HomeMy WebLinkAbout065529 - Construction-Related - Contract - ACS DC Hicks Field Road, LLCDate Received: 7/16/2026
Time Received: 4 : 00 p.m.
Permit No.: SWFMA-26-0011
City Secretary No.: 65529
DRAINAGE CHANNEL
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 1 5th day of July
2026, by and between ACS DC Hicks Field Road, LLC, A Delaware limited
liability company acting by and through Howard Boville, its duly Authorized
Representative hereinafter referred to as "Landowner", 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
1.830 acres tract of land situated in Thomas B. Survey, Abstract No. 1497, Fort Worth,
Tarrant County, Texas and being out of Lot 1R, Block 1, of Saginaw Compressor Site,
recorded in Instrument No. D224163154, Plat Records of Tarrant County, Texas, and
according to the deed recorded in D225066891, Official Public Records, Tarrant 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 ACS Data Center, 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;
WHEREAS, the City and the Landowner, 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
OFFICIAL RECORD
CITY SECRETARY
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 1
Rev. 03/01/2022 BN FT. WORTH, TX
and assigns, 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, 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, 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, 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, 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
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
citizen complaints. The City shall provide the Landowner, 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, 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, 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 Tarrant County, Texas an affidavit identifying the property 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 AGREES TO HOLD THE CITY HARMLESS FROM
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE
AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND
THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
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 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 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 Tarrant County,
Texas, and shall constitute a covenant running with the land, and shall be
binding on the Landowner, its administrators, executors, assigns, heirs and any
other successors in interests, including any property owners association.
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
Executed this 15
day of July
CITY OF FORT WORTH
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: 07/15/2026
Approved as to Form and Legality:
Al. ke Vl1? Allp(P%f r //
M. Kevin Anders, II (Jul 14, 2026 20:24:43 CDT)
M. Kevin Anders, II
Assistant City Attorney II
City Attorney's Office
Date: 07/14/2026
ATTEST:
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Jannette S. Goodall
City Secretary
Date: 07/16/2026
2026.
LANDOWNER
ACS DC Hicks Field Road, LLC
a Delaware limited liability company
By: Vanguard PropCo 1, LLC
a Delaware limited liability
company
its governing person
By: Howard Boville
Its: Authorized Representative
Date: July 9, 2026
Contract Compliance Manager:
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.
Kandice Merrick
Planning Manager
Date: 07/14/2026
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
DRAINAGE CHANNEL MAINTENANCE AGREEMENT rJ
Rev. 03/01/2022 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on July 15, 2026 by
Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
Notary Public, State of Texas
TR Pt, KATKLFEN BRADFORD
Notary Public
r STATE CF TEXAS
Notary LI).12197197
aF MY Comm. EX . Apr. 12, 2027
LANDOWNER
STATE OF FLORIDA §
COUNTY OF MIAMI-DADE §
The foregoing instrument was acknowledged before me by means of [—] physical
presence or [ _] online notarization, this 9 day of July , 2026, by
Howard Boville, Authorized Representative for ACS DC Hicks Field Road, LLC, a
Delaware limited liability company.
Notarized online using audio -video communication technology
'�CNOig9�'t, Jacqueline Palacios
�,p` Electronic Notary Public
r State of Florida
n_ Commission #: HH 294184
} •........ 'o: Commission Expires: 101152026
h
Notary Public, State of Florida
[j Personally Known OR [j Produced Identification
Type of Identification Produced:
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BIN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
LEGEND GENERAL NOTES N
BOUNDARY LINE
--- ADJOINER LINE 1. BEARINGS BASED ON GPS OBSERVATIONS, TEXAS STATE PLANE COORDINATES,
NORTH CENTRAL ZONE 4202, NAD83-US.
EASEMENT LINE
• MONUMENT FOUND 0 50 100
P.O.B. POINT OF
BEGINNING
5/8" CAPPED IRON SCALE 1" = 100'
CIRS ROD SET STAMPED
"KFM"
CIRF CAPPED IRON ROD
FOUND
INST. NO. INSTRUMENT
NUMBER
VOL. PG. VOLUME PAGE
PLAT RECORDS,
P.R.T.C.T. TARRANT COUNTY,
TEXAS�CN�PM\11 OS 091
OFFICIAL O.P.R.T.C.T. RECORDS, PUBLIC S, TARRANT OMPs��PGC N
COUNTY, TEXAS �N PgS
N770
cn
CDENTION FACII ITY
pFtIVPTEDET475 P,22AI63154
LOT 1 R, BLOCK 1 zLOT 2, BLOCK 1
O INST F R? C1 SAGINAW COMPRESSOR SITE
SAGINAW COMPRESSOR SITE 0 m INST. NO. D224163154
INST.NO. D224163154 O.P.R.T.C.T.
P.R.T.C.T. CT c
1 °o
P.O.B.
79 Uasa.FTl
N 1/2" CIRF "CBG .
00 SURVEYING"
0 I �
10' WIDE SANITARY i
SEWER EASEMENT i
VOL. 1678 PG. 412
O.P.R.T.C.T. S77o 31, 5
I i 30' PERMANENT EASEMENT
BARNETT GATHERING, LP
CALLED 76.97 ACRES
INST. NO. D210013109 TRACT 1
D.R.T.C.T. ACS DC HICKS FIELD ROAD, LLC,
INST. NO. D225066891
O.P.R.T.C.T.
EXHIBIT A-1
1.830 ACRES OF LAND SITUATED IN
I<
FM
IN THE THOMAS BENJAMIN SURVEY
ABSTRACT NO. 1497,
TARRANT COUNTY, TEXAS
EN6INEERIN6 !r DE516N
3501 OLYMPUS BLVD., SUITE 100 PROJECT NO. DATE DRAWN BY REVIEW BY SCALE SHEET
DALLAS, TEXAS 75019 010256002 03/31/2026 SDH JWH 1"=100' 1 OF 2
PHONE: (469) 899-0536 REVISION DATE DESCRIPTION
TBPE #: F-20821 TBPELS #: 10194934
DESCRIPTION
BEING 1.830 ACRES OF LAND MORE OR LESS SITUATED IN THE THOMAS B. SURVEY, ABSTRACT NO. 1497, IN TARRANT COUNTY,
TEXAS, AND BEING OUT OF LOT 1R, BLOCK 1, OF SAGINAW COMPRESSOR SITE, RECORDED IN INSTRUMENT NO. D224163154,
PLAT RECORDS OF TARRANT COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT A 1/2-INCH IRON ROD WITH PLASTIC CAP STAMPED "CBG SURVEYING" FOUND AT THE SOUTHEAST CORNER OF
SAID LOT 1 R, BLOCK 1, SAME BEING THE SOUTHWEST CORNER OF LOT 2, BLOCK 1, SAGINAW COMPRESSOR SITE, RECORDED
IN INSTRUMENT NO. D224163154 (P.R.T.C.T.) AND BEING IN THE NORTH LINE OF A CALLED 76.97 ACRE TRACT OF LAND
DESCRIBED AS TRACT 1 IN THE DEED TO ACS DC HICKS FIELD ROAD, LLC, RECORDED IN INSTRUMENT NO. D225066891,
O.P.R.T.C.T.;
THENCE, SOUTH 77°31'57" WEST, ALONG THE SOUTH LINE OF SAID LOT 1 R, BLOCK 1, SAME BEING THE NORTH LINE OF SAID
76.97 ACRE TRACT, A DISTANCE OF 285.00 FEET TO A POINT;
THENCE CROSSING THROUGH SAID LOT 1R, BLOCK 1, THE FOLLOWING COURSES AND DISTANCES:
1. NORTH 01 °24'44" WEST, A DISTANCE OF 285.00 FEET TO A POINT;
2. NORTH 77°31'57" EAST, A DISTANCE OF 285.00 FEET TO A POINT IN THE EAST LINE OF SAID LOT 1 R, BLOCK 1, SAME
BEING THE WEST LINE OF SAID LOT 2, BLOCK 1;
THENCE, SOUTH 01°24'44" EAST, ALONG THE EAST LINE OF SAID 2LOT 1R, BLOCK 1, SAME BEING THE WEST LINE OF SAID LOT
2, BLOCK 1, A DISTANCE OF 285.00 FEET TO THE POINT OF BEGINNING CONTAINING 1.830 ACRES (79,718 SQUARE FEET) OF
LAND, MORE OR LESS.
SURVEYORS STATEMENT
I, ROBERT GLEN MALOY, CERTIFY THAT THIS SURVEY IS BASED ON AN ON THE GROUND SURVEY AND
WAS PREPARED UNDER MY DIRECT SUPERVISION. FIELD WORK COMPLETED ON MAY 9TH, 2025.
ROBERT GLEN MALOY, RPLS V DATE:03/31/2026
TEXAS REGISTRATION NO. 6028
KFM ENGINEERING & DESIGN, LLC
3501 OLYMPUS BLVD., SUITE 100
DALLAS, TEXAS 75019
I<FM
EN6INEERIN6 !r DE516N
3501 OLYMPUS BLVD., SUITE 100
DALLAS, TEXAS 75019
PHONE: (469) 899-0536
TBPE #: F-20821 TBPELS #: 10194934
EXHIBIT A-1
1.830 ACRES OF LAND SITUATED IN
IN THE THOMAS BENJAMIN SURVEY
ABSTRACT NO. 1497,
TARRANT COUNTY, TEXAS
PROJECT NO. DATE DRAWN BY REVIEW BY SCALE SHEET
010256002 03/31/2026 SDH JWH 1"=100' 2 OF 2
REVISION DATE DESCRIPTION
LEGEND
BOUNDARY LINE
----
ADJOINER LINE
EASEMENT LINE
•
MONUMENTFOUND
POINT OF
P.O.B.
BEGINNING
5/8" CAPPED IRON
CIRS
ROD SET STAMPED
"KFM"
CAPPED IRON ROD
CIRF
FOUND
INSTRUMENT
INST. NO.
NUMBER
VOL. PG.
VOLUME PAGE
PLAT RECORDS,
P.R.T.C.T. TARRANT COUNTY,
TEXAS
OFFICIAL PUBLIC
O.P.R.T.C.T. RECORDS, TARRANT
COUNTY, TEXAS
pETENTION FACIk-kTY
pRIV FTE -7 N22 163154
INST. P RT CT.
LOT 1R, BLOCK 1
SAG I NAW
COMPRESSOR SITE
INST.NO. D224163154
P.R.T.C.T.
N77° 31' 57"E - 52
10' WIDE SANITARY P.O.B.
SEWER EASEMENT
VOL. 1678 PG. 412 L4 i
O.P.R.T.C.T. i
i
� / J
30' PERMANENT EASEMENT
BARNETT GATHERING, LP
INST. NO. D210013109
D.R.T.C.T.
J�
J�A
NN
co
C' �
I<FM
EN6INEERIN6 G DE516N
3501 OLYMPUS BLVD., SUITE 100
DALLAS, TEXAS 75019
PHONE: (469) 899-0536
TBPE #: F-20821 TBPELS #: 10194934
GENERAL NOTES
1. BEARINGS BASED ON GPS OBSERVATIONS: TEXAS STATE PLANE COORDINATES,
NORTH CENTRAL ZONE 4202, NAD83-US.
LINE TABLE
LINE #
BEARING
LENGTH
L1
S12° 31' 43"E
31.87
L2
S57° 29' 48"E
43.56
L3
N 16° 21' 58"W
89.80
L4
N77° 31' 57"E
106.14
N
0 50 100
SCALE 1" = 100'
LOT 2, BLOCK 1
SAGINAW COMPRESSOR SITE
INST. NO. D224163154
O.P.R.T.C.T. I i
i
N
� �
F
i
LV
<2
G
SFtVEy1NG
W
�N77
z
01�
TRACT 2
2.118 ACRES
(92,257 SQ. FT.) U
H
Q
S82° 27, 50,,W - 733.23'
CALLED 76.97 ACRES
TRACT 1
ACS DC HICKS FIELD ROAD, LLC,
INST. NO. D225066891
O.P.R.T.C.T.
EXHIBIT A-2
2.118 ACRES OF LAND SITUATED IN
IN THE THOMAS BENJAMIN SURVEY
ABSTRACT NO. 1497,
TARRANT COUNTY, TEXAS
PROJECT NO. DATE DRAWN BY REVIEW BY SCALE SHEET
010256002 03/31/2026 SDH JWH 1"=100' 1 OF 3
REVISION DATE DESCRIPTION
LEGEND N
GENERAL NOTES
BOUNDARY LINE
---- ADJOINER LINE 1BEARINGS BASED ON GPS OBSERVATIONS: TEXAS STATE PLANE COORDINATES,
NORTH CENTRAL ZONE 4202, NAD83-US.
EASEMENT LINE
• MONUMENT FOUND 0 50 100
P.O.B. POINT OF
BEGINNING SCALE 1" = 100'
5/8" CAPPED IRON
CIRS ROD SET STAMPED
"KFM"
CAPPED IRON ROD
CIRF FOUND
i 1
INST. NO. INSTRUMENT
NUMBER LOT 2, BLOCK 1
VOL. PG. VOLUME PAGE SAGINAW COMPRESSOR SITE
INST. NO. D224163154 V1
PLAT RECORDS, O.P.R.T.C.T. C1�vTY
P.R.T.C.T. TARRANT COUNTY, TENT�ON FA
TEXAS PR1V2.40 1 TEOE C T 1
Ag163154
OFFICIAL PUBLIC N0.022
O.P.R.T.C.T. RECORDS, TARRANT 1 1NS� P RT G? IPF 1
COUNTY, TEXAS
i
30' PERMANENT EASEMENT
BARNETT GATHERING, LP
DOC. NO. D210013109
D.R.T.C.T.
0 52,E _ 646.28 0
N80 p6 TRACT 2
CO-
uj \ 2.118 ACRES m
\ (92,257 SQ. FT.)
N
Z \ 0 44 16"WJ�J�
S76
\ 10' WIDE SANITARY
Q CALLED 76.97 ACRES SEWER EASEMENT
TRACT 1 VOL. 1678 PG. 412 5�Q-P
ACS DC HICKS FIELD ROAD, LLC, O.P.R.T.C.T. �P 0�
INST. NO. D225066891
O.P.R.T.C.T. \
I \
I \
I \
I \ �
EXHIBIT A-2
2.118 ACRES OF LAND SITUATED IN
I<
FM
IN THE THOMAS BENJAMIN SURVEY
ABSTRACT NO. 1497,
TARRANT COUNTY, TEXAS
EN6INEERIN6 !r DE516N
3501 OLYMPUS BLVD., SUITE 100 kPROJECT NO. DATE DRAWN BY REVIEW BY SCALE SHEET
DALLAS, TEXAS 75019 10256002 03/31/2026 SDH JWH 1"=100' 2 OF 3
PHONE: (469) 899-0536 REVISION DATE DESCRIPTION
TBPE #: F-20821 TBPELS #: 10194934
nFSCRIPTInN
BEING 2.118 ACRES OF LAND MORE OR LESS SITUATED IN THE THOMAS B. SURVEY, ABSTRACT NO. 1497, IN TARRANT COUNTY,
TEXAS, AND BEING A PORTION OF A CALLED 76.97 ACRE TRACT OF LAND DESCRIBED AS TRACT 1 IN THE DEED TO ACS DC
HICKS FIELD ROAD, LLC, RECORDED IN INSTRUMENT NO. D225066891, OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TEXAS
(O.P.R.T.C.T.);
BEGINNING AT A POINT IN THE NORTH LINE OF 76.97 ACRE TRACT, SAME BEING THE SOUTH LINE OF LOT 1 R, BLOCK 1, OF
SAGINAW COMPRESSOR SITE, RECORDED IN INSTRUMENT NO. D224163154, PLAT RECORDS OF TARRANT COUNTY, TEXAS,
FROM WHICH A 1/2-INCH IRON ROD WITH PLASTIC CAP STAMPED "CBG SURVEYING" FOUND BEARS NORTH 77°31'57" EAST, A
DISTANCE OF 52.77 FEET;
THENCE CROSSING THROUGH SAID 76.97 ACRE TRACT THE FOLLOWING COURSES AND DISTANCES:
SOUTH 12°31'43" EAST, A DISTANCE OF 31.87 FEET TO A POINT;
2. NORTH 77'30'18" EAST, A DISTANCE OF 379.68 FEET TO A POINT;
3. SOUTH 57°29'48" EAST, A DISTANCE OF 43.56 FEET TO A POINT;
4. NORTH 80°06'52" EAST, A DISTANCE OF 646.25 FEET TO A POINT;
5. SOUTH 09°54'08" EAST, A DISTANCE OF 70.00 FEET TO A POINT
6. SOUTH 78°44'16" WEST, A DISTANCE OF 422.61 FEET TO A POINT;
7. SOUTH 82°27'50" WEST, A DISTANCE OF 733.23 FEET TO A POINT;
8. NORTH 16°21'58" WEST, A DISTANCE OF 89.80 FEET TO A POINT;
THENCE, NORTH 77°31'57" EAST, ALONG THE NORTH LINE OF SAID 76.97 ACRE TRACT, SAME BEING SAID SOUTH LINE OF SAID
20.311 ACRE TRACT; A DISTANCE OF 106.14 TO THE POINT OF BEGINNING CONTAINING 2.118 ACRES (92,257 SQUARE FEET) OF
LAND, MORE OR LESS.
SURVEYORS STATEMENT
I, ROBERT GLEN MALOY, CERTIFY THAT THIS SURVEY IS BASED ON AN ON THE GROUND SURVEY AND
WAS PREPARED UNDER MY DIRECT SUPERVISION. FIELD WORK COMPLETED ON MAY 9TH, 2025.
ROBERT GLEN MALOY, RPLS
TEXAS REGISTRATION NO. 6028
KFM ENGINEERING & DESIGN, LLC
3501 OLYMPUS BLVD., SUITE 100
DALLAS, TEXAS 75019
I<FM
EN6INEERIN6 !r DE516N
3501 OLYMPUS BLVD., SUITE 100
DALLAS, TEXAS 75019
PHONE: (469) 899-0536
TBPE #: F-20821 TBPELS #: 10194934
DATE: 03/31 /2026
EXHIBIT A-2
2.118 ACRES OF LAND SITUATED IN
IN THE THOMAS BENJAMIN SURVEY
ABSTRACT NO. 1497,
TARRANT COUNTY, TEXAS
PROJECT NO. DATE DRAWN BY REVIEW BY SCALE SHEET
010256002 03/31/2026 SDH JWH 1"=100' 3 OF 3
REVISION DATE DESCRIPTION
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
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NOTES TO DESIGNER
DESIGNER IS REQUIRED TO PROVIDE A DESIGN
SPECIFIC TO THE SITE INCLUDING: THICKNESS OF
RIPRAP, SIZE OF BARS AND SPACING FOR
REINFORCEMENT. #3 BARS
DEPTH AS SPECIFIED
IN THE DRAWINGS
#3 BARS ® 18"
CENTERS BOTH #3 BARS @ 18"
WAYS (TYP.) 3 —{ CENTERS BOTH
WAYS (TYP.)
4"
}
6" MIN. 4" 1'-2"
(TYP.)
4" � � PERMISSIBLE
CONSTRUCTION JOINT
BOTTOM WIDTH
' AS INDICATED IN 1 RE: 32 13 13—D511
THE DRAWINGS 36" #3 BARS
18" CENTERS
9„
SLOPE UNLESS
OTHERWISE INDICATED
IN THE DRAWINGS
CONCRETE SHALL HAVE A
4,000 PSI COMPRESSIVE 2 s
•'
STRENGTH AT 28—DAYS PER 1 •
CHANNEL
SECTION 31 37 00 AND 03 �'
30 DO UNLESS OTHERWISE <: "
INDICATED IN THE DRAWINGS
I y`
2'
1/4" PER FOOT
1/4" PER FOOT
1
e'4
}
CRUSHED ROCK
PER SECTION
33 05 10
6" MIN.
1 2" SCH 40 PVC
LIMITS OF
(TYP.)
CUT FLUSH AS t
FILTER FABRIC
SHOWN ®2S
AND ROCKS
6" MIN. CRUSHED ROCK
CENTERS 2" MIN.
PER SECTION 33 05 10
PROJECTION 4' PERFORATED
WITH CONTINUOUS
CONTINUOUS SCH 40 PVC
FILTER FABRIC UNLESS
FILTER FABRIC (BOTH SIDES TYP.)
OTHERWISE INDICATED
IN THE DRAWINGS
NOTE:
1. RIPRAP SHALL BE FORMED ON UNDISTURBED SOIL CUT TO GRADE
UNLESS OTHERWISE INDICATED IN THE DRAWINGS.
2. IF RIPRAP IS INDICATED TO BE PLACED ON FILL IN THE DRAWINGS,
ALL FILL SHALL BE PLACED ON BENCHES CUT IN UNDISTURBED SOIL
AND FILLED IN 8" LOOSE LIFTS, EACH COMPACTED TO 95% STANDARD
PROCTOR DENSITY. ONCE COMPACTED, THE FILL SHALL BE CUT TO
GRADE.
3. TRANSVERSE EXPANSION JOINTS PER 32 13 13—D513 SHALL BE
LOCATED AT 100' CENTERS OR LESS.
4. CRUSHED ROCK SHALL BE COVERED WITH STAKED BURLAP OR OTHER
SUITABLE MEANS APPROVED BY THE INSPECTOR TO HOLD IN PLACE
WHILE CONCRETE IS BEING PLACED.
FORT WORTH CITY OF FORT WORTH, TEXAS REVISED: 05-22-2015
REINFORCED CONCRETE RIPRAP 31 37 00-D419
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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.
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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 13
Rev. 03/01/2022 BN
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
Structure type and
Condition
Condition of Rip -Rap
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
STORMWATER FACILITY MAINTENANCE AGREEMENT 14
Rev. 03/01/2022 BN
Evidence of Aquatic
life
Condition of Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT 15
Rev. 03/01/2022 BN
FORT WORTH.
City Secretary's Office
Contract Routing & Transmittal Slip
Contractor's Name: ACS DC Hicks Field Road, LLC
Subject of the Agreement: Drainage Channel Agreement 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 ED
*If so, please ensure it is attached to the approving M&C or attached to the contract.
Project Number: If applicable. SWFMA-26-0011
*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.