HomeMy WebLinkAboutContract 54451 09/11/2020 CSC No.54451
11:43 AM
DOE #
DRAINAGE CHANNEL
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 10' day of Septem. ZOLO , by
and between BNM Land, LLC and or its' successors or assigns
acting by and through B. Nelson Mitchell, Jr. 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 348,480 square foot tract located in C.K. Gleason
Survey, Abstract 559, the J. Johnson Survey Abstract No 871 and the J. Burleson Survey,
Abstract No. 78 , Fort Worth, Tarrant County, Texas recorded in VOL 6382, PG. 327,
VOL. 8034, PG. 1030, VOL. 12101 PG3 1258 VOL 14240 PG
48 , 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 Palmilla Springs, Phase
5 , 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;
OFFICIAL RECORD
CITY SECRETARY
FT.WORTH,TX
DRAINAGE CHANNEL MAINTENANCE AGREEMENT ,
Rev.712006
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
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
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev.7/2006 2
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 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
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev,712006 3
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 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
Rev.712006 4
Executed this 10 day of September 202-0
Landowner City
City of Fort Worth
a s 9'p
DanaDana Bur�h 1128 CDT)
e: iY11�c �.t(� 'fir. �gr1fF
Assistant�C�ity Manager
Title d
Approved as to Form and Legality
Cl- A,12 LodesAe�raoG�lr
Christ,R.Lopez-Reynold :.....0719:3 CDT)
Assistant City Attorney
ooAUUnb
o F.....d ATTEST
4, °°°0
PVo 8=d
aa� rEXA`�o4p
��b04644
City Secretary
OFFICIAL RECORD
CITY SECRETARY
FT.WORTH,TX
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev.712006
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on September 10,2020 by
Amagu_AAWf 1, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort
worth.
1�9
LAURIE PEQUENO LEWIS Digitally signed by
Notary Public LAURIE LAURIEPEQUENOLEWIS
STATE OF TEXAS
Notary I.D. 132278952 PEQUENO LEWIS Date:2020.09.10
My Comm.Exp.Dec. 10,2023 13:10:11-05'00'
Notary Public,State of Texas
STATE OF TEXAS §
COUNTY OF TARRANT §
cry
Before me, the undersigned authority on this 3 day of u2020,
personally appeared ?� Six, �t GHQ , `fir. , 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 ��2 S� Gi k a A , and that he executed the same as its
�i re_S1 and as the act of such and for the purposes
and consideration expressed in the foregoing instrument.
DONA ALBALANCY
Notary Public
STATE OF TEXAS
M Comm.Ex .Au .29,2023 NotefY Publi , S•ate of Texas
OFFICIAL RECORD
CITY SECRETARY
FT.WORTH,TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev,11/17/2016
Contxact Compli.inu Imana;er
By signing I acknowledge that I xim the person responsible
for the monitoring and administration of this contract,including
ensuring all perfoiznaacc and mpoil ngrequiremtnts,
l � vs
�,�, �.�,-i✓Janie S, tdorales -
Devel+�pq�.ent Szrvices i1i,(an:3ger
OFFICIAL RECORD
CITY SECRETARY
FT.WORTH,TX
EXHIBIT"A"
INSERT LEGAL DESCRIPTION
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7
Rev.V2006
EXHIBIT"A"
"DRAINAGE EASEMENT"
Being 8,000 acres of land in two parts situated in the C.K.Gleason Survey,Abstract No.559,
the J.Johnson Survey,Abstract No. 871 and the J.Burleson Survey,Abstract No. 78,City
of Fort Worth, Tarrant County, Texas, and being a portion of a remainder tract of land
described in deeds to JPMorgan Chase Bank,National Association,successor to Bank One
Trust Company,NA, as Trustee of the Mary Leonard Children's Trust.Madelon Leonard
Bradshaw, Miranda Leonard, and Martha V. Leonard a/lc/a/ Martha Leonard Griffith
according to Volume 6382,Page 327,Volume 8034,Page 1030,Volume 12101,Page 1258
and Volume 14240, Page 48,Deed Records of Tarrant County, Texas (D.R.T.C.T.); and
being more particularly described by metes and bounds as follows;
Part 1
COMMENCING at a 5/8 inch iron rod recovered with cap stamped"TNP',in the east line
of said JPMorgan Chase Bank tract,also being the northwest corner of Lot 68X,Block 14,
Palmilla Springs, an addition to the City of Fort Worth, according to the plat filed in
Instrument #D216151573, Plat Records of Tarrant County, Texas (P.R.T.C.T.), and also
being the south comer of Lot 1 X,Block 8,Palmilla Springs,an addition to the City of Fort
Worth,according to the plat filed in Instrument#D218073564,P.R.T.C.T.
THENCE N 14040'54"W,along the east line of said JPMorgan Chase Bank tract,and along
the west line of said Lot 1X,a distance of 342.01 feet to a 518 inch iron rod recovered with
cap stamped"TNP';
THENCE N 16044'56"W, continuing along the east line of said JPMorgan Chase Bank
tract,and along the west line of said Lot i X,a distance of 729.60 feet to the southeast corner
of proposed Lot 2X,Block 11,Palmilla Springs Addition;
THENCE leaving the west line of said Lot 1 X,over and across said JPMorgan Chase Bank
tract, passing along the proposed south line of said Block 11, of said proposed Palmilla
Springs Addition,the following courses and distances;
S 78°20'03"W,a distance of 461.48 feet;
S 79e21'12"W,a distance of 146.44 feet;
S 68°27'00"W,a distance of 155.67 feet;
S 83°22'29"W,a distance of 140.51 feet;
S 87°03'45"W,a distance of 58.44 feet;
N 89°30'55"W,a distance of 75.82 feet to a 1/2 inch iron rod set with cap stamped
"TNP WC ESMT"(hereinafter all 1/2 inch iron rods set are marked the same)for
the POINT OF BEGINNING of the hereinafter described tract of land;
THENCE leaving the south line of said proposed Block 11,Palmilla Springs Addition,and
continuing over and across said JPMorgan Chase Bank tract, the following courses and
distances;
S 00°29'05"W,a distance of 101.60 feet to a 1/2 inch iron rod set;
S 14°04'28"E,a distance of 379.49 feet to a 1/2 inch iron rod set;
S 69°26'05"W,a distance of 9.21 feet to a 1/2 inch iron rod set;
Sheet 1 of 6
HIS 19193
N 67'22'16"W,a distance of 260.01 feet to a 1/2 inch iron rod set;
N 56°25'12"W,a distance of 172.26 feet to a 1/2 inch iron rod set;
N 89°59'49"W,a distance of 119.76 feet to a 1/2 inch iron rod set;
S 00°52'38"W,a distance of 102.78 feet to a 1/2 inch iron rod set;
S 19°23'33"W,a distance of 82.64 feet to a 1/2 inch iron rod set;
S 34°40'24"W,a distance of 151.72 feet to a 1/2 inch iron rod set;
S 16°00'12"W,a distance of 204.66 feet to a 1/2 inch iron rod set;
S 13°25'57"E,a distance of 280.88 feet to a 1/2 inch iron rod set;
S 75*49'11"W,a distance of 212.14 feet to a 1/2 inch iron rod set;
N 03°25'54"E,a distance of 355.91 feet to a 1/2 inch iron rod set;
N 17°31'08"E,a distance of 155.58 feet to a 1/2 inch iron rod set;
N 35°50'31"E,a distance of 266.62 feet to a 1/2 inch iron rod set;
N 00°25'47"W,a distance of 569.61 feet to a 1/2 inch iron rod set;
N 31°24'26"W,a distance of 126.97 feet to a 1/2 inch iron rod set;
N 59°42'55"W,a distance of 422.25 feet to a i/2 inch iron rod set;
N 30*1705"E,a distance of 41.23 feet to a 1/2 inch iron rod set;
N 59.4P51"W,a distance of 23.52 feet to a 1/2 inch iron rod set;
N 00'18'09"E,a distance of 97.73 feet to a 1/2 inch iron rod set in a proposed south
R-O-W line of said proposed Palmilla Springs Addition;
THENCE S 89032'00"E,along the south line of said proposed R-O-W line of said proposed
Palmilla Springs Addition,and continuing over and across said JPMorgan Chase Bank tract,
a distance of 15.00 feet to a 1/2 inch iron rod set;
THENCE leaving the south line of said proposed R-O-W line of said proposed Palmilla
Springs Addition, and continuing over and across said JPMorgan Chase Bank tract, the
following courses and distances;
S 00'18'09"W,a distance of 89,02 feet to a 1/2 inch iron rod set;
S 59°41'51"E,a distance of 14.85 feet to a 1/2 inch iron rod set;
N 30'17'05"E,a distance of 56.03 feet to a 1/2 inch iron rod set;
S 59°42'55"E,a distance of 472.37 feet to a 12 inch iron rod set;
S 30°53'18"E,a distance of 129.73 feet to a 1/2 inch iron rod set;
Sheet 2 of 6
HIS 19193
S 00'52'38"W,a distance of470.72 feet to a 1/2 inch iron rod set;
S 89'59'49"E,a distance of 65.13 feet to a 1/2 inch iron rod set;
N 65']0'l5"E,a distance of 280.95 feet to a 1/2 inch iron rod set;
N 00'29'02"W,a distance of 100.47 feet to a 1/2 inch iron rod set in the south line
of proposed Block 8 of said proposed Palmilla Springs Addition;
THENCE S 89030'55" E, continuing over and across said JPMorgan Chase Bank tract,
passing along the south line of said proposed Block 8,the south line of a proposed R-O-W
line and along the south line of said proposed Block 11 of said proposed Palmilla Springs
Addition,a distance of 98.59 feet to the POINT OF BEGINNING and containing 323,495
square feet or 7.426 acres of land.
Part 2
COMMENCING at a 5/8 inch iron rod recovered with cap stamped"TNP',in the east line
of said JPMorgan Chase Bank tract,also being the northwest comer of Lot 68X,Black 14,
Palmilla Springs, an addition to the City of Fort Worth, according to the plat filed in
Instrument#D216151573, Plat Records of Tarrant County, Texas (P.R.T.C.T.), and also
being the south comer of Lot IX,Block 8,Palmilla Springs,an addition to the City of Fort
Worth,according to the plat filed in Instrument#D218073564,P.R.T.C.T.
THENCE N 14040'54"W,along the east line of said JPMorgan Chase Bank tract,and along
the west line of said Lot 1 X,a distance of 342.01 feet to a 5/8 inch iron rod recovered with
cap stamped"TNP';
THENCE N 16044'56" W, continuing along the east line of said JPMorgan Chase Bank
tract,and along the west line of said Lot 1X,a distance of 729.60 feet to the southeast corner
of proposed Lot 2X,Block 11,Palmilla Springs Addition;
THENCE leaving the west line of said Lot IX,over and across said JPMorgan Chase Bank
tract, passing along the proposed south line of said Block 11, the proposed south line of
Right-of-Way (R.-O-W), the south and west lines of proposed Block 8, all within said
proposed Palmilla Springs Addition,the following courses and distances;
S 78'20'03"W,a distance of 461.48 feet;
S 79'21'I2"W,a distance of 146.44 feet;
S 68'27'00"W,a distance of 155.67 feet;
S 83'22'29"W,a distance of 140.51 feet;
S 87103'45"W,a distance of 58.44 feet;
N 89'30'55"W,a distance of 264.41 feet;
N 00'29'02"E,a distance of 293.30 feet to the beginning of a tangent curve to the
left, whose radius is 460.00 feet and whose long chord bears N 08'19'51" W, a
distance of 140.98 feet;
Along said curve in a northwesterly direction through a central angle of 17'37'46",
an arc distance of 141.54 feet to the end of said curve;
Shcet 3 of 6
HIS 19193
N 17°08'44"W,a distance of 20.41 feet to the beginning of a tangent curve to the
right, whose radius is 607.00 feet and whose long chord bears N 08°25'17"W, a
distance of 184.13 feet;
Along said curve in a northwesterly direction through a central angle of 17°26'53",
an arc distance of 184.85 feet to the end of said curve;
N 00'18'09"E,a distance of 49.18 feet;
N 89°41'51"W,a distance of 74.42 feet to a U2 inch iron rod set with cap stamped
"TNP INC ESMT"(hereinafter all 1/2 inch iron rods set are marked the same) for
the POINT OF BEGINNING of the hereinafter described tract of land;
THENCE leaving a south line of said proposed Block 8, Palmilla Springs Addition, and
continuing over and across said JPMorgan Chase Bank tract, the following courses and
distances;
S 00°18'09"W,a distance of 18.90 feet to a 1/2 inch iron rod set;
S 06*41'l5"W,a distance of 242.75 feet to a 1/2 inch iron rod set;
N 46°25'59"W,a distance of 187.19 feet to a 1/2 inch iron rod set;
N 32°30'30"E,a distance of 153.27 feet to a 1/2 inch iron rod set;
S 89*41'5 i"E,a distance of 7.54 feet to a 1/2 inch iron rod set;
N 00°18'09"E,a distance of 2.15 feet to a 1/2 inch iron rod set in the south R-O-W
line of a proposed R-O-W line of said Palmilla Springs Addition;
THENCE S 89°41'51"E, passing along the south line of said proposed R-O-W line and
along a proposed south line of said Block 8 of said proposed Palmilla Springs Addition,a
distance of 74.08 feet to the POINT OF BEGINNING and containing 24,993 square feet or
0.574 of an acre of land.
PRELIMINARY-THIS DOCUMENT SHALL NOT BE RECORDED FOR
ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED
UPON AS A FINAL SURVEY DOCUMENT - RELEASE DATE MAR. 31,
2020
March 31,2020.
Theron W.Sims,R.P.L.S.
Texas Registration No.5887
Surveyed on the ground April_,2020.
1. The Basis of Bearings for this survey is the Texas Coordinate System, North Central Zone
NAD83)derived from GPS observations based on Texas Department of Transportation Regional
Reference Points.
2.Integral parts of this survey.
a.Legal Description
b.Sketch
Shcct 4 of 6
HIS 19193
20 1 17 is 41 NOTES.
17 1
.............. O.B 1) The Basis of Bearings for ths survey is the Tayss
PROPOSED PALMILLi SPRINGS 'ni— 40
ADD PART 2 I 4(D Coordinate System,North Central 7one NAD83)derived from
............ ............. .................. GPS observations based on Texas Department of
i . I . -- -1 •39
j DRAINAGE ESWT. Transportation R"bral Reference Points
'1 10
1 2 1 J 1 4 6 1 6 7 8 9 �7
2 1 1 1 i .......... ja 2)AD easement comers shown hereon marked with 1;2 inch
.. j 1 6 -- Iran rods set with cap stamped'TNP NC ESMT.
..j_j j It
1-2 • 37
-—------ Alp cc
4 L29;j Marogolparty mere shown hereon marked with&8 in
you gel Wen,cap stamped-TNP*(unless otherwise
PART 2 as noted),
DRAINAGE ESWT.
1 4)Integral parts of this survey;
(0.574 AC.) - 1 is a.Legal Description
Y&, V11, -1 b.Sketch
9.
t, 01 J4
C14
to
10 @
4.4 0-
o, SCALE 1"=200'
A
U0
'0
d, ............ To
29
fX
�g 28 I is
I� 10%a A ___.`'_.......IPROPO-50 PALVILLA
SPRINGS AD1,1171ON
............. ..........
26
joW T40- r,
4
LU i
i 25
1 8 7 6
to LS I L6
Una Direction Length
LI NI440'54"W 342,01-
:2! 12
L2 NIV44'56'W 729.60' 4
a O.B.
L3 S78'20'03'W 461.48'
K
L4 S79'21'12'W 148.44- lizi A PART I
k:
Q.11 z PART I DRAINAGE ESM'T. DRAINAGE ESA4r.
L5 S611`27-00-W 1 155.67-
M 11 an
L6 S83'22'29'W 140.51'
L7 S87'03'45W 58.44 7 (7.426 AC.)
LS
L S N89'30'55W 264.41 V4
Lg N00'29'02'E 293.30'
N I 7'08'44W 20.41' fo-/4 1-10 11 r
1-�
L1 i N00`1 8'09'E 1 49.18' Z60.016
L12 N89'30'55-W 75.82' A), -A--Ll 4
L13 SOO'29'05'W 101.60' /,Ib
467 7 PRELIMINARY-THIS DOCUMENT SMALL NOT
Li S69'28'05-W 9.2 V 40/ BE RECORDED FOR ANY PURPOSE AND
!
L15 N89'59'49'W 119.76' USED OR VIEWED OR RELIED
1 * ASA SHALL NOT BE INAL SURVEY
L16 S00*52'38W 102.78' A 1 UPON RELEASE DATE MAR.31,2020DOCUMENT-
L17 SI6*23'33W 82.64' THERON W. SIMS, R.P.L.S.
L18 S34'40'24W 151.72' ry- TEXAS REGISTRATION NO. 58B7
LI9 N30•I 7'05'E 41.23
Date: Mar. 31, 2020
Surveyed on the ground
L20 N59'41'51'W 23,52
so
L21 NDO*18'09*E 97.73-
L22 S89'32'00'E 15,00-
id 61,fASO�0. 559
, 1
L23 S00`18'09'y? 89.02' 1.
U)
L24 S59'41'51"E 14.85' C4 APPROX. SURVEY LINE A13
,
L25 NJO'l 7'05'E 56.03' Z
L26 589*59'49'E 65.13'
Curve Length Radius Delta Chord Bearing Chord
L27 N00.29'02'E 100.47- ci 141.54' 460.00'1 1737'46' N08'19'51"W 140.98,
L28 SSS-30-55-E 98.59- I C2 124,85-1807.00-11726-53- No8m-17-W ila4.f3'-
L29 11489*41'51'W 74.42' JPMorgon Chose Bank, N.A., Trustee of the Mary Leonard
L30 SOT18,09,w 18.90' Children's Trust, JPMorgon Chose Bank, N.A., Trustee of
- the Miranda Leonard Trust ///, Madeion Leonard 8radshow,
L31 N3T30'30'E 153.27- and Mortho Leonard Griffith, oka Martha V. Leonard
VOL. 6J82, PG. 327, VOL. 804, PG. 100, Vol, 12101,
L32 S89'41'51"E 7.54' Pg. 1258, Vol. 14240, Pg. 48, D.R.TC.T.
L33 N0(YI8'09'E 2.15- (REMAINDER TRACT) EXHIBIT"B"
589'41'51*E 74.08'fs 01� IZV- , i
DRAINAGE EASEMENT
13LTA, Situated in the C.K. Gleason Survey, Abstract No. 559, the J. Johnson
Survey,Abstract No.871 and the J.Burleson Survey,Abstract No.78,City
of Fort Worth,Tarrant County,Texas.
L-5) an
League nail & per ins
5237 N.Riverside Drive,SuRe 100
Fort Worth,Texas 76137
tnp 817.336.5773 ph 817.332.7756fx
Il,J08 No. HIS 1919J .11ripinc,com/TBPELS Registration No.100116-00 SHEET 5 OF 6
NOTES:
"\ /
1)The Basis of Bearings for this survey Is the Texas Coordinate 1 I 28
System,Nonh Central Zone NAD83)derived from GPS Observations
based on Texas Department of Transportation Regional Reference I I / 27 /
Points,
2)AN easement comers shown hereon marked wkh 12 inch Iron rods
set w'[h cap stamped'TNP INC ESMr, I
31A com"ae
waRomdPown hereon mad(ed with 58 inch ion rods sat
p
(unless otherwise noted). I 1 33
f I 32 / r
.t)Integral parts o/this survey. /
a,Legal Description I I /
I
b.Sketch I i
LOT IX, BLK. B.
H.OA PRIVATE HOA,/DEVELOPER
OWNED & MAINTAINED OPEN SPACE--_ 1 1
i INST /021607J564
P,R.T.C.T.
I p
I 2k ' SE OR
��
PRCPOSED 1j�AiL SCALE 1"=200'
PALdr1L A, SPRINGS
AODITON
FAQ
� I O,TTE6
I JPMargon Chose Bonk, N.A., Trustee o/ the Mory Leonard
(� Children's Trust JPMorgan Chose Bank, Nit„ Trustee of t
y3 ! the Miranda Leonard Trust 111, Madelon Leonard Bradshaw, t
I and Mortho Leonard Griffith, ako Mortho V. Leonard I I
VOL. 6J82, PG. 327, VOL. 8034, PG. 1030, Vol. T2101, t
Pg. 1258, Vol. 14240, Pg. 48. D.R.r.C.T. p` LOT IX, BLK, 8, 1
(REMAINDER TRACT) d H.OA PRIVATE
Z 51 HavoivELOPER OWNED it
I U MAINTAINED OPEN SPACE
Z1 INST.p R.T.C,T. t
of 1
! 1 \
w 5/6"!R RECOVERED
o WITH CAP STAMPED
S�Rv "ROL
C ASOo 559 ? 1
J t
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EXHIBIT 11B" \
DRAINAGE EASEMENT
Situated in the C.K.Gleason Survey,Abstract No.559,the
J. Johnson Survey, Abstract No. 871 and the J. Burleson
Survey, Abstract No. 78, City of Fort Worth, Tarrant
County,Texas.
teague nail & per ins
5237 N.Riverside Suite 100
Fora Worth,Texasxas 76137
817.336.5773 ph 817.332.7756 fx
JOB No. HIS 1919J tnp
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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 MAINTENANCE/LNSPECTION
• 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 g
Rev.7/2006
Exhibit "D"
Drainage Channel Structural Maintenance CHECKLIST
FREQUENT DATE REPAIRS REPAIRS NOTES
INSPECTION RE UIRED MADE
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
and
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
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