HomeMy WebLinkAboutContract 58133 Date Received: 09/28/2022 Permit No.: SWFMA-22-0050
Time Received: 11:25 am City Secretary No.: 58133
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this day of Sept. 26
, 2022 by and between Quail Valley Devco VLO, LLC, acting by and through
Seth Carpenter, and its duly authorized representative, hereinafter referred to as
"Landowner", the Walsh Homeowners Association I, Inc., 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 tract of land situated in Parker
County, Texas being in the I. & G.N.R.R. Survey, Abstract No. 1996, being a portion of
Tract 1, described by deed to Quail Valley Devco VLO, LLC as recorded in Document
number 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 Planning Area 3 West — Phase C
(PA3 W-C) hereinafter called the "Plan", which is expressly made a part hereof, as
approved or to be approved by the City and the Landowner and Association provides for
management of Stormwater within the confines of the Property; and
WHEREAS, the City and the Landowner and Association, and their successors and
assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth,
Texas require that on-site Stormwater Management Facilities be constructed and
maintained on a portion of the Property; and
OFFICIAL RECORD
CITY SECRETARY
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev.03/01/2022 BN FT. WORTH, TX
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, including Association, the location and dimensions
of which is shown and more particularly described by metes and bounds in the attached
Exhibit"A" ("Facility Property"); and
WHEREAS, Landowner agrees to convey the Facility Property to the Association
and the Association agrees to accept the Property where the Stormwater Facility is
located.
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner and Association, its successors and assigns, shall adequately
construct and maintain the on-site Stormwater Management Facility
("Facility") at no expense to the City of Fort Worth in accordance with the
design specifications for the Facility, attached as Exhibit "B", and the current
standards then in force and effect in the City of Fort Worth and with the
Operations and Maintenance Plan attached to this Agreement as Exhibit "C".
The Stormwater Facility includes all pipes, channels or other conveyances built
to convey stormwater to the facility, as well as all structures, improvements,
and vegetation provided to control the quantity and quality of the stormwater.
Adequate maintenance is herein defined as good working condition so that
these facilities are performing their design functions. The Stormwater
Structural Control Maintenance Checklists, attached to this Agreement as
Exhibit "D", are to be used to establish what good working condition is
acceptable to the City.
2. The Landowner and Association, its successors and assigns, shall inspect the
Facility and submit an inspection report to the City annually. The purpose of
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev.03/01/2022 BN
the inspection is to assure safe and proper functioning of the Facility. The
inspection shall cover the entire Facilities, berms, outlet structure, pond areas,
access roads, etc. Components of the Facility, which need maintenance or
replacement to perform their design function, shall be noted in the inspection
report along with the corrective actions to be taken.
3. The Landowner and Association, its successors and assigns, hereby grant
permission to the City, its authorized agents and employees, to enter upon the
Property and to inspect the Facility Property whenever the City deems
necessary. The purpose of inspection is to follow-up on reported deficiencies
and/or to respond to citizen complaints. The City shall provide the Landowner,
its successors and assigns, copies of the inspection findings and a directive to
commence with the repairs if necessary.
4. In the event the Landowner and the Association, its successors and assigns,
fails to maintain the Facility in good working condition as specified herein, the
City, its authorized agents and employees, may enter upon the Facility Property
and take whatever steps necessary to correct deficiencies identified in the
inspection report and to charge the costs of such repairs to the Landowner, its
successors and assigns. It is expressly understood and agreed that the City
is under no obligation to routinely maintain or repair said Facility, and in
no event shall this Agreement be construed to impose any such obligation
on the City, such obligation is Landowner's.
5. The Landowner and the Association, its successors and assigns, will perform
the work necessary to keep the Facility in good working order as appropriate.
In the event the City pursuant to this Agreement, performs work of any nature,
or expends any funds in performance of said work for labor, use of equipment,
supplies, materials, and the like, the Landowner, its successors and assigns,
shall reimburse the City upon demand, within thirty (30) days of receipt thereof
for all actual costs incurred by the City hereunder. In the event that Landowner
or its successors or assigns fail to pay the City for the costs incurred under this
section, the City shall impress a lien for the costs of such work upon other lots
owned by the Landowner or the Association. Such lien shall be perfected by
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev.03/01/2022 BN
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 AND ASSOCIATION AGREES TO HOLD THE CITY
HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY
FAILS TO OPERATE PROPERLY. LANDOWNER AND
ASSOCIATION COVENANT AND AGREE AND DOES HEREBY
INDEMNIFY HOLD HARMLESS AND DEFEND THE CITY OF FORT
WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND
AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS
OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH
MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY
FUTURE OWNERS OF THE FACILITITY PROPERTY TO
MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO
THE BED AND BANKS OF THE DETENTION POND; ANY
DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1)
FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE
OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR
ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY
OF FORT WORTH CRITERIA; OR FAILURE TO PERFORM ANY
OTHER DUTIES OR OBLIGATIONS HEREUNDER.
7. Landowner and Association covenants and agrees that no habitable building
shall be erected within the drainage easement outlined on Exhibit "A" but this
paragraph shall not preclude construction of other improvements within the
drainage easement, which do not impede drainage. Landowner and
Association 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 100year frequency flood.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev.03/01/2022 BN
8. This Agreement shall be recorded among the land records of Parker County,
Texas, shall constitute a covenant running with the land, and shall be binding
on the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owners association.
9. Notwithstanding anything to the contrary contained or implied elsewhere
herein, it is expressly agreed and understood that the liabilities, indemnities and
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 TO REMAIN BLANK]
STORMWATER FACILITY MAINTENANCE AGREEMENT CJ
Rev.03/01/2022 BN
Executed this 26th day of September 12022
CITY: LANDOWNER:
Quail Valle o DLO, LLC
Dana Sur�hdoAl�
Dana Burghdoff ep 26,202211:04 CDT)
Dana Burghdoff, Seth C penter
Assistant City Manager Vic resident
City of Fort Worth /
Date:Sep 26, 2022 Date: l ��IZZ
Approved as to Form and Legality: ASSOCIATION
Walsh Homeowners Association I, Inc.
Thomas Royce Hansen, "�i t \
Assistant City Attorney II Poe -k CA-e- -,-
City Attorney's Office ��j (1,
Date: Sep 26, 2022 Date: q/)5 12 Z
ATTEST: oO� FORT as
��o° °°opal Contract Compliance Manager:
%�d B signing I aelmowled e that I am the
�7g�r�rette S Goo�fgG� ..o 0040,
y g g g
Jannette S.Goodall(Sep 28,202208:56 CDT) �v° g= person responsible
Jannette Goodall
04 �o o'* for the monitoring and administration of
City Secretary
this
City of Fort Worth a�4�nEXASoAp ensuring all tperfonnlance and reporting
requirements.
Date: Sep 28, 2022
MRttf 7%d Nt6�
Matt Tilly on beha of(Sep 26,20221103 COT)
Janie S. Morales, Planning Manager
Development Services
Date. Sep 26, 2022 OFFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY
Rev.03/01/2022 BN
FT. WORTH, TX
City:
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on September 26, 2022 by Dana
Burghdoff,Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort
Worth. Digitally signed by
BICH SON THI NGUYEN BIChSOn
_ Notary Public Bichson Nguyen
.O. STATE OF TEXAS N Nguyen
Date:2022.09.2616:35:08
Ny�OF P Notary I.D. 133 889224 Y -05'00'
My Comm.Exp.Oct. 13,202 Notary Public, State of Texas
Landowner:
STATE OF r 2kaS §
COUNTY OF DcA0,5 §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
x�S , on this day personally appearedE' 1 L ( r1
(name), V,c,?- 'Pre S 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 G uatl 'b +/c c, V L O (entity), a
LA-C- (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this I cs day
of p,(2V-mb-e y , 20 � 2-
Mary Catherine Southworth Notary P lic, State of.
My Commission Expires
W t 0/2025
Notary ID
133326426
OFFICIAL RECORD
CITY SECRETARY
STORMWATER FACILITY MAINTENANCE AGREEMENT FT.WORTH TX
Rev.03/01/2022 BN
Association:
STATE OF ���caS §
COUNTY OF T� l�a S §
This instrument was acknowledged before me on Q-"120f22,by,
I-,vV) authorized representative, acting on behalf of the
Mary Catherine SOuthworth
* My Commission Expires l
9/10/2025
Notary ID Notary P lic, State of
133326426 1,
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 8
Rev.03/01/2022 BN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT 9
Rev.03/01/2022 BN
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LINE rAs[Fplh-
LINE BEARING LENGTH F1AtGN.a3
Lf S6H°00001h 24.00' QUAIL VALLEY❑EVC❑VLC.Lf C _ v+ 1��LS�GA xphg���45
L2 S37°5637-W 21.85' DOC-#202148529 N Dpp RP N
L3 582°4454"W 52.03' O.P-R.P.C.T. _ A
(TRACT 1)
L4 N50°2943"W 21.74' o p S s Za 6s
L5 N55'1B'31"W 906, - [i H
L6 S81.281291W 5.64'
' == -_ - FOTq
L7 S34.4329'W 3496, %�Ns �D)
L G
LS S09°43'94E �P G VLp
LoDES1)v
Ls Nat za'zs"E qOGa?-s} 6.p4
C,00- - 2 Li
r POINT OF
06' w COMMENCING 6=01'44'28"
�r cp �7n y� S 6So00 sr�IRON�FOU ZOU"WrTH CM RL=f08.86'
�7 68000'00"
T=54.19,
275.00' CS=S f7.64'04" E
QUAIL VALLEYDEVC0 VLO,LLC CL—108.36°
DOC.#2D2148529
O.P.R-P,C.T-
{TRACT 1)
R=1230.00' D4 00�
L=275.59 s r
T=138.38'
CB=S 74025*08" Hr
CL=275.02'
,g
ABSN.
R.R. CO. SURVEY
a=46.06 30" TRACT NO. 1996
T=f6.f7'
CB=S 08.47'46" E
Clr29.76 ��T wALL-[
�6519
� A--R= VJAM1.Sµ Dp�p'Z¢P GT
L=48.f0'
T=24.f9'
LEGEND CB-S 06.50'56•° W
CL=47.97'
5/0'IRON ROD SET OATH CAP
IRS 0 STAMPED 'HUITT-ZOUMS' �46'06'3(1"
UNLESS NOTED OTHERWISE R=38.00'
L-30.58,
HZ ■ 5/8' IRON ROD FOUND WITH CAP T�16.17'
STAMPED'HUITT-ZOLLARS' CB=S 22'E9'39" E
UNLESS NOTED OTHERWISE CI.=29.76' CD
a
IRF ■ 5/T IRON ROD FOUND NTH CAP in v
STAMPED'DUNAWAY ASSOC.LP' LO nl
UNLESS NOTED OTHERWSE
is
30 0 30 60 CURVE TABLE
CURVE RADIUS ARC LENGTH Ci-ORD LENGTH CHORD SEARING DELTA ANGLE
GRAPHIC SCALE IN FEET
Ci 62.50' 12.33' 12.31' 1 S38°57'53"E I i1°i8'02"
PLEASE REFER TO BAR SCALE. DRAWING
MAY HAVE BEEN REDUCED OR ENLARGED. C2 665.40' 26 12' 26 72' 1 N 40°1d'3f"E I 02°97'D6"
HUITT� � EXHIBITATE MAP BASIS OF BEARING:
STORM WATER FACILITY Bearings are based on the Texas State Plane
Huitt—Zollars, inc. Dallas MAINTENANCE AGREEMENT AREAS Coordinate System,North Central Zane(4202)
5430 LBJ Freeway, Suite 1500 CHANNEL 1 North American Datum 1983(2011).
Dallas, Texas 75240-2675 WALSH RANCH,QUAIL VALLEY,PHASE 3W
Phone (214) 871—MA (214) 871-0757 PARKER COUNTY,TEXAS DATE: June 09,2022 Pg. 1 of 5
DWG J:1Sur oyM306100-Walsh Ranch102-Quail VallayLPA3W110 CAD❑8 BIM310 15 Mapping0wglEx-ExhibilslWR❑V PH-3C SWFMA-CHANNEL1.dwg LAYOUT- SWFNIA_1 SHT 1
QUAIL VALLEY DEVCO VLO,LLC r
DOC.#202148529
O.P.R.P.C.T. f
(TRACT 7)
r � � S 68°QQ'QO°' W
r
f 275.00'
Avg (UTURE
WALgH TENSION
E RECORpED)
IUN EVCO VLo•_LG
QUAIL
VO C#2
021C T28
❑•P R CT q]
JpA =12*50'16"
R2 IZ30.00'
L=275.59'
T=138.38'
L3 CB=S 74"25'08" W
CL=275.02'
N
A=11°27'52"
R=1230.00' co
L--246.11' 1. & G.N. R.R. CO. SURVEY z
T=123.47' MsTRACT NO. a996 co
CB=S 89*36'32" E zLU
CL=245.70' >~
z
QUAIL VALLEYDEVCO VLO.LLC
DOC.*202148529
0.P.R.P.C.T.
(TRACT 1)
CURVE TABLE
CURVE RADIUS ARC LENGTH CHORD LENG77-I CHORD BEARING DELTA ANGLE
C1 62.50' 12.33' 12.31, S38°57'53"E 11°7802"
LLI C2 665.00' 26.12' 25.72' N40°7431`rn 02°f70S"
J
LINE TABLE
U -
(~ LINE BEARING LENG77-I
L1 S68100'00"W 20.00'
L2 S37°5637-W 21.85' 25 0 25 50
L3 582°4454°W 52.03'
1 L4 N5012993vv 21.14' GRAPHIC SCALE IN FEET
L5 N55°1831"W 9.08' PLEASE REFER TO BAR SCALE. DRAWING
MAY HAVE BEEN REDUCED OR ENLARGED.
L6 58f°2829°14' 5.84'
L7 S34'43'29"W 34.95'
LEGEND
L8 S09'13'14'E 5.5D'
L9 N81°28'29 E 23.29' 5/8'IRON ROD SET WITH CAP
IRS a STAMPED 'HUITT-ZOLLARS'
UNLESS NOTE)OTHERWISE
HZ • 5/a'IRON ROD FOUND WITH CAP
STAMPED'HUITT-Z0LLAR5'
UNLESS NOTED OTHERWISE
IRF f 5/8' IRON ROD FOUND WITH CAP
STAMPED'DUNAWAY ASSOC.LP'
UNLESS NOTED OTHERWISE
HU EXHIBIT MAP BASIS QF BEARING:
$TORN WATER FACILITY Bearings are teased an the Texas State Plane
l¢rs, Inc. Dallas MAINTENANCE AGREEMENT AREAS Coordinate System,North Central Zone(4202)
5430 LBJ Freeway, Suite 1500 CHANNEL 1 North American Datum 1983(2011).
Dallas, Texas 75240-2675 WALSH RANCH,QUAIL VALLEY,PHASE 3W
Phone (214) 871—,MA (214) 871-0757 DATE: June 09.2022 Pg.2 of 5
PARKER COUNTY,TEXAS
DWG: J ISurvey130 396 1 6 0-Walsh Ranch=-Quail Val Ie&A3=10 CADD&BIM110.15 Mapping\DwgLEx-Exhib4sWR OV PH-3C SWFMA-CHANNE L 1.dwg LAY0JT. SWFMA_1 SHT 2
WAL X ENSIdN URE
L6 _
I I C2 IRS (UNREC0+4DEPJ T —
QUAIL
#2 0�46y LCCIRS f a� 5
O-P-R.P.C.T.
VI RS (TRACT 1)
I I I
I I I POINT OF
BEGINNING 5=2$°36'05" ❑=11"27'52"
&8" IRON Roo SET W1 R=230.00'
II I "HUITT-ZOLLARS"CAP L=114.81' R=1230"00'
II I
I I T=5B.63' L=246"11'
I iwy CB=N 69°34'34" W T=123.47
CL=113.62' CB=S 89°36'32" E
CL=245.70'
C61 I�
I I I C11)I
I I STORMIMATER FACILITY
I MAINTENANCE
AGREEMENT CHANNEL.1
I I I i I (0.214 ACRES)
I
I � I ONE TABLE Cl)
I I I LOVE BEARING LENGTH QUAIL VALLEY DEVCO VLO,LLC
L7 S68°OD00"W 20.00' °°OP-R.P.C.729 U] N
I I ua
I I � L2 837.56'37"lR1 21.85' (TRACT 1) � Z
L3 S82.4454111 52.03' LLI
J
I I C4 N5O°28'43W 21.14' 1. &U�s.N. R.R.
Ey, (Z]
F�,, I L5 N55"7831 W 9.08• �T�A C N. 1996 •7 ¢ r
I I t34 I 4 L6 S8i`28'29"W 5.84' f�V�'''�1V 1 U 1 QQ�
L7 S34'43'29'W 34.95' �+�v 30 0 30 60
E31 I L6 S09'13Y4 E 5.50'
I I 'k1 I L9 NBI-2829 as-zs GRAPHIC SCALE IN FEET
PLEASE
MAY HAVE BEEN REDUCED OR ENLARGED.
�gs9 90°0 '00'_E W ,7jL IR Ci
IRS LEGEND
I � S 90°00 00" W 181. d IRS 5 8/8'RON ROD SET WTH CAP
IRS o STAMPED'HUITr-ZWJ RS`
50'BARNETT GATHERING UNLESS NOTED O'110WISE
PIPELINE EASEMENT
I DOG#0212068611.0.P.R.TC-T
(Schedule 8 10-r110.r) STAMPED H2 ■ 5/0'IRON FOUND KITH CAP
'HUIIIT T-2OLLARS'
I I 30'SOUTH WESTERN GAS UNLESS NOTED OTHERWISE
PIPELINE EASEMENT IRF 0 5/8'IRON ROD FOUND WIN CAP
VOL 2276,PG.1848.R.P.R.P-C-T
DOC#0212068611,O.PR.TC-T UM13S NOTED
01H ASSDG LP'
I UNLESS NOTED OTHERWISE
CURVE TABLE
CURVE RADI()S ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE
CI 62.50' 12-33' 12.31' S 38°57'63-E 11°i8'02"
C2 665.00, 26,12' 26-17 N40-14'31"E 02`1706"
HIBIT
HU! :�-A 1 "- u �� E) ATER F' BASIS s SEARING:
5TCRM WATER FACILITY Bearings are based an the Texas State Plane
Huitt-ZolOrs, Inc. Dallas
MAINTENANCE AGREEMENT AREAS Coordinate System,North Central Zane(4202)
5430 L8J Freeway Suite 1500 CHANNEL 1 North American Datum 1983(2011).
Dallas, Texas 75240-2675 WALSH RANCH,QUAIL VALLEY,PHASE 3W
Phone (214) 871-�A (214) 871-0757 DATE: June 09,2022 Pg.3 of 5
PARKER COUNTY,TEXAS
DWG: TkSurvey136306100-Walsh Ranch=-Quail Valley%PA3=10 CARD&BIM110.15 Mapping0wq%EX-ExhibU\WR RV PH-3C SWFMA-CHANNEL1.dwg LAYOUT: SWFMA 1 SHT3
STORM WATER FACILITY MAINTENANCE AGREEMENT
CHANNEL 1
I& G.N. R.R. Survey, Abstract No. 1996
Parker County, Texas
BEING a 0.214 acres (9,317 square feet) tract of land situated in Parker County, Texas, being
in the I & G.N. R.R. Survey, Abstract No. 1996, being a portion of Tract 1, a called 124.6 acre
tract of land conveyed to Quail Valley DEVCO VLO, LLC as recorded in Document number
202148529, Official Public Records of Parker County, Texas (O.P.R.P.C.T.) and being more
particularly described by metes and hounds as follows:
COMMENCING at a 518 inch iron rod with plastic cap stamped "Huitt-Zollars" found at the
southwest right of way corner of Walsh Avenue. (a variable width right of way), as recorded
under Document number 201912001 (O.P.R.P.C.T.);
THENCE, over and across said Quail Valley DEVCO VLO, LLC tract the following;
South 68 degrees 00 minutes 00 seconds West, a distance of 275.00 feet to the
beginning of a curve to the right having a central angle of 12 degrees 50 minutes 16
seconds, a radius of 1,230.00 feet, subtended by a 275.02 foot chord which bears South
74 degrees 25 minutes 08 seconds West;
Along said curve to the right an arc distance of 275.59 feet to a point for corner;
South 37 degrees 56 minutes 37 seconds West, a distance of 21.85 feet to a point for
corner;
South 82 degrees 44 minutes 54 seconds West, a distance of 52.03 feet to a point for
corner;
North 50 degrees 29 minutes 43 seconds West, a distance of 21.14 feet to the beginning
❑f a non-tangent curve to the right having a central angle of 11 degrees 27 minutes 52
seconds; a radius of 1,230.00 feet, subtended by a 245.70 foot chord which bears North
89 degrees 36 minutes 32 seconds West;
Along said curve to the right an arc distance of 246.11 feet to the beginning of a
compound curve to the right having a central angle of 28 degrees 36 minutes 05
seconds, a radius of 230.00 feet, subtended by a 113.62 foot chord which bears North
69 degrees 34 minutes 34 seconds West,
Along said curve to the right an arc distance of 114.81 feet to a point for corner;
North 55 degrees 16 minutes 31 seconds West, a distance of 9.06 feet to a point for
corner;
South 81 degrees 28 minutes 29 seconds West, a distance of 5.84 feet to a 5/8 inch iron
rod set with plastic cap stamped "Huitt-Zollars" at THE POINT OF BEGINNING;
South 34 degrees 43 minutes 29 seconds West, a distance of 34.95 feet t❑ a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars";
Page 4 of 5
]:\Survey\30306100-Walsh Ranch\02-Quail VaIIey\PA3W\10 CAD &BIM\10.20 Legal ❑escriptions\PHASE 3W
STORM WATER FACILITY MAINT AGREEMENT AREAS CHANNEL 1.docx
S TORM WA TER FA CILITY MAIN TENA NCE A GREEMENT
CHANNEL 1
1 & G.N. R.R. Survey, Abstract No. 1996
Parker County, Texas
South, a distance of 317.73 feet to a 518 inch iron rod set with plastic cap stamped
"Huitt-Zollars";
North 90 degrees 00 minutes 00 seconds East, a distance of 132.78 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars" and being the beginning of a non-
tangent curve to the left having a central angle of 11 degrees 18 minutes 02 seconds, a
radius of 62.50 feet, subtended by a 12.31 foot chord which bears South 38 degrees 57
minutes 53 seconds East;
Along said curve to the left an arc distance of 12.33 feet to a 518 inch iron rod set with
plastic cap stamped "Huitt-Zollars";
South 09 degrees 13 minutes 14 seconds East, a distance of 5.50 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars";
South 90 degrees 00 minutes 00 seconds West, a distance of 161.40 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars
North, a distance of 338.06 feet to a 518 inch iron rod set with plastic cap stamped "Huitt-
Zollars" and being the beginning of a non-tangent curve to the left having a central angle
of 02 degrees 17 minutes 06 seconds, a radius of 655.00 feet, subtended by a 26.12
foot chord which bears North 40 degrees 14 minutes 31 seconds East;
Along said curve to the left an arc distance of 26.12 feet to a 518 inch iron rod set with
plastic cap stamped "Huitt-Zotlars";
North 81 degrees 28 minutes 29 seconds East, a distance of 23.29 feet to the POINT
OF BEGINNING and CONTAINING 0.214 acres (9,317 square feet) of land, more or
less.
Bearings are based on the Texas State Plane Coordinate System, 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 1.00015539999,
A plat of even survey date herewith accompanies this property description.
For Huitt-Zollars, Inc.
Mitchell S. Pillar 0c,
T
..t�
Registered Professional Land Surveyor •+-�Texas Registration No. 5491 '•�'Huitt-Zollars, Inc. NPiLLAR.TBPELS Firm Registration No. 10025600 ••�� •�❑ as, Texas 7524puite 15Q0 ��O
(214) 871-3311
piliarp.huitt-zollars.com Date: June 9, 2022
Page 5 of 5
J:\Survey\30306100-Walsh Ranch\02-Quail Valley\PA3w\10 CADD& BIM\10.20 Legal Descriptions\PHASE 3W
STORM WATER FACILITY MAINT AGREEM ENT AREAS CHANNEL I.docx
*-----------------------------------------------------------------------------
" Prepared by: Huitt-Zollars, Inc.
" Routine: Reduce Map Check File Coord File:closure.crd 6/09/22 13:13.19
* Input Scale Factor: 1.000000000 Output Scale Factor: 1.000000000
*------------------------------------ ----------------------------------------
Correct Ending Coordinates, North: 0.000 East: 0.000
Ending Coordinates, North:-0.003 East: -0.002
Error, N: -0.00 E:-0.00 Total: 0.00 Brg: N 30`11'41"E
Distance Traversed: 1052.14 Closure: 347241
No Adjustment
Bearing Distance Northing Easting Elevation Pt 1D
0.000 0.000 1
S 34043'29"W 34.95 -28.725 -19.909 2
S 00000'00"E 317.73 -346.455 -19.909 3
N 30"00'00"E 132.79 -346,455 112.871 4
CURVE DEF:Arc CURVE DIR: CCW
RAD:62.50 LEN: 12.33 TAN: 6.18 CEN.ANG: 11°18'02"
CHORD: 12.31 MO:0.30 EXT:0.31 DEGREE:91'40'24"
SEG: 2 TRI: 383 SEC: 385
N 56*41'08"E 62.50 -312.128 165.101 5 PC-ARP
S 45°23'06"W 62.50 -356.024 120.610 6 RP-APT
S 38057'53"E 12.31 -356.024 120.610 6 PC-APT
5 09°13'14"E 5.50 -361.453 121.492 7
N 90`00'00"W 161.40 -361.453 -39.908 8
N 00000'00"E 338.06 _23.393 -39.908 9
CURVE DEF:Arc CURVE DIR: CCW
RAD:655.00 LEN:26.12 TAN: 13.06 CEN.ANG: 2'17'06"
CHORD:26.12 MO:0.13 EXT:0.13 DEGREE:8'44'51"
SEG: 2 TRI: 8553 SEC:8555
N 48036'56"W 655.00 409.632 -531.349 10 PC-ARP
S 50°54'02"E 655.00 -3.455 -23.034 11 RP-APT
N 40'14'31"E 26.12 -3.455 -23.034 11 PC-APT
N 81'28'29"E 23.29 -0.003 -0.002 12
Approx:Sq. Feet: 9317 Acres:0.2139
:n
w� A4Q�4rt-�ALLE�i
�. & G.N. R.R. CO. SURti/EY,
A13SrRACr No. 'ALs 00C.
p p°T
u ��9fi
QUAIL VALLEY DEVCO VLO,LLC
DOC.#202748529 6 f1'f2'28"
❑.P.R.P.C.T 1;r 597.00'
{TRACT 1) L---105.04'
T=52.89'
30 0 30 60 CB=S 48'42'04" E
CL--M4.88'
GRAPHIC SCALE IN FEET POINT OF
PLEASE AVE $EN R E AR SCALE. R REDUCED ENLARGED.OR LARED MAY . BEGINNING
IRS�-t�j
IRS
/ / �1f•fs'sx•
R=458.00'
�03'04'51" �90.05,
lir4.24.00' T=45.17'
C�, L-22.80' CB=S 49-48'21" W
p TFti P T=11.40' CL—89.90
CB--N SG*84'29" e
STORMWATER FACILITY ��0 N 0 IN C�22.80'
MAINTENANCE AGREEMENT , a ►Cb
CIHANNEL 2 ,�� N A=.24"19'01" f
3570 SQ. FT. IRS � /� R=37�2.00' �p0 �r
{0.0619 ACRES} IRS
/ L---157.88' HZ
/IRS T�=8O.1S
�o�
AD��, `�f� CB-N 50°16',25" W ��G���Qc.
CI-156.70'
5q/��.000' POINT OF
01 e,bA • COMMENCING
*40 AO �� 518" IRON ROD FOUND
IRIS� �
�/ WI"N llllT-ZOLLARS"CAP O �
S (� a�
zv
IRS
QUAIL VALLEY DEVCO VL0.LLC -A q.{
DOC.#202148529
O.P.R.P.C.T
(TRACT 1)
LEGEND
5/8' IRON ROD SET WITH CAP
IRS O STAMPED 'HUITT-ZOLLARS'
UNLESS NOTED OTHERWIM
H2 • 5/8' IRON ROT}FoND WITH CAP
STAMPED 'HUITT-ZOLLARS'
UNLESS NOTED OTHERWISE
IRF 0 5/8• IRON ROD FOUND WITH CAP
STAMPED 'DUNAWAY ASSOC. LP'
UNLESS NOTED OTHERWISE
LINE TABLE
LINE BEARING LENGTH
LI N78'5056"N 2i.28'
L2 N37.1946"W 15.00'
L3 S63.56'21"E 15.00,
EXHIBIT MAP 8A515 BEARING,:
1 U STORM WATER FACILITY Bearingss are based on the Texas State Plane
Huitt—Zol€ars, Inc. Dallas MAINTENANCE AGREEMENT AREAS Coordinate System,North Central Zone(4202)
5430 LBJ Freeway, Suite 1500 CHANNEL 2 North American Datum 1983(2011),
Dallas, Texas 75240-2675 WALSH RANCH,QUAIL VALLEY,PHASE 3W
Phone (214) 871-25MA (214) B71-0757 DATE: June 09,2022 Pg. 1 of 3
PARKER COUNTY,TEXAS
DV�'G. 3:\Surveyl303051OD-Walsh Ranch102-0uail Val ILy%PA3M10 CAD &81 Mapping)Owg1EX-ExhibitrAVVR QV PH-3C SWFMA-C HANN E L2 dwg LAYOUT: SWFMA_2
STORM WATER FACILITY MAINTENANCE AGREEMENT
CHANNEL 2
I & G.N. R.R. Survey, Abstract No. 1996
Parker County, Texas
BEING a 0.0819 acres (3,570 square feet)tract of land situated in Parker County, Texas, being
in the I & G.N. R.R. Survey, Abstract No. 1996, being a portion of Tract 1, a called 124.6 acre
tract of land conveyed to Quail Valley DEVC❑ VLO, LLC as recorded in Document number
202148529, 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 5/8 inch iron rod with plastic cap stamped "Huitt-Zollars" found at the most
westerly corner of Sandlin Drive (a 52 foot width right of way), as shown on the final plat of
Walsh Ranch-Quail Valley as recorded under Document number 202006529 (O_P.R.P.C.T.) and
being the beginning of a non-tangent curve to the left having a central angle of 24 degrees 19
minutes 01 seconds, a radius of 372.00 feet, subtended by a 156.70 foot chord which bears
North 50 degrees 16 minutes 25 seconds West;
THENCE, departing the westerly right of way line of said Sandlin Drive over and across said
Quail Valley DEVCO VLO, LLC the following;
Along said curve to the left an arc distance of 157.88 feet to a 518 inch iron rod set with
plastic cap stamped "Huitt-Zollars" at the POINT OF BEGINNING;
South 26 degrees 01 minutes 39 seconds West, a distance of 118.72 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars";
South 52 degrees 40 minutes 54 seconds West, a distance of 122.82 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars";
North 37 degrees 19 minutes 06 seconds West, a distance of 15.00 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars",
North 52 degrees 40 minutes 54 seconds East, a distance of 119.27 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars";
North 26 degrees 01 rninutes 39 seconds East, a distance of 115.16 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars",
South 63 degrees 58 minutes 21 seconds East, a distance of 15.00 feet to the POINT
OF BEGINNING and CONTAINING 0.819 acres (3.570 square feet) of land, more or
less.
Page 2 of 3
J.\Survey\30306100-Walsh Ranch\02-Quail Va11ey\PA3W\10 CADD& HIN1\10.20 Legal Descriptions/PHASE 3W
STORM WATER FACILITY MAiNT AGREEMENT AREAS CHANNEL 2.docx
STORM WATER FACILITY MAINTENANCE AGREEMENT
CHANNEL 2
! & G.N. R.R. Survey, Abstract No. 1996
Parker County, Texas
Bearings are based on the Texas State Plane Coordinate System, 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 1.00015539999.
A plat of even survey date herewith accompanies this property description.
For Huitt-Zollars, Inc.
Mitchell S. Pillar
Registered Professional Land Surveyor
Texas Registration No. 5491
Huitt-Zollars, Inc.
TBPELS Firm Registration No. 10025600 �E•� ' T�
5430 LBJ Freeway, Suite 1500 ,`P•ti�+sr��; .+�
Dallas, Texas 75240 j,(MITCHELL sAGUN PILLAR,
(214) 871-3311 .............
. a...649i........
pillar@huitt-zollars.com yy a��ssI '.. .,
Date: June 9, 2022 ��D SURvE
Page 3 of 3
1:\Survey\30306100-Wa€sh Ranch\02-Quail Valley\PA3W`t10 CADD& BIM'110.20 Legal Descriptians\PHASE 3W
STORM WATER FACILITY MAINTAGREEM ENT AREAS CHANNEL 2.docx
*------------------------------------------------------------------------------
* Prepared by: Huitt-Zoilars, Inc.
* Routine: Reduce Map Check File Coord File: CLQSURE.crd 6/09/22 13:45:19
* Input Scale Factor: 1.000000000 Output Scale Factor: 1.000000000
*--..--------------------------------- -------------- ---------
Correct Ending Coordinates, North: 0.000 East: 0.000
Ending Coordinates, North: -0.004 East: -0.000
Error, N: -0.00 E: -0.00 Total: 0.00 Erg: N 03'53'30"E
Distance Traversed: 505.97 Closure: 127349
No Adjustment
Bearing Distance Northing Easting Elevation Pt I❑
0.000 0.000 13
S 26'01'39"W 118.72 -106.680 -52.095 14
S 52°40'54"W 122.82 -181,139 -149.771 15
N 37'19'06"W 15.00 -169,209 -158.865 16
N 52'40'54"E 119.27 -96.903 -64.012 17
N 26'01'39"E 115.16 6.578 -13.479 18
5 63'58'21"E 15.00 -0.004 -0.000 19
Approx.Sq. Feet: 3570 Acres: 0.0819
my„�•cH_OIJAI�
QUAIL VALLEY DEVCp VLp,LLC yyALSNVALLEY
DOC.#202148529 DOC R 232006528
O-P-R.P-C.T. O-p-R.P.G.T
50 0 50 100 (TRACT i)
GRAPHIC SCALE IN FEET
LL PLEASE REFER TO BAR SCALE. URAYANG
MAY HAVE BEEN REDUCED OR ENLARGED.
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE /
C1 526.00, 10.71' 10-71' 5 69'3437"W 01'10'07"
C2 63-00' 1797' 17.94' 564'14'59"E 12.24Z0"
/
/ 9{
STORMWATER FACILITY 50'BARNETTE GATHERING /
MAINTENANCE AGREEMENT PIPELINE EASEMENT $
CHANNEL 3 DOC*D212066611 ./ ��1] QQ
(0-103 A CRES) O.PR.T C-T •
-� HZ
IRS � . �
I RS 47.1 IRS /
G1 � 6
/ A. FINAL RAND-p[JAIL 1-1
auax vwci�zs°.u.c / yJALS VA y
rnixaei ry. f- p QpC.#202006529
. C7
DETAIL "A" gY�S POINT OF °i
/ S COMMENCING i2Pas•
50" IRON ROD FOUNO
IRS W1"HUITT-ZOLLARS"CAP tQ
t coo 0.
/- de IRS G
top. Qs
POINT OF `4
BEGINNING :14
� Ifts� ❑
c
IRS STORMWATER FACILITY
/ MAINTENANCE AGREEMENT
/ C7 CHANNEL 3 QUAIL VALLEY DEVCO VLO,LLC ON
(0.103 ACRES} DOC.#202148529 qQ�
O.P.R.P.C.T. a
IRS 1 IRS (TRACT i)
SEE DETAIL "A" I. & G.H.R.R. CO- SURVEY,URVEY, sorrrx
LEGEND ABSTRACT NO. 1996
0.
5/8 INN ROD SET 1MTH CAP 4
IRS a STAMPED-NTT-ZOLLAW ,qd
UNLESS NOTED OTHEI MSE LINE TABLE qq p
HZ • 5/S")RON ROD FOUND WITH CAP U NE BEARING LENGTH #A $DO
STAMPED'HUITT-IOLLARS'
UNLESS NOTED OMERWISE L1 53110OV61E 50-00,
IRF ■ 5/B'IRON ROD FOUND WITH CAP L2 S5815955 W 181.21'
STAMPED'DUNAWAY ASSDC. LP` L3 300'57'31'W 72.69'
UNLESS NOTED OTHERWISE
L4 S10`4454'1N 4110'
L5 N46'2442W 5.35'
L6 N70°4454"E 42.28'
L7 N00'47'57"E 78-46'
L8 N58'59'55"E 179.70'
EJ( MAP BASIS OF BEARING:
HUSTORM WATER FACILITY Bearings are based On the Texas State Plane
ll atlas MAINTENANCE AGREEMENT AREAS Coordinate System,North Central Zone(4202)
Huitt—Za ars, Inc.
543D LBJ Freeway, Suite 1500 CHANNEL 3 North American Datum 1983{2011 j.
Dallas, Texas 75240-2675 WALSH RANCH,QUAIL VALLEY,P�IASE 3W
Phone (214) 871-3�3MA (214) 871-0757 DATE: June09.2022 Pg. 1 of
PARKER COUNTY,TEXAS
DWG: JASurvey130306100-Walsh Ranch102-Quail1lalley%PA3MI0 CARD&3IM110.IS MappinglOwg%Ex-Exhlbils%WR QV PH-3C SWFMA-CHAHNEL3.dwg LAYOUT- SWFMA 3
STORM WATER FACILITY MAINTENANCE AGREEMENT
CHANNEL 3
I & G.N. R.R. Survey, Abstract No. 1996
Parker County, Texas
BEING a 0.103 acres (4,486 square feet) tract of land situated in Parker County, Texas, being
in the I & G.N. R.R. Survey, Abstract No. 1996, being a portion of Tract 1, a called 124.6 acre
tract of land conveyed to Quail Valley ❑EVCO VLO, LLC as recorded in ❑ocument number
202148529, 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 with plastic cap stamped "Huitt-Zollars" found at the most
westerly corner of Lot 12 POSE, as shown on the final plat of Walsh Ranch-Quail Valley as
recorded under Document number 202006529 (O.P.R.P.C.T.) and being on the southerly line of
a 50' Barnette Gathering Pipeline Easement as recorded in Document number D212068611 of
the Official Public Records Tarrant County Texas (0.P.R.T.C.T.);
THENCE, departing the most westerly corner of said Lot 12 POS*, over and across said Quail
Valley DEVCO VLO, LLC tract the following;
South 58 degrees 59 minutes 55 seconds West a distance of 324.67 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars" at the POINT OF BEGINNING;
South 58 degrees 59 minutes 55 seconds West; a distance ❑f 181.21 feet to a 5/8 inch
iron rod set with plastic cap stamped "Huitt-Zollars";
South 00 degrees 57 minutes 31 seconds West a distance of 72.69 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars";
South 10 degrees 44 minutes 54 seconds West a distance of 43.10 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars" and being the beginning of a non-
tangent curve to the left having a central angle of 01 degrees 10 minutes 01 seconds, a
radius of 526.00 feet, and subtended by a 10.71 foot chord which bears South 89
degrees 34 minutes 37 seconds West;
Along said curve to the left an arc distance of 10.71 feet to a 518 inch iron rod set with
plastic cap stamped "Huitt-Zollars";
North 46 degrees 24 minutes 42 seconds West; a distance of 5.35 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars";
North 10 degrees 44 minutes 54 seconds East; a distance of 42.28 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars°;
North 00 degrees 47 minutes 57 seconds East; a distance of 78.46 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars";
THENCE North 58 degrees 59 minutes 55 seconds East; a distance of 179.70 feet to a
518 inch iron rod set with plastic cap stamped "Huitt-Zollars" and being the beginning of a
non-tangent curve t❑ the left having a central angle of 12 degrees 24 minutes 20
seconds, a radius of 83.00 feet, and subtended by a 17.94 foot chord which bears South
64 degrees 14 minutes 59 seconds East;
Along said curve to the left an arc distance of 17.97 feet to the POINT OF BEGINNING
Page 2 of 3
J:\Survey\30306100-Walsh Ranch\02-Quail VaIIey\PA3W\10 CAD & BIM\10.20 Legal ❑escriptians\PHASE 3W
STORM WATER FACILITY MAINT AGREEMENT AREAS CHANNEL 3.docx
STORM WATER FACILITY MAINTENANCE AGREEMENT
CHANNEL 3
1 & G.N. R.R. Survey. Abstract No. 1996
Parker County, Texas
and CONTAINING 0.103 acres (4,486 square feet) of land, more or less.
Bearings are based on the Texas State Plane Coordinate System, 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 1.00015539999.
A plat of even survey date herewith accompanies this property description.
For Huitt-Zollars, Inc. ---
Mitchell S. Pillar
Registered Professional Land Surveyor
Texas Registration No. 5491 �Q.�eisrF •;F9
Huitt-Zollars, Inc.
TBPELS Firm Registration No. 10025600 MITCHELL SAGuN PILLAR.
5430 LBJ Freeway, Suite 1500 ..'',op 5491......-
Dallas, Texas 75240 �r�;b ressio
(214) 871-3311 5UR°I
pillar@huitt-zollars.com
Date: June 9, 2022
Page 3 of 3
J:\Survey\30306100-Walsh Ranch`,02-Quail Valley\PA3W\10 CARD&BIM\10.20 Legal Descriptions\PHASE 3W
STORM WATER FACILITY MAINT AGREEMENT AREAS CHANNEL 3.docx
*--------- --------------- -----------------------------------
# Prepared by: Huitt-Zollars, Inc.
* Routine: Reduce Map Check File Coord File. CLOSURE.crd 6/09/22 14:07:32
* Input Scale Factor: 1,000000000 Output Scale Factor: 1,000000000
*----------------- ---------------------------------------------------
Correct Ending Coordinates, North:0.000 East: 0.000
Ending Coordinates, North: 0.007 East: -0.002
Error, N: 0.01 E: -0.00 Total:0.01 Brg: S 15°59'38"E
Distance Traversed: 631.44 Closure: 93067
No Adjustment
Bearing Distance Northing Easting Elevation Pt ID
0.000 0.0DO 20
S 58059'55"W 181.21 -93.334 -155.325 21
S.00'57'31"W 72.69 -166.014 -156.541 22
S 10*44'54"W 43.10 -208.357 -164,579 23
CURVE DEF: Arc CURVE DIR: CCW
RAD: 526.00 LEN: 10.71 TAN: 5.36 CEN.ANG: 1'10'01"
CHORD: 10.71 MO.0.03 EXT: 0.03 DEGREE: 10'53'34"
SEG: 0 TR1: 2817 SEC: 2818
S 00°09'37"W 526.00 -734.355 -166.052 24 PC-ARP
N 01°00'24"W 526.00 -208.437 -175.292 25 RP->PT
S 89°34'37"W 10.71 -208.437 -175.292 25 PC-APT
N 46°24'42"W 5.35 -204.748 -179.167 26
N 10*44'54"E 42.28 -163.210 -171.282 27
N 00'47'57"E 78.46 -84.757 -170,187 28
N 58'59'55"E 179.70 7.799 -16.157 29
CURVE ❑EF: Arc CURVE ❑IR:CCW
RAD: 83.00 LEN: 17.97 TAN: 9.02 CEN.ANG: 12'24'20"
CHORD: 17.94 MD: 0.49 EXT:0.49 DEGREE: 69'01'52"
SEG: 6 TRE: 740 SEC:746
N 31°57'11"E 83.00 78.223 27.769 30 PC-ARP
S 19032'51"W 8100 0.007 -0.002 31 RP-APT
5 64°14'59"E 17.94 0.007 -0.002 31 PC-APT
Approx: Sq. Feet: 4488 Acres:0.1030
50 0 50 100 WALSH�A��,j.QUAIL
C 2p2006529
GRAPHIC SCALE IN FEET pDO.P
PLEASE REFER TO BAR SCALE. DRAWING
MAY HAVE BEEN REDUCED OR ENLARGED.
CURVE RADRIS ARC LENGTH CHORO LENGTH CHORD BEARING DELTA ANGLE
Cr 528.00• 10.71, 10.71' S 69'3437'W 01110W
C2 83.00, f7.97' 17.94' S64'1459"E 12'24'20" /
C3 526-W 168.17' 165.48' S 70'59 30'W 18'06170"
C4 543.50' 204.44' 1 203.23' 1 N 71°08'47E 2f"33176" /
QUAIL VALLEY DEVCO VLQ,LLC I
DOC.#202148529 I. $ G.H. R.R. CC. SURVL
�.
O.P.R.P.C.T. / 5
(TRACT 7) ABSTR►4Cr '
No. 19% f �$y9 "
cv / 5 '1,�•1
= 50'BARNETTE GA THERING / H
W .- PIPELINE EASEMENT
W 2 DOC#D212068611
-a
0.PR.T.C.T.
LLJx / FINAL PLA�UAIL
/ WAW1 RANCH
VALLEY
DQ0#t.p.C.T.
C.P.R.
POINT OF D3
Ag`r✓ COMMENCING 12POS
518" IRON ROD FOUND
W1"HUITT-ZOLLARS"CAp Lp�
STRRMWATERFACILITY / Ile IP 0-
MAIINTENANCEAGREEMENT / D- d
CHANNEL 3 a'+, _
(0.103 ACRES) 0,- ,0�
/ LINE TABLE ,� C
1� Ile
LINE BEARING LENGTH
I o
L1 S31-00175"E 50.00' rD,
y L2 558'59'S5'W 18f.21'
0 SUD'67'31"LN 72.69'
�d
1 L4 S10°4454"W 43.i0' j
_
/ QUAIL VALLEY DEVCO VLO.LLC L5 N46°24'42'1N 5.35' a O-d01
/ ! �►�+ ❑CC.#202148529 L6 N10.4454E 42.28'
C=woo fl.P.R.P.C.r. L7 AI00°4757 E 78.46'
Woo (TRACT 1)
-_r r 1SJ n Cl L8 N58.5955E 179.70, .�'o�J?'ji
Cr} L L9 S3f'0005-F 45.56' 55.00
a7 Lf0 S39'50'14"E 22.71' �r
L11 N75'2355•W 22.00'
LEGEND
5/6'IRON ROD SET WITH CAP
IRS a STAMPED'HUnTT—zNWLL R5'
UNLESS NOTED 01HERINSE :3z
HZ • 5/8'IRON ROD FOND PATH CAP a
STAMPED'HUITT—ZOLLARS" �
UHLE'SS NOTED OTHERWISE
IRF • 5/9'IRON ROD FOUND WITH CAP
STAMPED*DUNAWAY AS=LP'
UNLESS NOTED OTHERWISE
EXHIBIT MAP BASIS OF BEARING:
STORM WATER FACILITY Bearings are based on the Texas State Plane
HU[fl:�DLARS
c. Dallas MAINTENANCE AGREEMENT AREAS Coordinate System,North Central Zone(4202)
Huitt—Zol
5430 LBJ Freeway, Suite 1500 CHANNEL A North American Datum 1883(2011).
Dallas, Texas 75240-2675 WALSH RANCH,QUAIL VALLEY,PHASE 3W
Phone (214) 071-3 MA (214) 571-0757 PARKER COUNTY,TEXAS DATE. June 09,2022 Pg. 1 of 4
DWG: J:15urvey1303061D0-W91sh Ranchl02-Quai1 ValI8y1PA3VN10 CARD&SIM110.i5 Mapping\DwgLEX-Exhi6itMWR QV PH-3C SWFMA-CHANNEL4.dwg LAYOUT: SWFMA_4 SHT I
CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE LINE TABLE
C1 526.00, 10.71' f0.71' S 89'3437"W 01,10,01, LINE BEARING LENGTH
C2 83.00' 17.97' f794' S64`14'59'E 12'24'20" L1 53i`OOY15E 50.0Q'
C3 526.00' 166.17' 165 48' S 70'5830'W 18'06470" L2 558°59'55'W 181.2f'
C4 543.50' 204.44' 203.23' N71`06'47"E 21"33'06"
L3 S00°57'31"W 72.69'
L4 S10'4454"W 4310'
L5 N46'2442W 5.35'
L6 IVIO'4454"E 42.28'
L7 N00'47'57E 78.46'
QUAIL VALLEY DEVCO VLO,LLC L8 N58'59'55 E 179.70'
50 0 50 100 DOC.#202148529 L9 S31'00V6 E 45.56'
O.P.R.P.C.T.
(TRACT 1) 00 S39'50'14°E 22.71'
GRAPHIC SCALE IN FEET
N 01 N75`2355 W 22.00'
PLEASE REFER TO BAR SCALE. DRANING
MAY HAVE BEEN REDUCED OR ENLARGED.
Z 50'BARNETT,=GATHERING
.- PIPELINE EASEMENT
ti DOC#D212068611
QUAIL VALLEY DEVCO VLO,LLC � � O_PR.T.C.T. �
DOC.#202148529
O.P.R.P.C.T. U I
(TRACT 7)
5
5 5�5�A 9�
I. G.
�. R.R.RR OO. URVEy.S STORMWATERFACILITY
ABSr MAINTENANCE AGREEMENT
RACT NO. 1996 CHANNEL E53 /•
POINT OF r
BEGINNING 14I
STORMWA TER FACILITY / �y QUAIL VALLEY DEVCO VLO,LLC
MAINTENANCE AGREEMENT �I
./ IRS I� DOC.#242148529
CHANNEL 4
(0.17639 ACRES) . .w��mop I� a TRACT 1)
DO
FRS IRS
LEGEND
51T IRON ROD SET WITH CAP
IRS Q STAMPED'HUITT-ZM ARS'
URM NOTED OTHERWISE
HZ 0 $IT IRON ROD FOUND WITH CO
STAWM'HUITT-ZOLLARV
UNLESS NOTED OT}4"SE
IRF 0 5/0'IRON ROD FOUND MI1H CAP
STAMPED*WNAWAY ASSOC.LP'
UNLESS NOTED OTHEI MTSE
HU ��� EXHIBIT
WATE F BASIS s BEARING:
STORM WATER FACILITY Bearings are based on the Texas state Plane
Hultt—Zol ors, Inc. Dallas MAINTENANCE AGREEMENT AREAS Coordinate System,North Central Zone(4202)
5430 LBJ Freeway, Suite 1500 North American Datum 1983(2011).
Dallas, Texas 7'5240-2675 GHANNEL4
Phone (214) B71-3M (214) 871-0757 WALSH RANCH,QUAIL VALLEY,PHASE 3W DATE: June 09,2022 Pg.2 of 4
PARKER COUNTY,TEXAS
DWG- JASurveyI30306100-Walsh RancM02-0uail Va11e0PA3Wl10 CADD&BIMI10.15 Mapgin9%Dwg1EX-ExhibitslWR QV PH-3C SINFMA-CHANNEL4.dwg LAYOUT SWFMA_4SHT 2
STORM WATER FACILITY MAINTENANCE AGREEMENT
CHANNEL 4
1& G.N. R R. Survey, Abstract No. 1996
Parker County, Texas
BEING a 0.0639 acres (2,783 square feet) tract of land situated in Parker County, Texas, being
in the I & G.N. R.R. Survey, Abstract No. 1996, being a portion of Tract 1, a called 124.6 acre
tract of land conveyed to Quail Valley ❑EVCO VLO, LLC as recorded in Document number
202148529, Official Public Records of Parker County, Texas (0.RR.P.C.T.) and being more
particularly described by metes and bounds as follows:
COMMENCING at a 518 inch iron rod with plastic cap stamped "Huitt-Zollars"found at the most
westerly corner of Lot 12 POS*, as shown on the final plat of Walsh Ranch-Quail Valley as
recorded under Document number 202006529 (O.P.R.P.C.T.) and being on the southerly line of
a 50' Barnette Gathering Pipeline Easement as recorded in Document number D212068611 of
the Official Public Records Tarrant County Texas (O.P.R.T.C.T.);
THENCE, departing the most westerly corner of said Lot 12 POS*, over and across said Quail
Valley DEVCO VLO, LLC tract the following;
South 58 degrees 59 minutes 55 seconds West; a distance of 634.92 feet to a point for
corner;
South 31 degrees 00 minutes 05 seconds East a distance of 45.56 feet to a 5/8 inch iron
rod set with plastic cap stamped "Huitt-Zollars" at the POINT OF BEGINNING;
South 39 degrees 50 minutes 14 seconds West; a distance of 22.71 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars" and being the beginning of a non-
tangent curve to the left having a central angle of 18 degrees 06 Minutes 00 seconds, a
radius of 526.00 feet, and subtended by a 165.48 foot chord which bears South 70
degrees 59 minutes 30 seconds West;
Along said curve to the left an arc distance of 166.17 feet to a 518 inch iron rod set with
plastic cap stamped "Huitt-Zollars
North 75 degrees 23 minutes 55 seconds West a distance of 22.00 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars" and being the beginning of a non-tangent
curve to the right having a central angle of 21 degrees 33 minutes 06 seconds, a radius
of 543.50 feet, and subtended by a 203.23 foot chord which bears North 71 degrees 06
minutes 47 seconds East;
Along said curve to the right an arc distance of 204.44 feet to the POINT OF
BEGINNING and CONTAINING 0.0639 acres (2,783 square feet) of land, more or less.
Page 3 of 4
J:\Survey\30306100-Walsh Ranch\02-quail Valley\PA3W\10 CARD& BIM\10.20 Legal ❑escriptions\PHASE 3W
STORM WATER FACILITY MAINT AGREEMENT AREAS CHANNEL 4.docx
STORM WATER FACILITY MAINTENANCE AGREEMENT
CHANNEL 4
I & G.N. R.R. Survey, Abstract No. 1996
Parker County, Texas
Bearings are based on the Texas State Plane Coordinate System, 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 1,00015539999,
A plat of even survey date herewith accompanies this property description.
For Huitt-Zollars, Inc.
Mitchell S. Pillar
Registered Professional Land Surveyor
Texas Registration No. 5491 OF
Huitt-Zollars, Inc. -�TBPELS Firm Registration No. 1002560❑ Q'•9cs5430 LBJ Freeway, Suite 1500 PILLAR.Dallas, Texas 7524 y(214) 871-3311 •�.'{��¢pillar;a7huitt-zollars.com
Date: June 9, 2022
Page 4 of 4
1:�Survey/30306100-Walsh Ranch\02-Quail Valley/PA3W\10 CADD& BiM\10.20 Legal Descriptions\PHASE 3W
STORM WATER FACILITY MAINT AGREEMENT AREAS CHANNEL 4.docx
*------------------------------------ ------------- -----------
* Prepared by: Huitt-Zollars, Inc.
* Routine: Reduce Map Check Fife Coord File: CLOSURE.crd 6/09/22 14:36:57
* Input Scale Factor: 1.000000000 Output Scale Factor: 1.000000000
Correct Ending Coordinates, North: 0.000 East: 0.000
Ending Coordinates, North: -0.002 East: 0.001
Error, N: -0.00 E:0.00 Total: 0.00 Brg: N 20`28'36"W
Distance Traversed: 413.42 Closure: 229850
No Adjustment
Bearing Distance Northing Easting Elevation Pt ID
Error inserting block: CG33 0.000 0.000 32
S 39°50'14"W 22.71 -17.438 -14.548 33
CURVE DEF: Arc CURVE DIR: CCW
RAD: 526.00 LEN: 166.17 TAN: 83.78 CEN.ANG: 18`06'00"
CHORD: 165.48 MO: 6.55 EXT: 6.63 DEGREE: 10'53'34"
SEG. 723 TR1: 42978 SEC: 43702
509'57'30"E 526.00 -535.513 76.414 34PC-ARP
N 28'03'30"W 526.00 -71.335 -171.001 35 RP-APT
S 70*59'30"W 165.48 -71.335 -171.001 35 PC-APT
N 75'23'55"W 22.00 -65.789 -192.290 36
CURVE DEF:Arc CURVE OIR: CW
RAD:543.50 LEN: 204.44 TAN: 103.44 CEN. ANG: 21'33'06"
CHORD: 203.23 MO: 9.58 EXT: 9.76 DEGREE: 10'32'31"
SEG: 1301 TR1: 54255 SEC. 55556
S 29°39'46"E 543.50 -538.065 76.685 37 PC-ARP
N 08°06'40"W 543.50 -0.002 0.001 38 RP-APT
N 71a06'47"E 203.23 -0.002 0.001 38 PC-APT
Approx: Sq. Feet: 2783 Acres:0.0639
VyALSH4RANC"uAIL
VALLEY g
Do
c-4 20200652
O.P.R-P T.
/
QUAIL VALLEY DEVCQ VLQ.LLC 50'BARNETTE GATHEi1NG
PIPEUNE EASEMENT
❑OC.#202148529 ❑OCND21208611
Q.P.p.P-C-r- I.pR.t c.T.
C4 (rf?ACT 1) 1
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66 POINT OF °' s P
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N 12 PIS'
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STORMWA TER FACILITY
MAINTENANCE AGREEMENT
CHANNEL
(0.103 ACRES)
f/ f
o
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/ r O
G.N. �
R.R. CO.SURVEY
/• I I ABSTRACT NO. 1996
00.
QUAIL VALLEY DEVCO VLO.LLC
DOC.#202148529 Sr7UTH
r Q.P,R.P.C.T
(TRACT 1) 55.00
r4
o0
o°
50 0 50 100
LEGEND
GRAPHIC SCALE IN FEET
PLEASE REFER TO OAR SCALE. DRAWING 5�STAMPED ON ROD SET WITH�
MAY HAVE BEEN REDUCED OR ENLARGED. IRS Q UNLESS
NOTED
OTHERWISE
UNLESS ND1FD DTHERWI� �
HZ 0 5/g•IRON Rah FOUND WITH CAP
STAMPER Nuirr-2aL€.AW vs
UNLESS NOTED OTHERWISE
IRF 0 5/B'IRON ROD MND MATH CAP
STAMPED*DUNAWAY ASSOC. LP'
UNLESS NOTM 01HEIZW E
� i=J(IAT MAP BASIS s BEARING:
STORM WATER FACILITY Bearings are based on the Texas State Plane
Huitt--ZalHUq-
I,,, . I]allas MAINTENANCE AGREEMENT AREAS Coordinate System,North Central Zone(4202)
5430 LBJ Freeway, Suite 1500 CHANNEL 5 North American Datum 1983[2011].
Dallas, Texas 75240-2675 WALSH RANCH,QUAIL VALLEY,PHASE 3W
Phone (214) 871-3316A (214) 871-0757 DATE: June 10,2022 Pg. 1 pf 4
PARKER COUNTY,TEXAS
DWG- JASuivey130306100-Walsh Ranch102-Quail ValleyNPA3010 CARD&BIM110.15 MappinglOwgl£x-ExhibitslM QV PH-3C SWFMA-CHANNEL5.dwg LAYOUT: SWFMA 5 SHT 1
LINE TABLE LINE TABLE
& G.N. R.R. CO. LINE BEARING LENGTH LINE BEARING LENGTH
ABSTRACT
SURVEY L r S3 1 10 0 1751E 12.22' L 11 N89'73'57`E 51.30,
ABSTR
I ACT NO. 1998 L2 S10°3857 W 11.49' L12 $32°3626"E 23.54'
I 11 1
L3 S52"9646"W 11.73' L13 S89°73'57"W 54.38' QUAIL VALLEY DEVCO VLO,LLC
II I L4 N80°54Y701N 15 DOC-#2021465290.42' L14 539°11'77'W 78.83' CPR.P.C.T
L5 I N12'16'30"W 100.59' 115 S20°26'12"E 71.16' C4 (TRACT 1)
L1 L6 N01'41'00'W 70.33' L16 S02'48'19-E 56,77' Z
II I L7 N00°45179NY 69.80' L17 S00145170"E 70.00' CO �..
i II I OIss�L17�Rs z
i� �y� L8 NO2.48'19"W 53.39' L 78 SO}°41570 E' 68.32'
I I / ,rIRsL13 IRS L9 N20`26'12"W 79.52' L19 S12'16'30"E 85.08' z 60
L 10 N391}11 7"E 99.62' L20 S80'54'00'E 145.14' �
IRS ` /1rN
I�IRS
QUAIL VALLEY DEVCO VLO,LLC
I I � DOC-#202148529
II IR1 LiRS O.P.R.P.C.T STORMWA TER FACILITY
(TRACT 1) MAINTENANCE AGREEMENT /
(� CHANNEL 3
STORMWATER FACILITY (n.103ACREs)/ .
!ViRSS MAINTEN 5CE AGREEMENTCHANNE
1 �� (0.3005 ACRES) •
II y %'BARNETTEGATHERING /
PIPELINE EASEMENT /
1 1` DOC#D212066611
O.PR.TC.T. I
STORMWAT€RFACILITY / +
II l MAINTENANCE AGREEMENT /
IRtS 1lIRS CHANNEL 4 J j
1� (0.0639 ACRES)I" Ql1A!
I II I - �
1 I1 11 1� S 58*59,5s- w
I II i 1 la - -89Z52•
IRS— Mob, Lf
I II IRS ,��� �� IRS
L4�7``Rs IRS PINT OF
II / L2 BEGINNING
II / L3 LEGEND
5/0'IRON ROD SET PATH CAP
{ / 50'6ARNETT GATHERING IRS p STAWED NUITT 20LLARs•
PIPELINE EASEMENT UNLESS NOTED GTHERIMSE
DOC#D212068611.❑.P.R.T C.T.
1 I I (Schedule a 10.1110.Y) HZ 0 5/a•901 ROD FOUND WITH CAP
30'SOUTH WESTERN GAS PIPELINE EASEMENT STAMPED•HUITT—MU.M5'
VOL.2276,PG.1848.R.P.r7.P.C.T UNLESS NOTED OTHERWISE
DOC#D212068611.O.PR.T.C.T IRF r 5/8'IRON ROD FOUND NTH CAP
STAMI II UNLESS NOTED OTHERMISE UP'
I I I I
IIi IIj 1I I�I
50 6 50 100 1'7WALSIH RANCHES LIMITED
PARTNERSHIP
9.PG.1765(D..R.PC.T)
1 GRAPH#C SCALE IN FEET VOL.12624,PG,92(o.R.TC.T)
I II PLEASE REFER TO EAR SCALE. DRAWING ,
I MAY HAVE BEEN REDUCED DR ENLARGED.
4 EXHIBITATER P BASIS OF BEARING:
STORM WATER FACILITY Bearings are based an the Texas State Plane
Huitt—ZoiHU[n
c. alias MAINTENANCE AGREEMENT AREAS Coordinate System,North Central Zane{4202}
5430 LBJ Freeway Suite 1500 CHANNEL g North American Datum 1983{2011).
Dallas, Texas 75240-2675 WALSH RANCH,QUAIL VALLEY,PHASE 3W
Phone (214) 871-3MA (214) 871-0757 DATE: June 10,2022 Pg.2 0f 4
PARKER COUNTY,TEXAS
❑WG: JASurvey1303 08 1 0 0-Walsh RanchW2-Quail Val ley1PA31M10 CAI)D&0IMIr0.15 Mawng%DwglEX-ExhlbitMVQR RV PH-3C SWFMA-CKANNEL5.dwg LAYOUT SWFMA_5 SHT2
STORM WATER FACILITY MAINTENANCE AGREEMENT
CHANNEL 5
1& G.N. R.R. Survey, abstract No. 1996
Parker County, Texas
BEING a 0,3005 acres (13,089 square feet) tract of land situated in Parker County, Texas,
being in the I & G.N. R.R. Survey, Abstract No. 1996, being a portion of Tract 1, a called 124.6
acre tract of land conveyed to Quail Valley ❑EVCO VLO, LLC as recorded in Document number
202148529, Official Public Records of Parker County, Texas (O.RR.P.C.T.) and being more
particularly described by metes and bounds as follows:
COMMENCING at a 518 inch iron rod with plastic cap stamped "Huitt-Zollars" found at the most
westerly corner of Lot 12 POS*, as shown on the final plat of Walsh Ranch-Quail Valley as
recorded under Document number 202006529 (O.P.R.P.C.T.) and being on the southerly line of
a 50' Barnette Gathering Pipeline Easement as recorded in Document number D212068611 of
the Official Public Records Tarrant County Texas (O.P.R.T.C.T.);
THENCE, departing the most westerly corner of said Lot 12 POS*, over and across said Quail
Valley DEVCO VLO, LLC tract the following;
South 58 degrees 59 minutes 55 seconds West a distance of 892.52 feet to a point for
corner;
South 31 degrees 00 minutes 05 seconds East a distance of 12.22 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars" at the POINT OF BEGINNING;
South 10 degrees 38 minutes 57 seconds West a distance of 11,49 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars";
South 52 degrees 30 minutes 46 seconds West a distance of 11.73 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars";
North 80 degrees 54 minutes 00 seconds West a distance of 150.42 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars";
North 12 degrees 16 minutes 30 seconds West a distance of 100.59 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars";
North 01 degrees 41 minutes 00 seconds West a distance of 70.33 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars";
North 00 degrees 45 minutes 00 seconds West a distance of 69.80 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars";
North 02 degrees 48 minutes 19 seconds West a distance of 53.31 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars",
North 20 degrees 26 minutes 12 seconds West a distance of 79.52 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars";
North 39 degrees 11 minutes 17 seconds East a distance of 99.62 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars";
Page 3 of 4
J:\Survey\30306100-Walsh Ranch\02-Quail Valley\PA3W\10 CADD&BIM\10.20 Legal Descriptions\PHASE 3W
STORM WATER FACILITY MAINT AGREEMENT AREAS CHANNEL 5.docx
STORM WATER FACILITY MAINTENANCE AGREEMENT
CHANNEL 5
I & G.N. R.R. Survey, Abstract No. 1998
Parker County, Texas
North 89 degrees 13 minutes 57 seconds East a distance of 51.30 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars'%
South 32 degrees 36 minutes 26 seconds East a distance of 23.54 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zoliars";
South 89 degrees 13 minutes 57 seconds West a distance of 54.38 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zoliars";
South 39 degrees 11 minutes 17 seconds West a distance of 78.83 feet to a 518 inch
iron rod set with plastic cap stamped "Huitt-Zollars";
South 20 degrees 26 minutes 12 seconds East a distance of 71.16 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars";
South 02 degrees 48 minutes 19 seconds East a distance of 56.77 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars";
South 00 degrees 45 minutes 00 seconds East a distance of 70.00 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars";
South 01 degrees 41 minutes 00 seconds East a distance of 68.32 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars";
South 12 degrees 16 minutes 30 seconds East a distance of 85.08 feet to a 518 inch iron
rod set with plastic cap stamped "Huitt-Zollars";
South 80 degrees 54 minutes 00 seconds East a distance of 145.14 feet to the POINT
OF BEGINNING and CONTAINING 0.3005 acres (13,089 square feet) of land, more or
less.
Bearings are based on the Texas State Plane Coordinate System, 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. Pillar •CE•dF•
Registered Professional Land Surveyor r.�;• fio:per
Texas Registration No. 5491 ...............................
'
Huitt-Zollars, Inc. n�itcs.E��s... R
PILLA
TBPELS Firm Registration No. 10025600 I'. 5491
5430 LBJ Freeway, Suite 1500 9� I.IFiv��O
Dallas, Texas 75240
(214) 871-3311
illar huitt-zollars.corn Date: June 10, 2022
Page 4 of 4
]:\Survey\30306100-Walsh Ranch\02-Quail Vailey\PA3W\10 CAD &BIM\10.20 Legal Descriptions\PHASE 3W
STORM WATER FACILITY MAINT AGREEMENT AREAS CHANNEL 5.dou
*----------------------------- ----------------------------------------
* Prepared by: Huitt-Zollars, Inc.
* Routine: Reduce Map Check File Coord File:CLOSURE.crd 6/10/22 9:18:00
* Input Scale Factor: 1.000000000 Output Scale Factor: 1.000000000
*----------------------- -- ------------------------
Correct Ending Coordinates, North: 0.000 East:0.000
Ending Coordinates, North: -0.010 East: -0.006
Error, N: -0.02 E: -0.01 Total: 0.01 Brg: N 30°40'57"E
Distance Traversed: 1351.33 Closure: 112189
No Adjustment
Bearing Distance Northing Easting Elevation Pt ID
0.000 0.000 39
S 10'38'57"W 11.49 -11.292 -2.123 40
5 52'30'46"W 11.73 -18.431 -11.431 41
N 80°54'00"W 150.42 5.359 -159.958 42
N 12'16'30"W 100.59 103.650 -181.344 43
N 01'41'00"W 70.33 173.949 -183.410 44
N 00*45'00"W 69.80 243.743 -184.323 45
N 02'48'19"W 53.31 796.989 -186.932 46
N 20026'12"W 79.52 371.504 -214.698 47
N 39°11'17"E 99.62 448.717 -151.752 48
N 89013'57"E 51.30 449,405 -100.456 49
5 32'36'26"E 23.54 429,575 -87.771 50
S 89`13'57"W 54.38 428.846 -142.146 51
S 39'11'17"W 78.83 367.747 -191.956 52
S 20°26'12"E 71.16 301.066 -167.109 53
5 02'48'19"E 56.77 244.364 -164,331 54
5 00'45'00"E 70.00 174.370 -163.415 55
S 01`41'00"E 68.32 106.080 -161.408 56
S 12'15'30"E 85.08 22.945 -143.319 57
S 80°54'00"E 145.14 -0.010 -0.005 58
Approx: 5q. Feet: 13089 Acres: ❑.3005
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
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Exhibit "C"
CITY OF FORT WORTH DRAINAGE CHANNEL
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.
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.11/19/2020 JLE
Exhibit "D"
Drainage Channel Structural Maintenance CHECKLIST
FREQUENT REPAIRS REPAIRS
INSPECTION DATE REQUIRED MADE NOTES
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Channel
Amount of silt in
channel
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
Drainage Channel
Quality Structure
Type of Drainage
Channel Quality
Structure
Structure type and
Condition
Condition of Rip-Rap
Condition of filtration
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.11/19/2020 JLE
system
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
STORM WATER FACILITY MAINTENANCE AGREEMENT
Rev.11/19/2020 JLE