HomeMy WebLinkAboutContract 61281Date Received: 4/17 /24 Permit No.: SWFMA-24-0001 -------
Time Received: 9:40 a.m. -------City Secretary No.: _6_12_8_1 _____ _
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this� day of _A_p_ri_l ___ _,
20 24 by and between E&S Capital, LLC, a Missouri limited liability company,
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 James J. Scott Survey, Abstract No. 1449, Tarrant County, Texas
according to the deed recorded in Document No. D221084026, 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 8800 South Freeway 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
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
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN 1
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
assure safe and proper functioning of the Facility. The inspection shall cover the
entire Facility, berms, outlet structure, pond areas, access roads, etc.
Components of the Facility, which need maintenance or replacement to perform
their design function, shall be noted in the inspection report along with the
corrective actions to be taken.
3. The Landowner, its successors and assigns, hereby grant permission to the City,
its authorized agents and employees, to enter upon the Property and to inspect
the Facility Property whenever the City deems necessary. The purpose of
inspection is to follow-up on reported deficiencies and/or to respond to 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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
4. In the event the Landowner, its successors and assigns, fails 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
obli�ation is Landowner's.
5. The Landowner, its successors and assigns, will perform the work necessary to
keep the Facility in good working order as appropriate. In the event the City
pursuant to this Agreement, performs work of any nature, or expends any funds
in performance of said work for labor, use of equipment, supplies, materials, and
the like, the Landowner, its successors and assigns, shall reimburse the City upon
demand, within thirty (30) days of receipt thereof for all actual costs incurred by
the City hereunder. In the event that Landowner or its successors or assigns fail
to pay the City for the costs incurred under this section, the City shall impress a
lien for the costs of such work upon other lots owned by the Landowner. Such
lien shall be perfected by filing in the office of the County Clerk of Tarrant
County, Texas an affidavit identifying the property to be charged with such lien,
stating the amount thereof, and making reference to this Agreement.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE
AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND
THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND
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
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
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 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 _1_7 __ day of_A_p_r"_il _____ 20 24
CITY OF FORT WORTH
Dana Burghdoff Assistant City Manager City of Fort Worth
Date: Apr 16, 2024
Approved as to Form and Legality:
Matthew Murray Senior Assistant City Attorney City Attorney's Office
Date : A p r 16 , 20 24
ATTEST:
r1� Jannette S. Goodall City Secretary
Date: Apr 16, 2024
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
LANDOWNER E&S Capital, LLC a Missouri limited liability company
$ b �-( _( __r��. By: Steven J. Ploeger, Manag
Date: _'1�/_h_,/-1_,_-1� __ _ I
By: Greg S. Nagel, Manage
Date: __ '(�-_-_l S-_-�l�'1�-_
Contract Compliance Manager:
By signing, I acknowledge that I am the
person responsible for the monitoring and
administration of this contract, including
ensuring all performance and reporting
requirements.
Rebecca Owen (Apr 16, 2024 09:24 CDT)
Rebecca Owen Planning Manager
Date: Apr 16, 2024
5
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN 6
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on ____________________ by
Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
____________________________________
Notary Public, State of Texas
LANDOWNER
STATE OF %YI ���SD�Ur' i
COUNTY OF S�: L-b�,�iS
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BEFORE ME, the undersigned authority, a Notary Public in and for the State of
/'� ►�SSUl,tri , on this day personally appeared Steven J. Ploeger, Manager 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 E&S Capital, LLC, a Missouri limited liability
company, and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this I I day
of %�p�i�l , 20 ,2�.
�% �iu.eol�i a�►�,
Notary Publi , State of /►')�ssdµ�i
STATE OF M ��50 i� r�
COUNTY OF �Z 0 Y%
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BEFORE ME, the undersigned authority, a Notary Public in and for the State of
F�� S50 v r) , on this day personally appeared Greg S. Nagel, Manager 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 E&S Capital, LLC, a Missouri limited liability company, and in
the capacity therein sta.ted.
GIV.EN UNDER MY HAND AND SEAL OF OFFICE this �� day
of Qpr� � ,20ay" . , �
^ PATRICIA DOOLEY
NoST�TE OF M SSOUReaI
Ozark Countv
My Co Commissfon #12380829 � 2�24
1" ��� ) � C Ct,
Notary Public, State of ¢—�� �5� 1
STORMWATER FACILITY MAINTENANCE AGREEMENT 7
Rev. 03/01/2022 BN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
EXHIBIT "A"
DETENTION EASEMENT
Part of Block 1, National Can Corporation Addition
James J. Scott Survey, Abstract No. 1449
City of Fort Worth, Tarrant County, Texas
DESCRIPTION, of a 34,328 square foot (0.788 acre) tract of land situated in the James J. Scott
Survey, Abstract No. 1449, City of Fort Worth, Tarrant County, Texas; said tract being part of
Block 1, National Can Corporation Addition, an addition to the City of Fort Worth according to the
plat recorded in Volume 388-68, Page 8 of the Plat Records of Tarrant County, Texas; said tract
also being part of that tract of land described in Special Warranty Deed to E&S Capital LLC
recorded in Instrument No. D221084026 of the Official Public Records of Tarrant County, Texas;
said 34,328 square foot (0.788 acre) tract being more particularly described as follows (bearing
System for this survey is based on the Texas Coordinate System of 1983 (2011 adjustment),
North Central Zone 4202, based on observations made on August 15, 2023 with a combined
scale factor of 1.00012);
COMMENCING, at a 5/8-inch iron rod with yellow "DUNAWAY ASSOC. LP" cap found for the
southeast corner of said Block 1, National Can Corporation Addition and the northeast corner of
Lot 1, Block 1 W. and H. Office Building Sub, an addition to the City of Fort Worth according to
the plat recorded in Volume 388-58, Page 742 of said Plat records; said point being is the west
right-of-way line of South Freeway (a variable width right-of-way); from said point a 5/8-inch iron
rod with yellow "DUNAWAY ASSOC. LP" cap found for an angle point bears North 00 degrees 29
minutes, 16 seconds, West, a distance of 546.85 feet;
THENCE, South 89 degrees, 39 minutes, 22 seconds West, departing said west line of South
Freeway, along the south line of said Block 1, National Can Corporation Addition and the north
line of said Lot 1, Block 1, W. and H. Office Building Sub., at a distance of 140.26 feet, passing a
1/2-inch iron rod found for the northwest corner of said Lot 1, Block 1, W. and H. Office Building
Sub. and the most northerly northeast corner of Lot 1, Block 1, Payless Cashways No.1, an
addition to the City of Fort Worth according to the plat recorded in Volume 388-76, Page 24 of
said Plat Records; continuing along the north line of said Lot 1, Block 1, Payless Cashways No.1,
in all a total distance of 559.44 feet to a point for the proposed southwest corner of Lot 1, Block
1, and the proposed most southerly southeast corner of Lot 2, Block 1, of said National Can
Corporation Addition;
THENCE, North 00 degrees, 20 minutes, 38 seconds West, departing said south line of Block 1,
National Can Corporation Addition and said north line of Lot 1, Block 1, Payless Cashways No.1,
along the proposed west line of said Lot 1, Block 1, and proposed east line of said Lot 2, Block 1,
of said Block 1, National Can Corporation Addition, a distance of 20.21 feet to the POINT OF
BEGINNING;
THENCE, South 89 degrees, 39 minutes, 22 seconds West, departing said proposed west line of
Lot 1, Block 1, and said proposed east line of Lot 2, Block 1, of said National Can Corporation
Addition, a distance of 82.01 feet to a point for corner;
THENCE, South 44 degrees, 39 minutes, 22 seconds West, a distance of 17.97 feet to a point for
corner;
THENCE, South 89 degrees, 39 minutes, 22 seconds West, a distance of 240.82 feet to a point
for corner;
THENCE, North 76 degrees, 12 minutes, 03 seconds West, a distance of 58.69 feet to a point for
corner;
PAGE 1 OF 3
EXHIBIT "A"
DETENTION EASEMENT
Part of Block 1, National Can Corporation Addition
James J. Scott Survey, Abstract No. 1449
City of Fort Worth, Tarrant County, Texas
THENCE, South 89 degrees, 39 minutes, 22 seconds West, a distance of 56.75 feet to a point for
corner in the proposed west line of Lot 2, Block 1, of said National Can Corporation Addition;
THENCE, North 00 degrees, 12 minutes, 32 seconds West, along said proposed west line of Lot
2, Block 1, of said National Can Corporation Addition, a distance of 77.59 feet to a point for corner;
THENCE, North 89 degrees, 39 minutes, 22 seconds East, departing said proposed west line of
Lot 2, Block 1, of said National Can Corporation Addition, a distance of 297.79 feet to a point for
corner;
THENCE, South 67 degrees, 10 minutes, 04 seconds East, a distance of 125.06 feet to a point
for corner;
THENCE, North 89 degrees, 39 minutes, 22 seconds East, a distance of 36.26 feet to an angle
point in said proposed west line of Lot 1, Block 1, and said proposed east line of Lot 2, Block 1,
of said National Can Corporation Addition;
THENCE, South 00 degrees, 20 minutes, 38 seconds East, along said proposed west line of Lot
1, Block 1, and said proposed east line of Lot 2, Block 1, of said National Can Corporation
Addition, a distance of 30.00 feet to the POINT OF BEGINNING;
CONTAINING: 34,328 square feet or 0.788 acres of land, more or less.
(A survey plat of even survey date herewith accompanies this description.)
The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing
description accurately sets out the metes and bounds of the easement tract described.
02/01 /2024
Michael Larry Lewis, J Date
Registered Professional Land Surveyor No. 5773
Westwood Professional Services, Inc.
4060 Bryant Irvin Road, Fort Worth, TX 76109
(817) 412-7155
TX Reg. Surveying Firm LS-10074301
R0043804.00EX1 _Legal.doc
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�ICHAEL LARRY LEW
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PAGE20F3
C��C�� o �� aD�,°iaD LOT 2, BLOCK 1
N 00'12'32'� W SOUTHLAND BUSINESS PARK ADDITION
�� 59� (INST. N0. D220007092)
S 89'39'22" W
56.75'
N 76'12'03" W
58.69'
S 89'39'22" W
240.82'
10' WATER EASEMENT-
PAYLESS CASHWAYS, INC.
(VOL. 7060, PG. 1447)
S 44'39'22" W
17.97'
S 89'39'22" W I
82.01'
N 00°20'38" W
�5' UTILITY EASEMENT
(VOL. 388-68, PG. 8)
N 89'39'22" E
297.79'
DETENTION
� EASEMENT
34, 328 SF
(0.788 ACRES)
S 67'10'04" E
/ 125.06'
/� PROPOSED LOT LINE
N 89'39'22" E
36.26'
S 00'20'38" E
30 00'
BLOCK 1
NATIONAL CAN
CORPORATION ADDITION
(VOL. 388-68, PG. 8)
Z
0 50 100 200
GRAPHIC SCALE IN FEET
LEGEND
— — — — PROPERTY LINE
ZO.2� I �� � . EASEMENT LINE
� _ _ _ EXISTING EASEMENT
LOT 1, BLOCK 1 N� p0/NT OF LINE
N POINT FOR CORNER
PAYLESS CASHWAYS N0.1 M p� � (UNLESS OTHERWISE NOTED)
(VOL. 388-76, PG. 24) I�� BEG/NN/NG �C.M.� - CONTROLLING MONUMENT
-- -- IJ
�/2ROD FOUND BLOCK �
N NATIONAL CAN
LOT 1. BLOCK 1 � o CORPORATION ADDITION
W. AND H. OFFICE � pp�NT OF (VOL. 388-68, PG. 8)
BUILDING SUB
(VOL. 388-58, PG. 742) COMMENC/NG
N 00°29'16" W 546.85'
PROPOSED LOT LINE �
5/8" IRON ROD WITH YELLOW
CAP STAMPED "DUNAWAY
ASSOC. LP" FOUND (C.M.)
5,8" IRON ROD WITH YELLOW S O U TH FREE WA Y
CAP STAMPED "DUNAWAY
ASSOC. LP" FOUND (C.M.) (VARIABLE WIDTH RIGHT—OF—WAY)
The undersigned, Registered Professional Land '(E.�F. TF
,�P.•G�STfR••-1' NOTES:
Surveyor, hereby certifies that this plat of �� F•.9
�� 'Q O N
survey accurately sets out the metes and
bounds of the easement tract described. 1. A metes and bounds description of even
.......................
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MICHAEL LARRY LEWIS, JR.
� � :� �5773 ��P;Q�
9y �FE S S� o<: �O
02/01 /2024 °���s u R�``
Michael Larry Le is, Jr. Date
Registered Professional TX REG. ENGINEERING FIRM F-11756
Land Surveyor No. 5773 TX REG. SURVEYING FIRM LS-1007430'
W����OO� gp 4 2 0 65H,IRXI SR 9AD
ORAWN BY CHECKED BY SCALE DA TE JOB NUMBER
GAL MLL 1"=100' JAN 2024 R0043804.00
survey date herewith accompanies this plat of
su rvey.
2. Bearing System for this survey is based on the
Texas Coordinate System of 1983 (2011
adjustment), North Central Zone 4202, based
on observations made on August 15, 2023 with
a combined scale factor of 1.00012.
DETENTION EASEMENT
PART OF
BLOCK 1 NATIONAL CAN CORPORATION ADDITION
JAMES J. SCOTT SURVEY, ABSTRACT N0. 1449
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
PAGE 3 OF 3
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
C��a�o�� o� Q� OC� ��D C�QLaD��]C� p�La�]
�����o �
�I�ROP. PILOT 0 30 60 120
CHANNE�
� PROP. ROCK GRAPHIC SCALE IN FEET
RI� ��/�P
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� / " ASPHALT PAVING
" �� �
'��� � � �� EXIST.
c, /�
HEADWALL
X ��j / � WITH CONCRETE
� � N CONCRETE PAVING
a � i „�O �� RIPRAP
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� ACCESS '�29 L 730.16 _ _ �
` RAMP TO EL 7 0.36
a�
� POND � EL 73 .30 �
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� �.L 730.50 EL 730.25 ' EL 730.20 � �� �
u I i i o � / �
X EL 726.63 � � � �MFR� GR
� EL 727.15 <' � `� R�NC Y�S �/
Q � m � , � O�� Sp� NED
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�� A EL 727.1' \ , \ ' -L 7 �ca\; � �
� PROP. DETENTION EL 729.80 �\
rV -- --�I-��7 (1F-- EASEMENT � � � 730 00 �� \� \
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(MODIFIED 5'X5' JUNCTION BOX)
PROPOSED 4:1 HEADWALL & ROCK RIP RAP
(SEE DETAILS, SHEETS 11 & 12)
NOTE:
NO SAVED OR PROPOSED TREES
ARE WITHIN THE SWFMA BOUNDARY.
Westwood �557 RAMBLER ROAD, SUITE 1400
DALLAS, TX 75231 T:972.235.3031 8800 SOUTHWEST FREEWAY
rePE�s ENciNEERiNc FiRM Na ���s6 SWFMA AGREEMENT
� WESiW00(J PfOfESi011815ENIDES, IIK. "�N°O�`�" TBPELS SURVEYWG FIRM N0. 10074301 LOCATED IN THE CIiY OF FORT WORTH AND BEING OUT OF THE
� JAMES J. SCOTf SURVEY, ABSTRACT N0. 1449.
ORAWN BY CHECKED BY SCALE DATE ✓OB NUMBER
= TARRANT COUNN, TEXAS
�
HAG AJC 1" = 60' 02/01/2024 0043804.00
��
= _ 726 3�T��J
— � -
�� 1— —
� _ .76 _,1��n�EN O.g.� EL / 50. 5�
P.R.T.C.T. 5' UTILITY EAS M T
VOLUME 388-68, P GE ,
�SjB" IRON ROD WITH RED �� P. .T.C. . EL 730.50
CAP STP,isPED "KHA" FOUND EX. LOT LINE
5/8" IRON ROD WITH 1'ELLOW CAP PROPOSED OUTFALL STRUCTURE
STAMPED "CARTER BURGE�S" FOUND
C��aDo�� o� Q� O� ��D C�QO�� �C�C��O��l�
735
730
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EXISTING GRADE � 100—YR WSE=729.00 —
--- --- �--- � -
ri�v i I;FiHIVNtL SLUF'E 0.25%
PROPOSED GRADE
(CONCRETE PILOT CHANNEL)
2+00
0 20 40 80
GRAPHIC SCALE IN FEET
3+00
0 2.5 5 10
VERTICAL SCALE IN FEET
735
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� 720
4+00
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Westwood �557 RAMBLER ROAD, SUITE 1400
DALLAS, TX 75231 T:972.235.3031 8800 SOUTHWEST FREEWAY
rePE�s ENciNEERiNc FiRM Na ���s6 SWFMA AGREEMENT
� WESiW00(J PfOfESi011815ENIDES, IIK. "�N°O�`�" TBPELS SURVEYWG FIRM N0. 10074301 LOCATED IN THE CIiY OF FORT WORTH AND BEING OUT OF THE
� JAMES J. SCOTf SURVEY, ABSTRACT N0. 1449.
ORA WN BY CHECKED BY SCALE DA TE ✓OB NUMBER
= TARRANT COUNN, TEXAS
�
HAG AJC H:1"=40' 02/01/2024 0043804.00
_/ �4V:1H MAX
SLOPE
1 +00 2+00
PROFILE: SECTION A-A
C��a���� o� Q�3 O� ��D C�QO�� �C�C���O�l�
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730
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735
730
1H MAX
PE
725
DE
720 � � 720
0+00 1 +00
PROFILE: SECTION B-6
735 735
EXISTING GRADE GRASS—LINED
I � EMERGENCY SPILLWAY
� 4: 1 EL=729.00 �
730
0
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4.0' \ 4.0'
730
725 I I I 725
—0+2QD+00 0+80
PROFILE: SECTION C-C
o zo 40 80 0 �.5 5 � o
GRAPHIC SCALE IN FEET VERTICAL SCALE IN FEET
Westwood �557 RAMBLER ROAD, SUITE 1400
DALLAS, TX 75231 T:972.235.3031 8800 SOUTHWEST FREEWAY
rePE�s ENciNEERiNc FiRM Na ���s6 SWFMA AGREEMENT
� WESiW00(J PfOfESi011815ENIDES, IIK. "�N°O�`�" TBPELS SURVEYWG FIRM N0. 10074301 LOCATED IN THE CIiY OF FORT WORTH AND BEING OUT OF THE
� JAMES J. SCOTf SURVEY, ABSTRACT N0. 1449.
ORA WN BY CHECKED BY SCALE DA TE ✓OB NUMBER
= TARRANT COUNN, TEXAS
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HAG AJC H:1"=40' 02/01/2024 0043804.00
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3—SIDED OUTLET STRUCTURE W/ 4
ORIFICES.
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DRAWING NOT TO SCALE
5'
' ' 729.55'
', 1.75' ', 1. 75' ',
_� � I �__ 729.0' �i
100-YR WSEL I_
� 28.0' (5-YR WSEL) � � �
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POND OUTFALL STRUCTURE DETAIL
NOT TO SCALE
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DALLAS, TX 75231 T:972.235.3031 8800 SOUTHWEST FREEWAY
rePE�s ENciNEERiNc FiRM Na ���s6 SWFMA AGREEMENT
� WESiW00(J PfOfESi011815ENIDES, IIK. "�N°O�`�" TBPELS SURVEYWG FIRM N0. 10074301 LOCATED IN THE CIiY OF FORT WORTH AND BEING OUT OF THE
� JAMES J. SCOTf SURVEY, ABSTRACT N0. 1449.
ORAWN BY CHECKED BY SCALE DATE ✓OB NUMBER
= TARRANT COUNN, TEXAS
�
HAG AJC N.T.S. 02/01/2024 0043804.00
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PRIVATE DETENTION POND STORAGE SUMMARY TABLE
ELEVATION (FT) AREA (AC) STORAGE (AC-FT) DISCHARGE (CFS)
726.30 0.00 0.00 0.0
727.00 0.26 0.09 3.4
728.00 0.39 0.42 1.5
729.00 0.46 0.84 26.6
730.00 0.54 1.34 -
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PROPOSED PRIVATE DETENTION POND
100-YR STORAGE-0.80 AC-FT
TOTAL POND VOLUME=0.84 AC-FT
100-YR WSEL=729.00
TOP OF POND=730.00
FREEBOARD=1'
STORM PRIVATE DETENTION POND STORAGE SUMMARY TABLE
FREQUENCY INFLOW (CFS) OUTFLOW (CFS) STORAGE (AC-FT) WSEL (FT)
1-YR 10.2 4.1 0.20 727.3
5-YR 19.9 5.6 0.40 727.9
100-YR 42.4 20.7 0.80 729.0
� Westwood Profesionel Servtaes, Int. ""'
0
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= HAG AJC N.T.S.
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7557 RAMBLER ROAD, SUITE 1400
DALLAS, TX 75231 T:972.235.3031
TBPELS ENGINEERING FIRM N0. 11756
TBPELS SURVEYING FIRM NQ 10074301
DA TE ✓OB NUMBER
02/01/2024 0043804.00
8800 SOUTHWEST FREEWAY
SWFMA AGREEMENT
LOCATED IN THE CIiY OF FORT WORTH AND BEING OUT OF THE
JAMES J. SCOTf SURVEY, ABSTRACT N0. 1449.
TARRANT COUNN. TEXAS
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7557 RAMBLER ROAD, SUITE 1400
DALLAS, TX 75231 T:972.235.3031
TBPELS ENGINEERING FIRM N0. 11756
TBPELS SURVEYING FIRM NQ 10074301
DA TE ✓OB NUMBER
02/01/2024 0043804.00
�EME�
PAGE
STA 0+00.00 LINE "ST—A"
INSTALL:
24" 4:1 SLOPED HEADWALL
FL 30"=726.10 (W)
NOTE:
NO SAVED OR PROPOSED TREES
ARE WITHIN THE SWFMA BOUNDARY.
8800 SOUTHWEST FREEWAY
SWFMA AGREEMENT
LOCATED IN THE CIiY OF FORT WORTH AND BEING OUT OF THE
JAMES J. SCOTf SURVEY, ABSTRACT N0. 1449.
TARRANT COUNN. TEXAS
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DALLAS, TX 75231 T:972.235.3031 8800 SOUTHWEST FREEWAY
rePE�s ENciNEERiNc FiRM Na ���s6 SWFMA AGREEMENT
� WESiW00(J PfOfESi011815ENIDES, IIK. "�N°O�`�" TBPELS SURVEYWG FIRM N0. 10074301 LOCATED IN THE CIiY OF FORT WORTH AND BEING OUT OF THE
� JAMES J. SCOTf SURVEY, ABSTRACT N0. 1449.
� ORA WN BY CHECKED BY SCALE DA TE JOB NUMBER
= TARRANT COUNN, TEXAS
�
HAG AJC H: 1"=40' 02/01 /2024 0043804.00
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0
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7557 RAMBLER ROAD, SUITE 1400
DALLAS, TX 75231 T:972.235.3031
TBPELS ENGINEERING FIRM N0. 11756
TBPELS SURVEYING FIRM NQ 10074301
DA TE ✓OB NUMBER
02/01/2024 0043804.00
8800 SOUTHWEST FREEWAY
SWFMA AGREEMENT
LOCATED IN THE CIiY OF FORT WORTH AND BEING OUT OF THE
JAMES J. SCOTf SURVEY, ABSTRACT N0. 1449.
TARRANT COUNN. TEXAS
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3" MIN. RIPRAP
BREAK LINE
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� SECTION B—B
Westwood �557 RAMBLER ROAD, SUITE 1400
DALLAS, TX 75231 T:972.235.3031 8800 SOUTHWEST FREEWAY
rePE�s ENciNEERiNc FiRM Na ���s6 SWFMA AGREEMENT
� WESiW00(J PfOfESi011815ENIDES, IIK. "�N°O�`�" TBPELS SURVEYWG FIRM N0. 10074301 LOCATED IN THE CIiY OF FORT WORTH AND BEING OUT OF THE
� JAMES J. SCOTf SURVEY, ABSTRACT N0. 1449.
� ORAWN BY CHECKED BY SCALE DATE JOB NUMBER
= TARRANT COUNN, TEXAS
�
HAG AJC N.T.S. 02/01/2024 0043804.00
PLAN VIEW
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GRADATIONS
8" THICKNESS
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SIEVE SIZE PERCENT
SQUARE MESH PASSING
10 INCH 100
8 INCH 70 — 100
6 INCH 50 — 75
3 INCH 20 — 40
1-1/2 INCH 0 — 15
BEDDING
GRADATIONS
6" THICKNESS
OF BEDDING
SIEVE SIZE PERCENT
SQUARE MESH PASSING
3 INCH 100
1-1/2 INCH 55 — 100
3/4 INCH 25 — 60
3/8 INCH 5 — 30
No. 4 0 — 10
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AND AT EMERGENCY SPILLWAY
� Westwood Profesionel Servtaes, Int. ""'
0
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= HAG AJC N.T.S.
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2G(�s — �w)CZ 4410.56 —5.31'
Va��=5.59fps
C=0.86 (HIGH TURBULENCE)
�w=62.4 Ib/cf
�s =155 Ib/cf
G=32.2 ft/s2
RESULTS
D5o=5"
2)
4 /3
D5o = TW Do
Do=DIAMETER OR WIDTH OF STORM DRAIN (ft)
Q=STORM DRAIN DISCHARGE (cfs)
Tw=TAILWATER DEPTH ABOVE DRAIN INVERT (ft)
C=0.02 FOR HORIZONTAL BLANKET
RESULTS
D5o=2"
3) Q
�sr�=Do �1.7 � ��0 5�z� +8l
) J
LsP=32'
Do=DIAMETER OR WIDTH OF STORM DRAIN (ft)
Q=STORM DRAIN DISCHARGE
RESULTS
LsP=32'
7557 RAMBLER ROAD, SUITE 1400
DALLAS, TX 75231 T:972.235.3031
TBPELS ENGINEERING FIRM N0. 11756
TBPELS SURVEYING FIRM NQ 10074301
DA TE ✓OB NUMBER
02/01/2024 0043804.00
8800 SOUTHWEST FREEWAY
SWFMA AGREEMENT
LOCATED IN THE CIiY OF FORT WORTH AND BEING OUT OF THE
JAMES J. SCOTf SURVEY, ABSTRACT N0. 1449.
TARRANT COUNN. TEXAS
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EX. O�po=294 CFS
PROP. Qs=0.37 CFS
PROP. Q�oo'0.43 CFS
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0
� ORAWN BY CHECKED BY SCALE
= HAG AJC 1 "-150'
�
DA 7 ^ �ig
0.1 8 � ^
0.53
I
NOTE:
NO SAVED OR PROPOSED TREES
ARE WITHIN THE SWFMA BOUNDARY.
7557 RAMBLER ROAD, SUITE 1400
DALLAS, TX 75231 T:972.235.3031
TBPELS ENGINEERING FIRM N0. 11756
TBPELS SURVEYING FIRM NQ 10074301
DA TE ✓OB NUMBER
02/01/2024 0043804.00
8800 SOUTHWEST FREEWAY
SWFMA AGREEMENT
LOCATED IN THE CIiY OF FORT WORTH AND BEING OUT OF THE
JAMES J. SCOTf SURVEY, ABSTRACT N0. 1449.
TARRANT COUNN. TEXAS
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DRAINAGE AREA TABLE
DRAINAGE AREA Tc Is I�oo Q5 Q�oo
AREA ID (acres) � (min) (in/hr) (in/hr) (cfs) (cfs) COMMENTS
DA 1 1.14 0.56 10 5.67 9.89 3.62 6.31 DRAINS TO 135W SERVICE ROAD
DA 2 0.92 0.88 10 5.67 9.89 4.59 8.01 DRAINS TO POND
DA 3 0.20 0.90 10 5.67 9.89 1.02 1.78 DRAINS TO OS 3
DA 4 2.47 0.56 10 5.67 9.89 7.84 13.68 DRAINS TO POND
DA 5 0.58 0.88 10 5.67 9.89 2.89 5.05 DRAINS TO POND
DA 6 0.22 0.30 10 5.67 9.89 0.37 0.65 DRAINS TO OS 3
DA 7 0.18 0.30 10 5.67 9.89 0.31 0.53 DRAINS OFF-SITE
EX 1 1.00 0.88 10 5.67 9.89 4.99 8.70 DRAINS TO 135W SERVICE ROAD
OS 1 0.23 0.30 10 5.67 9.89 0.39 0.68 DRAINS TO DA 1
OS 2 0.15 0.30 10 5.67 9.89 0.26 0.45 DRAINS TO DA 1
OS 3 5.12 0.88 10 5.74 9.89 25.86 44.56 DRAINS TO 135W SERVICE ROAD
OS 4 3.17 0.88 10 5.74 9.89 16.01 27.59 DRAINS TO 135W SERVICE ROAD
� Westwood Profesionel Servtaes, Int. """
0
� ORAWN BY CHECKED BY SCALE
= HAG AJC 1 "-150'
�
7557 RAMBLER ROAD, SUITE 1400
DALLAS, TX 75231 T:972.235.3031
TBPELS ENGINEERING FIRM N0. 11756
TBPELS SURVEYING FIRM NQ 10074301
DA TE ✓OB NUMBER
02/01/2024 0043804.00
8800 SOUTHWEST FREEWAY
SWFMA AGREEMENT
LOCATED IN THE CIiY OF FORT WORTH AND BEING OUT OF THE
JAMES J. SCOTf SURVEY, ABSTRACT N0. 1449.
TARRANT COUNN. TEXAS
��IJ IJ� ��� � � Q�� OI� ��D C�QOO ��0�] C�OO �]�G�O� p�La�]
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Westwood DALLAS, TX 75231 T:972.235.3031 8800 SOUTHWEST FREEWAY
rePE�s ENciNEERiNc FiRM Na ���s6 SWFMA AGREEMENT
� WESiW00(J PfOfESi011815ENIDES, IIK. "�N°O�`�" TBPELS SURVEYWG FIRM N0. 10074301 LOCATED IN THE CIiY OF FORT WORTH AND BEING OUT OF THE
� JAMES J. SCOTf SURVEY, ABSTRACT N0. 1449.
� ORAWN BY CHECKED BY SCALE DATE JOB NUMBER
= TARRANT COUNN, TEXAS
�
HAG AJC 1"-150' 02/01 /2024 0043804.00
, � � �_ � � �„ >. �„� �
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E�ibit "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 9
Rev. 03/01/2022 BN
E�ibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT REPAIRS REPAIRS
INSPECTION DATE REQUIRED MADE NOTES
Mowin
Remove Trash and
debris
Inspect irrigation
s stem o eration
Remove grass
cli in s
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
ond
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
ve etation
Location of Erosion
Percent of ve etation
Condition of trash
uard
Location of Erosion
MAJOR
INSPECTIONS
Condition of
Stormwater Quality
Structure
Type of Stormwater
ualit Structure
Structure type and
Condition
Condition of Ri -Ra
Condition of
filtration s stem
STORMWATER FACILITY MAINTENANCE AGREEMENT 1 O
Rev. 03/01/2022 BN
Berm or
Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of
Aeration Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT 11
Rev. 03/01/2022 BN