HomeMy WebLinkAboutContract 58520 Date Received: 12/01/2022 Permit No.: SWFMA-22-0085
Time Received: 8:48 a.m. City Secretary No.: 58520
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 2nd day of December
20 22 , by and between ONML Villas at Eagle Ranch. LLC, acting by and through
Zachary W. Thompson, its duly authorized President, hereinafter referred to as
"Landowner", and the City of Fort Worth, hereinafter referred to as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as a
tract of land situated in the George S. Rall Survey, Abstract No. 1958, Tarrant county,
Texas, and in the Thomas Freeman Survey, Abstract No. 546, Tarrant County, Texas
according to the deed recorded in Document No. D221363870, Deed Records, Tarrant
County, Texas, hereinafter called the"Property".
WHEREAS, the Landowner is proceeding to build on and develop the Property
according to the Site Plan/Subdivision Plan known as Eagle Ranch, hereinafter called the
"Plan", which is expressly made a part hereof, as approved or to be approved by the City
and the Landowner provides for management of storm water within the confines of the
Property; and;
WHEREAS, the City and the Landowner, and their successors and assigns, agree
that the health, safety and welfare of the residents of the City of Fort Worth, Texas require
that on-site Stormwater Management Facilities be constructed and maintained on a portion
of the Property; and
WHEREAS, the City requires that on-site Stormwater Management Facilities
("Facility") as shown on the Plan be constructed and adequately maintained by the
OFFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY
Rev.03/01/2022 BN
FT.WORTH,TX
Landowner, its successors and assigns, the location and dimensions of which is shown and
more particularly described by metes and bounds in the attached Exhibit "A" ("Facility
Property"); and
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner, its successors and assigns, shall adequately construct and
maintain the on-site Stormwater Management Facility ("Facility") at no
expense to the City of Fort Worth in accordance with the design specifications
for the Facility, attached as Exhibit "B", and the current standards then in force
and effect in the City of Fort Worth and with the Operations and Maintenance
Plan attached to this Agreement as Exhibit "C". The Stormwater Facility
includes all pipes, channels or other conveyances built to convey Stormwater
to the facility, as well as all structures, improvements, and vegetation provided
to control the quantity and quality of the Stormwater. Adequate maintenance is
herein defined as good working condition so that these facilities are performing
their design functions. The Stormwater Structural Control Maintenance
Checklists, attached to this Agreement as Exhibit "D", are to be used to
establish what good working condition is acceptable to the City.
2. The Landowner, its successors and assigns, shall inspect the Facility and
submit an inspection report to the City annually. The purpose of the inspection
is to assure safe and proper functioning of the Facility. The inspection shall
cover the entire Facility, berms, outlet structure, pond areas, access roads, etc.
Components of the Facility, which need maintenance or replacement to
perform their design function, shall be noted in the inspection report along with
the corrective actions to be taken.
3. The Landowner, its successors and assigns, hereby grant permission to the
City, its authorized agents and employees, to enter upon the Property and to
inspect the Facility Property whenever the City deems necessary. The purpose
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev.03/01/2022 BN
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, its successors and assigns, fails to maintain the
Facility in good working condition as specified herein, the City, its authorized
agents and employees, may enter upon the Facility Property and take whatever
steps necessary to correct deficiencies identified in the inspection report and to
charge the costs of such repairs to the Landowner, its successors and assigns.
It is expressly understood and agreed that the City is under no obligation
to routinely maintain or repair said Facility, and in no event shall this
Agreement be construed to impose any such obligation on the City, such
obligation is Landowner's.
5. The Landowner, its successors and assigns, will perform the work necessary to
keep the Facility in good working order as appropriate. In the event the City
pursuant to this Agreement,performs work of any nature, or expends any funds
in performance of said work for labor, use of equipment, supplies, materials,
and the like, the Landowner, its successors and assigns, shall reimburse the
City upon demand, within thirty (30) days of receipt thereof for all actual costs
incurred by the City hereunder. In the event that Landowner or its successors
or assigns fail to pay the City for the costs incurred under this section, the City
shall impress a lien for the costs of such work upon other lots owned by the
Landowner. Such lien shall be perfected by filing in the office of the County
Clerk of Tarrant County, Texas an affidavit identifying the property to be
charged with such lien, stating the amount thereof, and making reference to
this Agreement.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE
AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev.03/01/2022 BN
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
ABOVE 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
TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS
HEREUNDER.
7. Landowner 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 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
on the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owner's association.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev.03/01/2022 BN
Executed this 2nd day of December 2022
CITY OF FORT WORTH LANDOWNER
ONML Villas at Eagle Ranch, LLC
a Texas Limited Liability Company
15An-A,BA
Dana Burghdoff( v 30,20 17:47 CST)
Dana Burghdoff By: Zachary . Thompson, President
Assistant City Manager
City of Fort Worth
Date: Nov 30, 2022 Date: 1
Approved as to Form and Legality:
Thomas Royce Hansen,
Assistant City Attorney II Contract Compliance Manager:
City Attorney's Office
By signing, I acknowledge that I am the
Date: Nov 30,2022 person responsible for the monitoring
and administration of this contract,
aq including ensuring all performance and
ooFOR
ATTEST: T °a reporting requirements.
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C�➢� EXAsoa� �
ette S.Goodall(Dec 1,202208: n
ST) a Matt Tilly�on behall'bf(Nov 30,202214:56 CS
Jannette S. Goodall Rebecca Owen
City Secretary Development Manager
Date: Dec 1,2022 Date: Nov 30,2022
OFFICIAL RECORD
CITY SECRETARY
FT.WORTH,TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 5
Rev.03/01/2022 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on NOV. 56"j aoaa by
Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
BROOKE BONNELL
sNotary Public.State of Tax&$
-,4 � Comm.Expires 10•11-2028 Notary Public, State of Texas
a,,,a„W Notary ID 134009525
LANDOWNER
STATE OF --ra a S §
COUNTY OF - V V M I §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
6 S , on this day personally appeared-Z a(,h (A),]: ompr C
(name), }orls( ( .1 tt- (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 a N M L VI l C a i C0 �io Lt M f',r/j entity), a
l Q ifQ entity type) and in the capacity therein
stated. C M
GIVEN UNDER MY HAND AND SEAL OF OFFICE this Z8 day
of 20 .
My osa issim tary Public, State of
atliff
My Commiasian Expires
12t1e�2oza
ID No 126642971
9�O
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev.03/01/2022 SN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT 7
Rev.03/01/2022 BN
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SHIELD
EXHIBIT fA "
STORM WA TER FA CILITYMAINTENANCEARE4(POND1)
65,293 SQ-PT OR 1.499 A CRES OFLAND
GEORGESRALL SURVEY,ABSTRACT1985
CITYOFFORT WORTH,
TARRANTCOUN7Y, TEXAS
BEING A TRACT OF LAND SITUATED IN THE GEORGE S.RALL SURVEY,ABSTRACT NUMBER 1985,CITY OF FORT WORTH,TARRANT COUNTY,
TEXAS,AND BEING A PORTION OF A CERTAIN TRACT OF LAND DESCRIBED BY DEED TO ONML VILLAS AT EAGLE RANCH,LLC,A TEXAS LIMITED
LIABILITY COMPANY,AND RECORDED IN INSTRUMENT NO.D221363870,OFFICIAL PUBLIC RECORDS TARRANT COUNTY,TEXAS,(OPRTCT)AND
BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
COMMENCING AT 1/2 INCH CAPPED IRON ROD FOUND MARKED"LANDES"FOR THE NORTHWEST CORNER OF THE SAID ONMLTRACT
AND BEING IN COMMON WITH THE SOUTHWEST CORNER OF LOT 7,BLOCK BB,THE RANCH AT EAGLE MOUNTAIN ADDITION,AN ADDITION TO
THE CITY OF FORT WORTH,TARRANT COUNTY,TEXAS,AS SHOWN ON PLAT THEREOF AND RECORDED IN INSTRUMENT NO.D204293283,
(OPRTCT)ALSO BEING IN THE EAST RIGHT OF WAY LINE OF LAKE COUNTRY DRIVE(A 80 FOOT RIGHT OF WAY);
THENCE SOUTH 00'30'20"EAST,WITH THE WEST LINE OF THE SAID ONML TRACT AND BEING IN COMMON WITH THE EAST RIGHT OF WAY LINE
OF THE SAID LAKE COUNTRY DRIVE,A DISTANCE OF 289.87 FEET TO THE POINT OF BEGINNING;
CA THENCE OVER AND ACROSS SAID ONML TRACT THE FOLLOWING COURSES AND DISTANCES:
o SOUTH 45°17'14"EAST,A DISTANCE OF 7.10 FEET TO A POINT FOR CORNER;
NORTH 89°55'53"EAST,A DISTANCE OF 75.56 FEET TO A POINT FOR CORNER;
NORTH 75°00'00"EAST,A DISTANCE OF 155.24 FEET TO A POINT FOR CORNER;
NORTH 89°55'53"EAST,A DISTANCE OF 70.85 FEET TO A POINT FOR CORNER;
w NORTH 83°03'46"EAST,A DISTANCE OF 257.60 FEET TO A POINT FOR CORNER;
o NORTH 06°56'20"WEST,A DISTANCE OF 110.00 FEET TO A POINT FOR CORNER;
m NORTH 83'03'40"EAST,A DISTANCE OF 48.10 FEET TO A POINT FOR CORNER;
z SOUTH 06°56'20"EAST,A DISTANCE OF 110.00 FEET TO A POINT FOR CORNER;
Ui z NORTH 83°03'40"EAST,A DISTANCE OF 54.51 FEET TO A POINT FOR CORNER;
a SOUTH 75`08'13"EAST,A DISTANCE OF 322.43 FEET TO A POINT FOR CORNER;
SOUTH 00°04'07"EAST,A DISTANCE OF 20.00 FEET TO A POINT FOR CORNER IN THE SOUTH LINE OF THE SAID ONML TRACT AND BEING
m IN COMMON WITH THE NORTH RIGHT OF WAY LINE OF ROBERTSON DRIVE(A 80 FOOT RIGHT OF WAY),FROM WHICH A 5/8 INCH
o CAPPED IRON ROD MARKED"GORRONDONA"FOUND BEARS NORTH 89'55'53"EAST,A DISTANCE OF 981.18 FEET;
w THENCE SOUTH 89°55'53"WEST,WITH THE SOUTH LINE OF THE AFORESAID ONML TRACT AND BEING IN COMMON WITH THE NORTH RIGHT
o OF WAY LINE OF THE SAID ROBERTSON ROAD,A DISTANCE OF 950.21 FEET TO A 5/8 INCH IRON ROD FOUND FOR THE INTERSECTION OF THE
i' NORTH RIGHT OF WAY LINE OF THE SAID ROBERTSON ROAD AND THE EAST RIGHT OF WAY LINE OF THE SAID LAKE COUNTRY DRIVE;
w
THENCE NORTHERLY WITH THE EAST RIGHT OF WAY LINE OF THE SAID LAKE COUNTRY DRIVE AND THE WEST LINE OF THE AFOREMENTIONED
ONML TRACT,THE FOLLOWING COURSES AND DISTANCES:
o NORTH 45°19'38"WEST,A DISTANCE OF 28.67 FEET TO A 5/8 INCH CAPPED IRON ROD MARKED"SHIELD ENGINEERING";
i NORTH 00"30'21"WEST,A DISTANCE OF 4.82 FEET TO THE POINT OF BEGINNING,AND CONTAINING 65,293 SQUARE FEET OR
1.499 ACRES OF LAND.
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NOTES:
I. EASEMENT DRAWING OF EVEN DATE ACCOMPANIES THIS LEGAL OF
DESCRIPTION. �p�'• S rE•��-�
2. BEARINGS REFERENCED TO THE TEXAS STATE PLANE COORDINATE C9•��C�
O SYSTEM, NORTH CENTRAL ZONE, NAD '83. ALL DISTANCES ARE Y$(
GROUND DISTANCES.
o ROBERT P. ALLEN
o .............
cq
;i o °po 6495 P�
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SHIELD v suRl,�-
ENGINEERING GROUP
ROBERT P.ALLEN
6 q R.P.L.S. No.6495
TBPE FIRM#F-11039•TBLS FIRM#10193890 DATED: 11-09-2022 SHEET I OF 3
1600 West 7th Street,Suite 400,Fort Worth,TX 76102 •817.810.0696
EXHIBIT 'A "
—� — — STORM WATERFACILI7 "NTENANCEAREA(FOArD
I LOT 7, BLOCK BB 65,293SQFTOR1.499ACRESOFI.AND
I THE RANCH AT
EAGLE MOUNTAIN CEORCESRALL SURVEY,ABSTRACT198,5
INST. No. D204293283 CI7YOFFORTWORTH,
O.P.R.T.C.T
— — — TARRA)VTCOUNTY,TEXAS
1/2 CIRF
"LANDES
POC
0 60 120
GRAPHIC SCALE IN FEET
I
F: I
Q 3 o N `t \4�`1 „ ONML VILLAS AT EAGLE RANCH, LLC,
\, A TEXAS LIMITED LIABILITY COMPANY Q
LL o- too' INST. No. D221363870 '
oF I o O.P.R.T.C.T.
o m VARIABLE WIDTH SWFMA L5 Z
mo I 65,293 SQUARE FEET L4 J
F OR 1.499 ACRES =
lJ POB L3 U
L14
PERMANENT SLOPE EASEMENT Q
— — — — L1 L2 CCf D212JO9835
IRS O.P.R.T.C.T.
/ 20'D.E., CC�D21T307677,
O
.P.R.T.C.T.
— — — 5/8 IRE— — — — — — — — R/GHT-OF-WAY ACQUISITION
— — — —
— — — — — — � — — — — — — — — — CC/02I2307618 — — — -
t40' O.P.R.T.C.T.
ROBERTSON DR LEGEND;
5—FOOT ELECTRIC EASEMENT (80'RIGHT-OF-WAY) POB POINT OF BEGINNING
VOLUME 3266, PAGE 524 POC POINT OF COMMENCING
D.R.T.C.T.
LINE TABLE LINE TABLE IRF IRON ROD FOUND
SWFMA STORM WATER FACILITY
LINE# BEARING LENGTH LINE# BEARING LENGTH MAINTENANCE AREA
L7 S45'1TI4"E 7.10' L8 SD6'56'20"E 110.00'
NOTES:
L2 N89'55'53"E 75.56' L9 N83'03'40"E 54.51' 1. LEGAL DESCRIPTION OF EVEN DATE
ACCOMPANIES THIS EASEMENT DRAWING.
SHIELD L3 N75'00'00"E 155.24' L10 575'08'13"E 32243'
2. BEARINGS REFERENCED TO THE TEAS
L4 N89'55'53"E 70.85' 1-11 S00'04'07"E 20,00' STATE PLANE COORDINATE SYSTEM,
NORTH CENTRAL ZONE,NAD'81 ALL
ENGINEERING GROUP LS N83'03'46"E 257.60' L12 S89'55'53'W 950,21' DISTANCES ARE GROUND DISTANCES.
L6 NDB-59'201N 110,00' 1 L13 N45'19'31'W 28.6T
L7 N83'03'40"E 48.10' L14 NOD'30'21'W 4.82'
TSPE FIRM#F-11039•TBLS FIRM#10193690 SHEET 2 OF 3
1600 West 7th Street,Suite 400,Fart Worth,TX 76102•817.810.0696
EXHIBIT 'A "
STORM WA TER FA CILTlY"NTENANCEAREA(POND If
I L7 65,293SQFT0R1.499ACRESOFL4ND
GEORGESRALL SURVEY,ABSTRACT-1985
=OFFORT WORTH,
TARRAN7COU=,,TEXAS
co
0 60 120
VARIABLE WIDTH SWFMA
65,293 SQUARE FEET GRAPHIC SCALE IN FEET
W L9 OR 1.499 ACRES
z ONML VILLAS AT EAGLE RANCH, LLC,
J L'O A TEXAS LIMITED LIABILITY COMPANY
= INST. T. 1 T6JB70
0.P.R.
� I
PERMANENT SLOPE EASEMENT
CCJ D212J07648 5/6 CIRF
L11 CORRONDONA'
20'D.f., CCIf0212307677, N 89'S5'S3'E 987.18'
O.P.R.T.C.T.
L12 RIGHT-OF-WAY ACQUISITION
— CCU0.021T.C.L 8— —
NOTES:
ROBGRTSONDR ACI. COMPANIES
PANIESDESCR PPS OF EVEN DATE
ACCOMPPNIES THIS EASEMENT DRAWING.
5—FOOT ELECTRIC EASEMENT (80'RIGHT-OF-WAY) 2. BEARINGS REFERENCED TO THE TEXAS
VOLUME J266, PACE 524 STATE PLANE COORDINATE SYSTEM,
D.R.T.C.T. NO DI RTH CENTRAL ZONE N '83.ALL
DISTANCES ARE GROUND DISTANCES.
LEGEND:
POB POINT OF BEGINNING
Poc POINT OF COMMENCING
LINE TABLE LINE TABLE 'lP'�15rfR �q
ro.
IRF IRON ROD FOUND LINE# BEARING LENGTH LINE# BEARING LENGTH
.....................
SWFMA STORM WATER FACILITY L1 S45'17'14"E 7.10' L8 S06'56'20"E 110.00• ROBERT P. ALLEN
MAINTENANCE AREA •••......... ....
1-2 N89'55'53"E 75.56' 19 NB3°03'4D'E S4.51' - 'O 6495
13 N75'00'00'E 155.24' L10 S75'08'13"E 3Z2.43' qy P101.°ESS 1,•y0
14 N89°55'53"E 70.85' Lll SM-114'01'E
SHIELD L5 N83'03'46'E 257.60' L12 S89'55'53'W 950.21' I w
ki L6 N06'56'20'W 110.00' 1 L13 N45'19'31'W 28.67' 1 ROBERT P.ALLEN
ENGINEERING GROUP L7 N83.03'40"E 48.10' 1 L14 NOD°3021'W 4.82 R.P.L.S.No.6495
DATED:11-09-2022
TBPE FIRM#F-11039-TEILS FIRM 910193890 .SHEET 3 OF 3
1600 West 7th Street,Sulle 400,Fort Worth,TX 76102•817.010.0696
EXHIBIT 'A "
STORM WA TER FA CILITYMAlATENANCEAREA(POND 2)
27135SQFTOR a 623ACRESOFL4ND
THOMASFREEMANSURVEY,ABSTRACT546
CITYOFFORT WORTH,
TARRANT COUNTY, TEXAS
BEING A TRACT OF LAND SITUATED IN THE THOMAS FREEMAN SURVEY,ABSTRACT NUMBER 546,CITY OF FORT WORTH,TARRANT COUNTY,
TEXAS,AND BEING A PORTION OF A CERTAIN TRACT OF LAND DESCRIBED BY DEED TO ONML VILLAS AT EAGLE RANCH,LLC,A TEXAS LIMITED
LIABILITY COMPANY,AND RECORDED IN INSTRUMENT NO.D221363870,OFFICIAL PUBLIC RECORDS TARRANT COUNTY,TEXAS,(OPRTCT)AND
BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
BEGINNING ATA5/8INCH CAPPED IRON ROD MARKED"GORRONDONA"FOUND FOR THE WESTERLY SOUTHWEST CORNER OF THE SAID
ONML TRACT AND BEING IN THE WEST LINE OF A CERTAIN TRACT OF LAND AS DESCRIBED BY DEED TO THE CITY OF FORT WORTH AND
RECORDED IN INSTRUMENT NO.D203412222,(OPRTCT),ALSO BEING IN THE NORTH RIGHT OF WAY LINE OF ROBERTSON ROAD(A 80 FOOT
RIGHT OF WAY);
THENCE SOUTH 89°55'53"WEST,WITH THE SOUTH LINE OF THE SAID ONML TRACT AND BEING IN COMMON WITH THE NORTH RIGHT OF WAY
LINE OF THE SAID ROBERTSON ROAD,A DISTANCE OF 182.93 FEET TO A POINT FOR CORNER;
THENCE OVER AND ACROSS SAID ONML TRACT THE FOLLOWING COURSES AND DISTANCES:
N NORTH 00°16'51"EAST,A DISTANCE OF 125.45 FEET TO A PC OF A CURVE TO LEFT,HAVING A RADIUS OF 525.00 FEET;
WITH SAID CURVE TO THE LEFT,HAVING A CENTRAL ANGLE OF 04-42-02",A CHORD BEARING AND DISTANCE OF NORTH 81°58'02"EAST,
o, A DISTANCE OF 43.06 FEET,AN ARC DISTANCE OF 43.07 FEET TO A POINT FOR CORNER;
_ NORTH 79°37'00"EAST,A DISTANCE OF 140.02 FEET TO THE PC OF A CURVE TO THE RIGHT,HAVING A RADIUS OF 107.41 FEET;
w WITH SAID CURVE TO THE RIGHT,HAVING A CENTRAL ANGLE OF 10°39'51",A CHORD BEARING AND DISTANCE OF
o NORTH 82'53'12"EAST,A DISTANCE OF 19.96 FEET,AN ARC DISTANCE OF 19.99 FEET TO A POINT FOR CORNER;
SOUTH 00°16'49"WEST,A DISTANCE OF 86.30 FEET TO A POINT FOR CORNER IN THE NORTH LINE OF THE SAID CITY OF FORT WORTH
TRACT,FROM WHICH A 5/8 INCH CAPPED IRON ROD MARKED"GORRONDONA"FOUND FOR THE NORTHEAST CORNER OF THE SAID CITY
OF FORT WORTH TRACT BEARS NORTH 89°51'39"WEST,A DISTANCE OF 82.37 FEET;
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THENCE WITH THE SAID CITY OF FORTH WORTH,THE FOLLOWING COURSES AND DISTANCES:
toSOUTH 89°51'39"WEST,A DISTANCE OF 17.63 FEET TO A 1/2 INCH CAPPED IRON ROD MARKED"LANDES"FOUND;
o SOUTH 00°09'24"EAST,A DISTANCE OF 72.62 FEET TO THE POINT OF BEGINNING,AND CONTAINING 27,135 SQUARE FEET OR
a 0.623 ACRES OF LAND.
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NOTES:
1. EASEMENT DRAWING OF EVEN DATE ACCOMPANIES THIS LEGAL �E OF TF
DESCRIPTION. �P.,• S Te••
2. BEARINGS REFERENCED TO THE TEXAS STATE PLANE COORDINATE (7•���i RFo•J'
O SYSTEM, NORTH CENTRAL ZONE, NAD '83. ALL DISTANCES ARE
GROUND DISTANCES. •
o ROBERT P. ALLEN
o .............
o r _ ,A 6495
W SHIELD ' ff jjr -�tioFfss,���o
0
ENGINEERING GROUP
ROBERT P.ALLEN
R.P.L.S. No.6495
TBPE FIRM#F-11039•TBLS FIRM#10193890 DATED: 11-09-2022 SHEET 1 OF 2
0 1600 West 7th Street,Suite 400,Fort Worth,TX 76102 • 817.810.0696
EXHIBIT 'A "
STORM WA TER FACILI7YMAINTENANCEARE4(POND 2)
27,135SQFTOR a623ACRESOFLAND
THOMASFREEMANSURVEY,ABSTRACT5 46
CI7YOFFORT WORTH,
TARRAIV7'COUN7Y,TEXAS
LINE TABLE
LINE# BEARING LENGTH I
L1 S89°55'53"W 162.93' I I 0 50 100
L2 NOO.16'51"E 125.45' 15' DE
oil! 0100I
L3 N79°3TOD"E 140.02'
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N 89°51'39"E 82.37'
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SLOPE EASEMENT L J 1
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0.P.R.T.C.T 1 CITY OF FORT WORTH, 1
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N — — — — — INST. No. D203412222
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ug RIGHT-OF-WAY ACQUISITION L PERMANENT
SLOPE EASEMENT 1
CC# 0212JO7618 POB
O.P.R.TC.T. f CCff D212JO7651 I
Z LEGEND: _ _ — L� — — O.P.R.TC.T
POB POINT OF BEGINNING — — — — — — — — — — — — — — — L—
POC POINT OF COMMENCING— — — ROBERTSON DR — —
o (80'RIGHT-OF-WAY)
IRF IRON ROD FOUND 5-FOOT ELECTRIC EASEMENT
N VOLUME 3266, PAGE 524
= SWFMA STORM WATER FACILITY D.R.T.C.T
Z MAINTENANCE AREA
of Nores: CURVE TABLE
1. LEGAL DESCRIPTION OF EVEN DATE
ACCOMPANIES THIS EASEMENT DRAWING. CURVE# LENGTH RADIUS DELTA CHORDBEARING CHORDLENGTH OF• T�
2. BEARINGS REFERENCED TO THE TEXAS C1 43.07' 525.00' 4*42'02" N81°58'02"E 43.06'
o STATE PLANE COORDINATE SYSTEM,
NORTH CENTRAL ZONE, NAD '83. ALL C2 19.99, 107.41' 10°39'51" N82°53'12"E 19.96'
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ENGINEERING GROUP
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ROBERT P.ALLEN
?3 TBPE FIRM#F-11039•TBL R.P.L.S.No.6495S FIRM#10193890 DATED: 11-09-2022 SHEET 2 OF 2
0 1600 West 7th Street,Suite 400,Fort Worth,TX 76102 •817.810.0696
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EXHIBIT B EROSION CONTROL PLAN
REVISIONS
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TYPICAL TEMPORARY FILTER PROFILE
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INSTALL 158 SY = — REMOVE 11,688 SF OF
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\ -OF ROCK RIPRAP - GROUTED ROCK RIP-RAP
- PROPOSED 12'X 10'OUTFALL
_', `STRUCTURE FLOWLINE ELEV
PROP 12'X 8'GRATE FLOWLINE BOTTOM EXISTING 8'X4'RCB
\\, EMERGENCY OUTFALL _ OF POND @ 1.60% FLOWLINE ELEV=769.3' _
FLOWLINE FLOWLINE
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10'AC CESS RAMP @�7:1 SLOPE OF POND -I
12'ACCESS RAMP @ 7:1 SLOPE ' 1' �@.59%
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DRAINAGE EASEMENT > ��
- — — — — -- - .. EXISTING HEADWALL
NO SAVED OR
PROPOSED TREES EXISTING WALL SHIELD
ARE WITHIN THE PROPOSED GROUND lN61N![lINO GROUP
MAINTAINED AREA ELEV=717.0'
W W W y y y W W W L W
PROPOSED IO'%B' W/100%CLOGGING=775.0-
GRATEDTOP O
TOP ELEV=T75.T. W w
y W 12 W 100 YR WSE=775.T � N
PROPOSED GROUND B' W O lOO zoo 300
5YR WSE=770.T
773.5' GRAPHIC SCALE IN FEET
W W 1YR WSE=772.6'
PROPOSED B'%4' y
CULVERT EXTENSTION .t W ELEV=T/2.0'
5 EAGLE RANCH
PROPOSED WING WALLS
,y I EXIST 24'RCP
RELOCATION
W BOTTOM ELEI/=769.ST EXHIBIT B DETENTION POND 1
OUTFALL STRUCTURE PLAN
N.T.s ATE: November 2022 1 OF 3
DETENTION POND 1
STORAGE VOLUMES CALCULATED USING AVERAGE END METHOD
1 2 3 4 5 6
Contour Surface Surface Average Delta Total Delta Accum.
Elevation Area Area Area Depth Depth Storage Storage
(ft) (ftA2) acres acres ft ft ao-ft) ao-ft
769 0.00 0.0000 - - - - -
770 939.41 0.0216 0.0108 1.00 1.0 0.01 0.011
771 1,579.25 0.0363 0.0289 1.00 2.00 0.03 0.040
772 2,807.72 0,0645 0.0504 1.00 3.00 0.05 0.090
773 4,372.44 0.1004 0.0824 1.00 4.00 0.08 0.172
774 6,040.56 0.1387 0.1195 1.00 5.00 0.12 0.292
775 7,622.22 0.1796 0.1591 1.00 6.00 0.16 0.451
776 9,867.68 0.2265 0.2031 1.00 7.00 0.20 0.654
POND 1
1 YR POND SUMMARY TABLE
INFLOW 102.00 cfs DETENTION POND 1
OUTFLOW 101.10 cfs STAGE DISCHARGE TABLE:
HMS PEAK ELEVATION= 772.60 ft PROP 100-YR
TOP OF BERM= 777.00 ft 1 2 3
FREEBOARD= 4,40 ft TOTAL TOTAL
MAX STORAGE= 0.10 ac-ft ELEVATION DEPTH DISCHARGE
(FT) (FT) (CFS)
POND 1 770.00 0.00 0.00
5 YR POND SUMMARY TABLE 771.00 1.00 46.20 SHIELD
INFLOW 147.90 cfs 775.70 5.70 259.60
OUTFLOW 141,90 cfs NOTE:RESULTS OBTAINED FROM HEC-HMS ENGINEERING GROUP
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HMS PEAK ELEVATION= 773.70 cfs
DETENTION POND 1
TOP OF BERM= 777.00 ft STAGE DISCHARGE TABLE:
FREEBOARD= 3.30 ft
MAX STORAGE= 0.20 ac-ft ULT 100-YR 100%CLOGGED
1 2 3
POND 1 TOTAL TOTAL
100 YR POND SUMMARY TABLE ELEVATION DEPTH DISCHARGE
(FT) (FT) (CFS
INFLOW 275.00 cfs 775.00 5.00 0.00
OUTFLOW 259.60 cfs 776.00 6.00 275.20
HMS PEAK ELEVATION= 775,70 cfs NOTE:RESULTS OBTAINED FROM HEC-HMS EAGLE RANCH
TOP OF BERM= 777.00 ft
FREEBOARD= 1.30 ft
MAX STORAGE= 0.50 ac-ft
EXHIBIT B POND 1 PLAN
ATE November 2022 2 OF 3
1019
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GRAPHIC SCALE IN FEET
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10'X B'GRATED TOP
FOR EMERGENCY SPILLWAY
100 YR WSE=775.7'
W/100%CLOGGING=776.0'
EXHIBIT B POND 1 DETAILS
EMERGENCY SPILLWAY
STRUC URE
ATE: November 2022 1 OF 2
COPYKIGHi 02021 BY SHIELD ENGINEERING GROUP PLLC. -11
_ PENSIONS
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- EXISTING-HEADWALL - -- - -- INSTALL 59 SY-- - — GRAPHIC SCALE IN FEET
EXISTING ROCK II OF ROCK RIPRAP
RIP RAP II II INSTALL 145 SY
EXISTING 8'X4'RCB II _II_ -OF ROCK EAGLE RANCH
FL=774.761' Il -
- - - -- -- - - x EXHIBIT B DETENTION POND 2
PLAN
ATE: November 2022 1 OF 2
VALLEY STORAGE
STORAGE VOLUMES CALCULATED USING AVERAGE END METHOD
1 2 3 4 5 6
Contour Surface Surface Average Delta Total Delta Accum.
Elevation Area Area Area Depth Depth Storage Storage
00 (ftA2) (acres) (acres) (ft) (ft) (ac-ft) (ac-ft)
774 0.00 0.0000
775 912.86 0.0210 0.010 1.00 1.0 0.01 0.01
776 8,779.58 0.2016 0.11 1.00 2.00 0.11 0.12
777 10.105.08 1 0.2320 0.22 1.00 3.00 0.22 0.34
778 11,452.48 0.2629 0.25 1.00 4.00 0.25 0.59
779 12,822.35 0.2944 0.28 1.00 5.00 0.28 0.86
780 14,261.95 0.3274 0.31 1.00 6.00 0.31 1.18
781 15761.78 0.3618 0.34 1.00 7.00 0.34 1.52
VALLEY STORAGE VALLEY STORAGE
1 YR POND SUMMARY TABLE STAGE DISCHARGE TABLE:
INFLOW 100.10 cfs PROP100-YR
1 2 3
OUTFLOW 90.70 cfs TOTAL TOTAL
HMS PEAK ELEVATION= 777,50 cfs ELEVATION DEPTH DISCHARGE
CRITICAL EVATION= 781.73 ft (FT) (FT) (CFS)
FREEBOARELD= 4.23 ft 774.00 0.00 0.00
MAX STORAGE= 0.50 ac-ft 775.00 1.00 3.00
776.00 2.00 28.40
VALLEYSTORAGE 777.00 3.00 67.6
780.20 6.201 246.1
5 YR POND SUMMARY TABLE NOTE:RESULTS OBTAINED FROM HEC-HMS
INFLOW 145.00 cfs SHIELD
OUTFLOW 132.10 cfs lNOIN!!lINO GROUP
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HMS PEAK ELEVATION= 778.30 cfs
CRITICAL ELEVATION= 781.73 ft
FREEBOARD= 3.43 ft
MAX STORAGE= 1 0.70 ac-ft
VALLEY STORAGE
100 YR POND SUMMARY TABLE
INFLOW 268.60 cfs
OUTFLOW 246.00 cfs EAGLE RANCH
HMS PEAK ELEVATION= 780.20 cfs
CRITICAL ELEVATION= 781.73 ft
FREEBOARD= 1.53 ft EXHIBIT B POND 2 PLAN
MAX STORAGE= 1.20 ac-ft
ATE: November 2022 2 OF 2
10193890
REVISIONS
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Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY
OPERATION AND MAINTENANCE PLAN
The only responsibility the City of Fort Worth has in the operation and maintenance of
this Facility is inspection.
General Maintenance Procedures
The structural and functional integrity of the Facility shall be maintained at all times by
removing and preventing drainage interference, obstructions, blockages, or other adverse
effects into,through, or out of the system.
Periodic silt removal shall occur when standing water conditions occur or the pond's
storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin
returned to original lines and grades shown on the approved engineering plans. In
addition, corrective measures are required any time a basin does not drain completely
within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in
basins designed for dry detention purposes.
Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary
to maintain proper operation of the basin. Disposal shall be in accordance with federal,
state and local regulations.
Detention facilities shall be mowed monthly between the months of April and October or
anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream storm sewer system a wire
mesh screen or similar screening device shall be installed over the outlet until final
acceptance.
4. PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log should
document the condition of the detention system's primary components, mowing,
and silt, litter and debris removal dates. Document aeration of the basin bottoms
and replanting to prevent the sealing of the basin bottom.
• Written maintenance and repair records shall be maintained by the party or
parties signing the attached Agreement and shall be provided to the City upon
request.
STORMWATER FACILITY MAINTENANCE AGREEMENT 8
Rev.03/01/2022 BN
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-Rap
Condition of filtration
system
STORMWATER FACILITY MAINTENANCE AGREEMENT 9
Rev.03/01/2022 BN
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT 10
Rev.03/01/2022 BN