HomeMy WebLinkAboutContract 50264 CITY SECRETARY
CONTRACT NO. �P
DOE # N/A
cy ti o4
DRAINAGE CHANNEL
Q�� o�� MAINTENANCE AGREEMENT
C..)Ile
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I Ot 6 THIS AGREEMENT, made and entered into this�ay of a ��by
and between LIT Millenium, Inc. ,acting by and through LIT Milleniu , Inc. ,
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 913,421 square foot tract located in the Lorenzo D. Burnett Survey,
Abstract No. 177 and the Payton R. Splane Survey, Abstract No. 1454, Fort Worth,
Tarrant County, Texas according to the Deeds recorded in D217146376 and D218015706,
Deed Records, Tarrant County,Texas,hereinafter called the "Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property
according to the Site Plan/Subdivision Plan known as Cardinal Glass ,
hereinafter called the "Plan', which is expressly made a part hereof, as approved or to be
approved by the City and the Landowner provides for management of storm water within
the confines of the Property; and;
WHEREAS, the City and the Landowner, and their successors and assigns, agree
that the health, safety and welfare of the residents of the City of Fort Worth, Texas require
that on-site Drainage Facilities be constructed and maintained on a portion of the Property;
and;
WHEREAS,the City requires that on-site Drainage Facilities ("Facility") as shown
on the Plan be constructed and adequately maintained by the Landowner, its successors
OFFICIAL RECORD
DRAINAGE CHANNEL MAINTENANCE AGREEMENT CITY SECRETARY
Rev.V2006
FT.WORTH,TX
and assigns, the location and dimensions of which is shown and more particularly
described by metes and bounds in the attached Exhibit"A" ("Facility Property"); and;
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner, its successors and assigns, shall adequately construct and
maintain the on-site Drainage Facility ("Facility") at no expense to the City of
Fort Worth in accordance with the design specifications for the Facility,
attached as Exhibit `B", and the current standards then in force and effect in
the City of Fort Worth and with the Operations and Maintenance Plan attached
to this Agreement as Exhibit "C". The Drainage Facility includes all pipes,
channels or other conveyances built to convey storm water to the facility, as
well as all structures, improvements, and vegetation provided to control the
quantity and quality of the storm water. Adequate maintenance is herein
defined as good working condition so that these facilities are performing their
design functions. The Drainage Channel Structural Control Maintenance
Checklists, attached to this Agreement as Exhibit "D", are to be used to
establish what good working condition is acceptable to the City.
2. The Landowner, its successors and assigns, shall inspect the Facility and
submit an inspection report to the City annually. The purpose of the inspection
is to assure safe and proper functioning of the Facility. The inspection shall
cover the entire Facility, berms, outlet structure, pond areas, access roads, etc.
Components of the Facility, which need maintenance or replacement to
perform their design function, shall be noted in the inspection report along with
the corrective actions to be taken.
3. The Landowner, its successors and assigns, hereby grant permission to the
City, its authorized agents and employees, to enter upon the Property and to
inspect the Facility Property whenever the City deems necessary. The purpose
of inspection is to follow-up on reported deficiencies and/or to respond to
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2
Rev.7/2006
citizen complaints. The City shall provide the Landowner, its successors and
assigns, copies of the inspection findings and a directive to commence with the
repairs if necessary.
4. In the event the Landowner, its successors and assigns, fails to maintain the
Facility in good working condition acceptable to the City, the City, its
authorized agents and employees, may enter upon the Facility Property and
take whatever steps necessary to correct deficiencies identified in the
inspection report and to charge the costs of such repairs to the Landowner, its
successors and assigns. It is expressly understood and agreed that the City
is under no obligation to routinely maintain or repair said Facility, and in
no event shall this Agreement be construed to impose any such obligation
on the City,such obligation is Landowner's.
5. The Landowner, its successors and assigns, will perform the work necessary to
keep the Facility in good working order as appropriate. In the event the City
pursuant to this Agreement, performs work of any nature, or expends any funds
in performance of said work for labor, use of equipment, supplies, materials,
and the like, the Landowner, its successors and assigns, shall reimburse the
City upon demand, within thirty (30) days of receipt thereof for all actual costs
incurred by the City hereunder. In the event that Landowner or its successors
or assigns fail to pay the City for the costs incurred under this section, the City
shall impress a lien for the costs of such work upon other lots owned by the
Landowner. Such lien shall be perfected by filing in the office of the County
Clerk of Tarrant County, Texas an affidavit identifying the property to be
charged with such lien, stating the amount thereof, and making reference to
this Agreement.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE
AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND
THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3
Rev.7/2006
EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION
WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE
FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE
FACILITITY PROPERTY TO MAINTAIN THE BED AND BANKS OF
THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS
A RESULT OF ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TO (1) FLOODING OF THE CHANNEL AND ITS
BANKS, (2) SLOPE FAILURE OF THE BANK OF THE CHANNEL,
AND (3) AND FAILURE OF THE CHANNEL AND ITS BANK TO
OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT
WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR
OBLIGATIONS HEREUNDER.
7. Landowner covenants and agrees that no habitable building shall be erected
within the drainage channel outlined on Exhibit "A" but this paragraph shall
not preclude construction of other improvements within the drainage channel,
which do not impede drainage. Landowner covenants and agrees that no
habitable building shall be erected on the above property abutting such
easement which shall have a finished floor at an elevation less than two feet
above the maximum depth of water in the detention pond which would occur
during a 100 year frequency flood.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, and shall constitute a covenant running with the land, and shall be
binding on the Landowner, its administrators, executors, assigns, heirs and any
other successors in interests, including any property owners association.
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4
Rev.7/2006
Executed this / ` t li day of 20/O.
Landowner City
LIT- "'ilenium, Inc. City of Fort Worth
e-ec ,
Name,_Wm J•Q\_m?Q
U_A� � Assistant City Manager
Title
Approved as to Form and Legality
(iov L `cif r
A ssistant City Attorney
ATTEST
at �y OFF
Cit Sec eta ;
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,may
1AS.
OFFICIAL RECORD
DRAINAGE CHANNEL MAINTENANCE AGREEMENT CITY SECRETARY
Rev.7/2006 FT.WORTH,TX 5
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me o C by
•Chia Assistant City Manager of the City of Fort Worth,an behalf of the City
of Fort Worth.
MARIA EZ
S.SANCH
My Notary ID#2256490
Expires December 19,2021 Nota Public, State of Texas
STATE OF TEXAS §
COUNTY OF 1-Mkm `n §
Before me, the undersigned Notary Public in and for said County and State, on this day
personally appeared M til) A. C,LIDUTOL) of LIT Millenium,
Inc., known to me to be the person whose name is subscribed to the foregoing instrument
and acknowledged to me that he executed the same for the purpose and considerations
therin expressed. ll
Given under my hand and seal of office this the day of U F}N Ufl-12-t/
2201�8..
( Q�J- �
Notary Public, State of Texas n G
My commission expires
ary Public, State of Texas
LESLIE C. ELKINS
`��PpV Pvei'i
_, Ln:Notory Public,State Of Texcs
.+Pa Comm.Expires 01-08-2018
Notary ID 128323241
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6
Rev.7/2006
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 reporting requirements.
Janie S. Morales
Development Manager
EXHIBIT"A"
LEGAL DESCRIPTION FOR
FLOODPLAIN EASEMENT
All that certain lot, tract, or parcel of land, situated in a portion of the Lorenzo D. Burnett
Survey,Abstract No. 1697 and the Payton R. Splane Survey,Abstract No. 1731, City of Fort
Worth, Tarrant County, Texas,being a part of that certain called 16.000 acre tract described in a
deed to LIT MILLENIUM, Inc. recorded in Instrument No. D217146376 of the Deed Records of
Tarrant County, Texas (DRTCT),part of that certain called 5.004 acre tract described in a deed
to Total E&P USA Real Estate, LLC recorded in Instrument No. D216266570 (DRTCT), and
being more completely described as follows,to-wit:
COMMENCING at a 1/2" capped iron rod found stamped"Pacheco Koch"for the Southwest
corner of said 16.000 acre tract, the Northwest Corner of Lot 3BR, Block A of Meeker Addition
recorded in Cabinet A, Slide 8257 of the Plat Records of Tarrant County, Texas (PRTCT), and
being in the East right-of-way line of Trinity Boulevard (120 feet right-of-way width), from
which a 5/8" capped iron rod found stamped"KHA"for the Southeast corner of said 16.000 acre
tract bears North 89 deg. 10 min. 34 sec. East—516.56 feet;
THENCE South 89 deg. 10 min. 34 sec. East, departing said East right-of-way line and continue
along the South line of said 16.000 acre tract and the North line of said Lot 3BR, a distance of
145.45 feet to the TRUE POINT OF BEGINNING;
THENCE North 51 deg. 04 min. 01 sec. West departing said North and South lines, a distance of
81.88 feet;
THENCE North 06 deg. 17 min. 43 sec. East, a distance of 60.15 feet;
THENCE North 81 deg. 17 min. 53 sec. East, a distance of 74.65 feet;
THENCE North 26 deg. 06 min. 59 sec. West, a distance of 79.80 feet;
THENCE North 71 deg. 29 min. 20 sec. West, a distance of 193.34 feet;
THENCE North 07 deg. 34 min. 50 sec. West, a distance of 145.56 feet;
THENCE North 47 deg. 51 min. 10 sec. West, a distance of 74.64 feet to the West line of said
16.000 acre tract and the East right-of-way line of said Trinity Boulevard, said point being a
Point of Curvature of a non-tangent circular curve to the right, having a radius of 976.00 feet, a
central angle of 01 deg. 40 min. 22 sec., being subtended by a chord which bears North 01 deg.
21 min. 34 sec. West-28.50 feet;
THENCE in a northerly direction along said curve to the right,the West line of said 16.000 acre
tract, and the East right-of-way line of said Trinity Boulevard, a distance of 28.50 feet to a 5/8"
capped iron rod found stamped "PATE";
Page 1 of 5
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THENCE North 00 deg. 34 min. 35 sec. West along said West line and East right-of-way line, a
distance of 18.68 feet;
THENCE North 89 deg. 28 min. 37 sec. East departing said West line and East right-of-way line,
a distance of 35.02 feet;
THENCE North 00 deg. 29 min. 53 sec. West, a distance of 390.34 feet;
THENCE North 00 deg. 57 min. 34 sec. West, a distance of 65.00 feet;
THENCE North 08 deg. 00 min. 13 sec. East, a distance of 321.11 feet;
THENCE North 00 deg. 56 min. 56 sec. West, a distance of 196.37 feet to the North line of said
5.004 acre tract;
THENCE South 89 deg. 23 min. 42 sec. East along said North line, a distance of 80.03 feet;
THENCE South 00 deg. 56 min. 56 sec. East departing said North line, a distance of 177.02 feet;
THENCE South 28 deg. 04 min. 34 sec. East, a distance of 129.79 feet;
THENCE South 36 deg. 00 min. 45 sec. West, a distance of 112.87 feet;
THENCE South 00 deg. 31 min. 23 sec. East, a distance of 749.59 feet;
THENCE South 71 deg. 29 min. 20 sec. East, a distance of 121.50 feet;
THENCE South 29 deg. 38 min. 53 sec. East,a distance of 224.98 feet;
THENCE North 66 deg. 04 min. 33 sec. East, a distance of 132.09 feet;
THENCE South 84 deg. 25 min. 59 sec. East, a distance of 116.34 feet;
THENCE South 00 deg. 49 min. 26 sec. East a distance of 137.11 feet to the South line of said
16.000 acre tract;
THENCE South 89 deg. 10 min. 34 sec. West along said South line, a distance of 344.39 feet to
the POINT OF BEGINNING, containing 206,326 square feet or 4.737 acres of land, more or
less;
Bearings are referenced to Texas State Plane Coordinate System,
North Central Zone (4202), North American Datum of 1983 as
Derived from GPS observation.
...
Exhibit map attached and made a part hereof. .JOFIN N. ROOM
6372
SZ,
Page 2 of 5
E:\10752-Riverpark Seefried\LOGO\GM EASEMENTS\FPE1.docx 1/23/2018
'T MATO H Idles SMSHBBT 4
\ CALLED 16.0010 AO ES
LIT MILL80M BC.
N 71 °29'20" W ° BET. AV. D217146376
193.34' �A �p�s DA.T.c.T. L10
0
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cmc
\ --
145.45'
- S $9°1034" W 344.39'
POINT OF FLOOD MIAr�'f4SF1fTAT I
COMIV MCING ,906,&96 7V FT. /4.737 AC.
1/2" C.I.R.F. \ POW OF
"PACHECO KOCH\ \ BEGINNING
\ I
FB4ABWXR
AEE707 LOT -31%
bLOEW A LW ��
120 \ CAB. A, SL. 7258
P.R.T.C.T.
LINE TABLE
LINE BEARING DISTANCE �
Ll N51*04'0 1"W 81.88' \ X
aLOLW
L2 N06°17'43T 60.15' \ LOT 394 VDIT1 A
AE9CER ALI7ITIlirV
L3 N81'17'531 74.65' O \\ CAB. A, SL. 8257
L4 N26'06'59"W 79.80' \ l' PA.T.C.T.
L5 N47°51'10"W 74.64'
L6 N00*34'35"W 18.68' \
\ � BEARINGS ARE REFERENCED I
L7 N89'28'37T 35.02' \ TO TEXAS STATE PLANE
LB N00°57'34"W 65.00' \ COORDINATE SYSTEM,
NORTH CENTRAL ZONE
L9 S89°23'42"E 80.03' \ O \ (4202 ), NORTH AMERICAN
1-10 S84'25'59TE 116.34' \ DATUM OF 1983 AS DERIVED
FROM GPS OBSERVATION. o
\ a
MVB TABLE
GRAPHIC SCALE 1 "=100 ' 5
CURVE I RADIUS ARC I DELTA CHORD BEARING CHORD I I a
J f
C1 976.00' 28.50' 1'40'22" NO1°21'34"W 1
28.50' 0 100 200
EXHIBIT ON MAP SHOWING Q
A FLOODPLAIN EASEMENT,
SITUATED IN A PORTION OF THE
LORENZO D. BURNETT SURVEY,ABSTRACT NO. 1697,
PAYTON R.SPLAINE SURVEY,ABSTRACT NO. 1731,
CITY OF FORT WORTH,TARRANT COUNTY,TEXAS cn
(300DWW1 Job No. 1 10752 Scale 1" = 100' Sheet '•,
\ � � Drafted D.MD. Checked, J.NA. 3 %J" N��
N. ROGERS
CML ENGINEERS-PLANNERS--SURVEYORS •6372 .ev:
Surveyed on the Ground, 10/07/2017 SZd'
2405 Mustang Drive,Grapevine,Twm 76051 of �.� •••• '
Metro(817)329-4373 Date Prepared i 01/18/2018 �•
T6PE REGISTRATION#F-2944 5 w
TWLS#100217W Revised i Revised i Date Signed i 1/23/2018
yMATCH LM SHEDS
m GRAND RIVER ' co -
c„)_ LORENZO D. DURNETT SURVEY
-� r' _ ABSTRACT NO. 1697
U:) m — — — - - -
CD PAYTON R. SPLANE SURVEY
5/8" C.I.R.F. I ap m ABSTRACT NO. 1731
"PATE"
I
Z
I m FLOODPWAT AWSU(TAT
I IIngi6 206,326 SQ. FT /4.737 AC.
?UO
cn
3
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O I BEARINGS ARE REFERENCED
i TO TEXAS STATE PLANE
m I O W COORDINATE SYSTEM,
` Z _ NORTH CENTRAL ZONE
rT (4202 ), NORTH AMERICAN
CU DATUM OF 1983 AS DERIVED
Z FROM GPS OBSERVATION.
C�
GRAPHIC SCALE 1 "=100 ' I o
I I Cn
0 100 200 '
L6 L7 CALLED 16.000 ALAS
5/8" C.I.R.F. LIT MILLENIM AC.
"PATE" �' A6T. AV. 0217146376
v DR.T.C.T.
I
cli
I
. . 120' R/W W
aqaC, 3
�g i 60' o �00
I--Q m 60' 1 S �1 2gs� m cv,U o
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SEE IRM E S FOR , ' z 193.3q• a
SNE MM CI IME TABLE ' 1 2g 2 CL
J
EXHIBIT"A"MAP SHOWINGMAMI IAB SM MT 3 0
A FLOODPLAIN EASEMENT, 0
SITUATED IN A PORTION OF THE
LORENZO D. BURNETT SURVEY,ABSTRACT NO. 1697,
PAYTON R.SPLANE SURVEY,ABSTRACT NO. 1731,
CITY OF FORT WORTH,TARRANT COUNTY,TEXAS a �'
Y
cL
Job No. 1 10752 Scales i" 100' Sheet F '•
� LL Drafted i DAA). Checked J.NA. 4 .IO... N...R06ER8
6372 .�• '
CML ENGINEERS-�PLANNERS–SURVEYORS P: cli
2405 Mustang Drive,Grapevine,Texas 78051 Surveyed on the Ground 10/07/2017 o f � s1LO
Metro(817)329-4373 Date Prepared 01/18/2018
TBPE REGISTRATION#E F-2944 5
TBPLS#E 100217W Revised i Revised Date Signed 1 1/23/2018
GRAPHIC SCALE 1 "=100 '
BEARINGS ARE REFERENCED
TO TEXAS STATE PLANE
COORDINATE SYSTEM, SEE PAGE 8 FOR
NORTH CENTRAL ZONE UNE AND CUHVETAM 0 100 200
(4202 ), NORTH AMERICAN
DATUM OF 1983 AS DERIVED
FROM GPS OBSERVATION.
Cm 6F FogT KWTH
Va. 7724 PG. 1848
D.R.T.C.T.
CORNER FROM WHICH A CORNER FROM WHICH A
"X" CUT FOUND BEARS iI2" C.I.R.F. "ILLEGIBLE" BEARS
506'06'T F - 1.2E AND 507'24'32"W - 1.04' AND
A "X' CUT FOUND BEARS A 1/2" I.R.F. FOUND BEARS
� N34'26'07"W - 0.73'
N18'43'08"E - 11.31'
L9 S 89'23'42" E 496.77'
- - - - � v - - � 0 50.08. - - - -
LU CALLED 5.004 AQ:ES
I I l 3 TOTAL E0 USA WEAL ESTATE LLC
cp-
BET. AV. LL 266670
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VARIABLE e��— _DEED LINE _
WIDTH I Z ��<O��y2•
I VARIAIALE a
RAW I S 00 °31'23" E CL
I 749.59' a
MATH LM SHAT 4 I MATH LM SEESTT 4 _jLQL-
EXHIBIT OR MAP SHOWING 0
A FLOODPLAIN EASEMENT, 42
SITUATED IN A PORTION OF THE
LORENZO D. BURNETT SURVEY,ABSTRACT NO. 1697, w
PAYTON R.SPLANE SURVEY,ABSTRACT NO. 1731,
CITY OF FORT WORTH,TARRANT COUNTY,TEXAS
Y
1.
(300DV N1 Job No.i 10752 Scale 1" = 100' Sheet .'. CL
A TOP-(ZTPT A Tr Drafted D.M.D. Checked JNA. 5 %X*IN N. ROGERS
CML ENGINEERS--PLANNERS--SURVEYORS '6372PCIA
v:
2405 Mustang Drive,Grapevine,Texas 76051 Surveyed on the Ground 10/07/2017 o f �' si. LO
Metro(817)329-4373 Date Prepared 1 01/18/2018
TBPE REGISTRATION#F-29445 w
TBPLS#10021700 Revised i —IRevisedi I Date Signed t if23(2018L
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Exhibit "C"
CITY OF FORT WORTH DRAINAGE CHANNEL FACILITY
OPERATION AND MAINTENANCE PLAN
The only responsibility the City of Fort Worth has in the operation and
maintenance of this Facility is inspection.
General Maintenance Procedures
The structural and functional integrity of the Facility shall be maintained at all times by
removing and preventing drainage interference, obstructions, blockages, or other adverse
effects into, through, or out of the system.
Periodic silt removal shall occur when standing water conditions occur or the pond's
storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin
returned to original lines and grades shown on the approved engineering plans. In
addition, corrective measures are required any time a basin does not drain completely
within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in
basins designed for dry detention purposes.
Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary
to maintain proper operation of the basin. Disposal shall be in accordance with federal,
state and local regulations.
Detention facilities shall be mowed monthly between the months of April and October or
anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream storm sewer system a wire
mesh screen or similar screening device shall be installed over the outlet until final
acceptance.
4. PREVENTIVE MAINTENANCEANSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log should
document the condition of the detention system's primary components, mowing,
and silt, litter and debris removal dates. Document aeration of the basin bottoms
and replanting to prevent the sealing of the basin bottom.
• Written maintenance and repair records shall be maintained by the party or
parties signing the attached Agreement and shall be provided to the City upon
request.
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 8
Rev.7/2006
Exhibit "D"
Drainage Channel Structural Maintenance CHECKLIST
FREQUENT REPAIRS REPAIRS
INSPECTION DATE REQUIRED MADE NOTES
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Channel
Amount of silt in
and
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
vegetation
Location of Erosion
Percent of vegetation
Condition of trash
guard
Location of Erosion
MAJOR
INSPECTIONS
Condition of Storm
Water Quality
Structure
Type of Storm Water
Quality Structure
Structure type and
Condition
Condition of Rip-Rap
Condition of filtration
system
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 9
Rev.7/2006
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 10
Rev.7/2006