HomeMy WebLinkAboutContract 60935Date Received: 2/13/2024 Permit No.: SWFMA-23-0087
Time Received: 3:07 p.m. City Secretary No.: 60935
DRAINAGE CHANNEL
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 13th day of February
20 24 , by and between CORE PBSFR Fort Worth Academy, 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 in the Pickney Caldwell Survey, Abstract No. 365, Fort Worth, Tarrant
County, Texas according to the deed recorded in Document No. D222287581, 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 Oxenfree at West Oak, hereinafter
called the "Plan", which is expressly made a part hereof, as approved or to be approved by
the City and the Landowner provides for management of storm water within the confines
of the Property; and;
WHEREAS, the City and the Landowner, and their successors and assigns, agree
that the health, safety and welfare of the residents of the City of Fort Worth, Texas require
that on -site Drainage Facilities be constructed and maintained on a portion of the Property;
and;
WHEREAS, the City requires that on -site Drainage Facilities ("Facility") as shown
on the Plan be constructed and adequately maintained by the Landowner, its successors
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX 1
and assigns, the location and dimensions of which is shown and more particularly
described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and;
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner, its successors and assigns, shall adequately construct and
maintain the on -site Drainage Facility ("Facility") at no expense to the City of
Fort Worth in accordance with the design specifications for the Facility,
attached as Exhibit `B", and the current standards then in force and effect in
the City of Fort Worth and with the Operations and Maintenance Plan attached
to this Agreement as Exhibit "C". The Drainage Facility includes all pipes,
channels or other conveyances built to convey storm water to the facility, as
well as all structures, improvements, and vegetation provided to control the
quantity and quality of the storm water. Adequate maintenance is herein
defined as good working condition so that these facilities are performing their
design functions. The Drainage Channel Structural Control Maintenance
Checklists, attached to this Agreement as Exhibit "D", are to be used to
establish what good working condition is acceptable to the City.
2. The Landowner, its successors and assigns, shall inspect the Facility and
submit an inspection report to the City annually. The purpose of the inspection
is to 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
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
citizen complaints. The City shall provide the Landowner, its successors and
assigns, copies of the inspection findings and a directive to commence with the
repairs if necessary.
4. In the event the Landowner, its successors and assigns, fails to maintain the
Facility in good working condition acceptable to the City, the City, its
authorized agents and employees, may enter upon the Facility Property and
take whatever steps necessary to correct deficiencies identified in the
inspection report and to charge the costs of such repairs to the Landowner, its
successors and assigns. It is expressly understood and agreed that the City
is under no obligation to routinely maintain or repair said Facility, and in
no event shall this Agreement be construed to impose any such obligation
on the City, such obligation is Landowner's.
5. The Landowner, its successors and assigns, will perform the work necessary to
keep the Facility in good working order as appropriate. In the event the City
pursuant to this Agreement, performs work of any nature, or expends any funds
in performance of said work for labor, use of equipment, supplies, materials,
and the like, the Landowner, its successors and assigns, shall reimburse the
City upon demand, within thirty (30) days of receipt thereof for all actual costs
incurred by the City hereunder. In the event that Landowner or its successors
or assigns fail to pay the City for the costs incurred under this section, the City
shall impress a lien for the costs of such work upon other lots owned by the
Landowner. Such lien shall be perfected by filing in the office of the County
Clerk of Tarrant County, Texas an affidavit identifying the property to be
charged with such lien, stating the amount thereof, and making reference to
this Agreement. Any lien filed under this Agreement shall be subject and
subordinate to the lien of any deed of trust or other security interest of any
existing third -party lender in effect at the time such lien under this Agreement
is filed of record.
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
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
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 OWNER OR ANY FUTURE OWNERS OF THE ABOVE
FACILITITY PROPERTY TO MAINTAIN THE BED AND BANKS OF
THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS
A RESULT OF ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TO (1) FLOODING OF THE CHANNEL AND ITS
BANKS, (2) SLOPE FAILURE OF THE BANK OF THE CHANNEL,
AND (3) AND FAILURE OF THE CHANNEL AND ITS BANK TO
OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT
WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR
OBLIGATIONS HEREUNDER.
7. Landowner covenants and agrees that no habitable building shall be erected
within the drainage channel outlined on Exhibit "A" but this paragraph shall
not preclude construction of other improvements within the drainage channel,
which do not impede drainage. Landowner covenants and agrees that no
habitable building shall be erected on the above property abutting such
easement which shall have a finished floor at an elevation less than two feet
above the maximum depth of water in the detention pond which would occur
during a 100-year frequency flood.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, and shall constitute a covenant running with the land, and shall be
binding on the Landowner, its administrators, executors, assigns, heirs and any
other successors in interests, including any property owners association.
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
Executed this 13th day of February
CITY OF FORT WORTH
Dana Sus'fH o
Dana Burghdoff (Feb 1 , 202411:53 CST)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: Feb 13, 2024
Approved as to Form and Legality:
Thomas Royce Hansen,
Assistant City Attorney II
City Attorney's Office
2024
LANDOWNER
CORE PBSFR Fort Worth Academy,
LLC, a Delaware limited liability
company
By: CORE PBSFR Developer, LLC, a
Delaware limited liability company
Its: Authorized Signatory
By: Cliff
Its: Authorize Signatory
Date: -Z /7 /-Z Z'�
Contract Compliance Manager:
Date: Feb 9, 2024
4449oon��
By signing, I acknowledge that I am the
°°FORT O�
person responsible for the monitoring
ATTEST:
coo ��-Idd
and administration of this contract,
P*' 0 *=a
including ensuring all performance and
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4 d 0°nE.... 00 q1�1
reporting requirements.
Jannette S. Goodall
City Secretary
Rebecca Owen (Feb 9, 202417:01 CST)
Date: Feb 13, 2024
Rebecca Owen
Development Manager
Date: Feb 9, 2024
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 5
Rev. 0310112022 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on February 13th, 2024 by
Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
PRYPc, BROOKE BONNELL —�
0 e�i Brooke Bonneh (Feb 13, 202411:54 CST)
Notary Public
* * STATE OF TEXAS Notary Public, State of Texas
N,9�GoFVQ� Notary I.D. 134009525
My Comm. Exp. Oct. 11, 2026
STATE OF t t.L l o S §
COUNTY OF CcxoIC. §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
iLLIIjc�tS , on this day personally appeared Utr-= PIA-ttiC
(name), kA:t R-,-t- �►cx.0 a ;c�2't (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 CcJV� ;:0zcZ uzZrK ACA,,c�*%y , UC (entity), a
Lanni, (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this -+Tn day
of f,t=gRv�-1 , 20�.
ERYN KURDYS Notar3'ublic; State of
Official Seal
Notary Public - State of Illinois
My Commission Expires Dec 8, 2025
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
PROPERTY DESCRIPTION
PART 1 - 0.297 ACRES OF LAND
BEING a tract of land situated in the Pickney Caldwell Survey, Abstract No. 365, City of Fort Worth, Tarrant County, Texas, and
being a portion of Lot 1 B, Block 1, White Settlement Commercial Addition, an addition to the City of Fort Worth, Texas, according
to the plat thereof recorded in Cabinet A, Slide 827, Plat Records Tarrant County, Texas (P.R.T.C.T.), and being a portion of a
called 54.2562 acre tract of land described in the Special Warranty Deed to Core PBSFR Fort Worth Academy, LLC, recorded in
Instrument No. D222287581, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.), and being more particularly described
as follows:
COMMENCING at a 5/8-inch iron rod with yellow plastic cap stamped "Dunaway & Assoc' found in the east right-of-way line of
Academy Boulevard (a variable width right-of-way) at the southwest corner of said Lot 1 B, and being at the northwest corner of
Lot 1AR, Block 4, Settlement Plaza Addition, an addition to the City of Fort Worth, Texas, according to the plat thereof recorded in
Cabinet A, Slide 10130, P.R.T.C.T.;
THENCE North 89°48'05" East, with the common line of said Lot 1B and said Lot 1AR, a distance of 978.51 feet to a point from
which a 5/8-inch iron rod found at the southeast corner of said Lot 1 B bears North 89o48'05" East, a distance of 674.10 feet;
THENCE over and across said Lot 1B, the following courses and distances:
North 0011'55" West, a distance of 8.86 feet to the POINT OF BEGINNING of the herein described tract of land;
South 77°08'01" West, a distance of 72.60 feet to a point for corner;
South 59°31'30" West, a distance of 10.17 feet to a point for corner;
North 02oO8'01" East, a distance of 18.71 feet to a point for corner;
North 77°08'01" East, a distance of 38.40 feet to a point for corner;
North 11 °38'43" East, a distance of 104.43 feet to a point for corner;
North 00°10'30" West, a distance of 437.41 feet to the beginning of a non -tangent curve to the left with a radius of 425.00
feet, a central angle of 02°35'39", and a chord bearing and distance of South 88°52'41" East, 19.24 feet;
In a southeasterly direction, with said non -tangent curve to the left, an arc distance of 19.24 feet to a point for corner;
North 89°49'30" East, a distance of 0.76 feet to a point for corner;
South 00°10'30" East, a distance of 545.25 feet to the POINT OF BEGINNING and containing 12,918 square feet or 0.297
acres of land.
NOTES
Bearing system based on the Texas Coordinate System of 1983, North Central Zone
(4202), North American Datum of 1983.
A sketch of even date was prepared to accompany this description.
�E OF TF DRAINAGE EASEMENT
��P:•���isrEo :rys PICKNEY CALDWELL SURVEY, ABSTRACT NO. 365
CITY OF FORT WORTH
••'`'•'•••••••••'•'••••••••`'•• TARRANT COUNTY, TEXAS
CRAIG D. BARTOSH
...............................
�45 v Kimlgy))Horn
.OSCRAIG D. BARTOSH " """ y 13455 Noel Road, Two Galleria Tel. No. (972) 770-1300
REGISTERED PROFESSIONAL S U Rv 11/3/2023 Tower, Suite 700, Dallas, Texas 75240 FIRM # 10115500 Fax No. (972) 239-3820
LAND SURVEYOR NO. 6459 Scale I Drawn by Checked by I Date I Project No. I Sheet No.
N/A KHA CDB Nov. 2023 069295108 1 OF 4
BARTOSH, CRAIG 11/3/2023 8:12 AM K:\DAL_SURVEY\069295104-CORE - WHITE SETTLEMENT\DWG\CORE WHITE SETTLEMENT ST RM ESMT 1.DWG
PROPERTY DESCRIPTION
PART 2 - 0.423 ACRES OF LAND
BEING a tract of land situated in the Pickney Caldwell Survey, Abstract No. 365, City of Fort Worth, Tarrant County, Texas, and
being a portion of Lot 1A, Block 1, and Lot 1B, Block 1, White Settlement Commercial Addition, an addition to the City of Fort
Worth, Texas, according to the plat thereof recorded in Cabinet A, Slide 827, Plat Records Tarrant County, Texas (P.R.T.C.T.),
and being a portion of a called 54.2562 acre tract of land described in the Special Warranty Deed to Core PBSFR Fort Worth
Academy, LLC, recorded in Instrument No. D222287581, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.), and
being more particularly described as follows:
COMMENCING at a 5/8-inch iron rod with yellow plastic cap stamped "Dunaway & Assoc' found in the east right-of-way line of
Academy Boulevard (a variable width right-of-way) at the most westerly northwest corner of said Lot 1A;
THENCE over and across said Lot 1A and Lot 1 B, the following courses and distances:
South 81 o35'00" East, a distance of 801.04 feet to the POINT OF BEGINNING of the herein described tract of land, said point
being at the beginning of a non -tangent curve to the left with a radius of 1,570.00 feet, a central angle of 00°44'00", and a
chord bearing and distance of North 64°01'37" East, 20.10 feet;
In a northeasterly direction, with said non -tangent curve to the left, an arc distance of 20.10 feet to a point for corner;
South 31 °38'20" East, a distance of 199.96 feet to the beginning of a tangent curve to the right with a radius of 1,205.00 feet,
a central angle of 10°52'03", and a chord bearing and distance of South 26°12'19" East, 228.22 feet;
In a southeasterly direction, with said tangent curve to the right, an arc distance of 228.56 feet to a point for corner;
South 13°58'45" East, a distance of 132.68 feet to a point for corner;
South 00°10'30" East, a distance of 234.83 feet to a point for corner from which a 5/8-inch iron rod with yellow plastic cap
stamped "Dunaway & Assoc" found at the southeast corner of said Lot 1A and the most northerly northeast corner of said Lot
1 B bears North 46o27'42" East, a distance of 750.79 feet;
South 89o49'30" West, a distance of 0.76 feet to the beginning of a tangent curve to the right with a radius of 375.00 feet, a
central angle of 17'13'47", and a chord bearing and distance of North 81 °33'37" West, 112.34 feet;
In a northwesterly direction, with said tangent curve to the right, an arc distance of 112.77 feet to a point for corner;
North 00°1012" West, a distance of 18.03 feet to a point for corner;
North 89°49'48" East, a distance of 91.84 feet to a point for corner;
North 00°10'30" West, a distance of 197.56 feet to a point for corner;
North 13°58'45" West, a distance of 129.07 feet to the beginning of a non -tangent curve to the left with a radius of 1,185.00
feet, a central angle of 10'48'38", and a chord bearing and distance of North 26°14'01" West, 223.25 feet;
In a northwesterly direction, with said non -tangent curve to the left, an arc distance of 223.58 feet to a point for corner;
North 31°38'20" West, a distance of 201.94 feet to the POINT OF BEGINNING and containing 18,413 square feet or 0.423
acres of land.
NOTES
,�E O F TF
DRAINAGE EASEMENT
•
Bearing system based on the Texas
'r^,ISTE•• ;ry
PICKNEY CALDWELL SURVEY, ABSTRACT NO. 365
Coordinate System of 1983, North
�:• •s
'.
CITY OF FORT WORTH
Central zone (4202), North:'
•••'••••••••••••••••••••••••••
TARRANT COUNTY, TEXAS
American Datum of 1983.
CRAIG D. BARTOSH
A sketch of even date was prepared
'•'•'•'•"•'•"•'•'•'•"•'•'••'
to accompany this description.
' ' � 59 � • �
•
Ki m e >>> Horn
CRAIG D. BARTOSH
�; •�0
S
Ey
Road, Noel 770-1300
lx
(972)
REGISTERED PROFESSIONAL
S U R
700, Dallas, TexasriaO 5�240 FIRM # 10115500 Face
Tower, Suit No. 239-3820
LAND SURVEYOR NO. 6459
11/3/2023
Scale I Drawn by I Checked by I Date I Project No. I Sheet No.
N/A KHA CDB Nov. 2023 069295108 2 OF 4
BARTOSH, CRAIG 11/3/2023 8:12 AM K:\DAL_SURVEY\069295104-CORE - WHITE SETTLEMENT\DWG\CORE WHITE SETTLEMENT ST RM ESMT 1.DWG
LEGEND / / � 101 102
I
/ 1
P.O.C. =POINT OF COMMENCING 100
/ �Q� / NORTH
P.O.B. = POINT OF BEGINNING
SETTLEMENT PLAZA
IRFC = IRON ROD W/YELLOW "DUNAWAY" / ��- 99
y>P ADDITION 98
IRFP IRON ROD FOUND �FOUND�G� °� CAB. A, SLD. 9207 I 97 0 150 300
�( ��� P.R.T.C.T.
CAB./SLD. = CABINET/SLIDE 15� � \\ 96 Y I
P.R.T.C.T. = PLAT RECORDS, TARRANT Ci P i r—..
O
�� JP� O GRAPHIC SCALE IN FEET
COUNTY, TEXAS �� ��� \ m
O.P.R.T.C.T. = OFFICIAL PUBLIC RECORDS, / \
TARRANT COUNTY, TEXAS \
�� \ \ I 93
CALLED 8.7858 ACRES
_ --CORE PBSFR FWA FOR SALE, LLC \ F929,
_ \ INST. NO. D222287506 _ \\\
— -- — PART2= ���1 1 O.P.R.T.C.T.T. �// 1
O.C. N5/8" IRFC —
1 E 801 04' WHITE SETTLEMENT
_CZ COMMERCIAL ADDITION \ LOT A�
/ CAB. A, SLD. 827 \\ \
y5 o P.R.T.C.T.
O�O�PG��I P.O.B.
OB• LOT 1A, BLOCK 1 \\ \\
0� n \ 5/8" IRFC
PI _--_�-------------------- /Y
1 PART 2 �� I I ---a\` 63
y^ 0.423 ACRES s UTILITY EASEMENT /\\ \\\
6 < I CAB. A, SLID. 827 ��/ \ \ I
18,413 SQ. FT. P.R.T.C.T.61
62
FL it
II------ —�---- /
-- -- ��------ 60
1 } x 30' EMERGENCY ACCESS � L/ \
I W 3 EASEMENT 59
CAB. A, SLD. 827
C) m I P.R.T.C.T. LOT 1 B, BLOCK 1 N I I� / 5R I Q
_ _ Y ��
V? I` J I CALLED 54.2562 ACRES /? I I If 57 a 0
— Q CORE PBSFR FORT WORTH / I I 15' SANITARY SEWER I I I 56 W P: O
1 \ ACADEMY, LLC L13 �— EASEMENT I I I g C) l-
5;:i,,� CAB. A, SLD.827 I II 1 55 W 0INST. NO. D222287581L6 C4 .1 1 P.R.T.C.T. I III 54 L, 7 m
tlI I O.P.R.T.C.T. l f1— O J w
I CAB. A,
----------- --------------� 111F152 m �P.R.T.C.T. r 15' UTILITY EASEMENT30' EMERGENCY ACCESS \. CAB. A, SLID. 827 1 51
II EASEMENT PART 1 P.R.T.C.T. II
CNB. A, SLID. 827 I 1 50 I
APPF OXIMATE LOCATION OF P.R.T.C.T. 0.297 ACRES I 1 lµ 9
ABSTRACT LINE — J 12,918 SQ. FT. e��� i I 1 48
I 15' UTILITY EASEMENT
PART 1 CAB. A, SLD. 827 3 47
P.R.T.C.T. P CQ� "O:' If I
P.O.C. yC-Pc �� 11Il 46
I j1 5/8" IRFC PART 1 L2L3 v G4���S�� \\\ I I
11 P.O.B. P� P 5/8" IRF \\ 11 as
-----_----N89°48'05"E .978.51---------- --_--- N89°48'05"E-674.10'--�1
— 7/— L1 L9 LB /T �I—
I
// 11
LOTIAR, BLOCK 4
NOTES SETTLEMENT PLAZA ADDITION
CAB. A, SLD. 10130
Bearing system based on the Texas P.R.T.C.T.
Coordinate System of 1983, North DRAINAGE EASEMENT
Central Zone (4202), North American OF PICKNEY CALDWELL SURVEY,
Datum of 1983. .••••••.
�P:•��GisTE., ABSTRACT NO. 365
A description of even date was �'• •• S CITY OF FORT WORTH
prepared to accompany this sketch.••
TARRANT COUNTY, TEXAS
See sheet 4 for line and curve tables. •CRAIG• D : BARTOSH
-� ee'��� KiMeI /0 Horn
CRAIG D. BARTOSH yQ " P� y 13455 Noel Road, Tia Office Tel. No. (972) 770-1300
REGISTERED PROFESSIONAL `S U R v Tower, Suite 700, Dallas, Texas 75240 FIRM # 10115500 Fax No. (972) 239-3820
LAND SURVEYOR NO. 6459 11/3/2023 Scale I Drawn by Checked by I Date I Proiect No. I Sheet No.
1" = 300' KHA CDB Nov. 2023 069295108 3 OF 4
\D BARTOSH, CRAIG 11/3/2023 8 12 AM K:\DAL_SURVEY\069295104-CORE - WHITE SETTLEMENTWG\CORE WHITE SETTLEMENT Sl' RM ESMT 1.DWG
LINE TABLE
NO.
BEARING
LENGTH
L1
N00°11'55"W
8.86'
L2
NO2'08'01"E
18.71'
L3
N77°08'01 "E
38.40'
L4
N11 °38'43"E
104.43'
L5
N00°10'30"W
437.41'
L6
N89°49'30"E
0.76'
L7
S00°10'30"E
545.25'
L8
S77'08'01"W
72.60'
L9
S59°31'30"W
10.17'
L10
S31°38'20"E
199.96'
L11
S13°58'45"E
132.68'
L12
S00°10'30"E
234.83'
L13
S89°49'30"W
0.76'
NOTES
Bearing system based on the Texas
Coordinate System of 1983, North
Central Zone (4202), North American
Datum of 1983.
See sheet 3 for sketch which
references line and curve tags shown
above.
CURVE TABLE
NO.
DELTA
RADIUS
LENGTH
CHORD BEARING
CHORD
C1
2°35'39"
425.00'
19.24'
S88°52'41"E
19.24'
C2
0°44'00"
1570.00'
20.10'
N64°01'37"E
20.10'
C3
10'52'03"
1205.00'
228.56'
S26°12'19"E
228.22'
C4
1713'47"
375.00'
112.77'
N81°33'37"W
112.34'
C5
10'48'38"
1185.00'
223.58'
N26°14'01"W
223.25'
DRAINAGE EASEMENT
PICKNEY CALDWELL SURVEY,
ABSTRACT NO. 365
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
Kim1py)))Horn
CRAIG D. BARTOSH 13455 Noel Road, Two Galleria OTel. No. (972) 770-1300
REGISTERED PROFESSIONAL Tower, Suite 700, Dallas, Texas 75240 FIRM # 10115500 Fax No. (972) 239-3820
LAND SURVEYOR NO. 6459 Scale I Drawn by Checked by Date Proiect No. Sheet No.
1" = 300' KHA CDB I Nov. 2023 069295108 1 4 OF 4
BARTOSH, CRAIG 11/3/2023 8 12 AM K:\DAL_SURVEY\069295104-CORE -WHITE SETTLEMENT\DWG\CORE WHITE SETTLEMENT ST RM ESMT 1.DWG
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
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E AT
cNAD
0' (PREEDDAND)
Q,ao — 0.E CPS
o I OR
SW I = 0.01 FT/FT
V = 1.3 FT/5
B=02 PT
SECTION A -A
INTS
I s31 4 I
I I
I I
o i i
I w I
I
F
5- SETBACK LINE
OXENFREE AT NEST OAK
PHASE I II
PROP PIIT" AT OZ—EAAT
OT NNE PHASE
ANE
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ra PNDP rR
,DD-) _ -
DIN/Ell ON
O,Dn = 55 CFI
S = 0 01 '7/FT
= 1 5 FT/S
SECTION B-B D = 03 FT
OXENFREE AT NEIT OAK
PHASE 1
LI \ r-
152 51 50
BLOCK A l
w
F7--
OXENFREE AT NEST OAK
PHASE 2
D-11 AT
PHASE , PROP NrvE EX ONA E PHASE z
PROP. DRADE
a,Loiwa®TM)D IDo-re Q. - 0.7 CPS
S 0.01 R/FT
V - 0.8 FT/S
o I.Dz NIN
D = C. FT
SECTION D-D
NTs
P-DE I PROP NNE
DP DNAD
E
D EDDAND)
DNADE
U.A
Ixn'RIH)R ,ao-m
olm = a l cFs
S 0.01 FT/FT
DIRION A�
IN
V = 1 J FT/I
SECTION E-E
NTs
D- 0.4 FT
.—FREE AT
PHAgIPRDP NNEI'ET OAK
EX ADE
.XlNHEE AT
la (rNeeeonpm raoP ng e
ONADE
1. ;�1AR
Ql. = 9.4 CFI
o l Dx NIN S = 0 01 FT/FT
V = 21 FT/S
SECTION C-C D = 0 J FT
NT.
PROP. I OX_PREE AT
ONENIPPIP AT PHASE
P_T OAK
HANE I NE X GRADE z
PROP. GRADE IDD-,R ao N®DAND)
D
SSI = J9 CFO
= 0.01 FT/FT
= 2 0 FT/S
®' 00.5 FT
SECTION F-F
NTs
H'
m
= N
W W
Qw
2E_
LL.U)
V)
QX
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w
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Lu QLu
3
BENCHMARKS
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INTI,ECENTEN SETT
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X ED
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.—IT , LENaTNO N .NONCENTEN,NE
SHEET NUMBER
EXH-2
0
OXENFREE AT WEST OAK
PHASE 1
I 11
D E / BLOCK Cr
` 40' SETBACK/LINE --—SECTIC A G—G
IIIIIIII
--
/ /
\' �/0 ENFIiEE AT —AAK
�
rl
755
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— T
750 I
745
743
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SECTION G—G
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— PROF. GI AFE 0 MIN -LINE OF
ztjt
755
I
I
750
------
745
I
743
2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
OXENFREE AT WEST OAK
PHASE 1
_—I 5.31 11 1 1152 51 50 49 48 \7L bfi I-_,4��,� 1 �IIOT 1AR, BLOCK 4
1 1 BLOCK A I EX 15' S S E p E 111 ` SETTLAEBMEfgT PSLZA OAODOITION
\ 1 1 I P.R.T.C.T.
SECTION
I !--——---��—�—------------- — —--------— �— —2-- sIDD —11I I II
1 \,\ I
\-/\I =/1 nnrn�n
I I I I I
5' SETBACK LINE h�a
OXENFREE AT NEST OAK
PHASE 2
L SECTION H—H
750 r 750
745 I _ �/_ - nDe - DP. GRADE CON —RE u A 745
PF' r tit I�EMINIMUhI
740 r ~ _ 740
I I
I I
737 737
0+80 1+00 2+00 3+00 4+00 5+00 6+00 B+50
H-
m
= co
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Qw
U)
Q d
Y�
u.1QLu �w
o�
3
BENCHMARKS
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Z W O z
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o. RE, Ena.R� .ReM En.En,.E
SHEET NUMBER
EXH-3
Exhibit "C"
CITY OF FORT WORTH DRAINAGE CHANNEL 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.
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 9
Rev. 03/01/2022 BN
Exhibit "D"
Drainage Channel Structural Maintenance CHECKLIST
FREQUENT REPAIRS REPAIRS
INSPECTION DATE REQUIRED MADE NOTES
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Channel
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 Storm
Water Quality
Structure
Type of Storm Water
Quality Structure
Structure type and
Condition
Condition of Rip -Rap
Condition of filtration
system
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 10
Rev. 03/01/2022 BN
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 11
Rev. 03/01/2022 BN