HomeMy WebLinkAboutContract 63530Date Received: 6/25/2025
Time Received: 4 : 38 p.m.
Permit No.: SWFMA-25-0037
City secretary No.: 63530
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 25th day of June
2025, by and between Crowlev Independent School District, a Texas nonprofit
corporation, acting by and through Mr. Randy Reaves, its duly authorized Chief
Operations Officer, 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
tract of land situated in the John Sise Survey, Abstract No. 1434, Tarrant County, Texas
according to the deed recorded in Document No. D206387276, Deed 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 Crowlev Indoor/Outdoor Track
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 Stormwater Management Facilities be constructed and maintained on a portion
of the Property; and
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
WHEREAS, the City requires that on -site Stormwater Management Facilities
("Facility") as shown on the Plan be constructed and adequately maintained by the
Landowner, its successors and assigns, the location and dimensions of which is shown and
more particularly described by metes and bounds in the attached Exhibit "Al, A2, and
AY ("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 Stormwater Management 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 Stormwater Facility
includes all pipes, channels or other conveyances built to convey Stormwater
to the facility, as well as all structures, improvements, and vegetation provided
to control the quantity and quality of the Stormwater. Adequate maintenance is
herein defined as good working condition so that these facilities are performing
their design functions. The Stormwater 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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
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
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 as specified herein, 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
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
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
EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION
WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE
FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE
ABOVE FACILITY PROPERTY TO MAINTAIN THE FACILITY,
INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF
THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TO (4) FLOODING OF THE POND AND ITS
BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3)
FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A
MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA
TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS
HEREUNDER.
7. Landowner covenants and agrees that no habitable building shall be erected
within the boundaries of the Property in which the Facility is located as
outlined on Exhibit "Al, A2, and AY' but this paragraph shall not preclude
construction of other improvements within the boundaries of the Property in
which the Facility is located, which do not impede drainage. Landowner
covenants and agrees that no habitable building shall be erected on the above
property abutting such boundaries of the Property in which is Facility is
located, 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, 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 owner's association.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
Executed this 25th day of June 2025.
CITY OF FORT WORTH LANDOWNER
Crowley Independent School District
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: 06/25/2025
Approved as to Form and Legality:
M. keol Aiv(ei-s, //
M. Kevin Anders, II (Jun 25, 2025 08:47 CDT)
M. Kevin Anders, II
City Assistant Attorney
City Attorney's Office
Date: 06/25/2025
By: Ran aver
Its: Chief Operations Officer
Date: fo 12- K 17-0 2,6--
f
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
requir��em//ents.
ui,
Rebecca Owen (Jun 25, 2025 08:59 CDT)
4 9 aQ, Rebecca Owen
ATTEST' p��OF foRt��9�0 Planning Manager
~° 06/25/2025
o°=d
Date;
C(,) �� ad4Il °E4p5go
Jannette S. Goodall
City Secretary
Date: 06/25/2025
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 5
Rev. 03/01/2022 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on June 25th, 2025 by
Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth. &a&,
Notary Pub] ic, State of Texas
osPRva�a KATKLEEN BRANORD
i Notary Public
®+ STATE OF TEXAS
9�OFP Notary I.D. 12197197
My Comm. Exp. Apr. 12, 2027
LANDOWNER
STATE OF �� X4-�S §
COUNTY OF��-1Y R P �J §
r BEFORE ME, the undersigned authority, a Notary Public in and for the State of
1 CX6�15 , on this day personally appeared
(name), C H I CF G P f-rA I O NI S ONTO C(=JC. (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 Now( E\� (entity), a
I NDOI N-1k,N I 7VT1 KIC-r(entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this o-)4 day
of <� J l� C , 20 Z� .
BRENDA S. DEAN Nita Public, State of
_,���,�,�yy°�': Notary Public, State of Texas
•;�:�I Comm. Expires 05-08-2027
Notary ID 130220223
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev. 03tOi/2022 BN
EXHIBIT "Al, A2, AN'
LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
EXHIBIT "A-V
"STORM WATER FACILITY
MAINTENANCE EASEMENT"
BEING 5,371 acres of land situated inthe Charles Martin Survey, Abstract No.1022, Tarrant
County, Texas, and being a portion of the remainder tract of land described in deed to
Crowley Independent School District (Crowley I.S.D.), recorded in Instrument No.
D206387276, Deed Records of Tarrant County, Texas (D.R.T.C.T.), and being more
particularly described by metes and bounds as follows:
COMMENCING from a 5/8 inch capped iron rod stamped "TNP" recovered in the south
Right -of -Way (R-O-W) line of W. Risinger Road (variable width R-O-W), for the northwest
comer of said Crowley I.S.D. tract, and for the northeast comer of a tract of land described
in deed to Bloomfield Homes L.P., recorded in Instrument No. D220347026, D.R.T.C.T.;
THENCE S 21°08'06" W, along the west line of said Crowley I.S.D. tract and the east
line of said Bloomfield Homes tract, a distance of 830.50 feet, from which a 5/9 inch
capped iron rod stamped "TNP" recovered in the west line of said Crowley I.S.D. tract,
for the southeast corner of said Bloomfield Homes tract, and for the northeast corner of
a tract of land described in deed to Fort Worth Deer Creek, L.P., recorded in Instrument
No. D206387283, D.R.T.C.T. bears S 21°08'06" W, 591.88 feet;
THENCE S 68051'54" E, over and across said Crowley I.S.D. tract, a distance of 181.58
feet to a 3/8 inch capped iron rod stamped "TNP INC ESMT" set (hereinafter all 3/8 inch
capped iron rods set are marked "TNP INC ESMT") for the POINT OF BEGINNING of
the hereinafter described tract of land;
THENCE continuing over and across said Crowley I.S.D. tract the following courses and
distances:
N 47' 1 T36" E, a distance of 185.86 feet to a 318 inch iron rod set;
S 86°3751" B, a distance of 165.92 feet;
N 81 °21'08" E, a distance of 117.48 feet;
N 63'08'16" E, a distance of 86.02 feet;
N 21°36'33" E, a distance of 95.91 feet;
N 74°39'16" E, a distance of 80,97 feet;
S 52°48'50" E, a distance of 133.44 feet to to a 318 inch iron rod set;
S 00°00'00" E, a distance of 328.38 feet to the beginning of a curve to the right
with a radius of 49.50 feet, and a long chord that bears S 45°00'00" W, 70.00
feet;
Along said curve to the right in a southwesterly direction, through a central angle
of 90°00'00", an arc length of 77.75 feet;
N 90°00'00" W, a distance of 634.97 feet to a 3/8 inch iron rod set;
N 26°37'13" W, a distance of 85.65 feet;
Sheet 1 of 3
VI,K 24237
THENCE N 04°46'02° E, continuing over and across said Crowley I.S.D. tract, a
distance of 98.71 feet to the POINT OF BEGINNING and containing 233,950 square
feet or 5.371 acres of land.
THERQM,W.• SIAiS ••,
_ ❑ate: une 18, 2025 ••y""'•" " ••• '• •Y••
Theron W. 5ims, R.P.L.S po 5867 �rf'
Texas Registration No. 5887 �4''tisst4•''pQ
Np SUR`t��
Surveyed on the ground : June 18, 2025
1. Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983
(North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra's Continuously
Operating Reference Stations (COBS) via Real Time Kinematic (RTK) methods. An average
Combination Factor of 1.0001299130 was used to scale grid coordinates and distances to
surface.
2. Integral parts of this survey:
A-1. Legal Description & Sketch
Sheet 2 of 3
VLK 24237
W. RISINGER ROAD (C.R. 1078)
(VARIABLE WIDTH RICHT—OF—WAY) P d C
5/8• CfRR
II (TNP)
` PROPOSED RIGHT-OF-WAY SCALE 1"=100'
r
f
0
h
0
SLGOMFIELD HOMES, L.P. �I CROWLEY
INST# D220347026 A.,I.S.D.
, .
0.R.T.C.T lNST# DZD6 LS.D.
357276
(TRACT 2) Alo D.R.T.C.T.
q� (REMAINDER TRACT)
�N
j.
POB
Y �,�
UgVE �� '�~ 14
RIN2 II
ALSMN�1p2All
CARWarz FacOrYA�S. M,NNANCE °'Jl EASEMENT
(233,950 S.F.
OR 5.371 ACRES)
h >. C 1
L10
ro
CaI
O�
LINE TABLE 1 I LINE TABLE 1
LINE # DIRECTION i LENGTH LINE # DIRECTION LENGTH
/ I Lt S68"51'54"E 1181.58' L7 N74'39'16"E 80.97' i
L2 N47'13'36"E 1185.86' I L8 S52'48'50"E 133.44' l
\-s/e" CIRF I L3 I S86'37'51"E 165.92' I L9 S00'00'00"E 328,38' l
' (TNP) I L4 N81"21'08"E 117,48' I I L10 N90'00'00"W 634.97' l
1-5 N63'08'16" E 86.02' I I 1-1 1 N26'37' 13"W 85.65'
/ I FORT WORTH L6 N21'36'33"E 95.91' I I L12 N04'46'02"E 98.71' l
DEER GREEK. L.P. I
INST.# 0206387283 I CURVE TABLE
D.R.T.C.T.
CUE# 177.75' 149 50 ' 90'00 00" I CHORD
RG CHORD
SS W00W
G1170 00'
NOTES:
1) 8earings of lines shown hereon refer to Grid North of the Texas Coordinate
System of 1983 (North Central Zone: NA083(2011) 2010.00) as derived locally
from Ai€terra Control's Continuously operoling Reference Stations (CONS) via Real
Time Kinematic lRTK) methods. An average Combination Factor of 1.G001299130
4.3 ueed to scoe surface Coordinates and distances to surface. EXHIBIT
�l A _ j rr
2) Integral ports of this surveys 1iX IBI 1 .A I
Legal Description do Sketch STORM WATER FACILITY
3) unless•atherwise noiedith cap stamped 'FNP INC ESMT"
MAINTENANCE EASEMENT
0 F Situated in the Charles Martin Survey, Abstract No. 1, Tarrant
jj J 4E'.• s t'' TF County, Texas, and a portion of a remainder tract of land described
1 P• r1 R''•'.h
indeed to Crowley I.S.D., recorded in Instrument No. T)206387276,
j Deed Records, Tarrant County, Texas
THERON W. SIMS, R.P.L.S " '""" "'""""" ! r
iHERON W. SiMS
TEXAS REGISTRATION N0. 887 ,�•.••�ss..........;.• teague null 8 parkins
9 7 ' — N. Rive,side Drive, Svire 100
DATE: JUNE 18, 2025 { ..
aFt� 'Q� Fart Wodh, T.-76137
SURVEYED ON THE GROUND
npw 817.33&5777 h 817.333.775&fx
JUNE 18, 2025 SURvinpinc—jTBPLSR.gklroli- No. 100111-00
`
SHEET 3 OF .3
TlPraieela�YLN2t•237Sur-CTOleediaurveylEa�menra\Dra��ov Esmlp.d+e
EXHIBIT "A-2"
"STORM WATER FACILITY
MAINTENANCE EASEMENT"
BEING 8.815 acres of land situated in the John Sise Survey, Abstract No. 1434, City of Fort
Worth, Tarrant County, Texas, and being a portion of the remainder tract of land described
in deed to Crowley Independent School District (Crowley LS.D.), recorded in Instrument No.
D206387276, Deed Records of Tarrant County, Texas (D.R.T.C.T.), and a portion of Lot 1,
Block 1, Crowley 1SD Addition, an addition to the City of Fort Worth, Tarrant County,
Texas, recorded in Instrument No. D222169241, Plat Records of Tarrant County, Texas
(P.R.T.C.T.), and being more particularly described by metes and bounds as follows:
COMMENCING from a 5/8 inch capped iron rod stamped "TNP" recovered in the south
Right -of -Way (R-O-W) line of W. Risinger Road (variable width R-O-W), in the west
R-O-W line of Hemphill Street (100 feet wide R-O-W), as shown in the plat recorded in
Cabinet A, Slide 12602, P.R.T.C.T., and the northeast corner of said Crowley I.S.D. tract,
from which a 5/8 inch capped iron rod recovered for the southeast corner of said Crowley
C.S.D. tract, the northeast corner of said Lot 1, and in the west R-O-W line of said Hemphill
Street bears
S 00° 11'05" E, 699.76 feet;
THENCE S 89°55'22" W, along the south R-O-W line of said W. Risinger Road and the
north Line of said Crowley I.S.D. tract, a distance of 943.48 feet;
THENCE S 00'04'38" E, over and across said Crowley I.S.D. tract, a distance of 55.00
feet to the POINT OF BEGINNING of the hereinafter described tract of land;
THENCE over and across said Crowley I.S.D. tract and said Lot I the following courses
and distances:
S 00'15'32" E, a distance of 141.34 feet;
S 33°58'50" E, a distance of 179.82 feet to a 3/8 inch capped iron rod stamped
"TNP INC ESMT" set (hereinafter all 3/8 inch capped iron rods set are marked "TNP
INC ESMT");
N 89024'34" E, a distance of 747.38 feet to a 3/8 inch iron rod set;
S 00°00'00" E, passing at 360.74 feet the south line of said Crowley I.S.D. tract
and the north line of said Lot 1, in all a total distance of 392.18 feet to a 3/8 inch
iron rod set;
S 63°08'22" W, a distance of 204.59 feet;
S 42'11'35" W, a distance of 25.00 feet;
S 499 5'10" E, a distance of 3 80.4 1. feet to the west line of said Hemphill Street,
the east line of said Lot 1, and at the beginning of a curve to the right with a radius
of 2444.50 feet, and a long chord that bears S 04°43' 16" W, 24.63 feet;
Along said curve to the right in a southerly direction, through a central angle of
0°34'38", an are length of 24.63 feet;
N 49°35' 10" W, a distance of 395.40 feet;
S 42*11'35" W, a distance of 142.13 feet;
N 90°00'00" W, a distance of 152.36 feet;
N 00000'00" E, passing at 262.53 feet the north line of said Lot I and the south
line of said Crowley I.S.D. tract, in all a total distance of 274.17 feet to the
Sheet 1 of 3
VLK 24237
beginning of a curve to the left with a radius of 44.50 feet, and a long chord that
bears N 45°00'00" W, 62.93 feet;
Along said curve to the left in a northwesterly direction, through a central angle
of 90°00'00", an are length 69.90 feet;
N 90°00'00" W, a distance of 311.77 feet to a 318 inch iron rod set;
N 00°05' S7" W, a distance of 257.54 feet;
N 33°58'50" W, a distance of 197.61 feet;
N 00'15'32" W, a distance of 165.84 feet
THENCE N 89°55'22" E, continuing over and across said Crowley I.S.D. tract, a
distance of 80.00 feet to the POINT OF BEGINNING and containing 383,977 square
feet or 8.815 acres of land.
I �.—' ^te: June 18, 2025 • ,TMERDN W.�SIMS
.....................
Theron W, Sims, R.P.L`,s' 5ag7
Texas Registration No. 58 C;90�r_ o?r_<
s U R
Surveyed on the ground June 18. 2025
1. Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983
(North Central Zone; NAD83(2011) 2010,00) as derived locally from Allterra's Continuously
Operating Reference Stations (COBS) via Real Time Kinematic (RTK) methods. An average
Combination Factor of 1.0001299130 was used to scale grid coordinates and distances to
surface.
2. Integral parts of this survey:
A-2. Legal Description & Sketch
Sheet 2 of 3
VLK 24237
r
W. RISINGER ROAD (C.R. 1078)
(VARIABLE WIDTH RIGHT—OF—WAY) POC
5/B" CiRR
mp.
1-- — S89'55'22"W, 943.48' — —
J PROPOSED RIGHT—OF—WAYS
i L13
is
Nt [� POB CROWLEY INDEPENDENT r- �
SCALE 1"=200'
SXSE StIF
.VEY
i�3�
Ja AST. NO.
SCHOOL DISTRICT
rn
INSTJ D206387276
D. R. L C. T.
tl
(REMAINDER TRACT)
o
....'
N89"24'34"E, 747.38'
o
o
[
�tv
I
DRAINAGE FACILITY
f v.. ..'::.r EASEMENT
Taw]
Ce $ R
......
a[ (8.815 ACRES
...:..:..:.......
to
pia
f
.............................................................
:..'.:.:.
:__
—......_...'...........�.
a9
Q
C2� 11 &4
tn
q" o
[
37 44
[ y'4 '5/B" rR
f L5 RECOVERED
U
C
N/rH CAP
STAMPED
LOT 1, BLK. 7
CROWLEY 150 ADDITION
[
�. \ S 7NP
[
j��
�y p
INST #D222169241
_
ti S.Tr7•
510.
P. R. T. C. T.
77
�19 S +tF
5r0, f
Cl
CURVE TABLE
CURVE#
LENGTH RADIUS DELTA CHORD
BEARING
CHORD
C1
24.63' 2444.50' 0'34'38"
SO4'43'16"W
24.63' J
1
C2
69.90' 44.50' 90'00'00"
N45'00'00"W
62.93'
LINE TABLE I I
LINE TABLE
i f
LINE #
DIRECTION LENGTH LINE #
DIRECTION
LENGTH
L1
SOO'04'38"E 55,00' L7
N90'00'00"W
152.36'
L2
SOO*15'32"E 141.34' I LB
NOO-00'00"E
274.17'
L3
S33'58'50"E 179.82' I L9
N90'00'00"W
311.77'
L4
S63'08'22"W 204.59' ` I L10
NOO'05'57"W
257.54'
L5
S42-11'35"W 25.00' I L11
N33'58'50"W
197.61'
L6
S42'i1'35"W 142.13 I L12
NOO'15'32'W
165.84'
' L13
N89'55'22"E
80.00'
NO7ES:
1) Bearings of lines shown hereon refer to Grid North of the Texas Coordinate
System of 19133 (North Central Zone; NAD83(2011) 2010.00) as derived locally
from Allterra Centrnl's Continuously Operating Reference Stations (CGRS) via Real
Time Kinematic (RTK) methods. An average Combination Factor of 1.0001209130
was used to scale s9rinae coordinates and distances to surface.
2) Integral parts of this survey:
A-2- Legal Description & Sketch
3) H is 3/8' iron rod set with cap stamped "TNP INC ESWT'
unless otherwise noted
THERON W. SIMS, R.P.
TEXAS REGISTRATION NO. 5887
Date: JUNE 15, 2025
Surveyed on the ground
JUNE 18. 2D21
,.OF•. TF
5 5 T ER�o•.: I'
THERON'W..SIMS"' %
.0 5887
FSURNF.j�R'
t�
EXHIBIT 11A-2"
STORM WATER FACILITY
MAINTENANCE EASEMENT
Situated in the Charles Martin Survey, Abstract No. I, Tarrant County,
Texas, and a portion of a remainder tract of land described indeed to
Crowley E.S.D., recorded in Instrument No D206387276, Deed
Records, Tarrant County, Texas, and a portion of Lot 1, Block I,
Crowley ISD Addition, an additiont to the City of Forth Worth,
Tarrant County, Texas, recorded in Instrument No. D222164241,
Plat Records, Tarrant County Texas.
League nail & perkins
W.'01 i, T bliss, 13f fa0
Fod Wor1T, Texas 76137
817.336,5773 ph 017.332.77561.
w.rnpirc.com I TRPLS Aegislmri"n Ne. 10011"d
SHEET 3 OF 3
EXHIBIT "A-3"
"STORM WATER FACILITY
MAINTENANCE EASEMENT"
BEING 3.052 acres of land situated in Lot 1, Block 1, Crowley ISD Addition, an addition to
the City of Fort Worth, Tarrant County, Texas, by plat recorded in Instrument No.
D222169241, Plat Records, Tarrant County, Texas, and being more particularly described by
metes and bounds as follows:
COMMENCING from a 1 inch iron pipe found for the southeast corner of a tract of land
described in deed to Crowley I.S.D,, recorded in Instrument No. D222174586, D.R.T.C.T.,
in the west line of a remainder tract of land described in deed to Bloomfield Homes, LT.,
recorded in Instrument No. D220347026, Deed Records, Tarrant County, Texas
(D.R.T.C.T.), and for the northeast corner of a tract of land described in deed to Thomas &
Yvonne Leeth, recorded in Volume 11840, Page 1666, D.R.T.C.T., from which a 518 inch
capped iron rod stamped "TNP" recovered for the northwest corner of said Bloomfield
Homes tract, for the northeast corner of said Crowley I.S.D. tract, and in the south line of
said Lot 1 bears N 009 3'11" E, 89.32 feet;
THENCE S W39'35" W, along the south line of said Crowley I.S.D. tract, a distance of
436.73 feet;
THENCE N 00020'25" W, passing at 18.22 feet the north line of said Crowley I.S.D. tract
and the south line of said Lot 1, in all a total distance of 121.70 feet to a 318 inch capped
iron rod stamped "TNP INC ESMT" set (hereinafter all 318 inch capped iron rods set are
marked "TNP INC ESMT") for the POINT OF BEGINNING of the hereinafter described
tract of land;
THENCE over and across said Lot 1, the following courses and distances:
N 55*33'55" W, a distance of 87,99 feet;
N 10e33'55" W, a distance of 86.44 feet;
N 34°26'05" E, a distance of 87.34 feet to a 318 inch capped iron rod set;
N 79°26'05" E, a distance of 548.03 feet to a 318 inch capped iron rod set;
S 55°33'55" E, a distance of 87.34 feet;
S 10°33'55" E, a distance of 84.62 feet;
S 34°26'05" W, a distance of 82.22 feet to a 318 inch capped iron rod set;
S 78°49'14" W, a distance of 491.88 feet;
S 07°14'22" E, a distance of 107.53 feet to the south line of said Lot 1 and the
north line of said Crowley LS.D. tract, and at the beginning of a curve to the right
with a radius of 3,620.00 feet, and a long chord that bears S 82°51' 1 I" W, 10.00
feet;
Along said curve to the right in a westerly direction, through a central angle of
0°09'30", an arc length of 10.00 feet;
N 07°14'22" W, a distance of 106.82 feet;
Sheet ] of 3
CSD 20237
THENCE S 78'49' 14" W, continuing over and across said Lot 1, a distance of 49.32 feet
to the POINT OF BEGINNING and containing 132,967 square feet or 3.052 acres of Iand.
V"%'-ts
rtDN W. $IIAYYjjEE 4.7 June 18, 2025 •••••T eron W. Sms, R.PL. 5887
Texas Registration No. 58$P�! s+o`}a
Surveyed on the ground June 18, 2025
1. Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983
(North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterfa's Continuously
Operating Reference Stations (CORE) via Real Time Kinematic (RTK) methods. An average
Combination Factor of 1.0001299130 was used to, scale grid coordinates and distances to
surface.
2. Integral parts of this survey:
A-3. Legal Description & Sketch
Sheet 2 of 3
CSD 20237
t
1
I
URv�Y
LES BAR NO.
LU
1022
CHAR A IST N
.k
0
LOT 1, BLK. 1
CROW2£Y !SD ADDITION
WST. JD222169241
sTJJ-y
WIN SISN°• 1434
Al3
SCALE 1"=100'
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
��. Z
�p
All \^ V
rto
, A-2
- �,prpro�~
League Hall and Perkins, inc 1-lz City of Fort Worth, Texas VLK?4211
5237 N. Riverside Di—, Soil. lap 1 "=60T Improv "ts for
sheet
F-1 W.dh, Ferns 76137 �rt INDOOR/OUTDOOR TRACK
917.336. 5773 ph 817.336.2813 f: N .- A
w,w tnpinc.con, dateKtn SWFMA EXHIBIT of
TBFMFNGR F-=S MY 100116M 10011601, 101?4311 JUNE 2025 VICINITY MAP 54 y
0
MP-2&
aA45aall, aJ4144i61at; F_►I'I_1[c30_►all 4F_7I,Y-11
urainQge urea Map Legend Y
011- RON ARRONS
L'*AkOff A
*i__
DRAWAre ARE4
ALR6115
EMIM ARAWCE DAM
HYDROLOGY DATA - PRE -PROJECT CONDITIONS
Hydmlogk Data - rxiifing Condifivns
NDTES:•
Basin ID A.00 A.e.e CCN
I-P TC
L.9 TI.e�
�.,Fflew. (do I D.ei�
Nv10
1. Reuse refer to Drainage Study 05-25-0135 for oddithmal
{ocj {m12)
% (MWJ
(hr)
Q1 QS
QM 70
bockgmand alto movon on the 0+wr0fi Onolysi5•
rA-i 1D&15 0.1769 SO
0 36.8
3.37
71.3 173.3
397.1
OP-1
rk-rq S)K mQry Creek
2 Per City crMaria Pond rcutinq was completed using the
DA-2n 54.88 OD915 80
0 28A
0,20
4AA 106.0
239,1 DP-7n
Fla- toFwrlNnrde
UnitHydvgraph - SCS Method.
DA-26 4.79 0.0080 92
0 18-3
V 8
10-5 17,6
31.3 DP-2h
Flaw I-v Ile swule
'1 1NC1'8ases 07 disahage die t0 proposed site 6Cwe R wf
AA-3 10.49 0.04a2 79
0 31.2
0.21
23.6 57.3
130.3 j DI.3
fisnr to wurh PrnlirnFc y Ik
a& anticipated to be mitigated usd7g the detention pond
Increases wk wow �nmediately downstream of the site
OA-4 7.24 0.0121 81
0 1 R-9
OA9
8.0 17,9
38.7 a DP-4
Flu« 1. suulhegsl properly
This increase is proposed to m,-siimize the impacts vnffihT
the watershed as a Nhois (Please refer to 0,rcuroge study
DESIGN PAINT SUMMARY
{0S-25-017 i I for additional information
Design
Existing
Ploposed
Proposed
Point
01
Q5
41DO
Q1
Q5
0101)
Q1
Q5
Q100
DP-1
71.3
173J
397.1
475
108.1
325.3
-23.8
-65.2
-71.8
DP•20
53.3
121.1
266.3
45.4
73.2
123.1
-7.9
-47.9
-143.2
Jcf 5C10
490.3
1333.9
3500.8
490-1
1351.6
3482.3
•6.2
17.7
-18.5
Jd-SC1
1675,9
3756.5
9206.3
16b6.2
3679.0
9973.5
-9.7
76.5
-332.8
DP-3
23.6
57.3
130.2
24.2
44.1
38.1
0.6
-13.2
-42.1
11 Klhon-3
422,4
1005.9
2328,7
422.3
999.3
2314,6
-0,1
-6,6
-24.1
L AP-4
8-0
17.9
38.7
010
0.0
O.D
-8.0
-17.9
3u.?
4. At least 1.00' of freeboard u prokdded in the detention
pond iaf the 140-year storms erents and 0.5' of freeboard
far clogged conditions
teagve nail and Perkins, inc �`°le City of Fort Worth, Texas VLK24211
5237 N. Ri-id. Drive Suite 100 14 00' Improvements for
sheet
Furl Warlh, Terns 76137 �rt INDOOR/OUTDOOR TRACK
917.336,57"ph 817.33G2a 13 f: N.-A
w _I. pi_._ date tn SWFMA EXHIBIT of
Ter1:k5ENcar+usa;50RY10011600,10011E01,10194351 ti JU14E2025 PRE -PROJECT DRAINAGE AREA ASAP 54 y
h
OP-$►1 �
JILS
a -
_
IIm
�L
5a DP-4 J
OP�r�
Drainage Area Map Legend
0- FLOW ARRM
-f APAYME NF.S
aas M'
ATCF4 m X alas
POST -PROJECT DRAINAGE AREA MAP
HYDROLOGIC DATA - POST -PROJECT CONDITIONS
stw la ^"' r'0t CAR
Inc is
oeft �s V! I olt,•,s
nel..
NOMS..
of o_, a,oc i
1. Please refer to Drainage Study DS-25-0135 for udditionol
boagmund lOymotion on the ovvoH molym%
i44_ I. all _
_ ar.�_L VU 1 2�� L
sH,..�vSx�,....c,,..k I
2. Per City cnYeria. Pond routing was completed asvrg the
_o I aA93 0.0T16 94
0 IA9 I 0.10
1-3-30ri Te-5 u.._u j
Flow q P.-d-"
tint Hyd--graph - SCS :1lethod
: 43
7 0.0 0,0
30.5 1&0 9YA P� :u I
Fyw W Paced-4
mavaases 0? tscflarge due to proposed syYe development
el
> Ix.a 0.2.
1e.v ;as �� a.so
wlom
are andcgoated to be mitigated usvlg the detention pond.
___]A•3. ,z-.1 OA212 95
W3h
7 '0.a 0.10
4.3 LiA 112-' DP•3
M:
Flora P.d.3
mmecros wN =ur b medioWy d06'nstreGm fte of the s
117.0 "291 92
❑i.1 5.91 a0047 93
0 160 OLIO
0 lea 0l4
34e 152L DPd
190 24.I 510 0P.3 I
Flaw a P.A-3
f9.w lc$.V& co's.,
I
Ws increase is proposed to mmimiae the hwpacts within
the watershed os a whole. (Please refer to Dr&oge Study
(Dr25-0135) for additional aaformotkn.
DESIGN POINT SUMMARY
4: At least 1.00' of freeboard is prodded in the detevtiaa
-
---
pond for the ICU, -year siarms events and 125' of freeboard
De%i9� e1•„•g
rrapvs
for clogged conditions.
►tint
Q1 W Q100 01
43 -
DP.1
713 173.3 3973 47.5
10&1
325.3
-23.8 -551 -71.8
VP-2a
53.3 121.1 266.3 45.4
73.2
123.1
-7.9 •47.9 W.2
kt-sclq
4903 1131.9 3500.8 4" 1
1191-a
34623
s873 5
-a a 17.7 •1&5
7 76 5 33 $
J0-SC 1
1#75 9 3 5 9206 3 1566 2
3679 0
DP•3 23is 573 130.2 24.2 44.1 88.1 0.5 -12.2 42.1
lend.-3 422.4 ionsa 2a2a.7 422.3 "93 2314.6 -0.1 -6.6 -14.1 I.
LOV-4 8.0 17.9 _38-7 0.0 _ OQ_ 0.0 $A 17.9 f.. 38.7 I+
teagve nail and Perkins, inc '!e
5237 N. Rir ide Drive. Suite 100 1 "=60T
Foil Worth, Terns 76137 veil
917.336.5771 ph 817.336.2a 13 f: N" A
TOFELL ENOR F-M; 50RV 100116M 10011601, 10194301 JUNE 2025
City of Fort Worth, Texas I'p�~
VLI(24711
Improvemenls for sheet
tnp INDOOR/OUTDOOR TRACK 3
SWFMA EXHIBIT of
POST -PROJECT DRAINAGE AREA MAP 54 y
TIME OF CONCENTRATION CALCULATION
Shunt Flow Cornponnni
Basin
_"• 1:4111
'T11
SIvPC
(Yn1
VCIrx
{it)
value
(ft/ftj
2-yr,24hr
(fps)
DA. 1
100.00
0150
0.0100
3 522
014
DA-2o
100.00
0-150
0-0100
3 522
0-14
DA-2b
100.00
0.150
0.0169
3 522
0.14
DA-3
100.00
0.150
0.0100
3-522
0-14
DA-4
104,00
0.15D
0.0100
3.522
0.14
Shatew Flaw Component
Toia I
Total
Tlavcl
Shcct
length
Le
Length
Slupc
�eloc
Ttavel
ShullLw
Time
Flaw
Unposed
Pared
(fi/#t]
9#p=]
Time
Flow
(min)
Time
lnbn)
Time
{rniny
(maul
1232
1232
2,554.4 013�
0.0116
1 ail
24.48
24.48
1232
1232
1,9467
000
0,0159
2.03
15.97
15.97
1191
11.91
0.00
645.00
0,0100
2.03
5.29
5.20
12.32
12.32
1,150.
Q.QD
0.01719
2.15
0.92
8112
12. 3 7
12.32
818.2T
0.00,
0.0164
2.07
6.60
6. 60
TIME OF CONCENTRATION CALCULATION, CON'T
Channel Flow Component
Total
do Pt
lrngth
Bottom
nl
:i,) n Sln p
R
Velnc
Travel
Channel
Total
l#i)
Width
Fin-
N V) ,.QlI {fi,'(t)
lfp1,}
Ilrne
Hcrw
length
lt►1
(f=)
(min)
Time
iRi
(min)
0
00000
600
0.00
10.00
2654
16
00000
600
0.10
0,10
2083
0
0.0000
600
0.00
0-00
1350
0
0 0000
6.00
0-00
0,00
1251
0
0.0000
6.00
0.00
0.00
918
Final Tc Calculation
Time of
SCS
Avg
Cane
Lagtime
Veloe
(min)
(min)
UfNee)
36 80
22
1 20
28.40
17
1 22
18.26
11
1 23
21-24
13
098
18.92
11
0.81
teague nail and Perkins, inc 1-1z
5237 N. Riverside Drive, Suile 100 N IA
Port W-111, T.- 76137 -0
817.336.5773 pk 817.336.2813 fx N' A
www.tiipi..c.com date
tn
TBrEL5; ENGR F.330; 5URY 10013400, 10011101. 10194301 J UNE 2025
City of Fort Worth, Texas
Improvements for
INDOOR/OUTDOOR TRACK
SWFMA EXHIBIT
TIME OF CONCENTRATION
VLK24211
sheet
4
01
54
DELL
OUMALL W, LINED CREEK BED
1'-.3' GABIDN POND
1 t
1 �
1
r�
SWFMA
BOUNDARY 100-YEAR
FLOOpPLAIN
300' NA MPAL EARTH
EMERGENCY SPILLWAY
ELEV 756.50
SEE SHEEr 11
l
CAST -IN -PLACE CONC WEIR WALL
SEE SHEET 12
POND A-1
1 i
� l
l
COWCREN RIP -RAP
' BOhtJNDARY
I
IEYPLM
-WIU=: MATCHLINE-SEE SHEET P ,BOO' NATURAL EARTH�� !I
r��rnnra►nv rn►r i rua v wJ r, fT,
w
LU
6
LU
LJJ
r
LU
z
J
C3
H
League Hall and Perkins, inc I` -A. City of Fort Worth, TexasVLK24211
5237 N. Riverside Drive, Suile 100 4 improvements for
sheet
Port W-111, T-76137 INDDQRI UTDQDR TRACK
817.336.5773 pk 817.336.2813 fx M/A 6
www.tl,pir.c.com datej#4 tn SWFMA EXHIBIT of
i6rEL5; EHGR F-230; S1JRY 1GGI34Gq 19G11l91, 10194301 tiUNE 2025 P GRADING PLAN - SECTION A - POND A-1 54 y
� I
2-191 GATES
I
. ` '\-SHFMA
t ` 8WNA
r
BED
1
k 15' MAI
ID i RAMP
� F
A-1 \480 TYPE 'C' V fl71 SLE
-7M72 HEADWALL !
FfL = 73a 72 +
LU
H }yam + _
HEADWALL 1
Lu F11=7M72 li
I
POND A-1! !
BDT70M--- M72
t L]
+ X GAM0N'1-----'- !
POND EDGE i 1
5 9
I iN
J7 �1 1
f \Swim
ti ❑ , BO[IWARY
� I� F -- EE SHEET 8
teague nail and perkins, inc s� le City of Fort Worth, Texas i. VLK24211 ~
5237 N. Riverside Drive. Suite 100 1-_Sr Improvements for sheet
Fort Worth, Tems 76137 vet INDOOR/OUTDOOR FACILITY
917.336.57" ph 817.336.2813 tx NA 7
.„,,.„.mpi—.— date tn SWFMA EXHIBIT of
TrN:15:INORF-=;MY19oltsw,1001H01,101%36t RUNE 2025 GRADING PLAN - SECTION B - POND A-1 54
MATCHLINE- SEE
48"TYPE V
HEADWALL
F11 = 7M 72
teague nail and Perkins, inc
!;Cale
5237 N. Riverside Drive Suite 100
r��
Fort Worth, Tems 76137
tn
917.336. 5773 ph 817.336.2813 Ix
+l
wwvv.hrpi—.—
4}e
TrFELL ENOR F-=; MY 10011&M 10011601, 101"311
JUNE 2025
l X
0 ,
-M
KEi.M
slrffE r;�
City of Fort Worth, Texas VLK-,-24211-
Improvements for Sheet
INDOOR/OUTDOOR TRACK 8
SWFMA EXHIBIT of
GRADING PLAN - SECTION C - POND A-1 54 y
I M► ,�CHLINE-SEE SHEET S BOUNDARY �
. � I
� I
KEYPLM
SLS%E 7 =foao•
teague nail and Perkins, inc s.. le
5237 N. Riverside Drive, Suile 100 1-=50r
Fort Worllu T—s 76137 +^�
817.336.5773 p6 817.336.2813 fx NIA
www.tiipi..c.com date
i0rEL5; ENGR F-230; 5URY 30013400. 10011691. 10194301 JUKE 2025
a
JUU NATURAL EARTH
EMEI?WVCY SPILL WA Y 0
ELEV 756.50
` SEE SHEET I I
100 YEAR
FLOODPLAIN
SiAI
BOUNDARY �
City of Fort Worth, Texas .pproiec
1
VI.1C3471
Improvements for sheet
INDOOR/OUTDOOR TRACK 9
SWFMA EXHIBIT of
GRADING PLAN - SECTION D - POND A-1 54
:0
770 NONE
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':::::::::::::::::::::::::::::::::
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i
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"Mom, mummw
780
770
760
&-ft
K
.u.m....u.m....u.m....u.m....u.m....u.mi�m....u.m...
. n. m.... n. m.... n. m.... n. m.... n. m.... n. m.... n. m.... n. m...
::s:ee:isi:::::isisi:::::isisi:::::isisi:::::isisi:::::::i:i:::::::i:i:::::::i:i
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'f I PM 1 QWW 88070V ALA"
:i 780
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151
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750.30
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IE7BVMV 'I 1 • 07M SEC7DV
r upr"i�~
League Hall and Perkins, inc i`°�e City of Fort Worth, Texas VLK?4211
5237 N. Riverside Drive, Suile 100 N.T.S. Im pr ovemenls for
sheet
Port W-111, T—s76137 �rt INDOOR/OUTDOOR TRACK
817.336.5773 pk 817.336.2813 Fx N.T.S. 1 n
www.3i,pir.c.com dateKtn SWFMA EXHIBIT 1 v
OF
i6rEL5;ENGRF-230;5URV1G4134Gg19011101,10194381 JUME2025 GRADING CROSS SECTIONS - POND A-1 54 y
TAP OF PON11 -
757.50'
EMERGENCY
.SPILLWAY=756.50'
100-YR W5EL=75630
Ill in
10' WJR
ELEV
= 754.20'
7W OF POND
-7,5750'
TOP OF WALL= � 1
756.50'
FA-75Q BO
POND A-1 SPILLWAY CROSS SECTION 'C-C'
League Hall and Perkins, inc 3o°�e City of Fort Worth, Texas VLK?4211
5237 N. Riverside Drive, Suile 100 N;A Improvements for sheet
Port Wor111, T.-76137 ver, INDOOR/OUTDOOR TRACK � �
817.336.5773 pk 817.336.i813 fx r� a
www.t„pi.,ccom Y`E1tetn SWFMA EXHIBIT of
TBPEL5; ENGR f-230; 5URY 399136M 10011691. 10194301 MAY 2025 POND A-1 SPILLWAY CROSS SECTION $3 y
ti
D
SWFMA-,� -
BOUNDARY
teagve nail and Perkins, inc
tome
iiz
5237 N. Riverside Drive, Suite 100
1 "=80'
Fnr1 Worth, Terns 76137
verk
N' A
817.336.5773 pit 817.336,24113 1:
w —I. pi—.—
skate
TIFELL MR F-M, 50RV 100116M 10011601, 101 H301
JUNE 2025
Ak—
li � � •a l i �'�
IE;
SWIM
BOUNDARY
� I
City of Fort Worlh, texas VLK24211
~
Improvements for sheet
INDOOR/QUTDOQR TRACK 12
SWFMA EXHIBIT of
POND A-1 EASEMENT 54
00000,
S*-MA BOUNDARY ~ t,
WEIR
WALL
- 48EF C2. 00 SHEETS)
r r
1 r
W�JR WALL - GRiDING vrn:
1'=20'
teague nail and inc
i`—le
Perkins,
i.
5237 N. Riverside Drive Suite 100
MIA
Fort Worth, Terns 76137
NIA
617.336.5773 ph 817.336,2a36.2813 Fx
.rr,.,r hwi—.—
date
TrFELL ENOR F-=; 50RV I OD11600.10011601, 101"311
JUNE 2025
tnp
City of Fort Worth, Texas
V�K�~
Improvements for
sheet
INDOOR/OUTDOOR TRACK
13
SWFMA EXHIBIT
of
POND A-1 STRUCTURES (I OF 2)
54 y
1010" W5EL M310r
i ma �a
�f � III Gll�
-
Ci14fY0f� f]4M.ldR
4KJSaL.4lTI �� _ t -YY�L YS 8445 -0ei1C=NT
NYS.;TW!
•------------------------------------------------- ------------------------------------------------
'sue r�AlnMGpwURdIXru9WL S'rE105"w BAD Fpla 11.FRHWL
SECTION 'I'- WEIR WALL
Ir
WEIR WALL SCHEDULE
SUMMARY OF REINFORCED CONCRETE WALL
MAX. STEM 8A� EE5'
5E
69DIMENSION5
BAR SEE & SPACING
OE5IGN THICK THICK OEPIH
HEIlGH r
'xo^
w•-0• r-0• r-u• s•$•
�
I �
I �?•
ITop,r m.-MIA
h
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.rT IIIIfJrk] 1[rY�KRePo.-%0W L
S
•---------------- �r
1►IQI:m►iVs111111011J►f17.1111M►1:3y-Al919C=IO7►111►167R7tilI:7:j01103411 .000014
,.BW
"Wl.r ST W.
BARS "A" VERT. EA, FACE WI 90°
TOP OF WALL ACI HOOKS (TYP)
^T
BARS ti (TYP)
s
UPSTREAM FACE
OF WALL 2" (TyCLR
DETENTION POND �
FIN. GRADE
i adz° x a"
ELEV. = 7SO.80 KEYWAY
BOTTOM OF WALL
F I--9 r
m
Y
v
BARS "IC' Wf 901
ACI HOOKS
#5 BARS 0 8" O.C.
A
V
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-- BARS "B" TOP & BOTT
BARS "C'TOP' & BOTT
B WEIR WALL SECTION
Scale: 1/4" = 11-41i
League Hall and Perkins, inc scale City of Fort Worth, Texas VLK24211
5237 N. Ri—id.Do-iv SuR.100 NIA Improvements for sheet
Furl 773pTe 7.33&27 + INDOOR/OUTDOOR TRACK 14
817.336.5773 ph 817.33G2813 F: NIA
date tn SWFMA EXHIBIT of
T9rEls: ENCR F.239; 50RY 1001l60q 10015Ea1, 101943li JUNE2025 POND A-1 STRUCTURES (2 OF 2) 54
POND A-1 VOLUME SUMMARY
Elevation
Area
Area
Storage
Storage
Notes
(ft)
(0)
(ac)
(acre-ft)
(acre-ft)
750.80
134121.9
3.08
0.0000
O.DOOa Qutfail Flowline
751.00
13438&4
3.09
0.6164
0. 61(4
752.00
134736.2
3.09
3.0991
3.7055
753.00
135062.1
3.10
10971
E8026
754.W
150677.0
3.46
3-1a01
10.0R27
755.00 157850.1
3.62
3..5414
13.6241
7S&00
16593.9
3.19
17077
17.3318
757.W
172619.0
3.96
3.8772
2L2M Top of Pond
POND A-1 FLOW SUMMARY
Storm
Inflow
Allowable
Outflow
WSEL
Top
Storage
(Years)
WS)
Outflow
(eft) I
(ft)
(ft)
I (ar-ft)
-
171.3
71.3
8.6
752.80
757.50
6,30
5
259.3
173.3
21.5
754.30
757.50
11.20
100
433.1
397.1
144.9
756.30
757. SO
18.30
POND A-1 OUTFALL RATING CURVE
Elevation I Oufflow
(ft) I
(cfs)
Staged Weir
Opening
75a.8
0.00
751.30
105
751.80
2.98
752.30
5.47
752.80
8.44
753.30
11.80
75180
15.53
754.30
20.63
754.80
39.28
755.30
66.64
755.80
100.26
756.30
139.04
756.80
182.36
757,00
200.86
757.50
249.77
POND A-1 STAGE STORAGE DISCHARGE
Elevation
(ft)
750.80
751.00
752.00
753.00
754.00
755.00
756.00
757.50
Storage
(acre-ft)
0.00
0.62
3.71
6.80
10.08
13. 62
17.33
23.15
Discharge
(crs
Oro
0.3
3.9
9.7
17.1
49 A
115.2
249.8
League nail and Perkins, inc City of Fort Worth, Texas VLK34211
5237 N. Riverside Drive, Suile 100 NIP, Improvements for
sheet
Port Wor111, T.-76137 Y0 INDOOR/OUTDOOR TRACK
817.336. 5773 pk 817.336.2813 fx N' p' 15
www,3„pi.c.com dEate tn SWFMA EXHIBIT of
TBPEL5; ENGR F-230; 5URY 3001340% 10011691. 10194301 JU14E 2025 K POND A-1 CALCULATIONS 54
110twow-011
EROSION CONTROL NOTES (TNP)
I. STABILIZED CON57RUC770N EA7T5 5WALL BE USED BY ALL PRMCT
VEHICLES LEAWNG THE CONSTRUC77ON AREA. WHEEL WASHING
EOUbVENT SHALL BE USED 7V REMOVE EARiNEN MATERIALS FRpV
Wt1EELS AND &WaES.
2 CON TRACMR SHALL ENSURE THAT NO StARMWA7ER RUNOFF ENTERS
DRAINAGE SYSTEMS DR EXITS 771E CONS7RUC77ON AREA W4WUT
PASSING 77ROW9 RCrX RERMSISWSAW CONTROL DEWCES
3 CONTRACTOR SHALL PROWTDE STREET CLEANING ON ADJACENT STREETS
AS NECESSARY R7 REMOVE EARTHEN MATERIALS TRANSPORTED FROM
THE CONSMUC77ON AREA.
4, NO Ck OR HAZARDOUS MATERIALS SHALL BE STORED IN THE
CONSTRUC77LW AREA.
5. THESE PLANS SHALL BE USED 1N CONrk AfC77CW 1WTH THE
ACCWMPANYING j9XWENT EN777LED, POLL0770M PRE 0VTON PLAN'.
E ALL EROSION CONTROL OEWCES ARE TO BE REMOVED Sr THE
CONTRACTOR AFTER THE PROLECT IS COMPLE7F AND SUBSTANAAL
STABILIZA774N IS ACHIEvED
teague nail and Perkins, inc 3ople
5237 N. Riverside Drive, Suile 100 1 "=200'
Port W-111, T—s 76137
817.336.5773 pk 817.336.2813 fx N' A
www.tl,pi..c.com date
i6rEL5; ENGR F-M9 5URY 100136W, 10011101. 10194301 ti DUNE 2025
l ALL INLETS SHALL HAVE TEMPORARY
INLET PROTECTION UNTIL
ESTABLISHMENT PER LOCAL, STATE
AND FEDERAL REGULATION.
LEGEND
ROCK DAM
® INLET" PR07FC77ON
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FoA Worl 817.33&2913 F: ph p Texa
817.336.5773 A INDOOR/OUTDOOR TRACK 17
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Fort Wor1I., T— 75137
verl
917.336.5773 ph 817.336.2813 fx
NIA
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date
i6PEL5; MR M30; RIRV IO IIWO, 10011601. 19IM351
JUNE 2025
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INDOOR/OUTDOOR TRACK 18
5WFNIA EXHIBIT OF
OVERALL GRADING - POND A-2 54
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617.336.5773 ply 817.33G2R7 3 Fx MIA
date tn SWFMA EXHIBIT of
79FEM EHGR F-=3 5URV 100116M 10011501, 10194311 JU NE 2025 GRADING PLAN - SECTION A - POND A-2 54
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teague Hall and parkins, inc hor;, Y VI.I(24211
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teague nail and perkins, inc
5237 H. Riverside Drive, suite 100
Fort worth, Tema 76137
617.336.5773 pi, 817.336.2813 tx
TBEELS: EHOR; 50RY i 001 ! 600. 10011001, t 01443! 1
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City of Fori Worth, Texas
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SWFMA EXHIBIT
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of
54 OF
0
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Mw fLt�q'
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22
817.33,37
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date
SWFMA EXHIBIT
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5237 N. Riverside Drive, Suile 100 N.T..T•5- Improvements for sheet
sort Wp Texns761INDOOR/OUTDOOR TRACK 23
817.33h.577373 p4r 817.33L.28i813 Fx N.T.S.
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of
i0rEL5; ENGR F-230; 5URV 1041340% 10011101. 101914301 JUKE 2025 irow, GRADING CROSS SECTIONS - POND A-2 54 y
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League Hall and Perkins, inc 3o°�e City of Fort Worth, Texas VLK?4211
5237 N. Riverside Drive, Suile 100 N;A Improvements for sheet
Port Wor111, T.-76137 ver, INDOOR/OUTDOOR TRACK 24
817.336.5773 pk 817.336.i813 fx rr�� a
www.t„pi.,ccom date tn SWFMA EXHIBIT of
TBPEL5; ENGR f-230; 5URY 399136M 10011691. 10194301 MAY 2025 POND A-2 SPILLWAY CROSS SECTION $3 y
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5237 N. Riverside Ddi Suite 100 1 "=1 50'
Fort Worth, T.— 76137 verk
917.336,57" ph 817.336.2a 13 f: N" A
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TIFEL5:MRF-M, 50RV 1001160% 10011601, 101 H301 JUNE 2025
City of Fort Worth, Texas
VLI(34711
Improvements for sheet
INDOOR/OUTDOOR TRACK 25
SWFMA EXHIBIT of
POND A-2 EASEMENT 54
_EX. T- 2_0 RCP
FIT 24- 745.16
N 6909202 32
E 2325927 81
STA 2+21.22 DETEN7ION POND A-2 DUTFALL I —
EX. 36" TYPE 'C' HEADWALL 1
FA 36" 746.51
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teague Hall and Perkins, inc ,;, Y
5237 t1. Riverside Drive, Suite 100 1 ^=60' Improvements For
sheet
roil Worth, Sexes 76137 1 INDOOR/OUTDOOR TRACK
617.336.5773 ph 817.33G2813 I. N.T.S. 26
.hp;r«om date tn SWFMA EXHIBIT E�� ,FF
T9PEL5: EPIGR FT30; SRRY 1001i600.19011001, 10194301 JUNE2025 POND A-2 OUTFALL PIPE - PLAN 54
0+00
1+00 2+00 3+00 4+00 5+00 6+00 7*00
DIETENMN PM A-2 OUMALL
teague nail and Perkins, inc
5237 N. Riverside Drive, Suite 100
Fort Worth, Sexes 76137
617.336.5773 p1, 817.336.2813 tx
TOPEL5: ENOR F-M WRY 100116M 10011601, 101 V4351
scale
has.
City of Fort Worth, Texas
"per
VLK2421 1
N.T.S.
Improvements For
sheet
Ye
iNDOORJOUTDOOR TRACK
N.T.. S.
27
dare
SWFMA EXHIBIT
P
ofF
JUNE2025
It-
POND A-2 OUTFALL PIPE - PROFILE
,
54
POND A-2 FLOW SUMMARY
Storm
I Inflow
lAllowablel
Outflow
I Pond
I WSEL
Top
I Storage
tyears)
(cfs)
Dutflow
OP-2a
Outflow
(ft)
(ft)
(ac-ft)
1
175.9
53.3
49.2
34.9
752.80
757.00
3.90
5
272.2
121.1
73.2
40.5
754.00
757.00
7.80
100
460.3
266.3
119.4
48.6
756.00
757.00
17.10
POND A-2 VOLUME SUMMARY
Elevation
Area
Area
Storage
Storage
(ft)
(0)
(ac)
(acre--ft)
(acre-ft)
749.15
0
0
0.0000
0.0000
750.00
9522.5
0.22
0.0929
0.0929
751.00
39804,7
0.91
0.5662
0.65131
752.00
79746
1.33
1.3723
2.0314
753,00
124278
2.85
2.3419
4.3732
754.00
170975
3.93
3.3890
7.7623
755.00
210053
4.82
4.3736
12.1359
755.00
233168
5,47
5.1449
17,2807
757.00
257090
5.90
5.6848
22.9655
7.59.00
27898
0.64
3.2712
26.2367
POND A-2 OUTFALL RATING CURVE
Elevation
Outflow
(ft)
Ids)
30"
RCP
749.15
0.00
749.65
1.31
750.15
4.98
750.65
10.55
751.15
17.59
751.65
26.41
752.15
31.25
752.55
35.44
153.13
39.18
753.65
42.59
754.15
45.75
754.65
49.71
755.15
51.49
li 755.65
54.13
756.2
56.65
756.7
59.06
757.0
60.70
7 58. 0
68.00
Notes
Outfall Flowline
Top of Pond
POND A-2 STAGE STORAGE DISCHARGE
Elevation
Storage
Discharge
(ft)
(acre-ft)
tcfsj
749.15
0.00
0.0
750.00
0.09
3 3
751.00
0.66
13,9
752.00
2.03
28.4
753.00
4.37
37,4
704.00
7.76
41,9
705.00
12.14
46.4
756.00
17.28
50.6
757.00
22.97
54.5
758.00
26.24
68.0
League nail and Perkins, inc let City of Fort Worth, Texas vLKPaz11
5237 N. Ri-id. Do-i Suite 100 14(A I for sheet
Fort Worth, Terns 76137 r�re� INDOOR,/OUTDOOR TRACK �S
417.336.5773 0 817.336.2813 F: ' 1 �'�'� i
Jute tn SWFMA EXHIBIT Of
TBFEM ENGR F-T=950RY 30013600, 10011641. 101914301 JUKE 2025 POND A-2 CALCULATIONS 54 �
L T FENCE (TYP)
EROSION CONTROL NOTES (TNP) l ALL INLETS SHALL HAVE TEMPORARY
I. STABILIZED C(NV57RUC77ON EA7T5 SHALL BE USED BY ALL PRMCT INLET PROTECTION UNTIL
VEHICLES LEAWNG THE CONSTRUC77ON AREA. WHEEL WASHING ESTABLISHMENT PER LOCAL, STATE
EOUIPMENT SWALL BE USED TO REMOVE EARHNEN MATERIALS FROM AND FEDERAL REGULATION.
WtIERS AND VEHICLES.
2 CON TRACMR SHALL ENSURE THAT NO SiARMWA7ER RUNOFF ENTERS LEGEND
DRAINAGE Sn7EMS OREXITS PYE CONS7RUC77ON AREA W4TH0UT
PASSING 77R&1&9 ROCK BERMSJERaSYW CONTROL DEWCES
3 CONTRACTOR SHALL PROWTDE STREET CLEANING ON ADJACENT STREETS
AS NECESSARY R7 REMOVE EARTHEN MATERIALS TRANSPORTED FROM ROCK DAM
THE CONSMUC77ON AREA.
4, NO Ck OR HAZARDOUS MATERIALS SHALL BE STORED IN THE
COAISTRUC770N AREA.
INLET ��arEcr�an�
5. THESE PLANS SHALL BE USED IN CONrk AfC710Y4 1WTH THE 93
ACCOMPANYING DOCUMENT EN777LED, POLL0770M PRE 0VTON PLAN'.
SIL T FENCE
E ALL EROSION CONTROL DEWCES ARE TO BE REMOVED Sr THE
CONTRACTOR AFTER THE PROLECT IS COMPLETE AND SUBSTANAAL
STABIUZA774N IS ACHIEI0 � , COMPOST SOCK
fi+p
League nail and Perkins, inc City of Fort Worth, Texas V�K�~
5237 N. Riverside Drive, Suile 100 j "=j j❑' Improvements for
sheet
sort WpTexns76137 reA INDOOR/OUTDOOR TRACK 29
8 17.336. 5773 p4r 817.336.2813 Fx N "A
www.tl,pil.c.com date t n SWFMA EXHIBIT of
i6rEL5; ENGR F.730; S1JRV 10UI3400, 10011lO1, 101v+3B1 JUNE2025 EROSION CONTROL PLAN - POND A-2 54 y
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5237 N. Ri—id.Do-i Suhe 100 j"=jp0' 1mprovemenls for sheet
FurlTems76137 + INDOOR/OUTDOOR TRACK 30
817.336.5773773 pph 817.33G2813 F: NIA
date SWFMA EXHIBIT Of
TIMM ENOR F-T=; 5URV 100116M 10011601,101%311 DUNE 2025 POND A-2 LANDSCAPE 54
C,
ALA' SW N 1�
1DAol
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101
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5237 N. Riverside Drive, Suite 100 1 "=90'
For+ Worth, T—s 76137 vert
817.336.5773 ph 817.336.2813 fx NIA
vrww.fnpl- dale
TSrEW ENGR MW SORY 10011600, 10011601, 101M311 r JUME 2Q35
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INDOOR/OUTDOOR TRACK 31
5WFMA EXHIBIT of
OVERALL GRADING - POND A-3 54 y
J
. - 2-4 G.4 TBS-
BOUNDARY
DWALL
�- FA 745.72
MATCHLINE- SEE SHEET 35
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5237 N. Ri—id. Drive, Suite 100
111=3W
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F-1 Wur1h, Terns 76137
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TBPEL5; ENGR F-230; 5URV 3 GGI 36M 10011691. 101914301 JU14E 2025 GRADING CROSS SECTIONS - POND A-3 54 y
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TIFEL5: ENGR F-M, 50RV 10o11 sw, 10011 EO1, 101 H301 JU14E 2025 POND A-3 EASEMENT 54 y
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SBFBL5: INGR F-230; RIRV 3001360% 10011601, 10174303
JUNE 2025
It
City of Fort Worth, Texas
Improvements for
INDOOR/OUTDOOR TRACK
np 5WFMA EXHIBIT
POND A-3 STRUCTURES (1 OF 5)
VLK24211
sheet
40
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544
11-4-
CL PROP 30" RCP
J
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C
FACE OF
HEADWALL —
FACE OF
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FL 30" RCP
FACE OF W3
W
LIMITS OF WEIR
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WEIRWALL
32'-8 3/4" #
PLAN - OUTFALL STRUCTURE PLAN
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11'-6'-
TOP OF WiNGWALL
EL = 751,07 5`-9"
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iq I FL EXIST 30" I I
RCP = 757.82 I I
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NOTE: WEIR WALL NOT SHOWN FOR CLARITY
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0
BOLT. OF HEADWALL
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ELEVATION - OUTFALL STRUCTURE
Scale: 1/8" = 1'-0"
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773pTems 36,2a
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NIA
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41
date
SWFMA EXHIBIT
of
TBrEM ENGR NnO1 50RV 10011&M 10011 E01, 101 H381
JUKE 2025
POND A-3 STRUCTURES (2 OF 5)
54
10" THICK LAYER OF IMPERVIOUS
$,1 CLAY MATERIAL COMPACTED TO
W ALi 95% STANDARD PROCTOR
314" CHAMFER [�} V
ti
(TYP)
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z #5 BARS F 0 12"
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@ 18" O.C. --f BOTT., Eq. 5Pa J
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[il PJ (TYPI
GRANULAR BACKFILL MATERIAL
(SEE NOTE 9, SHEET C2.11)
ELEVATION
CONST ST
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CONTRACTOR
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ARS V
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OD SECTION - WINGNALL
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817.336.5773 ph 817.33G2813 F:
773pTe 7.33&
NIA
42
date
SWFMA EXHIBIT
Of
TBFEM ENGR F-=3 50RY 10011&M 10011 E01, 101 H381
JUKE 2025
POND A-3 STRUCTURES (3 OF 5)
54
WEIR WALL SCHEDULE
SUMMARY OF REINFORCED CONCRETE WALL
MAX.
STEM
BASE
KEY
BASE DIMENSIONS BAR SIZE & SPACING
DESIGN
HEIGHT
THICK
THICK
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3 -5 1-4" 1-2"
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NOTE: WALL
FOUNDATION BEARING ON UNDISTURBED SUBGRADE
"BW11
FOW 1! J ' 11 W211
� it 1 �T4
TOP OF WALL
EL = 758.32
IUPSTREAM FACE OF WALL 2" CLR '
DETENTION POND TYP) •
FIN. GRADE 1 112" X 4i1
= KEYWAY
BOTTOM i
OF WALL
EL= 753.82
F rr
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BARS 11K" W1
900 ACI HOOKS
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TOP OF CONCRETE
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EL= 757.82
BARS H
(TYP)
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900 ACI HOOKS (TYP)
TOEWALL, SEE DET. 'C'
- BARS "B" TOP & BOTT
BARS 11C1f TOP & BOTT
E WEIR WALL SECTION
Seale: 3/8" = V-0"
teague Hall and Perkins, inc scale City of Fort Worth, Texas v�K2421I
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Furl 7"pTe 7.33&27 rert INDOOR/OUTDOOR TRACK 43
817.336.5773 ph 817.33G2813 F: NIA •
date SWFMA EXHIBIT of
FB1EL5: ENGR F.T39; SORY i001l60q 10015E01, i01443!! JUNE 2025 POND A-3 STRUCTURES (4 OF 5) 54
SEE PLAN
BARS F SPACING
@ 12" O.C. MAX. (TYP)
#5 BARS F
EA. FACE
LENGTH j 2 LENGTH j 2
CL RCP (SEE PLAN)
#5 BARS E @ 12f1
RCP DIA VARIES O.C. EA. FACE
. ' *-A
LR
P)
#4 DWL BARS C
@ 12" O.C. (TYP)
OF HEADWALL REINFORCEMET DETAIL
Scale: 1/2" = 1'-0"
ADDITIONAL BARS
SAME 8AR DIA. AS f
INTERRUPTED REINF. 1 to _ g
EA. FACE
2" CLR — -
(TYP) f 6.
;O
\ #4 BARS C #4 BARS Y
\/X\ 136 BAR
DIA.
112 OF INTERRUPTEE (TYP)
STEEL EA. SIDE OF OPNG.
REINFORCING AT RCP OPENING `� p
Scale: N.7.S.
Fti
10'
#4 BARS 81 #5 BARS F
teague Hall and Perkins, inc
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Y
VLK24211
5237 N. Ri—id. Do-i Sv;1e 100
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-
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sheet
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rert
INDOOR/OUTDOOR TRACK
36,2a
817.336.5773 ph 817.33G2813 F:
NIA
� •�,
44
date
SWFMA EXHIBIT
of
TIMM ENCR F-T=; 50RV 10o116M 10011 E01, 101 H30;
JUKE 2025
Al
POND A-3 STRUCTURES (5 OF 5)
54
Storm
(years)
1
5
100
Elevation
(ft)
757.82
758.00
759.00
760.00
761.00
762.00
763.00
POND A-3 FLOW SUMMARY
Inflow diAllowable Outflow
(Cf5) '�
Outflow
(Cfs)
99.3
14.0
11.1
155.4
30.0
24,7
264.5
56.0
42.0
Area
(SO
10Q303
101050
107081
113213
119446
125781
132217
WSEI.
Top i
Storage
eft)
(ft) -
(ac-ft)
759.00
763.00
2.80
759.90
763.00
5.20
761.90
763.00
10.50
POND A-3 VOLUME SUMMARY
Area
(ac)
2.3026
2.3198
2.4582
i'4
2.7421
2.8875
3.0353
POND A-3 OUTFALL RATING CURVE
Elevation I Outflow
Iftl
(Cfs)
30" RCP
757.82
0.00
758.32
1.31
758.82
4.98
759.32
10.55
759.82
17.59
760.32
26.41
760.82
31.25
761.32
35.44
761.82
39.18
762.32
42.59
762.82
45.75
763.00
46.84
Storage
(acre-ft)
0.0000
0.4160
2.3890
111104-1104*rA
2.6706
2.8148
2.9614
Storage in
Notes
(acre-ft)
0.0000 ❑Utfall FIoWline
0.4160
2.8050
5.3337
8.0042
10.8190
13.7804 Top of Pond
POND A-3 STAGE STORAGE DISCHARGE
Elevation
(ft)
757.82
758.00
759.00
760.00
761.00
762.00
763.00
Storage
(acre-ft)
0.00
0.42
2.81
5.33
0.00
10.82
13.78
Discharge
(cis)
0.0
1.7
11.1
25.5
3b.6
42.8
48.9
League Hall and Perkins, inc 3o°�e City of Fort Worth, Texas VLK?4311
5237 N. Riverside Drive, Suile 100 N 1A Im Pr
ovemenls for
sheet
sort WpTexns76197 Yert INDOOR/OUTDOOR TRACK 45
817.33h.577373 p4r 817.336.2813 Fx N "�'
www,3„pi,.c.com dateKtn SWFMA EXHIBIT of
TBPEL5; ENOR F-230; 5URY 309136M 10011691. 10194301 DUNE 2025 POND A-3 CALCULATIONS 54 OF
r — f
ROCK /
Ts
TRUC TION rTRANC�IEXIT
EROSION CONTROL NOTES (TNP)
I. STABILIZED CON57RUC770N EA7T5 5WALL BE USED BY ALL PRMCT
VEHICLES LEAWNG THE CONSTRUC77ON AREA. WHEEL WASHING
EOUbVENT SHALL BE USED 7V REMOVE EARHNEN MATERIALS FROM
WP3rEELS AND &WaES.
2 CON TRACMR SHALL ENSURE THAT NO SMRMWA7ER RUNOFF ENTERS
DRAINAGE SnTEMS OR EXITS PYE CONS7RUC77ON AREA W4ThWT
PASSING 774ROW9 ROCK RERMSISWSAW CONTROL DEWCES
3 CONTRACTOR SHALL PROVIDE STREET CLEANING ON ADJACENT STREETS
AS NECESSARY R7 REMOVE EARTHEN MATERIALS TRANSPORTED FROM
THE CONSMUC77ON AREA.
4, NO OIL OR HAZARDOUS MATERIALS SHALL BE STORED IN THE
CONSTRUC77LW AREA.
5. THESE PLANS SHALL BE USED 1N CONrk AfC77CW 1WTH THE
ACCWMPANYING j9XWENT EN777LED, POLL0770M PRE 0VTON PLAN'
E ALL EROSION CONTROL DEWCES ARE TO BE REMOVED Sr THE
CONTRACTOR AFTER THE PROLECT IS COMPLE7F AND SUBSTANAAL
STABILIZA774N IS ACHIE>0
teague nail and Perkins, inc
iota
5237 N. Riverside Drive, Suile 100
1 "=1 50'
Port wo111, T—s 76137
817.336.5773 pk 817.336.2813 fx
re
N' A
www.tl,pi..c.com
date
i6rEL5; ENGR F-M9 5URY 100136W, 10011101. 10194301
JUNE 2025
ALL INLETS SHALL HAVE TEMPORARY
INLET PROTECTION UNTIL
ESTABLISHMENT PER LOCAL, STATE
AND FEDERAL REGULATION.
LEGEND I
ROCK DAM
® INLET PR07FC77ON
---0--0— S!L it FENCE
COMPOST SOCK
City of Fort Worth, Texas "per~
VLIC34711
I mprovemenls for sheet
INDOORIOUTDOOR TRACK 46
Ktnp SWFMA EXHIBIT of
EROSION CONTROL PLAN - POND A-3 54
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Port W-111,T-76137 re INDOOR/OUTDOOR TRACK
817.336.5773 pk 817.336.2813 Fx N' p'
www.tl,pir.c.com date SWFMA EXHIBIT
i6rEL5; ENGR f-330i 5URY 10013600, 10011101. 10194301 DUNE 2025 POND A-3 LANDSCAPE
r(6) TEXAS
RED
upr�pro�~
VLK24211
sheet
47
of
54
AUTFALL 11W - MOO
NORMAL Pax ELEV
(MEL Rv t5feN7p) - 75aJO ,
IV
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Ta' OF RaA AIDL Y
AIVD?KLVS aAr
COMIACEU AN PLALIF
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PASSW ME NO. 200 " OF 7U.i A LOM LLIV7r OF AT LEAST 50 AND A R OF Jd!
CLAY -W4d bE PLACM W A- NON LFM AND CLM PACTO 70 A LNNNp M ar Off CSC Aff
Mq#" 0091 r AS AFV#W D BY ASAP D 696 (STMARD PROC7W4) W70 A
M957UW COV7ENT XITfAYV THE RAND OF.? TO 5 P5?QNTA6E POWT5 AVOW GW7LiVM
TYPICAL POND EDGE WALL SECTION - POND A -I
N.T.S.
OUTFALL OM = 7S8.J2
NORMAL POOL ELEY � 5,0"
061 APPLEI &70) = 757.89
6'-0" ,
18' OF Ra.A 776EL Y
,9119ERYfGVJS CLAY
COW9°ACED W PLACE- f r
3, X. 3T c"ON
aFv = 7MJ2 III III I
ELEV - 7M22=1 1 1 1 1
-� I—III111-
1 1 I I 7M.2 aAYLM&
k�11.1..J I Al I I 11I ICI J_I 1
11�
AN AS -MT SVRlE r OF 7HE NE 7XW ~. PREPA929 By A RE'rMMED
PRCIFMMWAL SWWYOR, 9LALL HE PROHOED OF THE FINAL LWAUB TO i'EN" SMME
4LCLLIVE.
• CRNMACRIR -WALL PROMS A MV 24' CLAY LAW R AT 7HE 00rAN AWU SIDES [iF 7FLE
PUM TO AIdAd7VA'2E SEERME Tit aAYMAIMAL U20 SHALL HALF A MMI8YM P5YC&T
PA55M PE NO IAA 55E W 7M A LIIXlID 101' CF AT LEAST 50 AAV A Pt OF JR
CLAY 9MLL BE PLACED dN B-AYA'f LFTS Mid COW°AC7EA TO A IiNSN" OF M OF THE
MAk7LA'AIV DENSRY AS a7ENAAWfD BrASTM D 698 (STAR PROCTOR) WTH A
AOSME CONTENT WTA W ACE RANGE CK 2 70 5 F&?ZNTAGE PCkWTS A006E O°71INJAL
TYPICAL 'POW EV&E WALL SECTION - POND A-3
N.T.S.
League Hall and Perkins, inc soale City of Fort Worth, Texas llizVLK24221
5237 N. Riverside Ddi Suite 100 N 1A Impro�mts for
sheet
Fnr, T.xas75137 Ye" INDOOR/OUTDOOR TRACK 48
817.336,57" 773 pA 817.33G2.E73 F: N "0'
.w-I. pi-.— dateKtn SWFMA EXHIBIT of
T9rEL5: ENGR F.TY9; SORY 1001l60q 1G015E01, i0144301 JUME2025 POND DETAILS (1 OF 4) 54 y
1.
i" PIC SO EME 4
90 DEGREE aflFALL
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POLYMER LINED CREEK BED SECTION DETA I L
NT5
teague nail and Perkins, inc
i`,°,le
5237 N. Ri—id. Drive, Suite 100
N/A
Fort Worth, Terns 76137
—Ff
NIA
417.336.5773 ph 817.336.2813 1:
.
w.1 �iM.ro.r
date
TBFEM ENGR F-T=0 50RV 100116M 10011601, 101 H301
JUNE 2025
tnp,
City of Fort Worth, Texas
VLK--�-
Improvemenls for
sheet
INDOOR/OUTDOOR TRACK
49
5WFMA EXHIBIT
of
POND DETAILS (2 OF 4)
54
r
.n, f 6 "-8" ICA.51dEf} IA'ii74 LZi69fiS (4" Th0'LYi)
�G
Epaw wE
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POLYMER LINED SEAM CREEK BED DETAIL
NTS
� �,prpro�~
teagve Hall and Perkins, inc 3o°�e City of Fort Worth, Texas VLK34211
5237 N. Riverside Ddi Suite 100 N 1A^A.L Impro� mts for
sheet
Fnr, W-th, Texas 3&2a Ye" INDOOR/OUTDOOR TRACK 50
817.336.5773 ph 817.33G2.E73 F: N "0'
,,,,,,—I. pi,K.— slateKtn SWFMA EXHIBIT of
T9rEL5: ENGR F.TY9; SORY 1001l60q 1sp15E01, i0144301 JUME2025 POND DETAILS (3 OF 4) 54 y
24" SOLID SOD AROUND HDWL
REINFORCING SHALL BE
#3 BANS /2 18" C-C EW
A
a
i
TYPICAL ALL
CORNER BARS
- 8" WALLS
(TYP)
r-- TOE WALL
REINFORCING SHALL BE
#3 BARS 0 18" C-C EW 8"
MATCH CHANNEL SLOPE
7
r�
TOE WALL
FINISHED GRADE
PER GRADING PLAN
2' TOE WALL ��� `'.����� 3' OR TOP
OF SLOPE
f WHICHEVER
HDPE OR RCP IS LESS
x
d 6"
�v SWTION A -A
TYM V HEADKAiLL DETAIL - POND A-1, A-Z A-�
N.T.e.
scale Ci} of Fort Worth, Texas
teagve Hall and Perkins, inc lioxi. Y VLK24211
5237 H. Riverside Drive, Suile 100 N/A t Improvem nls For sheet
Aorl Wurlh, Tams 76137 —1 .. INDOOR/OUTDOOR TRACK
817.336.5773 ph 817.336.2813 l: NIA 51
av tnpinc.— date 5WFMA EXHIBIT 4f
SBrEL5: INOR NnOa 5URV 100116M 10011601, 10174351 JUNE 2025 POND DETAILS (4 OF 4) 54 `
7. A 5EC77 V OF FFTER FABRIC SHALL BE REMOVED AS 90MN ON NS DETAk
TO PRO ME A 4" Ad4180WX CLEAR CPEMWG FABRIC MOST BE SEURED TO NMRE
BAG7MM µTTH aJP5 C R NOG ftW AT WS LOCH TAN,
2. INSPECTION SHALL BE MADE 8Y 77YE CONTRAVEW AND 5k T ACLYAI t" IM
MUST BE REMOVED MlHFN DEPTH REACHES 2�
3 CAN7RRACTA4 SHALL MO1WFOR NE PERF"ANCE OF XET PROTECTt(AV DURnvC
EA0i RAWALL EVENT ANO IMMEDIATELY REMOVE 7W MET PR07ECWNS !F
THE ST& -M'A TOR BEONS TO 0VfR70P TIE CLARR
4, R45GCET FMOTEC777ONS SHALL &' REMOVED AS SO67 AS T}IE SGPAR(.1F OF
.S MENT IS STAM20.
Sa1N4.K � r
s Q e a a
,a
SON SEW MET
leas
I@'
7 SW RIGS -5HkL- BE EIREr SFACO
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AWA7
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IIIIIIII
FR 9F Tom,
7'A'4 =A17.4kN1.4
AWE FA&W STRECRAE
I�—
lgLm LIL�iQ�lCR�A NUOIKER
OPENING OF SAND a4LG'S
TOP FR( rT
S 2 3
1(' 3 3
15' 3 4
20' 4 4
21109 MM
T. SRT FENCE YAY 6E USED WIRE THE GWXM 5LC1°ES ACRRiS A DI7UY OR SWALE
2 STEEL POSTS MWCH SUPPWT TW StTPENCE STALL BE INSTALLED OV A aGgT
ANGLE MORO THE ANWRA7EO R "T 5MYCE TFIE POST MUST BE BW55M A
MRSgtp N AF ME FOOT
J ft RE OF ThE 5R7 FENCE 5HALL BE 7Wk7W N WT`f A Y7 AVE OY WMARWCAL
TRENC7 SO VYA T THE DOW.%Gff FACE CIF TILE TWCCN IS FL.A T AND
PERPENDICULAR TO W LACE OF 7W ROW
4. 7W 7RDKH ARJST BE A MWmw OF 6• DEEP AND 6' mW M ALLO19 FAR THE SzT
FENCE FABRIC TO BE LAID NY TW GiP M AND BAC7CFkLED VW CY PACU
MATERIAL
5 W aT FENCE SFIGY.O RE SECtIRRrFASO O TO EACH STEEL SWPO9YT POST.
AL7ERN,471CY.. aTF&KE SHALL BE FASTED TO WIEN Md4E NHICH IS FASTENED
TO TIRE SIM POST X ENDS LK FABRIC SHALL 6%MAP THREE FEET
6. bYSPEC71ON STALL BE MADE NWaY AND AFTER EAG7H RAA FALL REPAIR OR
RBI ALWNT SHALL B{ MADE PROWRY AS MHO.
7 Sig T FENCE SHALL BE REMOVED OEM M SITE IS CYYYPLEVY STAaVZO 50 THAT
NAWAL DRAMWCC LS ROT BLOCKED OR IAYPEDED.
& ACCUMULATED 9ZT SHALL BE REVOU N Y5V IT REACIYES A DEPTH 97 HALF THE
EIGHT OF THE FENCE THE .9LT SHALL BE CSPOW OF AT A 97E APPR014<D BY THE
ONMIER AND RW SU(7I A MANALER AS TO PREVENT ADD NWAL %TA7) MI.
9. CCWTRAL'7oR To MAINTAw 5R7 FENCm AND ALL oTmff ER09GW CA'YM%
MEASURES AT ALL TTRIES P WYG THE VI WA PON OF ft PROECT
IR TILE SILT FENCE LOC4T*v S4ONN LS APPRvmATE. CY NTRACTG4 STALL APSTALL wT
FENCE AS NECESSARY TO PRESERVE AND PROTECT EJ057M TREES FENDS AND
NEGLFTA TXW At OW PROP&TY LINES
IL. CCWTRACTOR SHALL STAKE W PROFERTY LIIE LMFAWE 27MG SILT FEN(
FqA:F POST {6' smom
I'agsA Yr W) TIP.
I Agmwm Al A%Vliw
Aw AE9r 840mv
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u
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League Hall and Perkins, inc 3o°�e City of Fort Worth, Texas VLK34211
5237 N. Ri—id. Ddi Suhe 100 �+`,!!, Impro�mts for
sheet
Fnr, 7"p, Texas 3&2a Ye" INDOOR/OUTDOOR TRACK 52
817.336.5773 ph 817.33G2.E73 F: N "6'
slate tn SWFMA EXHIBIT of
T9rEL5: ENGR F.TY9; SORY 1001l60q 1sp15I01, i0144301 JUNE2025 EROSION CONTROL DETAILS (1 OF 3) 54 y
ROCK BERM dO�fE.y*
I. USE ONLY GPM GRADED ROCK 4-8 INNEY N DIAMETER FOR 57f5W FLOW
CAYDIAAe
2 M ROCK BEAR! STALL BE :aEM#W Mf7F! A AV EY ME S7 EATMM M PM A
MAXIMUM 0'906 OF I' AND A MNWUM MIRE SIZE OF 20 GAUGE AND 9YALL bE
BlNU AY A P?fNgf APPROXIYA TEL Y 3 TO 4 Wa ES PEEP,
3 TOE R= BEAM SHALL BE WSPEM MEEKLY OR AFTER L4C$1 RAN EbfNT AND
&NALL BE REPLACED W 15Y ME STRZn#?E GASES RJ ftWC' LW AS WTENDED DUE
TO %T ACaWiRAALW AAIOHG THE ROM WA5HOU7; CONSTRUCTION TRAFFIC
PAMAGF- ETC
4, W iSV-%FREi1MS A DEPTH EOUAL 70 AYE-7FA44D AF NE a7GHT OF M ffi4M
AR aV FOOT MWCH EUR IS LESS AfE SLr 94A11 BE REAf460 AND DISPOSO OF
PROPER£ Y.
5. W iEN THE SITE IS CDAIGPLMY STAB1IM, M BERM AND ACCTWAATEO 9LT 9;ALL
AF REVMV AND DISPOSED OF N AN APPROVED MANNEI4.
6. R" BEAM St1(xILD OF USED AS 07&K DAYS FW COMCDV7RA7FD aOwAND ARE
NOT AVTENDED FOR USE W PE TFR MTF07AN
League Hall and Perkins, inc City of Fort Worth, Texas VLK?4211
5237 N. Riverside Dave, Soil. lap �+`,!!, Improv "ts for
sheet
po..SMph 817-3als7 rt INDOOR/OUTDOOR TRACK 53
617.336.5773 ph 817.33a.2&13 F: N "�'
date tn SWFMA EXHIBIT PF
TBrEIsc EHGR F.739; SiIRY 10O1l60q 5001100i, 10144:!! tiJUME2025 EROSION CONTROL DETAILS (2 OF 3) 54 y
12°/18" THICK GROUTED ROCK RIP -RAP
6" THICK BEDDING
IfXCA VA TE TO THIS LINE & INSTALL FIL TER FABRIC PER
MANUFACTURER'S RECOMMENDA RON
FABRIC SHALL BE GEOTEX 1077 OR EQUAL
RIPRAP
GRADATION
12" THICKNESS
OF RIP RAP
SIEVE SIZE
SQUARE MESH PERCENT PASSING
15 Inch 100
12 Inch 70- 100
8 Inch 45- 75
6 Inch 30- 55
3 Inch 1C- 30
1.5 Inch 0- 10
RIPRAP
GRADATION
18" THICKNESS
OF RIP RAP
SIEVESIZE I PERCENT PASSING
SQUARE MESH
21 Inch
100
18 Inch
65-100
12 Inch
35- 65
8 Inch
15-40
6 Inch
S- 2S
4 Inch
0- 15
GROUTED ROCK RIP RAP DETAIL - POND A-2
N.T.5.
teague nail and Perkins, inc scale City of Fort Worth, Texas VLK24211
5237 N. Ri—side Drive, Suile 100 N/A Improvements for sheet
Aor. 773p 817.76137 + INDOOR/OUTDOOR TRACK 54
817.336.5773 pis 817.33L.2813 Fx NSA
w—InQh-com date tn SWFMA EXHIBIT of
SBrEL5; ENGRF-M3 RIRV 100116M 10011591, 10194301 JUNE 2025 EROSION CONTROL DETAILS (3 OF 3) 54
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND
MAINTENANCE PLAN FOR RETENTION / DETENTION
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 sediment and trash removal shall occur when the water level in the retention pond
exceeds the additional storage volume above the standard water surface elevation by more
than 10%. Sediment trash and debris shall be removed and the facility shall be returned to
the original features, grades and water surface elevation shown on the approved exhibits
attached to this Stormwater Facility Maintenance Agreement (SWFMA). In addition,
corrective measures are required any time the additional storage volume above the standard
water surface elevation of the retention portion of the facility does not drain within 72 hours
of cessation of inflow.
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 facilities primary components, mowing, silt, litter and
debris removal dates.
• 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.
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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 10
Rev. 11/19/2020 JLE
FORT WORTH Fort Worth C I
Stormwater
Management
" EXHIBIT D"
STORMWATER RETENTION/DETENTION FACILITY MAINTENANCE CHECKLIST
FREQUENT INSPECTION
Inspection Item: Date: Repairs Required: Repairs Made: Notes:
Remove: Trash and
Debris
Remove: Grass
Clippings, Leaves, Etc.
MINOR INSPECTION:
Inspection Item: Date: Repairs Required: Repairs Made: Notes:
Condition of Outfall
Structure
Amount of Silt in
Outfall Structure
Amount of Ponded
Water the Water Pool
Elevation in Facility
MAJOR INSPECTION:
Inspection Item: Date: Repairs Required: Repairs Made: Notes:
Type / Condition of
Outfall Structure
Size and Condition of
Outfall Pipe
Evidence of Roots
Infiltrating the Facility
Evidence of
subsidence around
facility
FORT WORTH
Facility Name:
Exhibit "D"
INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN
Basin/Pond Number: Inspected By:
Type of Inspection: Annual , Quarterly , Monthly
Basin Conditions:
Facility Agreement Number:
Date:
, Routine , or Storm Event , (# days since event
1. Is there standing water or wet spots?
2. Does sides or bottom show signs of erosion, settling, cracking, etc?
3. Does dam or emergency spillway show signs of erosion, settling,
cracking, or other problems?
4. Is there evidence of animal burrowing in dam?
5. Is there evidence of changes in shape or volume of basin?
6. Do vegetated areas need mowing?
7. Are there trees or woody growth in dam?
8. Are there areas that need to be re -vegetated?
9. Is there any accumulation of silt, trash, debris or litter in the basin?
10. Are there any other basin maintenance activities needed?
Structural Components:
1. Are pipes, channels, trash racks, etc. free of obstructions?
2. Are pipes, spillway or trash racks in need of repair?
3. Is the low flow or trickle channel in need of repair?
4. Is the outfall channel in need of repair?
5. Are there any other structural maintenance activities needed?
Plan for correcting deficiencies:
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
Comments
Yes
No
Comments
Signature:
Date:
0
Fort We th
Stormwater
Management
Owner's Representative
Form CFW-6
CFW- SEPTEMBER 2015 Appendix A A-17