HomeMy WebLinkAboutContract 60510Date Received: 11/20/23
Time Received: 2:30 PM
Permit No.: SWFMA-23-0066
City Secretary No.: 60510
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 20th day of November
20 23 , by and between KDP Stockyards, LLC, a Delaware 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 Edmund Little Survey, Abstract No. 954, and the Isaac
Thomas Survey, Abstract No. 1569, Tarrant County, Texas according to the deed recorded
in Document No. D222200433 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 Kairoi Stockyards Multifamily,
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
OFFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN CITY SECRETARY
FT. WORTH, TX
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 Stonnwater 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
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
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, 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
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 perfonnance 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
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
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
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 loth
day of November
CITY OF FORT WORTH
z)ana Lg44c oa
Dana Burghdoff (Nov t1, 20231 6 CST)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: Nov 17, 2023
Approved as to Form and Legality:
4 �rol - ®"'
r�l�
Thomas Royce Hansen,
Assistant City Attorney II
City Attorney's Office
Date: Nov 15, 2023
a aap4Il
pP� � FORT�9.+Idd
ATTEST: p°
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Jannette S. Goodall
City Secretary
Date: Nov 20, 2023
2023
LANDOWNER
KDP Stockyards, L C, a Delaware
liabili con,p y
By: Daniel W. Zunker
Its: Authorized Signer
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 Diane Owen (Nov 15, 202311:42 CST)
Rebecca Owen
Planning Manager
Date: Nov 15, 2023
OFFICIAL RECORD
STCRMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY
Rev. 03/01/2022 BN
FT. WORTH, TX
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on N0\6MV)pV in dda3 by
Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth,
BROOKE BONNELL
Notary Public, Stets of Texas
Comm. Expires 10-11-2028
Notary ID 134009525
LANDOWNER
STATE OF —T�
COUNTY OF 0ey-r-"'
Not ry Public, §taT6—of Texas
M
0
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
1-xC`S , on this day personally appeared Dc-`Au-k `-�' ZUnV'(-r
(name), bjyo ,-ti t_(k S'gmowy (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 )<a P SA0C'X'y t'k r L'I' L" (entity), a
t?c(r,wcwe i iy-Al!-ctk LiG4wi Cory(trt� (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this
of Novc +o bay , 20 2 3
NICK FILE
Notary Public, State of Texas
Comm. Expires 03.08-2026
Notary ID 13363250-4
Notary PiMic, S to of
day
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
LEGAL DESCRIPTION
BEING a 23,994 square foot (0.5508 acre) tract of land situated in the Edmund Little Survey, Abstract No. 954, and
the Isaac Thomas Survey, Abstract No. 1526, City of Fort Worth, Tarrant County, Texas, and being a portion of Lot
1, Block 1, Bunge Edible Oil Addition, an addition to the City of Fort Worth according to the plat recorded in Volume
388-218, Page 9 of the Plat Records of Tarrant County, Texas; said tract also being a portion of that tract of land
described in Special Warranty Deed to KDP Stockyards LLC recorded in Instrument No. D222200433 of the Official
Public Records or Tarrant County, Texas; said tract being more particularly described as follows:
COMMENCING at a 5/8-inch iron rod with "KHA" cap set at the southeast corner of a called 0.684 acre tract of land
described in the Warranty Deed to Exhibits Building Partnership, recorded in Volume 12542, Page 1527 of the Deed
Records of Tarrant County, Texas; from said point a 3/4-inch iron rod found for the southwest corner of said called
0.684 acre tract bears South 89°47'45" West, a distance of 132.62 feet;
THENCE South 12°37'58" West, a distance of 163.04 feet to the POINT OF BEGINNING;
THENCE South 00013'28" East, a distance of 24.50 feet to a point for corner;
THENCE South 00*14'11" East, a distance of 60.00 feet to a point for corner;
THENCE South 89°45'49" West, a distance of 286.67 feet to a point for corner;
THENCE North 00'14'11" West, a distance of 4.50 feet to a point for corner;
THENCE South 89°45'49" West, a distance of 0.40 feet to a point for corner;
THENCE South 44°45'49" West, a distance of 6.36 feet to a point for corner;
THENCE South 89°45'49" West, a distance of 21.21 feet to a point for corner;
THENCE North 44°45'49" East, a distance of 27.58 feet to a point for corner;
THENCE North 89°45'49" East, a distance of 6.62 feet to a point for corner;
THENCE North 00°14'11" West, a distance of 37.00 feet to a point for corner;
THENCE North 89°45'49" East, a distance of 19.17 feet to a point for corner;
THENCE North 00"14'11" West, a distance of 28.00 feet to a point for corner; from said point a 3/4-inch iron rod
found bears South 78°47'24" East, a distance of 27.70 feet;
THENCE North 89°45'49" East, a distance of 267.51 feet to the POINT OF BEGINNING and containing 23,994
square feet or 0.5508 acres of land, more or less.
NOTES:
Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202).
A survey plat of even survey date herewith accompanies this metes and bounds description.
The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets
out the metes and bounds of the easement tract.
of T
�G1STE��C.��
MICHAEL C. BILLINGSLEY
*'
*;� '�' •' is
REGISTERED PROFESSIONAL
...:.......................:...
LAND SURVEYOR NO. 6558
MICHAEL CLEO BILLINGSLE`
801 CHERRY STREET,
�' •••"'�'• 58
6558
UNIT 11 SUITE 1300
FORT WORTH, TEXAS 76102
`
•'
�::
q y •OFE S SY)
yo
PH. 817-335-6511
S U R v
michael.billingsley@kimley-horn.com
EXHIBIT "Al"
PRIVATE DRAINAGE EASEMENT
EDMUND LITTLE SURVEY
ABSTRACT NO. 954
ISAAC THOMAS SURVEY
ABSTRACT NO. 1526
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
REN 9/11I2023 2:01 PM
MF_SWFMA.DWG
IRSC LOT 1, BLOCK 1
3/4" IRF BEARS N2.52'W 0.5' BUNGE EDIBLE OIL ADDITION
(VOL. 388-218, PG. 9)
\ \ L2 L3
P.O.C.
U Z t°
D- c
U) ivN
P.O.B.
W 00 W N I /
C)rZ"It
Qai N o KDP STOCKYARDS LLC
a (INST. NO. D222200433)
co co
o O
Z Ln
r
3/4" IRF
EXHIBITS BUILDING PARTNERSHIP
(INST. NO. D211068397) TRACT 1
0.5508 ACRES
— — %23,994 SQ. FT. J
LEGEND I
P.O.C. = POINT OF COMMENCING
P.O.B. = POINT OF BEGINNING \
IRF= / KHA" CAP SET
IRON ROD FOUND
\ `
EDMUND IITTIE SURVEYABSTRACTNO.
954
-
ISAAC THOMAS SURVEY
ABSTRACT NO. 1526
u-Jl
3.380 ACRE TRACT
EXHIBITS BUILDING PARTNERSHIP L14
(VOL. 12542, PG. 1527)
NOTES: 314"IRF L11—JL10 J
NO
Bearing system based on the Texas Coordinate System of 1983 (2011
adjustment), North Central Zone (4202).
A metes and bounds description of even survey date herewith
accompanies this survey plat.
0 30 60
GRAPHIC SCALE IN FEET
LINE TABLE
NO.
BEARING
LENGTH
L1
S12°37'58"W
163.04'
L2
S00°13'28"E
24.50'
L3
S00°14'11"E
60.00'
L4
S89°45'49"W
286.67'
L5
N00°14'11"W
4.50'
L6
S89°45'49"W
0.40'
L7
S44°45'49"W
6.36'
L8
S89°45'49"W
21.21'
L9
N44°45'49"E
27.58'
1-10
N89°45'49"E
6.62'
1-11
N00°14'11"W
37.00'
L12
N89°45'49"E
19.17'
L13
N00°14'11"W
28.00'
L14
S78°47'24"E
27.70'
L15
N89°45'49"E
267.51'
L7
KDP STOCKYARDS LLC
(INST. NO. D222200433)
EXHIBIT "Al"
The undersigned, Registered Professional Land Surveyor, hereby PRIVATE DRAINAGE EASEMENT
certifies that this survey plat accurately sets out the metes and EDMUND LITTLE SURVEY
bounds of the easement tract.
ABSTRACT NO. 954
�E OF
T ISAAC THOMAS SURVEY
9�/2�z3 �P.••''��srE �y ABSTRACT NO. 1526
MICHAEL C. BILLINGSLEY �'• �O •'s CITY OF FORT WORTH
REGISTERED PROFESSIONAL c.......................
.... TARRANT COUNTY, TEXAS
LAND SURVEYOR NO. 6558 MICHAEL CLEO BILLINGSLEY
801 CHERRY STREET, .... """"" 6558 5.58
UNIT 11 SUITE 1300 10 Pam,'
FORT WORTH, TEXAS 76102 !q ��FE S �: oq,
PH. 817-335-6511 S U Rv
michaelbillingsley@kimley-horn.com
SWFMA.DWG
LEGAL DESCRIPTION
BEING a 31,237 square foot (0.7171 acre) tract of land situated in the Edmund Little Survey, Abstract No. 954, and
the Isaac Thomas Survey, Abstract No. 1526, City of Fort Worth, Tarrant County, Texas, and being a portion of Lot
1, Black 1, Bunge Edible Oil Addition, an addition to the City of Fort Worth according to the plat recorded in Volume
388-218, Page 9 of the Plat Records of Tarrant County, Texas; said tract also being a portion of that tract of land
described in Special Warranty Deed to KDP Stockyards LLC recorded in Instrument No. D222200433 of the Official
Public Records or Tarrant County, Texas; said tract being more particularly described as follows:
COMMENCING at a 5/8-inch iron rod with "KHA" cap found for the most easterly southeast corner of said Lot 1;
from said point a cut "X" found bears South 89'49'10" West, a distance of 148.44 feet;
THENCE North 25°39'51" West, a distance of 237.44 feet to the POINT OF BEGINNING;
THENCE South 89°45'49" West, a distance of 84.00 feet to a point for corner;
THENCE North 0'14'11" West, a distance of 280.00 feet to a point for corner;
THENCE North 89°45'49" East, a distance of 9.23 feet to a point for corner;
THENCE North 0*14'11" West, a distance of 77.65 feet to a point for corner;
THENCE North 30'14'11" West, a distance of 237.30 feet to a point for corner;
THENCE South 89°45'49" West, a distance of 53.98 feet to a point for corner;
THENCE North 0*14'11" West, a distance of 20.00 feet to a point for corner;
THENCE North 89°45'49" East, a distance of 65.53 feet to a point for corner;
THENCE South 30'14'11" East, a distance of 254.21 feet to a point for corner;
THENCE South 0'14'11" East, a distance of 83.01 feet to a point for corner;
THENCE North 89°45'49" East, a distance,of 54.77 feet to a point for corner;
THENCE South 0'14'11" East, a distance of 280.00 feet to the POINT OF BEGINNING and containing 31,237
square feet or 0.7171 acres of land, more or less.
NOTES:
Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202).
A survey plat of even survey date herewith accompanies this metes and bounds description.
The undersigned, Registered Professional Land Surveyor, hereby certifies that foregoing description accurately sets
out the metes and bounds of the easement tract.
T
�
MICHAEL C. BILLINGSLEY
'REGISTERED
PROFESSIONAL..........:...
rLAND
SURVEYOR NO. 6558
CCLEO
BILLINGSLEY801
CHERRY STREET,
8
8 "" 'UNIT
11 SUITE 1300
Pam,;'FORT
�PH.
WORTH, TEXAS 761020�';.
817-335-6511
Rvmichael.billingsley@kimley-horn.co
EXHIBIT "A2"
PRIVATE DRAINAGE EASEMENT
EDMUND LITTLE SURVEY
ABSTRACT NO. 954
ISAAC THOMAS SURVEY
ABSTRACT NO. 1526
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
LEGEND
' P.O.C. = POINT OF COMMENCING
P.O.B. = POINT OF BEGINNING
'IRSC = 5/8" IRON ROD W/ "KHA" CAP SJFT
IRF =IRON ROD FOUND /
�D
n
r
M
m
m
rn
m
rn
0 30 60
5.83 ACRE TRACT GRAPHIC SCALE IN FEET
FORT WORTH AND DALLAS RAILROAD COMPANY
(VOL, 9440, PG. 2107)
--A KDP STOCKYARDS LLC
1,9 (INST. NO. D222200433)
' SO°14'11"E 280.00'
TRACT 2
0.7171 ACRES
31,237 SQ. FT.
' NO°14'11"W 280.00'
'NOTES:
I
co
C
P.O. C. /- SKRFCHA
23�
w
J N
m co
UJ
I� �=moo
I01 �000
2 W
00
ooz
LL
XF
Bearing system based on the Texas Coordinate System of 1983 (2011
'adjustment), North Central Zone (4202).
'A metes and bounds description of even survey date herewith
accompanies this survey plat.
EXH I BIT "A2"
'The undersigned, Registered Professional Land Surveyor, hereby PRIVATE DRAINAGE EASEMENT
'certifies that this survey plat accurately sets out the metes and EDMUND LITTLE SURVEY
bounds of the easement tract.
ABSTRACT NO. 954
j OF ISAAC THOMAS SURVEY
'�PCGISTEy ABSTRACT NO. 1526
MICHAEL C. BILLINGSLEY C' �O CITY OF FORT WORTH
REGISTERED PROFESSIONAL .'........................
*
TARRANT COUNTY, TEXAS
LAND SURVEYOR NO. 6558 MICHAEL ULEO BILLINGSLEY
. ` ................�:; .....y
801 CHERRY STREET, 6558
UNIT 11 SUITE 1300
FORT WORTH, TEXAS 76102 941'�FE SS\�. •yo
PH. 817-335-6511 0 S U 0
michael.billingsley@kimley-horn.com
z
0
z
0 30 60
GRAPHIC SCALE IN FEET
1/
ALOJ
LEGEND
P.O.C. = POINT OF COMMENCING
P.O.B. = POINT OF BEGINNING
IRSC = 5/8" IRON ROD W/ "KHA" CAP SET
IRF = IRON ROD FOUND
KDP STOCKYARDS LLC
(INST. NO. D222200433)
TRACT 2
0.7171 ACRES
4.f 7'17 arN CT
c�
r 'Z
m
m 'm
m
r 'm
m
4h.
EXHIBIT "A2"
PRIVATE DRAINAGE EASEMENT
EDMUND LITTLE SURVEY
ABSTRACT NO. 954
ISAAC THOMAS SURVEY
ABSTRACT NO. 1526
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
LINE TABLE
NO.
BEARING
LENGTH
L16
N89°45'49"E
9.23'
L17
N00°14'11"W
77.65'
L18
S89°45'49"W
53.98'
L19
N00°14'11"W
20.00'
L20
N89°45'49"E
65.53'
L21
S00°14'11"E
83.01'
L22
N89°45'49"E
54.77'
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
FORT WORTH BELT WVIwAV COMPANY / / Iv^cam
Inc SIfi bT\A,r ne 0 �
LOT I, BLOCK
0.89]5 ACRES
J6,919 SO. FT.
/i�F i5ry9 rz3
. O.B. JII�+�aueexeaexo.R.u,x.exx„�-E
1 P -W p7)
(VOLRsnlp
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NOL t2555 pa Ttel rut
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- - — - (IN9T, NO. o21t00N92)
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___________ II ___J L__
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rLOT I, BLOCK) �� arvx ArTMunw
I 1 0� 20]5]ACRES
✓// ___ ` ,uvmi�-a S.
L—T 88.658 S FT. r I 1
n
? -- - �rorrx,x rvan'�'I a LOT I, BLOCK I i
-= wnrcxc.a[u[r
\� 2---------- ---- -J i I i9 64,1195Q FL i i I
'� \�$ mnravre aoeuu.u,x I I i i l l
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r11—I�rmuceii Y n..-..-.c_T°;F- L
Tn,awtr I 11 I J
LOT 1, BLOCK
1kl/�
A.0061 ACRES
]5,112.1 FT.
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FORTwo piH EMU E
IN T a. D3tnao3e]1
PAc'[T CF
LOT I, BLOCK 3 LOT i, BLOCKS LO I t _LOCK I
td058 ACRES a 0.6]9T ACRES L-GE ECt16L 0I1.AD-1 ICN
61,238 sO. FT. i 2],86550. FT. y, IVOL. C_.?-_t2 Fes. s
N0 +ettW bt4t0' I _ ORT'ACR R3
ax,amox c J N TH ERITACE
—FT ABLVO t sia-IttAROS LLC
RORMOUR torrxu F NOPo2EST'ro02+]
ROW DEDICATION _ ANsi.
2.1267 ACRES-
9]'M Q. FT.
6100 u690 65..6 I
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P ,RT O�
LJT I, FLOCK
SLN GE EDIELEC L FDOITIGN
VOL 1� -I 8. P.^. 31
TART OF
— I— NO, 0332'0=,I LL
LOT 1, BLOCK 10
3.5014 ACRES
152.T8] SO. FT.
E ICKANOE A-
0.d682 ACRES
20,]96 SO. FT.
—Ins II II
9 LOT I, BLOCK]
I
iI
DT I, BLOCK9i1 IIII
1.0783 ACRES it
hb t2K5ACRES
^I b4,616 SO, FT.
.�{ KOp STOIXYAR0.5 LLC
_
ROW DEDICATION
K,9TI SO. FT. IIII
8N9i,N003W001]]1 _
0.7641 ACRES
i i IIi'-
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�
]],2B] SO. FT, 0nuu^u eewevuw
\l I II
Its TMan Du.w eaaeucx, �
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Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY
OPERATION, MAINTENANCE & INSPECTION 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.
The stormwater quality device shall be cleaned and cleared of all sediment shortly
after project completion. Generally, a sump -vacuum truck is the most convenient
method of removing the captured sediment and floatables from large underground
structures. Floatables and oil should be removed in a separate procedure prior to
the removal of accumulated sediment from the bottom of the underground storage
chambers. The structural and functional integrity of the Facility shall be
maintained at all times by following the manufacturer recommendations for
maintaining the system. Flushing of the system by hose or other method that may
move sediment to the downstream storm sewer system is unacceptable.
Periodic silt removal shall occur when standing water conditions occur or the
underground storage volume is reduced by more than 10%. This maintenance
should be performed as needed based on inspection but is recommended
annually. In addition, corrective measures are required any time a basin does not
drain completely within 72 hours of cessation of inflow.
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. To prevent debris from
entering and clogging the downstream storm sewer system a wire mesh screen or
similar screening device shall be installed over the outlet until final acceptance.
PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log
should document the condition of the detention system's primary
components, silt, litter and debris removal dates. Document any
replacement or maintenance of structures.
• 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
Rev. 3/20/2019
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Contech° CMP Detention
Maintenance
Underground storm water detention and retention systems should be inspected at regular intervals and maintained when
necessary to ensure optimum performance. The rate at which the system collects pollutants will depend more heavily on site
activities than the size or configuration of the system.
Inspection
Inspection is the key to effective maintenance and is easily performed. CONTECH recommends ongoing quarterly inspections of
the accumulated sediment. Sediment deposition and transport may vary from year to year and quarterly inspections will help
insure that systems are cleaned out at the appropriate time. Inspections should be performed more often in the winter months
in climates where sanding operations may lead to rapid accumulations, or in equipment washdown areas. It is very useful to
keep a record of each inspection. A sample inspection log is included for your use.
Systems should be cleaned when inspection reveals that accumulated sediment or trash is clogging the discharge orifice.
CONTECH suggests that all systems be designed with an access/inspection manhole situated at or near the inlet and the outlet
orifice. Should it be necessary to get inside the system to perform maintenance activities, all appropriate precautions regarding
confined space entry and OSHA regulations should be followed.
Cleaning
Maintaining an underground detention or retention system is easiest when there is no flow entering the system. For this reason,
it is a good idea to schedule the cleanout during dry weather.
Accumulated sediment and trash can typically be evacuated through the manhole over the outlet orifice. If maintenance is
not performed as recommended, sediment and trash may accumulate in front of the outlet orifice. Manhole covers should be
securely seated following cleaning activities.
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CMP DETENTION SYSTEMS
Support C=';NTECH'
ENGINEERED SOLUTIONS
Drawings and specifications are available at www.ContechES.com. 800.338.1122
www.ContechES.com
Site -specific support is available from our engineers.
02014 Contech Engineered Solutions LLC
Contech Engineered Solutions LLC provides site solutions for the civil engineering industry. Contech's portfolio includes bridges, drainage,
sanitary sewer, stormwater, earth stabilization and wastewater treament products. For information, visit www.ContechES.com or call
800.338,1122.
NOTHING IN THIS CATALOG SHOULD BE CONSTRUED AS AN EXPRESSED WARRANTY OR AN IMPLIED WARRANTY OF MERCHANTABILITY OR
FITNESS FOR ANY PARTICULAR PURPOSE. SEE THE CONTECH STANDARD CONDITION OF SALES (VIEWABLE AT WWW.CONTECHES.COM/COS) FOR
MORE INFORMATION.
Exhibit "D"
Stormwater Underground Detention Maintenance Checklist
FREQUENT INSPECTION
DATE
REPAIRS
REPAIRS
NOTES
REQUIRED
MADE
Remove trash and debris
Inspect grates and
structures
Blocked, Clogged outlet
Clean outlet, dispose
structure
of blockage offsite
MINOR INSPECTION
Accumulated Silt
Remove by hand if
Standing Water
minor, use vacuum
truck if necessary
Oil is acumulated inside
vault/piping
MAJOR INSPECTION
Structural damage to pipe,
vault, access hatch, ladder
Evidence of Tree root
Cut and remove roots.
intrusion
Restore structural
integrity of system
Damaged Outlet Structure
Repair or replace
or Inlets
any damaged
structures in kind.
Damaged Pavement,
Replace pavement.
noticable sinking
Contact Engineer to
access causes