HomeMy WebLinkAboutC2019-415 - 6/24/2019 - NA DEFERMENT AGREEMENT
STATE OF TEXAS §
§
COUNTY OF NUECES §
This Deferment Agreement ("Agreement") is entered into between the City of
Corpus Christi ("City"), a Texas home-rule municipality, and Devary Durrill Foundation
("Developer"), a Texas, Nonprofit Corporation, in order to defer the completion of
certain required public improvements prior to recording the final plat of 100 SOUTH
PADRE, BLOCK 1, LOT 2 (the "Plat"). A copy of the Plat is attached and
incorporated by reference into this Agreement as Exhibit 1. The owners of the
affected real property subject to the Plat and benefitted by this Agreement, to wit:
Devary Durrill Foundation, seek to have the Developer, acting as agent on the owners'
behalf, enter into this Agreement with the City to defer construction of the required
public improvements.
WHEREAS, the Developer is obligated under Section 8.1.10 of the Unified
Development Code ("UDC") to construct not less than seventy-five percent (75%) of the
required public improvements before the final Plat is endorsed by the City's City
Engineer or Development Services Engineer, as applicable ("City Engineer");
WHEREAS, the Developer is seeking to delay the construction of the required
public improvements ("Deferred Improvements") shown in Exhibit 2, which exhibit is
attached and incorporated by reference into this Agreement, and to have the Plat filed
immediately with the County Clerk of Nueces County, Texas;
WHEREAS, in order to have the Plat filed prior to completion of the Deferred
Improvements, the Developer agrees to deposit with the City a form of pre-approved
financial security authorized by Section 3.30.1 of the UDC in the amount of Thirty
Three Thousand Nine Hundred and Seventy Nine Dollars and Forty Four Cents
($33,979.44), representing 110% of the estimated cost of constructing the Deferred
Improvements as shown in the cost estimate, which cost estimate is attached and
incorporated by reference into this Agreement as Exhibit 3;
WHEREAS, water and sewer service are available to serve the subdivision, and
the Developer has completed all other subdivision requirements, park dedications, park
deferment agreements, maintenance agreements, and all special covenants;
WHEREAS, the Assistant City Manager and City Attorney have both approved
this transaction; and
WHEREAS, the Developer is entering into this Agreement pursuant to Section
8.1.10 of the UDC in order to defer construction and record the final Plat.
Standard Form Deferment Agreement 3/2013 Page 1 of 8
SCANNED
NOW, THEREFORE, for the consideration set forth in this Agreement, the City and
Developer agree as follows:
1. The preamble to this Agreement is included as substantive content in this
instrument and upon which both parties to this Agreement have relied and will
continue to rely during the term of this Agreement.
2. In consideration of the Developer's request to enter into this Agreement and the
posting of approved financial security, the City agrees to waive the requirement
that construction of the Deferred Improvements be at least 75% completed
before the final Plat is endorsed by the City Engineer and filed for record with the
County Clerk of Nueces County, and City further agrees to allow the Developer
to delay construction of the Deferred Improvements up to the expiration of the
time period stated in paragraph 26 of this Agreement.
3. As a condition of this Agreement, the Developer agrees to deposit with the City
Thirty Three Thousand Nine Hundred and Seventy Nine Dollars and Forty Four
Cents ($33,979.44), as a form of financial security authorized in Section 3.30.1 of
the UDC, upon execution of this Agreement or before the filing of the Plat. The
financial security must provide for 110% of the estimated cost of constructing the
required Deferred Improvements, as those costs are shown in Exhibit 3. The
Developer acknowledges and specifically agrees that, in the event the financial
security required by this Agreement has not been deposited with the City before
the filing of the Plat in the official public records of Nueces County, this Agreement
is NULL AND VOID WITHOUT ANY NOTICE OR FURTHER ACTION REQUIRED
BY EITHER PARTY.
4. If a letter of credit is utilized as financial security under this Agreement, the
content of the irrevocable letter of credit must be pre-approved by the City's
Director of Financial Services ("Finance Director") and City Attorney, be issued
by a banking institution having a local branch office within the State of Texas
(Corpus Christi location preferred), be valid for a period of twelve (12) months
from the date of issuance or longer, and require, as sole documentation for
payment, a statement in writing from the City's Assistant City Manager setting
forth (i) the circumstances of default giving rise to the draft or (ii) the Developer's
failure to furnish proof of renewal not less than thirty (30) days prior to the
expiration of the then current letter of credit [see the paragraph below regarding
renewal], and accompanied by a properly drawn draft not to exceed the face
value of the letter of credit.
5. If the form of financial security is a letter of credit, the Developer must ensure that
the letter of credit is kept valid at all times. The letter of credit must be renewed
by the Developer before expiration, and proof of such renewal must be received
by the City at least thirty (30) days prior to the expiration of the then current letter
of credit. If timely renewal is not received by the City, or cash in lieu thereof is
not deposited as financial security with the City, the City may, after ten (10) days
Standard Form Deferment Agreement 3/2013 Page 2 of 8
prior written notice to the Developer, call (redeem) the letter of credit for failure to
timely renew. If the letter of credit is called for failure to timely renew, the funds
will be held in an account as if cash had been posted by the Developer for this
Agreement in lieu of the letter of credit. The City shall not be liable for interest on
any letter of credit so called nor shall the City be liable to the Developer for the
accrual or payment of interest on any type of financial security posted by the
Developer pursuant to this Agreement.
6. In accordance with the provisions set out in Section 3.30.1 of the UDC, as it may
be amended, the City may accept other types of financial guarantees for
deferment agreements subject to the approval of the Finance Director and the
City Attorney. In the event the Developer desires to use and the City agrees to
accept an alternate form of financial guarantee other than a cash deposit or an
irrevocable letter of credit as security for this Agreement, such other security-
specific financial guarantee's terms and conditions pertaining to issuance,
redemption, restrictions, limitations, and use as made be made subject to this
Agreement shall be as further set out in an addendum to this Agreement, which
addendum is to be attached to this Agreement and the content incorporated by
reference into this Agreement as "Addendum A." The parties agree that, should
there be, by the attachment and incorporation of Addendum A to this Agreement,
any conflict in the terms, conditions, or requirements stated in this Agreement
(including its exhibits) and Addendum A, the provisions of Addendum A take
precedence over conflicting terms in the Agreement and its exhibits. All other
provisions in the Agreement (and its exhibits) not in conflict with Addendum A
control otherwise by agreement of the parties.
7. Unless otherwise stated in this Agreement, any notice required or permitted to be
given by either party shall be in writing and must be given by personal delivery,
fax, or certified mail, return receipt requested, postage prepaid, and notice is
deemed sufficiently given if addressed to the appropriate party at the address
shown for the party in the signature block of this Agreement or faxed to the fax
phone number shown in the signature block for the party. Any party may, by
notice to the other in accordance with the provisions of this paragraph, specify a
different address or addressee for notice purposes.
8. Time is of the essence in the performance of this Agreement.
9. Detailed construction drawings must be provided by the Developer and approved
by the City's Departments of Development Services and Engineering prior to the
start of construction of the Deferred Improvements.
10. The Developer shall construct the Deferred Improvements in accordance with the
City's engineering standards in effect at the time of construction and in
accordance with the construction drawings approved by the City departments
pursuant to the paragraph above.
Standard Form Deferment Agreement 3/2013 Page 3 of 8
11. Upon completion of the Deferred Improvements by the Developer as verified by
the Assistant City Manager and Director of Development Services and within the
time period stated in paragraph 26 of this Agreement, acceptance of the Deferred
Improvements by the City Engineer, and compliance by the Developer with the
remaining terms of the Agreement, the City Engineer shall:
a. Immediately release the Developer from the obligations to construct the
Deferred Improvements by mailing a release letter to Developer at the
address shown above Developer's signature line in this Agreement.
b. Return to the Developer within sixty (60) days of the completion of the
construction of the Deferred Improvements and settlement of the actual
construction costs, or within sixty (60) days of acceptance of the Deferred
Improvements by the City, whichever is later, any balance remaining of all
monies received by the City from the Developer.
12. If the Developer has not begun construction of the Deferred Improvements at
least thirty (30) days prior to the date stated in paragraph 26 of this Agreement,
the Developer agrees that the City, after notice in writing to the Developer, may
accelerate payment or performance or require additional financial security when
the City deems itself at risk as to the prospect of performance or payment based
on a demonstrated reasonable basis. In addition, if the Developer defaults and
fails to deposit any increased security after notice and an opportunity to cure, the
City may transfer the cash funds received or call (redeem) the letter of credit and
transfer the funds (if the financial security provided was in the form of a letter of
credit) to the appropriate City account, and the City may begin completion of the
construction of the Deferred Improvements. If City constructs all or any part of
the required Deferred Improvements, the Developer shall reimburse the City for
any additional costs related to completion of the Deferred Improvements within
thirty (30) days after the City completes the required Deferred Improvements and
invoices the Developer if the funds on account prove inadequate for the City to
complete the Deferred Improvements.
13. In accordance with Section 8.1.10.6 of the UDC, an increase in financial security
from the Developer may be required on an annual basis if the City deems itself,
in the sole discretion of the City, insecure as to the prospect of payment or
performance on a demonstrated reasonable basis or it reasonably determines
that the financial security does not provide for 110% coverage of the estimated
construction costs.
14. The City and Developer agree that, if the Developer formally vacates the current
Plat with approval of the Planning Commission prior to the deadline for
completion of construction of the Deferred Improvements, any money received
by the City from the Developer remaining on deposit will be released and
immediately returned to the Developer.
Standard Form Deferment Agreement 3/2013 Page 4 of 8
15. If Developer defaults in any of its covenants or obligations under this Agreement
[excluding failure to timely renew a letter of credit, post additional security, or as
may be made applicable by Addendum A, for which the default provisions are
separately addressed in this document], the City Engineer shall send written
notice to the Developer [(and may send notice to the Developer's project
engineer ("Project Engineer"), if such address is known by the City] by certified
mail, return receipt requested, advising the Developer of the default and giving
the Developer thirty (30) days from date of receipt of the notice letter to cure the
default. If the Developer fails to cure the default after receipt of notice and
opportunity to cure, the City Engineer may transfer any funds received to the
appropriate fund of the City in order to complete the Deferred Improvements. In
the event there are any funds received by the City from the Developer remaining
after the City has completed construction of the Deferred Improvements, the
excess funds will be refunded to the Developer within sixty (60) days of the
completion of construction of the Deferred Improvements and settlement of the
actual construction costs.
16. The City reserves the right not to issue certificates of occupancy for all or any
portion of the real property that is the subject of the Plat until the Deferred
Improvements are constructed, installed in working order, and accepted by the
City Engineer in accordance with the provisions of this Agreement.
17. No party may assign this Agreement or any rights under this Agreement without
the prior written approval of the other party and by amendment to this
Agreement.
18. By execution of this Agreement, the Developer covenants to construct the
Deferred Improvements required by this Agreement, and this covenant shall be a
covenant running with the land. The City, at the Developer's expense, shall file
for record this Agreement in the official public records of Nueces County.
19. With the exception of Addendum A made applicable pursuant to paragraph 6, no
changes or modifications to this Agreement may be made, nor any provisions
waived, unless the change or modification is made in writing and signed by
persons authorized to sign agreements on behalf of each party.
20. If, for any reason, any section, paragraph, subdivision, clause, provision, phrase,
or word of this Agreement or the application thereof to any person or circum-
stance is, to any extent, held illegal, invalid, or unenforceable under present or
future law or by a final judgment of a court of competent jurisdiction, then the
remainder of this Agreement, or the application of said term or provision to
persons or circumstances other than those as to which it is held illegal, invalid, or
unenforceable, will not be affected thereby, for it is the definite intent of the
parties to this Agreement that every section, paragraph, subdivision, clause,
provision, phrase, or word of this Agreement be given full force and effect for its
purpose.
Standard Form Deferment Agreement 3/2013 Page 5 of 8
21. The Developer shall, in compliance with Section 2-349 of the City's Code of
Ordinances, complete the City's Disclosure of Interests form, which is attached to
this Agreement as Exhibit 4, the contents of which, as a completed form, are
incorporated in this Agreement by reference as if fully set out here in its entirety.
22. The Developer shall comply with all federal, State, and local laws, regulations,
and rules applicable to performance of this Agreement.
23. This Agreement shall be construed under and in accordance with the laws of the
State of Texas, and all obligations of the parties created pursuant to this
Agreement are performable in Nueces County, Texas. Venue for all actions
arising from or pursuant to this Agreement shall be brought in Nueces County,
Texas.
24. Strict performance of the provisions of this Agreement by the Developer is
required by the City as a condition of this Agreement. The Developer specifically
acknowledges and agrees that failure by the Developer to adhere or comply with
any term, condition, or requirement of this Agreement constitutes a default of this
Agreement.
25. All signatories to this Agreement warrant and guarantee that they have the
authority to act on behalf of the person or entity represented and make this
Agreement binding and enforceable by their signature.
26. This Agreement is to be executed in duplicate, each of which constitutes an
original document. This Agreement becomes effective and is binding upon and
inures to the benefit of the City and Developer and their successors and assigns
from and after the date the Agreement has been executed by all signatories.
This Agreement terminates 6 (six) months from the date executed by the last
party signing this Agreement.
EXECUTED ON this Z6 day of 45—vA-16- , 2019.
CITY OF CORPUS CHRISTI
P. O. Box 9277
Corpus Christi, TX 78469-9277
(361) 826-3240 Office
(361) 826-4428 ax
Signat `e
Samuel Keith Selman
Assistant City Manager
Standard Form Deferment Agreement 3/2013 Page 6 of 8
APPROVED AS A STANDARD FORM LEGAL DOCUMENT: , 2019. CITY
ATTORNEY
Signature
Buck Brice
Assistant City Attorney
DEVELOPER
Devary Durrill Foundation
615S Upper Broadway
Corpus Christi Texas, 78401
(361) 884-8857 Office
(361) 884-2704 F.
Signature
Printed Name: William Durrill Jr.
Title: President
Date: 11'I13t19
STATE OF J�t XA §
COUNTY OF NI UECES §
This instrument was acknowledged before me on JLL I ,20 1 �i ,by
William R. Durrill Jr., President, Devary Durrill Foundation, a Texas Nonprofit Corporation,
on behalf of said entity.
/ < 4;4k,., PATTI D SMITH >
C t. :/7 ID# 12950645-3
"} i'1 ' yj `R' Notary Public
< "'`•,+r ,,./ STATE OF TEXAS
Notary Public's Signature •.' ort • My comm. Exp. 07-25-2021 >
Attached and incorporated by reference into this Agreement:
Exhibit 1 — Plat (3 Pages)
Exhibit 2 — Required Public Improvements (3 Pages)
Exhibit 3 — Cost Estimate (1 Page)
Exhibit 4 — Disclosure of Interests (1 Page)
Addendum A — if applicable pursuant to paragraph 6
Standard Form Deferment Agreement 3/2013 Page 7 of 8
UPON RECORDING. PLEASE RETURN ONE ORIGINAL DOCUMENT TO:
City of Corpus Christi
Department of Development Services
Attn: Director
2406 Leopard Street
Corpus Christi, TX 78401
Standard Form Deferment Agreement 3/2013 Page 8 of 8
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ACCORDANCE WITH CITY ORDINANCE NO.8879,AS SHOWN IN PLUGGING
/' \ / / y\'s \\\Ck •\ CERTIFICATE /313, WELL NAMED CO%, ES.. UNIT /1. SIGNED BY THE
/' e / '` 2.068 AC Nms,._�a, N.`V CITY PETROLEUM SUPERINTENDENT MID DATED JANUARY 8. 1976
\ \ \ \..
e...�`°• 4 J e , /'/H // 90,094 SF \ \\ \\ NN:.....,
LEGEND:
0O\S�•QP4'� // .C� e,'//
// \ .. \\\!\ - - PROPERTY LINE
�I�•�' �. J/'/ J/ //
Oil
41.\ . YARD RESTRICTION
%//' Y /e / �/'/ . / \ —-—- ADJACENT
ADJACEM LOT LINE
/ e j' //' CENTERLINE ROADWAY
%J /4/44c.,‘,"/
/ ./..,/,;„,:,/,
y. m ". EDGE OF ASPHALT
//� /
O CONCRETE CURB AND CUTTER
/� ' / CONCRETE SIDEWALK
'. / 17',//&',/
' J —
S
/,*'
J / - --- MINOR CONTOUR LINE
J //e/• i'•"' // ---� MAJOR CONTOUR LINE
1 /• ..9.# / i i— COMMUNICATION UNE
LOT 3
/ FIBER OPTICUNE
3 /' // /// • \`—___ __ \vOe —a M:— ELECTRICAL OVERHEAD UNE
/. P e / / ----_ fk Y4'' ,\c'
' Q —,n—MA— ELECTRICAL UNDERGROUND LINE
fie . / .<- P A @ Koll s11L- SO4°'\ ® ELECTRICAL TRANSFORMER
j/ 4 eJf / �tS O�_C 4,S,O�0 N-61'___ \0\, y1. e UTILITY POLE
/ PG GdA�g.�G6 O`WP+�vH• \M. �J�f"��' c o— GAS UNE
_ E // / ' 1' �\\A A•5•RP 5,.. \\\ L vs GAS LINE SIZE/MATERVL
</e
E/• /.. GJ-G J� pvPOJR.y n a ~— GAS VALVE
/ /^/eJ •1 OIL/GAS PIPEUNE
/ l ///' `7C 1T rousmN OIL/GAS PIPELINE SIZE/COMPANY
/� 'RV,�'/! � —2' A�A><— STORM WATER LINE
%%% STORM WATER LINE 512E/MATERIAL
S ;
/18" IlI —N ® *A WASTEWATER
STORM WATER MANHOLE/CURB INLET
04 "I
,/'‘')1
iA W UNE
•/ ____!_`__i �� ��, 1 n suc —.1 WASTEWATER UN I RIAL
_�
oma, .__ 1 ® " WASTEWATER MANHOLE(6"DW.LID)
8 / �' g_i>Y�—Tac --N V�'Iril s, � _!_',,-,,-2._� ,,_.._4 cr: —cj os WATER LINE
--A -, . _ reF S_�
-v. �� IY Coco WATER LINE SIZE/MATERIAL
A 'O 4 WATER FIRE HYDRANT
'A
I [ E WATER VALVE
UTILITY PLAN FOR
r THIS DOCUMENT
100 SOUTH PADRE
r,
IS RELEASED FOR IA
INFORMATION PURPOSES LJA Surveying, Inc.
ONLY BY ALBERT E. BLOCK 1 LOT 2 5350 South Staples Street,Suite 425 Phone 361.991.8550
FRANCO, P.E. 77597,ON 1
% 4/16/19, AND SHALL BEING PLAT OF THE REMAINDER OF GUGENHIEM Sr COHN FARM LOTS, Corpus Christi,Texas 78411 Fax 361.887.8855
RNOT BE USED FOR SECTION 5, RANGE VIII, LOTS 1 THRU 4, 6 THRU 8,AND 10; RECORDED IN TBPLS Firm Re No.10104001 TBPE Firm Re No.F-19613
�3 CONSTRUCTION, BIDDING, VOLUME 2151, PAGES 588, DEED RECORDS OF NUECES COUNTY, TEXAS. 9' 9'
i OR PERMIT PURPOSES. Email: ljasurvey.com
-C ///,/ mal
/� , GRAPHID SCAIE: I'aEO'
\ \
\ \\ % \\ 0 fiD• 120' leo' zw'
Al
% 4
•
,,,,
,,,
. ,
„, \INt4TIA. ,/' „
VICINIT! MAP \\ /' NOTES:
\ ; \\ `� / \\ 1. THE TOTAL PUTTED AREA CONTAINS 2.068 ACRES OF LAND,MORE OR LESS,SCALE: 1' m 2000' M1CLUdNG STREET OF]NGl10N.
\` 4' \ 2. THE ENTIRE PROPERTY IS LOCATED WITHIN FEMA ZONE 'C'.THE FLOOD BOUNDARY AS SHOWN ON THIS
�V� g: \ ` PUT WAS INTERPOLATED FROM THE FEDERAL EMERGENCY MANAGEMENT MAP COMMUNITY-PANEL NUMBERS
�7 A f� , / � �/ LOT 2 \\ \\ •\,. 485464 0165 C CITY OF CORPUS CHRISTI.TEXAS DATED JULY 18,1985,AND 5 SUBJECT TO CWWGE.
\ \ 3. THE RECEIVING WATER FOR 711E STORM WATER RUNOFF FROM THIS PROPERTY IS THE OSO CREEK. THE
ICED HAS NOT CLASSIFIED THE AGUMTC LIFE USE FOR THE OSO CREEK, BUT R IS RECOGNIZED AS AN
ENVIRONMENTALLY SENSRNE AREA.THE 050 CREEK ROWS DIRECTLY INTO THE OSO BAY.TIE TCED HAS
/// % stl' - -- ` . CIASSIFIEO THE AQUATIC LIFE USE FOR THE OSO BAY AS 'IXCEPTIONAL'AND 'OYSTER WATERS'AND
/,f' / /
+aCHA6E AREA 2 /�// \\ ' CATEGORIZED THE RECEMNG WATER AS'CONTACT RECRUTON'USE.
®/. //� -�OA2) j / \\ ` 4. EASEMENTS SHOWN ARE PROPOSED FOR DEDICATION TO THE PUBLIC FOR THE INSTALLATION, OPERATION.
' /
AND USE OF PUBUC UTIDTIFS.
D , \\' 5. THE ENTIRE PROPERTY LIES WITH THE CITY LIMITS OF THE an OF CORPUS CHRIST AND IS ZONED TEG-2-
X
• FOR LOT 2.
C j/ /' ' 401J fi �� 6. THE OF CONCENTRATION WAS CALCULATED 10 THE NEAREST CURB INLET.
/ LEGEND:
•
•
a / •
q`NPs
�' %/' /, / ` 1 ;� PROPERTY LINE
/ YARD RESTRICTION
% '' EASEMENT
a / ,
r / a ADJACENT LOT UNE
!� i /T �. f r g ---- CENTERLINE ROADWAY
2 %' `,\. P m ... EDGE OF ASPHALT
• - - • PP CONCRETE CURB AND GUTTER
/ /�/ ,I DRAINAGE AREA 3 I LOT 3 MINOR CONTOUR UNE
jj % /' (OAS) .,.• - -- MAJOR CONTOUR UNE
Y T�� R DRAINAGE AREA LINE
8tl /(' / �,P\a OSS STORM WATER RUNOFF FLOW
�� _`` \- STORM WATER LINE
//, A/A �/ OJS ,S O'' \°' •OS STORM WATER UNE 512E/MATERIAL
a/ ' / / / °0�1.... G6N0P�9�Q• ..s,M'1 .Y US STORM WATER MANHOLE/CURB INLET
/ /;;/' / 1�16°(ICSi°°t\ "al ''1 1/ STORM WATER QUALITY
/ /
. J `� ii /I 1 MANAGEMENT PLAN FOR
_ 100 SOUTH PADRE
_ LOCK 1 , LOT 2
_ Al, `
BEING PLAT OF THE REMAINDER OF GUGENHIEM & COHN FARM LOTS.
_ SECTION 5, RANGE VIII, LOTS 1 THRU 4, 6 THRU 8, AND 10; RECORDED IN ,
VOLUME 2151, PAGES 588, DEED RECORDS OF NUECES COUNTY,TEXAS.
q III
E.41
A.., 776D'7�p
'Ci /
i PRELIMINARY DRAINAGE CALCULATIONS n
PRE-ZOTfIG CHANGE POST-ZONING CHANGE DIFFERENTIAL 417/6
//ft
i DRAINAGE RUNOFF DESIGN RAINFALL INTENSITY RUNOFF DESIGN RAINFALL INTENSITY (POSE-ZONE O)-(PRE-ZONE 7/�T�7/J
DRAINAGE S10RMWATER RUNOFF IN CFS(0): DRAINAGE STORYWATER RUNOFF IN CFS(0):
AREA NO. COEFFICIENT(C): T4(MN.) IN IN/HR it 25 YR, MFA 94 5 YR,25 YR, 100 TR CNTTODIT(C): T 0.0 81 IN/HW(IlL S�,25 TR, AREA IN 5 YR.25 YR,100 YR O}. 5 M,25 YR, 100
i LIGH INDUSTRIAL, YR
ACRES(A) HZ7HAIX S5, ACRES(A) LJA Surveying, Inc. IA
< IX SLOPE 6 he 10 Dy Oa 0164 <1s SLOPE 4 M 440 00 Des GITW a OTA aro
i DA1 0.50 10.00 7.72 9.86 -11.36 0.6593 2.54 3.25 3.74 0.75 10.00 7.72 - 9.86 11.36 0.6593 3.82 4.88 5.62 1.17 1.49 1.72 5350 South Staples Street,Suite 425 Phone 361.991.8550
DA2 0.50 15.00 6.40 6.23 9.61 1.4090 4.51 5.80 6.77 0.75 15.00 6.40 8.23 9.61 1.4090 6.76 8.70 10.16 2.25 2.90 3.39
DA7 0.50 10.00 7.72 9.86 11.36 1.3980 5.40 5.93 7.94 0.50-140 RUOMNG 10.00 7.72 9.86 11.36 1.3980 5.40 5.93 7.94 0.00 0.00 0.00 Corpus Christi,Texas 78411 Fax 361.887.8855
OM 0.50 15.00 640 8,23 9.61 3.6163 11.57 14.00 17.3e 0.50-ND REZONING 15.00 6.w 8.23 9.61 1.6163 11s7 14x6 17.38 0.00 0.00 0.00 TBPLS Firm Reg.No.10104001 TBPE Firm Reg.No.F-19613
TOTAL 24.02 29.86 35.83 TOTAL 27.55 34.38 41.09 3.53 4.52 5.26
Email: Ijasurvey.com
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LU
CONSTRUCTION SHALL COMPLY U,` N.
WITH CITY STANDARDS AND SPECIFICATIONS.
SPECIFICATIONS. f+n„ o•'
WARRANTY SHALL BE PER UDC
CONSTRUCTION PLANS FOR
SECTION 8.1.6.A,AMENDED um, 2„091-1
JANUARY 2018 BY CORPUS
CHRISTI CITY COUNCIL.
PROPOSED SIDEWALK
CITY STANDARD DETAIL SHEETS
(SHT.3)INCLUDED FOR
REFERENCE ONLY.SEE CITY
OF CORPUS CHRISTI WEBSITE
FOR hllp./Irmcdelm.EDDNpf0111D18161146fGfp60�f8110R3
FOR CURRENT CITY STANDARD
DETAILS AND SPECIFICATIONS.
100 SOUTH PADRE, BLOCK 1 , LOT 2 ,,,,....9^0 by•
CORPUS CHRISTI, TEXAS — Poto MS.
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t li(Td"F°° 48 "RsT+OSCNLEaREFORED/E9roTum, 1 -----TITLE SHEET 114 SCALE: AS NOTED
�r� DRILL.oaeusr-STOP AND CAIt 2-------SIDEWALK PLAN
ye
6811 belo Bal. 811 LJA ENGINEERING �, AMMO Ds.
.20.201e
ro + 3 CITY OF CC STANDARDS
TBPE FIRM REO.NO.F-1386 .11 HO.LMS221-16021
DEVAR/DURRILL FOUNDATION,
THE LONE STAR NOTIFICATION COMPANY
53609.Simples SSW Surto 425 WILLIAM R. DURRILL JR. 1
Caps CNnm784.Texas 76111 615 S.UPPER BROADWAY
AT 1-800-669-8344 phon..301.++1.8660 CORPUS CHRISTI.TEXAS 78401
www.WA.cnm 1 a 3
100 SOUTH PADRE £ I 'CR\'
BLOCK 1, LOT 2 ��` `S•
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ryiI r' Z 1 nie I.
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NY 19
GRAPHIC SOLE I
0 B' IE' 1A'
ErEWING IO'
I ELECTRK:A EASEMENT
COMM. WKS OWNS� MAT=__, \ o . PRDPDSED RIO sr.OF W
IL5'CONCRETE sroEWALK 1=
AOA RALI� •— e
▪ •
A7,
1 1I
S. ENTERPRIZE PARKWAY Ess,'14.EDGE Lv UrN RCVR, I
S . I S
K
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100 SOUTH PADRE � � PI • �� — R
I BLOCK 1, LOT 2 • UL
1 W / n m wa
20'ORO 45TRICTIDN -.. O o e s to z.
W u ca GALE
I e cN
L-o W a
t rELECT 10'
I[L[CT0.ICAL CASEMENT W
1 Vl . .
itE . 111001 MING
I>�LIC ELLIRLRON Ce
•
P Z o PROPOSED BEO S.OF•
u CO O
S.CONCRETE SDEVIKK ft ."--.): m LL r
J n XL J
c• C.) QY Z
r 3((�2 5
_. n ]32I' n Q
sl 0m Y
8 I IN VTING LOUT STING G [TAISYIUS U P[. n E Q
OF ASPHALT A EXISTING
VR ADA RAMP oNe"'�°A^"^I o 6- W
I S. ENTERPRIZE PARKWAY ® -[aqui Chels11.m"� W
NOTES: .,. —Qg N
1, EXISTING UTILITIES SHOWN ON THESE DRAWINGS ARE BASED ON RECORD DRAWINGS. 3. PROVIDE SIDEWALK AND LANDINGS IN ACCORDANCE WITH CITY OF CORPUS CHRISTI CURB. an.ss TA O LN
IMAGERY DATA,AS WELL AS ON THE GROUND SURVEY PERFORMED BY LA ENGINEERING, GUTTER ANO SIDEWALK STANDARDS.SEE SHEET 3 FOR REFERENCE ONLY. ♦1
INC.EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR REFERENCE ONLY AND DO NOT A. SIDEWALK AND LANDING SLOPES SHALL PROVIDE POSITIVE DRAINAGE TO GUTTER AND 0$
NECESSARILY REPRESENT THE EXACT LOCATION OF SUCH FACILITIES.NOR IS IT IMPLIED THAT SHALL PREVENT PONDING.
£ ALL EXISTING UTILITIES ARE SHOWN ON THE PLANS.LJA ENGINEERING.INC.ASSUMES NO
RESPONSIBILITY FOR THE EXISTENCE OR LOCATION OF ANY SURFACE OR SUBSURFACE 4. PROVIDE NEW CONCRETE SIDEWALK AS SHOWN AND PER CITY OF CORPUS CHRISTI Cl"
UTILITIES OR STRUCTURES.THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE STANDARD DETAILS.PROVIDE THICKENED EDGE AND REBAR DOWEL WHERE TIED TO CURB.
APPROPRIATE UTILITY OWNERS AND FIELD LOCATING ALL EXISTING UNDERGROUND.SURFACE DRILL AND EPDXY GROUT REBAR TO EXISTING CURB AND EXISTING SIDEWALK PER DETAILS
AND OVERHEAD NOTIFY
PRIOR TO COMMENCING WITH ANY CONSTRUCTION OPERATIONS. SHEET 3.
CONTRACTOR SHALL NNOTIFY THE ENGINEER IMMEDIATELY AND PRIOR TO COMMENCING
iCONSTRUCTION OF ANY OBSERVED CONFLICTS OR DISCREPANCIES WITH THE PLANS.
5. CONTRACTOR SHALL DRAINAGE,
LLOW G ELEVATIONSISTININ TO PREVENT I.E.GRADES
AND LEGEND
2. RUNNING AND CROSS SLOPES OF SIDEWALK SHALL CCE SOMPLY WITH THE LATEST CRA PROVIDE IF E AINACE.FOLLOWING EXISTING N FIELDE PATTERN .GRADES MAY BE
HRPLV
STANDARDS.THE FOLLOWING G GENERAL TEXAS ACCESSIBILITY STANDARDS(TAS)CRITERIA ADJUSTED IF NECESSARY.WHILE MAINTAINING CONFORMANCE WITH ADA SLOPE I'— I PROPOSED S'SIDKUULU SCREE AS NOTED
APPLY TO MANEUVERING SURFACES AT RAMP.LANDINGS AND SIDEWALKS WHICH ARE PART REQUIREMENTS,AND AFTER CONTACTING ENGINEER. I - J ERISTUIG SIDEWAEK DRAWN BY: ED
OF A REQUIRED ACCESSIBLE ROUTE. PROPERTY LINE APPROVED OP 4P
0. CROSS SLOPE FOR SIDEWALKS SHALL NOT EXCEED 1:50(2R). D. ALL MATERIALS USED IN THIS PROJECT SHALL COMPLY WITH THE LATEST CITY OF CORPUS -- RINT-Of-WAY 10.0.5.) DATE 05.20.2019
E. RUNNING SLOPE FOR SIDEWALKS SHALL NOT EXCEED 1:20(5%). CHRISTI STANDARD SPECIFICATIONS. ONO REODWEMENT JOB NO.LJAS2I1-10021
EASEMENT /'�
U. CHANGES IN GRADE IN ACCESSIBLE ROUTES GREATER THAN 1:20(5%)REQUIRE A
RAMP. 7. ALL MATERIAL TESTING REQUIRED SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF UMDERGROUNO ELECTRICAL A
RAM
0. ABRUPT CHANGES IN LEVEL IN EXCESS OF 1/4'ARE NOT PERMITTED CORPUS CHRISTI TESTING SCHEDULE. NOQANFAo EL asc.*
WATERLINE
GAS LINE 2 OF 3
BEL MDD1N W.
AB AS 0.13 SHALL C.YCOMV/SgLWILt MYON MUIS r
*TE O CPB SILL BE NICD NO OOElESN.1 SIRML BE EARL ro ..;, l�.
NROENED U SIROME /.3/.•OWNER(9OM SIMS) rFefJMNfETP
ni s• r R NocAsc s wi rt z IroissrllM`eE.w
/.._.
r- <1/a•N WC NTD AS GC DETM lIIS sNECT) wozs�r /
I• MOLT. 1/1•MORTAR MSN J• ; " �lcLs/
TRANSVERSE LIIINNNG '. 1/3'MORTAR TOPPING _ _
1/2.wow TOPRNO
1111 .PHALT "'�'
ROARb w 1��
,/2"_HAW_ olrn LP
CONTROL JOINT aillirkS\All
,RMswrsE WANING MAT 19
1�"` __.� TRANSVERSE MMN"w WASH rol MIX RUSH.n _XM •.���— — ___ n ___ _ — W/INFO ARTIER
Ir • __j •
R� ICE KEW mP
CONT r '"1 .1it ffr, NO.CONE. •
Iq.'`LDNI�' a --
. III
FCOMACHINE LAYEO OR H.OPTIM TO 10 s!1"• I IJ 11/I6• , 6. <
( ORAL O EPDXY SET F.REBMS .�.
D e Ix 0..C.(3'MN.EMBEDMENT)
TYPICAL S"CURB S GUTTER DETAIL 4"CURB&GUTTER DETAIL 6"REVERSE CURB&GUTTER DETAIL TYPE'A'HEADER CURB DETAIL
NOT TO SCALE NOT TO SCALE NOT 10 SCALE NOT TO SAME
..'' CONC.MONNSICWINA WW1
C MUTE TYPE B C4w0 SNARL BE PnvNG CAP SEL C"CENSIPEM 3/�•EXP. NIPPERS PAT(LENGTH TKO AND DAWNED AS SHOWN Mp POP ROI CDUAL WSTALL 13/,6• MOIL
(NEER 10 6•COO DETAIL 115 UPANRP BOARD PIRIOR NG W SEAL OREUSIREM
JOWL PAY FOR U 'M VALLEY GUTTER)
130010 PRINCIPAL REIB.
TOC.C.PLACEMENT me OR APPROVED COWL EURO O CUTTER9' e' MEET) , BOARD PRIOR 10 NIS. A -N0..carr.REBM 1LEEVED V/ENOSINPPED.
_ ~ i`L-�C�S! ESIiii No.<"EBAR
9 evl`( u LDiw 11 TO C) _ CONC.PLACEMENT ., 0,'.11 •
„ _ .PLACE wsnF DE I.
c°"'"o101's I /a'MowrM
• j j� LLP SW.. BIM of IIMM•Mialeal1�1.,. (TYPICAL) iaPm"aT—
_ PER ASPHALT PAVEMENT
EXISTING CONCRETE vuo TORI.s �Z 41`I A V..aEBM L I I I I g
E ';,'±',-:',. . ;.:',Z,...'•111/11
—..-,',.://,'7;t:)� OETMIs 1 3/."REDMGOU OPANSM �3/• REbR000 EXPANSION CIMS f 6YTTfl1 1Y O.0
BOARD SECURE CW SEAL
GG' TO BOND BY SWUNG OR , BOARD.SECURE CAP SEAL (7p
lull IMMO THROUGH WNW 0 BORD BY RAPUNE "� 3-0' I-0 1-0• .j A
fIMNGf. BOTTOM AL Nw. .1L �/'
ALM. W a
' A# PLAN SECTION A—A W 4
® CAP SEAL DETAIL CAP SEAL DETAIL "' -SEE NOTE BELOI =
g NEW CONE.TO NEW CONE. NEW CONC.TO EXIST.CONC. S'VALLEY GUTTER DETAIL z
L NOT TO SCALE NOT TO SOME NOT 70 SCLC LL
L VN LEY GUTTER NOTEMC
/..6•DOWEL BMS 1. USE Cf OETAI IS VALLEYcomes
ONLY f RENTEEDnOR2 TEMPORARY USE NOT•LOXED IN LOCATIONS WERE NO OMC" 3 g
O<'SPACWfi ORA9.AGE OPTIONS D.T.MRO W.ONLY BE USED IITH PRIOR APPRO.MON ME CLO.
AS w:WNRIC CUR
TYPE'B'HEADER CURB DETAIL °"Y CONCRETE ROM. CONE cum
S'IIRR&GUTTER ANO HFAOER('.IRR NOTES;
NOT TO SONE PAY AS MOM. ■ T. ALL CONCRETE CLASS•w 3.000 PSI ALL STEEL ORME 60 IX-60.000 P.S.L.MN.
O COMPACTED
PMxFNl i11111—i a. TRANSVERSE GROVES INS.TME ST I/2-Mn SNLL M YARN:IN ALL CURB f CUTTER AND
n, NEW EXISTINGIIIIII�� HfAOFR OAR AT ID'OC.(W101115).
Ill TOOLED EAE(TVP.) 3/4•TRIP EXPANSON JOINTS SHALL BE PRO.OED AT 39'-0"CENTERS.(WXWIM).
a TYPICAL EXPANSION JOWr SUNNI -�/ I INR PROP.6•C.C.CURB i 6• NO..DOWELS X 11"IOVG ONE SIDEWMN PMI 3 REWfORCEMEM SRN/CONS31 OF ME N0..COWER X IS-LONG SPACED AS WgCA EO. /y
JOINT AT TK-WS SMF CUT UISTIK �` r pp •3 ENO REEVED MIH ENDS uPPED WECXERED NATE THE NO.VED 4 DOWWM ELD5 CSO EXTENDED ACROSS THE JOINT 9 INCITES ANO TIS ENO SWI.BE W. J
Y NEN CONCRETE J/.•REDWOOD MAMMON
) CURB k CUTLERri BOND.1YP. }/1 MRS p1Ml.EOUL fRETNN111'CLUB SHALL END'MINA B <. MEIIE,EW CIIIm f WAG P NVDCP LUIS JOINS U6',IML CURB O CUTER.mum. N Q
S•44 B.'"":"TI CONI-W 0:1,RANRTION BAUOwH ro TNC ,I II THE TUT IO'a TIRE NEW TO MATCH ME OLD IN 51NPE. IL H
GRASP.seer.ELEVATOR 3/<•TION•.-ANSI.ADM MSE.SLR-"ASE.AND NEW.OE TCH ME36 TOLD I CONCRETE OMB AND OR,OR LO BE U U.O N
!GUTTER ON B GVIm e• %1 A 3B Oc..
�', Pia.C.C.SoawLN s. SPEC M.E E PROTECT PROEKATMR AIC PHOT S MTKS.PER LOURED MOON
COMMIS.REFER 10 M PROJECT SPECKS STREET SEC,ION(5)LED MUTED PROJECT J In W J
—_ f3'0-BN6 O il
II!!i
"Lw"RJPV-19x.9.a.9o IMElDCO N1E FABRIC�t � .� ARE USE• //��\ IPLASM REEVES 19/ENDS CAPPED. T 000L 6 12. y THE AT MN A OF THE PROJECT RAL M HE TEXAS
PARTPCN,NE LICENSING
PRIMO. O Qom'
MSE!SUM.PER NOTES 1 CERTIFICATION TETTER.FROM THE .se Mcar... OF BARRIERS
SEC MO
PLAN REOJLATON(NMR).PARK.AND RANOM05 OMEN.MCITEC,tML MJMKRs R:cnoL TIMI 0 6 u D
ALL nM(nM THE r WTN IXSABLIIKS ACI)LARDS(T THERAPARCHITECTURAL
A CONRIERSAC
CURB AND GUTTER TIE-IN DETAIL SIDEWALK RETAINING CURB DETAIL PLAN FOR SIDEWALK SIDEWALK DRAIN COMPLY NM THE TEXAS cIE WIT.STANDARDS(IAS)OF THE MCI,FnuuS 0001013 O. Z
iT NOT TO SCALE NO TO SCALE NOT TO 600E NOT TO SEM0 ARTICLE 9103.TERM CML STATUTES. I/9
YP O \
- SOL-INN ROPE: NATURAL PWTN 0. AT LEAST I'Of THE AREA BEHIND THE CURB SWL BE BICOILLEO ARO COMPACTED WAN. ,L6
•
J/1•EWNMRON JOT 00110001 Kifll 91%STAMM,PROCTOR M"SIII)W ACCORDANCE RATH 00 SPECDI OTOTIS AS SOON AS 0 -v
W l0 POSSIBLE MO NO VIER DWI I"MARS Of REMOVAL O FORMS(OR SOWER IN RR EVENT CL N
- 05051 SLOPE: IN MAXIV PI 00 PLASM OELK (NIB DWG SE J/6'ELIC.F I'-)1/2•MOLE O'WCLEME0T WEATHER)w ORDER TO PROTECT THE MOISTURE OF THE 0MEYEMI STRUCTURE O OO m
.I /1•PER Fr.MIN. M MTN UDS CAPPED CLEPOAED P ATC WOO.)BOLTED TO /y 4•
MRL AND SET IN EPDXI'PWT I. CONCRETE W/3/rE 5T0NLES3 STEEL RIOFWLK N0T($; y. M
L ,.. -3�E* NEW CONCRETE SOME (ISO .16•LONG O I6•D.C. CWMOM.M NYN BOT a R.O.C. 1. ALL EIPNKION JOINTS TOM 3/.'R 01000[WAMON 0000.CARLESS 11MWMSE 10000 a V
g ) I (LW.a•.m EXR.CONC.)— I PER RW. 2. ALL CONCassn CWS'V.OE
W. 01 STEEL WOE ON.rr 50000 w.
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e rm� 12 0 _ _LEX
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A SOME E _y{il 1- : wrx M 0-0'MENIALS(TAW P THE INTERVALS SILL OE SPACED TO MTP WE NOW Of
f ROPE IF Iµ INF,]1 -��' ' THE sE%NMN.
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I �' A I . r 46111:11M CITY STANDARD DETAIL SHEETS scLE ^s"opo
I3 I e I ,,N „ „M 0_• w (SHT.3)INCLUDED FOR °PAWN�` id
vrREs 11 REFERENCEArPILB+Eo sr: r6
itait6. ONLY.SEE CITY DATE 05.20.2019
w 'FROWER MY AUTHORIZE LESSER SLOPE wo...N iOI000IL OF CORPUS CHRISTI WEBSITE JOe ISO.L.K5221-10021
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r TO SCALE NOT To SCALE ow
1.04O.NMNN04 NOT TO SOLE DETAILS AND SPECIFICATIONS.
LIN 3 of 3
'3
OPINION OF PROBABLE COST
Project:Proposed Sidewalk for
By:Yesenia Singleton, PE,(LJA Engineering) IA
Date:May 20,2019 LJA Engineering, Inc.
ITEM DESCRIPTION UNIT QTY UNIT PRICE TOTAL PRICE
1 Mobilization&Demobilization LS 1 $1,180.00 $1,180.00
2 Storm Water Pollution Prevention Plan LS 1 $475.00 $475.00
3 Preparing Right of Way(Clearing&Stripping) LS 1 $1,500.00 $1,500.00
4 Excavation CY 745 $10.00 $7,450.00
5 12"Subgrade Compacted To 98%of(ASTM D698) SY 270 $2.50 $675.00
6 S'Wide,4"Thick Concrete Sidewalk w/6"Bank Sand Bedding SF 1,725 $8.00 $13,800.00
7 Hydromulch For Erosion Control SY 80 $3.00 $240.00
SUB TOTAL CONSTRUCTION COST $25,320.00
ENGINEERING AND SURVEYING SERVICES FEES(12%) $3,038.40
10%CONTINGENCY $2,532.00
SUB TOTAL CONSTRUCTION COST PLUS ENGINEERING AND SURVEYING SERVICES FEES AND CONTINGENCY(a+b+c) $30,890.40
10%DEFERMENT AGREEMENT $3,089.04
TOTAL CONSTRUCTION COST(d+e) $33,979.44
Note:The following costs and fees are estimated based on recently received bids for similar work.
�,▪ LOFT ��
C •▪••' '•f..••J ,, Digitally signed by
V William 1.Green,P.E.
#; •• * It, DMcn=William J.Green,
I* •
ffflll�����,���111 * I/ ,. P.E.,o=Development
Services,ou=City of
OD :j YESENIA SINGLETON j Corpus Christi,Texas,
email=billg@cctexas.co
m,c=US
-1 102398 ie Date:2019.0530
�i:':•• /CENSE-�•' CY 08:40:55-05'00'
�+tssiotriC •\°s
3' zU -Zo /q
EXHIBIT 3
. c., . cy�:�• DISCLOSURE OF INTERESTS
i
I i m City of Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking
'3 _ — . 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".
7852
NAME: William R. Durrill, Jr.
STREET: 615 S. Upper Broadway CITY: Corpus Christi ZIP: 78401
FIRM is:°Corporation °Partnership °Sole Owner °Association 0 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 Job Title and City Department(if known)
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 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 Board, Commission, or Committee
N/A
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.
Certifying Person: William R. Durrill, Jr. Title: Director
(Print Name) + (���
Signature of Certifying Person: 1���i'`�l/14— Date: 11-12-18
K\DEVELOPMENTSVCS\SHARED\LAND DEVELOPMENTIAPPLICATION FORMSV2EZONING\DISCLOSURE OF INTERESTS STATEMENT 5.122015.DOC
EXHIBIT 4
Nueces County
Kara Sands
Nueces County Clerk
*VG-50-2019-2019025648*
Instrument Number: 2019025648
Real Property Recordings
AGREEMENT
Recorded On: June 27, 2019 03:09 PM Number of Pages: 17
" Examined and Charged as Follows: "
Total Recording: $71.00
***********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: 2019025648 LEGAL DEPT CORPUS CHRISTI
Receipt Number: 20190627000137 P 0 BOX 9297
Recorded Date/Time: June 27, 2019 03:09 PM
User: Brenda R CORPUS CHRISTI TX 78469
Station: CLERK04
STATE OF TEXAS
Y C049>if Nueces County
I hereby certify that this Instrument was filed in the File Number sequence on the date/time
r�\a printed hereon,and was duly recorded in the Official Records of Nueces County,Texas
a
44 Kara Sands 3614\ 44)
of Ec�SNueces County Clerk h
Nueces County, TX