HomeMy WebLinkAboutContract 50129 X23 4 5 6 '�9
Q� jo CITY SECRETARY
RECEIVEDCi N oject#100549
CONTRACT NO.
JAN - 2018
CITY OF FLAT WOATH �
CIN SECRETARY DRAINAGE CHANNEL
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this �d'n�k day of 1 a by
and between Pate Ranch Single Family, L.P., acting by and through Julian Hawes 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 90,792 square foot tract located in the J. Heath Survey, Abstract 641, Fort
Worth, Tarrant County, Texas according to the deed recorded in County Clerk Document
No. D215248528, 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 Tavolo Park(City Project#100549),
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
CITU'SECRET�AvRY
DRAINAGE CHANNEL MAINTENANCE AGREEMENT FT'MRTHf T X
Rev.712006
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 day of 2017.
Landowner City of Fort Worth
Pate Ranch Single Family, L.P. Jesus J. Chapa
a Texas Limited Partnership Assistant City Manager
By: PRA Pate Ranch GP, LLC
a Texas Limited Liability Company Approved as to Form and Legality
it's Administrator
By:< %-
N : J i awe r. ssistant City-
Ti 1 : ice Pr sident
a G
Attest
, FpRT�
ity Se ret Al
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M&C:
1295: _
®FPICIAL UCOjW
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4.WOUN,TX
DRAINAGE CHANNEL MAINTENANCE AGREEMENT CJ
Rev.7/2006
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on Zo 1 t by
Jesse J. Chapa, Assistant City Manager of the City of Fort Worth, on ehalf of the City of
Fort Worth.
nU""' TRIKINYA L JOHNSON /
: PpV' 8'�'
`-,--_Notary Public, State of Texas
4'i.•'•"'Pcomm, Expires 04-17.2013 Notary Vublic, S e of Texas
7,Q,••••tib``.
Notary !D 1238832-0
STATE OF TEXAS §
COUNTY OF TARPAN PALL,& §
Before me, the undersigned authority on this W-"-day of 1 '^'V&"'ate, 2017
personally appeared Julian Hawes, Jr., known to me to be the person whose name is
su c riled to o the,foregoir}g int rur and acknowledged to me that the same is the act of
and that he executed the same as its
>r1i ve anb as the a t of such el(j h,P and for the purposes and
consideration expressed in the foregoing instye
Public, Skate of Texas
KRISTIN TARRENCE
. .n_Notary Panic State of Texas
•����oFt``�P Comm. Expires 01-07-2019
Notary ID 130068923
OFFICIALT.
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
ens 7: al i perf ance and reporting equirements.
/ v
Janie S orales
Development Manager
OFFICIAL RECOIL®
CITE'SECRETARY
FT. WORTH,TX
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7
Rev.7/2006
EXHIBIT "A "
PERMANENT DRAINAGE CHANNEL FACILITY EASEMENT
POINT OF
COMMENCING DIRKS ROAD
FOUND P.K. NAIL W/ SHINER (COUNTY ROAD 1043)
STAMPED "DUNAWAY ASSOC. LP' (VARIABLE WIDTH PUBLIC RIGHT—OF—WAY}
S88'06'35'E 1,9 0.14'
5'0!64t
I S01'53'25"W
I 1,169.51' P
I FUTURE QUAIL RIDGE ROAD
1 1 -(80' WIDTH PROPOSED PUBLIC RIGHT—OF—WAY)
I I TRACT B-1
PATE RANCH COMMERCIAL, LP
C.C.D. NO. 0215248527
S.W. RICHARDSON D.R.T.C.T.
VOLUME 1846, PAGE 459
D.R.T.C.T. I FUTURE PRAIRIESIDE DRIVE
R.T. I I
1 (50' WIDTH PROPOSED PUBLIC RIGHT-OF-WAY)
IFUTURE CANDELHILL LANE
c1 (66' WIDTH PROPOSED PUBLIC RIGHT-OF-WAY)
i� C2 POINT OF
C3 BEGINNING
— � L1
_ FUTURE STRADA COVE
FUTURE WHITEBRUSH PLACE - - _ (50 WIDTH PROPOSED PUBLIC RIGHT-OF-WAY)
(50 WIDTH PROPOSED PUBLIC -J
RIGHT-DF-WAY
FUTURE TAVOLO PARKWAY
1 (50 WIDTH PROPOSED PUBLIC
f
Line Table RIGHT-OF-WAY)
` ` W W
Line Bearing Distance � W TRACT C
Number PATE RANCH SINGLE FAMILY, LP
1-1 S88'11 0'20"E 25.03' ,1 \� i C.C.D. D R.OT G1.T248528
FUTURE PRAIRIESIDE DRIVE 90,791
(50' WIDTH PROPOSED PUBLIC RIGHT-OF-WAY) PERMANENT ADRANAGERE FEET /CHAN EL 2.084 CRE
Curve Table FACILITY EASEMENT
Curve Central Arc Chord Bearing 0 F
Number Angle Radius Length and Distance Q�•F' ST••T f
•.
C1 28'30'19" 250.00' 124.38' S12'21'45"E 123.10' �:4 G RFO:
C2 63'33'34' 290.00' 321.70' S76'00'24"E 305.46'
STEPHEN R. GLOSUP
C3 4703'18" 1 300.00' 1 209.73' 1 S21-11'59'E 205.48'
C.C.O. NO. = COUNTY CLERK'S DOCUMENT NUMBER ��••ocfSS50�i�0
D.R.T.C.T. = DEED RECORDS. TARRANT COUNTY, TEXAS $ L! R
P.R.T.C.T. = PLAT RECORDS. TARRANT COUNTY, TEXAS
A metes and bounds description of
DUNAWAY
even date accompanies this drawing. 550 Bailey Avenue" Suite 400• Fort Worth,Texas 76107
Tel:817.335.1121 PAGE 1 OF 4
DATE: OCTOBER 30, 2017 FIRM REGISTRATION 10098100 DUNAWAY JOB NO. 8001951.002
EXHIBIT "A "
PERMA NEN T DRA INA GE CHANNEL FA Cl L I T Y EA SEMEN T
Line Table
Line Bearing 9 Distance
O 200'
L1 S88.10'20"E 25.03'
SCALE FEET
1" 200'
POINT OF
BEGINNING TRACT B-1
PATE RANCH COMMERCIAL, LP
L1 C.C.D. NO. D215248527
D.R.T.C.T.
O pj
�rn
z' TRACT C
PATE RANCH SINGLE
w FAMILY, LP
C.C.D. NO,
D215248528 -
vi D.R.T.C.T.
Z
!�* I
FUTURE STRADA COVE
5� N (50 WIDTH PROPOSED
PUBLIC RIGHT-OF-WAY)
1 90,791 SQUARE FEET
2.084 ACRE
ERMANENT DRAINAGE\\ 1
CHANNEL FACILITY
1
EASEMENT
1
Nom$\
jp> �a \
!i.
\ o� /
FUTURE PRAIRIEDRIVE FUTURE TAVOLO PARKWAY
(50' WIDTH PROPOSEDSED PUBLIC •'�'
RIGHT-OF-WAY �S�• h• `` (50 WIDTH PROPOSED PUBLIC
♦.�
` RIGHT-Of-WAY)
N87'47'15"W O
/ 14.14' -F........too.
�
v�
C.C.D. NO. = COUNTY CLERK'S DOCUMENT NUMBER STEPHEN R. GLOSUP
D.R.T.C.T. - DEED RECORDS, TARRANT COUNTY, TEXAS t wo 5570 P��4
P.R.T.C.T. - PLAT RECORDS, TARRANT COUNTY, TEXAS 9ijiO'yFCSS\O� .ld
0.....•
SUf(
D U N AWA ,o
A metes and bounds description of /�3o/r�
even date accompanies this drawing. 550 Bailey Avenue•Suite 400•Fort Worth,Texas 76107
Tel:817.335.1121 PAGE 2 OF 4
DATE: OCTOBER 30, 2017 FIRM REGISTRATION 10098100 DUNAWAY JOB NO. B001951.002
EXHI BI T "A "
PERMANENT DRAINAGE CHANNEL FACILITY EASEMENT
PROPERTY DESCRIPTION
BEING a tract of land situated in the J. Heath Survey, Abstract No. 641, City of Fort Worth, Tarrant County,
Texas, being a part of that certain tract of land described as Tract C by deed to Pate Ranch Single Family,
LP, recorded in County Clerk's Document Number D215248528, Deed Records, Tarrant County, Texas, said
tract of land being more particularly described by metes and bounds as follows:
COMMENCING at a found P.K. Nail with shiner stamped "Dunaway Assoc. LP" set in concrete by metal fence
post in the southerly right—of—way line of Dirks Road (County Road 1043) (a variable width public
right—of—way), for the northwest corner of that certain tract of land described as Tract B-1, Pate Ranch
Commercial, LP, recorded in County Clerk's Document Number D215248527, Deed Records, Tarrant County,
Texas, and in the easterly line of that certain tract of land described as Tract 1 in the deed to S.W.
Richardson, recorded in Volume 1846, Page 459, Deed Records, Tarrant County, Texas,-
South
exas;South 88"06'35" East, with the southerly right—of—way line of said Dirks Road, a distance of 1,960.14 feet
to a point in the centerline of future Quail Ridge Road (a 80' width proposed public right—of—way);
South 01'53'25" West, departing the southerly right—of—way line of said Dirks Road and with the centerline
of said future Quail Ridge Road, a distance of 1,169.51 feet to a point for the beginning of a curve to the
left having a central angle of 28'30'19", a radius of 250.00 feet and a chord bearing and distance of
South 12'21'45" East — 123.10 feet;
With said curve to the left in a southeasterly direction on arc length of 124.38 feet to a point for the
centerline intersection of said future Quail Ridge Road and future Praireside Drive (an 50' width proposed
public right—of—woy), being the beginning of a non--tangent curve to the right, having a central angle of
63'33'34°', a radius of 290.00 feet and a chord bearing and distance of South 76'00'24" East — 305.46
feet;
With said non—tangent curve to the right and the centerline of said future Praireside Drive, in a
southeasterly direction, an arc length of 321.70 feet to a point in the centerline of said future Praireside
Drive for the beginning of a compound curve to the right having a central angle of 40'03'18", a radius of
300.00 feet, and a chord bearing and distance of South 21'11'59" East — 205.48 feet;
With said compound curve to the right and the centerline of said future Praireside Derive, in a southeasterly
direction, an arc length of 209.73 feet to a point in the centerline of said Prairieside Drive being in the
north line of said Tract C, Pate Ranch Single Family, LP tract;
South 88'10'20" East, departing the centerline of said future Praireside Drive, with the north line of said
Tract C, Pate Ranch Single Family, LP tract, a distance of 25.03 feet to a point in the east right—of—way
line of said future Praireside Drive for the POINT of BEGINNING of the herein described tract of land;
Continued.....
NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone,
4202, based upon GPS measurements, according to the GPS Reference Network.
The metes and bounds description contained herein was compiled from information contained in recorded
documents and does not reflect the results of an on the ground survey.
A drawing of even date accompanies this metes and bounds description.
DUNAWAY JOB NO. B001951.002 PAGE 3 OF 4
'A- 1 EXHIBIT"A"
Stephcfn R.Glosup
Registered Professional Land Surveyor ;,.• r •.F/ PERMANENT DRAINAGE CHANNEL
Texas Registration No.5570 ` 0z", Rc°` J FACILITY EASEMENT
Cl)•� O•
srg@dunaway-assoc.com • •
October 30,2017 STEPHEN R. GLOSUP
�� 5570 ;.'� A PART OF THE TRACT OF LAND
DUNAWA �' ••°•::::�••y� RECORDED IN C.C.D. NO. D215248528,U S U R 1 DEED RECORDS,TARRANT COUNTY,
TEXAS
550 Bailey Avenue• Suite 400 •Fort Worth,Texas 76107
Tel:817.335.1121 Situated in the J. Heath Survey, Abstract Na. 641,
FIRM REGISTRATION 10098100 City of Fort worth, Tarrant County. Texas.
EXHIBIT "A "
PERMANENT DRAINAGE CHANNEL. FACILITY EASEMENT
Continued.....
THENCE South 19'25'49" East, departing the east right—of—way line of said future Praireside Drive, and the
north line of said Tract C, Pate Ranch Single Family, LP tract, a distance of 492.85 feet to a point;
THENCE South 42'47'15" East, a distance of 337.41 feet to a point in the northerly right—of—way line of
future Tavolo Parkway (a 50' width proposed public right—of—way);
THENCE South 47'12'45" West, with the northerly right—of—way line of said Tavolo Parkway, a distance of
141.33 feet to a point for the easterly end of a corner clip of said Tavolo Parkway,
THENCE North 87'47'15" West, continuing with the northerly right—of—way line of said Tavolo Parkway and with
said corner clip, a distance of 14.14 feet to a point for the easterly right—of—way line of said future
Praireside Drive and the westerly end of sold corner clip;
THENCE with the easterly right—of—way line of said future Praireside Drive, the following courses and
distances:
North 42'47'15" West, a distance of 151.37 feet to a point for the beginning of a curve to the right having
a central angle of 44'36'56", a radius of 650.00 feet and a chord bearing and distance of North 20'28'48"
West — 493.45 feet;
THENCE with said curve to the right in a northwesterly direction, an arc length of 506.15 feet to a point;
THENCE North 01'49'40" East, a distance of 95.04 feet to a point;
THENCE North 01'10'20" West, a distance of 139.54 feet to the POINT OF BEGINNING and Containing a
calculated area of 90,791 square feet or 2.084 acres of land.
NOTES: The basis of bearings for this Easement is the Texas Coordinate System of 1983, North Central Zone,
4202, based upon GPS measurements, according to the GPS Reference Network.
The metes and bounds description contained herein was compiled from information contained in recorded
documents and does not reflect the results of an on the ground survey.
A drawing of even date accompanies this metes and bounds description.
DUNAWAY JOB NO. B001951.002 PAGE 4 OF 4
EXHIBIT"A"
Steph6fi R.Glosup
Registered Professional Land Surveyor ZE 0 F• j PERMANENT DRAINAGE CHANNEL
Texas Registration No. 5570 `�;G S T ERf9 FACILITY EASEMENT
srg@dunaway-assoc.com ���� Fo:s
October 30,2017
STEPHEN R. GLOSUP A PART OF THE TRACT OF LAND
AN 4 i,- DUNAWAY '9•'��F'55704�P'• � RECORDED IN C.C.D. N0. D215248528,
Fss> .• o DEED RECORDS, TARRANT COUNTY,
550 Bailey Avenue•Suite 400• Fort worth,Texas 76107 S U R\4 TEXAS
Tel:817.335.1121 Situated in the J. Heath Survey, Abstract No. 641,
FIRM REGISTRATION 10098100 City of Fort Worth, Tarrant County, Texas.
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! PI'RtP h ty +g $ ^ •' n ® $ Q e.' 1 a $ STORM ME Al PVP
e ^ a
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906119
r 4
CHANNEICNANNEI
SECTION A A SECTION B-B -
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STORM BRAIN LEGEND
f
CURB CURW 0,
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CHANNEL i � � H-��•r ��
SfCrION A-A
z MEIN—
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STORM DRAIN LEGEND
■ �~� TEMPORARY SD CHANNEL A
—�
—
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o rODUNXWWV
' 0 TORT
i
TAVOLA PARK
sroRMTEMPORARY aNurlNEtAIQEz
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GIANNEI
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STORM DRAIN LEGEND N
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w s TAVOLO PARK
STORM UNE a PSP
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Final Plat of
TAVOLO PARK
_ rva
Lots 3-SO&10X,Block 2
"' r � ,.^ $` - h ' Lots 10-17&17X,Block 4
.r<°r ' w, ;w > .• f �>s �% ,�„
"
y��5s u 4— Lots 1-13&13X,Block 5
Q9 "dy'j Lots 21-38&21X,Block 8
o-a•.Tc Ss• .g 1 ` - I �. Lots l-30&17X,Block 9
,,,p,, .,y-'•\ ' ° Lots 1-35&11X,Block 10
lots 1-28,lOX&28X,Block 11
Lots 1-19,Block 12
Lots 1-12&12X,Block 13
Lots I-9,Block 14
Lot IX,Block 15
ad*bw tO the Otv Of F r Waith.Tarrant
c--Taac.aiw mMel Meath S-.,,
y Abmaci No.Gal
d / 190 LOG[ 98.8930.cres
fP 1F050 A , r
Ref.Cam ePP-16,003_ • ✓ � p M1 This plat waa Prepared in October E017
A Ar
DUNAWAY
an-aapac tt>B a..¢
0.Ga,P'•M fID NT COUNTY DOCUMENT CONTROL
NUMBER OATE;�
m— L7
WX101"IF
L2-
ria ruuY.
xrc
7�000
w70y052' SHtsw
1596� EQWNEER/— m
wra 4— i4to
59.6
wwk
nr
12'
cv-saw'j".
M-17.0j,
a
itas ;.d
Final Plat of
TAVOLO PARK
Lots 3-10&10X,Block 2
Lots 10-17&17X,Block 4
Lots 1-13&13X,Block 5
MATCH LINE'A' Lots 21-38&21X,Block 8
ATC
Lots 1-30&17X,Block 9
7,w 1 o I I Lots 1-35&1IX,Block 10
Lots 1-28,LOX&28X,Block It
7=1`
Lots 1-19,Black 12
Lots 1'
12&12X,Block 13
Lots I-9,Block 14
Lot IX,Block 15
an addtdw to Itm,City of Fort watt,Ta
c—,v,r—,unattaIo I.o,.'."aan,5",
FbRTWmH Abstr�No.6,11
19u Unt, 58.893 A—t
TI,i,I Pww.,p.p..dhOUtbe,2017
"DUNAWAY
a.
FILED IN TNIRANT MUNI DOCUMENT CONTROL
NUMBER Q DATE:_
—m UL
ILI' FEE WIT 11C LT Fit
LOT 1p,
rF.
aselesse-1-1--sa
ZZ
VICINITy MAP
.a
LOT __EIr ,'I 'I Ll
wy --a— —ZI-1
-m su T-71
...and—sane—sas'nes'nace—
Final Plat of
Ta, t, TAVOLO PARK
"biobv1i01LM""s°'wn F„ V. Lots 3 10&LOX,Block 2
...... Lots 10-17&17X,Block 4
Lots 1-13&13X,Block 5
Lots 21-38&21X,Block 8
Lots I-30&17X Block 9
Lots 1-35&11X,Block 10
Lots 1-28,10X&28X,Block 11
as
Lot'1-19,Block 12
Lots 1- &12X,Block 13
Lots I-9,Block 14
Lot IX,Block 15
,ansas—e.— an addition W the CRY of FOR Waid,.Tartar[
a,m—m— Coeds.Teats,smsiansci in Orel.massan
Ataisad N..641
190 Lao, 58.993 Acres
MIM— This Plan,was prepared in 0-1,112017
al
--Z!DUNAWAY
FILED IN TAIRANT COUNTY DOC MENTCONTROL
NUMBER O_DATE:
Liv.
A I-L L
IVI
GRADINGLEGEND Hogs
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TAVOLO PARK
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GRADING PLAN I OF 3
GRADING LEGEND
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TAVOLO PARK
'1 .Sb• ..
o ADr "20Fe
IN _ 64.114
GRADING LEGEND
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_ � _ �� � •�"/ ,bap T_ o d
..AVOLO FMK
i5}!` �9 ." _.-_ •.._-.-. � aurw¢r J � °'�. o.�.. 65a 119
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
Rev.7/2006
Exhibit "D"
Drainage Channel Structural Maintenance CHECKLIST
FREQUENT REPAIRS REPAIRS
INSPECTION DATE REQL:`IRED 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
ward
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 O
Rev.7/2006