HomeMy WebLinkAboutC2020-415 - 11/10/2020 - ApprovedWASTEWATER LIFT STATION CONSTRUCTION
AND REIMBURSEMENT AGREEMENT
STATE OF TEXAS
COUNTY OF NUECES §
This Wastewater Lift Station Construction and Reimbursement Agreement ("Agreement") is
entered into between the City of Corpus Christi ("City"), a Texas home -rule municipality, and
Peterson Properties, Ltd, ("Developer/Owner"), a Texas Limited Partnership.
WHEREAS, the Developer, has submitted a plat named Westpoint Crossing Unit 2,
Block 2, Lot 1, to wit: approximately 6.91 acres out of Lot 16, Section 5, Range VIII of the
Gugenheim & Cohen's Farm Lots, as shown in the attached Exhibit 1, the content of such
exhibit being incorporated by reference into this Agreement;
WHEREAS, under the UDC, the Developer/Owner is responsible for construction of the
wastewater lift station ("Wastewater Lift Station");
WHEREAS, under the UDC, the Developer/Owner is eligible for reimbursement of the
Developer/Owner's costs for the construction of Wastewater Lift Station;
WHEREAS, it is to the best interest of the City that the Wastewater Lift Station be
constructed to its ultimate capacity under the City's applicable Master Plan;
WHEREAS, Section 8.5.2.E. of the UDC authorizes the acceptance of applications to be
eligible for reimbursement in the future when funds become fully available in the Wastewater
Trunk System Trust Fund and are appropriated by the City Council; and
WHEREAS, the Developer/Owner has submitted an application for reimbursement of the
costs from the Wastewater Trunk System Trust Fund for installing the Lift Station, as shown in
Exhibit 2, the content of such exhibit being incorporated by reference into this Agreement.
NOW, THEREFORE, in consideration of the mutual promises and covenants contained
in this Agreement, the parties do covenant and agree as follows:
1. TRUSTEE LIABILITY. The City is executing this agreement as trustee of the Wastewater
Trust Fund pursuant to UDC §8.5. The City is acting as trustee to further its governmental
functions of providing water and sewer service. Texas Constitution Article 11, Section 3 prohibits
the City from becoming a subscriber to the capital of any private corporation or association, or
make any appropriation or donation to the same, or in anywise loan its credit. As such, the
City's participation as Trustee does not create a loan of its credit. Execution of this agreement
constitutes a promise to pay only to the extent that the assets and future assets of the trust are
sufficient for such purpose and it is expressly agreed that any judgment will only be satisfied out
of the assets of the trust and not out of the City's assets. The City is excluded from personal
liability.
Peterson Properties, Ltd Lift Station
Reimbursement Agreement
SCANNED
2. REQUIRED CONSTRUCTION. Developer/Owner shall construct the Wastewater Lift Station
in compliance with the City's UDC, the City's Infrastructure Design Manual, and all local, state
and federal laws, codes and regulations, in accordance with the plans and specifications
submitted to the City's Development Services Department and reviewed and approved by the
City's Development Services Engineer.
3. PLANS AND SPECIFICATIONS.
a. Developer/Owner shall contract with a professional engineer licensed in the State of
Texas and acceptable to the City's Development Services Engineer to prepare plans
and specifications for the Wastewater Lift Station, as shown in the attached Exhibit
3, the content of such exhibit being incorporated by reference into this Agreement,
with the following minimum requirements:
A. Sanitary Sewer Lift Station
1 Bonds, Insuranse 1 LS
Mobilization 1 lti
3 10' Diam. L.S Struct..re IButtum Slab. Top Slab, We: Wel; 1 IS
4 'Oki! Pointing for Left Statien 1 1.5
5 Di.r.ble Iron Piovg, Rttngs, Va vet, 1 1S
( Pi.rnp, &lief. CitPde R:1 Is, and t antro! Panel _5
Lift St•uron Fie( t"I cal 1 -S
R Ultrd{pnlr flow Melee aril 4' Flberplass Charter 7 ,.S
9 R" PVC (Amer C•900 Force Main DR 25 75 LF
10 Tie NPwR" Fore Main to Fxicting 6 Fn'ce Min 1 LS
11 Te F..4:ain6 6" Force Mar to New tri Stat on Marsha. e 15
17 7 -Thick Concrete Drveway 900 ST
13 2' kOPE Waterline by Doer ..1: S5 L►
14 Water Meter 1 F_A
15 Tie Proposed 2'' HOPE Waterline to _x.sting Voiaterline 1 Lti
Lb 7' T.3Il PVC Coated Cnairbnk Ferce with Barbed Wil,: 1 l5
1.7 Twin 30" ?CP wi S.E.T. 1 1.5
la 5' Dim. FRP 'vlanhoit {14'16' Deep: 1 FA
19 12 PJC Grip, ty line (14'.16' Deep; 110 I T
20 ?ullutior•'reventur.Plan 1 IS
21 051IA Trench PruteUiu'l '.11 1
b. The plan must be in compliance with the City's master plans.
c. The plans and specifications must comply with the City's Wastewater Standards Detail
Sheets and Standard Specifications.
d. Before the Developer/Owner starts construction, the plans and specifications must be
approved by the City's Development Services Engineer.
4. SITE IMPROVEMENTS. Prior to the start of construction of the Wastewater Lift Station,
Developer/Owner shall acquire and dedicate to the City the required additional public utility
easements ("Easements"), if any, necessary for the completion of the Wastewater Lift Station. If
any of the property needed for the Easements is owned by a third party and the
Developer/Owner is unable to acquire the Easements through reasonable efforts, then the City
may use its powers of eminent domain to acquire the Easements. Developer will be responsible
for cost of acquisition, payable from the reimbursement agreed to in this agreement.
Peterson Properties, Ltd Lift Station
Reimbursement Agreement
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5. PLATTING FEES. Developer/Owner shall pay to the City the required acreage fees and pro -
rata fees as required by the UDC.
6. DEVELOPER/OWNER TO AWARD CONTRACT FOR IMPROVEMENTS. Developer/Owner
shall award a contract and complete the Wastewater Lift Station, under the approved plans and
specifications within 24 months of the approval of this Agreement by City Council.
7. TIME IS OF THE ESSENCE. Time is of the essence in the performance of this contract.
8. PROMPT AND GOOD FAITH ACTIONS. The parties shall act promptly and in good faith in
performing their duties and obligations under this Agreement. If this Agreement calls for review
or inspections by the City, then the City's reviews or inspections must be completed thoroughly
and promptly.
9. DEFAULT. The following events shall constitute default:
a. Developer/Owner fails to engage a professional engineer for the preparation of plans
and specifications by the 10th calendar day after the date of approval of this Agreement
by the City Council.
b. Developer/Owner's professional engineer fails to submit the plans and specifications
to the City's Director of Engineering Services by the 40th calendar day after the date of
approval by City Council.
c. Developer/Owner fails to award a contract for the construction of the project,
according to the approved plans and specifications, by the 70th calendar day after the
date of approval by City Council.
d. Developer/Owner's contractor does not reasonably pursue construction of the
Wastewater Lift Station under the approved plans and specifications.
e. Developer/Owner's contractor fails to complete construction of the Wastewater Lift
Station, under the approved plans and specifications, within 24 months from the
approval of this Agreement by City Council.
f. Either the City or the Developer/Owner otherwise fails to comply with its duties or
obligations under this Agreement.
10. NOTICE AND CURE.
a. In the event of a default by either party under this Agreement, the non -defaulting
party shall deliver notice of the default, in writing, to the defaulting party stating, in
sufficient detail, the nature of the default and the requirements to cure such default.
b. After delivery of the default notice, the defaulting party has 15 business days from the
delivery of the default notice ("Cure Period") to cure the default.
c. In the event the default is not cured by the defaulting party within the Cure Period,
then the non -defaulting party may pursue its remedies in this section.
d. Should Developer/Owner fail to perform any obligation or duty of this Agreement, the
City shall give notice to Developer/Owner, at the address stated in section 12, of the
Peterson Properties, Ltd Lift Station
Reimbursement Agreement
need to perform the obligation or duty, and should Developer/Owner fail to perform the
required obligation or duty within 15 days of receipt of the notice, the City may perform
the obligation or duty, charging the cost of such performance to Developer/Owner by
reducing the reimbursement amount due Developer/Owner.
e. In the event of an uncured default by the Developer/Owner, after the appropriate
notice and Cure Period, the City has all its common law remedies and the City may:
1. Terminate this Agreement after the required notice and opportunity to cure the
default;
2. Refuse to record a related plat or issue any certificate of occupancy for any
structure to be served by the project; and/or
3. Perform any obligation or duty of the Developer/Owner under this Agreement
and charge the cost of such performance to the Developer/Owner. The
Developer/Owner shall pay to the City the reasonable and necessary cost of the
performance within 30 days from the date the Developer/Owner receives notice
of the cost of performance. In the event the Developer/Owner pays the City
under the preceding sentence and is not otherwise in default under this
Agreement, then the Agreement shall be considered in effect and no longer in
default.
f. In the event of an uncured default by the City after the appropriate notice and Cure
Period, the Developer/Owner has all its remedies at law or in equity for such default.
11. FORCE MAJEURE.
a. The term "force majeure" as employed in this Agreement means and refers to acts of
God; strikes, lockouts, or other industrial disturbances; acts of public enemies;
insurrections; riots; epidemics; landslides; lightning; earthquakes; fires; hurricanes;
storms; floods; washouts; droughts; arrests; civil disturbances; explosions; or other
causes not reasonably within the control of the party claiming the inability.
b. If, by reason of force majeure, either party is rendered wholly or partially unable to
carry out its obligations under this Agreement, then the party claiming force majeure
shall give written notice of the full particulars of the force majeure to the other party
within ten (10) business days after the occurrence or waive the right to claim it as a
justifiable reason for delay. The obligations of the party giving the required notice, to the
extent affected by the force majeure, are suspended during the continuance of the
inability claimed but for no longer period, and the party shall endeavor to remove or
overcome such inability with all reasonable dispatch.
12. NOTICES.
a. Any notice or other communication required or permitted to be given under this
Agreement must be given to the other party in writing at the following address:
If to the Developer/Owner:
Peterson Properties, Ltd
P.O. Box 8229
Peterson Properties, Ltd Lift Station
Reimbursement Agreement
0-1nn A of 4'!
Corpus Christi, Texas 78468
2. If to the City:
City of Corpus Christi
Attn: Director, Development Services Department
2406 Leopard Street 78401
P. O. Box 9277
Corpus Christi, Texas 78469-9277
with a copy to:
City of Corpus Christi
Attn: Assistant City Manager, Business Support Services
1201 Leopard Street 78401
P. O. Box 9277
Corpus Christi, Texas 78469-9277
b. Notice must be made by United States Postal Service, First Class mail, certified,
return receipt requested, postage prepaid; by a commercial delivery service that
provides proof of delivery, delivery prepaid; or by personal delivery.
c. Either party may change the address for notices by giving notice of the change under
the provisions of this section.
13. THIRD -PARTY BENEFICIARY. Developer/Owner's contracts with the professional
engineer for the preparation of the plans and specifications for the construction of the
Wastewater Lift Station, contracts for testing services, and contracts with the contractor for the
construction of the Wastewater Lift Station must provide that the City is a third -party beneficiary
of each contract.
14. PERFORMANCE AND PAYMENT BONDS. Developer/Owner shall, before beginning the
work that is the subject of this Agreement, furnish a performance bond payable to the City of
Corpus Christi if the contract is in excess of $100,000 and a payment bond if the contract is in
excess of $50,000. Bonds furnished must meet the requirements of Texas Insurance Code
3503, Texas Government Code 2253, and all other applicable laws and regulations. The
performance or payment bond must name the City as an obligee. If the Developer/Owner is not
an obligor, then Developer/Owner shall be named as a joint obligee. The bond must clearly and
prominently display on the bond or on an attachment to the bond:
(1) the name, mailing address, physical address, and telephone number, including the
area code, of the surety company to which any notice of claim should be sent; or
(2) the toll-free telephone number maintained by the Texas Department of Insurance
under Subchapter B, Chapter 521, Insurance Code, and a statement that the address of
the surety company to which any notice of claim should be sent may be obtained from
the Texas Department of Insurance by calling the toll-free telephone number.
15. WARRANTY. Developer/Owner shall fully warranty the workmanship of and function of the
Wastewater Lift Station and the construction thereof for a period of one year from and after the
date of acceptance of the facilities by the City's Director of Engineering Services.
Peterson Properties, Ltd Lift Station
Reimbursement Agreement
PanPr,nf11
16. REIMBURSEMENT.
a. The cost for the Wastewater Lift Station less $10,337.18 is lot/acreage fee credit is
$712,412.82. Subject to the conditions for reimbursement from the Wastewater Lift
Station System Trust Fund and the appropriation of funds, the City will reimburse the
developer, the reasonable actual cost of the Wastewater Lift Station up to an amount
not to exceed $712,412.82 as shown in the attached Exhibit 4, the contents of such
exhibit being incorporated by reference into this Agreement.
b. Subject to the conditions for reimbursement from the Sanitary Sewer Trunk Main
Trust Fund and the appropriation of funds, the City agrees to reimburse the
Developer/Owner on a monthly basis upon invoicing for work performed. The
submitted invoice shall be deemed administratively complete by the City prior to
payment. The reimbursement will be made no later than 30 days from the date of
the City's administrative approval of the invoice. Developer/Owner shall submit all
required performance bonds and proof of required insurance under the provisions of
this Agreement.
c. Cost -supporting documentation to be submitted shall include:
1. Summary of Costs and Work Performed Form provided by the Development
Services Department
2. Contractor and professional services invoices detailing work performed
3. The first reimbursement request requires submittal of invoices for work
performed. Future disbursements shall provide evidence of payment by the
developer/owner through a cancelled check or bank ACH for the previous
submittal. The final reimbursement request shall require evidence that all
invoices to date have been paid.
d.
To be eligible for reimbursement, the work must be constructed in a good and
workmanlike manner and must have been inspected and accepted by the City. The
City agrees to conduct periodic inspections and approve the progress of the work at
key points during construction.
The final 5% of the total contract reimbursement amount will be held as retainage
until such time the City issues acceptance of public infrastructure in accordance with
Unified Development Code.
e. In the event that this Agreement is terminated by the City as a result of an uncured
default by the Developer/Owner and at a time when there has been a partial
completion and/or partial payment for the improvements, then the City shall only
reimburse the Developer/Owner for its costs that were legitimately incurred towards
the completion of the improvements that have been inspected and accepted by the
City up to the time that the uncured default occurred.
17. PAYMENTS, CREDITS AND DEFERRED REIMBURSEMENT. All payments, credits,
priority of reimbursement, and deferred reimbursement shall be made in accordance with UDC
§8.5. Developer/Owner understands and agrees that if funds are not available in the
Wastewater Trunk System Trust Fund, that reimbursement will not be made until such funds are
available, appropriated, and this Agreement has priority per UDC §8.5.2. E.
18. INDEMNIFICATION. Developer/Owner covenants to fully
indemnify, save and hold harmless the City of Corpus Christi, its
Peterson Properties, Ltd Lift Station
Reimbursement Agreement
PonaAnf11
officers, employees, and agents, ("indemnitees") against any and all
liability, damage, loss, claims, demands suits and causes of action of
any nature whatsoever asserted against or recovered from city on
account of injury or damage to person including, without limitation on
the foregoing, workers compensation and death claims, or property
loss or damage of any other kind whatsoever, to the extent any injury,
damage, or loss may be incident to, arise out of, be caused by, or be
in any way connected with, either proximately or remotely, wholly or
in part, the Developer/Owner's failure to comply with its obligations
under this agreement or to provide city wastewater service to the
development, including injury, loss, or damage which arise out of or
are in any manner connected with, or are claimed to arise out of or be
in any manner connected with the construction, installation,
existence, operation, use, maintenance, repair, restoration, or removal
of the public improvements associated with the development
described above, including the injury, loss or damage caused by the
sole or contributory negligence of the indemnitees or any of them,
regardless of whether the injury, damage, loss, violation, exercise of
rights, act, or omission is caused or is claimed to be caused by the
contributing or concurrent negligence of indemnitees, or any of them,
but not if caused by the sole negligence of indemnitees, or any of
them, unmixed with the fault of any other person or entity, and
including all expenses of litigation, court costs, and attorneys fees,
which arise, or are claimed to arise, out of or in connection with the
asserted or recovered incident.
This indemnity specifically includes all claims, damages, and
liabilities of whatever nature, foreseen or unforeseen, under any
hazardous substance laws, including but not limited to the
following:
(a) all fees incurred in defending any action or proceeding
brought by a public or private entity and arising from the
presence, containment, use, manufacture, handling,
creating, storage, treatment, discharge, release or burial on
the property or the transportation to or from the property of
any hazardous substance. The fees for which the
developer/owner shall be responsible under this
subparagraph shall include but shall not be limited to the
fees charged by (i) attorneys, (ii) environmental
consultants, (iii) engineers, (iv) surveyors, and (v) expert
witnesses.
Peterson Properties, Ltd Lift Station
Reimbursement Agreement
Pana 7 of 11
(b) any costs incurred attributable to (i) the breach of any
warranty or representation made by Developer/Owner in
this agreement, or (ii) any cleanup, detoxification,
remediation, or other type of response action taken with
respect to any hazardous substance on or under the
property regardless of whether or not that action was
mandated by the federal, state or local government.
This indemnity shall survive the expiration or earlier termination
of the agreement.
19. ASSIGNMENT OF AGREEMENT. This Agreement or any rights under this Agreement may
not be assigned by the Developer/Owner to another without the written approval and consent of
the City's City Manager.
20. DISCLOSURE OF INTEREST. Developer/Owner agrees, in compliance with the Corpus
Christi Code of Ordinance Sec. 2-349, to complete, as part of this Agreement, the Disclosure of
Interest form attached to this Agreement as Exhibit 5.
21. EFFECTIVE DATE. This Agreement becomes effective and is binding upon and inures to
the benefit of the City and the Developer/Owner and their respective heirs, successors, and
assigns from and after the date of final execution by all parties.
22. DEDICATION OF WASTEWATER LIFT STATION. Upon completion of the construction,
dedication of Wastewater Lift Station will be subject to City inspection and approval.
23. CERTIFICATE OF INTERESTED PARTIES. Developer/Owner agrees to comply with
Texas Government Code section 2252.908 and complete Form 1295 Certificate of Interested
Parties as part of this agreement.
Form 1295 requires disclosure of "interested parties" with respect to entities that enter contracts
with cities. These interested parties include:
(1) persons with a "controlling interest" in the entity, which includes:
a. an ownership interest or participating interest in a business entity by virtue of
units, percentage, shares, stock or otherwise that exceeds 10 percent;
b. membership on the board of directors or other governing body of a business
entity of which the board or other governing body is composed of not more than
10 members; or
c. service as an officer of a business entity that has four or fewer officers, or service
as one of the four officers most highly compensated by a business entity that has
more than four officers.
(2) a person who actively participates in facilitating a contract or negotiating the terms of a
contract with a governmental entity or state agency, including a broker, intermediary,
adviser or attorney for the business entity.
Form 1295 must be electronically filed with the Texas Ethics Commission at
https:/iwww.ethics.state.x.uswhatsnew,elf info form1295.htn,. The form must then be printed,
signed, notarized and filed with the City. For more information, please review the Texas Ethics
Commission Rules at https://www.ethics.state.tx.us/legal/ch46.html.
Peterson Properties, Ltd Lift Station
Reimbursement Agreement
D -,.,r, Q .,f 11
24. CONFLICT OF INTEREST. Developer/Owner agrees to comply with Chapter 176 of the
Texas Local Government Code and file Form CIQ with the City Secretary's Office, if required.
For more information and to determine if you need to file a Form CIQ, please review the
information on the City Secretary's website at nttp:rrwww.cctexas.comigovernmenucity-
secretary/conflict-disclosure/index
25. AUTHORITY. All signatories signing this Agreement warrant and guarantee that they have
the authority to act on behalf of the entity represented and make this Agreement binding and
enforceable by their signature.
Remainder of page intentionally left blank; signature pages to follow (4).
Peterson Properties, Ltd Lift Station
Reimbursement Agreement
Donn 0 of 1 Z
EXECUTED IN ONE ORIGINAL this
ATTEST:
EN
day of - -, 2020.
Rebecca Huerta
City Secretary
n
COUNCIL 1)'\-"1)-4-6
SECRETARY)
APPROVED AS TO LEGAL FORM:
;t` �j � I
` i'
Buck Brice (Date)
Assistant City Attorney
For City Attorney
Peterson Properties, Ltd Lift Station
Reimbursement Agreement
CIT 79' CORPUS CHRISTI
I aymnd III, AIA, CBO
Director Development Services
STATE OF TEXAS
COUNTY OF A,
�fECA.
§
DEVELOPER/OWNER:
Peterson Properties, Ltd
P.O. Box 8229
Corpus Christi, Texas 78468
By:
la4
Patricia Peterson Nuss, General Partner
This instrument was acknowledged before me on }-(2-j`' / �1 , 2020, by
Patricia Peterson Nuss, General Partner, Peterson Properties, Lkd, a Texas Limited
Partnership, on behalf of said corporation.
JUANAJEAN BARTON
ID #60
My CommissionNotary 108682
Expires
June 3, 2021
Peterson Properties, Ltd Lift Station
Reimbursement Agreement
rotary Public's Signature
Dont 11 of 41
Developer:
Peterson P
By:
Scott Douglas Pe -rs
es, Ltd
STATE OF j `NS §
COUNTY OF NV -Qt. -5 §
This instrument was acknowledged before me on
eneral Partner
, 2020, by
Scott Douglas Peterson, General Partner, Peterson Properties, Ltd, a Texas Limited
Partnership, on behalf of said company.
`v
,00
JUANA JEAN BARTON
Notary ID #10868260
My Commission Expires
June 3, 2021
Peterson Properties, Ltd Lift Station
Reimbursement Agreement
Q/GQ.-
T$ tary Public's Signature
Pana 19 of 11
Developer:
Peterson Properties, Ltd ,\
By:
Chris Ann Peterson Brown, General Part
aS
STATE OF X §
COUNTY OF 1\.)v -e-(2-5 §
This instrument was acknowledged before me on 147. 1% / , 2020, by
Chris Ann Peterson Brown, General Partner, Peterson Propertd, a Texas Limited
Partnership, on behalf of said company.
JUANA JEAN BARTON t
Notary ID #10868260
My Commission Expires
June 3, 2021
Peterson Properties, Ltd Lift Station
Reimbursement Agreement
Notary Public's Signature
D,nn 41 of 91
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Plat of
Westpoint Crossing Unit 2
Block 2. Lot 1
8.91 Acres of Land, being o portion of Lot 18,
Section 5, Range V111, of the Gugenhelm & Cohn'e
Form Lots, a map of which le recorded In Volume
A, Page 53, Mop Records of Nueces County, Texas,
also being portions of Tracts 3-8 and 4, M.M.
Gabriel Land, a map of which Is recorded In Volume
2, Page 22, Miscellaneous Mop Records of Nueces
County, Texos; said portions of Tracts 3-8 and 4,
described In Document Nos. 837118, 837117,
837118, 837118 and 837120, Official Public Records
of Nueces County, Texas, as Tracts I and II.
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APPLICATION FOR WASTE WATER CREDIT
We, Peterson Properties, Ltd, a Texas limited partnership, owners and developers of
proposed Westpoint Crossing Unit 2, Block 2, Lot 1, whose address is P.O. Box 8229,
Corpus Christi, Texas 78468, hereby apply for 10,337.18 credit towards the waste water
acreage fee for the wastewater lift station in conjunction with said subdivision as provided
for by City Ordinance No. 17396. $722,750.00 is the construction cost, including 12%
Engineering and Surveying, as shown by the cost supporting documents attached herewith.
sz-/
—7,
Patricia Peterson Nuss, General Partner Date
Peterson Properties, Ltd.
THE STATE OF TEXAS §
COUNTY OF NUECES §
This instrument was acknowledged before me on A PR.CL. l o , 2020,
by Patricia Peterson Nuss, General Partner of Peterson Properties, Ltd., a Texas limited
partnership, on behalf of the said partnership.
MARIA A. AIVAREI
Notary 10 17 11139902
My Com minion Expires
03/24/2022
r-144A/ct--J.
Notary Public in and for the State of Texas
Exhibit 2 Page 1 of 2
APPLICATION FOR WASTE WATER REIMBURSEMENT
We, Peterson Properties, Ltd, a Texas limited partnership, owners and developers of
proposed Westpoint Crossing Unit 2, Block 2, Lot 1, whose address is P.O. Box 8229,
Corpus Christi, Texas 78468, hereby request reimbursement of $712,412.82 (total
reimbursement request, less lot acreage fee credit) for the installation of the waste water
Lift Station in conjunction with said lot, as provided for by City Ordinance No. 17396.
$722,750.00 is the construction cost, including 12% Engineering and Surveying, as shown
by the cost supporting documents attached herewith.
Z oz
Patricia Peterson Nuss, General Partner Dat
Peterson Properties, Ltd.
THE STATE OF TEXAS §
COUNTY OF NUECES §
This instrument was acknowledged before me on 't2 l L- 10 , 2020,
by Patricia Peterson Nuss, General Partner of Peterson Properties, Ltd., a Texas limited
partnership, on behalf of the said partnership.
MARIA A. ALVAREZ
Notary 10 1. 11139902
My Commission Expires
03/24/2022
CERTIFICATION
-iiita,Cu„
Notary Public in and for the State of Texas
The information submitted with this application for reimbursement has been
reviewed. Reimbursement is subject to:
(a) Sufficiency of funds in the Collection Line Trust Fund, and
(b) Appropriation and approval by the City Council.
Development Services (Date)
Exhibit 2
APPLICATION FOR WASTE WATER CREDIT
We, Peterson Properties, Ltd, a Texas limited partnership, owners and developers of
proposed Westpoint Crossing Unit 2, Block 2, Lot 1, whose address is P.O. Box 8229,
Corpus Christi, Texas 78468, hereby apply for $10,337.18 credit towards the waste
water acreage fee for the wastewater lift station in conjunction with said subdivision as
provided for by City Ordinance No. 17396. $722,750.00 is the construction cost,
including 12% Engineering and Surveying, as shown by the cost supporting documents
attached herewith.
Scott Douglas Peterson, General Partner
Peterson Properties, Ltd.
Date
�• a►hre
THE STATE OF TEXAS §
COUNTY OF k'e §
This instrument was acknowledged before me on 3D Hy'() , 2020,
by Scott Douglas Peterson, General Partner of Peterson Properties, Ltd., a Texas
limited partnership, on behalf of the said partnership.
,c,IA
Notary ublic in and for the State of Tewas-
eyf . 12- in• ZU/ ki6S1-11 & of t t
Exhibit 2 Page 1 of 2
APPLICATION FOR WASTE WATER REIMBURSEMENT
We, Peterson Properties, Ltd, a Texas limited partnership, owners and developers of
proposed Westpoint Crossing Unit 2, Block 2, Lot 1, whose address is P.O. Box 8229,
Corpus Christi, Texas 78468, hereby request reimbursement of $712,412.82 (total
reimbursement request, less lot acreage fee credit) for the installation of the waste
water Lift Station in conjunction with said lot, as provided for by City Ordinance No.
17396. $722.750.00 is the construction cost, including 12% Engineering and Surveying,
as shown by the cost supporting documents attached herewith.
Scott Douglas Peterson, General Partner Date 3 //3// --LC.
Peterson Properties, Ltd.
M. Card -wet,
THE STATE OF TEXAS §
eforicanbe
COUNTY OF PIECES. §
This instrument was acknowledged before me on 3° Rai -Jr) , 2020,
by Scott Douglas Peterson, General Partner of Peterson Properties, Ltd., a Texas
limited partsgarArai,"1314ehalf of the said partnership.
IA /oraR ti -c tt c- ectb i JZu
y Yz-
s.p f- Notary ublic in and for the State of
y v$C IC Z-1 Z-19-
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•••���NI�IIOMII �1
CERTIFICATION
The information submitted with this application for reimbursement has been
reviewed. Reimbursement is subject to:
(a) Sufficiency of funds in the Collection Line Trust Fund, and
(b) Appropriation and approval by the City Council.
Development Services (Date)
Exhibit 2
APPLICATION FOR WASTE WATER CREDIT
We, Peterson Properties, Ltd, a Texas limited partnership, owners and developers of
proposed Westpoint Crossing Unit 2, Block 2, Lot 1, whose address is P.O. Box 8229,
Corpus Christi, Texas 78468, hereby apply for $10,337.18 credit towards the waste
water acreage fee for the wastewater lift station in conjunction with said subdivision as
provided for by City Ordinance No. 17396. $7,750.00 is the construction cost,
including 12% Engineering and Surveying, as shown by the cost supporting documents
attached herewith.
Date
Chris Ann Peterson Brown, General Partner
Peterson Properties, Ltd.
THE STATE OF TEXAS
COUNTY OF NUECES
4
JUANA JEAN BARTON
NotarylD 1110868260
My Commission Expires
June 3, 2021
This instrument was acknowledged before me on Arn cc:? , 2020,
by Chris Ann Peterson Brown, General Partner of Peterson Properties, Ltd., a Texas
limited partnership, on behalf of the said partnership.
2
cca,,
Notary Public in and for the State of Texas
Exhibit 2 Page 1 of
APPLICATION FOR WASTE WATER REIMBURSEMENT
We, Peterson Properties, Ltd, a Texas limited partnership, owners and developers of
proposed Westpoint Crossing Unit 2, Block 2, Lot 1, whose address is P.O. Box 8229,
Corpus Christi, Texas 78468, hereby request reimbursement of $712,412.82 (total
reimbursement request, Tess lot acreage fee credit) for the installation of the waste
water Lift Station in conjunction with said lot, as provided for by City Ordinance No.
17396. $722 750.00 is the construction cost, including 12% Engineering and Surveying,
as shown by the cost supporting documents attached herewith.
Chris Ann Peterson Brown, General Partner
Date Peterson Properties, Ltd.
THE STATE OF TEXAS
COUNTY OF NUECES
§
JUANA JEAN BARTON
Notary IDK 10868260
My Commission Expires
June 3, 2021
This instrument was acknowledged before me on ga ,2=�/ , 2020,
by Chris Ann Peterson Brown, General Partner of Peters Properties, Ltd., a Texas
limited partnership, on behalf of the said partnership.
azet Orel
Notary Public in and for the State of Texas
CERTIFICATION
The information submitted with this application for reimbursement has been
reviewed. Reimbursement is subject to:
(a) Sufficiency of funds in the Collection Line Trust Fund, and
(b) Appropriation and approval by the City Council.
Development Services (Date)
Exhibit 2
WEST POINT CROSSING -
SANITARY SEWER LIFT STATION
DESIGN MEMORANDUM
REVISED JULY 2020
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PREPARED BY:
URBAN
ENGINEERING
J
2725 Swantner St. • Corpus Christi, Texas 78404
Phone: (361) 854-3101 • FAX (361) 854-6001
Job No. 40706.B9.00
Exhibit 3
TABLE OF CONTENTS
EXECUTIVE SUMMARY
SECTION I INTRODUCTION
SECTION II PROPOSED IMPROVEMENTS
A. GRAVITY SANITARY SEWER
B. LIFT STATION
C. FORCE MAIN
SECTION III GRAVITY PIPE AND FORCE MAIN ALIGNMENT
A. LOCATIONS AND AUGMENT FOR PROPOSED SEWER LINES
B. CROSSINGS
SECTION IV LIFT STATION DESIGN CRITERIA
A. SERVICE AREA AND SITE SELECTION
B. DESIGN FLOW
C. LIFT STATION DESIGN
D. STORAGE CAPACITY
SECTION V BASIS OF DESIGN
A. PROPOSED WEST POINT LIFT STATION INTERIM FLOWS
B. PROPOSED WEST POINT LIFT STATION FUTURE FLOWS
C. EXISTING FM 665 LIFT STATION
SECTION VI WORK PLAN
SECTION VII CONSTRUCTION REQUIREMENTS
EXHIBITS: A Master Plan Map
EXECUTIVE SUMMARY
The following is the Executive Summary for the plan submission for the West Point
Crossing Sanitary Sewer Improvements. This project involves the installation of one
sanitary sewer duplex lift station, gravity sanitary sewer, and 10" force main.
There is a proposed development located at the west corner of West Point Road and
North Padre Island Drive intersection. Currently there is no gravity sanitary sewer in this
area. There is a 6" diameter sanitary sewer force main adjacent to the proposed
development. The 6" force main was installed in 2016 and runs between the existing
FM 665 Lift Station on Old Brownsville Road and a gravity sanitary sewer manhole
located near the intersection Bush Street and Hendricks Street. As part of the proposed
improvements, the proposed West Point Lift Station will intercept the existing 6" force
main. A short gap will be cut into the existing 6" force main at the proposed lift station
site. At the upstream end of the force main gap, a new 5' diameter site manhole will be
installed to direct the existing 6" force main flow to the proposed West Point Lift Station.
The proposed West Point Lift Station discharge piping will connect to the downstream
end of the 6" force main gap.
The existing 6" force main runs between the existing FM 665 Lift Station on Old
Brownsville Road (FM 665) and a discharge point at a manhole at the intersection of
Hendricks Street and Bush Street, please see attached Master Plan exhibit. The
proposed West Point Lift Station will be installed at a location on West Point Road
approximately 750 feet to the west of the South Padre Island Drive and West Point Road
Intersection. The proposed West Point Lift Station will pump in series with the existing
FM 665 Lift Station. The proposed West Point Lift Station will have an interim phase and
a future phase. The design flow for the interim phase is approximately one half of the
future flow. The design flow for the interim phase is 674 gpm and the design flow for the
future phase is 1,348 gpm. The interim flow of 674 gpm will maximize the use of the
existing 6" force main. Any flow greater than 674 gpm will produce too high of velocities.
The proposed lift station will have a 10" diameter discharge header piping and will pump
into the existing 6' diameter force main. Before the West Point Lift Station is upgraded
with the future pumps. the future 8" diameter force main will need to be constructed. The
future 8" force main will be installed in a 10 foot wide utility easement along West Point
ES -1
Road. North Padre Island Drive, and Bush Street and will parallel the alignment of the
existing 6" force main that is currently in service. Design of the force main will follow
criteria established by TCEQ in TAC 30 Chapter 217. Material for the force main line will
be PVC (Green. C-900, DR 25, pressure class 165 psi). Pipe embedment and trench
backfill will conform to applicable City of Corpus Christi standards.
The lift station structure and discharge piping will be built for the future flow. The
proposed West Point Lift Station will be a duplex and have a 10' diameter x 25' deep
fiberglass wet well. Future development in this area will dictate when the lift station will
need to be upgraded to be able to handle the future flow. Please see Exhibit A for the
proposed services areas. Design of the proposed lift station will follow criteria
established by TCEQ in TAC 30 Chapter 217 and will conform to the City of Corpus
Christi standards for lift station construction. A basis of design including size, capacity
and pumps is included in Section IV of this Design Memorandum.
The proposed project would include approximately 50 linear feet of 8" diameter gravity
sanitary sewer to be built at master plan depths (Un -adopted City of Corpus Christi
Wastewater Collection Master Plan, Greenwood WWTP Service Area, Area 5). The
proposed gravity sanitary sewer will start with an upstream point near the proposed
development near the West Point Road and South Padre Island Drive intersection and
will extend from that point west where it will tie into the proposed West Point Lift Station.
ES -2
Section I - INTRODUCTION
A. PURPOSE
The purpose of this project is to construct sanitary sewer infrastructure
improvements for a proposed development. The proposed sanitary sewer
infrastructure includes gravity sanitary sewer line, a lift station, and a future 8" force
main.
There is a proposed development for a tract of land at the west corner of the South
Padre Island Drive and West Point Road intersection. Currently there are no
gravity sanitary sewer lines in this area. There are existing gravity lines on the
north side of South Padre Island Drive, but there are no existing gravity sanitary
sewer infrastructure on the south side of South Padre Island Drive in this area.
There is an existing 6" diameter sanitary sewer force main on the north side of
West Point Road.
There currently is an unadopted wastewater collection plan for this area. As part of
the collection plan there is a proposed lift station and force main. As part of the
proposed improvements, a segment of the permanent gravity sanitary sewer will be
constructed. The downstream end of the proposed segment will discharge into the
proposed sanitary sewer lift station.
The proposed improvements as part of this project will provide sanitary sewer
service to not only the proposed development at the South Padre Island Drive and
West Point Road intersection but will also serve future developments along West
Point Road and South Padre Island within the service area of the new lift station
(see attached Exhibit A for service area boundary map).
Section 11- PROPOSED IMPROVEMENTS
A. GRAVITY SANITARY SEWER
1. 10" and 8" diameter PVC
All proposed PVC gravity lines will be installed at master plan depths.
2. Manholes
Manholes for this project will be spaced at a maximum of 500' apart per
TCEQ Chapter 217 requirements. The upstream manholes less than 14'
deep will be 4' diameter. The downstream manholes 14' and deeper will be 5'
in diameter. Manhole wall thickness and construction will conform to City of
Corpus Standard Details and Specifications.
B. LIFT STATION
1. Pumps and Accessories
The proposed lift station is a duplex lift station, two pumps will be installed,
with one pump handling the design flow and the other pump acting as a
backup pump. The lift station will initially have 60 horsepower interim pumps.
When flows increase and the interim pumps near capacity, there are two
options. The interim pump and the future pump use the same motor and
volute but have different impellers. The volute is the lower portion of the
pump that covers the impeller. The impeller is the internal rotating part of the
pump that forces the waste water into the discharge piping. The first option
is, if the overall condition of the pump is good, only the impeller would need to
be replaced. The second option is, if the overall condition of the pump is poor
and is need of replacement, the entire pump would be replaced and new
pumps with the higher capacity impeller would need to be installed.
2. Wet Well
The proposed wet well will be 10' in diameter and approximately 25' deep and
will be made of fiberglass.
3. Lift Station Discharge Piping and Valves (above ground)
For ease of maintenance, the proposed lift station valves will be installed
above ground. All above ground discharge piping will be constructed with
ductile iron pipe, fittings, and valves.
4. Wet Well Ventilation
The proposed lift station will have passive ventilation per TCEQ Chapter 217
Regulations. The passive ventilation will consist of a 6" PVC pipe with a
stainless steel bird screen.
5. Flow Meter
The proposed lift station will include a flow meter to measure flow through the
discharge piping. The flow meter will be installed in a fiberglass manhole
adjacent to the lift station wet well downstream of the above ground discharge
piping.
6. Odor Control
Due the semi -rural location of the proposed lift station, no odor control
systems will be installed at the lift station site.
7. Miscellaneous Site Improvements
The proposed lift station will have a 6' tall wood picket fence with three
strands of barbed wire. There will be a 3' wide personnel gate and a 12' wide
main gate to allow for vehicular entry. The lift station will include a 12' wide
concrete driveway that will be installed between the West Point Road edge of
pavement and the top slab of the lift station wet well.
C. FORCE MAIN
1. Force Main Piping
The future 8" diameter sanitary sewer force main will be constructed of PVC
(green. C-900, DR 25, pressure class 165 psi). The proposed force main will
be installed with a minimum of 2'-6" of ground cover.
2. Line Valves
Live valves for isolation of the force main will be installed at maximum 2,000'
intervals.
11-2
Section Ill - GRAVITY PIPE AND FORCE MAIN
ALIGNMENT
A topographic survey will be performed to identify existing conditions. utilities and other
possible obstructions.
A. LOCATIONS AND ALIGNMENT FOR PROPOSED SEWER LINES
The proposed gravity sewer line and the future 8" force main will be installed in
utility easements outside of the existing street right of ways. The proposed gravity
sanitary sewer will be installed within a 20' proposed utility easement outside of the
West Point Road right of way. The future 8" force main will be installed within an
existing 10' wide utility easement outside of the right of ways of West Point Road,
North Padre Island Drive, and Bush Street. A segment of the future 8" force main
will cross the West Point Road right of way (near South Padre Island Drive) in order
to switch sides of the street. Also, approximately 115' feet of the future 8" force
main will be installed in the Bush Street/Hendricks Street right of way in order to tie
to an existing manhole on the existing gravity sewer system near the Bush Street
and Hendricks Street intersection.
B. CROSSINGS
The future 8" force main will cross existing City gas lines.
1 Utilities
a. Electrical:
There are overhead electrical lines at various locations along the
proposed force main route. To the best of our knowledge. all electrical
lines are above ground and will not interfere with the installation of the
proposed force main.
b. Telephone and Fiberoptics:
It does not appear that there will be any crossing of telephone or
fiberoptic lines.
c. Water:
A preliminary investigation indicates that there will not be any crossing
of existing water lines.
d. Sewer (Wastewater):
A preliminary investigation indicates that there will not be any crossing
of existing sewer lines.
e. Gas Utility:
A preliminary investigation indicates that there will one crossing of an
existing City gas line.
f. Petroleum and Other Petrochemical Lines:
A preliminary investigation indicates that there will not be any crossing
of existing petroleum or petrochemical lines.
III -2
Section IV- LIFT STATION DESIGN CRITERIA
A. SERVICE AREA AND SITE SELECTION
The proposed West Point Lift Station is designed to serve approximately 483.3
acres of land with various uses and build out rates that include low density
residential, light industrial, and commercial development. See Exhibit A for a map
of the area that the proposed West Point Lift Station will serve.
As shown in Exhibit A, the existing FM 665 Lift Station will pump to the proposed
West Point Lift Station.
The proposed West Point Lift Station will be located approximately 750 feet to the
west of the West Point Road and South Padre Island Drive intersection on the north
side of West Point Road. The lift station will be located in an easement outside of
the street right of way.
B. DESIGN FLOW
The design flow for the proposed temporary lift station was calculated by
determining the land use for the various parcels of land within the lift station service
area per the Waste Water Collection System Master Plan, applying the master plan
flow rate per land use type and then totaling the flows. A peaking factor of 4 was
used and 400 gallons/day/acre was used for infiltration.
C. LIFT STATION DESIGN
The lift station will be designed using the criteria set forth in Chapter 217 of TAC
30. The primary design consideration for lift stations is given to wet well volumes.
The wet well will be constructed of fiberglass and will be 10' diameter by
approximately 25' deep.
The wet well volume required was calculated using the following formula:
V=(T*Q)/(4*7.48)
where T is the pump cycle time in minutes and Q is the peak flow in gallons per
minute. This formula is used to calculate wet well volumes when the pump
capacity is equal to the peak flow. Using a pump cycle time of 10 minutes (or 6
IV -1
pump starts per hour) and a peak flow of 1,348 gpm, the wet well volume required
is 450.53 cubic feet (or 5.74 vertical feet inside of the 10 foot diameter wet well).
The lift station will be designed using Flygt (Xylem) submersible centrifugal pumps.
The pump motors would be 3-phase, 460V, 60 Hz.
The future force main will be 8" diameter green PVC, DR -25, pressure class 165
psi, and will be approximately 2,900 feet in length.
D. STORAGE CAPACITY
According to TAC 30 Chapter 217, storage capacity must be provided for 20
minutes of peak flow in the event of a power outage to prevent the release of
untreated wastewater. This storage can be provided in the wet well volume and
influent gravity line collection system.
IV -2
Section V - BASIS OF DESIGN
The proposed West Point Lift Station is designed for an interim phase and a future
phase. The interim phase lift station will handle flows contributed from the existing FM
665 Lift Station, the proposed development at the corner of West Point Road and
South Padre Island Drive, and other developments. After completing a computer
model of the wastewater pressure system, the interim pumps, with one pump running,
will be able to provide a flow of 674 gpm. The interim pumps would be 60 horsepower
submersible pumps.
The interim pumps would serve the area until future flows increase and require the
pumping capacity of the lift station to be increased. When the pumping capacity needs
to be increased, first, the proposed 8" sanitary sewer force main would have to be
constructed. Second. the interim pumps would have to be upgraded. As previously
stated, the interim pump and future pump use the same motor and volute but have
different impellers. The impeller is the internal rotating part of the pump that forces the
waste water into the discharge piping. At the time of increasing the pump capacity
from interim to future, there are two options. The first option is, if the overall condition
of the pump is good, only the impeller would need to be replaced. The second option
is, if the overall condition of the pump is poor and is need of replacement, the entire
pump would be replaced and new pumps with the higher capacity impeller would need
to be installed.
After completing a computer model of the wastewater pressure system, the future
pumps, with one pump running, will be able to provide a total flow of 1,348 gpm. The
future pumps would be 60 horsepower submersible pumps.
A. PROPOSED WEST POINT LIFT STATION - INTERIM FLOWS
Total Interim Flow = 674 gpm
Pumping Condition = 129 feet total dynamic head
Pump = 60 horsepower
B. PROPOSED WEST POINT LIFT STATION — FUTURE FLOWS
Total Peak Future Flow = 1,348 gpm
Pumping Condition = 66 feet total dynamic head
Pump = 60 horsepower
C. EXISTING FM 665 LIFT STATION
The existing FM 665 Lift Station was built in 2016 and was designed with an
interim phase and a future phase. The lift station is currently configured and
V-1
operating in the interim phase and the existing pumps have a capacity of 230
gpm and are 5 horsepower.
The total peak future flow for the FM 665 lift station is 620 gpm at 118 feet total
dynamic head. The future pumps would be 34 horsepower submersible pumps.
V-2
Section VI - WORK PLAN
A. SURVEYS AND PLAN PREPARATION
1. Datum
All work on this project (surveys, plans) will be on the Texas State Plane
Coordinate System, NAD 83, South Zone (City Standard Datum).
2. Ground Surveys
Ground elevations and validation of general land features shall be made to
determine trench depths, utility locations and other obstructions. Specific
areas of concem such as major channels and street crossings will require
more than the normal surveys to identify topographic variations and other
sub -surface structures.
3. Drawings
Drawings will be completed in accordance with the City of Corpus Christi's
Standards, properly coordinated with the project specifications and other
details and arranged in such a fashion as to allow the Contractor to accurately
estimate the cost of the project and construct it.
All drawings will be produced electronically using a computer aided drafting
design (CADD) package.
Horizontal and Vertical Scale: The scale recommended and utilized on this
project shall be 1"= 40' horizontal, 1" = 4' vertical.
All pipeline plan and profile sheets will be so arranged as to read from left to
right with the project beginning at the proposed lift station.
Where possible, plan views will be oriented with the north to either the top or
left of the sheet.
VI -1
Section VII - CONSTRUCTION REQUIREMENTS
A. DISPOSAL OF EXCESS SITE EXCAVATION MATERIAL
All excess excavation material shall be disposed of by the Contractor. Provisions
shall be provided in the Contract Documents to direct the Contractor in proper
disposal of contaminated soil.
B. RESTORATION
Fields and ditches shall be seeded or sodded to prevent erosion.
All driveways and pavements shall be repaired.
C. STORM WATER POLLUTION PREVENTION PLAN
A storm water pollution prevention plan shall be incorporated into the Contractor's
work plan to minimize pollution entering the storm sewers along the project
(including open drainage ditches). Specific emphasis shall be made near street
intersections and large drainage facilities where access to and from the work area
shall be critical.
D. EROSION CONTROL
There are no specific areas where the force main installation shall cause erosion of
property. Therefore. no specific erosion control measures are recommended.
beyond the City Standard Stormwater Pollution Prevention Plan.
E. TRAFFIC CONTROL PLAN
A Traffic Control Plan will be provided in accordance with standard City
specifications and latest edition of the Texas Uniform Manual on Traffic Control
Devices.
VII -1
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ENGINEER'S ESTIMATE
URBAN ENGINEERING
2725 SWANTNER CC TX 78404
Exhibit 4
Page 1
PROJECT: West Point Phase II Lift Station I i ' DATE: I 1/8/2020
Preliminary Engineer's Opinion of Probable Construction Cost
JOB NO. ; 40706.69.00
Item Description quantity Unit Unit Price Total Amount
A.
1
2 I
Sanitary Sewer Lift Station
$13,400.00
Bonds, Insurance j 1 LS
$13,400.00 i
Mobilization 1 I LS
$26,800.00 $26,800.00
3
10' Diam. L.S. Structure (Bottom Slab, Top Slab, Wet Well) 1 L5
$125,000.00 $125,000.00
4 I
Well Pointing for Lift Station
1 1S
$15,000.00
$15,000.00
5
Ductile Iron Piping, Fittings, Valves
1
1S
$80,000.00
$80,000.00
6
Pumps, Bases, Guide Rails, and Control Panel
1
LS
$120,000.00
$120,000.00
7
Lift Station Electrical
1
LS
$35,000.00
$35,000.00
8 lUitrasonic
Flow Meter and 4' Fiberglass Chamber
1
LS
$14,000.00
$14,000.00
9 '8" PVC Green C-900 Force Main DR 25
75
LF
$50.00
$3,750.00
10
Tie New 8" Force Main to Existing 6" Force Main
1
LS
$4,000.00
$4,000.00
11
Tie Existing 6" Force Main to New Lift Station Manhole
1
LS
$3,000.00
$3,000.00
12
7" Thick Concrete Driveway
900
SF
$15.00
$13,500.00
13
2" HDPE Waterline by Open Cut
85
LF
$30.00
$2,550.00
14
Water Meter
1
EA $3,000.00
$3,000.00
15
Tie Proposed 2" HDPE Waterline to Existing Waterline
1
LS
$3,000.00
$3,000.00
16
7' Tall PVC Coated Chainlink Fence with Barbed Wire
1
LS
$18,000.00
$18,000.00
17
Twin 30" RCP w/ S.E.T.
1
LS i $13,000.00 $13,000.00
18
5' Diam. FRP Manhole (14'-16' Deep)
1
EA
$25,000.00
$25,000.00
19
10" PVC Gravity Line (14'-16' Deep)
110 LF
$160.00
$17,600.00
20
Pollution Prevention Plan
1 LS
$8,000.00
$8,000.00
21
OSHA Trench Protection
110 LF
$5.00
$550.00
22
Wastewater Flow Control at Upstream Lift Station
1 L LS $5,000.00
$5,000.00
23
AEP Allowance for Electrical Service to Lift Station Site
1
1 LS
$25,200.00
$25,200.00
Contingency (10%) $57,500.00
CONSTRUCTION
TOTAL$631,850.00
Engineering, Surveying, Staking, Testing (12%)I$75,900.00
(8% Engineering, 4% Surveying, Staking, Testing)
1 ! -_l____
Geotechnical $15,000.00
GRAND TOTAL
$722,750.00
URBAN ENGINEERING
2725 SWANTNER CC TX 78404
Exhibit 4
Page 1
NAME:
DISCLOSURE OF INTERESTS
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. Every question must be
answered. If the question is not applicable, answer with "NA".
Peterson Properties, Ltd.
STREET: P.O. Box 8229
FIRM is:0Corporation ®Partnership
CITY: Corpus Christi, Texas ZIP: 78468
Sole Owner
Association O 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 City of Corpus Christi having an "ownership interest"
constituting 3% or more of the ownership In the above named "firm".
Name
N/A
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
N/A
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
N/A
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 the subject of this contract and has an "ownership interest" constituting 3% or
more of the ownership in the above named "firm".
Name Consultant
N/A
CERTIFICATE
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.
Chris Ann Peterson BrownTitle: General Partner
Certifying Person:
(Print Name)
Signature of Certifying Person:
Date:
KAOEVELOPMENTSVCSVSHAREDVLAND DEVELOPMENT'APPLICATION FORMS\REZONINGIDISCLOSURE OF INTERESTS STATEMENT_5.12.2015.DOC Exhibit 5
DISCLOSURE OF INTERESTS
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. Every question must be
answered. If the question is not applicable, answer with "NA".
NAME: Peterson Properties, Ltd.
STREET: P.O. Box 8229
FIRM is:°Corporation ,Partnership
CITY: Corpus Christi, Texas
Sole Owner
zip: 78468
Association ° 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 City of Corpus Christi having an "ownership interest"
constituting 3% or more of the ownership In the above named "firm".
Job Title and City Department (if known)
Name
N/A
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
N/A
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
N/A
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 the subject of this contract and has an "ownership interest" constituting 3% or
more of the ownership in the above named "firm".
Name
N/A
Consultant
CERTIFICATE
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: Patricia Peterson Nuss Title: General Partner
(Print Name)
Signature of Certifying Person:
4-1,,T4( t Y'✓
Date: /Z//7//1
KIDEVELOPMENTSVCS\SRAREOILANO DEVELOPMENT APPLICATION FORMS \REZONING\DISCLOSVRE OF INTERESTS STATEMENT_5. 12.2015.DOC
DISCLOSURE OF INTERESTS
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. Every question must be
answered. If the question is not applicable, answer with "NA".
NAME: Peterson Properties, Ltd.
STREET: P.O. Box 8229
FIRM is: ( ) Corporation
Partnership
CITY: Corpus Christi, Texas
Sole Owner
zIP: 78468
Association O 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 City of Corpus Christi having an "ownership interest"
constituting 3% or more of the ownership in the above named "firm".
Name
N/A
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
N/A
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
N/A
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 the subject of this contract and has an "ownership interest" constituting 3% or
more of the ownership in the above named "firm".
Name
N/A
Consultant
CERTIFICATE
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.
James D. Peterson
Certifying Person:
(Print Name)
Signature of Certifying Person:
Vt
Title:
General Partner
Date: 1 17 I G�
KIDEVELOPMENTSVCS\SHAREDIIAND DEVELOPMENT\APPLICATION FORMSIREZONING\DISCLOSURE OF INTERESTS STATEMENT 5.122015.DOC
Nueces County
Kara Sands
Nueces County Clerk
'VG 50-2020 2020052434*
Instrument Number: 2020052434
Official Public Records
AGREEMENT
Recorded On: November 18, 2020 10:01 AM Number of Pages: 42
" Examined and Charged as Follows: "
Total Recording: $181.00
STATE OF TEXAS
Nueces County
I hereby certify that this Instrument was filed in the File Number sequence on the date/time
printed hereon, and was duly recorded in the Official Records of Nueces County, Texas
Kara Sands
Nueces County Clerk
Nueces County, TX
*********** THIS PAGE IS PART OF THE INSTRUMENT ***********
Any provision herein which restricts the Sale, Rental or use of the described REAL PROPERTY
because of color or race is invalid and unenforceable under federal law.
File Information: Record and Return To:
Document Number: 2020052434 DEVELOPMENT SERVICES CITY OF CC
Receipt Number: 20201118000061 2406 LEOPARD STREET
Recorded Date/Time: November 18, 2020 10:01 AM
User: Lisa C CORPUS CHRISTI TX 78408
Station: CLERK02