includes
excavation, bedding material, bends, fittings, connections, and concrete collars for repairing drainage
tile. The CONTRACTOR shall record the type of tile, location, and elevation of all field tiles
encountered. The replaced pipe material shall be non-perforated SDR 35 PVC pipe or A-2000.
PAVING:
1. See paving shall be per City of Ames Specifications. See plans for pavement thickness.
2. CONTRACTOR is responsible for determining a jointing plan and shall be approved by the OWNER.
LANDSCAPING AND RESTORATION:
1. All landscaping and restoration shall be per the Landscape Plan and Details.
2. Trees, shrubs, and other plantings shall be of the type and variety indicated on the planting schedule.
Substitutions shall be approved by the OWNER prior to installation.
TESTING INFORMATION:
1. All testing will be the responsibility of the CONTRACTOR unless otherwise specified. The CONTRACTOR
shall coordinate all testing with an independent testing firm approved by the OWNER.
WORK TO BE COMPLETED PRIOR TO CONSTRUCTION:
1. Joint utility locate meeting. CONTRACTOR shall set up a One-Call meeting.
2. Preconstruction meeting with the City of Ames, General Contractor, Subcontractors, ENGINEER,
OWNER, private utilities, and other parties that may have interest in the construction.
3. CONTRACTOR shall complete exploratory digging and/or potholing at all potential utility conflict
locations prior to beginning construction.
4. CONTRACTOR shall submit shop drawings to the ENGINEER & OWNER.
LAND FOR CONSTRUCTION PURPOSES:
1. CONTRACTOR will be permitted to use available land belonging to or leased by the OWNER, on or near
the site of the Work, for construction purposes and for the storage of materials and equipment. The
location and extent of the areas available to the CONTRACTOR shall be the existing right-of-way and
the defined working limits. Any additional right-of-way desired by the CONTRACTOR shall be acquired
at his expense, and the CONTRACTOR shall hold harmless the OWNER, and ENGINEER from claims for
damages made by the OWNERs of such additional right-of-way. Disturbed areas shall be restored
upon final project completion.
2. CONTRACTOR shall confirm with the OWNER that they have permission to grade on the adjacent
property to the east prior to the start of construction. CONTRACTOR shall minimize disturbance of
the neighbors during the construction and shall access the neighbors from onsite. Offsite areas shall
be left in a prepared seedbed condition and the mulching & seeding of the disturbed area completed
by the Erosion Control CONTRACTOR. Excessive disturbance of offsite areas will be deducted from
the Underground Utility CONTRACTORs payment.
3. All construction materials, dumpsters, detached trailers, or similar items are prohibited on the public
streets or within the public right of way.
4. All construction access shall be from available public access.
NOTICES & PERMITS:
1. CONTRACTOR shall notify OWNER one week prior to any work impacting adjacent properties and
utilities. CONTRACTOR shall provide notification to property owners of restricted access and/or
potential impacts.
2. CONTRACTOR shall notify owners of adjacent properties and utilities when prosecution of the work
may affect them. When it is necessary to temporarily deny access by owners or tenants to their
property, or when any utility service connection must be interrupted, the CONTRACTOR shall give
notices sufficiently in advance to enable the affected persons to provide for their needs. Notices
whether given orally or in writing shall include appropriate information concerning the interruption
and instruction on how to limit their inconvenience.
3. CONTRACTOR shall obtain work in right of way permit from the City of Ames. A traffic control plan
shall be submitted to the City by the CONTRACTOR for any work in the right of way.
4. Building, plumbing, electrical, and all other permits shall be obtained by the CONTRACTOR.
5. The OWNER has obtained the IDNR NPDES permit. The CONTRACTOR shall co-sign all necessary
documents with the permit. Construction monitoring of the erosion control permit is handled by the
OWNER. The CONTRACTOR will be copied all records and observation forms required for the permits.
GEOTECHNICAL:
1. Terracon has completed a geotechnical report dated August 22, 2022.
COORDINATION REQUIREMENTS:
1. Any conflicts between Contractors, subcontractors, private utilities, or others may be reconciled by
the OWNER.
2. Work by private utilities shall be coordinated by the CONTRACTOR. This shall include, but not be
limited to, the relocation of telephone lines, fiber optic lines, cable, etc.
LINES & GRADES:
1. All construction staking shall be by the CONTRACTOR. Contact Seth Polich with Strand Associates,
Inc. at 515-233-0000 for a construction staking quote.
2. The CONTRACTOR shall verify all match points during the phasing of the work and maintain drainage
paths during the work to prevent ponding of water.
CONNECTIONS TO EXISTING FACILITIES:
1. Unless otherwise specified or indicated, CONTRACTOR shall make all necessary connections to existing
facilities, including structures, drain lines, and utilities such as water, sanitary sewer, gas,
telecommunications, storm sewer and electric. In each case, CONTRACTOR shall receive permission
from OWNER or the owning utility prior to undertaking connections. CONTRACTOR shall protect
facilities against deleterious substances and damage.
2. Connections to existing facilities, which are in service, shall be thoroughly planned in advance, and all
required equipment, materials, and labor shall be on hand at the time of undertaking the connections.
Work shall proceed continuously, if necessary, to complete connections in the minimum time.
Operations of valves, hydrants, or other appurtenances on existing utilities, when required, shall be
by or under the direct supervision of the owning utility.
UNFAVORABLE CONSTRUCTION CONDITIONS:
1. During unfavorable weather, wet ground, or other unsuitable construction conditions, the
CONTRACTOR shall confine his operations to work, which will not be affected adversely by such
conditions. No portion of the Work shall be constructed under conditions, which would affect
adversely the quality or efficiency thereof, unless special means or precautions are taken by the
CONTRACTOR to perform the work in a proper and satisfactory manner.
CLEAN UP:
1. CONTRACTOR shall keep the premises occupied by the CONTRACTOR free from accumulations of
waste materials and rubbish at all times. CONTRACTOR shall provide separate recycling and trash
receptacles about the work site, promptly empty containers when filled, and properly dispose of
waste materials at his expense. Wastes shall not be buried or burned on the site or disposed of in
trenches, storm drains, sewer, streams, or waterways.
2. Construction materials such as forms shall be neatly stacked by CONTRACTOR when not in use.
CONTRACTOR shall promptly remove splattered concrete, asphalt, oil, paint, corrosive liquids, and
cleaning solutions from surfaces to prevent marring or other damage.
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NTS
TYPICAL PARKING LOT/DRIVE PAVEMENT SECTION1
6" OR 8" PCC PAVEMENT
WIDTH VARIES
12" PREPARED SUBGRADE
(SCARIFY/RECOMPACT)
PREPARED SUBGRADE AND
MODIFIED SUBBASE SHALL
EXTEND 2' BEYOND EDGE OF
PAVEMENT (TYP)
NOT TO SCALE
HANDICAPPED PARKING SYMBOL4
NOT TO SCALE
TYPICAL PERPENDICULAR PARKING STRIPES3
NOT TO SCALE
MUTCD SIGN R7-8 (HANDICAP PARKING)5
NOT TO SCALE
BOLLARD DETAIL8
NOT TO SCALE
HANDICAP SIGN POST DETAIL7
NOT TO SCALE
MUTCD SIGN R7-8a (VAN ACCESSIBLE)6
NTS
TYPICAL SIDEWALK PAVEMENT SECTION2
5" PCC PAVEMENT
5' WIDTH
6" PREPARED SUBGRADE
(SCARIFY/RECOMPACT)
PREPARED SUBGRADE SHALL
EXTEND 6" BEYOND EDGE OF
PAVEMENT (TYP)
60"
RESERVED
PARKING
SIGNAGE NOTES:
1.VERIFY THAT SIGNAGE PROVIDED
COMPLIES WITH STATE AND LOCAL CODES.
2. VAN ACCESSIBLE PLACARD SHALL BE
PLACED IN FRONT OF VAN ACCESSIBLE
STALLS. VAN ACCESSIBLE STALLS ARE
HANDICAP STALLS WHICH HAVE AN
ADJACENT 8' WIDE LANDING ZONE.
3. FIELD VERIFY LOCATIONS OF SIGNS WITH
ENGINEER.
BOLLARD (SEE DETAIL)
OTHER SIGNS MAY BE
APPROVED
BY THE ENGINEER.
FINISH GRADE ELEVATION
VAN
ACCESSIBLE
GALVANIZED 'U' CHANNEL OR
ROUND SIGN POST WITH CAP
AND WEEP HOLE FOR
BOLLARD MOUNTED SIGNS,
EMBED IN PCC 2' MIN.
NTS
INTEGRAL CURB/SIDEWALK THICKENED EDGE DETAIL10
NTS
PCC JOINTS DETAIL9
4" MODIFIED SUBBASE
NOTE:
REINFORCED PAVEMENT SHALL INCLUDE
6X6 - W2.9XW2.9 WELDED WIRE FABRIC.
NOTE:
SIDEWALK TURNING SPACE AND RAMP
MINIMUM THICKNESS SHALL BE 6 INCHES.
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PROJECT MGR.
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JOHN GADE, P.E.
7235.002
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PROJECT MGR.
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PROJECT MGR.
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7235.002
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PROJECT MGR.
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7235.002
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SHEET
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PROJECT MGR.
NO
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PROJECT MGR.
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PROJECT MGR.
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7235.002
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7235.002
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PROJECT MGR.
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7235.002
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5
SE 5TH STREET
CUT CURB
1 1
2" MAX
56'
CUT CURB
1 1
2" MAX
56'
CUT CURB
1 1
2" MAX
132'
REMOVE TREES
REMOVE/ RELOCATE
EXISTING HYDRANT
ASSEMBLY
AREA REMOVED FROM FEMA
SFHA BY PREVIOUS LOMA
REMOVE AND REPLACE PCC
PAVEMENT AS REQUIRED FOR
STORM MANHOLE INSTALLATION.
MATCH EXISTING PAVEMENT
SECTION.
0 15 30 60
N
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6
SE 5TH STREET
9
9
5 5
12
8 8
18
11 11
10
14
5'
17.5'
8'
9' (TYP)
10'
7'
24'
11'
10'
9'
(TYP)
8'
8'11'
7'
10'
10'
9'
(TYP)
9'
8'
9'
17.5'24'19'19'26'
19'
6.5'
19'
24.5'
19'
24'
R15'
(TYP)
8.6'
9'
9'
12
10
R35'
132'
10'
5'
1'18.8'
10'
10'
10'
TRASH
COMPACTOR
24'
24'
24'24'
R35'
R22.5'
0'
22.6'
8" REINFORCED
PCC PAVEMENT
6" PCC
PAVEMENT
THICKENED EDGE
SIDEWALK
4" PCC SIDEWALK
DN
7,867 SF
SHIPPING/
RECEIVING
113
40'
40'40'
10' ELEC. ESMT
11'
1.6'
8'
R8'
8'
5.1'
41'
ADA RAMPS SHALL BE
8-INCH PCC ADJACENT
TO TRUCK DOCK (TYP.)
16'x10' ENCLOSURE
SEE ARCH. PLANS
0 15 30 60
N
SI
T
E
L
A
Y
O
U
T
A
N
D
D
I
M
E
N
S
I
O
N
I
N
G
P
L
A
N
15
C2.1
A S S O C I A T E S®
SHEET
JOB NO.
PROJECT MGR.
NO
.
RE
V
I
S
I
O
N
S
DA
T
E
:
JOHN GADE, P.E.
7235.002
20
2
4
AM
E
S
,
I
O
W
A
5
0
0
1
0
32
9
S
E
5
T
H
S
T
R
E
E
T
FU
R
N
I
T
U
R
E
M
A
R
T
U
S
A
COORDINATE FROST
FOOTING LOCATIONS WITH
STRUCTURAL DRAWINGS
CONTRACTOR SHALL COMPLETE ADA
PEDESTRIAN RAMP AS-BUILT PER CITY
OF AMES CODE.
26
7
SE 5TH STREET
3:1
3:1
3:
1
3:
1
89
0
89
0
88
5
88
2
25.5'117.5'
25'
18'97.5'
86.5'
PARCEL AG
4.68 AC
DO NOT
DISTURB
SILT FENCE
0 15 30 60
N
PR
E
-
L
O
A
D
I
N
G
G
R
A
D
I
N
G
P
L
A
N
16
C3.1
A S S O C I A T E S®
SHEET
JOB NO.
PROJECT MGR.
NO
.
RE
V
I
S
I
O
N
S
DA
T
E
:
JOHN GADE, P.E.
7235.002
20
2
4
AM
E
S
,
I
O
W
A
5
0
0
1
0
32
9
S
E
5
T
H
S
T
R
E
E
T
FU
R
N
I
T
U
R
E
M
A
R
T
U
S
A
CUT = 0
FILL + 20% = 12,100 C.Y.
BORROW = 12,100 C.Y.
NOTES:
1.PLACE FILL MATERIAL WITH MOISTURE AND
DENSITY CONTROL, IN ACCORDANCE WITH
SUDAS, SECTION 2010.
2.SEED AND MULCH ALL DISTURBED AREAS
WITH TYPE 4 TEMPORARY EROSION
CONTROL MIX IN ACCORDANCE WITH SUDAS,
SECTION 9010.
3.PLACE SILT FENCE IN ACCORDANCE WITH
SUDAS, SECTION 9040.
B.F.E. = 885.7 (NVGD 29)
REQUIRED ELEVATION = 888.7 (NVGD 29)
PROPOSED ELEVATION = 888.9 (NVGD 29)
= 890.0 (NAVD 88)
26
8
SE 5TH STREET
88
8
888
88
8
88
9
889
887888
885
884
886
88
5
88
6
88
7
88
8
88
9
883
889
889
88
8
88
5
88
3
884
887
2:1
2:1
3:
1
BFE+3' = 888.83'
15'
15'
BFE+3' = 888.83'
BFE+3' = 888.83'15'
FOUNDATION EXPOSED BELOW BFE+3'
FOUNDATION EXPOSED BELOW BFE+3'
3:
1
4:1
FFE=890.00
886
.
0
0
890
.
0
0
884
.
9
3
883
.
8
3
882
.
8
3
887
.
5
5
886
.
8
4
887
.
5
1
887
.
7
2
888
.
0
9
888
.
0
1
888
.
3
6
888
.
6
7
888
.
9
7
887.04
886
.
0
0
889.50
889.07
889
.
0
7
885.87
0 15 30 60
N
SI
T
E
G
R
A
D
I
N
G
P
L
A
N
17
C3.2
A S S O C I A T E S®
SHEET
JOB NO.
PROJECT MGR.
NO
.
RE
V
I
S
I
O
N
S
DA
T
E
:
JOHN GADE, P.E.
7235.002
20
2
4
AM
E
S
,
I
O
W
A
5
0
0
1
0
32
9
S
E
5
T
H
S
T
R
E
E
T
FU
R
N
I
T
U
R
E
M
A
R
T
U
S
A
26
9
888
888
888
889
88
9
FLUSH
4" SIDEWALK REVEAL 4" SIDEWALK REVEAL
3' CURB
DROP
(TYP)
EX CURB CUT TO 1 1
2"EX CURB CUT TO 1
SLOPE SLOPE
4'
(TYP)
BOLLARD
(TYP)
ADA PARKING SIGN (TYP)
4.
3
2
%
4.
9
8
%
0.
5
2
%
0.
5
0
%
2.
4
6
%
1.
8
9
%
0.50%
0.
4
8
%
1.
0
4
%
1.00%
1.00%
0.
5
9
%
1.
0
0
%
1.1
3
%
1.
9
7
%
0.
9
7
%
2.
7
1
%
0.51%
1.40%
1.
0
8
%
1.
5
0
%
1.
5
1
%
1.
5
1
%
1.30%
0.
5
0
%
2.
9
3
%
2.
0
7
%
1.57%
1.
0
6
%
2.
9
4
%
0.43%
0.38%
SLOPE
BOLLARD
(TYP)THICKENED EDGE SIDEWALK
6" PCC PAVEMENT
889.00
TOW
889.10
TOW
890
.
0
0
TO
W
889.88
TOW
890.00
TOW
889.88
TOW
889.94
TOW
889.88889.54888.68
888.57
888.76
888.55
888.97 888
.
7
8
888
.
3
5
888
.
9
7
888
.
5
7
888.37
888.74
888.01
888.40
888
.
7
0
889.13
889.57 889.57
889
.
0
2
888
.
6
3
888
.
2
5
888
.
4
5
888.18
888.09
888
.
7
8
887.58
TOC
887.59
TOC
887.47 [M]887.46 [M]
887.47 [M]
887.54 [M]
889.94
TOW
890.00
TOW
889
.
5
7
888
.
9
1
888
.
4
3
887
.
7
6
887
.
9
7
888
.
5
5
887
.
7
2
887
.
8
2
887.55
TOC
887.43 [M]
887.44 [M]
889.88
TOW
889.54
889.88
TOW
889.88 889.51
TOW
889.18
889.88
TOW
889.55
889.88
TOW
889.55
889.88
TOW
889.88
889.88
TOW
889.55
889
.
4
8
889.46 889.44
888.25
888.45
888
.
5
1
0 5 10 20
N
PA
R
K
I
N
G
L
O
T
G
R
A
D
I
N
G
(
N
O
R
T
H
)
18
C3.3
A S S O C I A T E S®
SHEET
JOB NO.
PROJECT MGR.
NO
.
RE
V
I
S
I
O
N
S
DA
T
E
:
JOHN GADE, P.E.
7235.002
20
2
4
AM
E
S
,
I
O
W
A
5
0
0
1
0
32
9
S
E
5
T
H
S
T
R
E
E
T
FU
R
N
I
T
U
R
E
M
A
R
T
U
S
A
COORDINATE FROST
FOOTING LOCATIONS WITH
STRUCTURAL DRAWINGS
27
0
888
888
888
889
888
4" SIDEWALK REVEAL
EX CURB CUT TO 1 1
2"
4" SIDEWALK REVEAL
FLUSH
1.
5
1
%
0.
5
0
%
2.
9
3
%
1.
4
7
%
2.
0
7
%
0.
5
2
%
3.
4
2
%
0.56%
0.
9
4
%
3.
8
7
%
1.52%
1.
5
0
%
1.
8
4
%
4.42%
5:1
1.00%0.90%
2.
9
4
%
0.38%
SLOPE SLOPE
5.3'
(TYP)
BOLLARD
(TYP)
ADA PARKING SIGN (TYP)THICKENED EDGE SIDEWALK
6" PCC PAVEMENT
889.94
TOW
890.00
TOW
889
.
5
7
888
.
9
1
888
.
4
3
887
.
7
6
887
.
9
7
888
.
5
5
887
.
7
2
887
.
8
2
887
.
8
5
887.55
TOC
887.56
TOC
887.45 [M]887.43 [M]
887.44 [M]
887.44 [M]
888
.
7
7
888
.
1
9
887
.
6
5
888
.
4
5
887
.
6
0
887
.
6
0
887
.
6
3
886
.
9
7
887
.
0
6
889
.
5
7
886.96
887
.
0
8
887
.
1
8
887.49
887.02
887
.
2
7
888
.
0
3
887
.
9
3
888
.
3
2
888.46
888
.
5
8
888
.
4
3
889.03
TOW
888.86
TOW
888.53
887.46
TOW
887.39
TOW
887.38
TOW
887.30
TOW
889.88
TOW
889.55
889.88
TOW
889.88
889.88
TOW
889.55
889.88
TOW
889.88
889.88
TOW
889.55
889.88
TOW
889.55
889
.
4
8
889
.
4
8
885
.
8
5
885
.
7
8
890.00
TOW
0 5 10 20
N
PA
R
K
I
N
G
L
O
T
G
R
A
D
I
N
G
(
S
O
U
T
H
)
19
C3.4
A S S O C I A T E S®
SHEET
JOB NO.
PROJECT MGR.
NO
.
RE
V
I
S
I
O
N
S
DA
T
E
:
JOHN GADE, P.E.
7235.002
20
2
4
AM
E
S
,
I
O
W
A
5
0
0
1
0
32
9
S
E
5
T
H
S
T
R
E
E
T
FU
R
N
I
T
U
R
E
M
A
R
T
U
S
A
COORDINATE FROST
FOOTING LOCATIONS WITH
STRUCTURAL DRAWINGS
27
1
SE 5TH STREET
889
887
888
885
884
886
88
8
88
5
88
3
884
887
1.
5
0
%
2.84
%
5.
6
8
%
12
.
1
4
%
5.
0
0
%
0.
5
0
%
0.54%
2.
5
2
%
2.50%
1.
8
4
%
24" LOADING
PLATFORM
FL
U
S
H
END CURB
NO CURB
0.
6
0
%
48" LOADING DOCKS
1.
5
0
%
1.
5
0
%
1.
5
0
%
3.
0
4
%
EX CURB CUT TO 1 1
2"
131'
24'
NO CURB
EX CURB CUT TO 1 1
2"
END CURBEND CURB
24'
6.
0
4
%
6.
0
0
%
4:
1
8" REINFORCED PCC
PAVEMENT
4" PCC SIDEWALK
8" REINFORCED PCC
PAVEMENT
8" REINFORCED PCC
PAVEMENT
8" REINFORCED PCC SIDEWALK
DETECTABLE WARNING (TYP)
DN
7,867 SF
SHIPPING/
RECEIVING
113
883.71 [M]
884.81
886
.
1
7
884
.
7
5
886.48
890
.
0
0
TO
W 890.00
TOW
886
.
0
0
885.94
886
.
0
0
885
.
8
7
888.00
883.83
TOC
885.79
884.66
887.88887.88
889.88
TOW
889.88
TOW
886.48
883.43
883.44
883.50 [M]
883.62
TOC 882.44 [M]
882.56
TOC
885.86
884.87
882.84
882.76
884
.
7
8
883.83 [M]
883.95
TOC
883.77 [M]
884.11
TOC
885.18
885.23
885.31
885.25
884.55
884.48
883.66
883.59887.59
887.67
890.00
PAD
NO CURB
0 5 10 20
N
LO
A
D
I
N
G
D
O
C
K
G
R
A
D
I
N
G
P
L
A
N
20
C3.5
A S S O C I A T E S®
SHEET
JOB NO.
PROJECT MGR.
NO
.
RE
V
I
S
I
O
N
S
DA
T
E
:
JOHN GADE, P.E.
7235.002
20
2
4
AM
E
S
,
I
O
W
A
5
0
0
1
0
32
9
S
E
5
T
H
S
T
R
E
E
T
FU
R
N
I
T
U
R
E
M
A
R
T
U
S
A
27
2
SE 5TH STREET
88
8
888
88
8
88
9
889
887888
885
884
886
88
5
88
6
88
7
88
8
88
9
883
889
889
88
8
88
5
88
3
884
887
[P-01]
[P
-
0
5
]
[P
-
0
6
]
[P
-
0
7
]
[P
-
0
8
]
[P-10]
[P
-
1
3
]
[P-12]
[P -03]
SSS
SSS
FIELD LOCATE
EXISTING 6"
SANITARY SEWER
SERVICE STUB. NEW
6" SAN SERVICE @
1.0% MIN.
CLEANOUT
15'
EXTEND 8" WATER
MAIN 6 L.F.
RELOCATED
HYDRANT
ASSEMBLY 4' FROM
EDGE OF PAVEMENT
WSWS
2" VALVE
6" VALVE
6"
F
I
R
E
2"
D
O
M
E
S
T
I
C
POWER PROVIDED BY AMES
ELEC. FROM SWITCH BOX
EXISTING 4" PVC STUB
XR
8"x6" TAPPING
VALVE AND SLEEVE
ST-05
ST-06
ST-07
ST-08
ST-01
ST-09
ST-12
ST-13 ST-10
CONNECT TO EXISTING
CORE DRILL OPENING
ST-03ST-04
ST-11
[P-11]
ST-02
[P-02]
CLEANOUT
CONNECT AT EXISTING
8" VALVE
ABANDON 6" HYDRANT
VALVE AND INSTALL 6"
MJ CAP
[8'' SUB
D
R
A
I
N
]
[8'' SU
B
D
R
A
I
N
]
UG
E
UG
E
10' ELEC. ESMT
FFE=890.00
0 15 30 60
N
UT
I
L
I
T
Y
P
L
A
N
21
C4.1
A S S O C I A T E S®
SHEET
JOB NO.
PROJECT MGR.
NO
.
RE
V
I
S
I
O
N
S
DA
T
E
:
JOHN GADE, P.E.
7235.002
20
2
4
AM
E
S
,
I
O
W
A
5
0
0
1
0
32
9
S
E
5
T
H
S
T
R
E
E
T
FU
R
N
I
T
U
R
E
M
A
R
T
U
S
A
COORDINATE CANOPY
DRAIN LOCATIONS
WITH MEP DRAWINGS
COORDINATE UTILITY
SERVICE LOCATIONS
WITH MEP DRAWINGS
ADJUST ALL WATER VALVE BOXES TO
MATCH PROPOSED GRADES.
27
3
883
889
889
[P-01]
[P
-
0
5
]
[P -03]
ST-05
ST-06
ST-01
ST-03ST-04
+
ST
-
1
00
+
ST
-
2
00
+
ST
-
3
00
+
ST
-
4
00
+
ST
-
5
00
ST-02
[P-02]
[8'' SUB
D
R
A
I
N
]
FFE=890.00
876
880
884
888
892
896
876
880
884
888
892
896
1+00 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4+00 4+40 4+80 5+00
88
8
.
3
3
88
8
.
4
8
88
8
.
6
1
88
8
.
7
3
88
9
.
4
9
88
9
.
5
2
88
9
.
5
0
88
9
.
4
9
88
9
.
5
0
88
9
.
5
0
88
9
.
5
2
88
9
.
3
3
88
9
.
4
8
88
9
.
4
4
88
9
.
5
1
88
9
.
6
5
88
9
.
3
0
88
9
.
1
6
88
9
.
1
6
[P -04] 131L.F. 18in. STORM @ 0.70%
ST-04 SW-512, 30-INCH
RIM = 888.25
FL IN = 882.01 [P -03] (18")
FL OUT = 881.91 [P -04] (18")
[P -03] 99L.F. 18in. STORM @ 0.70%
ST-03 SW-512, 30-INCH
RIM = 888.25
FL IN = 882.90 [P-02] (15")
FL OUT = 882.70 [P -03] (18")
[P-01] 50L.F. 12in. STORM
@ 0.70%
ST-01 SW-512, 18-INCH
RIM = 888.67
FL OUT = 884.15 [P-01] (12")
ST-05 SW-511
RIM = 888.33
FL IN = 881.00 [P -04] (18")
FL OUT = 880.60 [P-05] (24")
[P-02] 100L.F. 15in. STORM @ 0.70%
ST-02 SW-512, 24-INCH
RIM = 888.25
FL IN = 883.80 [P-01] (12")
FL OUT = 883.60 [P-02] (15")
0 10 20 40
N
ST
O
R
M
S
E
W
E
R
P
L
A
N
A
N
D
P
R
O
F
I
L
E
22
C4.2
A S S O C I A T E S®
SHEET
JOB NO.
PROJECT MGR.
NO
.
RE
V
I
S
I
O
N
S
DA
T
E
:
JOHN GADE, P.E.
7235.002
20
2
4
AM
E
S
,
I
O
W
A
5
0
0
1
0
32
9
S
E
5
T
H
S
T
R
E
E
T
FU
R
N
I
T
U
R
E
M
A
R
T
U
S
A
27
4
888
888
888
889
88
9
888
+
ST
-
1
0
00
+
ST
-
1
1
00
+
ST
-
1
2
00
+
ST
-
1
3
00 +
ST
-
1
4
00
+
ST
-
1
4
60[P-05][P-06][P-07]
[P-08]
ST-05
ST-06
ST-07
ST-08
ST-09
[8
'
'
S
U
B
D
R
A
I
N
]
[8
'
'
S
U
B
D
R
A
I
N
]
868
872
876
880
884
888
892
896
868
872
876
880
884
888
892
896
10+00 10+40 10+80 11+20 11+60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+60
88
8
.
3
3
88
8
.
2
4
88
8
.
1
5
88
8
.
0
5
88
8
.
7
0
88
9
.
0
5
88
8
.
0
5
88
7
.
9
4
88
7
.
8
4
88
7
.
7
4
88
8
.
2
8
88
8
.
5
4
88
7
.
4
4
88
7
.
3
3
88
7
.
2
2
88
7
.
1
1
88
7
.
0
0
88
6
.
9
8
88
7
.
1
0
88
7
.
2
5
88
6
.
2
7
88
5
.
1
8
ST-05 SW-511
RIM = 888.33
FL IN = 881.00 [P -04] (18")
FL OUT = 880.60 [P-05] (24")
[P-05] 71L.F. 24in. STORM @ 0.50%
ST-06 SW-512, 36-INCH
RIM = 887.91
FL IN = 880.25 [P-05] (24")
FL IN = 880.65 [8'' SUBDRAIN] (8")
FL OUT = 880.15 [P-06] (24")
[P-06] 118L.F. 24in. STORM @ 0.50%
ST-07 SW-512, 36-INCH
RIM = 887.52
FL IN = 879.56 [P-06] (24")
FL IN = 879.96 [8'' SUBDRAIN] (8")
FL OUT = 879.46 [P-07] (24")
[P-07] 142L.F. 24in. STORM @ 0.50%
ST-08 SC-10
CASCADE SEPARATOR
RIM = 886.78
FL IN = 878.74 [P-07] (24")
FL OUT = 878.64 [P-08] (24")
[P-08] 97L.F. 24in. STORM @ 0.50%
ST-09 SW-401, 96-INCH
RIM = 885.04
FL IN = 878.16 [P-08] (24")
FL IN = 875.33 [WEST] (60")
FL OUT = 875.33 [EAST] (60")
NOTE 1
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7235.002
20
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NOTES:
1) FIELD LOCATE EXISTING WATER MAIN.
IF STORM SEWER IS IN CONFLICT WITH
SUDAS SEPARATION REQUIREMENTS,
LOWER WATER MAIN AS NEEDED TO
ACHIEVE REQUIRED SEPARATION.
27
5
SE
5
88
9
88
5
88
4
88
6
[P
-
1
0
]
[P-13]
[P
-
1
2
]
ST-12
ST-13
CONNECT TO EXISTING
CORE DRILL OPENING
ST-11
[P
-
1
1
]
+
ST
-
3
0
00
+
ST
-
3
0
80
872
876
880
884
888
892
896
872
876
880
884
888
892
896
30+00 30+40 30+80
88
9
.
2
2
88
8
.
1
4
88
6
.
0
8
ST-13 SW-512, 36-INCH
RIM = 889.22
FL IN = 880.50 [P-11] (12")
FL IN = 884.05 [P-12] (12")
FL OUT = 880.40 [P-13] (12")
[P-13] 50L.F. 12in. STORM @ 2.00%
CONNECT TO EXISTING INTAKE
RIM = 883.28
FL IN = 879.40 [P-13] (12")
FL OUT = 878.79 [EX] (18")
NOTE 1
876
880
884
888
892
896
876
880
884
888
892
896
20+00 20+40 20+80 21+20 21+60 22+00 22+40
88
8
.
8
6
88
9
.
4
5
88
9
.
3
0
88
9
.
1
9
88
9
.
1
5
88
8
.
8
8
88
9
.
1
5
88
9
.
1
5
88
9
.
1
5
88
9
.
1
5
88
8
.
8
3
ST-12 SW-512, 18-INCH
RIM = 888.25
FL OUT = 885.00 [P-12] (12")
[P-12] 48L.F. 12in. STORM @ 2.00%
ST-13 SW-512, 36-INCH
RIM = 889.22
FL IN = 880.50 [P-11] (12")
FL IN = 884.05 [P-12] (12")
FL OUT = 880.40 [P-13] (12")
[P-11] 52L.F. 12in. STORM @ 2.00%
ST-11 SW-512, 18-INCH
RIM = 888.25
FL IN = 881.64 [P-10] (12")
FL OUT = 881.54 [P-11] (12")
[P-10] 100L.F. 12in. STORM @ 2.00%
ST-10 SW-512, 18-INCH
RIM = 888.25
FL OUT = 883.64 [P-10] (12")
SE 5TH STREET
889
887888
885
884
886
887
[P-10]
[P
-
1
3
]
[P-12]
WS WS
ST-12
ST-13 ST-10
CONNECT TO EXISTING
CORE DRILL OPENING
ST-11
[P-11]
+
ST
-
2
0
00
+
ST
-
2
1
00
+
ST
-
2
2
00
+
ST
-
2
2
40
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C4.4
A S S O C I A T E S®
SHEET
JOB NO.
PROJECT MGR.
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JOHN GADE, P.E.
7235.002
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0 10 20 40
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NOTES:
1) FIELD LOCATE EXISTING WATER MAIN. IF
STORM SEWER IS IN CONFLICT WITH SUDAS
SEPARATION REQUIREMENTS, LOWER WATER
MAIN AS NEEDED TO ACHIEVE REQUIRED
SEPARATION. IF LOWERING MAINTAIN A
MINIMUM OF 18-INCH VERTICAL SEPARATION.
IF WITHIN 18-INCHES, STORM SEWER SHALL
HAVE GASKETED JOINTS.
27
6
SE 5TH STREET
WSWS
10' ELEC. ESMT
SF
SFSF
SLSL
SL
SL
SL
SL
SL
SL
SLIP
IP
IP
IP
IP
IP
IP
IP IP IP IP IP
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25
C6.1
A S S O C I A T E S®
SHEET
JOB NO.
PROJECT MGR.
NO
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JOHN GADE, P.E.
7235.002
20
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SL SILT LOGS
LEGEND
CE CONSTRUCTION ENT.
SPILL KIT
SF SILT FENCE
IP INLET PROTECTION
CONCRETE, PAINT, AND
GROUT WASHOUT AREA
NOTE - CONCRETE WASHOUT AREA GENERALLY LOCATED
AND SHALL BE LOCATED BY THE CONTRACTOR ON SITE
IN A LOCATION APPROVED BY THE OWNER.
SHEET NOTES:
1.SWPPP CONTROLS WILL REMAIN IN PLACE
THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL
MAINTAIN EROSION CONTROLS AND PROVIDE
ADDITIONAL EROSION CONTROLS AS REQUIRED
DURING CONSTRUCTION TO PREVENT EROSION
FROM LEAVING THE SITE.
2.SOILS SHALL BE TEMPORARILY SEEDED FOR
TEMPORARY STABILIZATION, POST-CONSTRUCTION,
AND AS REQUIRED WITHIN LIMITS OF
DISTURBANCE.
3.ALL DISTURBED AREAS NOT STABILIZED BY OTHER
MEANS SHALL INCLUDE SUDAS TYPE 4 TEMPORARY
SEEDING DURING CONSTRUCTION AND TYPE 2
PERMANENT SEEDING WITH RECP TYPE 2A NATURAL
FIBER MATTING AFTER CONSTRUCTION IS
COMPLETED.
CE
27
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26
C6.2
A S S O C I A T E S®
SHEET
JOB NO.
PROJECT MGR.
NO
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:
JOHN GADE, P.E.
7235.002
20
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A
Stormwater Pollution Prevention Plan
All contractors/subcontractors shall conduct their operations in a manner that minimizes erosion and prevents sediments from leaving the site and prevents chemical contamination of soil and water.
The Contractor shall be responsible for compliance and implementation of the Pollution Prevention Plan (PPP) for their entire contract. This responsibility shall be further shared with subcontractors
whose work is a source of potential pollution as defined in this PPP. All work necessary to be in compliance with the PPP shall be considered incidental to the project. Therefore, it is in the best interest of
the Contractor to disturb as little land as possible.
Phase 1 - Site Evaluation and Design Development
Existing soil information: See the Story County Soil Survey, SW 1
4 of NE 1
4 of Section 11 of T83N, R24W.
Existing runoff quality: Existing data on runoff water quality is not available.
Location of surface water on site: none
Name of receiving stream: South Skunk River (includes site storm sewer system).
Construction activity description: General soil disturbing activities associated with construction of a commercial building including: excavation, stockpiling, trenching, backfilling, paving and seeding.
This Pollution Prevention Plan (PPP) is for Furniture Mart, Ames, Iowa.
This PPP covers approximately 4.7 acres with an estimated 4.7 acres being disturbed.
The PPP is located in an area of one (1) type of soil association: Zook Loam (54). The estimated average SCS runoff curve number for this PPP after completion will be 89.
Refer to the Plans (7235.002) for locations of typical slopes, ditch grades, and major structural and non-structural controls. A copy of this plan will be on file at the project engineer's office. Runoff
from this site eventually flows to the South Skunk River.
POTENTIAL SOURCES OF POLLUTION:
Site sources of pollution generated as a result of this work relate to silts and sediment which may be transported as a result of a storm event. However, this PPP provides conveyance for other
(non-project related) operations. These other operations have Stormwater runoff, the regulation of which is beyond the control of this PPP. Potentially this runoff can contain various pollutants
related to site-specific land uses. Examples are:
Park Landscaping Activities:
Runoff can potentially contain chemicals including herbicides, pesticides, fungicides and fertilizers.
Commercial and Industrial Activities:
Runoff from industrial and commercial land use may contain constituents associated with the specific operation. Such operations are subject to potential leaks and spills which could be commingled
with run-off from the facility. Pollutants associated with commercial and industrial activities are not readily available since they are typically proprietary.
Phase 2 - Control Selection/Plan Design
(A) Select Erosion and Sediment Controls
The contractor shall submit specifications for temporary and permanent measures to be used for controlling erosion and sediment. Demolition or clearing and grading should not be started until a
firm construction schedule is known and can be effectively coordinated with the grading and clearing activity.
The following Stabilization measures will be utilized:
Temporary seeding - Exposed areas subject to erosion should be covered as quickly as possible. Under Iowa's General Permit No. 2., re-issued 3/1/2018, disturbed areas of the construction site
that will not be redisturbed for 14 days or more must initiate stabilization measures on the last day of land disturbing activities.
Permanent seeding and planting - Permanent seeding shall be done in accordance with the Seeding Plan. The seeding schedule shall follow the Iowa Department of Transportation's specifications.
Temporary seeding shall be utilized for erosion control until permanent seeding can be established.
Mulching - Temporary vegetation will be used as mulch when permanent seeding is completed.
Preservation of Natural Vegetation - Natural Vegetation shall be preserved where possible within the construction limits. Natural vegetation shall not be disturbed outside of the demolition and
construction limits. Vegetation may be mowed or harvested for hay crop.
Vegetative Strips - Vegetative strips may be utilized to slow runoff velocities and deposit sediments from disturbed areas.
Soil Retaining Measures - Soil to be reused will be stockpiled onsite as indicated on the plans. Silt fence will be utilized to maintain soils onsite.
Minimization of land exposure - Exposure of disturbed land shall be minimized in terms of area and time.
Roadways - Roadways will be surfaced or otherwise stabilized as soon as feasible.
The following structural practices will be utilized:
Earthen Berm or Dike - Earthen dikes may be used to divert water around disturbed areas and around intakes as directed by the engineer.
Silt fence - Silt fence shall be placed on the perimeter of the disturbed area as shown on the drawings. Additional Silt fence shall be provided at the discretion of the engineer.
Gravel Construction Entrance - A gravel or rock construction entrance will be used to reduce or eliminate offsite tracking of soil or debris.
(B) Select other controls
Disposal of construction site waste materials - The contractor will be responsible for making sure that all construction wastes are properly disposed of at facilities permitted to accept these types of
wastes.
Treatment or disposal of sanitary wastes generated on-site - The contractor will be responsible for providing sanitary facilities for workers in accordance with local and state requirements. The
contractor will be responsible for disposing of sanitary waste in accordance with local and state requirements. Portable facilities shall be secured from tipping over.
Prevent off-site tracking of sediments and generation of dust - The contractor shall prevent the tracking of sediments offsite. A construction entrance shall be installed as shown on the plans. The
contractor will be responsible for immediate cleanup of any tracked mud or debris.
PCC Waste - The contractor will be responsible for preventing chemical contamination of soil and water. The contractor shall provide and maintain a containment facility for waste paving material
(i.e. PCC washout station).
Materials Management - All materials stored onsite will be stored in a neat, orderly manner in their appropriate containers and, if possible, under a roof or other enclosure. see specifications for
further recommendations. Waste materials which can easily become airborne will be contained to prevent materials leaving the site. Dumpsters shall have a cover to minimize rain water from
entering the container.
The contractor will also be responsible for preventing dust generation from construction activities. The Contractor shall take reasonable measures to prevent unnecessary dust. Earth surfaces
subject to dusting shall be kept moist with water or by application of a chemical dust suppressant. Dust prone materials in piles or in transit shall be covered when practical to prevent blowing.
Buildings and operating facilities which are affected adversely by dust shall be adequately protected from dust. Existing and new equipment which may be adversely affected by dust shall be
adequately protected.
(C) Inspection and maintenance plan
The contractor will be responsible for installation and all associated costs of erosion and stormwater management controls during the contract period. Details of control measures are shown on the
plans.
The Contractor is responsible for performing site inspections to verify controls are installed and functioning properly.
The Contractor is required to maintain all temporary erosion control measures in proper working order, including cleaning, repairing, or replacing them throughout the contract period. Cleaning of
silt control devices shall begin when the features have lost 30% of their capacity. Perform cleaning and maintenance to PCC wash-out station when station is 75% full.
(D) Control Description
Description of controls can be found in section (A). The contractor will be responsible for submitting specifications of the selected controls. The location of determined controls can be found on the
plans. Additional controls may be required at the discretion of the engineer.
(E) Schedule of major activities
Prior to initiating construction the Contractor shall submit a schedule of major activities including:
1. Land clearing and grading in relation to the corresponding schedule for all excavation work. If at all possible, the clearing should immediately precede the construction activity.
2. Installation and anticipated completion date of each control measure.
(F) Non-Storm Discharges
This includes; subsurface drains (i.e. longitudinal and standard subdrains), slope drains and bridge end drains, discharges from fire fighting activities, fire hydrant flushings, potable water sources
including waterline flushings, routine external building washdown which does not use detergents, pavement washwaters where spills of leaks of toxic or hazardous materials have not occurred
(unless all spilled material has been removed) and where detergents are not used, foundation or footing drains where flows are not contaminated with process materials such as solvents,
uncontaminated air conditioning condensate, uncontaminated springs or ground water.
(G) Prohibited Discharges
1. Wastewater from washout and cleanout of stucco, paint, form release oils, curing compounds and other construction materials.
2. Fuels, oils or other pollutants used in vehicle and equipment operation/maintenance.
3. Soaps or solvents used in vehicle and equipment washing.
Phase 3 - Plan Implementation
Contractor Certification
STORMWATER POLLUTION PREVENTION PLAN
All contractors and subcontractors, including short-term contractors and subcontractors coming on-site, must sign the contractor certification statement before conducting any professional service at
the site identified in the plan. The certification must be signed by an authorized representative (i.e., principal executive officer, vice president, general partner, proprietor, elected official). Upon
signing the certification, the contractor or sub-contractor becomes a co-permittee with the owner and other co-permittee contractors. In signing the plan, the authorized representative certifies that
the information is true and assumes liability for the plan. Note that Section 309 of the Clean Water Act provides for significant penalties where information is false or the permittee violates, either
knowingly or negligently, permit requirements.
The General Contractor will be responsible for collecting and maintaining signatures. The contractor shall provide copies of signed certifications to the owner and engineer upon request and at the
termination of the contract.
Contractor Certification Statement
“I certify under penalty of law that I understand the terms and conditions of the general National Pollutant Discharge Elimination System (NPDES) permit that authorizes the Stormwater discharges
associated with industrial activities from the construction site as a part of this certification. Further, by my signature, I understand that I am becoming a co-permittee, along with the owners(s) and
other contractors and subcontractor signing such certifications, to the Iowa Department of Natural Resources NPDES General Permit No. 2 for “Stormwater Discharge Associated with Industrial
Activity for Construction Activities” at the identified site. As a co-permittee, I understand that I, and my company, are legally required under the Clean Water Act and the Code of Iowa, to ensure
compliance with the terms and conditions of the Stormwater pollution plan developed under this NPDES permit and the terms of the NPDES permit."
(A) Notice of Intent (NOI)
The owner or an agent of the owner will fulfill the public notice requirement and submit the Notice of Intent for coverage under General Permit No. 2. The project requires the obtaining of a NPDES
General Permit for Stormwater discharge associated with construction activities. The Owner and the Contractor have a copy of this permit. The Contractor and all subcontractors shall be
responsible for compliance and fulfilling all requirements of the NPDES General permit including the Stormwater Pollution Prevention Plan.
Phase 4 - Plan Implementation
The Contractor shall follow the schedule as submitted under Phase 2 (E). The Contractor shall keep the Engineer informed of any deviation of the schedule or plan.
(A)Inspection and Maintenance Reports
A copy of the inspection log shall be maintained at the site.
(B)Records of Construction Activities
In addition to the installation and maintenance of erosion control implementation, the Contractor should keep records of the construction activity on the site. In particular, the Contractor should
keep a record of the following information:
-The dates when major grading activities occur in a particular area.
-The dates when construction activities cease in an area, temporarily or permanently.
-The dates when an area is stabilized, temporarily or permanently.
-These records can be used to make sure that areas where there is no construction activity will be stabilized within the required time frame. Records shall be retained for a period of at least three
years from the date that the site is finally stabilized.
(C)Plan Updates
The pollution prevention plan shall be updated expeditiously:
-When it does not accurately reflect the site features and operations.
-When the Contractor, Owner, or Engineer observes that it is not effective in minimizing pollutant discharge from the site.
-To include Contractors identified after the submittal of the Notice of Intent. These Contractors shall certify the plan and be identified as co-permittees and
-To identify any change in ownership or transference of the permit and permit responsibilities.
If, at any time during the effective period of the permit, the IDNR finds that the plan does not meet one or more of the minimum standards established in the general permit, the IDNR will notify the
permittee of required changes necessary to bring the plan up to standard. Permittees shall have 3 days after notification to make the necessary changes and shall submit to the Department a
written certification that the changes have been made.
(D)Report of Hazardous Conditions
Because construction activities may include handling of certain hazardous substances over the course of the project, spills of these substances may create a hazardous condition and are required to
be reported. Iowa Code, 455B.386, requires that as soon as possible but not more than six hours after the onset of a hazardous condition the IDNR and local Sheriff's Office or the office of the
Sheriff of the affected county be notified. The Owner and Engineer should also be informed of the hazardous condition in a timely manner. Contractor is responsible for spill clean-up, remediation
and reporting. IDNR (515) 725 - 8694, Polk County Sheriff (515) 286-3814
The Contractor shall submit a report to the Engineer within 14 calendar days of a hazardous condition. The report shall describe the release and the circumstances leading to the release. Steps to
prevent the reoccurrence of such releases are to be identified in the plan and implemented.
(E)Plan location and access
Plan location - A copy of the Pollution Prevention Plan must be kept at the construction site, or at a readily available alternative site approved by the Department, from the time construction begins
until the site has reached final stabilization.
Retention of records - G. P. #2 (3.01.2018) requires that copies of the Stormwater Pollution Prevention Plan and all other reports required by the permit, as well as all of the data used to complete
the Notice of Intent, be retained for 3 years after the completion of final site stabilization.
Access - Although plans and associated records are not necessarily required to be submitted to the Iowa Department of Natural Resources (IDNR), these documents must be made available upon
request, within 3 hours, to the IDNR. If Stormwater runoff is discharged to a municipal separate storm sewer system, the plans must be made available upon request to the municipal operator of
the system.
Phase 5 - Final Stabilization and Notice of Discontinuation (NoD)
(A)Final Stabilization
Final stabilization is defined in the general permit as meaning that all soil disturbing activities at the site have been completed, and that a uniform perennial vegetative cover with a density of 70%,
sufficient to preclude erosion, for the entire disturbed area of the permitted project has been established or equivalent stabilization measures have been employed or which has been returned to
agricultural production.
The Contractor shall notify the permit holder and Engineer of final stabilization in accordance with the contract documents. The Owner and Engineer will review the site before finalizing the contract
and taking control of the site. The Contractor will be required to provide a copy of all inspection and maintenance logs, schedule of construction activities, and Contractor Certifications to the Owner
at this time.
(B)Notice of Discontinuation (NoD)
The permit holder (Owner) will be required to submit the Notice of Discontinuation once control of the site has been obtained from the Contractor. All temporary control (i.e. silt fence) shall be
removed by contractor prior to filing the NoD.
27
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WSWS
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POWER PROVIDED BY AMES
ELEC. FROM SWITCH BOX
EXISTING 6" PVC STUB
XR
WB-40 - Intermediate Semi-Trailer
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A S S O C I A T E S®
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SCOTT WILLIAMS
7235.002
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9
ITEM #:26
DATE:03-25-25
DEPT:FIN
SUBJECT:PUBLIC HEARING AND NOTICE OF INTENT TO ISSUE $13,500,000
ESSENTIAL CORPORATE PURPOSE GENERAL OBLIGATION BONDS,
$235,000 GENERAL CORPORATE PURPOSE GENERAL OBLIGATION
BONDS AND ASSOCIATED TAX LEVY FOR DEBT PURPOSE
COUNCIL ACTION FORM
BACKGROUND:
The Fiscal Year (FY) 2025/26 Budget includes several capital improvements funded through General
Obligation (G.O.) Bonds. A public hearing is required to authorize the issuance of these bonds and the
associated property tax levy necessary for debt repayment. The proposed bond amounts and
corresponding property tax levy are incorporated into the FY 2025/26 budget.
The G.O. Bonds and related debt service levy outlined in the FY 2025/26 budget are based on the
projects listed in the table below. Formal approval from the City Council will be required at a later date
to authorize the bond sale, which is anticipated to occur shortly after the start of the new fiscal year.
In addition to the $13,610,195 allocated for G.O. Bond-funded capital projects, the issuance
authorization includes an additional allowance of up to $124,805 to cover issuance costs and provide
flexibility for selling bonds at a premium above their face value. However, the total debt issued will not
exceed the amount required to support the property tax levy included in the proposed budget.
The public hearings and pre-levy resolutions are necessary to establish the property tax levy for debt
service on bonds expected to be issued as part of the FY 2025/26 budget. The pre-levy amount of
$1,543,962 is included within the total debt service property tax levy of $12,180,953 for all outstanding
G.O. debt.
Additionally, the recommended FY 2025/26 budget includes $880,000 in revenue-abated G.O. Bonds to
support land acquisition and engineering/design for the new Resource Recovery and Recycling Campus.
Given that the project remains in its early development stages, staff recommends deferring the
authorization process for the bond issuance for this project until the project's financial requirements are
more clearly defined.
The Capital Improvement Plan for FY 2025/26 includes the following G.O. Bond-funded projects:
Fire Station Alerting System (General Corporate
Purpose)$ 211,905
Asphalt Street Pavement Improvements 4,000,000
Concrete Pavement Improvements 3,800,000
Seal Coat Street Pavement Improvements 1,000,000
Collector Street Pavement Improvements 500,000
Alley Pavement Improvements 400,000
Downtown Street Pavement Improvements 250,000
Traffic System Capacity Improvements 1,520,000
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Intelligent Transportation System 367,540
Airport Airside Improvements 531,750
Airport Facility Improvements 329,000
Ada Hayden Heritage Park 700,000
Subtotal Tax Supported Bonds $ 13,610,195
Estimated Issuance Costs 124,805
Grand Total 2025/26 G.O. Bond Issuance $ 13,735,000
ALTERNATIVES:
1. Authorize the issuance of Essential Corporate Purpose General Obligation Bonds in an amount
not to exceed $13,500,000, authorize the issuance of General Purpose General Obligation Bonds
in an amount not to exceed $235,000, and authorize the associated tax levy for repayment.
2. Do not authorize the issuance of Essential and General Corporate Purpose General Obligation
Bonds for the projects noted above. This alternative will prevent the City from completing the
bond-funded projects reflected in the FY 2025/26 CIP.
CITY MANAGER'S RECOMMENDED ACTION:
Prior to the issuance of debt, state law requires that a public hearing be held, and associated pre-
levy resolution be adopted. This is a required step in order to accomplish the Council’s approved
capital improvements for the upcoming fiscal year. Therefore, it is the recommendation of the City
Manager that the City Council adopt Alternative No. 1, as described above.
ATTACHMENT(S):
FY 2025-26 GO Bond List.pdf
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FY 2025/26 CIP GO Bonds
FY 2025/26 General Corporate Purpose:
Fire Station Alerting System 211,905
Issuance Costs 23,095
Total 235,000
FY 2025/26 Essential Corporate Purpose:
Asphalt Street Pavement Improvements 4,000,000
Concrete Pavement Improvements 3,800,000
Seal Coat Street Pavement Improvements 1,000,000
Collector Street Pavement Improvements 500,000
Alley Pavement Improvements 400,000
Downtown Street Pavement Improvements 250,000
Traffic System Capacity Improvements 1,520,000
Intelligent Transportation System 367,540
Airport Airside Improvements 531,750
Airport Facility Improvements 329,000
Ada Hayden Heritage Park 700,000
Issuance Costs 101,710
Total 13,500,000
Total Not to Exceed 13,735,000
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ITEM #:27
DATE:03-25-25
DEPT:PW
SUBJECT:2024/25 INTELLIGENT TRANSPORTATION SYSTEM PROGRAM (PHASE 4)
COUNCIL ACTION FORM
BACKGROUND:
The Intelligent Transportation System (ITS) Program provides for the installation of infrastructure for a
traffic adaptive signal system that will conduct real-time optimization of traffic and pedestrian flow at
signalized intersections.
Traffic adaptive systems provide a significant improvement in efficiency and will optimize travel times
during all times of the day. Completion of the network is programmed with six phases (an overall
phasing map is attached). Traffic signal improvements rank as one of the highest priority areas from the
Resident Satisfaction Survey.
This project is for Phase 4 of the program which will primarily expand the ITS network along
Lincoln Way from University Blvd. to South Dakota Avenue and Mortensen Road from
University Blvd. to South Dakota Avenue.
Staff has been working with HR Green and GBAsi, the consultant team developing this project. On
March 18, 2025, bids for the project were received as follows:
Bidder Bid Amount
Engineer's Estimate $2,254,037.90
Van Maanen Electric, Inc.$2,200,000.00
Iowa Signal Inc.$2,225,433.69
The table below shows the estimated expenses and revenues for the project:
Estimated Expenses Available Revenue
Design $ 241,150.00
Construction $2,200,000.00
Administration $ 150,000.00
Road Use Tax Fund $ 558,900
G.O. Bonds $ 476,100
ICAAP Grant*$1,521,280
Road Use Tax (Savings
from FY 23-24 Phase 3)$ 50,000
TOTAL $2,591,150 $2,606,280
*The ICAAP Grant is for 80% of eligible construction costs up to a maximum of $1,521,280.00
Construction is anticipated to occur beginning in 2025 and be completed early in 2026.
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ALTERNATIVES:
1. Approve final plans and specifications for the 2024/25 Intelligent Transportation System Program
(Phase 4) and award a contract to Van Maanen Electric, Inc. of Newton, Iowa in the amount of
$2,200,000
2. Do not approve this project.
CITY MANAGER'S RECOMMENDED ACTION:
This project will facilitate improvements to traffic management and reduction in emissions along
project corridors. Therefore, it is the recommendation of the City Manager that the City Council adopt
Alternative No. 1, as described above.
ATTACHMENT(S):
CAF Map.pdf
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28
5
To:Mayor & City Council
From:Kelly Diekmann, Director of Planning & Housing
Date:March 21, 2025
Subject:Zoning Text Amendment to Chapter 29 of the Municipal Code to Create
Townhome Building Type Standards
Item No. 28
MEMO
The ordinance relating to a Zoning Text Amendment to Chapter 29 of the Municipal
Code to Create Townhome Building Type Standards is attached for your review and
consideration for second reading.
ATTACHMENT(S):
Ordinance_Townhome_Design__2nd_Read_w_CC_changes_.pdf
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
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ITEM #:29
DATE:03-25-25
DEPT:P&H
SUBJECT:REZONING AGREEMENT AND ADOPTION OF A MASTER PLAN FOR
5119 LINCOLN WAY & 5001 LINCOLN WAY
COUNCIL ACTION FORM
BACKGROUND:
On March 25, 2024, the City Council will consider third reading and adoption of an ordinance
rezoning Outlots YY and ZZ of Sunset Ridge Subdivision Twelfth Addition (5119 and 5001
Lincoln Way) from Agricultural (A) to Suburban Residential Low Density Zone (FS-RL) with a
Master Plan for the properties.
As part of a rezoning with a Master Plan, a Zoning Agreement is required (See Attached). The
Zoning Agreement requires the property owner to conform to the Master Plan.
The owner of the properties at 5119 and 5001 Lincoln Way has reviewed the proposed Zoning
Agreement and agreed to the terms which enumerate the Master Plan requirements. The Master Plan,
among other details, identifies driveway access points to the site. The exact location of the access points
will be determined at the time of consideration of the Special Use Permit by the Zoning Board of
Adjustment (ZBA). The ZBA will review the proposed site plan for the proposed church as part of the
request for a Special Use Permit.
The final configuration of the site improvements is subject to approval by the ZBA as part of the
Special Use Permit approval. Approval of the rezoning and the Master Plan is necessary for the
property owner to proceed with development of the site as the location for the proposed Lutheran
Church of Hope.
TRAFFIC STUDY:
Staff also noted that the traffic study would be finalized and address a single Lincoln Way
driveway scenario prior to third reading. Although the final design and phasing of driveway
construction will be part of the Special Use Permit, the Council was concerned about the Master Plan
representation of access points and if traffic on Durant would be unacceptable without initial
construction of two driveways.
The traffic study was completed with the additional analysis. The study considered a first P h a s e 1A
400-seat church development that is not as large as the Phase 1B 750-seat church initially analyzed in
the study. The study assumed approximately 190 trips during the peak hour of Sunday morning.
Approximately 90% were expected to use the Lincoln Way driveway and 10% were expected utilize
Durant. With these distribution assumptions, no impacts to Durant or Hartford were identified in
the study with the first Phase 1A.
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ALTERNATIVES:
1. Resolution approving the attached Zoning Agreement and adoption of the Master Plan for 5119
and 5001 Lincoln Way and approve the rezoning ordinance on third reading and adoption of
ORDINANCE NO. 4550
2. Decline to approve the Zoning Agreement and adoption of the Master Plan and defer third
reading of the Rezoning Ordinance.
CITY MANAGER'S RECOMMENDED ACTION:
The property owner has agreed to the terms of the Zoning Agreement (which includes the Master
Plan). The Agreement is required in conjunction with the third and final reading of the rezoning
on this agenda. Therefore, it is the recommendation of the City Manager that the City Council adopt
Alternative No. 1 as described above.
ATTACHMENT(S):
Rezoning Agreement (5119-5001 Lincoln Way).pdf
Rezoning Ordinance 5001 & 5119 Lincoln Way.docx
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REZONING AGREEMENT AND ADOPTION OF A MASTER PLAN FOR
5119 LINCOLN WAY & 5001 LINCOLN WAY
THIS AGREEMENT, made and entered into this _____ day of March 2025, by and
between the City of Ames, Iowa, (hereinafter “City”) and Lutheran Church of Hope, an Iowa
nonprofit corporation, its successors and assigns (hereinafter “Developer”), collectively referred
to as the “Parties,”
WITNESSETH THAT:
WHEREAS the Parties hereto desire the improvement and development of real property
(Parcel Nos. 09-06-400-315 and 09-06-400-375) in the City of Ames, locally known as 5119 and
5001 Lincoln Way (collectively hereinafter referred to as the “Site”) and legally described as:
Outlots YY and ZZ, Sunset Ridge Subdivision Twelfth Addition, Ames, Story County, Iowa,
[approximately 22.22 acres more or less];
and
WHEREAS, the Developer is the sole titleholder of the Site, which is designated on the
Ames Plan 2040 as Residential Neighborhood 3 (RN-3). Developer is seeking rezoning of the Site
from the current zoning of Agricultural (A) to Suburban Residential Low Density Residential Zone
(FS-RL) with Master Plan; and
WHEREAS, Developer proposes to develop the Site for a “Church Campus” use that is
subject to approval by the Zoning Board of Adjustment through the Special Use Permit process as
set forth in Ames Municipal Code §29.1202(4)-1; and
S P A C E A B O V E R E S E R V E D F O R O F F I C I A L U S E
Legal description:
Return document to:
Document prepared by:
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WHEREAS, there is an existing residence on the Site that can be maintained on the
property, and its continuing use may also be determined in connection with the Special Use Permit
approval process for the Church Campus, and
WHEREAS, Developer has proposed a Master Plan to address compatibility of use and
layout of the site with the proposed FS-RL zoning; and
WHEREAS, the City Council has determined that due to specific conditions that exist on
or around the area proposed to be rezoned, or due to specific situations that require more careful
consideration of how the layout and design of a site affects general health, safety and welfare, a
Master Plan is necessary for the proposed rezoning request as set forth in Ames Municipal Code
§29.1507; and
WHEREAS, the Developer has submitted a Master Plan in conformance with the
requirements set forth in Ames Municipal Code §29.1507(4); and
WHEREAS, Ames Municipal Code §29.1507(5) mandates a zoning agreement when a
Master Plan is required and that all development of the Site comply with the Master Plan.
NOW, THEREFORE, the Parties hereto have agreed and do agree as follows:
I.
5119 & 5001 LINCOLN WAY MASTER PLAN ADOPTED
The Master Plan set forth as Attachment A and incorporated by reference in this agreement shall
be the Master Plan for the Site at 5119 & 5001 Lincoln Way. Developer agrees that all development
upon the Site shall follow and comply with the Master Plan attached hereto. Developer further
agrees that:
(a) Developer shall restrict uses upon the Site as shown on the Master Plan.
(b) Developer shall adhere to the general layout shown in the attached Master Plan in all
material aspects.
(c) Developer understands and agrees that development of the Site requires, at Developer’s
expense, implementation of Lincoln Way striping and access improvements based upon
the final traffic study with phase 1. Any additional traffic improvements, including
timing of driveway connections, will be part of the Special Use Permit review.
(d) Area designated as open space shall be preserved and maintained with the existing
vegetation; however, the Special Use Permit process may authorize improvements
within this open space area and for the general maintenance, pruning, and tree removal
of unhealthy trees.
(e) Potential access points to the Site from Lincoln Way, Frontage Road, and Durant Street
are shown on the Master Plan. The exact location of points of access to the Site will
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be determined at the time of site plan review for the proposed church with the Special
Use Permit.
II.
NON-INCLUSION OF OTHER OBLIGATIONS
The Parties acknowledge and agree that this Agreement is being executed to fulfill a
specific requirement of §29.1507(5) of the Ames Municipal Code. It is also understood that this
Agreement supplements but does not replace or supersede any agreements made with the City or
third parties. The Parties further acknowledge that all site development and subdivision standards
continue to apply to the Site.
III.
GENERAL PROVISIONS
A. Modification. The parties agree that this Agreement may be modified, amended,
or supplemented only by written agreement of the parties. In addition, any modifications or
changes to the Master Plan shall be undertaken in accordance with the process provided for in
Ames Municipal Code §29.1507(5).
B. Incorporation of Recitals and Exhibits. The recitals, together with all exhibits
attached hereto, are confirmed by the parties as true and incorporated herein by reference as if fully
set forth verbatim. The recitals and exhibits are a substantive contractual part of this Agreement.
C. Prior Agreements Binding. The terms of all prior Agreements affecting this
Property in which the City is a party, including any pre-annexation agreement and/or development
agreement, are hereby reaffirmed to the extent they are not expressly modified by this Agreement.
D. Noninclusion of Other Improvement Obligations. The Parties acknowledge and
agree that it is not possible to anticipate all the infrastructure and Code requirements that the
Developer may be required to complete or comply with to properly develop the Site. Therefore,
the Parties agree that all work done by and on behalf of the Developer with respect to other
improvements, including but not limited to, building design, building construction, and utilities,
both on-site and off-site, shall be made in compliance with the Iowa Code, SUDAS, and all other
federal, state, and local laws and policies of general application, including but not limited to
building and zoning codes, whether or not such requirements are specifically stated in this
Agreement.
E. Successors and Assigns. This Agreement shall be binding on the successors and
assigns of the parties.
IN WITNESS WHEREOF, the parties hereto have caused this instrument to be executed
effective as of the date first above written.
[ S I G N A T U R E S O N S U C C E S S I V E P A G E S ]
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LUTHERAN CHURCH OF HOPE
STATE OF IOWA, COUNTY OF STORY, SS.:
This instrument was acknowledged before me on March ______, 2025, by Chris Gunnare, as Executive
Minister and Director of Lutheran Church of Hope.
NOTARY PUBLIC
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Passed and approved on ________________________, 2025, by Resolution No. 25-________ adopted by
the City Council of the City of Ames, Iowa.
CITY OF AMES, IOWA
John A. Haila,
Renee Hall,
STATE OF IOWA, COUNTY OF STORY, SS.:
This instrument was acknowledged before me on _______________________, 2025, by John A. Haila
and Renee Hall, as Mayor and City Clerk, respectively, of the City of Ames, Iowa.
NOTARY PUBLIC
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Exhibit A – Master Plan
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DO NOT WRITE IN THE SPACE ABOVE THIS LINE, RESERVED FOR RECORDER
Prepared by: City Clerk’s Office, 515 Clark Avenue, Ames, IA 50010 Phone: 515-239-5105
Return to: Ames City Clerk, P.O. Box 811, Ames, IA 50010
ORDINANCE NO.
AN ORDINANCE AMENDING THE OFFICIAL ZONING MAP OF THE
CITY OF AMES, IOWA, AS PROVIDED FOR IN SECTION 29.301 OF THE
MUNICIPAL CODE OF THE CITY OF AMES, IOWA, BY CHANGING THE
BOUNDARIES OF THE DISTRICTS ESTABLISHED AND SHOWN ON
SAID MAP AS PROVIDED IN SECTION 29.1507 OF THE MUNICIPAL
CODE OF THE CITY OFAMES, IOWA; REPEALING ALL ORDINANCES
AND PARTS OF ORDINANCES IN CONFLICT HEREWITH AND
ESTABLISHING AN EFFECTIVE DATE
BE IT HEREBY ORDAINED by the City Council of the City of Ames, Iowa;
Section 1: The Official Zoning Map of the City of Ames, Iowa, as provided for in Section
29.301 of the Municipal Code of the City of Ames, Iowa, is amended by changing the boundaries
of the districts established and shown on said Map in the manner authorized by Section 29.1507
of the Municipal Code of the City of Ames, Iowa, as follows: That the real estate, generally located
at 5001 and 5119 Lincoln Way, is rezoned from Agricultural (A) to Suburban Residential Low
Density (FS-RL) with a Master Plan.
Real Estate Description: All Of Outlot 'Zz' And All Of Outlot 'Yy', Sunset Ridge
Subdivision, Twelfth Addition, An Official Plat, Lying Within The Southwest Quarter Of
The Southeast Quarter Of Section 6, Township 83 North, Range 24 West Of The Fifth
Principal Meridian In The City Of Ames, Story County, Iowa, And The South 80.00 Feet
Of Said Southwest Quarter Of The Southeast Quarter Adjoining The South Line Of Said
Outlot 'Yy' And Containing 23.89 Acres (1,040,680 Square Feet).
Section 2: All other ordinances and parts of ordinances in conflict herewith are hereby
repealed to the extent of such conflict.
Section 3: This ordinance is in full force and effect from and after its adoption and
publication as provided by law.
ADOPTED THIS day of ,.
299
Renee Hall, City Clerk John A Haila, Mayor
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To:Mayor and City Council
From:Brian Phillips, Assistant City Manager
Date:March 21, 2025
Subject:Amendment to Section 2.45 of Municipal Code
Item No. 30
MEMO
The ordinance relating to amendment to Section 2.45 of the Municipal Code, Duties and
Powers of the City Manager, to authorize delegation of duties and powers is attached for
your review and consideration for third reading and adoption.
ATTACHMENT(S):
Ordinance_City_Manager_Duties-Powers.pdf
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
301
ORDINANCE NO. ______
AN ORDINANCE TO AMEND THE MUNICIPAL CODE OF
THE CITY OF AMES, IOWA, BY ENACTING A NEW
SECTION 2.45(20) THEREOF, FOR THE PURPOSE OF
CLAIRIFYING CITY MANAGER’S DELEGATION OF
DUTIES AND POWERS REPEALING ANY AND ALL
ORDINANCES OR PARTS OF ORDINANCES IN CONFLICT
TO THE EXTENT OF SUCH CONFLICT; AND
ESTABLISHING AN EFFECTIVE DATE.
BE IT ENACTED, by the City Council for the City of Ames, Iowa, that:
Section One. The Municipal Code of the City of Ames, Iowa shall be and the same is hereby
amended by enacting a new Section 2.45(20) as follows:
DIVISION III
CITY MANAGER
***
Sec. 2.45. DUTIES AND POWERS OF THE CITY MANAGER.
The city manager shall be the chief administrative officer of the city and head of the administrative
service. The city manager shall:
***(20) Have the power to delegate any powers or authority to subordinate officers and department
heads to such extent that the city manager deems appropriate.
Section Two. All ordinances, or parts of ordinances, in conflict herewith are hereby repealed to
the extent of such conflict, if any.
Section Three. This ordinance shall be in full force and effect from and after its passage and
publication as required by law.
Passed this day of , 2025.
_____________________________________________________________________________
Renee Hall, City Clerk John A. Haila, Mayor
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To:Mayor & City Council
From:Mark O. Lambert, City Attorney
Date:March 21, 2025
Subject:Closed Session
Item No. 32
MEMO
I hereby advise the Council that the Council has the authority to go into closed session
under Section 21.5(1)(j), Code of Iowa, to discuss purchase of particular real estate and
Section 20.17(3), Code of Iowa, to discuss collective bargaining strategy
City Clerk's Office 515.239.5105 main
515.239.5142 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
303