HomeMy WebLinkAbout064689 - Construction-Related - Contract - All Star Corrugated Real Estate, LLC2/io/Zo26
Date Received: Permit No.: SWFMA-25-0084
Time Received:
8:52 a.m.
City Secretary No.; 64689
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this $th day of February
2026, by and between All Star Corru�ated Real Estate, LLC, formerly known as Complete
Real Estate LLC, acting by and through Andrea Nelson, COO/CFO — Spell Capital its
duly authorized signer, 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
11,194 square foot, or 0.2570 of an acre tract of land situated in the Jesse Teague Survey,
Abstract No. 1546, being a portion of Lot 6-B, Block 1, Oak Grove Park Addition, an
addition to the City of Fort Worth, Tarrant County, Texas recorded in Volume 388-212,
Page 86, Plat Records, Tarrant County, Texas and being a portion of that tract of land
described to Complete Real Este, LLC, by Special Warrant deed, recorded in Document
No. D224063316, 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 All Star Corru�ated 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
�FFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
CITY SECRETARY
FT. WORTH, TX �
that on-site Stormwater Management Facilities be constructed and maintained on a portion
of the Property; and
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 "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 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 E�ibit "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 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
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
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
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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
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
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 (1) 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 "A" 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
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
on the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owner's association.
REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK
STORMWATER FACILITY MAINTENANCE AGREEMENT 5
Rev. 03/01/2022 BN
Exe�uted tllis 8th day ,�{' February
CITY OF FORT WORTH
;
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date:
02/08/2026
Approved as to Form and Legality:
!� �: fCe-v�r'��� �l,�r,fie-��, ll
M. Kevin Anders, II (Feb 3, 2026 11:45:22 CST)
M. Kevin Ande�s, II
Assistant City Attorney
City Attorney's Office
02/03/2026
Date:
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ATTEST: p�� � �?'=�4
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Jannette S. Goodall
City Secretary
Date:
02/10/2026
2026.
LANDOWNER
All Stac Corrugated Real Estate, LLC
A Delawace limited liabi(ity company
w� � ��
By: Andrea Nelson, C00/CFO — Spell
Capital
Its: Authocizecl Signec
Date: � I 20� "1--�Z. �
Contract Compliance Managei•:
By signing, I acknowledge that I am the
person responsible for the monitoring and
administration of this contract, including
ensuring alf pe►•formance a�ld reporting
i•eq ii•ei e ts.
ICandice Merrick
Planning Managei•
02/03/2026
Date:
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT cJ
Rev. 03/01/2022 BN
STATE OF TEXAS
COUNTY OF TARRANT
0
0
This insti•ument was acknowledged befoce me on February 8, 2026 by
Jesica McEachern, Assistant City Manager of the City of Fort Wocth, on behalf of the City
of Fort Wo��th. ,(� �2���
/ l
�R �� KATNLEEN BRA�FOkD
Nata Pu61ic
i�Po STATE OF iEXAS
`? Natary I.D. 12147197
oF� My Comm. Exp. Apr. i2, 2027
LANDOWNER
STATE OF M1nn�25o�7�--
COUNTY OF �,{�y��I�� y�
—f
Notary Public, State of Texas
§
§
BEFORE ME, the wldecsigned authority, a Notary Public in and for the State of
�,��g�n�� , on this day personally appeaced 1�'Y1�Y-eA. j���S 0 v1
(name), ('iE� d� C,�� (title), known to me to be the
person whose name is subscribed to the foregoing instrument, and acknowledged to me
t11at he/she executed the same for the purposes and consideration therein expressed, as the
act and deed of ��1 S�A✓ C6YYu(�G�tfc( �� �.fi�it- �-(.� (entity), a
�l
�,,�yt;� ��;�,� I,'�C� � (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this
of �(�.Vlufi�v� , 20�.
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
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Notaiy Public, State of
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„� ��� MY Conxnlsslon E�kes Jerx�ar�' 31, 2031 ,,,
, „ _ 6
EXHIBIT "A"
LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
STORM WATER MAINTENANCE FACILITY AGREEMENT
11,194 SF, 0.2570 ACRES
LOT 6-B, BLOCK, 1 OAK GROVE PARK
JESSE TEAGUE SURVEY, ABSTRACT NO. 1546
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
Being a 11,194 square foot, or 0.2570 of an acre tract of land situated in the Jesse Teague Survey, Abstract Number 1546,
being a portion of Lot 6-B, Block 1, Oak Grove Park Addition, an addition to the City of Fort Worth, Tarrant County, Texas,
recorded in Volume 388-212, Page 86, Plat Records, Tarrant County, Texas, and also being a portion of that tract of land
described to Complete Real Estate, LLC, by Special Warranty Deed, recorded in Instrument Number D224063316, Official
Public Records, Tarrant County, Texas, and being more particularly described by metes and bounds as follows:
COMMENCING from a 1/2-inch iron rod with cap stamped "ELIZONDO 6386" found for the southeast corner of Lot 4A,
Block 1, Oak Grove Forum, Inc., recorded in Volume 388-113, Page 203, Public Records of Tarrant, County, Texas, also
being the northeast corner of said Lot 6-B, and being in the west right-of-way line of Oak Grove Road (120' right-of-way,
Cabinet A, Slide 8954, Plat Records, Tarrant County, Texas);
THENCE, along the west right-of-way line of said Oak Grove Road, the following bearings and distances:
South 00° 27' 08" East, a distance of 11.38', to the POINT OF BEGINNING;
South 00° 27' 08" East, a distance of 11.40', from which a 1/2" iron rod found with 'Elizondo' cap at the southeasterly
corner of said Lot 6-B bears South 00° 27' 08" East, a distance of 534.99';
THENCE, departing the westerly right-of-way line of Oak Grove Road and over and across said Lot 6-B the following
bearings and distances:
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South 29° 32' 52" West, a distance of 66.82' to a point for corner;
South 89° 29' 22" West, a distance of 86.44' to a point for corner;
South 00° 27' 08" East, a distance of 12.18' to a point for corner, being at the beginning of a tangent curve to the right,
aving a radius of 44.50', a central angle of 89° 49' 27", and a chord bearing and distance of South 44° 27' 36" West,
2.84';
With said curve to the right, and arc length of 69.76' to a point for corner;
South 89° 29' 22" West, a distance of 30.63' to a point for corner, being at the beginning of a tangent curve to the
right, having a radius of 44.50', a central angle of 90° 03' 30", and a chord bearing and distance of North 45° 28' 53"
West, 62.96';
With said curve to the right, an arc length of 69.95' to a point for corner;
North 00° 27' 08" West, a distance of 17.20' to a point for corner, being at the beginning of a tangent curve to the right,
having a radius of 24.50', a central angle of 90° 00' 00", and a chord bearing and distance of North 44° 29' 22" East,
34.65';
With said curve to the right, an arc length of 38.48' to a point for corner;
North 89° 29' 22" seconds East, a distance of 30.22' to a point for corner;
North 00° 27' 08" West, a distance of 20.07' to a point for corner;
North 44° 29' 22" East, a distance of 21.81' to a point for corner;
URBAN
STR/�TEGY
4zzz Main St
Dallas, Texas 75zz6
Firm Registration #ioigy6io, zi4396�2339
www.urbanstrategy.us
ISSUE DATE: 01/06/2026 I PROJECT NO.: 241095.2 I N/A
Continued on Sheet 2
PAGE 1 OF 3
STORM WATER MAINTENANCE FACILITY AGREEMENT
11,194 SF, 0.2570 ACRES
LOT 6-B, BLOCK, 1 OAK GROVE PARK
JESSE TEAGUE SURVEY, ABSTRACT NO. 1546
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
Continued from Sheet 1
North 89° 29' 22" East, a distance of 14.14' to a point for corner;
South 44° 29' 22" West, a distance of 27.67' to a point for corner;
South 00° 27' 08" East, a distance of 15.92' to a point for corner;
North 89° 29' 22" East, a distance of 30.31' to a point for corner, being at the beginning of a tangent curve to the right
having a radius of 24.50', a central angle of 78° 26' 52", and a chord bearing and distance of South 51 ° 17' 12" East,
30.99';
With said curve to the right, an arc length of 33.54' to a point for corner;
North 89° 29' 22" East, a distance of 81.17' to a point for corner;
North 29° 32' 52" East, a distance of 58.35' to a point for corner;
North 00° 27' 08" East, a distance of 8.73' to a point for corner;
North 89° 34' 21" East, a distance of 10.00', to the POINT OF BEGINNING, and containing 11,194 square feet or
0.2570 acres of land.
The Basis of Bearing are based on the State Plane Coordinate System, Texas North Central Zone 4202, North American
Datum of 1983, adjustment realization of 2011. This metes and bounds description is accompanied by an exhibit of even
date.
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URBAN
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r,zzz Main st
Dallas, Texas 75zz6
Firm Registration #ioigy6io, zi4396 z339
www.urbanstrategy.us
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MARK ALLAN NACE
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Mark A. Nace
Date
Registered Professional Land Surveyor
Texas Registration No. 5539
ISSUE DATE: 01/06/2026 I PROJECT NO.: 241095.2 I N/A I PAGE 2 OF 3
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STORM WATER MAINTENANCE FACILITY AGREEMENT
11,194 SF, 0.2570 ACRES
LOT 6-B, BLOCK, 1 OAK GROVE PARK
JESSE TEAGUE SURVEY, ABSTRACT NO. 1546
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
ILOT 4A, BLOCK 9
OAK GROI/E FORUM
� VOL. 388-193, PG. 203 30'ACCESS & F/RE ESMT.
� CAB. A, SL/DE8954
� P. R. T. C. T. M R. T. G T.
\
� - - - - - - - - - - -
5'ORAINAGE& UTIL/TYESMT.
i/2" /RF CAB. A, SL/DE 8954
��CMJ- --- ----- P.R�T.C_T. � -
�N89 2922'E 390.48' L 18 I/ �
, ,, ., �
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LOT 6-B, BLOCK 1
OAK GRO l/E PARK
SECOND F/L/NG
l/OL. 388-212, PG. 86
P. R. T. C. T.
L15
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VOL. 388-292, PG. 86 �
P. R. T. C. T.
�
� TORM W.4 TER �
MA/NTENANCE FAC/L/TY �
EASEMENT
11,194 SF/0.2570 ACRES �
COMPLETEREAL ESTATE, LLC I
/NST. NO. D224063396
O. P. R. T. C. T.
Curve Table
Curve # Central Angle Radius Length Chord Bearing Chord Distance
C1 89°49'27" 44.50' 69.76' S44°27'36"W 62.84'
C2 90°03'30" 44.50' 69.95' N45°28'S3"W 62.96'
C3 90°00'00" 24.50' 38.48' N44°29'22"E 34.65'
C4 78"26'52" 24.50' 33.54' S51°17'12"E 30.99'
GENERAL NOTES
1. THE BASIS OF BEARING SHOWN HEREON IS BASED ON
THE STATE PLANE COORDINATE SYSTEM, TEXAS NORTH
CENTRAL ZONE 4202, NORTH AMERICAN DATUM OF
1983 ADIUSTMENT REALIZATION OF 2011
>/2" /RF I
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LOT6A,BLOCK> I� �
OAK GRO I/E PARK I W
SECOND F/L/NG I o
I/OL. 388-212, PG. 86 N
P. R. T. C. T. I o
i o
2. THIS EXHIBIT IS ACCOMPANIED BY A METES AND LEGEND
BOUNDS DESCRIPTION OF EVEN DATE. o BOUNDARY/LOT CORNER
3. NOT ALL LOT LINES OUTSIDE OF THE BOUNDARY OF THE IRF IRON ROD FOUND
MNF MAG NAIL FOUND
SUBJECT PROPERTY SHOW HEREON HAVE BEEN p.O.B, pOINT OF BEGINNING
SURVEYED AND ARE SHOWN AS GRAPHICAL DEPICTION P O.C. POINT OF COMMENCING
BASED ON RECORDED INFORMATION AND TAX MAPS. (cM� coNrRo�urvc nnoNUMENT
URBAN
STR/�TEGY
r,zzz Main st
Dallas, Texas 75zz6
Firm Registration #ioigy6io, zi4396 z339
www.urbanstrategy.us
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20' DRAINAGE &
UTILITYESMT. �
CAB. A, SL lDE 8954 �� I
`� � „ M. R. T. C. T. �
VOL.,PG.VOLUME,PAGE
M.R.T.C.T. MAP RECORDS, TARRANT
COUNTY,TEXAS
O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS,
TARRANT COUNTY, TEXAS
INST. NO. INSTRUMENT NUMBER
CAB. CABINET
IRFC IRON ROD FOUND CAPPED
P.R.T.C.T. PLAT RECORDS,
TARRANT COUNTY, TEXAS
SF SQUARE FEET
ESMT. EASEMENT
Line #
L1
L2
L3
L4
L5
L6
L7
L8
L9
Distance
11.38'
11.40'
66.82'
86.44'
12.18'
30.63'
17.20'
30.22'
20.07'
Line Table
Bearing
S00°27'08"E
S00°27'08"E
S29°32'52"W
S89°29'22"W
S00°27'08"E
S89°29'22"W
N00°27'08"W
N89°29'22"E
N00"27'OS"W
ISSUE DATE: 01/06/2026 I PROJECT NO.: 241095.2 I
GRAPHIC SCALE
60' 0 30' 60'
1 inch = 60 feet
�P.O. C.
9/2" IRFC (C. M.)
'EL/ZONDO 6386"
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60' �� 60'
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I Line #
IL10
IL11
IL12
IL13
IL14
IL15
IL16
IL17
IL18
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Line Table
Bearing
N44°29'22"E
N89°29'22"E
S44°29'22"W
500�27'OS"E
N89°29'22"E
N89�29'22"E
N29°32'52"E
N00°27'08"W
N89°34'21"E
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Distance
21.81'
14.14'
27.67'
15.92'
30.31'
81.17'
58.35'
8.73'
10.00'
1 INCH = 60 FEET
PAGE30F3
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EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
Ex a" vc ww, eur�r �9ao LOT 4A, BLOCK i
(83�° sH �) OAK GRO �E FORUM /NC
(PRo✓EcrNo. �os->3oaa-»o)� �OL 388-113, PG 203
� P. R. T. C. T. � �
� ONE-STORY
p�
MASONRY BUILDING CONNECT TO EX.
� #8936 84':Y24" BOX CUL �ERT
l �' � � � � � � (CONTRACTOR TO l/ER/FY
� EX. 7 X2' STM E EXACT L OCA TION & FL OWLINE
STORMWATER PRIOR TO CONSTRUCT/ON)
MAlIVTENANCE 2L /IVSTALL:
FACIL/TY (PROJ�
EASEMENT 1- 45 � WYE
�M� �u�-�,�,: r, ,�c—ww���ti�- —7 �� ww-2o� ORAIIVAG FL B4"=674.80
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"POND OUTFALL 2" �
24" STM RCP
INSTALL:
1- WINGED CONC. _,\� '�
HEADW,4LL
FL 18'=675.77
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� 18"STMRCP
� INSTALL:
1-EMERGENCY OUTFALL
WEIR STRUCTURE
_ .
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INSTALL:
9-DETENTION OUTFALL
ORIFICE STRUCTURE
"POND DUTFALL 1 " i �
—r24" STM RCP � /
1
"POND /NFLOW 1
18"STMRCP
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ESMT
(BY PLATJ
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5' UTIL/TY ESMT �
�OL. 388-272, PG. 86
P. R. T. C. T.
INSTALL: �
1- WINGED CONC.
HEADW,4LL
FL 18'=675.77
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INSTALL:
1- W/NGED CONC.
HEADWALL
NOTES:
"NO SAVED OR PROPOSED TREES ARE WITHIN THE SWMFA BOUNDARY LIMITS"
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DEVELOPER:
ALL STAR CORRUGATED
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FORT WORTH, TEXAS
76ayo
GRAPHIC SCALE
DRAWN BY: AS � DATE: 12/13/2 �25 � DWG FILE: EXHIBIT B
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ALL STAR
CORRUGATED
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i �=
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� US PROJECT #: 241095
EXHIBIT B
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Dallas,Texas75 6
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� � FORUM WAYSOUTH �. �a �%z � �y
(6p FOOT WqE R.a1KJ P.R.T.GT.
2 LEGEND
AREA DESIGNATION � TIME OF CONCENTRATION FLOW PATH
0.95ac DRAINAGE AREA IN ACRES R RIDGE LINE
100 YEAR RUN OFF RATE
759 404 EX. CONTOURS
�� DRAINAGE AREA DELINEATION
FLOW PATTERN 404 CONTOURS
NOTES: EXHIBIT 6
"NO SAVED OR PROPOSED TREES ARE WITHIN THE SWMFA BOUNDARY LIMITS"
0 50 100 DEVELOPER: ALL STAR
ALL STAR CORRUGATED w�.��ba��`�a1e9v�� �E� �,,,396�339
CORRUGATED � U RBAN a,on 5
�4�5 FORUM WAV SOUTH yxxx Main Street
FORT W�RTH, TEXA5,6i4o EXPAN SIO N �a��as, Te%dS,S��6
STR/�TEGY F s ^F
GRAPHIC SCALE
DRAWN BY: AS � DATE: 12/12/2 ��5 � DWG FILE: EXHIBIT B � US PROJECT #: 241095
0
DRAINAGE AREA CALCULATIONS
DRAINAGEAREA '0'REA � T� I1 IS I100 Ql QS Q100
(ACRES) (MIN)
1
2
3
4
5
6
7
OS1
OS2
0.32
1.86
0.94
1.16
0.15
0.08
0.49
0.31
0.10
REMARKS
0.34 10 3.89 5.51 9.76 0.42 0.60 1.06 DRAINAGE CONVEYED TO EX. WYE INLET ONSITE �
0.85 12.8 3.51 4.96 8.77 5.55 7.84 13.87 DRAINAGE CONVEYED TO DETENTION POND THROUGH PROP. CURB INLET ONSITE �
0.90 10 3.89 5.51 9.76 3.29 4.66 8.26 DRAINAGE CONVEYED TO DETENTION POND THROUGH PROP. CURB INLET ONSITE I
0.90 10 3.89 5.51 9.76 4.06 5.75 10.19 DRAINAGE CONVEYED TO EX. GRATE INLET ON SITE I
0.41 10 3.89 5.51 9.76 0.24 0.34 0.60 DRAINAGE CONVEYED TO DETENTION POND THROUGH PROP. GRATE INLET ONSITE I
0.30 10 3.89 5.51 9.76 0.09 0.13 0.23 DRAINAGE CONVEYED TO OAK GROVE RD ROW I
0.90 10 3.89 5.51 9.76 1.72 2.43 4.30 DRAINAGE CONVEYED TO DETENTION POND THROUGH PROP. STORM SYSTEM I
0.30 15 3.23 4.55 8.02 0.30 0.42 0.75 DRAINAGE CONVEYED TO ONSITE I
0.30 15 3.23 4.55 8.02 0.10 0.14 0.24 DRAINAGE CONVEYED TO ONSITE I
Proposed Drainage Areas Time of Concentration using TR-55 Method I
Flow Lengths ft) Elevati�ns (ft) Avg. Slope (ft'ft) Flow Time (hr) I
Area
Ll L2 L3 Ei E2 E3 E4 Sl 52 53 Tl T2 T3 Tc Tc (min) I
I 1 50 50 282 682.41 681.97 681.70 678.50 0.01 0.01 0.01 0.18 0.01 0.39 0.58 35.1 I
I 2 50 408 0 686.14 685.55 679.19 0.00 0.01 0.02 0.00 0.16 0.05 0.00 0.21 12.8 I
I 3 50 140 0 682.25 681.75 679.19 0.00 0.01 0.02 0.00 0.01 0.01 0.00 0.03 1.7 I
I 4 SO 332 0 686.44 684.92 680.24 0.00 0.03 0.01 0.00 0.01 0.04 0.00 0.05 2.9 I
I 5 50 117 0 682.00 680.35 679.02 0.00 0.03 0.01 0.00 0.11 0.02 0.00 0.13 7.5 I
I 6 21 0 0 685.13 681.73 0.00 0.00 0.16 0.00 0.00 0.03 0.00 0.00 0.03 1.7 I
I 7 50 138 0 711.25 711.13 710.78 0.00 0.0025 0.0025 0.00 0.03 0.04 0.00 0.06 3.8 I
I OS1 50 14 0 685.25 684.49 684.27 0.00 0.02 0.02 0.00 0.15 0.00 0.00 0.15 8.8 I
I OS2 50 86 0 690.50 690.00 687.05 0.00 0.01 0.03 0.00 0.17 0.01 0.00 0.18 10.8 I
I nPfd55 0•24 I
I�<a�rece 0.011 I
I Pzlin) 3.522 I
�heet Flow Shallow Concentrated Flow
Shzet {low is flow over a planar surface with a depth up to The equation for shallaw cancentrated flow travel time is
0.1 ieet. The following equation can be used �o estimate the as follows_
sheet fla.v travel time. Ordinarily, sheet flow will occur for a T - L� (Equatinn 2.5)
distance of 50 to 100 feet. For sheet flaw acrass impervious " j(p�G'
surfaces, the maximum sheet flow length shall be 50 feet. T = Tme of concentration �representing shallow
�J pR7��aL��+ � concentrated flow (hr}
T - {Equatinn .�11
' iP,1 �' (S� 1°' L- Length of shallow concentrated flow (ft)
T a= Tme of concentration representing sheet flow (hr)
• i` = Average velocity [ftls)
rr = Manning's raughness coefficient (reference Table 2.5)
These epuations can be used to determine average
L= Flow length ift) (5 100 ft) �elocities, mcluding for slopes less than 0.0a5 ft/ft.
P, = 2-year {50% AEP) 24-hour rainfall {in) L'nprirerl l sc - lb.13(SI°' (Eqzratro�i 2.61
S� = Slope of land surface Ift/ft) PaveA i'��, - 20.33(S/"' (Eqaratio�t 2JJ
i' = Average velocity for shallow concentrated flow {ft/s}
5= Slope of land surface (ftlft)
ChanmeV Flow
The equa:i�n related to channel flow relates velociry_
length, and time:
T , - L� (Eqiratio�r ?.�41
3�nni�
T= Time of concentration representing stream or
channel flaw (hr)
L,= Effective hydraulic length af ditch or channel {ft)
1� = Average velocity of dltch or chanmel flow (fG's)
EXHIBIT 6
0
DEVELOPER: ALL STAR
ALL STAR CORRUGATED CORRUGATED
�4�5 FORUM WAV SOUTH
FORT WORTH, TE�,5,6=4o EXPAN SIO N
DRAWN BY: AS � DATE: 12/12/2 ��5 � DWG FILE: EXHIBIT B
� US PROJECT #: 241095
www.urbanstrate9y-�s TEL-».�_3g6 �33g
� U R BA N 4�==Ma�os��ee�
oaiias, rexas F5��5
STR/�TEGY
0
POND RELEASE SUMMARY
�A�� C T� 11 15 1100 Q1 Q5 Q100
(MIN)
OFFSITE EXISTING 0.31 0.30 15 3.23 4.55 8.02 0.30 0.42 0.75
EXISTING 3.75 0.40 15.3 3.21 4.52 7.97 4.82 6.78 11.96
PROPOPSED BYPASS 0.32 0.34 10 3.89 5.51 9.76 0.42 0.60 1.06
ALLOWABLE POND RELEASE 4.69 6.60 11.64
ACTUAL POND RELEASE 4.39 5.49 10.71
I DETENTION OUTFALL STRUCTURE
OPENING #1 OPENING #2
DESIGN STORM ELEVATION (CFS) (CFS) TOTAL (CFS)
ORIFICE ORIFICE
1-YEAR 676.50 4.38 NA 4.39
I 5-YEAR 676.98 5.60 NA 5.49
� 100-YEAR 677.87 6.43 4.30 10.71
Unn,vc ( FT3)
VM� (AGFT)
I WSE
I FREEBOARD
DETENTION VOLUME CALCULTIONS I
1-YEAR 5-YEAR 100-YEAR EMERGENCY OVERFLOW
3,736 5,939 10,672 17,284
0.09 0.14 0.24 0.40
676.50 676.98 677.87 678.90 I
4.02 3.54 2.65 1.62 I
I EMERGENCY OVERFLOW (E.0) CALCULATIONS
I N PUT VALU E
Q N-ioo 29.30
CORIFICE 0.6�
I INVERT OF E.O 677.97
I TOP OF E.O 679.97
� TOP OF POND 680.52
EXHIBIT 6
n
0
DEVELOPER:
ALL STAR CORRUGATED
�4�5 FORUM WAV SOUTH
FORT WORTH, TEXAS �6a4o
DRAWN BY: AS � DATE: 12/12/2 �25 � DWG FILE: EXHIBIT B
ALL STAR
CORRUGATED
EXPANSION
� US PROJECT #: 241095
www.urbanstrate9y-�s TEL-».�_3g6 �33g
� U R BA N 4�==Ma�os��ee�
oaiias, rexas F5��5
STR/�TEGY
0
ALL STAR DETENTION POND REPORT
11
Hydraflow Hydrographs Extension for AutodeskOO Civil 3D� by Autodesk, Inc. v2026 Wednesday, OS / 28 / 2025
Pond No. 1- ALL STAR DETENTION POND
Pond Data
Pond storage is based on user-defined values.
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqk) Incr. Storage (cuft) ToWI storage (cuk)
0.00 675.00 n/a 0 0
0.77 675.77 n/a 825 825
1.00 676.00 n/a 861 1,686
2.00 677.00 n/a 4,348 6,034
3.00 678.00 n/a 5,403 11,437
4.00 679.00 n/a 6,557 17,994
5.00 680.00 n/a 7,811 25,804
5.52 680.52 n/a 4,599 30,403
Culvert / Orifice Structures
IA1 IBl
Rise (in) = 24.00 6.00
Span (in) = 24.00 24.00
No. Barrels = 1 1
Invert EI. (k) = 675.00 675.01
Length (k) = 180.71 0.00
Slope (%) = 0.55 0.00
N-Value = .013 .013
Weir Structures
[A] [B] [C] [D]
Crest Len (ft) Inactive Inactive Inactive Inactive
Crest EI. (ft) = 0.00 0.00 0.00 0.00
WeirCoeff. = 3.33 3.33 3.33 3.33
WeirTYpe = --- --- --- ---
Multi-Stage = No No No No
[C] [PrfRsr]
6.00 Inactive
24.00 0.00
1 0
676.98 0.00
0.00 0.00
0.00 n/a
013 n/a
Orifice Coeff. = 0.67 0.67 0.67 0.60 Exfil.(in/hr) = 0.000 (by Wet area)
Multi-Stage = n/a Yes Yes No iW Elev. (ft) = 0.00
No�e:CulverVOriflceou��owsareanatyzedunderinle�(ic)andou�let(oc)control Weirnserscheckedbrorificecondi�ionsQc)andsubmergence(s)
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total
tt cuk ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 675.00 0.00 0.00 0.00 --- --- --- --- --- --- --- 0.000
0.08 83 675.08 0.04 ic 0.04 ic 0.00 --- --- --- --- --- --- --- 0.040
0.15 165 675.15 0.15 ic 0.15 ic 0.00 --- --- --- --- --- --- --- 0.150
0.23 248 675.23 0.33 ic 0.33 ic 0.00 --- --- --- --- --- --- --- 0.328
0.31 330 675.31 0.54 ic 0.54 ic 0.00 --- --- --- --- --- --- --- 0.542
0.39 413 675.39 0.82 ic 0.82 ic 0.00 --- --- --- --- --- --- --- 0.824
0.46 495 675.46 1.13 ic 1.13 ic 0.00 --- --- --- --- --- --- --- 1.133
0.54 578 675.54 1.49 ic 1.47 ic 0.00 --- --- --- --- --- --- --- 1.472
0.62 660 675.62 1.75 ic 1.75 ic 0.00 --- --- --- --- --- --- --- 1.753
0.69 743 675.69 2.03 ic 2.03 ic 0.00 --- --- --- --- --- --- --- 2.031
0.77 825 675.77 2.33 ic 229 ic 0.00 --- --- --- --- --- --- --- 2291
0.79 911 675.79 2.35 ic 2.35 ic 0.00 --- --- --- --- --- --- --- 2.352
0.82 997 675.82 2.45 ic 2.45 ic 0.00 --- --- --- --- --- --- --- 2.446
0.84 1,084 675.84 2.54 ic 2.53 ic 0.00 --- --- --- --- --- --- --- 2.532
0.86 1,170 675.86 2.66 ic 2.58 ic 0.00 --- --- --- --- --- --- --- 2.580
0.89 1,256 675.89 2.67 ic 2.67 ic 0.00 --- --- --- --- --- --- --- 2.670
0.91 1,342 675.91 2.77 ic 2.75 ic 0.00 --- --- --- --- --- --- --- 2.750
0.93 1,428 675.93 2.80 ic 2.80 ic 0.00 --- --- --- --- --- --- --- 2.800
0.95 1,514 675.95 2.90 ic 2.90 ic 0.00 --- --- --- --- --- --- --- 2.895
0.98 1,600 675.98 3.01 ic 2.95 ic 0.00 --- --- --- --- --- --- --- 2.950
1.00 1,686 676.00 3.03 ic 3.03 ic 0.00 --- --- --- --- --- --- --- 3.025
1.10 2,121 676.10 3.39 ic 3.31 ic 0.00 --- --- --- --- --- --- --- 3.310
1.20 2,556 67620 3.65 ic 3.60 ic 0.00 --- --- --- --- --- --- --- 3.601
1.30 2,991 676.30 3.93 ic 3.87 ic 0.00 --- --- --- --- --- --- --- 3.870
1.40 3,426 676.40 421 ic 4.12 ic 0.00 --- --- --- --- --- --- --- 4.120
1.50 3,860 676.50 4.38 ic 4.38 ic 0.00 --- --- --- --- --- --- --- 4.379
1.60 4,295 676.60 4.65 ic 4.63 ic 0.00 --- --- --- --- --- --- --- 4.628
1.70 4,730 676.70 4.84 ic 4.84 ic 0.00 --- --- --- --- --- --- --- 4.843
1.80 5,165 676.80 5.12 ic 5.08 ic 0.00 --- --- --- --- --- --- --- 5.083
1.90 5,599 676.90 5.30 ic 5.30 ic 0.00 --- --- --- --- --- --- --- 5.297
2.00 6,034 677.00 5.60 ic 5.50 ic 0.02 ic --- --- --- --- --- --- --- 5.523
2.10 6,575 677.10 5.96 ic 5.65 ic 0.32 ic --- --- --- --- --- --- --- 5.963
220 7,115 67720 6.60 ic 5.77 ic 0.78 ic --- --- --- --- --- --- --- 6.558
2.30 7,655 677.30 729 ic 5.87 ic 1.38 ic --- --- --- --- --- --- --- 7242
2.40 8,195 677.40 8.02 ic 5.95 ic 2.07 ic --- --- --- --- --- --- --- 8.015
2.50 8,736 677.50 8.89 ic 6.01 ic 2.79 ic --- --- --- --- --- --- --- 8.807
Continues on next page...
EXHIBIT B
0
DEVELOPER: ALL STAR
ALL STAR CORRUGATED CORRUGATED
'+4�SFORUM WAYSOUTH
F°RT"'°RT",TE�,S EXPANSION
�ew�
DRAWN BY: AS � DATE: 12/13/2 �25 � DWG FILE: EXHIBIT B
� US PROJECT #: 241095
www.urbanstrategy us TEL zu,.396��339
� U R B A N 4��� Main Street
Dallas, Texas 75zz6
S T R/� T'e C Y F�ee9�na�o�uF.zz�n
❑
ALL STAR DETENTION POND
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A Clv 6 Clv C PrtRsr Wr A
ft cuH ft cfs cfs cfs cfs cfs
2.60 9,276 677.60 9.42 ic 6.14 ic 3.27 ic --- ---
2.70 9,816 677.70 9.96 ic 6.27 ic 3.69 ic --- ---
2.80 10,356 677.80 10.48 oc 6.37 ic 4.06 ic --- ---
2.90 10,897 677.90 10.98 oc 6.46 ic 4.40 ic --- ---
3.00 11,437 678.00 11.32 oc 6.59 ic 4.72 ic --- ---
3.10 12,093 678.10 11.74 oc 6.70 ic 5.02 ic --- ---
3.20 12,748 678.20 12.11 oc 6.80 ic 5.30 ic --- ---
3.30 13,404 678.30 12.52 oc 6.88 ic 5.56 ic --- ---
3.40 14,060 678.40 12.79 oc 6.97 ic 5.82 ic --- ---
3.50 14,715 678.50 13.15 oc 7.05 ic 6.06 ic --- ---
3.60 15,371 678.60 13.39 oc 7.10 ic 629 ic --- ---
3.70 16,027 678.70 13.40 oc 6.89 ic 6.52 ic --- ---
3.80 16,682 678.80 13.72 oc 6.99 ic 6.74 ic --- ---
3.90 17,338 678.90 14.04 oc 7.09 ic 6.95 ic --- ---
4.00 17,994 679.00 14.34 oc 7.19 ic 7.15 ic --- ---
4.10 18,775 679.10 14.60 oc 7.30 ic 7.30 ic --- ---
420 19,556 67920 14.84 oc 7.42 ic 7.42 ic --- ---
4.30 20,337 679.30 15.07 oc 7.53 ic 7.53 ic --- ---
4.40 21,118 679.40 1529 oc 7.65 ic 7.65 ic --- ---
4.50 21,899 679.50 15.52 oc 7.76 ic 7.76 ic --- ---
4.60 22,680 679.60 15.74 oc 7.87 ic 7.87 ic --- ---
4.70 23,461 679.70 15.95 oc 7.98 ic 7.98 ic --- ---
4.80 24,242 679.80 16.17 oc 8.08 ic 8.08 ic --- ---
4.90 25,023 679.90 16.38 oc 8.19 ic 8.19 ic --- ---
5.00 25,804 680.00 16.59 oc 8.29 ic 8.29 ic --- ---
5.05 26,264 680.05 16.70 oc 8.35 ic 8.35 ic --- ---
5.10 26,724 680.10 16.80 oc 8.40 ic 8.40 ic --- ---
5.16 27,184 680.16 16.91 oc 8.46 ic 8.46 ic --- ---
521 27,644 680.21 17.02 oc 8.51 ic 8.51 ic --- ---
526 28,104 68026 17.12 oc 8.56 ic 8.56 ic --- ---
5.31 28,564 680.31 17.23 oc 8.61 ic 8.61 ic --- ---
5.36 29,024 680.36 17.33 oc 8.67 ic 8.67 ic --- ---
5.42 29,484 680.42 17.43 oc 8.72 ic 8.72 ic --- ---
5.47 29,943 680.47 17.54 oc 8.77 ic 5.77 ic --- ---
5.52 30,403 680.52 17.64 oc S.S2 ic S.S2 ic --- ---
End
12
WrB
cfs
WrC
cfs
WrD Exfil User Total
cfs cfs cfs cfs
--- --- --- 9.414
--- --- --- 9.956
--- --- --- 10.43
--- --- --- 10.87
--- --- --- 11.31
'-' -- -- 11.71
--- --- --- 12.10
--- --- --- 12.44
--- --- --- 12J9
--- --- --- 13.11
--- --- --- 13.39
--- --- --- 13.40
--- --- --- 1372
--- --- --- 14.04
--- --- --- 14.34
--- --- --- 14.60
--- -- --- 14.83
--- --- --- 15.07
--- -- --- 1529
--- --- --- 15.52
--- --- --- 15.74
--- --- --- 15.95
--- --- --- 16.17
--- --- --- 16.38
"- "' '-- 16.59
"' "' "' 1670
"' "' "' 16.80
"' "' "' 16.91
"' "' "' 17A2
--- --- --- 17.12
--- --- --- P23
-- --- -- 17.33
--- -- -- 17.43
--- -- -- 17.54
--- --- --- 17.64
EXHIBIT 6
0
DEVELOPER:
ALL STAR CORRUGATED
�4�5 FORUM WAV SOUTH
FORT WORTH, TEXAS �6a4o
DRAWN BY: AS � DATE: 12/12/2 �25 � DWG FILE: EXHIBIT B
ALL STAR
CORRUGATED
EXPANSION
� US PROJECT #: 241095
www.urbanstrate9y-�s TEL-».�_3g6 �33g
� U R BA N 4�==Ma�os��ee�
oaiias, rexas F5��5
STR/�TEGY
0
ALL STAR DETENTION POND REPORT
HydraFlow Hydrogrephs Extension for AutodeskOO Civil 3D a0 by Autodesk, Inc. v2026
Pond No. 1- ALL STAR DETENTION POND
Pond Data
Pond storege is based on user-defined values.
Stage / Storage Table
Stage (ft) Elevation (ft) Contour area (sqft) Incr. Storage (cuft) Total storage (cuft)
0.00 675.00 n/a 0 0
0J7 675J7 n/a 825 825
1.00 676.00 n/a 861 1,686
2.00 677.00 n/a 4,348 6,034
3.00 678.00 n/a 5,403 11,437
4.00 679.00 n/a 6,557 17,994
5.00 680.00 n/a 7,611 25,804
5.52 680.52 n/a 4,599 30,403
Culvert / Orifice Structures
[A]
Rise (in) = 24.00
Span (in) = 24.00
No. Barrels = 1
Invert EI. (ft) = 675.77
Length (ft) = 67.70
Slope(%) = 1.43
N-Value = .013
[B] [C] [PrfRsr]
Inactive Inactive Inactive
24.00 24.00 0.00
1 1 0
675.01 676.98 0.00
0.00 0.00 0.00
0.00 0.00 n/a
.013 .013 n/a
Weir Structures
11
Wednesday,05/28/2025
[A] [B] [C] [D]
Crest Len (ft) = 20.00 Inactive Inactive Inactive
Crest EI. (ft) = 677.87 0.00 0.00 0.00
WeirCoeff. = 3.33 3.33 3.33 3.33
WeirTYPe = � --- -- ---
Multi-Stage = Yes No No No
Orifice Coeff. = 0.67 0.67 0.67 0.60 Exfil.(inlhr) = 0.000 (by Wet area)
Multi-Stage = n/a Yes Yes No TY✓ Elev. (H) = 0.00
Note:CulveNOnficeoutflowsareanalyzetluntler�inlet(ic)antlou�let(oc)control. Weirriserecheckedforonfcecontlitions(ic�antlsubmergence(s).
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A Clv B Clv C PrtRsr Wr A Wr B Wr C Wr D Exfil User Total
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 675.00 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.08 83 675.08 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.15 165 675.15 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
023 248 67523 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.31 330 675.31 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.39 413 675.39 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.46 495 675.46 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.54 578 675.54 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.62 660 675.62 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.69 743 675.69 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.77 825 675.77 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.79 911 675.79 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.82 997 675.82 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.84 1,084 675.84 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.86 1,170 675.86 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.89 1,256 675.89 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.91 1,342 675.91 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.93 1,428 675.93 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.95 1,514 675.95 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
0.98 1,600 675.98 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
1.00 1,686 676.00 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
1.10 2,121 676.10 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
120 2,556 67620 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
1.30 2,991 676.30 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
1.40 3,426 676.40 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
1.50 3,560 676.50 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
1.60 4,295 676.60 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
1.70 4,730 676.70 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
1.80 5,165 676.80 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
1.90 5,599 676.90 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
2.00 6,034 677.00 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
2.10 6,575 677.10 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
2.20 7,115 677.20 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
2.30 7,655 677.30 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
2.40 8,195 677.40 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
2.50 8,736 677.50 0.00 0.00 0.00 --- 0.00 --- --- --- --- --- 0.000
Continues on next page...
EXHIBIT 6
0
DEVELOPER: ALL STAR
ALL STAR CORRUGATED CORRUGATED
iyz5 FORUM WAV SOUTH
F°RT'"°RT",TE�,S EXPANSION
76iyo
DRAWN BY: AS � DATE: 12/13/2 �25 � DWG FILE: EXHIBIT B
� US PROJECT #: 241095
www.urbanstrategy.us TEL: ai4�396��339
� U R BA N ����^^a�°St�eet
Dallas, Texas 75zz6
5 T R/� T E G Y F ae9s�,��o�aF-�z�:�
0
ALL STAR DETENTION POND
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A Clv B Clv C PrfRsr Wr A Wr B
ft cuft k cfs cfs cfs cfs cfs cfs
2.60 9,276 677.60 0.00 0.00 0.00 --- 0.00 ---
2.70 9,816 677.70 0.00 0.00 0.00 --- 0.00 ---
2.80 10,356 677.80 0.00 0.00 0.00 --- 0.00 ---
2.90 10,897 677.90 0.36 ic 0.00 0.00 --- 0.34 ---
3.00 11,437 678.00 3.13 ic 0.00 0.00 --- 3.12 ---
3.10 12,093 678.10 7.47 ic 0.00 0.00 --- 7.35 ---
320 12,748 67820 12.63 ic 0.00 0.00 --- 12.63 ---
3.30 13,404 678.30 17.86 oc 0.00 0.00 --- 17.86 s ---
3.40 14,060 678.40 19.55 oc 0.00 0.00 --- 19.55 s ---
3.50 14,715 678.50 20.66 oc 0.00 0.00 --- 20.66 s ---
3.60 15,371 678.60 21.55 oc 0.00 0.00 --- 21.55 s ---
3.70 16,027 678.70 22.31 oc 0.00 0.00 --- 22.30 s ---
3.80 16,682 678.80 23.01 oc 0.00 0.00 --- 23.00 s ---
3.90 17,338 678.90 23.65 oc 0.00 0.00 --- 23.63 s ---
4.00 17,994 679.00 24.27 oc 0.00 0.00 --- 24.25 s ---
4.10 18,775 679.10 24.85 oc 0.00 0.00 --- 24.84 s ---
420 19,556 67920 25.42 oc 0.00 0.00 --- 25.40 s ---
4.30 20,337 679.30 25.96 oc 0.00 0.00 --- 25.94 s ---
4.40 21,118 679.40 26.SOoc 0.00 0.00 --- 26.45s ---
4.50 21,899 679.50 27.02 oc 0.00 0.00 --- 26.97 s ---
4.60 22,680 679.60 27.53 oc 0.00 0.00 --- 27.52 s ---
4.70 23,461 679.70 28.02 oc 0.00 0.00 --- 28.00 s ---
4.80 24,242 679.80 28.51 oc 0.00 0.00 --- 28.44 s ---
4.90 25,023 679.90 28.99 oc 0.00 0.00 --- 28.91 s ---
5.00 25,804 680.00 29.46 oc 0.00 0.00 --- 29.36 s ---
5.05 26,264 680.05 29.70 oc 0.00 0.00 --- 29.66 s ---
5.10 26,724 680.10 29.94 oc 0.00 0.00 --- 29.87 s ---
5.16 27,184 680.16 30.18 oc 0.00 0.00 --- 30.07 s ---
5.21 27,644 680.21 30.41 oc 0.00 0.00 --- 30.40 s ---
526 28,104 68026 30.65 oc 0.00 0.00 --- 30.54 s ---
5.31 28,564 680.31 30.88 oc 0.00 0.00 --- 30.74 s ---
5.36 29,024 680.36 31.11 oc 0.00 0.00 --- 31.01 s ---
5.42 29,484 680.42 31.34 oc 0.00 0.00 --- 31.32 s ---
5.47 29,943 680.47 31.57 oc 0.00 0.00 --- 31.48 s ---
5.52 30,403 680.52 31.79 oc 0.00 0.00 --- 31.72 s ---
End
WrC
cfs
12
WrD Exfil User Total
cfs cfs cfs cfs
--- --- --- 0.000
--- --- --- 0.000
--- --- --- 0.000
--- --- --- 0.342
-- -- --- 3.122
--- --- --- 7.345
--- --- --- 12.63
--- --- --- 17.86
--- --- --- 19.55
--- --- --- 20.66
--- --- --- 21.55
--- --- --- 22.30
--- --- --- 23.00
--- --- --- 23.63
--- --- --- 24.25
--- --- --- 24.84
-- -- -- 25.40
--- --- --- 25.94
--- --- -- 26.45
--- --- --- 26.97
--- --- --- 27.52
--- --- --- 28.00
--- --- --- 28.44
--- --- --- 28.91
--- --- --- 29.36
--- --- --- 29.66
--- --- --- 29.87
--- --- --- 30.07
--- --- --- 30.40
--- --- --- 30.54
-- -- -- 3074
-- -- -- 31.01
-- -- -- 31.32
-- -- -- 31.48
-- -- --- 3172
EXHIBIT 6
0
DEVELOPER:
ALL STAR CORRUGATED
�4�5 FORUM WAV SOUTH
FORT WORTH, TEXAS �6a4o
ALL STAR
CORRUGATED
EXPANSION
www.urbanstrate9y-�s TEL-».�_3g6 �33g
� U R BA N 4�==Ma�os��ee�
oaiias, rexas F5��5
STR/�TEGY
DRAWN BY: AS � DATE: 12/12/2 �25 � DWG FILE: EXHIBIT B
� US PROJECT #: 241095
0
i
7X2' STM BOX CUL �ERT, BUIL T 20>4
(22633, SH. >2)
(PRO✓ECT N0. 02283)
STORMWA TER
MA/NTENANCE
, FACIUTY �
EASEMENT
�ME — nur—�,�—ll p�
� —� � \
% "POND OUTFALL 2"
24" STM RCP
INSTALL: /
1— W/NGED CONC. - �—
HEADWALL �
FL 18"=675.77 �
��b� B I � � I
�
�
�P�IN/�LOW L p�
18" STM RCP
� 680
INSTALL:
' 1—EMERGENCY OUTFALL
WEIR STRUCTURE
, � �
i„ CONNECT TO EX.
� 84'X24" BOX CUL �ERT —�
_ � � � � � � � � _ (CONTRACTOR TO �ERIFY
� EX. 8" V. C WW, BUIL T°1980 ° EXACT LOCA TION & FLOWLINE —�
(8370, SH. 1) PRIOR TO CONSTRUCTION)
INSTALL: �-
(PRO✓ECT NO. 106-13000— 0) �_¢5° WYE -
— (PN25-00145) L-
�'�ww-%��y, � ww FL 84'=674.80 ww
' FL 24'=674.80 �_
� I �� � —�
;�ii�i�iii;� �i���i� �ii������� ---- / ,`
� .�-. -- � -. -- -
� �� i / �
�'C//// \ � ,6�g i /
INSTALL:
A \ 1—DETENTION OUTFALL
ORIFICE STRUCTURE
����
f 678 �
� 676 ���
�
�� p0
aJ
681 ��
�
�- � i L R R
6g1
/NSTALL:
1— WINGED CONC.
HEADWALL
,/� FL 12"=675.77
�
(P/V25-00145) �j / �
"POND OUTFALL 1 " / i �
—r24" STM RCP � �
a � --�� �
. _ i
"PONO /NFLOW 1 "
18" STM RCP
�
INSTALL:
1— W/NGED CONC.
HEADW,4LL
FL 18'=675.77 �
�
�+ 681
���
z i i z�
�"POND /NFLOW 3"
12" STM RCP
682
�
� �,
Ji
0
�I
�
3 i
� I
684 � : ; �—
� , 682 � co � ��
-��'1
. J� �
0 00 00 0o e �,,
� ��
NOTES:
"NO SAVED OR PROPOSED TREES ARE WITHIN THE SWMFA BOUNDARY LIMITS"
6.5' SIDEWqLK �
ESMT I
(BY PLAT) _ _ ��
EXHIBIT B
0
1 1 �1
- r•, ,,
� '��►',
DEVELOPER:
ALL STAR CORRUGATED
iyz5 FORUM WAY SOUTH
FORT WORTH, TEXAS
76ayo
GRAPHIC SCALE
DRAWN BY: AS � DATE: 12/13/2 �25 � DWG FILE: EXHIBIT B
ALL STAR
CORRUGATED
EXPANSION
� US PRO)ECT #: 241095
www.urbanstrategy.us TEL zay 396 �339
� U R B A N���� Ma�° St�eet
Dallas, Texas 7¢a6
5 T R/� T'e G Y F ae9s�,a��o��F-z�zn
0
IODYR W5E=bii..ai _ _
�0 24 »
5YR WSE=676.9B'
fYR W5E=676.50' _ _
?4' RCP OU7FALL�
TOP � TOP OF S7RUC7URE � _/�—��
— � �7RUC7URE=677.9B TO BE OPEN � — �
�
,�� _ 24" _ 1
TOP OF
S7RUC7URE=677.87'
-f00-YR W5�=677.8i
5-YR WSE=676.9B'
6 :Y24' KN(�/'/COUT / � / / �/�_ )- yjt W$E=676.50'
FL�676.9B / / / � — \\_ �/✓
� BOTTOM �
� / / — — —y/ / / S7RUC7URE 67577'
�
� � � o� �
i �7RUC7URE/6 X24"
KNOCKOUT FL=675.00'
FRONT VIEW
DETENT[ON OUTFALL ORIFICE STRUCTURE
N.T.S.
— — � / ,
� — — — � GJ
/
_ NO OPEN/NGS ON
/ — _ _ .7HE5£ SYDES
I - 5' - `
PERSPECTIVE VIEW
EMERGENCYOUTFALLWEIR STRUCTURE
N.T.S.
24' RCP O(/IFALL
� raw oF smucniaE-sn9a'
TOP 01� S7RUC7URE I \
TO BE CGOS£O
/ � �
I
f � \ /
NO OPEN/NGS ON / � \ �
7F/E5� S/OfS
/
/
/
�
4' �
PERSPLCTIVE VIEW
DETENTION OUTFALL ORIFICE STRUCTURE
N.T.S.
TOP � POND=6B0.52' 1.62' FREEBOARD
EMERb�NCY OYfRFLOW W5E=67fl90' � — — — — — — — — — —
100-YR W5� 677.87' _ _ _ _ _ _ _ _ r�
5-YR W5E=676.9B' - - - — — �
1-YR WSE=676.50' £MERGENCY OU7FALL S7RUC7URE OE7EN71aV OU7FALL S7RUC7URE�
DETENTION POND CROSS-SECTION
SECTION A-A
N.T.S.
18' S7M RCP
TOP OF PaJD=680.52'
1.62 FREEBOARO �NFALL HEADWiILL
EMERCENCY OVFRFLOW WSE=67d 90'
100-YR WSE=677.B7' _ _ _ �_
5-YR WSE=676.9B' — — — — — —. ..
1-YR W5� 676.50'� EMERG�NCY OU7FALL S7RUC7URE
DETENTIOSE���yI� ('�RQSS-SECTION
ta» B
N.T.S.
EXHIBIT 6
0
DEVELOPER:
ALL STAR CORRUGATED
i4�5 FORUM WAY SOUTH
FORT WORTH, TEXAS
76ayo
DRAWN BY: AS � DATE: 12/13/2 �25 � DWG FILE: EXHIBIT B
ALL STAR
CORRUGATED
EXPANSION
� US PROJECT #: 241095
www.urbanstrategy.us TEL: aa4�396��339
� URBAN 4�==Ma�°St�eet
Dallas, Texas 75aa6
5 T R/� T E G Y F�,mae9,�.at�o��F-���s�
0
715
710
�
�
705 � J
Q
o �
700 Z �
� O
695 o J �
0 Q �
690 � c ; c,
oZ�
685
:� —
J —
J —
�
�
�
O
Z
O Q
� Z
o �m
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::
J
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o �, I "�
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- � o
~ J �
�.ZZ v�
v �
� ���W �
e PROP. GRADE �
EX. 6RADE � ��9 ¢ O� PIPE
¢ OF P/F'E �\ i L/M/75 OF F7LL
680 � — — . _
675 � `- --- _ --- ------------�
� � » ----9 '
670 24 " RCr � 0. 5� 24 RCr Cs� 0. 559'
o � �o �
� �t � � � � � � �� �� o
665 � ii � .� � �
ii � � ii
� Z �� Z � �O
660 j j � j� �
°. �.L °.L =.
655 N I I I I I I� NN NN N
� �� �� �
715
710
705
700
695
690
685
680
675
670
665
66�
655
650 ' 650
Of 00 1 f 00 2f 00 2f 30
POIVD OUTFALL 1
H: 1 "=20'
EXHIBIT 6
0
o z5 5o DEVELOPER:
ALLSTAR CORRUGATED
iyz5 FORUM WAY SOUTH
FORT WORTH, TEXAS
76ayo
GRAPHIC SCALE
DRAWN BY: AS � DATE: 12/12/2 �25 � DWG FILE: EXHIBIT B
ALL STAR
CORRUGATED
EXPANSION
� US PROJECT #: 241095
www.urbanstrategy.us TEL aiy.396��339
� U R BA N 4���Ma�°St�eet
Dallas, Texas 75zz6
5 T R/� T'c G Y F�Re9�n,a�o��F-���sz
0
710
705
700
695
690
..
I I �
675
670
665
••I
655
650
645
�, 710
�� �� � Z
��
J ll ���\
� ;: ; � � � � 0 705
� � � � � �� -
� ;Z � � �y �`�' � �
`J v � O �; _�� r, 700
j V �
p � � � y � � I` � �
C � V � � � � � Q `� �
� ,y � � _
o �y � � \�,�o� �, 695
O�;C�f �;�1 C' ;l" � � �, S
o � � �• �` '� � � y� �I_
� � �� �; ��� � .� ��, �'�� 690
O ��� � Z.� � � `�' �k '"��r
�';�..����, Z!
685
PR F �A/J,E
/ � �F P/P� EX. �1DE �
_ � � � OF�IPE
� VUO
I
� — .� _ —
— ,--- -- 675
i
►�
; 670
�-� � " R �'P � 1. �,.3.�'
� 665
� �
� �
� ;� � �
�
' � `�� � ". ` 660
� � � � `�� �
� II � II � i�
� ��' � � `� �; 655
J I J I I�
U � .� � � .'J
�.. �. �. �.
� � � � �. `,� 650
�i �� c�� a, c�� �n
` � ` ` ` � ` 645
Of 00 1+00 1 f25
POND OUTFALL 2
H.• 1 "=20'
V.• 1'=5'
EXHIBIT B
n
0
o z5 5o DEVELOPER:
ALL STAR CORRUGATED
i4�5 FORUM WAY SOUTH
FORT WORTH, TEXAS
76ayo
GRAPHIC SCALE
DRAWN BY: AS � DATE: 12/12/2 ��5 � DWG FILE: EXHIBIT B
ALL STAR
CORRUGATED
EXPANSION
� US PRO]ECT #: 241095
www.urbanstrategy.us TEL: aa4�396��339
� URBAN 4�==Ma�°St�eet
Dallas, Texas gzz6
5 T R A T � C Y Re9nato��F-z,zs,
0
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY
OPERATION AND MAINTENANCE PLAN
The only responsibility the City of Fort Worth has in the operation and maintenance of
this Facility is inspection.
General Maintenance Procedures
The structural and functional integrity of the Facility shall be maintained at all times by
removing and preventing drainage interference, obstructions, blockages, or other adverse
effects into, through, or out of the system.
Periodic silt removal shall occur when standing water conditions occur or the pond's
storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin
returned to original lines and grades shown on the approved engineering plans. In
addition, corrective measures are required any time a basin does not drain completely
within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in
basins designed for dry detention purposes.
Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary
to maintain proper operation of the basin. Disposal shall be in accordance with federal,
state and local regulations.
Detention facilities shall be mowed monthly between the months of April and October or
anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream storm sewer system a wire
mesh screen or similar screening device shall be installed over the outlet until final
acceptance.
4. PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log should
document the condition of the detention system's primary components, mowing,
and silt, litter and debris removal dates. Document aeration of the basin bottoms
and replanting to prevent the sealing of the basin bottom.
• Written maintenance and repair records shall be maintained by the party or
parties signing the attached Agreement and shall be provided to the City upon
request.
1
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT
INSPECTION
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
pond
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
vegetation
Location of Erosion
Percent of vegetation
Condition of trash
guard
Location of Erosion
MAJOR
INSPECTIONS
Condition of
Stormwater Quality
Structure
Type of Stormwater
Quality Structure
Structure type and
Condition
Condition of Rip-Rap
Condition of iiltration
REPAIRS REPAIRS
DATE REQUIRED MADE NOTES
1
system
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
F�RT��RTHo
City Secretary's Office
Contract Routing & Transmittal Slip
Contractor's Name
All Star Corrugated Real Estate LLC
Subject of the Agreement: Needed SWFMA for Warehouse exspansion to an exisiting facility
M&C Approved by the Council? * Yes ❑ No ❑✓
If �so, the M&C must be attached to the contract.
Is this an Amendment to an Existing contract? Yes ❑ No ❑✓
If �so, provide the original contract number and the amendment number.
Is the Contract "PermanenY'? *Yes 0 No ❑
If �unsure, see back page for permanent contract listing.
Is this entire contract Confidential? *Yes ❑ No ❑✓ If only specific information is
Confidential, please list what information is Confidential and the page it is located.
Effective Date: Expiration Date:
If different from the approval date. If applicable.
Is a 1295 Form required? * Yes ❑ No ❑✓
*If �so, please ensure it is attached to the approving M&C or attached to the contract.
Project Number: Ifapplicable. SWFMA-25-0084
*Did you include a Text field on the contract to add the City Secretary Contract (CSC)
number? Yes ❑✓ No ❑
Contracts need to be routed for CSO processin� in the followin� order:
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.