HomeMy WebLinkAboutContract 63364Date Received: 6/4/2025 Permit No.: SWFMA-24-0118
Time Received: 2.28 p.m. City Secretary No.: 63364
DRAINAGE CHANNEL
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 4th day of June
2025, by and between Quail Valley Devco VLO, LLC, a Texas limited liability company,
hereinafter referred to as "Landowner" acting by and through, Walsh Homeowners
Association I, Inc., a Texas nonprofit corporation, its duly authorized Homeowners
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 Houston Tap & Brazoria Railroad Company Survey, Abstract
No. 647, according to the deed recorded in 202148529, Official Public Records of Parker
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 Walsh Ranch Quail Valley Legacy
Park, 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, the Landowner, the 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 Drainage Facilities be constructed and maintained on a portion
of the Property; and;
WHEREAS, the City requires that on -site Drainage Facilities ("Facility") as shown
on the Plan be constructed and adequately maintained by the Landowner, its successors
and assigns, including the Association, the location and dimensions of which is shown and
OFFICIAL RECORD
CITY SECRETARY
DRAINAGE CHANNEL MAINTENANCE AGREEMENT FT. WORTH, TX
Rev. 03/01/2022 BN
more particularly described by metes and bounds in the attached Exhibits "Al" ("Facility
Property"); and;
WHEREAS, Landowner agrees to convey the Facility Property to the
Association and the Association agrees to accept the Property where the Drainage 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 Drainage 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 Drainage Facility includes all
pipes, channels or other conveyances built to convey storm water to the
facility, as well as all structures, improvements, and vegetation provided to
control the quantity and quality of the storm water. Adequate maintenance is
herein defined as good working condition so that these facilities are performing
their design functions. The Drainage Channel 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 ensure the 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.
DRAINAGE CHANNEL 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 Association, its successors and assigns, fail to
maintain the Facility in good working condition acceptable to the City, the
City, its authorized agents and employees, may enter upon the Facility Property
and take whatever steps necessary to correct deficiencies identified in the
inspection report and to charge the costs of such repairs to the Landowner, its
successors and assigns. It is expressly understood and agreed that the City
is under no obligation to routinely maintain, or repair said Facility, and in
no event shall this Agreement be construed to impose any such obligation
on the City, such obligation is Landowner's.
5. The Landowner and 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 the
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 Parker 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
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE
AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND
THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND
EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION
WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE
FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE
FACILITY PROPERTY TO MAINTAIN THE BED AND BANKS OF
THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS
A RESULT OF ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TO (1) FLOODING OF THE CHANNEL AND ITS
BANKS, (2) SLOPE FAILURE OF THE BANK OF THE CHANNEL,
AND (3) AND FAILURE OF THE CHANNEL AND ITS BANK TO
OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT
WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR
OBLIGATIONS HEREUNDER.
7. Landowner and Association covenants and agrees that no habitable building
shall be erected within the drainage channel outlined on Exhibit "A- I" but this
paragraph shall not preclude construction of other improvements within the
drainage channel, which do not impede drainage. Landowner covenants and
agrees that no habitable building shall be erected on the above property
abutting such easement which shall have a finished floor at an elevation less
than two feet above the maximum depth of water in the detention pond which
would occur during a 100-year frequency flood.
8. This Agreement shall be recorded among the land records of Parker County,
Texas, and shall constitute a covenant running with the land, and shall be
binding on the Landowner, its administrators, executors, assigns, heirs and any
other successors in interests, including any property owners association.
9. Notwithstanding anything to the contrary contained or implied elsewhere
herein, it is expressly agreed and understood that the liabilities, indemnities and
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
obligations of Quail Valley Devco VLO, LLC as Landowner hereunder shall
expire and be of no further force or effect upon the transfer ("Transfer") by
Quail Valley Devco VLO, LLC to the Association of legal title to the Facility
Property, save and except for any liabilities, indemnities and obligations of
Quail Valley Devco VLO, LLC 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]
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 5
Rev. 03/01/2022 BN
Executed this 2 n d day of
CITY OF FORT WORTH
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: 06/02/2025
June
Approved as to Form and Legality:
N1a��heWMwtati
Matthew Murray (May 27, 2025 13:3YCDT)
Matthew Murray
Senior Assistant City Attorney
City Attorney's Office
Date:
05/27/2025
4F FORT �°o
ATTEST:
C\�� a°na nEXASo�p
Jannette S. Goodall
City Secretary
Date: 06/04/2025
2025.
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.
Kandice Merrick
Planning Manager
Date: 05/27/2025
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
STATE OF TEXAS
COUNTY OF TARRANT
This instrument was acknowledged before me on June 2nd, 2025 by
Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
Pay>®o KATHLEEN BRADFORD
L Notary Public
TEXAS
.% STATE 0' TEXAS
Notary
Notary Public, State of Texas
MvcoarryI.
REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7
Rev. 03/01/2022 BN
LANDOWNER
Quail Valley Devco VLO, LLC
a Texas limited liability company
By: Quail Valley Land Company, LLC
a Texas limited liability company
its manager
By: RPG QVR, LLC
a Texas limited liability company
its man er
�-
By: Sprpente;
Its: Vice President
Date:
STATE OF -ke'3
COUNTY OF §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
-eKa , on this day personally appeared f
(name), V fjPit 5 z -- (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 quad ve .l Uvzc C ; ( (entity), a
U; ` t' 1 L"'Almfl&(entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this Z day
of M41
2025.
S.
ANNA MILES Notary
ID #131241459 ry Public, State of
My Commission Expires
I �o April 19, 2026
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
ASSOCIATION
Walsh Homeowners Association I, Inc.
a Texas nonprofit corporation
By: Seth C enter
Its: President
Date: '�- z'I - 2.6V
STATE OF d�5,14S §
COUNTY OF JD&n3 §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
ekn3 , on this day personally appeared -W (. 111, ,,
(name), Prd j ctit,i (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 L4/ . � ' a� (entity), a
(entity type) and in the capacity therein
e
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this
of 2025.
ANNA MILES
ID #131241459 Was
My C APO g,.n
.................. 8
Notary Public, State of
2, f day
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 9
Rev. 03/01/2022 BN
EXHIBIT "A"
LEGAL DESCRIPTION
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 10
Rev. 03/01/2022 BN
WALSH RANCH - QUAIL VALLEY - PLANNING AREA 3W
EXHIBIT A-1
DRAINAGE CHANNEL 1
LAND DESCRIPTION:
BEING a 0.8139-acre tract of land situated in the I. & G.N. R.R. Survey, Abstract No. 1996,
Parker County, Texas and being a portion of a 124.6-acre tract of land described in Special
Warranty Deed to Quail Valley Devco VLO, LLC as recorded under Document No. 202148529
of the Official Public Records of Parker County, Texas (O.P.R.P.C.T.) and being more
particularly described by metes and bounds as follows:
COMMENCING at a 518-inch iron rod found at a westerly ell corner of said 124.6-acre tract,
same being the southeast corner of a tract of land described in deed to George Beggs III as
recorded in Volume 204, Page 497, D.R.P.C.T. from which a 5/8-inch iron rod found with plastic
cap stamped "DUNAWAY" for reference bears South 89 degrees 18 minutes 10 seconds West
at a distance of 49.67 feet;
THENCE South 89 degrees 33 minutes 00 seconds East departing the westerly line of said
124.6-acre tract and continuing over and across said tract, a distance of 100.07 feet to a 5/8-
inch iron rod set with plastic cap stamped "Huift-Zollars" at the POINT OF BEGINNING of the
herein described tract;
THENCE continuing over and across said 124.E-acre tract the following courses:
North 29 degrees 59 minutes 32 seconds East a distance of 9.06 feet to a 518-inch iron
rod set with plastic cap stamped "Huitt-Zollars" at the beginning of a non -tangent curve
to the left having a central angle of 2 degrees 41 minutes 17 seconds, a radius of 552.00
feet, and being subtended by a 25.89-foot chord which bears North 27 degrees 46
minutes 24 seconds East;
Along said curve to the left, an arc distance of 25.90 feet to a 5/8-inch iron rod set with
plastic cap stamped °Huitt-Zollars" at the point of compound curvature of as curve to the
left having a central angle of 33 degrees 27 minutes 39 seconds, a radius of 559.44 feet
and being subtended by 322.09-foot chord which bears North 09 degrees 43 minutes 45
seconds East.
Along said curve to the left, an arc distance of 326.71 feet to a 518-inch iron rod set with
plastic cap stamped "Huitt-Zollars" at the end of said curve;
North 07 degrees 00 minutes 00 seconds West, a distance of 139.55 feet to a 518-inch
iron rod set with plastic cap stamped "Huitt-Zollars" at beginning a curve to the right
having a central angle of 14 degrees 25 minutes 02 seconds, a radius of 640.63 feet and
being subtended by a 160.78-foot chord which bears North 0 degrees 12 minutes 37
seconds East;
Along said curve to the right, an arc distance of 161.20 feet to a 5/8-inch iron rod set with
plastic cap stamped "Huitt-Zollars" at the point of reverse curvature of a curve to the left
having a central angle of 27 degrees 16 minutes 10 seconds, a radius of 30.00 feet and
being subtended by a 14.14-foot chord which bears North 06 degrees 12 minutes 54
seconds West;
J:\Survey\303061Go-Walsh Ranch`,02.Quail Va11ey\PA5\05.11 Survey/10 CADD & BIM\10.20 Legal Descripti o ns\W R PA5-ofFsite STM ESMT 10
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Page 1 of 5
WALSH RANCH - QUAIL VALLEY - PLANNING AREA 3W
ExH1BIT A-1
DRAINAGE CHANNEL 1
Along said curve to the left, an arc distance of 14.28 feet to 5/8-inch iron rod set with
plastic cap stamped "Huitt-Zollars" at the end of said curve;
North 19 degrees 51 minutes 00 seconds West a distance of 50.51 feet to a 5/8-inch iron
rod set with plastic cap stamped "Huitt-Zollars" at beginning a curve to the left having a
central angle of 33 degrees 01 minute 43 seconds, a radius of 30.00 feet and being
subtended by a 17.06-foot chord which bears North 36 degrees 21 minutes 51 seconds
West;
Along said curve to the left, an arc distance of 17.29 feet to a 5/8-inch iron rod set with
plastic cap stamped "Huitt-Zollars" at the and of said curve;
North 52 degrees 52 minutes 42 seconds West a distance of 47.05 feet to a 5/8-inch iron
rod set with plastic cap stamped "Huitt-Zollars" for corner;
North 37 degrees 07 minutes 18 seconds East a distance of 35.00 feet to a 518-inch iron
rod set with plastic cap stamped "Huitt-Zollars" for corner;
South 52 degrees 52 minutes 42 seconds East a distance of 47.05 feet to a 5/8-inch iron
rod set with plastic cap stamped "Huitt-Zollars" from which a 5/8-inch iron rod with yellow
plastic cap stamped "Huitt-Zollars" found for reference on the west line of Lot 33, Block
13 of Walsh Ranch — Quail Valley, an addition to the City of Fort Worth, Texas
(P.R.P.C.T.) as recorded in Plat Cabinet F, Page 678 of the Plat Records of Parker
County, Texas bears North 60 degrees 20 minutes 19 seconds East at a distance of
196.34 feet, said point also the beginning of a curve to the right having a central angle of
33 degrees 01 minute 43 seconds, a radius of 65.00 feet and being subtended by a
36.95-foot chord which bears South 36 degrees 21 minutes 51 seconds East;
Along said curve to the right, an arc distance of 37.47 feet to a 5/8-inch iron rod set with
plastic cap stamped °Huitt-Zollars" at the end of said curve;
South 19 degrees 51 minutes 00 seconds East a distance of 88.13 feet to a 5/8-inch iron
rod set with plastic cap stamped "Huitt-Zollars" for corner, said point being the beginning
of a non -tangent curve to the left having a central angle of 14 degrees 03 minutes 56
seconds, a radius of 595.63 feet and being subtended by 145.85-foot chord which bears
South 0 degrees 02 minutes 04 seconds West;
Along said curve to the left, an arc distance of 146.22 feet to a 5/8-inch iron rod set with
plastic cap stamped "Huitt-Zollars" at the end of said curve;
South 07 degrees 00 minutes 00 seconds East a distance of 139.55 feet to a 5/8-inch
iron rod set with plastic cap stamped "Huitt-Zollars" at the beginning a curve to the right
having a central angle of 33 degrees 27 minutes 39 seconds, a radius of 604.44 feet and
being subtended by a 348.00-foot chord which bears South 09 degrees 43 minutes 45
seconds West;
1:\5urvey\30305100-Walsh Ra nc h \02- Quail VaIley\PA5\05.115urvey\10 CARD & BIM\10.20 Legal Descriptions\WR PA5-Offs ite STM ESMT 10
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Page 2 of 5
WALSH RANCH - [QUAIL VALLEY- PLANNING AREA 3W
EXHIBIT A-1
DRAINAGE CHANNEL 1
Along said curve to the right, an arc distance of 352.99 feet to a 5/8-inch iron rod set with
plastic cap stamped "Huitt-Zollars" at the point of compound curvature of a curve to the
right having a central angle of 2 degrees 43 minutes 10 seconds, a radius of 597.00 feet
and being subtended by a 28.33-foot chord which bears South 27 degrees 47 minutes
29 seconds West;
Along said curve to the right, an arc distance of 28.34 feet to a 5/8-inch iron rod set with
plastic cap stamped "Huitt-Zollars" at the end of said curve;
South 29 degrees 59 minutes 32 seconds West a distance of 9.40 feet to a 5/8-inch iron
rod set with plastic cap stamped "Huitt-Zollars" for corner from which a 5/8-inch iron rod
with yellow plastic cap stamped "Huitt-Zollars" set at the intersection of the westerly line
of Walsh Ranch — Quail Valley addition with the northerly right-of-way line of Walsh
Avenue as shown on plat of Walsh Ranch — Quail Valley, an addition to the City of Fort
Worth, Texas as recorded in Plat Cabinet F, Page 536, P.R.P.C.T. bears South 54
degrees 48 minutes 47 seconds East at a distance of 45.17 feet;
North 60 degrees 00 minutes 28 seconds West a distance of 45.00 feet to the POINT
OF BEGINNING, and containing 35,454 Square feet or 0.8139 of an acre of land, more
or less.
Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202),
North American Datum 1983 (2011). All distances are surface values and can be converted to
grid values by dividing by the combined scale factor of I.00015539999.
A plat of even survey date herewith accompanies this property description.
For Huitt-Zollars, Inc.
Mitchell S. Pil ar
Registered Professional Land Surveyor
Texas Registration No. 5491;
Huitt-Zollars, Inc. . ...... � yy
TBPELS Firm Registration No. 10025600 cy. '¢ � �'•pN
5430 LBJ Freeway, Suite 1500 [ �+IITCHELL SAGUN P&LAR i s
Dallas, Texas 75240 ................................5491
(214) 871-3311 .y °Pss5tio�'�O)
oillar(7a huitt-zoilars.com Date: January 3, 2025 p URv
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Page 3 of 5
PIUM 01103710251I A3AM J.ISURVEY130306100-WALSH RANCHW2-GUAIL VALLEYhPASMJ1 SURVEY110 CARD & 131M110-15 MAPPiNGCWGTX - EXHIBIT5IWR PA5-0FFSrrE STM ESWr 1D.DWG
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VOL 204, PC. 497
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CAB. F, SL. 536
DOC.A 202146529
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HOHUITT
ZOLLARS
5430 LBJ Freeway, Stft 1500
Dallas, Texas 75240-2075
214,871,3311
www.hudt-sonars-com
LEGEND
. rvf 57 IRON ROOF4)UN0WrIMV4ASTIG
CAP STAAPED"HL TrZOLLW,S
SIT NON ROO SETWrTH PIASnC
GW STAMPED miuriT-ZXLARS`
P.O.H. POWTOFEEGIf W
P.O.C. PWOFCOMWWANG
PSLP.G7 PLAT RT-00ROS, PFReR 00uNTY, TIXAS
O-P.R.P.C.T- OFnCKL MC HECORO5, PARKER OWNTY, TEXAS
0 60 120 240
SCALE IN FEET
EXHIBIT MAP
EXHIBIT A-1
DRAINAGE CHANNEL 1
0.6139 ACRES
1. & G.N. R.R. Survey, Abstract No. 19%
PARKER COUNTY, TEXAS
BASIS OF BEARING:
Bears are based on G1e Slam Plane Com&ate
System, Tares North Central Zone (4202) North
American Datum 1W (2011)
HZ PROJECT NO.: R303061A1
DATE: January 3, 2025
SHEET 4 OF _ 5
Curve Table
curve Radius Length Delta Chord Chord Bearing
Cl 552,00' 25.90• 2'41'17• 25.09' N 27°46'24• E
C2 559.44' S26.71' S'3.27'S9' 322.09: i{ 09'43'45• E
C3 640.63' 161.2a' 14.25'02- 160.78�j 90'12,37• E
C8 30.60• 14,28' 27.18'1O• 14,14' N 96.12'54• W
cs ss. o s7.47' s-a1'43' �11`7 es' s 9s 2i si
C7 595.53' 146. 22' 14°03'58' 15.85' S 0o•02.04' W
CS 604.44• 352.99' Ss•27. 39' 346.00, S 09.43.46: W
C9 697.00' 28.34' 2.43'10' 28.33' S 27`47'29W
0
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0.8139 AC.
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SH RANCH - QUAIL VALLEY
CAB. F, SL. 678
P.R.P.C.T.
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For HuiB-ZL111ars,inc. F r4(wOTMUNs f ri
L 1 `
:(P Wchell S. Pillar -
Registered Professional Land Surveyor MITCHELL SAGUN PILLA : 3'
Texas Registration No. 549i o •• 5491
HU IoparS, Inc. �,9 • PaR 0t\1. 6 � H U I1T
TBPELS Finn Registration No.10025WO /, j •. E5S1 �j /•� � ■
54M L9J Freeway, Suite 1500 5 U v ZOL LAR S
DEI Texas 75240
(214) 871 -MI 1 Y 5430 LBJ Freeway, SuND MO
pillanftud-Iollars.00m Data: January 3, 2025 (}alias. Tom 75240-2675
214S71.3311
www.huitt-2DRm.cwn
39
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LEGEND
F� W IRON R00 F011110 WRH PLiAZIM
W STAMPED wwrrr•7a1M3•
M 5R• INN ROD SET WRH PLA411C
WSTANMwwrrr.TOLLAW
PA.C. P08n OF COMMEKNG
P.R.P.C-T- PLAT RECAfG7S, PAAIER=Xrf MAS
0.PA?C.T. 9FFU L PUBLIC PE9ORD5, PARKER COUNTY, YEW
a 60 120 240
SCALE IN FEET
EXHIBIT MAP
EXHIBIT A-1
DRAINAGE CHANNEL 1
0.8139 ACRES
I. & G.N. R.R. Survey, Abstmot No.19%
PARKER COUNTY, TEXAS
BASIS OF BEARING:
Bearings are based on tie StaW Plane Caddnate
System, Tess North Cenbal Idle (4202) North
American Datum M (201 t)
HZ PROJECT NO.: R303061.41
WE: January 3, 2025
SHEET 5 OF 5
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 11
Rev. 03/01/2022 BN
ACAMACH0 01/13/2025 5:08PM H:\PROM303061.41 - WR - PA5\10 CADD & BIM\10.1 AUTOCAD\SHEETSIWESTERN BOUNDARY ROAD\R30306154-STRM-LINE BOWG
45 DRAINAGE ESMT. ,
AVERAGE
S = 394%
aoo = 170 cfs
dp 042R(n-0.050)
Vp-374 fps (n=0035)
\�W��2
I
I
SECTION A -A
N.T.S
46 DRAINAGE ESMT. ,
AVERAGE
S=60%
aoo = 17 0 cfs
dp - 0.37 It(n=0.050)
Vp=429 fps(n=0035)
yWSEL=
961.04 I
SECTION B-B
N.T.S
45' DRAINAGE ESMT _
AVERAGE
s=so%
(1,, 170cIs m
dp = 0.37 R (n=0.050)
Vp=380 fps (,=0035)
9 12' c
\V' YWSEL=
94512
SECTION C-C
N.T.S
�ZQ
1�1 )�
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\ go+ � o — iv _
e
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REINFORCEMENT MAT p`-
0
f
f \
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I \ \ \ T— -"pPi-f _�- -- STA 0+5912 SD LINE
�rv-i CONST. 4'SQ. MH
RIM-968.99
/
i7) 97( 990
iG--L�II i d I I
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o .1
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cn
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,
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c LJ
CD
9
Lkr. Rt urJ)
1441S
mm
mm � am mm mm
A+50
-4+00 -3+50 -3+00 -2+50 -2+00
0 50 100 200
SCALE: 1" = 100'
HUITT
HZ ZOLLARS
Ott
414
]STA:1+4748 SO LINE B
CONST. 20 CURB INLEI
i
(b( 980 , 9FCT nu a-p
45' BEND
1+12.105 LINE B=
0+00 SO LAT B1
ST. 60° WYE CONNECTI01
967.24
990
'Ibq
- SE6TI6N 6-B PAVE A NT )
ud CL DF k!"E
6IM-16.99 76
411 PRQP_TOF-QF
n�1
�� Q E
f P i -1 1 r AOOROUND
( �d Pq
c s
L -1- MAN) H I�a"3.2SLkS�
�.p ,._J s,� ubuLanik I
W '6 / ,% 20' - 16q I
RIPRAP ND $I= Q.0
15"MI IiIC V= 9.45.fps
SEE IKEI'.T 05.�8 0
1 &LRADA rL�
-e GRAeaMav rrFEc �
m m m N m m
-1+50 -0+50 0+00 0+50 1+00 1+50
EXHIBIT B
CHANNEL A-1
STA 6+00 TO 4+00
i
1
DRAINAGE ESMT\
BY SEPARATE
\ 1 ,INSTRUMENT
S A: 0+88 SD LAT B1 I �.
CONST.4' DROP INLET .
.tom_ _SWFMA _
DOC.p 202236007
-O.P.R.P.G.T.
__DRAINAGE ESMT
—\ \ CAB. F, PG 634
"P.R.P,C.T.
NOTE.
NO SAVED OR PROPOSED TREES
ARE WITHIN THE SWFMA
BOUNDARY LIMITS
HZ PROJECT NO.: R303061.54
SHEET 1 OF 2
ACAMACH0 01/13/2025 5:05PM KTROM303061.41 - WR- PA5110 CADD & BIM110.1 AUTOCADISHEETSMESTERN BOUNDARY ROADIR30306154-STRM-LINE BOWG
45' DRAINAGE ESMT.
AVERAGE I .� �S! 3`�v. ������ �� v81lo 11
S AVERAGE
Qmo=170cfs\�` ;, 21,660 SF LANDLOK450 �� a's2s �! T-- c
dp=029ft(n=0.050) SoI ; i i } `\ �`TRM OR APPROVED �+�-',�c'6; 006�`+T
Vp=546 fps (n=0035) I i i7i/ i it EQUAL\\\+� o` rn 6+
0�AV`��`` a
yWSEL=
924.52 I ��`� �-2,•� h
SECTION D-D
N.T.S = =`sos Z' — _/ /�iX,., �� ,� I f f I HIM
46 DRAINAGE ESMT.
AVERAGE
I 5=4.5%
I (Nao=170cfs o I
dp=040ft(n=0050)
Vp=3.86 fps(n=0.035)
\sue 12 a I
v vwsEL= / f I
- 913.68 I
I
SECTION E-E
N.T.S
940
935
930
925
920
45' DRAINAGE ESMT.
AVERAGE I
915
I 5=1199%
QIao=17.0cfs o
I
dp = 0 30 It (n-0 050)
Vp=522 fps(n=0.035)
12' b.
I
910
YWSEL=
913 E8
I
905
SECTION F-F
N.T.S
I--{ _t
( /
�1 rim
940 )7 )
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IIII IIII IIII IIII IIII IIII IIII IIII
Imp 82-
VI I I 'col I I I
I��I I I �SgI I I I
-8+50 -8+00 -7+50 -7+00 -6+50 -6+00 -5+50
0 50 100 200 ! H V ITT
HZ ZOLLARS
SCALE: 1" = 100'
)70
aE 1,wu4
I
I
I
I
�6 )
o - I
LU
N GO
—Lu ~
—z m
X
Lu
—¢ Lu
W - �5) 1
I
I
-4+50 -4+00 -3+50 -3+00
EXHIBIT B
CHANNEL A-1
STA -4+00 TO -8+50
P NOTE.
u: NO SAVED OR PROPOSED TREES
-2 ARE WITHIN THE SWFMA
BOUNDARY LIMITS
HZ PROJECT NO.: R303061.54
SHEET 2 OF 2
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND
MAINTENANCE PLAN FOR 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.
FORT WO RT H Fort Worth °CS
Stormwater
Management
" EXHIBIT D"
STORMWATER SWALE AND DITCH FACILITY MAINTENANCE CHECKLIST
FREQUENT INSPECTION
Inspection Item: Date: Repairs Required: Repairs Made: Notes:
Remove: Trash and
Debris
Remove: Grass
Clippings, Leaves, Etc.
MINOR INSPECTION:
Inspection Item: Date: 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: Date: 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