HomeMy WebLinkAboutContract 61589Date Received: 6/24/2024 Permit No.: SWFMA-24-0041
Time Received: 1:48 p.m. City Secretary No.: 61589
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 24th day of June
20 24 , by and between Ordunos LLC, a Texas limited liability company, 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 a
tract of land situated in Lot 2, Block 44-R-2, Seminary Hill Addition, Tarrant County,
Texas according to the deed recorded in Document No. D223074799, 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 Don Govo Panaderia 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 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
Landowner, its successors and assigns, the location and dimensions of which is shown and
OFFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY
Rev. 03/01/2022 BN
FT. WORTH, TX
more particularly described by metes and bounds in the attached Exhibit "A" ("Facility
Property"); and
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner, its successors and assigns, shall adequately construct and
maintain the on -site 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, 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
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
citizen complaints. The City shall provide the Landowner, its successors and
assigns, copies of the inspection findings and a directive to commence with the
repairs if necessary.
4. In the event the Landowner, its successors and assigns, fails to maintain the
Facility in good working condition 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, 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
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
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
ABOVE 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
TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS
HEREUNDER.
7. Landowner 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 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 100-year 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 owner's association.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
(—
Executed thl, 24th day of June
CITY OF FORT WORTH
Dana �Gtk#
Dana Burghdoff (Jun 202.41f 23 CDT)
Dana Burghdoff'
Assistant City Manager
City of Fart Worth
Dale: J u n 24, 2024
Approved as to Form and Legality:
-jr—az. "
Matthew Murray
Sr. Assistant City Attorney
City Attorney's Office
Date: Jun 24, 2024
ATTEST:
Jannette S. Goodall
City Secretary
Date: Jun 24, 2024
ovvoaIlR
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STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 0310112022 BN
2024
LANDOWNER
Ordunos LLC,
a s limited liability ompany
By: Gregorio Orduno, Owner
z//Zy
Date: G 1 l
r
Contract Compliance Manager:
By signing, I acknowledge that 1 am the
person responsible for the monitoring and
administration of this contract, including
ensuring all performance and reporting
rcquirements.
_U,1n
Rebecca Owen (Jun 24, 202411:55 CDT)
Rebecca Owen
Planning Manager
Date: Jun 24, 2024
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on June 24th, 2024 by
Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth. L
Brooke Bonne II (Jun 24, 202413:28 CDT)
Notary Public, State of Texas
LANDOWNER
STATE OF §
COUNTY OF i D VVad §
- - - - - - - - - - - - -
O�pRYpV�`/ BROOKE BONNELL
a Notary Public ,
* * STATE OF TEXAS
Notary I.D. 134009525 `
My Comm. Exp, Oct, 11, 2026 `
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
-CYAS , on this day personally appeared GreQorio Orduno. Owner, 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 Ordunos LLC, a Texas limited liabilitv comnanv, and in the
capacity therein stated.
GIVEN CINDER MY HAND AND SEAL OF OFFICE this C� l day
of� IAf ai , 20 t.
Notary Pub is ate Sof�
""r'► ARACELY VAZQUEZ
Notary Public, State of Texas
Comm, Expires 02.13.2028
Notary ID 1323681311
STQRMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev, 0310112022 BN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
J� Page 1 of 2 QA
Exhibit "A"
Easement Description
Drainage & Detention Easement
Compiled March 22, 2024 - AN05569-R2
*see Page 2 of 2 for Exhibit
BEING a 0.099 acres Drainage & Detention easement, over and across Lot 2, Block 44-R-2, Seminary
Hill Addition, Document # D216204792, Plat Records, Tarrant County, Texas; and being further
described by metes and bounds as follows:
BEGINNING at a 5/8" capped iron rod found in the west right-of-way of McCart Avenue, for the
southeast corner of said Lot 2 and the herein described easement;
1) THENCE S 89°29'31" W, 181.98 feet• with the south line of said Lot 2, to a 1/2" iron rod with cap
stamped "Texas Surveying. Inc." set for the southwest corner of this easement, from which a 5/8"
capped iron rod found for the southwest corner of said Lot 2, bears S 89°2931" W, 10.00 feet;
2) THENCE N 00°54'21" W. 56.00 feet, to a 1/2" iron rod with cap stamped "Texas Surveying, Inc."
set for a corner of this easement:
3) THENCE N 89°29'31" E, 24.61 feet, 1/2" iron rod with cap stamped "Texas Surveying, Inc." set for a
corner of this easement, and being in a 45.50 foot radius curve to the left;
4) THENCE 55.12 feet southeasterly, with said 45.50 foot radius curve to the left, having a chord
bearing and distance of S 55°48'08" E. 51.81 feet, to a 1/2" iron rod with cap stamped "Texas
Surveying, Inc." set for a corner of this easement;
5) THENCE N 89-29.31" E, 35.00 feet, to a 1/2" iron rod with cap stamped "Texas Surveying, Inc." set
for a corner of this easement:
6) THENCE S 00°54'21" E. 21.50 feet, to a 1/2" iron rod with cap stamped "Texas Surveying, Inc." set
for a corner of this easement:
7) THENCE N 89°29'31" E, 61.75 feet, to a 1/2" iron rod with cap stamped "Texas Surveying, Inc." set
for a corner of this easement:
8) THENCE N 59°55'06" E, 12.04 feet, to a 1/2" iron rod with cap stamped "Texas Surveying, Inc." set
for a corner of this easement;
9) THENCE N 78-37.22" E, 16.07 feet, to a 1/2" iron rod with cap stamped "Texas Surveying, Inc." set
in the west right-of-way of said McCart Avenue, the east line fo said Lot 2, for a corner of this
easement, and being in a 545.51 foot radius curve to the right;
10) THENCE 16.10 feet southwesterly, with said 545.51 foot radius curve to the right, having a chord
bearing and distance of S 29°16'15" W. 16.10 feet, to the POINT OF BEGINNING.
Notes:
1) An easement exhibit accompanies this description.
2) Bearings, Distances, and/or Areas derived from GNSS observations performed by Texas Surveying,
Inc. and reflect N.A.D. 1983, Texas State Plane Coordinate System, North Central Zone 4202 (GRID).
Easement Description Certified Correct:
Za aria R. Savory, Reqistered Pr s 'onal Land Surveyor No. 5966
exas rveying, Inc. - Aledo Bra
. Front St. - Aledo, TX 76008
aledocatxsurveyinq.com - 817-441-5263
AN05569-R2 - Compiled March 22, 2024
'<<c •••0 F.••• TF
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CO
ZACHARIAH R. SAVORY
:.......5966 ...� :: .
9� cESS\p::�O
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TEXAS
SURVEYING
INC.
ALE00 BRANCH - B17-441-5263 R
FIRM No. 10194122 - ALEOWNSURVEYING.COM \�
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EPage 2 of 2
Exhibit "A„
Notes: v
x Easement Exhibit
Drainage & Detention Easement
Compiled March 22, 2024 - AN05569-R2
*see Page 1 of 2 for Description
N
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N �
m a
a
x
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to
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0
O
Capped
/
Ca10.00'
IronRod--
--_
crete Retaining Wall —
1) An easement description accompanies this exhibit.
2) Bearings, Distances, and/or Areas derived from
GNSS observations and reflect N.A.D. 1983, Texas
State Plane Coordinate System, North Central Zone
4202 (GRID).
3) All corners are set 1/2" iron rods with orange
plastic caps stamped "Texas Surveying, Inc", unless
otherwise noted.
rpy
/ No Parkir�
0.099 Acres Sign ° '
(4303± Sq.Ft.) /
Drainage & Detention001 /
Easement Lot 2, Block 44-R-2 '
Seminary Hill Addition �¢ � a ,
D216204792
/
L2 P.R.T.C.T.
h ,a'0'
,� �/
N 89°29'31" E 61.75' s�
— — -S 89 298 6, P 9, P�ftiT.C.
.Ili Eas ent 38—_--__--_=— __ --'-------- 0 _��
8' — — — — Capped
— - -----
Capped �
Iron Rod
P.O.B.
Lot 3, Block A /
LINE
BEARING
DISTANCE
L1
N 89°29'31" E
24.61'
L2
N 89°29'31" E
35.00'
L3
S 00°54'21" E
21.50'
L4
N 59°55'06" E
12.04'
L5
N 78°37'22" E
16.07'
CURVE RADIUS
ARC
CHORD
CHORD
Cl 45.50'
55.12' S 55°48'08" E
51.81'
C2 545.51'
16.10' S 29°16'15" W
16.10'
Light Pole
o
Power Pole
-
Electric Meter
Overhead Electric
Telecom
"
Telecom Vault
11I —
30'
0 Storm Drain Manhole
Fence
ARMORY INDUSTRIAL ADDITION /
Vol. 388-159, Pg. 91
P.R.T.C.T. /
Legend
Fire Hydrant
Water Meter
►�
Water Valve
®
Sanitary Sewer Manhole
Gas Meter
❑
Gas Test Station
❑
Mail Box
Guy Wire
N
0
Electric Pin Flaq
Electric Paint Stripe
Tele Pin Rzky
Tele Paint Stripe
Buried Cable Marker
Gas Valve
Gas Paint Stripe
Sign Post
I *71:V
SURVEYING
INC.
ALEDO BRANCH - 817-441-5263 �!1
FIRM N0.10194122 • ALE00@TXSURVEYING.COM
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
LEGEND:
-------- ----°n Ea,rL,wE ----- - a I
W
COVERT AVE - - COVERT AVE
ASPHALT-60-R.O.W. (PLAT) _ _ _ _ _ _ EwsnN Ea EME EN s ASPHALT-60'1?.O.W. (PLAT) W W
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1 I Lot 3, Block A / ro / / 1 I Lot 3, Block A
ARMORY INDUSTRIAL ADDITION / /�j' ARMORY INDUSTRIAL ADDITION
Vol. 388-159, Pg. 91 / ® / — — 388-159, Pg. 91
f P.R.T.C.T. I P.R.T.C.T.
s
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iiiit ` I�11 TO i>. Ar
GRAPHIC SCALE /N FEET
I 30'
I D .1 a3w aas o.n us3 0.33 xza as IHfA FLCV�SitUfNTLla3, Armor ln�snai aaa 1"=
DRAINAGE PLAN
LOT2, BLOCK44-R-2 -
1.329 ACRES (57,891 SF)
SEMINARY HILL ADDITION
B FORT WORTH, TARRANT COUNTY, TEXAS
=x ??
P C-J. 0
a O�000.0 oO r ,< A ITTB"LTI
COVERT AVE
ASPHALT - 60' R.O.W. (PLAT)
~ Fd. 3/85_—____
Iroryry Rod
7D'15' W, 0L i Fd X
IF
Kim Lle- /!)U.b4
10" PVC: 755.39' S
L 6" PVC: 755.32' N
Sanitary Manhole
Rim Elev.: 761.45'
FL 10" PVC: 756.58' N
FL 4" PVC: 756.74' S
Lot 3, Block A
ARMORY INDUSTRIAL ADDITION
Vol. 388-159, Pg. 91
P.R.T.C.T.
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IREFERTOARCHIrECrvwA
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GRAO/NG NOTES:
nEo PEGEYTHEPEnMirnNGAGE-Y, rHECGNrnacTGnsHALLeE
s ST GD .EUE�NT_rHaua'D 1HE.rlo_iE,_.oHAaeSW-- 1—TET—MTE—SAREUSED,
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NOTES BY SYMBOL:
OTCHEXISTING ELEVATIONALGNG GUTTEFLINE
OLGPENGTrGExcEEGrT -ANrorHEcrrorolN—
OA1,A Eo Noc�,NEnsr1 < IT— rTs I ANGA
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VICINITY MAP (NIS)
MAPSCO 090-P
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GENERAL NOTES:
TIE III Cl-
ANYCgSITF
M FROM MAT P��NT
4 SPOT — SHE— TO THE TOP DF
HFAL a -AMAN a -- A" HF GGa ELE ATI"—'
0 20 40 60 80 e
GRAPHIC SCALE IN FEET
1"= 20,
yw
6
H
j
O ua,
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OQNCr
Q.
GRADING PLAN
LOT2, BLOCK44-R-2
1.329 ACRES (57,891 SF)
SEMINARY HILL ADDITION
FORT WORTH, TARRANT COUNTY, TEXAS
eox;°P /ErG,T— ,N C-3. I
ATTN GNEGGOYO PH/2r</=±.aHfw&rHGsixas— —
k1Ud(!(����,GPDgSIGN
ryqf«�.5
aareegn met6Pa a ion .x moaned RNmnal memos, iswmT«M1girel manPal
133=A,Warermea Area(Acfes) (AR&RSA,%G&P)
SM
=CL Predewlopmem Ra[iacel AIR--1 Runoff Cgeflidenl
=C2 PosteevelgpmentyunoNCceRident
CID =n vredewlopmemrme Mrnnremrationlminntell
1&OD =T2 Pmt0evelopmentTme MCanxmmtlgn lminmea)
RYMaII Mu UeMtlewiromTame s.ISfarTamm Uumy
0.azI6D 0.alaz3 �� Imvnea�r -e
3.6R3 T1.15a .103 110.ID1 =b
g ]2 2 Sa =tl
binMl Fxaws/w Modtiktl Ratlanal Metlwdfrom Table LLforramant [aunty
SYear 1PYear ]ODYear
19S83s ]rD.gl D)S93 3]].D].a
lams ly.a35 3109 20.3M •b
0.06 a51 11 11, Preaewlopmegt Rainfall Intensity Onm/M1P d bI IIIfe IN
1.06 rA E. 9.0 I]•Pw[develapment Rainfall Ntenzity(indl/M1our)•b/I.MI"e
G•clA(&) x
1.89 A. 11 1.1 G1=Cl:uIAA evelapmem mnditlonsl= Allowable Release Rare
A.]5 xn ].6] 1Pffi G]=C]]lPosteewlopmentwMRicesl
cetermi ne me ai tial a uratlon of storm, me tlme to decermine ni nfel I incemiry.
Dray¢ volume ismaimized:
Tav-1 zaaae/ W Ns-b
1 rz&Ag sang �s&EA ]�a.sa =re lminnresl
Lsg Lu lag A.at=M=agwllnrensiryllnrbes/nwrl
1.0'i 1.60 1.11 a.=l=Pm=sblmdepm MaiNal durationlM)=N T+ IED
1.9a A.S.A3=P1go=3-M1owllLominurelshm�tlepm linmeslfrom Table 156
1.60 LM L6a ].m=PI@D/Pm
Ulculme requlretlarongewlume, Inwbichel
vPrel.6olaAa-lzczabA0lN.selns/zl+1b-nl1
]-rear ],Year 1PJYear
2.39r.]] A- 4,9a1.D5 ),59J.$) •vprellminarv(wblcfeetl
0.03&69 A>aL15 >.%>.Bt liAriSa •VmM•VPnI+Plp/PadlwMcfeetl
R I
IaTAOE1PTl D®TNAF ALIOw NAaa6hM ar w.a[Ict3 sroausE lcPl "E"... avORAGE mPI N I
]s Iasea ]zmz GE
]saoD D. am.afi 11.@g7. 8 10YR STOFAGE
]51.65 A.66 1.6] 3]1.e] 1D.1p5 6.ni GE
]56]0 3]D ] 2e]3] &016 0.0391111 STORAGRE
Z. GA) - DID D D OI-L PLavLNEI
Weir Report
WEIR RESTRICTOR CALCULATIONS
Ree Rg.we WWf
CrPal
= S!,.m
BODDR, langal (ft)
= 0.08
Total D.PRI(n)
= 6.w
CRlw1a ..
Weir Coen. Cw
= 3.M
Compute by
No. Izlaementa
' va Depth
= 30
NIBhYghW
DRIP o)m) = a. es
M (Wn) = 080
tlry Vab0l/e) =8:35
Top WkIM (n) = 0.08
Pasfalnlallu C.-
■��,
0 0 s°ems
•� CRq //lC SCAL�?!l/,d FEET 4
VICINITY MAP (NTS)
7- MAPSCO 090-P _ _ -
-- LEGEND: y)a
- _ _ - vR PERrrIrNE 6)
AD✓oweD PRaPENrr
_ - - - - - - - - - - eulLOlNcssrsaaruNE
mw
mm
mw
mw
10 - - - - nN Re
NOTES BY SYMBOL: °R EO EUENrs
OIFOPOSEDDETENTON-DIAP1-2,00-CAPACITY) .wo curlER
OgEONERETEPtusxxEADwALL _ ExsT,NG,°GNG°R Q w
DRDTENTGNPD o 11°axlaxLExEl6xrxEraININDWALL / 7--L r°rvF `O wLU
j
IPma O RAmAiNTENANCE 1A.1 FiNISREccrsouvD T y Q ~
OEsraua N j wmE ovERwDlFENCEscxaaeEITH 8' WwmEIDE ccess GATE atoxG
CVO O oxen"', mEAowau s wEEv Q 10 aQ
- ErvcxOairvswlTNOLDcovEaPeaoErAory QO. o�O SO
ii /N9TALL IT OPENINCONEASTFACETOKLOWOFAINACETOSPILLWAY
C-LEVAnON ]5950 PIPE Y
Daptll (n) =193 E EC" EO mA 4�A
TE
coNDmoN so,Ls rrvF�EAcn-Y
CD
PILOT CHANNEL IN DETENTION POND
3'DO NTe
ADD NE o
am DETENTION
POND IEF�/NLErcErnrz51
E" DIRECT
OUTFALL STRUCTURETRE
1A0
m
2 9 A a
o(cfa)
DETENTION POND MAINTENANCE:
f PEri NIi.Ln PPES FOR
Es frvoANYrEva DIAI EIa RawLEr
°errs) wEMovEau rRasRavo oEenrs FRAll C' OM r1/E
a s� f YS_AM -ASAIEE°EDI
CIE fsEARMII tYl- �,woAvE�
5 PONo(A-I;� ENC EE R:suo,r-E1ONARS
DETENT/ON POND DESIGN
LOT2, BLOCK44-R-2
1.329 ACRES (57,891 SF)
SEMINARY HILL ADDITION
FORT WORTH, TARRANT COUNTY, TEXAS
C-3.4
TNOMAS,rX 76UN
PE
-GREG covO vN/z,al eRo-srzR'`.MamN`EwaPrR°ams�Nc con+
CA
I I I
-
00 r
� C
I
ro�
I
I I
�
I I
(D
I I 1
II
n
II I
I
I
I
I ,
I�
I
III
II I i
II
Ir
II
II II I
758.14 & > \
1 S\D-B )
18" HDPE Pipe @ 0.90%
1 1 II 1 '1117,1' 1 \
� 756.l3u B�
II
760.50 BAN
f �
II
I
I
MAINTENA.I'"E:
RAMP I
L' /
( 754.00 B
i �,
INFwOWLOd:ITION
j
�,60
L o t 2
h 44—R-2
1.32 cres
FFE : 762.50 )
TAN
BAN
761.54 Iv 761.85
DRAINAGE AND DETENTION EASEMENT 1 Jc 6
CAST IN PLACE DETENTION
1.25 POND CONCRETE WALL
760.50 TAN ATION
FL = 75211
752.78 B/W 760.95
760.5 TTAN
�( 760 50 TAN' 1(752.32
j(752.56BAIV1,59
D TE l R T CT R - 752.1
-�Y5 — — — t 53.
755558AN
753.28 760.50 TAN _ S 8 9° 2 9' 3
753.17 EX. 753.73 EX.
INSTALL 5' CURB INLET FOR OVERFLOW SPILLWAY
THROAT ELEVATION = 759.50+
TOP OF CURB = 760.50
INSTALL 12" OPENING ON EAST FACE TO ALLOW
DRAINAGE TO SPILLWAY
DRAINAGE ND DETENTION EASEMENT
NO SAVED OR PROPOSED
TREES ARE WITHIN THE SWFMA
BOUNDARY
760.5
( 75298 TAN
-- INFLOWLOCATION
FL = 752.27
SD A2
7.68' of 18
Lot 3, Block
ARMORY INDUSTRIAL
Vol. 388-159, Pc
P.R.T.C.T.
DEVELOPER
EXHIBIT I B I "
SITEDEU IPPMENT
DON GOYO
DON GOYO
NONSENGINEMINGINC.
0 20 2501 E. SEMINARY DRIVE
PANADERIA Y PASTELERIA
REGISTRATION NO. F-10289
�� FORT WORTH, TX 76115
5120 McCART AVENUE
PO BOX 1261, COLLEYVILLE, TX76034
PHONE
GRAPHIC SCALE ATTN: GREG GOYO
FORT WORTH, TX 76115
MATH W@THOMAS-EAS-ENG.COM
EMAIL: MATHEW@THOMAS-ENG.COM
11 ■
1.-vSERS\MA1HE\ONEDRIVE\C3D WORK FOLDER\202305 5120 MCCART BAKERY FW DESIGN\SHEETS\SWFMA EXHIBITS - DON GOYO BAKERY FW. DWG 6/13/2024 11:23'O6 AM
W/ HS-20 RATED GRATE
/ STA: 1 +70.17 OFF.- 0.000
RIM 759.50 /
INV OUT 18" HDPE Pipe: 754.82
�160 -
Lot 2
Ik 44- R 2 ° Q
2 cres
75J -
o N/
iCO
7
/ ��'* SD -A 1-1 /
( FFE : 762.50 j 113. 00' of 18" HDPE Pipe @ 1.00%
/ INSTALL 30 DEG BEND 759.75
STA: 0+5717 OFF.- -0.10 59.95
INV- 18" HDPE Pipe: 753.69
761.85 1.45
V 761.85 760.04
756 e 756.5UBAW 7 /
LOCATION � FL=752
FL 752.27 I \ /
3 � DRAINAGEANDD NEASEMc �TR-C2
760.25 \
L 760.62 OM INSTALL 18" CONCRETE HEADWALL
1 75 _ STSTA.-0+83.33 OFF.- 0.004
2 .27 - - _ 755.- aAW INV IN 18" : 751.25
49.35' of 18" HDPE Pipe @ 1.00% 750.78
78
750.72 IX
76.00 7 7 n �(I---�*�76039,,e Cut e nch 750:35/ 752.90 INSTALL 20 LF
- % - ° i
/
�ry g.g1% 00 OF 6" CURB
?¢ °° °o�V° / ALONG WEST
753.50 BAW L / ' 755.00 B/W ?? B/W SIDE OF
7503 TRENCH DRAIN.
753.96 B/W i c _ / CONNECT TO
O -x l C/€E 11 NZ'YS lLe LWA, 751.50 / r"30 FLUME CURBS
lJ �3:� F \� �
0.50 TAW 7 .97 EX. 753.45 EX.
75 SD-C1
.s8 rAW 90
2�
SD-A2 86.04' of 18" CLASS 111 RCP @ 1.00%
7 68'of 18" HDPE Pipe @ 1.00% SIDEWALK
TRENCH GRAIN
Lot 3, Block A \- DRAINAGE AND DETENTION EASEMENT COVEROLID
RY INDUSTRIAL ADDITION
o l. 3 8 8 -15 9 P g 1 NO SAVED OR PROPOSED I 1 g TREES ARE WITHIN THE SWFMA
P . R . T. C . T. BOUNDARY
DEVELOPER EXHIBIT 1 B211 S/TEDEU IPPMENT
DON GOYO DON GOYO NONSENGINZEBINGINC.
0 20 2501 E. SEMINARY DRIVE PANADERIA Y PASTELERIA REGISTRATION NO. F-10289
L- FORT WORTH, TX 76115 5120 MCCART AVENUE PO BOX 1214) CO-2728, LLE, TX AS -EN 4
GRAPHIC SCALE ATTN: GREG GOYO PHONEMATH W@THOMAS-EAS-ENG.COM
FORT WORTH, TX 76115 EMAIL: MATHEW@THOMAS-ENG.COM
■
C:\USERS\MA1HE\ONEDRIVE\C3D WORK FOLDER\202305 5120 MCCART BAKERY FW DESIGN\SHEETS\SWFMA EXHIBITS - DON GOYO BAKERY FW. DWG 6/13/2024 11:21 43 AM
770
768
766
764
762
760
758
756
754
752
750
CONCRETE
POND WALL
DETENTION POND
CONCRETE RESTRICTOR
D` r` �,r/� �, STRUCTURE
POND WALL
100-YR WSEL = 659. ° 0
lVIHIIV l t �VH/VCa
RAMP
EXIST. GRADE
PROPOSED GRADE
i
18" OUTFALL STORM
DRAI.I
0
Sri
cl)
ri
N
M
ri
N
ri
0+00
1+00
STA TION
SECT A A DETENTION POND PROFILE
PROFILE SCALE:
HORIZONTAL: 1 " = 20'
VERTICAL: 1 " = 2'
EXHIBIT 'BY'
DEVELOPER
DON GOYO
DON GOYO
0 20 2501 E. SEMINARY DRIVE
PANADER/A Y PASTELERIA
FORT WORTH, TX 76115
5120 McCARTAVENUE
GRAPHIC SCALE ATTN: GREG GOYO
FORT WORTH, TX 76115
770
768
766
764
762
760
758
756
754
752
750
1+25
■
SITEDEYHOPMEN
NOWSENGINEERINGINC. r
REGISTRATION NO. F-10289
PO BOX 1261, COLLEYVILLE, TX 76034
PHONE: (214) 660-2728, THOMAS-ENG. COM
EMAIL: MATHEWQo THOMAS-ENG. COM
\USERS\MATHE\ONEDRIVE\C3D WORK FOLDER\202305 5120 MCCART BAKERY FW DESIGN\SHEETS\SWFMA EXHIBITS - DON GOYO BAKERY FW. DWG
■
6/13/2024 11:22 19 AM
770 770
768 768
766 766
CONCRETE CONCRETE
DE TI!VAl _/ 764 DETENTION
POND WA'_L POND WALL
762 762
Q760 _ 100- YR WSEL = 659.50 _ _ _ 760 Q
J J
�J 758 758 W
g' MAINTENANCE
RAMP `
756 s 756
754 754
752 752
EXIST. GRAD, -
PROPOSED GRIDE
750 750
L rn o rn
W � W
0+00 0+65
STA TION
SECT B-B DETENTION POND PROFILE
PROFILE SCALE:
HORIZONTAL.- 1 " = 20'
VERTICAL: 1 " = 2'
EXHIBIT "B4"
DEVELOPER
DON GOYO
DON GOYO
0 20 2501 E. SEMINARY DRIVE
PANADER/A Y PASTELERIA
FORT WORTH, TX 76115
5120 McCARTAVENUE
GRAPHIC SCALE ATTN: GREG GOYO
FORT WORTH, TX 76115
NOWSENGINEERINGINC.SITEDEZ
ZOPMENr
REGISTRATIONNO. F-10289
PO BOX 1261, COLLEYVILLE, TX76034
PHONE. (214) 680-2728; THOMAS-ENG. COM
EMAIL: MATHEW@THOMAS-ENG.COM
t ■
C:\USERS\MATHE\ONEDRIVE\C3D WORK FOLDER\202305 5120 MCCART BAKERY FW DESIGN\SHEETS\SWFMA EXHIBITS - DON GOYO BAKERY FWDWG 6/13/2024 11:2120 AM
770 I 770
STR-Cl 768 (INSTALL 4 X4' RESTRICTOR 768
STRUCTURE STR-C2
766 I I STA:-0+02.71 OFF: 0.000 INSTALL 18" CONCRETE HEADWALL
RIM: 760.00 STA: 0+83.33 OFF.- 0.004
764 I INV OUT 18" CLASS NI RCP: 752.11 INV IN 18" : 751.25
PR POSED GRADE C
0 762 I ; ; co,r �. 762 C)
� Row �
iI
Q 760 100-VR WSEL = j'I 760 Q
659.50 � �I PHE-LVELOPt1DI-LOWS
LLJ 758
RETAINING WALL
i °_ fs
_` 67cfs30c 758 Lu
J Qi,=4.30c1s \ O,oa=-0-30cJ
I OAF• / I I � CONCRETE^LUVIE TO ROW
Flow depth =0.67fr
756 %- -�� �� 756
DETENTION POND /
100-YR HGL EXISTIJIGGRADE
754 - - 754
J _ SIDEWALK
86•' v,J "�L�JJ / TRENCH GRAIN
752 _ _,T _T,�, 1// 752
750 750
Q) M O M 0Ll M
Ll p M O M O �F d M L O
-0+25 0+00 1+00 1+30
0 20
GRAPHIC SCALE
STA TION
STORM DRAIN LINE C PROFILE
DEVELOPER
DON GOYO
2501 E. SEMINARY DRIVE
FORT WORTH, TX 76115
ATTN: GREG GOYO
EXHIBIT 'B5"
DON GO YO
PANADERIA Y PASTELERIA
5120 McCARTAVENUE
FORT WORTH, TX 76115
PROFILE SCALE:
HORIZONTAL: 1 " = 30'
VERTICAL: 1 " = 3'
NOWSENGINEERINGINC.SITEDEYHOPMENT
REGISTRATION NO. F-10289
PO BOX 1261, COLLEYVILLE, TX 76034
PHONE: (214) 660-2728, THOMAS-ENG. COM
EMAIL: MATHEW@THOMAS-ENG. COM
r ■
C:\USERS\MATHE\ONEDRIVE\C3D WORK FOLDER\202305 5120 MCCART BAKERY FW DESIGN\SHEETS\SWFMA EXHIBITS - DON GOYO BAKERY FW. DWG 6/13/2024 11:20:51 AM
�� avvwovEO EoIS,
—� � �—II--I I —I
TI
MAINTENANCE RAMP SECTION cG.vFAcrEo suscNAOE
Vz Vz
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p ea
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M OO
ELEVATION
A. J o e' 1/,' R reouNo
\\\I ITrPJ
e ..WTTwc cuae
A3 BAres
NE I..EL.ENT
i r — ` �— .— `. --• 4 NJ ex+s ory le' cENTEres
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SPILLWAY FLUME CROSS SECTION
3' Max.
I 'A4 'bars
Optional
Jf
FLUSH CONCRETE HEADWALL
rM � rse res � rea
ree c�xw� I 'm ree rae
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o Q Q rea -_"L,. ,.
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STATION STATION
SECT A -A DETENTION POND PROFILE SECT B-B DETENTION POND PROFILE
PROF/LE SCALE: I �RO�FILE SCALE.
a -a•
_
a
�E[EV-109.00
W
¢
tF
.�v IIII
J-F-
TT-Ir
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tt-r
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y ry_I_ty #4 BARS BARS
J L1_I-J-1 Aa acres AT ta'
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y W N.
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NTs
PLAN
NEENAH R-1879-AlOG
y
GRATE AND FRAME
b)
12 MORTAR
�
ADJUSTMENT
RINGS
Rs G
A4 BARS ® lR' I
8.� 1 f
Il
a
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e"
BARs B-A4 AT 18' 1
m wTOP OF PIPE f`.
1 -
1 ` II
1 RTISL BARS w u
l b4 BARS AT 18"
I11
Q W
n
®
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f J
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1"x,b�l
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OR A4 BARS
LI LAa BAT B" C C //jam%� s—L mow[L
IN ARS A B
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V
C-C EACH WAY
SECTION A
O W
g
-A
p
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DETENTION POND O//TFALL STRUCTURE
1I✓✓ ss��
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PR°PERrvuxE � i
pg fe^oT
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s DO BRIG
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DETENTION POND DETAILS
RETAINING WALL SECTION (TYR..)
LOT2,BLOCK44-R-2
-
NTs
1. 329 ACRES (57,891 SF)
SEMINARY HILL ADDITION
REouiaeFo�n`ewsiAAu.arvr°ou IR °
MINSrALLERSS,R�TONALENGINEERARE
FORT WORTH, TARRANT COUNTY, TEXAS
2ALL RETAIN —WALLS o�ENa'TALLWLLxEErvASEALExxESIGNFao,,A
S_TSAAL ENGINEER
��oYo ENGINEER
F
rNGUASTx reuse
A—GNEG Goyo vx/zlal eeo-s>ze'`.�w+A"r we�N°,1,A--
C-3. 5
MONTAGE'" RAIL
X
OO —
IY."
L
E-COAT COATING SYSTEM
Bax Matmal
Unilbmi Z;va Cnahng
(Hot D;P)
Z.—Phate Coahvg
epoxy Pnmer
ayhc Topcoat
/Post 2'prx 16g (D
X",z 18ga Nckc[
Brackcl Opna;s
RAKING DIRECTIONAL
Welded panel can to
g ova 8'wtW amo,
,tee
PROFIJSION'"W ELDMG PROCESS
�
No exposed welds,
GoodNaghW PmBlc-Smnc MONTAGE RAIL
bosh e;dts
Specially fonced M1;gh ctnmglM1
on
achtcectasl shape
2" (H;vge Clesmace) — — 2" (Larch Clcarmco) — — 2" (Hmgc Gemavco)
tj(,'xly,"MOM GE'"Aeil
��,,r000�0000000�i ��0000000000�4 �PoetalzevanesxntM1Hat�t
n /Gate OPnght
/ ty"Sq x16Ge.
6 ! �" Sq x ISGe Rcktt
SSa'SW''Sg6tx p / Bolt on H;nBe
���II��u u u u u u uglilgggu u u u u uHL
Nom? I : �i F— 3�" TYP. I •:
Double gate Arrangement•;
20 40 60 80
GRAPHIC SCALE /N FEET
1- 20'
DETENTION POND FENCE DETAILS
LOT2, BLOCK44-R-2
1.329ACRES (57,891 SF)
SEMINARY HILL ADDITION
FORT WORTH, TARRANT COUNTY, TEXAS
Illy
A Gn1,T— g s£na eM
C-5.3
q
TR4 ENCM� Rp LN..,,,,,6..'�ne°„i'2 easy
R-49M �• O
1-1 nH rry o sorro covERHEAVY DITTY BOLTED TRENCH WITH DEBRIS CHUTE W
ama. uxe�w.mesaanam.vommbanrm..+a.suueawarea � O i
corwEcr ra Exrsnnc smEwurc �mm.wu��+ram—.on.aa.,em-...a.w.a.aeea�uvm.e t. ea ��y
�nw oa.eama w�
ntlen �raae.wai0+vubbercninusowsda®nbwNm y W Ay
... .. .. ...'. am5wvebm.eayuemiamavnumeabaanmw Tye .tlb Y
em�i n mmryaaeartanamam.rWaab w¢�,
eonm [wawnunb.-
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I
I I I III h
I1=I i-11.,, _I I i� I I� l� I� I1=I I=11 'Ti I l I I. a
I �cmoac nsa
SIDEWALK UNDERDRAIN SECTION DETAIL
mm�merm�v..a rnm
.. '°w,«".�- umwn rrn. wwmm o..s �.nmwa.n..w ..•—._�....-. ..
0000000000a ��
0000000000a _
. _ ummunnnu
O Luto
W
Channel Report ��n15 aa-.-.�m.rama++rrae� 0 Q.
TRENCH DRAIN CAPACHTY PER SECTION O V
Re<Ianpular HlphliBhtsA Q
Boflom WI- (h) = 3.00 Depth (ft) = 0.16 O Q
Toted D,A(ft) = 0.40 0(015) = I.W. ¢ 4 O
Are. (soft) = 0.48
InveR Elev (fl) = 100.00 V.I.."(N.) = 3.13 Q�
BlO M = 1.D0 W.h. Perm (ft)
= 3.32
N-Value = 0.013 Cast DIM Ye(ft) = 0.20
Top W-(fl) =3.00
Cale Lee— EGL (A) =0.31
C N' MKn Q
Known 0 (c ) = 1.50
El. (ft) Baetlee Depth (ft)
toi.w — m
—le ar5
lee'. .0
(� SIDEWALK DRAIN DETAILS
LOT2, BLOCK44-R-2 -
1. 329 ACRES (57,891 SF) p
SEMINARY HILL ADDITION
FORT WORTH, TARRANT COUNTY, TEXAS
>ron4ASix reo.54
C-5.4
Arras cel-c— vas l21a15eoane aiT f:w nao ---
r EMBEDMENT - ,
Ba w, awt � Min
TRENCH 5° MIN FABRIC "',
ISOMETRIC PLAN VIEW
SILT FENCE
OCT.°•04 IT 1020A Xe
ceAWLHr MIN oeFrro PUNOFF A"`
L
8
5'
E
4
INLET PROTECTION
WIRE MESH AND GRAVEL .. OCL '04I 11a0
R
e
SILT FENCE GENERAL NOTES
1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE
INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED
RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF
ONE FOOT.
A SPADE OR MECHANICAL TRENCHER, SO THAT THE
DOWNSLOPE FACE OF THE TRENCH 15 FLAT AND
PERPENDICULAR TO THE LINE OF FLOW. WHERE FENCE CANNOT
BE TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH
ROCK ON UPHILL SIDE TO PREVENT FLOW FROM SEEPING UNDER
FENCE.
6INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE
LAID IN THE GROUND AND BACKFILLED WITH COMPACTED
4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH
STEEL SUPPORT POST OR TO WOVEN WIRE, WHICH IN TURN IS
ATTACHED TO THE STEEL FENCE POST. THERE SHALL BE A 3
FOOT OVERLAP. SECURELY FASTENED WHERE ENDS OF FABRIC
5. INSPECTION SHALL BE MADE EVERY TWO WEEKS AND AFTER
EACH 10 RAINFALL. REPAIR OR REPLACEMENT SHALL BE
MADE PROMPTLY AS NEEDED.
S. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS
COMPLETELY STABILIZED SO AS NOT TO BLOCK OR IMPEDE
I. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES
A DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT
SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH
A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION.
FaaElicAvirvc nc
Mlrv.
Irv-1� FnaRic
EKISRNO 6R DB IA— 3URE.E
PROFILE
VIEW
NTS
L£I— AS SHOWN ON PEARS yr
STABIEIZATION`nnDAs?REE�TOPAVD) SURFACEN
RAvm "'T.,
LR 0 1
PLAN VIEW
STABILIZED CONSTRUCTION ENTRANCE GENERAL NOTES
1. STONE SHALL BE 3 TO 51NCH DIAMETER CRUSHED ROCK OR
ACCEPTABLE CRUSHED PORTLAND CEMENT CONCRETE.
Z. LENGTH SHALL BE SHOWN ON PLANS. WITH A MINIMUM
ENGTH OF 30 FEET FOR LOTS WHICH ARE LESS THAN 150 FEET
FROM EDGE OF PAVEMENT. THE MINIMUM DEPTH IN ALL OTHER
CASES SHALL BE 50 FEET.
3. THE THICKNESS SHALL NOT BE LESS THAN 6INCHES.
4. E WIDTH SHALL BE NO LESS THAN THE FULL WIDTH OF ALL
POINTS OF INGRESS OR EGRESS.
5. WHEN NECESSARY, VEHICLES SHALL BE CLEANED TO REMOVE
SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
STABILIZED WITH CRUSHED STONE WITH DRAINAGE FLOWING AWAY
FROM BOTH THE STREET AND THE STABILIZED ENTRANCE AL
SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM
DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS.
6. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED
SURFACES THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL STONE AS CONDITIONS DEMAND. ALL SEDIMENT
SPILLED,DROPPED, WASHED, OR TRACKED ONTO PAVED
SURFACES MUST BE REMOVED IMMEDIATELY
I. THE ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE
A DRAINAGE $WALE TO PREVENT RUNOFF FROM LEAVING THE
CONSTRUCTION SITE
,.
SILT FENCE "'°'�"�'"""�°"¢
.
.. «..,. ..
STABILIZED CONSTRUCTION °"°-""'"°" STABILIZED CONSTRUCTION
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C. BY T'E REMOVAL OF THE TEMPORARY COINCRETE
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IUZED TO PREVENT EROSION
CONCRETE WASHOUT PIT
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BLOCK AND GRAVEL OCT.rt'04 11307
NTS
EROSION CONTROL DETAILS
LOT2, BLOCK44-R-2 -
1.329 ACRES (57,891 SF) p
SEMINARYHILL ADDITION
FORT WORTH, TARRANT COUNTY, TEXAS
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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 "C"
CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND
MAINTENANCE PLAN FOE SWALES AND DITCHES
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 or facilities described in "Exhibit A" shall be
maintained at all times by removing and preventing drainage interference, obstructions, blockages,
or other adverse effects into or throughout of the entire facility.
Periodic silt removal shall occur when standing water conditions occur or the swale or ditch volume
is reduced by more than 10%. Silt shall be removed and the swale or ditch returned to original lines
and grades shown on the approved engineering plans. In addition, corrective measures are required
any time the facility does not drain completely within 72 hours of cessation of inflow.
**NO STANDING WATER IS ALLOWED in a facility designed to convey stormwater during,
storm inflow, but to be maintained for dry purposes only.
Accumulated litter, sediment, and debris shall be removed and not exceed 6 months of accumulation
or as necessary to maintain proper operation of the facility or facilities. Disposal shall be in
accordance with federal, state and local regulations.
The facility or facilities as described in "Exhibit A" shall be mowed monthly at the minimum,
between the months of April and October or anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream outfall structure a wire mesh screen
or similar screening device shall be installed over or around the structure until final acceptance.
Preventive Maintenance and Inspection
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of all maintenance actions, and inspections. The log should document
the condition of the facility or facilities primary components, mowing, silt, litter and debris
removal dates.
• 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.
FORTORTH JEXHIBIT D I ,If i I
5tormwater
INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN NI'mi-IjEc!--i Ili
Facility Name:
Basin/Pond Number
Type of Inspection: Annual
Basin Conditions:
Inspected By:
, Quarterly , Monthly , Routine
1. Is there standing water or wet spots?
2. Does sides or bottom show signs of erosion, settling, cracking, etc?
3. Does dam or emergency spillway show signs of erosion, settling,
cracking, or other problems?
4. Is there evidence of animal burrowing in dam?
5. Is there evidence of changes in shape or volume of basin?
6. Do vegetated areas need mowing?
7. Are there trees or woody growth in dam?
8. Are there areas that need to be re -vegetated?
9. Is there any accumulation of silt, trash, debris or litter in the basin?
10. Are there any other basin maintenance activities needed?
Structural Components:
1. Are pipes, channels, trash racks, etc. free of obstructions?
2. Are pipes, spillway or trash racks in need of repair?
3. Is the low flow or trickle channel in need of repair?
4. Is the outfall channel in need of repair?
5. Are there any other structural maintenance activities needed?
Plan for correcting deficiencies:
Facility Agreement Number:
Date:
, or Storm Event , (# days since event
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
_ Comments
Yes_
No
_ Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
_ Comments
Yes_
No
_ Comments
Yes_
No
_ Comments
Yes_
No
Comments
Yes_
No
_ Comments
Yes_
No
_ Comments
Yes_
No
Comments
Yes_
No
Comments
Yes_
No
Comments
Signature:
Date:
Owner's Representative
Form CFW-6
CFW- SEPTEMBER 2015 Appendix A A-17
FORT WORTH 0;
Fort Worth
Stormwater
Management
" EXHIBIT D"
STORMWATER SWALE AND DITCH FACILITY MAINTENANCE CHECKLIST
FREQUENT INSPECTION
Inspection Item ate: Repairs Required: Repairs Made: Notes:
Remove: Trash and
Debris
Remove: Grass
Clippings, Leaves, Etc.
MINOR INSPECTION:
Inspection Item ate: Repairs Required: Repairs Made: Notes:
Overall Condition of
Facility
Amount of Silt within
the Facility
Amount of Ponded
Water within the
Facility
MAJOR INSPECTION:
Inspection Item ate: Repairs Required: Repairs Made: Notes:
Evidence of Cracks or
Missing Concrete
within the Facility
Evidence of
subsidence around or
within the facility
Evidence of Roots,
shrubs, or trees
Infiltrating the Facility