HomeMy WebLinkAboutC2023-214 - 9/19/2023 - Approved DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
1. SERVICE AGREEMENT NO. 4870
op Demolition of Aircraft East General Aviation Hangar One
OR 11
.1852
THIS Demolition of Aircraft East General Aviation Hangar One Agreement
("Agreement") is entered into by and between the City of Corpus Christi, a Texas home-
rule municipal corporation ("City") and Coastal Bend Demolition, Inc. ("Contractor'),
effective upon execution by the City Manager or the City Manager's designee ("City
Manager").
WHEREAS, Contractor has bid to provide Demolition of Aircraft East General
Aviation Hangar One in response to Request for Bid/Proposal No. 4870 ("RFB/RFP"),
which RFB/RFP includes the required scope of work and all specifications and which
RFB/RFP and the Contractor's bid or proposal response, as applicable, are
incorporated by reference in this Agreement as Exhibits 1 and 2, respectively, as if each
were fully set out here in its entirety.
NOW, THEREFORE, City and Contractor agree as follows:
1. Scope. Contractor will provide Demolition of Aircraft East General Aviation
Hangar One ("Services") in accordance with the attached Scope of Work, as
shown in Attachment A, the content of which is incorporated by reference into
this Agreement as if fully set out here in its entirety, and in accordance with Exhibit
2.
2. Term. The Term of this Agreement is six months beginning on the date provided in
the Notice to Proceed from the Contract Administrator or the City's Procurement
Division. Should it be deemed necessary by the City for the completion of the
Services, the parties may mutually extend the term of this Agreement, provided,
the parties do so in writing prior to the expiration of the original term.
3. Compensation and Payment. This Agreement is for an amount not to exceed
$226,500.00, subject to approved extensions and changes. Payment will be made
for Services performed and accepted by the City within 30 days of acceptance,
subject to receipt of an acceptable invoice. All pricing must be in accordance
with the attached Bid/Pricing Schedule, as shown in Attachment B, the content of
which is incorporated by reference into this Agreement as if fully set out here in its
entirety. Any amount not expended during the initial term or any option period
may, at the City's discretion, be allocated for use in the next Option Period.
Invoices must be mailed to the following address with a copy provided to the
Contract Administrator:
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DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
City of Corpus Christi
Attn: Accounts Payable
P.O. Box 9277
Corpus Christi, Texas 78469-9277
4. Contract Administrator. The Contract Administrator designated by the City is
responsible for approval of all phases of performance and operations under this
Agreement, including deductions for non-performance and authorizations for
payment. The City's Contract Administrator for this Agreement is as follows:
Victor Gonzalez
Aviation Department
Phone: 361-826-1788
Email: victor@cctexas.com
5. Insurance; Bonds.
(A) Before performance can begin under this Agreement, the Contractor must
deliver a certificate of insurance ("COI"), as proof of the required insurance
coverages, to the City's Risk Manager and the Contract Administrator.
Additionally, the COI must state that the City will be given at least 30 days'
advance written notice of cancellation, material change in coverage, or intent
not to renew any of the policies. The City must be named as an additional insured.
The City Attorney must be given copies of all insurance policies within 10 days of
the City Manager's written request. Insurance requirements are as stated in
Attachment C, the content of which is incorporated by reference into this
Agreement as if fully set out here in its entirety.
(B) In the event a payment bond, a performance bond, or both, are required of
the Contractor to be provided to the City under this Agreement before
performance can commence, the terms, conditions, and amounts required in the
bonds and appropriate surety information are as included in the RFB/RFP or as
may be added to Attachment C, and such content is incorporated here in this
Agreement by reference as if each bond's terms, conditions, and amounts were
fully set out here in its entirety.
6. Purchase Release Order. For multiple-release purchases of Services to be
provided by the Contractor over a period of time, the City will exercise its right to
specify time, place and quantity of Services to be delivered in the following
manner: any City department or division may send to Contractor a purchase
release order signed by an authorized agent of the department or division. The
purchase release order must refer to this Agreement, and Services will not be
rendered until the Contractor receives the signed purchase release order.
7. Inspection and Acceptance. Any Services that are provided but not accepted by
the City must be corrected or re-worked immediately at no charge to the City. If
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immediate correction or re-working at no charge cannot be made by the
Contractor, a replacement service may be procured by the City on the open
market and any costs incurred, including additional costs over the item's
bid/proposal price, must be paid by the Contractor within 30 days of receipt of
City's invoice.
8. Warranty.
(A) The Contractor warrants that all products supplied under this Agreement are
new, quality items that are free from defects, fit for their intended purpose, and of
good material and workmanship. The Contractor warrants that it has clear title to
the products and that the products are free of liens or encumbrances.
(B) In addition, the products purchased under this Agreement shall be warranted
by the Contractor or, if indicated in Attachment D by the manufacturer, for the
period stated in Attachment D. Attachment D is attached to this Agreement and
is incorporated by reference into this Agreement as if fully set out here in its
entirety.
(C) Contractor warrants that all Services will be performed in accordance with
the standard of care used by similarly situated contractors performing similar
services.
9. Quality/Quantity Adjustments. Any Service quantities indicated on the Bid/Pricing
Schedule are estimates only and do not obligate the City to order or accept more
than the City's actual requirements nor do the estimates restrict the City from
ordering less than its actual needs during the term of the Agreement and including
any Option Period. Substitutions and deviations from the City's product
requirements or specifications are prohibited without the prior written approval of
the Contract Administrator.
10. Non-Appropriation. The continuation of this Agreement after the close of any
fiscal year of the City, which fiscal year ends on September 30th annually, is subject
to appropriations and budget approval specifically covering this Agreement as
an expenditure in said budget, and it is within the sole discretion of the City's City
Council to determine whether or not to fund this Agreement. The City does not
represent that this budget item will be adopted, as said determination is within the
City Council's sole discretion when adopting each budget.
11. Independent Contractor. Contractor will perform the work required by this
Agreement as an independent contractor and will furnish such Services in its own
manner and method, and under no circumstances or conditions will any agent,
servant or employee of the Contractor be considered an employee of the City.
12. Subcontractors. Contractor may use subcontractors in connection with the work
performed under this Agreement. When using subcontractors, however, the
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Contractor must obtain prior written approval from the Contract Administrator
unless the subcontractors were named in the bid or proposal or in an Attachment
to this Agreement, as applicable. In using subcontractors, the Contractor is
responsible for all their acts and omissions to the same extent as if the
subcontractor and its employees were employees of the Contractor. All
requirements set forth as part of this Agreement, including the necessity of
providing a COI in advance to the City, are applicable to all subcontractors and
their employees to the same extent as if the Contractor and its employees had
performed the work. The City may, at the City's sole discretion, choose not to
accept Services performed by a subcontractor that was not approved in
accordance with this paragraph.
13. Amendments and Changes. This Agreement may be amended or modified only
by written change order signed by both parties. Change orders may be used to
modify quantities as deemed necessary by the City. Any changes that alter the
method, price, or schedule of work must be allowable, allocable, within the scope
of any federal grant or cooperative agreement, and reasonable for the
completion of the project scope.
14. Waiver. No waiver by either party of any breach of any term or condition of this
Agreement waives any subsequent breach of the same.
15. Taxes. The Contractor covenants to pay payroll taxes, Medicare taxes, FICA
taxes, unemployment taxes and all other related taxes. Upon request, the City
Manager shall be provided proof of payment of these taxes within 15 days of such
request.
16. Notice. Any notice required under this Agreement must be given by fax, hand
delivery, or certified mail, postage prepaid, and is deemed received on the day
faxed or hand-delivered or on the third day after postmark if sent by certified mail.
Notice must be sent as follows:
IF TO CITY:
City of Corpus Christi
Attn: Victor Gonzalez, Senior Project Manager
1000 International Drive, Corpus Christi, TX 78406
Phone: 361-826-1788
Fax: n/a
IF TO CONTRACTOR:
Coastal Bend Demolition, Inc.
Attn: Vernon Carr, President
5001 Allen PI., Corpus Christi, TX 78411
Phone: 361-851-0464
Fax: n/a
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17. CONTRACTOR SHALL FULLY INDEMNIFY, HOLD HARMLESS AND DEFEND
THE CITY OF CORPUS CHRISTI AND ITS OFFICERS, EMPLOYEES AND
AGENTS ("INDEMNITEES") FROM AND AGAINST ANY AND ALL LIABILITY,
LOSS, CLAIMS, DEMANDS, SUITS, AND CAUSES OF ACTION OF
WHATEVER NATURE, CHARACTER, OR DESCRIPTION ON ACCOUNT OF
PERSONAL INJURIES, PROPERTY LOSS, OR DAMAGE, OR ANY OTHER KIND
OF INJURY, LOSS, OR DAMAGE, INCLUDING ALL EXPENSES OF
LITIGATION, COURT COSTS, ATTORNEYS' FEES AND EXPERT WITNESS FEES,
WHICH ARISE OR ARE CLAIMED TO ARISE OUT OF OR IN CONNECTION
WITH A BREACH OF THIS AGREEMENT OR THE PERFORMANCE OF THIS
AGREEMENT BY THE CONTRACTOR OR RESULTS FROM THE NEGLIGENT
ACT, OMISSION, MISCONDUCT, OR FAULT OF THE CONTRACTOR OR ITS
EMPLOYEES OR AGENTS. CONTRACTOR MUST, AT ITS OWN EXPENSE,
INVESTIGATE ALL CLAIMS AND DEMANDS, ATTEND TO THEIR SETTLEMENT
OR OTHER DISPOSITION, DEFEND ALL ACTIONS BASED THEREON WITH
COUNSEL SATISFACTORY TO THE CITY ATTORNEY, AND PAY ALL
CHARGES OF ATTORNEYS AND ALL OTHER COSTS AND EXPENSES OF
ANY KIND ARISING OR RESULTING FROM ANY SAID LIABILITY, DAMAGE,
LOSS, CLAIMS, DEMANDS, SUITS, OR ACTIONS. THE INDEMNIFICATION
OBLIGATIONS OF CONTRACTOR UNDER THIS SECTION SHALL SURVIVE
THE EXPIRATION OR EARLIER TERMINATION OF THIS AGREEMENT.
18. Termination.
(A) Termination for Cause. The City may terminate this Agreement for
Contractor's failure to comply with any of the terms of this Agreement. The City
must give the Contractor written notice of the breach and set out a reasonable
opportunity to cure. If the Contractor has not cured within the cure period, the
City may terminate this Agreement immediately thereafter.
(B) Termination for Convenience. Alternatively, the City may terminate this
Agreement for convenience upon 30 days advance written notice to the
Contractor. The City may also terminate this Agreement upon 24 hours written
notice to the Contractor for failure to pay or provide proof of payment of taxes as
set out in this Agreement. In the event of termination for convenience, the
Contractor will be compensated for all Services performed prior to the date of
termination. The City shall have no further obligations to the Contractor.
19. Effect of Breach. In addition to the remedy of termination, if the Contractor violates
or breaches any provision of the Agreement, the City may pursue any other claims
or causes of action available under the law. No specific sanctions or penalties
apply to this Agreement except those that are otherwise available under the law.
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20. Limitation of Liability. The City's maximum liability under this Agreement is limited
to the total amount of compensation listed in Section 3 of this Agreement. In no
event shall the City be liable for incidental, consequential or special damages.
21. Assignment. No assignment of this Agreement by the Contractor, or of any right
or interest contained herein, is effective unless the City Manager first gives written
consent to such assignment. The performance of this Agreement by the
Contractor is of the essence of this Agreement, and the City Manager's right to
withhold consent to such assignment is within the sole discretion of the City
Manager on any ground whatsoever.
22. Severability. Each provision of this Agreement is considered to be severable and,
if, for any reason, any provision or part of this Agreement is determined to be
invalid and contrary to applicable law, such invalidity shall not impair the
operation of nor affect those portions of this Agreement that are valid, but this
Agreement shall be construed and enforced in all respects as if the invalid or
unenforceable provision or part had been omitted.
23. Order of Precedence. In the event of any conflicts or inconsistencies between this
Agreement, its attachments, and exhibits, such conflicts and inconsistencies will
be resolved by reference to the documents in the following order of priority:
A. this Agreement (excluding attachments and exhibits);
B. its attachments; then, its exhibits;
C. the bid solicitation document including any addenda (Exhibit 1 ); then,
D. the Contractor's bid response (Exhibit 2).
24. Certificate of Interested Parties. Contractor agrees to comply with Texas
Government Code Section 2252.908, as it may be amended, and to complete
Form 1295 "Certificate of Interested Parties" as part of this Agreement.
25. Governing Law. Contractor agrees to comply with all federal, Texas, and City laws
in the performance of this Agreement. The applicable law for any legal disputes
arising out of this Agreement is the law of the State of Texas, and such form and
venue for such disputes is the appropriate district, county, or justice court in and
for Nueces County, Texas.
26. Public Information Act Requirements. This paragraph applies only to agreements
that have a stated expenditure of at least $1,000,000 or that result in the
expenditure of at least $1,000,000 by the City. The requirements of Subchapter J,
Chapter 552, Government Code, may apply to this contract and the Contractor
agrees that the contract can be terminated if the Contractor knowingly or
intentionally fails to comply with a requirement of that subchapter.
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27. Entire Agreement. This Agreement constitutes the entire agreement between the
parties concerning the subject matter of this Agreement and supersedes all prior
negotiations, arrangements, agreements and understandings, either oral or
written, between the parties.
28. Federal Funding Requirements. This project is subject to requirements provided for
by relevant federal agencies. A set of Federal Requirements has been attached
as Attachment E, the content of which is incorporated by reference into this
Agreement as if fully set out here in its entirety. The Contractor must comply with
Attachment E while performing the Services. The Contractor will insert in any
subcontracts all Federal Provisions/Requirements contained in the Agreement,
such other clauses as FEMA, the FAA, or their designees may by appropriate
instructions require and a clause requiring the subcontractors to include these
clauses in any lower tier subcontracts. The prime Contractor shall be responsible
for the compliance by any subcontractor or lower tier subcontractor with all the
contract clauses.
[Signature Page Follows]
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DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
CONTRACTOR
DocuSigned by:
Signature: Vuwv,
Printed Name: Vernon carr
Title: President
Date: 8/29/2023
M2023-147 Authorized By
CITY OF CORPUS CHRISTI
Council 9/19/2023
DocuSigned by:
DS
,1oSKDt E5B
Assistant Director of Finance - Procurement
Date: 10/6/2023
APPROVED AS TO LEGAL FORM
5DocuSigned by:
x".04 Aw- 10/5/2023
Assis an i y Attorney Date ATTEST:
LDocuSigned by:
( P
Attached and Incorporated by Reference: 11
Rebecca Huerta
Attachment A: Scope of Work
City Secretary
Attachment B: Bid/Pricing Schedule
Attachment C: Insurance and Bond Requirements
Attachment D: Warranty Requirements
Attachment E: Federal Requirements
Incorporated by Reference Only:
Exhibit 1 : RFB/RFP No. 4870
Exhibit 2: Contractor's Bid/Proposal Response
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Attachment A: Scope of Work
1.1 General Requirements/Background Information
The Contractor shall provide demolition services for Aircraft East General
Aviation Hangar One. The Contractor shall have enough responsible, trained
personnel qualified to provide the required services.
1.2 Scope of Work
A. The Contractor shall provide a demolition plan to Contract Administrator
prior to commencing work for CCIA's review.
B. The Contractor shall provide all supervision, labor, transportation, tools,
materials, and equipment necessary for the completion of services. All
services must be performed in accordance with federal, state, local
building codes, and OSHA safety requirements.
C. The Contractor shall acquire all required permit from Development
Services. Submit Discontinuation of City Utilities Form 1017 with permit
application. Form 1017 is provided in Attachment A-1. Lead and Asbestos
reports are provided in Attachments A-2 and A-3. There are areas of
the building with asbestos- containing materials and lead-based paint.
The contract allowance will be used to compensate the permit fees and
the fees will be reimbursed at cost. Permitting fees should not exceed
$9,000.00. For bidding consistency, use $9,000.00 for the permit fee in your
proposal which will include the following fees: demolition fee, plan review
fee, and disposal fee.
D. The Contractor shall demolish the entire structure including the
foundation, associated signposts, and post foundations which are
located on the south side of the hangar, and haul debris to an authorized
disposal site. The building is approximately 28,000 square feet (SF). See
Attachment A-4 for photos of the building.
E. The Contractor shall selectively demolish and dispose of asbestos-
containing material and lead-based paint in accordance with Federal,
State, and Local requirements. All removal shall be in accordance with
the Texas Asbestos Health Protection rules. Third-party lead and asbestos
monitoring will be contracted by the City. The Contractor shall follow the
attached abatement work plan, see Attachment A-2, A-3.
F. The Contractor shall demolish all interior and exterior electrical systems
and components back to the pad-mounted transformer. Service is to be
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disconnected at transformer by AEP, the Contractor shall schedule all
work with AEP.
G. The Contractor shall demolish all interior and exterior plumbing service
lines back to the nearest service main.
H. The Contractor shall coordinate all utilities termination with the City to
include: sewer, natural gas, water, and stormwater.
I. The Contractor shall grade and haul in topsoil as necessary to prevent
water ponding and to promote positive drainage towards existing area
inlets. Hydroseed and water as needed to establish vegetation. Topsoil is
defined as the outer layer of soil, several inches deep, made up of clay,
sand, and silt. Topsoil has gone through a screening process to remove
debris and create a consistent texture. Topsoil will be required to bring
the finished grade directly adjacent to the edge of the
pavement. Topsoil will also be required to a uniform depth of 4 inches
after compacting all fill areas and in areas where seeding and fertilizer
are to be applied. The topsoil shall be evenly spread to all proposed
areas. Spreading shall not be done when the ground or topsoil is frozen,
excessively wet, or otherwise in a condition detrimental to the
work. Spreading shall be carried on so that turfing operations can
proceed with a minimum of soil preparation or tilling. After spreading, any
large, stiff clods and hard lumps shall be broken with a pulverize or by
other effective means, and all stones or rocks (2 inches or more in
diameter), roots, litter, or any foreign matter shall be racked up and
disposed of by the Contractor. After spreading is completed, the topsoil
shall be lightly rolled and lightly packed to avoid displacement. The
compacted topsoil surface shall conform to the required lines, grades,
and cross sections to prevent the ponding of water. Any topsoil or other
dirt falling upon pavements because of hauling or handling of topsoil shall
be promptly removed.
J. Backfill material shall be made with select soil, free of rocks and debris,
and shall be pneumatically tamped in six-inch layers to secure a field
density ratio of 90 percent unless otherwise specified. Material for backfill
shall be fine, readily compatible soil, granular material selected from the
excavation, or a source of the Contractor's choosing. It shall not contain
frozen lumps, stones that would be retained on a 2-inch sieve, chunks of
high plastic clay, or other objectionable materials.
K. If any trench is required for the protection of existing pipes (ie. Stormwater
drain), trenches shall not be excessively wet and shall not contain pools
of water during backfilling operations. Trenches shall be completely
backfilled and tamped level with the adjacent surface. Care shall be
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exercised to thoroughly compact the backfill material under the
haunches of the pipe. Material shall be brought up evenly on both sides
of the pipe.
L. The Contractor shall be responsible for hauling water to the site. The
Contractor shall provide general care of the seeded areas as soon as the
Hydro seeding has been laid and shall continue until final inspection and
acceptance of the work. This includes water and watering equipment to
all seeded areas. Seeded areas will be kept moist until it has become
established, and its continued growth assured. In all cases, watering shall
be done in a manner that will avoid erosion from the application of
excessive quantities and will avoid damage to the finished surface.
M. All building debris shall be removed from the site. There shall be no visible
debris on site upon completion of the project.
N. Prior to any structural demolition, installation, or removal of fencing
requires the approval and coordination of the Airport Public Safety office.
Daily coordination is required to ensure the AOA area is not compromised
and remains secured during the entire process.
O. The Contractor shall provide Temporary Airport Operations Area (AOA)
Fencing. The fence must be 8' tall with 3 strained barbwire. The contractor
cannot drill into the existing apron to secure a temporary AOA fence. The
fence shall be physically connected to the existing fence on the south
end AOA fence and up to the adjacent building on the North side. The
fence shall be adequately secured to keep unauthorized personnel out
of the AOA. The fence shall also have a mesh covering attached to the
fence to prevent debris from entering the AOA.
The temporary fence must be metal chain-link. Any fence installed over
natural ground shall be post-driven. The fence installed with existing
pavement shall be secured using sandbags, water barrels, or another
method that does not damage existing pavement and is priorly
approved by CCIA Project Manager. The fence shall be secured so that
an individual cannot push over the fence. The temporary chain-link fence
must be approved by the CCIA Public Safety Office and Project Manager
prior to installation. All costs associated with meeting the TSA fencing
requirements and approval shall be incorporated into the bid. TSA and
CCIA may inspect the fence periodically for compliance. It is the
Contractor's responsibility to maintain this temporary fence to the
approval of the TSA and CCIA throughout the duration of the project. The
removal of the temporary fence at the end of the project shall be
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considered subsidiary to the temporary chain link fence. Post holes within
the natural ground and all disturbed areas shall be filled with the material
to match the surrounding conditions and tamped flush with the surface.
The Contractor will have to obtain a CCIA badge to conduct work in the
AOA area which requires to attend a class and associated fees
described below.
Personnel entering the secured area must be in possession of and always
display a valid airport identification badge or must be escorted by a
person with a valid airport identification badge with escort privileges. Any
person who is escorting individuals must always be in positive control of
the escorted individuals. Any person who has been issued a badge, but
is not in possession of the badge, may not enter the secured AOA. Airport
identification badges may be obtained from the airport during regularly
scheduled times for issuance of badges. There is a $45.00 charge for
issuance of the badge and $100.00 if the badge is not returned within 30
days of expiration. All badges must be returned to the airport upon
completion of the project unless directed otherwise by the airport. Any
fine, including all associated costs, assessed by the airport for failure to
maintain the security of the airport which is a direct result of the
negligence of the prime contractor, any of his subcontractors, or any
supply/delivery personnel, will be assessed to the prime contractor. The
contractor must have enough personnel airport-issued badges with
escort authorization present to maintain constant escort and positive
control of all unbadged personnel while inside the airport security fence.
The Contractor shall provide all expenses incurred associated with
obtaining an airport badge shall be considered subsidiary to the overall
project costs.
P. The Contractor shall provide a Temporary Construction Fence around the
entire construction site prior to demolition.
Q. All loose debris shall be acquired at the end of every workday to prevent
debris from blowing out of the controlled construction site.
R. The Contractor shall provide temporary controls to protect the occupied
adjacent building from damage.
S. The Contractor shall provide stormwater protection and silt fencing
around the entire construction perimeter.
T. The Contractor shall protect all underground utilities from damage,
including the stormwater collection system running underneath the
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building. Any damage shall be corrected by the Contractor at the
Contractor's expense.
U. The Contractor shall provide adequate controls to prevent equipment
from tracking debris out of the construction site and onto the airport
roadways. Any debris tracked off-site shall be immediately cleaned the
same day.
V. No explosives will be allowed for any demolition of any facility or
infrastructure.
W. The Contractor shall install Permanent AOA Fencing which meets FAA
requirements. The Contractor shall provide and install a new permanent
hot-dipped galvanized 8' tall, 270' long, AOA fence with three strand
barbed wire in accordance with items 1-5 below, in conformance with
the supplied drawings and specification, only as it applies to this project
scope, and to match existing fence material type and coating as shown
in Attachment A-4 photos 13-17. Alternate materials and/or coatings will
not be accepted.
1 . Demolish a small section of the fence and install a new section of
fence as shown in Attachment A-5. The last fence pole and building
connection point shall be no more than 3" apart.
2. All fence material, including but not limited to fabric, poles, braces,
rails, ties, tension wire, hardware, barbed wire, extension arms,
stretcher bars, stretcher bar bands, rebar anchors, grounding, and
concrete shall be in conformance with F-162 Specifications provided
in Attachment A-6 only as it applies to this project scope.
3. Install new fence system in accordance with the details shown in
Attachment A-7 only as it applies to this project scope.
4. Install new concrete erosion control strip in accordance with details
shown in Attachment A-8 only as it applied to this project scope.
5. Install new grounding system in accordance with Attachment A-9 only
as it applies to this project scope. Grounding systems shall be installed
at 50' intervals.
X. The Contractor shall repair any potential damage to the parking lot
including existing pot holes, see Attachment A-11.
1.3 Work Site and Conditions
The work shall be performed at the CCIA located at: East Hanger 1 - 586
Hangar Lane, Corpus Christi, TX 78406, see Attachment A-Site Map.
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1.4 Contractor Quality Control and Superintendence
The Contractor shall establish and maintain a complete Quality Control
Program that is acceptable to the Contract Administrator to assure that the
requirements of the Contract are provided as specified. The Contractor will
also provide supervision of the work to insure it complies with the contract
requirements.
1.5 Special Instructions
A. The Contractor shall report to the Project Manager or designee at the
location upon arrival.
B. Any unauthorized changes or services performed by the Contractor will
be the responsibility of the Contractor.
C. The Contractor shall clean and haul away all debris.
D. After completion of the inspection the Contractor shall report back to the
Contract Administrator or designee.
1.6 Invoicing
The Contractor shall submit invoice for services to the City. The invoice shall
include:
A. Work description, Purchase Order Number (PO#), Service Agreement
Number, Location and date of service and labor hours.
B. Invoices shall be sent as follows: Original to CCIA Accounts Payable and
a copy to John Johnson at JohnJ@cctexas.com and one to the Contract
Administrator Victor Gonzalez at Victor@cctexas.com.
C. The Contractor shall include copies of the work order and contractor
information provided by the Project Manager or designee. This is used as
a back- up for the invoice. Approval for payment shall be authorized by
the Contract Administrator.
D. Progress payments are not authorized. The invoice will be paid in full after
completion and acceptance of the project.
1.7 Bonds
The Contractor shall provide a payment bond if the estimate of this project
exceeds
$50,000 and a performance bond if the estimate of this project exceeds
$100,000 for the full amount of the contract. Insurance and bonds must be
maintained throughout the term of the contract.
Page 6 of 7
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166135CD21DD
1.8 Scope of Work Attachments
Attachment A-Site Map
Attachment A-1 Discontinuation of City Utility Services
Attachment A-2 Lead-Based Paint Inspection Report
Attachment A-3 Asbestos Survey
Attachment A-4 Hangar One Building Photos
Attachment A-5 Fencing Map
Attachment A-6 F-162 Fence Specifications
Attachment A-7 New Fence Details
Attachment A-8 Concrete Erosion Control Strip Details
Attachment A-9 New Grounding System Details
Page 7 of 7
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
Attachment A -Site Map
HW_44
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1000 International Drive
Corpus Christi, TX 78406
J Har�Oar
re-Bid Site Visit Meo�in
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DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD Attachment A-1
Discontinuation of City Utility Services
Upon Issuance of a Demolition or House Move Permit
I
Development Services Department
2406 Leopard St. Corpus Christi, TX 78408 1 Phone: 361.826.3240 Fax: 361.826.4375 1 PermitRequests@cctexas.com
DATE: / / Permit#
Check the type of permit that applies: X❑ Demolition ❑ House Move
Permit Address:
Street City Zip
Upon issuance of a Demolition or House Move permit, work shall not commence for
a period of 72 hours, unless ALL public and private utility line locations have been
identified and the removal of City Gas utility meters and service pipe lines has been
performed. The location of underground utilities requires a 48 hour notification and
the removal of any under/ above ground City Gas utilities requires a 24 hour
notification.
With my signature, I acknowledge that I understand and agree to abide by the policy;
Contractor Name (Printed) Contractor Signature
Company Name
Company Address
Email Telephone Number
Contact Name (Printed) Telephone Number
City of Corpus Christi I Form No: DSD-1017 Rev. 7/16/18 1 Page 1 of 1
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD Attachment A-2
Asbestos Mold Inspections
Coastal Bend
Mold 2732 S. Padre Island Drive *Corpus Christi,TX 78415
CoastslPentt (381) 3'84 7776
wwweasbestosrnoldceastal8end.corn, infoftgingoast f errd.corrt
September 29, 202
Mr. Max Jones
Capital Improvements Program.Manager C B201220
City of Corpus Christi
1.201 Leopard Street.
Corpus Christi, TX 78401
P: (361) 826-3389
E; maxj&etexas.com
Re: Lea( Baser!Paint (LBF) Inspection Rel)ort
Carpus Christi International Athpvrt—Ilangar 1
586 Hangar Lane
Carpus Christi, Texas 78401
Project Na.: CB-20-1220
Mr. Jones:
Pursuant to your request on. September 23, 2020, Mr. Arthur Vallejo, 'Texas Department of State Health
Services (TDS11S), Lead Inspector, #2060891, of Astex Environmental Services (Astex), TDSHS
Lead. Firm #2110460, inspected the above referenced site located at 586 hangar Lane, Corpus
Christi, Texas 78401 for the purpose of performing a visual examination as well as conducting a
Lead-Based Paint (L13P) Survey. For this survey, Astex conducted lead-based paint testing
utilizing a Niton X-Ray Fluorescence (XRF)portable paint analyzer.
Summary a Results
Utilizing the X1U,, Astex secured a total of sixty-five (65) individual paint readings from
randomly selected interior & exterior surfaces. In accordance with the Environmental Protection.
Agency (EPA), and the Federal Housing and. Urban Development (HUD) Guidelines, all. XRF
readings with levels at or above 1.0 mg/cm2 are considered to be positive for Lead content.
a The gray door components located within the hangar analyzed above 1.0 ung/cniz
and are identified as positive or lead containing. (See Photos)
Page 1 of 12
1
DocuSign Envelope ID:34EA931 F-49DF-4437-AD26-A6166B5CD2DD
Lead-Based Adid(LBP)Inspection Report
Coipus Christi International A hporl—l-kingar 1
586 11(ingar Law,, Corpus Christi, Texas
This XRF testing was conducted in order to pre-determine the potential representative lead
content of the building's components and it is important to note that this limited testing is not
intended to identify all painted components that are or are not lead-containing but rather give an
indication of a potential lead hazard that may be present.
Conclusions
Based on the above OSHA criteria and XRF testing, the following Conclusions are offered:
o A lead dust hazard is present on structural components for the hangar building.
0 Since this building is neither categorized as "target housing" nor a "child-occupied
facility," in accordance with the revised "HUD Guidelines for the Evaluation and
Control of Lead-Based Paint Hazards in Housing" (HUD Guidelines), it is exempt
from the Federal HUD Regulations and the Texas Environmental Lead Reduction
Rules (TELRR); however, the Occupational Safety and Health (OSHA) definition
that ANY lead content identified in paint could create a hazard of Lead Dust
exposure if paint is deteriorated and/or disturbed.
0 See XRF Component Specific Analytical Results attached.
Recommendations
0 OSHA Regulation, 29 CFR 1926.62(d)(1) indicates employees performing lead-related
tasks (e.g. manual demolition of structures, manual scraping, manual sanding, heat gun
applications, and power tool cleaning with dust collection systems) should be monitored
for exposure to lead particulate. Each contractor performing tasks with personnel on-site
during disturbance of LBP components are solely responsible for the respiratory program
for said company and personnel,
0 Each contractor performing tasks with personnel on-site during disturbance of 1,13P
components are solely responsible for developing and communicating Engineering
Controls to be implemented to reduce employee exposure to lead for said company and
personnel.
In the United States, the Resoui-ce Conservation and Recovery Act (RCRA) of 1976 led
0
to establishment of federal standards for the disposal of solid waste and hazardous waste.
RCRA requires that industrial wastes and other wastes must be characterized hollowing
testing protocols published by EPA.
A toxicity characteristic leaching procedure (TCLP) is a soil sample extraction
rnethod for chemical analysis employed as an analytical method to simulate
leaching through a landfill. The testing methodology is used to determine if a
waste is characteristically hazardous, ie., classified as one of the "D" listed
1. wastes by the U.S. Environmental Protection Agency (EPA). The extract is
analyzed for substances appropriate to the protocol (for this application lead
TC1,P).
Page 2 of 12
Traject No.:CB-20-1196 2
DocuSign Envelope ID:34EA931 F-49DF-4437-AD26-A6166B5CD2DD
Lewl-Based Pohd Inspection Report
Coilms Christi hilernutional Ahport—flongar 1
586 Hangar Larne, Conlan Christi, Texas
— AES recommends at least one (1) TCLP Lead sample be collected and delivered
to a certified and licensed laboratory for the characterization of lead content by
volume for the appropriate waste stream disposal (a list of licensed laboratories
may be provided by and AES representative upon request).
If you have any questions regarding any part of this report, please do not hesitate to call me at
(210) 828-9800.
Sincerely,
Astex Environmental Services
'I'DSI-IS Lead Firm#2110460
Stephen Jimenez
'I'DSI-IS Lead Risk Assessor#2071040
Page 3 of 12
Project No.: CB-20-1196 3
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
Lead-Based Point(LBP)Inspection Report
Corpus Christ!International Airport--11mi ar 1
586 Hangar Lane,, Corpus Christi, Texas
XRF ANALYTICAL RESULTS
Page 4 of 12
Project No,: CB-20-1220
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
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DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
Z ear!I3rrsed Prrhlt(1,RP)Inspection Report
Collars Christi Inicu-nadmiai Aitport—11migar 1
586 Ilrrngar Lane, Cotpns Christi, '!Texas
PHOTOS
Project No,: CB-20-1220 Page 7 of 12
h
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
J 0188°S(T) lf)27-46'31"N,97°30'1 W t36ft ♦46ft
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Page 8 of 12
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
Learl-Rinsed Paint(LISP)Inspection Report
Corpus Christi International Airport—I-Iangru I
5861.1mig*ru•Larne, Commis Christi, Teras
LICENSES / CERTIFICATIONS
I'ro jest No..CB-20-1220
Page 9 of 12
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
9
I
I
Texas Department of State Health Services
BEITMlQIY ' 27YAT
JEFF ZUNTUR. SPECIALTY PRODUCTS INC DBA
ASTEX ENVIRONMENTAL SERVICES
1s cert i6od to patfo x as a
i
i
Lead Firm
in dze State of:Z earns,and is hembygo5+'emed bar t1��xrgbts,puvrleges ancfrespQ�s�brLiGes
set,Eorthia Texns oceupad'ons Code, CGapter.1 95and Title-9,Tav s-4drniru'sw?dvq Code, ChapterMg
rent si to Teeasffnt o=enmILeadReducd''aa„nslaq is thisllceaseIsnot sraspecrdedorrevoked,
C ddention.Nutub�--a,2110460 Rwpj� t eoju Dot&11 0.12020
,J
CotatroZ.1''+=bcr 700 Comm! o-aaro '.health ( a�cSl et �z tt'att Jat�;
vDfD IV Aj T zBD NONTRAANSPERM31,I3
SEE BACK
Page 10 of 12
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
D;epaxtmeiit of 9 aI.�Ji Ges ae"rtifies that
ARTR 0'
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Page 1 1 of 12
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
e kTeW-JIAe ces comes that
ry IDI
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i�l1flG8ttior 64,
�pc�.trol]'±to:7011� 11118 t t .M.D,
4/20024
Texas Deparftnent of State Health Services
.B-HITKNOWIN MT
STEPBBN P ;JIl dENEZ
is cettf Ted to perfotm q a
Lead Risk Assessor
in the State ofTe"s and is herebygo ve=ed by the xghts,privileges and respcnsihMdcs
setfosth iu Tamas Occupations Cade, Chapter l955and Title 35, Teaas_4chnihistwtive Code, Chapter-295
relating to T s Bnviroc�raeutal Lead Reducdo ,as long as Ws 11 en is riot suspended orrevoked.
C "xcation Numb=2071040 Expiration Date:0412612021
Vo-- I
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ControlNumbex: 7611 Corr issionet"o�'.�mM (Vold AAerF,rPAVtionDat)
VOID 1F ALTER—ED NON-TRANSFERABLE
SEE BACK
Page 12 of 12
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD Attachment A-3
Asbestos Mold Inspections
Coastal Bend
sbestos
tnsotris ld 2732 S. Padre Island Drive• Corpus Christi,TX 78415
coastal Bend ,, (361)384-7776
wwwasbe tasrnokico stalbend corn iDjo a arnicoastalbend.com
September 29, 2020
Mr. Max Tones
Capital Improvements Program Manager C 8201220
City of Corpus Christi
1201. Leopard Street
Corpus Christi., Texas 78401
P: (361) 826-3389
E: max` &ctexas.com.
Re. Pre-Demolition Asbestos 'Vurvey
Corpus Christi.international Airport—Hangar 1
586 Hangar Lane
Corpus Christi, Texas 78401
Project No: CB-20-1220
Mr. Jones:
The following are the results of the asbestos testing conducted by Mr. Art Vallejo, Texas
Department of State health. Services (TDSIIS) Asbestos Inspector License #60-2313, of Astex
Environmental Services (AES) at the above referenced project. On September 23, 2020, a total
of thirty-nine (39) samples of suspect asbestos containing building materials were collected and
sent to Environmental Analytical Services, L.L.C,, Houston, Texas, TDSHS Laboratory License
No.: 30-0373, for analysis by Polarized Light Microscopy (PLM) in accordance with EPA
600/1 -93/11.6 Method.
Asbestos is a naturally occurring mineral that is distinguished from other minerals by the fact
that it occurs in long, thin fibers. Its characteristics are that it does not burn, it is strong, it
conducts heat and electricity poorly, and it is impervious to chemical corrosion, therefore,
asbestos was utilized in numerous construction materials. Typically, asbestos containing
materials (ACM) can be found as: fireproofing material on the steel beams of multi-story
buildings; roofing shingles, felts, and tars; floor tiles and mastic, acoustic ceiling and wall
textures;joint compound; and Thermal System Insulation (TSI) for pipes, ducts, and joints. Over
a period of years these asbestos-containing materials may become friable, that is pulverized by
hand pressure,thus releasing fibers into the air.
Limitations:
The results, findings and conclusions documented in this report are based solely on conditions
observed the day(s) of the inspection (Photos Appendix B, if applicable). AES and its assigns
male no representations or assumptions as to past or future conditions of the premises or
building material content. AES representatives executed the enclosed ACRM inspection in areas
(as directed by those authorizing the work to be done) that may be impacted during future
Project No.: CB-20-1.220
Page 1 of 30
DocuSign Envelope ID:34EA931 F-49DF-4437-AD26-A6166B5CD2DD
Unifted Asbestos Survey Report
Corpus Christi hiternotioll o/A i1port—Hollgar 1
586 I-kingar Low, Coilms Christi, Texas 7840.1
maintenance, renovation or demolition tasks. Unless directed otherwise, inspection methods used
were non-destructive; that is, existing materials were not significantly disturbed or demolished in
order to verify the presence of hidden ACBM.As in all ACBM testing events,bulk samples (small
physical specimens) are required and were collected in the most discrete method possible in order
to maintain the visual appearance of the premises, Al.3S is not responsible for damage or repair to
areas where bulk samples were required to satisfy the authorized work to be completed.
The building owner, tenant, personnel and their authorized contractors are solely responsible for
reviewing and cominunicating with their personnel the content of the enclosed ACBM's tested
(whether they tested positive for ACM or not). Furthermore, inaccessible materials (i.e. areas
where no access was possible of permitted) were not documented or tested. Additional materials
found that do not appear to match the description of the enclosed sample results must be tested
prior to disturbance.Materials visually identified as non-asbestos were not sampled(i.e.fiberglass,
foam rubber, wood, carpet, glass, etc).
As authorized,this report has been generated to comply with regulatory requirements and assist in
the identification of ACBM at the project site. The enclosed is not intended to be utilized as a State
required asbestos abatement work plan (Design Specification) or as a bidding document for
asbestos abatement. AES licensed and certified personnel are available to assist with said
documentation if it is required for this project.
Laboratory Results
The results are detailed below, and the laboratory analytical sheets can be found in the Appendix.
Sample No. Material Location Results
1220-01 Acoustic Ceilin Material Main Building,...Office Spaces None Detected
1220-02 Acoustic Ceiling Material Main Building, Office Spaces None Detected
1220-03 Acoustic Ceiling Material Main Building,'Office Spaces None Detected
1220-04 Ceramic Floor/Grout Main Building, Office Spaces None Detected
1220-05 Ceramic Floor/Grout Main Building, Office Spaces None Detected
1220-06 Ceramic Floor/Grout Main Building,..Office Spaces None Detected
1220-07 Shectrock./Joint Compound Main Building, Office Spaces None Detected
1220-08 Shectrock/Joint Compound Main Building, Office Spaces None Detected
1220-09 Sheetrock/Joint Compound Main Building, Office Spaces None Detected
1220-10 Vinyl Floor Tile/Mastic Main Building, Office Spaces None Detected
(Tan)
1220-11 Vinyl Floor'rile/Mastic Main Building, Office Spaces None Detected
(Tan)
1220-12 Vinyl Floor'-I'ile/Mastic Main Building, Office Spaces None Detected
(Tan)
1220-13 Popcorn Ceiling Texture Main Building, Office Spaces None Detected
1220-14 Popcorn Ceiling Texture Main Building, Office Spaces None Detected
1220-15 Popcorn Ceiling Texture Main Building, Office Spaces None Detected
1220-16 Duct Insulation Mastic Main Building, Office Spaces None Detected
1220-17 Duct Insulation Mastic Main Building, Office Spaces None Detected
Project No,: CB-20-1220
Page 2 of 30
DocuSign Envelope ID:34EA931 F-49DF-4437-AD26-A6166B5CD2DD
Lindied Asbestos Serve 1 Report
Corpus Christi hitentadoital Airport—Hivigar 1
586 Hwigar Law, Coilnis Christi, Texas 78401
Sample No. Material Location Results
1220-18 Duct Insulation Mastic Main Building, Office Spaces None Detected
1220-19 Duct Insulation Mastic Inside Bay I None Detected
1220-20 Duct Insulation Mastic Inside Bay I None Detected
1220-21 Duct Insulation Mastic Inside Bay I None Detected
1220-22 Sheetrock/Joint Compound Inside Bay I Point Count: 0.75%,
(Grey Wall) Chrysotile
1220-23 Sheetrock./Joint Compound Inside Bay I Point Count: 0.50%,
(Tan Wall) Chrysotile
1220-24 Sheetrock/Joint Compound Inside Bay I Point Count: 0.75%,
(Blue Wall) Chr sotile
1220-25 Fiber Glass Seam Mastic Inside Bay I Mastic: 5%,
(Black)_ Chrysotile
1220-26 Fiber Glass Seam Mastic Inside Bay 1. Not Analyzed Positive
(Black) Stop
1220-27 Fiber Glass Seam Mastic Inside Bay 1 Not Analyzed Positive
(Black) Star
1220-28
p
1220-28 Seam Caulk (White) Inside Bay 1, Metal Support None Detected
1220-29 Seam Caulk (White) Inside Bay 1, Metal Su ort None Detected
1220-,30 Seam Caulk (White) Inside Bay 1, Metal Support None Detected
1220-31 Roof Vapor Barrier Exterior Cement Roof None Detected
1220-32 Roof Vapor Barrier Exterior Cement Roof None Detected
1220-33 Roof Vapor Barrier Exterior Cement Roof None Detected
1220-34 Roof V or Barrier Exterior Cement Roof None Detected
1220-35 Roof Vapor Barrier Exterior Cement Roof None Detected
1220-36 Roof Vapor Barrier Exterior Cement Roof None Detected
1220-37 Exterior Window Caulking Exterior Window None Detected
1220-38 Exterior Window Caulking Exterior Window None Detected
1220-39 Exterior Window Caulking Exterior Window None Detected
Project No.: CB-20-1220
Page 3 of 30
DocuSign Envelope ID:34EA931 F-49DF-4437-AD26-A6166B5CD2DD
Limited Asbestos Siirvey Report
Corpus Christi International Airport—Hangar 1
586 Hangar Lane, Cotpits Christi, Texas 78401
CONCLUSIONS AND RECOMMENDATIONS;
Based on the analytical results found in Appendix A, the following conclusions and
recommendations are offered:
1. The following building materials have been laboratory analyzed to be asbestos
containing and must be removed by aTexas licensed Asbestos Abatement Contractor
prior to the materials being disturbed during renovation/demolition:
9 All Black Scam Mastic within.Bay I and where found throughout
2. The asbestos containing material listed above must be removed under the supervision
of a Texas Asbestos Consultant prior to renovation/demolition.
3. The Texas Asbestos Health Protection Rules (TAHPR) require all abatement or
removal projects not under an Operation and Maintenance Program be designed
(specifications and drawings) by a Texas licensed Asbestos Designer (e.g. Astex
Environmental Services). Additionally, a TDSHS Licensed Project Manager/Air
Monitor must monitor all projects.
If you or any permitting agencies have questions regarding this report I can be reached at(21.0) 828-9800,
Sincerely,
2-
Stephen Jimenez Date
Astex Environmental Services
TDSI-JS Asbestos Consultant#10-5764
Project No.: CB-20-1220
Page 4 of 30
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
APPENDIX A
LABORATORY ANALYTICAL RESULTS
Project No.: CB-20-1220
Page 5 of 30
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
cnVir4C1YT1Potal 13201 Northwest Freeway,Suite 520
Houston,Texas 77040
An�lytl��1 phone 713-343-4017 ( fax 713-934-9942
�JrViG3, (, www.easlabs.com I facebool(.com/easiabs ( info@easlabs.com
Test: EPA 600/R-93/116
Polarized Light Microscopy
(Client Information: Project: Date Analyzed: 09/28/202.0 02,05 PM
Asbestos Mold Inspections Coastal Bend Corpus Christi Int'(Airport,Old
2732 S Padre Island Dr SW Bldg(Hanger 1) Date Received: 09/25/2020 09:26 AM
Corpus Christi,TX 78415 589 Hager Ln,Corpus Christi,TX
Phone: 2.10-828-9800 78406 TAT Requested:1 Day
E-Mail: jeffzunker@aste)<inc.com CB-20-1220 Microscope: PLM Olympus BI-1-2
EAS Job: 20092505
Attn: Jeff Zunker
Asbestos
Sample# Asbestos Mineral Non-Asbestos Nan-Fibrous
Lab iD# Layer Sample Description Detected percent Fibers Material
(Yes/No)
BS-01 White
Other Non-Fibrous
A Material NO None Detected
20092505.01 100%
Homogeneous
BS-02 White
Other Non-Fibrous
A Material NO None Detected
20092505.02 100/
Homogeneous
BS-03 White
Other Nan-Fibrous
A Material NO None Detected 20092505.03 100%
Homogeneous
BS-04 White
A Flooring NO None Detected Other Nan-Fibrous
20092505,04 g 100°f
Homogeneous
Gray
BS-04 Granular Other Non-Fibrous
2009250504 B Mortar NO None Detected 100%
Homogeneous
BS-05 White Other Non-Fibrous
20092505,05 A Flooring NO None Detected 100%
Homogeneous
NVLAP Lab Code:200784-0
TDSHS License No.300373
LDEQ,LELAP Certificate No:04161,Agency Interest No. 149571
Notes:
Some samples(floor tiles,surfacing,etc.)may contain fibers too small to be detectable by PLM.TEM Chatfield analysls of bulk material is recommended In this case.All asbestos percentages are based on
calibrated visual estimates traceable to NIST standards for regulated asbestos types.Analysts'percentages fail within a range of acceptable percentages,depending on the actual concentration of asbestos.
This test report relates only to the items tested.This report must not be used to claim product certification,approval,or endorsement by NVLAP,NIST,or any agency of the Federal Government.This report
may riot be reproduced except In full without permission from Environmental Analytical Services.
These results are submitted pursuant to EAS'current terms of sale,including the company's standard warranty and limitation of liability provisions and no responsibility or habbity Is assumed for the manner
In which the results are used or Interpreted.Uniess notified in writing to return the samples covered by this report,EAS will store the samples for a period of ninety(90(days before discarding.Percent
ranges reported are estimates and not absolute percent range values,
Analyzed By: � Approved Signatory: / ��/Ill--AoV
Terry Brindley Terry Brindley
Page 1 of 14 Page 6 of 30
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
CnviK"lCl't1w11tcal 13201 Northwest Freeway,Suite 520
Houston,Texas 77040
t�� Ga� phone 713-343-4017 1 fax 713-934-9942
qa,w
- c�jef'1/il � www.easiabs.com I facebook.com/easiabs I info@easiabs.com
Test: EPA 6OO/R-93/116
Polarized Liget Microscopy
Client Information: Project: [late Analyzed: 09/28/2020 02:05 PM
Asbestos Mold Inspections Coastal Bend Corpus Christi Int'I Airport,Old
2732 S Padre Island Dr SW Bldg(Hanger 1) Date Received: 09/25/2020 09:26 AM
Corpus Christi,TX 78415 589 Hager Ln,Corpus Christi,TX
Phone: 210-828-9800 78406 TAT Requested:1 Day
E-Mail: jeffzunl<er@astexinc,com CB-20-1220 Microscope: PLM Olympus BH-2
EAS Job: 20092505
Attn: Jeff 2unker
Sample# AsbestosAsbestos Mineral Non-Asbestos Non-Fibrous
Lab ID# Layer Sample Description Detected Percent Fibers Material
(Yes/No)
Gray
BS-05 Granular Other Non-Fibrous
i
20092505.05 B Mortar NO None Detected 100%
Homogeneous
BS-06 White
Other Non-Fibrous
A Flooring NO None Detected
20092505.06 100%
Homogeneous
Gray
BS-06 B Granular NO None Detected Other Non-Fibrous
20092505.06 Mortar 100%
Homogeneous
BS-07 White
A Texture NO None Detected Cellulose 2% Binders/Paint
2.0092505.07 98%
Non-Homogeneous
BS-07 White
20092505.07 B Joint Compound NO None Detected Cellulose 2% Binders 98%
Homogeneous
NVLAP Lab Code:200784-0
TDSHS License No.300373
LDEQ LELAP Certificate No:04161,Agency Interest Na, 149571
Notes'
some samples(floor tiles,surfacing,etc.)may contain fibers too small to be detectable by PLM.TCM Chatfield analysis of bulk material is recommended in this case,All asbestos percentages are based on
calibrated visual estimates traceable to NIST standards for regulated asbestos types.Analysts'percentages fall within a range of acceptable percentages,depending ou the actual concentration of asbestos.
This test report relates only to the items tested,This report must not be used to claim product certification,approval,or endorsement by NVLAP,NIST,or any agency of the Federal Government.'rhis report
may not be reproduced except In full without permission from Environmental Analytical Servlces.
These results are submitted pursuant to EAS'current terms of sale,including the company's standard warranty and limitation of liability provisions and no responsibility or liability Is assumed for the manner
In which the results are used or interpreted.Unless notified In writing to return the samples covered by this report,EAS will store the samples for a period of ninety(90)days before discarding, Percent
ranges reported are estimates and not absolute percent range values.
Analyzed By: /"'`At'•A0, Approved Signatory: A2 •d
Terry Brindley Terry Brindiey
Page 2 of 14
Page 7 of 30
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
(,nviranmental 13201 Northwest Freeway,Suite 520
Houston,Texas 77040
lr►alytiGa� phone 713-343-4017 I fax 713-934-9942
www.easiabs.com I facebook.com/easlabs I info@easlabs.com
................
Test: EPA 600/R-93/116
° Polarized Light Microscopy
Client Information: Project: Date Analyzed: 09/28/2020 02:28 PM
Asbestos Mold Inspections Coastal Bend Corpus Christi Int'I Airport,Old
2732 S Padre island Dr SW Bldg(Hanger 1) Date Received: 09/25/2020 09:26 AM
Corpus ChristM,TX 78415 589 Hager Ln,Corpus Christi,TX
Phone: 210-828-9800 78406 TAT Requested:1 Day
E-Mail: jeffzunker@astexinc.com CB-20-1220 Microscope: PLM Olympus BH-2
EAS Job: 20092505
Attn: Jeff Zunker
Sample# AsbestosAsbestos Mineral Nan-Asbestos Non-Fibrous
Lab ID# Layer Sample Description Detected Percent Fibers Material
(Yes/No)
Brown/White
BS-07 C Fibrous NO None Detected Cellulose 20% Binders 80%
20092505.07 Drywall
Non-Homogeneous
White
BS-08 A Texture NO None Detected Cellulose 2% Binders/Paint
200922 505.08 98%
Non-Homogeneous
White
BS-08 B Joint Compound NO None Detected Cellulose 2% Binders 98%
20092505.08
Homogeneous
Brown/White
BS-08 C Fibrous NO None Detected Cellulose 20% Binders 80%
20092505.08 Drywall
Non-Homogeneous
White
BA Texture NO None Detected Cellulose 2% Binders/Paint
200922 09 505,09 98%
Non-Homogeneous
NVLAP Lab Code:200784-0
TDSHS License No.300373
LDEQ LELAP Certificate No:04161,Agency Interest No. 149571
Notes:
Some samples(floor tiles,surfacing,etc.)may contain fibers too small to be.detectable by PLM.TEM Chatfield analysis of bulk,material is recommended In this case.All asbestos percentages are based on
calibrated visual estimates traceable to NIST standards for regulated asbestos types.Analysts'percentages fall within a range of acceptable percentages,depending on the actual concentration of asbestos.
This test report relates only to the Items tested.'This report must not be used to claim product certification,approval,or endorsement.by NVLAP,NIST,or any agency of the Federal Government,This report
may not be reproduced except In full without permtsslon from Environmental Analytical Services,
These results are.submitted pursuant to EAS'current terms of sale,including the company's standard warranty and limitation of liability provisions and no responsibility or liability is assumed for the manner
in which the results are used or Interpreted.Unless notified In writing to return the samples covered by this report,EAS will store the samples for a period of ninety(90)days before discarding,Percent
ranges re parted are estimates and riot absolute percent range values.
17 1
Analyzed By: f I � Approved Signatory:
Terry Brindley Terry Brindley
Page 3 of 14
Page 8 of 30
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166I35CD2DD
.. rlVirnnmental 13201 Northwest Freeway,Suite 520
Houston,Texas 77040
P�n�tyti�al phone 713-343-4017 1 fax 713-934-9942
www.easlabs.com I falcebook.com/easiabs I info@easlabs-corn
Test: EPA 600/R-93/116
°a Polarized Light Microscopy
Client information: Project: Date Analyzed: 09/28/2020 02:28 PM
Asbestos Mold Inspections Coastal Bend Corpus Christi Int'l Airport,Old
2732 S Padre Island Dr SW Bldg(Hanger 1) Date Received: 09/25/2020 09:26 AM
Corpus Christi,TX 78415 589 Hager Ln,Corpus Christi,TX
Phone: 210-828-9800 78406 TAT Requested:1 Day
E-Mail: jeffzunker@astexinc.com CB-20-1220 Microscope: PLM Olympus BH-2
EAS Job: 20092.505
Attn: Jeff Zunker
Sample# AsbestosAsbestos Mineral Nan-Asbestos Nan-Fibrous
Lab ID# Layer Sample Description Detected Percent Fibers Material
(Yes/No)
White
20092 05.09 B Joint Compound NO None Detected Cellulose 2% Binders 98%
Homogeneous
Brown/White
BS-09 C Fibrous NO None Detected Cellulose 20% Binders 80%
20092505,09 Drywall
Non-Homogeneous
BS-10 Tan Other Non-Fibrous
20092505,10 A Floor Tile NO None Detected 100%
Homogeneous
BS-10 Yellow
20092505.10 B Mastic NO None Detected Cellulose 2% Adhesive 98%
Homogeneous
BS-11 Tan Other Non-Fibrous
20092505.11 A Floor Tile NO None Detected 100%
Homogeneous
Yellow
S 11
BS-11 11 B Mastic NO None Detected Cellulose 2% Adhesive 98%
200
Homogeneous
NVLAP Lab Code:200784-0
TDSHS License No.300373
LDEQ LELAP Certificate No:04161,Agency Interest No. 149571
Notes:
Some samples(floor tiles,surfacing,etc.)may contain fibers too small to be detectable by PLM.TEM Chatfield analysis of bulk material Is recommended in this case.All asbestos percentages are based on
calibrated visual estimates traceable to NIST standards for regulated asbestos types.Analysts'percentages fall within a range of acceptable percentages,depending on the actual concentration of asbestos,
This test report relates only to the items tested.This report must not be used to claim product certification,approval,or endorsement by NVLAP,NIST,or any agency of the Federal Government.This report.
may not be reproduced except In full without permission from Environmental Analytical Services.
These results are submitted pursuant to EAS'current terms of sale,Including the company's standard warranty and limitation of liability provisions and no responsibility or liability is assumed for the manner
In which the results are used or interpreted.Unless notified in writing to return the samples covered by this report,EAS will store the samples for a period of ninety(90)days before discarding.Percent
ranges reported are estimates and riot absolute percent range values, t
Analyzed By: / / t dl� , Approved Signatory / /'�AV
Terry Brindley Terry Brindley
Paye 4 of 14 Page 9 of 30
DocuSign Envelope ID:34EA931 F-49DF-4437-AD26-A6166B5CD2DD
13201 Northwest Freeway,Suite 520
Houston,Texas 77040
phone 713-343-4017 1 fax 713-934-9942
www.easlabs.com I facebook.com/easlabs I info@easlabs.com
Test: EPA 600/11-93/116
Polarized Light Microscopy
Client Information: Project: Date Analyzed: 09/28/2020 02:05 PM
Asbestos Mold Inspections Coastal Bend Corpus Christ! Int'l Airport,Old
2732 S Padre Island Dr SW Bldg(Hanger 1) Date Received: 09/25/2020 09:26 AM
Corpus Christi,TX 78415 589 Hager Ln,Corpus Christi,TX
Phone: 210-828-9800 78406 TAT Requested:I Day
E-Mail: jeffzunker@astexinc.com CB-20-1220 Microscope: PLM Olympus BH-2
EASJob: 20092505
Attn: Jeff Zunker
Sample# Asbestos Asbestos Mineral Non-Asbestos Non-Fibrous
Lab ID 4 Layer Sample Description Detected Percent Fibers Material
(Yes/No)
BS-12 Tan Other Non-Fibrous
20092505.12 A Floor Tile NO None Detected 100%
Homogeneous
Yellow
BS-12 B Mastic NO None Detected Cellulose 2% Adhesive 98%
20092505.12 Homogeneous
White
BS-13 A Popcorn Texture NO None Detected Cellulose 2% Binders 98%
20092505.13 Homogeneous
BS-14 White
20092505.14 A Popcorn Texture NO None Detected Cellulose 2% Binders 98%
Homogeneous
BS-15 White
20092505,15 A Popcorn Texture NO None Detected Cellulose 2% Binders 98%
Homogeneous
Gray
BS-16 A Fibrous NO None Detected Fiberglass 20% Other Non-Fibrous
20092505,16 Mastic Wrapping w/Foil 80%
Non-Homogeneous
NVLAP Lab Code:200784-0
TDSHS License No.300373
LDEQ LELAP Certificate No:04161,Agency Interest No. 149571
Notes;
Some samples(floor tiles,surfacing,etc.)may contain fibers too small to be detectable by PLM.TEM Chatfield analysis of bulk material Is recommended In this case.All asbestos percentages are,based on
calibrated visual estimates traceable to NIST standards for regulated asbestos types.Analysts'percentages fall within a range of acceptable porcentages,depending on the actual concentration of asbestos.
This test report relates only to the,Items tested,this report must not be used to claim product certification,approval,or endorsement by NVLAP,NIST,or any agency of the Federal Government.This report
may not be reproduced except In full without permission from Environmental Analytical Services.
These results are submitted pursuant to EAS'current terms of sale,IncludIng the company's standard warranty and limitation of liability provisions and no responsibility or liability Is assumed for the mariner
In which the results are used or Interpreted.Unless notified In writing to return the samples covered by this report,EAS will store the samples for a period of ninety(90)days before discarding. Percent
ranges reported are estimates and not absolute percent range values.
Analyzed By: Approved Signatory: /VI-
Terry Brindley Terry Brindley
Page 5 of 14 Page 10 of 30
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
°�.
et3'l/I{"CN M°1111 G 11 tt`�t 13201 Northwest Freeway,Suite 520
Houston,Texas 77040
phone 713-343-4017 1 fax 713-934-9942
_. #'rC`VIGC✓3, 1 www.easiabs.com I facebook,com/easiabs 1 info@@easlabs.com
Test: EPA 600/R-93/116
Polarized Light Microscopy
Client Information: Project: Date Analyzed: 09/28/2020 02:37 PM
Asbestos Mold Inspections Coastal Bend Corpus Christi Int'I Airport,Old
2732 S Padre Island Dr SW Bldg(Hanger 1) Date Received: 09/25/2020 09:26 AM
Corpus Christi,TX 78415 589 Hager Ln,Corpus Christi,TX
Phone: 210-828-9800 78406 TAT Requested:) Day
E-Mail: jeffzLlnker@astexinc.com CB-20-1220 Microscope: PLM Olympus BH-2
EASJob: 20092505
i
Attn: Jeff Zunker
Sample# AsbestosAsbestos Mineral Non-Asbestos Non-Fibrous
Lab IQ# Layer Sample Description Detected Percent Fibers Material
(Yes/No)
Yellow
BS-1.6 B Fibrous NO None Detected Fiberglass 100%
20092505.16 Insulation
Homogeneous
Gray
BS-17 A Fibrous NO None Detected Fiberglass 20% Other Non-Fibrous
20092505,17 Mastic Wrapping w/Foil 80/
Non-Homogeneous
Yellow
BS-17 B Fibrous NO None Detected Fiberglass 100%
20092505.17 Insulation
Homogeneous
Gray
BS-18
A Fibrous Other Non-Fibrous
NO None Detected Fiberglass 20% 80%
20092505.18 Mastic Wrapping w/Foil
Non-Homogeneous
Yellow
BS-18 B Fibrous NO None Detected Fiberglass 100%
20092505.18 Insulation
Homogeneous
NVLAP Lab Code:200784-0
TD5HS License No.300373
LDEC1 LELAP Certificate No:04161,Agency Interest No. 149571
Notes:
Some samples(floor tiles,surfacing,etc.)may contain fibers too small to be detectable try PLM.TEM Chatfield analysis of bulk material Is recommended In this case.All asbestos percentages are based on
calibrated v4sual estimates traceable to NIST standards for regulated asbestos types.Analysts'percentages fall within a range of acceptable percentages,depending on the actual concentration of asbestos.
This test report relates only to the items tested.This report must not be used to claim product certification,approval,or endorsement by NVLAP,NIST,or any agency of the Federal Government.This report
may not be reproduced except.In full without permission from Environmental Analytical Services.
These results are submitted pursuant to EAS'current terms of sale,including the company's standard warranty and limitation of liability provisions and no responsibility or liability is assumed for the manner
In which the.results are used or interpreted.Unless notified in writing to return tfee samples covered by this report,EAS will store the samples for a period of ninety(90)days before discarding, Percent
ranges reported are estimates and not absolute percent range values.
Analyzed By: f ''/�.� t' Approved Signatory: / yw '/��
Terry Brindley✓ Terry Brindley
Page 6 of 14 Page 11 of 30
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
lEnviror,Ment�l 13201 Northwest Freeway,Suite 520
� � fii catHouston,Texas 77040
phone 713-343-4017 1 fax 713-934-9942
6,pCVja°v, U-( www.easiabs.com i facebool<.com/easiabs ( info@easlabs.com
Test: EPA 60101/R-93/116
Polarized Dight Microscopy
Client Information: Project: Date Analyzed: 09/28/2020 02:37 PM
Asbestos Mold Inspections Coastal Bend Corpus Christi Int'l Airport,Old
2732 S Padre island Dr SW Bldg(Hanger 1) Date Received: 09/25/2020 09,26 AM
Corpus Christl,TX 78415 589 Hager Ln,Corpus Christi,TX
Phone: 210-828-9800 78406 TAT Requested:1 Day
E-Mail: jeffzunker@astexinc.com CB-20-1220 Microscope: PLM Olympus BH-2
EASJob: 20092505
Attn: Jeff Zunker
Asbestos
Sample# Asbestos Mineral Non-Asbestos Non-Fibrous
Lab ID# Layer Sample Description Detected percent Fibers Material
(Yes/No)
Gray
BS-19 A Fibrous NO None Detected Fiberglass 20°% Other Non-Fibrous
20092505.19 Mastic Wrapping w/Foil 80%
Non-Homogeneous
Yellow
BS-19 B Fibrous NO None Detected Fiberglass 100°%
20092505.19 Insulation
Homogeneous
Gray
BS-20 A Fibrous NO None Detected Fiberglass 20% Other Non-Fibrous
20092505.20 Mastic Wrapping w/Foil 80%
Non-Homogeneous
Yellow
BS-20 B Fibrous NO None Detected Fiberglass 100%
20092505.20 Insulation
Homogeneous
Gray
BS-21 A Fibrous NO None Detected Fiberglass 20% Other Non-Fibrous
20092505.21 Mastic Wrapping w/Foil 80%
Non-Homogeneous
NVLAP Lab Code:200784-0
TDSHS License No.300373
LDEQ LELAP Certificate No:04161,Agency Interest No. 149571
Notes:
Some samples(floor tiles,surfacing,etc,)may contain fibers too small to be detectable by PLM.TFM Chatfield analysts of bulk material Is recommended in this case.All asbestos percentages are based on
calibrated visual estimates traceable to NIST standards for regulated asbestos types.Analysts'percentages fall within a.range of acceptable percentages,depending on the actual concentration of asbestos.
This test report relates only to the items tested.This report must not be used to claim product certification,approval,or endorsement by NVLAP,NIST,or any agency of tire Federal Government.This report
may not be reproduced except In full without permission from Environmental Analytical Services.
'These results are submitted pursuant to EAS'current terms of sale,including the ccomany's standard warranty and limitation of liability provisions and no responsibility or liability is assumed for the manner
in which the results aro used or interpreted.Unless notified in writing to return the samples covered by this report,EAS will store the samples for a period of ninety(80)days before discarding.Percent
ranges reported are est rnatesand not absolute percent range Values.
Analyzed By: / " / . � Approved Signatory: /1', �.
Terry Brindley Terry Brindley
Page 7 of 14
Page 12 of 30
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
6"VIC'Ut11 metal
13201 Northwest Freeway,Suite 520
Houston,Texas 77040
Rnalytiel phone 713-343-4017 1 fax 713-934-9942
rVIG 3, t www.eastabs.com I facebook.com/easlabs I info@easlabs,com
Test: EPA 600/R-93/116
Polarized Light Microscopy
Client Information: Project: Date Analyzed: 09/28/2020 02:37 PM
Asbestos Mold Inspections Coastal Bend Corpus Christi Int'I Airport,Old
2732 S Padre Island Dr SW Bldg(Hanger 1) Date Received: 09/25/2020 09:26 AM
Corpus Christi,TX 78415 589 Hager Ln,Corpus Christi,TX
Phone: 210-828-9800 78406 TAT Requested:1 Day
E-Mail: jeffzunker@astexitic.com CB-20-1220 Microscope: PLM Olympus BH-2
EAS lob: 20092505
Attn: Jeff Zunker
Sample# AsbestosAsbestos Mineral Nan-Asbestos Non-Fibrous
Lab ID# Layer Sample Description Detected percent Fibers Material
(Yes/No)
Yellow
BS-21 B Fibrous NO None Detected Fiberglass 100%
20092505.21 Insulation
Homogeneous
BS-22 White Binders/Paint
20092505,22 A Texture YES Chrysotile 2% 98%
Non-Homogeneous
White
BS-22 B Joint Compound YES Chrysotile 2% Binders 98%
20092505.22
Homogeneous
Brown/White
BS-2.2 C Fibrous NO None Detected Cellulose 20% Binders 80%
20092505,22 Drywall
Non-Homogeneous
BS-23 White
Binders/Paint
A Texture YES Chrysotile 2%
20092505.23 98%
Non-Homogeneous
NVLAP Lab Code: 200784-0
TDSHS License No.300373
LDECy LELAP Certificate No:04161,Agency Interest No, 149571
Notes:
Some samples(floor tiles,surfacing,etc.)may contain fibers too small to be detectable by PLM.TEM Chatfield analysis of bulk.material Is recommended in this case.All asbestos percentages are based on
calibrated visual estimates traceable to NIST standards for regulated asbestos types.Analysts'percentages(all within a range of acceptable percentages,depending on the actual concentration of asbestos,
This test report relates only to the Items tested.This report must not be used to claim product certification,approval,or endorsement by NVLAP,NIST,or any agency of the Federal Government,This report.
may not be reproduced except in full without permission from Environmental Analytical Services.
These results are submitted pursuant to EAS'current terms of sale,including the company's standard warranty and limitation of liability provisions and aro responsibillty or liability is assumed for the manner
In which the results are used or Interpreted.Unless notified In writing to return the samples covered by this report,EAS will store the samples for a period of ninety(90)days before discarding.Percent
ranges reported are estimates and not absolute percent range values,.
r.,.-'""'
Analyzed By: F l Approved Signatory: I 1111,�Avr
Terry Brindley Terry Brindley
Page 8 of 14 Page 13 of 30
DocuSign Envelope ID:34EA931 F-49DF-4437-AD26-A6166B5CD2DD
C
13201 Northwest Freeway,Suite 520 nvironmmtal Houston,Texas 77040
phone 713-343-4017 1 fax 713-9349942
www.easlabs.com I face book.com/'easlabs I infoa@easlabs.com
Test: EPA 600/R-93/116
Polarized Light Microscopy
Client Information: Project: Date Analyzed: 09/28/2020 02:28 PM
Asbestos Mold inspections Coastal Bend Corpus Christi Int'l Airport,Old
2732 S Padre Island Dr SW Bldg(Hanger 1) Date Received: 09/25/2020 09:26 AM
Corpus Christi,TX 78415 589 Hager Ln,Corpus Christi,TX
Phone: 210-828-9800 78406 TAT Requested:) Day
E-Mail: jeffzunker@astexinc,com CB-20-1220 Microscope: PLM Olympus BH-2
EAS Job: 20092505
Attn: Jeff Zunker
Sample# Asbestos Asbestos Mineral Non-Asbestos Non-Fibrous
Lab ID# Layer Sample Description Detected(Yes/No) Percent Fibers Material
White
BS-23 B Joint Compound YES Chrysotlle 2% Binders 98%
20092505.23 Homogeneous
Brown/White
BS-23 C Fibrous NO None Detected Cellulose 20% Binders 80%
20092505.23 Drywall
Non-Homogeneous
BS-24 White Binders/Paint.
20092505.24 A Texture YES Chrysotile 2% 98%
Non-Homogeneous
White
BS-24 B Joint Compound YES Chrysotile 2% Binders 98%
20092505.24 Homogeneous
Brown/White
BS-24 C Fibrous NO None Detected Cellulose 20% Binders 80%
20092505.24 Drywall
Non-Homogeneous
NVLAP Lab Code:200784-0
TDSHS License No.300373
LDEQ LELAP Certificate No:04161,Agency Interest No.149571
Notes!
Some samples(floor tiles,surfacing,etc.)may contain fibers too small to be detectable by PLM.TEM Chatfield analysis of bulk material Is recommended In this case.All asbestos percentages are based on
calibrated visual estimates traceable to NIST standards for regulated asbestos types.Analysis'percentages fall within a range of acceptable percentages,depending on the actual concentration of asbestos.
This test report relates only to the items tested.This report must not be used to claim product certification,approval,or endorsement by NVLAP,NIST,or any agency of the Federal Government.This report
may not be reproduced except in full without permission from Environmental Anatytfcat Services.
These results are submitted pursuant to EAS'current terms of sale,Including the company's standard warranty and limitation of liability provisions and no responsibility or hablilty Is assumed for the manner
In which the results are used or Interpreted.Unless notified in writing to return the samples covered by this report,FAS will store the samples fora period of ninety(90)days before,discarding.Percent
ranges reported are estimates and not absolute percent range values.
Approved Signatory:
Analyzed By: dg�
Terry Brindley Terry Brindley
Page 9 of 14 Page 14 of 30
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
�nVirOnmentl 13201 Northwest Freeway,Suite 520
Houston,Texas 77040
hnalitical phone,713-343-4017 1 fax 713-934-9942
�Jk'ViG3, Lr�� www.easlabs.com I €acebook.com/easlabs I info@easiabs.com
Test: EPA 6OO/R-93/116
Polarized Light Microscopy
Client Information: Project: Date Analyzed: 09/28/2020 02:17 PM
Asbestos Mold Inspections Coastal Bend Corpus Christi Int'I Airport,Old
2732 S Padre Island Dr SW Bldg(Hanger 1) Date Received: 09/25/2020 09:26 AM
Corpus Christi,TX 78415 589 Hager Ln,Corpus Christi,TX
Phone: 210-828-9800 78406 TAT Requested:1 Day
E-Mail: jeffzunker@astexinc,com EAS fob:Cob: 122020092505 Microscope: PLM Olympus BH-2
Attn: Jeff Zunker
Sample# AsbestosAsbestos Mineral Non-Asbestos Non-Fibrous
Lab ID# Layer Sample Description Detected Percent Fibers Material
(Yes/No)
Black
BS-25 A Mastic YES Chrysotile 5% Wollastonite 5% Bitumen 90%
20092505.25
Homogeneous
BS-26 Not Analyzed Postive Stop
20092505.26
BS-27 Not Analyzed Postive Stop
20092505.27
BS-28 White
Other Nan-Fibrous
A Caulk. NO None Detected Cellulose 2%
20092505.2$ 9$°fa
Homogeneous
BS-29 White Other Non-Fibrous
20092505.29 A Caulk. NO None Detected Cellulose 2% 98%
Homogeneous
BS-30 White
Other Non-Fibrous
A Caulk NO None Detected Cellulose 2%
20092505.30 98%
Homogeneous
NVLAP Lab Code:200784-0
TDSHS License No.300373
LDEQ LELAP Certificate No:04161,Agency Interest No, 149571
Notes:
Some samples(floor tiles,surfacing,etc.)may contain fibers too small to be detectable by PM TEM Chatfield analysis of bulk material is recommended in this case.All asbestos percentages are based on
calibrated visual estimates traceable to NIST standards for regulated asbestos types,Analysts'percentages fall within a range of acceptable percentages,depending on the actual concentration of asbestos.
This test report relates only to the items tested.This report must not be used to claim product certification,approval,or endorsement by NVI.AP,NtST,or any agency of the Federal Government.This report
may not be reproduced except in full without permission from Environmental Analytical Services.
'These results are submitted pursuant to EAS'current terms of sale,Including the company's standard warranty and limitation of liability provisions and no responsibility or liability is assumed for the manner
in which the results are used or interpreted.Unless notified in writing to return the samples covered by this report,EAS will store the samples for a period of ninety 00)days before discarding.Percent
ranges reported are estimates and not absolute percent range values.
Analyzed By: ! Rs`^�''/ Approved Signatory:
Terry Brindley Terry Brindley
Page 10 of 14
Page 15 of 30
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
Covironm otal 13201 Northwest Freeway,Suite 520
Houston,Texas 77040
" J�natyftcal phone 713-343-4017 f fax 713-934-9942
fi�fw
*Vjg, www.easiabs.com I facebooi(.com/easlabs I info@easlabs.corn
Test: EPA 600/R-93/116
Polarized Light Microscopy
Client Information: Project: Date Analyzed: 09/28/2020 02:24 PM
Asbestos Mold Inspections Coastal Bend Corpus Christi Inttl Airport,Old
2732 S Padre Island Dr SW Bldg(Hanger 1) Date Received: 09/25/202009:26 AM
Corpus Christi,TX 7841.5 589 Hager Ln,Corpus Christi,TX
Phone: 210-828-9800 78406 TAT Requested:1 Day
E-Mail: jeffzunl<er@astexinc.com CB-20-1220 Microscope: PLM Olympus BH-2
EAS Job: 20092505
Attn: Jeff Zunker
Sample# AsbestosAsbestos Mineral Non-Asbestos Non-Fibrous
Lab ID# Layer Sample Description Detected percent Fibers Material
(Yes/No)
BS-31 Black/Silver Other Non-Fibrous
20092505.31 A Vapor Barrier NO None Detected 100%
Non-Homogeneous
BS 32 Black/Silver Other Non-Fibrous
20092505.32 A Vapor Barrier NO None Detected 100%
Non-Homogeneous
BS-33 Black/Silver
Vapor Barrier NO None Detected Other Nan-Fibrous
A Va
20092505,33 P 100%
Non-Homogeneous
BS-34 Brown/Silver Other Non-Fibrous
20092505,34 A Vapor Barrier NO None Detected 100%
Non-Homogeneous
BS 35 Brown/Silver Other Non-Fibrous
20092505.35 A Vapor Barrier NO None Detected 100%
Non-Homogeneous
E
Brown/SilverA Va or Barrier NO None DetectedOther Non-Fibrous
36 p 100%
Non-Homogeneous
NVLAP Lab Code:200784-0
TDSHS License No.300373
LDECI LELAP Certificate No:04161,Agency Interest No. 149571
Notes:
Some samples(floor tiles,surfacing,etc.)rnay contain fibers too small to be detectable by PLM.TEM Chatfield analysis of bulk material is recommended in this case.All asbestos percentages are based on
calibrated visual estimates traceable to NIST standards for regulated asbestos types.Analysts'percentages fall within a range of acceptable peicerrlages,depending on the actual concentration of asbestos.
This text report relates only to the items tested,This report must not be used to claim product certification,approval,or endorsement by MAP,NtST,or any agency of the Federal Government.This report
may not be reproduced except In full without permission from Environmental Analytical Services.
These results are submitted pursuant to EAS'currentterms of sale,Inclu6ig the company's standard warranty and limitation of liability provisions and no responsibility or liability is assumed for the manner
In which the results are used or interpreted.Unless notified In writing to return the samples covered by this report,EAS will store the samples for a period of ninety(90)days before discarding.Percent
ranges reported are estimates and riot absolute percent range values,
t
Analyzed Approved signatory: f ✓"" ' / "ti
Terry Brindley Terry Brindley
Page 11 of 14
Page 16 of 30
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
:= O
, 13201 13201 Northwest Freeway,Suite 520
Houston,Texas 77040
Af�r��y�IGa� phone 713-343-4017 i fax 713-934-9942
ao
C"VfG { www.easiabs.com i facebook.com/easiabs info@easlabs.com
Test: EPA 600/R-93/116
Polarized Light Microscopy
Client Information: Project: Date Analyzed: 09/28/2020 02:05 PM
Asbestos Mold Inspections Coastal Bend Corpus Christi Int'I Airport,Old
2732 S Padre Island Dr SW Bldg(Hanger 1) Date Received: 09/25/2020 09:26 AM i
Corpus Christi,"fX 78415
589 Hager Ln,Corpus Christi,TX
Phone: 210-828-9800 78406 TAT Requested:1 Day
E-Mail: jeffzunl<er@astexinc,corn CB-20-1220 Microscope: PLM Olympus BH-2
EAS Jab: 20092505
Attn: Jeff Zunker
Asbestos
Sample# Asbestos Mineral Non-Asbestos Non-Fibrous
Lab ID# Layer Sample Description Detected Percent Fibers Material
(Yes/No)
BS 37 Black Other Non-Fibrous
20092505.37 A Caulk NO None Detected Cellulose 2%
Homogeneous 98%
BS-38 Black
Other Nan Fibrous
A Caulk NO None Detected Cellulose 2°/u
20092505.3$ 98%
Homogeneous
BS 39 Black
Other Non-Fibrous
A Caulk NO None Detected Cellulose 2%
20092505039 98%
Homogeneous
NVLAP Lab Code:200784-0
TDSHS License No.300373
LDEQ LELAP Certificate No:04161,Agency Interest No. 149571
Notes; '..
Some samples{floor tiles,surfacing,etc.)may cant ain fibers too small to be detectable by FLM.TEM Chatfield analysis of bulk material is recommended in this case.All asbestos percentages are based on
calibrated visual estimates traceable to NIST standards for regulated asbestos types.Analysts'percentages fall within a range of acceptable percentages,depending on the actual concentration of asbestos.
This test report relates only to the items tested,This report must not be used to claim product certification,approval,or endorsement by NVLAp,NIST,or any agency of the federal Government.This report '..
may not be reproduced except in full without perndsslon from Environmental Analyticai Services.
These results are submitted pursuant to EAS'current terms of sale,including the company's standard warranty and limitation of liability provisions and no responsibility or liability is assumed for the manner
Irr whNch the results are used or Interpreted,Unless notified in writing to return the samples covered by this report,EAS will store the samples for a period of ninety(90)days before discarding, percent
ranges reported are estimates and not absolute percent range values.
Analyzed By: / /lfBrindley�y'� Approved Signatory: / 1` "
Terry ��
U Terr Brindle
Y y
Page 12 of 14
Page 17 of 30
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
1111111111111111111111
20092505
- �� 6t1VtCC1C1t11t'.ntal
13201 Northwest Freeway Suite 503,
pmallficat Houston Texas 77040
( ) � �
281 850-4892 *Fax 713 934-9942
�az�'
�7�iCViG�v �—
E-mail gA.11 f r f iii 11
Lone Star Overnight Account#123757
Jab 10:20092505
CHAIN OF CUSTODY
x nces Project Name III iII 11111111111111111111111111111111
139 Braniff Drive Corpus Christi International Airport asbestos Mold Inspections Coastal Bend
San Antonio,Texas 78216 Old Southwest building-(Hanger 1)
Project# CB-20-1220 Analysis: PLM.3
Address: 589 Hager Lane Note: 25832599
City,State: Corpus Christi,TK 78406 Date: 9/3/20
TURNAROUND TIME: 0 2 Hour n 8 Hour w 24 HOURS (Rush)
0 2 Day 0 5 DAY(ROUTINE) 0 OTHER: Positive Stop On Non Friable
(Specify)
(NOTE:All Turnaround Times are based on the Date/Time the Sample is received by the Laboratory)
Sample Number Location Description
1. BS-0I Main Building Offices aces S ra -on Ceiling material
2. BS-02 Main Building Office spaces Spray-on Ceiling material
3. BS-03 Main Building Office spaces Spray-on Ceiling material
4. BS-04 Main Building Office spaces 4 x 2 Granite floor material w black mortar
5. BS-05 Main Building Office spaces 4 x 2 Granite floor material w black mortar
6. BS-06 Main Building Office spaces 4 x 2 Granite floor material w black mortar
7. BS-07 Main Building Office spaces Sheetrock/joint compound
8. BS-08 Main Building Office spaces Sheetrock/joint compound
9 BS-09 Main Building Office spaces Sheetrock/joint compound
10. BS-10 Main Building Office spaces Tan - 12 x 12 floor tile w Adhesive
11. BS-I I Main Building Office spaces (Tan)- 12 x 12 floor tile w Adhesive
12, BS-12 Main Building Office spaces (Tan)- 12 x 12 floor tile w Adhesive
13. BS-13 Main Building Office spaces Popcorn Ceiling Texture
14. BS-14 Main Building Office spaces Popcorn Ceiling Texture
15, BS-1.5 Main Building Office spaces Popcorn Ceiling Texture
16, BS-16 Main Building Office spaces HVAC Duct mastic&Insulation
17, BS-1.7 Main Building Office spaces HVAC Duct mastic&Insulation
18. BS-18 Main Building Office spaces HVAC Duct mastic&Insulation
19. BS-19 Inside Bay I HVAC Duct mastic&Insulation
20, BS-20 Inside Bay I HVAC Duct mastic&Insulation
21. BS-21 Inside Bay 'I HVAC Duct mastic&Insulation
22. BS-22 Inside Bay I Sheetrock/Joint compound KGrey wall
23. BS-23 Inside Bay I Sheetrock/joint compound(Tan wall)
24, BS-24 Inside Bay I Sheetrock/joint compound(Blue wall)
25. BS-25 Inside Bay I Fiber glass seam mastic Black
26. BS-26 inside Bay I Fiberglass seam mastic(Black)
27. BS-27 inside Bay I Fiber glass seam mastic(Black)
28. BS-28 Inside Bay I Metal Support wall beams Seam caulk white
29. BS-29 Inside Bay I Metal Support wall beams Seam cluft hite)
Page 13-ICO
tJ Page 18 of 30
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
20092505
30. B�i-30 Inside Bay I Metal Support wall beams Seam caulk(white)
31. BS-31 On Exterior of Cement Roof Roof Va or Barrier material
32. BS-32 On Exterior of Cement Roof Roof Vapor Barrier material
33. BS-33 On Exterior of Cement Roof Roof Vapor Barrier material
34. BS-34 On Exterior of Cement Roof Roof Vapor Barrier material
35. BS-35 On Exterior of Cement Roof Roof Vapor Barrier material
36. BS-36 On Exterior of Cement Roof Roof Vapor Barrier material.
37. BS-37 Exterior on window casing seams Window caulk
38. BS-38 Exterior on window casing seams Window caulk
39. BS-39 Exterior on window casing seams Window caulk
Relinquished By: 9-4-20 Accepted By: Ck,4\k,
(Signature)Date and Time: (Signature)Date and Time:
i
i
I
f ;)N of 14
Page 19 of 30
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
CriviC"lJ11rrIoritcal 13201 Northwest Freeway Suite 520
f �n� �fiiG � Houston,Texas 77040
�r phone 71.3-343-401.7*fax 713-934-5942
www.easiabs.com e facebook.com/easlabs+info@easlabs.com
Point Count Method by Polarized Light Microscopy Analysis
(EPA 600/R-93/116)
Asbestos Mold Inspections Coastal Bend Project: Date Analyzed:September 28,2020
2732 S Padre Island Dr Corpus Christi Int'I Airport
Corpus Christi,TX 78415 SW Bldg(Hanger 1)
361-384-7776 589 Hager Ln Date Received:September 28,2020
info@amlcoastalbend.com Corpus Christi,TX 78406
CB-20-1220
EAS Job#:20092505 Microscope:Olympus-CH-40
Attn: Mr.Jeff Zunker Analysis Time Requested:2 hour
Homo- Asbestos
Geneous Detected? Asbestos Mineral Non-Asbestos Non-Fibrous
Samplett Layer Sample Description (Y/N) Yes/No Percent Fibers Material
BS-22 A White Texture NO YES 0.75%Chrysotile
20092505.22
BS-22 B White Joint Compound YES YES 0.50%Chrysotile
20092505.22
BS-23 A White Texture NO YES 0.501 Chrysotile
20092505.23
BS-23 B White Joint Compound YES YES 0.251 Chrysotile
20092505.23
BS-24 A White Texture NO YES 0.751 Chrysotile
20092505.24
I
BS-24 B White Joint Compound YES YES 0.501 Chrysotile
20092505,24
I
i
I
NVLAP Lab Code: 200784-0
TDSHS#300373
Page 1 of 1
Notes:
Some samples(floor tiles,surfacing,etc.)may contain fibers too small too be detectable by PLM.TEM Chatfield analysis of bulk material is recommended in this case.All asbestos percentages are based an
calibrated visual estimates traceable to NIST standards for regulated asbestos types.Analysts'percentages fall within a range of acceptable percentages,depending on the actual concentration of asbestos.This
test reports relates only to the Items tested.Neither NVLAP nor EPA accreditation Implies endorsement by any US Government agency.Phis report may not be reproduced except in full without written permission
from Environmental Analytical Services,
These results are submitted pursuant to EAS current terms and condition of sale,including the company's standard warranty and limitation of liability provisions and no responsibility or liability Is assumed for the
manner in which the results are used or interpreted.Unless notified in writing to return the samples covered by this report,EAS will store the samples for a period of ninety(90)days before discarding. Percent
ranges reported are estimates and not absolute percentrange values.
Analyzed by: Approved Signatory:
Terry Brindley Arthur Hernandez
Page 20 of 30
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
6t1VlrCy11m1'1tal
�i 13201 Northwest Freeway Suite 520
1In ►�ytl��li Houston,Texas 77040
(713)343-40179 Fax(713)934-9942
E-mail easlabs@aol.com
%uLone Star Overnight Account#123757
CHAIN OF CUSTODY
Job 10.20002505
Asbestos Mold Inspections Coastal Bend ,puS &P("jSj?ciIa,9'1
732 S Padre Island Dr Sud RIN9 (NGt�;e� i) � Asbestos Mold Inspections Coastal Bend
Corpus Christi,TX 78415 Ch('5 (`
Number&Type of Sample: Project Number P.O. Number
TURNAROUND TIME Hour ]8 Hour [1 24 Hours
I:) 2 Day i.'] 3 Day ["15 Clay(ROUTINE) 0 OTHER:
(Specify)
(NOTE: All Turnaround Times are based on the Date/Time the Sample is received by the Laboratory)
Contact Person: Jeff Zunker Phone: (210) 828-9600 E-mail info@amicoastalbend.com
Special Instructions:
SAMPLE NUMBER LOCATION SAMPLE DESCRIPTION
See attached description)
Relinquished By:A f r` 6,144�ay,� tic, INL� -ads-cab Accepted By: �1 q-n . 3
(signature)Date and Time: (signature) Date and Time:
Page, of
J Page 21 of 30
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
i
APPENDIX B
PHOTOGRAPHS
Project No.: CB-20-1220
Page 22 of 30
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Page 24 of 30
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Page 25 of 30
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Page 26 of 30
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Page 27 of 30
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Page 28 of 30
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Page 29 of 30
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Page 30 of 30
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Attachment A-4
Corpus Christi International Airport—Hangar 1 Demolition Photos
• Year Built—Early 1960's
• Single Story
• Reinforced Concrete Roof
• Concrete Foundation
• Total Size—Approx 28,000 SF (20,000 SF open hangar and 8,000 SF Admin office space.
• Membrane covering on roof.
• Metal Siding
i
Photo 1
Page 1 of 10
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DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD Attachment A-6
AC 150/5370-10G 7/21/2014
ITEM F-162 CHAIN-LINK FENCES
DESCRIPTION
162-1.1 This item shall consist of furnishing and erecting a chain-link fence in accordance with these
specifications and the details shown on the plans and in conformity with the lines and grades shown on
the plans or established by the Engineer.
162-1.2 This item shall consist of the removal of the existing fence, salvage and delivery of the
above ground materials, and disposal of all concrete.
162-1.3 This item shall consist of the construction of a concrete erosion control strip, including
welded wire, and installation of fence tie-down anchors along the fence, in accordance with these
specifications and in conformity with the locations, lines and grades shown on the plans.
MATERIALS
162-2.1 FABRIC. The fabric shall be woven from a 9 gauge aluminum-coated steel wire in a 2-inch mesh
and shall conform to the requirements of ASTM A491.
162-2.2 BARBED WIRE. Barbed wire shall be 2-strand 12-1/2 gauge aluminum-coated wire with 4-point
barbs and shall conform to the requirements of ASTM A 121.
162-2.3 POSTS, RAILS AND BRACES. Line posts, rails, and braces shall conform to the
requirements of ASTM F 1043 or ASTM F 1083 as follows:
Aluminum Pipe shall conform to the requirements of Group IB.
Aluminum Shapes shall conform to the requirements of Group IIB.
Posts, rails, and braces furnished for use in conjunction with aluminum alloy fabric shall be aluminum
alloy or composite.
Posts, rails, and braces, with the exception of galvanized steel conforming to ASTM F1043 or ASTM
F1083, Group 1A, Type A, or aluminum alloy, shall demonstrate the ability to withstand testing in salt
spray in accordance with ASTM B117 as follows:
• External: 1,000 hours with a maximum of 5% red rust.
• Internal: 650 hours with a maximum of 5% red rust.
The dimensions of the posts, rails, and braces shall be in accordance with Tables I through VI of Federal
Specification RR-F-191/3 and the plans.
162-2.4 GATES. Gate frames shall consist of aluminum alloy pipe and shall conform to the specifications
for the same material under paragraph 162-2.3. The fabric shall be of the same type material as used in
the fence.
Contractor shall provide a lock and key for all manual gates. Contractor shall coordinate with the airport
regarding printing keys.
162-2.5 WIRE TIES AND TENSION WIRES. Wire ties for use in conjunction with a given type of fabric
shall be of the same material and coating weight identified with the fabric type. Tension wire shall be 7-
gauge marcelled steel wire with the same coating as the fabric type and shall conform to ASTM A824.
All material shall conform to Federal Specification RR-F-191/4.
F-162-1
Page 1 of 7
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
AC 150/5370-10G 7/21/2014
162-2.6 MISCELLANEOUS FITTINGS AND HARDWARE. Miscellaneous steel fittings and hardware for
use with aluminum-coated steel fabric shall be of commercial grade steel or better quality, wrought or cast
as appropriate to the article, and sufficient in strength to provide a balanced design when used in
conjunction with fabric posts, and wires of the quality specified herein. Miscellaneous aluminum fittings for
use with aluminum alloy fabric shall be wrought or cast aluminum alloy. Barbed wire support arms shall
withstand a load of 250 pounds applied vertically to the outermost end of the arm.
162-2.7 CONCRETE. Concrete shall be of a commercial grade with a minimum 28-day compressive
strength of 2500 psi. Any concrete placed at or above the ground surface shall contain 3-7 percent air
content.
162-2.8 MARKING. Each roll of fabric shall carry a tag showing the kind of base metal (steel, aluminum,
or aluminum alloy number), kind of coating, the gauge of the wire, the length of fencing in the roll, and the
name of the manufacturer. Posts, wire, and other fittings shall be identified as to manufacturer, kind of
base metal (steel, aluminum, or aluminum alloy number), and kind of coating.
162-2.9 SIGNAGE. Gate and fence sign material and measurements shall adhere to the details in
the plans.
162-2.10 PRIVACY SLATS. Where specified in the plans, fence shall be constructed with black
polymer privacy insert slats. The slats shall be installed vertically into the fence fabric and shall
adhere to ASTM F3000 or ASTM F3000M.
CONSTRUCTION METHODS
162-3.1 CLEARING FENCE LINE. All trees, brush, stumps, logs, and other debris which would interfere
with the proper construction of the fence in the required location shall be removed a minimum width of 10
feet on each side of the fence centerline before starting fencing operations. The cost of removing and
disposing of the material shall not constitute a pay item and shall be considered incidental to fence
construction.
162-3.2 INSTALLING POSTS. All posts shall be set in concrete at the required dimension and depth and
at the spacing shown on the plans.
The concrete shall be thoroughly compacted around the posts by tamping or vibrating and shall have a
smooth finish slightly higher than the ground and sloped to drain away from the posts. All posts shall be
set plumb and to the required grade and alignment. No materials shall be installed on the posts, nor shall
the posts be disturbed in any manner within seven (7) days after the individual post footing is completed.
Should rock be encountered at a depth less than the planned footing depth, a hole 2 inches larger than
the greatest dimension of the posts shall be drilled to a depth of 12 inches. After the posts are set, the
remainder of the drilled hole shall be filled with grout, composed of one part Portland cement and two
parts mortar sand. Any remaining space above the rock shall be filled with concrete in the manner
described above.
In lieu of drilling, the rock may be excavated to the required footing depth. No extra compensation shall
be made for rock excavation.
162-3.3 INSTALLING TOP RAILS. The top rail shall be continuous and shall pass through the post tops.
The coupling used to join the top rail lengths shall allow for expansion.
162-3.4 INSTALLING BRACES. Horizontal brace rails, with diagonal truss rods and turnbuckles, shall be
installed at all terminal posts.
F-162-2
Page 2 of 7
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
AC 150/5370-10G 7/21/2014
162-3.5 INSTALLING FABRIC. The wire fabric shall be firmly attached to the posts and braced as shown
on the plans. All wire shall be stretched taut and shall be installed to the required elevations. The fence
shall generally follow the contour of the ground, with the bottom of the fence fabric no less than one inch
or more than 4 inches from the ground surface. Grading shall be performed where necessary to provide a
neat appearance.
At locations of small natural swales or drainage ditches and where it is not practical to have the fence
conform to the general contour of the ground surface, longer posts may be used and multiple strands of
barbed wire stretched to span the opening below the fence. The vertical clearance between strands of
barbed wire shall be 6 inches or less.
162-3.6 ELECTRICAL GROUNDS. Electrical grounds shall be constructed where a power line passes
over the fence and within 50' of every end post. The ground shall be installed directly below the point
of crossing. The ground shall be accomplished with a copper clad rod 8 feet long and a minimum of 5/8
inch-in diameter driven vertically until the top is 6 inches below the ground surface. A No. 6 solid copper
conductor shall be clamped to the rod and to the fence in such a manner that each element of the fence
is grounded. Installation of ground rods shall not constitute a pay item and shall be considered incidental
to fence construction. The Contractor shall comply with FAA-STD-019, Lightning and Surge Protection,
Grounding, Bonding and Shielding Requirements for Facilities and Electronic Equipment, Paragraph
4.2.3.8, Lightning Protection for Fences and Gates, when fencing is adjacent to FAA facilities.
162-3.7 Cleaning up. The Contractor shall remove from the vicinity of the completed work all tools,
buildings, equipment, etc., used during construction. All disturbed areas shall be seeded per T-901.
162-3.8 FENCE REMOVAL. The existing fence material shall not be destroyed during removal
without prior approval of the Engineer. Existing fence, including fabric, top rails, fasteners, posts,
and other miscellaneous above ground hardware to be removed will not be reused except for
temporary fencing but will be delivered to the Owner to a location as directed by the Engineer after
removal. Construction requirements shall be as shown on the Plans and/or as approved by the
Engineer.
Posts shall not be cut off and abandoned in place. Post holes and all disturbed areas shall be filled
with material to match the surrounding conditions, compacted and flush with the surface. The
concrete erosion control strip shall be removed and disposed of off-site.
The clearing of brush, hedges, heavy growth of grass or weeds, debris, rebar and rubbish of any
nature to construct the proposed fence and proposed seeding/sodding shall be considered
subsidiary to fence removal.
At the point where fence removal stops and existing fence is to remain, the remaining(existing) fence
end section shall be reconstructed/repaired to provide adequate support and security. At these
locations, the Contractor shall determine how the fence is to be reconstructed and submit his
determination to the Engineer for approval. End panels will be required at horizontal and vertical
deflections in accordance with the requirements for the new fence.
Existing gates shown to be removed shall be removed in its entirety and delivered to the Owner to a
location as directed by the Engineer after removal.
162-3.9 EROSION CONTROL STRIP.
a. Subgrade. The subgrade shall be excavated or filled to the required grade. Soft and yielding
material shall be removed and replaced with suitable material and the entire subgrade shall be
thoroughly compacted with approved mechanical equipment. The subgrade under areas to be
paved shall be compacted to a depth of 6"and to a density of not less than 98 percent of the
maximum density as determined by ASTM D698. The material to be compacted shall be within
F-162-3
Page 3 of 7
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
AC 150/5370-10G 7/21/2014
2 percent of optimum moisture content before rolled to obtain the prescribed compaction (except
for expansive soils).
The in-place field density shall be determined in accordance with ASTM D1556 or ASTM D2167
and ASTM D6938 shall be used to determine the moisture content of the material. The machine
shall be calibrated in accordance with ASTM D6938. Stones or rock fragments larger than 4 inches
in their greatest dimension will not be permitted in the top 6 inches of the subgrade. Testing of
moisture content and in place density shall be at a frequency of a day's production not to exceed
1,000 linear feet.
All loose or protruding rocks on the back slopes of cuts shall be pried loose or otherwise
removed to the slope finished grade line.All cut-and-fill slopes shall be uniformly dressed to the
slope, cross-section, and alignment shown on the plans or as directed by the Engineer.
b. Forms. Forms shall be constructed of metal or wood, free from warp, and of sufficient strength
to resist springing during the process of depositing concrete. They shall be securely staked,
braced, set and held firmly to the required line and grade. Forms shall be cleaned and oiled
before concrete is placed against them.
c. Placing and Finishing. The concrete shall be deposited in the forms upon the wetted subgrade
to such depth that when it is compacted and finished, the top shall be at the required elevation. It
shall be thoroughly consolidated and the edges along the form spaded to prevent honeycomb.
The top shall then be struck off with a straightedge and tamped or vibrated sufficiently to flush
mortar to the surface, after which it shall be finished with a wood float to a smooth and even
surface.
Transverse joints shall be cut with a %"jointer at each fence post, or as directed by the Engineer.
Plastering will not be permitted but minor defects shall be filled with a cement mortar (1 part
Portland cement to 2 parts concrete sand) applied with a wood float.
When completed, the concrete shall be properly cured by covering with polyethylene sheets
conforming to ASTM C 171 or a liquid membrane forming compound conforming to ASTM C 309,
Type 2, or other methods approved by the Engineer.
d. Backfilling.After the forms have been removed, the spaces on each side shall be backfilled with
suitable material, which shall be firmly compacted by means of approved mechanical equipment
and neatly graded.
e. Expansion Joints. A space not less than %"wide shall be left between the sides of the strip and
adjacent pavement or other structure and at 100 foot intervals, as directed. This space shall be
filled with approved premolded joint filler meeting the requirements of ASTM D 1752.
f. Acceptance Sampling and Testing. Concrete will be sampled and accepted in accordance with
Item P-610. One sample shall be taken every day of production not to exceed 1000 linear feet of
Erosion Control Strip placed. Sampling locations shall be determined by the Engineer. Two (2)
specimens shall be made from each sample. See subgrade section for subgrade testing and
frequency.
162-3.10 FENCE EXTENSION. Fence extension shall be constructed according to the details in the
plans. Contractor shall use material specified within this specification.
METHOD OF MEASUREMENT
F-162-4
Page 4 of 7
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
AC 150/5370-10G 7/21/2014
162-4.1 "8-Foot Chain-Link Fence with 3-Strand Barbed" Chain-Wli f^"^^ will be measured for
payment by the linear foot. Measurement will be along the top of the fence from center to center of end
posts, excluding the length occupied by gate openings.
162-4.2 "7-Foot Black PVC Coated Chain-Link Fence with 3-Strand Barbed Wire"will be measured
for payment by the linear foot. Measurement will be along the top of the fence from center to
center of end posts, excluding the length occupied by gate openings.
162-4.3 "8-Foot Chain-Link Fence with 3-Strand Barbed Wire and Black Privacy Slats" will be
measured for payment by the linear foot. Measurement will be along the top of the fence from
center to center of end posts, excluding the length occupied by gate openings.
162-4.4 Concrete Erosion Control Strip will be measured by the linear foot measured in the
direction of the constructed perimeter fence, complete and accepted.
162-4.5 Gates will be measured as complete units of the type and material, specified.
162-4.6 Fence removal will be measured for payment by the linear foot. Measurement will be along
the bottom of the fence from center to center of end posts, excluding the length occupied by gate
openings.
162-4.7 Gate removal will be measured for payment by each gate removed in its entirety.
162-4.8 Fence extension will be measured for payment per linear foot measured along the length
of the fence.
162-4.9 Only gate signs as shown in the plans shall be measured for separate payment.All other
signage related to fencing and/or gates is not measured for separate payment but shall be
considered subsidiary to the item in which it is contained.
BASIS OF PAYMENT
162-5.1 RaymeRt fGF Ghain-link fenr__e Mimi! be made at the GentraGt LAnit PFiGe PeF liRear feet.
16-2-5.2 P-ayment fer veh.Gle er pede6trian gates will be made at the GentraGt URit PFiGe fGr eaGh gate.
162-5.1 Payment for 8-Foot Chain-Link Fence with 3-Strand Barbed will be made at the contract
unit price per linear foot.
162-5.2 Payment for 7-Foot Black PVC Coated Chain-Link Fence with 3-Strand will be made at the
contract unit price per linear foot.
162-5.3 Payment for 8-Foot Chain-Link Fence with 3-Strand and black privacy slats will be made at
the contract unit price per linear foot.
162-5.4 Payment for Concrete Erosion Control Strip (including welded wire fabric and tie-down
anchors) will be made at the contract unit price per linear foot.
162-5.5 Payment for manual gates shall be made at the contract unit price for each of the type
specified.
162-5.6 Payment for fence removal will be made at the contract unit price bid per linear foot.
162-5.7 Payment for gate removal will be paid for at the contract unit price bid for each.
F-162-5
Page 5 of 7
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
AC 150/5370-10G 7/21/2014
162-5.8 Payment for fence extension will be paid for at the contract unit price bid per linear foot.
162-5.9 Payment for gate signs will be paid for at the contract unit price bid per each.
The price shall be full compensation for furnishing all materials, and for all preparation, removal and
disposal, erection, and installation of these materials, and for all labor equipment, tools, and incidentals
necessary to complete the item.
Payment will be made under:
Item F-162-5.1 8-Foot Chain-Link Fence with 3-Strand Barbed Wire—per linear foot
,Irn..... 6 2a Ve,hor0leGates per eao"
!tern F 162 h Pedestrian Gatesper each
Item F-162-5.2 7-Foot Black PVC Coated Chain-Link Fence with 3-Strand Barbed
Wire–per linear foot
Item F-162-5.3 8-Foot Chain-Link Fence with 3-Strand Barbed Wire and Black
Privacy Slats–per linear foot
Item F-162-5.4 Concrete Erosion Control Strip–per linear foot
Item F-162-5.5 Manual Double Swing Gate(20-Foot Wide)–per each
Item F-162-5.6 Manual Pedestrian Gate(4-Foot Wide)–per each
Item F-162-5.7 Manual Sliding Gate(20-Foot Wide)–per each
Item F-162-5.8 Fence Removal–per linear foot
Item F-162-5.9 Gate Removal–per each
Item F-162-5.10 Fence Extension–per linear foot
Item F-162-5.11 Gate Sign–per each
MATERIAL REQUIREMENTS
ASTM A 121 Metallic-Coated Carbon Steel Barbed Wire
ASTM A 123 Zinc(Hot-Dip Galvanized) Coatings on Iron and Steel Products
ASTM A 153 Zinc Coating (Hot-Dip) on Iron and Steel Hardware
ASTM A 392 Zinc-Coated Steel Chain-Link Fence Fabric
ASTM A 491 Aluminum-Coated Steel Chain-Link Fence Fabric
ASTM A 572 High-Strength Low-Alloy Columbium-Vanadium Structural Steel
F-162-6
Page 6 of 7
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
AC 150/5370-10G 7/21/2014
ASTM A 653 Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed)
by the Hot-Dip Process
ASTM A 824 Metallic-Coated Steel Marcelled Tension Wire for Use With Chain Link Fence
ASTM A 1011 Steel, Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy,
High Strength Low Alloy with Improved Formability, and Ultra High Strength
ASTM B 117 Standard Practice for Operating Salt Spray (Fog)Apparatus
ASTM B 221 Aluminum and Aluminum Alloy Extruded Bars, Rods, Wire, Profiles and Tubes
ASTM B 429 Aluminum-Alloy Extruded Structural Pipe and Tube
ASTM F 668 Polyvinyl Chloride(PVC), Polyolefin and other Organic Polymer Coated Steel
Chain-Link Fence Fabric
ASTM F 1043 Strength and Protective Coatings on Steel Industrial Fence Framework
ASTM F 1083 Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized)
Welded, for Fence Structures
ASTM F 1183 Aluminum Alloy Chain Link Fence Fabric
ASTM F 1345 Zinc-5% Aluminum-Mischmetal Alloy-Coated Steel Chain-Link Fence Fabric
ASTM G 152 Operating Open Flame (Carbon-Arc) Light Apparatus for Exposure of
Nonmetallic Materials
ASTM G 153 Operating Enclosed Carbon-Arc Light Apparatus for Exposure of Nonmetallic
Materials
ASTM G 154 Operating Fluorescent Ultraviolet (UV) Lamp Apparatus for Exposure of
Nonmetallic Materials
ASTM G 155 Operating Xenon Arc Light Apparatus for Exposure of Nonmetallic Materials
FED SPEC Fencing, Wire and Post, Metal (Chain-Link Fence Posts, Top Rails and Braces)
RR-F-191/3
FED SPEC Fencing, Wire and Post, Metal (Chain-Link Fence Accessories)
RR-F-191/4
FAA-STD-019 Lightning and Surge Protection, Grounding, Bonding and Shielding Requirements
for Facilities and Electronic Equipment
END OF ITEM F-162
F-162-7
Page 7 of 7
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DocuSign Envelope ID:34EA931 F-49DF-4437-AD26-A6166135CD21DD
Attachment B: Bid/Pricing Schedule
CITY OF CORPUS CHRIST[
CONTRACTS AND PROCUREMENT
BID FORM
RFB No. 4,870
Demolition of Aircraft East General Aviation Hangar One
Late: 0
Authorized
Bidder: � a`�� . Signature:
1. Refer to "Instructions to Bidders" and Contract Terms and Conditions before
completing bid..
. Quote your best price for each Iters.
3. In submitting this bid, Bidder certifies that:
a. the prices in this bid have been arrived at independently, without consultation,
communication, or agreement with any ether Bidder or competitor, for the
purpose of restricting competition with regard to prides.
b. Bidder is an Equal Opportunity Employer, and the Disclosure of Interest information
on file with City's Contracts and Procurement office, pursuant to the Code of
Ordinances, is current and true..
c. Binder is current with all taxes due and company is in good standing with all
applicable governmental agencies.
d. Bidder acknowledges receipt and review of all addenda for this dFB.
Item ... Desgi bean , UNIT Q Price
I Demolition of Aircraft flan ar One _Lumps m 1 d 2L5-0 0
Allowance Permit Fee $9,000.00
........ . .
Total,, 1z:z /�0 0.
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
Attachment C: Insurance and Bond Requirements
A. CONTRACTOR'S LIABILITY INSURANCE
1 . Contractor must not commence work under this agreement until all insurance
required has been obtained and such insurance has been approved by the City.
Contractor must not allow any subcontractor Agency to commence work until all
similar insurance required of any subcontractor Agency has been obtained.
2. Contractor must furnish to the City's Risk Manager and Contract Administer one
(1 ) copy of Certificates of Insurance (COI) with applicable policy endorsements
showing the following minimum coverage by an insurance company(s)
acceptable to the City's Risk Manager. The City must be listed as an additional
insured on the General liability and Auto Liability policies by endorsement, and a
waiver of subrogation is required on all applicable policies. Endorsements must be
provided with COI. Project name and or number must be listed in Description Box
of COI.
TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE
Commercial General Liability $1 ,000,000 Per Occurrence
Including:
1 . Commercial Broad Form
2. Premises - Operations
3. Products/ Completed
Operations
4. Contractual Liability
5. Independent Contractors
6. Personal Injury- Advertising Injury
AUTO LIABILITY (including) $500,000 Combined Single Limit
1 . Owned
2. Hired and Non-Owned
3. Rented/Leased
WORKERS' COMPENSATION Statutory
EMPLOYER'S LIABILITY $500,000 /$500,000 /$500,000
POLLUTION LIABILITY $1 ,000,000 Per Occurrence
(Including Cleanup and
Remediation)
Risk Review
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
3. In the event of accidents of any kind related to this agreement, Contractor must
furnish the Risk Manager with copies of all reports of any accidents within 10 days
of the accident.
B. ADDITIONAL REQUIREMENTS
1 . Applicable for paid employees, Contractor must obtain workers' compensation
coverage through a licensed insurance company. The coverage must be written
on a policy and endorsements approved by the Texas Department of Insurance.
The workers' compensation coverage provided must be in an amount sufficient to
assure that all workers' compensation obligations incurred by the Contractor will
be promptly met.
2. Contractor shall obtain and maintain in full force and effect for the duration of this
Contract, and any extension hereof, at Contractor's sole expense, insurance
coverage written on an occurrence basis, by companies authorized and admitted
to do business in the State of Texas and with an A.M. Best's rating of no less than A-
VII.
3. Contractor shall be required to submit a copy of the replacement certificate of
insurance to City at the address provided below within 10 days of the requested
change. Contractor shall pay any costs incurred resulting from said changes. All
notices under this Article shall be given to City at the following address:
City of Corpus Christi
Attn: Risk Manager
P.O. Box 9277
Corpus Christi, TX 78469-9277
4. Contractor agrees that with respect to the above required insurance, all insurance
policies are to contain or be endorsed to contain the following required provisions:
• List the City and its officers, officials, employees, volunteers, and elected
representatives as additional insured by endorsement, as respects operations,
completed operation and activities of, or on behalf of, the named insured
performed under contract with the City, with the exception of the workers'
compensation policy;
• Provide for an endorsement that the "other insurance'' clause shall not apply to
the City of Corpus Christi where the City is an additional insured shown on the
policy;
• Workers' compensation and employers' liability policies will provide a waiver of
subrogation in favor of the City; and
• Provide 30 calendar days advance written notice directly to City of any,
cancellation, non-renewal, material change or termination in coverage and not
less than 10 calendar days advance written notice for nonpayment of premium.
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166135CD21DD
5. Within 5 calendar days of a cancellation, non-renewal, material change or
termination of coverage, Contractor shall provide a replacement Certificate of
Insurance and applicable endorsements to City. City shall have the option to
suspend Contractor's performance should there be a lapse in coverage at any
time during this contract. Failure to provide and to maintain the required insurance
shall constitute a material breach of this contract.
6. In addition to any other remedies the City may have upon Contractor's failure to
provide and maintain any insurance or policy endorsements to the extent and
within the time herein required, the City shall have the right to order Contractor to
remove the exhibit hereunder, and/or withhold any payment(s) if any, which
become due to Contractor hereunder until Contractor demonstrates compliance
with the requirements hereof.
7. Nothing herein contained shall be construed as limiting in any way the extent to
which Contractor may be held responsible for payments of damages to persons or
property resulting from Contractor's or its subcontractor's performance of the work
covered under this agreement.
8. It is agreed that Contractor's insurance shall be deemed primary and non-
contributory with respect to any insurance or self insurance carried by the City of
Corpus Christi for liability arising out of operations under this agreement.
9. It is understood and agreed that the insurance required is in addition to and
separate from any other obligation contained in this agreement.
2023 Insurance Requirements
Ins. Req. Exhibit 4-C
Contracts for General Services - Services Performed Onsite - Pollution
01/01/2023 Risk Management - Legal Dept.
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
Attachment D: Warranty Requirements
No warranty is required for this service agreement.
Page 1 cf 1
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
Attachment E :
Federal Requirements
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
FEDERAL REQUIREMENTS
FR— 13 CERTIFICATION FORM
SUSPENSION AND DEBARMENT REQUIREMENTS FOR ALL CONTRACTS OVER $25.000 49 CFR
PART 29
The Proposer/offeror certifies, by this submission of this proposal or acceptance of this contract, that
neither it nor its principals is presently debarred, suspended, proposed for debarment, declared ineligible,
or voluntarily excluded from participation in this transaction by any Federal department or agency.
Proposer further agrees by submitting this proposal that it will include this clause without modification in
all lower tier transactions, solicitations, proposals, contracts, and subcontracts. Where the
Proposer/offeror/contractor or any lower tier participant is unable to certify to this statement, it shall attach
an explanation to this solicitation/proposal.
9/22/2023
�ocuSigned by:
Ut Vln bin CAW
55475AE1CBOC4CE...
Authorized Signature
Vernon Carr
Print Name
President
Title of Signer
President
Company Name
Coastal Bend Demolition,
Inc.
Company Address
Corpus Christi , Tx 78411
City, State, Zip Code
NOTE: Failure to complete the blanks may be grounds for rejecting the Proposal.
DocuSign Envelope ID:34EA931F-49DF-4437-AD26-A6166B5CD2DD
FEDERAL REQUIREMENTS
FR— 14 CERTIFICATION FORM
CERTIFICATION REGARDING LOBBYING
CERTIFICATION FOR CONTRACTS, GRANTS, LOANS,
AND COOPERATIVE AGREEMENTS
The undersigned certifies, to the best of his or her knowledge and belief, that
No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for
influencing or attempting to influence an officer or an employee of any agency, a member of congress, an officer or
employee of congress,or an employee of a member of congress in connection with the awarding of any federal contract,
the making of any federal grant, the making of any federal loan,the entering into of any cooperative agreement, and the
extension, continuation, renewal, amendment, or modification of any federal contract, grant, loan, or cooperative
agreement
If any funds other than federal appropriated funds have been paid orwill be paid to any person for influencing or attempting
to influence an officer or employee of any agency, a member of congress, an officer or employee of congress, or an
employee of a member of congress in connection with this federal contract, grant, loan, or cooperative agreement, the
undersigned shall complete and submit with this a Standard Form-11, "Disclosure Form to Report Lobbying," in
accordance with its instructions.
The undersigned shall require that the language of this certification be included in the award documents for all
subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative
agreements)and that all subrecipients shall certify and disclose accordingly.
This certification is a material representation of fact upon which reliance was placed when this transaction was made or
entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by
Section 1352, Title 31, U. S. Code. Any person who fails to file the required certification shall be subject to a civil penalty
of not less than$10,000 and not more than $100,000 for each such failure.
DocuSigned by:
Ut,V �ln t 'y 9/22/2023
S l g M06eoca.E... Date
Vernon Carr
Print Name of Authorized Individual
President
Organization Name