HomeMy WebLinkAboutC2008-166 - 5/27/2008 - ApprovedAGREEMENT
for
Construction Materials Engineering Laboratory's
Inspection and Materials Testing Services
This AGREEMENT is between the City of Corpus Christi, Texas, a Texas
home-rule municipal corporation, "CITY", acting through its duly authorized City Manager or
designee ("City Engineer"}, and Kleinfelder, a Texas corporation or partnership, "LAB",
acting throu h its duly authorized representative who is
•~.~,~ ~~` IZ~~'~-- (Name} o~(~~,f~' ~'/V~qi~~-_ (Title}, which agree as
follows:
1. DECLARATIONS "CITY" desires to engage "LAB" to provide services
in connection with City's project, described as follows: Cefe Valnexuela Landfill Sector 4A
and 4B Construction Materials Testin Ins ection Laborato QAIQC
SLERIGLERIBER Documentation ,(Project No. 5225] "PROJECT".
2. SCOPE OF WORK "LAB" shall provide services to the PROJECT in
accordance with the accompanying Scope of Services and Fee Schedule attached as
"Exhibit A" and the Terms and Conditions to AGREEMENT attached as "Exhibit B".
3. FEE The "CITY" agrees to pay the "LAB" for services provided in
accordance with Exhibit "A", Scope of Services and Fee Schedule under this
AGREEMENT, a total fee not to exceed $262~466_QO {in figures), (Two Hundred Six
Two Thousand Four Hundred Six Six and nolxx dollars (in words).
4. CITY'S DISCLOSURE OF HAZARDOUS & TOXIC MATERIALS AND
CONDITIONS AT THE PROJECT SITE. To the best of the City's knowledge, based upon
currently available information, the only hazardous or toxic materials, as defined by the
laws and regulations of the Federal government, the state, and city which exist at the
PROJECT SITE are as follows: None "CITY" acknowledges and confirms that "LAB" is
relying upon the above warranty in undertaking to perform the services described in this
AGREEMENT.
CITY OF CORPUS CHRISTI LAB:
ey: By;
` g I R. Excobar, P.E. ( ate) SI ~~ URE)
Interim Assistant City Manager ._.~f /.~"~-_ __
(Date)
ATTEST: 5Q02 Ambassador Row
(Address)
Corpus Christi, TX 78469
Armando Chapa, City Secr ry {Date) (CitylStatelZip)
361-854-4774 Fax: 36 ~ -854-4924
APP OVED AS TO RM: (PhonelFax No.}
~ ~n~
20x8-16b (Date)
M20a8-129
as/z~ros
Kleinfelder
~~~~- 2 AUT4i0K1~1~
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~ C-0k1#fCIL....ti..5.~2r.1.~Y.~ page 1 of 1
•.4.~~~
~SEC~eTAls1'
KLEINFELDER
An empfofee rn~ned rori~par~~~
February ~ 9, 2008
Mr. Kevin Stowers
Engineering Department
City of Corpus Christi
P.O. Box 9277
Corpus Christi, Texas 784fi9-9277
Reference: Cefe F. Valenzuela Landfill
Sector 4A, 4B
Corpus Christi, Texas
Proposal No. CCH8P038
Dear Mr. Stowers:
Kleinfelder is pleased to submit this proposal for construction materials testing services
for the new Sectors 4A and 4B located at the Cefe F. Valenzuela Landfill in Corpus
Christi, Texas. The purpose of this proposal is to establish our scope of work for the
project, associated unit fees for our services and the terms and conditions of this
agreement.
We have prepared this proposal based on a brief review of the following:
• A cons#ruction schedule from Chiang, Patel & Yerby dated February '14, 2008
• Phone discussions with Mr. Robert Fifarek, P.E.
This proposal is based on our general understanding of the project plans, specifications
and proposed construction schedule. At this time, we estimate a preliminary budget of
$262,46fi for Sectors 4A & 4B to be billed on atime-and-materials basis. We have
attached a Proposed Fee Schedule 1 Estimate indicating our budget breakdown and unit
costs. For budgeting purposes, we have assumed a percentage of our hours will be
billed a# our overtime rate. However, the actual quantities and overtime hours incurred
will depend on the actual scheduling of our activities by the contractor. Our estimate
does not include costs of re-inspections, contractor delays, stand-by time or site visits
that are cancelled upon arrival. Additional site visits due to failed tests and costs for
retests or for contractor convenience are not included within the es#imate.
ccH$Pa38 -
Copyright 2008, Kleinfelder Exhibit A
5002 Ambassador Row, Corpus Christi, Texas 78496 (361) 854-4774 Pa e 1 of 6
KLEINFELDER
Workscope Description -Fee Estimate
Cefe F. Valenzuela Landfill -Sectors 4A, 4B
SLERIGLERIBER
Corpus Christi, Texas
General: The City of Corpus Christi proposes to begin construction of the liner system
for Sectors 4A and 4B of the Cefe Valenzuela Landfill. It is our understanding that the
liner system for these sectors will contain a two-foot clay liner, 60-mil HDPE
geomembrane, and a leachate collection system consisting of a 1-foot drainage layer
and chimney drain, with 18 inches of pro#ective cover. The side slopes will have a
drainage Geocomposite layer and 30 inches of protective cover. In accordance with
Texas Commission on Environmental Quality {TCEQ) regulations and guidelines,
certain tests and inspections must be made during the liner construction to verify the
quality of liner construction and to allow the project engineer to complete the required
documentation. The work described herein is our estimate of the number of tests and
personnel time required to complete the quality control #esting and SLERIGLER
documentation. Since ballast will be required in some areas with the two feet clay liner,
BER documentation will also be included for the waste used as ballast.
The composite system will be constructed as follows:
Bottom Side Slopes
2 feet Clay Liner 2 feet Clay Liner
60-mil HDPE Geomembrane 60-mil HDPE Geomembrane
1 foot Drainage Layer and chimney drain Drainage Geocomposite
18 inches -Protective Cover 30 inches -Protective Cover
Leachate Drainage Trench and Sump with Gravel
Field Services: Kleinfelder will provide a soils technician on a full-time basis during
construction of the clay liner. The field technician will conduct all field tests including
moisture-density tests of the compacted clay liner and will sample the compacted clay
for classification and permeability testing. The technician will maintain documentation of
all test locations and results, and will make observations ofi the material processing and
compaction operations. He will coordinate the testing with the construction operations
and will report all tests results and observations to the project geotechnical engineer.
The project geotechnical engineer will also make periodic visits to the job site to view
the construction operations and general progress of work, and will observe the material
processing, compaction and testing of the clay liner as required by TCEQ.
Upon completion of the clay liner construction and acceptance of the SLER by the
TCEQ, construction of the fi0-mil HDPE geomembrane liner will follow. Kleinfelder wiA
provide a technician specialist during the geomembrane construction to observe all
phases of the geomembrane construction from delivery and verification of membrane
thickness to the observation and documentation of the field seaming process and
pressure testing. The field technician will also view the Contractor's general installation
practices in relation to his QCIQA documentation and will secure all field test
specimens, which must be tested destructively in the laboratory. The field technician will
CCH8P038 Page 2 February 1
Copyright 2008, Kleinfelder
KI.EINFELDER
also observe the leachate collection system, protective cover and ballast installation.
The leachate collection system will include 1-foot drainage layer and chimney drain. The
field technician will report his observations and test results to the project geotechnical
engineer. Photographs will be taken to document each phase of geomembrane
installation as well as the clay liner construction.
Laboratory Testing During Construction: The frequency of sampling and testing of
the clay liner has been determined from the proposed construction and TCEQ
requirements for Sectors 4A and 4B. These testing quantities are summarized below:
Sector 4A Sector 4B
Tests 2 feet Clay 22 few
Field Densities {ASTM D 2922-91 } 220 220
Sieve Analysis (ASTM D 1140-92) 2$ 28
Atterberg Limits (ASTM D 4318-93) 28 28
Permeability (EM-110-21906, Appendix VII} 28 28
Moisture-Density Curve (ASTM D 1557-91) 4 0
The test quantities are based on about 435,600 square feet of clay liner for each sector,
the anticipated construction sequencing and do not include any contingency for testing
above the minimum. With full-time technician services we anticipate that we will take
more moisture-density tests than stated above, as this is a very important consideration
in obtaining the proper permeability. The other test frequencies should remain
approximately the same unless reconstruction or additional sections require additional
testing.
Permeability tests will be conducted using the falling-head procedure in flexible-wall
permeameters in accordance with test method EM-1110-2-1906, Appendix Vli. The
actual permeability test specimens will be taken as undisturbed samples from the
compacted clay liner along with sufficient soil for classification testing.
The field seams of the 60-mil HDPE liner will be examined by several field test methods
and in addition by destructive testing of specimens cut from the field seams at maximum
intervals of 500 feet. These field-cut specimens will be shipped to the laboratory where
"peel and shear" tests will be conducted. Based on our preliminary estimate of the total
job seam length, we have estimated that about 75 tests may be required for each
sector. This number will vary depending upon the Contractor's specific layout of the
seams and the number of retest required. The number of conformance tests required for
HDPE Geomembrane, Geotextile and Geocomposite are estimated and could vary
depending upon the number of resin batches. A summary of the quantity of
conformance #est is provided below:
Conformance Tests Sector 4A Sector 4B
Geomembrane 10 10
Geotextile 4 4
Geocomposite with Transmissivity 4 4
CCH8P038 Page 3 February 1
Copyright 2049, Kleirafelder
KLEINFELDER
Engineering Supervision and SLERIGLERIBER: Kleinfelder's management and
engineering staff will supervise the field services, view construction procedures,
interface wi#h City staff, supervise all laboratory testing and complete the documentation
and liner evaluation reports. Mr. Don R. Rokohl, P.E. will be the Project Engineer. Mr.
Jerry Lipstreu, S.E.T., Area Manager, will provide day-to-day coordination with our field
technician. Mr. Rokohl will be available daily as needed to view genera! construction
operations and witness our field testing services. We will also maintain an on-going file
of the test results and other documentation which will form part of the SLERIGLER
documents. We understand all surveying required for vertical and horizontal control of
construction and all test locations will be provided by a third party. The third party will
also furnish tabulations of survey data for thickness verification of the clay liner,
leachate drainage layer, protective cover, waste as ballast and leachate pipe.
The SLER document will be completed and submitted in triplicate to the TCEQ as soon
as possible following completion of the clay liner construction and all laboratory
verification testing. The geomembrane construction should not begin until TCEQ
provides acceptance of the SLER. Then upon completion of the geomembrane
construction and all other parts of the composite liner system and all related testing and
inspection of the system are completed the GLER document will be prepared and
submitted in triplicate to the TCEQ. Upon completion of the waste as ballast
construction, a BER document will then be prepared and submitted in triplicate to the
TCEQ.
COMPENSATION
The fees for this project will be billed monthly on atime-and-materials basis subject to
the attached Basis of Charges. This preliminary estimate is based on the design
engineer's construction schedule, and therefore will be heavily influenced by constraints
outside the control of Kleinfelder including, but not limited to the contractor's actual
schedule, project sequencing and inclement weather. Additional services, such as
services provided beyond the quantities proposed, or other services not anticipated at
this time, may be required. If requested, these additional services would be treated as
extra, and billed in accordance with the unit rates and Basis of Charges identified.
SCHEDULING AND COMMUNICATIONS
We require that our dispatch office (36~ -854-4774) be contacted at least 24 hours in
advance of any necessary tests and observations. In order for us to accomplish our
work scope, we will require one set of the approved project plans and specifications
prior to the start of our services. In addition, an onsite pre-construction meeting with all
involved parties is also requested.
AUTHORIZATION
You may authorize this work scope by issuing a City of Corpus Christi contract.
CCH8P038 Page 4 February
Copyright 2008, Kleinfelder
KLEINFELDER
LIMITATIONS
Kleinfelder offers a range of engineering services to suit the varying needs of our
clients. Although risk can .never be eliminated, more detailed and extensive
investigations yield more information, which may help understand and manage the
degree of risk. Since such detailed services involve greater expense, our clients
participate in determining the level of service that provides adequate information for
their purposes at acceptable levels of risk. Acceptance of this proposal will indicate that
an authorized representative of the City of Corpus Christi has reviewed the Scope of
Services, and determined that they do not need or want more services than are being
proposed at this time. Any exceptions should be noted and may result in adjustments to
our fees.
Kleinfelder will perform all services in a manner consistent with the standards of care
and skill ordinarily exercised by members of the profession practicing under similar
conditions in the geographic vicinity and at the time the services will be performed.
Therefore, no warranty or guarantee, express or implied, is made part of the services
offered by this proposal.
Again, we appreciate the opportunity to provide this proposal for sectors 4A and 4B, and
we look forward #o working with you to make this project a success. Please call (361)
854-4774 if you have any questions or comments.
We sincerely appreciate the opportunity to be of service and look forward to working
with you on this project.
Sincerely,
KLEINFELDER CENTRAL INC.
~~. ~~~-_
Jerry Lipstreu, S.E.T.
Project Manager
~, IZ-
Don R. Rokohl, P. .
Senior Geotechnical Engineer
Attachment: Basis of Charges
CCH8P038 Page 5
Copyright 2408, Kleinfelder
KLEIIVfELUER
Cefe Valenzuela Landfill
Sectors 4A and 4B
Unit Prices and Fee Estimate
Estimated Estimated
Description Quantities Unit Rate Total
A. Field Services
Soil Services 440 hr 45.00 19,800.00
O.T. Contingency 200 hr 67.50 13,5DD.D0
Geomembrane Services 400 hr 50.00 20,000.00
O.T. Contingency '160 hr 75.00 12,000.00
Soil Services (SandlLeachate) 400 hr 45.D0 18,ODD.00
O.T. Contingency 200 hr 67.50 13,500.00
Soil Services (BER) 200 hr 45.00 9,OOOAO
Nuclear Gauge Charges 50 days 80.00 4,000.00
Vehicle Charge 148 days 28.00 4,144.00
B. Laboratory Testing
Atterberg Limits 56 ea 70.00
#200 Sieve Tests 56 ea 32.00
Calcium Carbonate Content 2 ea 500.00
Water Tests 1 ea 250.00
Sieve Analysis (Drainage) 2 ea 70.00
Permeability Tests (Sand/Gravel) 2 ea 1fi0.00
Permeability Tests (Clay) 56ea 325.00
Moisture-Density Curves 4 ea 235.00
Flexible membrane testing to include:
Destructive membrane seam tests, conformance testing
of geomembrane, geotextile and geocomposite
Outside testing cost charged at cost plus 20% Estimated cost
C. Engineering and Preparation of SLERlGLERIBER
Senior Professional 450 hr 130.00
(Project Engineer
Graphic Design 2fi0 hr 50.00
(Drafting
Project ManagerlAdministration Services 10% of Monthly invoice
Estimated Total:
3, 920.00
1,792.00
1,000.00
250.00
140.00
320.00
18,200.00
940.00
26,600.00
58,5oo.ao
13,ODD.DO
$23,860.00
$262,466.00
CCH8P038 Page 6 February
Copyright 2008, Kleinfeidar
8.3 Neither party will assign this AGREEMENT without the express written
approval of the other, but "LAB" may subcontract laboratory procedures as
"LAB" deems necessary to meet the obligations of this AGREEMENT.
TERMS AND CONDITIONS TO AGREEMENT
(REVISED JANUARY, 1998)
PAGE 5 OF' S
EXHIBIT "B"
TERMS AND CONDfTIONS TO AGREEMENT
ARTICLE 1. SERVICES: "LAB" will:
1.1 Provide only those services requested by "CITY ENGINEER" that, in the
opinion of "[.AB", lie within the technical or professional areas of expertise
of "LAB" and which "t.AB" is adequately staffed and equipped to perform.
1.2 Perform technical services under the general direction of a licensed
engineer and in substantial accordance with the basic requirements of the
appropriate standards of the American Society for Testing and Materials,
where applicable, or other standards designated in writing by the "CITY
ENGINEER".
1.3 Promptly submit formal reports of tests, inspections and services
performed indicating, where applicable, compliance with the PROJECT
specifications or other contract documents. Such reports must be
complete and factual, citing the tests performed, methods employed,
values obtained, and parts of the structure of THE PROJECT area
subjected to any testing.
1.4 Utilize testing equipment which has been calibrated according to
applicable standards and, upon request, submit to the "CITY ENGINEER",
or his authorized representa#ive, documentation of such calibration.
Secure representative samples of those materials that the City's
Contractor proposes to use which require testing, together with relevant
data concerning such materials including the point of origin and supplier.
1.5 Consider reports to be confidential, and distribute reports only to those
persons, organizations or agencies specifically designated in writing by
the "CITY ENGINEER".
1.6 Retain records relating to services performed for "CITY" for a period of two
years following submission of any reports, during which period the records
will be made available to the "CITY" at all reasonable times.
1.7 Pay salaries, wages, expenses, social security taxes, federal and state
unemployment taxes, and any other similar payroll taxes relating to the
services.
TERMS AND CONDITIONS TO AGREEMENT
(REVISED JANUARY, 1998)
PAGE 1 of 5
ARTICLE 2. CITY RESPONSIBILITIES: City Engineer or authorized representative
wiill:
2.1 Provide "LAB" with all plans, specifications, addenda, change orders,
approved shop drawings and other information for the proper performance
of services by "LAB".
2.2 Issue authorization in writing giving "LAB" free access to THE PROJECT
site, and to all shops or yards where materials are prepared or stored.
2.3 Designate in writing those persons or firms which will act as the "CITY'S"
representative with respect to "LAB'S" services to be performed under this
AGREEMENT and which must be promptly notified by "LAB" when it
appears that materials tested or inspected are in non-compliance. Only
the "CITY ENGINEER" or his designated representative have authority to
transmit instructions, receive information and data, interpret and define the
CITY'S policies and decisions with respect to THE PROJECT. "LAB"
acknowledges that certain "CITY" representatives may have different
types of authority concerning THE PROJECT.
2.4 Advise "LAB" sufficiently in advance of any operations so as to allow for
assignment of personnel by "LAB" for completion of the required services.
Such advance notice will be in accordance with that established by mutual
agreement of the parties.
2.5 Direct THE PROJECT contractor, either by the Construction Contract or
direct written order to:
(a) Stop work at the appropriate times for "LAB" #o perform contracted
services;
(b) Furnish such labor and all facilities needed by "L4B" to obtain and
handle samples at THE PROJECT and to facilitate the specified
inspection and tests;
(c) Provide and maintain for use of "LAB" adequate space at THE
PROJECT for safe storage and proper curing of test specimens
which must remain on THE PROJECT site prior to, during, and up
to 60 days after testing.
TERMS AND CONDITIONS TO AGREEMENT
(REVISED JANUARY, 1998)
PAGE20F5
ARTICLE 3. GENERAL CONDITIONS
3.1 "LAB", by the performance of services covered hereunder, does not in any
way assume, abridge or abrogate any of those duties, responsibilities or
authorities with regard to THE PROJECT which, by custom or contract,
are vested in THE PROJECT architects, design engineers, or any other
design agencies or authorities.
3.2 "LAB" is not authorized to supervise, alter, relax, enlarge or release any
requirement of THE PROJECT specifications or other contract documents
nor to approve or accept any portion of the work. "LAB" does not have the
right of rejection or the right to stop the work. "CITY ENGINEER" will direct
THE PROJECT contractor to stop work at appropriate times for "LAB" to
conduct the sampling, testing, or inspection of operations covered by the
AGREEMENT.
ARTICLE 4. FIELD MONITORING AND TESTING
4.1 "CITY" and "LAB" agree that "LAB" will be on-site to perform inspections
for contracted services. The "CITY" and "LAB" also agree that "LAB" will
not assume responsibility for PROJECT Contractor's means, methods,
techniques, sequences or procedures of construction, and it is understood
that the final services provided by "LAB" will not relieve the PROJECT
Contractor of his responsibilities for performing the work in accordance
with THE PROJECT plans and specifications. For the purposes of this
AGREEMENT, the word "inspection" is used to mean periodic observa#ion
of the work and the conducting of tests by "LAB" as specified in the
AGREEMENT. Continuous monitoring by "LAB" or its subcontractors does
not mean that "LAB" is approving placement of materials. Inspection is not
and should no# be construed to be a warranty by "LAB" to the "CITY" or
any other party.
4.2 Samples collected or tested by "LAB" remain the property of the "CITY"
while in the custody of the "LAB". "LAB" will retain the samples for a period
of 60 days following the date of submission of any report related to the
sample. Following the retention period, "LAB" will dispose of non-
hazardous samples, and return hazardous, acutely toxic, or radioactive
samples and samples containers and residues to "CITY". "CITY" agrees
to accept such samples and samples containers.
TERMS AND CONDITIONS TO AGREEMENT
(REVISED JANUARY, 1998}
PAGE3oF5
ARTICLE 5. STANDARD OF CARE AND WARRANTY
Services performed by "LAB" will be conducted in a manner consistent
with that level of care and skill ordinarily exercised by reputable members
of the profession currently practicing under similar conditions in the same
locality. No other warranty either expressed or implied is made or intended
by the AGREEMENT or any reports. "LAB" will not be responsible for the
interpretation or use by others of data developed by "LAB".
ARTICLE fi. SAFETY
"CITY" and "LAB" agree that, in accordance with the generally accepted
construction practice, the PROJECT'S general contractor will be solely
and completely responsible for working conditions on THE PROJECT,
including safety of all persons and property during the performance of the
work, and for compliance with all municipal, state, and federal laws, rules
and regulations, including OSHA. The duty of "LAB" in providing services
is not, therefore, to include any review of, or responsibility for, the
adequacy of the PROJECT'S general contractor's safety measures in, on,
or near THE PROJECT site.
ARTICLE 7. INVOICES AND PAYMENT
"LAB" will submit progress invoices to "CITY ENGINEER" monthly and
final invoice upon completion of services. Each invoice is due and
payable by "CITY" within 30 days of receipt and approval to pay by the
City Engineer.
ARTICLE 8. EXTENT OF AGREEMENT
8.1 This AGREEMENT, including Exhibit "A" and these terms and conditions,
represents the entire AGREEMENT between "CITY" and "LAB" and
supersedes all prior negotiation, representations or agreements, written or
oral. This AGREEMENT may be amended only by a written instrument
signed by duly authorized representative of "CITY" and "LAB". If any
conflict occurs between these terms and conditions and this
AGREEMENT, these terms and conditions are controlling.
8.2 In the event that any one or more of the provisions contained in this
AGREEMENT are for any reason held invalid, illegal or unenforceable in
any respect, the remaining terms will be in full effect and this
AGREEMENT will be construed as if the invalid or unenforceable matters
were never included in this AGREEMENT. No waiver of any default will be
a waiver of any future default.
TERMS AND CONDITIONS TO AGREEMENT
(REVISED JANUARY, 1998}
PAGE 4 OF 5
8.3 Neither party will assign this AGREEMENT without the express written
approval of the other, but "LAB" may subcontract laboratory procedures as
"LAB" deems necessary to meet the obligations of this AGREEMENT.
TERMS AND CONDITIONS TO AGREEMENT
(REVISED JANUARY, 1998)
PAG1=50F5
CITY OF CORPUS CHRISTI
DISCLOSURE OF INTERESTS
City of Corpus Christi Ordinance 17172, as amended, requin~ all persons or farms seeking tv do business with the City to
provide the following information. Every question must be answered_ If the question is scat applicable, answer with `NA".
FIRM NAME: ~ ~ ~ r ~/ ~~= t"= ~ ~ ~'`"
STREET: ~~ ~ z' ~f~~ I~SS~~,t., u .Ulr~- CETY: ~1~~1~f ~ ~ ~(/l~`~ 1 ~' TJP: 7~ `l r
FlRM is: 7. Corporation ~ 2. Partnership o 3. Soie Owner ^ 4. Association >~
S. Other o
DISCLOSURE QUESTIONS
If additional space is necessary, please use the reverse side of this page or attach separate sheet
1. State the names of each "employee" of the City of Corpus Christi having an "ownership interest" consttuting 3%
or more of the ownership in the above maned "firm".
Name Job Tatle and City Department ('~f known)
., _._,. , ~(L ~~-
2. Staff: the names of each "ofSciaP' of the City of Corpus Christi having an "ownership interest"' constituting 3% or
more of the ownership in the above named "firm".
Name ~ Tatle
_ ~/ `~
3. State the names of each "board member" of the City of Corpus Christi having an "ownership interests constituting
3% or more of the ownership in the above named "firm".
Name Board, Commission or Committee
.~ /
4. State the names of each employee or officer of a "consultant" for the City of Corpus•Christi who worked on any
matter related to #tie subject of this contract and has an "ownership interest" constituting 3% or more of the
ownership in the above named "firm".
Nance Consultant
n• a4
CERTIFlCATE
I cerlify that ail information provided is true and correct as of the date of this statement, that I have not laaowin9ly
withheld disclosure of any information reques6ed; and that suppiementai statemeriis wrli be promptly submitted to the City
of Corpus Christi, Texas as changes occur. .~
Certifying Person: ~ tQ,f~• ~t' ~y % 1 ~~ ~-~' t~_ Tiite:~"~~•'~f.- ~~•~ ~i~&~~'
(Type or Print)
Signature of Cetf~jrii•ig. Person: Date: J `~~~' ~~ ,,,., _„