HomeMy WebLinkAbout~Master - April 22, 2025, Regular Meeting of the Ames City Council1.Proclamation for "Arbor Day," April 25, 2025
2.Proclamation for "Mental Health Awareness Month," April 2025
3.Proclamation for "National Historic Preservation Month," May 2025
4.Presentation of Historic Preservation Awards
5.Motion approving payment of claims
6.Motion approving Summary of Minutes of Regular City and Tax Levy Council Meeting on April
8, 2025, and Special Meeting on April 15, 2025
7.Motion approving new Class E Retail Alcohol License - Crown Liquor, 113 Welch Avenue,
Pending Favorable Inspection
8.Motion approving extension of Outdoor Service (May 17 - May 18, 2025) for Class C Retail
Alcohol License with Outdoor Service - Tip Top Lounge, 201 E. Lincoln Way, Pending Dramshop
Review
9.Motion approving Temporary License Transfer for Class C Retail Alcohol License with Outdoor
Service on May 27, 2025 - Iowa State Center - CY Stephens
10.Motion approving the renewal of the following Beer Permits, Wine Permits, and Liquor Licenses:
a. The Great Plains Sauce & Dough Co., 129 Main Street, Special Class C Retail Alcohol
License
b. Walgreens #12108, 2719 Grand Avenue, Class E Retail Alcohol License
c. El Jefe Mexican Cuisine, 5244 Lincoln Way, Class C Retail Alcohol License, Pending
Dramshop Review
d. Mother's Pub, 2900 West Street, Class C Retail Alcohol License with Catering Privilege and
Outdoor Service, Pending Dramshop Review
e. Wasabi Somerset, 2707 Kent Avenue, Class C Retail Alcohol License
f. Hy-Vee Fast and Fresh #1, 4018 West Lincoln Way, Class E Retail Alcohol License
g. Jeff's Pizza Shop LLC, 2402 Lincoln Way, Special Class C Retail Alcohol License, Pending
Dramshop Review
11.Resolution approving Quarterly Investment Report for period ending March 31, 2025
12.Resolution correcting subdivision reference in Resolution No. 25-072, which vacated certain
AGENDA
REGULAR MEETING OF THE AMES CITY COUNCIL
COUNCIL CHAMBERS - CITY HALL
APRIL 22, 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.
CALL TO ORDER: 6:00 p.m.
PROCLAMATIONS:
PRESENTATION:
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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easements
13.Resolution approving encroachment permit for sign at 300 Main Street, 2nd level
14.Requests for Ames on the Half Shell:
a. Resolution approving waiver of enforcement of Municipal Code Section 17.17 related to
alcohol consumption in City parks with respect only to Bandshell Park from 5:00 p.m. to
9:00 p.m. on Fridays May 30-June 30
b. Motion approving 5-Day License - Special Class C Retail Alcohol License with Outdoor
Service - Ames on the Half Shell, Bandshell Park, for:
i. May 29 - June 02, 2025
ii. June 05 - June 09, 2025
iii. June 12 - June 16, 2025
iv. June 19 - June 23, 2025
v. June 26 - June 30, 2025
15.Resolution approving request from Good Neighbor Emergency Assistance to close Clark Avenue
between 6th and 7th Street from 1:00 p.m. - 8:00 p.m. on Sunday, May 18, 2025, for the Annual
Street Party Celebration
16.Requests from Ames Patriotic Council for Memorial Day Parade on Monday, May 26, 2025:
a. Motion approving blanket Temporary Obstruction Permit for closed area
b. Resolution approving closure of Pearle Avenue and 5th Street from east of Pearle Avenue
through Clark Avenue intersection from 9:00 a.m. to 11:00 a.m. for parade line-up
c. Resolution approving temporary closure of Clark Avenue from 5th Street to 9th Street
between 9:45 a.m. and 11:00 a.m. for movement of the parade
d. Resolution approving temporary closure of 9th Street between Clark Avenue and Maxwell
Avenue from 9:45 a.m. to 11:00 a.m. for movement of the parade
e. Resolution approving temporary closure of 6th Street at Clark Avenue and Duff Avenue at
9th Street, as parade moves through those intersections
17.Requests from Ames Pride for Pridefest on October 11, 2025:
a. Motion approving blanket Temporary Obstruction Permit and blanket Vending License
b. Resolution approving closure of Douglas Avenue from Main Street to 6th Street and 5th
Street between Kellogg Avenue and the alley east of Adams Family Funeral Home from
5:00 a.m. to 10:00 p.m.
c. Resolution approving waiver of parking meter fees and enforcement
d. Resolution approving waiver of fee for blanket Vending License
18.Resolution approving relinquishing & return of original bond for JT Warehouse Subdivision East
13th Street upon receipt of the replacement bond
19.Resolution approving preliminary plans and specifications for the 2024/25 Collector Street &
Water System Improvements (Oakland Street - Oliver Avenue to Hawthorne Avenue) project,
setting May 21, 2025, as the bid due date and May 27, 2025, as the date of Public Hearing
20.Resolution approving preliminary plans and specifications for the 2024/25 South 16th Street
Roadway Widening and establish May 20, 2025, as the date of letting and May 27, 2025, as the
date for report for bids
21.Resolution approving a contract renewal with HTH Companies, Inc., of Union, MO, for the Non-
Asbestos Insulation and Related Services and Supply Contract at the Power Plant for the one-year
period from July 1, 2025 through June 30, 2026 in an amount not-to-exceed $150,000
22.Resolution approving contract renewal with Integrated Global Services, Inc., Richmond, VA, for
the Boiler Tube Spray Coating and Related Services and Supplies Contract for Power Plant for the
one-year period from July 1, 2025 through June 30, 2026 in an amount not-to-exceed $590,000
23.Resolution approving contract renewal with Tri-City Electric Company of Iowa, Davenport, IA,
for the Electrical Maintenance Services Contract for Power Plant for the one-year period from July
1, 2025 through June 30, 2026 in an amount not-to-exceed $120,000
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24.Resolution approving contract renewal with Waldinger Corporation, of Des Moines, IA, for the
Power Plant Maintenance Services Contract for the one-year period from July 1, 2025 through
June 30, 2026 in an amount not-to-exceed $135,000
25.Resolution approving contract and bond for the 2023/24 CDBG Infrastructure Program (N Russell
Avenue - N 2nd Street to N 4th Street) with Iowa Water & Waste Systems of Boone, Iowa, in the
amount of $346,858.50
26.Hearing on City of Ames Budget:
a. Resolution authorizing and approving the Fiscal Year 2024/25 Adjusted Budget
b. Resolution authorizing and approving the Fiscal Year 2025/26 Budget
27.Hearing on proposed Zoning Text Amendment modifying Billboard standards and creating new
Digital Display standards
a. First passage of Ordinance
28.Hearing on 2024/25 Airport Entryway Improvements (Entry Road):
a. Motion accepting report of bids
b. Resolution approving final plans and specifications and awarding a contract for the base bid
and bid alternate to TK Concrete, Inc. of Pella, Iowa, in the amount of $554,055
29.Hearing on 69kV Transmission Line Reconstruction:
a. Motion accepting report of bids
b. Resolution approving final plans and specification and awarding a contract to Ward Electric
Company of Longmont, Colorado, in the amount of $2,228,648.92
30.Motion accepting Fitch Family Indoor Aquatic Center monthly update
31.Discussion of Ames Homebuilders Association's request for review of driveway regulations
32.Notification Requirements Review for Mailed Notice, Public Hearings, Courtesy Notices, and
Legal Notifications Webpage
33.Motion to initiate voluntary annexation of property at 57258 220th Street (East 13th Street)
34.Resolution awarding contract to Brown Reynolds Watford Architects, of College Station, Texas
for Architectural and Engineering Services to construct a New Fire Station 2 in the amount not-to-
exceed $78,800
35.Lease Agreement for Welch Lot T in Campustown
a. Motion directing staff regarding Lease Agreement
36.Resolution allocating $10,000 in marketing and education funds for fundraising campaign for new
Ames Animal Shelter
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.
HEARINGS:
PARKS & RECREATION:
PLANNING AND HOUSING:
FIRE:
PUBLIC WORKS :
POLICE/ANIMAL SHELTER:
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37.First reading of ordinance amending Chapter 28 of the Municipal Code Section 28.201 to increase
drinking water rates by 3.5% and Section 28.304(3) to increase sanitary sewer rates by 5.5% for
charges to be billed on or after July 1, 2025
38.Second reading relating to Ordinance adopting regulations for carbon monoxide alarms in rental
properties (third reading and adoption requested)
39.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
ORDINANCES:
DISPOSITION OF COMMUNICATIONS TO COUNCIL:
REPORT OF GOVERNING BODY:
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:April 18, 2025
Subject:Approval of Minutes
Item No. 6
MEMO
Attached are the minutes for the Regular Meeting of the Ames City Council on April 8,
2025, and Special Meeting on April 15, 2025, for your review and consideration.
ATTACHMENT(S):
C25-0408 Summary.pdf
C25-0408 Tax Levy Summary.pdf
C25-0415 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 OF MINUTES OF THE REGULAR MEETING OF THE AMES CITY
COUNCIL
AMES, IOWA A PRIL 8, 2025
The Regular Meeting of the Ames City Council was called to order by Mayor John Haila at 6:00
p.m. on the 8th day of April 2025, in the City Council Chambers in City Hall, 515 Clark Avenue,
pursuant to law. Present were City Council Members Bronwyn Beatty-Hansen, Gloria Betcher, Tim
Gartin, Rachel Junck, and Anita Rollins. Ex officio Emily Boland and Council Member Amber
Corrieri joined the meeting telephonically.
PROCLAMATION FOR "NATIONAL LIBRARY WEEK," APRIL 6-12, 2025: Mayor Haila
presented the proclamation to Ames Public Library Director Sheila Schofer and members of the
Ames Public Library Board of Trustees. Director Schofer thanked Mayor Haila and City Council for
their support and encouraged the community to come visit the Library to utilize all the resources that
are offered.
PROCLAMATION FOR "FAIR HOUSING MONTH," APRIL 2025: Mayor Haila presented
the proclamation to Housing Coordinator Vanessa Baker-Latimer, Beth Skluzacek of the Central
Iowa Board of Realtors, and Ames Human Relations Commission (AHRC) members Annabella
Marquez and Shawn Kenny. Coordinator Baker-Latimer invited the community to attend a screening
of “Divisible” to learn about the impacts of redlining. A panel discussion and free lunch would take
place after the screening.
PRESENTATION OF "A HOME FOR EVERYONE" AWARD BY AMES HUMAN
RELATIONS COMMISSION: Annabella Marquez, Vice Chair of AHRC, presented the award to
Kathy Pinkerton of The Salvation Army and thanked her for her service with the most vulnerable in
the community.
CONSENT AGENDA: Moved by Betcher, seconded by Beatty-Hansen, to approve the consent
agenda.
4. Motion approving payment of claims
5. Motion approving Summary of Minutes of Regular City Council Meeting on March 25, 2025
6. Motion approving Report of Change Orders for period of March 16-31, 2025
7. Motion approving Civil Service Candidates
8. Motion approving Temporary Outdoor Service for Class C Liquor License with Outdoor
Service - Sips and Paddys, 126 Welch Avenue on May 8 - May 12, 2025, Pending Dramshop
Review
9. Motion approving new 5-Day (April 21 - April 25, 2025) Class C Retail Alcohol License -
Apres Bar Co., 2321 North Loop Drive
10. RESOLUTION NO. 25-132 approving appointments to various Boards and Commissions
11. RESOLUTION NO. 25-133 approving Climate Smart Communities Initiative Grant
application submittal
12. RESOLUTION NO. 25-134 approving exception to Section 22.32(c)(2)(v) to allow alcohol
service in Sidewalk Cafe at Della Viti, 323 Main Street, Suite 102
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13. RESOLUTION NO. 25-135 repealing Resolution No. 17-097 therefore dissolving the Campus
& Community Commission
14. Requests from Ames Public Library for Ames Bike Fair on May 31, 2025:
a. Motion approving a blanket Temporary Obstruction Permit
b. RESOLUTION NO. 25-136 approving closure of Douglas Avenue from 5th Street to 6th
Street from 9:00 a.m. - 1:30 p.m.
c. RESOLUTION NO. 25-137 approving suspension of parking enforcement on Douglas
Avenue from 5th Street to 6th Street from 9:00 a.m. - 1:30 p.m.
d. RESOLUTION NO. 25-138 approving/motion denying request to waive fees for parking
meters on Douglas Avenue from 5th Street to 6th
15. RESOLUTION NO. 25-139 in support of the 2025 Central Iowa Waste Management
Association Comprehensive Solid Waste Management Plan Update
16. RESOLUTION NO. 25-140 approving preliminary plans and specifications for 2024/25
Accessibility Enhancement Program Setting May 7, 2025, as the bid due date and May 13,
2025 as the date of Public Hearing
17. RESOLUTION NO. 25-141 Setting April 22, 2025, as the date of public hearing to consider
adoption of Fiscal Year 2024/25 Adjusted Budget and Fiscal Year 2025/26 Budget
18. RESOLUTION NO. 25-142 approving the Iowa Department of Natural Resources Water
Resource Restoration Sponsored Project Performance Agreement for the Ioway Creek-
Brookside Stream Restoration Project
19. RESOLUTION NO. 25-143 approving Professional Services Agreement with WHKS & Co.
of Ames, Iowa for the 2022/23 Bridge Rehabilitation Program (S. 4th Street Pedestrian Bridge
over Ioway Creek) in an amount not to exceed $84,800
20. Airport Airside Improvements (Runway 01/19 Reconstruction):
a. RESOLUTION NO. 25-144 approving Professional Services Agreement with Bolton &
Menk, of Ames, Iowa, in an amount not to exceed $1,196,600, contingent on FAA grant
funding
b. RESOLUTION NO. 25-145 approving a grant application for Federal Funds from the
FAA
21. RESOLUTION NO. 25-146 approving contract renewal with Wulfekuhle Injection &
Pumping, of Peosta, IA, for Cell Maintenance Services for Electric Services (RDF ash), for the
one-year period from July 1, 2025, through June 30, 2026, in an amount not-to-exceed
$200,000
22. RESOLUTION NO. 25-147 approving contract renewal with Earth Services & Abatement for
Asbestos Remediation and Related Services and Supply Contract at the Power Plant for the
one-year period from July 1, 2025, through June 30, 2026, in an amount not-to-exceed
$200,000
23. RESOLUTION NO. 25-148 approving a contract renewal with Apache Industrial, of La Vista,
NE, for the Scaffolding and Related Services and Supply Contract at the Power Plant for July
1, 2025, through June 30, 2026, in an amount not-to-exceed $140,000
24. RESOLUTION NO. 25-149 approving contract renewal with TEI Construction Services Inc.,
of Duncan, SC, for Boiler Maintenance Services Contract for Power Plant for the one -year
period from July 1, 2025, through June 30, 2026, in an amount not-to-exceed $350,000
25. RESOLUTION NO. 25-150 approving contract renewal with HTH Companies, Inc., of Union,
MO, for Specialized Wet Dry Vacuum, Hydro Blast, and Related Cleaning Services for the
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Power Plant for the one-year period from July 1, 2025, through June 30, 2026, in an amount
not-to-exceed $200,000
26. RESOLUTION NO. 25-151 awarding contract to WESCO Distribution of Des Moines, Iowa
for the purchase of primary cable for Electric Services in the amount not to exceed $133,677.78
27. RESOLUTION NO. 25-152 awarding contract to Conco Services LLC, of Vernova, PA, for
Unit 7 condenser tube cleaning and eddy current testing at the Power Plant, in the amount not
to exceed $51,285.76
28. RESOLUTION NO. 25-153 awarding year three of a contract to Eide Bailly, LLP, of Dubuque,
Iowa, in the amount of $80,000 to professionally audit the City’s financial statements for FY
ending June 30, 2025
29. RESOLUTION NO. 25-154 approving contract and bond for the 2024/25 Intelligent
Transportation System Program (Phase 4) with Van Maanen Electric, Inc., of Newton, Iowa,
in the amount of $2,200,000
30. RESOLUTION NO. 25-155 approving proposed Change Orders and establish a new contract
amount of $2,052,362.58 to New Flyer of America Inc. of St. Cloud Minnesota for two 60'
Articulated Buses
31. RESOLUTION NO. 25-156 approving Change Order No.1 for Waste Disposal Operations at
the Boone County Landfill in the amount of $306,603
32. RESOLUTION NO. 25-157 approving Change Order No. 1 to S.M. Hentges and Sons, Inc., of
Jordan, MN, in the amount of $167,994 for the 2023/24 Ames Plan 2040 Sanitary Sewer Utility
Infrastructure Project (265th Street Extension)
33. Declaration of Intent to Reimburse Expenses Associated with the Construction of the Resource
Recovery and Recycling Campus Project
a. RESOLUTION NO. 25-158 allowing the City to incur expenses with the potential for
future reimbursement through a bond issuance
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 and closed the Public Forum when no one came forward
to speak.
ACCEPTANCE OF "DOWNTOWN AMES: A GUIDING VISION FOR THE FUTURE"
DOCUMENT: Assistant City Manager Brian Phillips and Director of Planning and Housing Kelly
Diekmann gave a brief history of the item and offered suggestions for the formation of a task force
to address implementation.
Mayor Haila opened Public Input.
Travis Toliver, Executive Director of Ames Main Street, shared his excitement to work with the city
to provide feedback on next steps for the project.
Ellyn Grimm, President of the Ames Main Street Board, encouraged the City Council to continue
investing in Downtown, citing its importance to the community.
Mayor Haila closed the Public Input when no one else came forward to speak.
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Moved by Beatty-Hansen, seconded by Rollins, to adopt RESOLUTION NO. 25-159 accepting
"Downtown Ames: A Guiding Vision for the Future" document and request Ames Main Street to
convene an Implementation Task Force to review and prioritize suggested tasks contained within
the Guiding Document.
Vote on Motion: 6-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby
made a portion of these Minutes.
NAMING OF THE MINI-PITCH AT LLOYD KURTZ PARK: Director of Parks and
Recreation Keith Abraham shared the support of staff and the Parks and Recreation Commission for
the proposed naming of the mini-pitch as “The Friedrich Pitch.”
Mayor Haila opened and closed the Public Input when no one came forward to speak.
Moved by Gartin, seconded by Betcher, to adopt RESOLUTION NO. 25-160 approving naming the
Mini-Pitch at Lloyd Kurtz Park "The Friedrich Pitch."
Roll Call Vote: 6-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby
made a portion of these Minutes.
LIQUOR LICENSES ELIGIBLE FOR RENEWAL: Chief of Police Geoff Huff detailed the
supporting evidence from the Ames Police Department for the approval and denial of the eligible
licenses. He cited a letter detailing action taken on behalf of the Iowa Alcoholic Beverages Division
(ABD) to deny the renewal of Perfect Games.
Mayor Haila opened the Public Input.
Kelly Palmer, Manager of Perfect Games, requested the City Council table action on the license for
Perfect Games until the appeal process through ABD had been completed.
Mayor Haila closed the Public Input when no one else came forward to speak.
Moved by Beatty-Hansen, seconded by Gartin, to deny the renewal of Perfect Games Inc., 1320
Dickinson Avenue, Class C Retail Alcohol License with Catering Privilege and Outdoor Service,
Pending Dramshop Review.
Vote on Motion: 6-0. Motion declared carried unanimously.
Moved by Beatty-Hansen, seconded by Rollins, to approve the following liquor licenses eligible for
renewal:
a. Provisions Lot F, 2400 North Loop Dr., Class C Retail Alcohol License with Catering
Privilege and Outdoor Service, Pending Dramshop Review
b. Hy-Vee Fast and Fresh #2, 636 Lincoln Way, Class E Retail Alcohol License
c. Cyclone Experience Network - Hilton Coliseum, Class C Retail Alcohol License with
Catering Privilege and Outdoor Service
Vote on Motion: 6-0. Motion declared carried unanimously.
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IMMEDIATE TOWING OF ILLEGALLY PARKED VEHICLES: Chief Huff presented the
request for authorization of immediate towing to address increased safety concerns for the dates
requested.
Moved by Betcher, seconded by Beatty-Hansen, to adopt RESOLUTION NO. 25-161 authorizing
immediate towing of illegally parked vehicles on Saturday, August 23, 2025.
Roll Call Vote: 6-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby
made a portion of these Minutes.
Council Member Corrieri left the meeting.
ENHANCED PENALTIES FOR NUISANCE PARTY VIOLATIONS: Chief Huff shared the
safety risks of large nuisance parties and the process of the City for issuing citations.
Moved by Gartin, seconded by Rollins, to adopt RESOLUTION NO. 25-162 authorizing enhanced
penalties for nuisance party violations beginning at 5:00 p.m. on Friday, August 22 and ending at
4:00 a.m. on Sunday, August 24, 2025.
Roll Call Vote: 5-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby
made a portion of these Minutes.
STAFF PRESENTATION ON FY 2025/26 WATER AND SEWER RATES: Director of Water
and Pollution Control John Dunn presented proposed increases for water and sewer rates, the impact
to customers, and the strategy of the new rate structure.
HEARING ON 2023/24 CDBG INFRASTRUCTURE PROGRAM (N RUSSELL AVENUE -
N 2ND STREET TO N 4TH STREET): Mayor Haila opened and closed the Public Hearing when
no one came forward to speak.
Moved by Betcher, seconded by Junck, to accept report of bids.
Vote on Motion: 5-0. Motion declared carried unanimously.
Moved by Betcher, seconded by Junck, to adopt RESOLUTION NO. 25-163 approving final plans
and specification and awarding a contract to Iowa Water & Waste Systems of Boone, Iowa, in the
amount of $346,858.50.
Roll Call Vote: 5-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby
made a portion of these Minutes.
HEARING ON 2019/24 LOW POINT DRAINAGE IMPROVEMENTS: Mayor Haila opened
and closed the Public Hearing when no one came forward to speak.
Moved by Junck, seconded by Betcher, to accept report of bids.
Vote on Motion: 5-0. Motion declared carried unanimously.
Moved by Rollins, seconded by Gartin, to adopt RESOLUTION NO. 25-164 approving final plans
and specification and awarding a contract to Iowa Water and Waste Systems of Boone, Iowa in the
amount of $523,245.20.
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Roll Call Vote: 5-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby
made a portion of these Minutes.
HEARING ON 2024/25 PAVEMENT RESTORATION - SLURRY SEAL PROGRAM: Mayor
Haila opened and closed the Public Hearing when no one came forward to speak.
Moved by Betcher, seconded by Junck, to accept report of bids.
Vote on Motion: 5-0. Motion declared carried unanimously.
Moved by Betcher, seconded by Junck, to adopt RESOLUTION NO. 25-165 approving final plans
and specifications and awarding a contract to Fort Dodge Asphalt Company of Fort Dodge, IA, in
the amount of $231,228.20.
Roll Call Vote: 5-0. Resolution declared adopted unanimously, signed by the Mayor, and hereby
made a portion of these Minutes.
FIRST READING OF ORDINANCE ADOPTING REGULATIONS FOR CARBON
MONOXIDE ALARMS IN RENTAL PROPERTIES: Fire Chief Rich Higgins and Building
Official Sara Van Meeteren presented the proposed language of the ordinance.
Mayor Haila opened and closed the Public Hearing when no one came forward to speak.
Moved by Betcher, seconded by Rollins, to add clarification that Section 5(c) governs “existing
building constructed prior to July 1, 2018.”
Vote on Motion: 5-0. Motion declared carried unanimously.
Moved by Gartin, seconded by Junck, to add an effective date of July 1, 2025.
Vote on Motion: 5-0. Motion declared carried unanimously.
Moved by Junck, seconded by Gartin, to pass on first reading an Ordinance adopting regulations for
carbon monoxide alarms in rental properties.
Roll Call Vote: 5-0. Motion declared carried unanimously.
FIRST READING OF ORDINANCE ASSIGNING ANNEXED AREAS TO WARDS AND
PRECINCTS (SECOND AND THIRD READINGS AND ADOPTION REQUESTED): City
Attorney Mark Lambert provided context to the City Council of the events necessitating the
requested action.
Mayor Haila opened and closed the Public Hearing when no one came forward to speak.
Moved by Beatty-Hansen, seconded by Gartin, to pass on first reading an Ordinance assigning
annexed areas to Wards and Precincts.
Roll Call Vote: 5-0. Motion declared carried unanimously.
Moved by Beatty-Hansen, seconded by Betcher, to waive the rules and proceed with second and
third reading.
Vote on Motion: 5-0. Motion declared carried unanimously.
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Moved by Junck, seconded by Beatty-Hansen, to pass on second reading an ordinance assigning
annexed areas to Wards and Precincts.
Roll Call Vote: 5-0. Motion declared carried unanimously.
Moved by Rollins, seconded by Junck, to pass on third reading and adopt ORDINANCE NO. 4553
assigning annexed areas to Wards and Precincts.
Roll Call Vote: 5-0. Motion declared carried unanimously.
THIRD READING AND ADOPTION OF ORDINANCE NO. 4552 RELATING TO A
ZONING TEXT AMENDMENT TO CHAPTER 29 OF THE MUNICIPAL CODE TO
CREATE TOWNHOME BUILDING TYPE STANDARDS: Moved by Betcher, seconded by
Beatty-Hansen, to pass on third reading and adopt ORDINANCE NO. 4552 relating to a Zoning
Text Amendment to Chapter 29 of the Municipal Code to Create Townhome Building Type
Standards.
Roll Call Vote: 5-0. Motion declared carried unanimously.
DISPOSITION OF COMMUNICATIONS TO COUNCIL: Mayor Halia noted that the three
dispositions were submitted by Director Diekmann. The first item to be considered was a memo on
Driveways Standards that the City Council had referred to staff.
Moved by Beatty-Hansen, seconded by Junck, to take the memo under advisement.
Motion Withdrawn.
Moved by Gartin, seconded by Beatty-Hansen, to place the topic on a future agenda.
Vote on Motion: 5-0. Motion declared carried unanimously.
The Monthly Work Plan status update for the Planning and Housing Department was presented next
for information only. Then, the final memo regarding Social Service Provider Standards was
evaluated.
Moved by Beatty-Hansen, seconded by Rollins, to thank Ms. Gregory for her input, take the
information under advisement, and consider the topic for the City Council in the future.
Vote on Motion: 5-0. 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 City Council Members reported on various events
attended, upcoming meetings, community events, and items of interest.
ADJOURNMENT: Moved by Betcher, seconded by Beatty-Hansen, to adjourn the meeting at
8:16 p.m.
Vote on Motion: 5-0. Motion declared carried unanimously.
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_______________________________________ __________________________________
Grace Bandstra, Deputy City Clerk John A. Haila, Mayor
_____________________________
Renee Hall, City Clerk
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SUMMARY OF MINUTES OF THE SPECIAL MEETING OF THE AMES CITY
COUNCIL
AMES, IOWA APRIL 8, 2025
The Special Meeting of the Ames City Council was called to order by Mayor John Haila at 5:15
p.m. on the 8th day of April, 2025, in the City Council Chambers in City Hall, 515 Clark Avenue,
pursuant to law. Present were Council Members Bronwyn Beatty-Hansen, Gloria Betcher, Tim
Gartin, Rachel Junck, and Anita Rollins. Ex officio Emily Boland joined the meeting
telephonically. Council Member Amber Corrieri was absent.
PUBLIC HEARING REGARDING PROPOSED PROPERTY TAX LEVY FOR
FISCAL YEAR JULY 1, 2025 - JUNE 30, 2026: Director of Finance Corey Goodenow and
Budget Manager Nancy Mastellar presented the proposed Property Taxpayer statement for the
City of Ames.
Mayor Haila opened the Public Hearing.
Jason Maquardt spoke to express his opposition to property tax increases and community
concerns on absorbing proposed tax increases from the local school districts.
Mayor Haila closed the Public Hearing when no one else came forward to speak.
ADJORNMENT: Moved by Betcher, seconded by Beatty-Hansen, to adjourn at 5:34 p.m.
Vote on Motion: 5-0. Motion declared carried unanimously.
_______________________________________ __________________________________
Grace Bandstra, Deputy City Clerk John A. Haila, Mayor
_____________________________
Renee Hall, City Clerk
14
1
SUMMARY OF MINUTES OF THE SPECIAL MEETING
OF THE AMES CITY COUNCIL
AMES, IOWA APRIL 15, 2025
The Special Meeting of the Ames City Council was called to order by Mayor John Haila at 5:59
p.m. on the 15th day of April, 2025, in the City Council Chambers in City Hall, 515 Clark Avenue,
pursuant to law. Present were Council Members Bronwyn Beatty-Hansen, Tim Gartin, Rachel
Junck, and Anita Rollins. Council Member Gloria Betcher joined the meeting telephonically.
Council Member Amber Corrieri and ex officio Emily Boland were absent.
ADA HAYDEN HERITAGE PARK TRAIL REPLACEMENT PROJECT: Parks and
Recreation Director Keith Abraham presented the Council Action Form and answered questions
from the City Council.
The Public Input was opened and closed by Mayor Haila when no one came forward to speak.
Moved by Gartin, seconded by Rollins, to approve RESOLUTION NO. 25-166 directing staff to
bid the Ada Hayden Heritage Park Trail Replacement Project to include the closing of the trail
during construction.
Roll Call Vote: 5-0. Resolution declared adopted unanimously and hereby made a portion of these
Minutes.
WORKSHOP ON ZONING ORDINANCE UPDATE: Planning and Housing Director Kelly
Diekmann presented the staff report, seeking direction from the City Council on several items
related to the zoning ordinance update to guide the development of a formal scope of work. He
reviewed a list of topics and standards to be included in the update that had previously been
identified by the City Council. Director Diekmann presented two options for the overall approach
to conducting public outreach: broad public involvement early in the process or use of an advisory
committee. He also laid out three possibilities for the format of the end product: traditional code
organization, unified development code, and form-based code. The City Council engaged in
discussion with Director Diekmann on each topic.
The Public Input was opened and closed by Mayor Haila when no one came forward to speak.
Moved by Gartin, seconded by Beatty-Hansen, to utilize a separate committee structure to be
supplemented with periodic feedback from the Planning and Zoning Commission.
Vote on Motion: 5-0. Motion declared carried unanimously.
Moved by Junck, seconded by Betcher, to proceed with the Unified Development Code format.
Vote on Motion: 5-0. Motion declared carried unanimously.
COUNCIL COMMENTS: The Mayor and City Council Members reported on various events
attended, upcoming meetings, community events, and items of interest.
ADJOURNMENT: Moved by Gartin, seconded by Beatty-Hansen, to adjourn the meeting at 7:54
15
2
p.m.
Vote on Motion: 5-0. Motion declared carried unanimously.
__________________________________ ____________________________________
Jeramy Neefus, Principal Clerk John A. Haila, Mayor
__________________________________
Renee Hall, City Clerk
16
To:Mayor and City Council
From:Grace Bandstra, Deputy City Clerk
Date:April 22, 2025
Subject:New Class E Retail Alcohol License - Crown Liquor, 113 Welch Avenue
Item No. 7
MEMO
Please see the attached documentation for a motion approving new Class E Retail
Alcohol License - Crown Liquor, 113 Welch Avenue, Pending Favorable Inspection.
ATTACHMENT(S):
Crown Liquor New App.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
17
Page 1 of 2
Applicant
NAME OF LEGAL ENTITY
CROWN AMES LLC
NAME OF BUSINESS(DBA)
crown liquor
BUSINESS
(309) 525-3044
ADDRESS OF PREMISES
113 Welch AvenueCampustown
PREMISES SUITE/APT NUMBER CITY
Ames
COUNTY
Story
ZIP
50014
MAILING ADDRESS
3889 Grayhawk Court
CITY
Bettendorf
STATE
Iowa
ZIP
52722
Contact Person
NAME
partap singh
PHONE
(309) 525-3044
EMAIL
crownamesllc@gmail.com
License Information
LICENSE NUMBER LICENSE/PERMIT TYPE
Class E Retail Alcohol License
TERM
12 Month
STATUS
Submitted
to Local
Authority
TENTATIVE EFFECTIVE DATE
May 1, 2025
TENTATIVE EXPIRATION DATE
Apr 30, 2026
LAST DAY OF BUSINESS
SUB-PERMITS
Class E Retail Alcohol License
PRIVILEGES 18
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
partap singh Bettendorf Iowa 52722 owner 50.00 Yes
major singh Iowa City Iowa 52245 owner 50.00 No
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
19
To:Mayor and City Council
From:Grace Bandstra, Deputy City Clerk
Date:April 22, 2025
Subject:Extension of Outdoor Service (May 17 - May 18, 2025) - Tip Top Lounge,
201 East Lincoln Way
Item No. 8
MEMO
Please see the attached documentation for a motion approving extension of Outdoor
Service (May 17 - May 18, 2025) for Class C Retail Alcohol License with Outdoor
Service - Tip Top Lounge, 201 E. Lincoln Way, Pending Dramshop Review.
ATTACHMENT(S):
Tip Top 05.17 - 05.18.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
20
Page 1 of 2
Applicant
NAME OF LEGAL ENTITY
A & K LLC
NAME OF BUSINESS(DBA)
Tip Top Lounge
BUSINESS
(515) 231-8388
ADDRESS OF PREMISES
201 E Lincoln Way
PREMISES SUITE/APT NUMBER CITY
Ames
COUNTY
Story
ZIP
50010
MAILING ADDRESS
3315 146th Cir
CITY
Urbandale
STATE
Iowa
ZIP
50323
Contact Person
NAME
Andrew White
PHONE
(515) 231-8388
EMAIL
whitecor@aol.com
License Information
LICENSE NUMBER
LC0029665
LICENSE/PERMIT TYPE
Class C Retail Alcohol License
TERM
12 Month
STATUS
Pending
Dramshop
Review
EFFECTIVE DATE
Jan 1, 2025
EXPIRATION DATE
Dec 31, 2025
LAST DAY OF BUSINESS
SUB-PERMITS
Class C Retail Alcohol License
21
Page 2 of 2
PRIVILEGES
Outdoor Service
Status of Business
BUSINESS TYPE
Limited Liability Company
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
May 17, 2025
OUTDOOR SERVICE EXPIRATION
DATE
May 18, 2025
BOND EFFECTIVE DATE TEMP TRANSFER EFFECTIVE
DATE
TEMP TRANSFER EXPIRATION
DATE
22
To:Mayor and City Council
From:Grace Bandstra, Deputy City Clerk
Date:April 22, 2025
Subject:Temporary License Transfer for Class C Retail Alcohol License with Outdoor
Service on May 27, 2025 - Iowa State Center - CY Stephens
Item No. 9
MEMO
Please see the attached documentation for a motion approving Temporary License
Transfer for Class C Retail Alcohol License with Outdoor Service on May 27, 2025 -
Iowa State Center - CY Stephens. CY Stephens will be catering an event at Reiman
Gardens.
ATTACHMENT(S):
CY Stephens License Transfer 5.27.25.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
23
Page 1 of 2
Applicant
NAME OF LEGAL ENTITY
VenuWorks of Ames LLC
NAME OF BUSINESS(DBA)
Iowa State Center - CY Stephens
BUSINESS
(515) 294-8809
ADDRESS OF PREMISES
CY Stephens- Iowa State
University
PREMISES SUITE/APT NUMBER CITY
Ames
COUNTY ZIP
50010
MAILING ADDRESS
CY Stephens- Iowa State
University
CITY
Ames
STATE
Iowa
ZIP
50010
Contact Person
NAME
Tammy Koolbeck
PHONE
(319) 929-5755
EMAIL
tkool@iastate.edu
License Information
LICENSE NUMBER
LC0041979
LICENSE/PERMIT TYPE
Class C Retail Alcohol License
TERM
12 Month
STATUS
Submitted
to Local
Authority
TENTATIVE EFFECTIVE DATE
Sep 1, 2024
TENTATIVE EXPIRATION DATE
Aug 31, 2025
LAST DAY OF BUSINESS
SUB-PERMITS
Class C Retail Alcohol License
24
Page 2 of 2
PRIVILEGES
Catering
Status of Business
BUSINESS TYPE
Limited Liability Company
Ownership
No Ownership information found
Insurance Company Information
INSURANCE COMPANY
Firemans Fund Insurance Co
POLICY EFFECTIVE DATE
July 1, 2024
POLICY EXPIRATION DATE
July 1, 2025
DRAM CANCEL DATE OUTDOOR SERVICE EFFECTIVE
DATE
OUTDOOR SERVICE EXPIRATION
DATE
BOND EFFECTIVE DATE TEMP TRANSFER EFFECTIVE
DATE
May 27, 2025
TEMP TRANSFER EXPIRATION
DATE
May 28, 2025
25
To:Mayor John Haila and Ames City Council Members
From:Lieutenant Tom Shelton, Ames Police Department
Date:April 7, 2025
Subject:Beer Permits & Liquor License Renewal Reference City Council Agenda
Item No. 10
MEMO
The following licenses are eligible for renewal:
a. The Great Plains Sauce & Dough Co., 129 Main Street, Special Class C Retail
Alcohol License
b. Walgreens #12108, 2719 Grand Avenue, Class E Retail Alcohol License
c. El Jefe Mexican Cuisine, 5244 Lincoln Way, Class C Retail Alcohol License,
Pending Dramshop Review
d. Mother's Pub, 2900 West Street, Class C Retail Alcohol License with Catering
Privilege and Outdoor Service, Pending Dramshop Review
e. Wasabi Somerset, 2707 Kent Avenue, Class C Retail Alcohol License
f. Hy-Vee Fast and Fresh #1, 4018 West Lincoln Way, Class E Retail Alcohol
License
g. Jeff's Pizza Shop LLC, 2402 Lincoln Way, Special Class C Retail Alcohol License,
Pending Dramshop Review
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
26
To:Mayor and City Council
From:Roger Wisecup, CPA, City Treasurer
Date:April 18, 2025
Subject:Investment Report for Quarter Ending March 31, 2025
Item No. 11
MEMO
Please see the attachment for the Investment Report for the Quarter Ending March 31,
2025.
ATTACHMENT(S):
Qtrly Investment Rpt March 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
27
Caring People Quality Programs Exceptional Service
515.239.5119 main
515.239-5320 fax
515 Clark Ave. P.O. Box 811
Ames, IA 50010
www.CityofAmes.org
City Treasurer
MEMO
To: Mayor and City Council
From: Roger Wisecup, CPA
City Treasurer
Date: April 9, 2025
Subject: Investment Report for Quarter Ending March 31, 2025
Introduction
The purpose of this memorandum is to present a report summarizing the performance of
the City of Ames investment portfolio for the quarter ending March 31, 2025.
Discussion
This report covers the period ending March 31, 2025, and presents a summary of the
investments on hand at the end of March 2025. The investments are valued at amortized
cost; this reflects the same basis that the assets are carried on the financial records of
the City. All investments are in compliance with the current Investment Policy.
Comments
The Federal Reserve opted to maintain the current federal fund rate at 4.50-4.75 percent
in the last quarter. The yield curve is currently inverted, making shorter maturities pay
higher interest rates than longer maturities. Future investments will be made at current
interest rates and future interest income will stay steady. We will continue to evaluate our
current investment strategy, remaining flexible to future investments while the Federal
Reserve evaluates the target rate.
28
BOOK MARKET UN-REALIZED
DESCRIPTION VALUE VALUE GAIN/(LOSS)
CERTIFICATES OF DEPOSIT 0
FEDERAL AGENCY DISCOUNTS 5,414,408 5,412,200 (2,207)
FEDERAL AGENCY SECURITIES 115,112,249 115,013,352 (98,898)
INVESTMENT POOLS 0
COMMERCIAL PAPER 17,015,775 17,013,037 (2,738)
MISC COUPON SECURITIES 0
PASS THRU SECURITIES PAC/CMO 4,082,220 4,243,077 160,857
MONEY FUND SAVINGS ACCOUNTS 308,901 308,901 0
CORPORATE BONDS 0
US TREASURY DISCOUNTS 1,979,023 1,978,383 (641)
US TREASURY SECURITIES 95,725,524 95,442,361 (283,163)
INVESTMENTS 239,638,100 239,411,310 (226,790)
CASH ACCOUNTS 30,675,707 30,675,707
TOTAL FUNDS AVAILABLE 270,313,807 270,087,017 (226,790)
ACCRUAL BASIS INVESTMENT EARNINGS YR-TO-DATE
GROSS EARNINGS ON INVESTMENTS:6,760,305
INTEREST EARNED ON CASH:1,187,597
TOTAL INTEREST EARNED:7,947,902
AND THE ACCUMULATED YEAR-TO-DATE
CITY OF AMES, IOWA
CASH AND INVESTMENTS SUMMARY
AND SUMMARY OF INVESTMENT EARNINGS
FOR THE QUARTER ENDED MARCH 31, 2025
29
30
YTM
365
Page 1
Par Value Book Value
Maturity
Date
Stated
RateMarket Value
March 31, 2025
Portfolio Details - Investments
Average
BalanceIssuer
Portfolio Management
Investments FY 2024-2025
Days to
Maturity
YTM
360CUSIPInvestment #
Purchase
Date
Money Market
0.300First Interstate Bank4531558874 308,900.99 308,900.99 0.300308,900.99 0.296SYS4531558874B 1
308,900.99 0.296308,900.99308,900.99308,797.97Subtotal and Average 0.300 1
Commercial Paper Disc. -Amortizing
4.267Credit Agricole1207-24A 2,700,000.00 2,674,485.00 06/24/20254.05009/30/2024 2,672,595.00 4.20922533TTQ9 84
4.267Credit Agricole1207-24B 2,000,000.00 1,981,100.00 06/24/20254.05009/30/2024 1,979,700.00 4.20922533TTQ9 84
4.618Credit Agricole1226-24 5,000,000.00 4,955,287.50 06/13/20254.41011/14/2024 4,955,950.00 4.55422533TTD8 73
4.315Moët Hennessy Louis Vuitton SE1258-25 1,500,000.00 1,474,571.67 08/25/20254.18003/25/2025 1,474,470.00 4.25655078TVR5 146
4.308Moët Hennessy Louis Vuitton SE1259-25 1,500,000.00 1,469,839.99 09/22/20254.16003/25/2025 1,469,835.00 4.24950244LWN0 174
4.510Natixis1236-24 3,000,000.00 2,973,537.50 06/13/20254.35012/13/2024 2,973,537.00 4.44863873JTD2 73
4.333Toyota1201-24 1,500,000.00 1,486,953.33 06/16/20254.12009/25/2024 1,486,950.00 4.27389232LTG1 76
17,015,774.99 4.36417,013,037.0017,200,000.0016,933,691.41Subtotal and Average 4.425 91
Federal Agency Coupon Securities
0.600Farmer Mac0962-20 1,000,000.00 1,000,000.00 11/20/20250.60011/20/2020 975,375.90 0.59231422B3F5 233
5.094Farmer Mac1118-23A 1,500,000.00 1,498,723.31 08/14/20254.85008/23/2023 1,501,710.15 5.02531422X5Y4 135
5.094Farmer Mac1118-23B 1,000,000.00 999,148.87 08/14/20254.85008/23/2023 1,001,140.10 5.02531422X5Y4 135
4.701Farmer Mac1160-24A 1,500,000.00 1,452,748.20 01/15/20260.48002/20/2024 1,455,168.90 4.63631422B6K1 289
4.701Farmer Mac1160-24B 1,000,000.00 968,498.80 01/15/20260.48002/20/2024 970,112.60 4.63631422B6K1 289
4.070Farmer Mac1253-25A 1,500,000.00 1,489,457.35 04/12/20283.35003/05/2025 1,480,180.42 4.01431422XXC1 1,107
4.070Farmer Mac1253-25B 1,000,000.00 992,971.56 04/12/20283.35003/05/2025 986,786.94 4.01431422XXC1 1,107
3.232Federal Farm Credit1045-22A 1,500,000.00 1,496,043.48 11/25/20252.80006/13/2022 1,486,264.95 3.1883133ENXQ8 238
3.232Federal Farm Credit1045-22B 1,000,000.00 997,362.32 11/25/20252.80006/13/2022 990,843.30 3.1883133ENXQ8 238
4.710Federal Farm Credit1069-22 2,500,000.00 2,393,565.62 05/27/20260.66010/14/2022 2,400,372.00 4.6463133EMHH8 421
4.675Federal Farm Credit1179-24 1,000,000.00 869,450.00 06/01/20291.12505/31/2024 888,846.10 4.6113133EMHZ8 1,522
4.540Federal Farm Credit1184-24A 1,500,000.00 1,444,212.56 03/15/20272.50007/10/2024 1,455,975.00 4.4783133ENRK8 713
4.540Federal Farm Credit1184-24B 1,000,000.00 962,808.37 03/15/20272.50007/10/2024 970,650.00 4.4783133ENRK8 713
3.606Federal Farm Credit1199-24A 1,500,000.00 1,526,638.12 07/30/20265.00009/20/2024 1,517,090.10 3.5563133EPZY4 485
3.606Federal Farm Credit1199-24B 1,000,000.00 1,017,758.75 07/30/20265.00009/20/2024 1,011,393.40 3.5563133EPZY4 485
3.431Federal Farm Credit1212-24 1,000,000.00 1,003,181.84 04/13/20263.75009/30/2024 995,985.30 3.3843133EPFT7 377
4.130Federal Farm Credit1224-24 1,000,000.00 981,038.20 01/28/20261.75010/28/2024 980,344.70 4.0733133ELKA1 302
4.130Federal Farm Credit1230-24 1,000,000.00 1,004,800.90 08/14/20264.50012/03/2024 1,005,217.80 4.0733133EPSW6 500
0.581Federal Home Loan Bank0975-21 1,000,000.00 999,383.84 02/17/20260.65002/22/2021 969,318.60 0.5733130AL4V3 322
0.841Federal Home Loan Bank0978-21 1,000,000.00 997,805.78 02/11/20260.58003/15/2021 969,050.70 0.8293130AKXB7 316
1.116Federal Home Loan Bank0980-21 2,650,000.00 2,649,395.95 04/14/20261.50004/14/2021 2,578,711.82 1.1013130ALVT8 378
0.600Federal Home Loan Bank0994-21 2,000,000.00 2,000,000.00 05/28/20250.60009/03/2021 1,988,144.60 0.5923130ANKM1 57
Portfolio 2025
AC
Run Date: 04/07/2025 - 16:43 PM (PRF_PM2) 7.3.11
Report Ver. 7.3.11 31
YTM
365
Page 2
Par Value Book Value
Maturity
Date
Stated
RateMarket Value
March 31, 2025
Portfolio Details - Investments
Average
BalanceIssuer
Portfolio Management
Investments FY 2024-2025
Days to
Maturity
YTM
360CUSIPInvestment #
Purchase
Date
Federal Agency Coupon Securities
3.746Federal Home Loan Bank1060-22 1,500,000.00 1,498,731.41 06/06/20253.25009/13/2022 1,496,687.25 3.6943130AS6N4 66
4.148Federal Home Loan Bank1061-22 1,500,000.00 1,499,896.48 08/28/20254.13009/13/2022 1,498,307.70 4.0913130ASZD4 149
4.000Federal Home Loan Bank1062-22 1,500,000.00 1,500,000.00 09/29/20254.00009/29/2022 1,497,365.10 3.9453130AT7A9 181
5.050Federal Home Loan Bank1120-23A 1,500,000.00 1,497,660.34 04/14/20250.50009/08/2023 1,497,906.00 4.9813130AJHU6 13
5.050Federal Home Loan Bank1120-23B 1,000,000.00 998,440.23 04/14/20250.50009/08/2023 998,604.00 4.9813130AJHU6 13
5.029Federal Home Loan Bank1121-23A 1,000,000.00 997,213.22 07/14/20254.00009/15/2023 998,739.60 4.9603130ASGW3 104
5.029Federal Home Loan Bank1121-23B 1,000,000.00 997,213.22 07/14/20254.00009/15/2023 998,739.60 4.9603130ASGW3 104
5.194Federal Home Loan Bank1143-23 2,000,000.00 1,981,531.37 06/30/20251.25011/09/2023 1,984,402.00 5.1233130AQ5S8 90
4.532Federal Home Loan Bank1156-24 2,000,000.00 2,000,000.00 09/08/20254.53002/05/2024 2,001,770.60 4.4703130AYTS5 160
4.591Federal Home Loan Bank1157-24 2,000,000.00 2,000,000.00 08/01/20254.59002/08/2024 2,001,423.00 4.5283130AYVK9 122
1.858Federal Home Loan Bank1161-24 1,250,000.00 1,219,702.05 12/30/20251.25002/26/2024 1,229,858.00 1.8323130AKLS3 273
4.770Federal Home Loan Bank1162-24 900,000.00 880,132.49 12/30/20251.75002/26/2024 884,545.20 4.7053130AQFB4 273
4.891Federal Home Loan Bank1175-24 4,000,000.00 3,929,482.60 05/26/20274.00004/15/2024 3,990,336.40 4.8243130ARYA3 785
5.394Federal Home Loan Bank1176-24 4,000,000.00 3,990,893.38 04/10/20285.31004/15/2024 4,000,842.80 5.3203130B0PY9 1,105
2.496Federal Home Loan Bank1178-24 600,000.00 579,675.42 05/26/20262.00004/19/2024 585,587.94 2.4613130AMFN7 420
4.750Federal Home Loan Bank1181-24 1,500,000.00 1,428,666.37 08/13/20261.05006/21/2024 1,437,842.55 4.6853130ANGM6 499
4.741Federal Home Loan Bank1182-24 1,000,000.00 976,398.65 03/30/20262.25007/10/2024 981,345.20 4.6763130ARCU3 363
4.550Federal Home Loan Bank1183-24A 1,500,000.00 1,405,493.90 02/26/20271.00007/10/2024 1,416,664.20 4.4883130ALDA9 696
4.550Federal Home Loan Bank1183-24B 1,000,000.00 936,995.93 02/26/20271.00007/10/2024 944,442.80 4.4883130ALDA9 696
4.510Federal Home Loan Bank1185-24A 1,410,000.00 1,317,931.32 03/30/20271.00007/10/2024 1,329,527.63 4.4493130ANZB9 728
4.510Federal Home Loan Bank1185-24B 1,000,000.00 934,703.06 03/30/20271.00007/10/2024 942,927.40 4.4493130ANZB9 728
4.560Federal Home Loan Bank1186-24A 1,500,000.00 1,450,138.67 02/24/20260.68007/31/2024 1,453,149.00 4.4983130ALCB8 329
4.560Federal Home Loan Bank1186-24B 1,000,000.00 966,759.11 02/24/20260.68007/31/2024 968,766.00 4.4983130ALCB8 329
3.670Federal Home Loan Bank1190-24A 1,500,000.00 1,446,813.18 10/28/20261.31009/13/2024 1,437,125.85 3.6203130APL29 575
3.670Federal Home Loan Bank1190-24B 1,000,000.00 964,542.12 10/28/20261.31009/13/2024 958,083.90 3.6203130APL29 575
3.690Federal Home Loan Bank1191-24 500,000.00 482,735.52 11/27/20261.50009/13/2024 479,500.00 3.6393130APXV2 605
3.530Federal Home Loan Bank1195-24 1,335,000.00 1,292,623.52 01/27/20271.70009/17/2024 1,280,523.59 3.4823130AQM26 666
3.530Federal Home Loan Bank1196-24 1,250,000.00 1,215,459.17 02/25/20272.00009/17/2024 1,203,238.50 3.4823130AQRQ8 695
3.701Federal Home Loan Bank1211-24 1,000,000.00 1,005,374.42 12/12/20254.50009/30/2024 1,001,780.70 3.6503130ATUC9 255
3.820Federal Home Loan Bank1214-24 1,500,000.00 1,439,906.63 12/28/20261.40010/07/2024 1,433,639.10 3.7683130AQEV1 636
4.481Federal Home Loan Bank1221-24 2,000,000.00 1,997,826.01 04/28/20253.00010/15/2024 1,997,858.00 4.4193130ARP96 27
4.340Federal Home Loan Bank1229-24A 1,500,000.00 1,441,130.24 06/30/20261.05011/25/2024 1,444,182.60 4.2813130AN2H2 455
4.340Federal Home Loan Bank1229-24B 1,000,000.00 960,753.50 06/30/20261.05011/25/2024 962,788.40 4.2813130AN2H2 455
4.120Federal Home Loan Bank1235-24A 1,500,000.00 1,414,991.89 01/29/20270.85012/12/2024 1,416,433.05 4.0643130AKRE8 668
4.120Federal Home Loan Bank1235-24B 1,000,000.00 943,327.92 01/29/20270.85012/12/2024 944,288.70 4.0643130AKRE8 668
3.764Federal Home Loan Bank1255-25 500,000.00 495,354.50 03/13/20262.75003/14/2025 493,576.54 3.7123130AAUF3 346
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Par Value Book Value
Maturity
Date
Stated
RateMarket Value
March 31, 2025
Portfolio Details - Investments
Average
BalanceIssuer
Portfolio Management
Investments FY 2024-2025
Days to
Maturity
YTM
360CUSIPInvestment #
Purchase
Date
Federal Agency Coupon Securities
4.064Federal Home Loan Bank1256-25 1,200,000.00 1,204,973.06 03/13/20264.50003/14/2025 1,203,997.92 4.0083130AV6J6 346
4.020Federal Home Loan Bank1257-25 1,000,000.00 1,004,919.10 03/13/20264.50003/17/2025 1,003,706.60 3.9653130AV6J6 346
4.250Federal Home Loan Bank1260-25 1,500,000.00 1,500,000.00 03/28/20304.25003/28/2025 1,500,000.00 4.1923130B5Q50 1,822
3.675Federal Home Loan Mortgage Co.1200-24A 3,000,000.00 2,994,020.97 12/15/20263.55009/24/2024 2,971,506.90 3.6243134HANA7 623
3.675Federal Home Loan Mortgage Co.1200-24B 2,000,000.00 1,996,013.98 12/15/20263.55009/24/2024 1,981,004.60 3.6243134HANA7 623
4.180Federal Home Loan Mortgage Co.1225-24 1,500,000.00 1,433,834.36 07/15/20260.60011/05/2024 1,432,675.95 4.1233134GXKD5 470
4.130Federal Home Loan Mortgage Co.1234-24 1,000,000.00 944,801.95 12/30/20260.75012/12/2024 944,383.20 4.0743134GW6P6 638
4.230Federal Home Loan Mortgage Co.1238-24 2,000,000.00 1,964,122.17 09/23/20250.37512/16/2024 1,962,994.00 4.1723137EAEX3 175
4.332Federal Home Loan Mortgage Co.1248-25 1,000,000.00 998,864.44 08/28/20254.05002/19/2025 998,306.40 4.2733134GXS54 149
4.257Federal Home Loan Mortgage Co.1249-25 1,500,000.00 1,466,248.92 11/24/20250.50002/19/2025 1,464,843.23 4.1983134GXBN3 237
4.810Federal Home Loan Mortgage Co.1252-25 5,000,000.00 4,988,417.39 05/28/20274.10003/03/2025 4,990,623.50 4.7443134HBCB5 787
4.938Federal Nat'l Mtg. Assoc.1174-24 3,850,000.00 3,672,600.93 05/28/20260.70004/15/2024 3,697,098.02 4.8713135GA4Q1 422
4.200Federal Nat'l Mtg. Assoc.1197-24 4,700,000.00 4,664,213.36 06/17/20250.50009/19/2024 4,661,722.73 4.1433135G04Z3 77
3.820Federal Nat'l Mtg. Assoc.1213-24A 1,500,000.00 1,490,452.22 09/30/20263.37510/07/2024 1,482,303.75 3.7683135GAVJ7 547
3.820Federal Nat'l Mtg. Assoc.1213-24B 1,000,000.00 993,634.81 09/30/20263.37510/07/2024 988,202.50 3.7683135GAVJ7 547
4.216Federal Nat'l Mtg. Assoc.1222-24A 1,500,000.00 1,483,016.63 07/30/20250.70010/24/2024 1,481,732.55 4.1583135G05M1 120
4.216Federal Nat'l Mtg. Assoc.1222-24B 1,000,000.00 988,677.75 07/30/20250.70010/24/2024 987,821.70 4.1583135G05M1 120
4.117Tennessee Valley Authority1198-24A 1,500,000.00 1,493,967.32 05/15/20250.75009/20/2024 1,493,367.45 4.061880591EW8 44
4.117Tennessee Valley Authority1198-24B 1,000,000.00 995,978.21 05/15/20250.75009/20/2024 995,578.30 4.061880591EW8 44
115,112,249.23 4.031115,013,351.58117,145,000.00113,244,039.85Subtotal and Average 4.087 448
Federal Agency Disc. -Amortizing
4.455Federal Home Discoun t Note1220-24 3,000,000.00 2,989,753.33 04/30/20254.24010/15/2024 2,988,810.47 4.394313385EZ5 29
4.261Federal Home Discoun t Note1233-24 1,000,000.00 977,919.59 10/15/20254.03512/06/2024 977,000.00 4.203313385MZ6 197
4.261Federal Home Discoun t Note1247-25 1,500,000.00 1,446,735.00 02/13/20264.02002/18/2025 1,446,390.00 4.203313385TA4 318
5,414,407.92 4.3085,412,200.475,500,000.006,033,493.52Subtotal and Average 4.368 137
Treasury Coupon Securities
0.663U.S. Treasury0983-21 6,000,000.00 5,995,987.48 05/31/20250.25004/15/2021 5,959,218.60 0.654912828ZT0 60
0.515U.S. Treasury0988-21 4,000,000.00 3,998,278.62 05/31/20250.25006/11/2021 3,972,812.40 0.508912828ZT0 60
0.785U.S. Treasury1011-21 4,000,000.00 3,996,537.48 05/31/20250.25010/15/2021 3,972,812.40 0.775912828ZT0 60
1.005U.S. Treasury1012-21 3,500,000.00 3,489,885.73 05/31/20260.75010/15/2021 3,369,570.40 0.99191282CCF6 425
2.641U.S. Treasury1032-22 9,000,000.00 8,813,529.67 05/31/20260.75004/14/2022 8,664,609.60 2.60591282CCF6 425
2.756U.S. Treasury1037-22 4,500,000.00 4,296,417.29 05/31/20270.50004/18/2022 4,184,542.80 2.719912828ZS2 790
4.320U.S. Treasury1070-22 5,000,000.00 4,814,692.54 05/15/20272.37510/14/2022 4,844,453.00 4.260912828X88 774
4.301U.S. Treasury1071-22 1,000,000.00 926,142.01 05/31/20270.50010/14/2022 929,898.40 4.242912828ZS2 790
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YTM
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Page 4
Par Value Book Value
Maturity
Date
Stated
RateMarket Value
March 31, 2025
Portfolio Details - Investments
Average
BalanceIssuer
Portfolio Management
Investments FY 2024-2025
Days to
Maturity
YTM
360CUSIPInvestment #
Purchase
Date
Treasury Coupon Securities
5.091U.S. Treasury1123-23 1,000,000.00 981,056.14 08/31/20250.25009/27/2023 983,593.80 5.02191282CAJ0 152
5.150U.S. Treasury1124-23A 1,500,000.00 1,497,425.25 04/30/20252.87509/28/2023 1,497,890.70 5.0809128284M9 29
5.150U.S. Treasury1124-23B 1,000,000.00 998,283.50 04/30/20252.87509/28/2023 998,593.80 5.0809128284M9 29
5.080U.S. Treasury1125-23 500,000.00 497,172.52 07/15/20253.00009/28/2023 498,074.20 5.01191282CEY3 105
5.160U.S. Treasury1128-23 1,000,000.00 995,558.06 06/15/20252.87510/04/2023 996,796.90 5.09091282CEU1 75
5.060U.S. Treasury1129-23 1,500,000.00 1,493,843.09 10/15/20254.25010/04/2023 1,500,199.20 4.99191282CFP1 197
5.050U.S. Treasury1130-23 1,500,000.00 1,460,639.96 10/31/20250.25010/04/2023 1,466,320.35 4.98191282CAT8 213
5.020U.S. Treasury1131-23A 1,500,000.00 1,495,414.90 11/15/20254.50010/05/2023 1,502,695.35 4.95291282CFW6 228
5.020U.S. Treasury1131-23B 1,000,000.00 996,943.26 11/15/20254.50010/05/2023 1,001,796.90 4.95291282CFW6 228
4.645U.S. Treasury1164-24A 1,500,000.00 1,495,752.58 12/31/20254.25003/13/2024 1,501,253.85 4.58191282CJS1 274
4.645U.S. Treasury1164-24B 1,000,000.00 997,168.39 12/31/20254.25003/13/2024 1,000,835.90 4.58191282CJS1 274
5.106U.S. Treasury1172-24 4,000,000.00 3,994,571.17 05/31/20254.25004/15/2024 3,999,687.60 5.03691282CHD6 60
4.988U.S. Treasury1173-24 1,500,000.00 1,490,045.99 12/15/20254.00004/15/2024 1,498,710.90 4.91991282CGA3 258
4.609U.S. Treasury1177-24 4,000,000.00 3,616,696.25 05/31/20281.25004/15/2024 3,686,781.20 4.54691282CCE9 1,156
3.686U.S. Treasury1192-24A 1,500,000.00 1,518,515.63 04/30/20264.87509/16/2024 1,512,738.30 3.63691282CKK6 394
3.686U.S. Treasury1192-24B 1,000,000.00 1,012,343.75 04/30/20264.87509/16/2024 1,008,492.20 3.63691282CKK6 394
3.779U.S. Treasury1193-24 1,000,000.00 972,588.16 01/31/20260.37509/16/2024 969,429.70 3.72891282CBH3 305
3.708U.S. Treasury1194-24 1,500,000.00 1,511,405.42 03/31/20264.50009/16/2024 1,505,976.60 3.65791282CKH3 364
3.782U.S. Treasury1203-24 2,000,000.00 2,008,649.34 11/15/20254.50009/25/2024 2,003,593.80 3.73091282CFW6 228
4.000U.S. Treasury1215-24A 1,500,000.00 1,502,120.17 06/15/20264.12510/15/2024 1,502,109.45 3.94591282CHH7 440
4.000U.S. Treasury1215-24B 1,000,000.00 1,001,413.44 06/15/20264.12510/15/2024 1,001,406.30 3.94591282CHH7 440
4.009U.S. Treasury1216-24A 1,500,000.00 1,493,769.97 05/15/20263.62510/15/2024 1,493,167.95 3.95491282CHB0 409
4.009U.S. Treasury1216-24B 1,000,000.00 995,846.64 05/15/20263.62510/15/2024 995,445.30 3.95491282CHB0 409
4.229U.S. Treasury1217-24 1,000,000.00 1,003,717.19 09/30/20255.00010/15/2024 1,003,617.20 4.17191282CJB8 182
4.275U.S. Treasury1218-24 3,000,000.00 3,002,469.77 06/30/20254.62510/15/2024 3,001,640.70 4.21691282CHL8 90
4.369U.S. Treasury1219-24A 1,000,000.00 993,379.93 05/31/20250.25010/15/2024 993,203.10 4.309912828ZT0 60
4.369U.S. Treasury1219-24B 1,000,000.00 993,379.93 05/31/20250.25010/15/2024 993,203.10 4.309912828ZT0 60
4.120U.S. Treasury1223-24 500,000.00 500,503.91 01/31/20264.25010/28/2024 500,484.40 4.06491282CJV4 305
4.250U.S. Treasury1237-24 2,000,000.00 1,961,198.61 09/30/20250.25012/16/2024 1,961,406.20 4.19291282CAM3 182
4.181U.S. Treasury1240-25 1,000,000.00 984,085.08 08/31/20250.25001/07/2025 983,593.80 4.12391282CAJ0 152
4.160U.S. Treasury1241-25 1,000,000.00 981,006.32 09/30/20250.25001/07/2025 980,703.10 4.10391282CAM3 182
4.230U.S. Treasury1242-25 1,000,000.00 980,661.43 09/30/20250.25001/24/2025 980,703.10 4.17291282CAM3 182
4.210U.S. Treasury1243-25 1,000,000.00 978,132.70 10/31/20250.25001/24/2025 978,133.92 4.15291282CAT8 213
4.230U.S. Treasury1244-25A 1,500,000.00 1,526,337.51 11/15/20264.62502/13/2025 1,532,681.58 4.17291282CJK8 593
4.230U.S. Treasury1244-25B 1,000,000.00 1,017,558.34 11/15/20264.62502/13/2025 1,021,787.72 4.17291282CJK8 593
4.240U.S. Treasury1245-25 2,000,000.00 1,944,644.92 05/31/20272.62502/12/2025 1,957,766.88 4.18291282CET4 790
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Par Value Book Value
Maturity
Date
Stated
RateMarket Value
March 31, 2025
Portfolio Details - Investments
Average
BalanceIssuer
Portfolio Management
Investments FY 2024-2025
Days to
Maturity
YTM
360CUSIPInvestment #
Purchase
Date
Treasury Coupon Securities
4.280U.S. Treasury1246-25 2,000,000.00 1,976,352.90 05/31/20283.62502/12/2025 1,998,082.81 4.22191282CHE4 1,156
4.240U.S. Treasury1250-25 1,000,000.00 996,692.27 09/15/20253.50002/20/2025 996,953.10 4.18291282CFK2 167
4.061U.S. Treasury1251-25A 1,500,000.00 1,516,335.79 07/15/20264.50002/28/2025 1,517,462.27 4.00591282CHM6 470
4.061U.S. Treasury1251-25B 1,000,000.00 1,010,890.53 07/15/20264.50002/28/2025 1,011,641.51 4.00591282CHM6 470
3.978U.S. Treasury1254-25 3,000,000.00 2,999,482.26 05/31/20283.62503/13/2025 3,005,788.36 3.92391282CHE4 1,156
95,725,523.79 3.44595,442,360.7097,000,000.0096,947,958.14Subtotal and Average 3.492 390
Treasury Discounts -Amortizing
4.259U.S. Treasury1239-25 2,000,000.00 1,979,023.34 07/03/20254.06001/07/2025 1,978,382.80 4.200912797NX1 93
1,979,023.34 4.2001,978,382.802,000,000.003,231,881.64Subtotal and Average 4.259 93
Pass Through Securities /PAC/CMO
6.003Federal Nat'l Mtg. Assoc.1137-23A 1,321,842.98 1,270,291.10 07/25/20284.50010/31/2023 1,326,977.28 5.9203136BQCS6 1,211
6.003Federal Nat'l Mtg. Assoc.1137-23B 881,228.67 846,860.75 07/25/20284.50010/31/2023 884,651.54 5.9203136BQCS6 1,211
4.323Federal Nat'l Mtg. Assoc.1180-24 2,068,661.88 1,965,068.13 04/01/20293.00005/31/2024 2,031,447.69 4.2633140XP6F1 1,461
4,082,219.98 5.1234,243,076.514,271,733.534,146,185.83Subtotal and Average 5.194 1,331
3.842240,846,048.37 243,425,634.52 3.895 404239,411,310.05 239,638,100.24Total and Average
Portfolio 2025
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YTM
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Page 6
Par Value Book Value
Stated
RateMarket Value
March 31, 2025
Portfolio Details - Cash
Average
BalanceIssuer
Portfolio Management
Investments FY 2024-2025
Days to
Maturity
YTM
360CUSIPInvestment #
Purchase
Date
0.00
3.842240,846,048.37 243,425,634.52 3.895 404
0Average Balance
239,411,310.05 239,638,100.24Total Cash and Investments
Portfolio 2025
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Run Date: 04/07/2025 - 16:43 PM (PRF_PM2) 7.3.11
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Page 1
Par Value
Stated
Rate
March 31, 2025
Investment Status Report - Investments
Portfolio Management
Book Value
Maturity
Date
Current
Principal
Investments FY 2024-2025
YTM
365
YTM
360
Payment
DatesCUSIPInvestment #Issuer
Purchase
Date
Accrued Interest
At Purchase
Money Market
FIB4531558874 308,900.99 308,900.990.300SYS4531558874B 03/01 - Monthly 308,900.990.3000.296
308,900.99Money Market Totals 308,900.990.000.296308,900.99 0.300
Commercial Paper Disc. -Amortizing
CACPNY1207-24A 2,700,000.00 2,674,485.004.050 06/24/202522533TTQ9 06/24 - At Maturity09/30/2024 2,618,898.754.2674.209
CACPNY1207-24B 2,000,000.00 1,981,100.004.050 06/24/202522533TTQ9 06/24 - At Maturity09/30/2024 1,939,925.004.2674.209
CACPNY1226-24 5,000,000.00 4,955,287.504.410 06/13/202522533TTD8 06/13 - At Maturity11/14/2024 4,870,762.504.6184.554
LVMHSE1258-25 1,500,000.00 1,474,571.674.180 08/25/202555078TVR5 08/25 - At Maturity03/25/2025 1,473,352.504.3154.256
LVMHSE1259-25 1,500,000.00 1,469,839.994.160 09/22/202550244LWN0 09/22 - At Maturity03/25/2025 1,468,626.664.3084.249
NATX1236-24 3,000,000.00 2,973,537.504.350 06/13/202563873JTD2 06/13 - At Maturity12/13/2024 2,934,024.994.5104.448
TOYOTA1201-24 1,500,000.00 1,486,953.334.120 06/16/202589232LTG1 06/16 - At Maturity09/25/2024 1,454,680.004.3334.273
17,015,774.99Commercial Paper Disc. -Amortizing Totals 16,760,270.400.004.36417,200,000.00 4.425
Federal Agency Coupon Securities
FAMCA0962-20 1,000,000.00 1,000,000.000.600 11/20/202531422B3F5 05/20 - 11/2011/20/2020 1,000,000.000.6000.592
FAMCA1118-23A 1,500,000.00 1,498,723.314.850 08/14/202531422X5Y4 02/14 - 08/14 Received08/23/2023 1,493,175.005.0945.025
FAMCA1118-23B 1,000,000.00 999,148.874.850 08/14/202531422X5Y4 02/14 - 08/14 Received08/23/2023 995,450.005.0945.025
FAMCA1160-24A 1,500,000.00 1,452,748.200.480 01/15/202631422B6K1 07/15 - 01/15 Received02/20/2024 1,386,030.004.7014.636
FAMCA1160-24B 1,000,000.00 968,498.800.480 01/15/202631422B6K1 07/15 - 01/15 Received02/20/2024 924,020.004.7014.636
FAMCA1253-25A 1,500,000.00 1,489,457.353.350 04/12/202831422XXC1 04/12 - 10/12 19,960.4203/05/2025 1,468,770.004.0704.014
FAMCA1253-25B 1,000,000.00 992,971.563.350 04/12/202831422XXC1 04/12 - 10/12 13,306.9403/05/2025 979,180.004.0704.014
FFCB1045-22A 1,500,000.00 1,496,043.482.800 11/25/20253133ENXQ8 11/25 - 05/25 Received06/13/2022 1,479,000.003.2323.188
FFCB1045-22B 1,000,000.00 997,362.322.800 11/25/20253133ENXQ8 11/25 - 05/25 Received06/13/2022 986,000.003.2323.188
FFCB1069-22 2,500,000.00 2,393,565.620.660 05/27/20263133EMHH8 11/27 - 05/27 Received10/14/2022 2,166,625.004.7104.646
FFCB1179-24 1,000,000.00 869,450.001.125 06/01/20293133EMHZ8 06/01 - 12/01 Received05/31/2024 843,340.004.6754.611
FFCB1184-24A 1,500,000.00 1,444,212.562.500 03/15/20273133ENRK8 09/15 - 03/15 Received07/10/2024 1,423,530.004.5404.478
FFCB1184-24B 1,000,000.00 962,808.372.500 03/15/20273133ENRK8 09/15 - 03/15 Received07/10/2024 949,020.004.5404.478
FFCB1199-24A 1,500,000.00 1,526,638.125.000 07/30/20263133EPZY4 01/30 - 07/30 Received09/20/2024 1,537,260.003.6063.556
FFCB1199-24B 1,000,000.00 1,017,758.755.000 07/30/20263133EPZY4 01/30 - 07/30 Received09/20/2024 1,024,840.003.6063.556
FFCB1212-24 1,000,000.00 1,003,181.843.750 04/13/20263133EPFT7 10/13 - 04/13 Received09/30/2024 1,004,730.003.4313.384
FFCB1224-24 1,000,000.00 981,038.201.750 01/28/20263133ELKA1 01/28 - 07/28 Received10/28/2024 971,270.004.1304.073
FFCB1230-24 1,000,000.00 1,004,800.904.500 08/14/20263133EPSW6 02/14 - 08/14 Received12/03/2024 1,005,950.004.1304.073
FHLB0975-21 1,000,000.00 999,383.840.650 02/17/20263130AL4V3 08/17 - 02/17 Received02/22/2021 996,500.000.5810.573
FHLB0978-21 1,000,000.00 997,805.780.580 02/11/20263130AKXB7 08/11 - 02/11 Received03/15/2021 987,500.000.8410.829
FHLB0980-21 2,650,000.00 2,649,395.951.500 04/14/20263130ALVT8 10/14 - 04/1404/14/2021 2,647,085.001.1161.101
Portfolio 2025
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Run Date: 04/07/2025 - 16:43 PM (PRF_PMS) 7.3.11
Report Ver. 7.3.11 37
Page 2
Par Value
Stated
Rate
March 31, 2025
Investment Status Report - Investments
Portfolio Management
Book Value
Maturity
Date
Current
Principal
Investments FY 2024-2025
YTM
365
YTM
360
Payment
DatesCUSIPInvestment #Issuer
Purchase
Date
Accrued Interest
At Purchase
Federal Agency Coupon Securities
FHLB0994-21 2,000,000.00 2,000,000.000.600 05/28/20253130ANKM1 02/28 - 08/28 Received09/03/2021 2,000,000.000.6000.592
FHLB1060-22 1,500,000.00 1,498,731.413.250 06/06/20253130AS6N4 12/06 - 06/06 Received09/13/2022 1,480,815.003.7463.694
FHLB1061-22 1,500,000.00 1,499,896.484.130 08/28/20253130ASZD4 02/28 - 08/28 Received09/13/2022 1,499,250.004.1484.091
FHLB1062-22 1,500,000.00 1,500,000.004.000 09/29/20253130AT7A9 03/29 - 09/2909/29/2022 1,500,000.004.0003.945
FHLB1120-23A 1,500,000.00 1,497,660.340.500 04/14/20253130AJHU6 10/14 - 04/14 Received09/08/2023 1,396,335.005.0504.981
FHLB1120-23B 1,000,000.00 998,440.230.500 04/14/20253130AJHU6 10/14 - 04/14 Received09/08/2023 930,890.005.0504.981
FHLB1121-23A 1,000,000.00 997,213.224.000 07/14/20253130ASGW3 01/14 - 07/14 Received09/15/2023 982,170.005.0294.960
FHLB1121-23B 1,000,000.00 997,213.224.000 07/14/20253130ASGW3 01/14 - 07/14 Received09/15/2023 982,170.005.0294.960
FHLB1143-23 2,000,000.00 1,981,531.371.250 06/30/20253130AQ5S8 12/30 - 06/30 Received11/09/2023 1,877,360.005.1945.123
FHLB1156-24 2,000,000.00 2,000,000.004.530 09/08/20253130AYTS5 03/08 - 09/0802/05/2024 2,000,000.004.5324.470
FHLB1157-24 2,000,000.00 2,000,000.004.590 08/01/20253130AYVK9 08/01 - 02/0102/08/2024 2,000,000.004.5914.528
FHLB1161-24 1,250,000.00 1,219,702.051.250 12/30/20253130AKLS3 06/30 - 12/30 Received02/26/2024 1,175,212.501.8581.832
FHLB1162-24 900,000.00 880,132.491.750 12/30/20253130AQFB4 06/30 - 12/30 Received02/26/2024 850,959.004.7704.705
FHLB1175-24 4,000,000.00 3,929,482.604.000 05/26/20273130ARYA3 05/26 - 11/26 Received04/15/2024 3,898,000.004.8914.824
FHLB1176-24 4,000,000.00 3,990,893.385.310 04/10/20283130B0PY9 10/10 - 04/10 Received04/15/2024 3,988,000.005.3945.320
FHLB1178-24 600,000.00 579,675.422.000 05/26/20263130AMFN7 05/26 - 11/26 Received04/19/2024 562,926.002.4962.461
FHLB1181-24 1,500,000.00 1,428,666.371.050 08/13/20263130ANGM6 08/13 - 02/13 Received06/21/2024 1,388,070.004.7504.685
FHLB1182-24 1,000,000.00 976,398.652.250 03/30/20263130ARCU3 09/30 - 03/30 Received07/10/2024 959,240.004.7414.676
FHLB1183-24A 1,500,000.00 1,405,493.901.000 02/26/20273130ALDA9 08/26 - 02/26 Received07/10/2024 1,369,485.004.5504.488
FHLB1183-24B 1,000,000.00 936,995.931.000 02/26/20273130ALDA9 08/26 - 02/26 Received07/10/2024 912,990.004.5504.488
FHLB1185-24A 1,410,000.00 1,317,931.321.000 03/30/20273130ANZB9 09/30 - 03/30 Received07/10/2024 1,284,510.004.5104.449
FHLB1185-24B 1,000,000.00 934,703.061.000 03/30/20273130ANZB9 09/30 - 03/30 Received07/10/2024 911,000.004.5104.449
FHLB1186-24A 1,500,000.00 1,450,138.670.680 02/24/20263130ALCB8 08/24 - 02/24 Received07/31/2024 1,413,090.004.5604.498
FHLB1186-24B 1,000,000.00 966,759.110.680 02/24/20263130ALCB8 08/24 - 02/24 Received07/31/2024 942,060.004.5604.498
FHLB1190-24A 1,500,000.00 1,446,813.181.310 10/28/20263130APL29 10/28 - 04/28 Received09/13/2024 1,428,240.003.6703.620
FHLB1190-24B 1,000,000.00 964,542.121.310 10/28/20263130APL29 10/28 - 04/28 Received09/13/2024 952,160.003.6703.620
FHLB1191-24 500,000.00 482,735.521.500 11/27/20263130APXV2 11/27 - 05/27 Received09/13/2024 477,000.003.6903.639
FHLB1195-24 1,335,000.00 1,292,623.521.700 01/27/20273130AQM26 01/27 - 07/27 Received09/17/2024 1,280,091.453.5303.482
FHLB1196-24 1,250,000.00 1,215,459.172.000 02/25/20273130AQRQ8 02/25 - 08/25 Received09/17/2024 1,205,662.503.5303.482
FHLB1211-24 1,000,000.00 1,005,374.424.500 12/12/20253130ATUC9 12/12 - 06/12 Received09/30/2024 1,009,250.003.7013.650
FHLB1214-24 1,500,000.00 1,439,906.631.400 12/28/20263130AQEV1 12/28 - 06/28 Received10/07/2024 1,423,230.003.8203.768
FHLB1221-24 2,000,000.00 1,997,826.013.000 04/28/20253130ARP96 10/28 - 04/28 Received10/15/2024 1,984,460.004.4814.419
FHLB1229-24A 1,500,000.00 1,441,130.241.050 06/30/20263130AN2H2 12/30 - 06/30 Received11/25/2024 1,424,610.004.3404.281
FHLB1229-24B 1,000,000.00 960,753.501.050 06/30/20263130AN2H2 12/30 - 06/30 Received11/25/2024 949,740.004.3404.281
FHLB1235-24A 1,500,000.00 1,414,991.890.850 01/29/20273130AKRE8 01/29 - 07/29 Received12/12/2024 1,400,910.004.1204.064
Portfolio 2025
AC
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Page 3
Par Value
Stated
Rate
March 31, 2025
Investment Status Report - Investments
Portfolio Management
Book Value
Maturity
Date
Current
Principal
Investments FY 2024-2025
YTM
365
YTM
360
Payment
DatesCUSIPInvestment #Issuer
Purchase
Date
Accrued Interest
At Purchase
Federal Agency Coupon Securities
FHLB1235-24B 1,000,000.00 943,327.920.850 01/29/20273130AKRE8 01/29 - 07/29 Received12/12/2024 933,939.994.1204.064
FHLB1255-25 500,000.00 495,354.502.750 03/13/20263130AAUF3 09/13 - 03/13 38.1903/14/2025 495,083.503.7643.712
FHLB1256-25 1,200,000.00 1,204,973.064.500 03/13/20263130AV6J6 09/13 - 03/13 150.0003/14/2025 1,205,062.804.0644.008
FHLB1257-25 1,000,000.00 1,004,919.104.500 03/13/20263130AV6J6 09/13 - 03/13 500.0003/17/2025 1,004,600.004.0203.965
FHLB1260-25 1,500,000.00 1,500,000.004.250 03/28/20303130B5Q50 09/28 - 03/2803/28/2025 1,500,000.004.2504.192
FHLMC1200-24A 3,000,000.00 2,994,020.973.550 12/15/20263134HANA7 12/15 - 06/1509/24/2024 2,992,200.003.6753.624
FHLMC1200-24B 2,000,000.00 1,996,013.983.550 12/15/20263134HANA7 12/15 - 06/1509/24/2024 1,994,800.003.6753.624
FHLMC1225-24 1,500,000.00 1,433,834.360.600 07/15/20263134GXKD5 01/15 - 07/15 Received11/05/2024 1,413,015.004.1804.123
FHLMC1234-24 1,000,000.00 944,801.950.750 12/30/20263134GW6P6 04/30 - 10/30 875.0012/12/2024 934,210.004.1304.074
FHLMC1238-24 2,000,000.00 1,964,122.170.375 09/23/20253137EAEX3 03/23 - 09/23 Received12/16/2024 1,942,220.004.2304.172
FHLMC1248-25 1,000,000.00 998,864.444.050 08/28/20253134GXS54 02/28 - 08/28 Received02/19/2025 998,540.004.3324.273
FHLMC1249-25 1,500,000.00 1,466,248.920.500 11/24/20253134GXBN3 05/24 - 11/24 1,770.8302/19/2025 1,458,075.004.2574.198
FHLMC1252-25 5,000,000.00 4,988,417.394.100 05/28/20273134HBCB5 05/28 - 11/2803/03/2025 4,988,000.004.8104.744
FNMA1174-24 3,850,000.00 3,672,600.930.700 05/28/20263135GA4Q1 05/28 - 11/28 Received04/15/2024 3,525,406.504.9384.871
FNMA1197-24 4,700,000.00 4,664,213.360.500 06/17/20253135G04Z3 12/17 - 06/17 Received09/19/2024 4,573,805.004.2004.143
FNMA1213-24A 1,500,000.00 1,490,452.223.375 09/30/20263135GAVJ7 03/30 - 09/30 Received10/07/2024 1,487,370.003.8203.768
FNMA1213-24B 1,000,000.00 993,634.813.375 09/30/20263135GAVJ7 03/30 - 09/30 Received10/07/2024 991,580.003.8203.768
FNMA1222-24A 1,500,000.00 1,483,016.630.700 07/30/20253135G05M1 01/30 - 07/30 Received10/24/2024 1,460,610.004.2164.158
FNMA1222-24B 1,000,000.00 988,677.750.700 07/30/20253135G05M1 01/30 - 07/30 Received10/24/2024 973,740.004.2164.158
TVA1198-24A 1,500,000.00 1,493,967.320.750 05/15/2025880591EW8 11/15 - 05/15 Received09/20/2024 1,467,780.004.1174.061
TVA1198-24B 1,000,000.00 995,978.210.750 05/15/2025880591EW8 11/15 - 05/15 Received09/20/2024 978,520.004.1174.061
115,112,249.23Federal Agency Coupon Securities Totals 113,427,719.2436,601.384.031117,145,000.00 4.087
Federal Agency Disc. -Amortizing
FHDN1220-24 3,000,000.00 2,989,753.334.240 04/30/2025313385EZ5 04/30 - At Maturity10/15/2024 2,930,393.334.4554.394
FHDN1233-24 1,000,000.00 977,919.594.035 10/15/2025313385MZ6 10/15 - At Maturity12/06/2024 964,917.924.2614.203
FHDN1247-25 1,500,000.00 1,446,735.004.020 02/13/2026313385TA4 02/13 - At Maturity02/18/2025 1,439,700.004.2614.203
5,414,407.92Federal Agency Disc. -Amortizing Totals 5,335,011.250.004.3085,500,000.00 4.368
Treasury Coupon Securities
US TRE0983-21 6,000,000.00 5,995,987.480.250 05/31/2025912828ZT0 05/31 - 11/30 Received04/15/2021 5,899,218.750.6630.654
US TRE0988-21 4,000,000.00 3,998,278.620.250 05/31/2025912828ZT0 11/30 - 05/31 Received06/11/2021 3,958,400.000.5150.508
US TRE1011-21 4,000,000.00 3,996,537.480.250 05/31/2025912828ZT0 11/30 - 05/31 Received10/15/2021 3,923,593.750.7850.775
US TRE1012-21 3,500,000.00 3,489,885.730.750 05/31/202691282CCF6 11/30 - 05/31 Received10/15/2021 3,459,804.691.0050.991
US TRE1032-22 9,000,000.00 8,813,529.670.750 05/31/202691282CCF6 05/31 - 11/30 Received04/14/2022 8,338,359.382.6412.605
Portfolio 2025
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Page 4
Par Value
Stated
Rate
March 31, 2025
Investment Status Report - Investments
Portfolio Management
Book Value
Maturity
Date
Current
Principal
Investments FY 2024-2025
YTM
365
YTM
360
Payment
DatesCUSIPInvestment #Issuer
Purchase
Date
Accrued Interest
At Purchase
Treasury Coupon Securities
US TRE1037-22 4,500,000.00 4,296,417.290.500 05/31/2027912828ZS2 05/31 - 11/30 Received04/18/2022 4,018,359.382.7562.719
US TRE1070-22 5,000,000.00 4,814,692.542.375 05/15/2027912828X88 11/15 - 05/15 Received10/14/2022 4,599,218.754.3204.260
US TRE1071-22 1,000,000.00 926,142.010.500 05/31/2027912828ZS2 11/30 - 05/31 Received10/14/2022 842,000.004.3014.242
US TRE1123-23 1,000,000.00 981,056.140.250 08/31/202591282CAJ0 02/29 - 08/31 Received09/27/2023 912,260.005.0915.021
US TRE1124-23A 1,500,000.00 1,497,425.252.875 04/30/20259128284M9 10/31 - 04/30 Received09/28/2023 1,448,505.005.1505.080
US TRE1124-23B 1,000,000.00 998,283.502.875 04/30/20259128284M9 10/31 - 04/30 Received09/28/2023 965,670.005.1505.080
US TRE1125-23 500,000.00 497,172.523.000 07/15/202591282CEY3 01/15 - 07/15 Received09/28/2023 482,335.005.0805.011
US TRE1128-23 1,000,000.00 995,558.062.875 06/15/202591282CEU1 12/15 - 06/15 Received10/04/2023 963,280.005.1605.090
US TRE1129-23 1,500,000.00 1,493,843.094.250 10/15/202591282CFP1 10/15 - 04/15 Received10/04/2023 1,476,810.005.0604.991
US TRE1130-23 1,500,000.00 1,460,639.960.250 10/31/202591282CAT8 10/31 - 04/30 Received10/04/2023 1,359,930.005.0504.981
US TRE1131-23A 1,500,000.00 1,495,414.904.500 11/15/202591282CFW6 11/15 - 05/15 Received10/05/2023 1,484,475.005.0204.952
US TRE1131-23B 1,000,000.00 996,943.264.500 11/15/202591282CFW6 11/15 - 05/15 Received10/05/2023 989,650.005.0204.952
US TRE1164-24A 1,500,000.00 1,495,752.584.250 12/31/202591282CJS1 06/30 - 12/31 Received03/13/2024 1,489,800.004.6454.581
US TRE1164-24B 1,000,000.00 997,168.394.250 12/31/202591282CJS1 06/30 - 12/31 Received03/13/2024 993,200.004.6454.581
US TRE1172-24 4,000,000.00 3,994,571.174.250 05/31/202591282CHD6 05/31 - 11/30 Received04/15/2024 3,962,812.505.1065.036
US TRE1173-24 1,500,000.00 1,490,045.994.000 12/15/202591282CGA3 06/15 - 12/15 Received04/15/2024 1,476,503.914.9884.919
US TRE1177-24 4,000,000.00 3,616,696.251.250 05/31/202891282CCE9 05/31 - 11/30 Received04/15/2024 3,500,312.504.6094.546
US TRE1192-24A 1,500,000.00 1,518,515.634.875 04/30/202691282CKK6 10/31 - 04/30 Received09/16/2024 1,527,773.443.6863.636
US TRE1192-24B 1,000,000.00 1,012,343.754.875 04/30/202691282CKK6 10/31 - 04/30 Received09/16/2024 1,018,515.633.6863.636
US TRE1193-24 1,000,000.00 972,588.160.375 01/31/202691282CBH3 01/31 - 07/31 Received09/16/2024 954,882.813.7793.728
US TRE1194-24 1,500,000.00 1,511,405.424.500 03/31/202691282CKH3 09/30 - 03/31 Received09/16/2024 1,517,578.133.7083.657
US TRE1203-24 2,000,000.00 2,008,649.344.500 11/15/202591282CFW6 11/15 - 05/15 Received09/25/2024 2,015,781.253.7823.730
US TRE1215-24A 1,500,000.00 1,502,120.174.125 06/15/202691282CHH7 12/15 - 06/15 Received10/15/2024 1,502,929.694.0003.945
US TRE1215-24B 1,000,000.00 1,001,413.444.125 06/15/202691282CHH7 12/15 - 06/15 Received10/15/2024 1,001,953.124.0003.945
US TRE1216-24A 1,500,000.00 1,493,769.973.625 05/15/202691282CHB0 11/15 - 05/15 Received10/15/2024 1,491,210.944.0093.954
US TRE1216-24B 1,000,000.00 995,846.643.625 05/15/202691282CHB0 11/15 - 05/15 Received10/15/2024 994,140.624.0093.954
US TRE1217-24 1,000,000.00 1,003,717.195.000 09/30/202591282CJB8 03/31 - 09/30 Received10/15/2024 1,007,148.444.2294.171
US TRE1218-24 3,000,000.00 3,002,469.774.625 06/30/202591282CHL8 12/31 - 06/30 Received10/15/2024 3,007,080.004.2754.216
US TRE1219-24A 1,000,000.00 993,379.930.250 05/31/2025912828ZT0 11/30 - 05/31 Received10/15/2024 974,843.754.3694.309
US TRE1219-24B 1,000,000.00 993,379.930.250 05/31/2025912828ZT0 11/30 - 05/31 Received10/15/2024 974,843.754.3694.309
US TRE1223-24 500,000.00 500,503.914.250 01/31/202691282CJV4 01/31 - 07/31 Received10/28/2024 500,760.004.1204.064
US TRE1237-24 2,000,000.00 1,961,198.610.250 09/30/202591282CAM3 03/31 - 09/30 Received12/16/2024 1,938,600.004.2504.192
US TRE1240-25 1,000,000.00 984,085.080.250 08/31/202591282CAJ0 02/28 - 08/31 Received01/07/2025 975,290.004.1814.123
US TRE1241-25 1,000,000.00 981,006.320.250 09/30/202591282CAM3 03/31 - 09/30 Received01/07/2025 972,240.004.1604.103
US TRE1242-25 1,000,000.00 980,661.430.250 09/30/202591282CAM3 03/31 - 09/30 Received01/24/2025 973,542.294.2304.172
Portfolio 2025
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Run Date: 04/07/2025 - 16:43 PM (PRF_PMS) 7.3.11
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Page 5
Par Value
Stated
Rate
March 31, 2025
Investment Status Report - Investments
Portfolio Management
Book Value
Maturity
Date
Current
Principal
Investments FY 2024-2025
YTM
365
YTM
360
Payment
DatesCUSIPInvestment #Issuer
Purchase
Date
Accrued Interest
At Purchase
Treasury Coupon Securities
US TRE1243-25 1,000,000.00 978,132.700.250 10/31/202591282CAT8 04/30 - 10/31 587.0201/24/2025 970,482.584.2104.152
US TRE1244-25A 1,500,000.00 1,526,337.514.625 11/15/202691282CJK8 05/15 - 11/15 17,247.9302/13/2025 1,509,810.004.2304.172
US TRE1244-25B 1,000,000.00 1,017,558.344.625 11/15/202691282CJK8 05/15 - 11/15 11,498.6202/13/2025 1,006,540.004.2304.172
US TRE1245-25 2,000,000.00 1,944,644.922.625 05/31/202791282CET4 05/31 - 11/30 10,673.0802/12/2025 1,929,960.004.2404.182
US TRE1246-25 2,000,000.00 1,976,352.903.625 05/31/202891282CHE4 05/31 - 11/30 14,739.0102/12/2025 1,960,020.004.2804.221
US TRE1250-25 1,000,000.00 996,692.273.500 09/15/202591282CFK2 03/15 - 09/15 Received02/20/2025 995,900.004.2404.182
US TRE1251-25A 1,500,000.00 1,516,335.794.500 07/15/202691282CHM6 07/15 - 01/15 8,204.4202/28/2025 1,508,685.004.0614.005
US TRE1251-25B 1,000,000.00 1,010,890.534.500 07/15/202691282CHM6 07/15 - 01/15 5,469.6102/28/2025 1,005,790.004.0614.005
US TRE1254-25 3,000,000.00 2,999,482.263.625 05/31/202891282CHE4 05/31 - 11/30 30,772.6603/13/2025 2,968,195.313.9783.923
95,725,523.79Treasury Coupon Securities Totals 93,748,995.3699,192.353.44597,000,000.00 3.492
Treasury Discounts -Amortizing
US TRE1239-25 2,000,000.00 1,979,023.344.060 07/03/2025912797NX1 07/03 - At Maturity01/07/2025 1,960,076.674.2594.200
1,979,023.34Treasury Discounts -Amortizing Totals 1,960,076.670.004.2002,000,000.00 4.259
Pass Through Securities /PAC/CMO
FNMA1137-23A 1,321,842.98 1,270,291.104.500 07/25/20283136BQCS6 11/25 - Monthly Received10/31/2023 1,270,291.106.0035.920
FNMA1137-23B 881,228.67 846,860.754.500 07/25/20283136BQCS6 11/25 - Monthly Received10/31/2023 846,860.756.0035.920
FNMA1180-24 2,068,661.88 1,965,068.133.000 04/01/20293140XP6F1 06/25 - Monthly Received05/31/2024 1,997,228.404.3234.263
4,082,219.98Pass Through Securities /PAC/CMO Totals 4,114,380.250.005.1234,271,733.53 5.194
239,638,100.24Investment Totals 235,655,354.16135,793.73243,425,634.52 3.842 3.895
Portfolio 2025
AC
Run Date: 04/07/2025 - 16:43 PM (PRF_PMS) 7.3.11
41
For Quarter Ending March 31, 2025
0.13%
46.27%53.60%
Portfolio by Asset Class
Cash and Equivalents
Long Term
Short Term
42
For Quarter Ending March 31, 2025
3.98%3.49%5.75%
2.26%
25.30%
6.98%0.13%
7.32%
1.23%
1.23%0.62%
1.03%
40.67%
Par Value by Issuer Graph
CACPNY
FAMCA
FFCB
FHDN
FHLB
FHLMC
FIB
FNMA
MHLVSE
NATX
TDBANK
TVA
UST
43
For Quarter Ending March 31, 2025
0.13%
7.10%
48.04%
2.26%
39.95%
0.83%
1.70%
Book Value By Investment Type
Money Market
Commercial Paper
Federal Agency Coupon Securities
Federal Agency Discounts
Treasury Coupon Securities
Treasury Discounts
Pass through Securities
44
For Quarter Ending March 31, 2025
0.00
1.00
2.00
3.00
4.00
5.00
6.00
Investment Yield by Type
45
To:Mayor & City Council
From:Hafiz Ibrahim, Civil Engineer II
Date:April 18, 2025
Subject:Resolution correcting a scrivener's error in RESOLUTION NO. 25-072
regarding the vacation of easements
Item No. 12
MEMO
On February 25, 2025, the City Council adopted Resolution No. 25-072 approving the
vacation of certain easements located within a part of a subdivision. The resolution
mistakenly identified the subdivision as “PT. Willow Creek Estates 2nd Addition” due to
a scrivener ’s error. The correct subdivision where the easement vacation applies is the
West End Center, specifically involving:
An existing 20-foot Water Main Easement located on the eastern 10 feet of Lot 1
and the western 10 feet of Lot 2.
An existing Sanitary Sewer Easement located on Lot 2.
The developer and City staff have identified and acknowledged the error and recommend
the adoption of this corrective resolution to reflect the accurate subdivision name. The
action of the City Council would be to approve a resolution stating: Resolution No.
25-072 is hereby amended to replace all references to “PT. Willow Creek Estates
2nd Addition” with “West End Center.”
ATTACHMENT(S):
EXISTING SANITARY SEWER EASEMENT VACATION.pdf
EXISTING WATER MAIN EASEMENT VACATION.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
46
N0
0
°
1
1
'
4
2
"
W
2
1
.
5
0
'
S89°12'18"E 30.00'
S0
0
°
1
1
'
4
2
"
E
2
1
.
5
0
'
N89°12'09"W 30.00'EXISTING SANITARY
SEWER EASEMENT
INST. #2020-01128
AND
INST.#2020-01128
(TO BE VACATED)
SANITARY SEWER EASEMENT VACATION DESCRIPTION
EXHIBIT 'A' - EASEMENT VACATION PLAT
PH: (515) 369-4400CIVIL DESIGN ADVANTAGE
PT. LOT 2
1
1
EASEMENT VACATION PLAT
AMES, IOWA
URBANDALE, IA 50322
4121 NW URBANDALE DRIVE
2410.826
THE WEST END CENTER
47
MORTENSEN ROAD
EXISTING 20.00' WATER
MAIN EASEMENT
INST. #2020-01129
AND
INST. #2020-00807
(TO BE VACATED)
S0
0
°
1
2
'
5
1
"
E
2
7
9
.
6
8
'
N89°09'27"W 20.00'
N0
0
°
1
2
'
5
1
"
W
2
7
9
.
6
7
'
S89°12'18"E 20.00'
WATER MAIN EASEMENT VACATION DESCRIPTION
EXHIBIT 'A' - EASEMENT VACATION PLAT
PH: (515) 369-4400CIVIL DESIGN ADVANTAGE
PT. LOTS 1 & 2
1
1
EASEMENT VACATION PLAT
AMES, IOWA
URBANDALE, IA 50322
4121 NW URBANDALE DRIVE
2410.826
THE WEST END CENTER
48
ITEM #:13
DATE:04-22-25
DEPT:ADMIN
SUBJECT:ENCROACHMENT PERMIT FOR SIGN OUTSIDE BUILDING AT 300 MAIN
STREET, LEVEL 2, MAIN STREET FAMILY WELLNESS
COUNCIL ACTION FORM
BACKGROUND:
The tenant in the building at 300 Main Street, Level 2 (Main Street Family Wellness), is seeking
approval for a sign outside the building that is 20 inches high and 26 inches wide. An Encroachment
Permit is necessary to allow this sign to be installed over the right-of-way.
Chapter 22.3(3) of the Ames Municipal Code requires approval of the Encroachment Permit Agreement
by the City Council before the Permit can be issued. By signing the Agreement, the applicant and owner
agree to hold harmless the City against any loss or liability as a result of the encroachment, to submit a
certificate of liability insurance that protects the City in case of an accident, and to pay the fee for the
Encroachment Permit. The applicant and owner also understand that this approval may be revoked at
any time by the City Council. The fee for this permit was calculated at $25, and the full amount has
been received by the City Clerk’s Office along with the certificate of liability insurance.
ALTERNATIVES:
1. Approve the request for an encroachment permit
2. Deny the request for an encroachment permit
CITY MANAGER'S RECOMMENDED ACTION:
The application meets the criteria for the approval of an Encroachment Permit, and the required fee and
insurance have been received by the City Clerk’s Office. Therefore, it is the recommendation of the City
Manager that the City Council adopt Alternative No. 1, as described above.
ATTACHMENT(S):
Encroachment Agreement.pdf
Certificate of Inspection & Picture.pdf
49
50
51
52
53
ITEM #:14
DATE:04-22-25
DEPT:P&R
SUBJECT:REQUESTS FOR AMES ON THE HALF SHELL
COUNCIL ACTION FORM
BACKGROUND:
In 2003, the Ames Jaycees hosted the first-ever Ames on the Half Shell at Bandshell Park. This event
was established to raise money for the Durham Bandshell restoration while introducing an evening
summer concert series in Ames. The event includes a live band with concession sales (food, beer, wine
coolers, and soft drinks).
Ames on the Half Shell in 2025 will be held on five Friday evenings May 30 – June 30. The band will
play between the approximate hours of 5:00 and 8:00 PM, but no later than 8:30 PM. Again this year,
the Ames Jaycees are requesting that the group be allowed to sell alcohol (beer and wine coolers) at
Bandshell Park during this event.
According to the Jaycees, the sale of alcohol is what allows the group to raise money that is given
directly back to the community through its projects. The Jaycees are required to obtain a State liquor
license and dram shop insurance. Alcohol would be served between the hours of 5:00 and 8:00 PM and
consumed at ground level within a fenced-in area. The alcohol would need to be consumed by 9:00 PM
or before the removal of the temporary fencing, whichever comes first.
Municipal Code Section 17.17 prohibits the consumption of alcohol in public places, except premises
covered by a valid alcoholic beverage license or certain specific City parks. Bandshell Park is not a
location where alcoholic beverages are normally permitted and, therefore, a waiver of
enforcement of Section 17.17 of Municipal Code is required, along with approval of the alcoholic
beverage license necessary to serve the public.
The Parks and Recreation Commission reviewed this request at its March 27, 2025, meeting. The
Commission recommended that City Council grant this waiver for Ames on the Half Shell on Fridays,
May 30 - June 30.
ALTERNATIVES:
1. City Council can approve:
a. A waiver of enforcement of Section 17.17 of Municipal Code from 5:00 PM to 9:00 PM on
Fridays, May 30 – June 30, to allow the Ames Jaycees to sell alcohol for Ames on the Half
Shell at Bandshell Park.
b. Motion approving 5-Day License - Special Class C Retail Alcohol License with Outdoor
Service - Ames on the Half Shell, Bandshell Park, for:
a. May 29 - June 2, 2025
b. June 5 - June 9, 2025
c. June 12 - June 16, 2025
d. June 19 - June 23, 2025
e. June 26 - June 30, 2025
54
2. Deny the request and do not allow the consumption of alcohol at Bandshell Park during Ames on
the Half Shell.
3. Refer back to staff.
CITY MANAGER'S RECOMMENDED ACTION:
The Ames Jaycees have been hosting this event at Bandshell Park for 20 years. Each year, Parks
and Recreation administrative staff observes the event. Staff has been consistently impressed with
the level of organization the Jaycees provide for the event, which draws people of all ages. The
Police Department receives very few phone calls or complaints pertaining to the event. Staff also
takes into consideration the overall positive comments from the neighborhood. The ability to sell
alcohol allows the Jaycees to fulfill its commitment to community betterment, which includes
Parks and Recreation projects. Therefore, it is the recommendation of the City Manager that the City
Council approve Alternative #1 as stated above.
ATTACHMENT(S):
Ames Jaycees - 2025.pdf
55
Page 1 of 2
Applicant
NAME OF LEGAL ENTITY
AMES JAYCEES
NAME OF BUSINESS(DBA)
Ames on the Half Shell
BUSINESS
(515) 344-4268
ADDRESS OF PREMISES
125 East 5th Street
PREMISES SUITE/APT NUMBER CITY
Ames
COUNTY
Story
ZIP
50010
MAILING ADDRESS CITY STATE ZIP
Contact Person
NAME
Travis Lala
PHONE
(515) 344-4268
EMAIL
travlala@gmail.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
Status of Business
56
Page 2 of 2
BUSINESS TYPE
Nonprofit corporation organized under chapter 504.
Ownership
Individual Owners
NAME CITY STATE ZIP POSITION % OF OWNERSHIP U.S. CITIZEN
Travis Lala Gilbert Iowa 50105 President 0.00 Yes
Companies
COMPANY NAME FEDERAL ID CITY STATE ZIP % OF OWNERSHIP
Ames Jaycees 42-6075796 Ames Iowa 50010 100.00
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
57
ITEM #:15
DATE:04-22-25
DEPT:ADMIN
SUBJECT:GOOD NEIGHBOR EMERGENCY ASSISTANCE ANNUAL BLOCK PARTY
COUNCIL ACTION FORM
BACKGROUND:
Good Neighbor Emergency Assistance (GNEA), located at 613 Clark Avenue, is requesting to hold its
annual block party on Sunday, May 18, 2025. The event is intended to celebrate the GNEA organization
and those it serves. Although the event takes place mainly on private property, organizers are
requesting the closure of Clark Avenue between 6th Street and 7th Street for event activities.
Clark Avenue would close at 1:00 p.m. and would re-open at 8:00 p.m. The main event will take
place between 4:00 p.m. and 7:00 p.m.
Event organizers have secured the use of the Fareway parking lot for temporary porta-potty locations,
parking, and the scheduled band, Burnin' Sensations. Organizers expect approximately 250 attendees. A
Noise Permit has also been requested from the Police Department. Staff has been informed that no
alcohol will be permitted at this event.
ALTERNATIVES:
1. Approve the request from GNEA to close Clark Avenue from 6th Street to 7th Street on May 18,
2025, as indicated above.
2. Do not approve the request.
CITY MANAGER'S RECOMMENDED ACTION:
This requested closure will facilitate an event that is open to the public on private property and
Clark Avenue. The event has been held successfully in the past . Therefore, it is the recommendation
of the City Manager that the City Council adopt Alternative No. 1, as described above.
ATTACHMENT(S):
GNEA Annual Block Party - CAF 2025.pdf
58
1
For Office Use Only
Documents Received
Date: ____________________
___ Completed Application
___ Fireworks Application
($25 fee)
___ Insurance Certificate
___ Public Safety & Event
Management Plan
___ Site Plan/Route Map
($25 fee) (Road Race)
___ Vendor List
($50 fee/each)
___ Parking fees
Special Events Meeting
Date ____________________
Time ____________________
Room ___________________
Documents Sent:
___ Alcohol License
ABD ________________
___ Fireworks Permit
___ Road Race Permit
___ TOP
___ Vending Permit
___ Other ________________
Departments Included
___ City Manager: Brian
Phillips and Tasheik Kerr
___ CyRide: Jenny Bethurem
or Rob Holm
___ Electric: Mark Imhoff
___ Fire: Jason Ziph or Rich
Higgins
___ Parks & Rec: Craig
Kaufman or Joshua
Thompson
___ Public Works: Brad Becker
or Dave Cole
___ Police: Tom Shelton or
Mike Arkovich
___ Water: Heidi Petersen
___ Risk Management: Bill
Walton
CAA: Sarah Dvorsky
AMS: Sarah Dvorsky
ISU: Events
Authorization Committee
City Council Meeting
Date _____________________
___ Added to Agenda with CAF
Approved Y N
Reminder Date ____________
SPECIAL EVENT APPLICATION
Applications received less than thirty (30) days before the event may not be processed by
the City in time for the event and will automatically be denied. Each application is viewed
as a new event regardless of previous occasions.
Event Name
Location/Address
Region (Select one or more)
Ames Main Street (Downtown)
Campustown District
Iowa State University Property
City Parks
Other (please explain)
Please note that events occurring in the Downtown, Campustown, in City parks, or on ISU property
require prior approvals. A letter of support will be required from CAA if the event occurs in
Campustown or from Ames Main Street if the event occurs in Downtown. Please contact the
appropriate office well in advance:
Downtown - Ames Main Street: (515) 232-2310
Campustown Action Association: (515) 232-2310
ISU - Events Authorization Committee: (515) 294-1437
director@amesdowntown.org
sarahd@ameschamber.com
eventauthorization@iastate.edu
TIMELINE
Detailed Description of Event Activities (written overview of event and what’s going to happen)
Event Ends Date Time M T W R F Sa Su
Teardown
Complete Date Time M T W R F Sa Su
Event Category
Concert/Performance
Farmer/Outdoor Market
Other (please explain)
Athletic/Recreation
Exhibits/Misc.
Festival/Celebration
Parade/Procession/March
Rain Date Rain Location
Yes No
Is this an annual event? If yes, how many years?
Setup
Event Starts
or Kevin Gries
59
2
CONTACTS
State Zip Code
Cell Phone
Cell Phone
Sponsor/Applicant Name
Address
City
Daytime Phone
E-mail
Alternate Contact Name
Daytime Phone
E-mail
ATTENDANCE
Anticipated Daily Attendance
Yes No
Is this event open to the public?
Is your event being held in conjunction with another event (e.g. Farmers' Market, 4th of July, etc.)? If yes, please list:
ORGANIZATION STATUS/PROCEEDS
For-Profit
Bona Fide Tax Exempt
Nonprofit
Yes No
Are patron admission, entry, or participant fees required? If yes, please describe and provide
amounts:
Are vendor or other fees required? If yes, please provide amounts:
Percentage of net proceeds going towards fundraising %
Percentage of net proceeds going towards for-profit entity %
SECURITY
Ames Police Department 24 hour non-emergency phone number: 515-239-5133
Please complete the course at https://www.crowdmanagers.com/training for crowd management training.
Yes No
Have you hired a professional security company to develop and manage your event’s security plan?
If yes, please fill out the following information:
Security Organization
State Zip Phone
Address
City
Email
60
ITEM #:16
DATE:04-22-25
DEPT:ADMIN
SUBJECT:REQUESTS FROM AMES PATRIOTIC COUNCIL FOR MEMORIAL DAY
PARADE ON MONDAY, MAY 26, 2025
COUNCIL ACTION FORM
BACKGROUND:
Each year the Ames Patriotic Council conducts a community observance of Memorial Day. This
observance involves a parade from City Hall to Ames Municipal Cemetery, followed by a community
memorial service at the Cemetery.
The following requests for May 26, 2025, are presented for City Council approval in order to facilitate
the Memorial Day observance:
Closure of Pearle Avenue and Fifth Street from east of Pearle Avenue through the Clark Avenue
intersection from 9:00 a.m. to 11:00 a.m. for the line-up and start of the parade entries.
Temporary closure of Clark Avenue from Fifth Street to Ninth Street (for movement of the
parade) between 9:45 a.m. and 11:00 a.m.
Temporary closure of Ninth Street between Clark Avenue and Maxwell Avenue (for movement
of the parade) between 9:45 a.m. and 11:00 a.m.
Temporary closure of Sixth Street at Clark Avenue and Duff Avenue at Ninth Street as the parade
moves through those intersections.
A blanket Temporary Obstruction Permit is also requested for the closed areas. It should also be noted
that temporary closures of residential streets that intersect Ninth Street and Clark Avenue will occur as
the parade progresses. Public Works will provide barricades for all of the street closure areas. Barricades
will be staffed by parade volunteers and/or residents of the area. Most intersection closures will last
only for a few minutes.
The Police Department will provide a lead car for the parade and will assist participants through the
Ninth Street and Duff Avenue intersection.
The rain location for activities will be the Ames Municipal Auditorium. No lost parking meter revenue
is anticipated due to the holiday.
ALTERNATIVES:
1. Approve the Ames Patriotic Council's requests for use of City facilities and services as outlined
above of for the Memorial Day observance on May 26, 2025.
2. Direct the Ames Patriotic Council to pursue alternate plans for the Memorial Day observance.
3. Do not approve the requests.
61
CITY MANAGER'S RECOMMENDED ACTION:
The parade and memorial service at the Municipal Cemetery are an integral part of the
community’s annual Memorial Day commemoration. Therefore, it is the recommendation of the City
Manager that the City Council approve Alternative #1, as described above.
ATTACHMENT(S):
Memorial Day Special Event Application.pdf
62
63
64
ITEM #:17
DATE:04-22-25
DEPT:ADMIN
SUBJECT:REQUESTS FOR AMES PRIDEFEST
COUNCIL ACTION FORM
BACKGROUND:
Ames Pride, a non-profit organization dedicated to building community for LGBTQIA+ people in the
City of Ames, is proposing to host its fifth annual Ames Pridefest from 10:00 a.m. to 8:00 p.m. on
Saturday, October 11. Ames Pridefest is an all-ages and family-friendly event featuring various
vendors, entertainment, and food trucks. An estimated 1,500 people are anticipated to attend.
To facilitate this event, Ames Pride has requested the following for Saturday, October 11, 2025:
Closure of Fifth Street from Kellogg Avenue to the alley east of Adams Funeral Home and
closure of the 400 and 500 Blocks of Douglas Avenue from 5:00 a.m. to 10:00 p.m.
A blanket Temporary Obstruction Permit
A blanket Vending License and waiver of fee ($50 loss to the City Clerk's Office)
Closure of 84 on-street metered parking spaces along Fifth Street and Douglas Avenue within the
event area, and waiver of fees (estimated loss of $189 to the Parking Fund)
Suspension of enforcement for 24 metered parking spaces in Kellogg Lot S and 58 metered
parking spaces in Library Lot Q to provide free parking to event attendees and Downtown
visitors. Reserved spaces within these lots would remain available to the regular permit holders
during the event. Event organizers have noted that Ames Pride will pay for these metered
spaces (estimated $184.50 to the Parking Fund).
The spaces in Lots S and Q would be available to attendees at Pridefest or anyone else visiting
Downtown during the event. The spaces would not be reserved exclusively for Pridefest attendees.
Staff has calculated the lost revenue for these spaces, which would be reimbursed by Ames Pride,
to be $184.50). The City Council approved the parking request in 2023 and 2024.
Ames Main Street has submitted a letter in support of the event. The organizers will notify affected
businesses and residents about the event and will place signs in the affected area prior to the event.
Organizers will also obtain a noise permit from the Police Department for this event.
ALTERNATIVES:
1. Approve the requests for Ames Pridefest on, Saturday, October 11, including the requested
waiver of fee for the Vending License, and waive the fees for metered parking only in the event
location. Parking enforcement in Lots S and Q would only be suspended upon receipt of
reimbursement for lost parking meter fees of $184.50. This would result in a loss of $189 to the
Parking Fund ($0.50/hour * 50% est. utilization * 84 meters * 9 metered hours).
65
2. Approve the requests, but do not allow the suspension of meter enforcement in Lots S and Q.
3. Do not approve the requests.
CITY MANAGER'S RECOMMENDED ACTION:
This event furthers the City Council’s goal of promoting a sense of one community by facilitating
an event in the Downtown district that provides a variety of entertainment, music, and resources
for the community. The organization has a history of holding this event successfully in previous
years.
Therefore, it is the recommendation of the City Manager that the City Council approve Alternative #1
thereby 1) waiving the fee for the vendor license, 2) closing portions of Douglas and Kellogg as
requested, 3) providing a blanket temporary obstruction permit, 4) waiving fees for parking in the event
area, and 5) suspension of parking enforcement of Lots S and Q, pending receipt of $184.50.
ATTACHMENT(S):
2025 AMS Letter of Support.pdf
Pridefest 2025 Special Event Application - CAF.pdf
Ames Pride Letter 2025.pdf
66
304 Main Street, Ames, IA 50010 | 515.233.3472 | AmesDowntown.org
Ames Main Street advances and promotes Downtown Ames as the heart of the Ames community.
March 5, 2025
Ames City Council
City Hall
515 Clark Ave
Ames, IA 50010
Subject: Letter of Support for Ames Pridefest 2025
Dear Mayor Haila and Members of the Ames City Council,
On behalf of the Ames Main Street board of directors, I am writing to express our strong
support for the annual Ames Pridefest, scheduled for Saturday, October 11, at the
intersection of 5th St. and Douglas Ave. This event, organized by Ames Pride in partnership
with the Ames Public Library, is an important celebration of diversity, inclusion, and
community within our city.
Ames Pridefest has become a staple event in our downtown, creating a welcoming and
vibrant atmosphere for residents and visitors alike. It not only strengthens our community’s
commitment to inclusivity but also contributes to the economic vitality of Ames by drawing
attendees to our local businesses and downtown spaces. Ames Main Street has been proud
to support this event in the past, and we look forward to seeing its continued success.
We encourage the City Council to approve the necessary permits and resources to ensure
another successful Pridefest. Ames Main Street is committed to fostering a downtown that is
inclusive and thriving, and we believe this event aligns perfectly with that mission.
Thank you for your time and consideration. Please feel free to reach out if we can provide
further support.
Respectfully,
Travis Toliver, IOM
Executive Director
67
1
For Office Use Only
Documents Received
Date: ____________________
___ Completed Application
___ Fireworks Application
($25 fee)
___ Insurance Certificate
___ Public Safety & Event
Management Plan
___ Site Plan/Route Map
($25 fee) (Road Race)
___ Vendor List
($50 fee/each)
___ Parking fees
Special Events Meeting
Date ____________________
Time ____________________
Room ___________________
Documents Sent:
___ Alcohol License
ABD ________________
___ Fireworks Permit
___ Road Race Permit
___ TOP
___ Vending Permit
___ Other ________________
Departments Included
___ City Manager: Brian
Phillips and Tasheik Kerr
___ CyRide: Jenny Bethurem
or Rob Holm
___ Electric: Mark Imhoff
___ Fire: Jason Ziph or Rich
Higgins
___ Parks & Rec: Craig
Kaufman or Joshua
Thompson
___ Public Works: Brad Becker
or Dave Cole
___ Police: Tom Shelton or
Mike Arkovich
___ Water: Heidi Petersen
___ Risk Management: Bill
Walton
CAA: Sarah Dvorsky
: Sarah Dvorsky
ISU: Events
Authorization Committee
City Council Meeting
Date _____________________
___ Added to Agenda with CAF
Approved Y N
Reminder Date ____________
SPECIAL EVENT APPLICATION
Applications received less than thirty (30) days before the event may not be processed by
the City in time for the event and will automatically be denied. Each application is viewed
as a new event regardless of previous occasions.
Event Name
Location/Address
Region (Select one or more)
Ames Main Street (Downtown)
Campustown District
Iowa State University Property
City Parks
Other (please explain)
Please note that events occurring in the Downtown, Campustown, in City parks, or on ISU property
require prior approvals. A letter of support will be required from CAA if the event occurs in
Campustown or from Ames Main Street if the event occurs in Downtown. Please contact the
appropriate office well in advance:
Downtown - Ames Main Street: (515) 232-2310
Campustown Action Association: (515) 232-2310
ISU - Events Authorization Committee: (515) 294-1437
director@amesdowntown.org
sarahd@ameschamber.com
eventauthorization@iastate.edu
TIMELINE
Detailed Description of Event Activities (written overview of event and what’s going to happen)
Event Ends Date Time M T W R F Sa Su
Teardown
Complete Date Time M T W R F Sa Su
Event Category
Concert/Performance
Farmer/Outdoor Market
Other (please explain)
Athletic/Recreation
Exhibits/Misc.
Festival/Celebration
Parade/Procession/March
Rain Date Rain Location
Yes No
Is this an annual event? If yes, how many years?
Setup Date Time M T W R F Sa Su
Event Starts Date Time M T W R F Sa Su
r ein ries
68
2
CONTACTS
State Zip Code
Cell Phone
Cell Phone
Sponsor/Applicant Name
Address
City
Daytime Phone
E-mail
Alternate Contact Name
Daytime Phone
E-mail
ATTENDANCE
Anticipated Daily Attendance
Yes No
Is this event open to the public?
Is your event being held in conjunction with another event (e.g. Farmers' Market, 4th of July,
etc.)? If yes, please list:
ORGANIZATION STATUS/PROCEEDS
For-Profit
Bona Fide Tax Exempt
Nonprofit
Yes No
Are patron admission, entry, or participant fees required? If yes, please describe and provide
amounts:
Are vendor or other fees required? If yes, please provide amounts:
Percentage of net proceeds going towards fundraising %
Percentage of net proceeds going towards for-profit entity %
SECURITY
Ames Police Department 24 hour non-emergency phone number: 515-239-5133
Please complete the course at https://www.crowdmanagers.com/training for crowd management training.
Yes No
Have you hired a professional security company to develop and manage your event’s security plan?
If yes, please fill out the following information:
Security Organization
State Zip Phone
Address
City
Email
69
April 22, 2025
Mayor and City Council
City of Ames
515 Clark Ave.
Ames, IA 50010
Mayor Haila and members of the Ames City Council,
Ames Pride is pleased to share our plans for Pridefest 2025 to be held on October 11 of this
year. We are thankful for the support we have already received from city officials, Ames Main
Street, Ames Public Library, and many local businesses in our planning.
As in previous years, we would request that the City waive the fees for our blanket vending
license and metered parking in the event locaJon. We also request that Ames Pride be allowed
to pay for the full day’s use of metered spaces in lots Q and S. These spaces would be available
as free parking for our event and for all downtown Ames visitors that day, reducing barriers of
cost and accessibility.
Thank you for your Jme and consideraJon of this and the many other issues that come before
the City Council.
KaJe Tschopp nicci port Rev. Jen Hibben
Co-Chair, Pridefest 2025 Co-Chair, Pridefest 2025 ExecuJve CommiTee,
ExecuJve CommiTee, ExecuJve CommiTee, Ames Pride Board of
Ames Pride Board of Directors Ames Pride Board of Directors Directors
70
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 and the City Council
From:Victoria A. Feilmeyer, Assistant City Attorney
Date:April 16, 2025
Subject:JT Warehouse Subdivision
We have had a request to replace security posted with the Clerk for certain public
improvements to be installed in JT Warehouse Subdivision. Currently, there is a bond
posted in the amount of $1,121.548 that was required by a Public Improvements
Agreement. A replacement bond in the same amount is proposed to be posted, and the
City’s Legal Department has reviewed the replacement security and found it acceptable.
The request for replacement relates to a pending ownership change and the replacement
bond is identical except for the responsible contractor.
The request before you is that you permit the City Clerk to relinquish and return the
original bond upon the receipt of the replacement bond, as approved by the Legal
Department.
71
ITEM #:19
DATE:04-22-25
DEPT:PW
SUBJECT:2024/25 COLLECTOR STREET & WATER SYSTEM IMPROVEMENTS
(OAKLAND STREET - OLIVER AVENUE TO HAWTHORNE AVENUE)
COUNCIL ACTION FORM
BACKGROUND:
The Collector Street Pavement Improvements is an annual program for reconstruction or rehabilitation
of collector streets. The Water System Improvements program provides funding for replacing aging
water mains in areas that are experiencing water pressure or quality problems. These two programs
have been combined for increased efficiency in construction and reduced impact on local residents.
The project location will include street and water main improvements on Oakland Street from
Oliver Avenue to Hawthorne Avenue, including sidewalk infill from Oliver Avenue to Franklin
Avenue. City staff has completed plans and specifications for this project with revenue and estimated
expenses as follows:
Funding Source Available Revenue Estimated Expenses
G.O. Bonds $ 750,000
Water Utility Fund $ 350,000
Construction $ 790,862.95
Engineering/Administration $ 140,000.00
TOTAL $1,100,000 $ 930,862.95
PUBLIC OUTREACH:
Staff sent letters to all area residents and met with several local property owners to obtain input
regarding staging, construction timing, and special access needs. Comments were received and
incorporated into the project design. A public meeting was held on April 17, 2025 to present the final
plans to the area residents and interested citizens.
ALTERNATIVES:
1. Approve preliminary plans and specifications for the 2024/25 Collector Street & Water System
Improvements (Oakland Street - Oliver Avenue to Hawthorne Avenue) project, setting May 21,
2025, as the bid due date and May 27, 2025, as the date of Public Hearing and award of bid.
2. Direct staff to revise the project.
CITY MANAGER'S RECOMMENDED ACTION:
Approving these plans and specifications will result in lower street maintenance costs, improve
area drainage, provide a better neighborhood aesthetic, enhance safety and accessibility for
pedestrians, improve drinking water quality, and improve firefighting capacity. Therefore, it is
the recommendation of the City Manager that the City Council adopt Alternative No. 1 as describe
above.
72
ATTACHMENT(S):
Oakland.pdf
73
2024/25 Collector Street & Water
System Improvements
Open trenching Sanitary Force main
on South side of East Lincoln Way
Lift Station
Single Lane
Alternating Traffic
North Side of intersection
¯Oakland St - Oliver Ave to Hawthorne Ave
New Signal
Vet Med Trail
Box Culvert
D
D
D
D D
D D
D
D
D
D
D
D D D D
Phase I
D
D
D
D
D
DD
D
D
D
D
D
DD
D
D
D
D
D
D D
D
D
Sidewalk Extension
Phase II
74
ITEM #:20
DATE:04-22-25
DEPT:PW
SUBJECT:2024/25 SOUTH 16TH STREET ROADWAY WIDENING
COUNCIL ACTION FORM
BACKGROUND:
South 16th Street is a Minor Arterial, two-lane rural cross section roadway from University Boulevard
east to the Veterinary Medicine Trail where it widens to four lanes which extends to the intersection
with South Grand Avenue.
While this section of the roadway is owned by Iowa State University, the staff has recommended,
for this one instance, that the City will pay for this improvement since the City's extension of
Grand Avenue into S. 16th has increased the traffic volume and negatively impacted the
intersection operations at S. 16th and University Blvd. Following construction, the roadway and
trail will be owned by the City of Ames in a roadway easement which will give the City full control and
access.
This project will include widening South 16th Street to four lanes from University Boulevard to
the Veterinary Medicine Trail, transforming the roadway into an urban cross section with curb
and gutter. The proposed project also includes extension of the box culvert at Worrell Creek and
a multi-use trail along the south and north sides of South 16th Street from University Boulevard
to the Veterinary Medicine Trail.
This project will have a May 20, 2025, letting conducted through the Iowa Department of
Transportation (DOT), which is a requirement of using the MPO/STP funding. To accommodate the
ISU academic calendar and football season, the project will be constructed in two phases.
This project was initially included in the DOT bid letting on March 18, 2025; however, it was
discovered that a required approval step had been missed that would not have allowed the City to
accept the bids. Once staff discovered this error, and following consultation with the DOT Office
of Contracts, the bids that were received were not opened nor read aloud. The project was able
to be moved to the May 20, 2025 bid letting with the proper approvals now in place through this
council action.
The summary of the estimated revenues and expenses for this project are shown below.
Funding Source Available Revenue Estimated Expenses
2023/24 G.O. Bonds $ 325,000
Stormwater Utility Fund $ 250,000
Previously Issued Bonds $ 741,000
2024/25 STBG Funds $ 2,814,000
Construction (Est.) $ 3,762,873
Engineering Administration $ 325,000
TOTAL $ 4,130,000 $ 4,087,873
75
PUBLIC OUTREACH:
Throughout the design process, staff from the City of Ames and Shive Hattery, the consultant design
engineer, conducted multiple meetings with representatives from Iowa State University (ISU). ISU staff
coordinated internally with both the College of Veterinary Medicine and the Department of Athletics to
communicate all proposed design changes and project phasing.
At the 95% design completion stage, City and Shive Hattery staff held a focused meeting with the
College of Veterinary Medicine to review all phases of the project and discuss how traffic access
to their facilities would be maintained throughout construction. Feedback received during this
meeting was reviewed and incorporated into the final project design.
ALTERNATIVES:
1. Approve preliminary plans and specifications for the 2024/25 South 16th Street Roadway
Widening, and establish May 20, 2025, as the date of letting and May 27, 2025, as the date of
report of bids.
2. Do not approve this project.
CITY MANAGER'S RECOMMENDED ACTION:
This project will be let by the Iowa Department of Transportation (DOT), which is a requirement
of using the MPO/STP funding. Approval of the plans and specifications will continue to keep this
project on the Iowa DOT's May 20, 2025, letting schedule. Therefore, it is the recommendation of
the City Manager that the City Council adopt Alternative No. 1, as described above.
ATTACHMENT(S):
S. 16th Widening.pdf
76
South 16th Street
Widening
Open trenching Sanitary Force main
on South side of East Lincoln Way
Lift Station
Single Lane
Alternating Traffic
North Side of intersectionS 16TH ST
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ASPEN RIDGE RD
¯Ramp Imp.South 16th Street - University Boulevard
to Vet Med Trail
New Signal
Vet Med Trail
Box Culvert
D
D
D
D D
D D
D
D
D
D
D
D D D D
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Roadway Imp.
Trail Imp.77
ITEM #:21
DATE:04-22-25
DEPT:ELEC
SUBJECT:NON-ASBESTOS INSULATION AND RELATED SERVICES AND SUPPLY
CONTRACT - CONTRACT RENEWAL
COUNCIL ACTION FORM
BACKGROUND:
This contract involves the removal, repair, and reinstallation of non-asbestos insulation at the
Power Plant. It also includes 1) installation of new insulation systems on pipes, ducts, equipment,
vessels, boilers, and accessories throughout the Power Plant; 2) repair and replacement of lagging
systems; repair and replacement of jacketing systems; and installation of new jacketing systems; and 3)
fire-stopping insulation and sound attenuation insulation.
On June 11, 2024, Council awarded a contract to HTH Companies Inc., Union, MO, for the Non-
Asbestos Insulation and Related Services and Supply Contract at the Power Plant. This contract
included the option for the City to renew in one-year increments for up to four additional years. This is
the first renewal out of four possible renewal periods.
The City Council should note that the rates which will be charged by HTH Companies Inc. will
increase 2%, as indicated on their bid document.
The benefits of having a contract for these services in place include the following:
Consistency of work and quality from a single contractor.
Reduction in the City’s exposure to market forces regarding prices and availability for labor,
travel, and supplies in preparation for a scheduled outage.
Rapid contractor mobilization to start emergency repairs, thus reducing generation downtime.
Saved City staff time obtaining quotes, evaluating bids and preparing specifications and other
procurement documentation.
The approved FY 2025/26 Power Plant operating budget includes $150,000 for this contract.
Invoices will be based on contract rates for time and materials for services actually received.
ALTERNATIVES:
1. Approve the contract renewal with HTH Companies, Inc., of Union, MO, for the Non-Asbestos
Insulation and Related Services and Supply Contract at the Power Plant for the one-year period
from July 1, 2025 through June 30, 2026 in an amount not-to-exceed $150,000.
2. Do not renew the contract and instruct staff to seek new competitive bids.
CITY MANAGER'S RECOMMENDED ACTION:
This contract is needed to carry out emergency and routine non-asbestos insulation services at the
Power Plant. The contract will establish rates for service and provide for guaranteed availability,
thereby setting in place known rates for services. Therefore, it is the recommendation of the City
Manager that the City Council adopt Alternative No. 1 as stated above.
78
ATTACHMENT(S):
Non Asbestos 25-26 rates.pdf
79
PROPOSED
FY24-25 FY25-26
Line #Description
1 LABOR RATES
2 Supervisor Hourly Rate - STRAIGHT TIME $46.50 $47.43
3 Supervisor Hourly Rate - OVERTIME $67.00 $68.34
4 Supervisor Hourly Rate - DOUBLE TIME $67.00 $68.34
5 Apprentice Hourly Rate - STRAIGHT TIME $34.75 $35.45
6 Apprentice Hourly Rate - OVERTIME $49.00 $49.98
7 Apprentice Hourly Rate - DOUBLE TIME $49.00 $49.98
8 Foreman Hourly Rate - STRAIGHT TIME $46.50 $47.43
9 Foreman Hourly Rate - OVERTIME $67.00 $68.34
10 Foreman Hourly Rate -DOUBLE TIME $67.00 $68.34
11 Journeyman Hourly Rate - STRAIGHT TIME $41.25 $42.08
12 Journeyman Hourly Rate - OVERTIME $59.50 $60.69
13 Journeyman Hourly Rate - DOUBLE TIME $59.50 $60.69
14 Technician Hourly Rate - STRAIGHT TIME $34.75 $35.45
15 Technician Hourly Rate - OVERTIME $49.00 $49.98
16 Technician Hourly Rate - DOUBLE TIME $49.00 $49.98
17 Subsistence $90.00 $91.80
18 Travel hourly rate hourly rate
19 Mileage $0.00 $0.00
20 Material Costs:Cost Plus _____%7.0%7.0%
21 Contract Renewal
22 Labor Rates 2.0%2.0%
23 Travel & Subsistence 2.0%2.0%
Non-Asbestos Insulation and Related
Services and Supply Contract
80
ITEM #:22
DATE:04-22-25
DEPT:ELEC
SUBJECT:BOILER TUBE SPRAY COATING AND RELATED SERVICES AND SUPPLY
CONTRACT FOR POWER PLANT - CONTRACT RENEWAL
COUNCIL ACTION FORM
BACKGROUND:
This contract is for a contractor to provide and install new boiler tube coating and surface
preparation at the City’s Power Plant. This coating has been found effective against the corrosive
wear on the boiler tubes. A majority of the boiler tube walls in Unit 8 do not have shop-applied coating
and require routine spray coatings to maintain protection. This contract addresses that routine
application of protective coating. Failure to maintain the coating will cause the boiler tubes to wear
much more quickly, resulting in premature failure and costly repairs.
On July 26, 2022, Council awarded a contract to Integrated Global Services, Inc., Richmond, VA, for
the Boiler Tube Spray Coating and Related Services and Supply Contract for Power Plant. This contract
included the option for the City to renew in one-year increments for up to four additional years. This is
the third renewal out of four possible renewal periods.
The benefits of having a contract for these services in place include the following:
1. Consistency of work and quality from a single contractor.
2. Reduction in the City’s exposure to market forces regarding prices and availability for labor,
travel, and supplies in preparation for a scheduled outage.
3. Rapid contractor mobilization to start emergency repairs, thus reducing generation downtime.
4. Saved City staff time obtaining quotes, evaluating bids and preparing specifications and other
procurement documentation.
The City Council should note that the labor rates which will be charged by Integrated Global Services,
Inc. will increase approximately 5% and the material rates will increase approximately 7%. A
comparison of rates is attached.
Staff finds these increases to be acceptable for the following reasons: 1) It has been very difficult to find
a tube spray coating contractor that understands the product and the precision needed to install the
coating. During the last five years, only two companies have been able to meet the specifications
required by the Power Plant: IGS and Whertec. Whertec recently closed, and IGS was the only bidder
for the most recent contract. 2) Staff has seen high labor and material price increases consistent with
IGS from many other vendor and service providers within the last few years.
Invoices will be based on contract rates for time and materials for services actually received and
accepted by the City. The FY 2025/26 operating budget includes $590,000 for these services. This
amount is expected to remain similar to the amount budgeted in the prior year. The coating applied in
recent years has performed well and is not expected to need annual reapplication to the same areas. The
budgeted funding will allow the entire areas requiring coating to be resurfaced approximately every six
years.
81
ALTERNATIVES:
1. Approve the contract renewal with Integrated Global Services, Inc., Richmond, VA, for the Boiler
Tube Spray Coating and Related Services and Supply Contract for Power Plant for the one-year
period from July 1, 2025 through June 30, 2026 in an amount not-to-exceed $590,000.
2. Reject the renewal option and instruct staff to seek new competitive bids.
CITY MANAGER'S RECOMMENDED ACTION:
It is important to have a highly skilled company to perform maintenance services on the City’s
power plant boilers. These boilers operate at high temperatures and under high pressures. Work
may be scheduled or required under short notice conditions. Having a contract in place allows for
quick response time at a predetermined cost. Therefore, it is the recommendation of the City
Manager that the City Council adopt Alternative No. 1 as stated above.
ATTACHMENT(S):
Boiler Tube Spray Coating Renewal 25-26.pdf
82
DESCRIPTION
Supervisor $ 106.00 $ 159.00 $ 212.00 $ 111.00 $ 166.50 $ 222.00
Foreman $ 93.00 $ 139.50 $ 186.00 $ 97.00 $ 145.50 $ 194.00
Technician $ 90.00 $ 135.00 $ 180.00 $ 94.00 $ 141.00 $ 188.00
Team Leader $ 98.00 $ 147.00 $ 196.00 $ 102.00 $ 153.00 $ 204.00
Subsistence per day:
Travel per person:
Mileage:
Material Costs:
IGS 5470
Sand (Garnet)
IGS 6045E - 2-3 Mils
Safety Supplies
HVTS Consumables
Excalibur 3000
Complete HVAS (EA)
3rd party equip rental
Scaffolding Services
BOILER TUBE SPRAY CONTRACT
$4.00/mh
$6.00/mh
$270/shift
$460/shift
Cost plus 15%
Cost plus 15%
$120/lb
$.63/lb
$1.43/lb
$1,220/gal
PROPOSED 25/26
$263.00
$3,800.00
N/A
Rate sheet provided
$114.00/lb
$.59/lb
$1.35/lb
$1150.00/gal
24/25
$249.00
$3,606.00
N/A
Rate sheet provided
Misc. Tools and Equipment Rates
$3.70/mh
$5.60/mh
$250.00/day
$430.00/day
Cost plus 15%
Cost plus 15%
83
ITEM #:23
DATE:04-22-25
DEPT:ELEC
SUBJECT:ELECTRICAL MAINTENANCE SERVICES CONTRACT FOR POWER
PLANT - CONTRACT RENEWAL
COUNCIL ACTION FORM
BACKGROUND:
Electric Services’ two high-pressure steam turbine electric generating units within the Power Plant are
referred to as Unit No. 7 and Unit No. 8. These units require regular professional maintenance and
repair. This consists of emergency service as well as regularly planned repairs and services during
scheduled outages. The repair of these generating units requires professional trade crafts such as
boilermakers, electricians/control techs, steam/pipe fitters, and millwrights, to list a few. The units
operate under environmental conditions with high heat and high pressure.
Due to these operational conditions, numerous circuit breakers, relays and electrical circuits are
necessary to safely and reliably operate the Power Plant. All of this equipment must be
professionally maintained, serviced, adjusted, repaired, and rebuilt. Specially trained personnel
perform this work.
On May 9, 2023, Ames City Council awarded a contract to Tri-City Electric Company of Iowa,
Davenport, IA, for the Electrical Maintenance Services Contract for Power Plant. The contract includes
an option that would allow the City to renew the contract for up to four additional one-year terms. This
is the second of four additional renewal contract periods. The City Council should note that the rates
which will be charged by Tri-City Electric Company of Iowa will increase by 3%, as indicated in
their bid document.
Staff recommends that these services continue to be outsourced on an annual renewable contract basis.
The benefits of having a contract for these services in place include the following:
1. Consistency of work and quality from a single contractor.
2. Reduction in the City’s exposure to market forces regarding prices and availability for labor,
travel, and supplies in preparation for a scheduled outage.
3. Rapid contractor mobilization to start emergency repairs, thus reducing generation downtime.
4. Saved City staff time obtaining quotes, evaluating bids and preparing specifications and other
procurement documentation.
The approved FY 2025/26 operating budget for Electric Production includes $120,000 for relay
and breaker maintenance. Actual expenses will be based on services provided and invoiced during the
term of the renewal.
ALTERNATIVES:
1. Approve the contract renewal with Tri-City Electric Company of Iowa, Davenport, IA, for the
Electrical Maintenance Services Contract for Power Plant for the one-year period from July 1,
2025 through June 30, 2026 in an amount not-to-exceed $120,000.
84
2. Reject the renewal option and instruct staff to seek new competitive bids.
CITY MANAGER'S RECOMMENDED ACTION:
This work is necessary to properly maintain relays, circuit breakers and electrical circuits and to
carry out emergency and scheduled repairs resulting from equipment failures. This contract
would establish competitive rates for service and provide for guaranteed availability, thereby
setting in place known rates for service and controlling the Plant’s costs. Therefore, it is the
recommendation of the City Manager that the City Council adopt Alternative No. 1 as stated above.
ATTACHMENT(S):
Electrical Maintenance Services Renewal 25-26 pricing.pdf
85
ELECTRICAL
MAINTENANCE
SERVICES CONTRACT
DESCRIPTION Hourly Rate Hourly Rate Hourly Rate Hourly Rate Hourly Rate Hourly Rate
Supervisor $ 100.94 $ 135.96 $ 175.10 $ 103.97 $ 140.04 $ 180.35
Apprentice 1 & 2 $ 41.20 $ 54.59 $ 67.98 $ 42.44 $ 56.23 $ 70.02
Apprentice 3 $ 50.47 $ 65.92 $ 82.40 $ 51.98 $ 67.90 $ 84.87
Apprentice 4 $ 55.62 $ 73.13 $ 91.67 $ 57.29 $ 75.32 $ 94.42
Apprentice 5 $ 62.83 $ 82.40 $ 104.03 $ 64.71 $ 84.87 $ 107.15
Apprentice 6 $ 72.10 $ 91.67 $ 117.42 $ 74.26 $ 94.42 $ 120.94
Foreman $ 96.82 $ 131.84 $ 168.92 $ 99.72 $ 135.80 $ 173.99
Journeyman $ 92.70 $ 128.75 $ 164.80 $ 95.48 $ 132.61 $ 169.74
Technicial Level 1 $ 103.00 $ 139.05 $ 175.10 $ 106.09 $ 143.22 $ 180.35
Technicial Level 2 $ 108.15 $ 144.20 $ 180.25 $ 111.39 $ 148.53 $ 185.66
Technicial Level 3 $ 118.45 $ 154.50 $ 195.70 $ 122.00 $ 159.14 $ 201.57
Protection & Controls
Specialist $ 133.90 $ 180.25 $ 226.60 $ 137.92 $ 185.66 $ 233.40
Subsistence:
Travel:
Mileage:
Material Costs:
Labor Rates:
Travel & Sub:
FY24-25
$189.52 per day
3% per year
3% per year
$77.25 per hour (when outside normal
business hours)
$.72 per mile
Cost Plus 10 %
Misc. Tools and Equipment Rates /
Rate per U/M
see attached
Proposed Price Increase for Renewal
Periods:
see attached
Proposed Price Increase for Renewal
Periods:
3% per year
3% per year
PROPOSED FY25-26
$195.21 per day
$79.57 per hour (when outside normal
business hours)
$.74 per mile
Cost Plus 10 %
Misc. Tools and Equipment Rates /
Rate per U/M
86
ITEM #:24
DATE:04-22-25
DEPT:ELEC
SUBJECT:POWER PLANT MAINTENANCE SERVICES CONTRACT - CONTRACT
RENEWAL
COUNCIL ACTION FORM
BACKGROUND:
The Electric Utility has two gas-fired, high-pressure steam generation units within the City’s Power
Plant, referred to as Units No. 7 and 8. These units require regular professional maintenance and repair.
This work consists of both emergency and planned repairs and service. Services include 1) boiler
maintenance and repairs, 2) structural steel, 3) pump and piping work, and 4) other miscellaneous
mechanical Power Plant work. The repair of the equipment on these generation units requires
professional trade crafts such as laborers, millwrights, and steam/pipe fitters.
On March 14, 2023, City Council awarded the Power Plant Maintenance Services Contract to
Waldinger Corporation, of Des Moines, IA. This contract included the option for the City to renew in
one-year increments for up to four additional years. This is the second renewal out of four possible
renewal periods.
Council should note the rates that will be charged by Waldinger Corporation will increase 4%
compared to the current year, as indicated on the bid document.
Staff recommends that these services continue to be outsourced on an annual renewable contract basis.
The benefits of having a contract for these services in place include the following:
1. Consistency of work and quality from a single contractor.
2. Reduction in the City’s exposure to market forces regarding prices and availability for labor,
travel, and supplies in preparation for a scheduled outage.
3. Rapid contractor mobilization to start emergency repairs, thus reducing generation downtime.
4. Saved City staff time obtaining quotes, evaluating bids and preparing specifications and other
procurement documentation.
The approved FY 2025/26 Power Plant operating budget includes $135,000 for this service.
Invoices will be based on contract rates for time and materials for services actually performed.
ALTERNATIVES:
1. Approve the contract renewal with Waldinger Corporation, of Des Moines, IA, for the Power
Plant Maintenance Services Contract for the one-year period from July 1, 2025 through June 30,
2026 in an amount not-to-exceed $135,000.
2. Reject the renewal option and instruct staff to seek new competitive bids.
CITY MANAGER'S RECOMMENDED ACTION:
This work is necessary to ensure that a qualified professional firm will respond to both scheduled
and emergency needs for Power Plant maintenance. The renewal contract will control costs by
87
having established billing rates. Funds will be expended only as work is required and in
accordance with approved invoices. Therefore, it is the recommendation of the City Manager that the
City Council adopt Alternative No. 1 as stated above.
ATTACHMENT(S):
Waldinger 25-26 Rates.pdf
88
LABOR:
Standard Rate Overtime Rate Standard Rate Overtime Rate
Journeyman $95.56 $126.26 $157.28 $99.38 $131.31 $163.57
Foreman $112.95 $146.10 $179.60 $117.47 $151.94 $186.78
General Foreman $118.01 $152.70 $187.74 $122.73 $158.81 $195.25
Superintendent $127.24 $165.02 $203.19 $132.33 $171.62 $211.32
Journeyman $100.74 $131.76 $162.78 $104.77 $137.03 $169.29
Foreman $118.56 $152.04 $185.54 $123.30 $158.12 $192.96
General Foreman $123.85 $158.91 $193.95 $128.81 $165.27 $201.71
Superintendent $133.62 $171.78 $209.96 $138.96 $178.65 $218.35
Standard Rate Overtime Rate Standard Rate Overtime Rate
Journeyman $94.78 $124.85 $157.13 $98.57 $129.85 $163.42
Foreman $110.48 $140.52 $179.46 $114.90 $146.15 $186.64
General Foreman $115.90 $145.94 $187.61 $120.53 $151.78 $195.11
Superintendent $122.93 $156.05 $203.05 $127.85 $162.29 $211.17
Journeyman $99.80 $130.12 $161.41 $103.79 $135.33 $167.86
Foreman $115.77 $146.10 $185.04 $120.40 $151.94 $192.44
General Foreman $121.48 $151.81 $193.47 $126.34 $157.88 $201.21
Superintendent $129.01 $162.46 $209.46 $134.17 $168.96 $217.83
Standard Rate Overtime Rate Standard Rate Overtime Rate
Journeyman $95.56 $126.26 $157.28 $99.38 $131.31 $163.57
Foreman $112.95 $146.10 $179.60 $117.47 $151.94 $186.78
General Foreman $118.01 $152.70 $187.74 $122.73 $158.81 $195.25
Superintendent $127.24 $165.02 $203.19 $132.33 $171.62 $211.32
Journeyman $100.74 $131.76 $162.78 $104.77 $137.03 $169.29
Foreman $118.56 $152.04 $185.54 $123.30 $158.12 $192.96
General Foreman $123.85 $158.91 $193.95 $128.81 $165.27 $201.71
Superintendent $133.62 $171.78 $209.96 $138.96 $178.65 $218.35
Standard Rate Overtime Rate Standard Rate Overtime Rate
Journeyman $95.56 $126.26 $157.28 $99.38 $131.31 $163.57
Foreman $112.95 $146.10 $179.60 $117.47 $151.94 $186.78
General Foreman $118.01 $152.70 $187.74 $122.73 $158.81 $195.25
Superintendent $127.24 $165.02 $203.19 $132.33 $171.62 $211.32
Journeyman $100.74 $131.76 $162.78 $104.77 $137.03 $169.29
Foreman $118.56 $152.04 $185.54 $123.30 $158.12 $192.96
General Foreman $123.85 $158.91 $193.95 $128.81 $165.27 $201.71
Superintendent $133.62 $171.78 $209.96 $138.96 $178.65 $218.35
$.67/mile
$.67/mile
$0.00
NOTE:
The Waldinger Corporation
Des Moines, IA
$0.00/day
$0.00/day
TRAVEL &
SUBSISTENCE
Supervisors
NOTE:
PIPEFITTER
LABORER
Craft
Description
NOTE:
MILLWRIGHT
STEAMFITTER
Supervisor travel
Travel & Mileage
NOTE:
Craft travel
Supervisor mileage
FY25-26
The Waldinger Corporation
Des Moines, IA
$0.00/day
$0.00/day
$.70/mile
$.70/mile
$0.00
89
MISC.
4%
4%
4%
$1.71/mile
Rate
COST + 15%
COST + 15%
$0.00
$82.95/hour
Labor
Renewal
Equipment & Tools
Mileage
Miscellaneous materials &
consumables
Craft mileage
Deliveries
Travel
Travel & Subsistence
Description
$0.00
$86.27/hour
$1.78/mile
4%
4%
Rate
COST + 15%
COST + 15%
4%
90
To:Mayor and City Council
From:City Clerk's Office
Date:April 18, 2025
Subject:Contract and Bond Approval
Item No. 25
MEMO
There is no Council Action Form for the 2023/24 CDBG Infrastructure Program (N
Russell Avenue - N 2nd Street to N 4th Street) with Iowa Water & Waste Systems of
Boone, Iowa, in the amount of $346,858.50. City Council approval of the contract and
bond for the project is simply fulfilling a State Code requirement.
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
91
ITEM #:26
DATE:04-22-25
DEPT:FIN
SUBJECT:RESOLUTION APPROVING FISCAL YEAR 2024/25 ADJUSTED BUDGET
AND FISCAL YEAR 2025/26 BUDGET
COUNCIL ACTION FORM
BACKGROUND:
On April 8, 2025, during a special meeting, the City Council held a public hearing to gather public input
on the proposed property tax levy of $10.30 for the FY 2025/26 budget. The levy is projected to
generate $37,755,709 in property tax revenue during the next fiscal year. One comment was received
during the hearing.
Later that same evening, at the regular City Council meeting, the Council set a public hearing for April
22, 2025, to consider the final adoption of the FY 2025/26 proposed budget and the amended FY
2024/25 budget. Approval of this resolution represents the final statutory step in the budget adoption
process.
The total amounts reflected in the proposed amended FY 2024/25 and FY 2025/26 budgets remain
consistent with those previously approved by the City Council during the Budget Wrap-Up Session in
February 2025. As is standard practice, staff will prepare a final amendment to the FY 2024/25 budget
for City Council review and consideration in May 2025.
ALTERNATIVES:
1. Adopt a resolution approving:
a. The adjusted FY 2024/25 City Budget
b. The proposed FY 2025/26 City Budget
2. Delay adoption of the Adjusted FY 2024/25 and FY 2025/26 Budget
CITY MANAGER'S RECOMMENDED ACTION:
State law requires that the City hold a public hearing and take action to adopt the Adjusted FY
2024/25 and FY 2025/26 Budgets. In the event the City delays the adoption of the annual budget
and does not meet the required deadline, the City will be limited to the FY 2024/25 budget
amount. The proposed budget documents contain the programs, revenues, and expenditures
directed by the City Council to be included. Therefore, it is recommended that the City Council
approve Alternative No. 1 a & b, as described above.
92
ITEM #:27
DATE:04-22-25
DEPT:P&H
SUBJECT:AMENDMENT TO ZONING ORDINANCE MODIFYING BILLBOARD
STANDARDS AND CREATING NEW DIGITAL DISPLAY STANDARDS
COUNCIL ACTION FORM
BACKGROUND:
City Council first considered the concept of leasing land for a digital billboard along Highway 30 as part
of the update on the Linc project located along Lincoln Way in October 2022. At that time, the
developer noted that for the Linc to proceed, the two billboards located on the site would need to be
removed and that the billboard owner, Lamar Advertising, would consider ending their leases early if a
suitable alternative could be found.
Lamar representatives indicated that a digital billboard--which does not currently exist within Ames--
with a potential location along Highway 30 would be a desirable alternative. City Council determined
that a site on City controlled land could be beneficial in relation to the request. Specially, land owned by
the City along Highway 30 and Billy Sunday Road could be suitable. Council reviewed a draft lease for
the site at their February 11, 2025 meeting. In order to consider leasing the proposed location, the digital
billboard zoning standards would need to be modified. On February 11, the City Council initiated a
zoning text amendment to modify the billboard standards and create standards for digital
billboards.
Currently the City regulates Billboards through zoning standards of Section 29.409. A billboard is
distinguished from a regular sign allowance as a specific use for advertising offsite products or services.
On-site signage is considered accessory to the use on-site.
The current standards include placement of billboards, message area, heights, setbacks, lighting,
support structure, and landscaping standards. Billboards are only permitted in HOC, GI, PI and
Agricultural zones. Billboards are prohibited in all other zones and within 600 feet of the boundary of a
zone in which billboards are prohibited. Additional placement restrictions include a 250-foot restriction
from any part of interchanges with Interstate 35 and Highway 30 and 600 feet from another billboard.
Illumination of a billboard after 10 p.m. is prohibited, unless by downward directed lights. See attached
map for current allowed areas.
ZONING TEXT AMENDMENT:
Two primary features of the billboard regulations need to be modified to allow for proposed size
and illumination. The current 300 square foot allowance is below common industry standards of
billboards. Lamar Advertising's interest in a digital billboard relates to the 672 square foot "Bulletin"
size. Allowing LEDs as the lighting source, which are not directed downwards, and allows for the
billboard to be lit continually and not be shut off after 10 p.m.
The LED display has a proposed illumination control that requires ambient sensors to reduce light
levels during nighttime hours compared to daytime hours. Staff also proposes a standard for measuring
the intensity of lighting which is measured in "nits," which is a standard measurement of luminous
intensity equal to one candela per square meter of surface area. This the most direct way to measure
93
intensity, but does require special equipment. Alternative options are to use a more common area
measurement that is usually used for something like a street light, which is easier to measure, but has
lower correlation to intensity of lighting.
The following is summary of proposed standards:
1. Location of Digital Billboard limited to Hwy 30 frontage for commercial property
2. Increased size allowance for digital billboards up to 672 square feet
3. Prohibition when abutting property with residential zoning
4. Light controls for automatic dimming based upon ambient conditions
5. Maximum brightness levels of the digital display at 250 nits in the evening
6. Maximum height of 50 feet
7. Separation distance of 1000 feet from another billboard for a digital display
8. A minimum of two nonconforming billboards with a message area totaling at least 400 square
feet must be removed to permit approval of a digital display.
PLANNING AND ZONING COMMISSION:
The Commission reviewed a preliminary draft of the ordinance on April 2. Staff provided an overview
of size, location, and lighting issues related to the digital billboards. The Commission questions
focused on the areas that they would be permitted, clarification of the lighting standards, removal of
nonconforming billboards, and the size. Concerns were expressed about how many could be permitted
and how bright the lighting may appear. The Commission voted 5-1 to recommend approval of the
changes. Since the meeting with the Commission, staff has refined the ordinance.
One notable issue that has been updated in response to the Commission discuss was the reference to
removing nonconforming billboards and the amount of sign area required to have a new approval.
Originally it was required to remove two billboards with a sign area at a one to one ratio, meaning 672
square feet. Staff researched this requirement further and because current limitations are 200 square
feet, the requirement would likely require four billboards to be removed rather than two. Staff modified
the attached draft ordinance to require 400 square feet rather than 672 square feet of sign area be
removed to receive approval for a new digital display.
ALTERNATIVES:
1. Approve the attached ordinance on first reading.
2. Modify the proposed ordinance and approve on first reading.
3. Refer this item back to staff for more information and take no action to approve the ordinance.
4. Deny the text amendment.
CITY MANAGER'S RECOMMENDED ACTION:
94
CITY MANAGER'S RECOMMENDED ACTION:
The proposed change will allow for a new type of billboard within Ames in limited locations along
Highway 30. The proposed standards will allow for billboards very similar to the two high
profile billboards in Des Moines near the northeast mixmaster of the I-80/I-235/I-35 interchange
(one is on the east side of 235 and the other is on the south side of I-35). The proposed standards
address concerns about nuisance factors of lighting with automatic lighting controls and potential
proliferation of billboard with the removal requirements and spacing standards. Therefore, it is
the recommendation of the City Manager to approve Alternative #1, as described above.
ATTACHMENT(S):
Billboard Zoning Map.pdf
DRAFT Ordinance for Billboards and Digital Displays.pdf
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Ü Zoning Map with Billboard Site Options
Curren t allowed Billboard L oca tion s
New Allowed Location for Digital Billboa rd and regualr bilboards
96
ORDINANCE NO.
AN ORDINANCE TO AMEND THE MUNICIPAL CODE OF THE
CITY OF AMES, IOWA, BY AMENDING SECTION 29.201(28),
REPEALING SECTION 29.409 AND ENACTING A NEW
SECTION 29.1319 THEREOF, FOR THE PURPOSE OF
ESTABLISHING REQUIREMENTS FOR OUTDOOR
ADVERTISING DISPLAYS AND BILLBOARDS, 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 amending Section 29.201(28), repealing Section 29.409, and enacting a new Section 29.1319
as follows:
“Sec. 29.201. DEFINITIONS.
Except as otherwise defined in this Ordinance or unless the context may otherwise require, the
following words are defined for the purpose of this Ordinance as follows:
…
(28) Billboard means a fabricated surface or devise located outdoors that is used or intended to
be used in the business of displaying messages in exchange for a rental payment fee.
Billboards and Outdoor Advertising Displays mean a fabricated surface or device,
including support structure, located outdoors that is used or intended to be used in the business of displaying
messages for services, activities, goods, or other information that is not related to activities located on the
site of the display.
…
Sec. 29.412. BILLBOARDS. (REPEALED)
(1) Locations Limited.
(a) Billboards are permitted in only the following Zones: Highway-Oriented
Commercial (HOC), General Industrial (IGI), Planned Industrial (IP), and Agricultural (A).
(b) Location of a Billboard within 600 feet of the boundary of a Zone in which
Billboards are not permitted is prohibited.
(c) Billboards are prohibited within 250 feet of any part of any roadway interchange
with either Interstate Highway 35 or U.S. Highway 30.
(d) No Billboard shall be located nearer than 600 feet to any other Billboard.
(2) Message Area. The area of either side of a Billboard that displays a message shall not
exceed 200 square feet, and, a Billboard shall not have more than two sides for the display of messages.
However, the area of a message display side may be as much as 300 square feet if the Billboard is located
in a corridor lying 300 feet on either side of the right-of-way of U.S. Highway 30.
(3) Monopole Required. All Billboards shall be erected on a single steel monopole.
(4) Landscaping. Landscaping that enhances the site of the Billboard, and the area
surrounding the Billboard, shall be established, and maintained at the base of each Billboard by the party
in control of the Billboard, except for Billboards located in the Agricultural (A) Zone.
(5) Height Limit. A Billboard shall not exceed 50 feet from the base of the monopole to the
top of the Billboard's highest part.
97
(6) Setback Required. A Billboard shall not be located nearer to any point in the boundary
of the lot on which the Billboard is located than the number of feet in the vertical dimension of the Billboard
determined as stated in subsection E above.
(7) Lighting Restricted. A Billboard shall not be illuminated between the hours of 10:00 p.m.
and 6:00 a.m. by lights directed upwards. Illumination by lights directed downward is not subject to a time
limit.
(8) One Per Lot. More than one Billboard on a single lot is prohibited.
(9) Billboards shall be subject to the provisions of Municipal Code Chapters 5 and 7 (Building
Code and Electrical Regulations, respectively), and other applicable provisions of this Ordinance. When
there is a conflict between a provision of said regulations and a provision of this Section, the more restrictive
provision shall control.
(Ord. No. 4516, 01-09-24)
…
Sec. 29.1319. Billboards and Outdoor Advertising Displays.
(1) Locations Limited.
(a) Billboards are permitted in only the following Zones: Highway-Oriented Commercial
(HOC), General Industrial (GI), Planned Industrial (PI), and Agricultural (A). Billboards are considered a
second principal use of a property and may be established consistent with this ordinance regardless of any
other principal uses of the property. Billboards require approval of a Site Development Plan or Zoning
Permit as establishing a use on the site.
(b) Location of a Billboard within 600 feet of the boundary of a Zone in which Billboards
are not permitted is prohibited, excluding S-GA. Billboards on state designated Scenic Byways of the
Lincoln Highway and Jefferson Highway are prohibited.
(c) Billboards are prohibited within 250 feet of any part of any roadway interchange with
either Interstate Highway 35 or U.S. Highway 30 as defined by Iowa DOT.
(d) No Billboard shall be located nearer than 600 feet to any other Billboard.
(2) Message Area. The area of either side of a Billboard that displays a message shall not exceed
200 square feet, and, a Billboard shall not have more than two sides for the display of messages. However,
the area of a message display side may be as much as 300 square feet if the Billboard is located in a corridor
lying 300 feet on either side of the right-of-way of U.S. Highway 30. Digital Displays approved per
subsection 10 below are not subject to this subsection.
(3) Monopole Required. All Billboards shall be erected on a single steel monopole.
(4) Landscaping. Landscaping that enhances the site of the Billboard, and the area surrounding the
Billboard, shall be established, and maintained at the base of each Billboard by the party in control of the
Billboard, except for Billboards located in the Agricultural (A) Zone. The construction of a Billboard does
not require site, yard, or parking lot landscaping that would otherwise apply to development of a site.
Construction of a Billboard does not reduce or remove any required landscaping requirements for a property
related to the site, parking, or yard requirements for any other use of the site or improvements to the site.
(5) Height Limit. A Billboard shall not exceed 50 feet from the base of the monopole to the top of
the Billboard's highest part.
(6) Setback Required. All parts of the Billboard shall meet the principal building setbacks of the
underlying zone, except in no case shall the setback be less than 20 feet.
(7) Lighting Restricted. A Billboard shall not be illuminated between the hours of 10:00 p.m. and
6:00 a.m., except by external lights directed downward is not subject to a time limit. Digital Displays
approved per Section 10 are not subject to this section.
(8) One Per Lot. More than one Billboard on a single lot is prohibited.
(9) Other Requirements. Billboards shall be subject to the provisions of Municipal Code Chapters
5 and 7 (Building Code and Electrical Regulations, respectively), and other applicable provisions of this
Ordinance. When there is a conflict between a provision of said regulations and a provision of this Section,
the more restrictive provision shall control.
98
(10) Digital Displays. Digital Displays are Billboards with internal illumination of the message
area by LEDs. No existing Billboard may be converted to a Digital Display without compliance with this
section.
Digital Displays are only permitted along a Limited Access Highway of Highway 30 or Interstate 35 for a
property zoned HOC, GI or PI that abuts such a Highway and is subject to the other standards for Billboards.
(a) Newly constructed Digital Display Billboards may be authorized by the Planning and
Housing Director through approval of a Minor Site Development Plan subject to conformance to all
standards of this Ordinance, excepting subsection 7 of this Section, and the following criteria:
(i) Two or more existing Billboards located at nonconforming locations of Section
1(a) or (b) that are at least a total of 400 square feet of display size have been removed within the prior six
months of applying for a new Billboard, with no approval for replacing the removed Billboards, or will be
removed prior to the construction of a new Digital Display with no replacement Billboards. The Planning
Director may grant up to one six-month extension for removal.
(ii) The size of the display shall not exceed 672 square feet, and each Billboard shall
have no more than two displays (one for each direction).
(iii) Separation of 1,000 feet from another Billboard of any type.
(iv) Digital Displays shall not be animated or create the appearance of animation for
each advertising segment or “flip” of the message to another message. Message displays shall be for a
minimum of eight seconds and conform to all Department of Transportation requirements for a Billboard.
(v) The Digital Display shall be an LED design operated with automatic lighting
controls and photo sensors to limit illuminance and brightness to compatible levels. Excessive brightness
and illuminance at any time of day is a violation of the Code. Brightness of light emitted shall not exceed
a maximum of 250 NITS as measured at the sign face during evening and nighttime hours from dusk to
dawn when sign is in an all-white condition. Prior to operation of the Digital Display, a report of calibration
of the display to these standards shall be provided to the Planning Director.
(vi) Once approved, the Digital Display is not subject to the outdoor lighting code
standards of Article IV. However, the Digital Display shall be maintained and operated in accordance with
all requirements of this section. Any bonafide complaint to City staff of excessive brightness or
illuminance in relation to area within 1320 linear feet of the display shall require a response by the operator
within 30 days of notice to provide information related to the calibration and maintenance of the Billboard.
Additionally, City staff may require a test of the sign face at an agreed upon time with the operator using
an appropriately calibrated light meter (NIT Gun) to determine compliance with the 250 NIT standard.
(vii) Any application for a Billboard shall include all information required for a Site
Development Plan and supplemental information needed to review the proposed Billboard display.
(11) Conformance. No Billboard can be modified without conforming to this section, including
conforming with the standards for size, structural support, lighting, and illumination of the message area.
Any Billboard lawfully existing prior to May 1, 2000, that does not comply with the use or design standards
is nonconforming and subject to limitations of Article III for use. However, no increase in intensity of the
nonconforming use or design shall be permitted or specially permitted, that includes a change of message
display area or its illumination.”
Section Two. Violation of the provisions of this ordinance shall constitute a municipal infraction
punishable as set out by law.
Section Three. All ordinances, or parts of ordinances, in conflict herewith are hereby repealed to
the extent of such conflict, if any.
99
Section Four. 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
100
ITEM #:28
DATE:04-22-25
DEPT:PW
SUBJECT:2024/25 AIRPORT ENTRYWAY IMPROVEMENTS (ENTRY ROAD)
COUNCIL ACTION FORM
BACKGROUND:
The FY 2024/25 Airport Entryway Improvements program includes the full reconstruction of Airport
Drive, the primary access road to the James Herman Banning Ames Municipal Airport. To provide
flexibility in awarding the contract, the project was divided into a base bid and a bid alternate.
The base bid includes the entry segment from Airport Road and the east side of the loop, while
the bid alternate includes the remaining portion on the west side of the loop (see Airport
Entryway - Bid Alt Map ). Bids for the project were received on April 16, 2025, with a total of seven
submissions.
BID RESULTS:
Bidder Base Bid Bid Alternate Total
Engineer’s Estimate $600,000.00 $325,000.00 $925,000.00
TK Concrete, Inc.$370,815.00 $183,240.00 $554,055.00
Con-Struct, Inc.$383,268.30 $194,718.80 $577,987.10
Absolute Group $405,823.75 $205,920.00 $611,743.75
All Star Concrete LLC $428,829.50 $236,739.25 $665,568.75
Manatts Inc $442,117.00 $227,963.25 $670,080.25
Jensen Builders, LTD $525,388.25 $250,050.75 $775,439.00
The lowest responsible responsive bid was submitted by TK Concrete, Inc. of Pella, Iowa. The total
amount for both the base bid and the bid alternate is $554,055. Funding for this project is identified
in the 2024/25 Capital Improvements Plan with $680,000 in G.O. Bonds allocated for the design
and construction of the project. Construction is anticipated to be completed by August 7, 2026,
with work scheduled to minimize impacts on airport operations. The project budget is outlined
below.
FUNDING SUMMARY:
Revenue Source Amount Expense Category Amount
FY 2024/25 G.O. Bonds $680,000 Design $72,700
Admin/Inspections (estimated)$7,300
Construction (Base Bid) (This
Council Action)$370,815
101
Construction (Bid Alternate) (This
Council Action)$183,240
Contingency (7.25%)$45,945
Total Revenues $680,000 Total Expenses $680,000
Revenue Source Amount Expense Category Amount
ALTERNATIVES:
1. Approve final plans and specifications for the 2024/25 Airport Entryway Improvements (Entry
Road) project and award a contract for both the base bid and bid alternate to TK Concrete, Inc. of
Pella, Iowa, in the total amount of $554,055.
2. Award the contract to one of the other bidders.
3. Do not approve this project at this time.
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
102
2024/25 Airport Landside Improvements (Entry Road)
Location Map
149 ft
Overview
Legend
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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
F.01
EXISTING CONDITIONS & DEMOLITION PLAN - OVERVIEW
R
FEETSCALE
0 50 100
HORZ.
MA
T
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I
N
E
1
MATCH
L
I
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2
MA
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3
MATC
H
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I
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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.
104
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
105
SHEET
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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
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
106
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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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.
107
℄
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
108
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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
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
109
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
SHEET
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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 110
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 111
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
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\
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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
C
0
1
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/
2
0
2
5
5
:
2
3
:
4
5
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
C.03
QUANTITIES & ESTIMATE REFERENCE INFORMATION 112
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
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\
A
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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
C
0
1
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d
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3/
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/
2
0
2
5
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:
2
3
:
4
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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
C.04
QUANTITIES & ESTIMATE REFERENCE INFORMATION 113
X
X
X
X
X
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
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X
1
3
6
2
8
6
0
0
0
\
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3
D
\
1
3
6
2
8
6
C
E
0
1
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/
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5
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:
2
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
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
114
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
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4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
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C
3
D
\
1
3
6
2
8
6
D
0
1
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3/
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0
/
2
0
2
5
5
:
2
4
:
2
7
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.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
115
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
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l
G-
D
G-
D
G-
D
G-
D
G-
D
G-
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G-
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G-
D
G-
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G-
D
G-
D
G-
D
G-
D
G-
D
G-
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G-
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G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
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G-
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G-
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G-
D
G-
D
G-
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>>
>>
>>
>>
>>
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l
lll
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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
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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
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A
M
F-D-
W
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N
D
S
T
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A
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A
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C-D-L
U
M
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N
C-D-L
U
M
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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
+
0
0
100+00 101+00 102+00 103+00
104+0
0
105
+
0
0
BP
:
1
0
0
+
0
0
.
0
0
PI
:
1
0
2
+
1
2
.
3
0
PC: 103+70.12
PT: 104+32.93
>>>>>>>>
>>
>>
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CO
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CO
CO
CO
CO
92
3
92
3
92
3
92
3
92
3
923
92
3
924
924
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92
0
92
0
92
1
92
1
92
2
92
2
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923
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92
3
920
92
1
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92
2
92
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92
3
92
3
923
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92
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92
3
92
4
924
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92
3
92
1
92
2
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92
0
92
0
91
9
91
9
921
92
1
92
2
92
2
923
92
3
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92
3
92
4
924
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
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r
v
e
d
c H:
\
A
M
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2
4
X
1
3
6
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8
6
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0
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1
3
6
2
8
6
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0
1
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d
w
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3/
1
0
/
2
0
2
5
5
:
2
4
:
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
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.
116
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
.
9
92
3
.
8
92
3
.
9
92
3
.
1
92
3
.
2
92
3
.
0
92
2
.
9
92
2
.
8
92
2
.
7
92
2
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5
92
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92
2
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2
92
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92
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92
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92
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92
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1
3
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9
3
92
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8
2
92
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92
2
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5
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92
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4
7
92
2
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3
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2
4
92
2
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1
3
92
2
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0
1
92
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9
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7
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92
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6
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92
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5
5
92
1
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5
3
92
1
.
6
6
92
1
.
7
9
92
1
.
9
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
:
2
0
1
+
7
3
.
9
8
EL
:
9
2
3
.
1
4
VP
I
:
2
0
2
+
0
0
.
0
0
EL
:
9
2
2
.
9
3
VP
I
:
2
0
5
+
1
5
.
5
2
EL
:
9
2
1
.
4
8
E E E
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l
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G-
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G-
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G-D
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C
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C-
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-
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C
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C-
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-
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C
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C-
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-
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C
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C-
D
-
I
C
S
l
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
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N
C-D
-
L
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M
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N
C-D
-
L
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N
C-D
-
L
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C-D
-
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G-D G-D G-D G-D
F-D
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F-D-WIN
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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
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D
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T
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A
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F-D
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W
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N
D
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F-
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C-D-L
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M
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N
C-D-L
U
M
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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-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
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N
F-D
-
M
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R
O
N
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F-D
-
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F-D
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T
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F-D
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F-D
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O
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F-D
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M
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F-D
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F-D
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R
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T
G-DG-DG-DG-D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
G-
D
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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
V
V
200+00 201+00 202+00 203+00
204+
0
0
20
5
+
0
0
BP
:
2
0
0
+
0
0
.
0
0
PC: 203+70.23
PT: 204+60.51
103
+
0
0
10
4
+
0
0
10
5
+
0
0
PC: 103+70.12
PT: 104+32.93
>>>>>>>>
>>
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>>
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CO
CO
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CO
CO
CO
CO
922923923
923
923
922
922
922
922923
923
923
924
924
92
3
923
92
1
923
923
923
92
3
92
3
923
923
923
923
924
924
922
92
3
923
923
924
92
4
92
0
920
919
921
92
1
920
919
921922
922
921
921
922
920
92
1
92
2
922
92
0
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
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1
3
6
2
8
6
0
0
0
\
C
A
D
\
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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
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
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.
117
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
92
2
.
4
92
2
.
2
92
2
.
0
92
2
.
0
92
1
.
8
92
1
.
6
92
1
.
5
92
1
.
5
92
1
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92
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3
92
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92
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92
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92
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92
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92
2
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4
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92
2
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2
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2
4
92
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3
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2
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0
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.
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2
92
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9
2
92
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.
7
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92
1
.
6
8
-0.35%
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%
VP
I
:
2
0
5
+
1
5
.
5
2
EL
:
9
2
1
.
4
8
VP
I
:
2
0
6
+
1
2
.
5
0
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:
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9
8
VP
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:
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0
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9
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0
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:
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G-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-DG-D
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C-D
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C-D
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C-D
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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-ICS
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-
L
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E
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E
N
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E
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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
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M
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N
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L
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M
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N
C-D-
L
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M
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N
G-
D
G-
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V
VC
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CO
>>
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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
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CO
92
2
92
2
92
2
92
2
92
2
921
921
922922
921
921
920
920
920
92
0
92
0
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92
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92
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921
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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
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R
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s
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r
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c H:
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M
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2
4
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1
3
6
2
8
6
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A
D
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D
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d
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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.
118
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
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92
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2
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3
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3
92
1
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0
7
92
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1
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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
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8
1
VP
I
:
1
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+
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.
0
0
EL
:
9
2
2
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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
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l
l l l l l l l l l l l l l l l l l l
l
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G-
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G-D
G-D
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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
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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
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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
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T
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-
W
I
N
D
S
T
R
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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
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T
R
O
N
E
T
F-D
-
M
E
T
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N
E
T
F-D
-
M
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T
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F-D
-
M
E
T
R
O
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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
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>>>
>>
>>
>>
>>
>>
>>
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>>
>>
>>
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>>
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>>
>>
>>
>>>>>>>>
>>
>>
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>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
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>>
>>
>>
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>>
>>
>>
>>
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>>
>>
>>
>>
>>
>>
>>
>>
>>
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.
119
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
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2
92
1
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4
92
1
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6
92
1
.
7
92
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92
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.
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92
2
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92
2
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3
92
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3
92
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4
6
92
2
.
2
9
92
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.
1
3
92
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.
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6
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7
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92
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3
92
1
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4
6
92
1
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3
0
92
1
.
1
3
92
1
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0
7
92
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.
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
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l l l l l 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
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
-
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C-D
-
L
U
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-
L
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E
N
C-
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-
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
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-
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U
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G-D
G-D
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-
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F-
D
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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
>>
>>
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CO
CO
>>
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922
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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.
120
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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
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
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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
:
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.
121
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
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
122
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.
123
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
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
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
124
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
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
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
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.
125
>>
>>
>>
>>
>>
>>
>>>>>>>>>>>>>>
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
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
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.
126
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.
127
CO
CO
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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
E.08
DETAILED GRADING PLAN - ALTERNATE BID A
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SHEET
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1
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
F.01
EXISTING CONDITIONS & DEMOLITION PLAN - OVERVIEW
R
FEETSCALE
0 50 100
HORZ.
MA
T
C
H
L
I
N
E
1
MATCH
L
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2
MA
T
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H
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H
L
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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.
129
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
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X
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X
X
X
X
X
X
X
X
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X
X
X
X
X
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CV
V
E
E
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E E E
XXX
E E E E E E E E
E
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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
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OE
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OE
OE
OE
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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
G-
D
G-
D
G-
D
G-
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G-
D
G-
D
G-
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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-
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G-
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G-
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G-
D
G-
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G-
D
G-
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G-
D
G-
D
G-
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G-
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G-
D
G-
D
G-
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G-
D
G-
D
G-
D
G-
D
G-
D
>>
>>
>>
>>
>>
>>
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>>
>>
>>
>>
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
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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
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E
N
C-D
-
L
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M
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N
C-D
-
L
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C-D
-
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C-D
-
L
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C-D
-
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C-D
-
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C-D
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C-D
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C-D
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C-D
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C-D
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C-D
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C-D
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C-D
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C-D
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F-
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F-D
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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-WIN
D
S
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A
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C-D-L
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C-D-L
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C-D-L
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C-D-L
U
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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
o
l
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&
M
e
n
k
,
I
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c
.
20
2
5
,
A
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2
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0
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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.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.
130
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
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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
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
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C-
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-
I
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C-
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-
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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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-
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C-
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-
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F-D-WIN
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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
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A
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F-D
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F-D
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F-D
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F-
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A
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F-
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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-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
E
T
R
O
N
E
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F-D
-
M
E
T
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O
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F-D
-
M
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T
R
O
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E
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F-D
-
M
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F-D
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M
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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.
131
V
VC
CLV
T
CLV
T
D
V
V
CO
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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
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
OE
OE
OE
OE
OE
OE
E
E
E
E
E
E
llllllllllllllllllllllllllllllllllllllllllllllllll
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
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-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
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
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.
132
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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
133
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
134
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
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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
135
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"
136
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"
137
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"
138
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
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5
5
:
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6
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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"
139
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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
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20
2
5
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c H:
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E
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\
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1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
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3
6
2
8
6
G
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2
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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"
140
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
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3
6
2
8
6
0
0
0
\
C
A
D
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C
3
D
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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
141
X X
X
X
X
X
X
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
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t
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n
&
M
e
n
k
,
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c
.
20
2
5
,
A
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s
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s
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d
c H:
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\
2
4
X
1
3
6
2
8
6
0
0
0
\
C
A
D
\
C
3
D
\
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3
6
2
8
6
J
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3/
1
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/
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.'
142
X X
X
X
X
X
X
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
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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
J
0
1
.
d
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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.
143
X X
X
X
X
X
X
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
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l
R
i
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t
s
R
e
s
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e
d
c H:
\
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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
144
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
145
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
146
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.
147
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)
148
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 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)
149
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
L
L
B
B
ED
EDED
ED
C
C
C
C CEE E E E E E
CC C
RT RTRTRTRTRT
E
E
E
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
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
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)
150
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
E
E
E
E
E
E
XXXXXX
E
E
E
E
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
-
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
-
I
C
S
C-
D
-
I
C
S
l
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
-
W
I
N
D
S
T
R
E
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
920
92
0
92
0
920
920
919
919
92
1
92
1
92
1
921
921
920
920
919
919
921
92
1
>>
E E
E
E
E
E
E
E
XXXXXX
E
E
E
E
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
-
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
-
I
C
S
C-
D
-
I
C
S
l
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
-
W
I
N
D
S
T
R
E
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)
151
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
.
5
91
9
.
5
91
9
.
5
91
9
.
3
91
9
.
9
92
0
.
1
92
0
.
2
92
0
.
5
92
0
.
7
92
1
.
2
92
1
.
4
92
1
.
5
92
1
.
5
91
9
.
3
91
9
.
0
92
1
.
7
2
92
0
.
8
4
92
1
.
5
5
92
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
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
E
E
E
E
E
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>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
E
E E E
X
X
X
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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
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C-
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20
3
+
0
0
20
4
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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
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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
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SHEET
B
o
l
t
o
n
&
M
e
n
k
,
I
n
c
.
20
2
5
,
A
l
l
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i
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h
t
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r
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c H:
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2
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2
8
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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
152
900
905
910
915
920
925
930
935
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905
910
915
920
925
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2
.
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1
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4
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7
92
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.
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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
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>>
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G-
D
G-
D
G-
D
G-
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G-
D
G-
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G-
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G-D
G-D
G-D
G-D
G-D
G-D
G-D
C-
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-
I
C
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-
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C
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C
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C
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C-
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-
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-
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L
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C-
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C-
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L
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C-
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C-
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L
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C-
D
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C-
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N
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G-D G-D G-D G-D
>
>
>
>
>
>
C-D-LUM
E
N
F-
D
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M
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T
R
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F-D-METRONET F-D-METRONET F-D-METRONET F-D-METRONETV
C
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921
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G-
D
G-
D
G-
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G-
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G-
D
G-
D
G-
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G-D
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G-D
G-D
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C
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-
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C-
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-
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C
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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
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N
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F-D-METRONET F-D-METRONET F-D-METRONET F-D-METRONETV
C
V
M
>>
>>
>>
>>
>>
>>
>>
>>
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>>
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>>
>>
>>
>>
>>
>>
>>
>>
106+00
10
7
+
0
0
10
8
+
0
0
PC
:
1
0
6
+
2
7
.
4
5
PT: 107+17.18
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
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>>
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>>
>>
>>
>>
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>>
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>>
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>>
>>
>>
>>
>>
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
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3
92
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1
92
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1
92
1
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5
92
1
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92
1
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0
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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)
153
>>
>>
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>>
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>>
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>>
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>>
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>>
>>
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>>
>>
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>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
CO
CO
CO
CO
CO
CO
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
>>
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>>
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>>
>>
>>
>>>>
>>
>>>>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
154
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 155
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 156
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
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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
W.03
CROSS SECTIONS 157
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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 158
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
159
160
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
161
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
162
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.
163
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
164
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.
165
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.
166
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.
167
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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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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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 175
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 176
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 177
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
_____________ - ________________________
178
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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
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515 Clark Avenue, Ames, IA 50010-0811 179
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 180
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 181
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 182
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 183
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 184
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.
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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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Last Revision: 3/14/25 Page 36 of 76 City of Ames, Engineering Division
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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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Last Revision: 3/14/25 Page 54 of 76 City of Ames, Engineering Division
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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”
236
ITEM #:29
DATE:04-22-25
DEPT:ELEC
SUBJECT:69KV TRANSMISSION LINE RECONSTRUCTION
COUNCIL ACTION FORM
BACKGROUND:
Electric Services is undergoing a multi-year process to reconstruct portions of its aging 69kV
transmission system. This portion of the project will replace approximately t w o miles of
transmission line from Mortensen Road Substation to Vet Med Substation. This is the first of
four reconstruction phases. The first phase will be performed throughout FY 2025/26.
On March 11, 2025, City Council approved preliminary plans and specifications for the 69kV
Transmission Line Reconstruction project. Bid documents were sent out. The bid was also advertised
on the Current Bid Opportunities section of the Purchasing webpage and a Legal Notice was published
on the websites of a contractor plan room service with statewide circulation. On April 9, 2025, eight
bids were received.
BIDDER TOTAL BID AMOUNT
Ward Electric Company
Longmont, Colorado $2,228,648.92
IES Commerical Inc.
Holdrege, Nebraska $2,744,151.38
MP Technologies LLC
Annandale, Minnesota $2,860,938.46
The L.E. Myers Company
Marshalltown, Iowa $3,010,228.00
The Hydaker-Wheatlake
Company
Reed City, Michigan
$3,114,735.05
Brink Constructors Inc.
Rapid City, South Dakota $3,225,896.28
Altitude Energy
Kennesburg, Colorado $3,330,000.00
Watts Electric Company
Waverly, Nebraska $3,625,864.11
Staff evaluated the bids and determined that the apparent low bid from Ward Electric Company, of
Longmont, Colorado, is acceptable.
Funding for this project will come from the Capital Improvement Project budget for 69kV Transmission
Reconstruction where there is currently a balance of $595,015 and an additional $2,000,000 in the FY
2025/26 budget.
237
ALTERNATIVES:
1. Approve final plans and specification and award a contract to Ward Electric Company of
Longmont, Colorado, in the amount of $2,228,648.92 for the 69kV Transmission Line
Reconstruction project.
2. Award to one of the other bidders.
3. Do not proceed with the project at this time.
CITY MANAGER'S RECOMMENDED ACTION:
The 69kV transmission infrastructure is the backbone of the electric network in and around the
City. Replacement of aging line segments prior to failure is prudent to maintain electric system
r eliability. Therefore, it is the recommendation of the City Manager that the City Council adopt
Alternative #1 as stated above.
238
To:Mayor & City Council
From:Keith Abraham, Parks and Recreation Director
Date:April 22, 2025
Subject:Fitch Family Indoor Aquatic Center Monthly Update
Item No. 30
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.
In accordance with this directive, the City's Construction Manager for the project, Story
Construction, has provided a Project Status Report (Attachment A). Please note that the
substantial completion date is now January 20, 2026.
Story Construction and RDG Planning and Design are 95% 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 B - Change Order Log - 4-22-25.pdf
Attachment A - Story Construction Monthly Project Status Update 2025-4.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
239
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 4/22/25)
Highlighted Rows Indicate New Change Orders Since the Last Update
240
Page 1 of 3
Fitch Family Indoor Aquatic Center
Monthly Project Status Report
April 2025
PROGRESS THIS PAST MONTH:
1. Membrane roofing outside of the Natatorium was completed.
2. The largest of the roof top units was craned into place over the locker rooms.
3. High ceiling mechanical and electrical rough ins were installed in the
4. Structural steel installation and detailing was completed in all areas.
5. Roof edge metals started.
6. Exterior light gauge framing and plywood sheathing were completed.
7. Joint sealant work related to the precast concrete panels has been ongoing.
8. Subgrade preparation and drying the dirt inside of the Natatorium was completed.
9. High ceiling painting in the Wellness pool was completed.
10. Wellness pool excavation started, and geotextile fabric and vapor barrier were
11. Curtain Wall field measuring was completed.
12. Underground plumbing and storm piping in the mechanical room and locker rooms started.
13. Special inspections and testing were completed for structural steel and base-of-precast grout.
14. Building Envelope Consult inspections continued for joint sealants, membrane roofing and vapor
barrier.
15. 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. Painting of the high ceiling in the Natatorium will be completed.
2. Wellness pool concrete basin slab and walls will be completed. Lap pool excavation will start.
3. Roof edge metal is scheduled for completion in all areas.
4. Subgrade preparation and drying the dirt inside of the mechanical rooms, locker rooms and
walking track will be completed.
5. Underground plumbing and electrical will continue in the mechanical rooms, locker rooms and
walking track in preparation for concrete slabs.
6. Concrete slabs in the mechanical rooms and locker rooms will start.
7. Joint sealant work will continue at the joints between the precast concrete wall panels.
8. Building Envelope Consult inspections will continue for joint sealants, barrier and pool
waterstop.
Page 1 of 7
Natatorium.
started.
vapor
241
Page 2 of 3
9. Building Envelope Consult Pre-Install meeting will be held for Wall Assemblies and Shower
Waterproofing.
10. Development of the Crew Workflow Plan for the slab on grade in the locker rooms and walking
track.
11. Development of the Crew Workflow Plan for the pools.
12. Development of the Crew Workflow Plan for site improvements for storm water and parking.
SCHEDULE SUMMARY:
Construction Substantial Completion Date: January 20, 2026
PROJECT PHOTOS: [Next page]
Page 2 of 7
242
Aerial Photos
Description
Taken Date
04/11/2025 at 08:25 am
Upload Date
04/11/2025 at 09:52 am
Uploaded By
Mitch Anderson
Name
DJI_0480.JPG
Story Construction Co.
Printed on Mon Apr 14, 2025 at 02:45 pm CDT
Job #: 23401-01 Fitch Family Indoor Aquatic Center
115 N Elm Avenue
Ames, Iowa 50010
Page 1 of 2Page 3 of 7
AERIAL VIEW TOWARD
SOUTHWEST
PROJECT PHOTOS:
243
Aerial Photos
Description
Taken Date
04/11/2025 at 08:24 am
Upload Date
04/11/2025 at 09:52 am
Uploaded By
Mitch Anderson
Name
DJI_0474.JPG
Story Construction Co.
Printed on Mon Apr 14, 2025 at 02:45 pm CDT
Job #: 23401-01 Fitch Family Indoor Aquatic Center
115 N Elm Avenue
Ames, Iowa 50010
Page 2 of 2Page 4 of 7
AERIAL VIEW TOWARD
NORTHWEST
244
Progress
Description
Taken Date
04/11/2025 at 02:05 pm
Upload Date
04/11/2025 at 02:35 pm
Uploaded By
Eli Rochleau
Name
E537FCA1-45F9-4EA9-B…
Progress
Description
Taken Date
04/11/2025 at 02:01 pm
Upload Date
04/11/2025 at 02:35 pm
Uploaded By
Eli Rochleau
Name
2D6A2091-2D11-41C6-A…
Story Construction Co.
Printed on Mon Apr 14, 2025 at 02:59 pm CDT
Job #: 23401-01 Fitch Family Indoor Aquatic Center
115 N Elm Avenue
Ames, Iowa 50010
Page 1 of 3Page 5 of 7
UNDERFLOOR PLUMBING
IN LOCKER ROOMS
WELLNESS POOL - VAPOR
BARRIER IN PROGRESS
245
Progress
Description
Taken Date
04/11/2025 at 02:01 pm
Upload Date
04/11/2025 at 02:34 pm
Uploaded By
Eli Rochleau
Name
9D2D9286-D21B-41BE-…
Progress
Description
Taken Date
04/09/2025 at 03:19 pm
Upload Date
04/14/2025 at 09:56 am
Uploaded By
Eli Rochleau
Name
0BEBFCB0-AF09-4036-B…
Story Construction Co.
Printed on Mon Apr 14, 2025 at 02:59 pm CDT
Job #: 23401-01 Fitch Family Indoor Aquatic Center
115 N Elm Avenue
Ames, Iowa 50010
Page 2 of 3Page 6 of 7
NATATORIUM CEILING
PAINTING IN PROGRESS
WELLNESS POOL MAIN
DRAIN - GEOTEXTILE FABRIC
AND SUBBASE
246
Progress
Description
Taken Date
04/02/2025 at 02:44 pm
Upload Date
04/02/2025 at 02:43 pm
Uploaded By
Deb Thurmond
Name
IMG_2025_04_02_14_44…
Story Construction Co.
Printed on Mon Apr 14, 2025 at 02:59 pm CDT
Job #: 23401-01 Fitch Family Indoor Aquatic Center
115 N Elm Avenue
Ames, Iowa 50010
Page 3 of 3Page 7 of 7
WELLNESS POOL -
SUBGRADE COMPACTION
247
To:Mayor & City Council
From:Kelly Diekmann, Planning & Housing Director
Date:April 18, 2025
Subject:Discussion on Driveway Standards
Item No. 31
MEMO
On March 11, City Council referred to staff a request from the Ames Homebuilders
Association (AHBA) to consider changes related to driveway dimensions. Staff provided
a memo to Council at the April 11 meeting in response to the referral (See attached).
At the April 11 meeting, Council determined it was appropriate to put the request on an
upcoming agenda to allow for the AHBA to address the Council with details about their
request. Attached to this memo is additional information provided by AHBA to support
discussion on Tuesday.
ATTACHMENT(S):
Planning Memo AHBA Driveways.pdf
AHBA Driveway Code Presentation.pptx
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
248
Memo
Department of Planning & Housing
TO: Mayor and City Council
FROM: Kelly Diekmann, Planning & Housing Director
DATE: March 19, 2025
SUBJECT: Referral To Discuss Driveway Standards
BACKGROUND:
City Council received a letter from the Ames Homebuilders Association prior to the March 11th
meeting requesting Council review the driveway regulations that were adopted by City Council in
2023. Staff’s understanding of the request is to focus on standards related to driveway widths.
City Council overhauled the front yard parking and driveway width requirements in 2023 by clarifying
driveway dimensional requirements and by providing greater flexibility to create additional “flared”
parking options to the side of driveways. The process included months of Council review and included
consultation with the builder community prior to adoption.
A fundamental element of the current standards is to proportionately size front yard paving
(driveways) to the area needed to access garages or parking areas to the side or rear of homes.
Additionally, the driveway standards are designed to minimize pedestrian conflicts, maximize on-
street parking with controlled curb cut widths, and to treat all single-family properties the same
across the City.
The ordinance defines maximum driveway width based upon garage size. The maximum width is
measured at the sidewalk/property line of a home. After the sidewalk crossing, the driveway can widen
the width of the garage or use an angled flare for additional paving. The maximum widths at the
sidewalk are 12 feet-1 Car Garage; 20 feet- 2 Car Garage; 24 feet- 3 Car Garage.
Staff had met with a handful of local builders prior to the letter from the AHBA. The discussion addressed
the overall permitting process for both new house construction and replacement paving for existing homes.
The primary concerns in this discussion were interests by the builders for larger driveway options
for newer homes, focused on widening of 2-car garages and 3 car garages. They noted concerns
about the look and usability of the driveway maximums for larger garages. Staff noted that this
would be an issue especially when large garages were situated at minimum setbacks.
249
Ideas discussed for wider driveways ranged from increasing the width to a minimum of 24 feet and
up to 30 feet, in various configurations, and to again consider if circle or multiple driveways could
be allowed.
STAFF COMMENTS:
If Council desires to explore changes to driveway standards, staff believes the issue should be
narrowly construed to topics described above to limit the scope and time committed to this
discussion.
The primary options are whether to allow for a small increase of 4 feet for 2-car garages ranging
up to larger increase of up to a maximum of 30 feet scaled to the size of larger garages. Keeping in
mind the goals to manage curb cuts that although the current standards are functional, a small change in
width could be accommodated without a likely significant impact to neighborhoods and to the
transportation system.
If Council is interested in this request, it could refer it to an upcoming meeting in April for
discussion and direction on whether to initiate a zoning text amendment for driveways. The AHBA
would like to have this issue addressed as soon as possible as they approach the next construction
season for new homes. The overall process to modify a standard would take six weeks for P&Z
review and Council adoption of an ordinance.
250
DrivewayStandardReviewAHBA
251
01
02
03
04
Proposed Driveway Standard Changes
Decrease
building review
time, cost, and
staff time.
Come in line
with neighboring
communities.
Eliminates
confusion.
Provides Ames
residents with
the ability to
create more
functional,
creative, and
safer driveways.
252
Design Standard Review
●COMPLICATED (7 PAGE MANUAL)
●INCREASED BUILDING TIME & COST
●INCREASED OVERSIGHT
●3 DIFFERENT DEPARTMENTS HAVE TO APPROVE, INSPECT AND
ANSWER QUESTIONS
●END RESULT CAN BE UNDESIRABLE OR UNAPPEALING
●LOSS OF CHARACTER AND CREATIVITY
253
EXAMPLE - NEW STANDARD
254
EXAMPLE - NEW STANDARD
255
EXAMPLE
256
EXAMPLE - NOT COMPLIANT WITH NEW STANDARD
257
EXAMPLE - RL NON-COMPLIANCE OF ADA HOMES
258
EXAMPLE - NOT COMPLIANT WITH NEW STANDARD
259
NEIGHBORING COMMUNITIES
260
HUXLEY STANDARDS (NONE, 1 PAGE PERMIT)
Requires inspection of
approach only
261
262
Ankeny Driveway Permit & Standards
Requires inspection of
approach only
263
Other Communities:
Johnston - permit and SUDAS standard for approach
Waukee - permit and approach standard
Neither has design standards for driveways
264
Ames Driveway Permit & Standards
4 PAGE PERMIT APP 7 PAGE STANDARDS
REQUIRES APPROVAL FROM 3
DEPARTMENTS
REQUIRES INSPECTION OF
ENTIRE DRIVEWAY AND
APPROACH
CAN REQUEST ADDITIONAL CODE
CONSULTATION TO INSURE
COMPLIANCE
265
CONSIDERATIONS:
●SNOW PLOW ROUTES
●ACCESSIBILITY
●CONSTRAINTS ADJACENT TO
DRIVEWAY
○SNOW PILES
○LANDSCAPING
○BASKETBALL HOOPS
○ETC.
266
267
EXAMPLE - SIDE LOAD GARAGES
268
EXAMPLE - SIDE LOAD GARAGES
269
DRIVEWAY PROPOSED CHANGES
●ELIMINATE THE RESTRICTION AT PROPERTY LINE
●MAXIMUM OF 30’ CURB CUT W/ 3’-5’ FLARES
●DRIVEWAYS LEADING TO THE SAME LOT, OR SERVING THE SAME
PROPERTY, SHALL BE AT LEAST 20’ APART
270
ITEM #:32
DEPT:P&H
April 22, 2025
Staff Report
NOTIFICATION REQUIREMENTS REVIEW OF MAILED NOTICE, LOCAL/COURTESY
NOTICE, AND LEGAL NOTIFICATIONS WEBPAGE
BACKGROUND:
Earlier this year, the City Council requested information regarding legal notifications and asked
for information addressing an online legal notification webpage, an evaluation of mailed zoning
notifications, and overall noticing procedures related to modified local/courtesy notice standard
proposed with a text amendment for public hearings and Major Site Development Plan
notification that was tabled on February 25th. Attached to this report for additional background is a
matrix of current Planning related notification procedures categorized with state law minimum
requirements and currently adopted local requirements.
Principally, state law requires only minimal notification procedures focused on publication of
newspaper legal notices for public hearing requirements. Ames has adopted additional local
procedures in the form of mailed and posted notices.
OPTIONS:
LEGAL NOTICE WEBPAGE:
City Council referred a request to staff on January 28 to establish a “legal notification” webpage for
general community awareness of activities occurring in the City. Staff has reviewed two concepts for
this request.
The first option is to post all public notices published in the newspaper by the City Clerk on a city
webpage. The second option is to provide a page that contains information and updates regarding major
projects. With either option, once a webpage is created, anyone could subscribe to the page and staff
can provide notice to the subscribers once a week that the page has been updated.
Option 1.
For a legal notice webpage there would be a substantial number of postings throughout the year for all
types of published notices, such as bid notifications, ordinances, zoning, property disposition, etc. Staff
reviewed a model of this approach on the Wichita, KS webpage . It is a model that could be
implemented in Ames.
This approach would require an additional step by the City Clerk’s Office, which handles almost all
legal notifications required of the City with the exception of notices generated by the Planning and
Housing Department. It would be easy to administer since the same legal notice published the
newspaper would be published on the City's webpage. While this option would certainly create a
one-stop location for all legal notifications, it may not effectively address a broader Council goal
of emphasizing significant projects or building a resource for general public awareness because of
271
the volume of items that require legal notice on a regular basis.
Option 2.
The second option considered by staff, creating a Major Projects Notification webpage, would bring
together a combination of departments' major projects that warrant both public engagement and notice
of upcoming decisions. This option would likely create more public awareness earlier in the
process than legal notice requirements and it would allow for significant plans to be kept
available for reference to the public in a common location. One version of this approach is an
example from Clive, IA.
Planning and Zoning-related plans, studies, and legal notices of public hearings would all be part of
such a Major Projects webpage. Other departments, such as Parks and Recreation, Public Works, City
Manager's Office, and Fleet and Facilities, would have to identify what major plans and projects would
be represented on the website. For example, Public Works currently manages a CIP project viewer. A
Major Project webpage would cross-reference to this type of information about City construction
projects so it easier to identify for the public in one focused location.
MAILED NOTIFICATIONS FOR PLANNING & ZONING:
Commonly, cities are trying to balance public awareness with cost and timing of notices. The main goal
is to alert those most likely impacted by a proposed use of a property to exercise their due process
rights related to an issue that could directly or indirectly affect their property. The City of Ames has a
locally established 200-foot minimum notice distance for many Council and ZBA-approved
zoning applications. Although not stated as the basis of the current 200 feet, it does align with the
rezoning petition distance related to properties within 200 feet.
The 200-foot distance the City utilizes commonly includes abutting properties and some additional
adjacent properties, but it does not necessarily reach the opposite side of a street because of lot depths
and intervening right-of-way widths. See attachment for mailed notice distances. Although the mailed
notice does not reach a wide swath of properties, the mailed notice is supplemented with a local sign
posting requirement to provide general notice to people in the area.
The Council had asked for information related to expanding the notice radius to determine if
there would be a benefit to increasing the distance. Staff analyzed notices implemented from 2023
through February 2025 and included a chart in this report indicating how property owner notification
would increase with different distances. The data indicates that 1,850 notices were sent in total over this
two-year period for ZBA, P&Z, and CC. There were an average of 30 cases a year requiring mailed
notice. The average notification mailing includes 30 properties. Staff estimates a total cost for postage,
paper, and envelopes to be about $1.00 per notice, resulting in a cost of $1,850.
Staff evaluated other distances for each of the two years of projects and estimated the additional number
of notices that would be generated by a greater notification distance.
272
Notification Distances
Distance
Options
200
Feet-Current
local
requirement
300 Feet 400 Feet 500 Feet 600 Feet
Est. # of
Notices
per
Project
30 42 55 70 85
Est.
Total
Notices
over
two-year
period
1,850 total
notices 2,586 total notices 3,430 total notices 4,354 total notices 5,284 total notices
Staff generated samples of locations in the city with different radius distances to illustrate the impact of
increasing the notice distance. The examples illustrate a dramatic difference between sites located
within the City and those on the periphery of the City, with many more properties noticed on
average for internal sites. See attached example map for 1726 Collaboration Place in the Research
Park where only 5 additional notices would be sent with a 600-foot notice distance, versus 2900 Hoover
(St. Cecilia), where an increased distance to 600-feet would more than triple the number of notices sent,
given the location in an established, residential neighborhood.
From reviewing the data and examples, it seems a 300-foot distance would most likely capture
both sides of a street adjacent to a site compared to the current 200-foot distance that may or may
not capture both sides. See attached example maps for 4925 Lincoln Way (Hope Church) and 921 9th
(Roosevelt School) where the 300-foot notice distance captures properties on both sides of Hartford
(west of Hope) and on both sides of Roosevelt (east of the school site). A 300-foot notice distance
would have an increased annual cost of approximately $400, a 400-foot notice requirement would be
$750.
Currently, the City charges flat application fees regardless of the size of a project or its
notification requirements. If notice requirements are increased, Council may wish to adjust
application fees or consider putting the notification cost for each project back to an applicant.
Some cities do require applicants to post on-site signage and complete mailings to reduce staff time and
cost and then have the applicant provide certification that it was completed. Property owner notice can
be generated by anyone using the Beacon assessor website.
LOCAL/COURTESY (NON-MANDATED) NOTIFICATION;
The attached matrix identifies local and state requirements. When the standards of notice are required
by ordinance, it commonly triggers a newspaper publishing requirement due to language in state law.
However, state law only requires notice for a limited type of applications. As discussed with the
proposed change of notification regarding Major Site Development Plans originally on January
28th many cities do not include a formal notice process, because state law does not require notices.
Some employ a courtesy notice process, such as Des Moines, to encourage public participation
beyond the state minimums, but do it in a non-binding manner that does not trigger public
hearing newspaper notification.
273
In regards a Major Site Development Plan text amendment, the proposed change included adding a
courtesy notice process in lieu of formal code requirements. Rather than approving the proposed
text amendment the item was tabled at third reading on February 25th and City Council directed
staff to provide background information on noticing, as provided with this report, to allow for
discussion of changes to mandatory and courtesy notices if it could be as effective as current
requirements and allow for more cost effective or timely processes.
City Council could continue to utilize current local standards written into the Zoning Ordinance
for specific application types or could remove local requirements from the Zoning Ordinance and
employ a notice policy approved by Council resolution as guidance to staff on how to provide
courtesy notice. The primary question is if Council prefers to use a courtesy notice process that is
not a formal public hearing process as proposed by staff previously or to formulate a more
specific separate policy and modify zoning ordinance requirements accordingly.
STAFF COMMENTS:
City Council requested review of notification practices in the spirit of its broader interests and goals for
enhanced public awareness and engagement. With this report, staff seeks Council’s direction
specifically for:
1. Creating an online notification webpage as either a Legal Notification or Major Project Webpage.
2. Changing the mailed notice distance requirement.
3. Continuing with the final (3rd) reading of the Major Site Development Plan (MSDP) and public
hearings text amendment on the May 13 as originally proposed or to direct staff to proceed with a
different notification policy related to courtesy notifications.
ATTACHMENT(S):
Notification Matrix
Example Maps.pdf
274
Application Type Local Posting Local Mailed State Law Mailed State Law published prior to Hearing State Code Reference
Comprehensive
Plan Comprehensive Plan- Property Owner Application
Process determined case by case,
typically posted for property owner
initiated land use change prior to
P&Z
Process determined case by case,
typically both posted and mailed
(200 feet) for property owner
initiated land use change prior to
P&Z None
Yes, Not less than seven (7) nor more than
twenty (20) days before Iowa Code 414.3
Annex Annexation Voluntary (100%)None None Y See Iowa Code requirements Iowa Code 368
Annex Annexation Voluntary (80/20)
None
None (prior practice yes, prior to
P&Z) P&Z local requirement, not
state law Y See Iowa Code requirements Iowa Code 368
Zoning Zoning Map Amendments (Property Owner Initiated)Y Y, 200 Feet None
Yes, Not less than seven (7) nor more than
twenty (20) days before Iowa Code 414.4 414.5
Zoning Zoning Map Amendments City Council Intiated None None None
Yes, Not less than seven (7) nor more than
twenty (20) days before Iowa Code 414.4 414.5
Zoning Zoning Text Amendment None None None
Yes, Not less than seven (7) nor more than
twenty (20) days before Iowa Code 414.4 414.5
Zoning PUD Overlay Rezoning (Map Amendment)Y Y None
Yes, Not less than seven (7) nor more than
twenty (20) days before Iowa Code 414.4 414.5
Zoning Major Site Development Plan *Y Y None
Y, because of local code reference,
otherwise not required Iowa Code 362.3
Historic Enact a District/Landmark None Certifed Mail All Owners None If a rezoning, Yes Iowa Code 15.459
Historic Certificate of Appropriateness-HPC None None None None
ZBA Special Use Permit Y Y, 200 Feet None
Yes, Not less than four (4) no more than
twenty (20) days before Iowa Code 362.3
ZBA Variance Y Y, 200 Feet None
Yes, Not less than four (4) no more than
twenty (20) days before Iowa Code 362.3
ZBA Request for Reasonable Accommodation Y Y, 200 Feet None
Yes, Not less than four (4) no more than
twenty (20) days before Iowa Code 362.3
ZBA Exception/Minor Area Modification Y Y, 200 Feet None
Yes, Not less than four (4) no more than
twenty (20) days before Iowa Code 362.3
ZBA Appeal of Decision None None None
Yes, Not less than four (4) no more than
twenty (20) days before Iowa Code 362.3
ZBA Concurrent applications Follows more restrictive Follows more restrictive Follows more restrictive Follows more restrictive
Subdivision Final Plat None None None None
Subdivision Preliminary Plat P&Z only P&Z only None None None
Subdivision Improvement Gaurantee Extensions None Y, owners in subdivision None
Yes, Not less than four (4) no more than
twenty (20) days before
Other Other Ordinances None None None
Yes, Not less than four (4) no more than
twenty (20) days before Iowa Code 362.3
*Proposed to remove mandatory hearing notice utilize courtesy mail and posting
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200
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COLLABORATION PL
PLAZA
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Notification Area Options: 1726 Collaboration Place Example
0 0.03 0.050.01 Miles
¯Legend
Subject Property
Notice Distance Buffer
Ames Incorporated
Limits
1726
Collaboration Pl
Distance 200'300'400'500'600'
Number of Properties 7 9 9 11 12
Number of Properties at Given Notice Distance
276
200
300
400
500
600
30TH ST
JOHNSON ST
28TH ST
26TH ST
TRUMANPL
WHEELER ST
KENNEDY ST
25TH ST
TYLE
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AVE
NORTHWESTERNAVE
BUCHANAN DR
P
OLA
RIS
DR
NIX
ON
AVE
CLEVELA
NDDR
PIERCECIR
NIXON CIR
REA
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MELROSE
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MONR
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JACKSON DR
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WHEELER DR
GARNERAVE
PIERCEAVE
TRUMAN
DR
Notification Area Options: 2900 Hoover Example
0 0.04 0.080.02 Miles
¯Legend
Subject Property
Notice Distance Buffer
Ames Incorporated
Limits
2900 Hoover
Distance 200'300'400'500'600'
Number of Properties 80 122 176 239 301
Number of Properties at Given Notice Distance
277
300
500
200
400
600
THACKERAYAVE
WESTBEND DR
LINCOLN WAY
WESTFIELDRD
DOVERDR
N ORRISST
SCHUBERT ST
DURANT ST
TODD DR
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SCHU BER T ST
WILDER
BLVD
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WESTFIELD DR
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SPRINGBROOKDR
HARTFORDDR
TABOR DR
Notification Area Options: 4925 Lincoln Way Example
0 0.04 0.080.02 Miles
¯Legend
Subject Property
Notice Distance Buffer
Ames Incorporated
Limits
4925 Lincoln
Way
Distance 200'300'400'500'600'
Number of Properties 71 90 121 157 190
Number of Properties at Given Notice Distance
278
200
300
400
500
600
BROOKRIDGEAVE
ORCHARDDR
9TH STBR
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AV
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BROOKRIDGE
AVE
RI
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PARK
WAY
10TH ST
BROOKRIDGEAVE
PARKWAY
NORTHWESTERNAVE
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GR
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7TH ST
8TH ST
11TH ST
12TH ST
HA
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LEE ST
Notification Area Options: 921 9th Example
0 0.03 0.060.01 Miles
¯Legend
Notice Distance Buffers
Subject Property
Ames Incorporated
Limits
921 9th
Distance 200'300'400'500'600'
Number of Properties 58 95 126 168 219
Number of Properties at Given Notice Distance
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ITEM #:33
DATE:04-22-25
DEPT:P&H
SUBJECT:INITIATION OF ANNEXATION OF PROPERTY AT 57258 220TH STREET
COUNCIL ACTION FORM
BACKGROUND:
OPHIR Investments (developer of the JT Warehouse Subdivision) has submitted a 100% voluntary
application for Annexation of a 1-acre property it owns, located at 57258 220th Street. The site is
located on the east edge of Ames along 220th Street (which becomes East 13th Street inside the Ames
corporate limits), east of Interstate 35 (See Attachment A- Location Map).
The site includes .24 acres of roadway and .76 net undeveloped acres. The property abuts land already
within the City of Ames on three sides and owned by the same entity which is zoned industrial and
planned for warehouse distribution uses.
OPHIR Investments would like to annex the property into the City to combine with its abutting
property already zoned for future industrial development. The Ames 2040 Comprehensive Plan
designates the land use for this property as Employment. This land use anticipates eventual
annexation into the City for development as business and industrial development.
This property lies within two miles of Nevada and as a result is subject to review by the City
Development Board since all annexations within two miles of another urbanized area must have
State review.
Upon annexation, the site is intended to be incorporated into an already approved master plan for
industrial development. At the time of annexation, the property would be zoned General
Industrial rather than agricultural. This will expedite the process of merging the properties and
developing the JT warehouse site.
ALTERNATIVES:
1. Initiate the application for 100% Voluntary Annexation for the property at 57258 220th Street and
initiate the concurrent rezoning of the site to General Industrial rather than Agricultural upon its
annexation approval.
2. Decline to initiate the requested annexation.
CITY MANAGER'S RECOMMENDED ACTION:
Staff has reviewed the request for a 100% voluntary Annexation of the property at 57258 220th
Street. With Council's direction, staff will initiate the annexation proceedings and return for a
Public Hearing before the City Council to take final action before sending this application to the
City Development Board. The Ames 2040 Comprehensive Plan anticipates this property being
developed in the City eventually and the infrastructure is in place to serve the property in this
area. In addition, by also initiating rezoning of the property will expedite integration of the site
into the already approved industrial Master Plan. Therefore, it is the recommendation of the City
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Manager to proceed with Alternative #1.
ATTACHMENT(S):
Attachment A- 57258 220th Street (East 13th) Annexation Location.pdf
Attachment B- Annexation Application.pdf
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E 13TH ST
570TH AVE
220TH ST
§¨¦35
§¨¦35§¨¦35
§¨¦35
§¨¦35
57258 220th Street (E 13th Street) Location Map´Legend
AMES INCORPORATED LIMITS
PARCELS
STREET LABELS - ALL @ 50000FT
Private
ISU Road
City Road
County Secondary
County Hwy
State Hwy
US Hwy
US Interstate Hwy
RAILROAD CENTERLINES
57258 220th StreetLocation (Shaded)
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283
284
285
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ITEM #:34
DATE:04-22-25
DEPT:FLEET/FIRE
SUBJECT:ARCHITECTURAL AND ENGINEERING SERVICES - NEW FIRE STATION
NO. 2
COUNCIL ACTION FORM
BACKGROUND:
Ames Fire Station #2 is located at 132 Welch Avenue, at the intersection of Chamberlain Street and
Welch Avenue. The station, which was built in 1966, is a single story, 5,500 square foot, three
apparatus bay station. The current facility presents significant operational challenges including access
difficulties for fire apparatus and outdated facilities that no longer meet fire service requirements. The
size of the lot and corresponding design of the fire station do not allow for drive through access into the
station, requiring apparatus to back into the fire station upon returning to the station. Therefore, it is
now appropriate to take steps to replace this station with a modern facility that incorporates the best
practices for emergency response services and improves fire department response times.
Staff has identified land owned by Iowa State University on the west side of State Avenue as an
appropriate site for a relocated Station #2. To accomplish this project, the University will need to
provide a long-term lease for the land on which to construct a new fire station. The specific location of
the new fire station will be coordinated with the University to avoid unnecessary impacts to the
property. This location will also improve the Fire Department's overall average response times to the
total city.
After construction of the new Fire Station #2 is completed, the existing fire station could be sold. The
existing fire station was built with funding from the City and Iowa State University. In discussions with
Iowa State, administrators have expressed support to allow ISU's proceeds from the sale to be used to
offset the cost of the new station.
DESIGN SERVICES:
The new fire station is anticipated to be a single story, four-bay fire station. The station will also need to
accommodate an aerial platform apparatus among the vehicles in the station. The project will
incorporate Net Zero Ready design. A design consultant will need to be retained to provide a conceptual
design and a preliminary cost estimate.
The goal of this project is to design a fire station that maximizes efficiency for turnout times by
reducing impediments between call notification and apparatus “en-route” status. To accomplish this,
travel distances between frequently occupied areas of the station and the apparatus locations will be
minimized. The consultant will analyze the existing conditions and future requirements for a modern
fire station with current practices, which includes reducing preventable injuries through facility design,
embraces mental/physical wellness, cancer prevention (isolation and mitigation of contaminants),
ambient conditions, and individual study spaces.
In the initial phase, the consultant will provide the City: 1) a schematic design and design development
for the construction of the new fire station which includes a conceptual design with floor plans and
elevations, 2) a preliminary cost estimate based on metrics of the City and the number of projected
calls, equipment and staff needs, and 3) a timeline with milestones for the project with the goal of
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providing sufficient information to seek a bond referendum in November 2025 (This latter information
will be beneficial if the City Council decides to prioritize Fire Station #2 after the new Animal Shelter
as the next capital improvement that should be pursued).
A Request for Proposal was issued December 12, 2024, through AmesBids, the City’s electronic
bidding system. Nine responses were received on January 15, 2025. The ranking and costs for the
initial phase is shown in the table below.
Consultants Evaluation Rank Proposed Cost
OPN Architects, Cedar Rapids,
Iowa 1 $95,000
Brown Reynolds Watford
Architects (BRW), College
Station, Texas
2 $88,800
FEH Design, Des Moines, Iowa 3 $95,473
Short Elliott Hendrickson, Inc.,
Johnston, Iowa 4 $137,300
SVPA Architects, West Des
Moines, Iowa 5 $222,875
10FOLD Architecture &
Engineering, Ltd, Ames, Iowa 6 $197,000
Roseland Mackey Harris
Architects, P.C., Ames, Iowa 7 $124,400
RDG Planning & Design, Des
Moines, Iowa 8 $210,000
FRK architect + engineers, West
Des Moines, Iowa 9 $192,171
An evaluation team reviewed proposals based on 1) the experience and qualifications of key personnel
working on the project, 2) the firm’s experience, 3) past performance and experience with similar work,
4) ability to provide the type and quality of services that best meets the needs of the City, 5)
organization, suitability, consistency and clarity of the response, 6) proposed timeline, and 7) cost.
The evaluation team invited the top two firms for an interview. The interviews were evaluated based on
1) the consultant’s knowledge and experience, 2) their communication style, 3) methods and process to
complete the work, 4) methods of achieving desired outcomes, 5) their ability to get the project to a
November vote with community support and a realistic budget, 6) their interest in the project, and 7)
what sets them apart from other consultants.
The ranking from the interview is shown in the table below.
Consultants Evaluation Rank Proposed Cost
Brown Reynolds Watford
Architects (BRW), College
Station, Texas
1 $88,800
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OPN Architects, Cedar Rapids,
Iowa 2 $95,000
The evaluation team determined the top ranked consultant to be Brown Reynolds Watford
Architects (BRW), College Station, Texas. BRW has national experience building a vast number
(380) of fire stations with various styles. The firm uses a proactive approach to design that includes an
extensive evaluation of how the space will be used and provides the necessary guidance so current
standards for a modern fire station are met. BRW has experience in providing projects that are Net
Zero Ready.
The award of this contract will be for Schematic Design and Design Development phases only.
The City intends to provide the site survey for the project instead of the consultant once a layout is
determined. These services were included in BRW's proposal and would reduce the cost by $10,000.
The new Fire Station 2 budget includes Phase 1 design for $95,925.
ALTERNATIVES:
1. Award a contract to Brown Reynolds Watford Architects, College Station, Texas for
Architectural and Engineering Services to Construct a New Fire Station 2 for Schematic Design
and Design Development in the amount not-to-exceed $78,800.
2. Do not award a contract at this time and refer back to staff with direction as to how to proceed.
CITY MANAGER'S RECOMMENDED ACTION:
Architectural and engineering services to construct a new Fire Station 2 are required to develop
the project for construction. The top firm submitting proposal, Brown Reynolds Watford
Architect was deemed acceptable. They are reputable and have performed work for comparable
communities in the past. Brown Reynolds Watford Architects were ranked #1 when proposals
were evaluated by the evaluation team and the proposed agreement is within the available budget.
Therefore, it is the recommendation of the City Manager that the City Council approve Alternative #1 as
shown above.
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ITEM #:35
DEPT:PW
April 22, 2025
Staff Report
LEASE AGREEMENT FOR WELCH LOT T IN CAMPUSTOWN
BACKGROUND:
The City leases property at 207 Welch Avenue in Campustown to serve as a municipal parking lot,
known as Welch Lot T. The current lease with the property owner, approved in 2022 (Resolution
No. 22-221), runs through May 31, 2025, with a fixed annual rent of $16,950. Under this
agreement, the City is also responsible for reimbursing the property owner for two-thirds of the
property taxes assessed to the land, estimated at $14,700 based on the 2023 valuation. The lot
includes 28 spaces, with four reserved for Pizza Pit at a reduced rate of $39.18 per space per month
(typically $50 per space per month). (see location map)
It should be noted that the lot has operated at a deficit in all but the first year of the lease
arrangement (FY 1993/94), with a total net loss of approximately $418,000. (see attached financial
history)
If the City of Ames wants to continue leasing Welch Lot T, notification must be given to the lessor,
Green Book LLC, at least 30 days before the lease expiration if it intends to renew; otherwise, the lease
will terminate. With this deadline approaching, staff is seeking direction from the City Council
regarding whether to renegotiate, terminate, or continue the agreement.
SUMMARY OF CURRENT AGREEMENT:
Lease Term: 3 years, starting June 1, 2019, with a 3-year extension option (this option was
exercised on May 10, 2022; see 2019 Lease Document).
Annual Rent: $15,900 (2019-2022), increasing 6.6% during the extension, which is $16,950
(2023-2025).
Expiration Date: May 31, 2025.
Termination Clause: Either party may terminate with 90 days' written notice.
Tax Responsibility: The City reimburses 2/3 of the real estate taxes on the leased land.
To extend the lease under current terms, the City must provide written notice at least 30 days
before expiration.
SUMMARY OF REVENUES AND EXPENSES:
The financial analysis of Welch Lot T over the available full fiscal years shows the following (this does
not include any City operational costs e.g., staff, meters, lot maintenance, etc.):
Total Revenue 1994-2024: $262,061.06
Total Expenses 1994-2024: $679,747.84
Net Cash Flow: ($417,686.78 deficit to the Parking Fund)
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Annual revenues, except for the first year, have never fully covered expenses, resulting in a
significant and ongoing deficit to the Parking Fund. While revenues have increased slightly in
recent years, they remain insufficient to offset rising costs for rent and property tax
reimbursement. (See attached annual data for details.)
FEEDBACK FROM CAMPUSTOWN BUSINESSES:
City staff collaborated with the Ames Alliance to gather input from local businesses regarding the
future of Welch Lot T. A survey was distributed to assess the importance of the lot for business patrons
and explore potential alternatives.
The survey asked businesses:
Whether Welch Lot T is a primary parking area for their customers or if they rely on other
parking options in Campustown (answer options: YES /NO).
The name of the business responding to ensure a representative sample of perspectives (answer
option: blank to type name).
The results of question 1 of the survey (from two responses) was split evenly YES (50%) and NO
(50%).
ISU INTERMODAL FACILITY AND METERED PARKING AVAILABILITY:
Separately, the City evaluated metered parking availability in the ISU Intermodal Facility, which
includes 44 standard metered stalls and 6 medical stalls—a total of 50 metered spaces. Based on 2025
rate of $1.50/hour rate, and assuming 10 hours per day, and 6 days per week, these stalls have a
maximum annual revenue potential of approximately $234,000.
Through March of the current fiscal year, actual revenue totaled $15,901.75, resulting in an estimated
average utilization rate of 9.1%. This suggests that ample metered capacity currently exists within
the Intermodal Facility to absorb some or all of the parking demand if Welch Lot T is removed
from the public inventory. However, demand does spike significantly during evenings, weekends, and
special events, such as ISU football games and Parents Weekend.
While this facility could potentially serve as a partial replacement if Welch Lot T is no longer
leased, it is located outside the core Campustown area and, therefore, probably will not be
perceived as satisfactory alternative to Lot T.
DISCUSSION WITH PROPERTY OWNER:
Staff spoke with the owner of Green Book LLC, who is the property owner where Welch Lot T is
located. The owner expressed a willingness to enter into a short-term, two-year lease extension under
the same terms. This approach would allow the City time to complete a broader evaluation of the City-
wide parking system and rates.
If the City were to pursue this interim extension, the annual deficit from this leased lot would be
approximately $25,000. Therefore, the Council could consider adjusting the rates specifically for
Welch Lot T to better align revenues with expenses. To achieve a break-even point for the lot,
estimated adjustments would be:
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Metered Parking Rate: Increase from $0.50/hour to approximately $1.50/hour
Reserved Stall Rate: Increase from $50/month to approximately $80/month
This strategy would provide time to evaluate the City's overall parking system while also addressing the
immediate financial imbalance at Welch Lot T.
OPTIONS:
OPTION 1: ENTER INTO A TWO-YEAR LEASE AT EXISTING TERMS
The City could pursue a short-term lease extension with Green Book LLC using the same terms as the
current agreement. This would provide time for a broader City-wide parking system and rate analysis.
It should be noted that the owner of Green Book LLC is agreeable to this option, and the City
would continue to be responsible for reimbursing 2/3 of the property taxes on the land.
OPTION 2: ENTER INTO TWO-YEAR LEASE AT EXISTING TERMS WITH INCREASED
RATES
The City could pursue a short-term lease extension with Green Book LLC using the same terms
as the current agreement. This would provide time for a broader City-wide parking system and
rate discussion. To reduce ongoing losses during this interim period, Council could also consider
adjusting rates specifically for Welch Lot T to approximately $1.50/hour for metered stalls and
$80/month for reserved stalls, which would bring the lot closer to a break-even condition.
OPTION 3: ALLOW THE LEASE TO EXPIRE AND PROMOTE THE USE OF THE
INTERMODAL METERED SPACES
The City could allow the Welch Lot T lease to expire and remove the lot from the public parking
inventory. In this case, users would be directed to available metered stalls at the Intermodal Facility,
where the rate is also $1.50/hour, as set by the ISU Parking Division. Current utilization of the
Intermodal metered spaces suggests excess capacity exists to absorb demand during most periods.
However, it should be noted that these parking stalls cost three times the City’s current rate of
$0.50/hour and may be perceived as less convenient than the Welch Lot T location.
This is the only option that would eliminate the City’s obligation to reimburse 2/3 of the property
taxes.
OPTION 4: NEGOTIATE A STATUS QUO NEW LONG-TERM LEASE
The City could negotiate a longer-term lease with Green Book LLC, likely structured as a three-year
agreement with a three-year renewal option, consistent with past practice. As part of this option, the
lease rate would likely be subject to annual adjustment based on the Consumer Price Index for All
Urban Consumers (CPI-U). The most recent three-year average CPI-U increase (2022–2024) is
a pproxima t ely 4.4% per year, reflecting recent inflation trends. Unless the City concurrently
adjusts parking rates to keep pace with rising lease and tax costs, this option would likely
continue the historical financial deficit experienced by the Parking Fund.
As with the current agreement, the City would remain responsible for reimbursing 2/3 of the property
taxes on the land.
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STAFF COMMENTS:
As staff has pointed out over the past few years, system-wide, the current rate structure for overtime and
illegal parking fines as well as parking space rentals barely generate sufficient revenue to cover the
costs associated with operating our parking system, let alone covering any needed improvements to the
deteriorating surface parking lots. In the past the City Council has been hesitant to implement the
necessary increases in rates to improve the long-term financial viability of the Parking Fund.
There continues to be an approximately $25,000 deficit each year when comparing the cost of the
Lot T lease and associated property taxes with the revenue generated on it. With the lease on Lot
T in Campustown ending shortly it is an appropriate time to determine if the City should
continue to extend the lease or not.
Of the four options listed above, the most conservative approach would be to proceed with a
short-term (two year) lease extension under the current terms as highlighted in Option 1. This
approach would: 1) avoid any immediate disruption to public parking in Campustown, 2)
maintain continuity of service for businesses and visitors in the area, and 3) provide sufficient
time for the City to reassess its long-term needs and financial strategies related to the parking
system (This reassessment will not be popular, but should be done to assure the solvency of the
Parking Fund).
ATTACHMENT(S):
Welch_Lot_T_-_Financial_History.pdf
Welch_Lot_T_Lease_-_Location_Map.pdf
Res_No._22-221_Approving_3_year_Lease_for_Welch_Parking_Lot_T.pdf
Land_Lease_for_Welch_Avenue_Parking_Lot_dated_June_1__2019.pdf
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Fiscal Year Expense Revenue Cashflow
1994 $5,439.47 $5,555.17 $115.70
1995 $16,744.00 $4,387.25 -$12,356.75
1996 $15,749.15 $5,825.79 -$9,923.36
1997 $15,939.42 $6,329.47 -$9,609.95
1998 $15,939.42 $6,571.26 -$9,368.16
1999 $16,765.84 $6,703.80 -$10,062.04
2000 $16,870.00 $7,125.18 -$9,744.82
2001 $17,182.00 $7,108.61 -$10,073.39
2002 $17,706.78 $7,100.80 -$10,605.98
2003 $23,608.48 $7,512.05 -$16,096.43
2004 $23,388.59 $7,874.29 -$15,514.30
2005 $23,467.62 $7,490.64 -$15,976.98
2006 $23,644.53 $8,370.58 -$15,273.95
2007 $23,637.34 $8,649.10 -$14,988.24
2008 $23,587.94 $8,551.56 -$15,036.38
2009 $23,908.54 $8,544.66 -$15,363.88
2010 $23,905.84 $8,385.08 -$15,520.76
2011 $25,430.34 $8,624.22 -$16,806.12
2012 $24,221.50 $9,681.35 -$14,540.15
2013 $24,729.88 $9,439.23 -$15,290.65
2014 $24,743.34 $9,417.11 -$15,326.23
2015 $25,065.88 $10,143.03 -$14,922.85
2016 $23,956.84 $10,038.57 -$13,918.27
2017 $23,444.10 $10,044.61 -$13,399.49
2018 $23,436.90 $9,450.46 -$13,986.44
2019 $23,509.94 $13,370.71 -$10,139.23
2020 $23,851.16 $9,476.61 -$14,374.55
2021 $22,991.00 $8,271.63 -$14,719.37
2022 $24,208.00 $9,999.90 -$14,208.10
2023 $31,104.00 $9,887.45 -$21,216.55
2024 $31,570.00 $12,130.89 -$19,439.11
Totals $679,747.84 $262,061.06 -$417,686.78
-$25,000
-$20,000
-$15,000
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-$5,000
$0
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$0
$5,000
$10,000
$15,000
$20,000
$25,000
$30,000
$35,000
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WELCH LOT T
Expense Revenue Cashflow
294
Welch Lot T Lease
Location Map
75 ft
Overview
Legend
Parcels
Road Centerlines
295
RESOLUTION NO. 22-221
RESOLUTION APPROVING A THREE-YEAR LEASE AGREEMENT FOR
THE WELCH PARKING LOT T
FOR THE CITY OF AMES, IOWA
WHEREAS, on May 28, 2019, City Council approved a three-year extension to the Lease of the lot
located at 207 Welch Avenue (known as the Campustown Welch Avenue Parking Lot T), which is owned
by Green Book LLC (Pizza Pit); and,
WHEREAS, Welch Lot T contains 29 spaces, i ncluding ten rented and 19 metered spaces; and,
WHEREAS, the City receives revenue from this lot through the leasing of the rental spaces and from
the revenue from the meters; and,
WHEREAS, the Lease Agreement includes a provision for an additional three-year extension, at the
City’s option; and,
WHEREAS, if the City chooses to enter into this extension, the current rate of $15,900 per year will
increase by 6.6% to $16,950 f or each year of the additional three years; and,
WHEREAS, the lease rate that the Pizza Pit pays for its four reserved stalls will also increase by
6.6% from $36.75/space/month to $39.18, or $1,880 annual ly; and,
WHEREAS, the City will pay 63% of the taxes on the value of the land only, based on the most
current tax information, which equates to approximately 61.7% of the total annual property taxes that are
estimated to be $12,069 i n the first year of the Lease; and,
WHEREAS, the expense for the City’s portion of the taxes and annual lease rate is budgeted from
the Parking Fund; and,
WHEREAS, the Agreement allows either party to cancel this agreement with 90-day notice.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Ames, Iowa, that the
three-year Lease Agreement for the Welch Parking Lot T at the rate of $16,950 per year, for three years, and
paying 63% of the annual property taxes, is hereby approved.
ADOPTED THIS 10th day of May, 2022.
____________________________________________________________________
Diane R. Voss, City Clerk John A. Haila, Mayor
Introduced by:Betcher
Seconded by:Corrieri
Voting aye:Beatty-Hansen, Betcher, Corrieri, Gartin, Junck, Rollins
Voting nay:None Absent:None
Resolution declared adopted and signed by the Mayor this 10th day of May, 2022.
296
Instrument H: 2019-05749
Total Pages: 407/08/2019 09:09:16 AM
00 OTHER
8.
■Ill MAF WMi MIIIII
as shown on the attached plat.
The term of this lease shall be for a period of three (3) years, commencing on1.
June 1, 2019, and terminating on May 31, 2022.
The Lessee agrees to pay to the Lessor for the use of said premises herein mentioned2.
Lessee shall be entitled to possession on the first day of the term of this lease.3.
Lessee covenants and agrees to use and to occupy the leased premises only for a4.
paved municipal parking lot.
Lessor covenants that its estate in said premises is fee simple absolute and that the5.
the following: $15,900.00 per year, payable in monthly installments of $1,325.00 per month, the
first rent payment becoming due on the 1st day of June, 2019.
Recording Fee:
Stacie Herridge,
Lessee, on paying the rent herein provided and performing all agreements by the Lessee to be
performed as provided in this lease, shall and may peaceably have, hold and enjoy the premises
for the term of this lease free from molestation, eviction or disturbance by the Lessor or any other
person or legal entity whatsoever.
The south 60 feet of Lot 24, Block 3 of Auditor’s Plat of Blocks 3, 4, and 5
Beardshear’s Addition and Walter’s Subdivision to Ames, Iowa,
; 22.00
Recorder, Story County Iowa
THIS LEASE AGREEMENT is made and entered into effective the 1st day of June,
2019, by and between Green Book, LLC, hereinafter referred to as Lessor, and the City of Ames,
Iowa, a municipal corporation, hereinafter referred to as Lessee.
In consideration of the rents and agreements herein contained, Lessor does hereby lease to
Lessee and Lessee does lease from Lessor the following described real estate situated in Ames,
Story County, Iowa, to wit:
DO NOT WRITE IN THE SPACE ABOVE THIS LINE; RESERVED FOR RECORDER
Prepared by: Mark O. Lambert, City of Ames Legal Department, 515 Clark Ave., Ames, IA, 50010; 515-239-5146
Return document to: Ames City Clerk, 515 Clark Ave., Ames, IA, 50010
LAND LEASE
WELCH AVENUE PARKING LOT
297
Lessee may, at its option, cause this lease to be extended for an additional term of6.
All real estate taxes levied or assessed by lawful authority (but reasonably7.
8.Special assessments shall be timely paid in full by the Lessor.
9.Except as to any negligence of the Lessor, Lessee shall protect, indemnify and save
10.This lease shall terminate upon expiration of the demised term; or if the option
11.Lessee may cause parking meters and/or other forms of parking control apparatus
12.Lessee agrees to reserve up to a maximum of four (4) parking spaces on the leased
three (3) years at a rental amount six and six tenths percent (6.6%) greater than stated in paragraph
2 above, all other agreements, terms and conditions to remain the same, except as noted in
paragraph 12, below. The Lessee’s option to extend the lease as aforesaid shall be exercised by
enactment of a resolution of its city council to that effect and purpose. Written notice shall be
given to Lessor upon enactment of a resolution not less than thirty (30) days prior to expiration.
premises for the exclusive use of the business which occupies the building on the other portion of
this lot. The reservation of these parking spaces shall be at the rate of $36.75 per space per month,
with Lessee’s option to increase the rate by the same percentage as in paragraph 6 above, beginning
with approval of a three-year extension.
provided in paragraph 6 is exercised by Lessee, then this lease will terminate at the expiration of
the option term. Additionally, either party shall have the right to cause this lease to terminate at
any time upon ninety (90) days written notice to the other party.
to be installed. Such parking control apparatus shall be removed by Lessee at Lessee’s expense
upon termination of this lease.
harmless the Lessor from and against any and all loss, costs, damage and expenses occasioned by,
or arising out of, any accident or other occurrence causing or inflicting injury and/or damage to
any person or property, happening or done in, upon or about the leased premises, or due directly
or indirectly to the tenancy, use or occupancy thereof, or any part thereof by Lessee or any person
claiming through or under the Lessee.
Lessor shall have the right to mortgage all of its right, title and interest in said land at any
time without notice, subject to this lease.
preserving Lessor’s rights of appeal) against said real property shall be timely paid in full by
Lessor. Beginning with the taxes first due and payable after the effective date of this lease, Lessee
shall reimburse Lessor, upon being billed by Lessor, for the portion of the taxes attributable to the
assessed value of the land only which is leased to Lessee. The property leased by Lessee is 2/3rd
of the square footage of the total parcel.
298
Notices shall be given to the respective parties hereto at the respective addresses as
unless either party notifies the other, in writing, of a different address.
Each and every covenant and agreement herein contained shall extend to and be14.
GREEN BOOK, LLC CITY OF AMES, IOWA
f tr (
—
■■t
2 2A#
ATTESTED TO:
1 -
R .( (AAIO/O
Diane R. Voss, City Clerk
Approved as to Form:
By:
Mark O. Lambert, City Attorney
Attachment: Plat of Leased Area
Green Book, LLC
707 5th St., Suite 201
Ames, IA 50010
binding upon the respective successors, heirs, administrators, executors and assigns of the parties
hereto; except that if any part of this lease is held in joint tenancy, the successor in interest shall
be the surviving joint tenant.
. ] /
City Clerk
City of Ames, Iowa
515 Clark Ave.
Ames, IA 50010
ger
""' ■ Ye"
By:_____ I —________
John A. Haila, Mayor
13.
follows:
IN WITNESS WHEREOF, the parties have hereunto set their hands and signatures the
day and year first above written.
By:Douglas G. Pyle, Member/Manager ad5M •
299
STATE OF IOWA
COUNTY OF STORY
Notary Public in and for the State of Iowa
STATE OF IOWA
COUNTY OF STORY
JJL, 2019, and that John A. Haila and Diane R. Voss
acknowledged the execution of the instrument to be their voluntary act and deed and the voluntary
act and deed of the corporation, by it volunt;executed.
(llu LCweA,A‘ <6 - My Sommjssion ExpiresOwblic in and for the State of IowaNotary
On this A0 day of June, 2019, before me, a Notary Public in and for the State of Iowa,
personally appeared John A. Haila and Diane R. Voss, to me personally known, and who, being
by me duly sworn, did say that they are the Mayor and City Clerk, respectively, of the City of
Ames, Iowa; that the seal affixed to the foregoing instrument is the corporate seal of the
corporation, and that the instrument was signed and sealed on behalf of the corporation, by
)
)ss:
)
)
)ss:
)
. RACHEL KNUTSEN
7 Commission Number 813260
This instrument was acknowledged before me on this 2% day of June, 2019, by Douglas
G. Pyle as Member/Manager of Green Book, LLC.
• AMY L. COLWELL
7 Commission Number 812138
authority of its City Council, as contained in Resolution No. I -303 adopted by the City
Council on the 251 day of
300
ITEM #:36
DATE:04-22-25
DEPT:POLICE
SUBJECT:ANIMAL SHELTER FUNDING
COUNCIL ACTION FORM
BACKGROUND:
With the recent purchase of property at 2715 Dayton Ave., the process to renovate and expand the
facility to serve as the new Ames Animal Shelter is drawing near. The existing animal shelter, located at
325 Billy Sunday Road, has a variety of challenges with limited space, insulation and ventilation
concerns, and occupant comfort issues. By allocating funds to purchase the new property, the City
Council committed to a new facility better suited to meet the needs of the animals served and City staff
providing animal sheltering services.
Renovation and construction of a new shelter is estimated to cost up to $7.5 million. The City Council
has allocated $3 million, and private donors have contributed an additional $3 million. The Shelter is
seeking to close the funding gap through donations and is launching a capital fundraising campaign.
Animal Shelter volunteers have stepped up to coordinate the effort with former Parks and Recreation
Director Nancy Carroll providing guidance and leadership. The volunteer fundraising team has met
with the City's Communication and Outreach Division to understand tools and costs of launching a
marketing campaign sustained through September. The primary goal of the marketing campaign is
to raise at least $1.5 million in donations to build a new Ames Animal Shelter.
The Ames Animal Shelter fundraising volunteers are requesting up to $10,000 to cover
anticipated marketing expenses around the capital fundraising campaign. The expenses identified
include:
$4,000 to $5,000 in printing and postage costs for a direct mail appeal to previous and
current donors, volunteers, and adopters, as well as an extended audience of Ames pet
owners.
Up to $5,000 to cover purchasing targeted mailings lists, tabling materials, printed
materials, promotional items, displays, visuals, tabling registration fees, targeted
advertising, and miscellaneous items.
The volunteer fundraising team feels strongly that a successful campaign allows all Ames Animal
Shelter supporters to be aware of the fundraising effort and be given the opportunity to contribute
financially - whatever the amount. Additionally, the campaign serves as an opportunity to educate
residents about a new facility, as well as services provided by the Animal Shelter and Control staff.
ALTERNATIVES:
1. Approve the request to allocate up to $10,000 in marketing and education funds for the Ames
Animal Shelter capital fundraising campaign from the City Council Contingency Account.
Currently, the Contingency Account balance equals $124,000.
2. Do not approve the request for funding.
301
3. Refer back to staff for a different amount.
CITY MANAGER'S RECOMMENDED ACTION:
It is worth noting that private donations have already matched the City's $3 million allocation to
this project. The current fundraising efforts are a tremendous boost to building a new Animal
Shelter. Eliminating the fundraising gap will require an investment in marketing and educational
materials. The requested $10,000 for a fundraising campaign is modest and reasonable and would
show Council support for the volunteers leading the charge. Therefore, it is the City Manager' s
recommendation that the City Council approve Alternative No. 1, which is to approve the request for
$10,000 in marketing and education funds for the Ames Animal Shelter capital fundraising campaign.
302
ITEM #:37
DATE:04-22-25
DEPT:W&PC
SUBJECT:FY 2025/26 DRINKING WATER AND SANITARY SEWER RATES
COUNCIL ACTION FORM
BACKGROUND:
The Ames Municipal Code states at 28.201(6):
"It shall be the duty of the director of water and pollution control to review and recommend to the city
council revisions of the [drinking water] rates and charges established and set out in this division at
intervals appropriate to provide for the funding needs of the utility."
Similarly, it states at 28.304(7):
"The City will review the [sewer] user charge system at least every three years and revise user charge
rates as necessary to ensure that the system generates adequate revenues to pay the costs of operation
and maintenance including replacement and that the system continues to provide for the proportional
distribution of operation and maintenance including replacement costs among users."
On April 8, 2025, staff presented Council with an overview of recent trends in water and sewer rates in
Ames, across Iowa, and throughout the US. The presentation also shared projected balances in the
Water and Sewer Funds over the next ten years based on the anticipated operating and capital expenses,
and a likely pattern of rate increases that would be needed to fully fund the anticipated expenses.
For the upcoming 2025/26 Fiscal Year, staff has recommended the adoption of a 3.5% across-the-
board increase in water rates, and a 5.5% across-the-board increase in sewer rates. The new
rates would be effective for bills mailed on or after July 1, 2025. The attached ordinance prepared
by the Legal Department would implement those increases.
ALTERNATIVES:
1. Approve on first reading the attached ordinance increasing water rates by three-and-one-half
percent (3.5%) and increasing sanitary sewer rates by five-and-one-half percent (5.5%), effective
for charges billed on or after July 1, 2025.
2. Direct staff to make modifications to the rate ordinance to enact some alternate rate adjustment.
3. Do not take any action to adjust the water and sanitary sewer rates and give staff direction on
expenditure reductions in order to maintain positive balances in the Water and Sewer Funds.
CITY MANAGER'S RECOMMENDED ACTION:
The proposed rate increases are necessary to fund the ongoing operations and maintenance
budget plus the anticipated capital improvements projects. The recommendation is part of a
consistent, predictable pattern of rate increases projected over the next ten years. Therefore, it is
the recommendation of the City Manager that the City Council adopt Alternative No. 1, thereby
303
approving on first reading an ordinance that increases water rates by three-and-one-half percent (3.5%)
and that increases the sanitary sewer rates by five-and-one-half percent (5.5%), effective for charges
billed on or after July 1, 2025.
ATTACHMENT(S):
Ordinance Water-Sewer Rates FY2025-2026.PDF
304
ORDINANCE NO. __________
AN ORDINANCE TO AMEND THE MUNICIPAL
CODE OF THE CITY OF AMES, IOWA, BY
AMENDING SECTIONS 28.201(1)(2)(3)(4)(5)(7) and (8)
AND 28.304(3) THEREOF, FOR THE PURPOSE OF
AMENDING WATER AND SEWER RATES AND
CHARGES 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 amending Sections 28.201(1)(2)(3)(4)(5)(7) and (8)and 28.304(3) as follows:
DIVISION II
WATER SERVICE
Sec. 28.201. WATER RATES AND CHARGES
The rates and charges for water supplied to consumers by the water utility of the city, to be billed on or
after July 1, 2021, 2025 are as follows:
(1)Residential Rates.
***
(b)Rate per billing period.For each monthly billing period a residential rate customer:
(i) shall be charged a minimum charge based on meter size, and in addition
(ii) shall be charged for water usage during the billing periods as follows:
(a) for bills mailed on or between July 1 and October 31 (summer period):
$0.0278 $0.0288 per cubic foot for the first 1000 cubic feet of usage
$0.0490 $0.0508 per cubic foot for the next 1500 cubic feet of usage
$0.0737 $0.0763 per cubic foot for all usage over 2500 cubic feet
(b) for bills mailed on or between November 1 and June 30 (winter period):
$0.0278 $0.0288 per cubic foot
(2)Non-residential (Commercial) Rates
***
(b)Rate per billing period:For each monthly billing period a non-residential customer:
(i) shall be charged a minimum charge based on meter size, and in addition
(ii) shall be charged for water usage during the billing periods as follows:
(a) for bills mailed on or between July 1 and October 31 (summer period):
$0.0364 $0.0376 per cubic foot
(b) for bills mailed on or between November 1 and June 30 (winter period):
$0.0278 $0.0288 per cubic foot
(3)Non-Peaking Industrial Rate.
***
(b)Rate per Billing Period.For each monthly billing period a non-peaking
industrial rate customer:
(i) shall be charged a minimum charge based on meter size, and in addition
(ii) shall be charged for water usage during the billing periods as follows:
(a) for bills mailed on or between July 1 and October 31 (summer period):
$0.0278 $0.0288 per cubic foot
(b) for bills mailed on or between November 1 and June 30 (winter period):
$0.0278 $0.0288 per cubic foot
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(4)Irrigation and Yard Water Service Rate.
***
(b)Rate per Billing Period.For each monthly billing period an irrigation and yard
water rate customer:
(i) shall be charged a minimum charge as described below, and in addition
(ii) shall be charged for water usage during billing periods as follows:
(a) for bills mailed on or between July 1 and October 31 (summer period):
$0.0401 $0.0415 per cubic foot for the first 2000 cubic feet of usage
$0.0737 $0.0763 per cubic foot for the next 3000 cubic feet of usage
$0.1227 $0.1270 per cubic foot for all usage greater than 5000 cubic feet.
(b) for bills mailed on or between November 1 and June 30 (winter period):
$0.0278 $0.0288 per cubic foot
(5)Rural Water Rate.
***
(b)Rate per billing period.For each monthly billing period, a rural water rate
customer:
(i) shall be charged a Rural water minimum charge based on meter size.
(ii) shall be charged for water usage during billing periods as follows:
(a) for bills mailed on or between July 1 and October 31 (summer period):
$0.0461 $0.0477 per cubic foot for the first 2000 cubic feet of usage
$0.0848 $0.0877 per cubic foot for the next 3000 cubic feet of usage
$0.1412 $0.1461 per cubic foot for all usage greater than 5000 cubic feet.
(b) for bills mailed on or between November 1 and June 30 (winter period):
$0.0320 $0.0331per cubic foot for all consumption
***
(7)Minimum charges.For each monthly billing, each customer shall be charged a minimum
monthly charge based on the size of the water meter (s) and/or irrigation meter (s) at each location. The
minimum monthly charge may be prorated, based on a 30-day billing period, for the customer’s initial
and/or final bills, provided that in no case shall the minimum monthly charge be less than six dollars and
thirty-one cents ($6.82) seven dollars and six cents ($7.06).
The minimum monthly charge for each water meter location shall be as follows:
Size of Meter
Residential,
Non-Residential,
Non-Peaking Industrial,
and Irrigation Account Yard Water Accounts Rural Water Accounts
5/8”or 5/8” x 3/4”$14.20 $14.70 $5.38 $5.57 $16.34 $16.91
3/4 inch $28.40 $29.39 $8.35 $8.64 $32.66 $33.80
1 inch $56.81 $58.80 $11.63 $12.04 $65.33 $67.62
1-1/2 inch $113.62 $117.59 $16.04 $16.61 $130.67 $135.24
2 inch $227.23 $235.19 $21.33 $22.08 $261.32 $270.46
2 inch, battery of 2 $440.13 $455.53 --$506.15 $523.86
2 inch, battery of 3 $653.12 $675.97 --$751.09 $777.37
3 inch $454.36 $470.26 $27.74 $28.72 $522.52 $540.81
4 inch $766.70 $793.53 $34.49 $35.70 $881.70 $912.56
6 inch $1,277.82 $1,322.55 $41.31 $42.76 $1,469.50 $1,520.93
8 inch $2,555.64 $2,645.09 $48.13 $49.82 $2,938.99 $3,041.85
10 inch $3,833.46 $3,967.64 $54.55 $56.34 $4,408.48 $4,562.78
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(8)Multiple dwellings – Mobile home parks.Multiple dwellings, including mobile home parks,
may be serviced from a single water meter. However, there shall be a surcharge added to the water rates
set forth above, to be calculated as follows:
For a 5/8 inch meter serving 2 or more dwelling units..............4.09 $4.23/month/unit
For a ¾ inch meter serving 4 or more dwelling units............... 4.09 $4.23/month/unit
For a 1 inch meter serving 8 or more dwelling units................ 4.09 $4.23 /month/unit
For a 1-1/2 inch meter serving 16 or more dwelling units........ 4.09 $4.23/month/unit
For a 2 inch meter serving 30 or more dwelling units..........122.33 $126.61/month
for the first 30 units plus $6.35 $6.57/month per unit
for each additional unit in excess of 30 units
For a 3 inch or larger meter serving any number of dwelling units 5.62 $5.81/month/unit
For the purposes of this section, a dwelling unit is defined as a self-contained living facility,
(i.e., including kitchen and bath) such as an apartment or a licensed independent mobile home
space.
***
DIVISION III
SEWERS
***
Sec. 28.304. SEWER RATES ESTABLISHED.
***
(3) For each monthly billing on or after July 1, 2024 2025, each customer shall be
charged a minimum monthly charge. The minimum charge for each location shall be thirteen
dollars and one cent seventy-three cents ($13.0173). The minimum monthly charge may be
prorated, based on a 30-day billing period, for the customer’s initial and/or final bills, provided
that in no case shall the prorated minimum monthly charge be less than five dollars and twenty-
seven cents ($5.0027). In addition, for all water metered beginning with the first cubic foot each
month, each user shall pay three dollars and thirty-three fifty-one cents ($3.3351) per 100 cubic
feet.
***
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
307
ITEM #:38
DATE:04-22-25
DEPT:FIRE
SUBJECT:ORDINANCE ADOPTING REGULATIONS FOR CARBON MONOXIDE
ALARMS IN RENTAL PROPERTIES.
COUNCIL ACTION FORM
BACKGROUND:
At the March 11 meeting, Council reviewed a memo regarding the addition of carbon monoxide alarm
requirements to the Rental Code. Council directed staff to draft an ordinance for Council's review.
Staff reviewed the State Code and the International Building & Fire Codes to create language
that is clear and enforceable locally. For the most part, the State of Iowa adopted the same
language cited in the International Building and Fire Codes. The biggest difference is that the State
added some exceptions making its regulation slightly less restrictive than the International Code, likely
because it also applies to owner-occupied structures.
The proposed ordinance does not include the exceptions adopted by the State because staff does
not feel that they provide an equivalent level of protection for our transient tenant
popula tion. For example, one exception eliminates the need for a carbon monoxide alarm in the
vicinity of the sleeping areas when there is an alarm placed in the same room as the fuel-fired appliance.
There is a risk that a tenant with a bedroom on the second floor will not hear, or will ignore, an alarm in
the basement.
Staff feels that the additional level of protection provided when the alarm is located near the
sleeping area is justified in rental properties. Additionally, the simplicity of enforcement when the
alarm is always required in the same location assists our customers and inspectors with education
and enforcement.
Staff presented the first draft of the ordinance at the April 8 meeting. At that time, Council made a
motion to add the effective date to the ordinance and to clarify the language to explain what "existing"
meant in Sec. 13.802(5)(c)(ii) as it relates to when battery powered carbon monoxide detectors can be
used. Those changes have been made and are included in the attached draft.
PUBLIC OUTREACH:
Staff sent notices to nearly 1,500 rental contacts alerting them of the new ordinance and July 1, 2025
effective date. To date, four responses have been received all in support of the ordinance, but seeking
clarification on alarm placement.
ALTERNATIVES:
1. a.) Adopt on second reading the carbon monoxide alarm ordinance for rental properties.
b.) Suspend the rules to consider third reading and adoption of the carbon monoxide alarm
ordinance for rental properties.
2. Request staff to modify the language and bring back an amended draft for second reading.
308
CITY MANAGER'S RECOMMENDED ACTION:
Adopting a carbon monoxide ordinance locally will give staff the ability to ensure tenants have an
additional layer of protection from carbon monoxide poisoning. To date, staff has received zero
opposition to the ordinance. Expediting the codification will allow staff to begin updating
educational materials prior to the effective date of July 1, 2025. Therefore, it is the recommendation
of the City Manager that the City Council adopt Alternative No. 1 a & b, as described above.
ATTACHMENT(S):
CO Ordinance 2nd Draft.docx
309
ORDINANCE NO. _______
AN ORDINANCE TO AMEND THE MUNICIPAL CODE OF
THE CITY OF AMES, IOWA, BY AMENDING SECTION
13.802 THEREOF, FOR THE PURPOSE OF ADDING CARBON
MONOXIDE ALARM REGLUATIONS TO THE RENTAL
CODE; REPEALING ANY AND ALL ORDINANCES OR
PARTS OF ORDINANCES IN CONFLICT TO THE EXTENT
OF SUCH CONFLICT; PROVIDING A PENALTY; 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 amending Section 13.802 as follows:
“Sec. 13.802.FIRE PROTECTION SYSTEMS.
***
(5) Carbon Monoxide Alarms
(a) When Required. A carbon monoxide alarm is required within dwelling units or sleeping
units that contain or are served by any of the following:
(i) Fuel-burning appliance or fireplace
(ii) Attached garage
(b) Where required. Carbon monoxide alarms shall be located as follows:
(i) In any bedroom or sleeping unit where a fuel-burning appliance is located within the
bedroom or attached bathroom
(ii) Directly outside, in the immediate vicinity of:
a. Every room used for sleeping purposes in each dwelling unit
b. Every sleeping unit
(c) Alarm power source.
(i) In buildings for which construction began on or after July 1, 2018, carbon monoxide
alarms shall receive their primary power from the building wiring. Wiring shall be permanent and without a
disconnecting switch other than that required for overcurrent protection and shall be equipped with a battery
backup.
(ii) New and replacement carbon monoxide alarms installed in buildings for which
construction began on or before June 30, 2018, may be solely battery operated or may plug into an electrical
socket and have a battery backup.”
Section Two. Violation of the provisions of this ordinance shall constitute a municipal infraction
punishable as set out by law.
Section Three. All ordinances, or parts of ordinances, in conflict herewith are hereby repealed to
the extent of such conflict, if any.
Section Four. This ordinance shall be in full force and effect from July 1, 2025, after its passage
and publication as required by law.
Passed this day of , 2025.
_____________________________________________________________________________
Renee Hall, City Clerk John A. Haila, Mayor
310