ADDENDUM
CITY OF AMES
PROJECT: 2016 Fixed Base Operator (FBO) Request for Proposal (RFP)
ADDENDUM NUMBER: 2
REVISION DATE: May 12, 2016
Based upon feedback to date the City of Ames has issued this addendum, which includes various changes
and clarifications to the RFP. Carefully read the following changes to the RFP. After reading the addendum,
sign below to acknowledge receipt of this document and return it to the City of Ames, Public Works
Department, 515 Clark Avenue if you are planning on responding to the RFP. A Copy of this receipt form
must be included in each proposal submitted to the City of Ames.
________________________
Damion Pregitzer, P.E. PTOE
Traffic Engineer
ADDENDUM:
I.
The following are changes to Section V.B&C
a. Section V.B shall now read: “Proposals must be submitted to the Office of the City
Clerk, 515 Clark Avenue, Ames, IA 50010 in a sealed envelope marked on the outside
with “Proposal for Ames Airport FBO.” Proposals will be received until June 3, 2016
at 12:00 PM UTC ‐5 (17:00 Zulu).”
i. Reason: To give potential FBOs additional time for questions and to prepare their
submittal.
b. Section V.C shall now read for the last two dates: “Proposals Due - May 16, 2016” and
“Report to Ames City Council – TBD”
i. Reason: To give potential FBOs additional time for questions and to prepare their
submittal.
I hereby acknowledge receipt of Addendum Number 1 and recognize that the City of Ames reserves the
right to reject any proposal not containing a signed acknowledgement form. The contact information
provided below will be used for all future informational updates:
SIGNED
__________________________
NAME
__________________________
FBO
__________________________
ADDRESS __________________________
EMAIL
__________________________
DATE
__________________________
Addendum Page 1 of 1
ADDENDUM
CITY OF AMES
PROJECT: 2016 Fixed Base Operator (FBO) Request for Proposal (RFP)
ADDENDUM NUMBER: 1
REVISION DATE: April 14, 2016
Based upon feedback to date the City of Ames has issued this addendum, which includes various changes
and clarifications to the RFP. Carefully read the following changes to the RFP. After reading the addendum,
sign below to acknowledge receipt of this document and return it to the City of Ames, Public Works
Department, 515 Clark Avenue if you are planning on responding to the RFP. A Copy of this receipt form
must be included in each proposal submitted to the City of Ames.
________________________
Damion Pregitzer, P.E. PTOE
Traffic Engineer
ADDENDUM:
I.
The following are changes to Section II.A
a. Section II.A.1 shall now read: “Commercial aircraft fueling (100LL & Jet A) and oil
dispensing. Jet A and 100LL must be available via fuel truck (provided by FBO).”
i. Reason: The intent was that the prospective FBO would, knowing that it is a goal
of the City of Ames to have self-service 100LL pumps, submit a plan on how this
could be accomplished during the term on the contract. However, this is an optional
item, and the FBO is not being required to be solely or partially responsible for
installing self-fueling infrastructure. (shown in Section II.D Optional Services, No.
7)
II.
The following are changes to Section II.B
a. Section II.B title shall now read: “Maintenance of Airport Surfaces and Grounds
(Optional Services)”
i. Reason: The intent of this section was if the prospective FBO wanted to have direct
control of mowing and snow removal activities at the airport they could do so. The
FBO, in the proposal section, could enter a reasonable compensation for these
activities to be paid to the FBO by the City of Ames. If the FBO does not want to
perform these activities, a dollar amount of zero ($0) can be entered for items
Appendix A: Subsection D 2 and 3, and then City will take responsibility of those
maintenance activities.
b. Section II.B.1, paragraph three shall read: “The FBO may be responsible for the winter
maintenance of the Airport, which can be done directly by the FBO staff and
equipment owned by the FBO, or by way of third‐party contract secured by the FBO.
Compensation for this activity should be reflected in the proposed management fee
(Appendix A: D.2).”
i. Reason: This is now an optional service.
c. Section II.B.2, paragraph three shall read: “The FBO may be responsible for the mowing
of the Airport, which can be done directly by the FBO staff and equipment owned by
the FBO, or by way of third‐party contract secured by the FBO. Compensation for
this activity should be reflected in the proposed management fee (Appendix A: D.3).”
i. Reason: This is now an optional service.
Addendum Page 1 of 3
III.
The following are changes to Section II.D
a. Add item: “Section II.D.7: The 100LL fuel may be provided via self‐service (with a
card reader) for both local/based and transient customers within the term of the
contract with the City. If interested in providing this service to the airport, the FBO
should submit a potential schedule showing when the self‐service feature will be
installed.”
i. Reason: This language has been moved from Section II.A.1, Required Services, to
Section II.D.7 under Optional Services.
IV.
The following are clarifications to Section V.D & E
i. Clarification: There will be one general site visit meeting on April 25, 2016 for
those FBOs whom are interested, however prospective FBOs could also setup an
individual site visit or meeting by emailing Damion Pregitzer at
dpregitzer@city.ames.ia.us to schedule a time that works best for them. It is
strongly encouraged that any interested FBO who has questions or concerns about
this RFP contact Damion with the City of Ames before deciding whether or not to
submit a proposal.
V.
The following are changes to Appendix A
a. Appendix A, paragraph number two shall read: “Note: the net difference between the
subtotals under proposal sections C and D below must be a minimum of $100,000 in
favor of the City. Points will be awarded (70 total) based upon how competitive this
net difference is over the minimum specified.”
i. Reason: After receiving feedback the City has reduced the minimum net revenue
from $125,000 down to $100,000.
b. Appendix A: Subsection D shall be:
“D. PAYMENT TO THE FBO FOR MANAGEMENT SERVICES (SECTION IV.F)†
The FBO is asked to itemize the fees associated with all services that are listed under Section II. The
proposed fees will be evaluated and scored based upon their competiveness in the current market. In
addition to a detailed list of fees the proposal should include a completed table as shown below:
Management Services
Required Services:
1. FBO Services (for services under Section II.A only)
Optional Services:
2. Snow and Ice Maintenance (by FBO or Contract, Section II.B.1)
3. Mowing and Trimming Maintenance (by FBO or Contract, Section II.B.2)
Annual Amounts
$ / year
$ / year
$ / year
† Net amount to the City of Ames (Subtract Section D.1 only from Subtotal of Section C above) must be
greater or equal to $100,000 USD”
i. Reason: The table under this section has been updated to reflect the changes made
in the addendum.
Addendum Page 2 of 3
I hereby acknowledge receipt of Addendum Number 1 and recognize that the City of Ames reserves the
right to reject any proposal not containing a signed acknowledgement form. The contact information
provided below will be used for all future informational updates:
SIGNED
__________________________
NAME
__________________________
FBO
__________________________
ADDRESS __________________________
EMAIL
__________________________
DATE
__________________________
Addendum Page 3 of 3
CONTENTS SECTION I: BACKGROUND AND GENERAL INFORMATION SECTION II: FIXED BASE OPERATOR SERVICES SECTION III: SCOPE / QUALIFICATIONS SECTION IV: PROPOSAL CONTENTS SECTION V: PROPOSAL SUBMITTAL APPENDIX A: FBO PROPOSAL FORMAT APPENDIX B: AIRPORT LAYOUT PLANS APPENDIX C: AIRPORT IMPROVEMENT PROGRAM APPENDIX D: CITY OF AMES VALUES Page 1 of 26 SECTION I: BACKGROUND AND GENERAL INFORMATION A. PURPOSE The City of Ames (“City”), owner of the Ames Municipal Airport (“Airport”), is issuing this Request for Proposal (“RFP”) for qualified parties interested in providing Fixed Base Operator (“FBO”) services at the Ames Municipal Airport. This RFP document provides background and general information for FBOs and is to be used as a guideline to develop a proposal. B. AIRPORT LOCATION The City of Ames is located in central Iowa, and the Ames Municipal Airport is located within the corporate boundaries of the City. This site is located south of US Highway 30 and west of US Highway 69. US Highway 69, together with Interstate Highway 35, provide north/south access to the community, while US Highway 30 provides intrastate access in an east/west direction, Access to the terminal area is provided via Airport Road. Ames is approximately 35 miles north of Des Moines. The Airport is located within Story County. The Airport is situated on approximately 621 acres of land, and the surrounding land is currently used primarily for agricultural purposes. The Airport elevation is 955 feet MSL. C. AREA DEMOGRAPHICS The population of Ames is 63,266 and the population of Story County is 94,073. Ames is home to several large manufacturers including Barilla, Amcor, Vermeer, BASF and 3M, as well as a number of mid‐size manufacturers. Bio‐Based firms have significant offices in Ames, including, Renewable Energy Group. The largest employer is Iowa State University, which is also the owner of a University Research Park located adjacent to the Airport to the west. Plans are to expand the research park to approximately 350 acres. Notable research park businesses include publically traded companies such as Workiva, Newlink, Vermeer, Boehringer Ingelheim, and others. D. AIRPORT The Ames Municipal Airport has been in operation since 1943. It is a public use facility, and is categorized as a general aviation facility. The City Council of Ames acts as the governing body that has authority over the airport. The Airport sees approximately 25,000 annual operations. There are approximately 69 based aircraft, 4 t‐hangar buildings totaling 52 bays, a 5,100 square foot Maintenance Shop, a 4,500 square foot Ramp Service Building, a 4,600 square foot office building (old terminal building), as of 2016 a new 11,400 (95’ x 120’) itinerant hangar, and a new approximate 7,000 square foot executive terminal building (construction planned for 2016/17). There is presently a two‐runway system in place at the Airport. Runway 1/19, the primary runway, is 5,704 feet long by 100 feet wide, and is constructed of concrete with an asphalt overlay. Approach 01 has a Precision ILS approach. The other runway, Runway 13/31, is concrete and is 3,492 feet long by 75 feet wide. The Existing Airport Layout Plan (ALP) drawing and Terminal area included in Appendix B. E. AIRPORT DEVELOPMENT In the State of Iowa, the Iowa DOT Office of Aviation administers two major categories of state aviation funding programs: the AIP and the General Aviation Airport Vertical Infrastructure Program (GAVI). Funding allocations for the programs and project selection are approved annually by the Iowa Transportation Commission. The AIP is funded through the Federal and State Aviation Funds, with revenues from aircraft registration fees and aircraft fuel taxes, and is used to support airport grants, ongoing aviation related services, special projects and statewide planning. The GAVI program is funded through annual appropriations from the state legislature for general aviation and commercial air service airports. Appendix C shows the current AIP program. Page 2 of 26 F. FUEL SALES The City owns two 10,000‐gallon underground fuel storage tanks. One holds 100LL and one holds Jet A. Fuel must be dispensed to aircraft via fuel truck (truck(s) provided by the FBO). Fuel sale records (in gallons) from the past three years are listed in the table below: January February March April May June July August September October November
December Subtotal Total 2013 100LL Jet A
1,289 11,024
1,907 9,905
1,315 6,699
2,143 5,110
2,111 4,040
3,473 4,813
3,633 3,980
4,137 6,807
3,066 8,062
2,673 7,779
2,676 10,379
666 4,328
100LL
663
1,119
1,529
1,645
2,042
2,522
3,458
3,108
3,146
4,038
2,095
952
2014 29,089 82,926
112,015
26,317
85,055
111,372
Jet A
9,554
6,706
6,532
4,062
6,544
5,285
5,716
14,975
8,301
7,742
5,427
4,211
2015 100LL
1,336
1,100
1,673
1,663
1,808
1,591
4,130
1,575
3,650
2,717
1,978
846
Jet A 9,400 12,157 6,259 6,310 6,529 6,718 10,484 4,762 8,737 9,019 7,507 5,553 24,067
93,435 117,502 G. OTHER INFORMATION The FBO will have access to all the facilities listed in Section I.D, as well as 2,500 square feet of maintenance space in an ISU owned hangar. It will be expected that the FBO will prepare a business plan that details how each of those facilities are to be managed in order to meet the service requirements of the Airport, and the respective fees associated with those facilities. It is intended that the FBO will be responsible for the annual snow removal and mowing maintenance activities at the airport. This work can be done by either 3rd party maintenance contracts, or conducted directly by the FBO using either rented or owned equipment by the FBO in order keep the Airport facility in a safe and condition that reflects favorably on the City. The City owns and operates a heavy‐equipment mounted snow blower (approximately 8 feet in width) available upon request to assist with snow removal during snow events or drifting. The Airport is given priority use of the snow blower, and is available to the FBO free of charge. Page 3 of 26 SECTION II: FIXED BASE OPERATOR SERVICES The FBO shall provide the following minimum services shown under Section II.A‐B‐C below: A. MINIMUM REQUIRED SERVICES TO BE PERFORMED BY FBO 1. Commercial aircraft fueling (100LL & Jet A) and oil dispensing. Jet A and 100LL must be available via fuel truck (provided by FBO). The 100LL fuel shall be provided via self‐service (with a card reader) for both local/based and transient customers within the term of the contract with the City to operate the FBO at the Airport. The FBO must submit a schedule showing when the self‐service feature will be installed. 2. Aircraft storage services (City owned tie‐down and hangar facilities). 3. Aircraft ramp services (towing, parking guidance, etc.). 4. Maintenance, repair and servicing of aircraft (routine and preventative maintenance, physical and mechanical repair, etc.). 5. Management and coordination of airport maintenance (mowing, snow removal). 6. Maintenance and minor repair (interior and exterior) of airport buildings owned by the City. 7. Management, subleasing, and minor maintenance of space in hangars and tie‐downs. 8. Operation of the fuel farm for the storage, handling and delivery of aviation fuel products. 9. Management and minor maintenance of public facilities available for pilots and passengers (i.e. flight planning amenities, pilot lounge, passenger waiting area, courtesy car, etc.). 10. Emergency service to disabled general aviation aircraft (i.e. towing/transporting disabled aircraft). 11. Employ the appropriate number of properly trained and/or certified personnel to provide satisfactory FBO service. 12. Monitor and respond to all radio communications with the Ames Airport, answer phones, respond to all forms of electronic communication, and greet airport customers during normal or extended hours of operation. 13. Provide, maintenance, and servicing of courtesy cars (minimum of 2 vehicles). 14. Monitor the condition of airport facilities, including but not limited to all runways, taxiways, taxilanes, ramps and any associated lighting/navigation aids owned by the City, parking lots and perimeter roads, and airport stormwater facilities. It is expected that the FBO will diligently monitor and report all deficiencies on the airport and provide feedback regarding the City’s annual maintenance activities and capital programs. It is the intention of the City to maintain the airport in order to have facilities that are safe and in a condition that reflects favorably on the City. 15. Minimum hours of operation – attended year round*: a. Monday‐Friday (0700‐1900) b. Saturday (0700‐1900) c. Sunday (0800‐1800) Page 4 of 26 * This schedule will be re‐evaluated after the installation of the self‐service card reader for the 100LL. B. MAINTENANCE OF AIRPORT SURFACES AND GROUNDS TO BE PERFORMED BY FBO OR BY CONTRACT 1. Snow and Ice removal In Ames there are approximately 19 snow and ice events each year totaling approximately 36 inches of snow accumulation. Minimum expectations for snow removal include, but not limited to, clearing of all airport services listed herein when there has been an individual or multiple snow event(s) resulting in one inch or more of accumulation. This will also include clearing of any significant drifting that occurs such that it affects the safety or operation of the airport runways, taxiways, and apron areas. The City will provide and operate a piece of heavy‐equipment with 8‐foot snow blower to clear windrows and drifts over runway a taxiway lighting upon request from the FBO. Priority use of the snow blower is for use at the Airport. The City does not use sand or aviation approved de/anti‐icing fluids (aviation urea, glycol‐based fluids, etc.). The FBO can choose to use sand or de/anti‐icing fluids at their sole cost as long as it is done following all Federal and State regulations. Sand is to be used on a per‐flight basis, where the materials must be fully removed from all airport surfaces within eight hours of use, or prior to another flight/operation, whichever occurs first. The FBO will be responsible for the winter maintenance of the Airport, which can be done directly by the FBO staff and equipment owned by the FBO, or by way of third‐party contract secured by the FBO. Compensation for this activity should be reflected in the proposed management fee. Areas include: a. Runways, Taxiways, and Apron Areas (currently 36.35 acres of pavement) b. Paved parking and areas around City owned hangars (currently 3.34 aces of pavement) 2. Mowing and Trimming Mowing is performed around all City owned facilities including, but not limited to, runways, taxiways, apron areas, navigational aids, signage, fences, buildings, etc. Mowing and trimming is performed approximately six times per year around the airside facilities, and approximately 12 times per year around the landside facilities. Weed control and removal of other undesirable vegetation is considered incidental to the mowing and trimming activities. Excluded are removal of trees identified as obstructions or those volunteer trees growing in the drainage basin areas. The FBO is expected to be aware of the current condition of tree growth on the airport property and notify the City in a timely manner to mitigate issues associated with tree growth. The FBO will be responsible for the mowing of the Airport, which can be done directly by the FBO staff and equipment owned by the FBO, or by way of third‐party contract secured by the FBO. Compensation for this activity should be reflected in the proposed management fee. Areas include: a. Airside bulk‐fine mowing and trimming around runways, taxiways, apron, navigational aids, and signage (currently approximate 30 acres) Page 5 of 26 b. Landside bulk‐fine mowing and trimming around fences and buildings (currently approximate 5 acres) C. EXPANDED REQUIRED SERVICES TO BE PERFORMED BY FBO OR BY CONTRACT 1. Flight Training. 2. Aircraft Rental. 3. Air Taxi/Charter. 4. Aircraft Sales. 5. Fuel Sales. 6. Lubricant sales. 7. Rental car services. 8. Off‐hours on‐call flight and fuel services. D. OPTIONAL SERVICES TO BE PERFORMED BY FBO OR BY CONTRACT The FBO may provide the following optional customer services: 1. Snack bar. 2. Miscellaneous retail (pilot supplies, promotional clothing, etc.). 3. Avionics Repair 4. Jet (Turbine) Engine maintenance 5. Specialized maintenance (upholstery, etc.) 6. Any other type of service not listed (must be detailed in the proposal). E. REVENUES The FBO shall propose all fees for customer services within their business plan which may include, but not be limited to: 1. Fuel sales subject to a flowage fee. 2. Flight training and aircraft rental fees. 3. Aircraft maintenance fees. 4. Short‐term and Long‐term Hangar rental fees (short‐term = itinerant flights, long‐term = monthly or annual lease). 5. Any other type of fee associated with the required airport services and operation of airport facilities. Page 6 of 26 SECTION III: SCOPE / QUALIFICATIONS A. MINIMUM QUALIFICATIONS To be eligible for consideration, the FBO must meet each of the following minimum qualifications: 1. A minimum of five (5) years prior experience in one of the following; a FBO business, an aviation commercial enterprise, or substantial equivalent. 2. Proven track record of delivering excellent customer service (pursuant to the experience referenced to above) 3. Financial capability to operate the FBO as a self‐sustaining business enterprise in which relevant financial obligations have been met on time and according to negotiated agreements. 4. The FBO’s corporate values and customer service ethic must further the City’s goal of providing exceptional customer service. B. TERM OF AGREEMENT The City proposes an initial five (5) year agreement. C. GENERAL OBLIGATIONS The FBO will be responsible for complying with all terms and conditions contained within a negotiated agreement with the City, in addition to the Airport Rules and Regulations; Minimum Standards and all other Local, State and/or Federal rules which may apply; and all applicable Federal Aviation Regulations (FARs). The FBO must be an active legal entity, and be licensed to do business in the State of Iowa within thirty (30) days of approval of the agreement by the City. D. INSURANCE Prior to the commencement of FBO operations, the FBO will carry and maintain at its sole cost and expense all insurance policies described below. All such insurance policies shall show on their face that the FBO is a named insured and that the City is named as an additional insured. Such insurance shall include coverage against liability for death, bodily injury or property damage arising out of the acts or omissions of or on behalf of the FBO or involving any owned, non‐owned, leased or hired vehicle in connection with any of the obligations or activities of the FBO of the equipment, and shall be in the following categories and amounts: 1. Comprehensive General Liability; $3,000,000 each occurrence 2. Completed Operations/Products Liability; $1,000,000 each occurrence 3. Hangarkeeper’s Liability; a. $100,000 each aircraft b. $300,000 each loss 4. Premises Medical Payments; a. $1,000 each person b. $5,000 each accident All policies must include the City, its officers, agents, employees and volunteers as “Additional Insured” under its policies and must be endorsed to the applicable policy. The insurance coverage and limits are set at the sole discretion of the City and are subject to change or revision as the need arises. Policies shall not have an annual aggregate maximum or limit to the coverage. Page 7 of 26 SECTION IV: PROPOSAL CONTENTS All proposals shall include the information reflected below and contained on the proposal form contained in Appendix A. A. GENERAL INFORMATION 1. Names and qualifications of corporate/company officers/owners. 2. Company address/location(s) and other appropriate contact information. 3. Brief history of the company (demonstrating Section III.A). 4. A full description of the FBO’s entity (corporation, partnership, etc.) and identification of all parties including a disclosure of all persons or entities having a financial interest in the proposal. 5. A statement signed by an authorized representative committing to provide the services described within the written proposal. B. FINANCIAL FITNESS The FBO must be able to provide sufficient proof supporting the FBO’s financial ability to fulfill the obligations contained in the agreement. Financial statements supported by an AICPA Financial Review including, but not limited to, balance sheet, income statement, and statement of cash flow for the past two (2) years must be provided (Audited financials preferred). Those firms who fail to submit sufficient proof of financial viability as deemed by the City of Ames will be disqualified. C. REFERENCES Provide contact information for at least three (3) individuals who have had experience with the FBO’s company. At a minimum this must include at least one contact information of a representative from the owner of a publicly owned airport. If the FBO operates multiple airports then one contact must be provided for the owner from each respective airport. The remaining references must be from a current owner of one or more based aircraft at the airport in which the FBO has operated, or from a current owner of a long‐term land/hangar lease at said airport(s). D. BUSINESS PLAN 1. Operations Plan: Attach a description of the FBO’s scope of operations, setting forth each service proposed in accordance with Section II and Section III of this RFP, and ability and resources to provide high quality service to general aviation patrons and the general public. Include proposed customer fees and charges for providing the services. 2. Management Structure and Operating Personnel Schedule: Attach a description of the FBO’s proposed management hierarchy and operating personnel schedule. Proposed job titles and descriptions should be included along with specific qualifications and certifications of key staff (Provide an organizational chart showing all entities, staff, and their respective relationship to the company). 3. Marketing Program: Attach a description of the marketing program the FBO would propose to use in retaining, and attracting new diverse general aviation activity. 4. Customer Service Plan. Include a statement on the FBO’s corporate values; specifically what those values are and a description of how they align with the corporate values of the City (see Appendix D). The FBO should provide at least three examples over the last year in which the FBO staff have gone above and beyond to provide excellent customer service. Page 8 of 26 5. Other: Include a description of any alternative revenue streams or additional customers services not included in this RFP that the FBO proposes. E. PAYMENT TO THE CITY FOR OPERATIONAL PRIVILEGE The FBO is asked to itemize the fees to be paid to the City for the operational privilege of the following airport facilities being made available to the FBO: 1. Runway 1/19 – 5701 x 100 ft (concrete/asphalt). Runway 1 has an ILS/MALSR/RNAV approach, Runway 19 has a RNAV/VASI approach. 2. Runway 13/31 – 3491 x 75 ft (concrete). Runway 13 has a RNAV/VASI approach, Runway 31 has a RNAV/VASI approach. 3. New approximately 7,000 sq ft Executive Terminal Building (Construction planned for 2016‐2017) Approximate Square Footages Passenger Lobby/Lounge FBO Offices Training/Multi‐Purpose Reception/Copy‐File/Kitchenette/Line Crew Restrooms/Janitor Storage Vending Café Pilot Area Conference Room Business Center Mechanical/Electrical/Communications Circulation/Vestibules 2,416 sf 603 sf 630 sf 483 sf 460 sf 68 sf 20 sf 25 sf 1,123 sf 562 sf 18 sf 342 sf 460 sf Page 9 of 26 4. New (2016) Itinerant Hangar – 120 x 95 ft (11,400 sq ft) 5. 4 T‐Hangar Buildings – 52 Bays (Appendix B – Buildings D, E, F, G) 6. 5,100 sq ft Maintenance Shop (Appendix B – Building C) 7. 4,500 sq ft Ramp Service Building (Appendix B – Building B) 8. 2,500 sq ft of ISU Hangar for Aircraft Maintenance (Appendix B – Building I) 9. 4,600 sq ft of Office/Misc Space (Appendix B – Building A) 10. Fuel Farm – 10,000 gal 100LL, 10,000 gal Jet A F. PAYMENT TO THE FBO FOR MANAGEMENT SERVICES The FBO is asked to itemize the fees associated with all services that are listed under Section II.A‐B. Potential fees for services shown under Section II.C‐E shall not to be included in the management fee; for the purposes of this RFP those will be considered private business activities. The proposed payment to the FBO will be evaluated for its competiveness in the current market compared to the net revenue impact to the City after considering item Section IV.E “Payment to the City for Operational Privilege”. G. OTHER INFORMATION 1. The FBO may provide other relevant information to support their qualifications to provide the services described herein. 2. The FBO should describe anticipated capital investment to be made in the FBO facility upon execution of the lease, if any. This should include information specific to the proposed improvement in each respective airport facility. Page 10 of 26 SECTION V: PROPOSAL SUBMITTAL A. SUBMITTAL PACKAGE The FBO shall submit nine (9) copies of its proposal. B. DELIVERY Proposals must be submitted to the Office of the City Clerk, 515 Clark Avenue, Ames, IA 50010 in a sealed envelope marked on the outside with “Proposal for Ames Airport FBO.” Proposals will be received until May 16, 2016 at 12:00 PM UTC ‐5 (17:00 Zulu). C. SCHEDULE Issue Request for Proposal ……………………...…. April 4, 2016 Airport Site Visit……………………………………........ April 25, 2016 Last day for questions by FBOs……………...……. May 11, 2016 Proposals Due…………………………………………..…. May 16, 2016 Report to Ames City Council..………………………. May 31, 2016 D. SITE VISIT Any FBO wishing to participate in the general site visit of the Airport must meet Damion Pregitzer at the ISU Hangar offices at the Ames Airport on April 25, 2016 at 10:00 AM UTC ‐5 (15:00 Zulu). Please contact Damion Pregitzer, City of Ames Traffic Engineer at dpregitzer@city.ames.ia.us if you plan to attend the site visit. E. QUESTIONS All questions must be submitted in writing to Damion Pregitzer at dpregitzer@city.ames.ia.us by May 11, 2016 at 12:00 PM UTC ‐5 (17:00 Zulu). This includes requests for an in‐person conference with the City prior to the submittal deadline. F. CITY RESERVATIONS The City reserves the right to: 1. Modify or otherwise vary the terms and conditions of the RFP at any time, including but not limited to, deadlines for submission, schedules and proposal requirements. 2. Shortlist more than one firm and have those firms complete a presentation to the Selection Committee and City Council. 3. Reject or refuse any or all proposals, whole or in part, or to cancel and withdraw this RFP at any time. 4. Negotiate any or all terms submitted in the proposal with any or all responders. Page 11 of 26 APPENDIX A: FBO PROPOSAL FORMAT Any FBO wishing to submit for this RFP must take care to thoroughly read all sections of this document before beginning their proposal development. It is recommended that the FBO direct any questions or clarifications to this RFP to the City as soon as possible during the proposal development. Total = 100 points. Note: the net difference between the subtotals under proposal sections C and D below must be a minimum of $125,000 in favor of the City. Points will be awarded (70 total) based upon how competitive this net difference is over the minimum specified. PROPOSAL SECTIONS: A. FBO BUSINESS INFORMATION (SECTION IV.A‐C) (10 POINTS) Section IV.A – General Information (Items 1‐6) Section IV.B – Financial Fitness Section IV.C – References B. FBO BUSINESS PLAN (SECTION IV.D: ITEMS 1‐5) (20 POINTS) Operations Plan Management Structure and Operating Personnel Schedule Marketing Program Customer Service Plan Other C. PAYMENT TO THE CITY FOR OPERATIONAL PRIVILEGE (SECTION IV.E)† All Airports facilities will be made available (Section IV.E) to the FBO to operate the municipal business activities of the Ames Airport. Other than the fees described in this section, all other revenues from leases and provided services will be retained by the FBO. This portion will be evaluated base upon how market appropriate and competitive the proposed values are. The proposal should include a completed table as shown below: 1. Facility Management and Use (entire airport facility Section IV.E) 2. Fuel Flowage rate for Jet A1 $____________ / gal x 93,435 gal /year = 1
3. Fuel Flowage rate for 100LL $____________ / gal x 24,067 gal /year = Subtotal (Sum 1+2+3) =
1
Annual Amounts $ / year $ / year $ / year $ / year The FBO shall propose a fixed fuel flowage rate using the unit dollars per gallon. For the purposes of this RFP the annual amount calculated will be based upon the 2015 totals for 100LL and Jet A fuel flowage. An actual fuel flowage rate shown in the FBO contract will be applied monthly based on actual fuel flowage. (Minimum flowage rate is five (5) cents per gallon) Page 12 of 26 D. PAYMENT TO THE FBO FOR MANAGEMENT SERVICES (SECTION IV.F)† The FBO is asked to itemize the fees associated with all services that are listed under Section II. The proposed fees will be evaluated and scored based upon their competiveness in the current market. In addition to a detailed list of fees the proposal should include a completed table as shown below: Management Services 1. FBO Services (for services under Section II.A only) 2. Snow and Ice Maintenance (by FBO or Contract, Section II.B.1) 3. Mowing and Trimming Maintenance (by FBO or Contract, Section II.B.2) Subtotal (Sum 1+2+3)
Annual Amounts $ / year $ / year $ / year $ / year †Net amount paid to the City of Ames (Subtract Section D from Section C above) must be greater or equal to $125,000 USD (70 POINTS) E. OTHER INFORMATION (SECTION IV.G) Page 13 of 26 APPENDIX B: AIRPORT LAYOUT PLANS Airport Layout Plan (page 15) Primary Terminal Area (page 16) Page 14 of 26 POLE
82
975.
POLE
69
952.
POLE
53
952.
POLE
66
977.
POLE
1
951.7
POLE
86
973.
AY
925
925
TREE
36
936.
970
985
5
97
5
97
980
990
985
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1014 975
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05
967.
975
975
980
0
POLE
93
POLE
.21
1013
10
POLE
POLE 9
.7
1013
.23
5
1023
POLE
985
POLE
.01
1022
990
POLE .11
1020
POLE 7
.8
1017
999.
TREE
.60
1014
5
97
POLE
.32
1011
98
POLE 5
.4
1023
TREE 1
.7
1033
TREE 9
.0
1048
5
7
9
980
TREE
BLG
.01
.47
.93
1030
1010
1010
POLE
POLE.35
03
BLG 10
18
BLG
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1014
POLE
32
999.
TREE
.15
1017
TREE
74
999.
96
5
97
POLE 9
.2
1023
POLE 3
.6
1020
990
BLG
61
997.
998.
0
97
POLE
995 06.67
10
995
POLE 0
.8
1008
0
98
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1006
POLE
POLE
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1000
POLE
42
995.
98
96
0
BLG
66
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POLE
07
991.
4
14.2
5
POLE
64
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TW A4
965
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01
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POLE 6
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1019
97
5
TREE
78
982.
EXISTING {
950
TREE
30
987.
0
96
5
95
95
985
5
9
95
960
5
0
POLE 9
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1021
90
0
16
S
S
1.3
190
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200
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10
OTS
KN
11
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16
17
SW
22
0
.2
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210
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22
27
W
N
23
0
N
0
34
W
270
0
4
2
23
0
4
2
180
1
70
S
1.3
1.1
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.6
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.2
.2
NNE
N
0
35
0
270
E
50
E
30
20
10
360
13 KNOTS
10.5 KNOTS
16 KNOTS
+
+
+
W
N
40
1
180
190
210
22
SW
+
+
+
+
+
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+
+
0
+
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+
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+
+
200
+
+
+
+
+
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+
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0
6
0
16
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S
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+
+
+
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1.5
1.2
1.2
+
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1.0
1.1
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1.0 1.2 1.1
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10
OTS
11
KN
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16
17
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.1
+
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+
+
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+
+
+
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21
.1
22
+
+
W
N
S
+
+
+
+
+
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+
.3
.3
.3
+
+
+
+
+
+
+
+
+
+
+
E
N
+
+
+
+
27
28
N
0
35
0
34
28
+
+
+
50
40
30
20
NNE
10
360
13 KNOTS
21
90
E
0
6
950
16 KNOTS
70
955
POLE 5
.7
1015
TREE
28
968.
5
9
955
950
93
5
93
0
94
POLE 3
.4
1014
TREE
00
64 09696
965. 96
0 0
9595
935
0
96
950
5
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0
945
940
0
95
945
970
POLE
.00
1009
955 0
96
TREE
60
976.
950
0
95
745’
35’
0
95
950
0
8
9
955
13
22
26
27
0
94 5
93
95
5
4
9
950
945
250’
TW A3
250’
5
95
955
SSW
925
0
93
745’
0
5
3
9
5
93
400’
930
TW
A2
940
POLE
.11
1007
930
0
945
935
0
5
92
92
’)
35
L(
BR
925
935
945
NT N
975
TREE
13
930.
RWY
13/31
COMBINED
CROSSWIND
COMPONENT
RWY
1/19
RWY
13/31
10.5 KNOTS
87.14%
90.15%
97.88%
10.5 KNOTS
95.18%
97.70%
99.12%
13.0 KNOTS
92.57%
94.86%
99.29%
13.0 KNOTS
97.44%
99.02%
99.88%
16.0 KNOTS
97.10%
98.49%
99.77%
16.0 KNOTS
99.67%
99.56%
100.0%
SOURCE: DES MOINES INTERNATIONAL
DES MOINES, IOWA
ALL WEATHER
PERIOD: 1998 - 2007
COMBINED
SOURCE: DES MOINES INTERNATIONAL
DES MOINES, IOWA
200 - 1/2 MILE
PERIOD: 1998 - 2007
0
945
APPROVED BY:
DATE APPROVED:
945
945
940
945
940
2727 S.W. SNYDER BLVD.
SNYDER & ASSOCIATES
TITLE:
AIRPORT LAYOUT PLAN
PROJECT NO.
JLS
AMES MUNICIPAL AIRPORT
94
94
PLNR:
PROJECT:
9505
940
94
0
BLG
40
977.
940
5
250’
930
9
935
5
93
940
M
940
0
945
94
940
4
940
5
95
95
925
5
40
5
3
9
935
940
0
94
9
0
0
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POLE
27
964.
31
EX
E
AT
M
TI
UL
920
93
930
BLG
52
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BLG
40
963.
930
925
0
94
0
94
935
0
0
0
5
5
910
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TE
7’
50
A
RS
0
92
920
915
930
C
TW
930
TREE
48
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POLE
99
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POLE
27
963.
POLE
59
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95
POLE
70
958.
POLE
58
959.
POLE
87
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POLE
42
960.
935
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5
95
10.5 KNOTS
A
RP
C
Z
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50
SL
0
O
NO 0’x
92
PE
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20
PR
0’
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IS
IO 0’
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9
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R
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POLE
89
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POLE
6.83
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7.57
EA
0
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93
M
POLE
G
ST
IN
BLKG
69
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BLKG
3.81
95
935
EX
I
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94
4
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POLE
72
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943.
TREE
83
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11
HL
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L(
BR
93
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FA
12
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7
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L
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5
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0
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89
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01
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33
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25
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17
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13
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TREE
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10
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97
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S
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TY
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BLG
48
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BLG
8
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BLG
15
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920
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03
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920
POLE
31
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BLG
52
945.
2
951.1
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97
936.
BLG
43
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BLG
03
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BLG
23
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T
BLG
91
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0
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IS
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5
BLG
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BLG
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BLG
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50
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0
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8
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RO
BLG
02
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TREE
84
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14
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0
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POLE
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G
0 EE
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14
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250’
250’
250’
BLG
59
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5
0
WIND DATA
RWY
1/19
5
5
9
92
94
WIND DATA
CROSSWIND
COMPONENT
4
0
0
92
0
25
0
26
9
91
UL
900
900
TREE
54
930.
POLE
POLE
17
79
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934.
POLE
13
933.
BLG
87
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TREE
61
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POLE
18
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BLG
22
921.
POLE
13
929.
5
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5
A
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POLE
41
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POLE
14
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56
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0
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91
POLE
62
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POLE
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POLE
36
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POLE
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20
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POLE
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38
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52
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0
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5
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50
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91
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910
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65
938.
5
93
900
93
RU
NOTE:
RWY 1/19 SHOULD BE RENUMBERED FOR
EPOCH YEAR 2010 TO RWY 2/20.
(1) PERMIT THE GLIDE SLOPE SHELTER TO BE LOCATED IN THE RSA. PARAGRAPH 305
OF AC 150/5300-13 REQUIRES THE RSA TO BE FREE OF OBJECTS EXCEPT FOR
THOSE FIXED BY FUNCTION.
(2) PERMIT THE GLIDE SLOPE SHELTER TO BE LOCATED IN THE ROFA. PARAGRAPH 307
OF AC 150/5300-13 REQUIRES THE ROFA TO BE FREE OF ABOVE GROUND OBJECTS
PROTRUDING ABOVE THE RUNWAY SAFETY AREA EDGE ELEVATION.
940
905
BLG
71
926. EE
TR
58
937.
BLG
95
922.
895
POLE
93
925.
POLE
94
930.
POLE
64
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BLG
04
924.
0
90
900
BLG
92
918.
0
91
910
900
905
905
920
0
94
905
92
925
920
5
935
0
0
0
93
92
95
935
5
915
5
92
9
910
30
5
30
910
BR
0
90
895
915
910
5
90
905
900
910
910
TREE
80
927.
905
905
905
895
905
905
90
5
900
Snyder
1:872.727
900
90
90
900
900
90
905
5
5
89
9
0
90
905
0
90
905
890
90
905
90
895
905
92
0
90
0
0
91
910
92
5
92
5
91
05
5
915
920
920
905
915
5
94
300
31
890
0
940
3
3
0
32
0
290
915
945
0
NW
WNW
280
9
920
910
5
95
300
0
0
POLE
08
978.
290
910
15
(IN FEET)
1 inch = 400 ft.
9
95
TREE
78
976.
POLE
25
980.
0
26
280
940
94
91
0
0
3
(2)
0
940
5
(1)
ROFA
W
W
32
935
940
RSA
FAA LETTER
100.0 %
0
935
955
FAA LETTER
1-28-1998
90.5
WIND COVERAGE:
S
3
0
25
31
0
1-28-1998
N
E
NW
W
S
W
E
WNW
930
94
ESE
SE
0
POLE
00
974.
0
13
0
14
0
5
1
DESCRIPTION
ESE
STANDARD MODIFIED
0
99.77 %
SE
DISPOSITION
71.0
WIND COVERAGE:
13
N
E
0
5
(PENETRATION)
80
70
E
TS
TS
TS
O
14
80
70
O
O
0
9
930
93
920
N
N
5
950
0
K
K
K
N
TS
5
100
0
90
90
5
0
93
.5
TS
K
96
94
945
5
92
10
O
110
945
920
935
965
930
920
93
TS
1
950
0
5
0
5
960
13
O
O
N
120
930
935
930
92
920
POLE
70
979.
95
95
N
N
100
0
925
955
25
9309
925
94
POLE
14
978.
950
5
92
935
POLE
56
977.
0
5
0
945
5
920
2
90
9
0
92
9
5
940
5
94
5
95
93
5
925
91
5
970
0
5
6
985
16
K
K
110
0
92
92
9
0
10
120
93
5
90
920
925
0
0
POLE
92
977.
96
97
930
92
0
90
0
965
5
93
955
945
920
92
5
30
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930
0
99
5
90
915
TREE
50
993.
0
92
940
915
910
97
0
915
910
0
9
5
915
0
98
910
92
0
905
915
915
90
93
945
950
905
915
5
93
905
5
95
16
13
960
955
0
0
965
955
950
91
99
90
0
97
0
ROAD
ELEV.
5
991.599
0
0
5
97
91
97
0
980
97
{
{
0
910
970
85
98
5
0
6
0
960
950
940
920
0
98
985
98
98
965
0
4
935
92
5
925
975
0
990
990
5
5
0
0
5
8
90
965
97
98
99
8
9
9
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95
G{
9
935
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985
9
905
5
90
POLE
17
947.
0
7
5
94
910
910
POLE
04
939.
5
0
RUNWAY SITING CRITERIA SURFACE
9
ING
945
TIN
G{
905
985
98
965
925
95
5
5
945
905
910
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5
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0
0
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95
91
0
91
POLE
79
941.
97
935
940
915
900
5
985
0
98
990
90
0
97
985
985
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0
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1.52
93
5
90
5
0
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935
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5
5
90
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5
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29
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6
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9
0
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93
5
POLE
84
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960
90
900
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5
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5
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97
0
92
920
900
9
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955
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965
5
0
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945
910
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9
94 45
0
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975
97
945
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53
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0
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5
95
905
905
00
985
950
5
5
89
BLG
LE
PO
25
921. 5.14
92
0
990
985
980
5
5
8
9
97
RUNWAY 1
985
5
990
990
0
5
8
9
98
5
97
98
5
5
H2O
5
898.
975
97
0
ROAD
ELEV.
983.0
98
5
0
905
5
905
5
98
ROAD
ELEV.
985.4
98
980
98
97
90
975
0
8
5
905
970
975
9
5
96
98
905
0
98
5
6
9
975
5
98
5
97
ING
IST
8/5/2010
9:13:18 AM
0
97
975
5
0
0
97
975
IST
0
95
EX
0
IN
IST
0
4
9
935
935
5
94
0
5
5
94
5
93
MM
D:\106.0292\Cadd\ALP\CD02_1060292.ALP
965
97
985
97
5
97
99
0
97
5
BLG
38
921.
960
5
96
900
0
965
975
920
0
9
8
89
0
0
970
945
0
5
900
9
970
98
5
95
5
EX
0
990
97
955
6
0
0
5
ROAD
ELEV.
995.4
99
5
975
975
C-II
960
93
940
800
YES
C-II
F.A.R. PART 77 APPROACH SLOPE 50/40:1
RPZ
1000’x2500’x1750’
PRECISION
0
5
400
980
970
0
96
950
9
965
960
96
96
94
5
YES
AIRPORT REFERENCE CODE
0
93
0
98
0
0
955
955
950
97
YES
YES
YES
96
9
955
{
ING
.5
AIRSPACE
CASE NUMBER
0
96
965
96
955
950
5
0
MODIFICATION TO DESIGN STANDARDS
APPROVAL
DATE
99
0
5
95
5
95
NONE
MAGNETIC DECLINATION 1^28’ E
ANNUAL RATE OF CHANGE 0^07’ W
SOURCE: NGDC 2010
97
98
IST
EX
84.3^ F
ILS, GPS
YES
LIGHTED WIND INDICATOR
SITING REQUIREMENTS APPROACH SLOPE 34:1
97
96
DESCRIPTION
5
95
{
5
95
950
94
950
96
955
NOTE:
1. RUNWAY 1 THRESHOLD LOCATED AS PER RUNWAY END SITING REQUIREMENTS
FAA AC 150/5300-13 CHG 12, APPENDIX 2, TABLE A2-1, LINE 9
34:1 APPROACH SLOPE.
2. RUNWAY 13/31 WAS AIRSPACED FOR FAR PART 77 APPROACH TYPE C (NP).
3. THE ALP SHOWS RUNWAY 123/31 WITH FAR PART 77 APPROACH TYPE A (NP)
WHICH REPRESENTS THE ULTIMATE DEVELOPMENT
NO.
975
G
IN
940
955
0
95
0
94 5
93
5
5
94
IS
EX
EX
935
0
93
935
0
ROAD
ELEV.
932.4
975
945 T
IS
0
95
0
93
94
0
95
970
THRESHOLD SITING SURFACE OBJECT PENETRATIONS
93
8
950
EX
5
94
0
945
940
940
930
935
930
5
RIV
975
960
960
94
935
0
94
0
5
0
96
50
84.3^ F
ILS, GPS
940
DESCRIPTION
0
96
DATE
5
IV94E
960
GRAPHIC SCALE
93
REVISION BLOCK
{
5
{
400
935
0
0
93
0
96
94
0
95
935
ING
94
0
ING
IST
EX
93
930
930
5
94
930
5
93
NOTE: THE DISTANCE FROM THE HOLD LINE
IS MEASURED PERPENDICULAR FROM THE
RUNWAY CENTERLINE.
955
B(2)
935
960
950
975
0
5
DR
IDE
S
92
5
930
950 940
125’
935
RUNWAY
955
125’
930
RUNWAY
945
HL 13
94
960
5
5
940
125’
950
93
935
125’
RUNWAY
92
5
92
125’
RUNWAY
950
0
965
98
IST
955.3’ (MSL)
41^ 59’ 31" N
93^ 37’ 18" W
AIRPORT NAVAIDS
975
975
97
ROAD
ELEV.
975.4
97
X
E
0
ULTIMATE
93^ 37’ 19" W
MEAN MAX. TEMPERATURE
SEGMENTED CIRCLE
5
945
A(2)
C(2)
MALSR
0
94
IST
ER
0
0
920
930
RUNWAY
HL 11
5
93
93
HL 10
HL 12
92
5
125’
5
125’
RUNWAY
93
5
7
95
DRY BOTTOM
DETENTION
POND
EX
DRY BOTTOM
DETENTION
POND
NG {
EXISTI
9
HL 5
945
0
RUNWAY
HL 9
93
HL 8
ROAD
ELEV.
930.1
930
125’
5’
2
5
RUNWAY
O
9
92
HL 7
930
93
5
925
250’
930
250’
RUNWAY
0
250’
RUNWAY
HL 6
P
49
920
5
RSA
{
ING
0
RUNWAY
HL 5
93
HL 4
5
250’
92
250’
RUNWAY
940
925
5
0
915
950
94
TW A
940
5
2
5
RUNWAY
HL 3
5
92
9
92
HL 2
ROAD
ELEV.
924.7
92
92
925
250’
12
5’
915
RUNWAY 13 END
LAT. 41^ 59’ 54.67" N
LONG. 93^ 37’ 34.91" W
ELEV. 926.0
920
910
925
DISTANCE
RUNWAY
5’
91
915
920
HOLD TYPE
HL 1
0
1
5
B
5
915
HOLDING
POSITION
W
90
905
HOLDING POSITION
TABLE
92
EX
0
0’
0
91
91
5
905
90
5’
92
0
920
910
905
910
905
900
12
12
T
C
2
910
5
0
920
F
{
ING
IST
EX
90
90
RW H.P.
ELEV. 930.2
5
5
950
0
75’R TYP.
940
5
24
G
9
910
5
5’
5’
935
93
930
910
89
12
49
ROFA
0
I
IST
HL 4
940
93
Z
RV
NG
940
920
920
5
1
D
ROFZ
93
0
AD
91
5
90
900
92
R0O
92
2
915
B2
925
RT
30
B
3
HL 3
BRL(35’)
5
PO
910
Y
A
5
ULTIMATE
ARP
920
5’
92
0
HW
0
TW
4
E
5
92
2
915
US
AIR
9
5
90
5
INTERSECTION
ELEV. 920.6
0
94
N
5
91
90
HL 14
M
92
94
0
935
L
K
950
EXISTING
955.3’ (MSL)
41^ 59’ 31" N
ROTATING BEACON
96
95
97
5
J
920
POFZ
ILS
GLIDE SLOPE ANTENNA
RSA
92
I
93
TW A
EXISTING RUNWAY 1 END
LAT. 41^ 58’ 57.72" N 945
LONG. 93^ 37’ 29.12" W
ELEV. 955.3 (H.P.)
0
ITEM
AIRPORT REFERENCE
POINT (ARP)
95
16.60^ (TRUE)
12
5
6
BRL(35’)
920
{
0
92
92
5
H
925
ROAD
ELEV.
918.7
5’
93
92
NG
TI
910
0
92
5
IS
90
5
92
12
ROFZ
945
5
5
5
EX
90
SEGMENTED
CIRCLE
91
5
9ROAD
05
ELEV.
908.5
0
91
75’R TYP.
90
RPZ
1000’x1700’x1510’
NON-PRECISION
HL 2
92
0
91
HL 1
GR
V
Z
5
905
5
IN
5
5
91
92
ROFA
IST
0
AIRPORT ELEVATION (MSL)
5
Z
EX
5
94
DRY BOTTOM
DETENTION
POND
93
915
90
ROAD
ELEV.
910.4
935
{
92
ER
V
925
0
5701’x100’
40
5
AT
0
910
905
APPROACH SLOPE 34:1
BRL(35’)
93
TIM
92
910
9
00
90
LOCALIZER
ANTENNA
925
925
UL
5
0
915
HL 6
0
93
92
5
2
0
0
5
91
91
910
5
90
905
905
900
0
90
5
90
9
EX
EXISTING {
5’
920
G
TIN
IS
2
12
’
93
9
0
910
905
900
900
5
90
90
RUNWAY 19
NUMBER
RW L.P.
ELEV. 918.8
35
DRY
910 BOTTOM
DETENTION
POND
92
910
EXISTING {
920
915
{
BRL(35’)
910
EXISTING RUNWAY 19 END
LAT. 41^ 59’ 51.69" N
LONG. 93^ 37’ 07.56" W
ELEV. 918.7 (L.P.)
5
ROAD
ELEV.
906.1
TW B3
0
5
0
905
900
915
905
ING
9
IST
5
91 0
91
IST
EX
5
91
900
EX
5
90
5
{
ING
0
91
9
5
900
DRY BOTTOM
DETENTION
POND
0
91
5
RAMP
ELEV.
900.7
ROAD
ELEV.
904.9
2
0’
0
90
5
90
0
92
90
90
5
91
915
0
900
0
90
930
9
25
95
0
2
9
920
905
98
AIRPORT DATA - NAVD 88
9
90
0
IS
EX
905
910
EXISTING RUNWAY
31 END
LAT.
41^ 59’ 29.76" N
90
5
LONG. 93^ 37’ 02.90" W
ELEV. 920.28
0
5
4000’
965
95
0
0
9
4000’
0
3493’
94
3493’
0
97
0
96
950
90
5701’
91
5
965
900
90
0
5701’
{
935
0
0
900
5
5701’
G
TIN
930
99
9
5
890
89
90
5701’
5’
910
5
4000’
7
4000’
4000’
9
4000’
3493’
5
96
3493’
96
0
3493’
TIEDOWN
940
3493’
5701’
925
5701’
0
5701’
0
PAVEMENT REMOVAL
950
94
92
5701’
5701’
96
91
5
5701’
5701’
915
5
LANDING DISTANCE AVAILABLE (LDA)
5
5701’
900
89
ACCELERATE STOP DISTANCE AVAILABLE (ASDA)
12
5
4000’
98
4000’
975
3493’
FENCE
5
3493’
THRESHOLD LIGHTS
97
5701’
RUNWAY END IDENTIFIER LIGHTS (REIL)
955
5701’
0
9
TAKEOFF DISTANCE
AVAILABLE (TODA)
0
90
90
5701’
910
5701’
5
90
905
00
BUILDING - STRUCTURES
PRECISION APPROACH PATH INDICATOR (PAPI)
925
929.6’
RUNWAY SAFETY AREA AND OBJECT FREE AREA
5
929.6’
RUNWAY PROTECTION ZONE EASEMENT
98
900
929.6’
ULTIMATE RUNWAY 31 END
LAT. 41^ 59’ 26.14370" N
LONG. 93^ 36’ 58.25382" W
ELEV. 920.0
RUNWAY PROTECTION ZONE
0
0
929.6’
BUILDING RESTRICTION LINE
99
90
937.0’
AIRPORT EASEMENT LINE
5
900
955.3’
DISPOSITION
5
98
937.0’
(PENETRATION)
0
955.3’
905
900
900
TAKEOFF900
RUN AVAILABLE (TORA)
DESCRIPTION
98
1-MILE
NO.
5
1-MILE
ULTIMATE
97
1-MILE
EXISTING
5
1-MILE
LEGEND
DESCRIPTION
98
1-MILE
5
EXISTING CONVENTIONAL HANGAR
970
1/2 MILE
90
M
5
1-MILE
ULTIMATE CONVENTIONAL HANGAR
97
1/2 MILE
910
5
900
5
91
6
980
VASI
EXISTING CONVENTIONAL HANGAR
970
GPS, VOR
VASI
"AMW F 2000". SECONDARY ARP CONTROL.
L
AT AMES ARP. 29.54M Az 154^ FROM TWY EDGE. 33.80M Az 116^ FROM TWY EDGE
5
GPS
VASI
ULTIMATE CONVENTIONAL HANGAR
921.9
95
GPS, VOR
VASI
5
93^37’31.13490" W
925
GPS
VASI
91
GPS
MALSR, PAPI
0
90
APPROACH VISIBILITY MINIMUMS
89
0
5
89
ILS
VASI
900
90
90
0
GPS
MALSR
EXISTING CONVENTIONAL HANGAR
41^59’55.26182"N
7
+0.27%
AT | OF HOLD LINE. 60.70M Az 53^ EDGE RWY 13/33. STD NGS DISC STAMP
K
DISC STAMP "AMW E 2000". SECONDARY ARP CONTROL.
AJ8303
9
20:1
-0.27%
ULTIMATE CONVENTIONAL HANGAR
975
20:1
+0.31%
4
0
20:1
-0.31%
920
20:1
+0.64%
0
34:1
-0.64%
EXISTING CONVENTIONAL HANGAR
CROSS TWY TO RWY 1/19. 35.62M Az 140^ FROM EDGE PARALLEL TWY. STD NGS
RUNWAY VISIBILITY ZONE / LINE OF SIGHT
91
POLE
02
930.
0
40:1/50:1
5
34:1
+0.64%
ULTIMATE TERMINAL BUILDING
975
NPI
3
0
NPI
EXISTING CONVENTIONAL HANGAR
AT AMES ARP. 71.65M Az 320^ FROM EDGE RWY 1/19. 63.12M Az 55 FROM |
92
NPI
I
910
NPI
ILS, GPS
900
89
NPI
0
92
0
90
900
890
900
VISUAL APPROACH AIDS
0
PIR
ULTIMATE CONVENTIONAL HANGAR
941.2
920
5
0
ELECTRONIC AIDS
90
NPI
2
93^37’26.76926" W
NONE
91
90
-0.64%
TOUCHDOWN ZONE ELEVATION
5
31
40:1/50:1
PERCENT EFFECTIVE GRADIENT
91
910
13
PIR
APPROACH SURFACE SLOPE
895
31
910
900
895
APPROACH TYPE
13
EXISTING CONVENTIONAL HANGAR
41^59’13.14151 N
AIRPORT PROPERTY LINE
5
0
89
0
890
19
91
900
90
MITL
1
915
MITL
0
MITL
19
H
PUNCH MK SSTL ROD STAMP "AMW D 2000". PRIMARY ARP CONTROL.
AJ8302
90
89
MITL
1
ULTIMATE CONVENTIONAL HANGAR
OBSTACLE FREE ZONE (OFZ) OBJECT PENETRATIONS
915
90
5
0
90
TAXIWAY LIGHTING
90
35’
5
35’
5
35’
90
35’
TAXIWAY WIDTH
91
250’
910
250’
EXISTING MANUFACTURING FACILITY
1
900
400’
EXISTING HANGAR
P
EXISTING TEE HANGAR
TWY TO RW 13/31. 7.25M Az 183 FROM FIELD. 1M Az 226 FROM WITNESS POST.
915
400’
90
25
0
4400’
O
EXISTING TEE HANGAR
DESCRIPTION
AT AMES ARP. 65.90M Az 261^ FROM FE. COR. 45.50M Az 46^ FROM | PARALLEL
5
3893’
921.4
2
6101’
ELEVATION
93^37’05.65517" W
9
6101’
LONGITUDE
41^59’37.60859 N
5
92
RUNWAY OBSTACLE FREE ZONE (ROFZ) LENGTH
LATITUDE
AJ8301
EXISTING AMES HANGAR CLUB
910
500’
PID
EXISTING AMES HANGAR CLUB
905
4600’
500’
0
920
150’
4093’
800’
92
EXISTING AMES HANGAR CLUB
910
5
91
150’
7701’
800’
910
400’
7701’
RUNWAY OBJECT FREE AREA (ROFA) WIDTH
5
400’
RUNWAY OBJECT FREE AREA (ROFA) LENGTH
90
RUNWAY SAFETY AREA (RSA) WIDTH
0
RUNWAY OBSTACLE FREE ZONE (ROFZ)
WIDTH
0
4600’
910
92
4093’
5
7701’
0
7701’
905
90
0
RUNWAY SAFETY AREA (RSA) LENGTH
9
PCC
12,500 SW
905
ACC
17,000 SW
0
ACC/PCC
38,000 DW
EXISTING TEE HANGAR
F
920
A(2)
B(2)
C(2)
930
ACC/PCC
38,000 DW
90
PAVEMENT STRENGTH
E
J
ROAD
ELEV.
923.9’
9
925
905
PAVEMENT MATERIAL
90
MIRL
5
MIRL
900
MIRL
900
MIRL
910
5
RUNWAY LIGHTING
0
92
915
91
NPI
0
90
NPI
5
PIR/NPI
89
PIR/NPI
900
RUNWAY MARKINGS
ROAD
ELEV.
905.6
90
929.6’
0
929.6’
92
955.3’
925
955.3’
925
B-II
4000’x75’
POLE
68
951.
895
B-II
3491’x75’
MAXIMUM ELEVATION ABOVE MSL
W
E
M
AT
915
C-II
5701’x100’
EXISTING TEE HANGAR
5
C-II
5701’x100’
5
90
RUNWAY LENGTH x WIDTH
EXISTING FBO SHOP / STORAGE
G
POLE
6.84
POLE
33 97
952.
920
0
APPROACH CATEGORY - DESIGN GROUP
RU
N
EE
BLG
42
924.
910
0
92
TREE
10
929.
5
90
890
ULTIMATE
91
EXISTING
EXISTING FBO SHOP / STORAGE
D
92
TR
BL
TR
78
50 ULT
BLG
920 3.94
37
45
949.
POLE
93
95
G0.
IO
78
BL
926.
0’
IM
92
933. 905
50 EX
EX
N
938.
POLE
TREE
96
IS
IST
NO x10 AT
0’
64
923.
TREE
T
932.
03
IN
00 E R
N931.
NO x10 IN
G
’
G
EE
P
P
EA
0
TR
NRE x7
Z
18
SE
964.
PR 0’x RPZ
0
CI
POLE
ME
60
EC TR7
SI 0’
EE0
932.
905
NT
ON
BLG
IS929.780’
25
EX
IO
928.
N
/U
EE
TR
LT
24
UL
941.
EE
POLE
TIM
TREE
TR
68
A
37 G
71
POLE
TREE
928.
AT
955. BL
944.
TREE
93
PP
96
7.34
01
EB
934.
934.
95
7.
910
POLE
R
RL(3 93
79
O
934.
5’)
A
5
TREE
90
TREE
0
C
TREE
88
5
BLG
6.93
9
5.
66
30
94
93
H
966.
929.
POLE
910
BLG
TREE
89
SL
92
910
66
92
8.
929.
93
BLG
938.
5
O
07
910
936.
PE
EE
POLE TR
00 4.69
TREE
2
940. 95
2.91
40
5.
94
BLG
0:
93
POLE
77
97
POLE
939.
1
944.
45
EX
944.
POLE
BLG
1
58
POLE
951.5
IS
944.
POLE
72
TI TREE
925
925
968.
N931.87
TREE
TREE
POLE
BLG
G
60
53
37
48
946.
943.
959.
942.
TREE
EA905
93
TREE
9.24 0
930
86
0
93
5.
2
94
9
SE
TREE
5
62
POLE
M
TREE
91
5
979.
63
8.76
POLE
EN
942.
92
8496
3.
TREE
95
74
BLG
T
84
929.
TREE
953.
70
5
ULTIMATE
91
RUNWAY 13/31
910
EXISTING
T
T
RUNWAY 1/19
ITEM
91
0
EN
EN
RUNWAY DATA TABLE
B
C
98
93^36’58.25382" W
DATUM: US SURVEY FEET
975
41^59’26.14370" N
93^37’02.90" W
NAVD 88
DEGREES MINUTES SECONDS
EXISTING CONVENTIONAL HANGAR
0
41^59’29.76" N
93^37’34.91" W
N
97
41^59’54.67" N
93^37’34.91" W
EXISTING TERMINAL BUILDING
WGS84 COORDINATES (NAD83)
975
41^59’54.67" N
93^37’07.56" W
A
SURVEY CONTROL AND RUNWAY DOCUMENTATION
DESCRIPTION
5
41^59’51.69" N
93^37’07.56" W
I.D.
97
41^59’51.69" N
93^37’29.12" W
5
41^58’57.72" N
93^37’29.12" W
DESCRIPTION
92
41^58’57.72" N
LONGITUDE
SEM
LATITUDE
SEM
V:\pen\date.tbl
V:\print_drivers\Black_Gray\PDF_Half.plt
ULTIMATE
920
EXISTING
910
ULTIMATE
I.D.
A
GE
EXISTING
IN
IST
ULTIMATE
BUILDING IDENTIFICATION
EX
EXISTING
RUNWAY 31
A
GE
ULTIMATE
RUNWAY 13
IN
IST
EXISTING
RUNWAY 19
EX
RUNWAY END COORDINATES - NAD 83
RUNWAY 1
ANKENY, IOWA 50023
515-964-2020
ATLANTIC, IA
MARYVILLE, MO
712-243-6505
CO. BLUFFS, IA
660-582-8888
CEDAR RAPIDS, IA
712-322-3202
ST. JOSEPH, MO
319-362-9394
816-364-5222
106.0292
CK. BY:
JLS
DR. BY:
DWG. NO.
RRD
DATE:
12-2008
D-2982
SHEET
2OF 17
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1:60
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4
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IM G
LT IN
K
R
U
A
B
7
24
’
’
00
x1
0’
10
’
4
’
0
K
E
AT
M
TI
LA
NE
M
L
(3
80’x80’
’)
5
4
’
2
4
80’
24’
100’
TI
EX
L
AL
INA
MIN
RM
ER
TE
T
R
’
0
TI
NG
B
17
.
5’
12’
IS
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ACCESS CONTROL
32’
ACCESS CONTROL
AMES MUNICIPAL AIRPORT
TERMINAL AREA PLAN
ALTERNATIVE 1
RRD
EXHIBIT 4-1
APPENDIX C Federal Airport Improvement Program This page has been intentionally left blank (see attached FFY 2017 AIP) Page 17 of 26 Form 291111wd (09-15)
Ames Municipal Airport
AMW
Airport
FAA Identifier
FEDERAL AIRPORT IMPROVEMENT PROGRAM (AIP)
PRE-APPLICATION FFY 2017
CHECKLIST
Please attach the following documents with your application:
Sponsor Identification Sheet for the Airport
CIP Data Sheet (one for each project listed in the first 3 years of the CIP) and detailed cost
estimate for each data sheet.
5-year Capital Improvement Program (CIP)
Long Range Needs Assessment
Verification of an updated ALP (when applying for new construction of buildings or airfield
expansion)
Verification of completed environmental processing in accordance with NEPA.
Verification of completed land acquisition or signed purchase agreement.
Verification of pavement maintenance program (when applying for pavement preservation or
reconstruction)
If requesting Federal assistance for snow removal equipment, please include an inventory of the
existing equipment and calculations based on Chapters 4 & 5 of the Airport Winter Safety and
Operations, Advisory Circular (AC) 150/5200-30 and the Airport Snow and Ice Control Equipment,
AC 150/5220-20 showing the minimum equipment needed, along with the ACIP Data Sheet.
Include a copy of a completed FAA Snow Plow Design Spreadsheet.
If requesting Federal assistance for general aviation apron expansion, include a copy of a
completed GA Apron Design spreadsheet.
If requesting pavement reconstruction, submit an engineering report showing the need for the
reconstruction as part of the CIP justification.
For revenue-producing facilities (i.e., fueling facilities and hangars), please submit:
1) a statement that airside development needs are met or include a financial plan to fund
airside needs over the next 3 years;
2) a statement that runway approach surfaces are clear of obstructions (the FAA Airport 5010
should show at least a 20:1 clear approach), and;
3) justification for the project.
SAM (System for Award Management) registration is up-to-date. (www.sam.gov)
Please scan and e-mail with support documents identified in checklist to shane.wright@dot.iowa.gov.
Iowa Department of Transportation
Office of Aviation
800 Lincoln Way
Ames, IA 50010
Attn.: Program Manager
E-mail: shane.wright@dot.iowa.gov
FAX: 515-233-7983
515-239-1048
www.iowadot.gov/aviation
Form 291111wd (09-15)
FEDERAL AIRPORT IMPROVEMENT PROGRAM (AIP)
PRE-APPLICATION FFY 2017
AIRPORT SPONSOR IDENTIFICATION
Airport Name:
Ames Municipal Airport
Airport Sponsor Name:
Contact Person:
City of Ames, Iowa
Title: Traffic Engineer
Damion Pregitzer
Complete Mailing Address:
515 Clark Avenue
Ames
IA
50010
State
ZIP Code
City
E-mail Address:
Daytime Phone: 515-239-5275
FAX Number: 515-239-5404
dpregitzer@city.ames.ia.us
U.S. Congressional District Number:
Iowa 4th District
Please scan and e-mail with support documents identified in checklist to shane.wright@dot.iowa.gov.
Iowa Department of Transportation
Office of Aviation
800 Lincoln Way
Ames, IA 50010
Attn.: Program Manager
E-mail: shane.wright@dot.iowa.gov
FAX: 515-233-7983
515-239-1048
www.iowadot.gov/aviation
Form 291112 (10-15)
Telephone: 515-239-5275
Ames Municipal Airport
dpregitzer@city.ames.ia.us
Damion Pregitzer
12/8/2015
October 2015
FY 2017
Masterplan
FY 2018
FY 2019
FY 2020
149,400.00
16,600.00
166,000.00
Electrical Vault & Terminal Demolition
356,400.00
39,600.00
396,000.00
Runway Justification Report
14,000.00
14,000.00
Environmental Assessment
90,000.00
10,000.00
100,000.00
FY 2021
Form 291113 (09-14)
AIRPORT LONG RANGE NEEDS ASSESSMENT
FFY 2021 – FFY 2025
Airport Name:
Ames Municipal Airport
Description of Project
(include estimated Fiscal Year)
Funding
Source
Total
Estimated Cost
Runway 01/19 - 2000' Extension Land Acquisition (2022)
Federal: 90%
State:
Local: 10%
Total: 100%
$ 2,148,300.00
$
$ 238,700.00
$ 2,387,000.00
Runway 01/19 Extension Design & Grading (2023)
Federal: 90%
State:
Local: 10%
Total: 100%
$ 1,759,320.00
$
$ 195,480.00
$ 1,954,800.00
Road Relocation for Runway 01/19 Extension (2024)
Federal: 90%
State:
Local: 10%
Total: 100%
$ 1,285,740.00
$
$ 142,860.00
$ 1,428,600.00
Runway 01/19 - 2000' Extension Paving (2025)
Federal: 90%
State:
Local: 10%
Total: 100%
$ 3,928,500.00
$
$ 436,500.00
$ 4,365,000.00
Federal:
State:
Local:
Total:
$
$
$
$
Federal:
State:
Local:
Total:
$
$
$
$
CIP DATA SHEET
AIRPORT
Ames Municipal Airport
PROJECT
DESCRIPTIO
N
Masterplan
LOCID
AMW
LOCAL PRIORITY
1
Identify FFY that you
desire to construct
FFY 17
(FFY: Oct. 1-Sept. 30)
SKETCH:
JUSTIFICATION:
The current masterplan is nearing full buildout. In order to continue to grow and expand the Ames Municipal Airport
need to complete a new masterplan and ALP in order to continue to meet the goals of a growing community.
COST ESTIMATE: (Attach detailed cost estimate)
Federal(90%) $149,400.00
State $0
SPONSOR’S VERIFICATION:
For each and every project
as applicable
FAA USE ONLY
Date
12/2008
9/10/2012
FAA Verification: (initial/date)
Local (10%)
$16,600.00
Total
$166,000.00
(see instruction sheet or point mouse over each date box for more information)
- Date of approved ALP with project shown
- Date of environmental determination (ROD, FONSI, CE), or
cite CE paragraph # (307-312) in Order 1050.1E
- Date of land acquisition or signed purchase agreement
- Date of pavement maintenance program
- Snow removal equipment inventory & sizing worksheet (for SRE acquisition)
- Apron sizing worksheet (for apron projects)
Revenue producing facilities (for fuel farms, hangers, etc.)
- Date statement submitted for completed airside development
- Date statement submitted for runway approaches are clear of obstructions
SPONSOR’S SIGNATURE:
DATE:
PRINTED NAME: Damion Pregitzer TITLE: Traffic Engineer
PHONE NUMBER: 515-239-5275
FAA USE ONLY
PREAPP NUMBER
GRANT NUMBER
NPIAS CODE
WORK CODE
FAA PRIORITY
FEDERAL $
MASTERPLAN
No.
1
ITEM
MASTERPLAN
QTY
1
UNIT
LS
$
UNIT PRICE
166,000.00
MASTERPLAN
$
$
TOTAL
166,000.00
166,000.00
Federal 90% State
$
149,400.00 $
$
149,400.00 $
0%
-
$
$
Local
10%
16,600.00
16,600.00
CIP DATA SHEET
AIRPORT
Ames Municipal Airport
LOCID
PROJECT
DESCRIPTIO
N
Electrical Vault & Existing Terminal Demo
AMW
LOCAL PRIORITY
2
Identify FFY that you
desire to construct
2019
(FFY: Oct. 1-Sept. 30)
SKETCH:
JUSTIFICATION:
With the construction of a new terminal building in 2015-2016 the existing terminal buidling is not longer needed
expect to house the existing electrical vault in the basement. This project will relocate the electrical equipment to a
new vault building and
COST ESTIMATE: (Attach detailed cost estimate)
Federal(90%) $356,400.00
State $0
SPONSOR’S VERIFICATION:
For each and every project
as applicable
FAA USE ONLY
Date
12/2008
Required
9/10/12
FAA Verification: (initial/date)
Local (10%)
$39,600.00
Total
$396,000.00
(see instruction sheet or point mouse over each date box for more information)
- Date of approved ALP with project shown
- Date of environmental determination (ROD, FONSI, CE), or
cite CE paragraph # (307-312) in Order 1050.1E
- Date of land acquisition or signed purchase agreement
- Date of pavement maintenance program
- Snow removal equipment inventory & sizing worksheet (for SRE acquisition)
- Apron sizing worksheet (for apron projects)
Revenue producing facilities (for fuel farms, hangers, etc.)
- Date statement submitted for completed airside development
- Date statement submitted for runway approaches are clear of obstructions
SPONSOR’S SIGNATURE:
DATE:
PRINTED NAME: Damion Pregitzer TITLE: Traffic Engineer
PHONE NUMBER: 515-239-5275
FAA USE ONLY
PREAPP NUMBER
GRANT NUMBER
NPIAS CODE
WORK CODE
FAA PRIORITY
FEDERAL $
ELECTRICAL VAULT & TERMINAL DEMOLITION
No.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
ITEM
QTY
UNIT
MOBILIZATION
TRENCHING
NO. 8 AWG L824C CABLE, INSTALLED IN DUCT BANK OR CONDUIT
NO. 6 AWG 600V CABLE, INSTALLED IN DUCT BANK OR CONDUIT
NO. 8 AWG 600V CABLE, INSTALLED IN DUCT BANK OR CONDUIT
AIRPORT VAULT, 11'x16', COMPLETE
INSTALLATION OF VAULT EQUIPMENT, COMPLETE, IN PLACE
L-828 CONSTANT CURRENT REGULATOR, 10KW, COMPLETE, IN PLACE
L-828 CONSTANT CURRENT REGULATOR, 7.5KW, COMPLETE, IN PLACE
INSTALL EXISTING 25KW REGULATOR, COMPLETED, IN PLACE
CONDUIT, 2" PVC, IN TRENCH
CONDUIT, 4" PVC, IN TRENCH
DUCT BANK, CONCRETE ENCASED, WITH (6) 3" CONDUITS & (4) 2"
CONDUITS
REMOVAL OF TERMINAL BUILDING
1
485
2524
160
336
1
1
1
2
1
358
150
LF
LF
LF
LF
LF
LS
LS
EA
EA
EA
LF
LF
52
1
LF
LS
UNIT PRICE
$
43,800.00
$
5.50
$
1.65
$
1.95
$
1.55
$
110,000.00
$
33,000.00
$
14,300.00
$
12,100.00
$
11,000.00
$
12.10
$
15.40
$
$
$
$
$
$
$
$
$
$
$
$
TOTAL
43,800.00
2,667.50
4,164.60
312.00
520.80
110,000.00
33,000.00
14,300.00
24,200.00
11,000.00
4,331.80
2,310.00
$
192.50
$
$
75,000.00
Subtotal
$
$
$
$
26,849.34
33,561.67
$
396,000.00
PROJECT DEVELOPMENT / SCOPING
DESIGN ENGINEERING (8%)
CONSTRUCTION ENGINEERING (10%)
GRANT ADMINISTRATION
DISADVANTAGED BUSINESS ENTERPRISE (DBE) PLAN
ENVIRONMENTAL CATEX
ESTIMATED CITY ADMINISTRATION
ELECTRICAL VAULT & TERMINAL DEMOLITION
Federal 90%
$
39,420.00
$
2,400.75
$
3,748.14
$
280.80
$
468.72
$
99,000.00
$
29,700.00
$
12,870.00
$
21,780.00
$
9,900.00
$
3,898.62
$
2,079.00
State
$
$
$
$
$
$
$
$
$
$
$
$
0%
-
$
$
$
$
$
$
$
$
$
$
$
$
10,010.00
$
9,009.00
75,000.00
335,616.70
$
$
67,500.00
302,055.03
$
$
$
$
$
$
$
$
Local
10%
4,380.00
266.75
416.46
31.20
52.08
11,000.00
3,300.00
1,430.00
2,420.00
1,100.00
433.18
231.00
$
-
$
1,001.00
$
$
-
$
$
7,500.00
33,561.67
24,164.40
30,205.50
-
$
$
$
$
$
$
$
-
$
$
$
$
$
$
$
2,684.93
3,356.17
-
356,400.00
$
-
$
39,600.00
APPENDIX D: CITY OF AMES EXCELLENCE THROUGH PEOPLE VALUES Continuous Improvement:
Commit to ongoing evaluation of our systems and processes, and implement changes that enhance the achievement of the
two ETP goals.
Creativity and Innovation:
Enhance the delivery of our services by being creative (build it new) or innovative (borrow it from another source) to improve our
systems and processes.
Customer Driven:
Challenge ourselves, even when there are competing interests, to exceed customer expectations and maximize their
satisfaction. Seek input through open communication with customers and others who may be affected to understand their point
of view.
Data Driven:
Collect and analyze relevant factual information to develop unbiased options resulting in effective recommendations /
decisions.
Employee Involvement:
Engage those who are closest to the work, or most affected by the outcome, to obtain their input, knowledge, and ideas; and to
share decisions or conclusions with those impacted. All employees have a responsibility to provide this input.
Excellence:
Commit to going beyond the ordinary and using our abilities and opportunities to their fullest; a sense of striving rather than
settling.
Fiscal Stewardship:
Procure products and services at the best price without compromising quality. Demonstrate responsible management of
resources entrusted to our care and utilize time wisely.
Honesty and Integrity:
Be truthful. Do what is right and seek guidance when the right thing is not clear. Demonstrate the highest ethical standards even
when no one will ever know, and policies and laws don’t require it.
Leadership:
Expect all employees to influence the perceptions, attitudes, and behaviors of others in a positive direction to accomplish City
work goals.
Positive Attitude:
Make a personal choice to emphasize constructive ideas, thoughts, and actions; overcome problems, find the opportunities in
every situation, and look on the bright side of your work life.
Respect One Another:
Demonstrate considerate and courteous behavior; seek to understand the ideas, opinions, and thoughts of others while
maintaining appreciation for the individual.
Safety & Wellness:
Uphold a commitment to the physical and emotional well-being of ourselves, our coworkers, and our customers.
Teamwork:
Collaborate with others, bringing together different talents, skills, and knowledge to best accomplish our work.
Page 26 of 26