HomeMy WebLinkAboutContract 63073Date Received: 4/10/2025 Permit No.: SWFMA-24-0083
Time Received: 7:05 a.m. City Secretary No.: 63073
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this loth day of April
2025, by and between Bloomfield Homes, L.P., a Texas limited partnership, 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 the H. Walker Survey, Abstract No. 1622, Tarrant County, Texas
according to the deed recorded in Document No. D220347026, 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 Deer Creek Meadows Phase 8,
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
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
OFFICIAL RECORD
CITY SECRETARY
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
Rev. 0310112022 BN
Executed this 10th day of April
CITY OF FORT WORTH
CA(3�1�
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: Mar31,2025
Approved as to Form and Legality:
By: Matthew Murray
Senior City Assistant Attorney
City Attorney's Office
Date: Mar 24, 2025
ATTEST:
Jannette S. Goodall
City Secretary
Date: Apr 1, 2025
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LANDOWNER
Bloomfield Homes, L.P.
a Texas limited partnership
By: Bloomfield Properties Inc.
a Texas corporation
its general partner
{
By: Clint Vincent
Its: Authorized Agent and Attorney in
Fact
Date: a P—
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.
kaidice Mel-'r-ick
Kandice Merrick (Mar 24, 2025 12:31 CDT)
Kandice Merrick
Planning Manager
Date: Mar 24, 2025
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 5
Rev. 03/01/2022 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on March 31st, 2025 by Jesica
McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of
Fort Worth.
osPava m/ KATHLEEN BRADFORD Notary Public, State of Texas
_ Notary Public
®* STATE OF TEXAS
Notary I.D. 12197197
My Comm. Exp. Apr. 12, 2027
LANDOWNER
STATE OF -Tas §
COUNTY OF b §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
M' , on this day personally appeared (; i .1IV\A \� % Y1CLA±
(name), A tOf"JA) \h. VO,(-� (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 Nppm�'k k& oOYVms (entity), a
iyY1QQI�fC_� (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this a day
of }�fNYGvI, , 20 oaT .
at�� W"
Notary Public, State of
��r■�y ROSALINDAVASQUEZ
Notary ID #134665539
My Commission Expires
°F December 4, 2027
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev. 03JU112022 BN
EXHIBIT "A"
LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
1 \
"EXHIBIT A''
PROPERTY DESCRIPTION
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the H. Walker Survey, Abstract No. 1622, City of Fort Worth, Tarrant County, Texas,
being a portion of Tract 1, Parcel C and a portion of Tract 1, Parcel D as described in deed to Bloomfield Homes,
L.P., recorded in D220347026, Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly
described as follows:
BEGINNING at a 1 /2" rebar capped GMCIVIL set at the northwest corner of a tract of land as described in deed to
Jen Holdco 23 LLC, recorded in D22321 1080, OPRTCT, being the northeast corner of a remainder portion of said
Bloomfield Homes Tract 1, Parcel C;
THENCE South 00 degrees 11 minutes 13 seconds East, along the west line of said Jen Holdco 23 tract and the east
line of a remainder portion of said Bloomfield Homes Tract 1, Parcel C and Tract 1, Parcel D, a distance of 1190.78
feet to a point, from which a 1 /2" rebar capped GMCIVIL set at the southwest corner of said Jen Holdco 23 tract
bears South 00 degrees 11 minutes 13 seconds East, 5.08 feet;
THENCE South 44 degrees 48 minutes 47 seconds West, departing the west line of said Jen Holdco 23 tract, across
said Bloomfield Homes Tract 1, Parcel D, a distance of 7.21 feet to the south line of said Bloomfield Homes Tract 1,
Parcel D and a reentrant line of Tract 1 Parcel A as described in said Bloomfield Homes deed;
THENCE South 89 degrees 35 minutes 15 seconds West, along the south line of said Bloomfield Homes Tract 1, Parcel
D and said reentrant line of Bloomfield Homes Tract 1 Parcel A, a distance of 214.80 feet;
THENCE departing said reentrant line of Bloomfield Homes Tract 1, Parcel A, across said Bloomfield Homes Tract 1,
Parcel D and Tract 1, Parcel C, as follows:
North 00 degrees 25 minutes 23 seconds West, a distance of 35.00 feet;
North 89 degrees 35 minutes 15 seconds East, a distance of 145.73 feet;
North 44 degrees 48 minutes 47 seconds East, a distance of 27.32 feet;
North 00 degrees 11 minutes 13 seconds West, a distance of 1141.75 feet to a point in the north line of said
Bloomfield Homes Tract 1, Parcel C, from which a 1 " rebar found at the northwest corner of said Bloomfield
Homes Tract 1, Parcel C bears South 89 degrees 43 minutes 51 seconds West, 251.58 feet;
THENCE North 89 degrees 43 minutes 51 seconds East, along the north line of said Bloomfield Homes Tract 1, Parcel
C, a distance of 55.00 feet to the POINT OF BEGINNING and containing 71,723 square feet or 1.647 acres of land.
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American
Datum of 1983 as derived from GPS observation.
Scale:
NONE
Sheet
0 0
MICIVI
[
Date:
7/23/2024
1
Engineering & Surveying
Job No.:
10805
of
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
Drafted:
B.S.M.
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Checked: J.S.B.
�EOF
5G\sT ER Q91'
JOEL S. BARTON
0 4914
d Np SURV dd
7/23/2024
10
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"EXHIBIT A''
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J. A. GILL No 68 I
ABSTRACT
EDWARD GRA EANDIFE I
I SUSANNES. GRACE
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D.R.T.C.T. 1/2" R.C.S
1" R.F. L5 A-568
poP0
S 89043'51 " W 251.28 A-1622
DRAINAGE'
EASEMENT �-
71,723 SQ. FT.
1.647 AC.
' (REMAINDER) = 55' _
TRACT 7, PARCEL C
BLOOMFIELD HOMES, L.P.
D220347026, O.P. R. T. C. T.
I En co
H WALKER SURI'
ABSTRACT No. 1622
— — 3: W
LINE TABLE
0 100
SCALE IN FEET
LINE # BEARING DISTANCE
L5 N89043'51 "E 55.00'
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O JEN HOLDCO 23 LLC
H (REMAINDER) Z D223277080
TRACT 1 PARCEL D O. P. R. T C. T.
BLOOMFIELD HOMES, L.P.
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Date:
7/23/2024
. JOEL S. BARTON
Job No.:
10805
o 4914
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Engineering & Surveying
of
<q ESS\° O�
-
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
Drafted:
B.S.M
410
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Checked: J .S . B
7/23/2024
"EXHIBIT A"
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TRACT 1, PARCEL D
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145.73'
N 89035' 15" E
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TRACT 1, PARCEL A
PROPOSED McPHERSON BLOOMFIELD HOMES, L.P.
BOULEVARD D220347026
0.P.R.T.C.T.
Scale:
1" = 100'
Sheet
0
GMICIVI
Date:
7/23/2024
3
Engineering & Surveying
Job No.:
10805
of
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
Drafted:
B.S.M.
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Checked: J.S.B.
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JOEL S. BARTON
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7/23/2024
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EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
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PROPOSED CONDITIONS -HYDROLOGIC COMPUTATIONS COMPOSITE RUNOFF COEFFICIENT COMPUTATIONS (PROPOSED) DRAINAGE DESIGN CRITERIARI METHOD n
AREA C CA TIME I1 01 IS � 1100 0100 PICK-UP POINT OPEN PAVENEM Comm. AS A<3 TOTAL mErvsRv roaoUocri6cxrvlcAU MANUAUOMNI EIENITCIwRCE(cb) AT DESIGN POINT
A-1 4.9a O66 S24 15 S92 I- 486 15 ]5 i96 25.84 Sumgqhbrs A-1A&A-iB AREA ID SPACE �� AVG'V SECTION s. TABLE 11s �ENSln pncnee wr nauN /. I
A-2 484 Ohl 3.11 15 692 10.32' 486 1511 7.. 2400 sump12e15 A-2A&A-2B - DSO C= 0.90 C= 0.88 C= 0.67 = 0.51 sioaM FaEOu6xc A C. SE AREA"lams)
A3A 6.50 G. 1.95 100 a08 782 Sb 1- 9b 1- Tempo mCha ReIA3A� hi 0.18 4.75 4.94 0.88 ,0 EsysTEM I
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B3 4.83 GET 3.b le 3.92 10.]I 486 t5 ]3 7.. TbBt Sum0.1'llM. B-3A&B-3B B.1 1.95 1.9.5 0.87 INLITM[ pTH%MMEE OTH RourvD TOn1E STORM PAIN
B< R THE
99> 2b t5 S32 m I T Sumgkrbts B<A&B48 B-2 2.61 2.81 0�67 iu
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BS ss O� S32 B.es g^___ �_ Sumq}Je1s B6A&BSB B< 3.37 33] OB] MwawI TIME OF CONCEN-ON A
C4 4.60 OM S00 15 332 9.94 11. 1 790 2589 Sum IS C-1A&C-18 B-6 D. 4.95 5.69 0.62 ME - - aMav a
B5 0.11 3.84 3.95 O.fiB
C-2 2.87 O.BT 1.89 15 392 8.61 486 e67 I Tte 150T Sum }(let, C-2A&C- El W n
C-1 0.38 4.30 4.86 0.84 ruU, srx - -
a4e Ob) 394 16 632 ]% 466 11.37 7% 1685 EUoiS I..l
c3 o�c �e1Nel6c-aA&c38 gg
aE3mErvrMU, MD�i - E S
2 2 297 O67 Iocii seaAPbnlca W
D-1 t t 38f o�� 4 b SumSum hbla D-1A8D-18 irownxomss, DUP'IFx[s nPARrMENTs) +o Mlrvures oee co n'IOAeRnc
p-2 as1 o aet o 4.oB 24e gwn(�}Ikb D-2A 8 D-28 C3 3.49 3.49 0.8]El
fn N e
D3 SB] Olt 1.18 15 3.32 Se5 488 9B 950 p D-1 __1.41 141 OB] M[aCaNm[DISialCi sMInuTF.4 MORNM SY91fM0E8lOMCMSRMbCALCuurKKR {Zip
OAI 08i O.b 10 1.06 tN Si0 1.62 1 S24 280 %IIlI hktD3 D-2 091 091 OB] CITYFORTWORTHSCRITERIAOw
D-0 Sumnh1, 04A&D-eB 0-3 3.79 1 0.08 387 031 EITE DEVEUOPMENTAND CONSTRUCTION MANUAL
0
D-5 09t 0.8) 0.21 10 4.08 OB4 S74 .9 19b 1.92 Surnle1eDI E, Di 0.62 G. 0.67 _
O$D1 48w ob 21 �5 a 7Bt dm te.n Dro011kl OS -DI I D-5 031 031 O67 'FORM OF us N c An°N FOR GUTTER F- D
OS-D2 tt 5 t a rase 4m D hkt p3 OS-D1 062 425 487 W w m
O$-D3 1.W Of16 O1]B 15 392 2.50 4186 377 ].8B 6.19 C ra(elD OS-D2 1104 1104 051 °MOD-o9030ftu oftA NAGEw3CW �m
RE E s
OE-1 IIN 0.' o7l 2IS 292 JB.Bri S55 SB99 l e.al 100.48 DlgnnelD OS-D3 0.41 118 169 O66 _ 5. =LAS,NwR�' i(s,RF OnuEvca'REos`s s.wElmn)
E-1 101 0.88 0.)t to 4.06 26) 5)4 4.0) 196 6.54 $ 'le See McPherson"- OS-D4 fE9 30.50 32.19 0.52 Ro Rcrry - aE REA)
E-2 ttt 083 0.)0 t0 406 21 ST4 9" ab 2 SI.'�r-'m'_\`''b See McPherson Pbra)(I E-1 0.38 O86 104 088-tOOerze ooe-03a75 T=wloix OF FUawofts DR)
E-3 ow 05a ow o doe 29 574 ats 924 Os 511mR11k�`{See McPheson Plers) E-2 0.43 O48 0.20 111 083 0 (+.°esmlels)+rz 1a12/3 sEounn oa Errarvo mcxi eFwnr rcow
E-4 DID G: OM 10 4.. 180 5.14 2.55 9.b 4.10 OnGrade hkt(See McPherson Plate E-3 OA 1 045 00 USe Q_(�aA3SN019)(mat)(s)trz(o.3ATs)m
1 Ed 022 1 0,33 0.12 0.87 0BE Isl+/2 OG114esm)A 2°'s'rzsiR
OS-F SB.12 ]713 tt1.t61 rsG.3t Ex$tonn Drarn($ee Cbee Roatl Drainage {'kml I OS-F See Clark RDxJ Dr, nags Plans CPN 1373) M.12 EnmowROw( = IRMNAIE DEINNRCSS COEFFICIENT
A_M .EF - o19 f37V55wo3t113V5o=o o22 _ REA Indq FOi
ULTIMATE CONDITIONS- HYDROLOGIC COMPUTATIONS COMPOSITE RUNOFF AEFFICIENT COMPUTATIONS (ULTIMATE) a te5ems o1 =ox5e = VTER e)
=(14mro_mz, (,see, (s„rz (o36 IS S=UONGml C- PE(rtm) p
OPEN 0=6a4 ee IS)tl2 Q
AREA C CA TIME 11 p1 IS OS 1100 0100 PICK-UP POINT I PAVQ,EM Camm. p5 Ad3 TOTAL -
A-1 4. oSe
3za is -21o.71 4. 11. 7. 2573 Sum II AAA &A-1B �AbtEAID SPACE AREA AVG-C cARRvwc CAP-11OF GNTRC aooM DNlsa
A-2 o.B7 at0 1 2 IG30 4.88 1508 7SO � Su�gB ktLi A-2A&A-2B C=0.30 C=0.90 C=0�88 C=0.8] C=0S1 - _ ITCHES Q N
A3 0,70 O.B4 7A1 10 40a 30.09 Sb 42.Sa B.b 09.48 FN'u 510 Line�Commemiall hi 0.11 4.T3 4.92 O.BB _ _ a
A2 4.63 4.63 0.67 Sae e�O oos BM)nz �(
1 8-1 1.85 0.67 1.31 15 332 It 4.66 6.I 7SS 20D Sum hkk B. A&B-18 I A-3 0.55 S23 R. 0.84 O=s755 _ W Ill
B-2 2,81 DID 1.88 15 3.32 8.25 4.08 8.13 )90 t502 $UmY�lnbk B-2A8B-2B I B-1 1.95 1.95 0.6] pq���z n=0022 CORRUG4TED PIPE wF
83 4. OB) 3b 15 332 10.)4 466 15)3 ).90 2581 $Um kets B-3A&B3B I AN
l11-- ViCPu'ry of coM11111 11
B< 9.J) O.W 2.28 is 333 ).W 4.08 10 BB ).90 t8.01 Y� B-2 2.81 2.81 0.6] =g
Sum lnS BJABB<B I .3 4AG 4.83 D.67 5%(mrn gage) IMLEICAPACfIY W =
Y� B-4 3.37 3.37 It se ls),rz
BS 6.69 0 360 15 332 11" 466 1)27 ).M 2822 $Um lnbis B-SA&B5B I _ Y V/� k�-11(1.roeMR)112 a
I BS 395 0M 26t 16 Sumglnlets BSA B BSB I &5 074 4.95 5.69 0.62 o=as se DEVEIOPMENr AND corvsTRucn°N, sERTEN Ea n, zOrs O
C-1 471 G. 302 is Ot 486 14M m b05 SUM, let C-1A&C-1B I Bb 0.11 3�84 3.95 0.66 0 � '2
C-2 2.97 o.67 1W 15 61 4. 9A se 16.07 Sun lnkis C.2A&C-2B 1 0.38 4.33 4.]1 0.64 PER SECTION 1117 OF Ill -a (JUGS TOGINiuU MnNUAU I�
3,49 0.67 2.b 15 1 0.76 4.86 11.37 71ES t885 Onfara Inki8 C3A8C-3B C-2 2S7 2.97 0.87 GPACMfNGIUMAYSWRC011FCttx9-STREET DEP I+F
p-1 t,d9 D6,7
.8] 1.00 ID C6 4DE 574 5.73 9.b 9.25 Sunq Inlets D-lA&D-18 1 C-3 3.49 1,W, 0.87 2%XSLOffl6'CUBR ENruc-I IN SUMP (DmDCE( cc
OIL -D-2 1,17 0.67 0.]8 10 41 3.18 5.74 4.50 9,b 7.11 $-viele D-2A&D-2B I D-i 1A 1A9 a67 _ �M(oaaNAlEr
U = OF INIETO 1Wt(1 (cM) /' LL
03 9,0) 0.31 1.18 13 3.32 3.95 4.08 S.)B 790 B.°A 0I� h"'D3 I D-2 1.1] 1.1] 0.6] REErt s FAGRT NG Itt) v IL
I Di 0.49 067 0M ,0 4Ce 2133 5)4 1Se 9.b 303 SUmghbiSDJA&D4B I D-3 &79 DO 317 0.31-1135V97F01-03110 IS IOF INIET OP EN,
DI 092 O6) 082 t0 5)a 354 s>0 S=bts D-5A&D5B I �D< 0.49 0.49 0.8] p (laeem)AIs1+rz(FPS a-xvoUE ll'AneovE orEnirvc fy
I OS-D1 e7 ae 235 M 11M Sae Cl lnkt OS-01 I 0-5 0.92 0.92 0.87 Q=alaesroots)(t15t)(sltrz(o311ml V
OS-02 01 11M oel 5B1 is B69 4: 2T37 7.96 4191 DO�Nkt D-3 I OS-oi425 4.87 0.0 +322(s)+)2 aP[xr"c INLCT IN SUMP Iw[m)_
`I10 ors-D2 11a 11M 0.51 63 M D�
Os 119 0"e 1689 D7A 32 36.89 S.M - �=1OS 18 ChanrlelD OS-D3 = 0.41 128 t.fi9 0.48 AC1' 0o1914Ty.)sOwo31113Vso=o021s EucTa of wl�El OPINING (1)
)
E-1 104 O.BB 0.71 10 0s 2,07 5.74 4.07 924 6.54 Sum Wei ee McPherson Pore I I OS-D4 IA9 Sum 32A9 0.52 ore � F Dr=-I.E-.11Uow ATORENwc)In) Q
E-2 111 D. 0.)0 10 4C5 2,62 5..74 307 B24 642 $ '\1•'1_�111 ee McPherson Plars11l I E-1 0.38 0.66 1.09 0.88 =22665099=03Tts e= DEPTH 01 INLET DEPaDEPTH OF GUTTER EsiOulh)
I E3 0.93 0.59 0.. 10 4,- 2.23 b.)4 3.15 9.b E. Sum FYeI/�ee MGPlgrsOn Pla e I E-2 0.48 OAS 020 1.11 0.63 QP((I.466ro.02i6)(2266) Vul1 IS 3715GG
III000 E-3 0.48 005 0.93 0.59 - sszls),n
1 E-4 076 ON 0.51 10 4. 204 5,M 289 9.b 4.% OnGra eh 1/See McPherson Pbru I Ds(3e•R-F)IN THIS
T $
1 E< 014 0.38 0.18 0.78 0.66
O$-F Se.t2 )).iJ 1t8 t68.3t Ex.SIO+mDr4ln(See Clark ROatl Dralna0e l'bnsl I 01 See CkxkRl D,iRxSe FkRRx CPN 10A.1.;73) 58.12 "HNI6+5 ^�� �YIFIry of EunRESTREET11 THE DIELOPIR A= HOT RI
e� Ym O
0=411ie(o OosMUIQ a g
STREET CAPACITIES °-z9 zz �DFY ANE REQUIREMENTS COLLECTOI -RE Pr rftol6n
Ty1raPAcrry or couewsD STREET i
6 rrvay, Slpol^,, 'see eer ROW 5. Depm Nona =0 (mi^gee°) 0-
m Fln,.w c.m nw, Gam a., FrFARn,u Ple,a.M swawr. R c.D.clry� caweln-Is)1rz �e3A
InaBs Aron C Cl TIm 6YE4R 100-vEAR fro Iro Curb D_SB 620005 BM),l2
N a
UpsOenm Upatraam Wq
Aroa ID (1° In1anMN InbnMry ID) (D) (0) (0)
R1e1 [UN ICIM ICIN ICIN RM IMM Om CADAClIYC4CUlAip�M FQR 22 FFSiBEEll2%NSLOff/6'COAB
IA-1 dsz o.e6 123 is oo 7Se St
tIII ee 2B'edl oaoe3 3053 ray npw to sump
IA-2 dea os7 sto uOO 79e 474 m 2g as oams 3t es-.wynow to sump I aEErcAPAcmr, CRY uNE1
B2 tars D 67
18a 1500 15 2g B6 0=d3 2.aay Apx,p aunp =, 98rta �e=0,373
IS 3 3b 15.00 7."ET25." 73 2gea oa05O 2755 tray naw,o aunD o=(1.aeem)AlsMrz la)zr3
B< S37 O67 2,16 1500 ]� 10.01 1088 R'06 0'- .37 2-1-
I Q=(�.aeNO.ote)(t ee)IS)trz (Ot3n)Yf
snrz
BS 354 1500 a06 ).90 1720 20.22 1720 2822 2g 06 OOO6t 3043 50.35 See ray eow+p sunp
IBS 1500 2 Apx,pawp ^�r 0019 )) r
C-1 15.00 aupD -133V55wo3,122Y55=ooz3e
C-2 297 OG7 iW IS. 7� 1117 011 2]1 IDOED 2755 2 Y ,M zunp
IC-3 2. 10. 5114 924 1S 43 21.62 IS. 2162 29'Se OOGSO 27. 55l-3261/4992-04589
D-1 tW 1000 11 9.23 57J 00085 Q=(laeeroreae)122e1)ISp(2 la.ase9)v3
' Re=644 e515y,
D 2 7 -6S D
D4
OS _ mn� MWIMSMyyArlr^yylrvoFSTREET(,DavuuE)-
E-1 104 O60 Osi2i 4e0 79e a44 M S44 ss 23 e-e Onane omn 4m� M SOB 2rayeox (M sump IC➢=a -(s11(21M19'nnnJ
IE-2 070 S56 602 26] 4t0 '2 "7 dt8 2S &B Lvuaea 00070 S81 b.09 2P 2-x-cT evx (M zunp D-a2�cis0_WS)+rz L J
IE3 055 3ME 602 3.30 t% 23 &B GMOee OOOTI 661 ]403 251 2-waynawtosunp 1Dgg51
IE4 76 0� SEE to ao E. 9.b 2.e9 4.. 2. 4. 129eBUx. oao Set 74.m 2. I I(ns/v31
reEMaws Drev OurewG rNEsrEAre s7oreM. Om^rrprervEUNr NOMW„SjV_f4/-- 11 cOMeINED STREET SGWYOBF( 6AM/ wi
nfMG=1111f1 TTsx9C(11m99HATTgmn) �EVI
es as l0SWe nm)nz 59 of 121
- .0o5
Q_174 nn EXHIBIT 11B16 DRAINAGECRITERIA
& NOTES
NOTES
vRrOmao-MM,evwR(rrE.-.xSONOr OMPmi GNUr 6\1 Oeas - Deis -.1 Maaaow\Plane\Prime a\snez,e\(06Os-oA wUGs-Pxa awg Mon San 11 2Ozs 1141
HYDRAULIC CALCULATIONS - S.O. LINE "A"
.wzw"w. ew�m.uu �w He mmwenuemn nmp uaNn IuwaW a nx m.N Roe sNee ef0n w Hew Lwav Heeeeon xava u an
eypeaa `7 snewi eNeW ebcW vv Lw r Bov9 annwiu
Nov •.nmu xn nn area v urwm. ewr Tm i � a o 0. Qe v4m n n snwni z Nt 'n `.� K X1 X• Poa„n mm o Br. Ow.�
2.
1.
1238.98 1056.51 180.4T h3 B.e 8.] 3.1 10.5 11 1 0.4QI W4. Y1 Wt].e] 5060 1 82.] e10. 82.] 142 1N 1�OoM• .01 0.0015 ]03.04 i42.0 14za8.1 I aIZ5.5 mOA/ n0.58 a 05 Bz90.2 30OM : �I ]44.1 ]39.� ]39.i ]473i Z% 1058.5 i00.18 356. A3 4.Q''�J�'� 13.4JJ f
]00.18�N%JII 3w 34i. A-1 4.92 18.331 0.0� 3. 13.iQ 15f 1.O�JI 16. 4.0�1�1 1 ].681 83.1] 105.1 0. 105.1 !J 01 0.0013 ]41, ]01. 5. 4.3 0.3� 0.4i1 02, 0:14I 0.1U1 ]42.0 3B� ]3B. 7a3.� >_50
loll
300.U01100. 21d. 45 Bentl 18.3 0. 113.i 1 0.1 165 4. 1 ].8683. 105.1 0. 1p5.1I 3I 8 01 I0.0012 ]4122 i01.3 4.3B 4.3 0.3 0.3n11 0.3� 0.1QOl 0.16jl ]41. i3B0o z ]45m 3.8�1 x0.BEG.¢%P
HYDRAULIC CALCULATIONS - S.O. LINE"A" LATERALS
mule.
r-o z .umm�
II I
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95I 0511) I 2.,461 2.,161 0.661 1.611 1611 151 0.00I 150I 4.861 100I ]9I ]I 1287I
0.0I 12MI 211 1 I0013IO.O66I 742.18I 7420I
I]�w43e2+ .i8
I 5.351 OMI 0.00I 1.251 OOI M91I]38.fi0,1]a3.911 1.31 HGLBEG.@UNEeCONN.
.31S2$tO.B15i1 AI 001$I01/ 9I14I/ 61]M9CI T39.]Q0y J1 Aa.30A0.1 24.0.2A0].2]I ]. 3.3I 01020.O.t 0.1,t=J 6/I AI 5II 6I31 OI=1
R1.99 HGLBEG.@uNEe CONN.
HYDRAULIC CALCULATIONS - S.O. LINEN"
31
1448 B�9f11432.39J 14.5 0.5 (B$) 1.9 1.9.�9+J O8� 130 1.3111 ^10.00 15.01 4. Y1 ] 8.33 1039 e10.00 1063922
18 12/ m �001J00021 ]M ]M.51 n nZ 3.31 z0i zi000 Lei 1m00 BOo.�j7"]i Tat ]dx.x ]a6.w 1.Bs
1 3.9
11
i.s
36 3
1.Q 1875 OBJ$1 339113�0�f,�08� 2 81 12 1-3 m]T 30.� 8347:�83811� 1000�8f Te2ll ]420� 02� 05 03 0.3r1 T> 743.61 Ti38 ]38.>a4T.03 3.9
T58.4'/11 800. 11 158A /l 4.8311].M� 0.61 3.141 11. 1 OA 1]. 4. 1 7.'�[y1 SZ,28:g JI 1 �1 . 0]� ! 161001 f�5� ]410 11 ]41. 2J 5.3 2.9J�4� 0. 0.' 0.1 T3B.5�/ a3 3 1.T3 I
BOO.OAf 529.1'/ ]0.89J B-2 2.81f 20.6hJ 0.8'/ 1.BBI 13.5J 1 : 0. 1B.3 f 4.,4 1 ].331 58.8/J 98.15J OOOJ 89.151 3� 1 '0.01 $f 0.000'/J ]41.�/1 ]41.8'/J 2.9 J 3.3(If 0.1'� 0.1� 0."5J 0.1 0.1 1 ]41.021 ] i38A3f ]a3.'�d 19z
529.I 348. 180.8 B-1 1.9 22. 0.8'/ 13`1�' 14.8 1 0. d38 1 ]<7J 65.0(1 10]8((11J 00�J 10T.801 A 1 10.01� O.WO(f ]d1.5S1 ]41.46 3.36 3.5sfJ O.ZtB 0.1 0.5(1 0.0 0.1 ]01.6'/ T3B i38.zs 43 1.80
ool
no 100.061MA 158BM 228� 000 148 1 0.3� 18,0��1 r,tY-�` +0�8b O.OQ f0i 80 3 16001�0� i41.1 T41.2L 35 356�� 9� O1� 0� 0.1�]41�T382 T38.21-1 1.4 XGL BEG.@T/P
� �1
..e, ...` w CHANNEL A-3. HEC-RAS INFORMATION
V/
O
0
a cl)
C OF
y~
W 20
W a1
m cc
C.) °
w
W
W
13
F
L J
OBOs 1
GEUOBEr 3nrn/1Bw 1
m1B 1
�LN 61 of 121
EXHIBIT "Bn DRAINAGE
& NOT IA NOTES
E \i Baas - Bwr crcew Neaaaw\Plana\Pncae a\snewe\ioe0s-u uLa-Pna awg Non ran Os zOzs t3-a3
ND
— L STREAM CENTERLINE
CROSS SECTION
18372 CROSUMe TION
NER
-gqp- EX611NG CONTOUR
,Wd PROPOSEDCONTOUR
EFFECTIVE
—YR FLOODPIAIN
ULUMATE CONDITIONS
NOTE'SEE SHEETbI FOR
HEC-RAS SUMMARYTABLE
CCN1RACf09NCfE
�I \
sa
I `
III 1 \ BLOCK FF
II I
I \
a \
n \
f�tWIMA BOUNDARY
74
1 \
>, B
mFr-fmm mNY D.E.
ro
BLOCK F
I
-
I-
I REVISIONDA,F I
I I
pj I
1pi�( I
o z
I 75D E 45' D.E. 3
' I i'fREEEDARO L'FREEBDARD I--) w S
--- swNRABouxDARr I W 'y
�-
IrF ooDFuw N w _a � o pt P+ 01
----1------0i_----N------_---0�--I�MT-IO-�FSga
B., 0 H2' 0 W w y m
51
I
I IR CHANEL A -SA TYPICAL SECTION CHANEL A-SB TYPICAL SECTION
)4) ^)do — i50� (A -A) (B -B)
d QI00 = 1800 N.
Q-630 cfs
\ \ A I QPro,— - 1 486 A R2/3 5'/2 QProvid°d 1 486 A R2/.i 81/2
CID
ro mFr=>rsss rarrfde.es .wr=rd,m mNmdeao nur=fdcm mff=ldv ea mrrwsoso I VELOCITY CHECK CAPAC TY CHECK VELOCITY CHECK CAPACITY CHECK
@ = 0035 n = 0050 n = 0035 n = 0050 O
\ A = 112 00 s9 fl A = 112 00 s9 It A = 36.00 s9 fl. A = 3fi 00 s9 It
\ I R= 249 R= 249 R=146 R=14A Q
S= 1 55% 5= 1 55% 5= 2 009. 8= 2 009.
F Is \le \ n 's R BLOCK FF ) I Q Pr 'd = 10843 cfa Q ProJ, = /590 cfs Q ProV'd = 2/82 cfs Q Pr°V'd = 1947 cfs N
= 2.87 fps d \ I V0 56' V= 2 98 fps d= 0 82' a
:E CW �w(
E.Po C DD ~
- > - - - - - - - - - - - - (1)Z o„ofR RofF �, Y y F
+m
m W a0
W
CHANNIEL "A-311 SCALE: 1" = 120' ° N � rE°E E° it
0
I PROFILE
IrIliivEaTP
I
!GALE
°
I NOTE: NO SAVED OR x°°'a' '°
765
i PROPOSED TREES 765
ARE WITHIN THE
SWFMA BOUNDARY
760
I 760
755
PROPOSED
G ER OI QT BNK
I I
g
755
— ERLINF Of CHANNFLPROF1
750
_ _ g - - - -
Y� IRO 'ROUND PROFI
B ?$ IBD-YR
$' I a
� �
� �E=
750
n$_
e> `Rwxr ybF ea�
/
I
N
1 _ W
745
la°rR
WSEL=)4d.36
s._
):?s........... -
745
PROPOSED
GROUND
PLcENTERNNE
II
OE cHaEL
II
II
740
740
735
I
I
I
I
o
I
I
I
I I I
735
EXHIBIT "B"
730 f EEM
' ai
'
' ! 730
L
L J
D G„M11°1
BENUSWVORFr 5A , ISI
64 of 1211
CHANNEL "A-3'
ANALYSIS
E\1°eos - o�., c•..x xrom.\PH"=\Pnea. e\snaam\1oB°s-cnnxna A-d a.g rno" aa" ps z°zs 1a-<s
ND
— L -EAM CENTERLINE
CROSS SECLION
18372 CRosUMeJON
ExanNC CONioUR
,Wd PROPOSEDCONTOUR
EEELCLIVE
—YR ELOODPLAIN
U1-
ATE CONDFIONS
PLOODPLAIN
NOiE'SEE SHEETbI FOR
HEC-RAS SUMMARY iA&E
CCN1RACf09NCfE
765
760
755
750
745
740
735
730
^ I
'so e
a � I
I - I
- E. EP
I I I
I I
I O---o ovulrv--� _ �swrnuouxonR=�`. 'Is'w.E�W
' ---__ V--- —
I _
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mR=J .wr=Jsr ra � \ Jr'Jsr.m mrr-Jsz ra mwJszm - I I
aLOCKfv
\ p PR,CJ '
CHANNIEL "A-3' l
R1111111LIA,E
1
cnz
1
i
m 1
SCALE: 1" = 120' 1
A
01 s�
NOTE: NO SAVED OR
N
PROPOSED TREES
?�
ARE WITHIN THE
O
SWFMA BOUNDARY
o
a
0
.0,
LLI
ch
W mo
LLJ IL
V o
PROFILE kCALE
a ao
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765
UJ
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755
♦� �3"
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750
745 L
740
L J
735 D 5 Mr1°a
o �N,DRH A �,aw I
M�a I
BEN 65 of 1211
CHANNEL "A-3-
730 ANALYSIS
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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
FORT WORTH
INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN
Facility Name:
Basin/Pond Number: Inspected By:
Type of Inspection: Annual , Quarterly , Monthly
Basin Conditions:
Facility Agreement Number:
Date:
, Routine , or Storm Event , (# days since event
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:
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:
0
Fort We th
Stormwater
Management
Owner's Representative
Form CFW-6
CFW- SEPTEMBER 2015 Appendix A A-17
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