HomeMy WebLinkAboutContract 57617 Date Received: 05/27/2022 Permit No.: SWFMA-22-0037
Time Received: 11:22 am City Secretary No.: 57617
DRAINAGE CHANNEL
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 26th day of May
2022, by and between NTP35, LP, a Texas limited partnership, acting by and through
Steve McKeever, hereinafter referred to as "Landowner", and the City of Fort
Worth, hereinafter referred to as "City".
WITNES SETH
WHEREAS, the Landowner is the owner of certain real property of certain tract of
land situated in the William McCowen Survey, Abstract Number 999 in Tarrant County,
Texas according to Document No. D216282322 recorded in 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 North City Addition, 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
OFFICIAL RECORD
DRAINAGE CHANNEL MAINTENANCE AGREEMENT CITY SECRETARY 1
Rev.03/01/2022 BN
FT. WORTH, TX
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.
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
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3
Rev.03/01/2022 BN
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 26th day of May 2022_
CITY: LANDOWNER:
NTP35,LP
a Texas limited partnership
Dana gLli' LdOA
Dana Burghdoff Nay 2G,202215:52 CDT) By: NTP Investments, LLC
Dana Burghdoff: a Texas limited liability company
Assistant City Manager
City of Fort Worth
Steve McK-ever
Date: May 26,2022 Title: Manager
Date: 5' 2Z
Approved as to Form and Legality:
Thomas Royce Ilansen,
Assistant City Attorney II
City Attorney's Office
Contract Compliance Manager:
Date: May 26,2022 By signing I acknowledge that I am the
person responsible
for the monitoring and administration of
ATTEST: this contract, including
ensuring all performance and reporting
7Gl`I`IG��G c1 GDOG��GG requirements.
Jannette S.Goodall(May 27,2022 07:18 CDT)
Jannette Goodall,
City Secretary
City of Fort Worth FoR� �a Janie S. Morales,Planning Manager
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OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 5
Rev.0 3/0 112 0 2 2 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on May 26, 2022 by
Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
Bichson Digitally d b Bichson 9i Ysig�e , Nguyen
Nguyen Date:2022.05.26 17:26:42-05'00'
yp�,e BICH SON THI NGUYEN
z®� Notary Public Notary Public, State of Texas
• + STATE OF TEXAS
N,9� P Notary I.D. 133389224
OF
My Comm.Exp.Oct. 13,2025
STATE OF 7.�-.�q, §
COUNTY OF �V r 111 §
BEFORE ME, the undersigned authority, a Notary Public in and for the State
of Te a-s , on this day personally appeared Steve McKeever (name), Manager
(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 NTP Investments,
LLC (entity), a Texas limited liability company (entity type) and in the
capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this—a y1-' day
of e ,20 .
ID GREEN
_Notary Public,State of Texas
Comm.Expires 02-04-2026
Notary ID 13357335-5
OFFICIAL RECORD
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6
Rev.03/01/2022 BN CITY SECRETARY
FT. WORTH, TX
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7
Rev.03/01/2022 BN
EXHIBIT''A"
PRIVATE DRAINAGE EASEMENT
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County,Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of
U.S. Highway No.81/287 (variable width R.O.W.) and the south right-of-way line of North Tarrant Parkway (variable
width R.O.W.) per Judgment recorded in D207377959, OPRTCT, being the most westerly corner of said NTP35 Tract 2;
THENCE along the northeasterly right-of-way line of said U.S. Highway No. 81/287 (adjoining R.O.W. per D207377959
& D205080406, OPRTCT) and the southwesterly line of said NTP35 Tract 2, as follows:
South 36 degrees 06 minutes 49 seconds East, a distance of 550.06 feet (R.O.W. deed 550.17 feet, deed 550.22
feet) to a 1/2" rebar capped HALFF found;
South 46 degrees 53 minutes 17 seconds East, a distance of 161.19 feet (R.O.W. deed 161.19 feet, deed 161.21
feet) to a 5/8" rebar capped found;
South 42 degrees 00 minutes 19 seconds West, a distance of 5.69 feet (deed 5.71 feet) to a 5/8" rebar capped
DUNAWAY found, from which a TXDOT monument with a brass disc found bears North 46 degrees 51 minutes 30
seconds West,5.84 feet;
South 46 degrees 51 minutes 30 seconds East, a distance of 2551.39 feet to a point;
THENCE North 44 degrees 26 minutes 51 seconds East departing the northeasterly line of said U.S. Highway No.
81/287, across said NTP35 Tract 2, a distance of 90.02 feet to the POINT OF BEGINNING of the herein described tract
of land,
THENCE across said NTP35 Tract 2, as follows:
North 44 degrees 26 minutes 51 seconds East, a distance of 20.00 feet;
South 49 degrees 43 minutes 14 seconds East, a distance of 400.61 feet;
South 70 degrees 30 minutes 1 1 seconds East, a distance of 77.25 feet;
South 27 degrees 1 1 minutes 14 seconds West, a distance of 54.56 feet;
South 88 degrees 08 minutes 34 seconds West, a distance of 15.95 feet to the beginning of a non-tangent curve
to the right, having a radius of 358.34 feet; 3
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Northwesterly, along said curve, having a central angle of 11 degrees 40 minutes 05 seconds, an arc distance 12
of 72.97 feet, and a chord that bears North 52 degrees 34 minutes 14 seconds West, 72.85 feet to the end of
said curve;
North 46 degrees 51 minutes 30 seconds West, non-tangent to said curve, a distance of 402.56 feet to the
POINT OF BEGINNING and containing 16,286 square feet or 0.374 acre of land.
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NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), 9 •�� a
North American Datum of 1983 as derived from GPS observation.
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NORTH TARRANT PARKWAY
(VARIABLE WIDTH R.O.W.)
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TRACT 2
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CURVE TABLE
CURVE # RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH
C1 358.34' 72.97 11°40'05" N52°34'14''W 72.85'
0 200
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0.374 AC.
APPROXIMATE LOCATION TRACT#2
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LINE TABLE
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UNDERGROUND FACILITIES
LINE # BEARING DISTANCE VOL.7480 PG.2385,D.R.T.C.T!
L 1 N 4402651"E 90.02'
L2 N 4402651"E 20.00' —
TXDOT MONUMENT
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L3 S70°30'1 1"E 77.25' W/BRASS DISC FOUND
L4 S2701 VI 4"W 54.56' N
CITY OF FORT WORTH \\
L5 S88°08'34"W 15.95' 60'PERMANENT SANITARY \\
SEWER FACILITY EASEMENT \\
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EXHIBIT''A"
PRIVATE DRAINAGE EASEMENT
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No.999, City of Fort Worth,Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County,Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of
U.S. Highway No.81/287 (variable width R.O.W.) and the south right-of-way line of North Tarrant Parkway (variable
width R.O.W.) per Judgment recorded in D207377959, OPRTCT, being the most westerly corner of said NTP35 Tract 2;
THENCE along the northeasterly right-of-way line of said U.S. Highway No.81/287 (adjoining R.O.W. per D207377959
& D205080406, OPRTCT) and the southwesterly line of said NTP35 Tract 2, as follows:
South 36 degrees 06 minutes 49 seconds East, a distance of 550.06 feet (R.O.W. deed 550.17 feet, deed 550.22
feet) to a 1/2" rebar capped HALFF found;
South 46 degrees 53 minutes 17 seconds East, a distance of 161.19 feet (R.O.W. deed 161.19 feet, deed 161.21
feet) to a 5/8" rebar capped found;
South 42 degrees 00 minutes 19 seconds West, a distance of 5.69 feet (deed 5.71 feet) to a 5/8" rebar capped
DUNAWAY found, from which a TXDOT monument with a brass disc found bears North 46 degrees 51 minutes 30
seconds West,5.84 feet;
South 46 degrees 51 minutes 30 seconds East, a distance of 902.21 feet to a point;
THENCE North 43 degrees 08 minutes 30 seconds East departing the northeasterly line of said U.S. Highway No.
81/287, across said NTP35 Tract 2, a distance of 50.00 feet to the POINT OF BEGINNING of the herein described tract
of land;
THENCE across said NTP35 Tract 2, as follows:
North 43 degrees 08 minutes 30 seconds East, a distance of 50.00 feet;
South 46 degrees 51 minutes 30 seconds East, a distance of 495.56 feet;
South 43 degrees 08 minutes 30 seconds West, a distance of 25.00 feet;
North 46 degrees 51 minutes 30 seconds West, a distance of 146.96 feet;
North 88 degrees 13 minutes 58 seconds West, a distance of 37.82 feet;
3
North 46 degrees 51 minutes 30 seconds West, a distance of 320.22 feet to the POINT OF BEGINNING and
containing 20,749 square feet or 0.476 acre of land.
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum
of 1983 as derived from GPS observation.
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NORTH TARRANT PARKWAY
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SCALE IN FEET
TRACT 2
NTP35,LP
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LINE # BEARING DISTANCE
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L5 N88013'58"W 37.82'
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EXHIBIT''A"
PRIVATE DRAINAGE EASEMENT
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No.999, City of Fort Worth,Tarrant County,
Texas, being a portion of Lot 9, Block 1 of the final plat of North City Addition, an addition to the City of Fort Worth,
Tarrant County,Texas as recorded in D219223312, Official Public Records,Tarrant County,Texas (OPRTCT), being a
portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, OPRTCT, and being more particularly
described as follows:
COMMENCING at a 5/8" rebar capped SPOONER 5922 found in the west line of North Freeway (IH-35W-adjoining
R.O.W. per D205080406, OPRTCT),said point being the northeast corner of said Lot 9, Block 1 and the southeast
corner of Lot 8, Block 1 of said North City Addition, and the southeast corner of Living Spaces Way (80' public
access, drainage &water easement per D219223312, OPRTCT),from which a 5/8" rebar capped SPOONER 5922
found at the southwest corner of said Lot 8, Block 1 bears South 89 degrees 26 minutes 51 seconds West, 905.13 feet;
THENCE South 00 degrees 34 minutes 28 seconds East, along the west right-of-way line of said North Freeway and
the east line of said Lot 9, Block 1, a distance of 531.73 feet,
THENCE South 89 degrees 25 minutes 32 seconds West, departing the west line of said North Freeway, across said Lot
9, a distance of 60.00 feet to the POINT OF BEGINNING of the herein described tract of land;
THENCE across said Lot 9, Block 1, as follows:
South 00 degrees 34 minutes 28 seconds East, a distance of 488.47 feet;
South 89 degrees 21 minutes 38 seconds West, a distance of 168.87 feet to the beginning of a tangent
curve to the right, having a radius of 55.00 feet;
Northwesterly, along said curve, having a central angle of 89 degrees 07 minutes 56 seconds, an arc
distance of 85.56 feet, and a chord that bears North 46 degrees 04 minutes 24 seconds West, 77.19 feet
to the end of said curve;
North 01 degree 30 minutes 26 seconds West, tangent to said curve, a distance of 378.78 feet to the
beginning of a tangent curve to the right, having a radius of 55.00 feet;
Northeasterly, along said curve, having a central angle of 90 degrees 57 minutes 17 seconds, an arc
distance of 87.31 feet, and a chord that bears North 43 degrees 58 minutes 12 seconds East, 78.43 feet
to the end of said curve;
North 89 degrees 26 minutes 51 seconds East, tangent to said curve, a distance of 175.08 feet to the
POINT OF BEGINNING and containing 109,634 square feet or 2.517 acres of land. 3
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum
of 1983 as derived from GPS observation.
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EXHIBIT"A''
LOT 8,BLOCK 1,NORTH CITYADDITION
15/8R.C.F.-� D219223312, O.P.R.T.C.T.
LIVING SPACES WAY
PUBLIC ACCESS, P.O.
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DRAINAGE & WATER EASEMENT 5/8R.C.F. I
D219223312, C.P.R.T.C.T.
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D219223312 O.P.R.T.C.T. \�
SCALE IN FEET I O.P.R.T.C.T.
P.O.B. a
SEE SHEET 3 r TRACT 2
FOR LINE AND n�V� NTP35,LP ��, L3 W �
CURVE DATA ,t�,1� D216282322 L 1 WLU
O.P.R.T.C.T. m
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C0 �0 PRIVATE DRAINAGE ao 00 I Z
C CA EASEMENT ; � I H
109,634 SQ. FT. W
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CITY OF FORT WORTH �
` 60'PERMANENT SANITARY
SEWER FACILITY EASEMENT
TXDOT MONUMENT J D221322450,O.P.R.T.C.T.
W/BRASS DISC FOUND — _
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APPROXIMATE LOCATION TRACT#2 \ �\
IS SOUTHWESTERN BELL \\ L/ i.Cl •�LaJ l/'� ' v TELEPHONE COMPANY EASEMENT FOR \\ a
UNDERGROUND FACILITIES \\ U
VOL.7480 PG.2385, D.R.T.C.T. �E OF TF a
' .- STE x9
� � Job No.: l 086o Scale: 1"=200' Sheet `'.�G RFa Q
• ............. T
MARSHmmLL2 Drafted: T.J.M. Checked: J.S.B. JOEL S.BARTON v
CIVIL ENGINEERS—PLANNERS—SURVEYORS of Q�FESS�C?P z
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2405 Mustang Drive,Grapevine,Texas 76051 Date Prepared: 4/7/2022
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TxEng Firm#F-2944—TxS—Firm#10021700 4/7/2022 w
EXHIBIT"A''
LINE TABLE
LINE # BEARING DISTANCE
L1 S89'25'32''W 60.00'
L2 S89021'38''W 168.87'
L3 N89.26'51"E 175.08'
CURVE TABLE
CURVE # RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH
C1 55.00, 85.56' 8900756" N46004'24''W 77.19'
C2 55.00' 87.3 1' 90'57 17" N 43'58'12''E 78.43'
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MARSHmmLL 20 Drafted: T.J.M. Checked: J.S.B. 3
JOEL S.BARTON v
CIVIL ENGINEERS-PLANNERS-SURVEYORS of Q�FESS�C?P z
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2405 Mustang Drive,Grapevine,Texas 76051 Date Prepared: 4/7/2022 Np SURV m
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(817)329-4373
TxEhg Firm#F-2944—TxsuN Firm#10021700 41712022
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EXHIBIT''A"
PRIVATE DRAINAGE EASEMENT
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No.999, City of Fort Worth,Tarrant County,
Texas, being a portion of Lot 9, Block 1 of the final plat of North City Addition, an addition to the City of Fort Worth,
Tarrant County,Texas as recorded in D219223312, Official Public Records,Tarrant County,Texas (OPRTCT), being a
portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, OPRTCT, and being more particularly
described as follows:
COMMENCING at a 5/8" rebar capped SPOONER 5922 found in the west line of North Freeway (IH-35W-adjoining
R.O.W. per D205080406, OPRTCT),said point being the northeast corner of said Lot 9, Block 1 and the southeast
corner of Lot 8, Block 1 of said North City Addition, and the southeast corner of Living Spaces Way (80' public
access, drainage &water easement per D219223312, OPRTCT),from which a 5/8" rebar capped SPOONER 5922
found at the southwest corner of said Lot 8, Block 1 bears South 89 degrees 26 minutes 51 seconds West, 905.13 feet;
THENCE along the west right-of-way line of said North Freeway and the east line of said Lot 9, Block 1, as follows:
South 00 degrees 34 minutes 28 seconds East, a distance of 1046.21 feet;
South 00 degrees 13 minutes 03 seconds East, a distance of 5.59 feet to the southeast corner of said Lot 9,
Block 1;
THENCE Southwesterly, along the west right-of-way line of said North Freeway and the east line of said NTP35 Tract 2,
along a non-tangent curve to the right having a radius of 448.34 feet, a central angle of 09 degrees 47 minutes 49
seconds, an arc distance of 76.66 feet, and a chord that bears South 04 degrees 52 minutes 04 seconds West, 76.57
feet to a point;
THENCE North 80 degrees 14 minutes 01 seconds West, radial to said curve, departing the west line of said North
Freeway, across said NTP35 Tract 2, a distance of 60.00 feet to the POINT OF BEGINNING of the herein described
tract of land;
Southwesterly, along a non-tangent curve to the right, having a radius of 388.34 feet, a central angle of 109
degrees 25 minutes 42 seconds, an arc distance of 741.68 feet, and a chord that bears South 64 degrees 28
minutes 50 seconds West, 633.99 feet to the end of said curve;
North 27 degrees 1 1 minutes 14 seconds East, non-tangent to said curve, a distance of 149.15 feet to the
beginning of a non-tangent curve to the left, having a radius of 239.34 feet;
Northeasterly, along said curve, having a central angle of 104 degrees 06 minutes 06 seconds, an arc
distance of 434.86 feet, and a chord that bears North 68 degrees 23 minutes 40 seconds East, 377.47 feet to
the end of said curve;
3
North 89 degrees 26 minutes 51 seconds East, non-tangent to said curve, a distance of 153.05 feet to the
POINT OF BEGINNING and containing 87,664 square feet or 2.012 acres of land.
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NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum
of 1983 as derived from GPS observation. w
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�P•••�s T E •.-9
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CIVIL ENGINEERS-PLANNERS-SURVEYORS of <q�FESSol? zo
SURV5' 002405 Mustang Drive,Grapevine,Texas 76051 Date Prepared: 4/7/2022
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(817)329-4373
TxEhg Firm#F-2944—TxsuN Firm#10021700 4/7/2022 w
EXHIBIT"A''
LOT 8,BLOCK 1,NORTH CITYADDITION
15/8R.C.F.-� D219223312, O.P.R.T.C.T.
LIVING SPACES WAY
PUBLIC ACCESS, P.O.C.
DRAINAGE & WATER EASEMENT 5/8R.C.F.
D219223312, O.P.R.T.C.T. I I
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0 200 I �
LOT 9,BLOCK 1 N
SCALE IN FEET I NORTH CITY ADDITION I 110memo
D219223312 I o O
O.P.R.T.C.T.
SEE SHEET 300
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CURVE DATA �t� TRACT2 , o it
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D219223312,O.P.R.T.C.T. l
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TRACT 2 \ P.O.B.
` NTP35,LP S 00013'03'' E
D216282322 _ _ 5.59'
•s \ \ ��\ O.P.R.T.C.T. PRIVATE DRAINAGE L3 U
EASEMENT
87,664 SQ. FT.
2.012 AC.
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/ \` CITY OF FORT WORTH N
60'PERMANENT SANITARY
\\ SEWER FACILITY EASEMENT
TXDOT MONUMENT J D221322450,O.P.R.T.C.T.
W/BRASS DISC FOUND _ _
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APPROXIMATE LOCATION TRACT#2
IS SOUTHWESTERN BELL \\ L/ i.Cl •�LaJ l/'� ' v TELEPHONE COMPANY EASEMENT FOR \\ a
UNDERGROUND FACILITIES \\ U
VOL.7480 PG.2385, D.R.T.C.T. �E OF TF a
�STE x9
O D«TAT°a Job No.: 10860 Scale: 1''=200' Sheet `' .-.�G............. Q
J y E�`I >,
A R H L�mmL L ? 2 Drafted: T.J.M. Checked: J.S.B. JOEL S.BARTON v
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CIVIL ENGINEERS-PLANNERS-SURVEYORS of Q�FESS�C?P z
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2405 Mustang Drive,Grapevine,Texas 76051 Date Prepared: 4/7/2022
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TxEng Firm#F-2944-TxS—Firm#10021700 4/7/2022 ui
EXHIBIT"A''
LINE TABLE
LINE # BEARING DISTANCE
L 1 N80'14'01"W 60.00'
L2 N27011'14"E 149.15'
L3 N89.26'51"E 153.05
CURVE TABLE
CURVE # RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH
C 1 448.34' 76.66' 904749" S04052'04"W 76.57'
C2 388.34' 741.68' 109'25'42" S64'28'50"W 633.99'
C3 239.34' 434.86' 104.0606" N68-2340''E 377.47'
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�� �«TAT° Job No.: 10860 Scale: NONE Sheet `'.�G RFa Q
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MARSHmmLL 20 Drafted: T.J.M. Checked: J.S.B. 3
JOEL S.BARTON v
CIVIL ENGINEERS-PLANNERS-SURVEYORS Of Q�FESS�C?P z
y aQ o
2405 Mustang Drive,Grapevine,Texas 76051 Date Prepared: 4/7/2022 Np SURV m
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TxEhg Firm#F-2944—TxsuN Firm#10021700 41712022
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EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
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Peak Discharge: 92 (CFS) Date/Time of Peak Discharge 0flan2000, 00:26
Inflow Volume: 9.01 (IN) Peak Storage: 14.6 (AC-FT)
T Discharge Volume8.69 (IN) Peak Elevation: 669.12 (FT)
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LANDSCAPE NOTES
1. THE OWNER SHALL BE RESPONSIBLE FOR THE ESTABLISHMENT, MAINTENANCE,
AND VIGOR OF PLANT MATERIAL IN ACCORDANCE WITH THE DESIGN INTENT
AND AS APPROPRIATE FOR THE SEASON OF THE YEAR.
2. LANDSCAPE AND OPEN AREAS SHALL BE FREE OF TRASH, LITTER, AND WEEDS.
3. NO PLANT MATERIAL SHALL BE ALLOWED TO ENCROACH ON R.O.W.,
SIDEWALKS, OR EASEMENTS TO THE EXTENT THAT VISION OR ROUTE OF TRAVEL
FOR VEHICULAR, PEDESTRIAN, OR BICYCLE TRAFFIC IS IMPEDED.
4. TREE MAINTENANCE SHALL BE IN ACCORDANCE WITH THE STANDARDS OF
THE INTERNATIONAL SOCIETY OF ARBORICULTURE.
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5. TREE STAKING MATERIALS, IF USED, SHALL BE REMOVED AFTER (1) GROWING
SEASON, NO MORE THAN (1) YEAR AFTER INSTALLATION (STEEL TREE STAKES,
WIRES, AND HOSES ARE PROHIBITED).
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0 6. REMOVE TRASH, SEDIMENT, OR DEBRIS FROM POND AREAS. THE PONDS ARE
m DESIGNED TO ACCUMULATE SEDIMENT. REMOVE SEDIMENT WHEN THE DEPTH
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REACHES 8 TO 10 INCHES. REPAIR DISTURBED AREA WITH SEED AND STRAW.
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o SIDE OF PONDS AND DRAINAGE DITCHES. REMOVE GRASS CLIPPINGS AND
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THAT IS PERMITTED BY THE LOCAL, STATE, AND FEDERAL REGULATIONS.
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00 1-year 112 46 4.7 666.57 -EXHIBIT B
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CENTERLINE OF PIPE 100-YR W.S.E.L.
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OF CLASS III = 664.00
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POND 6911TF14LL 11,640fYW 1#106 L
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o Peak Inflow: 230 (CFS) Date/Time of Peak Inflow: 01Jan2000, 00:06
Peak Discharge: 59 (CFS) Date/Time of Peak Discharge 01Jan2000, 00:28
Q Inflow Volume: 9.01 (IN) Peak Storage: 8.5 (AC-FT)
Discharge Volume8.79 (IN) Peak Elevation: 669.62 (FT)
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LANDSCAPE NOTES
1. THE OWNER SHALL BE RESPONSIBLE FOR THE ESTABLISHMENT, MAINTENANCE,
AND VIGOR OF PLANT MATERIAL IN ACCORDANCE WITH THE DESIGN INTENT
AND AS APPROPRIATE FOR THE SEASON OF THE YEAR.
2. LANDSCAPE AND OPEN AREAS SHALL BE FREE OF TRASH, LITTER, AND WEEDS.
3. NO PLANT MATERIAL SHALL BE ALLOWED TO ENCROACH ON R.O.W.,
SIDEWALKS, OR EASEMENTS TO THE EXTENT THAT VISION OR ROUTE OF TRAVEL
FOR VEHICULAR, PEDESTRIAN, OR BICYCLE TRAFFIC IS IMPEDED.
4. TREE MAINTENANCE SHALL BE IN ACCORDANCE WITH THE STANDARDS OF
THE INTERNATIONAL SOCIETY OF ARBORICULTURE.
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5. TREE STAKING MATERIALS, IF USED, SHALL BE REMOVED AFTER (1) GROWING
SEASON, NO MORE THAN (1) YEAR AFTER INSTALLATION (STEEL TREE STAKES,
WIRES, AND HOSES ARE PROHIBITED).
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0 6. REMOVE TRASH, SEDIMENT, OR DEBRIS FROM POND AREAS. THE PONDS ARE
o DESIGNED TO ACCUMULATE SEDIMENT. REMOVE SEDIMENT WHEN THE DEPTH
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REACHES 8 TO 10 INCHES. REPAIR DISTURBED AREA WITH SEED AND STRAW.
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cn 7. MOW GRASS TO A HEIGHT NO LOWER THAN 4 INCHES IN THE BOTTOM AND
o SIDE OF PONDS AND DRAINAGE DITCHES. REMOVE GRASS CLIPPINGS AND
m LEAVES.
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8. DISPOSE OF ACCUMULATED SEDIMENT, TRASH, AND DEBRIS IN A MANNER
THAT IS PERMITTED BY THE LOCAL, STATE, AND FEDERAL REGULATIONS.
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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 MAINTENANCEANSPECTION
• 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
Rev.7/2006
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
and
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
Rev.7/2006
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev.7/2006
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