HomeMy WebLinkAboutContract 48488 CITY SMEARY
CONTRACT NO. � YY
DOE #
STORMWATER FACILITY
MAINTENANCE AGREEMENT
t/
THIS AGREEMENT, made and entered into this day of
16, by and
between Quail Valley Devco I, LLC, acting by and through its undersigned officer,
hereinafter referred to as "Landowner", Quail Valley Community, 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 that certain tract of real property
described as an approximately 217.70 acre tract located in the M.C. Moulton Survey,
Abstract No. 934, International & Great Northern R.R. Co. Survey, Abstract No. 1996,
Heirs of C.H. Higbee, Abstract No. 2740 and the International & Great Northern R.R. Co.
Survey, Abstract No. 2004, Parker County, Texas, and described as Tract 1 in that certain
deed recorded as Document 4 201607571, Deed Records, 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 Phase
1 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
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev.05/14//2014 FT W02 H, Er
I
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
the inspection is to assure safe and proper functioning of the Facility. The
inspection shall cover the entire Facilities, berms, outlet structure, pond areas,
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev.05/14//2014
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
filing in the office of the County Clerk of Tarrant County, Texas an affidavit
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev.05/14//2014
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 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
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev.05/14//2014
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 Walsh Ranches Limited Partnership, as Landowner hereunder,
shall expire and be of no further force or effect upon the transfer ("Transfer")
by Landowner to the Association of legal title to the Facility, save and except
for any liabilities, indemnities and obligations of Walsh Ranches Limited
Partnership 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.
Executed this : �d y of , 2016.
Landowner City of Fort Worth
Quail Valley Deveo I, LLC
By: RPG QV M ger
Name: Assistant City Manager
Name: Clint Yeager
Title: Vice Presid t Approved as to Form and Legality
Association Aw� 441M4 a__,,
Assistant City A-ttohiey,leanr-D LLz%'nwq
Quail Valley
Community, Inc.
Name: ATTEST
Title: reSi CL4yk
0,,I Cpl rA- (,olA-� City Se ret y
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STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev.05114//2014
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on i��- CoLl\P by
eSQ S J. '�� , Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
•``�;ari''y� LINDA M. HIRRLINGER
Notary Public.State of Texas ,
Comm.Expires 02-02-2018 Notary Public, State of Texas
Notary ID 12414474.6
STATE OF TEXAS §
COUNTY OF DALLAS §
Before me, the undersigned authority on this 1]day of October, 2016, personally
appeared Clint Yeager, Vice President of RPG QVR, LLC, manager of Quail Valley
Devco I, LLC, known to me to be the person whose name is subscribed to the foregoing
instrument and acknowledged to me that the same is the act of Quail Valley Devco 1,
LLC, and that he executed the same as its Vice President and as the act of such limited
partnership and for the purposes and consideration expressed in the foregoing instrument.
tPatY PVB`, ASHLEY PAIGE STEWART
Notary Public.State of Texas
My June
mi,sio2no;8 fires Notary Public, State of Texas
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on this 9 day of October,2016 by,
Cy M-aI r-di l nA id on , authorized representative, acting on behalf of
Quail Valley Community, Inc.
a STACEY IANDRLICKO
Notary Public,State of Texas Notary Public, State as
Comm.Expires 03-26,2024
�e of Notary ID 295394-0
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev.05/14//2014
EXHIBIT"A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT 7
Rev.05/14//2014
EXHIBIT"A"
KYLE WIDTH
SUR X92 `Tp�l SURVEY SANITARY SEWER ELNE EASEMENT \\
AB TRACT WAOLSH RANCHES LIMITED PARTNERSHIP POINT OF M C, SaRACT Np. 934 (MODOCy 2014.77 ACRES
P, 2) \\ —
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TRACT LINE DOC,#201622364
—APPROXIMATE LOCA710N— _ - — O.P.R.P.C.T. — - — — —
`` _ - PERMANENT
SURVEY UNE— — — — — — — 1 _ - I 10'ONCOR ESMT.(NORTH) I I SANITARY SEWER EASEMENT
i w -' __ - DOC,#201306230 DOC,A 201622339
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O.P.R.P.C.T. (UlVRFC E ROAD
MAINTENANCE AGREEMENT ',, RIDG __.. `"- --- I
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11 _ PERMANENT DRAINAGE
(1.600 ACRES) PERMANENT DRAINAGE 1 1 FACILITY EASEMENT
FACILITY EASEMENT DOC.#201622348
DOC.#201622366 O.P,R.PA.T.
O.P.R.P.C.T.
WALSH RANCHES LIMITED PARTNERSHIP STORM WATER FACILITY RFACILIIY EASEMENTE
VOLUME 1699,PAGE 1765 MAINTENANCE AGREEMENT 000PR.P.C.T372 I jrn
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(1.152 ACRES) tq Z
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11 502
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MAINTENANCE AGREEMENT 0 g Ir `cl
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a. 1996 (1.032 ACRES) i < Cn
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GRAPHIC SCALE IN FEET 2
PLEASE REFER TO BAR SCALE. DRAWING PVENv�
MAY HAVE BEEN REDUCED OR ENLARGED. PLSN OgE01 0
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ALEDO INDEPENDENT SCHOOL DISTRICT § w S RV EY
LEGEND DOC.#201608667N 2 U
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IRF \
O.P.R.P.C.T. 50'BARNET GATHERING ABSTRACT N
5/8"IRON ROD FOUND WITH CAP \ (EXHIBIT F) R
STAMPED "DUNAWAY ASSOC. LP" \ _ — — — — — J V2902-P1589 'v+ WALSH RANCHES LIMITED PARTNERSHIP
\ O.P.R.P.C.T. y
UNLESS NOTED OTHERWISE \ -- _ FILE No.D212068611 a. VOLUME 1699,PAGE 1765
O.P.R.T.C,T' < D.R.P.C.T.
LOCATION 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 Zone(4202)
1717 McKinney Avenue,Suite 1400 �NALSH RANCH,QUAIL VALLEY North American Datum 1983(2011).
Dallas,Texas 75202-1236 ,PHASE 1 C
Phone(214)871-3311 Fax(214)871-0757 PARKER COUNTY, TEXAS DATE: November 01,2016 Pg. 1 of 14
DWG: J:\Survey\30306100-Walsh Ranch\02-Quail Valley\PHASE 1C-Lots\offsite esmts\dwg\WR QV PH-1C SWFMA.dwg LAYOUT: SWFMA EXHIBIT
EXHIBIT"A"
W
Z
SURVEY s/
I,' & G.N' C No. 1996 p%�� o
AS S-VRA Op
° 1�
STORM WATER FACILITY C�;` POINT OF
BEGINNING
MAINTENANCE AGREEMENT 5/8'IRON ROD SET W/
'HUITT-ZOLLARS'CAP
POND 3CN 89047'12" E 213.00' IRs rI S 00°12'48" E
(1.600 ACRESIRs) 27.00'
L1 IRS
N 04°27'21"W 110.62' IRs IRS S 30030'35"W 3.91'
S 30014'07"W
WALSH RANCHES LIMITED PARTNERSHIP IRs 47.90'
VOLUME 1699,PAGE 1765
D.R.P.C.T. z IRS S 06002'39"W
IRS
31.39'
W
N 14021'53"W 73.54'
a
N 19023'53"E 70.66' IRs S 37015'21"W
IRs 110.05'
N 64°52'51" E 33.80'
IRs S 03039'27"W
IRS IRs 58.36' QUAIL VALLEY DEVCO I,LLC
N 00°40'13" E L6 (TRACT 1)
20.16' IRS IRS IRS DOC.#201607571
�& IRS IRS IRS O.P.R.P.C.T.
46 / L3 PROPOSED
L7 IRs J S 06o4344"W WALSH RANCH,QUAIL VALLEY
L4 PHASE 1C
L2 IRS 117.82'
IRS
N 15°59'56" E
50 0 50 100 90,26' IRS S 29038'16"W
IRs74.14'
GRAPHIC SCALE IN FEET IRs
PLEASE REFER TO BAR SCALE. DRAWING N 02°03'54"WN 72°38'59"W 31.51'
IRs
R RV EY
MAY HAVE BEEN REDUCED OR ENLARGED. 37.52' R SU g6
IRS & G.N' T Np, 19
LEGEND N 38°57'22"W IRs S 09°00'53"W A85
TRIC
19.97' 57.71'
5/8" IRON ROD SET WITH CAP
IRS O STAMPED "HUITT—ZOLLARS"
UNLESS NOTED OTHERWISE S 51002'38"W
• HZ • 5/8" IRON ROD FOUND WITH CAP
STAMPED "HUITT—ZOLLARS" LINE TABLE
UNLESS NOTED OTHERNSE LINE BEARING DISTANCE
IRF 0 5/8"IRON ROD FOUND WITH CAP L1 N 89047'12"E 51.59'
L2 N 01°03'11"W 44.05'
STAMPED "DUNAWAY ASSOC. LP" L3 S 89°44'13"W 16.67'
UNLESS NOTED OTHERWISE L4 S 76°05'05"W 13.70'
L5 N 61'03'36"W 28.49'
L6 S37°4118.16'
62°41'27L7 N W
16.17'
o� L8I N 52°17'11"W 1 26.55
a�
HUff—ADUARS
EXHIBIT MAP BASIS OF BEARING:
STORM WATER FACILITY Bearings are based on the Texas State Plane
MAINTENANCE AGREEMENT Coordinate System,North Central Zone(4202)
Hui1717 McKinney
Dallas POND 3C North American Datum 1983 2011
1717 McKinney Avenue,Suite 1400 ( )•
Dallas,Texas 75202-1236 WALSH RANCH,QUAIL VALLEY,PHASE 1C
Phone(214)871-3311 Fax(214)871-0757 PARKER COUNTY,TEXAS DATE: November 01,2016 Pg.2 of 14
DWG: JASurvey\30306100-Walsh Ranch\02-Quail Valley\PHASE 1C-Lots\offsite esmis\dwg\WR QV PH-1C SWFMA.dwg LAYOUT:SWFMA-POND 3C
EXHIBIT"A"
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M.CBS�Rp�COIdo. 934 ----- - l/ // fUHRcOF R
A ) Oq�
APPROXIMATE LOCATION / �'-------
SURVEY
_-_SURVEY LINE / / '__------------
S',Ga POINT OF / / PFACIUTYJEASEMENTE
J 03211, '-- -__ BEGINNING / / DOC.#201622365
E 518 IRON ROD SET W/ / / O.P.R.P.C.T.
823.7 , '__ 'HUITT-ZOLLARS•CAP
4 S 54029'55" E
L1��i.r / 82.87'
QUAIL VALLEY DEVCO I,LLC
(TRACT 1) N 10°00'35" E `
DOC.#201607571
O.P.R.P.C.T. 74.90' \`• IRs S 43025'47" E
PROPOSEDN 50°40'20" E 3672' IRs ��' 56.56'
.
WALSH RANCH,QUAIL VALLEY IRS
PHASE 1C N 21°57'07" E 28.49' IRs
SOUTH;
N 69057'58"E 35.69'
IRs L3 IRs 25.64'
IRS IRS IRS IRS
R R gURVE6 N 31046'37" E 43.71' I S 61°37'11"W
9
ABcsTRACT NO 19 IRS '�K -j 44.22'
N 17°41'14" E 28.57' S 08029'45" E
N 55°36'42" E 77.02' IRs < IRS IRs IRs RS 61.42'
STORM WATER FACILITY CP IRS
MAINTENANCE AGREEMENT IRS WEST 52.08'
POND 4A IRs S 74046'59"W 24.22'
(1.152 ACRES) IRs IRS<6 IRs
S 05°24'17"W 58.64'
N 17°1 T43" E 43.79' IRS IRS IRS QUAIL VALLEY DEVCO I,LLC
N 07°58'47"W 70.61' S 64048'09"W 22.24' DOC.#201607571
N 51042'52" E 19.10' S 61°51'45"W 19. O.24' PRROPOOPO SEEDD
N 77°11'53" E I WALSH RANCH,QUAIL VALLEY
44.1' , IRS S 57023'49"W 20.75' I PHASE 1C
IRS
IRs IRs IRs SOUTH 105.71' o
N 29°14'52"E IRs S 39°52'50"W 16.00' Z
, J
92.35' o� o
IRS WEST 15.52' < > w
xchN
Rs S 63°26'20"W 67.04' aI �2
< z�
LEGEND , IRs S 38°24'17"W ( 2�
5/8"IRON ROD SET NTH CAP 67.95' I
IRS O STAMPED "HUITT-ZOLLARS" cn
O m
UNLESS NOTED OTHERVASE Q
U)
HZ • 5/8"IRON ROD FOUND 'MTH CAP LINE TABLE
STAMPED"HUITT-ZOLLARS" LINE BEARING DISTANCE W
UNLESS NOTED OTHERI'ASE T
IRF 0 5/8"IRON ROD FOUND WITH CAP L1 N 86°28'02"E 45.17'
STAMPED'DUNAWAY ASSOC. LP" L2 NORTH 64.30'
UNLESS NOTED OTHERI'ASE L3 WEST 14.60'
L4 S 40°23'27"W 82.39' 50 0 50 100
L5 S 40°06'21"W 39.19'
L6 N 61°51'45"W 19.24' GRAPHIC SCALE IN FEET
L7 N 50°49'52"W 27.48' PLEASE REFER TO BAR SCALE. DRAWING
L8 N 22°43'04"W 36.78' MAY HAVE BEEN REDUCED OR ENLARGED.
HUff-Z11ARS
EXHIBIT MAP BASIS OF BEARING:
STORM WATER FACILITY Bearings are based on the Texas State Plane
MAINTENANCE AGREEMENT Coordinate System,North Central Zone(4202)
Huitt-Zollars,Inc. Dallas
1717 McKinney Avenue,Suite 1400 POND 4A North American Datum 1983(2011).
Dallas,Texas 75202-1236 WALSH RANCH,QUAIL VALLEY,PHASE 1C
Phone(214)871-3311 Fax(214)871-0757 PARKER COUNTY,TEXAS DATE: November 01,2016 Pg.3 of 14
DWG: JASurvey\30306100-Walsh Ranch\02-Quail Valley\PHASE 1C-Lots\offsite esmisldwg\WR QV PHAC SWFMA.dwg LAYOUT: SWFMA-POND 4A
EXHIBIT"A"
QUAIL VALLEY DEVCO I,LLC
(TRACT 1)
\� DOC.#201607571
�AOe O.P.R.P.C.T.
\Std PROPOSED
\S7). WALSH RANCH,QUAIL VALLEY
PHASE 1C
\` 7
POINT OF
BEGINNING
5/a'IRON SET W/
'HUITT-ZOLLARSROD "CAP
\ S 82°51'07" E
\ 99.98'
IRS IRS
! N 07°16'21" E 78.06'
N 42049'55"E 21.58'
N 68002'54"E 70.23' IRs
IRS CV
Rs CD R SURVEY
N 01*51'41 E w I ABSTRPC 996
67.07' -
M
IRS 7T
O
0
C14
STORM WATER FACILITY tiQ rn
MAINTENANCE AGREEMENT
POND 413
(1.032 ACRES) Gy
IRS
IRS
S 56°43'51"W
40.16'
LEGEND
5/8°IRON ROD SET IMTH CAP
IRS 0 STAMPED "HUITT—ZOLLARS" QUAIL VALLEY DEVCO I,LLC
UNLESS NOTED OTHERWISE (TRACT 1)
DOC.#201607571
HZ • 5/8"IRON ROD FOUND WITH CAP O.P.R.P.C.T.
STAMPED "HUITT—ZOLLARS" PROPOSED
UNLESS NOTED OTHERWISE WALSH RANCH,QUAIL VALLEY
PHASE 1C
IRF 0 5/8"IRON ROD FOUND WITH CAP
STAMPED "DUNAWAY ASSOC. LP'
UNLESS NOTED OTHERWSE
50 0 50 100
GRAPHIC SCALE IN FEET
PLEASE REFER TO BAR SCALE. DRAWING
MAY HAVE BEEN REDUCED OR ENLARGED.
EXHIBIT MAP BASIS OF BEARING:
STORM WATER FACILITY Bearings are based on the Texas State Plane
HUff-ADUN6 MAINTENANCE AGREEMENT Coordinate System,North Central Zone(4202)
Hui1717 McKinney
Dallas POND 4B North American Datum 1983 2011
1717 McKinney Avenue,Suite 1400 ( )•
Dallas,Texas 75202-1236 WALSH RANCH,QUAIL VALLEY,PHASE 1C
Phone(214)871-3311 Fax(214)871-0757 PARKER COUNTY,TEXAS DATE: November 01,2016 Pg.4 of 14
DWG: JASurvey\30306100-Walsh Ranch\02-Quail Valley\PHASE 1C-Lots\offsite esmts\dwg\WR QV PH-1C SWFMA.dwg LAYOUT: SWFMA-POND 4B
EXHIBIT"A"
_ TON 5uRv4 Y
M,AgSpRACT O. g3
S UI
RIDGE ROAD
MPR�1 (UNREC0R0�)
-----_S_78°4924„E POINT OF PERMANENT DRAINAGE
3143 36' BEGINNING FACILITY 22352 ENT
-
- 5/e'IRON ROD SET W/ O.P.R.P.C.T.
'HUnT-ZOLLARS'CAP
------ IRS
---- 0 L2 LS Rs
PROFER'fY EINE IRS IRS �3;�
IRS
N 01°03'51"W 49.75' y
IRS < r
N 07051'44" E 42.68' J °z
omm
co N 50°20'16" E 47.58' IRs X 0) m
IRS .0�0 o n
IRS :-i-0 m v =
RV EY 2 c9 MD g D
2004
1 A STRICT No �'j�, z IRs = D
STORM WATER FACILITY �6' o Lg
MAINTENANCE AGREEMENT "?6', a IRs IRs
POND 6 IRs
(1.673 ACRES) L9
IRS
N 15038'41"W IRs L10_
QUAIL VALLEY DEVCO I,LLC 102.38'
(TRACT 1) IRS J
DOC.#201607571
O.P.R.P.C.T.
PROPOSED N 01°25'39" E I
WALSH RANCH,QUAIL VALLEY 72.52' >
PHASE 1C
IRS 4 �
N 05010'18"W NI/ V
40'08' IRS IRS to N
� O
2
Z�
LEGEND N 77°14'12"W 2 Q
ti
5/8"IRON ROD SET WITH CAP 45.74' n
�
IRS Q STAMPED "HUITT—ZOLLARS" O CO
UNLESS NOTED OTHERWISE
LINE TABLE
HZ • 5/8" IRON ROD FOUND WITH CAP LINEI BEARING DISTANCE z
STAMPED "HUITT—ZOLLARS" L1 N 75°40'10"E 65.55' 4/
UNLESS NOTED OTHERWISE L2 S 82°13'55"E 83.95' Z
IRF 0 5/8" IRON ROD FOUND WITH CAP L3 S 89°06'20"E 33.80'
STAMPED "DUNAWAY ASSOC. LP" L4 S 26°46'23"E 35.17'
UNLESS NOTED OTHERWISE L5 S 04°13'58"W 85.82'
L6 S 09°37'27"E 75.93' _
L7 SOUTH 50.40' 50 0 50 100
L8 S 60°27'49"E 23.23'
Ls S 01°49'55"W 35.98' � GRAPHIC SCALE IN FEET
L10 S 65°39'52"W 21.56' n
1-11 S 00°16'39"W 84.75' PLEASE REFER TO BAR SCALE. DRAWING
L12 S 35°19'12"W 109.35' MAY HAVE BEEN REDUCED OR ENLARGED.
EXHIBIT MAP BASIS OF BEARING:
STORM WATER FACILITY Bearings are based on the Texas State Plane
HUU-ODUN6 MAINTENANCE AGREEMENT Coordinate System,North Central Zone(4202)
Huitt-Zollars,Inc. Dallas
1717 McKinney Avenue,Suite 1400 POND 6 North American Datum 1983(2011).
Dallas,Texas 75202-1236 WALSH RANCH,QUAIL VALLEY,PHASE 1C
Phone(214)871-3311 Fax(214)871-0757 PARKER COUNTY,TEXAS DATE: November 01,2016 Pg.5 Of 14
DWG: J:\Survey\30306100-Walsh Ranch\02-Quail Valley\PHASE 1C-Lots\offsite esmts\dwg\WR QV PH-1C SWFMA.dwg LAYOUT: SWFMA-POND 6
EXHIBIT"A"
WALSH RANCH - QUAIL VALLEY PHASE 1C
STORM WATER FACILITY MAINTENANCE AGREEMENT AREAS
POND 3C
BEING a tract of land situated in the International & Great Northern R.R. Co. Survey,
Abstract No. 1996, and being a portion of Tract 1, a 217.70 acre tract of land as
described in deed to Quail Valley Devco I, LLC, and recorded in Doc.#201607571 of
the Official Public Records of Parker County, Texas (O.P.R.P.C.T.), and also being a
portion of a tract of land as described in deed to Walsh Ranches Limited Partnership,
having a General Partner named Walsh North Star Company, a Texas corporation, as
recorded in Volume 16'99, Page 1765, of the Deed Records of Parker County, Texas
(D.R.P.C.T.), and being more particularly described as follows:
COMMENCING at a 5/8 inch iron rod found with a plastic cap stamped "Dunaway
Assoc. LP" at the north most northwest corner of Tract 1, from which a 5/8 inch iron rod
found with a plastic cap stamped "Dunaway Assoc. LP" at an inner ell corner located at
the northwest corner of Tract 1 bears, South 00 degrees 22 minutes 50 seconds East, a
distance of 594.83 feet;
THENCE, South 18 degrees 00 minutes 02 seconds West, departing the north most
northwest corner of said Tract 1, a distance of 614.54 feet to a 5/8 inch iron rod set with
plastic cap stamped "Huitt-Zollars" for the POINT OF BEGINNING;
THENCE, South 00 degrees 12 minutes 48 seconds East, passing at a distance of
11.65 feet a point on the northerly line of said Tract 1, continuing in all, a distance of
27.00 feet to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, over and across said Tract 1 the following courses:
North 89 degrees 47 minutes 12 seconds East, a distance of 51.59 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 30 degrees 30 minutes 35 seconds West, a distance of 3.91 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 30 degrees 14 minutes 07 seconds West, a distance of 47.90 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 06 degrees 02 minutes 39 seconds West, a distance of 31.39 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 37 degrees 15 minutes 21 seconds West, a distance of 110.05 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
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EXHIBIT"A"
South 03 degrees 39 minutes 27 seconds West, a distance of 58.36 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 06 degrees 43 minutes 44 seconds West, a distance of 117.82 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars",
South 29 degrees 38 minutes 16 seconds West, a distance of 74.14 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars';
North 72 degrees 38 minutes 59 seconds West, a distance of 31.51 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars';
South 09 degrees 00 minutes 53 seconds West, a distance of 57.71 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 51 degrees 02 minutes 38 seconds West, passing at a distance of 4.40
feet the westerly line of said Tract 1, continuing in all, a distance of 14.88 feet to
a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, over and across said Walsh Ranches Limited Partnership tract the following
courses:
North 38 degrees 57 minutes 22 seconds West, a distance of 19.97 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 02 degrees 03 minutes 54 seconds West, a distance of 37.52 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 15 degrees 59 minutes 56 seconds East, a distance of 90.26 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 01 degree 03 minutes 11 seconds West, a distance of 44.05 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars';
South 89 degrees 44 minutes 13 seconds West, a distance of 16.67 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 76 degrees 05 minutes 05 seconds West, a distance of 13.70 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 61 degrees 03 minutes 36 seconds West, a distance of 28.49 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 37 degrees 41 minutes 05 seconds West, a distance of 18.16 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
Page 7 of 14
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EXHIBIT"A"
North 62 degrees 41 minutes 27 seconds West, a distance of 16.17 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 52 degrees 17 minutes 11 seconds West, a distance of 26.55 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 00 degrees 40 minutes 13 seconds East, a distance of 20.16 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars",
North 64 degrees 52 minutes 51 seconds East, a distance of 33.80 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 19 degrees 23 minutes 53 seconds East, a distance of 70.66 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 14 degrees 21 minutes 53 seconds West, a distance of 73.54 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 04 degrees 27 minutes 21 seconds West, a distance of 110.62 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 89 degrees 47 minutes 12 seconds East, a distance of 213.00 feet to the
POINT OF BEGINNING and CONTAINING 1.600 Acres of land, more or less.
POND 4A
BEING a tract of land situated in the International & Great Northern R.R. Co. Survey,
Abstract No. 1996, and in the Heirs of C.H. Higbee Survey, Abstract No. 2740, and
being a portion of Tract 1, a 217.70 acre tract of land as described in deed to Quail
Valley Devco I, LLC, and recorded in Doc.#201607571 of the Official Public Records of
Parker County, Texas (O.P.R.P.C.T.), and being more particularly described as follows:
COMMENCING at a 5/8 inch iron rod found with a plastic cap stamped "Dunaway
Assoc. LP" at the north most northwest corner of Tract 1, from which a 5/8 inch iron rod
found with a plastic cap stamped "Dunaway Assoc. LP" at an inner ell corner located at
the northwest corner of Tract 1 bears, South 00 degrees 22 minutes 50 seconds East, a
distance of 594.83 feet;
THENCE, South 75 degrees 03 minutes 21 seconds East, a distance of 1823.74 feet
to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" for the POINT OF
BEGINNING;
THENCE, North 86 degrees 28 minutes 02 seconds East, a distance of 45.17 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
Page 8 of 14
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EXHIBIT"A"
THENCE, South 54 degrees 29 minutes 55 seconds East, a distance of 82.87 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, South 43 degrees 25 minutes 47 seconds East, a distance of 56.56 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, South, a distance of 25.64 feet to a 5/8 inch iron rod set with plastic cap
stamped "Huitt-Zollars";
THENCE, South 61 degrees 37 minutes 11 seconds West, a distance of 44.22 feet to
a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, South 08 degrees 29 minutes 45 seconds East, a distance of 61.42 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, West, a distance of 52.08 feet to a 5/8 inch iron rod set with plastic cap
stamped "Huitt-Zollars",
THENCE, North, a distance of 64.30 feet to a 5/8 inch iron rod set with plastic cap
stamped "Huitt-Zollars';
THENCE, West, a distance of 14.60 feet to a 5/8 inch iron rod set with plastic cap
stamped "Huitt-Zollars",
THENCE, South 40 degrees 23 minutes 27 seconds West, a distance of 82.39 feet to
a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, South 40 degrees 06 minutes 21 seconds West, a distance of 39.19 feet to
a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars",
THENCE, South 74 degrees 46 minutes 59 seconds West, a distance of 24.22 feet to
a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, South 05 degrees 24 minutes 17 seconds West, a distance of 58.64 feet to
a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, South 64 degrees 48 minutes 09 seconds West, a distance of 22.24 feet to
a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 61 degrees 51 minutes 45 seconds West, a distance of 19.24 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, South 61 degrees 51 minutes 45 seconds West, a distance of 19.24 feet to
a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
Page 9 of 14
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EXHIBIT"A"
THENCE, South 57 degrees 23 minutes 49 seconds West, a distance of 20.75 feet to
a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, South, a distance of 105.71 feet to a 5/8 inch iron rod set with plastic cap
stamped "Huitt-Zollars";
THENCE, South 39 degrees 52 minutes 50 seconds West, a distance of 16.00 feet to
a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, West, a distance of 15.52 feet to a 5/8 inch iron rod set with plastic cap
stamped "Huitt-Zollars";
THENCE, South 63 degrees 26 minutes 20 seconds West, a distance of 67.04 feet to
a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, South 38 degrees 24 minutes 17 seconds West, a distance of 67.95 feet to
a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 50 degrees 49 minutes 52 seconds West, a distance of 27.48 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 29 degrees 14 minutes 52 seconds East, a distance of 92.35 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 77 degrees 11 minutes 53 seconds East, a distance of 44.50 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 51 degrees 42 minutes 52 seconds East, a distance of 19.10 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars';
THENCE, North 07 degrees 58 minutes 47 seconds West, a distance of 70.61 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 17 degrees 17 minutes 43 seconds East, a distance of 43.79 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 55 degrees 36 minutes 42 seconds East, a distance of 77.02 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 22 degrees 43 minutes 04 seconds West, a distance of 36.78 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 17 degrees 41 minutes 14 seconds East, a distance of 28.57 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
Page 10 of 14
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EXHIBIT"A"
THENCE, North 31 degrees 46 minutes 37 seconds East, a distance of 43.71 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 69 degrees 57 minutes 58 seconds East, a distance of 35.69 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 21 degrees 57 minutes 07 seconds East, a distance of 28.49 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 50 degrees 40 minutes 20 seconds East, a distance of 36.72 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 10 degrees 00 minutes 35 seconds East, a distance of 74.90 feet to
the POINT OF BEGINNING and CONTAINING 1.152 Acres of land, more or less.
POND 4B
BEING a tract of land situated in the International & Great Northern R.R. Co. Survey,
Abstract No. 1996, and being a portion of Tract 1, a 217.70 acre tract of land as
described in deed to Quail Valley Devco I, LLC, and recorded in Doc.# 201607571 of
the Official Public Records of Parker County, Texas (O.P.R.P.C.T.), and being more
particularly described as follows:
COMMENCING at a 5/8 inch iron rod found with a plastic cap stamped "Dunaway
Assoc. LP" at the north most northwest corner of Tract 1, from which a 5/8 inch iron rod
found with a plastic cap stamped "Dunaway Assoc. LP" at an inner ell corner located at
the northwest corner of Tract 1 bears, South 40 degrees 42 minutes 41 seconds East, a
distance of 1932.77 feet;
THENCE, South 40 degrees 42 minutes 41 seconds East, a distance of 1932.77 feet
to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars" for the POINT OF
BEGINNING;
THENCE, South 82 degrees 51 minutes 07 seconds East, a distance of 99.98 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, South 02 degrees 40 minutes 43 seconds East, a distance of 310.72 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, South 56 degrees 43 minutes 51 seconds West, a distance of 40.16 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 47 degrees 22 minutes 35 seconds West, a distance of 233.78 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
Page 11 of 14
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EXHIBIT"A"
THENCE, North 01 degree 51 minutes 41 seconds East, a distance of 67.07 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 68 degrees 02 minutes 54 seconds East, a distance of 70.23 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 42 degrees 49 minutes 55 seconds East, a distance of 21.58 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, North 07 degrees 16 minutes 21 seconds East, a distance of 78.06 feet to the
POINT OF BEGINNING and CONTAINING having an area of 1.032 Acres of land, more
or less.
POND 6
BEING a tract of land situated in the International & Great Northern R.R. Co. Survey,
Abstract No. 2004, and being a portion of Tract 1, a 217.70 acre tract of land as
described in deed to Quail Valley Devco I, LLC, and recorded in Doc.# 201607571 of
the Official Public Records of Parker County, Texas (O.P.R.P.C.T.), and also being a
portion of a tract of land as described in deed to Walsh Ranches Limited Partnership,
having a General Partner named Walsh North Star Company, a Texas corporation, as
recorded in Volume 1699, Page 1765, of the Deed Records of Parker County, Texas
(D.R.P.C.T.), and being more particularly described as follows:
COMMENCING at a 5/8 inch iron rod found with a plastic cap stamped "Dunaway
Assoc. LP" at the north most northwest corner of Tract 1, from which a 5/8 inch iron rod
found with a plastic cap stamped "Dunaway Assoc. LP" at an inner ell corner located at
the northwest corner of Tract 1 bears, South 00 degrees 22 minutes 50 seconds East, a
distance of 594.83 feet;
THENCE, South 78 degrees 49 minutes 24 seconds East, departing the north most
northwest corner of said Tract 1, a distance of 3143.36 feet to a 5/8 inch iron rod set
with plastic cap stamped "Huitt-Zollars" for the POINT OF BEGINNING;
THENCE, North 75 degrees 40 minutes 10 seconds East, a distance of 65.55 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, South 82 degrees 13 minutes 55 seconds East, a distance of 83.95 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, South 89 degrees 06 minutes 20 seconds East, a distance of 33.80 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, South 26 degrees 46 minutes 23 seconds East, passing at a distance of
Page 12 of 14
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EXHIBIT"A"
9.08 feet, the easterly line of said Tract 1, continuing in all a total distance of 35.17 feet
to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, over and across said Walsh Ranches Limited Partnership tract the following
courses:
South 04 degrees 13 minutes 58 seconds West, a distance of 85.82 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 09 degrees 37 minutes 27 seconds East, a distance of 75.93 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
South, a distance of 50.40 feet to a 5/8 inch iron rod set with plastic cap
stamped "Huitt-Zollars";
South 60 degrees 27 minutes 49 seconds East, a distance of 23.23 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 01 degree 49 minutes 55 seconds West, a distance of 35.98 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 65 degrees 39 minutes 52 seconds West, a distance of 21.56 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 00 degrees 16 minutes 39 seconds West, a distance of 84.75 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 35 degrees 19 minutes 12 seconds West, a distance of 109.35 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 77 degrees 14 minutes 12 seconds West, passing at a distance of 11.16
feet, the easterly line of said Tract 1, continuing in all a total distance 45.74 feet
to a 5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE, over and across said Tract 1 the following courses:
North 05 degrees 10 minutes 18 seconds West, a distance of 40.08 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 01 degree 25 minutes 39 seconds East, a distance of 72.52 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 15 degrees 38 minutes 41 seconds West, a distance of 102.38 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
Page 13 of 14
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EXHIBIT"A"
North 40 degrees 22 minutes 17 seconds West, a distance of 163.62 feet to a
5/8 inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 50 degrees 20 minutes 16 seconds East, a distance of 47.58 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 07 degrees 51 minutes 44 seconds East, a distance of 42.68 feet to a 5/8
inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 01 degree 03 minutes 51 seconds West, a distance of 49.75 feet to the
POINT OF BEGINNING and CONTAINING 1.673 Acres of land, more or less.
BEARINGS ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM,
NORTH CENTRAL ZONE (4202) NORTH AMERICAN DATUM 1983 (2011).
For Huitt-Zol ars, Inc.
OF TFC
. ....
ERC HOUDY
862
FESS'(.'O�
SU R\A-
Eric J. Yahoudy
Registered Professional Land Surveyor
Texas Registration No. 4862
Huitt-Zollars, Inc.
Firm Registration No. 10025600
1717 McKinney Ave., Suite1400
Dallas, Texas 75202-1236
Tel. 214-871-3311
Certification Date: October 31, 2016
Page 14 of 14
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W
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EXHIBIT"B"
POND CROSS SECTION VIEW
N.T.S.
880 880
N
875 875
870 870
865 865
860 860
-Ell
0+00 0+50 1+00 1+50 2+00
t#1
LLJ
F—
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EXHIBIT"B"
POND CROSS SECTION VIEW
N.T.S.
845 845
840 840
100 YFAR WSEL
835.51
835 835
830 830
$$ as
Nei
4 4 �O
0+00 0+50 1+00
W
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EXHIBIT"B"
POND CROSS SECTION VIEW
N.T.S.
880 B80
All) Ilf
875 875
870 870
00-Y R V SEL
865 865
860 B60
00 bb obi amf obi vi a A
V Y h u 0 0 0 0
bo] bm o]W 41b
0+00 0+50 1+00 1+50 2+00 2+50
A� +til`
EXHIBIT"B"
I r 1
-pa ft SEE SHEET SO1.0=
FOR STRUCTURE PROFILE
d. CROSS SECB0N
III WATER
ESMT.
C ,
d —
/ \ A Y
L
M
_1 -
/
� �O�
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SR-
ETENTION PONCl
ESMT.
\40
I
1 ,
' /
1 ,- x' 11 \� , , � ,, '� •�__ �—
10
39
/
38
I 1 �// I � � III_ - _ I I I l � /-` ��( �.✓� � / � moi..
(1 i Iff�
855 855
PON 6
850 850
0
W .
'
FE SHEET 501 07 - - -
R.5CRUCTUR PROFILE _ 'PR PPSEO CROUNIO
845 _ CROSS SE TION
845
0700-}'EAR5EL 8+'.1'
SP.ILLWA'I (842,5')
RIFICE 2 TOP
840 'ORIFICE 2 iOTTOM (8+0.5') - _ 840
—ORIFICE 7 TOP (840.0')
ORIFICE I BOTTOM,(830. ') r�+ H
_I'
-'EXIST NC j6"RCP
835 - 835
SECTION A-A
EMERCENCISPILLWAY
- 0100 = 776.5 CFE
C= 308
-0+50 0+00 0+50 1+00 1+50 2+00 _'+50 3+00 3+50 4+00 ++50 5+00 V= 2.6_t FPS
H=0,96 {T
POND 6 PLAN& PROFILE
EXHIBIT"B"
POND CROSS SECTION VIEW
N.T.S.
855 855
850 850
845 845
0 — EAR, PISEL84 . 1'
840 840
Oo co co �r � o0
00 00 00
Co ca co 00 cc Cc Do
0+00 0+50 1+00 1+50 2+00 2+50
ti��
EXHIBIT"B"
0+31.77 0+36.20 0+43.00 0+53.00 0+63.00 0+73.00 0+83.00 0+98.00 1+13.00 1+23.00 1+33.00 1'+43.00 1+53.00 1+59.80 1+64.23
N O O O 00 00 O o0f O Of✓I 00 MIS O n0 O O O On 00 n"7 o Kf o� o Of0 00 O O
Yl N h NO H O -i Vs 21 Otp O^ W ^O b O tD O- X00 ^N O W7 O a0 ON Oh N h N h
O c O N tOt�o ctip �0 tM0 tOp �0 b h wtOo 1w h tOO 4 j h b l�[� � Vhf h co ND
b h tOp N t00( b03 imp 9 "1 16 t0
co co OW co0]W O) �� 00 dao WO m �� O W co 0)0] 07� OW W 4141 N co ��0]�0 °0 co M M
880 E-` �` ��4-�U- �L-1 IN- ti�U- �Q In I:It: lln �U-f_` U�
FI ISH G DE 0 TROL J INT UNO 7' REE60A D P OF 00 ING T P OF WALL
875
870 3 50' 30'-d"
00 vR W.S.E L 868.0 _ OP OF DA ELEV. 8692
865 5 ILLWAY 866 6'
4.y I 4:
® i
860 6: 6: ORFICE 2 & 3 OTTOM 86215'
ORFICE 1 TOP 859 0'
855 ORFICE i OTTOM 857 0'
850 O N N
N
845
840
Ed W
O
0+00.00 0+10.00 0+20.00 0+30.00 0+40.00 0+50.00 0+60.00 0+70.00 0+80.00 0+90.00 0+100.00 0+110.00 0+120.00 0+130.00 0+140.00 0+150.00 0+160.00 0+170.00 0+180.00
BLOND 3C STRUCTURE PROFILE
U N.T.S.
�� �zl�2llL
+00.00
0+10.00 0+16.00 0+20.00 0+30.00 0+40.00 0+50.00 0460.00 0+70.00 0+80.00 0+90.00 1+04.00 1+10.00
hn Lon N �M) hO hO1 2O O)lry O Inpp o O O Oh 00 hO) Oh Ah n �n hn
NN NN N NW N.� 017 O �1W O o�0 O O O Orn O^ gM N r�10 N N NN NN
{p nj Oi Ci M•� �ri 4'1 ri Ori K ri K ri4) ri� Oi
bO OO b Ob OO O : 'a bto b hN O h O hh O� 0)^ Rl „j Of pj tp O� O)(p
WO O� O WO O4) 00 �O W� O �O O O OJN NW " �"o 'o �� �� 0]ip
880 ` U � "o L� U� �`� �` tiff ��
NISHRAD
875 --Z 11-Cr4TROL JOINS ' FREE60A D TOP OF FOOTING TOP 0 ALL
870
10'-0" 40'-0" 10'-0"
1 Y .7 TOP OF DAM ELEV. 869.25
865 4:1 SPILLWAY 867.0'
OR 7CE 2 TOP 864.0
860 N ORFICE 2 BOTTOM 862.0'
855 ORFICEi BOTTOM 859.0'
0
0
850 v
N
845
840
WW
�O
0+00.00 0+10.00 0+20.00 0+30.00 0+40.00 0+50.00 0+60.00 0+70.00 0+80.00 0+90.00 0+100.00 0+110.00
nc POND 4A STRUCTURE PROFILE
vN.T.S.
EXHIBIT"B"
EXISTING 66"RCP
CONSTRUCTION JOINT-
EXISTING H MWALL
a a a Q a
12"SLAB #5 ® 12" EWEF
BENTON TE WATERSTOP EARTH
SIDE
L TYPICAL CONSTRUCTION/CONTROL JOINT
EJ
EXPANSION JOINT FILLER
II
L I3'—O" 24'-0" I ( 9"DUMBELL
0..
o WITH CENTER EARTH
BULB WATERSTOP SIDE
--------------------------------------J TYPICAL EXPANSION JOINT
PLAN N.T.S.
EXISTING HEADWALL
CONTRACTOR TO VERIFY
1'-O" 1 '-0" 101-0.1 1'-O"
7TOP OF WALL EL. 834.0'
o EXISTING 66"RCP
N
o �— I —
TT� \ a
\ EXISTING 66"RCP BEYOND I I `ORIFICE OPENINGS
GRADE GRADE
————————————————————————————————————- o r--———————————
FRONT ELEVATION SECTION
�1 POND 4A OUTLET CONTROL STRUCTURE
N.T.S.
ff
EXHIBIT"B"
� I
I I
EXISTING 36"RCP
I I
EXISTING HEADWALL
12"SLAB #5 ® 12"EWEF
IL- --------------------------------------- -
I �
L--------------------------------------------J
2'-0" 30,_0"
2'-0"
PLAN
EXISTING HEADWALL
GC TO VERIFY
2'-0" 1'-0" 11'_0" 3'-0" 1'-0"
EXISTING 36"RCP BEYOND EXISTING 36"RCP
TOP OF WALL EL. 642. '
_ o
•i
- ORIFICES
I
2._0,. v
0
GRADE G ADE
--- ------------------------------------- [V I---- ------
FRONT ELEVATION SECT ON
I
POND 6A OUTLET CONTROL STRUCTURE
N.T.S.
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 8
Rev.05/14//2014
Exhibit "D"
Stormwater 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 Pond
Amount of silt in
and
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-
Ra
STORMWATER FACILITY MAINTENANCE AGREEMENT 9
Rev.05/14//2014
Condition of
filtrations stem
Berm or
Embankment
Settlement
Location of erosion
Evidence of
Animals
Evidence of Aquatic
life
Condition of
Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT 10
Rev.05/14//2014