HomeMy WebLinkAboutContract 61535Date Received: 6/11/2024
Permit No.: SWFMA-24-0027
Time Received: 11:07 AM City Secretary No.: 61535
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this day l lth of June
2024 , by and between HT HWY 114 LAND 2 LP, a Texas limited partnership,
hereinafter referred to as "Landowner", the Wildflower Ranch Master Association,
hereinafter referred to as "Association" and the City of Fort Worth, hereinafter referred to
as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as a tract
of land situated in the Guadalupe Cardinas Survey, Abstract No. 214, Denton County, Texas
according to the deed recorded in Document No. 2020-37541, Deed Records, Denton
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 Tradition Phase 4C hereinafter called
the "Plan", which is expressly made a part hereof, as approved or to be approved by the City
and the Landowner and Association provides for management of Stormwater within the
confines of the Property; and
WHEREAS, the City and the Landowner and Association, 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 Stormwater Management Facilities be constructed and maintained
on a portion of the Property; and
WHEREAS, the City requires that on -site Stormwater Management Facilities
("Facility") as shown on the Plan be constructed and adequately maintained by the
OFFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY
Rev. 03/01/2022 BN
FT. WORTH, TX
Landowner, its successors and assigns, including Association, the location and dimensions
of which is shown and more particularly described by metes and bounds in the attached
Exhibit "A" ("Facility Property"); and
WHEREAS, Landowner agrees to convey the Facility Property to the Association
and the Association agrees to accept the Property where the Stormwater Facility is located.
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 and Association, its successors and assigns, shall adequately
construct and maintain the on -site Stormwater 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 Stormwater
Facility includes all pipes, channels or other conveyances built to convey
stormwater to the facility, as well as all structures, improvements, and vegetation
provided to control the quantity and quality of the stormwater. Adequate
maintenance is herein defined as good working condition so that these facilities
are performing their design functions. The Stormwater 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 and Association, 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 Facilities, 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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
3. The Landowner and Association, 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.
4. In the event the Landowner and the Association, its successors and assigns, fails
to maintain the Facility in good working condition as specified herein, 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 and the Association, 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 or the Association. 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 AND ASSOCIATION AGREES TO HOLD THE CITY
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY
FAILS TO OPERATE PROPERLY. LANDOWNER AND
ASSOCIATION 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 FAILURE OF LANDOWNER OR ANY FUTURE
OWNERS OF THE FACILITY PROPERTY TO MAINTAIN THE
FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND
BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO
PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND
ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR
(3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A
MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA;
OR FAILURE TO PERFORM ANY OTHER DUTIES OR
OBLIGATIONS HEREUNDER.
7. Landowner and Association covenants and agrees that no habitable building
shall be erected within the boundaries of the Property in which the Facility is
located as outlined on Exhibit "A" but this paragraph shall not preclude
construction of other improvements within the boundaries of the Property in
which the Facility is located, which do not impede drainage. Landowner and
Association covenants and agrees that no habitable building shall be erected on
the above property abutting such boundaries of the Property in which is Facility
is located, 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 100year frequency flood.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, 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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
9. Notwithstanding anything to the contrary contained or implied elsewhere herein,
it is expressly agreed and understood that the liabilities, indemnities and
obligations of HT HWY 114 LAND 2 LP as Landowner hereunder shall expire
and be of no further force or effect upon the transfer ("Transfer") by HT HWY
114 LAND 2 LP to the Association of legal title to the Facility Property, save
and except for any liabilities, indemnities and obligations of HT HWY 114
LAND 2 LP as Landowner hereunder which have accrued and are due, payable
and/or performable as of the date of the Transfer and which shall expressly
survive the Transfer.
[REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK]
STORMWATER FACILITY MAINTENANCE AGREEMENT cJ
Rev. 03/01/2022 BN
Executed this 11th day of June
CITY OF FORT WORTH
Daum Ouzhdoff
Dana Burghdoff (Jun 8, 02415:26CDT)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: Jun 8, 2024
Approved as to Form and Legality:
Matthew Murray
Senior Assistant City Attorney
City Attorney's Office
Date: Jun 7, 2024
STATE OF TEXAS §
COUNTY OF TARRANT §
2024
o �opq�
ATTEST: FA 'No° o9-i d
�o
Jannette S. Goodall
City Secretary
Date: J u n 10, 2024
Contract Compliance Manager:
By signing, I acknowledge that I am the
person responsible for the monitoring and
administration of this contract, including
ensuring all performance and reporting
requirements.
Re erca Owen (Jun T. 202410:29 CDT)
Rebecca Owen
Planning Manager
Date: Jun 7, 2024
This instrument was acknowledged before me on June 8th, 2024 by
Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
Notary Public, State of Texas
o�FRvaLe`� BROOKE BONNELL ,
2 qq Notary Public ,
STATE OF TEXAS
Notary I.D. 134009525
�OF My Comm. Exp. Oct. 11, 2026
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
LANDOWNER
HT HWY 114 DEVELOPMENT LP
By: HT Hwy 114 Development LLC, its general partner
By: HT Hwy 114 LP, its sole member
By: Hides Hwy 114 LLC, its general partner
By: Himes Hwy 114 Associates LP, its sole member
By: Hines Investment Management Holdings Limited Partnership,
its general partner
1j By:
Nam . Robert . Witte
Title: Senior Managing Director
ASSOCIATION
Wildflower Ranch Master Association
C�) A,� ,1
HAnna Brown
Dustin Davidson
i
Mara McLeo
Brian Ogden
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev 0311)112022 BN
LANDOWNER
STATE OF TEXAS
COUNTY OF DAI.I.AS
BEFORE ME, the undersigned authority, a Notary Public in and For the State of
Texas , on this day personally appeared Robert W. Witte
(name), Senior Managing Director (title), known to me to be the
person whose name is subscribed to the foregoing instrument, and acknowledged to me that
he/she executed the same for the purposes and consideration therein expressed, as the act
and deed of HT Hwy 114 Development LP (entity), a
limited partnership (entity type) and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAT, OF OFFICE this 5th day
of June 20 24
�1
S....................•„• Notary Public, State of
USAN HEINEN
NOTARY PUBLIC
STATE OF TEXAS
W comm. EXP. 11/15/2(3
NOTARY 10 12-943907.9
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03101I2022 BN
S FA I I: OF rI;XAS §
C0 1IN"I'Y OI: DALLAS §
Phis instrument was acknonledged before me on June 5.2024 by I lanna Brown
authorized representative, acting on behalf of the Wildflower Ranch Master Association,
SUSAN HEINEN
NOTARY PUBLIC
' STATE OF TEXAS
MY COMM. EXP, 11/15/28
NOTARY ID 12543907--9 Notar} Public, Stale of
STATE OF TEXAS
COI NTY OF DALLAS
']"his instrument was acknowledged before me on .tune 5,202.4 by Dustin Davidson
authorized representative, acting on behall'of the Wildflower Ranch Master Association.
SUSAN HEI
NOTARY PUBLIC
STATE OF TEXAS
s*JFq MY COMM. EXP. 11/15/26
NOTARY ID 12543907-9 Notar} Public, State of
i.,......, . .........
STAIT 01: fL'XAS §
COUNTY OF DALLAS §
This instrument was acknowledged before me on June 5,202 4 by 11ara �IcLcod
authorized representative, acting on behalf of the Wildflower Ranch Master Association.
SUSAN HEINEN��.
'J NOTARY PUBLIC +�
STATE OF TEXAS
MY COMM. EXP. 11/15/26 s
NOTARY ID 12543907-9 j Notar% Public. State of
STAIT OF TEXAS §
COI INTY 01., DALLAS §
I -his instrument was acknowledged belore me on June 5,2024 by Brian Ogden
authorized representative, acting on behalf of the Wildflower Ranch Master :Association.
................. .............................
SUSAN HEINEN
NOTARY PUBLIC
STATE OF TEXAS
Notary Public, State of
MY COMM. EXP. 11/15/26
NOTARY ID 125439079
-&Ifltwllv�
STORMWATER FACILITY MAINTENANCE AGREEMENT 9
Rev. 03/0112022 BN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT 10
Rev. 03/01/2022 BN
EXHIBIT "A"
LEGAL DESCRIPTION FOR
VARAIBLE WIDTH DRAINAGE EASEMENT
All that certain lot, tract, or parcel of land, situated in a portion of the
Guadalupe Cardinas Survey, Abstract No. 214, Denton County, Texas, being
part of that certain called 383.83 acre tract described in a deed to HT HWY 114
Land 2 L.P. recorded in Document No. 2020-37541 of the Deed Records of
Denton County, Texas (DRDCT), and being more completely described as
follows, to -wit:
COMMENCING at a 5/8" capped iron rod found stamped "CARTER & BURGESS"
for the Southwest corner of said 383.83 acre tract and being in the North right-of-
way line of State Highway No. 114 (variable width right-of-way);
THENCE North 00 deg. 31 min. 57 sec. West departing said North right-of-way line
and continue along the West line of said 383.83 acre tract, a distance of 32.79
feet to the TRUE POINT OF BEGINNING;
THENCE North 00 deg. 31 min. 57 sec. West along said West line, a distance of
543.66 feet;
THENCE North 89 deg. 27 min. 24 sec. East departing said West line, a distance of
117.68 feet to a Point of Curvature of a non -tangent circular curve to the left,
having a radius of 55.00 feet, a central angle of 98 deg. 47 min. 36 sec., and
being subtended by a chord which bears South 65 deg. 46 min. 00 sec. East -
83.52 feet;
THENCE in a southeasterly direction along said curve to the left, a distance of
94.83 feet;
THENCE North 89 deg. 27 min. 24 sec. East non -tangent to said curve, a distance
of 137.41 feet;
THENCE South 00 deg. 32 min. 36 sec. East, a distance of 107.63 feet to a Point of
Curvature of a non -tangent circular curve to the left, having a radius of 60.00
feet, a central angle of 53 deg. 50 min. 24 sec., and being subtended by a
chord which bears South 26 deg. 55 min. 12 sec. West - 54.33 feet;
THENCE in a southwesterly direction along said curve to the left, a distance of
56.38 feet;
GMcivil
2559 SW Grapevine Pkwy • Grapevine, TX 76051 • 817.329.4373 Sheet 1 of
TxEng Firm #F-2944 • TxSury Firm # 10021700 January 3, 2024
Engineering & Surveying gmcllvil.com 10720-DE39.dwg
THENCE South 00 deg. 00 min. 00 sec. East tangent to said curve, a distance of
109.69 feet, from which a 1 /2'' capped iron rod found stamped "GOODWIN &
MARSHALL" for the Southwest corner of Winding Meadows Drive (variable width
right-of-way) per Document No. 2021-87 of the Plat Records of Denton County,
Texas (PRDCT) and being in the South line of said 383.83 acre tract bears South
52 deg. 41 min. 52 sec. East - 456.86 feet;
THENCE North 90 deg. 00 min. 00 sec. West, a distance of 124.53 feet
THENCE South 00 deg. 31 min. 56 sec. East, a distance of 194.93 feet;
THENCE South 75 deg. 11 min. 12 sec. East, a distance of 68.82 feet;
THENCE South 14 deg. 48 min. 48 sec. West, a distance of 20.00 feet, from which
a TXDOT Disk Monument found in the North right-of-way line of said State
Highway No. 114 and being in the South line of said 383.83 acre tract bears
South 01 deg. 42 min. 29 sec. West - 31.34 feet;
THENCE North 75 deg. 11 min. 12 sec. West, a distance of 55.00 feet;
THENCE South 70 deg. 06 min. 06 sec. West, a distance of 79.84 feet;
THENCE South 89 deg. 28 min. 04 sec. West, a distance of 113.07 feet to the
POINT OF BEGINNING, containing 132,887 square feet or 3.051 acres of land,
more or less.
Bearings are referenced to Texas State Plane Coordinate System, North Central
Zone (4202), North American Datum of 1983 as derived from GPS observation.
Exhibit map attached and made a part hereof.
\S T R Q9s
JOHN N. ROGER;*
-0 6372
1aFES s\o
d NpSURV00��—
4/29/2024
GMcivit I TxEng Firm r#F--2944 - TxSurvFiirm # 100217006051
0021700rapevine, TX 76051 t31 7 329 4373 Sheet 2 of 4
January 3, 2024
Engineering & Surveying C,3mcivII.com 10720-DE39.dwg
SEE SHEET 4 FOR LINE
& CURVE TABLES
REMAINDER OF I A�INA T No 214
(J� �O i I CALLED 383.83 ACRES — C� Rs� i�` iC / \
HT HWY 114 LAND 2 L.P.
11'Qs DOC. NO. 2020-37547
D.R.D.C.T.
CALLED 435.5ACRES
4�
THE 1990BETTY MARIEMCI
IRREVOCABLETYRE TRUST, ET AL I I Ulu p�[��f A
VOL. 2906, PG. 363 Q
D.R.D.C.T. i �C1 L3 —L ij/
t � ��� L4 —
LO
hw� j
q�o � )
W C2�
z i
L7 ) 3 (VARIABLE WIDTH R/W)
DOC. 2021 87
P.R.DR.D.C.T.
00 _
POINT OF j 1/2"C.I.R.F.
sr I "GOODWIN
BEGINNING L9 — — — — & MARSHALL"
Ll L13— ��2 —---�_----
L1 L15
DISK TXDOT MON -DRAINAGE EASEMENT 0 200 C
POINT OF WATER EASEMENT DOC. .R. .C.T. 4795
DOC. NO. 2021-69360 D.R. D.C.T. SCALE IN FEET
COMMENCING D.R.D.C.T.
5/8" C.I.R.F. BEARINGS ARE REFERENCED TO
"CARTER &BURGESS" STATE H IG HWANo. 114 TEXAS STATE PLANE COORDINATE
(VARIABLE WIDTH R/W) SYSTEM, NORTH CENTRAL ZONE L
_ I I (4202), NORTH AMERICAN -
DATUM OF 1983 AS DERIVED
EXHIBIT "A" MAP SHOWING FROM GPS OBSERVATION.
VARIABLE WIDTH DRAINAGE EASEMENT,
SITUATED IN A PORTION OF THE a
L
GUADALUPE CARDINAS SURVEY, ABSTRACT NO.214
DENTON COUNTY, TEXAS �� IF F
�P �s T E k�
Job No.: 10720 Scale: 1 "=200' Sheet
C I I Drafted: L.J.C. Checked: J.N.R. �oHN N. RoceRs
-0 6372 '
GMSurveyed on the Ground: 3/26/2019 �°FEss�o`'P
Engineering & Surveying of c
2559 SW Grapevine Pkwy, Grapevine, Texas 76051 -1 $L1RV O C
817J29-4373 Date Prepared: 3/20/2024 <
TxEng Firm # F-2944 I Tx$ury Firm # 10021700
Q Revised:4/19/2024 I Revised: Date Signed: 4/19/2024 u
r
4.
CURVE TABLE
CURVE #
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
55.00'
94.83'
98047'36"
S65046'00"E
83.52'
C2
60.00'
56.38'
53050'24"
S2605512"W
54.33'
LINE TABLE
LINE TABLE
LINE #
BEARING
DISTANCE
LINE #
BEARING
DISTANCE
L 1
N00031 '57"W
32.79'
L9
S7501 1 ' 12"E
68.82'
L2
N00031'57"W
543.66'
L10
S14048'48''W
20.00'
L3
N89027'24"E
1 17.68'
L11
N 75011 " 2"W
55.00'
L4
N89027'24"E
137.41'
L12
S70006'06''W
79.84'
L5
S00032'36"E
107.63'
L13
S89028'04''W
113.07'
L6
S00000'00"E
109.69'
L14
S52041'52"E
456.86'
L7
N90000'00"W
124.53'
L15
SO1042'29''W
31.34'
L8
S00031'56"E
194.93'
EXHIBIT "A" MAP SHOWING
VARIABLE WIDTH DRAINAGE EASEMENT,
SITUATED IN A PORTION OF THE
GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
DENTON COUNTY, TEXAS
Job No.: 10720 Scale: NONE
Sheet
GM&ivil Drafted: L.J.C. Checked: J.N.R.
a�
Surveyed on the Ground: 3/26/2019
Engineering & Surveying
of
25595WGaP n8Pk17 94374°V'n ,n xas 6051 Date Prepared: 3/20/2024
TxEng Finn R F-2944 I bcSury Firm N 10021700
Is
Revised: 4/ 19/2024
I Revised:
BEARINGS ARE REFERENCED TO
TEXAS STATE PLANE COORDINATE
SYSTEM, NORTH CENTRAL ZONE
(4202), NORTH AMERICAN
DATUM OF 1983 AS DERIVED
FROM GPS OBSERVATION.
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JOHN N. ROGERS o
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Date Signed: 4/19/2024 w
r
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT 11
Rev. 03/01/2022 BN
luil'1Tltu
ROLLS AND CONSTRUCTION SHALL CONFORM TO THE CITY(
=ORT WORTH STANDARDS AND SPECIFICATIONS.
ALLSTORM SEWERPIPE SHALL BE CLASS III RCP, ASTMCTB, UNLESS
NOTED OTHERWISE.
ALL DITCHES SHALL BE TAMPED AND COMPACTED T0SERE STANDARE
PROCTOR DENSITY. (ALL TAMPING SHALL BE DONE MECHANICALLY).
SEE PAVING FUN 8 PRO-EBHEETBANDWATER 8 RANI ARYBEWE
FOR ADDITIONAL INFORMATION RELATED TOPAVING DRAINAGE.AND 0
EL-LLPUBLICUNLITIESSHALLBEDETERM 11THE
CONTRACTOR AND THE CONTRACTOR SHALL DETERMINE WHETHER ANY
ADDITIONAL FACS.—OTHERTHANTHOSEIN THEBEPUNS MAYBE
PRESENT
). ALLCONGRETE USED IN THE CONSTRUCTION OF STORM SEWER MANHOLES,
INLETS,BOXCULVERTS,ETC SNALLBECLA A-CONCRETEAND
MINIMUM STRENGTHOFS,OO-(8SACKCEMENT)AT28DAYS
B CONTRACTORS— COORD-TEWITHTHEOWNERENGINEERORRIS
REPRESENTATIVE AND—REPRESENTATIVEBREGAROINGDE-TIONFROM
THERE FLANS
9 CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRENCH BAFETY
REQUIREMENTS INACCORDANCEWITH CITYOF FORTWORTN STANDARDS,
TEXAS STATE LAW. AND —HA. STANDARDS.
10 ALLBACKFILLFORSTORMBEWERFACILITIESSHALLCONFORMTOTHE
BPECIFM.ATIONS AND DETAILS SHOWN INTHIS PUNSET NO WATER JETTING
1, GROUNDELEVATIONBBROULOBEATORNEARFROPOSEDSUBGRADE
AT—ISSTHINRIGH HAY CONTRACTOR SHALL RETURNSUBGRADE
TOWITHINONE-TENTH (D1J FEETOF ESTABLISHED GRADEAFTERTHE
INBTALUTION OF ALL DRAINAGE FACIMRES
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SCALE: 1" = 300'
LEGEND
ce DR/—EAAREA
/ACREAGE
--� DRAINIGEEAREA
/ fLOW ARROW
r IBeNDR 0l8[clpp
STORM DRAIN
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9D� STORM DRAIN
w/ HEADWALL
OINLEINO
P
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A) & B-)e THROUGH B-f 0
NOTE: NO SAVED OR
PROPOSED TREES ARE
WITHIN THE SWFMA
BOUNDARY
EXHIBIT "B"
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.anxsaa 1� �k. rxoorf-rx�x�.l��KYFRr — Hrcllwar rEAsroF DRAINAGE
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VOI. 2906. PG. 3aJ ` 1
LEGEND
/ACREAGE
763 gil
C
FUi. PHASE �bC \ \ (\ fUT. PHASF \ ���� ORAI DIVIDE
RIX JJ ^
\ \ I \5 I\ FLOW ARROW
R.UNORDRELToNI
SiORRM DRAIN
ILLLLLI/ / \/ III. P�755 L \ \
WiORM DRAIN
\ 1 /HEADWALL
INLET NO.
757
TO WINGING MEADOWS DRIVE
I GALGULATIONS OFORAINAGE AREAS
\l' y !/ /r \ EX-A18 B-2a RIROUGH&f0 Z a
n fUT. PNASF W
LU
Pur. rHASE a16� l T50- / 1 I L 2
V Y NIAP I / / to cc
.IS*/^ Ei = 3
/BA/KOBEB/BIEMBENEBAL BBTES /
/I Q LL
1. ALLMATERMLSANO CONSTRUCTION SHAD CONFORMTO THECIP/OF /\ 1 /'� / J / l l V cc
FORT—THSTANDARDSANDSPECIFICATIONS. III \ o — �� Tp9 I ^ / /i O
AL
L STORMSELVERfNPESHALL BECLASSDIRCP, ASTMCrB, UNLESS /43 I _ LL
NOTED OTHERWISE B /
S. ALL D?CHES SHALL BE TAMPED AND COMPACTEDT095%STANDARD
PROCTOR DENSITY (ALL TAMPING SHALL REDONE MECHANICALLY) {
4 SEE PAVING PLANB PROFILESHEETS AND WATERBSANITARY SEWER PLANS — I Al
FOR ADDITIONAL INFORMATH)NRELATED TO PAVING, ORAINAGEAND OTHER - M. PHASE
UTILITY CONSTRUCTION I 746 /
5. REFERTO CITYOF EXISTING FORTWORTH STANDAROSPECIFICATIONSFOR I - I146 I /
CONSTRUTIONCSTANDARDS.
8. THE LOCATIONSOFIXISTING UTILIRES INDICATED IN THESE PlANSARE
TAHEN FROM PUBLIC RECORDS.THE—CTLOCATIONAND ELEVATION OFALL PUBLIC UTILITIES SHALL BE DETERMINED BYTHE I � �\ - - ( � I
CONTRACT ORgNOTHECONTRACTOR SHALL OETERMINEWHETHER ANY III // \ �� ��']45-` „\_l _\I 1
ADDITIONAL FACILITIES OTHER THANTHOSE INTNESE PLANS MAYBE � I �— — / —/ �U gg
PRESENT. I 1 / ✓✓ — / � .i .— — — I I .� S Ri @
T ALLCONGRETEUSEDINTHECONSTRUCTIONOFSTORMSEWERMANHOLES
MINIMUMSTRENGTHOF3000P NSACI(CEMENT)AT28 DAYS.ND
8 CONTRACTOR SHALL COORDINATE WITH THE OWNER, ENGINEER, OR HIS
C
TA REPRE PE�NSTIVE,AND CITYREPRESENTATNES REGARDING DEVUTION FROM N - I Q Q I a
11, I
RffER iO—PHASEABASIT I II O
CONTRACw
9. T TOR SHALLBE RESPoNSIBLE FOR MAINTAINING TRENCH SAFETY WILL BE CONSTRUCTED
HE— !NACGORDANCEWITHCITYOFFORTWORTHSTANDAROS - ONCURREND
TEXASSTATELAW,ANDOS.H A STANDARDS / , PHASE 41
fo ALL BAKFRL FOR STORM SEWER —TIES SHALL CONFORM TO THE _/ I i _
SPECIFICATIONS AND DETAILS SHOWN IN THIS-1 SET NO WATER JETTING o� / I i \ II T' NOTE: NO SAVED OR
MALLOWEO. / L _ /� ' PROPOSED TREES ARE
11. GROUNDELEVATIONSSHOULDBEATORNEARPROPOSEDSUBGRADE 3 l �-!`_1 a/
ELEVATIONSWITHINRIGHT-oFWAYGONTRA—SHALLRETURNSUBGRADE 6. — -, — A39 MM // I,/ WITHIN THE SWFMA �'T'��
TO WITHIN ONE-TENTH(01i FEETOFESTASLISHEDGRA)EAFTERTHE w AEfFR 10 fUf. PHASF 4B ASR
INSTALLATIONGFALLDRAINAGEFACILITIES. Z�'6i (WILL BE CONSIRUCRD e BOUNDARY
CONCURREARYWIM PHASE
99368
cmrneacmB.rB�E I j31 i I I ( e � /— L J
EXHIBIT "BBB
urroxA,Awrs>osrK I ` M1sit PO fUl. PHASE4BR ��� ( 1 ( �/ \ I� I BENCHMMARKELEVAT/ON: 1c1JI DATE DR LYf//Ci
UC_AS
sluuePRPs4aureeEma/ocaT�NegeLu %{REFEBECONSTR IFD
Ano f>�f�rvSc / COf� RRENi4 WRHP E4C l35 I I I IrvT xS GiroxO[r C[CIt095/C REVIEW
rwcrznAs 0.aav
33 of 82
M
uxvFJzmxmroFAca/nPsammc causTRbeTxw. aw nA'.wtTYAnnAmrzcrron /' � I BENCWMARA'EFEVAI>0.V: 1f63d
Au oFxwzvwgt aecateRgWwacexpLu TReCavmncrP,xx'e — — — J L — — — — — —
—DRAINAGE
B s.r«sr a FRS A �roa c GINS `s°" G4N1 TCHL�OG�iIC - SE SHEET old HDHWAr RTNG2D4 STOFTHE AREA MAP
.PVRIDHr-I Use By wwTrex PeRNIssFDUDFOaomxxa WasNnu,Ixe erxv E.\10720 - imtl—\Plow\Phax -—1\Phox aC\SMeta\I0T20-0A-MAP.tlx9 1. feb 0T .11 09
RATIO- CNALUF COraFU 0NS- PROPOSED E011TIONS-GOLUFLANE IY ORF
� DBD D% aa4
wHOHTEDC
Ica r�Mege SGO 10.m 6.m 0.]a RYMRCOMPUT4Mbk
IRATIONALCNALUECompurA-IONS-RN0P C0111NOr43 1-110- RGE (.re)Ai DESIGN Parvr
Ga ve Olmnswcn WBGHTEDcI
= as] a% o." D.34 T nYa P,rb.u0
n.ORUEA
Al RU
NACREn purl
(. -PAID
2.% DOD O.m ow OaT s
IS 549 DOD O.m ow
OB] ONEACRE LOTS
14 381 O.DD Q. 0.W an
11 *1
SF LOTS
Ad OUS D.m ODD -_
IT 29B 000 000 om R-r
Ad 3.12 000 a OmWM AMILY
46.m ODD G. Om
am DOD D. Om
0.00 000 0.1
Om o66-COMMERLNCRE Lois
L(Nosne RanI
B-16 'E. DOD 0US om OBT
Ma"CVACnr
PERSEC ION, z.]DF
em-12aeH ry
ER(e)
ENING (e)
9
=GRpvm(a2s Na 21
'TOR"
R"
=N Dw.NET DISCHA GE (nal
Y=rma1DEFTHNOF _Ow AIT OPENING) IN)
= DEPTH Of GUTTER
e=DEPTH of INLET DEMESSION) (e)
DRAINAGE DESIGN CRITERIA
AINAGEAREAcoYPNAI-
A- O CA TIME 11 ai 18 08 1100 W. P.. PICHLPPOINT
LA 2,20 0.� 1.47 15 331 T.. 4.85 TIE ],BI 11.88 k Gn-Gate DYts'A-ta'8'A-1Y
IAn 2.% QB 19] ,0 331 9T2 4. 9Ea i91 1a. k On -Gads lnlels •Ana' a' A-2Y
IAd 548 Qa� 389 15 331 18.18 485 ii 83 ]BI R10 I k OnGMe Hk1.'A3a'8'Adb'
JAI D1 1 42 1:11 18.14 k OrvGr mbLa'Aie' 6'AaE"
.3a k � OnQ-am nlms-A-Sn'a'A3e'
IAd 481 1115 Ill S25 4. 1481 TBI �T� On-GWe FMa'Ada'6'A9b'
1-1 2,. G. - 15 3,31 B.% 4.85 aSS 7.91 1G% k .,plMam'A-]e's"A.71 µ•
IAd as>,I z w ,5 3 31 ,D.a!{ . B5 1013 791 ,a54 k Sp lmal:'A-- A'A.Se' „Mow„ ° Qape
&12 OB'm a6!!!! USO 211 9 2ro 90. 4% 19186 BYl N814 I k Stmm-Llm"B-ir NU.- - Ia.2e1
1&130.R 0.5] 10 4.D4 9.95 5.75 9.2] 8.2/ 525 k SNnp lDlma"&,3s'A a.,- enurnrcrwraunennumePw NON
1.14 O. ESH 10 4d aaT 5]5 a% .24 OnOnwn nlma"e-tae"a•e-t4e^
B-+5 1 4 3. 41 ��IT wle emla •a15a"6'B-Se
a-18 18.02 Q t0.T3 15 3,31 52% 4.85 ... ].BI 80.82 k S,wm qeF Nre'B-t6'
5 -Year R 100-Year Hydrologic and Street Capacity Calculations
6YEAR Flaw mO.R,HX OV r f00YEAR 6VEAR 1%YEAR CameYance Slope a, 5WBar 1%-Year
_ Gnyanr Nvm Street Nem.
resa9a Area
C G Tlme Inm�wry bmnory Pem flow Rere S1.dnmm SINndraln RamF127 Rare I21w slmctum Point Capeciry .,AXy
ID to) R Upsream Upwre.m 101 MI
I'm w IPA! I14 IFe9 w adq
220 OBT t4T 15 485 7.9, 7.15 ,1.% Om 000 T.,S 11% 29 B43 a- 3340 .1
A^i 296 O6] t9] 15 4. 1.91 955 -1. 0.00 Om 9.55 1559 290E 0.0%5 313t 5133
11.
G.
S 11 1
A<A6.01 3n6] 09 5 1Ad 14 060,0067
A. 0] 315 48]BI 1497 24A4 O.m Om 1497 1
as I I 111
-a 0.1 241 ]Bse sw 11 781 3E, 149 127
IS 3.1.] 48TIN 10.13 184
t.k 1013 18m 29 B-B O.m]2 32.% 54.02
al. o]3 I S7 SIS 6.24 327 525 7id� 0.00 525 3T BE -d.'�2 521 83.29
I.
11
sts 0, ai 0.]e ... 10 5.T5 s.za 4.Is s. aa0 act 4.16 1 sW 3] BE I GD%2 fiat bass
ora ". A".
in'I maelepa f Equlv.lam Gmm Y.nnilm'a .r Gnyauar QYa.r Taml Guvar Nnpm Ra9uind
S pa Pavemem G Ou,mr a DepNd Fbw Spread mFlew Siope 9exet8ectl0n CealOclenl mr 6yeer Ruma Flew o LengM prOrldedL
Inlet Na Area N. WYement
"'o""'11"IFUTEIRIA Al-11
i(ORNN oDFSMNNINas EDUAJON FOR GUTTERa 'ArGIna)
%-UGHNESS COEFFICIENT
(S LONGn)II(SRoDINALr ) ALLEY CROSS SLOPE (DIN)
T WIDTHOFFLOVORSPREA)D(e)
N IONG'ISE TIAON�FSRSTREET AND RIGHTnFWAV FLOW.
H4FG FE
A=cRoss SECTlonupREq INN) xr
S = LONGITUDINAL SLOPE (Nb)
= 0 025 EANTH CHervnELB px
n=0022C UGATEDPP
D=Iod86mBle(sltn IRw3
a=31 d0ero.O1B1 nB.%1lSltrz lond]sws
a. ee.3,3 (sltn 11
MR
PoSrZC
'n•DD
we(JBY50•B.o3,(„y50-0U16
a:(eceflo.o2,el Ua.3�SHEDG (0.%ozwJ
D e%.842151,rz
=1ii ��and.1
a313(aM UH
mn9nda)
= ed°5%(
z lsna
Imes Capacity yaa Flzynrar
INTEN51ry TroNFREPER ETCOSI_ OGQiECHNICALMANEUMEA
STORM FREDUENCY. s
THE DRAN
INLET (ONEITETMFFSITE IF AOFPECMOFAIN
(EOWmuo ESMDUPLEXES,p RTNENTS) 1O MIUUTEs
INDUSTRIAL u-
D=ee.4s+(o ape nN)trz
= = s+s sx(min(s)+rz F..)
D=��9�(OA05NN)+rz
.6. ..Sx. .11. .1.0. �.T. .1..
IYM aUa apAl linl IT
:1Irywl
.*. 1r. .L. LaT E .1.
(cY) IW 7IN aU lcTe
a
1 SS7
allymwmnd
1
11 1- OOam 0.9333 020 13t4 0.UAR
RN.Mp
DO'S 362 11 36T 029 t0 120T 1-367 G
Cmrynawb Ad
A-Za
A3 a- a0A0 a- 0.30 1a01 .1-OO1B
RPS.,
O.OD a. 10 11 4.78 0.00
4 m
E,Xr, 9Ad
Calryma,o Ad
AID
Ads
�Adb
IS D00T8 G= 0.3333 037 18.42 aim
Ad o- 00200 0.- DJ] 10.42 0.10]8
RanlOp
R-P
OD19
ODIB
6.92 Om a. 14. ,0 DTm a- 1% 1.D2
8.82 Q.m 8L 1.. 10 oroG.]% 1
Calrymwr,o Ad
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.
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5,% 102 12IS 15 1.1 1.0D0 0% aw
1uat9Ad
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o
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IS GOJB] 0021m D. 0. , 1 0.1.1
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OD,B 3.48 O.oO J.48 e." 10 1.1M 1.000 340 0.00
G--.A.
AIS
Adb
Ad I
Ad Dot% o021Y 0.- 029 1431 0.,303
-OR
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D.D.]a 7 , ] t .T
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4.w1Y01erk B-14
fary0wrloB
B-141,
B-14 o0002 00200 a= 0.20 9.75 Dim
RaoMD
Ra0A0p
Otis 1A8 0.00 t48 4TO 10 2103 IOD0 t46 0.00
Calrymm 1. 8-13
6ENCNMARKELEVAT/ON: 101Jf
BENCNAGRKEYEVA150.9: 1f6J0
EXHIBIT "B"
c\1DT20 - T d..n\PI..a\P1.aa - s..m\Pb..4 aG\slNaa\,0 -DA Cu I., T.. Pm 11 2121 1e:11 t
N NOI
WE -
fll0=61 yj1 41 Ili- LFk- 116 SCALE: 1" = 120'
TIa50 I-N. REEBOARD EMERGENCYSPILLWAY=71- 100-YR WSEL=>IS dO e'i^
]20JT8 8LOCBA ...
7j9 7II.50
CRETE FLUME®02J%
-c E.y.�
/J.000 P51 CONCRFTF \ ` 1�
wlrx Ra aAes®1R•c'I \
CCNCNFTFP/LCTCNANNE[NETA/L I III \.._ i �D CUAL_YERi CONSD. UNE"A"
I I d jj iBa »s � I I SECl//MA-.1
' I
III >Iz �
I I 1gR i I -
' 6'WIDE CONCRETE... 118 m Sfu .
FLUME@0.% CHANNEL ACCESS
D' WISE /) ll
Is%MA%SLOPE � I �� I I-11I-11I-III 11 LI I I-11I-11I-�
• I
100-YRWSEL= j EMERGENCYSPILLWAY Z
715.d0 - _ IGRASSLWFD,
GRADING LEGEND I i 1 I dEL7/6MBB O O F-
C-33 bx� 7 2
I - F-
_ W
PROPOSEDCONTOUR I - \\ \_\ _ 115.5 CO R JII \ x=Been Q Q
x 50p.00 SPOTELEVAIION i 1 .1�65 \ \ \ II ) i = O
1Ex01 i=504.00 JIia_ s
PROPOSED
L
01
- �106vR w5ft.)ISwO
LL
OE BTIA
MCHLNE 716 -1I6
_
EMERGENCY POSITIVE
OVERFLOW
d0'x71ttPCALPAD
\ _ coNc. FLUME `n 1 u
I II \ P`'S dEr7MIGd
tt>mv �'%JS'ttPICAL PAD _
WMICINNAMF
ry
/1U EERM 715
l WIDDI 713 �
ULTIMATE
INSTALL 11.S1 ARMO- FLOODPIAIN
EROSION MAKING ON
r . . I. `. `. `. DOWNS RfAM SIDE OF SPILLWAY
SWFMA (5BEYOND TOE OF SLOPE) -_
- w
w----
SHi14
A 8
Detention Pond A
a
Elevation (ft)
Storage (ac-ft)
Discharge (cfs)
0 6
710.50
0.00
0.0
711.00
0.06
3.2
g a
712.00
0.84
16.6
713.00
2.39
29.0
714.00
4.23
54.5
B 2�
715.00
6.22
66.7
8.35
716.00
191.4
MILTTIEYI J. BMOQ,
716.50
9.48
405.1
ass
EXHIBIT "B"
L J
NOTE' NO SAVED OR
�N " a '� _
Dscrvn>RFr lxric
PROPOSED TREES AREI
WITHIN THE SWFMA
I
,���
42 of 82
BOUNDARY
DIETeNTION
11 NEA Wes„DRIFLEPA
MCMVAr 24- TE-TOF
BENaERTROAO
E \10720 - T 1..\P1-\P1- - -\P1- o \8nee1\10720-P01D-G-NO
POND GRADING
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eng lnu o 18 2024 0123
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1Fr�kvne �cr�itlbs B.�lelh�ni %ew�ckewwdeeMM•
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SECTION B-B
dLOPE®ENOCECf/�'
C047N4C1BBN07E
S.D. LINE A"
GREGORY METHOD
MIMIMUM RIP -RAP CALCULATIONS
050(Mlnimum) - JP/(I.e 9 H{ -W
RAe e:
9=ft/s'
—
— Umt weight of stone
�= Unit weight of water
= 150/b/!t
= 6I Nb/(t
050(M'._) = JP/1] 1149
. . . . . . . . . .
. . . . . . . . . .
. . . . . . .
. . . . . . . . . . . . . . . .
050(Minimum) = 0.16' = 19"
"t SH 114
•
C0NSIRUCi0Y3'BU)PEO FNO HEADWALL I
INSTALL 313Y ROCR RN -RAF
/
SIa 1+BA I RA UNE "A-9-
E%.2—EE `��I1I1
` �Swo�31�w_
n4i_ R�R
/
— /
/ COHSRUa—'SLOPEDENOHEAOWALL
.EDH, CONCRFZE FIUMFM--- `
^
1�Tlh
111'
III
I
CULVERT A-9
PONo rOP=n6sB
aT EE oe cuss [if1
dk3R.C.9.C.Q0.Y996 NCREIEfwAle®O.zB°6
uu
QuzFa >7uxm.
SREVISION
3+M
N 1�
SCALE: 1" = 120' 1
RIPRAP GRADATIONS
17' THICKNESS Of RIPRAP
SIEVE SIZE PERCENT
SQUARE MESH PASSING
IS INCH 100
I]INCH ro-100
B INCH 45. 75
61NCH I I
V%
INCH 10-M
1-112INCH 0-10
O
k
I11
U
BENCHMARA'ELEYiI)l0N: lOJ.31
W =
1Lwo55ING
rvIiERSECTKMIT oFIMRR E3iCREFK
Q
= O
9N NNARKE[fVA>I0N: 11[b
Q
EL
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o
Pe�OF� S CA LE
730
725
720
as
715 U
.INTTIEW_3..BAAOQ
705
Q 1;.
f S%Q`!AL
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700 1 osGwDRn: LKP T
1 REv nt.IB
= 64 of 82
II!
EXHIBIT " B" 695 CULVERT
D\-20 -
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T--\Play,\H,.- - So.m\Pna,e ac\sneer,\lmzo-SroRN-wwERr B-. sTu. 11 m sou 1B
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s 00 Tp
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INSTALL (B'x 3')90`BEND
41 e� ��
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-
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•
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8'x 3'RCBLI=J12.66
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INSTALL (a'x ) BEND
8'x 3'RCBIV •1111269
I
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8'xi'RCBI
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9'x i'RCB )NV
a?"RCPIN
RCP IN
Xs'JUNCDON BO
=]13.5
13.50 0
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F 1
I
I
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o
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w
FORT WORTH,
TEXAS
m
I
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o m �.
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4T"RCPINV=)15.95
— —
— —
—
— —
— —INS
p."RCI0131V50_
717.57
NSiALL 24" BENDAISa
24" RCP INV=I16.]]ja
La 00.00 S.D.W. Aj
21
21
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iui4
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b F F m
1
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INSTALL 42?X 2D4I Y.E.5. 239I
/2"RCP INV=]15.95
716.23 2<•RCP INV= 711
I
I
Sb L 1.0S.o. -wi.
INSTALL 5'X5JUNCTON BOX #2
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EROSION
EXHIBIT"B" "D"wnr B11=TRodD TEASTI CONTROL PLAN
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==11-
EROSION
EXHIBIT "B" Nam^_AW&E240E CONTROL __c DETAILS
E.\107N - T,.d\P1\1h - S..t1\Ph 1C\Eh\107E0-M5.dlq Tue - 07 —1 1(
Exhibit "C"
CITY OF FORT WORTH STORMWATER 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/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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 10
Rev. 11/19/2020 JLE
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT
INSPECTION
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
Stormwater Quality
Structure
Type of Stormwater
Quality Structure
Structure type and
Condition
Condition of Rip -Rap
Condition of filtration
system
REPAIRS REPAIRS
DATE NOTES
REQUIRED MADE
STORMWATER FACILITY MAINTENANCE AGREEMENT 11
Rev. 11/19/2020 JLE
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT 12
Rev. 11/19/2020 JLE