HomeMy WebLinkAboutContract 54045 Jun 23,2020 CSC No.54045
8:49 AM
DOE #
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 15 day of,June202O by
and between 5054 SOUTH FREEWAY, LLC, acting by and through John Mase,
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 54.49 acre tract, and located in the Gregoria Hernandez Survey, Abstract
No. 753, the George W. Main Survey, Abstract No. 1096, and the John Thornhill
Survey, Abstract No. 1519, Tarrant County, Texas according to the special warranty
deed recorded in Instrument No. D207296507, 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 5054 South Freeway 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 SWRETARY
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 "AY ("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
chafe 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 15th day of June 26 20
Landowner City of Fort Worth
Dana eurghdoff(J 15,202 1 :46 CDT)
Name: 6 �44nA&As6w�
1 Assistant City Manager
Title:
Approved as to Form and Legality
tnnsa R Lnpe:-Rey ald.(Jun ss,ZO i nn
Assistant City Attorney
OF 1r�R�
ATTEST '
City Secretary _ '
OFFICIAL RECORD
CITY SECRETARY
ReOR'MWA20ER8 FACILITY MAINTENANCE AGREEMENT FT. WORTH,Tv
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on June 17,2020 by
� .Assistant City Manager of the City of Fort Worth, on behalf of the City of
Fort Worth.
LAURIE Digitally signed by LAURIE
PEQUENO LEWIS
PEQUENO LEWIS Date:2020.06.1713:13:33-05'00'
S,pYA LAURIE PEQUENO Notary LEWIS
Notary Public, Stale of Texas =O y Public
• * STATE OF TEXAS
Notary I.D.132278952
My Comm.Exp.Dec.10,2023
STATE OF TEXAS
OUNTY OF TARRANT
afore the undersigned authority on this day of
20_, personally appeared
known
to me to be the person whose n is subscribed t
o the foregoing instrument and
acknowledged to me that the same is a act of 054 SOUTH FREEWAY, L,LC
d that he executed the same as its Chief
Executive Officer and as the act o ch 5054 SOUTH FREEWAY, LLC
and for the purposes and consideration expressed in the regoing instrument.
Notary Public, State of Te s
)k-k� �'-E E���L.Cb 4_t
OFFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SEC#ETARY
Rev.11i17nQ16 FT. WORTH,TX
A notary public or other officer completing this
certificate verifies only the identity of the individual
who signed the document to which this certificate
is attached, and not the truthfulness, accuracy, or
validity of that document.
STATE OF CALIFORNIA )
SS.
COUNTY OF Los Angeles )
On February 27, 2020, before me, Renay Irene Cardona Marquez Notary Public
personally appeared John A. Mase, who proved to me on the basis of satisfactory evidence to be
the person whose name is subscribed to the within instrument and acknowledged to me that he
executed the same in his authorized capacity and that by his signature on the instrument the
person or the entity upon behalf of which the person acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laves of the State of California that
the Foregoing paragraph is true and correct.
WITNESS my hand and official seal.
RENi+Y iRF.NE CARDONA AdAnQUE?
II iJv wtaryPublic-cilifunb
Los Angeles _nanC.
\�i � Commission 21 Feb ,2
My comp".Expiree s h 9t;672
Signature ' (Seal)
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH,TX
Con trnct Comp1rince=Yiana.ger
By signing I acknowledge that I am the person responsible
for the moiutoring and administration of this contact, including
enscring all pe ormar_cc and reporting-requireruents.
} 66V Janie S. Nforales
Develugme,ul Services ndama-er
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH,TX
PRIVATE DETENTION EASEMENT
Part of Lot 1 R2, Block 2, Kimbell Industrial Addition
John Thornhill Survey, Abstract No. 1519
City of Fort Worth, Tarrant County, Texas
DESCRIPTION, of a 21,632 square foot (0.497 acre) tract of land situated in the John Thornhill
Survey, Abstract No. 1519, Tarrant County, Texas; said tract being part of Lot 1 R2, Block 2,
Kimbell Industrial Addition, an addition to the City of Fort Worth recorded in Instrument No.
D220060880 of the Official Public Records of Tarrant County, Texas; said tact also being part of
that tract of land described as Tract I in Special Warranty Deed to 5054 South Freeway, LLC
recorded in Instrument No. D207296507 of said Official Public Records; said 21,632 square foot
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 aluminum disc stamped "TxDOT' found in the west right-of-way
line of South Freeway(a variable width right-of-way); said point being the northeast corner of said
Lot 1 R2 and the southeast corner 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;
THENCE, South 07 degrees, 21 minutes 49 seconds West, along the said west line of
South Freeway and the east line of said Lot 1 R2, a distance of 14.44 feet to a point; from
said point a 518-inch iron rod found for the south east corner of said 5054 South Freeway,
LLC tract bears South 07 degrees, 21 minutes 49 seconds West, a distance of 449.54
feet;
THENCE, North 82 degrees 38 minutes, 11 seconds West, departing the said west line of
South Freeway and the east line of said Lot 1 R2, a distance of 13.76 feet to the POINT
OF BEGINNING;
THENCE, South 05 degrees, 45 minutes, 35 seconds West, a distance of 316.35 feet to a point
for corner;
THENCE, South 89 degrees, 47 minutes, 32 seconds West, a distance of 45.63 feet to a point for
corner;
THENCE, North 00 degrees, 09 minutes, 49 seconds West, a distance of 251.33 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 55
degrees, 32 minutes, 37 seconds, a radius of 46.45 feet, a chord bearing and distance of North 32
degrees, 27 minutes, 52 seconds West, 43.29 feet, an arc distance of 45.03 feet to a point at the
end of said curve;
THENCE, North 62 degrees, 15 minutes, 13 seconds West, a distance of 30.77 feet to a point for
corner;
THENCE, North 00 degrees, 22 minutes, 17 seconds West, a distance of 19.89 feet to a point for
corner;
THENCE, South 89 degrees, 15 minutes, 10 seconds East, a distance of 85.70 feet to a point for
corner;
PAGE 1 OF 4
PRIVATE DETENTION EASEMENT
Part of Lot 1 R2, Block 2, Kimbell Industrial Addition
John Thornhill Survey, Abstract No. 1519
City of Fort Worth, Tarrant County, Texas
THENCE, South 82 degrees, 01 minutes, 07 seconds East, a distance of 43.43 feet to the POINT
OF BEGINNING;
(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.
��•OF TF
S T t
Paul • .. ..
Daniel ..Date PAULDANIEL..
0 6534 ;.
Registered Professional Land Surveyor No. 6534 9.9oF o�P o4
Pacheco Koch Consulting Engineers, Inc. do suR���
4060 Bryant Irvin Road, Fort Worth, TX 76109
(817) 412-7155
TX Reg. Surveying Firm LS-10008001
3485-18.383EX2.doc
3485-18.383EX2.dwg RMT
PAGE 2OF4
LOT 1, BLOCK A I
SNAPPER ADDITION
(VOL. 388-210, PG. 45) — — — — — —
\ OVERHANG EASEMENT
I (VOL. 388-210, PG. 45) I
FLOODWAY EASEMENT
(VOL. 9299, PG. 1607) I
I / I
PIPELINE EASEMENT -/
(INST. NO. D208019674)
_1-
_ POINT OF
I / BEGINNING POINT OF
- - - - S t2.01'07" E COMMENCING
PRIVATE ACCESS EASEMENT 43.43'
(INST. NO. D21 81 3 51 2 7) /S 891 5'1 0" E 3.5-INCH ALUMINUM DISC
\ / STAMPED 'TxDOT" FOUND
85.70' (C.M.)
s 07.21'49" w
UTILITY EASEMENT 14.44'
N (INST. NO. D2200608n0) N 82.38'11" W }�
W N 00*2217 W I 1 13.76' 3
n 19.89' I--1-UTILITY EASEMENT
12 (INST. NO. D220060880) 0
N 62'15'13" W I f Ln
30.77' 0 4 T Y S 05-45-35" W
316.35
N A=55'32'37" i T 7 1
R=46.45' PRIVATE DETENTION
r L=45.03' EASEMENT LU
T=24.46' 3 21,632 SF m
i " n 3 (0.497 ACRES) Q
3 CB=N 32 27 52 W Q, ;.� �I Q
M CD=43.29'
OO LO :V
O N o
od Z co
M I
5-1
M I
MATCH LINE (SEE PAGE 4)
0 20 40 80
w
U
Y
IL
NOTES: GRAPHIC SCALE IN FEET LEGEND
z - PROPERTY LINE
a 1. A metes and bounds description of even survey date herewith EASEMENT LINE
j accompanies this plat of survey. POINT FOR CORNER
P P Y (UNLESS OTHERWISE NOTED)
2. Bearing system for this survey is based on the Texas Coordinate (C.M.) - CONTROLLING MONUMENT
a System of 1983 (2011 adjustment), North Central Zone 4202,
based on observations made on April 17, 2017 with a combined PRIVATE DETENTION
N scale factor of 1.00012.
N 61110 WESTERN PLACE, SITE 1001 EASEMENT
N A Pacheco Koch FORT WORTH, TX 76107 817.412.7155
TX REG. ENGINEERING FIRM F-469 PART OF LOT 1 R2, BLOCK 2
TX REG, SURVEYING FIRM LS-10008001 KIMBELL INDUSTRIAL ADDITION
JOHN THORNHILL SURVEY, ABSTRACT NO. 1519,
DRAWN BY I CHECKED BY SCALE DATE JOB NUMBER CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
F RMT PMD 1"=40' APR. 2019 3485-18.383 PAGE 3 OF 4
MATCH LINE (SEE PAGE 4)
S 05'45'35" W
I 316.35'
M I
PRIVATE DETENTION LO I
EASEMENT
21,632 SF LO;
(0.497 ACRES) 3
m
5054 SOUTH FREEWAY LLC O 0
TRACT I Z o I
(INST. NO. D207296507)
I
o
� I � Q
X
J >
M Q
W O i
ifI
S 89'47'32" W co
N 45.63'
M LOT 1 R2, BLOCK 2
KIMBELL INDUSTRIAL DEED LINE
- ADDITION - - - -
(INST. NO. D220060880) 5/8-INCH IRON I 0 20 4o so
3 ROD FOUND (C.M.)
SOUTHWEST CROSSING, LLC
co TRACT 1 UTILITY EASEMENT GRAPHIC SCALE IN FEET
m (INST. NO. D213169726) (INST. N0. D220060880)
LEGEND
00
It — — PROPERTY LINE
pn
I I EASEMENT LINE
n POINT FOR CORNER
3 (UNLESS OTHERWISE NOTED)
j (C.M.) - CONTROLLING MONUMENT
c�
3
NOTES:
0
UThe undersigned, Registered Professional Land 1. A metes and bounds description of even
Y Surveyor, hereby certifies that this plat of survey date herewith accompanies this plat
a survey accurately sets out the metes and ...F... of survey.
bounds of the easement tract described. 5� ���SrFRF:r9(P
2. Bearing system for this survey is based on
...
"""""""""" the Texas Coordinate System of 1983 2011
Z PAUL DANIEL
i ........................ adjustment), North Central Zone 4202, based
;9 6534 P�;� on observations made on April 17, 2017 with
�'•OFfss�o?::�o a combined scale factor of 1.00012.
a Paul Daniel Date y�. •SURN�
Registered Professional PRIVATE DETENTION
N Land Surveyor No. 6534
APacheco Koch FOOT WESTERN PLACE, SITE ITT, EASEMENT
a FORT WORTH, TX 76107 817.412.7155
TX REG. ENGINEERING FIRM F-469 PART OF LOT 1 R2, BLOCK 2
`O TX REG. SURVEYING FIRM LS-10008001 KIMBELL INDUSTRIAL ADDITION
JOHN THORNHILL SURVEY, ABSTRACT NO. 1519,
DRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
F- RMT PMD 1"=40' APR. 2019 3485-18.383 PAGE 4 OF 4
ACCESS EASEMENT
Part of Lot 1 R2, Block 2, Kimbell Industrial Addition
John Thornhill Survey, Abstract No. 1519
City of Fort Worth, Tarrant County, Texas
DESCRIPTION, of a 6,394 square foot (0.147 acre) tract of land situated in the John Thornhill
Survey, Abstract No. 1519, Tarrant County, Texas; said tract being part of Lot 1 R2, Block 2,
Kimbell Industrial Addition, an addition to the City of Fort Worth recorded in Instrument No.
D220060880 of the Official Public Records of Tarrant County, Texas, said tact also being part of
that tract of land described as Tract 1 in Special Warranty Deed to Southwest Crossing, LLC
recorded in Instrument No. D213169726 and part of that tract of land described as Tract I in
Special Warranty Deed to 5054 South Freeway, LLC recorded in Instrument No. D207296507
both of said Official Public Records; said 6,394 square foot 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, a point in the west right-of-way line of South Freeway (a variable width right-of-
way); said point being the northeast corner of a Public Access Easement recorded by said Kimbell
Industrial Addition plat; from said point a 3.5-inch aluminum disc stamped "TxDOT' found bears
South 07 degrees, 21 minutes, 49 seconds West, a distance of 116.24 feet and a 5/8-inch iron
rod found for the northeast corner of said Southwest Crossing, LLC tract and the southeast corner
of said 5054 South Freeway, LLC tract bears North 07 degrees, 21 minutes, 49 seconds East, a
distance of 43.67 feet;
THENCE, South 59 degrees 54 minutes 45 seconds West, along the northwest line of the
Public Access Easement, a distance of 123.22 feet to the POINT OF BEGINNING;
THENCE, South 59 degrees, 54 minutes, 45 seconds West, continuing along the said northwest
line of the Public Access Easement, a distance of 20.00 feet to a point for corner;
THENCE, North 30 degrees, 05 minutes, 15 seconds West, departing the said northwest line of
the Public Access Easement, a distance of 18.26 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 119
degrees, 40 minutes, 05 seconds, a radius of 50.00 feet, a chord bearing and distance of North 29
degrees, 44 minutes, 48 seconds East, 86.46 feet, an arc distance of 104.43 feet to a point at the
end of said curve;
THENCE, North 89 degrees, 34 minutes, 50 seconds East, a distance of 16.29 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 90
degrees, 00 minutes, 00 seconds, a radius of 35.00 feet, a chord bearing and distance of North 44
degrees, 34 minutes, 50 seconds East, 49.50 feet, an arc distance of 54.98 feet to a point at the
end of said curve;
THENCE, North 00 degrees, 25 minutes, 10 seconds West, a distance of 130.94 feet to a point
for corner;
THENCE, North 89 degrees, 34 minutes, 50 seconds East, a distance of 20.00 feet to a point for
corner;
PAGE 1 OF 4
ACCESS EASEMENT
Part of Lot 1 R2, Block 2, Kimbell Industrial Addition
John Thornhill Survey, Abstract No. 1519
City of Fort Worth, Tarrant County, Texas
THENCE, South 00 degrees, 25 minutes, 10 seconds West, a distance of 130.94 feet to the
beginning of a tangent curve to the right;
THENCE, in a southwesterly direction, along said curve to the right, having a central angle of 90
degrees, 00 minutes, 00 seconds, a radius of 55.00 feet, a chord bearing and distance of South 44
degrees, 34 minutes, 50 seconds West, 77.78 feet, an arc distance of 86.39 feet to a point at the
end of said curve;
THENCE, South 89 degrees, 34 minutes, 50 seconds West, a distance of 16.29 feet to 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 119
degrees, 40 minutes, 05 seconds, a radius of 30.00 feet, a chord bearing and distance of South 29
degrees, 44 minutes, 48 seconds West, 51.87 feet, an arc distance of 62.66 feet to a point at the
end of said curve;
THENCE, South 30 degrees 05 minutes 15 seconds East, a distance of 18.26 feet to the POINT
OF BEGINNING;
CONTAINING: 6,394 square feet or 0.147 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.
OF
.... r�
....................
}CAUL DAME
Paul Daniel Date s.653`t..p::4
4� :Css%Q�.Jo
Registered Professional Land Surveyor No. 6534 ° -*'4
Pacheco Koch Consulting Engineers, Inc.
4060 Bryant Irvin Road, Fort Worth, TX 76109
(817) 412-7155
TX Reg. Surveying Firm LS-10008001
3485-18.383EX 1.doc
3485-18.383EX1.dwg RMT
PAGE 2 OF 4
I
L5 ks' 3
o
I
ACCESS EASEMENT ZI
6,394 SIF b.. o
(0.147 ACRES) a a I
W N O
N 0 I
5054 SOUTH FREEWAY, LLC J J F o r/�
TRACT I
(INST. NO. D207296507) �Z Q
"I I
LOT 1 R2, BLOCK 2 5/8-INCH IRON
KIMBELL INDUSTRIAL DEED LINE ROD FOUND (C.M.)
ADDITION — — — —
(INST. NO. D220060880) L3 G� I N 07.21'49" E
43.67'
G
SOUTHWEST CROSSING, LLC V�
o TRACT 1 L� 12s?% POINT OF
W (INST. N0. D213169726) COMMENCING
Ln
INN
POINT OFcq
I
M / BEGINNING
U
jGG�S 2p06� /
LOT 1 R1, BLOCK 2 \ P`�SS.�0 MONUMENT FOUND (C.M.)
Do
KIMBELL INDUSTRIAL
ADDITION
co (INST. NO. D220060880)
M \/
� IIM
0
U'
3
o NOTES:
U
le a 0 30 60 120 1. A metes and bounds description of even
survey date herewith accompanies this plat
Z
GRAPHIC SCALE IN FEET of survey.
zLEGEND 2. Bearing system for this survey is based on
the Texas Coordinate System of 1983 2011
PROPERTY LINE
EASEMENT LINE adjustment), North Central Zone 4202, based
O POINT FOR CORNER on observations made on April 17, 2017 with
(UNLESS OTHERWISE NOTED) a combined scale factor of 1.00012.
N
(C.M.) - CONTROLLING MONUMENT
ACCESS EASEMENT
N 6100 WESTERN PLACE, SUITE 1001 PART OF
" Pacheco Koch FORT WORTH, TX 76107 817.412.7155
-- TX REG. ENGINEERING FIRM F-469 KIMBELL INDUSTRIAL ADDITION
`O TX REG. SURVEYING FIRM LS-10008001 JOHN THORNHILL SURVEY, ABSTRACT NO. 1519,
DRAWN BY CHECKED BY SCALE DATE ✓o9 NUMBER CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
F RMT PMD 1"=60' JUN. 2020 3485-18.383 PAGE 3 OF 4
L/NE TABLE
LINE BEARING LENGTH
Lt S 59'54'45' W 20.00'
L2 N 30'05'15* W 18.26'
L3 N 89'34'50" E 16.29'
L4 N 00'25'10" W 130.94'
L5 N 89'34'50" E 20.00'
L6 S 00'25'10" E 130.94'
L7 S 89'34'50" W 16.29'
L8 S 30*05*15" E 18.26'
c�
3
0
X
W
M
00
M
00
Ln CURME TABLE
M
s CURVE OEL TA RAO/US LENGTH TANGENT CHORD BEAR/NG CHORD
N
o Ct 119'40'05" 50.00' 104.43' 86.03' N 2944'48" E 86.46'
M
v C2 90'00100" 35.00' 54.98' 35.00' N 4434'50" E 49.50'
}
C3 90,00,00" 55.00' 86.39' 55.00' S 4434'50" W 77.78'
/ C4 119'40'05" 30.00' 1 62.66' 51.62' S 29'44'48" W 51.87'
c�
3
0
M
00
M
M
C�IJ
5
C/9
3
0
o NOTES:
W The undersigned, Registered Professional Land
Y Surveyor, hereby certifies that this plat of F O 1. A metes and bounds description of even
'�
a survey accurately sets out the metes and �.. •. lF survey date herewith accompanies this plat
bounds of the easement tract described. y e`�G1AF of survey.
z A '1'
< e 2. Bearing system for this survey is based on
Z ••PAUL�•DANIEL��
.................... the Texas Coordinate System of 1983 (2011
6534 p�:. adjustment), North Central Zone 4202, based
�••OFESS%o:��� on observations made on April 17, 2017 with
a Paul Daniel Date 4'O''•S U RN* a combined scale factor of 1.00012.
Registered Professional
N Land Surveyor No. 6534 ACCESS EASEMENT
N 6100 WESTERN PLACE, SUITE 1001 PART OF
Pacheco Koch FORT WORTH, TX 76107 817.412.7155 LOT 1R2, BLOCK 2
TX REG. ENGINEERING FIRM F-469 KIMBELL INDUSTRIAL ADDITION
TX REG. SURVEYING FlRM LS-10008001 JOHN THORNHILL SURVEY, ABSTRACT NO. 1519,
ziDRAWN BY CHECKED BY SCALE DATE JOB NUMBER CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
F RMT PMD NONE JUN. 2020 3485-18.383 PAGE 4 OF 4
P
EKH0007 "B" o N OIL oD C�G�aDOM
TW 669.00 TW 662.00� TW 662.00 TW 6162.00
EL 53.64 3.
_ L 6 70 EL_65_3.57 P;;, 0 3
661 660 sSy \
TW 667.50 o
(01
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EMERGENCY SPILLWAY
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5054 SOUTH FREEWAY
GRAPHIC SCALE IN FEET 54.2 STORMWATER FACILITIES MAINTENANCE AGREEMENT
co
I LOTS 1 R & 2, BLOCK 2
FORT BRYANT IRVIN ROAD KIMBELL INDUSTRIAL ADDITIONS
Pacheco Koch WORTH,
FORT WORTH, TX 76109 817.412.7155 LOCATED IN THE CITY OF FORT WORTH, TEXAS
- TX REG. ENGINEERING FIRM F-469 AND BEING OUT OF THE
TX REG. SURVEYING FIRM LS-10008001 GEORGIA HERNANDEZ SURVEY, ABSTRACT NO. 753,
w THE GEORGE W. MAIN SURVEY, ABSTRACT NO. 1096
W DRAWN BY CHECKED BY SCALE DATE JOB NUMBER AND THE JOHN THORNHILL SURVEY, ABSTRACT N0. 1519,
w TSR HPB 1"=40' 03/16/2020 3485-18.384 TARRANT COUNTY, TEXAS
C�a� o �� aDpaD o M OF oD OQOBS
1' OF FREEBOARD 100—YEAR
(MIN.) WSEL
1.0% MIN. 1.0% MIN.
11�IJ ,lErs��L EL�1� 5'
PROPOSED PILOT CHANNEL
c�
3
0
rn
m
w DETENTION POND
V)
CROSS-SECTION (A- A)
co NOT TO SCALE
oo
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/
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W
a 1' OF FREEBOARD 100—YEAR
V)
(MIN.) WSEL
/
o
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U ,
J EMERGENCY
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U --�
3
PROPOSED PILOT CHANNEL
cc
n
m
i
DETENTION POND
CROSS-SECTION
EMERGENCY SPILLWAY CALCULATIONS: NOT TO SCALE
EQUATION: Q=CLH 5
a Q=94.12 CFS; C=2.73; H=0.50 FT
u)
0
L=94.12/(2.73*0.501•5)
L=97.51 FT
cli o NOTE: C VALUE WAS OBTAINED FROM TABLE 5054 SOUTH FREEWAY
04 2.4 IN THE HYDRAULICS iSWM TECHNICAL STORMWATER FACILITIES MAINTENANCE AGREEMENT
MANUAL WITH AN ASSUMED b=1.00
LOTS 1 R & 2, BLOCK 2
0 4060 BRYANT IRVIN ROAD KIMBELL INDUSTRIAL ADDITIONS
JAPacheco Koch FORT WORTH, TX 76109 817.412.7155 LOCATED IN THE CITY OF FORT WORTH, TEXAS
TX REG. ENGINEERING FIRM F-469 AND BEING OUT OF THE
TX REG. SURVEYING FIRM LS-10008001 GEORGIA HERNANDEZ SURVEY, ABSTRACT NO. 753,
cn
w THE GEORGE W. MAIN SURVEY, ABSTRACT NO. 1096
> DRAWN BY CHECKED BY SCALE DATE ✓OB NUMBER
w AND THE JOHN THORNHILL SURVEY, ABSTRACT NO. 1519,
TSR HPB N.T.S. 03/16/2020 3485-18.384 TARRANT COUNTY, TEXAS
CKHMOV "B" o Q 3
PROPOSED —
GRADE 100 YR WSE=662.00
4:1 MAX
PROPOSED
EMERGENCY H=4.16'
SPILLWAY
PROPOSED D=9.06'
WALL
PROPOSED
100—YR HGL —
PDETAIL
P . . . . . . . . . . _
f-
0.5� MIN.
CD FLOW REDUC PROPOSED CONCRETE
o REFE W PILOT CHANNEL
T 'C FL=652.94
m
X POND OUTFALL
ui
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UCTURE DETAIL
3 SCALE
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m 2.00'
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~
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_ c; PROPOSED CONCRETE
w o HEADWALL AT ALL FOUR
u CORNERS CENTER ON
of
PROPOSED 18" RCP
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FLOW REDUCTION PLATE
DETAIL "A—A"
a N TS
co
°p BASED ON THE QllAx DISCHARGE RATE
OF 19.62 CFS FOR THE 100 YR. STORM, ORIFICE SIZE CALCULATIONS
131,649 CF OF VOLUME IS REQUIRED. Q = CAR
M GIVEN POND GEOMETRY, WSE= 662.00
i C = 0.7 (entrance coefficient)
HGL=657.84 H=4.16'
r� A = AREA ORIFICE OPENING (sq Ft)
cID g = 32.2 ft/sec
NOW USE 'H' TO CALCULATE ORIFICE H = 4.16' (WSE TO HGL)
i FOR QMAx FOR 100 YR. STORM. AREA ORIFICE OPENING = 1.71 sq ft
MAX Q THRU ORIFICE = 19.62 cfs
a
2 PLA�E��ETAIL FLOW REDUCERNOT TO S
N o
5054 SOUTH FREEWAY
oc)� STORMWATER FACILITIES MAINTENANCE AGREEMENT
LOTS 1 R & 2, BLOCK 2
o 4060 BRYANT IRVIN ROAD KIMBELL INDUSTRIAL ADDITIONS
APacheco Koch FORT WORTH, TX 76109 817.412.7155 LOCATED IN THE CITY OF FORT WORTH, TEXAS
-- TX REG. ENGINEERING FIRM F-469 AND BEING OUT OF THE
TX REG. SURVEYING FIRM LS-10008001 GEORGIA HERNANDEZ SURVEY, ABSTRACT NO. 753,
w THE GEORGE W. MAIN SURVEY, ABSTRACT NO. 1096
W DRAWN BY CHECKED BY sca�E DATE ✓08 NUMBER AND THE JOHN THORNHILL SURVEY, ABSTRACT NO. 1519,
TSR HP N.T.S. 03/16/2020 3485-18.384 TARRANT COUNTY, TEXAS
" o " o M OIL o D pOO H10
STAGE-STORAGE-DISCHARGE TABLE
STORAGE DISCHARGE OUT
STAGE VOLUME (CFS)
(CUBIC FEET)
653.00 0 0.00
654.00 3996 2.42
655.00 18,722 4.57
656.00 34,722 6.72
657.00 50,652 8.87
658.00 66,663 11.02
659.00 82,755 13.17
CD
a 660.00 98,955 15.32
(N
m 661.00 115,261 17.47
w 662.00 131,649 19.62
3
rn
m
n
m
T
In
m METHODOLOGY. METHODOLOGY. METHODOLOGY:
1) 1 YEAR STORM EVENT 5 YEAR STORM EVENT 100 YEAR STORM EVENT
m DETENTION POND DETENTION POND DETENTION POND
w QA�AA = 7.24 CFS Q-A-= 10.23 CFS QunA sE= 20.04 CFS
CA =0.30 CA =0.30 CA =0.30
=4.06 1 =5.74
A =7.23 A =7.23 A =7.23
3
N
c% 0cus Qassne = CFS
_ =8.81 CFS Qex_ =12.45 CFS Q =20.04 CFS
o 0:'.. =0.18 CFS Q- =2.22 CFS ct5TH4
QA =8.63 CFS QA =10.23 CFS 19.6
N QA =9.62 CFS
n T = LCAab - b T =,2CAa1z- b T = 2CAab - b
u QA QA QA
_J
> C -0.86 C =0.86 C
j A -11.70 A =11.70 A =11.70
o a =95.835 a =170.810 a =322.07
b =13.425 b =19.435 b =24.388
0
Te =41.361 MIN Te =61.376 MIN Te =65.366 MIN
m V- =60[CAa - 42CabAQA) + (W/2)(b-tc)] V- =60[CAe- (2CabAQA) + (QA/2)(b-tc)] V- =60[CAa - (2CabAQA) + (QA/2)(b-tc)]
tc =10 MIN tc =10 MIN tc =10 MIN
a V- =30,388 CF V--- =56,415 CF VP- =97243 CF
n
aV.. =V-. pl./pro v- -V,-.. R./pro V.. p./pro
n
Piaa =1.77 Prep P+eo
� Pro =1.81 Pro =2.40 Pro
o V.- =69,018 CF V -130,536 CF
V.. =29,687 CF
OUTFACE VELOCITY(V) km FT/SEC
OUTFALL VELOCITY(V) = 5.79 FT/SEC OUTFALL VELOCITY(V) = 11.10 FT/SEC
=
Vp- =130,536 CF
0
0
I
O
0 5054 SOUTH FREEWAY
STORMWATER FACILITIES MAINTENANCE AGREEMENT
LOTS 1 R & 2, BLOCK 2
o 4060 BRYANT IRVIN ROAD KIMBELL INDUSTRIAL ADDITIONS
Pacheco Koch
FORT WORTH, TX 76109 817.412.7155 LOCATED IN THE CITY OF FORT WORTH, TEXAS
TX REG. ENGINEERING FIRM F-469 AND BEING OUT OF THE
TX REG. SURVEYING FIRM LS-10008001 GEORGIA HERNANDEZ SURVEY, ABSTRACT NO. 753,
w THE GEORGE W. MAIN SURVEY, ABSTRACT NO. 1096
> DRAWN BY CHECKED BY SCALE DATE JOB NUMBER
w AND THE JOHN THORNHILL SURVEY, ABSTRACT NO. 1519,
TSR HPB N.T.S. 03/16/2020 3485-18.384 TARRANT COUNTY, TEXAS
� Qm
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V CENTERLINE
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00
I € i
PROPOSED
- GROUND
CENTERLINE
an
w 655 E ( 655
Q � —
Cn
PREP. 18"
" STORM PIPE PROP. PILOT
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J
0 {
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645 �n 645
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N N
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c 0 I
c9 _
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—0+50 0+00 0+50
'° 20 S T- 2
o VERTICAL SCALE: 1"=10'
0 30 60 120
0
0 5054 SOUTH FREEWAY
co
GRAPHIC SCALE IN FEET STORMWATER FACILITIES MAINTENANCE AGREEMENT
LOTS 1 R & 2, BLOCK 2
Pacheco Koch FORT WORTH, IRVIN ROAD KIMBELL INDUSTRIAL ADDITIONS
FORT WORTH, TX 76109 817.412.7155 LOCATED IN THE CITY OF FORT WORTH, TEXAS
—----- TX REG. ENGINEERING FIRM F-469 AND BEING OUT OF THE
TX REG. SURVEYING FIRM LS-10008001 GEORGIA HERNANDEZ SURVEY, ABSTRACT NO. 753,
Ili
DRAWN BY CHECKED BY SCALE DATE ✓OB NUMBER THE GEORGE W. MAIN SURVEY, ABSTRACT N0. 1096
1"=60' 03�16�2020 3485-18.384 AND THE JOHN THORNHILL SURVEY, ABSTRACT NO. 1519.
TSR HPB TARRANT COUNTY, TEXAS
aP p " o 90 OI o D 37012H pL &H
I I I
I STA 0+00.00 LINE "ST-1"
BEGIN 48" STORM DRAIN STA 0+31.39 LINE "ST-4"
FL 48" RCP"-655.00 (SW) BEGIN 18" PLATED STORM DRAIN
I N: 6929859.64 REFER TO DETAIL ON SHEET B3
— — E: 2331296.77 FL 18" RCP"=652.94 (E)
N: 6929850.10
/ E: 2331399.03
i
PROP. 48" —=
STORM DRAIN — — —
@ 0.30%
PROP. 18"
STORM DRAIN
Q �
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NN: 6929718.36 I I
E: 2331339.37 _
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m I m
PROP. 48" I
lo STORM DRAIN
0.30% ' II
I
o I JQ
a=
0 20 40 80
0
0 5054 SOUTH FREEWAY
GRAPHIC SCALE IN FEET STORMWATER FACILITIES MAINTENANCE AGREEMENT
ao
LOTS 1 R & 2, BLOCK 2
Pacheco Koch 4060 BRYANT IRVIN ROAD KIMBELL INDUSTRIAL ADDITIONS
AFORT WORTH, TX 76109 817.412.7155 LOCATED IN THE CITY OF FORT WORTH, TEXAS
TX REG. ENGINEERING FIRM F-469 AND BEING OUT OF THE
TX REG. SURVEYING FIRM LS-10008001 GEORGIA HERNANDEZ SURVEY, ABSTRACT NO. 753,
j THE GEORGE W. MAIN SURVEY, ABSTRACT NO. 1096
DRAWN BY CHECKED BY SCALE DATE JOB NUMBER AND THE JOHN THORNHILL SURVEY, ABSTRACT N0. 1519,
TSR HP 1"=40' 03I16I2020 3485-18.384 TARRANT COUNTY, TEXAS
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GRAPHIC SCALE IN FEET 5054 SOUTH FREEWAY
STORMWATER FACILITIES MAINTENANCE AGREEMENT
ID LOTS 1 R & 2, BLOCK 2
0 4060 BRYANT IRVIN ROAD KIMBELL INDUSTRIAL ADDITIONS
Pacheco Koch FORT WORTH, TX 76109 817.412.7155 LOCATED IN THE CITY OF FORT WORTH, TEXAS
---_ TX REG. ENGINEERING FIRM F-469 AND BEING OUT OF THE
TX REG. SURVEYING FIRM LS-10008001 GEORGIA HERNANDEZ SURVEY, ABSTRACT NO. 753,
L THE GEORGE W. MAIN SURVEY, ABSTRACT NO. 1096
> DRAWN BY I CHECKED BY SCALE DATE JOB NUMBER
w TSR HPB 1"=40 03 16 2020 3485-18.384 AND THE JOHN THORNHILL SURVEY, ABSTRACT N0. 1519,
w TARRANT COUNTY, TEXAS
C� ]� o0� aPoaP o Qo OF oD P&WMCO FLU
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O
0 5054 SOUTH FREEWAY
GRAPHIC SCALE IN FEET STORMWATER FACILITIES MAINTENANCE AGREEMENT
LOTS 1 R & 2, BLOCK 2
0 4060 BRYANT IRVIN ROAD KIMBELL INDUSTRIAL ADDITIONS
Pacheco Koch FORT WORTH, TX 76109 817.412.7155 LOCATED IN THE CITY OF FORT WORTH, TEXAS
-- --------. TX REG. ENGINEERING FIRM F-469 AND BEING OUT OF THE
- _ TX REG. SURVEYING FIRM LS-10008001 GEORGIA HERNANDEZ SURVEY, ABSTRACT NO. 753,
Cn
THE GEORGE W. MAIN SURVEY, ABSTRACT NO. 1096
> DRAWN BY CHECKED BY SCALE DATE JOB NUMBER
w AND THE JOHN THORNHILL SURVEY, ABSTRACT NO, 1519,
TSR HPB 1"=4D' 03/16/2020 3485-18.384 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 8
Rev.11/17/2016
Exhibit "D"
Stormwater 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
and
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
vegetation
Location of Erosion
Percent of
vegetation
Condition of trash
guard
Location of Erosion
MAJOR
INSPECTIONS
Condition of
Stormwater Quality
Structure
Type of Stormwater
Quality Structure
Structure type and
Condition
Condition of Rip-
Rap
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