HomeMy WebLinkAboutContract 37816SEGRETARY
STORM WATER FACILITY
G6 �Tl r"Yi .Qf� NO .
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this, day of U j ,
M9, by and between Margaux Parkwood Partners, Ltd., referred to as "Landowner",
and the City of Fort Worth, hereinafter referred to as "City".
WITNES SETH
WHEREAS, the Landowner is the owner of certain real property described as aa1
approximately 15.033 acre tract located in the John Edmonds Survey, Abstract 457, and
the John Condra Survey, Abstract 309, Tarrant County, Texas according to the deed
recorded in Volume 13429, Page 160, 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 Parkwood Shopping Center
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 Storm Water Management Facilities be constructed and maintained on a
portion of the Property; and
WHEREAS, the City requires that on -site Storm Water Management Facilities
("Facility") as shown on the Plan be constructed and adequately maintained by the
Landowner, its successors and assigns, the location and dimensions of which is shown and
more particularly described by metes and bounds in the attached Exhibit "A" ("Facility
Property"); and
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. 01/09/2007
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 Storm Water 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 Storm Water 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 auantitv and aualitv of the storm water. Adeauate maintenance
is herein defined as good working condition so that these facilities are
performing their design functions. The Storm Water 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
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.
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. o�ios/zoo? 2
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
EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION
WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE
STORM WATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 01/09/2007
FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE
FACILITITY PROPERTY TO MAINTAIN THE BED AND BANKS OF
THE DETENTION POND IN ACCORDANCE HEREWITH, OR AS A
RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY
DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE
FAILURE OF THE BANK OF THE POND, AND (3) AND FAILURE OF
THE POND 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 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, 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.
STORM WATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 01 /09/2007
Executed this 0 haday of 20AX
Landowner
GRANTOR: Margaux Parkwood Partners, Ltd
a Texas Limited Partnership
By: 31 Parkwood7 LLC
By:
a Texas limited liability company
its General Partner
Donald L. Silverman General Partner
City
i�TorthL�
Fernando Costa
Assistant City Manager
Approved as to Form and Legality
R izs
kssistaiif City Attorney
ATTEST
Corp a� : AUthorizatlOx
te
STORM WATER FACILITY MAINTENANCE AGREEMENT 5
Rev. 01 /09/2007
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on /D 2CO-oZ00 go by
Fernando Costa, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth,
HETTIE LANE
MY COMMISSION EXPIRES
July 26, 2Q11
011101
• ��..
Notary Public, State of Texas
me, the undersigned authority
2008,
Q L.90 t IVAruav`
to me to be the person whose name
acknowledged to me n that
on this 2� day of
personally appeared
known
is subscribed to the foregoing instrument and
the same is the act of
G ,�" and as the act of such
consideration expressed in the for
and that he executed the same as its
yhd for the purposes and
STORM WATER FACILITY MAINTENANCE AGREEMENT 6 _
Rev. 01/09/2007
EXHIBIT "A"
DETENTION EASEMENT -POND
JOHN EDMONDS SURVEY, ABSTRACT NO. 457
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
FIELD NOTE DESCRIPTION
STATE OF TEXAS
COUNTY OF TARRANT
BEING a tract of land situated in the John Edmonds Survey, Abstract No. 457 and John Condra
Survey, Abstract No. 309, Tarrant County, Texas and being a portion of Lot 2, Block B of the
Sundance Southwest Addition, an addition to the City of Fort Worth, Tarrant County, Texas,
according to the plat recorded in Cabinet A, Slide 12876, Plat Records, Tarrant County, Texas,
and being more particularly described as follows;
BEGINNING at a point for corner in the easterly right of way line of Lakewood Hill Drive (60'
right of way), and in the southwesterly corner of said Lot 2, Block B, said point being the
beginning of a curve to the left having a radius of 630.00 feet, a chord bearing of North 31
deg 29 min 05 sec East, and a chord length of 174.70 feet;
THENCE along the easterly right of way line of said Lakewood Hill Drive through a centarl angle
of 15 deg 56 min 24 sec, an arc length of 175.27 feet to a point for corner, said point being
the beginning of a curve to the right having a radius of 25.00 feet, a chord bearing of South
85 deg 50 min 07 sec East, and a chord length of 14.30 feet;
THENCE departing the easterly right of way line of said Lakewood Hill Drive and along said
curve to the right through a central angle of 33 deg 14 min 25 sec, an arc length of 14.51
feet to a point for corner;
THENCE South 68 deg 44 min 10 sec East a distance of 166.90 feet to a point for corner,
said point being the beginning of a curve to the right having a radius of 100.00 feet, a chord
bearing of South 54 deg 30 min 04 sec East, and a chord length of 49.18 feet;
THENCE along said curve to the right through a central angle. of 28 deg 28 min 13 sec, an
arc length of 49.69 feet to a point for corner, said point being the beginning of a curve to
the left having a radius of 100.00 feet, a chord bearing of South 59 deg 14 min 42 sec East,
and a chord length of 65.04 feet;
THENCE along said curve to the left through a central angle of 37 deg 57 min 29 sec, an arc
length of 66.25 feet to a point for corner;
THENCE South 00 deg 31 min 46 sec East a distance of 22.30 feet to a point for corner;
THENCE South 89 deg 28 min 14 sec West a distance of 357.20 feet to a point for corner;
CONTAINING within these metes and bounds is 0.730 acres or 31,805 square feet of land, more
or less.
Bearings cited herein are based upon a deed to Parkway 38 Limited, recorded in Volume 13429,
Page 160, Deed Records of Tarrant County, Texas.
ZT inhel �� anxa�
Scale
1 "=50'
Date :8/22/0i
File :34243EXH.DWG
t No. 34243:00
��,��;•;; ;••F JOHN EDMONDS SURVEY, ABSTRACT N0. 457
;.•�G�=7�•�� CITY OF FORT WORTH sxEET
• 2
TARRANT COUNTY, TEXAS
B. J. ELAM of
••000000000004400$ PARKWOOD 38, LIMITED 4
•�,� 4581 ' ,#* 1 14900 LANDMARK BLVD., SUITE 610
DALLAS, TEXAS 75254
EXHIBIT "A"
DETENTION EASEMENT -POND #1
JOHN EDMONDS SURVEY, ABSTRACT NO. 457
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
i
/
PARKWAY 38 LIMITED
VOL. 13429, PG. )60
/
/
/
/ V �
Q O
I I
1 110' EXCLUSIVE EASEMENT & ROW
TRI-CIOUNTY ELECTRIC COOPERATIVE, INC.
VOL. 12911, PG. 238
LOT 2, BLOCK B
SUNDANCE SOUTHWEST ADDITION
CAB. A, SL, 12876
15' SAN. SEWER ESMT.
15' DRAINAGE ESMT.
/ I CAB. A, SL. 12876
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0,730 ACRES I I
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CAB. A, SL. 12876 I
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BEGINNING 40' X 5' 22.30f
/ DRAINAGE ESMT. I
CAB. A, SL. 12876 C4 I
5' WATERESMT.- - - -
i
�/ CAB. A, SL.. 12876
- L - - - - - - - - - - - - - - - - - - - - - - - - - - -
S 89028' 14"- WtK
S 00°31 '4
10 E CLUSIVE EASEME
TRI-COUNTY ELECTRIC C0
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JOHN _E M_ONDS SU
JOHN ONDRA SU
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B. A, SL. 12876
CURVE TABLE
57
10'I X 15' WAIjER ESMT.
B. A, SL. 12876
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CH. BRG
CH. L
C1
15056'24"
630.00'
175,27
N31029'05"E
174,70'
C2
33014'25)1
25,00'
14,51'
S85°50'07"E
14.30'
C3
28028'13"
100,00'
49,69'
S54030'04"E
49,18'
C4
37057'29"
100.00'
66,25'
S59014'42"E
65,04'
CONSULTING®�\ ltiscoc•iate�. I
Scale 1 "=50'
Date 8122108
Dwg. File :34243EXH.DWG
Project No. 34243.00
,�PiE of Tc� JOHN EDMONDS SURVEYABSTRACT N0. 457
,
' •e••Nee e•
AtiG�F9F•'.•ryN CITY OF FORT WORTH sxEET
• TARRANT COUNTY, TEXAS y
•e•••"•••AM PARKWOOD 38, LIMITED of
4
k%4581 • ••• 14900 LANDMARK BLVD., SUITE 610
� •e06�ns 6400 *44
Op, DALLAS, TEXAS 75254
OC{Y 4
EXHIBIT "A"
DETENTION EASEMENT -POND #2
JOHN EDMONDS SURVEY, ABSTRACT NO, 457
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
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LOT 5, BLOCK B I I I I I
SUNDANCE SOUTHWEST
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CAB, A. SL. 12876 io LOT 4, BLOCK B
SUNDANCE SOUTHWEST ADDIFIONI 1
CAB, A. SL. 12876 /50' DRAINAGE
EASEMENT
)CITY OF FORT WORTH
0,850 ACRES VOL. 13761, PG. 283
LOT 3BLOCK B 37,032 SQ. FT,
SUNDANCE SOUTHWESTI DRAINAGE ESMT.ADDITION
CAB, A, SL, 12876 CAB, A, SL. 12876
OON 15' DRAINAGE ESMT.
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SURVEY, _AB_ST ACT N0. 457 _
JOHN CONDRA SURVEY ABST ACT N0. 309
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PARKWAY HILL ADDITION
CAB. A. SLIDE 6108
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Dwg. File : 34243EXH.DWG
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JOHN EDMONDS SURVEY
, ABSTRACT N0. 457
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
PARKWOOD 38, LIMITED
14900 LANDMARK BLVD., SUITE 610
DALLAS, TEXAS 75254
SHEET
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01 BLOCK B
PARKWAY HILL ADDITION
CAB. A. SLIDE 6108
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.........C•.o• 0""
••A.d 458 1 s`of
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IN
JOHN EDMONDS SURVEY
, ABSTRACT N0. 457
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
PARKWOOD 38, LIMITED
14900 LANDMARK BLVD., SUITE 610
DALLAS, TEXAS 75254
SHEET
0
OF
4
EXHIBIT "A"
DETENTION EASEMENT -POND #2
JOHN EDMONDS SURVEY, ABSTRACT NO, 457
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
FIELD NOTE DESCRIPTION
STATE OF TEXAS
COUNTY OF TARRANT
BEING a tract of land situated in the John Edmonds Survey, Abstract No. 457 and John Condra
Survey, Abstract No. 309, Tarrant County, Texas and being a portion of Lot 4, Block B of the
Sundonce Southwest Addition, an addition to the City of Fort Worth, Tarrant County, Texas,
according to the plat recorded in Cabinet A, Slide 12876, Plat Records, Tarrant County, Texas,
and being more particularly described as follows;
BEGINNING at a point for corner in the westerly right of way line of the T. & P. and M.K.T.
Railroad (variable width right of way), said point being the southeasterly corner of said Lot 4,
Block B;
THENCE departing the westerly right of way line of said T. & P. and M.K.T. Railroad and along
the northerly of Block B of the Parkway Hill Addition, an addition to the City of or Worth,
recorded in Cabinet A, Slide 6108 (PRTCT), South 89 deg 28 min 14 sec West a distance of
166.79 feet to a point for corner;
THENCE North 00 deg 22 in 11 sec West a distance of 205.63 feet to a point for corner;
THENCE North 89 deg 37 min 49 sec East a distance of 193.82 feet to a point for corner in
the westerly right of way line of T. & P. and M.K.T. Railroad;
THENCE along the westerly right of way line of said T. & P. and M.K.T. Railroad, South 07 deg
08 min 04 sec West a distance of 206.94 feet to the POINT OF BEGINNING;
CONTAINING within these metes and bounds is 0.850 acres or 37,032 square feet of land, more
or less.
Bearings cited herein are based upon a deed to Parkway 38 Limited, recorded in Volume 13429,
Page 160, Deed Records of Tarrant County, Texas.
CONSULTING CIVIL ENGINEERS ■
( 972) 490-7090 FAX ( 972 )
.Scale 1 "=50'
Date :8/22/08
Dwg. File :34243EXH.DWG
Project No. : 34243,00
V
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•,� 458��P
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JOHN EDMONDS SURVEY, ABSTRACT N0. 457
CITY OF FORT WORTH
I ARRANT COUNTY, TEXAS
PARKWOOD 38, LIMITED
14900 LANDMARK BLVD., SUITE 610
DALLAS, TEXAS 75254
SHEET
OF
4
4.0'
3.0':
SLOT OPENNING DESIGN:
Q=(Cd)x(A)x 2gh
Oo
FOR 100 YEAR:
1 cfs = (0.61) (A) 2
x 32.2 x (694.2 - 691.24)
A=0.119 (USING 0.5'
(IT) x 0.24'
(V)
4-3'xO.5' EMERGENCY
OUTLET
SLOT
THROAT ELEV.=694.20
TOP=695.20
100 YEAR STORM PEAK
ELEV.
= 694.20
25 YEAR STORM PEAK
ELEV. =
693.90
m
`V
5 YEAR STORM PEAK
ELEV. =
693.10
2 YEAR STORM PEAK
ELEV. =
692.60
FL
ELEV.=691.24
0,24 L91.24
0.5'
SLOT OPENING DETAILS (POND-1
(FACING NORTHWEST)
N.T.S.
4' CONC. FLUME SEE THIS
SHEET FOR DETAILS
4'x4' DROP INLET (POND-1
OUTLET STRUCTURE)
N.T.S.
43..0'
0'
0
0
24" RCP
® 0.25% SLOPE
1,,
L689,08
0.5'
SLOT OPENING DETAILS (POND-2
(FACING SOUTHWEST)
N.T.S.
SLOT OPENNING DESIGN:
Q=(Cd)x(A)x 2gh
FOR 2 YEAR:
2 cfs = (0.61) (A) 2 x 32.2 x (692.90 - 689.08
A=0.209 (USING 0.5' (H) x 0.41' (V)
4-3'x0.5' EMERGENCY OUTLET SLOT
THROAT ELEV.=692.90
TOP=693.90
100 YEAR STORM PEAK ELEV. = 692-90
25 YEAR STORM PEAK ELEV. = 692.10
5 YEAR STORM PEAK ELEV. = 691.30
2 YEAR STORM PEAK ELEV. = 690.70
-------�_ FL ELEV.=689.
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SHEET FOR DETAILS
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EXCEPT SPACES SHALL WEIGHT � � °'_ y MFFE = ssa.3o t; .�3
EACH, AND AT LEAST 50 PERCENT / I LOT 2 BLOCKB.'�' - STA. 0+00 STORM F= -c4 /l
OF STONES SHALL WEIGHT MORE / £ " J r - 7
`� i CONST. 24" TYPE B �I ( 0_
I 2,261 ACRES. F
THAN 100 POUNDS EACH - i I I
/ 98,474.53 SO, FT, HEADWALL
/ a MFFE = 696,20 1 - ""`y
:'" Pa:
CONST. 4'x45 DROP RINLET,
FL 24" R.C.P.IN 689.50
>. f: r %- e INSTALL: 10 L.F. 24"STUBOUT
"i a. � "/ `"1 J 0 0.2% SLOPE. �: I
STA. 0+00.00 STORM D=
R 570.00' m m: ___. ._.... 1-24" PLUG I 1
n / 1 / - CONST. 24" TYPE B -- --------.... _
..\ 395.61' d� „- m e; "; £ STA. 1+19.73 STORM E_",ill. i3'L_�''( THROAT ELEV.=659.5t4
=39.45*59" / / S HEADWALL
m� 5 CONST. 4'x4' DROP 1r • - 1 FL 24" R.C.P.OUT=689.61 1
C LEN=387.72' / FL 24" CLASS IV R.C.P.IN=691.94 ?z1,.,5 FL 24' R.C.P IN=68991 ,
BRG=N 19030'4 ,Q' / - INLET PRIVATE; e
/ / H THROAT ELEV.=695.5t L 13 1 �" _ N I STA. 0+35,71 STORM A=
FL 21" R.C.P.OUT=691.80 i € ti....3 / lC.., -' t.4. " rn CONST. 4'x4' TYPE WYE
POND-2
rfr _ ' R((;P 0.20% o DROP INLET (CONTROL
5 YWT S PLAT
STRUCTURE
v
£.-� 4302 TYPE RCK RIP AAEOUND EDGE P PER TXDOT ITEM
e T J� „?"_ THROAT ELEV.=692.90
PILOT CHANNEL ALL e I m FL 21" R.C.P.OUT=689.08 ,
A
_._t. ., 3 STA. 0+00.00 STORM E= - BETWEENS50LLND 250 POUNDS
SHALLEXCEPT WEIGHT
CONST. 21" TYPE B €-' ° a;
B A t
1, _. �, fz F iC EACH, AND AT LEAST 50 PERCENT 1 0
f"--. #I HEADWALL ;-., OF STONES SHALL WEIGHT MORE
5 - // ry `:. FL 21" R.0 P IN 691 5D>/"�"('` I`°(' THAN 100 POUNDS EACH) o I I o ^�
/ POND-1 Z TCr.ti,iz SPACES RE : 1„ 1 � y o
0' DRAINAGE & UTILITY ESMT
av
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..../ N� �o BY THIS PLAT
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S 8 '2814 1Q2 n it F2 I
10 E%CL 51VE EASEM NT &ROW -' P
I -COUNT ELECTRIC OOPERAP INC. '
i I VOLT 15953, PGI 362 1 1 1 1 1 1 1 I I I 1 I 1
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O O ry 'S N 0 0 '1 0 A NO � � ,05 ^k 1y \6 ,A ^0 0 O R; ry '� k h 6 1
so.00' I ' ti I ti ti ti ti ti ti I 5 CONST. 30" TYPE B
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STA.
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CONST, 30"X30' HOR. BEND
DROP INLET (CONTROL PARKWAY HILL ADDITION w FL 24" R.C.P.OUT=689.95
/ STRUCTURE) CAB, A. SLIDE 6108 FL 24" R.C.P.IN=689.95
�\ \ THROAT ELEV.=694.20
FL 24" R.C.P.OUT=691.24
Q STA. 0+00.00 STORM A= � < rn Z
CONST. 21" TYPE B w rn
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CUT ON TOP OF A 11' STORM o a
SEWER INLET ON THE WEST SIDE 00 o z
OF PARKWOOD HILL BLVD. 657t o � a
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OF LAKEWOOD HILL BLVD. II z
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ELEV.=693.56 o
BM #2- BOX CUT ON TOP OF 6' HEADWALL " °; 0
90't SOUTH OF THE CENTERLINE OF rn Ga w aF.
N. TARRANT PARKWAY 35'd: WEST
OF THE CENTERLINE OF THE T&P
AND MKT RAILROAD. SHEET
ELEV.=690.06 tl C=2
Exhibit "C"
CITY OF FORT WORTH STORM WATER 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 oriainal lines and grades shnwn on the gnnrnvp.ri
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
I
arty or parties signing the attached Agreement and shall be provided
to the City upon request.
STORM WATER FACILITY MAINTENANCE AGREEMENT 8
Rev. 01/09/2007
Rap
Condition of
filtration system
Berm or
Embankment
Settlement
Location of erosion
Evidence of
Animals
Evidence of Aquatic
life
Condition of
Aeration
Foundation
STORM WATER FACILITY MAINTENANCE AGREEMENT � O
Rev. 01 /09/2007
30.970 ACRES
1,349,063 S0. FT.
PARKWAY 38 LIMITED
VOL 73429, PG. 760
R=570.00'
L=395.61'
D=39'45'S9"
C LEN=387.72'
BRG=N 19'30'48" E
49'5 '�
s .00
. �� '��/
R.O.W. DEDICATION
0'
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10' P.O.S. ESMT.
TARRANT PARKWAY � ��-) '°,
(200' ROW) � i � � i .'
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r �______________________________________ ______ t.____�__
y___________________________________________________
_____________________________________________I J _____________________________
r N ; L124 � � 10' P.O.S. ESMT.
j � I 10' P.O.S. ESMT. I C18�gC1 BY THIS PLAT r
10' EXCLUSIVE EASEMENT &ROW I (� L28 Ir
� I 5' SIDEWALK ESMT. TRI-COUNTY ELECTRIC COOPERATIVE, INC. BY THIS PLAT p -----------------------------r
I � BY THIS PLAT VOL. 12911, PG. 238 I 24' PUBLIC ACCESS ESMT. I W
I i BY THIS PLAT ; i l s
Ii _________ _ _
I I I
I ; Gryp L33 Oio; �I
r
I � I r
� I I 30' PUBLIC ACCESS ESMT. � I ' I
I I i j BY THIS PLAT � I �
I• a i i � LOT 4, BLOCK B ' i i I
I� i � 2.256 ACRES r I I '
m im c "' 96,266 Sq. FT. j I r r
�„ „ 3 � i MFFE = 690.30 r r � �
I ' i
I � 30' JOINT ACCESS ESMT. I i 10' EXCLUSIVE EASEMENT &ROW r I I I
I I LOT 1, BLOCK B � ► - TRI-COUNTY ELECTRIC COOPERATIVE, IN�.
w N BY THIS PLAT I i I I
I 0.990 ACRES vol_ 12sn, Pc. 23e r
I 43,104 SQ. FT, o i mi ' r r I
I MFFE = 696.20 15.033 ACRES , �, NI , I r
654,822 S0. FT. I -'I �r ; r 1
DI I r I I
I
I PARKWAY 38 LIMITED J� I�L66 'o �L63_ ___�12`�I i I
I VOL. 73429, PG. 160 ; Li17�� �L65 I 1 r r r
( 0' ROW i Ilc�- I --� N 89'37'49' E 1194.39' I r
60' ROW I i i 47L12k �rAu rnl �'1 � r
( ) 15' SAN. SEWER ESMT. i I � i �' �h -- -elj � �m i
m�L94 BY THIS PLAT ei iu1 � �" UTLITY ESMT. r i i iJ i
15' X 15' WATER ESMT. �- I� ;
; z- �A Im rJ� I I BY THIS PLAT I r r r o i
ias rn ( BY THIS PLAT i I I I I I r l
U �� I-' N 89'32'02' E 149.30' �`� �QL49 o I I I I I; r r � r
_< I I � :S) `. � I I J ' L51 I I I I I 15' WATER ESMT. r r n i
V cv�L96"________L,9&________� `rt,L5B `_o-____L99______.y._g__________________________________________--+d '
c, l N N 89'28'32' E i b� I BY THIS PLAT I I ' I �
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\ _'______________________ __SQ34' iL37 L16 i i i ''r m
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r i 15' WATER ESMT. i i i 15' SAN. SWR. ESMT. I I �� � �
� I BY THIS PLAT ; I i BY THIS PLAT r r "' i
� � � I ly > �' I r I
h �� (q I I I Iu, LOT 5, BLOCK B r r I r
Q U r p I I II 0.961 ACRES ;� ��
� � 10' EXCLUSIVE EASEMENT &ROW I I I ; 0 41,879 Sq. FT. I � r ; r ;
�41`` `\ TRI-COUNTY ELECTRIC COOPERATIVE, INC. I ; I MFFE = 694.30 r I ; I 3 r
\ I I M I
S� �4 ry r I I VOL. 12911, PG. 23B i i i i r� � � o I '_
� 24' PUBLIC ACCESS ESMT. r I r
U � r I I � I � I BY THIS PLAT YSI r I o I G
1 Qy i i i LOT 2, BLOCK B I i ` I tiP' ; r o^ '
� I I ; 2.261 ACRES I I c1` G`�i-'I r r �
(V� r I I 97,475 50. FT. I LOT 3 BLOCK B I Pr � ______L31 _�,' I ; i rn r a
�p� � i i MFFE = 696.20 � 7.61'S ACRES � ; --- DRAINAGE ESMT-1 r r r
r i ; I 331,636 50. FT. I I L30 BY THIS PLAT r {'y�lgfi2 �
r ry I I J I 15' SAN. SEWER ESMT. MFFE = 694.30 � - - -- _
d_____ J .
�<lIJ � _ 15' DRAINAGE ESMT. I BY THIS PLAT 5.00" N 89'37'49' E 163.56' r r
�r �`* ��� BY THIS PLAT m I 15' WATER ESMT. � r � �
I
�tisd �^,'� I J � BY THIS PLAT I i ' r �
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29 I I I I
ly _re_ _ _ _ _ _ _ _ _ I L73 I i 3 I I CITY
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� _ -0 �' I z I BY THIS PLAT r ; � p
/ `�'� I I 30' DRAINAG & �
u'rz -DRAINAGE ESMT. `�7g I 40' % 5' � UTILITY ESM r I ; � O
BY THIS PLAT i DRAINAGE ESMT. 70' EXCLUSIVE EASEMENT &ROW 30' DRAINAGE &UTILITY ESMT. ; BY THIS PLAT I I
r BY THIS PLAT � @ f I �
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y\ `. (7 15' WATER ESMT. `\� I BY THIS PLAT i i k bd, � r � I
VOL. 15953, PG. 362
]" W �� `. �`� BY THIS PLAT �` L79 LB IL7 �L77 �'05 ' i I
` .` __�_ _________ ___ ______________________________ _____________ _�.,__ __.a__�_______ d r
r L4 ________L16 ' d L47N L82 r � �
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___
_r_______________ � dam___ �_ ____________________�_
___________________________ �' PL 5- 166.79' /
__________357.20' IIRs
$ 89'28 14 W 'IRF 10' 15' WA R ESM 7�1 I R
IRF
Y THIS LAT .�
STANDARD NOTE:
TRANSPORTATION IMPACT FEES
The City of Fort Worth has an ordinon ce Implementing the assessment and collection of transportation
impact tees. The total a unt a ssed is established on the approval date of this plat application,
based upon the Schedule 1 of the Impact fee ordinance in effect a of the date of the plat. The
unt to be collected is determined under Schedule 2 of said ordinance, and is due on the date a
building permit is Issued.
BLOCK B
PARKWAY HILL ADDITION
CAB. A, SLIDE 6108
THIS PLAT IS RECORDED IN
CABINET SLIDE
CASE N0. - PP-007-011 CASE N0. - FP-008-051
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LOCATION MAP
EXHIBIT
FINAL PLAT
SUNDANCE SOUTHWEST ADDITION
LOTS 1, 2, 3, 4, & 5, BLOCK B 3 a
,? v
15.033 ACRES � � a
d
- a ro z
BEING PART OF A TRACT OF LAND AS THE PARKWAY 38 LIMITED, d �� �• v
RECORDED IN VOLUME 73429, PAGE 160 (D.R.T.C.T.) m °' m 'o
JOHN EDMONDS SURVEY, ABSTRACT N0. 457, JOHN CONDRA SURVEY, ABSTRACT N0. 309 m a �. a
CfFY OF FORT WORTH TARRANT COUNTY, TEXAS
�bC�C�4
ENGINEER /SURVEYOR:
OWNER: WINKELMANN &ASSOCIATES, INC. SI
PARKWOOD 38, LIMITED 6750 HILLCREST PLAZA DRIVE, STE 100
14900 LANDMARK BLVD., SUITE 610 DALLAS, TEXAS 75230 ®�
DALLAS, TEXAS 75254 (972) 490-7090
(972) 490-7099 FAX
Page 1 of 1
� -• •
• •, • , �
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COUNCIL ACTION: Approved on 10/14/2008
ux�x>��cz�er,�s ..__,:�:F -, .,;.�.,..,.,�,.,_ ,zc-,�,.., x,;.,..,,ofi,.,,:.;��sx�ra*x�sa ,s;re ,,,�::.:,.WF r,��yxi,�rz.:.,,,sa.�z„u:�arvsrc� ,..,� r,,,,M�„�,z�_�,,. c:�.�.r�:.�,s,�a�,-.�,� r,.�c,.�-,;,s�,,�.�yrrKt,.sr,�.,�nwssss�., .,a�v�n,.,s- -�,re� yr�x�,u.��;:u., ;
DATE: Tuesday, October 14, 2008
LOG NAME: 20MARGAUX PKWD
REFERENCE NO.: **L-14659
SUBJECT:
Authorize One Storm Water Facility Maintenance Agreement from Margaux Parkwood Partners,
Ltd., for Property Located South of North Tarrant Parkway and West of Highway 377
esaxxri,.rvx�x�rMa-�_.x��a���sx -�_. „,aN ,a � _ . rr.�r�.N,�'t., .:xz� � s.._-�- :- �:y?� ..:.�.�;, ,-�r:,,��:.��.Ariz.�,<✓<.,z.±z�r�ur�raM�,r�.�, ., , ..�
,,...c�.,.s ,-,�::x' .:., .�...�.. z .. � - .��,-.z �.�a. �,z.�.n �..:� : ,..-.._ar. �.. -.�r:T-.E�.:sz
RECOMMENDATION:
It is recommended that the City Council authorize the execution of one Storm Water Facility Maintenance
Agreement from Margaux Parkwood Partners, Ltd., for property located south of North Tarrant Parkway and
West of Highway 377, in north Fort Worth (DOE No. 5999).
DISCUSSION:
The Storm Water Facility Maintenance Agreement is necessary to assure proper maintenance of two
detention pond facilities by the owner, Margaux Parkwood Partners, Ltd. The maintenance of these facilities
shall occur at no expense to the City of Fort Worth.
The detention ponds will serve the Sundance Southwest Addition. These facilities are necessary to limit
storm water run-off generated in the subdivision to pre -developed conditions, and to reduce the possibility
of flooding to residents downstream of the watershed. The facilities are located south of North Tarrant
Parkway and west of Highway 377 in north Fort Worth.
The Facilities are located in COUNCIL DISTRICT 4, Mapsco 36H.
FISCAL INFORMATION/CERTIFICATION:
The Financial Management Services Director certifies that this action will have no material effect on City
funds.
TO Fund/Account/Centers
Submitted for City Manager's Office b�
Originating Department Head:
Additional Information Contact:
FROM Fund/Account/Centers
Fernando Costa (8476)
A. Douglas Rademaker (6157)
Jill D Griffin (6253)
http://www.fortworthgov.org/council�acket/Reports/mc�rint.asp 10/15/2008