HomeMy WebLinkAbout065482 - Construction-Related - Contract - Quail Valley Devco V, LLCDate Received: 7/7/2026
Time Received: 1 2 : 02 p.m.
Permit No.: PN26-0017
City Secretary No.: 65482
DRAINAGE CHANNEL
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 7th day of July
2026, by and between Quail Valley Devco V, LLC, a Texas limited liability company,
acting by and through Seth Carpenter, its duly authorized Vice President. hereinafter
referred to as "Landowner", the Walsh Homeowners Association I, Inc., a Texas nonprofit
corporation, hereinafter referred to as "Association", and the City of Fort Worth,
hereinafter referred to as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as a
0.2677-acre tract of land situated in I. & G.N. Railroad Company Survey, Abstract No.
1995, Parker County, Texas and being a portion of the remainder of that certain tract of
land described in Special Warranty Deed to Walsh Ranches Limited Partnership, recorded
in Volume 1699, Page 1765 of the Official Public Records of Parker County, Texas, and
in Volume 12624, Page 92 of the Official Records of Tarrant County, Texas and a 0.1930-
acre tract of land situated in I. & G.N. Railroad Company Survey, Abstract No. 1995, and
being a portion of the 212.7-acre tract of land described in Special Warranty Deed to Quail
Valley Devco V, LLC as recorded in Document No. 202426155 of the Official
Public Records of Parker County, Texas, hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property
according to the Site Plan/Subdivision Plan known as Walsh Ranch Quail Valley Planning
Area 5D, hereinafter called the "Plan", which is expressly made a part hereof, as approved
or to be approved by the City and the Landowner provides for management of storm
water within the confines of the Property; and;
OFFICIAL RECORD
CITY SECRETARY
FT. (NORTH, TX
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 1
Rev. 03/01/2022 BN
WHEREAS, the City and the Landowner and Association, and their successors and
assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth,
Texas require that on -site Drainage Facilities be constructed and maintained on a portion
of the Property; and;
WHEREAS, the City requires that on -site Drainage Facilities ("Facility") as shown
on the Plan be constructed and adequately maintained by the Landowner, its successors
and assigns, including the Association, the location and dimensions of which is shown and
more particularly described by metes and bounds in the attached Exhibit "A" ("Facility
Property"); and;
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner and Association, its successors and assigns, shall adequately
construct and maintain the on -site Drainage Facility ("Facility") at no expense
to the City of Fort Worth in accordance with the design specifications for the
Facility, attached as Exhibit "B", and the current standards then in force and
effect in the City of Fort Worth and with the Operations and Maintenance Plan
attached to this Agreement as Exhibit "C". The Drainage Facility includes all
pipes, channels or other conveyances built to convey storm water to the
facility, as well as all structures, improvements, and vegetation provided to
control the quantity and quality of the storm water. Adequate maintenance is
herein defined as good working condition so that these facilities are performing
their design functions. The Drainage Channel Structural Control Maintenance
Checklists, attached to this Agreement as Exhibit "D", are to be used to
establish what good working condition is acceptable to the City.
2. The Landowner and Association, its successors and assigns, shall inspect the
Facility and submit an inspection report to the City annually. The purpose of
the inspection is to ensure the safe and proper functioning of the Facility. The
inspection shall cover the entire Facility, berms, outlet structure, pond areas,
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
access roads, etc. Components of the Facility, which need maintenance or
replacement to perform their design function, shall be noted in the inspection
report along with the corrective actions to be taken.
3. The Landowner and Association, its successors and assigns, hereby grant
permission to the City, its authorized agents and employees, to enter upon the
Property and to inspect the Facility Property whenever the City deems
necessary. The purpose of inspection is to follow-up on reported deficiencies
and/or to respond to citizen complaints. The City shall provide the Landowner
and Association, its successors and assigns, copies of the inspection findings
and a directive to commence with the repairs if necessary.
4. In the event the Landowner and Association, its successors and assigns, fail to
maintain the Facility in good working condition acceptable to the City, the
City, its authorized agents and employees, may enter upon the Facility Property
and take whatever steps necessary to correct deficiencies identified in the
inspection report and to charge the costs of such repairs to the Landowner, its
successors and assigns. It is expressly understood and agreed that the City
is under no obligation to routinely maintain or repair said Facility, and in
no event shall this Agreement be construed to impose any such obligation
on the City, such obligation is Landowner's.
5. The Landowner and Association, its successors and assigns, will perform the
work necessary to keep the Facility in good working order as appropriate. In
the event the City pursuant to this Agreement, performs work of any nature, or
expends any funds in performance of said work for labor, use of equipment,
supplies, materials, and the like, the Landowner, its successors and assigns,
shall reimburse the City upon demand, within thirty (30) days of receipt thereof
for all actual costs incurred by the City hereunder. In the event that Landowner
or its successors or assigns fail to pay the City for the costs incurred under this
section, the City shall impress a lien for the costs of such work upon other lots
owned by the Landowner. Such lien shall be perfected by filing in the office of
the County Clerk of Parker County, Texas an affidavit identifying the property
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
to be charged with such lien, stating the amount thereof, and making reference
to this Agreement.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AND ASSOICATION AGREES TO HOLD THE CITY
HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY
FAILS TO OPERATE PROPERLY. LANDOWNER AND
ASSOCIATION COVENANT AND AGREE AND DOES HEREBY
INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT
WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND
AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS
OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH
MIGHT ARISE, FROM THE FAILURE OF OWNER OR ANY FUTURE
OWNERS OF THE ABOVE FACILITY PROPERTY TO MAINTAIN
THE BED AND BANKS OF THE DRAINAGE CHANNEL IN
ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES
CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF
THE CHANNEL AND ITS BANKS, (2) SLOPE FAILURE OF THE
BANK OF THE CHANNEL, AND (3) AND FAILURE OF THE
CHANNEL AND ITS BANK TO OPERATE IN A MANNER
CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO
PERFORM ANY OF ITS DUTIES OR OBLIGATIONS HEREUNDER.
7. Landowner and Association covenants and agrees that no habitable building
shall be erected within the drainage channel outlined on Exhibit "A" but this
paragraph shall not preclude construction of other improvements within the
drainage channel, which do not impede drainage. Landowner and Association
covenants and agrees that no habitable building shall be erected on the above
property abutting such easement which shall have a finished floor at an
elevation less than two feet above the maximum depth of water in the detention
pond which would occur during a 100-year frequency flood.
8. This Agreement shall be recorded among the land records of Parker County,
Texas, and shall constitute a covenant running with the land, and shall be
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
binding on the Landowner, its administrators, executors, assigns, heirs and any
other successors in interests, including any property owners association.
9. Notwithstanding anything to the contrary contained or implied elsewhere
herein, it is expressly agreed and understood that the liabilities, indemnities and
obligations of Quail Valley Devco VLO, LLC as Landowner hereunder shall
expire and be of no further force or effect upon the transfer ("Transfer") by
Quail Valley Devco VLO, LLC to the Association of legal title to the Facility
Property, save and except for any liabilities, indemnities and obligations of
Quail Valley Devco VLO, LLC as Landowner hereunder which have accrued
and are due, payable and/or performable as of the date of the Transfer and
which shall expressly survive the Transfer.
[REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK]
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 55
Rev. 03/01/2022 BN
Executed this 7th
day of July
CITY OF FORT WORTH
2026.
op�7
Contract Compliance Manager:
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: 07/07/2026
Approved as to Form and Legality:
M. kevin Anders, //
M. Kevin Anders, II (Jun 29, 2026 14:42:47 CDT)
M. Kevin Anders, II
Assistant City Attorney II
City Attorney's Office
Date: 06/29/2026
ATTEST:
Q.00voa kI
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11 � p�0*o00 oo*d
aaQn nEoAg4da
Jannette S. Goodall
City Secretary
Date: 07/07/2026
By signing, I acknowledge that I am the
person responsible for the monitoring
and administration of this contract,
including ensuring all performance and
reporting requirements.
jai?;)
Kandice Merrick
Planning Manager
Date: 06/29/2026
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
STATE OF TEXAS
COUNTY OF TARRANT
This instrument was acknowledged before me on July 7, 2026 by
Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
rR r� KATNLEEN BRADFORD /l
a Nciary Public
STATE OF TEXAS Notary Public, State of Texas
k'V NopryI.D.IM97197 1J
ov My Comm. F% , APr. 12, 2027
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7
Rev. 03/01/2022 BN
LANDOWNER
Quail Valley Devco V, LLC
a Texas limited liability company
By: RPG QVR, LLC
a Texas limited liability company
its manager
By: eth Carpenter
Its: Vice President
Date: 6. 16. zozc
LANDOWNER
STATE OF §
COUNTY OF ( (AS §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
T.�(G j , on this day personally appeared �A lit'' j! 4m
(name), Vice. PW1dj'('7+ (title), known to me to be the
person whose name is subscribed to the foregoing instrument, and acknowledged to me
that he/she executed the same for the purposes and consideration therein expressed, as the
act and deed of KP6- QW Li. (A . illA✓ , b t{. rotor V Obntity), a
T&dlS i r hl i feed CiA 1,11,c ha (Amp aK% (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 1 �- day
of JUKA-, , 2026.
"-10
j� Anna Miles
�7P + My Ce4119t2030 xpiree
!�1 Notary 101344t459
Notary Public, State of
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 8
Rev. 03101/2022 BN
ASSOCIATION
Walsh Homeowners Association I, Inc.
a Texas nonprofit cor oration
By: Set Carpenter
Its: President
Date: G. t � ' MZ
ASSOCIATION
STATE OF ' . �(4S §
COUNTY OF
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
on this day personally appeared U411 (� ntr
(name), PH.St. G(, - (title), known to me to be the
person whose name is subscribed to the foregoing instrument, and acknowledged to me
that he/she executed the same for the purposes and consideration therein expressed, as the
act and deed of &;y� Hpwjrl r� As, 1 i yte�. (entity), a
P-VA5 Pumlarofi t CA+ :h&l� (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day
of JtV, , 2026.
Notary Public, State of
Anna Mlles
My Commission Expires;
+ 4/19/2030
Notary 10131241459
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 9
Rev. 03/01/2022 BN
EXHIBIT "A"
LEGAL DESCRIPTION
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 10
Rev. 03/01/2022 BN
WNALSH RANCH - QUAIL VALLEY - PLANNING AREA 5D
STORM WATER FACILITIES MAINTENANCE AGREEMENT
TRACT 1
LAND DESCRIPTION:
BEING a 0.2677-acre tract of land situated in the I. & G.N. Railroad Company Survey, Abstract
No. 1995, and being a portion of the remainder of that certain tract of land described in Special
Warranty Deed to Walsh Ranches Limited Partnership, recorded in Volume 1699, Page 1765 of
the Official Public Records of Parker County, Texas (O.P.R.P.C.T.), and in Volume 12624, Page
92 of the Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.) and being more
particularly described by metes and bounds as follows
COMMENCING at a 5/8-inch iron rod with plastic cap stamped "Huitt-Zollars" found at the most
easterly southeast corner of a 212.7-acre tract of land described by Special Warranty Deed to
Quail Valley Devco V, LLC, as recorded in Document No. 202426155, O.P.R.P.C.T., said point
also being the southwest corner of a 44.49-acre tract of land described in Special Warranty
Deed to Quail Valley Devco VIB, LLC as recorded in Document No. 202426165, O.P.R.P.C.T.
and the beginning of a curve to the left having a central angle of 7 degrees 15 miinutes 04
seconds, a radius of 4,345.00 feet and being subtended by a 549.52-foot chord which bears
North 72 degrees 01 minute 15 seconds West;
THENCE continuing along the southerly line of said 212.7-acre tract and said curve to the left,
an arc distance of 549.89 feet to a 5/8-inch iron rod with plastic cap stamped "Huitt-Zollars"
found at the northeast corner of a 0.0230-acre tract of land described as a Drainage Easement
to the City of Fork Worth as recorded in Document No. 202520495, O.P.R.P.C.T.;
THENCE South 14 degrees 05 minutes 23 seconds West departing the southerly line of said
212.7-acre tract and continuing along the easterly line of said drainage easement, a distance of
50.12 feet to a 5/8-inch iron rod with plastic cap stamped "Huitt-Zollars" found at the southeast
corner of said easement and being the POINT OF BEGINNING of this tract;
THENCE departing said drainage easement and continuing over and across said Walsh
Ranches Limited Partnership tract the following courses:
South 75 degrees 54 minutes 37 seconds East, a distance of 7.04 feet to a 5/8-inch iron
rod set with plastic cap stamped "Huitt-Zollars" for corner at the beginning of a non -
tangent curve to the right having a central angle of 48 degrees 50 minutes 09 seconds, a
radius of 118.00 feet and being subtended by a 97.56-foot chord which bears South 45
degrees 48 minutes 39 seconds West;
Along said curve to the right, an arc distance of 100.58 feet to a 5/8-inch iron rod with
plastic cap stamped "Huitt-Zollars" at the point of reverse curvature of a curve to the left
having a central angle of 67 degrees 13 minutes 44 seconds, a radius of 82.00 feet and
being subtended by a 90.79-foot chord which bears South 36 degrees 36 minutes 52
seconds West;
Along said curve to the left, an arc distance of 96.22 feet to a 5/8-inch iron rod with
plastic cap stamped "Huitt-Zollars" at the end of said curve;
South 03 degrees 00 minutes 00 seconds West, a distance of 123.60 fleet to a 5/8-inch
iron rod set with plastic cap stamped "Huitt-Zollars" for corner;
1:1,Survey\30306100-Walsh Ranch\02-Quail ValleyjP'A51a5.11 Survey\10CADD & BIM\10.20 Legal DescriptionsjWR PA5D-SWFMA-TR_1-
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Page 1 of 3
WALSH RANCH- QUAIL VALLEY- PLANNING AREA 5D
STORM WATER FACILITIES MAINTENANCE AGREEMENT
TRACT 1
North 87 degrees 00 minutes 00 seconds West, a distance of 36.00 feet to a 5/8-inch
iron rod set with plastic cap stamped "Huitt-Zollars" for corner;
North 03 degrees 00 minutes 00 seconds East, a distance of 123.60 feet to a 5/8-inch
iron rod set with plastic cap stamped "Huitt-Zollars" at the beginning of a curve to the
right having a central angle of 67 degrees 13 minutes 54 seconds, a radius of 118.00
feet and being subtended by a 130.65-foot chord which bears North 36 degrees 36
minutes 52 seconds East;
Along said curve to the right, an arc distance of 138.46 feet to a 5/8-inch iron rod with
plastic cap stamped "Huitt-Zollars" at the point of reverse curvature of a curve to the left
raving a central angle of 45 degrees 35 minutes 56 seconds, a radius of 82.00 feet and
being subtended by a 63.55-foot chord which bears North 47 degrees 25 minutes 46
seconds East;
Along said curve to the left, an arc distance of 65.26 feet to a 5/8-inch iron rod with
plastic cap stamped "Huitt-Zollars" for corner;
South 75 degrees 54 minutes 37 seconds East, passing a 5/8-inch iron rod with plastic
cap stamped "Huitt-Zollars" found at the southwest corner of said drainage easement at
a distance of 9.38 feet and continuing along the southerly line of said drainage easement
for a total distance of 29.38 feet to the POINT OF BEGINNING, and containing 11,659
square feet or 0.2677 of an acre of land, more or less.
Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202),
North American Datum 1983 (2011). All distances are surface values and can be converted to
grid values by dividing by the combined scale factor of 1.00015539999.
A plat of even survey date herewith accompanies this property description.
For Huitt-Zollars,
Mitchell S. Pillar
Registered Professional Land Surveyor-
Texas Registration No. 5491
r.�> OF.
Huitt-Zo'llars, Inc.
�;�c,►sr���,-�
TBPELS Firm Registration No. 10025600
,cl�
5430 'LB.t' Freeway,Suite 1500
.................. ....
hTP Q IELL SACUN PI'LLA,?
Dallas, Texas 75240
(214) 871-33115
- ................
., 491
pillar(d.)huitt-zollars.com Date: March 23, 2026
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Page 2 of 3
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WALSH RANCH - QUAIL VALLEY - PLANNING AREA 5D
STORM WATER FACILITIES MAINTENANCE AGREEMENT
TRACT 2
LAND DESCRIPTION.
BEING a 0.1930-acre tract of land situated in the I. & G.N. Railroad Company Survey, Abstract
No. 1995, and being a portion of the 212.7-acre tract of land described in Special Warranty
Deed to Quail Valley Devco V, LLC as recorded in Document No. 202426155 of the Official
Public Records of Parker County, Texas (O.P.R.P.C.T.) and being more particularly described
by metes and bounds as follows:
COMMENCING at a 5/8-inch iron rod with plastic cap stamped "Huitt-Zollars" found at an
easterly corner of said 212.7-acre tract, said point also being a westerly corner of a 95.05-acre
tract of land described by Special 'Warranty ❑eed to Quail Valley Devco VIA, LLC, as recorded
in Document No. 202426163, O.P.R.P.C.T. and also being a northerly corner of a 44.49-acre
tract of land described in Special Warranty Deed to Quail Valley Devoe VIB; LLC as recorded in
Document No. 202426165, O-P.R.P.C.T. and the beginning of a curve to the left having a
central angle of 2 degrees 42 minutes 36 seconds, a radius of 1,174,00 feet and being
subtended by a 55.52-foot chord which bears South 69 degrees 08 minute 42 seconds West;
THENCE continuing along the southeasterly and easterly line of said 212.7-acre tract and
northwesterly and westerly line of said 44.49-acre tract the following courses:
Along said curve to the left, an arc distance of 55.53 feet to a 5/8-inch iron rod with
plastic cap stamped "Huitt-Zollars" found;
South 22 degrees 12 minutes 36 seconds East a distance of 74.19 feet to a 5/8-inch iron
rod with plastic cap stamped "Huitt-Zollars" found;
South 19 degrees 30 minutes 00 seconds 'East a distance of 210.00 feet to a 5/8-inch
iron rod with plastic cap stamped "Huitt-Zollars" found;
South 19 degrees 25 minutes 15 seconds East a distance of 59.65 feet to a 5/8-inch iron
rod with plastic cap stamped "Huitt-Zollars" found;
South 07 degrees 11 minutes 34 seconds East a distance of 61,35 feet to a 5/8-inch iron
rod with plastic cap stamped "Huitt-Zollars found;
South 06 degrees 42 minutes 16 seconds East a distance of 122.78 feet to a 5/8-inch
iron rod with plastic cap stamped "Huitt-Zollars'° found;
South 01 degree 35 minutes 32 seconds West a distance of 47-57 feet to a 5/8-inch iron
rod with plastic cap stamped "Huitt-Zolilars" found;
South 09 degrees 53 minutes 20 seconds 'West a distance of 122.78 feet to a 5/8-inch
iron rod with plastic cap stamped "Huitt-Zollars" found;
South 07 degrees 33 minutes 35 seconds West a distance of 48.77 feet to a 5/8-inch
iron rod with plastic cap stamped "Huitt-Zollars" found;
1:\Survey\30306100-Walsh Ranch\02-Quail Valley\PA5\05.115urvey110 CADD & BIM110.20 Legal Descriptions'\WR PA5D-SWFMA-TR_2-
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Page I of 4
WALSH RANCH - QUAIL VALLEY - PLANNING AREA 5D
STORM WATER FACILITIES MAINTENANCE AGREEMENT
TRACT 2
THENCE North 76 degrees 10 minutes 13 seconds West departing the easterly line of said
212.7-acre tract and continuing over and across said 212.7-acre tract, a distance of 318.09 feet
to a 5/8-inch iron rod with plastic cap stamped "Huitt-Zollars" set at the POINT OF BEGINNING
of this tract;
THENCE continuing over and across said 212.7-acre tract the following courses
North 72 degrees 43 minutes 58 seconds West a distance of 51.76 feet to a 5/8-inch iron
rod with plastic cap stamped "Huitt-Zollars" set;
North 14 degrees 09 minutes 01 seconds East, a distance of 5.22 feet to a 5/8-inch iron
rod set with plastic cap stamped "Huitt-Zollars" for corner at the beginning of a non -
tangent curve to the left having a central angle of 107 degrees 36 minutes 38 seconds, a
radius of 52.00 feet and being subtended by a 83.93-foot chord which bears North 14
degrees 43 minutes 11 seconds East;
Along said curve to the left, an arc distance of 97.66 feet to a 5/8-inch iron rod with
plastic cap stamped "Huitt-Zollars" set for corner;
North 14 degrees 43 minutes 11 seconds East a distance of 19.48 feet to a 5/8-inch iron
rod with plastic cap stamped "Huitt-Zollars° set at the beginning of a curve to the left
having a central angle of 21 degrees 56 minutes 44 seconds, a radius of 310.00 feet and
being subtended by a 118.01-foot chord which bears North 03 degrees 44 minutes 49
seconds East;
Along said curve to the left, an arc distance of 118.74 feet to a 5/8-inch iron rod with
plastic cap stamped "Huitt-Zollars" at the point of reverse curvature of a curve to the
right having a central angle of 9 degrees 38 minutes 34 seconds, a radius of 290.00 feet
and being subtended by a 48.75-foot chord which bears North 02 degrees 24 minutes 16
seconds West;
Along said curve to the right, an arc distance of 48.81 feet to a 5/8-inch iron rod with
plastic cap stamped "Huitt-Zollars" set;
North 02 degrees 25 minutes 01 second East, a distance of 51.87 feet to a 5/8-inch iron
rod set with plastic cap stamped"Huitt-Zollars" for corner;
North 73 degrees 13 minutes 19 seconds East a distance of 0.29 feet to a point for
corner;
South 13 degrees 15 minutes 54 seconds East a distance of 64.40 feet to a 5/8-inch iron
rod with plastic cap stamped "Huitt-Zollars" set for corner;
South 09 degrees 00 minutes 29 seconds East a distance of 48.03 feet to a 5/8-inch iron
rod with plastic cap stamped "Huitt-Zollars" set for corner;
South 05 degrees 18 minutes 24 seconds East a distance of 48.05 feet to a 5/8-inch iron
rod with plastic cap stamped "Huitt-Zollars" set for corner;
J:\Survey\30305100-Wa1sh Ranch'\02-Quail ValleylPAS\05.11 Survey\10CADD & BIMj10.20 Legal Descrlptioris\WR PASD-SWFMA-TR_2-
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Page 2 of 4
WALSH RANCH QUAIL VALLEY - PLANNING AREA 5D
STORM WATER FACILITIES MAINTENANCE AGREEMENT
TRACT 2
South 01 degree 26 minutes 06 seconds East a distance of 60.09 feet to a 5/8-inch iron
rod with plastic cap stamped "Huitt-Zollars" set for corner;
South 03 degrees 46 minutes 38 seconds West a distance of 60.09 feet to a 5/8-inch
iron rod with plastic cap stamped "Huitt-Zollars" set for corner;
South 07 degrees 38 minutes 55 seconds West a distance of 47.79 feet to a 5/8-inch
iron rod with plastic cap stamped "Huitt-Zollars° set for corner;
South 17 degrees 16 minutes 02 seconds West a distance of 14.09 feet to the POINT
OF BEGINNING, and containing 8,409 square feet or 0.1930 of an acre of land, more or
less.
Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202),
North American Datum 1983 (2011). All distances are surface values and can be converted to
grid values by dividing by the combined scale factor of 1.00015539999.
A plat of even survey date herewith accompanies this property description.
For Huitt-Zoll��Jn
Mitchel(S. Pillar
Registered Professional Land Surveyor"..
Texas Registration No. 5491
Y
,��:• •' �►`= ref;;
Huitt-Zollars, Inc.
TBPELS Firm Registration No. 10025600
Fc•,r
....:.... ... ........
5430 LBJ Freeway, Suite 1500
;q.......r���...... rair�.,,��
• •,I +..... a.....��
Dallas, Texas 75240
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(214) 871 -3311
}pillar@huitt-zollars.com Date: March 23, 2026
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Page 3 of 4
a 100 200 aaa
SCALE: V = 200" � �C
QUAIL VALLEY DEVCO V, LLC
DOC.# 202426155
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FACILITIES MAINTENANCE
AGREEMENT (Tract 2)
8,409 SQ, FT.
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For Hui1t-Zallars, I _ s
Mgchell S. Pinar
Registered Professional Land Surveyor
Texas Registration No. 5491
Huid-Zollars, Inc.
TBPELS Firm Registration No.10025600
5430 LBJ Freeway, Suite 1500
Dallas, Texas 75240
(214) 871-3311
pillarahlukt-xollars.00m Hate: Mardi 23, 2026
A tend desarloon of even date
hwvwth accompanies this exhlhit
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QUAIL VALLEY DEVCO VIA, LLC
DOC.# 202426163
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QUAIL VALLEY DEVCO VIB, LLC
DOC.# 202426165
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STORK{ WATER FACILITIES MAINTENANCE
AGREEMENT -"TRACT 2"
0.1930 ACRES
1. & G.N. RAt Company Surrey, Abstract No.1995
PARKER COUNTY, TEXAS
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LEGEND
•HZF ST IRON ROD FOUND WITH PiAS71C
CAP STAMPED 144Y74OLLARW
31dS SG' IRON ROD SET WITH PIASRC
CAP VAMPEO'HUfrT.ZOL1AFT
BASIS OF BEARING:
Baenngsare based on the Slate Pane Coordinate
System, Texas North Central Tana (4202) North
American Datum 1983 (2011)
HZ PROJECT NO.: R303061,41
DATE: March 23, 2026
SHEET 4 OF 4
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
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Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY
OPERATION AND MAINTENANCE PLAN
The only responsibility the City of Fort Worth has in the operation and maintenance of
this Facility is inspection.
General Maintenance Procedures
The structural and functional integrity of the Facility shall be maintained at all times by
removing and preventing drainage interference, obstructions, blockages, or other adverse
effects into, through, or out of the system.
Periodic silt removal shall occur when standing water conditions occur or the pond's
storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin
returned to original lines and grades shown on the approved engineering plans. In
addition, corrective measures are required any time a basin does not drain completely
within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in
basins designed for dry detention purposes.
Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary
to maintain proper operation of the basin. Disposal shall be in accordance with federal,
state and local regulations.
Detention facilities shall be mowed monthly between the months of April and October or
anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream storm sewer system a wire
mesh screen or similar screening device shall be installed over the outlet until final
acceptance.
4. PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log should
document the condition of the detention system's primary components, mowing,
and silt, litter and debris removal dates. Document aeration of the basin bottoms
and replanting to prevent the sealing of the basin bottom.
• Written maintenance and repair records shall be maintained by the party or
parties signing the attached Agreement and shall be provided to the City upon
request.
1
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT
INSPECTION
DATE
REPAIRS
REQUIRED
REPAIRS
MADE
NOTES
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
and
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
vegetation
Location of Erosion
Percent of vegetation
Condition of trash
guard
Location of Erosion
MAJOR
INSPECTIONS
Condition of
Stormwater Quality
Structure
Type of Stormwater
Quality Structure
Structure type and
Condition
Condition of Rip -Rap
Condition of filtration
system
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
FORT WORTH.
City Secretary's Office
Contract Routing & Transmittal Slip
Contractor's Name: Quail Valley Devco V, LLC
Subject of the Agreement: SWFMA Drainage Channel needed for new construction
M&C Approved by the Council? * Yes ❑ No M
If so, the M&C must be attached to the contract.
Is this an Amendment to an Existing contract? Yes ❑ No 0
If so, provide the original contract number and the amendment number.
Is the Contract "Permanent"? *Yes 0 No ❑
If unsure, see backpage for permanent contract listing.
Is this entire contract Confidential? *Yes ❑ No 0 If only specific information is
Confidential, please list what information is Confidential and the page it is located.
Effective Date:
If different from the approval date.
Expiration Date:
If applicable.
Is a 1295 Form required? * Yes ❑ No 21
*If so, please ensure it is attached to the approving M&C or attached to the contract.
Project Number: If applicable. SWFMA-26-0017
*Did you include a Text field on the contract to add the City Secretary Contract (CSC)
number? Yes 0 No ❑
Contracts need to be routed for CSO processing in the followingorder:
rder:
1. Katherine Cenicola (Approver)
2. Jannette S. Goodall (Signer)
3. Allison Tidwell (Form Filler)
*Indicates the information is required and if the information is not provided, the contract will be
returned to the department.