HomeMy WebLinkAboutC2015-319 - 10/25/2015 - NA 1 ,
S .
CITY OF CORPUS CHRISTI
AMENDMENT NO. 1
CONSTRUCTION MATERIALS TESTING
The City of Corpus Christi, Texas hereinafter called "City", and Rock Engineering and Testing
Laboratory, Inc. hereinafter called "Engineer", agree to the following amendments to the Contract for
Engineering Services for Staples Street from Morgan Avenue to IH 37 BOND 2012 (Project No.
E12096) as authorized and administratively amended by:
Original Contract July 21, 2015 Ordinance No. 030563 $74,350.00
Exhibit "A", shall be amended to include additional tasks as described in the attached Amendment No.
1, Exhibit "A".
Fees shall be modified a revised fee not to exceed $7,346.00 (Seven Thousand Three Hundred Forty
Six Dollars Zero Cents), for a total restated fee not to exceed $81,696.00 (Eighty One Thousand Six
Hundred Ninety Six Dollars and Zero Cents). Monthly invoice will be submitted in accordance with
Exhibit "B".
All other terms and conditions of the July 21, 2015 contract between the City and Engineer, and of any
amendments to that contract, which are not specifically addressed herein shall remain in full force and
effect. .
CITY OF CORPU CHRISTI ROCK ENGINEERING AND TESTING
i /// LAB ATORY, INC.
II 1 0 •:�1diti 0275 ,AAAL A4Cia ct-ai- is
V-11-rie H. Gray, '. E. 10 (5-Date Curtis A..Rock Date
Ex cutive Director of •ublic orks Business Development Manager
6817 Leopard Street
RECOMMENDED Corpus Christi, TX 78409
(361) 883-4555 Office
Andy Leal, P.E. Date
Interim Director of Street Operations
#1,3....,ex
AP OVED AS TO LEGAL FORM
10-10'15 Project No. E12096
gal Department ate Accounting Unit: 3549-051
Account: 550950
APP OED Activity: E12096013549EXP4J
Account Category: 50950
--1 /41---
Fund Name: Street CIP BOND 2012
bl6��l E cumbrance No.
Office of Management Date \, -4 ssc t7 2Z4/$3 l J
and Budget
ATTEST
.l . I.. . .,-...1. A ail.,,tZ LC /c)-911c.--
2015-319
10/25/15 Date
Rock Engineering& Testing INDEXED
E12096 SOUTH STAPLES STREET FROM MORGAN TO IH37 BOND ISSUE 2012\RTA ROADWAY REPAIRS AROUND CITY
�t:' ).
t� • GEOTECHNICAL ENGINEERING
Vi p • CONSTRUCTION MATERIALS
l0 0 C ENGINEERING &TESTING
A O • SOILS • ASPHALT • CONCRETE
August 4, 2015
City of Corpus Christi
Department of Engineering Services
Post Office Box 9277
Corpus Christi. '1 exas 78469-9277
Attention: AIr. fern. Shoemaker. Pi..
SI BJF('i 1. A'E IEN'C RECONI\IENI).A I IO\S FOR TE'%IPORAR\ RTA BLS ROUTE
Sam Rankin St.. lexica st_ \lestina St.
Corpus Christi, texas
I)ear Mr. Shoemaker.
Rock Engineering and I estine I ifhtIr�lhl'�, lie. (PF' II ) I I BPI- firm No. 2 I l)1 ) was requested to observe
the pavement distress occurring on ani Rankin St., Mexico St., Josephine St.. Mestina St. and Alameda
St. due to the increase in traffic as a result of new traffic patterns associated with the temporary bus
station on Leopard Street during the rehabilitation of the Staples Street Bus Station in Corpus Christi,
Texas. RETL performed two site investigations Phase 1 performed on June 16, 2015 and Phase 2
performed on June 27, 2015. This work was performed in accordance with a request from Mr. Jerry
Shoemaker, P.E., representing the Cit), of Corpus Christi.
Below are the sample locations for Phase 1 pavement in'.c:;tigation and pavement recommendations for
the proposed local streets to he utilited for the tcinporary R EA bus stop during the construction phase of
the new Staples Street Bus Station.
SAMPLE LOCATIONS PHASE I
[CORE NUMBER STREET LANE&DISTANCE FROM CURB APPROXIMATE GPS COORDINATES
1Mexico St. Phase I Southbound Lane, 3' from curb N 27.7962 deg.W 97.4075 deg
2 Mexico St. Phase I Northbound Lane; 4' from curb N 27.7957 deg. W 97.4075 deg.
3 Josephine St. Phase I Northbound Lane; 4' from curb N 27.7955 deg.W97.4063 deg.
4 Josephine St. Phase I Southbound Lane; 3' from curb N 27.7962 deg.W 97.4063 deg.
5 Mestina St. Phase I Eastbound Lane; 3' from curb N 27.7955 deg. W 97.4073 deg. 1
6 Mestina St. Phase I Westbound Lane; 5' from curb N 27.7955 deg. W 97.4067 deg. `
7 Mestina St. Phase I Eastbound Lane; 2' from curb N 27 7955 deg. W 97.4061 deg.
8 Mestina St. Phase I Westbound Lane, 3' from curb N 27.7954 deg W 97.4056 deg
9 Sam Rankin St Phase I Northbound Lane: -1' from curb N 27 7958 deg. W 97.4051 deg
10 Sam Rankin St. Phase I Southbound Lane; 3' from curb N 27.7961 deg. W 97.4053 deg.
ROCK ENGINEERING & TESTING LABORATORY,INC.
www.rocktesting.com
6817 LEOPARD STREET•CORPUS CHRISTI,TEXAS 78409-1703 10856 VANDAIE ST•SAN ANTONIO,TEXAS 78216-3625
OFFICE (361) 883-4555.FAX: (361)883-4711 OFFICE (210)495.8000 • Fax: (210)495-8015
No.1 ROUNDVILIE LANE • ROUND ROCK,TEXAS 78664 AMD. NO. 1
OFFICE:(512)284-8022 • Fax:(512)2847764 EXHIBIT"A"
Page 1 of 9
•
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Page 2 of 6 TEMPORARY BUS ROUTE FOR STAPES ST.BUS STATION
August 4,2015 Corpus Christi,Texas
Attn:Mr.Jerry Shoemaker
In the table below a summary of the Phase 1 field investigation including the field measurements and field
tests obtained at the core locations are provided as well as a summary of the laboratory testing performed
on the pavement constituent samples obtained:
PHASE I;SUMMARY OF FIELD AND LABORATORY DATA
SAM RANKIN,MEXICO ST.,JOSEPHINE ST.&MESTINA ST.
Sam Rankin Mexico St. Josephine St. Mestina St.
HMAC Thickness 5W&5W?* 2"&2W 1%"&2" 234",3",4"&2
Base Thickness None;Concrete 8"&7%" 8"&10" 7%",7",434"&
5,,
Lime Stabilized Base N/A Trace Lime None Trace Lime
Lime Stabilized Subgrade None None None None
Composite Base Liquid N/A 45 45 38
Limit
Composite Base Plastic N/A 24 23 20
Limit
Composite Base Plasticity N/A 21 22 18
Index(PI)
Average Subgrade Liquid N/A 45 46 49
Limit
Average Subgrade Plastic N/A 13 13 13
Limit
Average Subgrade N/A 32 33 36
Plasticity Index(PI)
Average Subgrade N/A 20.2 18.9** 21.6
Moisture Content(%) _ Y
**Moisture Content reflects moisture at core number 3 and is not an average due to an anomaly in the Josephine
Street core number 4 moisture content sample.
ROCK ENGINEERING&TESTING LABORATORY,INC.
Corpus Christi San Antonio Round Rock
Office:361.883.4555 Office:210.495.8000 Office:512.284.8022
Fax:361.883.4711 Fax:210.495.8015 Fax:512.284.7764
6817 Leopard St. 10856 Vandale 1 Roundville Ln.
Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78 • AMD. NO. I
www.rocktesting.com EXHIBIT"A"
Pa.e2of9
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Page 3 of 6 TEMPORARY BUS ROUTE FOR STAPES ST.BUS STATION
August 4,2015 Corpus Christi,Texas
Attn:Mr.Jerry Shoemaker
Below are the sample locations for Phase 2 pavement investigation and pavement recommendations for
the proposed local streets to be utilized for the temporary RTA bus stop during the construction phase of
the new Staples Street Bus Station.
•
SAMPLE LOCATIONS PHASE 2
CORE NUMBER STREET LANE&DISTANCE FROM CURB
APPROXIMATE GPS
COORDINATES
Northbound Lane;45' N.&30'
11 Mexico St. Phase 2 E.of Int.Mexico St.&Antelope N 27.7968 deg.W 97.4074 deg.
St.
Southbound Lane;80'N.&30'
12 Mexico St.Phase 2 E.of Int.Mexico St.&Antelope N 27.7971 deg.W 97.4075 deg.
St.
Southbound Lane;60'N.&20'
13 Sam Rankin St.Phase 2 E.of Int.Sam Rankin St.& N 27.7972 deg.W 97.4053 deg.
Antelope St.
Southbound Lane;10'N.&20'
14 Sam Rankin St. Phase 2 E.of Int.Sam Rankin St.& N 27.7969 deg.W 97.4052 deg.
Antelope St.
Southbound Lane;30'S.&20'E.
15 Alameda St. Phase 2 of Int.Alameda St.&Antelope N 27.7971 deg.W 97.4041 deg.
St.
Northbound Lane; 100'S.&10'
16 Alameda St. Phase 2 E.of Int.Alameda St.& N 27.7967 deg.W 97.4042 deg.
Antelope St.
•
ROCK ENGINEERING&TESTING LABORATORY,INC.
Corpus Christi San Antonio Round Rock
Office:361.883.4555 Office:210.495.8000 Office:512.284.8022
Fax:361.883.4711 Fax:210.495.8015 Fax:512.284.7764
6817 Leopard St. 10856 Vandale 1 Roundville Ln.
Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 7:
AMD. NO. 1
www.rocktesting.com EXHIBIT"A"
Pase3of9
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Page 4 of 6 TEMPORARY BUS ROUTE FOR STAPES ST.BUS STATION
August 4,2015 Corpus Christi,Texas
Attn:Mr.Jerry Shoemaker
In the table below a summary of the Phase 2 field investigation including the field measurements and field
tests obtained at the core locations are provided as well as a summary of the laboratory testing performed
on the pavement constituent samples obtained:
PHASE 2;SUMMARY OF FIELD AND LABORATORY DATA
SAM RANKIN,MEXICO ST.,JOSEPHINE ST.&MESTINA ST.
Mexico St. Sam Rankin St. Alameda St.
HMAC Thickness 2Y"&2%" 2%"*&2%" 8"*&1Y2"
Base Thickness 10" & 12" None;Concrete 5 Y:"
Lime Stabilized Base None N/A None
Lime Stabilized Subgrade None None None
Composite Base Liquid 37 N/A 37
Limit
Composite Base Plastic 20 N/A 15
Limit
Composite Base Plasticity 17 N/A 22
Index(PI)
Average Subgrade Liquid 68 N/A 40
Limit
Average Subgrade Plastic 17 N/A 14
Limit
Average Subgrade 51 N/A 26
Plasticity Index(PI)
Average Subgrade
26.7 N/A 16.8
Moisture Content(%)
*HMAC on Sam Rankin Street Alameda Street was overlaid on existing concrete pavement.
ROCK ENGINEERING & TESTING LABORATORY,INC.
Corpus Christi San Antonio Round Rock
Office:361.883.4555 Office:210.495.8000 Office:512.284.8022
Fax:361.883.4711 Fax:210.495.8015 Fax:512.284.7764
6817 Leopard St. 10856 Vandalc 1 Roundville Ln.
Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78<"
www.rocktesting.com AMD. NO. 1"
EXHIBIT A
Page 4 of 9
Page 5 of 6 TEMPORARY BUS ROUTE FOR STAPES ST.BUS STATION
August 4,2015 Corpus Christi,Texas
Attn:Mr.Jerry Shoemaker
Pavement Design Considerations
The calculated ESAL's for 48 busses per day with front axle at 10 kips and rear axle at 24 kips for 1 year
is 56,972 for rigid pavement and 56,242 esals for flex pavement.
The esals for a local street per city infrastructure design manual (30)year design is 50,000 esals.
Added calculated esals for 1 year busses to the esals for local traffic for a total of 106,000 flex&rigid
esals
Rigid concrete thickness per design program is 5 inches(city required for local streets is 6"concrete with
8"of lime stabilized subgrade). I recommend using the city requirements for local streets as the minimum
pavement section.
Flex Pavement SN=2.5. The table below provides two pavement sections meeting the minimum SN
requirements:
• Recommended Pavement Sections
Hot Mix Asphaltic Concrete 2" 2"
Crushed Limestone Base Material(TxDOT 8" 12"
Item 247 Type A; Gr. 1)
Lime Stabilized Subgrade(4%) 8" --
The upper 12 inches of the exposed raw subgrade samples shall be compacted to a minimum density of
98% of the maximum dry density as determined by the standard Proctor test (ASTM D698) and at, or
above the optimum moisture content.
Lime placement and mixing operations should be performed in accordance with TxDOT Item 260,
"LIME TREATMENT FOR MATERIALS USED AS SUBGRADE (ROAD MIXED)." Lime shall be mixed
with the natural in-situ soils at a rate of 4-percent based on the maximum dry unit weight of the raw
subgrade soils as determined by the standard Proctor(ASTM D698). After proper curing time, usually 48
to 72 hours, the lime stabilized soils should be remixed and compacted to a minimum density of 98% of
the maximum dry unit weight of the lime stabilized subgrade soils as determined by a standard Proctor
test(ASTM D698)and at, or above, the optimum moisture content.
A single layer of TENSAR BX1100 geogrid placed in accordance with the manufacturer's
recommendations on top of 12-inches of raw subgrade compacted to a minimum density of 98% of
the maximum dry unit weight of the raw subgrade soils as determined by a standard Proctor test
(ASTM D 698) and at, or above, the optimum moisture content may be substituted for lime
stabilization in flexible pavement areas,if desired.
ROCK ENGINEERING&TESTING LABORATORY,INC.
Corpus Christi San Antonio Round Rock
Office:361.883.4555 Office:210.495.8000 Office:512.284.8022
Fax:361.883.4711 Fax:210.495.8015 Fax:512.284.7764
6817 Leopard St. 10856 Vandale 1 Roundville Ln.
Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 7:
www.rocktesting.com AMD. NO.EXHIBIT A"
Pae 5 of 9
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Page 6 of 6 TEMPORARY BUS ROUTE FOR STAPES ST.BUS STATION
August 4,2015 Corpus Christi,Texas
Attn:Mr.Jerry Shoemaker
Base materials in flexible pavement areas should meet the requirements set forth in Texas Standard
Specifications 1993; Item 247, Type A, Grade 1 and should be placed in maximum 8-inch thick loose lifts
and compacted to a minimum density of 98% of the maximum dry density as determined by the modified
Proctor test(ASTM D 1557)and within± 1.5%of the optimum moisture content.
Hot mix asphaltic concrete should meet the requirements set forth in TxDOT Item 340; Type D, or C,
surface course.
The recommended light and heavy-duty rigid pavement sections arc provided in the following table:
Rigid Pavement
Reinforced Concrete 6"
Lime Stabilized Subgrade(4%) 8"
Concrete pavement is recommended in areas that receive continuous repetitive traffic such as
loading/unloading lanes, drive-thru lanes and driveway entrances.
The concrete pavement should be properly reinforced and jointed, as per ACI, and should have a
minimum 28-day compressive strength of 4000 psi. High early strength concrete can be utilized and will
assist in expediting the phases of construction. Expansion joints should be sealed with an appropriate
sealant so that moisture infiltration into the subgrade soils and resultant concrete deterioration at the joints
is minimized. The joints should be thoroughly cleaned and sealant should be installed without overfilling
before pavement is opened to traffic.
Closing
Thank you for your consideration of our firm to assist you with this project. If you have any questions,or
comments,please call at(361) 883-4555.
Sincerely,
Mr. Mark C. Rock, P.E.
Vice President of Operations
ROCK ENGINEERING & TESTING LABORATORY,INC.
Corpus Christi San Antonio Round Rock
Office:361.883.4555 Office:210.495.8000 Office:512.284.8022
Fax:361.883.4711 Fax:210.495.8015 Fax:512.284.7764
6817 Leopard St. 10856 Vandale 1 Roundville Ln.
Corpus Christi,TX 78409 San Antonio,TX 78216 Round Rock,TX 78..4
www.rocktesting.com AMD. NO. 1
EXHIBIT"A"
Pa.e6of9
•
0. r
pP ESTIMATED FEES FOR
Fd j
OC
c P061015C
R ift•qy E12096 South Staples St. Morgan Ave.to IH 37- Cores
P061015C
E12096 South Staples St.Morgan Ave.to IH 37- Cores
City of Corpus Christi
Corpus Christi,TX
Jerry Shoemaker
01.MEXICO ST. QTYFREQ QTY RATE AMOUNT
F.LAB/FIELD
A.CORES
CORES 4 4 ea $64.00 $256.00
B.BASE Composite PI/LL:Test for Lime
5502 PI/LL 2 2 ea $97.00 $194.00
D.RAW SUBGRADE
S310 PI/LL-RAW SUBGRADE 4 4 ea $60.00 $240.00
S532 MOISTURE CONTENT 4 4 ea $15.00 $60.00
$750.00
02.JOSEPHINE ST. QTYFREQ QTY RATE AMOUNT
F.LAB/FIELD
A.CORES
CORES 2 2 ea $64.00 $128.00
B.BASE:Composite MILL:Test for Lime
5502 PI/LL I I ea $97.00 $97.00
D.RAW SUBGRADE
S3I0 PI/LL-RAW SUBGRADE 2 2 ea $60.00 $120.00
S532 MOISTURE CONTENT 2 2 ea $15.00 $30.00
$375.00
Tuesday.August 04,2015 PMI
EXHIBIT"A"
Page 7 of 9
•
p`#o• rf+r ESTIMATED FEES FOR
<4!oq C P061015C
'•qr E12096 South Staples St.Morgan Ave.to IH 37- Cores
P061015C
E12096 South Staples St.Morgan Ave.to IH 37-Cores
City of Corpus Christi
Corpus Christi,TX
Jerry Shoemaker
03.MESTINA ST. QTYFREQ QTY RATE AMOUNT
F.LAB/FIELD
A.CORES
CORES 4 4 ea $64.00 $256.00
B.BASE:Composite PI/U;Test for Lime
5502 PI/LL i I ea $97.00 $97.00
D.RAW SUBGRADE
S3I0 PULL-RAW SUBGRADE 4 4 ea $60.00 $240.00
S532 MOISTURE CONTENT 4 4 ea $15.00 $60.00
$653.00
04.SAM RANKIN ST. QTYFREQ QTY RATE AMOUNT
F.LAB/FIELD
A.CORES
CORES 4 4 ea $64.00 $256.00
$256.00
05.NORTH ALAMEDA ST. QTYFREQ QTY RATE AMOUNT
F.LAB/FIELD
A.CORES
CORES 2 2 ea $64.00 $128.00
B.BASE:Composite PI/ll;Test for Lime
5502 PI/LL I I ea $97.00 $97.00
D.RAW SUBGRADE
5310 PI/LL-RAW SUBGRADE 1 I ea $60.00 $60.00
S532 MOISTURE CONTENT I I ea $15.00 $15.00
$300.00
Tuesday.August 04,2015 PAM®otNO. 1
EXHIBIT"A"
Page 8 of 9
•
r���"`�o
` • r��r,M ESTIMATED FEES FOR
<` ' OC �t P061015C
op'r•., • E12096 South Staples St.Morgan Ave.to IH 37 - Cores
P061015C
E12096 South Staples St.Morgan Ave.to IH 37-Cores
City of Corpus Christi
Corpus Christi,TX
Jerry Shoemaker
06.MISCELLANEOUS QTYFREQ QTY RATE AMOUNT
D.MISCELLANEOUS
TRAFFIC CONTROL 2 2 day $1,920.00 $3,840.00
S397 ENGINEER TIME 6 6 hr $180.00 $1.080.00
S486 VEHICLE 2 2trip $46.00 $92.00
$5,012.00
GRAND TOTAL $7,346.00
Tuesday,August 04,2015 EANDcfNO. 1
EXHIBIT"A"
Page 9 of 9
Sample form for:
COMPLETE PROJECT NAME Payment Request
Revised 07/27/00
Project No. XXXX
Invoice No. 12345
Invoice Date:
Total Amount Previous Total Percent
Basic Services: Contract Amd No. 1 Amd No. 2 Contract Invoiced Invoice Invoice Complete -•
-
Preliminary Phase $1,000 $0 $0 - $1,000 $0 $1,000 $1,000 100%
Design Phase 2,000 1,000 0 3,000 1,000 500 1,500 50%
Bid Phase 500 0 250 750 0 0 0 0%
Construction Phase 2,500 0 1,000 3,500 0 0 0 0%
Subtotal Basic Services $6,000 $1,000 $1,250 $8,250 $750 $1,500 $2,500 30%
Additional Services:
Permitting $2,000 $0 $0 $2,000 $500 $0 $500 25%
Warranty Phase 0 1,120 0 1,120 0 0 0 0%
Inspection 0 0 1,627 1,627 0 0 0 0%
Platting Survey TBD TBD TBD TBD TBD TBD TBD 0%
O & M Manuals TBD TBD TBD TBD TBD TBD TBD 0%
SCADA TBD TBD TBD TBD TBD TBD TBD 0%
Subtotal Additional Services $2,000 $1,120 $1,627 $4,747 $500 $0 $500 11%
Summary of Fees
Basic Services Fees $6,000 $1,000 $1,250 $8,250 $750 $1,500 $2,500 30%
Additional Services Fees 2,000 1,120 1,627 4,747 500 0 500 11%
Total of Fees $8,000 $2,120 $2,877 $12,997 $1,250 $1,500 $3,000 23%
ca = v
ID co .
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City of
CITY OF CORPUS CHRISTI
corpus DISCLOSURE OF INTEREST
Christi
City of Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking to do
business with the City to provide the following information. Everyquestion must be answered.
If the question is not applicable, answer with "NA". See reverse side for Filing Requirements,
Certifications and definitions.
COMPANY NAME: Rock Engineering and Testing Laboratory,Inc.
P.O.BOX: N/A
STREET ADDRESS: 6817 Leopard Street CITY: Corpus Christi ZIP: 78409
FIRM IS: I. Corporation VI 2. Partnership ❑ 3. Sole Owner ❑
4. Association 5. Other
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 Cityof Corpus Christi having an "ownership
interest"constituting 3%or more of the ownership in the above named"firm.'
Name Job Title and City
Department(if known)
2. State the names of each "official" of the City of Corpus Christi having an "ownership interest"
constituting 3%or more of the ownership in the above named"firm."
Name Title
3. State the names of each "board member" of the City of Corpus Christi having an "ownership
interest"constituting 3%or more of the ownership in the above named "firm."
Name Board, Commission or
Committee
ckyNtlinS Com Ali S S.O n
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 the subject of this contract and has an "ownership
interest"constituting 3%or more of the ownership in the above named"firm."
Name Consultant
FILING REQUIREMENTS
If a person who requests official action on a matter knows that the requested action will confer an
economic benefit on any City official or employee that is distinguishable from the effect that the
action will have on members of the public in general or a substantial segment thereof,you shall
disclose that fact in a signed writing to the City official,employee or body that has been
requested to act in the matter, unless the interest of the City official or employee in the matter is
apparent. The disclosure shall also be made in a signed writing filed with the City Secretary.
[Ethics Ordinance Section 2-349(d)]
CERTIFICATION
I certify that all information provided is true and correct as of the date of this statement, that I
have not knowingly withheld disclosure of any information requested; and that supplemental
statements will be promptly submitted to the City of Corpus Christi,Texas as changes occur.
Certifying Person: Curtis A. Rock Title: Business Development Manager
(Type or Print)
Signature of Certifying -�-c
+ czoia. Date:
Person: .�l t.� a- 11-I tN
DEFINITIONS
a. "Board member." A member of any board, commission, or committee appointed by the
City Council of the City of Corpus Christi,Texas.
b. "Economic benefit". An action that is likely to affect an economic interest if it is likely to
have an effect on that interest that is distinguishable from its effect on members of the public
in general or a substantial segment thereof.
c. "Employee." Any person employed by the City of Corpus Christi, Texas either on a full or
part-time basis,but not as an independent contractor.
d. "Firm." Any entity operated for economic gain, whether professional, industrial or
commercial, and whether established to produce or deal with a product or service, including
but not limited to, entities operated in the form of sole proprietorship, as self-employed
person, partnership, corporation,joint stock company,joint venture, receivership or trust, and
entities which for purposes of taxation are treated as non-profit organizations.
e. "Official." The Mayor, members of the City Council, City Manager, Deputy City
Manager, Assistant City Managers, Department and Division Heads, and Municipal Court
Judges of the City of Corpus Christi,Texas.
f. "Ownership Interest." Legal or equitable interest, whether actually or constructively held,
in a firm, including when such interest is held through an agent, trust, estate, or holding
entity. "Constructively held" refers to holdings or control established through voting trusts,
proxies,or special terms of venture or partnership agreements."
g. "Consultant."Any person or firm, such as engineers and architects, hired by the City of
Corpus Christi for the purpose of professional consultation and recommendation.