HomeMy WebLinkAboutContract 50100 CITY SECRETARY
CONTRACT NO. .`lO 1 O
POE #
RECEIVEL,
DEC 2 6 2011
Cj7`(OF FOR7 WORTH
C�11'SECRETARY
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 2 day of 2017, by
and between TCRG Opportunity XVII, LLC. acting by and through Texas Capitalization
Resource Group, Inc., a Texas corporation (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 an
approximately 54.497 acre tract located in the John Thornhill Survey, Abstract No. 1519,
City of Fort Worth, Tarrant County, Texas according to the plat recorded in Volume 388-
210, Page 45 of the Plat Records of Tarrant County, Texas; said tract also being all of that
tract of land described in Special Warrant Deed to SFU, LLC recorded in Instrument No.
D217122585 of the Official Public 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 DriveTime Vehicle Storage
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 Stormwater within
the confines of the Property; and
WHEREAS, the City and the Landowner, and their successors and assigns, agree
that the health, safety and welfare of the residents of the City of Fort Worth, Texas require
that on-site Stormwater Management Facilities be constructed and maintained on a portion
of the Property; and
OFFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY
Rev.11/17/2016 FT.WORTH'TX
WHEREAS, the City requires that on-site Stormwater Management Facilities
("Facility") as shown on the Plan be constructed and adequately maintained by the
Landowner, its successors and assigns,the location and dimensions of which is shown and
more particularly described by metes and bounds in the attached Exhibit "A" ("Facility
Property"); and
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner, its successors and assigns, shall adequately construct and
maintain the on-site Stormwater Management Facility ("Facility") at no
expense to the City of Fort Worth in accordance with the design specifications
for the Facility, attached as Exhibit`B", and the current standards then in force
and effect in the City of Fort Worth and with the Operations and Maintenance
Plan attached to this Agreement as Exhibit "C". The Stormwater Facility
includes all pipes, channels or other conveyances built to convey Stormwater
to the facility, as well as all structures, improvements, and vegetation provided
to control the quantity and quality of the Stormwater. Adequate maintenance is
herein defined as good working condition so that these facilities are performing
their design functions. The Stormwater Structural Control Maintenance
Checklists, attached to this Agreement as Exhibit "D", are to be used to
establish what good working condition is acceptable to the City.
2. The Landowner, its successors and assigns, shall inspect the Facility and
submit an inspection report to the City annually. The purpose of the inspection
is to assure safe and proper functioning of the Facility. The inspection shall
cover the entire Facility, berms, outlet structure, pond areas, access roads, etc.
Components of the Facility, which need maintenance or replacement to
perform their design function, shall be noted in the inspection report along with
the corrective actions to be taken.
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev.11/17/2016
3. The Landowner, its successors and assigns, hereby grant permission to the
City, its authorized agents and employees, to enter upon the Property and to
inspect the Facility Property whenever the City deems necessary. The purpose
of inspection is to follow-up on reported deficiencies and/or to respond to
citizen complaints. The City shall provide the Landowner, its successors and
assigns, copies of the inspection findings and a directive to commence with the
repairs if necessary.
4. In the event the Landowner, its successors and assigns, fails to maintain the
Facility in good working condition as specified herein, the City, its authorized
agents and employees, may enter upon the Facility Property and take whatever
steps necessary to correct deficiencies identified in the inspection report and to
charge the costs of such repairs to the Landowner, its successors and assigns.
It is expressly understood and agreed that the City is under no obligation
to routinely maintain or repair said Facility, and in no event shall this
Agreement be construed to impose any such obligation on the City, such
obligation is Landowner's.
5. The Landowner, its successors and assigns, will perform the work necessary to
keep the Facility in good working order as appropriate. In the event the City
pursuant to this Agreement,performs work of any nature, or expends any funds
in 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
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev.11/17/2016
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE
AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND
THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND
EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION
WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE
FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE
ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY,
INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF
THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS
BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3)
FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A
MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA
TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS
HEREUNDER.
7. Landowner covenants and agrees that no habitable building shall be erected
within the drainage easement outlined on Exhibit "A" 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.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, shall constitute a covenant running with the land, and shall be binding
on the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owners association.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev.11/17/2016
[SIGNATURE PAGE FOLLOWS]
Executed this day of QV 201`.
Landowner City of Fort Worth
TCRG Opportunity XVII, LLC,
a Texas limited liability company
By:Texas Capitalization Resource Group,Inc.
a e as corp or t' ,ItA:7 er �--
�—
Robert L. Patton, Jr. Jesus J. Chapa
Assistant City Manager
Title: Its President
Approved as to Form and Legality
,f
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M&Cp assistant CityAttorne
1295 --- A.TTEST �� �RT�.
City Secre
ACAS t
OFFICIAL RECORD
CITY SECRETARY
FT.W011UH,YX
STORMWATER FACILITY MAINTENANCE AGREEMENT 5
Rev.11/17/2016
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on by
Jesus J. Chapa, Assistant City Manager of the City of Fort Worth, on behalf of the City of
Fort Worth.
MARIA S.SANCHEZ
q: My Notary ID#2256490 Not Public, State of Texas
Expires December 19,2021 y
STATE OF TEXAS §
COUNTY OF TARRANT §
Before me, the undersigned authority on this 16th day of November 2017
personally appeared Robert L. Patton Jr. as President of Texas Capitalization Resource
Group, Inc., Manager of TCRG Opportunity XVII, LLC, a Texas limited liability
company, known to me to be the person whose name is subscribed to the foregoing
instrument and acknowledged to me that the same is the act of TCRG Opportunity XVII,
LLC, and that he executed the same as the act of such TCRG Opportunity XVII, LLC and
for the purposes and consideration expressed in the foregoing instrument.
�O.pPY FUB'U� CHERYL L COUCHotary Public tate of exas
* * NOTARY PUBLIC STATE OFTEXAS
UTC., COMMISSION EXPIRES
\�OF 04/2812018
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev. 11117/2016
ACCESS EASEMENT
Part of Lot 1, Block A, Snapper Addition
John Thornhill Survey, Abstract No. 1519
City of Fort Worth, Tarrant County, Texas
DESCRIPTION, of a 33,734 square foot (0.774 acre) tract of land situated in the John Thornhill
Survey„ Abstract No. 1519, City of Fort Worth, Tarrant County, Texas; said tract being part of Lot
1, Block A, Snapper Addition, an addition to the City of Fort Worth according to the plat recorded
in Volume 388-210, Page 45 of the Plat Records of Tarrant County, Texas; said tract also being
part of that tract of land described in Special Warrant Deed to TCRG Opportunity XVII, LLC
recorded in Instrument No. D217122585 of the Official Public Records of Tarrant County, Texas;
said 33,734 square foot (0.774 acre) acre tract being more particularly described as follows
(bearing system for this survey is based on the Texas Coordinate System of 1983 (2011
adjustment), North Central Zone 4202, based on observations made on April 17,. 2017 with a
combined scale factor of 1.00012):
COMMENCING, at a 3.5-inch brass TxDOT monument found in the east line of said Lot 1 and
the west right-of-way line of South Freeway (a variable width right-of-way), from said point a 5/8-
inch iron rod found for the northeast corner of said Lot 1 bears North 00 degrees, 41 minutes, 44
seconds West, a distance of 192.31 feet; said point being the beginning of a curve to the right;
THENCE, in a southery direction along the said east line of Lot 1 and said west line of
South Freeway, along said curve to the right, having a central angle of 01 degrees, 01
minutes, 26 seconds, a radius of 2,844.79 feet, a chord bearing and distance of South 03
degrees, 58 minutes, 12 seconds West, 50.84 feet, an arc distance of 50.84 feet to the
POINT OF BEGINNING;
THENCE, in a southerly direction continuing along the said east line of Lot 1 and said west line
of South Freeway and along said curve to the right, having a central angle of 00 degrees, 24
minutes, 16 seconds, a radius of 2,844.79 feet, a chord bearing and distance of South 04 degrees,
41 minutes, 03 seconds West, 20.09 feet, an arc distance of 20.09 feet to a point at the end of
said curve;
THENCE, South 89 degrees, 24 minutes, 13 seconds West, departing the said east line of Lot 1
and the said west line of South Freeway, a distance of 142.82 feet to the beginning of a tangent
curve to the right;
THENCE, in a northwesterly direction, along said curve to the right, having a central angle of 10
degrees, 09 minutes, 13 seconds, a radius of 44.00 feet, a chord bearing and distance of North 85
degrees, 31 minutes, 10 seconds West, 7.79 feet, an arc distance of 7.80 feet to a point at the
end of said curve;
THENCE, North 80 degrees, 26 minutes, 34 seconds West, a distance of 19.36 feet to the
beginning of a tangent curve to the left;
THENCE, in a northwesterly direction, along said curve to the left, having a central angle of 10
degrees, 00 minutes, 00 seconds, a radius of 20.00 feet, a chord bearing and distance of North 85
degrees, 26 minutes, 34 seconds West, 3.49 feet, an arc distance of 3.49 feet to a point at the
end of said curve;
THENCE, South 89 degrees, 33 minutes, 26 seconds West, a distance of 367 15 feet to the
beginning of a tangent curve to the left;
PAGE 1 OF 5
ACCESS EASEMENT
Part of Lot 1, Block A, Snapper Addition
John Thornhill Survey, Abstract No. 1519
City of Fort Worth, Tarrant County, Texas
THENCE, in a southwesterly direction, along said curve to the left, having a central angle of 31
degrees, 00 minutes, 17 seconds, a radius of 20.00 feet, a chord bearing and distance of South 74
degrees, 03 minutes, 17 seconds West, 10.69 feet, an arc distance of 10.82 feet to a point at the
end of said curve;
THENCE, South 58 degrees, 33 minutes, 09 seconds West, a distance of 206.94 feet to beginning
of a tangent curve to the right;
THENCE, in a southwesterly direction, along said curve to the right, having a central angle of 31
degrees, 03 minutes, 14 seconds, a radius of 44.00 feet, a chord bearing and distance of South 74
degrees, 04 minutes, 46 seconds West, 23.56 feet, an arc distance of 23.85 feet to a point at the
end of said curve;
THENCE, South 89 degrees, 36 minutes, 23 seconds West, a distance of 471.76 feet the
beginning of a tangent curve to the left;
THENCE, in a southwesterly direction, along said curve to the left, having a central angle of 89
degrees, 57 minutes, 52 seconds, a radius of 24.00 feet, a chord bearing and distance of South 44
degrees, 37 minutes, 27 seconds West, 33.93 feet, an arc distance of 37.68 feet to a point at the
end of said curve;
THENCE, South 00 degrees, 21 minutes, 29 seconds East, a distance of 378.62 feet to a point
for corner;
THENCE, South 89 degrees, 38 minutes, 31 seconds West, a distance of 20.00 feet to a point for
corner;
THENCE, North 00 degrees, 21 minutes, 29 seconds West, a distance of 378.62 feet to the
beginning of a tangent curve to the right;
THENCE, in a northeasterly direction, along said curve to the right, having a central angle of 89
degrees, 57 minutes, 52 seconds, a radius of 44.00 feet, a chord bearing and distance of North 44
degrees, 37 minutes, 27 seconds East, 62.21 feet, an arc distance of 69.09 feet to a point at the
end of said curve;
THENCE, North 89 degrees, 36 minutes, 23 seconds East, a distance of 472.87 feet to the
beginning of a tangent curve to the left;
THENCE, in a northeasterly direction, along said curve to the left, having a central angle of 31
degrees, 03 minutes, 14 seconds, a radius of 20.00 feet, a chord bearing and distance of North 74
degrees, 04 minutes, 46 seconds East, 10.71 feet, an arc distance of 10.84 feet to a point at the
end of said curve;
THENCE, North 58 degrees, 33 minutes, 09 seconds East, a distance of 206.94 feet to the
beginning of a tangent curve to the right;
PAGE 2OF5
ACCESS EASEMENT
Part of Lot 1, Block A, Snapper Addition
John Thornhill Survey, Abstract No. 1519
City of Fort Worth, Tarrant County, Texas
THENCE, in a northeasterly direction, along said curve to the right, having a central angle of 31
degrees, 00 minutes, 17 seconds, a radius of 44.00 feet, a chord bearing and distance of North 74
degrees, 03 minutes, 17 seconds East, 23.52 feet, an arc distance of 23.81 feet to a point at the
end of said curve;
THENCE, North 89 degrees, 33 minutes, 26 seconds East, a distance of 365.69 feet to the
beginning of a tangent curve to the right;
THENCE, in a southeasterly direction, along said curve to the right, having a central angle of 10
degrees, 00 minutes, 00 seconds, a radius of 44.00 feet, a chord bearing and distance of South 85
degrees, 26 minutes, 34 seconds East, 7.67 feet, an arc distance of 7.68 feet to a point at the end
of said curve;
THENCE, South 80 degrees, 26 minutes, 34 seconds East, a distance of 19.37 feet to the
beginning of a tangent curve to the left;
THENCE, in a southeasterly direction, along said curve to the left, having a central angle of 10
degrees, 09 minutes, 13 seconds, a radius of 20.00 feet, a chord bearing and distance of South 85
degrees, 31 minutes, 10 seconds East, 3.54 feet, an arc distance of 3.54 feet to a point at the end
of said curve;
THENCE, North 89 degrees, 24 minutes, 13 seconds East, a distance of 145.02 feet the POINT
OF BEGINNING;
CONTAINING: 33,734 square feet or 0.774 acres of land, more or less.
(A survey plat of even survey date herewith accompanies this description.)
The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing
description accurately sets out the metes and bounds of the easement tract described.
t�•0F.J.
_ I�gGHpEI.CLEO BLLINGS''''
Ll� .; ..
6558 '
Michael Cleo Billingsley Date
Registered Professional Land Surveyor No. 6558 Q SM
Pacheco Koch, LLC
6100 Western Place, #1001, Fort Worth TX 76107
(817) 412-7155
TX Reg. Surveying Firm LS-10193824
3485-17.147EX1.doc
3485-17.147EX1.dwg RMT
PAGE 3OF5
LOT 2, BLOCK 1
K-MART ADDITION
I (VOL. 388-45, PG. 80)
10' SANITARY SEWER EASEMENT 5' TESCO EASEMENT 5/8-INCH IRON Q
' (VOL. 8945, PG. 973) (VOL. 6752, PG. 1884) ROD FOUND 3
LOT 1, BLOCK A (C.M.) I - U o
SNAPPER ADDITION I IN
(VOL. 388-210, PG. 45)
ITCRG OPPORTUNITY XVII, LLC
(INST. NO. D217122585) 3
I0 30 60 120 7.5' TESCO OVERHANG EASEMENT I W
(VOL. 388-210, PG. 45) I qt m
I GRAPHIC SCALE IN FEET IZ
te)W I LEGEND
Q — - - PROPERTY LINE POINT OF
I EASEMENT LINE COMMENCING (/�
POINT FOR CORNER
W (UNLESS OTHERWISE NOTED)
v I (CM.) -JROLLING MONUMENT 3.5-INCH BRASS TXDOT ,
MONUMENT FOUND x=1'01 26"
W (C.M.) R=2,844.79'
POINT OF L=50.84'
T=25.42'
3 n BEGINNING , CB=S 3.58'12" W
a Il N 89'33'26" E 365.69' C9L2C10 N 89'24'13" E 145.02' cD=5o.s4'
A=0'24'16"
X S 89'33'26" W 367.15' C L1 C1 S 89'24'13" W 142.82' R=2,844.79'
U I L=20.09
L/NE TABLE T=10.04'
ACCESS EASEMENT CB=S 4'41'03" W
I L/NE BEAR/NG ! LENGTH 33,734 SF
j L1 00
N 80'26'34" W 19.36' (0.774 ACRES) CD=20.09'
m '5 L2 S 80 26'34" E 19.37'
N
in
' C11ROAE TABLE
N I CURVE DEL M RAO/USLENGTH TANGENT CHORD BEAR/NG CHORO
S C1 IOW'13" 44.00' 7.80' 3.91' N 65'31'10' W 7.79'
C2 1000'00' 20.00' 3.49' 175' N 85'26'34" W 3.49'
r
n C9 10'00'00" 1 44.00' 7.68' 13.85' 1S 85'26'34" E 7.67'
C10 10'09'13" 1 20.00' 3.54' 1 1.78' 1 S 85'31'10" E 3.54'
M
r NOTES:
M
I
1. A metes and bounds description of even survey date herewith
accompanies this plot of survey.
2. Bearing system for this survey is based on the Texas Coordinate
a System of 1983 (2011 adjustment), North Central Zone 4202,
a based on observations made on April 17, 2017 with a combined
a scale factor of 1.00012.
c 6100 WESTERN PLACE, SUITE 1001
ACCESS EASEMENT
j4ftcheco Koch FORT WORTH, TX 76107 817.412.7155 PART OF
TX REG. ENGINEERING FIRM F-14439 LOT 1. BLOCK A, SNAPPER ADDITION
REG. SURVEYING FIRM LS-10193824 JOHN THORNHILL SURVEY, ABSTRACT NO. 1519,
DAAMif BY CHECKED BY SCALE DATE JOB NAIABEA CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
RMT MCB/FMD 1"=60' NOV. 2017 3485-17.147 PAGE 4 OF 5
i
CURVE TABLE
CURIAE DEL TA RAD/US LENGTH TANGENT CHORD BEAR/NG CHORD '
C3 31'00'17" 20.00' 10.82' 5.55' S 74'03'17" W 10.69' I
C4 31'03'14" 44.00' 23.85' 12.22' S 74'04'46" W 23.56'
C5 89'57'52" 24.00' 37.68' 23.99' S 44'37'27' W 33.93' '
C6 89'57'52" 44.00' 69.09' 43.97' N 4437'27" E 62.21'
C7 31'03'14" 20.00' 10.84' 5.56' N 74.04'46" E 10.71' I
C8 31 0017 44.00' 23.81' 12.20' N 74'03'17" E 23.52'
I
LOT 1, BLOCK A N 89'3326" E I
SNAPPER ADDITION Ca 365.69' w
(VOL. 388-210, PG. 45) < Q
TCRG OPPORTUNITY XVII, LLC a
(INST. NO. D217122585) 5 fpg C $ 89'33'26" W ' W
N 89'3623" E 367.15' N
472.87 C1
l05a &0. I
G S ti
S 89'36'23" W CA' I
G 471.76' ACCESS '
EASEMENT
3 w 33,734 SF I
(0.774 ACRES)
0) (V (7) N I
X N
N r N r- 0 30 60 120
O
0 Z N GRAPHIC SCALE IN FEET
LEGEND
N S 89'38'31" W — _ _ — PROPERTY LINE
0 20.00' EASEMENT LINE `
v O POINT FOR CORNER
> (UNLESS OTHERWISE NOTED)
(C.M.) - CONTROLLING MONUMENT
D
3
n
v
The undersigned, Registered Professional Land NOTES:
Surveyor, hereby certifies that this plat of
survey accurately sets out the metes and t�.•�F•.rF 1. A metes and bounds description of even
bounds of the easement tract described. 5 Q�G� £AF�4U, survey
ry Yate herewith accompanies this plat
of su
i ....... ....•.....GSLEY 2, Bearing system for this survey is based on
6558 py;4 the Texas Coordinate System of 1983 (2011
---- ---- -- �Z A'°F o'?:•'43adjustment), North Central Zone 4202 based
Michael Cleo Billingsley Date D''Es s 'FA nobservations
n
a Registered Professional S U R v acombined scale factor of April
x00012,2017 with
Land Surveyor No. 6558
1001
ACCESS EASEMENT
J4 P a c h e c o Koch FOR WESTERN PLACE, SUITE 412. PART OF
'Ci FORT WORTH, TX 76107 817.412.7155
TX REG. ENGINEERING FlRM F-14439 LOT 1, BLOCK A. SNAPPER ADDITION
TX REG. SURVEYING FIRM LS-10193824 JOHN THORNHILL SURVEY, ABSTRACT NO. 1519,
DRAW BY CAWCKED BY SCALE DATE ✓OB NuANEH
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
F RMT MCB/PMD 1"=60NOV. 2017 1 3485-17.147 PAGE 5 OF 5
3485-17.147EX1.TXT
End North: 6931007.8049' East: 2331561.0511'
Segment #1 . Curve
Length: 20.09' Radius: 2844.79'
Delta: 0024'16" Tangent: 10.04'
Chord: 20.09' Course: S40 41' 03"W
Course In: N850 31' 05"W Course Out: S850 06' 49"E
RP North: 6931230.1109' East: 2328724.9605'
End North: 6930987.7820' East: 2331559.4105'
Segment #2 . Line
Course: 5890 24' 13"W Length: 142.82'
North: 6930986.2955' East: 2331416.5982'
Segment #3 . Curve
Length: 7.80' Radius: 44.00'
Delta: 10009'13" Tangent: 3.91'
Chord: 7.79' Course: N850 31' 10"W
Course In: N0° 35' 47"W Course Out: S90 33' 26"W
RP North: 6931030.2931' East: 2331416.1403'
End North: 6930986.9040' East: 2331408.8320'
Segment #4 . Line
Course: N800 26' 34"W Length: 19.36'
North: 6930990.1184' East: 2331389.7408'
Segment #5 . Curve
Length: 3.49' Radius: 20.00'
Delta: 10000'00" Tangent: 1.75'
Chord: 3.49' Course: N850 26' 34"W
Course In: S90 33' 26"W Course Out: N0° 26' 34"W
RP North: 6930970.3960' East: 2331386.4201'
End North: 6930990.3957' East: 2331386.2618'
Segment #6 . Line
Course: S890 33' 26"W Length: 367.15'
North: 6930987.5584' East: 2331019.1228'
Page 1
3485-17.147EX1.TXT
Segment #7 . Curve
Length: 10.82' Radius: 20.00'
Delta: 31000'17" Tangent: 5.55'
Chord: 10.69' Course: 5740 03' 17"W
Course In: S0° 26' 34"E Course Out: N310 26' 51"W
RP North: 6930967.5590' East: 2331019.2773'
End North: 6930984.6217' East: 2331008.8441'
Segment #8 . Line
Course: S580 33' 09"W Length: 206.94'
North: 6930876.6576' East: 2330832.2997'
Segment #9 . Curve
Length: 23.85' Radius: 44.00'
Delta: 31003'14" Tangent: 12.22'
Chord: 23.56' Course: S740 04' 46"W
Course In: N310 26' 51"W Course Out: S0° 23' 37"E
RP North: 6930914.1948' East: 2330809.3441'
End North: 6930870.1949' East: 2330809.6434'
Segment #10 . Line
Course: 5890 36' 23"W Length: 471.76'
North: 6930866.9541' East: 2330337.8945'
Segment #11 . Curve
Length: 37.68' Radius: 24.00'
Delta: 89057'52" Tangent: 23.99'
Chord: 33.93' Course: S440 37' 27"W
Course In: S0° 23' 37"E Course Out: S890 38' 31"W
RP North: 6930842.9546' East: 2330338.0594'
End North: 6930842.8051' East: 2330314.0603'
Segment #12 . Line
Course: S0° 21' 29"E Length: 378.62'
North: 6930464.1925' East: 2330316.4264'
Page 2
3485-17.147EX1.TXT
Segment #13 Line
Course: 5890 38' 31"W Length: 20.00'
North: 6930464.0675' East: 2330296.4267'
Segment #14 . Line
Course: N0° 21' 29"W Length: 378.62'
North: 6930842.6801' East: 2330294.0607'
Segment #15 . Curve
Length: 69.09' Radius: 44.00'
Delta: 89057'52" Tangent: 43.97'
Chord: 62.21' Course: N440 37' 27"E
Course In: N890 38' 31"E Course Out: N0° 23' 37"W
RP North: 6930842.9551' East: 2330338.0598'
End North: 6930886.9568' East: 2330337.7603'
Segment #16 . Line
Course: N890 36' 23"E Length: 472.87'
North: 6930890.2053' East: 2330810.6191'
Segment #17 . Curve
Length: 10.84' Radius: 20.00'
Delta: 31003'14" Tangent: 5.56'
Chord: 10.71' Course: N740 04' 46"E
Course In: N0° 23' 37"W Course Out: S310 26' 51"E
RP North: 6930910.2048' East: 2330810.4817'
End North: 6930893.1431' East: 2330820.9183'
Segment #18 . Line
Course: N580 33' 09"E Length: 206.94'
North: 6931001.1072' East: 2330997.4627'
Segment #19 . Curve
Page 3
3485-17.147EX1.TXT
Length: 23.81' Radius: 44.00'
Delta: 31000'17" Tangent: 12.20'
Chord: 23.52' Course: N740 03' 17"E
Course In: S310 26' 51"E Course Out: N0° 26' 34"W
RP North: 6930963.5700' East: 2331020.4182'
End North: 6931007.5686' East: 2331020.0777'
Segment #20 . Line
Course: N890 33' 26"E Length: 365.69'
North: 6931010.3946' East: 2331385.7568'
Segment #21 . Curve
Length: 7.68' Radius: 44.00'
Delta: 10000'00" Tangent: 3.85'
Chord: 7.67' Course: 5850 26' 34"E
Course In: S0° 26' 34"E Course Out: N90 33' 26"E
RP North: 6930966.3959' East: 2331386.0968'
End North: 6931009.7852' East: 2331393.4026'
Segment #22 . Line
Course: S800 26' 34"E Length: 19.37'
North: 6931006.5692' East: 2331412.5037'
Segment #23 . Curve
Length: 3.54' Radius: 20.00'
Delta: 10009'13" Tangent: 1.78'
Chord: 3.54' Course: S850 31' 10"E
Course In: N90 33' 26"E Course Out: S0° 35' 47"E
RP North: 6931026.2916' East: 2331415.8244'
End North: 6931006.2926' East: 2331416.0329'
Segment #24 . Line
Course: N890 24' 13"E Length: 145.02'
North: 6931007.8021' East: 2331561.0450'
Perimeter: 3413.85' Area: 33734.26 Sq. Ft.
Error Closure: 0.0067 Course: 5640 47' 51"W
Page 4
3485-17.147EX1.TXT
Error North: -0.00285 East: -0.00606
Precision 1: 507814.93
Page 5
PRIVATE DRAINAGE EASEMENT
Part of Lot 1, Block A, Snapper Addition
John Thornhill Survey, Abstract No. 1519
City of Fort Worth, Tarrant County, Texas
DESCRIPTION, of a 1.012 acre tract of land situated in the John Thornhill Survey, Abstract No. 1519, City of Fort
Worth, Tarrant County, Texas; said tract being part of Lot 1, Block A, Snapper Addition, an addition to the City of
Fort Worth according to the plat recorded in Volume 388-210, Page 45 of the Plat Records of Tarrant County,
Texas; said tract also being part of that tract of land described in Special Warrant Deed to TCRG Opportunity
XVII, LLC recorded in Instrument No. D217122585 of the Official Public Records of Tarrant County, Texas; said
1.012 acre tract being more particularly described as follows(bearing system for this survey is based on the Texas
Coordinate System of 1983 (2011 adjustment), North Central Zone 4202, based on observations made on April
17, 2017 with a combined scale factor of 1.00012):
COMMENCING, at a 3.5-inch brass TxDOT monument found for the southeast corner of said Lot 1; said point
being in the west right-of-way line of South Freeway(a variable width right-of-way); from said point 3.5-inch brass
TxDOT monument found bears North 07 degrees, 21 minutes, 36 seconds East, a distance of 994.00 feet;
THENCE,South 89 degrees,48 minutes, 16 seconds West,departing the said west line of South Freeway
and along the south line of said Lot 1, a distance of 1,052.38 feet to a point;
THENCE, North 00 degrees, 11 minutes, 44 seconds West, departing the said south line of Lot 1, a
distance of 420.81 feet to the POINT OF BEGINNING;
THENCE, South 89 degrees, 44 minutes, 52 seconds West, a distance of 264.63 feet to a point for corner;
THENCE, North 00 degrees, 21 minutes,29 seconds West, a distance of 146.93 feet to the beginning of a tangent
curve to the right;
THENCE, in a northeasterly direction, along said curve to the right, having a central angle of 90 degrees, 00
minutes, 00 seconds, a radius of 20.00 feet, a chord bearing and distance of North 44 degrees, 38 minutes, 31
seconds East, 28.28 feet, an arc distance of 31.42 feet to a point at the end of said curve;
THENCE, North 89 degrees, 38 minutes, 31 seconds East, a distance of 224.63 feet to the beginning of a tangent
curve to the right;
THENCE, in a southeasterly direction, along said curve to the right, having a central angle of 90 degrees, 00
minutes, 00 seconds, a radius of 20.00 feet, a chord bearing and distance of South 45 degrees, 21 minutes, 29
seconds East, 28.28 feet, an arc distance of 31.42 feet to a point at the end of said curve;
THENCE, South 00 degrees, 21 minutes, 29 seconds East, a distance of 147.42 feet to the POINT OF
BEGINNING;
CONTAINING: 44,068 square feet or 1.012 acres of land, more or less.
(A survey plat of even survey date herewith accompanies this description.)
The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description
accurately sets out the metes and bounds of the easement tract described.
ID F
Michael Cleo Billingsley Date -
Registered Professional Land Surveyor No. 6558 .......................ClEO BLUNGSLEY
Pacheco Koch, LLC �:° 6558 Q
6100 Western Place, #1001, Fort Worth TX 76107 9,y°FFss\o� o
(817)412-7155 8 U Ry
TX Reg. Surveying Firm LS-10193824
3485-17.147EX2.doc
3485-17.147EX2.dwg RMT
PAGE 1 OF 3
I I
3.5-INCH BRASS TXDOT
I MONUMENT FOUND
(C.M.)
0 50 100 200 I
I
GRAPHIC SCALE IN FEET
LEGEND I o
— - - PROPERTY LINE 0)
I EASEMENT LINE I
POINT FOR CORNER
(UNLESS OTHERWISE NOTED) W
I
(C.M.) - CONTROLLING MONUMENT '
'to
N
n
^ O
LOT 1, BLOCK A z
W SNAPPER ADDITION 7.5' TESCO OVERHANG EASEMENT
I
a (VOL. 388-210, PG. 45)
I \ (VOL. 388-210, PG. 45)
I
TCRG OPPORTUNITY XVII, LLC
W (INST. NO. D217122585)
NI �
v \
W
Z FLOODWAY EASEMENT
J \ (VOL. 9299, PG. 1607) /
\ DRAINAGE EASEMENT
CI \ (VOL. 9299, PG. 1607) I
In QJ
40' PIPELINE EASEMENT FLOODWAY EASEMENT
tO I (INST. NO. D208019674) (VOL. 9299, PG. 1607)
o —
a - - 3.5-INCH BRASS TXDOT O Q
U I MONUMENT FOUND
>- S 89'48'16" W 1052.38' \ (c.M.)
co
PO/NT OFF
5054 SOUTH FREEWAY, LLC COMMENCING
(INST. NO. D207296507)
Ln
M
/ NOTES:
M
I
1. A metes and bounds description of even survey date herewith
/ accompanies this plat of survey.
'i
2. Bearing system for this survey is based on the Texas Coordinate
a System of 1983 (2011 adjustment), North Central Zone 4202,
based on observations made on April 17, 2017 with a combined
p scale factor of 1.00012. PRIVATE DRAINAGE
EASEMENT
�, Pacheco Koch 6100 WESTERN PLACE, SUITE 412. PART OF
FORT WORTH, TX 76107 817.412.7155
TX REG. ENGNEERING FIRM F-14439 LOT 1. BLOCK A. SNAPPER ADDITION
TX REG. SURVEYING FIRM LS-10193824 JOHN THORNHILL SURVEY, ABSTRACT NO. 1519,
DRAWN BY CNEC AFD BY SCALE DATE ✓OB N(/AIBER CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
F RMT MCB/PMD 1"=100' NOV. 2017 3485-17.147 PAGE 2 OF 3
CURVE TABLE '
CURVE DEL M RA DIMS LENGTH TANGENT C110M 7 BEARING CHORD
C7 090'00'00" 20.00' 31.42' 20.00' N 44'38'31" E 28.28'
C2 090'00'00" 20.00' 31.42' 20.00' S 45'21'29' E 28.28'
N 89'38'31" E 224.63' 0 PRIVATE DRAINAGE
EASEMENT
1.012 ACRES
3 w (44,068 SF)
NCq I
r
N Cn
o � o � PO/NT OF IW
Z 01) BEGINNING I a
CL
S 89'44'52" W 264.63' 0 50 00 20o I Ld
DRAINAGE EASEMENT v
(VOL. 9299. PG. 1607) –^
GRAPHIC SCALE IN FEET
Z
LEGEND I U
PROPERTY LINE �–
LOT 1, BLOCK A 3 i EASEMENT LINE I Q
SNAPPER ADDITION FO
NT FOR CORNER
(VOL388-210 PG. 45 r- N (UNLESS OTHERWISE NOTED)
.\ / O � (C.M.) - CONTROLLING MONUMENT
TCRG OPPORTUNITY XVII, LLC
(INST. NO. D217122585)
40' PIPELINE EASEMENT
(INST. NO. D208019674) —
S 89'48'16" W 1052.38'LO
— —
I
i
N LOT 1, BLOCK 2 5054 SOUTH
KIMBELL INDUSTRIAL ADDITION FREEWAY, LLC
(VOL. 388-67, PG. 13) (INST. N0. D207296507)
0
/ NOTES:
n
w
The undersigned, Registered Professional Land 1. A metes and bounds description of even
in Surveyor, hereby certifies that this plat of OF survey date herewith accompanies this plat
survey accurately sets out the metes and t�..•••••.�� of survey.
+ bounds of the easement tract described. �Q:��1srFgF:r9
n `':•� °•�� 2. Bearing system for this survey is based on
YICHAEL•CLEO 8{LLINGSLEY the Texas Coordinate System of 1983 (2011
• ......••: adjustment), North Central Zone 4202, based
6558 on observations made on April 17, 2017 with
•'
Michael Cleo Billingsley Date OFSsSIO--*AQ a combined scale factor of 1.00012.
� . '�Q'''S
a Registered Professional PRIVATE DRAINAGE
a Land Surveyor No. 6558
6100 WESTERN EASEMENT
Pacheco Koch 7610 SUITE
� FORT WORTH, TX 76107 817.412.412.7155 PART OF
\ TX REG. ENGINEERING FIRM F-14439 LOT 1, BLOCK A. SNAPPER ADDITION
TX REG. SURVEYING FIRM LS-10193824 JOHN THORNHILL SURVEY, ABSTRACT NO. 1519,
DRAWN BY CHECKED SY SCALE DATE JOB NUMBER CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
F RMT MCB/PMD 11 00,
NOV. 2017 3485-17.147 PAGE 3 OF 3
3485-17.147EX2.TXT
North: 6930297.0837' East: 2330365.1643'
Segment #1 . Line
Course: 5890 44' 52"W Length: 264.63'
North: 6930295.9188' East: 2330100.5369'
Segment #2 . Line
Course: N0° 21' 29"W Length: 146.93'
North: 6930442.8459' East: 2330099.6187'
Segment #3 . Curve
Length: 31.42' Radius: 20.00'
Delta: 90000'00" Tangent: 20.00'
Chord: 28.28' Course: N440 38' 31"E
Course In: N890 38' 31"E Course Out: N0° 21' 29"W
RP North: 6930442.9709' East: 2330119.6183'
End North: 6930462.9675' East: 2330119.4903'
Segment #4 . Line
Course: N890 38' 31"E Length: 224.63'
North: 6930464.3713' East: 2330344.1159'
Segment #5 . Curve
Length: 31.42' Radius: 20.00'
Delta: 90000'00" Tangent: 20.00'
Chord: 28.28' Course: 5450 21' 29"E
Course In: S0° 21' 29"E Course Out: N890 38' 31"E
RP North: 6930444.3716' East: 2330344.2409'
End North: 6930444.4996' East: 2330364.2374'
Segment #6 . Line
Course: S0° 21' 29"E Length: 147.42'
North: 6930297.0825' East: 2330365.1587'
Perimeter: 846.44' Area: 44067.65 Sq. Ft.
Error Closure: 0.0057 Course: 5770 36' 24"W
Page 1
3485-17.147EX2.TXT
Error North: -0.00123 East: -0.00558
Precision 1: 147398.25
Page 2
PLA'L RECORD VOLA QBE
.• a1,.6X��a
t x �
l w �n.s s rrl
LOT
BLOC A
..►.� a.e�rrr..or
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Snapper Addition
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+:rc�wi'x . e.s .1nwd ut X14+ +°w r 1 TYfr� �Mnw m •,. a.�.
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45
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co r-
10'
10' MAINTENANCE `D r-
I �f BERM �' � a,
cD 0C
�L 674.20
PROP. 12" I
RIP-RAP LS
IEL (74.5 �
I 674 P
673
671
o EL 666-23/ EL 674.00 `D
I
EL 666.2 EL 671.11 EL 6 4.00
6' S CT N r-
A- I PROP. PILOT
LL674.0—C A 6 6.27 CHANNEL A EL 670. 9
EL 676.7- EL 665.57
EL 666.33 ELS 671.1
EL 66.24
L^ 677.02 67 ]� 665.56 — 22' SPILLWAY
EL
L 674.00
71.1 L 674.00
PROPOSED '4
MAINTENANCE =='
RAMP 673
'1
10' MAINTENANCE - - -- -
BERM _..
v _ _........
t
m
U
Q X
2 I W
I \
X
25 50 100 \ �,
GRAPHIC SCALE IN FEET
" DRIVETIME VEHICLE STORAGE
6100 WESTERN PLACE, SUITE 1001 STORMWATER FACILITIES MAINTENANCE AGREEMENT
Pacheco Koch FORT WORTH, TX 76107 817.412.7155 LOTS 1, BLOCK A
TX REG. ENGINEERING FIRM F-14439 SNAPPER ADDITION
TX REG. SURVEYING FIRM LS-101938-2. LOCATED IN THE CITY OF FORT WORTH, TEXAS
AND BEING OUT OF THE
DATE JOB NUMBE: JOHN THORNHILL SURVEY, A-1519,
11/13/2017 3485-17.272 TARRANT COUNTY, TEXAS
UVJ(LIQ p aD op GD o Mass ass S E CT O oO H
Z 10.0'
TOP OF POND
`� (MIN) SPILLWAY
100 YR. WSEL _��
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(MAX) (MAX)
SECTION A-A
NOT TO SCALE
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m
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NOT TO SCALE
4'
2' 2,
ry 3000 PSI CONCRETE
n OVERFLOW CHANNEL
s.
PROPOSED
GROUND
m #3 BARS AT 24"� COMPACT
C-C BOTH WAYS SUBGRADE
NOTE: '
PROVIDE BITUMINOUS EXPANSION MATERIAL
WHERE PILOT CHANNEL ABUTS PROPOSED STRUCTURE
PILOT CHANNEL
`� NOT TO SCALE
DRIVETIME VEHICLE STORAGE
6100 WESTERN PLACE, SUITE 1001 STORMWATER FACILITIES MAINTENANCE AGREEMENT
h FORT WORTH, TX 76107 817.412.7155 LOTS 1, BLOCK A
Pacheco Koc
TX REG. ENGINEERING FIRM F-14439 SNAPPER ADDITION
TX REG. SURVEYING FIRM LS-101938-24 LOCATED IN THE CITY OF FORT WORTH, TEXAS
AND BEING OUT OF THE
DATE JOB NUMBER JOHN THORNHILL SURVEY, A-1519,
RAL 11/13/2017 3485-17.272 TARRANT COUNTY, TEXAS
C �a� o �� 4Dp4D o POND SMNN&RU
POND STORAGE SUMMARY
ELEV. (FT) SURFACE VOLUME (CF)
AREA (AC)
665 0.00 0
666 0.15 1223
667 C. 12733
668 0.34 26963
669 0.39 43296
670 0.45 61872
671 0.50 82829
672 0.56 106380
673 0.62 132461
674 0.81 161151
PROPOSED POND INFORMATION
STORM WATER SURFACE STORAGE PEAK PEAK
EVENT ELEVATION VOLUME DISCHARGE DISCHARGE
3 (CUBIC FEET) IN (CFS) OUT (CFS)
0
s
1—YEAR 669.40 47916 66.8 30.8
N
N 5—YEAR 671.50 91476 118.8 55.3
00
100—YEAR 673.00 126324 243.6 214.2
00
1
DETENTION POND
a
a
U
Q \
v \1,1�✓
a
0
DRIVETIME VEHICLE STORAGE
6100 WESTERN PLACE, SUITE 1001 STORMWATER FACILITIES MAINTENANCE AGREEMENT
APacheco Koch FORT WORTH, TX 76107 817.412.7155 LOTS 1, BLOCK A
TX REG. ENGINEERING FIRM F-14439 SNAPPER ADDITION
TX REG. SURVEYING FIRM LS-101938-24 LOCATED IN THE CITY OF FORT WORTH, TEXAS
AND BEING OUT OF THE
L��l I 1 SCALE DATE ✓OB NUMBER JOHN THORNHILL SURVEY, A-1519,
11/13/2017 3485-17.272 TARRANT COUNTY, TEXAS
N N
Q ~ ~ Q
680 `n 680
LlI
(n = J Z W =
N
W W 00 m Z
77 U 0 .. � +J � 0
_J J
675 o OQ Q� N C/) 675
OJ T I U) I U)z J co
0Q PROPOSED qRUND / Q
r-U' I = Q CENTERLINE N I
(nU EX STINC GROUND Z
670 670
I
665 0.3 _ _C.32%
PROPOSED PUBLIC 27'°
STORMI PIPE
} LIMITS OF
DRAINAGE
660 EASEMENT 660
CD cD N
N W W
S
v J L.L- J
a _
} 0+00 1 +00 2+00
i
0 4
PROFILE: ST.
a VERTICAL SCALE: 1"=4'
0 20 40
GRAPHIC SCALE IN
DRIVETIME VEHICLE STORAGE
6100 WESTERN PLACE, SUITE 1001 STORMWATER FACILITIES MAINTENANCE AGREEMENT
Pacheco Koch FORT WORTH, TX 76107 817.412.7155 LOTS 1, BLOCK A
TX REG. ENGINEERING FIRM F-14439 SNAPPER ADDITION
TX REG. SURVEYING FIRM LS-101938-24 LOCATED IN THE CITY OF FORT WORTH, TEXAS
AND BEING OUT OF THE
Y SCAtE DATE
JOB NUMBER JOHN THORNHILL SURVEY, A-1519,
TCP 1"=40' 11/13/2017 3485-17.272 TARRANT COUNTY, TEXAS
EKHMOIr T'
o 37nHIJVII IPUIJV
v
o cn
n
0 00
+ + PROP. 72 STORM DRAIN cO o
0.35% �or.
STA 0+00.00 LINE "ST-1" r c° Q0oa
j 'NSTALL: (.0-72" 6: 1 SLOPING HEADWALL c.0 cn
t 72"=666.23 (N) CO
673
671 STA 1+54.81 LINE "ST-2"
-�u
INSTALL:
1-27" 6: 1 SLOPING HEADWALL
1:1 27"=665.50 (SE)
6'
``cl PROP. PILO STA 0+09.85 LINE "ST-2"
CHANNEL INSTALL:
1-27" 60' BEND
FL 27"=665.03 (W)
FL 27"=661- 03 (SE)
r�,7
` PROP. 27" STORM DR� N
- STA 0+85.4; "ST-2"
h - INSTALL:
1-27" 30' BEND
FL 27"=665.28 (NW)
n
— FL 27"=665.28 (E) — — —
—PROP. 27" STORM DRAIN
— — ® 0.32%—
STA 0+00.00 LINE "ST-2"
X INSTALL:
1—PROP. CONCRETE HEADWALL
CH—FW-0
FL 27"=665.00 (NW)
a X
o
— 0 25 50 100 V
GRAPHIC SCALE IN FEET
DRIVETIME VEHICLE STORAGE
6°oC WISTERN PLACE, SUITE 100, STORMWATER FACILITIES MAINTENANCE AGREEMENT
.:. NORTH. TX 76107 817.412.7155 LOTS 1, BLOCK A
Pacheco Koch
TX RE ENGINEERING FIRM F-14439 SNAPPER ADDITION
TX REG SORVEYING FIRM LS-101938-24 LOCATED IN THE CITY OF FORT WORTH, TEXAS
AND BEING OUT OF THE
DATE 'JOB NUMBER JOHN THORNHILL SURVEY, A-1519,
11/13/2017 3485-17.277 TARRANT COUNTY, TEXAS
C �a� o �� aDpaD o L&MOSQUE IPUH
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+ + + + +f + + + + + + + + + + + + + +++++ +
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+ + + + +
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+ + + + + + + + + + + + + + r++ + + + + + + + + + + + +t + + +
++ j++++++++ ++ ++++''*+ + + + + ++'+++++'++ ++ + + 4
+ ++ + + + + + ++++r++++ + -
FF + + + + + + + + + + + + + + + + + + + + + +
+ + +
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+ + + + + + + + + + + + +
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+ + E[ \+ + + + + + + + + + + + } i_.+ + +++ + + �I
+ + +� -fit V M + + + + + + + + + + + + + ♦/+ + + + + t +
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+ + + + + + + LAWN SOLID SOD
+ + + + + + + +
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a
a
6 0 25 50 100
GRAPHIC SCALE IN FEET
DRIVETIME VEHICLE STORAGE
6100 WESTERN PLACE, SUITE 1001 STORMWATER FACILITIES MAINTENANCE AGREEMENT
APacheco Koch FORT WORTH, TX 76107 817.412.7155 LOTS 1, BLOCK A
TX REG. ENGINEERING FIRM F-14439 SNAPPER ADDITION
TX REG. SURVEYING FIRM LS-101938-24 LOCATED IN THE CITY OF FORT WORTH, TEXAS
AND BEING OUT OF THE
DRAWN BY CHECKED BY SCALE DATE JOB NUMBER ,JOHN THORNHILL SURVEY, A-1519,
RAL TCP 1"=50' 11/13/2017 3485-17.27 TARRANT COUNTY, TEXAS
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY
OPERATION AND MAINTENANCE PLAN
The only responsibility the City of Fort Worth has in the operation and
maintenance of this Facility is inspection.
General Maintenance Procedures
The structural and functional integrity of the Facility shall be maintained at all
times by removing and preventing drainage interference, obstructions, blockages,
or other adverse effects into, through, or out of the system.
Periodic silt removal shall occur when standing water conditions occur or the
pond's storage volume is reduced by more than 10%. Silt shall be removed and
the pond/basin returned to original lines and grades shown on the approved
engineering plans. In addition, corrective measures are required any time a basin
does not drain completely within 72 hours of cessation of inflow. NO STANDING
WATER IS ALLOWED in basins designed for dry detention purposes.
Accumulated litter, sediment, and debris shall be removed every 6 months or as
necessary to maintain proper operation of the basin. Disposal shall be in
accordance with federal, state and local regulations.
Detention facilities shall be mowed monthly between the months of April and
October or anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream storm sewer
system a wire mesh screen or similar screening device shall be installed over the
outlet until final acceptance.
4. PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log
should document the condition of the detention system's primary
components, mowing, and silt, litter and debris removal dates. Document
aeration of the basin bottoms and replanting to prevent the sealing of the
basin bottom.
• Written maintenance and repair records shall be maintained by the
party or parties signing the attached Agreement and shall be provided
to the City upon request.
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev.11/17/2016
FORT WORTH . °4—
-Ir CHECKLIST FOR SIMPLE DETENTION BASIN Stormwater
Facility Name: Facility Agreement Number:
Basin/Pond Number: Inspected By: Date:
Type of Inspection:Annual ,Quarterly , Monthly , Routine , or Storm Event (#days since event
Basin Conditions:
1 Is there standing water or wet spots? Yes_No_Comments
2. Does sides or bottom show signs of erosion,settling,cracking, etc? Yes_No_Comments
3. Does dam or emergency spillway show signs of erosion, settling,
cracking, or other problems? Yes_No_Comments
4. Is there evidence of animal burrowing in dam? Yes—No_Comments
5. Is there evidence of changes in shape or volume of basin? Yes_No_Comments
6. Do vegetated areas need mowing? Yes_No_Comments
7. Are there trees or woody growth in dam? Yes_No_Comments
8. Are there areas that need to be re-vegetated? Yes_No_Comments
9. Is there any accumulation of silt,trash,debris or litter in the basin? Yes_No_Comments
10.Are there any other basin maintenance activities needed? Yes`No_Comments
Structural Components:
1. Are pipes, channels,trash racks, etc.free of obstructions? Yes_,No_Comments
2. Are pipes, spillway or trash racks in need of repair? Yes_No_Comments
3. Is the low flow or trickle channel in need of repair? Yes_No_Comments
4. Is the outfall channel in need of repair? Yes_No_Comments
5. Are there any other structural maintenance activities needed? Yes_No_Comments
Plan for correcting deficiencies: Signature:
Owner's Representative
Date:
Form CFW-6
CFW-SEPTEMBE=R 20715 Appendix A, A-17
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT REPAIRS REPAIRS
j 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
and
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
vegetation
Location of Erosion
Percent of
vegetation
Condition of trash
uard
Location of Erosion
MAJOR
INSPECTIONS
Condition of
Stormwater Quality
Structure
Type of Stormwater
Quality Structure
Structure type and
Condition
Condition of Rip-
Ra
STORMWATER FACILITY MAINTENANCE AGREEMENT 9
Rev.11/17/2016
Condition of
filtrations stem
Berm or
Embankment
Settlement
Location of erosion
Evidence of
Animals
Evidence of Aquatic
life
Condition of
Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT O
Rev.11/17/2016
Contract Compliance Manager
By signing I acknowledge that I am the person responsible
for the monitoring and administration of this contract, including
ensuring all performance and reportin requirements.
Janie S. Morales
Development Manager