HomeMy WebLinkAboutContract 40570CITY SECRETARY
CONTRACT NO, ` osO 7 O
STORM WATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this M*day of ,
b o , by and between Renaissance Square, LLC, acting by and through Moriah Real
Estate Company, LLC, 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 66.580 acre tract located in the R Ramey Survey, Abstract No. 1342 and J
Justice Survey, Abstract No 859, Tarrant County, Texas according to the deed recorded in
Volume 388402, Page 30, Plat records of 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 The Shoppes at Renaissance Square
Addition 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 Exhibits "A" ("Facility
Property"); and
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. 01 /09/2007
07-1 6-1 O A 1 1� 46 I N
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 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 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
STORM WATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 01 /09/2007
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
EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
STORM WATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 01 /09/2007
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 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 Exhibits "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
Rev. 01 /09/2007
Executed thisay of t, 20 IV
Landowner: 16.011aissance Square, LLC
a Texas Limited Liability Company
By: Moriah Real Estate Company, LLC
a Texas Limited Liability Company
its General
By:
Branch, Managing Partner
City
City of Fort Worth
Fernando Costa
Assistant City Manager
Approved as to Form and Legality
Assistant
Contract Authoiriaatiou
wl
1 n1,�
Date
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. 01 /09/2007
ATTEST
City Secretary
CITY SECRETARY
FT. WOR? TH, TX
J
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on J u I Y l jj ZO 1 U by
Fernando Costa, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
EVONIA DANIELS
MY COMMISSION EXPIRES
July 10, 2013
O��7-���(C��3���ofi�
THE STATE OFv�4S §
C00446004
OUNTY OF NT §
Public, State of Texas
This instrument was acknowledged before me on this o�,�%day of
20 !D, by Alfred Branch, Managing Partner of Moriah Real Estate
Company, LLC, a Texas Limited Liability Company and general partner of Renaissance
Square, LLC, Limited Liability Company, on behalf of the partnership.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this � fh day of
Qa`� 041 N, <
'NOTA FO �'%
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# 02017752
(1� EXP. 11/26/10
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STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. 01 /09/2007
EXHIBIT "A71
FIELD NOTE DESCRIPTION
STATE OF TEXAS
COUNTY OF TARRANT
BEING a tract of land situated in the R. Ramey survey, Abstract No. 1342 and J. Justice survey, Abstract No. 859 and being a
portion of Lot 1, Block 1 of the Masonic Home and School Addition an addition to the City of Fort Worth as recorded in volume
388-102, Page 30 of the Plat Records of Tarrant County, Texas (PRTCT) and being more particularly described as follows:
COMMENCING %z inch iron rod found at the Southerly Right of way of E Berry Street (80' Right -of --way) and the westerly
Right-of-way line of Vaughn Boulevard (variable width Right -of --way)
THENCE South 08 deg 07 min 10 sec East across said Lot 1 Block 1 a distance of 301.37 feet to the Point of Beginning, and said
point being the beginning of a non -tangent curve to the left having a radius of 10.00 feet, a chord bearing of South 70 deg 32 min
29 sec East, and a chord length of 6.62 feet;
THENCE along said curve to the left through the central angle of 38 deg 38 min 42 sec, an arc length of 6.74 feet to a point for
corner,
THENCE South 51 deg 13 min 08 sec East a distance of 70.46 feet to a point for corner;
THENCE South 28 deg 31 min 58 sec West a distance of 15.29 feet to a point for corner;
THENCE North 68 deg 15 min 56 sec West a distance of 32.13 feet to a point for corner;
THENCE North 82 deg 41 min 28 sec West a distance of 82.51 feet to a point for corner;
THENCE South 62 deg 09 min 46 sec West a distance of 209.96 feet to a point for corner, said point being the beginning of a
curve to the right having a radius of 10.00 feet, a chord bearing of North 58 deg 53 min 43 sec West, and a chord length of 17.13
feet;
THENCE along said curve to the right through a central angle of 117 deg 53 min 04 sec, an are length of 20.57 feet to a point for
corner;
THENCE North 0 deg 02 min 49 East a distance of 117.16 feet to a point for corner, said point being the beginning of a curve to
the right having a radius of 10.00 feet, a chord bearing of North 45deg 02 min 49 sec East, and a chord length of 14.14 feet;
THENCE along said curve to the right through central angle of 90 deg 00 min 00 sec, an arc length of 15.71 feet to a point for
corner;
THENCE North 89 deg 51 min 50 sec West a distance of 248.06 feet to the Point of Beginning
CONTAINING within these metes and bounds 22,216 square feet or 0.510 acres. Bearings shown hereon are based upon an on
the ground survey performed in the field on the 1st day of June, 2009.
Winkelmann
& Associates, Inc.
CONSULTING CIVIL ENGINEERS ■ SURVEYORS
fi750 HILLCREST PLAZA DRIVE, SUITE 325 (972) 490-7090
OALLAS, TEXAS 75230 (972) 490-7099 F
Texas Engineers Registration Na. 89
Texas Surveyors No. 100866-00
COPYRIGHT ® 2010, Winkelmann & Associates, Inc.
Scale : N/A
Date : 02.16.2010
Dwg. File :26042ESMT—DET7
Project No. __26042___
LEONAND JA L 1 KE
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EXHIBIT A
STORM WATER DETENTION FACILITY
DETENTION POND (1) SHEET
0.510 ACRES
RENAISSANCE SQUARE LLC °F
4501 PRAIRIE PKWY 2
CEDAR FALLS, IOWA 50613
E. BERRY STREET EXHIBIT "A"
1/2"
700.59' �RF
RENAISSANCE SQUARE LLC
INST. #D209165808
LOT 1,
BLOCK 1
MASONIC
HOME
AND
SCHOOL
ADDITION
VOL. 388-102,
PG. 30
0
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POINT OF
BEGINNING
C° �,� N89'51'50"W 248.06'
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DET TION
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Line Table
Line #
Direction
Length
L1
N68°15'S6"W
32.13
L2
N82'41'28"W
82.51
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CURVE TABLE
No.
Delta
Radius
Length
CH. B
CH. L
C1
38°38'42"
10.00'
6.74'
S70°32'29"E
6.62'
C2
117°53'04"
10.00'
20.57'
N58°53'43"W
17.13'
C3
90°00'00"
10.00'
15.71'
N45°02'49"E
14.14'
�v
Winkelmann
& Associates, Inc.
CONSULTING CIVIL ENGINEERS ■ SURVEYORS
6750 HILLCREST PLAZA DRIVE. SUITE 325 (972) 490-7090
OALLAS, TEXAS 75230 (972) l90-7099 F
Texas Engineers Registration No. 69
Texas Surveyors No. 100666-00
COPYRIGHT ®2010, Ylnkelmann &Associates, Inc.
Scale : 7" = 100'
Date : 3/15/10
Dwg. File :26042ESMT—DET7
Project No. __26042___
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s- EXHIBIT A
TORM WATER DETENTION FACILI
�EK.�: DETENTION POND (1)
•�:' •• Y 0.510 ACRES
Q�:
�•'P� RENAISSANCE SQUARE LLC
O .�
4501 PRAIRIE PKWY
CEDAR FALLS, IOWA 50613
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EXHIBIT "A"
FIELD NOTE DESCRIPTION
STATE OF TEXAS
COUNTY OF TARRANT
BEING a tract of land situated in the R. Ramey survey, Abstract No. 1342 and being a portion of Lot 1, Block 1
of the Masonic Home and School Addition an addition to the City of Fort Worth as recorded in Volume
388402, Page 30 of the Plat Records of Tarrant County, Texas (PRTCT) and being more particularly described
as follows:
COMMENCING''/z inch iron rod found at the Southerly Right of way of E Berry Street (80' Right -of --way) and
the westerly Right-of-way line of Vaughn Boulevard (variable width Right-of-way)
THENCE South 27 deg 18 min and 07 sec East across said Lot 1 Block 1 a distance of 758.35 feet to the Point
of Beginning
THENCE South 27 deg 47 min 27 sec East a distance of 62.3 feet to the beginning of curve to the right having
a radius of 199.00 feet and having chord Bearing of South 10 deg 29 min 33 sec East and having a chord length
of 114.27 feet
THENCE continuing along said curve to the right through a central angle of 33 deg 22 min and 17 sec and an
arc length of 115.91 to a point for corner:
THENCE North 85 deg 30 min 40 sec a distance of 321.70 feet to a point for corner
THENCE North 62 deg 13 min 22 sec a distance of 305.96 feet to the Point of Beginning
CONTAINING within these metes and bounds 0.642 acres or 27,977 square feet. Bearings shown hereon are
based upon an on the ground survey performed in the field on the 1 SL day of June, 20090
Winkelmann
& Associates, Inc.
750 HILLCREST PIAZA
CONSULTING CIVIL ENGINEERS ■ SURVEYORS
6DRIVE, SUITE 313 (972) 490-7090
OALLA9, TEXAS 73230 (972) 490-7099 FAX
Texas Engineers Registration No. 89
Texas Surveyors No. 100866-00
COPYRIGHT ® 2010, Vfinkelmann & Associates, Inc.
Scale : N/A
Date : 3/15/2010
Dwg. File :26042ESMT—DET2
Project No. : 26042___
.LEONARO J Y
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EXHIBIT A
TORM WATER DETENTION FACILI
DETENTION POND (2)
0.642 ACRES
SHEET
�
RENAISSANCE SQUARE LLC OF
4501 PRAIRIE PKWY 2
CEDAR FALLS, IOWA 50613
POINT OF
E. BERRY STREET COMMENCIN
o' so' 1Go'
Scale 1'=100'
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700.59' IRF
�G
�� �
RENAISSANCE SQUARE LLC yZ � �
INST. #D209165808
LOT 1, BLOCK 1 MASONIC HOME AND \
SCHOOL ADDITION VOL. 388-102, PG. 30
25
1 -- -_� ,-
Line Table
Line # Direction Length
L1 S27°47'27"E 62.63
L2 N85°30'40"W 321.70 � >M
L3 N62'13'22"E 305.96w� I No
U U r �
N� I �Q
F-
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POINT OF
BEGINNING
APPROXIMATE LOCATION SURVEY LINE
/DETENTION (2) POND ESMT.
��j MAINT. BY LOT 17 OWNER
I � L2
40"W --�-- __
-
CURVE TABLE
No.
Delta
R
dius
Length
CH. B
CH. L
C1
33°22'17"
199.00'
115.91'
S10°29'33"E
114.27'
�`� Winkelmann
& Associates, Inc.
CONSULTING CIVIL ENGINEERS ■ SURVEYORS
6750 NILLCflEST PLAZA DRIVE, SUITE 325 (972) 490-7090
DALLAS, TEXAS 73230 (972) 490-7099 FAX
Texas Engineers Registration Na. 89
Texas Surveyors No. 100866-00
COPYRIGHT ®2010, Winkelmann &Associates, Inc.
Scale : 7" 100'
Date : 3/15/2010
Dwg. File :26042ESMT—DET2
Project No. 26042_
FT
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LEONARD JA
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EXHIBIT A
ORM WATER DETENTION FACILIT
DETENTION POND (2)
0.642 ACRES
`' �~�' 4501 PRAIRIE PKWY
CEDAR FALLS, IOWA 50613
SHEET
2
OF
EXHIBIT "AI'
FIELD NOTE DESCRIPTION
STATE OF TEXAS
COUNTY OF TARRANT
BEING a tract of land situated in the R. Ramey survey, Abstract No. 1342 and being a portion of Lot 1, Block 1 of
the Masonic Home and School Addition an addition to the City of Fort Worth as recorded in volume 388-102, Page
30 of the Plat Records of Tarrant County, Texas (PRTCT) and being more particularly described as follows:
COMMENCING 5/8 inch iron rod found at the Southerly Right of way of E Berry Street (80Right-of--way) and the
Easterly Right -of --way line of Mitchell Boulevard (100' Right-of-way)
THENCE South 51 deg 25 min 29 sec East across said Lot 1 Block 1 a distance of 530.97 feet to the Point of
Beginning, said point is the beginning of a non -Tangent curve to the right having a radius of 10.00 feet and having a
chord Bearing of North 45 deg 04 min 59 sec East and having a chord length of 14.13 feet
THENCE continuing along said curve to the right through a central angle of 89 deg 55 min 41 sec and an arc length
of 15.70 to a point for corner
THENCE South 89 deg 57 min 11 sec East a distance of 288.00 feet to the beginning of curve to the right having a
radius of 10.00 feet and having a chord Bearing of South 44 deg 55 min 01 sec East and having a chord length of
14.15 feet
THENCE continuing along said curve to the right through a central angle of 90 deg 04 min 19 sec and an arc length
of 15.72 feet to a point for corner
THENCE South 0 deg 07 min 08 sec West a distance of 105.55 feet to the beginning of curve to the right having a
radius of 10.00 feet and having a chord Bearing of South 45 deg 07 min 08 sec West having a chord length of 14,14
feet
THENCE continuing along said curve to the right through a central angle of 90 deg 00 min 00 sec and an arc length
of 15.71 feet to a point for corner
THENCE North 89 deg 52 min 52 sec West a distance of 288.00 feet to the beginning of curve to the right having a
radius of 10.00 feet having a chord Bearing of North 44 deg 52 min 52 sec West and having a chord length of 14.14
feet
THENCE continuing along said curve to the right through a central angle of 90 deg 00 in 00 sec and an arc length
of 15.71 feet to a point for corner
THENCE North 0 deg 07 min 08 sec East a distance of 105.19 feet to the Point of Beginning
CONTAINING within these metes and bounds 0.885 acres or 38,529 square feet. Bearings shown hereon are based
upon an on the ground survey performed in the field on the 1st day of June, 2009.
� Winkelmann '�F °�� rL.
& Associates, Inc. ; �4. r �'•
CONSULTING CIVIL ENGINEERS ■ SURVEYORS ,,,;,,,,,,r,',,,, .... .. +....°„
6750 HILLCREST PLAZA DRIVE, SUITE 325 (972) 490-7090 1 C O N AIl JAY t_U K F
DALLAS, TEXAS 75230 (972) 490-7099 FAX LE ••� J• ..
...................
Texas Engineers Registration N89
Texas Surveyors No. 100866-00 14
COPYRIGHT ® 2010, Vlinkelmann & Associates, Inc. ••;pQ C1�.,••
Scale : N/A n` 9A. F • ..c7. ` O V�
Date 3/15/2010
File :26042ESMT—DET3
:t No. : ___26042__
EXHIBIT A
TORM WATER DETENTION FACILIT
DETENTION POND (3) SHEET
0.885 ACRESNINON
�
RENAISSANCE SQUARE LLC OF
4501 PRAIRIE PKWY 2
CEDAR FALLS, IOWA 50613
- EXHIBIT "A" - - -
_ POINT OF
s/a'. COMMENCING
IRF s 89°59'17" E E. BERRY STREET
jl
J I
m
�a
Line Table
Line #
Direction
Length
L1
S89'57'11 "E
288.00
L2
SO'07'08"W
105.55
L3
N89'S2'52"W
288.00
L4
NO'07'08"E
105.19
RENAISSANCE SQUARE LLC
INST. #D209165808
LOT 1,
BLOCK 1
MASONIC
HOME AND
SCHOOL
ADDITION
VOL. 388-102,
PG. 30
L1
(3)
� DETENTION POND
MAINT. BY LOT 15 OWNER
CQ L3 �,"�
CURVE TABLE
No.
Delta
Radius
Length
CH. B
CH. L
C1
89°55'41"
10.00'
15.70'
N45°04'59"E
14.13'
C2
90°04'19"
10.00'
15.72'
S44°55'01 "E
14.15'
C3
90°00'00"
10.00'
15.71'
S45°07'08"W
14.14'
C4
90°00'00"
10.00'
15.71'
N44°52'52"W
14.14'
Winkelmann
& Associates, Inc.
CONSULTING CIVIL ENGINEERS ■ SURVEYORS
6750 HILLCREST PLAZA OflIVE, SMITE 325 (972) 190-7090
OALUS, TEXAS 75230 (972) 190-7099 FAX
Texas Engineers Registration No. 89
Texas Surveyors No. 100866-00
COPYRIGHT ®2010, wnkelmann &Associates, Inc.
Scale :1" = 100'
Date : 3/15/2010
Dwg. File :26042ESMT—DET3
Project No. : ___26042__
C2
ESMT. J
Q
Q
0' S0' 100'
Stole ,-=100'
���� s'Te'x:�s EXHIBIT A
����.��' F�''•. TORM WATER DETENTION FACILI
• •JA LUEK° DETENTION POND (3)
LEONAR .•.. .• 0.885 ACRES
.. :.�... 71• .�:..
'••s�° QQ RENAISSANCE SQUARE LLC
f�'�;�, �• • •� �•'• ° 4501 PRAIRIE PKWY
�� CEDAR FALLS, IOWA 50613
SHEET
2
OF
2
J
D>1'
EXHIBIT "A"
FIELD NOTE DESCRIPTION
STATE OF TEXAS
COUNTY OF TARRANT
BEING a tract of land situated in the R. Ramey suzv#pwy�L (Incl r"I&CIa }IVRILHo1z of
Lot 1, Block 1 ki the Masonic Home and School Ad�i� �d z�i r�(i tthd(i i yCclflFv t orth
as recorded in volume 388-102, Page 30 of the Plat R�c�(JioTtz�t;t �auizgy,s(3Gi)
and being more particularly described as follows:
COMMENCING 5/8 inch iron rod found at the Southerly�Right'of��vayXz��l�rrz�SS.tr.�t(�T�'
Right -of --way) and the Easterly Right-of-way line of Mit'(Mll Bouldvaadq (!lam' IRMirt1way)
THENCE South 23 deg 35 min 48 sec East across said Lbi�l Block 1 a distance ofs il�'8.633
to the Point of Beginning
THENCE North 89 deg 58 min 22 sec East a distance of 358.14 feet to a point for cornea•
THENCE South 00 deg 18 min 52 sec East a distance of 101.00 feet to a point for corner,
THENCE South 89 deg 58 min 22 sec West a distance of 13tii.75 feet to a point for coi7�r
THENCE South 00 deg 18 min 52 sec East a distance of 15.00 feet to a point for corners
THENCE South 88 deg 39 min 37 sec West a distance of 206.56 feet to a point for corner
THENCE North 33 deg 56 min 03 sec West a distance of 9.89 feet to a point for corner
THENCE North 06 deg 56 min 18 sec West a distance of 54.45 feet to a point for corner
THENCE North 03 deg 21 min 18 sec West a distance of 58.56 feet to the Point of Beginning
CONTAINING within these metes and bounds 0.907 acres or 39,523� �rnre hwAt. ��,�irags
shown hereon are based upon an on the ground survey performed irzt fc �zz; o� tt� I�rt day of
June, 2009.
Winkelmann '�'�
�''`P�•G�g T E'qt
CONSULTING CIVIL ENGINEERS ■ SURVEYORS 1A C.�,�
6750 HILLCREST PLAZA DRIVE, SUITE 325 (972) 490-7090 [?'
DALLAS, TEXAS 75230 (972) 490-7099 FAX i'� .,
Texas Engineers Registration No. 89 I��•,.:.•••"'��•
Texas Surveyors No. 100566-00NF(D • Y
COPYRIGHT 02010, Winkelmann & Associates, Inc. �.-L-..
Scale : NSA /�...5 • • 4'
Date : 311512010:�fi[_
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Project No. :---26042__ ""d
I� EXHIBIT A
STORM WATER DETENTION FACILITY
DETENTION POND (4-1) SHEET
0.907 ACRES
•°•'. t OF
RENAISSANCE SQUARE LLC
4501 PRAIRIE PKWY 2
1. CEDAR FALLS, IOWA 50613
EXHIBIT "A"
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POINT OF
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FORT WORTH ISD
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SCHOOL
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Line Table
Line #
Direction
Length
L1
N89°58'22"E
358.14
L2
SO°18'52"E
101.00
L3
S89°58'22"W
136.75
L4
SO°18'52"E
15.00
L5
S88°39'37"W
206.56
L6
N33°56'03"W
9.89
L7
N6°56'18"W
54.45
L8
N3°21'18"W
58.56
RENAISSANCE SQUARE LLC
INST. #D209165808
LOT 1,
BLOCK
1 MASONIC
HOME AND
SCHOOL
ADDITION
VOL. 388-102,
PG. 30
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CONSULTING CIVIL ENGINEERS ■ SURVEYORS �'
6750 HILLCREST PLAZA DRIVE, SUITE 325 (972) 490-7090 � • •...•. •"
DALLAS, TE%AS 75230 (972, 490-7099 FA% /, • .: , , . ° ..�7..(�. • • • .� � 6� F DETENTION POND (4 —1)
Texas Engineers Registrotion No. 89 C i�U •AY° •••
Texas Surveyors No. 100866-00 � L.t.C)(�� .. ••° •• �T 0, 907 ACRES
COPYRIGHT ®2010, Wnkelmann &Associates, Inc. '•.,`�,.,.°•° "°••� .l ,A� • _`-��" %;�
Scale :Custom `S.1 ••�'�'',O •���Q...` RENAISSANCE SQUARE LLC
Date :3/15/2010 \� _�;,',;��• ��• a��y� 4501 PRAIRIE PKWY
Dwg. File :26042ESMT—DET4-1 ��'�>_,, ::- CEDAR FALLS, IOWA 50613
Project No. ___26042__
SHEET
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DS
EXHIBIT "A"
FIELD NOTE DESCRIPTION
STATE OF TEXAS
COUNTY OF TARRANT
BEING a tract of land situated in the R. Ramey survey, Abstract No. 1342 and being a portion of
Lot 1, Block 1 of the Masonic Home and School Addition an addition to the City of Fort Worth as
recorded in volume 388-102, Page 30 of the Plat Records of Tarrant County, Texas (PRTCT) and
being more particularly described as follows:
COMMENCING 5/8 inch iron rod found at the Southerly Right of way of E Berry Street (80'
Right -of --way) and the Easterly Right-of-way line of Mitchell Boulevard (100' Right-of-way)
THENCE South 39 deg 48 min 12 sec East across said Lot 1 Block 1 a distance of 1260.47 feet to
the Point of Beginning
THENCE North 89 deg 25 min 04 sec East a distance of 511.75 feet to a point for corner
THENCE South 00 deg 31 min 23 sec East a distance of 122.54 feet to a point for corner
THENCE South 89 deg 58 min 22 sec West a distance of 512.19 feet to a point for corner
THENCE North 00 deg 18 min 52 sec West a distance of 131.00 feet to the Point of Beginning
CONTAINING within these metes and bounds 1.411 acres or 61,467 square feet. Bearings shown
hereon are based upon an on the ground survey performed in the field on the 1st day of June, 2009.
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Winkelmann
& Associates, Inc.
CONSULTING CIVIL ENGINEERS IN SURVEYORS
6750 HILLCREST PLAZA DRIVE. SUITE 325 (972) 490-7090
DALLAS, TEXAS 75230 (972) 490-7099 FAX
Texas Engineers Registration No. 89
Texas Surveyors No. 100866-00
COPYRIGHT 0 2010, winkelmonn & Associates, Inc.
Scale : N/A
Date 3/15/2010
Dwg. File :26042ESMT—DET4-2
Project No. : ___26042__
P•c�"T•E`.:�-�s�, EXHIBIT A
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RENAISSANCE SQUARE LLC °F
4501 PRAIRIE PKWY 2
CEDAR FALLS, IOWA 50613
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CONSULTING CIVIL ENGINEERS ■ SURVEYORS
6750 HILLCREST PUZA DRIVE, SUITE 325 (972) �90-7090
DALUs, TE%AS 75230 (972) 19D-7099 rA%
Texas Engineers Registration No. B9
Texas Surveyors No. 100666-00
COPYRIGHT ®2010, Winkelmann & Associcles, Inc.
Scale : 1" = 100'
Date : 3/15/2010
Dwg. File :26042ESMT—DET4-2
Project No. ___26042__
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Exhibit
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 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 reaulations.
Detention facilities shall be mowed monthly between the months of April and
October or anytime vegetation exceeds I / inches in height.
To prevent debris from entering and clogging the downstream storm sewer
system a wire mesh screen or similar screening device shall be installed over the
outlet until final acceptance.
4. PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log
should document the condition of the detention system's primary
components, mowing, and silt, litter and debris removal dates. Document
aeration of the basin bottoms and replanting to prevent the sealing of the
basin bottom.
• Written maintenance and repair records shall be maintained by the
party or parties signing the attached Agreement and shall be provided
to the City upon request.
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev. 01 /09/2007
Exhibit "D"
Storm Water Structural Maintenance CHECKLIST
FREQUENT
INSPECTION
DATE
REPAIRS
REQUIRED
REPAIRS
MADE
NOTES
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
pond
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 -
STORM WATER FACILITY MAINTENANCE AGREEMENT 9
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 1 O
Rev. 01 /09/2007
M&C Review
Page 1 of 1
COUNCIL ACTION: Approved on 7/13/2010
DATE: 7/13/2010 REFERENCE
NO..
CODE: C TYPE:
**C-24310 LOG NAME:
CONSENT PUBLIC
HEARING.
Official site of the City of Fort Worth, Texas
FORT Vet nti
20ROWE6348RENAISSANCE
SUBJECT: Authorize a Storm Water Facility Maintenance Agreement with Renaissance Square,
LLC, for Property Located on Wichita Street, South of Berry Street and West of Vaughn
Boulevard at No Expense to the City of Fort Worth (COUNCIL DISTRICT 8)
RECOMMENDATION:
It is recommended that the City Council authorize the execution of a Storm Water Facility
Maintenance Agreement with Renaissance Square, LLC, for property located on Wichita Street,
south of Berry Street and West of Vaughn Boulevard at no expense to the City.
DISCUSSION:
Renaissance Square, LLC, is the owner of a 66.580 acre tract of land upon which it will construct five
storm water facilities. The detention ponds will serve the Shoppes at Renaissance Square Addition.
These facilities are necessary to limit storm water run-off generated on the property to pre -developed
conditions and to reduce the possibility of flooding to residents downstream of the watershed.
The terms of the Maintenance Agreement will ensure proper maintenance of five storm water facilities
by Renaissance Square, LLC, Clt no cost to the City. The facilities are located on Wichita Street, south
of Berry Street and west of Vaughn Boulevard.
The facility is located in COUNCIL DISTRICT 8, Mapsco 78T.
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:
ATTACHMENTS
6348_20ROWE6348RENAISSANCE.pdf
FROM Fund/Account/Centers
Fernando Costa (8476)
William A Verkest P.E. (7801)
Jill D. Griffin (6253)
http://apps.cfwnet.org/councilnacket/mc review.asp?ID=13702&councildate=7/13/2010 7/14/2010