Build KCI · Construction is vital to our communities. As such, the . KCI New Terminal project, and numerous construction projects being built by other contractors across Kansas City,

May 6, 2020

KANSAS CITY INTERNATIONAL AIRPORTNEW TERMINAL PROJECT

March 2020 Monthly Report

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2,374FOUNDATION PILES DRILLED151KC METRO AREA

FIRMS ENGAGED

PEOPLE HAVE COMPLETED JOBSITE SAFETY TRAINING1,739 87 KCMO-CERTIFIED

M/WBE FIRMS ENGAGED

PROJECT UPDATE BY THE NUMBERS

Pictured below: New Terminal construction progress as of March 31, 2020.

*As of March 31, 2020

Edgemoor March Monthly Report | 1Kansas City International Airport New Terminal Project

Construction is vital to our communities. As such, the KCI New Terminal project, and numerous construction projects being built by other contractors across Kansas City, have been deemed essential infrastructure by the City of Kansas City, Missouri government (Order 20-01) and are continuing to safely operate in accordance with local health guidelines while a Stay-at-Home order is in effect. Protecting our workforce and enabling our trade partners to put their crews to work in a safe, controlled, and healthy environment is paramount. Given the current guidance from national industry and health authorities, such as the Occupational Safety and Health Association (OSHA) and Centers for Disease Control (CDC), as well as local health agencies, it is safe to keep our jobsite and project office open so long as we follow proper protocols for physical distancing, hand hygiene, and cleaning work areas.

The Edgemoor Team is taking every precaution to minimize the risk of infection on the New Terminal jobsite and has implemented these and other preventative strategies as part of our overall COVID-19 management plan:

1. Reinforce the importance of physical/social distancing, hand hygiene, and respiratory etiquette with the workforce, including:

• Frequent hand washing

• Avoiding touching nose, mouth, and eyes

• Avoiding handshaking or other close contact

• Covering mouth and nose with a tissue or elbow when coughing or sneezing

• Maintaining a safe, 6-foot distance from others

2. Educate workforce on the symptoms of COVID-19

3. Require individuals who are sick to stay home

4. Encourage high-risk individuals to stay home

5. Perform cleaning of frequently touched surfaces, portable toilets, and shared tools on the site

6. Implement measures for physical/social distancing including spreading out work as much as possible, deploying a rotational telework plan for management staff, and encouraging workforce to minimize close contact (within 6 feet of others) to the greatest extent possible

7. Immediate notification to Edgemoor / CWC leadership task force is required if anyone on the project has:

• Tested positive for COVID-19

• Had close contact with someone known to have tested positive for COVID-19

Protocols have been established in accordance with CDC and OSHA recommendations to address a confirmed case of COVID-19 on the jobsite or in the office, including isolating the individual, investigating and informing those who may be impacted, and disinfecting impacted areas.

This situation is ever-evolving and we are actively monitoring new developments. The Edgemoor Team remains fully committed to operating in accordance with the guidelines set forth by national industry and health authorities and local health agencies.

COVID-19 RESPONSE

Pictured above: A worker on the jobsite wearing a face covering in response to COVID-19.

Pictured above: Signage on the jobsite reminding workers to remain at least six feet apart per CDC guidelines.


PROJECT BUDGET

Nearly sixteen percent (16%) of Edgemoor’s project budget has been spent as of March 31, 2020. The Total Project Cost of $1.5 Billion includes Edgemoor’s Revised Guaranteed Maximum Price (GMP) of $1.357 Billion. The Final GMP submitted by the Edgemoor Team on April 2 is currently under review by the Kansas City Aviation Department and their Owner’s Representative, Paslay Management Group (PMG).

EDGEMOOR CONTRACT VALUE

$1.357B$214.8M (16%)

SPENT TO

DATE

PROJECT SCHEDULE

Schedule Critical Path: As of the end of March, the next item on the schedule critical path is completion of the auger cast pile drilling by April 24, 2020.

Weather Days: During the month of March, Clark | Weitz | Clarkson (CWC) used six (6) of the Terminal schedule’s weather days due to rain that delayed work site-wide and specific activities related to concrete placement in the headhouse. Thirty-six (36) of 60 total weather days remain in the schedule.

UPCOMING MILESTONES

Pictured below: Graphic of numbered buildings in the New Terminal, identified for construction sequencing.

• Parking garage construction starts

SUMMER ‘20

• Terminal steel erection starts

• Passenger traffic moves to eastern access roadways

SPRING ‘20

• New Terminal opensMARCH ‘23

• Terminal precast & roofing starts

FALL ‘20

DEVELOPER PLEDGE

The graphs below illustrate the progress toward project goals of creating opportunities for minority and women-owned business and of inclusive workforce participation.

All data is through March 31, 2020, and the source is the City’s B2GNow reporting system.

There are a total of 188 subcontractors and sub-consultants engaged on the project by Edgemoor and CWC. Of these companies, 151 are based in the Kansas City Metro Area and 87 are KCMO-certified M/WBE firms. Through March, 295,587 workforce hours–roughly 5% of the expected 5.9 Million total hours–have been logged on the project.

WORKFORCE PARTICIPATION

GOAL2.75%

GOAL20.00%

MINORITIES18.25%

WOMEN4.70%

CONSTRUCTION SREVICES

16.42% MBE

M/WBE SUBCONTRACTOR PARTICIPATION

GOAL20.00%

12.88% WBE

PROFSSIONAL SERVICES GOAL

15.00%10.10% WBE

20.29% MBE

GOAL20.00%

GOAL15.00%

Pictured: United Rentals equipment yard adjacent to the Logistics Trailer Complex. As part of the TWEP Supplier Support Program,

all rentals are at project-wide rates, negotiated by CWC.

Pictured above: 32 KC SPP graduated on March 5.

Pictured above: The second Workforce Training Program class.

During March the project team:

• Held its second Workforce Training Program Class. Sixteen participants were sponsored by eight subcontractors on the project. The class began on March 9. Due to COVID-19 restrictions, the remaining two weeks of class were canceled; however, all participants received stipends as if they had completed the entire program. Graduation was not held. All trainees became apprentices with their unions and began work for their subcontractors by April 3, 2020. The third class is scheduled to begin in July, although timing will be depend on COVID-19 and associated restrictions in place at that time.

• Graduated its third Strategic Partnership Program class. Thirty-two MBE/WBE/SLBE/SDVOSB/VOSB businesses participated in the third KC Strategic Partnership Program. Capstone Project Presentations were held on February 13. Graduation was held on March 5. To date, there are a total of 12 KC SPP graduated firms that have been awarded contracts on the project. The fourth KC Strategic Partnership Program class will begin on September 10.

• Continues to offer extended childcare hours. Four out of five childcare center partners have continued to operate in light of COVID-19. All workers were reminded of the extended childcare hours program, which could be used to accommodate childcare constraints due to school closures.

• Continues to offer bus passes to all workers seeking to utilize the KCATA 529 KCI Limited Express route. Due to COVID-19 restrictions, the KCATA has begun offering free ridership to all patrons in the Kansas City area. Ridership data acquired from the KCATA shows 27 passes issued, a total of nine active riders, and a total of 142 trips made. Due to low ridership on the route, alternative transportation options are currently being discussed to support those workers that heavily rely on the route for transportation to and from the work site. The current pickup/drop off location for the 529 KCI Limited Express is at 12th and Charlotte in downtown Kansas City.

• Interviewed candidates for the Ombudsman job listing. Nineteen resumes were submitted in response to the job listing. Interested applicants were firms and individuals. Phone interviews were conducted with all nineteen applicants, which resulted in five applicants being viewed as qualified candidates. Video conference

TERMINAL WORKFORCE ENHANCEMENT PROGRAMS (TWEP)

interviews with the top candidates are currently being conducted. It is anticipated that an offer will be made the week of April 27.

• Continues to see a thriving On-Site Health Care Program. Since 2019, Mobile Medical Corporation has provided full-time Emergency Medical Technician/Paramedic services during all project work hours. The firm has participated in Monthly Safety Stand Downs, provided educational materials to employees, and assisted in safety orientation by addressing topics such as emergency response and COVID-19. To date, there have been 14 work-related visits and 27 wellness visits by project workers.

• Continues to see a thriving Supplier Support Program. Intended to leverage CWC’s purchasing power to enable MBE/WBE/SDVOSB/SLBE/VOSB firms to more effectively complete for work on the project, this program allows those firms to rent or purchase equipment at pre-negotiated rates. There have been six M/WBE firms that have taken advantage of this program.


As of March 31, 2020, the value of executed subcontracts was approximately $614 million or 63%* of total anticipated subcontracted work. The Appendix E Procurement Log presents a summary of awarded, under review, and current procurement packages.

PROJECT PROCUREMENT

During March, the design-build team delivered the 100% Terminal Design Development, 60% Parking Garage, and 100% Landside and Airside Civil packages.

PROJECT DESIGN

$81M

$901M

PROFESSIONAL SERVICES92%

CONSTRUCTION SERVICES60%

AWARDED CONTRACTS AS %

OF TOTAL BUDGET

TERMINAL DESIGN PHASES

Program Validation

Concept Design

Schematic Design

Design Development

Construction Documents

30%0% 60% 90% 100%

BUDGET FOR SUBCONTRACTED WORK

CONSTRUCTION SERVICES

$901M

PROFESSIONAL SERVICES

$81M

TOTAL BUDGET$982M

*In the February 2020 report, the value of executed subcontracts was incorrectly reported as $681 million. The correct value of executed subcontracts for February 2020 was $613 million. In addition, awarded contracts as a percentage of total budget for Construction Services should have been reported in February as 60% rather than 55%.


PROCUREMENT OPPORTUNITIES

RFP’s to be issued in June –

• Drywall, Framing, and Ceilings

• Rough Carpentry

• Doors, Frames, and Hardware

• Loading Dock Equipment

UPCOMING OPPORTUNITIES:

BIDS UNDER REVIEW:• Airside Civil

• Systems Integration

• Fire Protection (Sprinklers)

• Metal Stairs

• Roofing

• Overhead Coiling Doors

• Spray Fireproofing

• BIM - FM (Building Information Model to Facilities Management)

• Landside Parking Lots

• Masonry

• Louvers (Furnish Only)

• Joint Sealants & Air Barrier

• Misc. Metals

During March, construction activities included continuing slab on grade concrete placement at the south end of Concourse B and beginning slab on grade placement at the north end of Concourse A. Slab on Grade concrete placement continued at the south end of Concourse B.

Demolition:

• Crushing of the Terminal A concrete is complete• Bridge abutment removal is occurring along with

utility corridor excavation. Upon completion of the abutment removal, the demolition scope will be complete

Airside Civil:

• Storm and sanitary sewer lines are being installed under connector Buildings 7 and 8

• Pavement is being removed around the New Terminal footprint to allow for utility excavations

• Construction of a new Ground Service Equipment (GSE) fueling tank near Terminal C is ongoing

Landside Civil:• Construction of the eastern access roadways is

ongoing. These roadways are scheduled to be activated for the traveling public at the end of April

• New access to the FAA and Police parking lot will be completed after the eastern access roadways switchover

• Chilled water line relocation work is complete

• Installation of relocated electrical and data duct banks is ongoing

• Evergy installation of electrical service lines ongoing

• Construction of the new waterline will begin when signed drawings are received from the Water Services Department

New Terminal:

• Auger cast foundation pile placement for the New Terminal and elevated roadway is nearing completion with 2,374 of 2,724 total piles installed

• Foundation concrete, and MEP work across Concourses A and B and in selected parts of the headhouse (Buildings 10A-12A) is ongoing

• Slab on grade concrete placement in Buildings 1, 2, 13 and 14 is ongoing

• Crews are backfilling New Terminal foundation walls to provide a working pad for steel erection

• Steel erection is scheduled to begin on April 6

Pictured above: Crew smoothing concrete on new eastern access roadways. This photo was taken before COVID-19 protocols went into effect.

PROJECT CONSTRUCTION

Pictured above: Data and electrical conduit at the south end of Concourse A.

Pictured above: Preparation for slab on grade placement. This photo was taken before COVID-19 protocols went into effect.


No significant corrective action was taken or proposed during the month of March, and there are no material disputes with respect to the work.

Below are current items the team is tracking closely and that require attention from all stakeholders. Each issue includes a description of steps the project team is taking to mitigate impacts that could occur as a result of these issues. We will provide updates on all items noted in the monthly reports until each is noted as resolved.

COVID-19March Update: As described earlier in this report, the Edgemoor Team is taking every precaution to minimizethe risk of infection on the New Terminal jobsite and has implemented a COVID-19 management plan. In coordination with the unions, CWC will implement a 4-day per week construction schedule, starting on April 13. As of March 31, 2020, CWC had received direct notice from one of its subcontractors, Schindler Elevator Corporation, that there was an impact to their supply chain for moving walkway procurement. This impact led to an additional three weeks of material lead-times. Any impacts to project costs or schedule as a result of COVID-19 will be tracked and reported to KCAD. Any impacts to time/cost/schedule/delays will be addressed in accordance with the Development Agreement, inclusive of any subsequent amendments thereto, if any.

POTENTIAL CONTAMINATED SOILSAugust 2019-February 2020: While removing pavement in the New Terminal footprint, workers noted a strong fuel odor in the vicinity of the existing aviation fuel line. Testing of soil samples from the area detected very low levels of contaminants in the soil. These levels are below the State’s Default Target Levels (DTL), and, as such, the soil may remain where it is. The team has established monitoring and storage protocols for any potentially contaminated soils and water in coordination with KCAD and in accordance with KCMO and Missouri Department of Natural Resources (MDNR) requirements. This item will remain on the list until below-grade excavation activities are complete and final test results from any soils or water, segregated due to potential contamination, have been received.

March Update: Contaminated soil continues to be encountered around the fuel lines that are being removed, and the soil is being tested and triaged with the intent of reusing the material on site. No contaminated soil or water has reached levels of contamination that would require disposal off-site, and monitoring is ongoing.

ITEMS WE ARE TRACKING

Pictured: Signage on the jobsite reminding workers of COVID-19 guidelines.

KANSAS CITY AVIATION DEPARTMENT AND AIRLINE PARTNERSDuring March, the team conducted previews of the 100% Design Development and 60% Parking Garage designs to kick-off the stakeholder reviews of these packages. In smaller group meetings, among many design topics reaching conclusion, the team worked to finalize plans for severe weather shelters within the New Terminal. The team held a review of the draft Final GMP documents with KCAD and the Airlines on April 2.

FEDERAL AGENCIES (FAA, CBP, TSA)The Edgemoor Team is working closely with several Federal agencies on New Terminal design and construction activities:

FAA: The team is making progress on the redesign of the North Courtyard, which is the site selected by the EA Mitigation Commission to commemorate the 1971-present airport terminal system. The next quarterly update meeting with the FAA will be held on April 9.

TSA: The team continues to work through TSA’s design review process for the BHS, Security Screening Check-Point (SSCP), and leasable and non-leasable TSA spaces in the New Terminal.

CBP: The team is responding to comments from CBP on the 30% design package and preparing for the next design submission.

MUNICIPAL ARTS COMMISSION (MAC)On March 3, design team members from SOM and BNIM, the firms responsible for the Terminal and Parking Garage designs, respectively, presented to the Project Advisory Artists, sharing the overall project design and highlighting public art locations for their consideration. The Executive Working Group quickly retooled plans for public outreach meetings during March and prepared an online presentation and survey. The survey invites public feedback on art in the New Terminal and will be available April 6-20.

AIRPORT USERSThe switch to the New Terminal eastern access roadways will occur at the end of April, and KCAD is planning media outreach to notify and explain this change to airport users.

PROJECT WORKFORCECWC held its monthly Safety Stand Down on March 4, but Safety Stand Downs have since been discontinued due to COVID-19. As of the end of March, 1,739 people have completed safety orientation. CWC is working diligently with subcontractors to maintain a safe and healthy job site.

COMMUNITY OUTREACHOn March 18, the Edgemoor Team joined KCAD and PMG to provide a project update to the City Council Transportation, Infrastructure & Operations Committee.

Also during March, in response to the closing of schools and many businesses as a result of COVID-19, the Edgemoor Team hosted a food and household supply drive to support the Morningstar Youth & Family Life Center in Kansas City, MO. Morningstar generously provides free resources to the surrounding community through tutoring, food, clothing, job skills training, and counseling.

Edgemoor’s Quarterly Project Update is issued to the community via email and at kci-edgemoor.com. Click the hyperlink above to view the Spring 2020 update. The team also provides updates on Twitter and Facebook @kciedgemoor.

STAKEHOLDER COMMUNICATIONS

Pictured above: The Edgemoor Team gathered food and household supplies for Morningstar Youth & Family Life Center to help community members effected by COVID-19.


https://www.kci-edgemoor.com/projectupdates

PROJECT GOVERNANCE

During March, the Project Management Committee (PMC) and Steering Committee (SC) reviewed and approved the following costs:

• Addition of security exit control devices on the Arrivals level (use of Design Evolution Contingency)

• Mechanical and Plumbing procurement (use of Design Evolution Contingency)

• Reroute of a portion of an existing stormwater box culvert (use of Design Evolution Contingency)

• Increase size of replacement water main from 12” to 16” diameter (use of Design Evolution Contingency)

• Redesign of the North Courtyard to comply with EA Mitigation Commission scope (use of Owner Contingency)

• Point-to-point hearing induction units for assistance to hearing impaired travelers (use of Owner Contingency)

• Various smaller-scale items for which PMC and SC approved the use of Design Evolution or Owner Contingency

The PMC provides direction on major decisions for the project and is composed of one representative each from KCAD, Edgemoor and the airlines:

• KCAD: David Long, Deputy Director

• Edgemoor: Geoff Stricker, Senior Managing Director

• Airlines: William Manning, Airline Technical Representative

The SC oversees the PMC and is required to approve PMC decisions regarding issues that materially affect airline operations, project schedule, or project scope, or that affect the payments required of the airlines under the Airline Use and Lease Agreement. The SC is composed of one Airline Representative and the Director of the Kansas City Aviation Department.

• Airlines: Kyle O’Neal, Southwest Airlines

• KCAD: Pat Klein, Director

Pictured: View of concrete columns in what will be the lower level of the New Terminal headhouse.

TEAM MEMBER PROFILE

Your background is impressive with multiple degrees and 18 years of experience building a national reputation in education and nonprofit development. How did you end up in construction and how does your experience apply to TWEP.

This program is basically my career come-full-circle. It is the perfect blend of my background in charter school development, nonprofit development, and economic and financial education. I’ve worked with major private foundations established by America’s most entrepreneurial families (Waltons and Kauffmans) to build charter schools in Little Rock and Kansas City, and have worked with the Cray Foundation to further expand my career in the entrepreneurship, and economic and financial education sectors. I was an educator who saw education through a business lens, and I developed a national reputation in that arena.

I was working on my EMBA at Rockhurst in 2017 when I heard publicity about plans at KCI and how it could open up opportunities for minority and women-owned businesses. With the encouragement of a dear friend, I considered starting a new business for myself in the construction arena, and I wanted to learn the industry. I started my own company, Rhys Ivy, a name which represents my daughter’s middle name, Rhys; Ivy is the Greek symbol for wealth. It was time to learn the vernacular of construction, so I became a member of the second graduating class of the KC Strategic Partnership Program in 2018. It was a valuable crash course on the construction industry.

3 Questions with Latoya Goree, Executive DirectorCompany: Clark | Weitz | ClarksonProject Scope: Terminal Workforce Enhancement Programs

In my new role, I am putting my past experience to work. I was skilled at running multiple organizations at once. When this opportunity came up two and a half months ago, I didn’t skip a beat. I left my prior job on a Friday and started on Monday as Executive Director of TWEP. Since the very beginning, I felt very supported by Edgemoor and CWC – we understand each other’s vision for TWEP.

What is your vision for TWEP?

The TWEP agreement that Edgemoor developed for the New Terminal at KCI is, among so many other things, supportive of small businesses by providing financial opportunities through low-interest loans and helping smaller construction companies with bonding support. The agreement helps the workforce with transportation and childcare, as well as training and long-term career development.

When I moved to Kansas City in 2010 to open the Ewing Marion Kauffman School, my personal philosophy was that hard work, dedication, and a sense of urgency are the driving forces behind success, and your socioeconomic background does not determine your destiny. On opening day of the New Terminal at KCI, I hope to see the smiling faces of small business owners–minorities, women and veterans–who have strengthened their businesses by taking full advantage of as many of the 15 Terminal Workforce Enhancement Programs as were available to them and are there to celebrate their own company’s success.

With the COVID-19 challenges, how has your work been impacted?

The New Terminal project is moving ahead, and work has not stopped. Edgemoor and CWC have done a great job of implementing measures to keep our workers safe. In the case of the Workforce Training program, which had just begun its second class and was one week into the training during the onset of COVID-19 in KCMO, the guest instructors were not going to be available during the quarantine period. Even though we had to cancel the remaining classes, all of our trainees were designated as apprentices with their unions and began work with their new employers as planned.


ACRONYMS & DEFINITIONS

BHS Baggage Handling System

CBP Customs and Border Protection

CWC Clark | Weitz | Clarkson, A Joint Venture (Project Design-Builder)

DTL Default Target Levels

FAA Federal Aviation Administration

GMP Guaranteed Maximum Price

GSE Ground Service Equipment

ICS Individual Carrier System (type of BHS)

KCAD Kansas City Aviation Department

KCATA Kansas City Area Transportation Authority

KCI Kansas City International Airport

KCMO Kansas City, Missouri

MAC Municipal Arts Commission

MBE Minority-Owned Business Enterprise

MCI Airport Code for KCI Airport (Mid-Continent International)

MDNR Missouri Department of Natural Resources

PMC Project Management Committee

PMG Paslay Management Group (Owner’s Representative)

RFP Request for Proposals

SC Steering Committee

SD Schematic Design

SOM Skidmore, Owings & Merrill LLP (Project Lead Designer)

SSCP Security Screening Check-Point

TSA Transportation Security Administration

TWEP Terminal Workforce Enhancement Programs

VSR Vehicle Road Service

WBE Woman-Owned Business Enterprise

Appendix A


STORED MATERIALS

The Pay Application for the period through March 31, 2020 included a cumulative gross value of $12,529,511 in stored materials located at the steel subcontractor fabrication plant. The request was accompanied by all documentation required for stored materials.

Appendix B


SUBMITTALS LOG

Appendix C

KCI Outstanding Submittal Item Report Update (Owner)

Number Coordinator Description Type Date Sent Due DateDays in

Review

O-010001-058 Tammy HoushC-0139 - Concurrence Request - Aviation Fuel

Above Ground Manifold at ConnectorConcurrence 1/17/2020 1/31/2020 70

O-010001-101 Tammy HoushC-0184 Concurrence Request - Apron Pavement

Removal for Airside UtilitiesConcurrence 2/14/2020 2/28/2020 42

O-010001-067 Tammy HoushC-0144 Concurrence Request - RFI O-0134 CUP

Water Infiltration Through Existing Lighting ConduitsConcurrence 2/24/2020 3/9/2020 32

O-010001-081 Tammy HoushC-0133 Concurrence Request for Trade Parking

Lot ImprovementsConcurrence 2/25/2020 3/10/2020 31

O-010001-089 Tammy HoushC-0174 - Concurrence Request - G2A - RMC

Temporary Water Main RerouteConcurrence 2/25/2020 3/10/2020 31

O-010001-097 Tammy HoushC-0189.1 Concurrence Request - Gas Line Crimp,

Tie in, and Cut and CapConcurrence 2/25/2020 3/10/2020 31

O-010001-098 Tammy HoushC-0190 Concurrence Request - KCI Landside RCB

InstallationConcurrence 2/25/2020 3/10/2020 31

O-013100-027 Greg KingProcurement Garage Glazing Package RFP Docs

- Add’n 1Procurement 2/25/2020 3/10/2020 31

O-010001-106 Tammy HoushC-0199 Concurrence Request - KCAD-FD

0002 Replacement of Existing 400A-480/277V Panelboard

Concurrence 2/28/2020 3/13/2020 28

O-010001-083 Tammy HoushC-0167 Concurrence Request - Excavate and Haul

Excess Material to Apron StockpileConcurrence 3/2/2020 3/16/2020 25

O-013100-029 Greg KingProcurement Garage Glazing Package RFP Doc -

Add’n 2Procurement 3/2/2020 3/16/2020 25

O-010001-099 Tammy HoushC-0192 Concurrence Request - G2A - RMC -

Pothole for Existing Utilities Along Bonn Cir.Concurrence 3/3/2020 3/17/2020 24

O-010001-105 Tammy HoushC-0196 Concurrence Request - Procure Street

Light Pole Anchor Bolts - Group 2B, 3, & 4Concurrence 3/3/2020 3/17/2020 24

O-010001-125 Tammy HoushC-0219 Concurrence Request - Parking Garage -

Glass & Glazing ProcurementConcurrence 3/10/2020 3/24/2020 17

O-010001-102 Tammy HoushC-0111 Concurrence Request - CWC Office

Janitorial Cleaning ServicesConcurrence 3/11/2020 3/25/2020 16

O-013200-011 Tammy Housh Submittal Log - Garage Information Only 3/12/2020 3/26/2020 15

O-220529-001 Komal Patel Terminal- Plumbing Hanger & Support Product Data Product Data 3/12/2020 3/26/2020 15

O-221300-005 Komal PatelTerminal - CUP Boiler Floor Drain FD-11 Product

DataProduct Data 3/12/2020 3/26/2020 15

O-235213-001 Komal Patel Terminal- MP- Electric Boiler Product Data Product Data 3/12/2020 3/26/2020 15

O-010001-137 Tammy HoushC-0230 Concurrence Request - Entire Parking

Garage ProcurementConcurrence 3/18/2020 4/1/2020 9

O-010001-066 Tammy HoushC-0142 Concurrence Request - Remove 20,000

Gal UST / GSE Fuel TankConcurrence 3/24/2020 4/7/2020 3

O-010001-071 Tammy HoushC-0148 Concurrence Request For Expenditure:

200 LF 8” Natural Gas Line Extension & Cut & Cap 10” Line

Concurrence 3/24/2020 4/7/2020 3

O-010001-110 Tammy Housh

C-0202 Concurrence Request - Additional Pavement Between Bridge Approach Slabs and Limits of Roundabout Construction at Terminal B

and Terminal C

Concurrence 3/24/2020 4/7/2020 3


SUBMITTALS LOG (CONT.)

Appendix C

KCI Outstanding Submittal Item Report Update (Owner) (cont.)

*Data from March 27, 2020.Submittal Responses Pending:0-14 Days: 27 15-30 Days: 11 30+ Days: 9

Number Coordinator Description Type Date Sent Due DateDays in

Review

O-010001-111 Tammy HoushC-0203 Concurrence Request - – Group 2B

Temporary FAA Access Rock Shoulder for WB-67 Off-Tracking

Concurrence 3/24/2020 4/7/2020 3

O-010001-112 Tammy HoushC-0205 Concurrence Request - Group 2B IFC

True UpConcurrence 3/24/2020 4/7/2020 3

O-010001-113 Tammy HoushC-0206 Concurrence Request - Southwest Airlines

- Tenant ImprovementConcurrence 3/24/2020 4/7/2020 3

O-010001-115 Tammy HoushC-0208 Concurrence Request - Refeeding of

Existing Roadway Light PoleConcurrence 3/24/2020 4/7/2020 3

O-010001-116 Tammy HoushC-0210 Concurrence Request - VSR Road

Modification for Turning RadiusConcurrence 3/24/2020 4/7/2020 3

O-010001-118 Tammy HoushC-0211 Concurrence Request - Unforeseen

Conditions - Abandoned VaultConcurrence 3/24/2020 4/7/2020 3

O-010001-119 Tammy HoushC-0212 Concurrence Request - Added Floor Drains

to Chase WallsConcurrence 3/24/2020 4/7/2020 3

O-010001-120 Tammy HoushC-0214 Concurrence Request - Kitchenette - Mop

Sink Back of HouseConcurrence 3/24/2020 4/7/2020 3

O-010001-122 Tammy HoushC-0216 Concurrence Request - Add Grease Waste

BackupConcurrence 3/24/2020 4/7/2020 3

O-010001-123 Tammy HoushC-0217 Concurrence Request - Add Floor Drain for

Ice Maker (KCAD Custodial)Concurrence 3/24/2020 4/7/2020 3

O-010001-126 Tammy HoushC-0220 - Concurrence Request - Added Floor

Drains in VT Maintenance RoomsConcurrence 3/24/2020 4/7/2020 3

O-010001-127 Tammy HoushC-0222 Concurrence Request - Fire Protection

UndergroundConcurrence 3/24/2020 4/7/2020 3

O-010001-128 Tammy HoushC-0233 Concurrence Request - KCAD-FD-0015 -

Cut & Cat Hydrant Lines West Side of Bldg 3 Grade Beam Excavation

Concurrence 3/24/2020 4/7/2020 3

O-010001-130 Tammy HoushC-0225 Concurrence Request - Cut & Cap to

A,B,C,D & E and Remove Fuel on Existing MainConcurrence 3/24/2020 4/7/2020 3

O-010001-131 Tammy HoushC-0226 Concurrence Request - Additional Fuel

Removal from Low Points in LinesConcurrence 3/24/2020 4/7/2020 3

O-010001-133 Tammy HoushC-0227 Concurrence Request - Natural Gas Line Crimp, Tie-in, and Cut & Cap the Existing Main

Concurrence 3/24/2020 4/7/2020 3

O-010001-134 Tammy HoushC-0172 Concurrence Request - Design Services -

Evergy Switchgear EnclosureConcurrence 3/24/2020 4/7/2020 3

O-010001-139 Tammy HoushC-0236 Concurrence Request - Grading Credit for

RenascentConcurrence 3/24/2020 4/7/2020 3

O-010001-140 Bruce MellingerC-0237 Concurrence Request - HRD Wage

Determination AmendmentConcurrence 3/24/2020 4/7/2020 3

O-010000-038 Diane EvansTerminal Bldg. Design Development (100%

Submission) For Record OnlyFor Record 3/25/2020 3/25/2020 2

O-010000-039 Diane Evans Garage (60% Submission) For Record Only For Record 3/25/2020 3/25/2020 2

O-010000-040 Diane Evans Civil Group 4 Parking Lot (90% Sub) For Record Only For Record 3/25/2020 3/25/2020 2

O-236416-001 Komal Patel Terminal- Chiller Product Data Product Data 3/26/2020 4/9/2020 1


Item No. Date Report No. Location Discrepancy Resolution Date

Resolved

10 8/15/19CTR:0336100-40-C1

Connector Road permanent pavement section, 10’ South of North end of section

Concrete sample failed to meet mix design compressive strength of 4,500 psi. Average 28-day compressive strength result: 3,870 psi.

47 2/3/20 FC:0336100-164Terminal B Roundabout paving, outer lane; Sta

3+15 to 4+35

Concrete sample C2 exceeded mix design specification for slump. 5"

maximum slump specified; 6.25" slump tested.

Concrete sample exceeded the mix design compressive strength

of 4,500 psi. Average 28-day compressive strength result:

6,520 psi.

3/2/20

48 2/8/20 FC:0336100-169Terminal B Roundabout paving, inside lane; Sta

4+75 to 2+25


maximum slump specified; 6.25" tested.



7,150 psi.

3/9/20

49 2/11/20 FC:0336100-171Terminal B Roundabout paving, outer lane; Sta

5+35 to 1+65


maximum slump specified; 7" tested.



6,950 psi.

3/10/20

50 2/17/20 FC:0336100-174Terminal B Roundabout paving, inside lane; Sta

2+10 to 2+75



51 2/18/20 FC:0336100-175Terminal B Roundabout

paving, outer lane at inflow; Sta 2+10 to 2+75



52 2/28/20 FC:0336100-1842A Duct Bank conduit

encasement; Sta 218+00 to 219+00



53 3/2/20 FC:0336100-185Isolation Valve Vault-1

structure walls





5,740 psi.

3/30/20

54 3/6/20 FDR:0336100-189Storm sewer backfill at FAA tower North Drive entrance

at Sta 3+10

Density tests S3 & S5 failed to meet specifications for moisture content and

compaction.

Failing areas retested and met project specifications for

compaction and moisture content. See FDR:0336100-

202.

3/26/20


structure roof slab


maximum slump specified; 10" tested.



5,320 psi.


structure roof slab

Concrete sample C2 did not meet mix design specification for air content. 5% to 8% specified; 3.2% tested. Average

28-day compressive strength: 5,320 psi.

57 3/11/20 FC:0336100-192

Terminal C Roundabout paving, West Outflow,

Inside Lane Sta 6+36 to 7+50





5,460 psi.

58 3/20/20 PRR:0336100-198Existing Cookingham Dr.

widening subgradeProofroll of subgrade exhibited rutting

and pumping greater than 1".

Failing areas remediated and passed a subsequent proofroll on 4/1/2020. See

PRR:0336100-206.

Civil Discrepancy LogItems identified and resolved within a reporting period will not be included on this list.

MATERIALS TESTING & INSPECTIONS LOG

Appendix D



Resolved

59 3/25/20 PRR:0336100-201Existing Cookingham Dr. widening subgrade from

Sta 5+00 to 5+75

Proofroll of subgrade exhibited rutting and pumping greater than 1".


PRR:0336100-206.

60 3/25/20 FC:0336100-2012A Duct Bank conduit

encasement; 0' to 30' East of Sta 228+45

Concrete sample C2 exceeded mix design specification for air content. Air content tested at 8.0 percent, and 4.5 to 7.5 percent air content is specified. Average 28-day compressive strength:

5,370 psi.

61 3/31/20 PRR:0336100-205North Drive subgrade from

Sta 1+00 to Sta 2+59Proofroll of subgrade exhibited rutting

and pumping greater than 1".


PRR:0336100-206.

Civil Discrepancy Log (cont.)Items identified and resolved within a reporting period will not be included on this list.

MATERIALS TESTING & INSPECTIONS LOG (CONT.)

Appendix D


Data provided by Intertek-PSI, Materials Testings and Inspections Consultant for the New Terminal project.

Discrepancies and resolutions reported through: 3/31/20.

Terminal Discrepancy Log - SubgradeItems will remain on this log until resolved.


Appendix D




Resolved

10 12/2/19 FDR:0336101-126Terminal Y, Building 1 Low-

volume-change material (LVC)

Nuclear field density test results S18 through S22 failed to meet compaction

specification.

Failing areas retested and met compaction specification on

3/3/2020. See FDR:0336101-300 & FDR:0336101-347.

3/3/20

15Terminal Y, Building 2 trench backfill at grid line YS17.9

18 inches of recycled concrete placed within the LVC zone. Geotechnical report states the building slab should have a minimum

of 18" of the approved LVC material placed beneath it (Type 5 Baserock).

Area was re-worked as part of electrical conduit installation. PSI observed the required thickness of LVC material had been placed

at the detailed location. See FDR:0336101-391.

3/17/20

25 2/10/20 FDR:0336101-276 Terminal Y, Building 5 LVCNuclear density test results S1 through S4 failed to meet compaction specification.

Failing areas retested and met compaction specification on

3/24/2020. See FDR:0336101-409.

3/24/20

30 3/4/20 FDR:0336101-352Building 13 electrical trench

backfill at grid location XN20/W8.5

Nuclear density test result S6 failed to meet compaction specification.

Failing area retested and met compaction specification on

2/18/2020. See FDR:0336101-300.

3/13/20

31 3/7/20 FDR:0336101-363Building 2 electrical trench

backfill at grid location W30/YS17

Nuclear density test result S9 failed to meet compaction specification.


3/11/2020. See FDR:0336101-375.

3/11/20

32 3/24/20 FDR:0336101-409 Building 5 LVCNuclear density test results S7 & S10 failed

to meet compaction specification.


3/25/2020. See FDR:0336101-413.

3/25/20

33"3/30/2020 4/27/2020"

"PRR:0336101-425 PRR:0336101-503"

Building 10B building pad subgrade proofroll

Pumping and rutting in excess of 1" observed in the building pad subgrade.

34 3/30/20 PRR:0336101-429Building 11A building pad

subgrade proofrollPumping and rutting in excess of 1"

observed in the building pad subgrade.

Terminal Discrepancy Log - Auger Cast PilesItems will remain on this log until resolved.

Item No. Date Report No. Location Discrepancy Resolution Accepted

by CityDate

Resolved

1 11/27/19 N/ATerminal Y, Buildings 1-6, auger cast piles placed by 11/5/2019

See attached Non-Conforming Auger Cast Piles reports for Buildings 1 through 6. Detailed piles are out of compliance for one or more of the following

criteria: horizontal pile placement, top of pile reinforcing steel and grout elevation. The design

engineer, Berkel, has proposed fixes that have been reviewed by SOM. Pile fixes are in progress as pile

caps and grade beams are being placed.

2 12/30/19 N/ATerminal X, Buildings 12A-14,

auger cast piles placed by 12/9/2019

See attached Non-Conforming Auger Cast Piles reports for Buildings 12A through 14. Detailed

piles are out of compliance for one or more of the following criteria: horizontal pile placement, top of

pile reinforcing steel and grout elevation. The design engineer, Berkel, has proposed fixes that have been reviewed by SOM. Pile fixes are in progress as pile

caps and grade beams are being placed.

3 10/29/19 USR:0336101-74Terminal Y, auger cast pile

5-127 at grid line YN5/W32

Pile 5-127 encountered auger refusal at a drill depth of 28 feet. Final length of pile is 20.4 feet, design

length of pile is 27.97 feet.

Sealed letter from W. Morgan NeSmith with Berkel accepting as-built conditions. Letter dated 12/6/2019.

4 10/29/19 USR:0336101-74Terminal Y, auger cast pile

5-127 at grid line YN5/W32

Six (6) feet of reinforcing steel removed from the lower end of the cage. Design length of cage for type to reinforcing is 23.25 feet, observed was

length 17.25 feet.


5 11/2/19 USR:0336101-82Terminal Y, auger cast pile 2-38

at grid line YS21/W30.7

Reinforcing steel cage did not reach design elevation. Top of cage was 6 inches higher

than design elevation. As-built drawings with recommendations have been submitted.

Reinforcing steel elevation observed to be ok prior to pile cap concrete

placement on 12/12/2019.


at grid line YN20/W31






Pile 6-50 encountered auger refusal at a drill depth of 45 feet. Final length of pile was 43.3 feet, design


Additional pile (6-78) installed at grid line YN17/W30 to meet loading

capacities per the recommendation by W. Morgan NeSmith with Berkel. Pile

installed on 12/2/2019.





Additional piles (6-79 and 6-80) installed at grid line YN15/W31 to meet loading capacities per the recommendation by W. Morgan

NeSmith with Berkel. Piles installed on 12/2/2019 and 12/3/2019.

9 11/22/19 USR:0336101-116Terminal X, auger cast pile 14-

97 at grid line XN23/W6

Pile 14-97 has final length of 37.7 feet. Per the pile schedule dated 10/23/19, design length the pile

14-97 is 42.42 feet. Updated pile schedule dated 11/26/19 has a design length of 38.02 feet for the

detailed pile.

Sealed letter from W. Morgan NeSmith with Berkel stating the

tip elevation for the detailed pile is installed at the correct elevation.

Letter dated 12/6/2019.





detailed pile.








detailed pile.





Appendix D


Terminal Discrepancy Log - Auger Cast Piles (cont.)Items will remain on this log until resolved.


Appendix D



by CityDate

Resolved

12 11/25/19 USR:0336101-119

Terminal X, auger cast piles 14-43, 14-18 & 13-25 at grid lines XN21/W9, XN21/W10 & XN20/

W9, respectively

Detailed piles had the lower 4 feet of reinforcing steel cage removed due pile length. Design

length of cage for Type 2 reinforcing is 23.25 feet, observed length was 19.25 feet.

Sealed letter from W. Morgan NeSmith dated 12/6/2019

acknowledges the modified cage, and email from the structural engineer with Berkel, Richard

Guenther, states the shorter cage is acceptable.

13 11/26/19 USR:0336101-121

Terminal X, auger cast piles 14-42, 14-17, 13-80, 13-47 at grid lines XN21/W9, XN21/W10, XN15/W8 & XN15/W9,

respectively






14 11/26/19 USR:0336101-121

Terminal X, auger cast piles 13-86, 13-64, 13-61, 12A-1 & 12A-5 at grid lines XN13/W8, XN12.5/W8.5, XN12/

W9, XN11/W10 & XN9.7/W10, respectively

Per the pile schedule dated 11/26/19, the detailed piles are designated as end bearing piles. It

appeared drilling was terminated at 80 feet w/out refusal at each pile.

Sealed letter from W. Morgan NeSmith with Berkel stating all the detailed piles extend to shale at

elevation 920'.


26 at grid line XN20/W9.

Ground surface elevation for pile 13-26 does not appear to match with the elevation provided by Berkel. The working surface is approximately 2

feet below working pad elevation of 999.75', top of reinforcing steel cage is extending above pile cutoff

elevation.

Sealed letter from W. Morgan NeSmith with Berkel stating the pile was placed on a slope with the surrounding grade built up

to provide a flat surface to install the pile. As-built drawings state the pile is installed at the correct

recommendation.

16 12/2/19 USR:0336101-125

Terminal X, auger cast piles 13-79, 13-50, 14-40 & 14-15 at grid lines XN15/W8, XN15/W9, XN21/W9 & XN21/W10,

respectively






17 12/5/19 USR:0336101-133Terminal X, auger cast piles 13-13 & 13-11 at grid line

XN16/W9.5

Detailed piles have a design length of 44.4 feet per the pile schedule dated 11/26/2019. The observed

pile length is approximately 26 feet.


updated pile lengths are correct and will be reflected in the next set of

drawings. Updated drawings dated 1/10/20 reflect this change. Design

length is 25.42 feet.

18 12/6/19 USR:0336101-135Terminal X, auger cast piles 13-14 & 13-12 at grid line

XN16/W9.5

Detailed piles have a design length of 44.4 feet per the pile schedule dated 11/26/2019. The observed pile length is 26.6 feet. Representatives with Berkel stated the design length of the piles had changed.


updated pile lengths are correct and will be reflected in the next set of

drawings. Updated drawings dated 1/10/20 reflect this change. Design

length is 25.42 feet.

19 12/23/19 USR:0336101-159Terminal X, auger cast pile

9-218 at grid line XS19/W7

Pile 9-218 encountered auger refusal at tip elevation 943.2'. Design tip elevation is 938'. Installed length of pile is 47.8 feet; design length of pile is 53 feet.

Final pile length is approximately 5.2 feet short.


condition of the shorter pile has been reviewed and will be included in the

next round of as-built analysis. Email from the structural engineer with

Berkel, Richard Guenther, stating the as-built location of the detailed pile does not cause major concern and Berkel is ok to install the adjacent

pile.

Terminal Discrepancy Log - Auger Cast Piles (cont.)Items will remain on this log until resolved.


Appendix D




by CityDate

Resolved

20 1/14/20 USR:0336101-203Terminal X, auger cast pile 12A-

51 at grid line W7.5/W11.5

Per the pile schedule dated 1/14/2020, the detailed pile is designated as an end bearing pile. It

appeared drilling was terminated at 84 feet w/out refusal at pile.


detailed piles appear to have been drilled into underlying shale capable of providing sufficient resistance to

limit pile movements.

21 1/15/20 USR:0336101-207Terminal X, auger cast pile 12A-

52 at grid line W7.5/W11.5

Per the pile schedule dated 1/14/2020, the detailed pile is designated as an end bearing pile. It

appeared drilling was terminated at 80 feet w/out refusal at pile.


detailed piles appear to have been drilled into underlying shale capable of providing sufficient resistance to

limit pile movements.

22 4/1/20 USR:0336101-430Building 11B auger cast pile 11B-119 at grid line W3/XN4

Pile 11B-119 encountered auger refusal at tip elevation 939.2'. Design tip elevation is 924'.

Installed length of pile is 44.8 feet; design length of pile is 59.92 feet. An email from Richard Guenther with Berkel dated 4/1/2020 indicates the pile is ok

as installed.


Appendix D

Terminal Discrepancy Log - Pile Caps & Grade BeamsItems will remain on this log until resolved.


Resolved

1 12/10/19 RSI:0336101-141Building 1 pile cap & pilaster

at grid line YS27/W29

"4F Special-1 Pilaster" reinforcing steel placed per field use shop drawing detail on sheet R1.02 dated

11/25/2019. Reinforcing steel differs from city approved structural drawings dated 10/21/2019.

2 12/11/19 RSI:0336101-144Building 1 pile caps at grid lines YS25 & YS26.3/W30

Pile caps reinforcing steel placed per field use shop drawings detail "Pile Cap PC2-16G" on

sheet R1.01 dated 11/25/2019. Reinforcing steel differs from city approved structural drawings

dated 10/21/2019.

3 12/11/19 RSI:0336101-144Building 2 grade beams and pile caps at grid lines YS23/W29-30.2 & W29/YS23-22.8

Grade beam dimensions and reinforcing steel placed per field use shop drawings details on

sheet R2.03 & R2.02, dated 11/1/2019 & drawing RW-01 (RFI C-0264) dated 11/5/2019. Shop drawings differ from city approved structural

drawings dated 10/21/2019.

4 12/12/19 RSI:0336101-146

Building 1 transfer grade beam pile caps at grid lines W30.8/YS24.5 & W31.3/

YS25.5

Pile caps reinforcing steel placed per field use shop drawings detail "Pile Cap PC2-16G" on

sheet R1.01 dated 11/25/2019. Reinforcing steel differs from city approved structural drawings

dated 10/21/2019.

5 12/12/19 RSI:0336101-146Building 2 grade beams at

grid lines YS23/W30.2-30.7 & YS20.8-23/W30.7




6 12/12/19 RSI:0336101-146Building 2 pile caps at grid lines W30.7/YS23, 22 & 21

Pile caps "PC2-12" did not have #4 side bands spaced at 8" on center as indicated on typical

detail 2 on ST-3001 and field use shop drawing sheet R2.01. (1) #4 band observed at top of pile cap. Approved RFI C-0304 dated 12/19/2019

states caps with only bottom reinforcing mats and that are 43" or shallower do not require side bars. Per the City of KCMO requirements, RFI's must be signed and sealed by the EOR prior to their

acceptance.

7 12/13/19 RSI:0336101-148Building 2 grade beams at

grid lines YS20.8-18/W30.7 & YS18/W30.7-30.6


sheet R2.03, dated 11/1/2019 & drawing RW-01 (RFI C-0264) dated 11/5/2019. Shop drawings & RFI differ from city approved structural drawings

dated 10/21/2019.

8 12/17/19 RSI:0336101-153Building 1 transfer grade

beam at grid lines W30/YS25-26.3, W29/YS25.5-27

Column haunches & additional haunch reinforcing indicated on structural drawings detail 6 on ST-

3010 and rebar shop drawings Sections A & B on R1.02 was not placed at column locations, only

indicated TGB reinforcing steel placed.

9 12/17/19 RSI:0336101-153Building 1 transfer grade beam at grid lines W29/

YS25.5

(3) Bottom #7 form saver bars in pile cap not placed due to top of pile elevation blocking their

placement.

10 12/17/19 RSI:0336101-153Building 1 circular penetration in transfer grade beam at grid

lines W29/YS26

Additional reinforcing placed around penetration per Detail 3 on ST-3010. However, the #5's on each face are not "Z" bars as indicated in the

detail.



Appendix D

Terminal Discrepancy Log - Pile Caps & Grade Beams (cont.)Items will remain on this log until resolved.



Resolved

11 12/17/19 RSI:0336101-153Building 1 pilaster reinforcing

at grid lines W29/YS27

"4F Special-1 Pilaster" dimensions and reinforcing steel placed per field use shop drawing details

on sheet R1.02 dated 11/25/2019. Reinforcing steel differs from city approved structural drawings

dated 10/21/2019.

12 12/19/19 RSI:0336101-156Building 2 grade beam at grid

lines W29-30.7/YS18

Grade beam dimensions and reinforcing steel placed per approved RFI C-0264 dated

12/18/2019, and field use shop drawings details on R2.01 & R2.03. Reinforcing steel and dimensions differ from city approved structural

drawings.

13 12/19/19 RSI:0336101-156Building 2 pilaster at grid lines

W29/YS18

"4F Special-1 Pilaster" dimensions and reinforcing steel placed per field use shop drawing details

on sheet R2.02 dated 11/30/2019. Reinforcing steel differs from city approved structural drawings

dated 10/21/2019.

15 12/20/19 RSI:0336101-157

Building 1 transfer grade beams at grid lines W32/

YS23.9-25.1 & W30.8/YS24.5 to W31.3/YS25.5

Column haunches & additional haunch reinforcing indicated on structural drawings detail 6 on

ST-3010 and rebar shop drawings Section B on R1.02 & Sections C & D on R1.03 was not placed at column locations, only indicated TGB reinforcing

steel placed.

16 12/27/19 RSI:0336101-165Building 1 pile cap at grid line

W31/YS31

Pile cap shape and reinforcing placed per approved RFI C-0299 dated 12/19/2019. Per the City of KCMO requirements, RFI's must be signed and sealed by the EOR prior to their acceptance.

17

12/30/19 RSI:0336101-168Building 14 pile caps and

pilasters at grid lines XN22/W7 & 7.9

As indicated by JE Dunn, top of pilaster elevation is 2’-0” below top of slab elevation at the detailed

interior pile cap locations. Per detail 2 on ST-3041, top of pilaster elevation should be 1’-0” below top of slab. JE Dunn stated they had

verbal approval from the EOR to lengthen pilaster reinforcing 1’-0” to achieve the correct elevation. RFI-C0351 in review with SOM addressing this

condition.12/31/19 RSI:0336101-171

Building 14 pile caps and pilasters at grid lines XN23/

W7 & 7.9

18 1/2/20 RSI:0336101-173Building 2 MER foundation

wall at grid line W29/YS18-19

Per JE Dunn: Approval to thicken MER foundation wall at the detailed location was provided approximately 20 minutes after concrete

placement. An additional row of #7 vertical bars were wet set into the grade beam. Spacing

matched original wall reinforcing. This was done in order to exclude the grade beam at the top of

wall as indicated in Detail 9/ST-3020. RFI C-0348 addressing this change is in review with SOM.

20 1/3/20 RSI: 0336101-176Building 2 MER Foundation Wall at W29/YS18.9 to 19

Wall widened to 28” with an additional row of #7’s vertical and #5’s horizontal. See Item No. 18 for

additional details.


wall at grid line W29/YS18.9-20.5

Curtain wall precast embeds cast-in-placed at top of MER wall placed without approved drawings or details. Sketch provided by Ben Bunge with CWC

dated 12/17/2019 used for reference.

23 1/6/20 RSI:0336101-181Building 12A transfer grade

beam at grid line W10/XN10-11

Column haunches & additional haunch reinforcing indicated on structural drawings detail 6 on

ST-3010 and rebar shop drawing Section G on R13.03 was not placed at column location, only

indicated TGB reinforcing steel placed.


Appendix D




Resolved


W29/YS13

"4F Special Pilaster" reinforcing steel placed per field use shop drawing detail on sheet R2.05 dated



wall at grid line W29/YS19.5-21.5

Curtain wall precast embeds cast-in-placed at top of MER wall placed without approved drawings or details. Sketch provided by Ben Bunge with CWC

dated 12/17/2019 used for reference.

26 1/7/20 RSI: 0336101-184Building 14 PC3-12B at

XN21/W6

Missing side bars. Similar condition to Item No. 6. RFI C-0303 dated 12/19/2019 referenced. Needs

to be sealed by EOR.


W32/YS23


28 1/8/20 RSI:0336101-188Terminal Y, pilaster at grid lines

W32/YS22 & 23

"4F Pilaster" reinforcing steel placed per field use shop drawing detail on sheet R2.08 dated 12/9/2019. Reinforcing steel differs from city

approved structural drawings dated 10/21/2019.


W29/YS25.7

No form savers in pile cap for the bottom (3) #7 bars per Section 1 on R1.02. JE Dunn stated the form savers had been eliminated due to a change in pile cap elevation. No documentation provided

for this change.

31 1/9/20 RSI:0336101-193 Building 13 MER Pit

MER pit slab dowels not placed. JE Dunn indicated slab dowels would be installed per

approved shop drawings with "Stay Form Box" placed within MER walls. Structural drawings

indicate cast-in-place dowels.


W6/XN26

Pile caps "PC3-12B" did not have #4 side bands spaced at 8" on center as indicated on typical

detail 2 on ST-3001 and field use shop drawing sheet R14.01. RFI C-0304 dated 12/19/2019 approves the detailed change. Per the City of

KCMO requirements, RFI's must be signed and sealed by the EOR prior to their acceptance.

33 1/15/20 RSI:0336101-208Building 2 pile caps at grid

lines W31 & 32/YS21


34 1/15/20 RSI:0336101-208Building 2 pilasters at grid

lines W31 & 32/YS21

"4F" and "4E" Pilaster reinforcing changed from field use reinforcing shop drawing details on R2.01 dated 11/30/2019 and structural drawings dated

10/21/2019. (24) #11 vertical bars placed.

35 1/15/20 RSI:0336101-208Building 2 transfer grade beam at grid line W29/

YS14.5-15.5

Column haunch & additional haunch reinforcing indicated on structural drawings detail 6 on ST-

3010 and rebar shop drawing Section A on R2.05 was not placed at column location, only indicated

TGB reinforcing steel placed.


beam at grid line W29/YS12


3010 and rebar shop drawing Section B on R2.05 was not placed at column location, only indicated


38 1/23/20 RSI:0336101-226Building 2 transfer grade beam at grid line W29.8/YS13.5 to W30.4/YS12.5


3010 and rebar shop drawing Section B on R2.06 was not placed at column location, only indicated



Appendix D




Resolved

39 1/28/20 RSI:0336101-234Building 2 transfer grade beam at grid line W31/

YS12.8-14.1

Column haunch & additional haunch reinforcing indicated on structural drawings detail 6 on

ST-3010 was not placed at column location, only indicated TGB reinforcing steel placed.

40 1/28/20 RSI:0336101-234Building 3 MER grade beams at grid lines W29.2-30.6/YS10

& W30.6/YS9.6-10


12/18/2019. RFI not signed and sealed. Reinforcing steel and dimensions differ from city

approved structural drawings.

42 1/30/20 RSI:0336101-245Building 2 pilaster at grid line

W31/YS21

Pilaster reinforcing placed per approved shop drawing Section E on R2.01. Reinforcing differs

from detail 4E on ST-3041 on city approved drawings.


line W32/YS15

At the detailed grade beam to transfer grade beam construction joint, the formsavers were set 5" to the east causing the grade beam tying in to the pilaster to be flush with the face of wall. PSI observed JE Dunn extending grade beam steel

with U-bands at 10" O.C. which allows the vertical wall reinforcing to fall within the added grade beam reinforcing. RFI C-0420 approves the detailed fix. Per the City of KCMO requirements, RFI's must be signed and sealed by the EOR prior to their

acceptance.

46 2/7/20 FC:0336101-269Buildings 13 & 14 pile caps & grade beams at grid lines W9/

XN12 & W9/XN20

Concrete samples C2 & C3 exceeded mix design specification for slump. 8" maximum slump

specified; 8.25" & 9" tested, respectively.

Concrete samples exceeded the mix design compressive strength

of 5,000 psi. Average 28-day compressive strength results: 7,800 psi & 7,470 psi, respectively. See

CTR:0336101-269-C2 & C3.

3/6/20

47 2/11/20 FC:0336101-278Building 3 MER foundation

wall at grid lines W30.6/YS6.5-8.5

Concrete sample C1 exceeded mix design slump specification. 8.5" slump tested; 8" maximum

specified.


of 5,000 psi. Average 28-day compressive strength result: 7,560 psi. See CTR:0336101-278-C1.

3/10/20

48 2/11/20 RSI:0336101-278Building 2 MER grade beam at

W29/YS18.2-18.8

Wall widened to 28” thick per approved RFI C-0348 in order to eliminate grade beam

placement at the top of wall. Per the City of KCMO requirements, RFI's must be signed and

sealed by the EOR prior to their acceptance.

49 2/15/20 RSI:0336101-291Building 2 MER Foundation Wall at W29/YS18.2-18.8

Wall widened to 28” thick per approved RFI C-0348 in order to eliminate grade beam

placement at the top of wall indicated in Detail 9/ST-3020. No grade beam reinforcing steel placed at top of wall. Per the City of KCMO requirements, RFI's must be signed and sealed by the EOR prior

to their acceptance.


W29/YS24

"4K Special Pilaster" reinforcing steel placed per field use shop drawing detail on sheet R1.05 dated


51 2/19/20 FC:0336101-302 Building 2 MER slab-on-grade

Concrete sample C1 exceeded mix design slump specifications. 8.5" slump tested; 8" maximum specified. 7-day compressive strength result:

4,870 psi.


of 4,000 psi. Average 28-day compressive strength result: 7,560

psi.

3/18/20

52 2/19/20 RSI:0336101-302Buildings 1 bathroom slab-

on-grade and Building 2 MER slab-on-grade

Post-installed #4 slab dowels into interior pile caps placed without observation from PSI. Per

NCR-033000-001, SOM has no objections to the installed work.


Appendix D




Resolved


W31/YS12

"4E Pilaster" on 6/R2.06 and 4E on ST-3041 indicate (40) #8 vertical dowels in pilaster. (24) #11

vertical dowels placed.

55 2/20/20 DFR:0336101-307Building 1 transfer grade

beam haunches

Post-installed reinforcing at transfer grade beam haunches placed without observation from PSI.

Per NCR-033000-002, SOM has no objections to the installed work.

56 2/20/20 RSI:0336101-307Building 2 grade beam

intersecting pilaster at grid line W29/YS24

No form savers present for bottom (4) #9 and lower (2) #8 side bars as indicated on Elevation 6 on R1.05. In lieu of form savers for the lower bars, (14) #9 bars, 8'-6" in length, with a 2'-6" 90 degree leg were used to tie the grade beam reinforcing into the pilaster. Added bars placed

within the upper half of the grade beam.


W32/YS5

(40) #8 vertical pilaster dowels indicated on Section 4 on R3.06 & 4F on ST-3041 for "4F Pilaster". (26) #11 pilaster dowels placed.

58 2/21/20 FC:0336101-312Building 11A pile cap at grid

line W11/XN4

Concrete sample C1 exceeded mix design slump specifications. 10" slump tested; 8" maximum

specified.



3/20/20

59 2/26/20 FC:0336101-325Building 3 MER foundation wall at grid lines W29-29.5/

YS4

Concrete sample C2 exceeded mix design slump specifications. 10.5" slump tested; 8" maximum

specified.



3/25/20

60 2/26/20 DFR:0336101-325

Building 1 post-installed slab dowels at interior isolated pile caps and perimeter pilasters located within grid lines W29-

32/YS27.7-31

The city approved structural drawings do not indicate post-installed slab dowels at piles caps

and pilasters. Dowels were installed per approved shop drawings dated 11/25/2019.

61 2/26/20 DFR:0336101-325Building 1 perimeter pilasters at W32/YS31, W29/YS31 &

W29/YS29

At the detailed pilasters, only a portion of the dowels could be installed due to concrete from the pilaster not extending far enough for dowel

installation. Shop drawings indicate 12" on center spacing for the dowels.


line W32/T0-YN3

Due to a change in the stem wall at the detailed location, the east (interior) vertical wall dowels

fall outside the horizontal grade beam reinforcing. Detail 3 on ST-3020 indicate these dowels should be placed within the grade beam steel. PSI was

provided and email chain from the EOR stating this condition was acceptable in this instance. Formal

RFI to follow.


W30/YS12

(40) #8 vertical pilaster dowels indicated on Section 6 on R2.06 & 4E on ST-3041 for "4F Pilaster". (24) #11 pilaster dowels placed.

64

"3/3/2020 3/5/2020 3/7/2020 3/11/2020 3/13/2020 3/17/2020"

"RSI:0336101-345 RSI:0336101-354 RSI:0336101-361 RSI:0336101-373 RSI:0336101-381 RSI:0336101-389"

Building 7 MER grade beams, pile caps & foundation walls

Building 7 MER has been redesigned and differs significantly from city approved structural

drawings. Grade beams, pile cap size & foundation wall layout and reinforcing was placed per approved shop drawings dated 2/19/2020.


Appendix D




Resolved

65 3/4/20 DFR:0336101-351

Building 12A post-installed horizontal foundation wall

dowels at grid lines W9/XN5-XN8 & column at W10/XN11

City approved structural drawings do not indicate post-installed dowels at the detailed locations.

Sheet R12.01 & Sections 3/R12.04 on approved shop drawings dated 2/26/2020 detail post-

installed dowels.

66 3/4/20 DFR:0336101-351

Building 12A post-installed grade beam dowels at grid

location W9.75/XN12 & W9.25/XN12


Sheet R12.01 "GB20x30-1" Grade Beam Reinforcing detail on approved shop drawings dated 2/26/2020 detail post-installed dowels.


W32/YN6

Pilaster reinforcing placed per Section 4 on R5.02 on approved shop drawings dated 1/19/2020.

Reinforcing differs from detail 4F on ST-3041 on city approved drawings dated 10/21/2019.


beam at grid line W32/YN7


3010 and rebar shop drawing Section A on R5.01 was not placed at column location, only indicated



W29/YS14

"4K Special Pilaster" reinforcing steel placed per field use shop drawing detail on sheet R2.09

dated 12/9/2019. Reinforcing steel differs from detail 4K on ST-3041 on city approved structural


70 3/6/20 DFR:0336101-358

Building 3 post-installed column haunch reinforcing at grid locations W32/YS12 & 14, W31/YS13 & 14, W30/

YS13 & 14, W29/YS12 & 15

RFI C-0462 dated 2/27/2020 approves post-installed column haunch reinforcing. City

approved drawings dated 10/21/2019 detail column haunch reinforcing as cast-in-place.

71 3/6/20 DFR:0336101-359

Building 14 post-installed slab dowels at interior pile caps at

grid lines XN24 & XN25 at W7, W8 & W9

Building 14 approved shop drawings dated 12/03/2019 detail post-installed slab dowels at the detailed locations. City approved drawings dated 10/21/2019 detail these slab dowels as

cast-in-place.

72 3/7/20 RSI:0336101-361Building 11A grade beams at grid lines W10/XS1.7-XN3.8

Grade beam dimensions and reinforcing steel placed per field use shop drawings details on sheet R11.01 & R11.05, dated 01/29/2020 &

drawing RW-01 (RFI C-0264) dated 11/5/2019. Shop drawings differ from city approved structural


73 3/10/20 DFR:0336101-370Building 14 post-installed slab dowels at exterior pilasters at grid lines W6 & W10/XN26


cast-in-place.

74 3/10/20 DFR:0336101-370

Building 12A post-installed horizontal foundation wall

dowels into columns at grid lines W9/XN9 & XN8


Sheet R12.01 & Sections 3/R12.04 on approved shop drawings dated 2/26/2020 detail post-

installed dowels.

75 3/11/20 FC:0336101-373Building 5 transfer grade

beam at grid line W30/YN6.6-YN8


specified.


beams at grid lines W31/YN6-YN7.5, W30/YN6.6-YN8

Column haunch & additional haunch reinforcing indicated on structural drawings detail 6 on

ST-3010 was not placed at column location, only indicated TGB reinforcing steel placed.


Appendix D




Resolved

77 3/11/20 RSI:0336101-374Building 9 interior pile caps at

grid lines W7 & W8/XS12



W29/YN4

"1C Special Pilaster" reinforcing steel placed per field use shop drawing detail on sheet R4.04 dated


79 3/13/20 DFR:0336101-381

Building 1 post-installed slab dowels at grid locations YS24/W30 & W31, YS25/W29, W30

& W31 & YS26/W31


cast-in-place.

80 3/13/20 RSI:0336101-382Building 11A pile caps at grid lines XS1/W11 & W12, XS2/

W11 & XN1 & XN2/W12


81 3/16/20 RSI:0336101-386Building 13 pilaster at grid

lines W9/XN15

"4E Pilaster" reinforcing steel placed per field use shop drawing Section B on R13.07 dated 12/9/2019. Reinforcing steel differs from city


82 3/17/20 RSI:0336101-390Building 9 interior pile caps at grid lines XS19/W8-9, XS18/W8 & W7, XS20/W8 & W7

Pile cap shape and reinforcing placed per approved Building 9 shop drawings dated

3/11/2020. Shop drawings updated per SSK-061 dated 3/9/2020. Reinforcing differs from city


83 3/20/20 DFR:0336101-396Building 1 post-installed slab

dowels at grid locations YS27/W29 & W32


cast-in-place.

84 3/20/20 DFR:0336101-397

Building 14 post-installed slab dowels at pile caps and pilasters located within grid

lines XN21-XN23/W5.9-W10


cast-in-place.


W28/YS3

"7C" pilaster is detailed to have cross sectional dimensions of 72" X 72" per Detail 7 on ST-4001.

Approved rebar shop drawings 7/R4.06 dated 1/23/2020 detail the "7C" pilaster as 66" X 66".

86 3/23/20 FC:0336101-403Building 2 SOG between grid lines YS18.5 to slab step at

YS25

Concrete samples C3 & C4 exceeded mix design slump specifications. 8" maximum slump

specified, 10" & 8.5" tested, respectively.

87 3/23/20 DFR:0336101-403Building 2 MER post-installed slab dowels at stair landing at

grid line YS18

RFI C-0300 dated 12/12/2019 approves the use of post-installed dowels at the detailed location. However, the RFI does not specify embedment

depth. No additional RFI provided for the detailed location.

88 3/23/20 DFR:0336101-404

Building 13 MER post-installed slab dowels at column block-outs at grid lines XN17, XN18

& XN19/W9


cast-in-place.

89 3/23/20 DFR:0336101-404

Building 13 MER post-installed slab dowels at column block-outs at grid lines XN17, XN18

& XN19/W9

Hilti HIT-RE 500 epoxy used to due free moisture in the drilled holes. Hilti HIT-HY200 is the only

epoxy approved by the EOR for use thus far. No RFI or submittal provided for the substitution.


Appendix D




Resolved

90 3/23/20 DFR:0336101-404

Building 12A post-installed wall dowels into columns

located at grid lines XN11/W9 & XN11/W8

Building 12A approved shop drawings dated 2/26/2020 detail post-installed wall dowels at the detailed locations. City approved drawings dated 10/21/2019 detail these slab dowels as cast-in-

place.


W28/YS4

"7C" pilaster is detailed to have cross sectional dimensions of 72" X 72" per Detail 7 on ST-4001.

Approved rebar shop drawings 7/R4.06 dated 1/23/2020 detail the "7C" pilaster as 66" X 66".

92 3/25/20 DFR:0336101-411

Building 1 post-installed slab dowels at interior isolated pile caps and perimeter pilasters located within grid lines W29-

32/YS25-28

The city approved structural drawings do not indicate post-installed slab dowels at piles caps

and pilasters. Dowels were installed per approved shop drawings dated 11/25/2019.

93 3/25/20 RSI:0336101-412

Building 11A grade beams at grid lines W9.9/XN3.3-XN3.5, XN3.3/W9-W9.9, W9/XN3-

XN3.3


12/18/2019, and field use shop drawings details on R11.01, R11.04 & R13.06. Reinforcing steel

and dimensions differ from city approved structural drawings.

94 3/25/20 FC:0336101-412Building 14 slab-on-grade within grid lines XN19.5-

XN23.5/W6-W10


specified.

95 3/26/20 RSI:0336101-416Building 10A pile cap at grid

line W9/XS5


96 3/26/20 DFR:0336101-416

Buildings 12A & 13 post-installed transfer grade beam

haunch reinforcing at grid lines XN12/W9 (East & West face) &

XN12/W8 (West face)

RFI C-0462 dated 2/27/2020 approves post-installed column haunch reinforcing. City

approved drawings dated 10/21/2019 detail column haunch reinforcing as cast-in-place.

97 3/27/20 RSI:0336101-419Building 5 MER interior grade beams on grid lines YN11 &

W30.8




98"3/27/2020 4/13/2020"

"RSI:0336101-419 RSI:0336101-468"

Building 5 MER pilaster at grid line W29/YN12

"4O Pilaster" reinforcing steel placed per field use shop drawing on R6.02 dated 1/20/2020.

4M pilaster indicated on city approved structural drawings dated 10/21/2019.

99 3/27/20 FC:0336101-420Building 11A foundation walls at grid lines XN3.3-XN4/W9.8,

W9.2-W9.8/XN3.3, W10-W11/XN4

Concrete sample C4 exceeded mix design slump specifications. 8.5" slump tested; 8" maximum specified.

100 3/27/20 RSI:0336101-420

Buildings 9A & 10A pile caps at grid lines XS18/W5.9,

XS15/W7, XS10 & XS11/W8 & XS10/W9


101 3/30/20 RSI:0336101-423Buildings 5 & 6 interior grade

beam on grid line W30.8/YN11.5-YN16.5




102 3/30/20 RSI:0336101-424Building 10A grade beams within grid lines XS9.25-

XS9.5/W9.5-W10

Grade beams added in this area were placed per an email provided by Nick Kramer with JE Dunn on 3/26/2020. Updated drawing differs from city approved structural drawings dated 10/21/2020.


Appendix D





Resolved


W28/YS4

At the grade beam and pilaster/pile cap intersection, the lower layers of female formsavers

were not installed into the pile cap as detailed. JE Dunn proposed a fix "Building 4 missed formsavers" that was provided to PSI on

3/31/2020. The proposed fix matches what PSI observed in the field. Formal RFI forthcoming.

104 3/31/20 RSI:0336101-427Building 3 MER grade beam at

grid lines W29/YS8.2-YS8.8

Over a span of approximately 5 feet, the lower layer of grade beam reinforcing did not achieve the

required 3 inches of clear cover.

PROCUREMENT LOG

Below please find the KCI Airport New Terminal procurement packages as of March 31, 2020.

Group # RFP Issued to Bidders Scope of Work Award

(Prime Contractor)

0 January 2018 through July 2018

Asbestos Survey WorkGeotechnical InvestigationHazmat Testing and ReportTerminal Mechanical and Plumbing (Design Build)Terminal Electrical (Design Build)Parking Garage (Design Build)Site Utility ModelingSite Office BuildoutStructural Peer Review

Anlab EnvironmentalTSi GeotechnicalOlssonU.S. EngineeringCapital ElectricJ.E. DunnSK DesignVariousCagley

0 April 2019 TWEP Needs Evaluation Amazing Traditions

2 September 2018

DemolitionCut/Cap UtilitiesMaintenance of TrafficEarly Earthwork

RenascentGenesisIBCFour J

2A December 2019

Asphalt and Concrete Paving for Early WorkSafety CarpentryConstruction CleaningUtility Relocations (Storm, Sanitary, Water)Aviation Fuel – Phase 1 (Relocate)Aviation Fuel – Phase 2 (Complete)Earthwork for Terminal FoundationsMedical ClinicBadging SystemLogistics Trailer Complex

Julius KaazHartlineRitewayRodriguezUSE/AMC JVBy MCI Fuel ConsortiumJ.A. Lillig ExcavationMobile MedicalFCUniversial

2B May 2019 Eastern Access RoadwaysEastern Access Roadways Electrical

KissickCapital Electric

2C May 2019

SurveyingBreak TentDumpstersShuttle ServiceTemporary ToiletsConstruction Trailers

TrekkBig TopUnder Review by CWCBy KCADUnder Review by KCADAries/AT&S

3 December 2018April 2019

Auger Cast Test PilesDeep Foundations – Auger Cast Piles (Design-Build)

CBS PilingBerkel

3A January 2019 Baggage Handling System (Design-Build) Vanderlande

3B June 2019 Terminal Electrical Gear Capital Electric

4 July 2019

Terminal Cast in Place Concrete Substructure and Slab on GradeTerminal Cast in Place Concrete SuperstructureTerminal Cast in Place Slab on Metal DeckStructural Steel / Metal DeckVertical and Horizontal TransportationFoundation Waterproofing

J.E. DunnJ.E. DunnMusselmanADF-CSCA JVSchindlerS&W

4A July 2019 Underslab Electrical Capital Electric

4B July 2019 Underground Plumbing U.S. Engineering

5 August 2019 Curtain Wall and Punched Windows Physical Security

6B September 2019 Architectural PrecastConcrete Masonry

OmegaN/A

6A October 2019 Landside Civil & Elevated Roadways Clarkson/Realm

TWEP November 2019 Child Care Extra Hours Services Multiple Providers

DUNN November 2019 Parking Garage Architectural & Structural Precast Fabrication Coreslab Structures

DUNN February 2020 Parking Garage Glass/Glazing Under Review by KCAD

7A February 2020 Airside Civil Under Review by CWC

7B February 2020 Systems Integration Under Review by CWC

Appendix E


PROCUREMENT LOG (CONT.)

*Not all packages are listed here.

Appendix E


Group # RFP Issued to Bidders Scope of Work Award

(Prime Contractor)

7C February 2020

Fire Protection (Sprinklers)Metal StairsRoofing (including Rough Carpentry for Roofing)Overhead Coiling DoorsSpray Fireproofing

Under Review by CWC

BIM-FM February 2020 BIM to FM Integration Under Review by CWC

7D March 2020

Landside Surface ParkingMasonryMisc. MetalsLouvers (Furnish Only)Joint Sealants & Air Barrier

Bids due April 17

8A June 2020

Drywall, Framing, and CeilingsRough CarpentryDoors, Frames, and HardwareLoading Dock Equipment

TBD

CONSTRUCTION PHASING PLAN

Below please find the current Construction Phasing Plan.

1. CONSTRUCT TEMPORARY AOA FENCING ANDLOW PROFILE AIRCRAFT BARRICADES ASSHOWN ON THIS SHEET.

2. RELOCATE UTILITIES IN THE WORK AREA ANDPREPARE THE NECESSARY AREAS FOR PHASE 6.

3. BEGIN CONSTRUCTION OF PROPOSED TERMINALBUILDING.

4. CONSTRUCT PROPOSED CENTRAL UTILITYPLANT AND ASSOCIATED UTILITIES.

5. CONSTRUCT NEW AIRPORT ACCESS ROADS INPREPERATION FOR PHASE 6 WORK.

6. CUT, CAP AND RELOCATE LANDSIDE UTILITIES INTHE WORK AREA AND PREPARE THENECESSARY AREAS FOR PHASE 6 WORK.

PHASE 5MONTHS 4-9

MAJOR WORK ITEMS

LEGEND

EMPLOYEE PARKING AREAEP

CS

TEMPORARY AOA FENCE

TERMINAL CONSTRUCTION

PROPOSED FUTURE TERMINALBUILDING

TAXILANE OBJECT FREE AREA(OFA)OFA

LOW PROFILE BARRICADE

AIRCRAFT ROUTE

AIRPORT VEHICLE ROUTE

CONTRACTOR ACCESS ROUTE

TAXIWAY OBJECT FREEAREA

TOFA

CLOSED TERMINAL GATE

PUBLIC PASSENGER ACCESS

ARFF ARFF ROUTE

PREVIOUSLY CONSTRUCTEDCONTRACTOR ACCESS ROAD

EXISTING AOA FENCE

CONTRACTOR STAGING AREA

TAXIWAY SAFETY AREATSA

RON PARKING

CA

AVR

PUB

1. THE INSTALLATION OF THE TEMPORARY AOAFENCE ADJACENT TO TAXIWAY L REQUIRESTAXIWAY L TO BE LIMITED TO ADG III AIRCRAFT(MAX. 118' WINGSPAN) OPERATIONS. ADG IV ANDLARGER AIRCRAFT SHALL UTILIZE TAXIWAYS A, B,C, AND D.

2. PHASE 5 WORK INCLUDED IN GROUP 2AINCLUDES MAJOR WORK ITEM NO. 1 ONLY.

3. PHASE 5 WORK INCLUDED IN SCHEMATIC DESIGNINCLUDES MAJOR WORK ITEMS NO. 2 THROUGHNO. 8.

GENERAL NOTES

N

0

SCALE IN FEETHORIZONTAL SCALE 1"=300'

300 600300

PREVIOUSLY CONSTRUCTEDROADWAY

PROPOSED ROADWAY

CONSTRUCTION TRAILER

PREVIOUSLY CONSTRUCTEDGSE FUEL ISLAND

CONSTRUCTION FENCE

N

0

A

5/10/2018 1:57:57 PM

123456789101112

© Copyright Skidmore, Owings & Merrill LLP

OWNER

Skidmore, Owings & Merrill LLP14 Wall Street, New York, NY 10005

KEYPLAN

DATE DESCRIPTION

DRAWING TITLE

DRAWING NUMBER

NOT FOR CONSTRUCTION

533 Mexico City Avenue, Kansas City, MO 64153

KANSAS CITY INTERNATIONALAIRPORT NEW TERMINALKANSAS CITY, MO 64153

B

C

D

E

F

G

H

I

J

K

L

SEAL

PROJECT NUMBER - 6218KANSAS CITY AVIATION DEPARTMENT (KCAD)

DEVELOPER

CONTRACTOR

ARCHITECT & STRUCTURAL ENGINEER

DESIGN TEAM

533 Mexico City Avenue, Kansas City, MO 64153

MARK E. WILLIAMS, P.E. - AIRSIDE CIVILMO. LIC. NO. 2005023336

SCHEMATIC DESIGNPACKAGE

THE PROFESSIONAL WHOSE SIGNATURE AND SEALAPPEARS HEREON ASSUMES RESPONSIBILITY ONLY FORWHAT APPEARS ON THIS PAGE, AND DISCLAIMS(PURSUANT TO SEC. 327.411 RSMO) RESPONSIBILITY FORALL OTHER DOCUMENTS NOT SEALED BY THEUNDERSIGNED PROFESSIONAL.

Garver, LLCMO State Certificate of Authority# 20080130907410 NW Tiffany Springs PKWY

Kansas City, MO 64153P: 816-298-6465

Draw Architecture - Collaborating ArchitectWellner Architects - Collaborating ArchitectHJM Architects Inc. - Collaborating ArchitectFSC Inc. - Fire Protection / Code / Life SafetyLand3 Studio - LandscapeGarver - Airside CivilEntro - Signage / WayfindingOlsson - Traffic PlanningBNP - Baggage HandlingMichele & Associates - ADAThornton Tomasetti - Protective DesignSK Design Group - Glycol / Landside UtilitiesTrekk Design Group - Airside Storm DrainageARUP - Aircraft Parking / Gate Eqp. / AIS / ICTTaliaferro & Browne Inc. - Landside CivilCustom Engineering Inc. - CP Electrical / Landside Lighting3T Design & Development - Landside UtilitiesHG Consulting Group - PermittingSK Design Group - Glycol / Landside UtilitiesLightworks - Lighting / Landside LightingDubois Consultants - Struc. Terminal and CUPLeigh & O'Kane - Roadway StructureArgus Consulting - Hydrant Fuel SystemTranssolutions - Terminal PlanningPremier Engineering - DemolitionICF - ConcessionsLerch Bates - VHT ConsultantsCityfi - Smart Technology

14 SEPTEMBER 2018 ISSUED FOR PERMIT

Suite 200

CONSTRUCTION SAFETY AND PHASING PLAN - PHASE 51 SCALE: 1" = 300'

CONSTRUCTION SAFETYAND PHASING PLAN -PHASE 5

CSPP-0005

GATE

Appendix F


Low Interest Loan Program

Pay Without DelayList of participating firms through March 31, 2020:

Lead Bank Loan

Original Note Date

Contract Line of Credit

Maturity Date

Total Origination Fee % (varies by

loan size)

Contractor Portion of Origination

Fee

Edgemoor Origination Fee

% (varies by loan size)

Edgemoor Origination

Fee

Loan #1 3/27/2019 $155,000.00 3/27/2020 4.75% 1.00% 3.75% $5,812.50

Loan #2 7/20/2018 $96,000.00 7/20/2019 5.00% 1.00% 4.00% $3,840.00

Loan #3 7/20/2018 $60,000.00 7/20/2019 5.00% 1.00% 4.00% $2,400.00

Loan #4 7/20/2018 $60,000.00 7/20/2019 5.00% 1.00% 4.00% $2,400.00

Loan #5 7/20/2018 $504,000.00 7/20/2019 4.25% 1.00% 3.25% $16,380.00

Loan #6 8/5/2019 $600,000.00 8/5/2020 4.25% 1.00% 3.25% $19,500.00

Loan #7 12/10/2019 $250,000.00 08/05/2020 2.50% 1.00% 1.50% $3,750.00

Loan #8 1/10/2020 $2,000,000.00 1/10/2021 2.50% 1.00% 1.50% $30,000.00

Total through March 31, 2020: $3,725,000.00 $84,082.50

PROFESSIONAL SERVICES01. 3T-Design & Development, LLC 02. Amazing Traditions, LLC03. Anlab Environmental04. Bare Business Basics 05. Custom Engineering, Inc. 06. Draw Architecture & Urban Design, LLC07. DuBois Consultants, Inc.08. From the Ground Up Photography, Inc.09. FSC, Inc.10. Hg Consult, Inc.11. HJM Architects, Inc.12. KEM Consulting LLC13. Land3 Studio, Inc.14. Leigh & O’Kane, LLC15. Lightworks, Inc.16. Michele & Associates17. Parson & Associates, LLC18. Premier Engineering Consultants, LLC19. Priority Engineers, Inc.20. SK Design Group, Inc. 21. Taliaferro & Browne, Inc.22. Tech. Services to Go, Inc.23. TREKK Design Group, LLC24. Wellner Architects, Inc.

Appendix G

TERMINAL WORKFORCE ENHANCEMENT PROGRAMS REPORTING


CONSTRUCTION SERVICES01. AGP, Inc. 02. Alexander Mechanical Corp.03. Alpha Energy & Electric, Inc.04. American Fire Sprinkler Corp.05. Axiom Construction06. Compass Roofing07. Dye Electric, LLC08. Enterprise Control Systems, Inc.09. Exceptional Waste Solutions, LLC10. Four J Environmental, LLC 11. Freedom Interior Solutions, LLC12. Genesis Environmental Solutions, Inc.13. Hartline Construction, LLC14. IBC Traffic, Inc.15. Image Staffing, LLC16. Infinite Energy Construction, Inc.17. J.A. Lillig Excavating, Inc.18. J.A. Lillig Grading, LLC19. Julius Kaaz Construction Co., Inc.20. K. Ramos Interiors, LLC21. Maher Oil Co.22. Midwest Contracting Services, LLC23. MJ Builders LLC24. New Horizons, LLC25. Pro Metals, LLC26. Richardson Hauling Inc.27. Riteway Maintenance & Supply, LLC28. Rodriguez Mechanical Contractors, Inc.29. SE3, LLC30. SheDigs IT, LLC31. T-Shirt King, Inc.32. Tanner & Son Trucking, Co, LLC33. Three Feathers Construction & Sales, LLC34. Universal Construction Company35. Vazquez Commercial Contracting, LLC


Small Business Incubator Space

This program will be implemented upon completion of the Logistics Trailer Complex, located north of the project co-location office, and installation of a trailer to be used for this program. There are no participants as of this report date.

General Contractor Training Program

The General Contractor Training Program will be developed and implemented in the first half of 2020. No costs were incurred during the month of March 2020.

Appendix G

TERMINAL WORKFORCE ENHANCEMENT PROGRAMS REPORTING (CONT.)

Project Transportation - KCI Express Limited Route

East

Vill

age

Tran

sit C

ente

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Boar

dwal

k Sq

uare

Pa

rk &

Rid

e

KCI J

ob S

ite

Park

& R

ide

Term

inal

C

KC

I Air

port

MAP a b c dNORTHBOUND

A.M

.

6:02 6:27 6:45 6:50

KCI J

ob S

ite

Park

& R

ide

Term

inal

C

KC

I Air

port

Boar

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uare

Pa

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e

East

Vill

age

Tran

sit C

ente

r

MAP c d b aSOUTHBOUND

P.M

.

3:45 3:51 4:09 4:34

Monday–Friday Schedule

529KCI Express Limited

Barry

I-29

I-2956th

64th

72nd

I-29

c

Zona Rosa

Barry

Prai

rie V

iew

Con

gres

s

Barry Woods

Crossing

152 Hwy.152 Hwy.

I-29

Board

walk

Prairie View

201

229south

229north

Boardwalk Square

Park & Ride

234529

b b

a

Bike Share StationEstación de bicicletas

compartidasNon-Stop Service

Servicio sin interrupciones

Express/LimitedService

Expreso/LimitadoServicio

Major Transfer HubUbicación de transferencia

Schedule Time PointHora de llegada parada

de autobús

a

Streetcar RouteRuta del tranvía

Transfer OptionsOpciones de transbordo

000LEG

END

LEY

END

A

FREE Park & RideAparcamiento gratis para

viajeros de autobús

Terminal C

KCI Airport

DowntownKansas City, MO

c

d

d

Terminal B

New Terminal Construction

CookinghamBern St.

Pase

o

Cha

rlotte

11th12th

Paris St.

Mex

ico

City

Ave

.

152 Hwy.

aEast Village

Transit Center

Project Childcare Facilities

• Emmanuel Child Care | 2416 Swope Parkway and 4736 Prospect Avenue

• KD Learning Center | 3501 Woodland Avenue and 2105 Prospect Avenue (starting October 2020)

• Sweet Chariot Childcare | 2901 Flora Avenue

• Talented Tots Learning Center | 2901 Williamsburg Terrace

• United Inner Cities Childcare | St. Mark Center (12th & Garfield) and Metro Center (38th & Troost)

Pictured: Cranes mobilized for New Terminal foundation work. This photo was taken before COVID-19 protocols went into effect.

533 Mexico City AveKansas City, MO 64153

KANSAS CITY INTERNATIONAL AIRPORT NEW TERMINAL PROJECT

Edgemoor Monthly Report

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