HomeMy WebLinkAboutContract 46731 CITY SECRETARY
CONTRACT NO.
STORM WATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this day of June ,.28th; by and
between PR III/Crow Building B & D, LP, a Delaware limited partnership, hereinafter
referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of the surface estate of certain real
property located in Denton County, Texas, as further described in the attached Exhibit
"A", 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 Trammell Crow 35 Eagle
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 Storm Water Management Facilities be constructed and maintained on a
m portion of the Property; and
rn
o WHEREAS, the City requires that on-site Storm Water Management Facilities
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("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 "B" ("Facility
Property"); and
OFFICIAL RECORD
STORM WATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY
Rev.09/10/2012
FT,WORTH, Tx
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 Storm Water Management Facility ("Facility") at no
expense to the City of Fort Worth in accordance with the design specifications
for the Facility, attached as Exhibit "C", 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 "D". The Storm Water 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 Storm Water Structural Control
Maintenance Checklists, attached to this Agreement as Exhibit "E", 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. Failure of the Landowner to submit an
annual inspection report to the City shall not be a default hereunder unless such
failure continues for fifteen (15) days following Landowner's receipt of City's
written request for such inspection report.
3. The failure of any party to insist, in any one or more instances, on the
performance of any of the terms, covenants or conditions of this Agreement, or
to exercise any of its rights or obligations, shall not be construed as a waiver or
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STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.09/10/2012
relinquishment of such term, covenant, condition or right with respect to
further performance or any other term, covenant, condition or right.
4. 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.
5. In the event the Landowner, its successors and assigns, fails to maintain the
Facility in good working condition as specified herein and such failure
continues for fifteen (15) days following Landowner's receipt of written notice
from the City of such failure (plus such additional time as may be reasonably
necessary under the circumstances), 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.
6. 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
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STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.09/10/2012
Clerk of Tar-eTit County, Texas an affidavit identifying the property to be
charged with such lien, stating the amount thereof, and making reference to
this Agreement.
7. 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 COVENANTS AND AGREES
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 FROM (A) THE FAILURE OF
LANDOWNER TO MAINTAIN THE FACILITY, INCLUDING, BUT
NOT LIMITED TO THE BED AND BANKS OF THE DETENTION
POND; (B) 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; (C) THE FAILURE OF LANDOWNER TO
OPERATE THE FACILITY IN A MANNER CONSISTENT WITH
CITY OF FORT WORTH CRITERIA; OR (D) THE FAILURE OF
LANDOWNER TO PERFORM ANY OTHER DUTIES OR
OBLIGATIONS HEREUNDER. NOTWITHSTANDING ANYTHING
HEREIN TO THE CONTRARY, THE PARTIES AGREE THAT
NOTHING IN THIS SECTION 6 SHALL REQUIRE THE
LANDOWNER TO INDEMNIFY, HOLD HARMLESS OR DEFEND
THE CITY, ITS AGENTS, SERVANTS OR EMPLOYEES FOR ANY
COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF
ACTION TO THE EXTENT ANY OF SAID LIABILITIES ARISE
FROM THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF
THE CITY, ITS AGENTS, SERVANTS OR EMPLOYEES.
a
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.09/10/2012
8. Landowner covenants and agrees that no habitable building shall be erected
within the drainage easement outlined on Exhibit ", " but this paragraph shall
not preclude construction of other improvements within the drainage easement,
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.
9. This Agreement shall be recorded among the land records ofnt 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 owners association.
10. The City shall promptly produce information in existence for inspection or
duplication on application from the Landowner. "Promptly" means that a
governmental body may take a reasonable amount of time to produce the
information, but may not delay.
[SIGNATURE PAGE FOLLOWS]
5
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.09/10/2012
2 115-
Executed this day of June
Landowner:
PR III/CROW BUILDING B & D,LP
By: PR III/Crow Building B & D GP, LLC,
its general partner
By: PR III/Crow Building B &D Holdings, LLC,
its sole member and manager
By: TC Eagle B&D Development, LLC,
its authorized signatory
By: TCDFW Industrial Development, Inc.,
its managing member
By:
Name:
Title: Ck-2^^- ev'D CSO
STATE OF TAS §
COUNTY O §
The--f,o��,r_�e��go�i/n�g�instrument was acknowle g d before me his day of
2014, by ��%IILLI �e,Ol�lA�l. the of
TCDFW Industrial Development, Inc., the managing member of TC Eagle B & D
Development, LLC, the authorized signatory of PR III/Crow Building B & D Holdings,
LLC, the sole member and manager of PR III/Crow Building B & D GP, LLC, the general
pa er PI�III C w B ilding B & D,LP, on behalf of the limited partnership.
GINA BOTTOM
Notb tate Te as
;�? e Notary Public,State of Texas
My Commission Expires
August 20, 2017
6
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.09/10/2012
City of Fort Worth:
Fernando Costa
Assistant City Manager
Approved as to Form and Legality
Assistant Ci y Attorney eS-a,,- J�a,
ATTEST
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FNO M&C REQUIRED
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TEXA`'
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me onJj�Y1 C �,Z�J/� by
Fernando Costa, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
TRIKINYA L.JOHND
.•Z Notory PubliC,st01e oNotary P lic, of TexasMYCommission ExPnI17. 201
OFFICIAL RECORD
STORM WATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY
Rev.09/10/2012
FT.WORTI'II TX
EXHIBIT "A"
Tract 1 -Parcel"B"
BEING a tract of land in the James Eads Survey,Abstract No. 410, the Alex McDonald Survey,
Abstract No. 786 and the Peter K. Matthews Survey, Abstract No. 865, in Denton County, Texas,
and being a part of that called 526.953 acre tract of land described in Special Warranty Deed to
Intel Corporation, as recorded in County Clerk's Document No. 97-R0038793 in the Deed Records
of Denton County,Texas (D.R.D.C.T.):
BEGINNING at a 5/8-inch found iron rod with cap stamped "CLEARFORK RPLS 5649" on the
common line between said called 526.953 acre tract of land and of that called 212.265 acre tract of
land described in Special Warranty Deed and Mineral Deed to Quicksilver Resources Inc., as
recorded in County Clerk's Document No. 2011-103169 in the Official Records of Denton County,
Texas;
THENCE South 88 degrees 30 minutes 04 seconds East, continuing along said common line, a
distance of 955.71 feet to a 1/2-inch set iron rod with yellow plastic cap stamped "HALFF ASSOC
INC" (hereinafter referred to as "with cap") for corner;
THENCE South 00 degrees 00 minutes 00 seconds East, departing said common line, a distance of
2,184.01 feet to a 1/2-inch set iron rod with cap for the point of curvature of a circular curve to the
left,having a radius of 350.00 feet,whose chord bears South 12 degrees 43 minutes 31 seconds
East, a distance of 154.19 feet;
THENCE Southeasterly, along said circular curve to the left,through a central angle of 25 degrees
27 minutes 01 second, an arc length of 155.47 feet to a 1/2-inch set iron rod with cap for corner;
THENCE South 25 degrees 27 minutes 01 second East;a distance of 132.91 feet to the point of
curvature of a circular curve to the left, not being tangent to the preceding course, having a radius
of 560.00 feet, whose chord bears South 40 degrees 32 minutes 57 seconds West, a distance of
470.58 feet;
THENCE Southwesterly, along said circular curve to the left,through a central angle of 49 degrees
41 minutes 23 seconds, for an are length of 485.66 feet to a 1/2-inch set iron rod with cap for
corner;
THENCE South 15 degrees 42 minutes 16 seconds West, a distance of 100.47 feet to the point of
curvature of a circular curve to the right, having a radius of 460.00 feet, whose chord bears South
25 degrees 32 minutes 16 seconds West, a distance of 157.12 feet;
THENCE Southwesterly, along said circular curve to the right, through a central angle of 19
degrees 40 minutes 01 second,an arc length of 157.90 feet to a 1/2-inch set iron rod with cap for
corner;
THENCE South 35 degrees 22 minutes 17 seconds West, a distance of 137.15 feet to a 1/2-inch
set iron rod with cap for corner;
THENCE North 54 degrees 37 minutes 43 seconds West, a distance of 702.73 feet to the point of
curvature of a circular curve to the right, having a radius of 318.00 feet, whose chord bears North
27 degrees 14 minutes 51 seconds West, a distance of 292.50 feet;
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STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.09/10/2012
THENCE Northwesterly, along said;circular curve to the right,through a central angle of 54
degrees 45 minutes 44 seconds, an arc length of 303.94 feet to the point of reverse curvature of a
circular curve to the left, having a radius of 218.00 feet,whose chord bears North 27 degrees 14
minutes 51 seconds West, a distance of 200.52 feet;
THENCE Northwesterly, along said circular curve to the left,through a central angle of 54 degrees
45 minutes 44 seconds, an arc length of 208.36 feet to a 1/2-inch set iron rod with cap for corner;
THENCE North 54 degrees 37 minutes 43 seconds West, a distance of 392.69 feet to the point of
curvature of a circular curve to the left, having a radius of 78.00 feet, whose chord bears North 78
degrees 20 minutes 34 seconds West, a distance of 62.74 feet;
THENCE Northwesterly, along said circular curve to the left,through a central angle of 47 degrees
25 minutes 43 seconds, an arc length of 64.57 feet to a 1/2-inch set iron rod with cap for corner;
THENCE South 77 degrees 56 minutes 34 seconds West, a distance of 223.44 feet to a 1/2-inch
set iron rod with cap for corner;
THENCE North 12 degrees 03 minutes 26 seconds West, a distance of 28.16 feet to a 1/2-inch set
iron rod with cap for corner on said common line;
THENCE North 77 degrees 56 minutes 34 seconds East,along said common line a distance of
801.54 feet to a 1/2-inch set iron rod with cap for corner;
THENCE North 00 degrees 00 minutes 36 seconds West, departing said common line, a distance
of 1,162.50 feet to a 1/2-inch set iron rod with cap for corner;
THENCE North 89 degrees 37 minutes 46 seconds East, a distance of 63.00 feet to a 1/2-inch set
iron rod with cap for corner on the common tine between said called 212.265 acre tract and the
remainder of said called 526.953 acre tract;
THENCE North 00 degrees 35 minutes 08 seconds West, along said common line, a distance of
791.07 feet to the POINT OF BEGINNING AND CONTAINING 3,067,541 square feet or 70.42
acres of land,more or less.
Tract 1 —Parcel"D"
BEING a tract of land in the James Eads Survey, Abstract No. 410 and the Alex McDonald
Survey,Abstract No. 786, in Denton County,Texas, and being a part of that called 526.953 acre
tract of land described in Special Warranty Deed to Intel Corporation, as recorded in County
Clerk's Document No. 97-80038793 in the Deed Records of Denton County, Texas (D.R.D.C.T.):
COMMENCING at the common southwest corner of that called 2.66 acre tract of land described
in Warranty Deed to Howard L. Peterson, as recorded in Volume 320, Page 455 D.R.D.C.T., same
2.66 acre tract being the save and except tract from said Special Warranty Deed to Intel
Corporation and an ell corner of said called 526.953 acre tract, being the point of curvature of a
circular curve to the right, having a radius of 976.00 feet, whose chord bears North 65 degrees 58
minutes 22 seconds West, a distance of 216.21 feet, also being on the northerly right-of-way line
of Eagle Parkway (a called 120 foot wide right-of-way), from which a 5/8-inch found iron rod
9
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.09/10/2012
with cap stamped"CARTER& BURGESS" bears South 13 degrees 45 minutes 09 seconds East, a
distance of 0.30 feet;
THENCE Northwesterly, departing said common line, along said northerly right-of-way line and
along said circular curve right through a central angle of 12 degrees 43 minutes 08 seconds, an arc
length of 216.66 feet to a 5/8-inch found iron rod with cap stamped"CARTER& BURGESS"for
corner;
THENCE North 59 degrees 36 minutes 48 seconds West, continuing along said northerly right-of-
way line, a distance of 304.51 feet to a 1/2-inch set iron rod with yellow plastic cap stamped
"HALFF ASSOC INC" (hereinafter referred to as "with cap")for the POINT OF BEGINNING;
THENCE North 59 degrees 36 minutes 48 seconds West, along said northerly right-of-way line, a
distance of 64.67 feet to a 5/8-inch found iron rod with cap stamped "CARTER & BURGESS" for
the point of curvature of a circular curve to the right, having a radius of 1,140.00 feet, whose chord
bears North 43 degrees 28 minutes 28 seconds West, a distance of 633.76 feet;
THENCE Northwesterly, continuing along said northerly right-of-way line and along said circular
curve to the right through a central angle of 32 degrees 16 minutes 40 seconds, an arc length of
642.22 feet to a 5/8-inch found iron rod with cap stamped "CARTER& BURGESS" for corner;
THENCE North 27 degrees 20 minutes 08 seconds West, continuing along said northerly right-of-
way line, a distance of 253.82 feet to:a.5/8-inch found:.iron rod with cap stamped "CARTER&
BURGESS" for the point of curvature of a circular curve to the left,having a radius of 1,260.00
feet, whose chord bears North 28 degrees 50 minutes 53 seconds West, a distance of 66.51 feet;
THENCE Northwesterly, along said northerly right-of-way line and along said circular curve to
the left,through a central angle of 03 degrees 01 minute 30 seconds, an arc length of 66.52 feet to
a 1/2-inch set iron rod with cap for corner;
THENCE North 59 degrees 38 minutes 22 seconds East, departing said northerly right-of-way
line, a distance of 220.72 feet to the point of curvature of a circular curve to the left, having a
radius of 82.00 feet, whose chord bears North 47 degrees 30 minutes 20 seconds East, a distance
of 34.47 feet;
THENCE Northeasterly, along said circular curve to the left,through a central angle of 24 degrees
16 minutes 07 seconds,an arc length of 34.73 feet to a 1/2-inch set iron rod with cap for corner;
THENCE North 35 degrees 22 minutes 17 seconds East, a distance of 804.20 feet to a 1/2-inch set
iron rod with cap for the point of curvature of a circular curve to the right, having a radius of
118.00 feet, whose chord bears North 52 degrees 37 minutes 52 seconds East, a distance of 70.02
feet;
THENCE Northeasterly, along the arc of said circular curve to the right,through a central angle of
34 degrees 31 minutes 09 seconds, an arc length..of 7.1.0:9 feet to a.1/2-inch set iron rod with cap
for corner;
THENCE North 69 degrees 53 minutes 26 seconds East, a distance of 122.62 feet to a 1/2-inch set
iron rod with cap for the point of a circular curve the left, not being tangent to the preceding
course, having a radius of 318.00 feet, whose chord bears South 38 degrees 28 minutes 12 seconds
East, a distance of 177.00 feet;
10
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.09/10/2012
THENCE Southeasterly, along said circular curve to the left,through a central angle of 32 degrees
19 minutes 01 second, an arc length of 179.36 feet to a 1/2-inch set iron rod with cap for corner;
THENCE South 54 degrees 37 minutes 43 seconds East, a distance of 702.73 feet to a 1/2-inch set
iron rod with cap for corner;
THENCE South 35 degrees 22 minutes 17 seconds West, a distance of 620.10 feet to the point of
curvature of a circular curve to the right, having a radius of 870.00 feet, whose chord bears South
39 degrees 54 minutes 53 seconds West,a distance of 137.83 feet;
THENCE Southwesterly, along said circular curve to the right, through a central angle of 09
degrees 05 minutes 11 seconds, an arc length of 137.97 feet to a 1/2-inch set iron rod with cap for
corner;
THENCE South 44 degrees 27 minutes 28 seconds West, a distance of 101.72 feet to the point of
curvature of a circular curve to the left, having a radius of 970.00 feet, whose chord bears South 36
degrees 56 minutes 16 seconds West, a distance of 253.90 feet;
THENCE Southwesterly, along said circular curve to the left,through a central angle of 15 degrees
02 minutes 26 seconds, an arc length of 254.63 feet to a 1/2-inch set iron rod with cap for corner;
THENCE South 29 degrees 25 minutes 03 seconds West, a distance of 179.33 feet to a 1/2-inch
set iron rod with cap for corner;
THENCE South 31 degrees 28 minutes 09 seconds West, a distance of 35.02 feet to a point on a
circular curve to the right,having a radius of 84.50 feet, whose chord bears South 75 degrees 55
minutes 46 seconds West,a distance of 118.13 feet;
THENCE Southwesterly, along said circular curve to the right, through a central angle of 88
degrees 41 minutes 21 seconds, an arc length of 130.80 feet to a 1/2-inch set iron rod with cap for
corner;
THENCE South 30 degrees 23 minutes 12 seconds West, a distance of 5.28 feet to the POINT OF
BEGINNING AND CONTAINING 1,315,647 square feet or 30.20 acres of land, more or less.
u
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.09/10/2012
EXHIBIT "B"
(METES AND BOUNDS OF THE FACILITY PROPERTY)
Truck court drainage and truck court detention ponds are not part of the Facility Property,
but are included for informational purposes only.
.2
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.09/10/2012
EXHIBIT"B"
1.325 ACRE STORM WATER
DETENTION FACILITY
BEING a tract of land in the Alex McDonald Survey, Abstract No. 786 in Denton County, Texas, and
being a part of Tract 1-Parcel A described in Special Warranty Deed to PR III/CROW Eagle 35, LP, as
recorded in County Clerk's Document No. 2013-145803 in the Official Records of Denton County, Texas
(O.R.D.C.T.), and being a part of Tract 1-Parcel "D" described in Special Warranty Deed to PR
III/CROW BUILDING B & D, LP, as recorded in County Clerk's Document No. 2013-145802 O.R.D.C.T.:
COMMENCING at a 1/2-inch found iron rod with yellow plastic cap stamped "HALFF ASSOC. INC." for
the common most southerly corner of said Tract 1-Parcel A and the most westerly corner of said Tract 1-
Parcel "D", being on the north right-of-way line of Eagle Parkway (120 foot wide right-of-way);
THENCE North 52 degrees 56 minutes 39 seconds East, a distance of 265.49 feet for the POINT OF
BEGINNING;
THENCE North 35 degrees 22 minutes 17 seconds East, a distance of 715.65 feet to a point for corner;
THENCE North 63 degrees 13 minutes 56 seconds East, a distance of 76.62 feet to a point for corner;
THENCE South 01 degree 08 minutes 33 seconds West, a distance of 72.89 feet to a point for corner;
THENCE South 35 degrees 22 minutes 17 seconds West, a distance of 723.13 feet to a point for comer;
THENCE North 54 degrees 37 minutes 43 seconds West, a distance of 76.81 feet to the POINT OF
BEGINNING AND CONTAINING 57,721 square feet or 1.325 acres of land, more or less.
A plat accompanies this legal description.
Basis of Bearing is the Texas Coordinate System NAD 83, North Central Zone (4202), observed by GPS
using Western Data Systems Dallas/Fort Worth area RTK Cooperative Network, as observed on August
06, 2012. Convergence angle at reference station DHLF0811 is 00 degrees 39 minutes 20.75571
seconds as calculated by Corpscon 6.0.1.
1of2
5'UN13fRGR011ND UTILITY I/2'FIR _ — BEARING/DISTANCE TA LE
EASEMENT AND PAVEMENT `�' _ - — - --
W/CAP �—" _.l%�"
SETBACK LINE _ DET[NT101J PON;) I I -
VOL 3095,PG 199 \ FACILITY BY I I�---1 ❑ N52' 56' 39"F I
— D.R.D.C.7 !112'FIR---- \ SEPARATE L 1
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57,721 SF I I L3 77_.89'
BOUNDARY LINE SPECIAL WARRANTY DEED 1.325 ACRE I I N54' 37 43"W
AGREEMENT PR III/CROW 35 EAGLE,LP STORM WATER ' v I J L4 76, '
DOC,NO.2011-103112 TRACT 1-PARCEL A1/2'FIR
O.R.D.C.r. DOC.NO,2013-145803 DETENTION /CAP
O.R.D.c.T. FACILITY , SPECIAL WARRANTY DEED
/2'FIR -"1/2'FIR PR III/CROW 35 EAGLE, LP
34.42 ACRE TRACT L2 yv/cA R W/CAP TRACT 1-PARCEL"B"
DOC.NO.2013-145802
- ---50'BOILDWG LINE_ .-PF. O.R.D.C.T,
40'PAVING SET BACK 1/2'FIR
25'UNDERGROUND UTILITY EASEMENT PEC L3 W/CAP 1/2'FIR
PER DECLARATIONS RECORDED IN / , 68.60 ACRE TRACT W/CAP
VOL.3095,PG. 199,D.R.D.C.T. / PFC) .I LOT 4,BLOCK 1
& DOC. " 93-R0057084,96-ROU24056,
97 R0038791,97-R-0038792,R.P.R.D.C.T. �h/ / r1X0� TRAMMELL CROW 35 I
10'UNDERGROUND `� �(�!GJ��C�J�� DOC. .DADDTION
\` ELECTRIC EASEMENT / �� �'4 QNS O.R.D.C.T. /
o\ TRACT 2 - 0.2712 ACR£ TRACT �/ /I� ���'�,� LOT 3,BLOCK 1
\\ VOL.3044,PG.563 O.R.D.C.T. / S pF- I lTRAMMELL CROW 35
EAGLE ADDTION w
EXHIBIT"B"
2.006 ACRE STORM WATER
DETENTION FACILITY
BEING a tract of land in the Alex McDonald Survey, Abstract No. 786 and the James Eads Survey,
Abstract No. 410 in Denton County, Texas, and being a part of Tract 1-Parcel "D" described in Special
Warranty Deed to PR III/CROW BUILDING B & D, LP, as recorded in County Clerk's Document No.
2013-145802 in the Official Records of Denton County, Texas (O.R.D.C.T.):
COMMENCING at a 1/2-inch found iron rod with yellow plastic cap stamped "HALFF ASSOC. INC." for
the common most westerly corner of said Tract 1-Parcel "D" and the most southerly corner of Tract 1-
Parcel A described in Special Warranty Deed to PR III/CROW Eagle 35, LP, as recorded in County
Clerk's Document No. 2013-145803 O.R.D.C.T., being on the north right-of-way line of Eagle Parkway
(120 foot wide right-of-way);
1-11ENCE South 56 degrees 25 minutes 30 seconds East, across said Tract 1-Parcel "D", a distance of
833.47 feet for the POINT OF BEGINNING;
THENCE North 35 degrees 22 minutes 17 seconds East, a distance of 929.55 feet to a point for corner;
THENCE South 54 degrees 37 minutes 43 seconds East, a distance of 50.34 feet to a point for corner;
THENCE North 35 degrees 22 minutes 17 seconds East, a distance of 19.99 feet to a point for corner;
THENCE South 54 degrees 37 minutes 43 seconds East, a distance of 54.66 feet to a point for corner;
THENCE South 35 degrees 22 minutes 17 seconds West, a distance of 586.87 feet to a point for corner;
THENCE South 59 degrees 10 minutes 47 seconds West, a distance of 86.70 feet to a point for corner;
THENCE South 35 degrees 22 minutes 17 seconds West, a distance of 283.35 feet to a point for corner;
THENCE North 54 degrees 37 minutes 43 seconds West, a distance of 70.00 feet to the POINT OF
BEGINNING AND CONTAINING 87,391 square feet or 2.006 acres of land, more or less.
A plat accompanies this legal description.
Basis of Bearing is the Texas Coordinate System NAD 83, North Central Zone (4202), observed by GPS
using Western Data Systems Dallas/Fort Worth area RTK Cooperative Network, as observed on August
06, 2012. Convergence angle at reference station DHLF0811 is 00 degrees 39 minutes 20.75571
seconds as calculated by Corpscon 6.0.1.
loft
5'UNDERGROUND UTILITY 1/2 FIR ----------- BEARING/DISTANCE TABLE
O:N
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VOL 3095,PC 199 FA007Y D
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---'4i
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DOC.N0.2011-103172 TRACT 1-PARCEL A I/2'FIR t._.__.f
86.70'
O.R.D.C.T. DOC.NO.2013-145803 I W/CAP
O.R.D.C.T. SPECIAL WARRANTY DEED
/2'FIR ! -I/2'FIR PR III/CROW 35 EAGLE,LP
1
34.42 ACRE TRACT 1 /'FI W/CAP TRACT 1-PARCEL"B"
DOC.NO.2013-145802
50'BUILDING LINE O.R.D.C.T. /
40'PAVING SET BACK 1/2'FIR
25,UNDERGROUND UTILITY EASEMENT 2 1Y/CAP /'2'FIR
PER DECLARATIONS RECORDED IN / I ) 68.60 ACRE CRACT )Y/CAP
VOL,3095,PC.199,D.R.D.C.T. / / LOT 4,BLOCK 1 /
& DOC. ^ 93-RD057084, 96-R002406G, w
97-R0038791, 97-R-0038797.,R.P.R.D.C.T. / �ff TRAMMELL CROW 35
Ln LOT 3,BLOCK 1 EAGLE ADDTION
0 1o'uNDERCDUND / / ' TRAMMELL CROW 35 DOC. NO.D
\` //ELECTRIC EASEMENT / / EAGLE ADDTION O.R.D.C.T.
o / TRACT 2 - 0,2712 ACRE TRACT /
J/ / �� DOC. NO.D _ tY/C FIR
VOL.3044,PG. D.R.D.C.T. // ¢� O.R.D.C.T. Li V/ChP- /
L2
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D.R.D.C.T, 'N/CAP \�F, (, C Q 0
/ PR III/CROW BUILDING B&D,LP oL/ /, Lam. Zwo PR III/CROW
POINT OF r ANO DOC.NO.2013-145802 / A 4�� CROW 35 EAGLE,LP
COMMENCING \\\ O.R.D.C.T. �/ / / DOC.NO.2013-145803
5/B'FI \\\ SSE / 11/2'FIR / O.R.D.C.T.
CAP&p \\\ �S, DEED OF TRUST LrL/ / w/CAP
\ DOC.NO.2013-145807 / / n
0�, O.R.D.C.T.
CAP
&e L4 1/ W/CAP
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GU PARCEL to oo, /� FIR SPEOALRIYARRANTY III
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m 35 EAGLE,LP PARCE PARCEL B •-p \ \ /r
"
P.0 C. °p s7DRAe WATER VI/GAP — `{/ 0 150 300 450 600
LL PR uucRow DETENTION s6 \�\\ - c1
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o W/C&B \ W/CAP
LOCATION MAP CAP SCALE: 1"=300'
1/2'FIR \\ 1/2'FIR A LEGAL DESCRIPTION
x N•T.S. \\�,`W/CAP ACCOMPANIES THIS EXHIBIT
w W/CAP n
w EXHIBIT "B" LEGEND
g 2.006 ACRE STORM WATER j STORM WATER DETENTION
v _ J FACILITY
DETENTION FACILITY • FOUND IRON ROD
N
8 OUT OF THE ?FC n POINT FOR CORNER
p ALEX McDONALD SURVEY, A-786 GM CONTROL MONUMENT
'
LL AND THE JAMES EADS SURVEY, A-410 112'VI/CAP FIR 1/2FOUND IRON ROD WITH
YELLOW PLASTIC CAP N
= IN THE 11/CAP STAMPED 'HALFF ASSOC.INC.'
CITY OF FORT WORTH, DENTON COUNTY TEXAS PROPOSED Lor LINE
1
� --- EXISTING EASEMENT LINE �
° Basis of bearings s the Texas Coordinate System NAD 83,North area R K o(perati EXISTING BUILDING SETBACK
- observed by GPS using Western Data Systems Dallas/Fort Worth area RTK Cooperative
o Network,as observed on August 06,2012. Convergence angle at reference station ---- — EXISTING PROPERTY LINE )•
o DHLF0811 is 00 degrees 39 minutes 20.75571 seconds as calculated by Corpscon 6.0.1.
n --- APPROXIMATE SURVEY LINE
HALFF'S� N\
DGN: EX8012-DETFAC5-28961.dgn AVO: 28961 Y�SA e6fiJ.0U
N 4000 FOSSIL CREEK BLVD,FORT WORTH,TEXAS 76137(817)847-1422 DATE;05/28/2014 PAGE NO.: 2 OF 2
TBPLS FIRM NO.100296D5
EXHIBIT "B"
4.303 ACRE STORM WATER
DETENTION FACILITY
BEING a tract of land in the James Eads Survey, Abstract No. 410 and the Peter K. Matthews Survey,
Abstract No. 865, in Denton County, Texas, and being a part of Tract 1-Parcel "B" described in Special
Warranty Deed to PR III/CROW BUILDING B & D, LP, as recorded in County Clerk's Document No.
2013-145802 in the Official Records of Denton County, Texas (O.R.D.C.T.)..
COMMENCING at a 5/8-inch found iron rod with cap stamped "CLEARFORK RPLS 5649" for the
common northwest corner of said Tract 1-Parcel "B" and an ell corner on that called 212.265 acre tract
of land described in Special Warranty Deed and Mineral Deed to Quicksilver Resources Inc., as
recorded in County Clerk's Document No. 2011-103169 in the Official Records of Denton County,
Texas;
THENCE South 39 degrees 12 minutes 07 seconds East, across said Tract 1-Parcel "B", a distance of
1,158.89 feet for the POINT OF BEGINNING;
THENCE North 90 degrees 00 minutes 00 seconds East, a distance of 51.58 feet to a point for corner;
THENCE North 00 degrees 00 minutes 00 seconds East, a distance of 21.33 feet to a point for corner;
THENCE North 90 degrees 00 minutes 00 seconds East, a distance of 63.42 feet to a point for corner;
THENCE South 00 degrees 00 minutes 00 seconds East, a distance of 1,648.99 feet to a point for
corner;
THENCE North 90 degrees 00 minutes 00 seconds West, a distance of 64.28 feet to a point for corner,
THENCE North 00 degrees 00 minutes 00 seconds East, a distance of 21.54 feet to a point for corner,
THENCE North 90 degrees 00 minutes 00 seconds West, a distance of 50.72 feet to a point for corner;
THENCE North 00 degrees 00 minutes 00 seconds East, a distance of 1,606,12 feet to the POINT OF
BEGINNING AND CONTAINING 187,441 square feet or 4.303 acres of land, more or less.
A plat accompanies this legal description.
Basis of Bearing is the Texas Coordinate System NAD 83, North Central Zone (4202), observed by GPS
using Western Data Systems Dallas/Fort Worth area RTK Cooperative Network, as observed on August
06, 2012. Convergence angle at reference station DHLF0811 is 00 degrees 39 minutes 20.75571
seconds as calculated by Corpscon 6.0.1.
1of2
ALTIVATER
NDSL 5/8'FIR W/
POINT OFxw30'BULL
VIEASEMENT RECORDING CLEARFORK SNE
DATA FOUNDe,641RLS
COMMENCING vot" Togs,PG 199
ORD.
UPECIAL 11ARR\u11 DE7.D i '' 1 , -- --AND MINERAL DEEM �I II I-• I - --'� TEXAS tITItI71ES)
QGII'hSIIXE.R RESOURCES kt I t�S� I I ELECTRIC COMPANY 5"f/NDERCROUND UTILITY
II 9 FASF-AIENT AND rAVFAfFN7
N0, 201 1-t 031 M) ¢� I I l ��. I i I I VOL 4401,PG 1977 1
0.r,.D,C.T. n / / D.R.D.C.T. I I SETBACK LINE
0. II I i .S� 0". Y� I VOL 3096,PG 199
VOL 4501,PG 1985
212.265 ACRE, R.D.C.T`t II ' �9=.F D.R.0.C,T,
I I I i I T.
TRACT' -1--J----- --1=--J-----'-1---1----------- '-----
Pa nl7raow —i Ll L 2 1_3
BUIL DING BRD,I_P J PE C
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.STORM IYATER III I I'FC I ACCESS EASEMENT
DETENTION P.O.B. I I i I PFC( _� DOC.NO.R.D.C.T.
FACILITY-�` '•L III I I POINT OF I !
_rl PR III/CROW
ACRE TRACT m 00000
I I35 EAGLE,LP ti
TRACT 1- (III Lt, I BEGINNING I 1
��II PARCELB III W�, I I I I I BEARING/DISTANCE
TRACT 1- Q I F_
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u I I TABLE
o PR til/CROW Pn CE1 TRACT1 6 I 1 7,441 SF
15 EAGLE,LP 'U' PARCELB III I �w I 4.303 ACRE 1 I I N90' 00' 00`1
N PRuucaoW III I L1 51.58'
BUILDIWG BBD,LP Q, I STORM WATER
LOCATION MAP ��I I DETENTION N I I I N00' 00' 00"E
N.T.S. I� FACILITY `o°I i CC) I I LZ 21.33'
+ I �I
v,11vT'PIIEv\510u 6p 1 �i�� 1 I I I N90- 00' OOT
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\13` SETBACK (.INE III I 6 I I
VOL 3095,PG 199 III i A13S`1RAL-[ �U ilI Iw N90' 00' 00"W
D.R,D.c.r. o f 1 0 I I L4 64.28'
BOUNDARY LINE II I SPECIAL WARRANTY DEED o
AGREEMENT III PR III/CROW 35 EAGLE, LP I o N00' 00' 00"E
DOC.NO.2011-10,3172 I 1
O.R,D,C.T. i III I TRACT 1-PARCEL"B" o( ! o I L5 21.5 4'
III DOC. NO.2013-145802 0 1 0
5'UNDERCROUND I O.R.D.C,T. Z I N I I ❑ N90' 00' 00'W
UTILITY EASEMENT f III I I I L6 50.72'
AND PAVEMENT
SETBACK LINE 5/8'FIR W/ III ) 60 ACRE TRACT
VOL 3095,PG 199 �CLEARFORK 68.
II I I
D.R.D.C.T. — IRPLS 15619-
(CM) II I 1
PAPPROX.SURVEY LINE _�_ I I N
APROX.SURVE LINE �-- -.- ___ -•—-—-—
"UIiVtY I I (SPECIAL WARRANTY DEED
STORM WATERN0. I I PR III/CROW EAGLE 35,LP
DE TEN RON FA CIL IrY I I I J`A1}5112/\L1 110
DOC. NO.2 ,5803
BY SEPARATE
� I I I o.R.o.c..C.T.-r. -
INS TRU MENT I I
\ ( I I I LOT 4, BLOCK 1
URN�`Y, f I I TRAMMELL CROW 35 I DEED OF TRUST
cOONALS
P W I EAGLE ADDTION ! I DOC.NO.2013-145808
\LLX MPRACT NO. 7B6 \z� I I I DOC.NO,D I I \ O.R.D.C.T.
A13S W I O.R,D.C.T. I \\
SPECIAL WARRANTY DEED �I \ I I SY r1 I i
U PR III/CROW 35 EAGLE,LPo1 �v� ( I GilF �C•�\0 PFC (PFC 1 0 150 300 450 600
LL TRACT 1-PARCEL A
n DOC.NO.2013-145803 al -� �PFc SCALE: 1"=300' ti
O.R.D.C.T. v, S\ PFC
m QFA LEGAL DESCRIPTION
w 34.42 ACRE TRACT �� L6 L5 L4 nccoMPANIES nils EXHIDIT
LL; EXHIBIT "B" LEGEND
s4.303 ACRE STORM WATER — STORM WATER DETENTION
DETENTION FACILITY 1__ FACILITY
ry OUT OF THE • FOUND IRON ROD
PFC,'O POINT FOR CORNER
PETER K. MATTHEWS SURVEY, A-865, °
&THE JAMES EADS SURVEY, A-410 CM CONTROL MONUMENT
d
1.PROPOSED LOT LINE IN THE - EXISTING EASEMENT LINE
CITY OF FORT WORTH, DENTON COUNTY TEXAS _
---- EXISTING BUILDING SETBACK Z
m Basis of bearings is the Texas Coordinate Syslcm NAD 83,North Central Zone(4202), EXISTING PROPERTY LINE iy
2� observed by GPS using Western Data Systems Dallas/Fort Worth area RTK Cooperative
m Network,as observed on August 06,2012. Convergence angle at reference station -----' APPROXIMATE SURVEY LINE
DI-II1081I is 00 degrees 39 minutes 20,75571 seconds as calculated by Corpscon 6.0.1.
: HALFF=H - -
� tSiiWlS PUe 66].uc
� DGN: EXB010-DErFAC3-28961.dgn AVO: 28961
.o
FeJ.a.oroo vra/nsalund Lm.l')ur.aYer,lu.. 429
90001`OSSIL CREEK BLVD.FORT WORTH,TEXAS 7G737(817)047-1422 DATE:95/28/2014 PAGE NO.: 2 OF 2
3PLS FIRM NO./0029805
EXHIBIT "B"
4.313 ACRE STORM WATER
DETENTION FACILITY
BEING a tract of land in the James Eads Survey, Abstract No. 410 and the Peter K. Matthews Survey,
Abstract No. 865, in Denton County, Texas, and being a part of Tract 1-Parcel "B" described in Special
Warranty Deed to PR III/CROW BUILDING B & D, LP, as recorded in County Clerk's Document No.
2013-145802 in the Official Records of Denton County, Texas (O.R.D.C.T.):
COMMENCING at a 5/8-inch found iron rod with cap stamped "CLEARFORK RPLS 5649" for the
common northwest corner of said Tract 1-Parcel "B" and an ell corner on that called 212.265 acre tract
of land described in Special Warranty Deed and Mineral Deed to Quicksilver Resources Inc., as
recorded in County Clerk's Document No. 2011-103169 in the Official Records of Denton County,
Texas;
THENCE South 02 degrees 10 minutes 50 seconds East, a distance of 874.75 feet for the POINT OF
BEGINNING;
THENCE North 90 degrees 00 minutes 00 seconds East, a distance of 59.23 feet to a point for corner,
THENCE South 00 degrees 00 minutes 00 seconds East, a distance of 22.86 feet to a point for corner;
THENCE North 90 degrees 00 minutes 00 seconds East, a distance of 55.77 feet to a point for corner;
THENCE South 00 degrees 00 minutes 00 seconds East, a distance of 1,608.32 feet to a point for
corner;
THENCE North 90 degrees 00 minutes 00 seconds West, a distance of 51.53 feet to a point for corner,
THENCE South 00 degrees 00 minutes 00 seconds East, a distance of 24.81 feet to a point for corner;
THENCE North 90 degrees 00 minutes.00 seconds West, a distance of 63.47 feet to a point for corner;
THENCE North 00 degrees 00 minutes 00 seconds East, a distance of 1,655.99 feet to the POINT OF
BEGINNING AND CONTAINING 187,886 square feet or 4.313 acres of land, more or less.
A plat accompanies this legal description.
Basis of Bearing is the Texas Coordinate System NAD 83, North Central Zone (4202), observed by GPS
using Western Data Systems Dallas/Fort Worth area RTK Cooperative Network, as observed on August
06, 2012. Convergence angle at reference station DHLF0811 is 00 degrees 39 minutes 20.75571
seconds as calculated by Corpscon 6.0.1.
1of2
PR 111/CROW I
--BUILDING BAD,LP ,�� ; POINT OF I i 30'Bu2D1%'C
5/8'FIR W/ SETBACK LIN£
CLEARFORK COMMENCING VOL 3095,PG 199
RPLS •5649 D.R.D.C.T.
212.265
ETRA
ACRE TRACT - — — — EEL
STORM WATER . . PR uucRow
DETENTION 35 EAGLE,LP I I I I -T——— -
FACp_ITY TRACT 1- 20'GAS AND II I I I ❑ I TEXAS 1jT1UT1ES
Iw PARCELS SALTWATER It I I I I EL ECTR;C COMPANY
NOREMENT
ECORDINGI I I I I I VOL 4401,PG 1977
t II: I ( I D.R.O.C.T. I I
TRACT1. EI a DATA FOUND 502 10' 50'E , , , , VOL 4401,PG 1985
PARCELA I II' 874.75' I 1 1 I O.R.D.C.T.
TRACT1- I -I--J----- --I--J-----I--J---------- ----...
PR W RAOT 1- PARCELB
36 EAGLE,GLE,LP FARCE
° I L i L 2 40'PUBLIC I I_
PR III/CROW ACCESS EASEMENT
BUILDING BBD,LP I I I DOC.NO.D-
PFC PFC L3 O.R.D.C.T.
LOCATION MAP I I r
N.T.S. POINT OF I III
PFC PFcpETER URVEYTHry,15 r
BEARING/DISTANCE TABLE GINNING I III I ABSTRACT No.
N90' 00' 00'EN90' 00' 00'W I III I i W;
Li 59.23' L6 .63.47'
SOO' 00' 00'E ? II I 187,886 SF I
L2 22.8C' SPECIAL WARRANTY DEED >I ISI I 4.313 ACRE I 2,:-
119
a AND MINERAL DEED W I STORM WATER I W
= QUICKSILVER RESOURCES
° ❑ N90' 00' 00'E DOC. NO. 2011-103169 II 1 DETENTION r----�
L3 55.77• O.R.D.C.T. hI I FACILITY
L4 N90' 00' 00"W 212Cn
TRACfCRE
51.53' Ln
EWS SURVEY �O i
5 S00' 00' 00'E B'AgsTRA T N 660 ( Im
L
0 24.81' I L 10
5'UNDERGROUND BOUNDARY LINE 1^
UTILITY EASEMENT AGREEMENT
AND PAVEMENT DOC.NO.2011-103172 I o SPECIAL WARRANTY DEED
SEFBA CK LINE O.R.D.C.T. It,l
VOL 3095,PG 199 p PR III/CROW 35 EAGLE,LP
D.R.D.C.T. 5'UNDERGROUND I p Io TRACT 1-PARCEL"B" I I
UTILITY EASEMENT p (. I
30'BUlLDINC AND PAVEMENT 5/8'FIR W/ Z p DOC.N0.2013-145802
SETBACK LINE 1p O.R.D.C.T. I
VOL 3095,PC 199 SETBACK LINE I CLEARFORK
D.R.D.C.T. VOL 3095,PG 199 RPLS "5649- II 1p
D.R.D.C.T. (CM)� 10
68,60 ACRE TRACT I I A 1
APPROX.SURVEY LINE V) APPROX.SURVEY LINE------------
I I V
VFy
'DETENTION POND I JAMES Cr t4 410
T " FACILITY BY I I AaSTRAc I
SEPARATE
INSTRUMENT
I ,r LOT 4,BLOCK 1 I I
SUgVEY t I TRAMMELL CROW 35 I
M�DOT"" 786 ��zl I I EAGLE ADDTION
ALEX
ABSTRACT N0. DOC.NO.D I
SPECIAL WARRANTY DEED �I\1 ' O.R.D.C.T.
PR III/CROW 35 EAGLE,LP I `�
TRACT 1-PARCELA ^, 0 150 300 450 600
LL DOC,NO.2013-145803 o U PFC I PFC
o O.R.D.C.T, a) PFC PFC L4 SCALE: 1"=300'
A LEGAL
34.42 ACRE TRACT L6 L5 ACCOMPANIESETHIS PEXHIBIT
n
W EXHIBIT"B" LEGEND
4.313 ACRE STORM WATER
— STORM WATER DETENTION
DETENTION FACILITY 1__1 j FACILITY -
7 OUT OF THE • FOUND IRON ROD ;
PFC-0 POINT FOR CORNER
7 PETER K. MATTHEWS SURVEY,A-865,
&THE JAMES EADS SURVEY,A-410 CM CONTROL MONUMENT \
IN THE PROPOSED LOT LINE �\
CITY OF FORT WORTH, DENTON COUNTY TEXAS --- EXISTING EASEMENT LINE
g EXISTING BUILDING SETBACK
° Basis of bearings is the Texas Coordinate System NAD 83,North Central Zone(4202), ——— EXISTING PROPERTY LINE
E observed by GPS using Western Data Systems Dallas/Fort Worth area RTK Cooperative
Network,as observed on August 06,2012. Convergence angle at reference station --— APPROXIMATE SURVEY LINE
M DHLF0811 is 00 degrees 39 minutes 20.75571 seconds as calculated by Corpscon 6.0.1.
HALFF "
DCN: EX8009-DETFAC2-28961.dgn AVO: 28961
I1, e�rY.,^�•^°�".•^,.na^°'^e reDDr°w.er
`- . . �Y N/D�w vq Y.0 rDt 5e"eeC o rlew°°°/rme,l
■ ■ r ed u,,,l,v iM e,Mrvlelm Df 0°t,Vee 1.C°.an.
np�tere0 DrDf w.mi la.e S.r.eve..teaw ib 54e
h 1000 FOSSIL CREEK BLVD.FORT WORTH,TEXAS 76137(817)647-1422 DATE: 05/28/2014 PAGE NO,: 2 OF 2
TBPLS FIRM NO.10029605
EXHIBIT"B"
STORM WATER DETENTION FACILITY
BEING a tract of land in the James Eads Survey, Abstract No. 410, the Alex McDonald Survey, Abstract
No. 786, B. Matthews Survey, Abstract No. 860, and the Peter K. Matthews Survey, Abstract No. 865, in
Denton County, Texas, and being a part of Tract 1-Parcel "B" described in Special Warranty Deed to PR
III/CROW BUILDING B & D, LP, as recorded in County Clerk's Document No. 2013-145802 in the
Official Records of Denton County, Texas (O.R.D.C.T.):
COMMENCING at a 5/8-inch found iron rod with cap stamped "CLEARFORK RPLS 5649" at an ell
corner on the common line between said Tract 1-Parcel "B" and that called 212.265 acre tract of land
described in Special Warranty Deed and Mineral Deed to Quicksilver Resources Inc., as recorded in
County Clerk's Document No. 2011-103169 in the Official Records of Denton County, Texas;
THENCE South 77 degrees 56 minutes 34 seconds West, along said common line, a distance of 91.61
feet to the POINT OF BE=GINNING;
THENCE South 41 degrees 38 minutes 47 seconds East, departing said common line, a distance of
37.87 feet to a point for corner;
THENCE South 00 degrees 00 minutes 00 seconds East, a distance of 384.66 feet to a point for corner;
THENCE South 10 degrees 43 minutes 04 seconds West, a distance of 121.27 feet to a point for corner;
THENCE South 89 degrees 22 minutes 37 seconds West, a distance of 32.00 feet to a point for corner;
THENCE North 20 degrees 15 minutes 38 seconds West, a distance of 112.38 feet to a point for corner;
THENCE North 54 degrees 31 minutes 28 seconds West, a distance of 546.78 feet to a point for corner
on said common line;
THENCE North 77 degrees 56 minutes 34 seconds East, along said common line, a distance of 525.16
feet to the POINT OF BEGINNING AND CONTAINING 137,329 square feet or 3.153 acres of land,
more or less.
A plat accompanies this legal description.
Basis of Bearing is the Texas Coordinate System NAD 83, North Central Zone (4202), observed by GPS
using Western Data Systems Dallas/Fort Worth area RTK Cooperative Network, as observed on August
06, 2012. Convergence angle at reference station DHLF0811 is 00 degrees 39 minutes 20.75571
seconds as calculated by Corpscon 6.0.1.
1of2
1A'k E.`i15 DU860 gUICKSILVERMINERAL
RESOURCES 1 COMMENCING I I K IANTttlE.
ws
B.AHSTRACT N ' DOC. NO. 2011-103169 ( S77' 56' 34'W PETL'R SURVEY 865
O.R.D.C.T. TRACT �JO•
212.265 ACRE POINT OF 91.61 AHI1
5'UNDERGROUND TRACT BOUNDARY LINE I BEGINNING
UTILITY EASEMENT AGREEMENT
30'BUlLOING AND PAVEMENT DOC.NO,2011-10172 5/8" FIR W/
SETBACK LINE SETBACK LINE 0.R.D,C.T,
VOL 3095,PG 199 VOL 3095,PG 199 ( PFC ��` C L E A RF 0 R K
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LOCATION MAP I SCALE: 1"=100'
$ N.T.S. A LEGAL DESCRIPTION
ACCOMPANIES THIS EXHIBIT 41
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EXHIBIT "B" LEGEND "
STORM WATER - STORM WATER DETENTION
DETENTION FACILITY I__I FACILITY
h IN THE • FOUND IRON ROD
B. MATTHEWS SURVEY, A-860, PFC—0POINT FOR CORNER �
7 PETER K. MATTHEWS SURVEY,A-865, CM CONTROL MONUMENT
ALEX McDONALD SURVEY, A-786& PROPOSED LOT LINE
THE JAMES EADS SURVEY,A-410 __
— EXISTING EASEMENT LINO
CITY OF FORT WORTH, DENTON COUNTY TEXAS EXISTING BUILDING SETBACK
Basis of bearings is the Texas Coordinate System NAD 83,North Central Zone(4202), ——— EXISTING PROPERTY LINE tv
N observed by GPS using Western Data Systems Dallas/Fort Worth area RTK Cooperative
M Network.as observed on August 06,2012. Convergence angle at reference station ——— APPROXIMATE SURVEY LINE L
o DHLF0811 is 00 degrees 39 minutes 20.75571 seconds as calculated by Corpscon 6.0.1.
■` ■ HALFFµ DGN: ExeoorrDETFAC-289fi1.dn
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3 rreypr,ao hKeDy oertliy that thle pare0lroe
■.'■ prepa'ed}ran o survey move on the ground Z
under my supervlslon Dry 41—tion.
a 4000 FOSSIL CREEK BLVD.FORT WORTH,TEXAS 76137(817)847-1422 DATE: 02/06/2014 PAGE NO.: 2 OF 2
TBPLS FIRM NO.10028605
EXHIBIT "C"
DESIGN STANDARDS FOR THE FACILITY
13
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.09/10/2012
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EXHIBIT"D"
CITY OF FORT WORTH STORM WATER 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.
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.
14
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.09/10/2012
EXHIBIT "E"
Storm Water 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 Pond
Amount of silt in
pond
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
vegetation
Location of Erosion
Percent of
vegetation
Condition of trash
guard
Location of Erosion
MAJOR
INSPECTIONS
Condition of Storm
Water Quality
Structure
Type of Storm
Water Quality
Structure
Structure type and
Condition
Condition of Rip-
15
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.09/10/2012
Rap
Condition of
filtrations stem
Berm or
Embankment
Settlement
Location of erosion
Evidence of
Animals
Evidence of Aquatic
life
Condition of
Aeration
Foundation
16
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.09/10/2012