HomeMy WebLinkAboutContract 63643Date Received: 07/11 /2025 Permit No.: SWFMA-25-0005
Time Received: 1 :14 p.m. City Secretary No.: 63643
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 1 oth day of July
2025, by and between Columbia Renaissance Sauare III, LP, a Texas limited partnership
acting by and through Carmen Chubb, 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 J. Justice Survey, Abstract No. 859, being a portion of Lot 3R-
2, Block 1, Masonic Home and School Addition, Tarrant County, Texas and being a
portion of Tract 2, as recorded in deed recorded in Document No. , 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 Renaissance HeiAts Phase III,
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 ensure the safe and proper functioning of the Facility. The inspection
shall cover the entire Facility, berms, outlet structure, pond areas, access roads,
etc. Components of the Facility, which need maintenance or replacement to
perform their design function, shall be noted in the inspection report along with
the corrective actions to be taken.
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, fail 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 FACILITY PROPERTY TO MAINTAIN THE FACILITY,
INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF
THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS
BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3)
FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A
MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA
TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS
HEREUNDER.
7. Landowner covenants and agrees that no habitable building shall be erected
within the boundaries of the Property in which the Facility is located as
outlined on Exhibit "A" but this paragraph shall not preclude construction of
other improvements within the boundaries of the Property in which the Facility
is located, which do not impede drainage. Landowner covenants and agrees
that no habitable building shall be erected on the above property abutting such
boundaries of the Property in which is Facility is located, which shall have a
finished floor at an elevation less than two feet above the maximum depth of
water in the detention pond which would occur during a 100-year frequency
flood.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, shall constitute a covenant running with the land, and shall be binding
on the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owner's association.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
Executed this 1 Oth day of July
CITY OF FORT WORTH
C>�\
Jesica McEachem
Assistant City Manager
City of Fort Worth
Date: 07/10/2025
Approved as to Form and Legality:
R. kevi� Aw(as, l/
M. Kevin Anders, II (Jul 10, 2025 12:55 CDT)
M. Kevin Anders, II
City Assistant Attorney City
Attorney's Office
Date: 07/10/2025
ATTEST: p FFORT°hoo,
d
Jannette Goodall
aaan���As44
Jannette S. Goodall
City Secretary
Date: 07/11 /2025
2025.
LANDOWNER
Columbia Renaissance Square III, LP
a Texas limited partnership
By: Columbia Renaissance Square III
Partners, LLC
a Georgia limited liability
company
s general partner
By: Carmen Chubb
Its: President
Date: July 10, 2025
Contract Compliance Manager:
By signing, I acknowledge that I am the
person responsible for the monitoring
and administration of this contract,
including ensuring all performance and
reporting requirements.
..®r1jFW,0
,j
Kandice Merrick
Planning Manager
Date: 07/10/2025
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 5
Rev. 03/01/2022 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on July 10th, 2025 by
Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
arPo * KATHLEEN BRADFORD
= Notary Public
STATE OF TEXAS
vie !!!��\ Notary I.D. 12197197
'Fov My Comm. Exp. Apr. 12, 2021
LANDOWNER
STATE OF C`"t" �� tl,
COUNTY OF(,t�l'I�r�
x-a6a'2P 8F�,td
Notary Public, State of Texas
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
on this day personally appeared Carmen Chubb
(name), President of the general partner (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 Columbia Renaissance Square III, LP (entity), a
a Texas limited partnership (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day
of !� IA�f , 2025
JotAllIi"'c,)� State of
Katrina H Lankford
NOTARY PUBLIC
Cobb County, GEORGIA
My Commission Expires 09/07/2026
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
EXHIBIT "A"
LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
MASON HEIGHTS ADDITION - LOT 3R-2, BLOCK 9
STORM WATER FACILITIES MAINTENANCE AGREEMENT
TRACT "A"
LAND DESCRIPTION
Being a tract of land situated in the J. Justice Survey, Abstract No. 859, City of Fort
Worth, Tarrant County, Texas and being a portion of Lot 3R-2, Block 1 of the Mason
Heights Addition, an addition to the City of Fort Worth as recorded in Document No.
D219205261 of the Plat Records, Tarrant County, Texas (P.R.T.C.T.) and being a
portion of that tract of land described as Tract 2 in instrument to FW Mason Heights,
L.P. as recorded under Document No. D207002963 of the Deed Records of Tarrant
County, Texas (D.R.T.C.T.), and being more particularly described as follows:
COMMENCING at a 1/2-inch iron rod found with plastic cap stamped "WAI" for the
common northwest corner of said Lot 3R-2 and a southwesterly corner of Lot 14R-2,
Block 1 of the final plat of The Shoppes At Renaissance Square Addition, an addition to
the City of Fort Worth as recorded in Document No. D223203935 (P.R.T.C.T.);
THENCE North 89 degrees 18 minutes 38 seconds East, with the common north line of
said Lot 3R-2 and the south line of said Lot 14R-2, a distance of 86.88 feet to a 5/8-inch
iron rod set with plastic cap stamped "Huitt-Zollars" for the POINT OF BEGINNING of
the herein described tract;
THENCE North 89 degrees 18 minutes 38 seconds East, continuing with said common
line, a distance of 612.29 feet to a point for a common northerly corner of said Lot 3R-2
and a southwesterly corner of Lot 15R, Block 1 of The Shoppes At Renaissance Square
Addition, an addition to the City of Fort Worth as recorded in Document No.
D212137513 (P.R.T.C.T.), from which a 5/8-inch iron rod found with plastic cap
stamped "WAI" bears South 16 degrees 48 minutes 06 seconds East, a distance of 0.27
feet;
THENCE South 00 degrees 38 minutes 54 seconds East, departing said common line
and with a common easterly line of said Lot 3R-2 and a westerly line of said Lot 15R, a
distance of 43.51 feet to a 5/8-inch iron rod found with plastic cap stamped "Dunaway";
THENCE North 89 degrees 10 minutes 52 seconds East, departing said common line
and with a common northerly line of said Lot 3R-2 and a southerly line of said Lot 15R,
a distance of 463.93 feet to a point for the common northeast corner of said Lot 3R-2
and the northwest comer of Lot 3, Block 1 of the Mason Heights Addition, an addition to
the City of Fort Worth as recorded in Document No. D212201535 (P.R.T.C.T.), from
which a 1/2-inch iron rod found with plastic cap stamped "WAl" bears South 30 degrees
54 minutes 51 seconds East, a distance of 0.36 feet;
JASurvey\R305784.09 - Ren Heights IIi - Columbia Residential\05.11 Survey\10 CADD & BIM\10.20 Legal Descriptions\SWFMA_TRACTA-REV-
LGL.docx
Page 1 of 5
MASON HEIGHTS ADDITION - LOT 3R-2, BLOCK 9
STORM WATER FACILITIES MAINTENANCE AGREEMENT
TRACT "A"
THENCE South 09 degrees 50 minutes 14 seconds East, departing said common line
and with a common easterly line of said Lot 3R-2 and a westerly line of said Lot 3, a
distance of 40.50 feet to a 5/8-inch iron rod set with plastic cap stamped "Huitt-Zollars";
THENCE departing said common line and over and across said Lot 3R-2 the following
courses:
South 80 degrees 49 minutes 49 seconds West, a distance of 22.00 feet to a 5/8-
inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 49 degrees 28 minutes 26 seconds West, a distance of 10.16 feet to a 5/8-
inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 87 degrees 29 minutes 21 seconds West, a distance of 11.70 feet to a 5/8-
inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 55 degrees 32 minutes 16 seconds West, a distance of 17.37 feet to a 5/8-
inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 89 degrees 10 minutes 26 seconds West, a distance of 680.83 feet to a
5/8-inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 55 degrees 41 minutes 24 seconds West, a distance of 14.49 feet to a 5/8-
inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 89 degrees 10 minutes 30 seconds West, a distance of 73.56 feet to a 5/8-
inch iron rod set with plastic cap stamped "Huitt-Zollars";
South 00 degrees 10 minutes 01 seconds West, a distance of 134.27 feet to a
5/8-inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 89 degrees 54 minutes 32 seconds West, a distance of 246.99 feet to a
5/8-inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 77 degrees 14 minutes 27 seconds West, a distance of 45.02 feet to a 5/8-
inch iron rod set with plastic cap stamped "Huitt-Zollars";
North 00 degrees 13 minutes 11 seconds East, a distance of 183.68 feet to a
5/8-inch iron rod set with plastic cap stamped "Huitt-Zollars";
J:\Survey\R30S784.09 - Ren Heights III - Columbia Residential\05.11 Survey\10 CADD & BIM\10.20 legal Descriptions\SWFMA—TRACT A-REV-
LGL.docx
Page 2 of 5
MASON HEIGHTS ADDITION - LOT 3R-2, BLOCK 1
STORM WATER FACILITIES MAINTENANCE AGREEMENT
TRACT "A"
North 44 degrees 17 minutes 20 seconds East, a distance of 41.21 feet to
the POINT OF BEGINNING, and containing 113,776 square feet or 2.612 acres
of land, more or less.
Bearings are based on the State Plane Coordinate System, Texas North Central Zone
(4202), North American Datum 1983 (2011). All distances are surface values and can
be converted to grid values by dividing by the combined scale factor of 1.00012.
A plat of even survey date herewith accompanies this property description.
For Huitt-Z lIla c.
Mitchell S. Pillar
Registered Professional Land Surveyor
0-
Texas Registration No. 5491
Huitt-Zollars, Inc.
TBPELS Firm Registration No. 10025600
!;,7r= ELL �%........... z �
.
�
5430 LBJ Freeway, Suite 1500
<�� o4 .� �
Dallas, Texas 75240
(214) 871-3311
°-`� \' -.
pillara-.huitt-zollars.com Date: July 1, 2025
1:\Survey\R305784.09 - Ren Heights III - Columbia Residential\05.11 Survey\10 CADD & BIM\10.20 Legal Descriptions\SWFMA_TRACT A-REV-
LGL.docx
Page 3 of 5
LOT 14R-1,
BLOCK 1
1359
D R.I.C.T. IV AT[W
MRP FORN022T WORTH. L.L.C.
OOC 21
WATER LOT 14R-2, BLOCK 1 LOT 15R, BLOCK I
2VW—aTIUTY—
n034
EMMERT EASEMENT THE SHOPPES AT
THE SHOPPES AT
DO RENAISSANCE
IVVTMY—j p PRICY SQUARE ADDITION DETENTION RENAISSANCE
EASEMENT SQUARE ADDITION
i '" EVENT
DD0.0 12if 151VAUR DOC 4D?23203935 C.DZIMItill Z v
pRTCI EASEMENT P.R.T.C.T. PRICI DOC nD212137513
D=;D 1217"13 51 LIVID EBUFFER 99, P.R.T.C.T,
PRTCT i0iVU7.0TV DOC4 212176313
POINT OF WWATTRUPLITY EASEMENT ORTCT
10 UTILITY FASMENT IS 20'EtECTRIC
DOC,IO It." EASEMENT LVELECTMEASEMENT 10'ELECTRCEASELIEUT
BEGINNING V LANDSCAPE. BLUM EASEMENT OM,D211C.5016 p It I C T DOCV()2VMI070 DOCID210IMM
occ 'MtM�Is DOC ND71141635 P R T C T. DRTCT DOC VWIGM5541
I R S 'R ICI PHTCT I) R 7 0 1 516'IRF w/WAI CAP DRTCT
beat S 16'48'06"E,
— — — — — O.V
COMMENCING S 00'38'54" E
-t- I J.--L , , , -- -" - ---4� -
POINT OF N 89'1838" E .61 i29- —67
1/2'IRP wiWAI CAP 43
N 89*10'52R E IT
N 89*18'38" E a, IRF y
WIDIRRIN, ,CAP
86.88' IRS
N 44"W'20" E
S
41.21'
20r ELECTRIC EASEMEUT
IYEASELIENTANO --0 1 Rrs S 89* 10126" W I=,
RICHI-Of-WAY70 cl) IRS 7
(RICOR LECIRIC 00 DVEN M POSO 1) PRIVATE STORM WATER DATC
DELI ERYCO DOC - EASEMENT
STOWWATERFACILITY DOC S 55*41'24" W DRAILArc FACILITY
owp2o M EASEMENT
PRT C.V CN DOC 002122016M, MAINTENANCE
Df1`D`?0AV=40 w MANTE140" hGAOMENT 14.49' PRICT
000 9215147*1 AGREEMENT
OP RLT 0 T
S 89*10'30" W "TRACT A"
73.56' 113.776 SQ,�FT,
0 OPATC-T to 0 2.* 9VZA
OF
C:)
0 1 V UJI
0 zi w w
'T-
o
19 UTILITY U) (1)
E 11"11IT
ow 114. DOC PO MOMS LU LU
..........CI
....
0 w IRSL��.O- ........ z O'V IRS PRICT Z 3;
(L �gr -.1
4,
w 99, IRS
0 ......................
S401
6 N 77*14'27" W MASON HEIGHTS
0 STORM WATEiR
z ADDITION Opj-
45.02' FACILITY
ET
it
DOC 4132119205261
MAINTENANCE
AGREEMENT P.R.T.C.T.
IVCA!X?AENT MID
RlCtftF,WAY TO "TRACT N' LOT 3R-2, BLOCK I
ONCOR ELECIT&C 113,776 SQ. FT.
DELNE Y FW MASON HEIGHTS LP ForHu,tt-Zd I
M00%"a 2.612 AC. DOC #02070432963
DOC 002 CO 740---]
0 P RJ,Cr 0 R.T.C.T.
IV CAR 1.11,NT AND ELLCOAtCMIRIRLIFION (Tra412) LOWRIEMORE LANE
BCAff-OF-WAY TO LIN
ONCOR CO vCL B,.B",,12V1,7VCT.
41=TT 3. ---4 _ ,
DIAW RYCO DOC DRT Registered Profesvortal Land Surveyor
CT Texas Rogbilretw No. 5451 Iva
kU27005o0afi (RELEASE C� EASEMENT - - - - - - - - - - - - . . . . . . . .
DOC lom,06,)740 D11211036WORTCT)) Huid-Zollars, Inc.
0 100 200 OPRTCT�
TBPELS Firm Reg,strationt No. 10025600
— - - - - - - - - - - - - - - - - - - - - - - - - 5430 LBJ Frce*ay, Suito 1500
-L-OT I - - - - - - - - - - - - - - - - -- - - -♦
Dallas, Texas 75240
518" IRS wfH.Z CAP LOT 3R-2, BLOCK 1 (214)871-3311
LOT IRI. BLOCK I IT 3RA, BLOCK I ate: jU I
Tr' - it - - - - - S 89-48-25- W 484.21- Is oDm D ly 2025
S 89'48'26" W 300.01'
BASIS OF BEARING:
LEGEND EXHIBIT MAP Bearings are based on the Slate Plane Coordinate
HUM STORM WATER FACILITIES MAINTENANCE System, Texas North Central Zone (4202)Norh
5/8* IRON ROO FOUND MATH CAP I A American Datum 1983 (2011)
0 STAMPED "HUITT-ZOLLARS' IRF IrICIT. ZOLLARS AGREEMENT - "TRACT A"
UNLESS NOTED 01HERIMSE MASON HEIGHTS ADDITION, LOT 311-2, BLOCK 1 HZ PROJECT NO.: R305784.09
5/8- IRON ROD SET VAIH CAP 5430 LBJ Freeway. Suite 1500 2.612 ACRES
IRS 0 STAMPED "HUIIT-ZOLLARS" Dallas, Texas 75240-2675 J. Justice Survey, Abstract No. 859 DATE: July 1, 2025
UNLESS NOTED 01HER4ASE I r i
214,871.3311 TARRANT COUNTY, TEXAS
wSHEET
m.huitt-zollars,com 4 OF 5
DWG: JASurvey\R305784.09 - Ren Heights III - Columbia Residential\05.11 Survey\10 CADD & BIM\10.15 Mapping\Dwg\EX - Exhibits\Ren Heights 3—SWFMA-REV.dwg
LOT 14R-2, BLOCK 1 \ \ VEY
LOT 15R, BLOCK 1 5U�
THESWOPPESAT �UgT1GG Np g59
RENAISSANCE 9 i THE SHOPPES AT WATER EASEMENT �} , GT
SQUARE ADDITION 5 RENAISSANCE DO, `,01vT1513 (Z(�
EASDETEMENTNTION °1 P R T C T.
Ens{Lu+Tr DOC #D223203935 _ p M SQUARE ADDITION _
CL00O212118813 P.R.T.C.T. DOC#D212137513
PRTCT I 1
SlMOSCAPE BUFFER O O P.R.T.C.T. I4 UTILITY EAS£AIENT
DOC d0212118813 J DOC dD212f775f3 I 1VAL-MART ESTATE
20'ELECTRiC DRTCT \ \ / PItTCI / DOC d02120M635
EASEMENT 10 ELECIRH:EASEMENT tl/ V=REASEME"I DRTCT 1V CLEC1a:C EASkA'f,Nt
OOCW2f01095S8 id ELECTRICEASEMEtIT \\YC.l(33\\ ELECTRIC EASCAf£Ni p(1C d011019H558
DOG.0212,279T0 OOC pD2I2131513
DRTCT &•6"IRF wNlAI CAP DOC DRI C.7 Doc rA2r.171517 PR DaTci
DRTG.T \ \ PRTI L
Dons S 16'48'06' E,
— — — .— 0.27' — --- — -
- — — — —I — — — IPUTILITY EASEMENT — — — — .— _
9- — --- _ _ _
D212201535
—" — , — IW IRF w/WAI CAP
-- —' 43.51' -
- — — - 0 36• — — N 89°10'52" E 535.81' — --
N — _
\ \ E 463.93 . PRT,1 ��,., •.. , ..,
r 8` IRP wlDunaway CAP
la tR0.1TY EASEMENT
p p c+ OM tO212201535 20'ELECIRIC EASEMENT
YY®,®d®,so --- 989°10'26 W „ 013T 1 , „.680.83' IRS IRS PRTC.T �RTIFIZiC1T7P10
IRS 20 FLECTRMEASEIA FIT
IRS DOC donz127910 L4 L3 i L2
20 PRIVATE - C.T 20 PR VATE DRAINAC£ L5
DRNNAGE STORM WATER EASEMENT
EASEMENT D2-2201535
DOC ILD212201535 - FACILITY PIi TCT 1s'CASEA3CtITTOR `---
P FLT C T. U14VERGRDUND FAMT.5
MAINTENANCE TO SOUTHKESTERN DELL TELEPRONE CO
S 55°41'24° W AGREEMENT DOC #0212155A696, 0 R I C I o
S 55* "TRACT A' 10 ELECTRIC EASEMENT TO
�. _ 1S'EASEMEFIT A RIGHT-OFAVAY �'o ONCOR ELECTRIC DE.LVERY CO, LLC
113.776So.FT. 0ONCORELECTRICDELMRY P pDCtl021211di<0
COMPANY. LLC
W W 2.612 AC. DOCd0212174129 ORTCT
W W _ _ oRrcr
— TO
� Irk -1MASON HEIGHTS (LINE BEARING DISTANCE I
W UJ I\ I ILi 509°50'14'E 40.50' 1
z Z \ IL2 S 8OWS49' W 22.W I
ADDITION 1 J 1EMPORARY I0 S 49'2826' W 10.16' 1 MASON HEIGHTS
NRIM UNDEASEtd£NT N
DOC #D219205261 (Zj U I 00011,2161mm, IL4 S 87'2921' W 11.79 1 ' r ADDITION
P.R.T.C,T. Q , Q I PRTCi. \ ' 1.5 N55'32'16'W 17.37' ( DOC#D212201535
LOT 3R-2, BLOCK 1 zi P.R.T.C.T.
FYI MASON HEIGHTS LP 'MAG' Nail found in paw.0411 S 89'27'40" W 418.79' LOT 3, BLOCK 1
` UPLIFT EDUCATroN
DOC #0207002963 "-
0.R.T.CT. _4 DOC.02121%6968T DRTDOC 10 'CT7323
(Tract 2) I '1? DOC NM12174139
— — NEEDLE GRASS WAY — �' DRTCT
26'E1.'F.RGENCY ACCESS CASCMENT -- .n,.,
DOC e071618A21e,PR TCT
IV. IV PUDLIG (W — -- -- -- % m IU'j, 15' UTILITY EASEMENT
OPEN SPACE ry �- g n a DOC 10212201535
EASEMENT �I 1 "� PRTCT
D2/9205261 fNj b
PRrcT, o MASON HEIGHTS a m
_____________ LOWRIEMORE LANE ___ __________ y I ADDITION t ` nnimn y
'�6*r7 UgLIC ACCf55—EASEFEF4T O
r D216184248 ONCOR ELECTRIC EVAT
1 Docaozlaz3szel.vR.icT. P.R.T.QT.
DOCLI.C158542 ZI
OPRT.CT I
LOT 2132, BLOCK 1 mAOT3
O o o o o COLUMBW REf4116SANCE
SOVARE 1, L P
DOC OW 16138125
ONTO/
LEGEND
BASIS OF BEARING:
HU
EXHIBIT MAP
Bearings are based on the Slate Plane Coordinate
s/a" IRON Roo FOUND 1w11-1 CAP
STORM WATER FACILITIES MAINTENANCE
System, Texas North Central Zone (4202) North
IRF STAMPED "HUITT-ZOLLARS"
HO ZOLLARS
AGREEMENT •"TRACT A"
Amer can Datum 1983 (2011)
UNLESS NOTED OTHERMSE
MASON HEIGHTS ADDITION, LOT 313-2, BLOCK 1
H2 PROJECT NO.: R305784.09
IRON' ROD
5�
Sst
IRS O STAMPED"HUITTS ZOLLARS"
as, Texas 75240-2675
Dallas,
J. Justice Survey, Abstract No. 859
DATE: July 1, 2025
UNLESS NOTED OTHER'MSE
214,871.3311
TARRANT COUNTY, TEXAS
5
www.huitl•zollars.com
SHEET of
DWG: J:\Survey\R305784.09 - Ren Heights III - Columbia Residential\05.11 Survey\10 CADD & BIM\10.15 Mapping\Dwg\EX - Exhibits\Ren Heights 3_SWFMA-REV_SHT2.dwg
Deed Report
Deed Name: SWFMA-Tract A-REV2-CLSR
Starting Coordinates: Northing 0.00, Easting 0.00
Distance Units: Feet
Bearing Distance Description
N 89018'38" E 612.29 TPOB
S 00038154" E 43.51
N 89010152" E 463.93
S 09050'14" E 40.50
S 80049'49" W 22.00
S 49028126" W 10.16
S 87029121" W 11.70
N 55032'16" W 17.37
S 89010'26" W 680.83
S 55041'24" W 14.49
S 89010'30" W 73.56
S 00010101" W 134.27
N 89054132" W 246.99
N 77014127" W 45.02
N 00013'11" E 183.68
N 44017120" E 41.21
Ending Coordinates: Northing -0.00, Easting -0.00
Tue Jul 1 12:16:13 2025
Area: 113775.95 S.F., 2.6119 Acres
Total Perimeter Distance: 3253.80
Closure Error Distance: 0.00 Error Bearing: S 15`32'52" W
Closure Precision: 1 in 804963.1
Page 1 of 1
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
":Pot DS2 E44�ll ---
LEGEND
ZONE OF INFLUENCE DRAIWE BOUNaW DMOE
.7— TIME OF �&VMWN PATH
9AM Aa
x Alt
�STVIG EASEMENT
EXISTING STORM INWN LINE
T, v, FLOW PATH
<
PROPOSED PRWECr S�
ExSTwG INLET
Imm
fI
PRC`POSED STORM DUN LINE
A
PROPOSED INLET
v,
A F—
�q \
—DE ID
P!!- �S!—S,�,Itt DPAWCE ARE4 ACRECE
DaMNO CONTOUR WJOR (5-)
iylSTN0 CONTOUR MINOR (P)
PROPOSED
7 C, 42 COMMI? MAJOR (S
s
PROPOSED CONTOtE? MINOR (1)
DE —ON POND 52 LEM&SIVIS STORM DIWN SYSTEM FRED UNDER
'(K-2125)
CITY nLE NUMBER W-2210
Z. PROPOSED ZONNG- PCH-916. PLID
L
�t+ \^}.{,,,5 _____ j .�, �',Ir`Jl�',•" i „',""T -1 j7 �_��_.r=_.��_s_= - \"t•St� J1
0 120 240
20'
e
POND 4 iA
INN
--P -
65' WIDE DPAMGE '4-7* 'OWNER RENNSSWCE SQWE LLC
J, lsEMERr -
PROJECT SnE I" F3
PD`wm
OWNER� 94SON HEIGHTS LP
PROJECT 44 AMC
o
7
pof JEJ
r
. . . . . . . IT
15, urxny "a�
120' PRIVATE DUM
P6 12 X EASEM6W4
L
24" RCP
- �qtz
BASE r
A
D
Lc
v -
-d'
�7
7,
<
4—
L
jO,SS
j I
Ur 10 UnIfly !�11?117L of
HZPROJlEC1NO-- RM784DO
—1 411 U. 1.
15n 71°or HUITT EXHIBIT B - PROPOSED DRAINAGE AREA MAP ISSUE DATE. 1-26,2025
HZ ZOLLARS
RENAISSANCE HEIGHTS PHASE Ill COLUMBIA RESIDENTIAL
FMl%.,th Te 761024728
817.335 31� 2T57?lClFlESBYST
FDRTWOMTX76119
1718PEACHTREESTKET,SQlTEE1A
ATLANTA, GA KK9
DRANK BY
PEMEVIEDRY.
APPROVED BY,
SHEET —1 D, —4
Ne PTdxbw4n1wM1[aRYMnY Ma DrSTat< io�A2a CwnJmn<0.mNl I �� (Value QI I(mfoN
at0 !gees! (cellkknt'C'Value avert le(n
a-t an pfiJ Gn+reNal l@r 0een Srwa 1350 QH 53
tAvmarau<d Nees SJS n30 b I
IA-3 398 0.3S u+ImproveANew 356 030 b I
Pwd Yea 30!] nM 9] I I A3 3m nes rwtaramm'P' I 50
IA{ 16]t 0.H SQe<Y/Nealnn 938 090 99 I
Ikimwwetl Neu Pm nso b I
A5 ON nil 11 ea 99 1
Ifn My .µJ%Ocen Spar ]dH nH R
015 Ms1 ntl 1 rM Nea tb] ¢9) w I 59
OSOSI nE1 0.H I(aetwb+l.LMOo.n Sawe X7l QH 95 ( %
n9 M2 Sei OB] (UmmeN�gA ncenioxe 2t9 0.H 95 I �
1 S4een iv n99 58 1
rxanpsvwl I k uea aan aw I
I,raZZ,
� F I
1
A> �wnl � , •ranaaaeY/Ha.
5 kwyvx
( awn+ �Avr
4r.,.F Yr3Ma Sow
1 wnr/n wr n,o- I�.nn
�vrxlra « f/w.p.M
C Cexuwt r. IE
c Er.wewwwwr i
. Il,a r.�wrw. Yw
I rro a aw p.«
� rvarmrfotuExr
y
9 I M•ANw Ow I lit: EJr] a9t �,a ar
nn paavnaa..M Ms Sage,
(� FR x ♦OaY,•xMv
i ( •wena slys
bUe
1 cawP.p. T: mr N, o-t IR«e.r pa,r..
naex4p•« i Ifvr W,a owa.M wap,
g 1 aa.rwrre r. rN.o- 1 uY
F
,..-a.er.
I
I0.-alnage Io..Y Ana
PalMxloaseetRmd3(41Mews
[arpo0«Rv+MI
W,N IM°
I
Aae
CYatvr
ID-tlnrge Nea
v2IXx4 neMt4drufe Ma bslavl
Pure!(feerf-0eM
MCVetm:aoX4tfatleu
IS 5
I
1:00 4, DS D300
Negro Ivul
(xlAs3ent'CVdae
I Cwwnertal, SOAOPen3Pwe
(fn+parl
luul to <N
195 Ob 9i
Nea ID Iv.+l
l IE
0.M,0f (e�Mnncn lMV
'CVd>e
P62 30
(mM1 On7hd
3.91 Sbi
tvVNl (d+l Itl+l Itlal
983 1Q]b )I Ed
At SM
nfil
1 iklserove/Anw
168 030 H 1
z
I AI l�
n35 30
391 ST
I
;4,M
9b SH fl:0 d]t I
it en/enda�nss
Q4 Q90 9! I
Al 3.Q)
nfl6 SO
391 55]
983 303E fl9] i5_4a I
NI 358
0.0
�'�NlArta eau
�_ 030 H 1
N{ 1S]I
0.H 30
19t Sb1
9A 415fi Wt> IMN 1
Ad 83]
Of6
I tbM;m] D"
d3J ¢99 91 9]
As SMIL
Q011 0
1 30
391
t 58]
9tl 7.Ja ]0591 1�
983 J9J3 f 8351
At ti]1
OH
�in�eYad&•rut
Ob
NS ¢H
n_V
I UI prove/Mreu
Ponl Arta
0.a2 0]0 H
001 PSn 58
PNN-Oexlovm•nit4adwea MaPatMrlHetned
Remo G4+/atlons
(om memil, lQi0aenSawe
18N ¢b
6argrt Nea
P.newfff«ffneM n
meal(cvu MrYknlMnl
'('v3ae
Il 5
I1W O] OS QI00
RS M{]
0.]I
I Penl Ana
IS] 9] 99 9l
MAID Ives!
A 54
Ofl
Itr 1 UATri
� 56]
DNNI Itlsl Itlsl tlsi
9H 1910 38t2 1
OSMS nfi]
QH
I lvlsemv/Anat
� e2Pon D4naensnare
Qi5 030 b
¢®d 0.93 m 95 I
A3 3.55
N{ 1A]i
051 f0
0.H ]0
191 117
nel 11 1250 ii¢9 I
OS M3 S41
0.N
ICwnmerti S[10!lOttm Seatt
2�91 �m tt 9] I
1 m 16d1
0.31 IO
0]1 10
191 Sb]
391 S6]
991 Sb)
983 {1. 2] 1HH 1
EaAS
981 OA T I
983 I ]ill 1099f ]9339I
ptfLEHlAOYIIAEMa
wM Iw �
�.T
runt IVwrob' 1
I atesY'r. aau N, o-t I2«»J naw+ I
InwwWw.s N aw a.a..lm• I
I
,anM I
I [aw✓T. /a,w Imp/vR.ul
nrd.rxnAa,« r nR' wew� 1
1
1
1
, w9p� n,•
wdn R wape
awMtyA M
T 1] MAwpe
I� Ew t:p: fa,ew Gunn>,a R>
s�tt'e
Irr+uy,M ar ua YNrw
1 r++W. r. aaor M w3 I�au srmw
n�re.W3a�•r I Mr: Ovw CAumMRa•
µwSa
IwxN: ptiarwwraq
I Owavam r, a A., w 1
re.a.wawws 1 rvpl aw w... + 1
1
du4a.M I ereave'o9ment ) Pm3-0aretocmeM
hk1Ao/ Nola<.1 fPl+r oltlsl Neal>c.l SO?i n(tlal a2n
I vql I IN I lin I e� H93 Mlt.uC'-eenas 3wae we�tAttP�eldreWu3arr2 a21ahttP4ulu
I Pd3 1P]3 1014 IS]l IH4 F+IsaMDr:naie l.om Eutem ProoeM
I Po+049 E01i 3Rn tJa] d1591 total Ordle and 4'ltin pYnnaoa Matagteatlonlo+lsaM fon051
Men+lay,w« I Tay.aaa Nllpe
O.r Ia�wer_
Ixvm.
Irw wa
li.war ear
IfW
KrnswaT aw
Ifwre: aPa
I[wpe
im
Ia uu e
I« . f �rovw
rwRf Iv+gar ,.n
1 asa2a*/95 •a N.w I�aNwpr
• I rvMwvrrrt
«pa•.•M
i e..wpa T. el..w 1 bnu
man'ra+a+l I w
aw.vr
1 rr>,�ae.r aw ww.
/b„ Vaaw
m �Mfpw a, 0.w M eNe
kw
O..w..ar Jnrs.l
r9ad..4wa� FKrlr. mswa.«rw.l
TMw EJA 1
( e.eyan/ WtlY aw a Want.
vsan/
1 Cawww'r. Rwr w, wS 1 «faaw
pefprerawary 1 Me ra saw.lrw•
•f4w nnr t[anva'
iv,m+r� n«pwn.q
1 eewp.0 r. nw,o- 1
n.ew+resw« 1 ro .•e.. 1
fxwAr I
]ap Eie 1
fvdanm:
I 4waeer. aws a, wl Ip«� la wawa 1
n•awa� rrvw a.rawwrrw. I
a 1
V.wa+R f «pwnM
I9.aweAw« rvw
1 'AAd .r. ur aw arw..
� «I •t �w Fv..
Qw R w»
IM EM1
ifaww Ep.
UAw:
i(«w«aT
Redra+Av.� I Ms 4 wrws.rw
Ismpe<.•
µwsaa
I vpw � Ivy
a tawf•+r'r. m N, o- Ip«f n waw
]raa4.anAwq 1 Ilvs Wwvwu.3 3as., 1
rnrrr Dwa+.� 1]]y
Is+emyW
1 0•e.rm..a r. fw,w Iw�ea•
I
nM I
HOHUITT
ZOLLARS
SOD M 7th Shell, Stk, 309
Fa %',o Teaat 76102J728
817.335.3COO
wA'rJu].J�amm
Repnlwnmr
w 0.r
M-
Itaa,nlrPnML
• .par 1'w txw
� II
awt
�aqa>�r aol
Ala
t.r
A
l w�r,r I
��:eATn 1 r ..4aawerwl
Ja «s , fovea. Crw•ro+se Ew.l
�+YA:
R
( a•wwx! IfMr: �
a..a,.✓
slmr'
I
I
i .vp•e 9J ur w, o-1 1�1uR
I c.a+Rr.aT;
aN,w Ip« aw3w.l
n�.w� n.r 1 r � ca.,+,e rl..
n
1[�,
rn nrnwR.• I
.. k•9..
I �r�w��wr�w
I\'M-`ab� paw L,aarM
fy xaxArm
«P,wnM i
rn.+auwr: u> N,m I
I awAa«•i: ws N, w Ip ivsa i
andnwamul I wearms
I lap! 41 .+re
fw«rr I *•. w Mr �
n+a.ray.,w
M1W
sway
.wt>e �ew 1
I
I
wa•
� tr.. r [a
�xvr.« I
F� 1
VI�n'
M Y.wr•
I'r va.
I
1
]a ten.
Ir_er tx
Ek
i
siwe at wwt A
IS:�A
etm A I
IranrurT
I�wueMT
mrer, 1
�rempq« i r sNdwra.9m,r
w ISara.: nR
n.err]..« I * ]n
b
sva.c..n..>.sawe.l
Ilwtr
lsa.pn
IrPoq[ IX
IS4ra'
li
Isms
I wtmnh
ARww/ Ixprepe
vsep>Ra
vmv lar N
1 Cawprp/s` ew.w Ip« euww,
dwwaw •e2
rw.w I� ew rs.s,
waaw+Am« 1 r asa 4.n,Y n>.
1
Rw.rp.�l r .tt
Ov,n <auarb•
Ra•w+. m..LLmk tsar
I
.w ko-9ra
I vrw,y p«p ��
e«swr Sr. e•,w I
I
�m.
I�eau
Qaaww'r
p'«?rwM
o-,w .
maawr.W�wwe I
1 R.errv+w I
1 r au 3p.n •
1
I iaMr4. 'r
,.rw
nn ���
H2 PROJECTNO.: R. 57KC0
EXHIBIT B - DRAINAGE CALCULATIONS
ISSUE DATE J- R,H325
ORAVril BY.
RENAISSANCE HEIGHTS PHASE III
COLUMBIA RESIDENTIAL
RE gnUo By
APRWE00Y:
27571.10RES8Y ST
1718PEACMREESTREET,SVITE6
,I
2 4
FORTVIORTH,TXMI9
ATWRA,GA 30A
SHEET OF
T
I aim iapo3 Epai W156 3E2 1307 I -- -
I-
1 1PTA lf0,f4 513E 4500> I t09i 1139 I _ _ - _ - -.
KtA31 �M..ra�... �.•.•^r...r-.rr--�r.r..-...rr•..-..._..•�-.r...--•rr.-._._..•._--..r�
-
5mransxE.ErMlarr
-
/ CRENL4 £D[rolLL
_ fP:w3T0 �•„:
—I t
0.W1�NF.i£IOiiEub'II -
IIkf
f,v,
f ; .1<, 1•P� —, f ar, n ,:.l / Q 4 IQT`
Nam I Dn CnlfaN511 YMn:s xr+e nl Pe+l 1111 .3 aN`ErE+S If ylllllrH / �" 1 ..• _ ! .
'I \I A«a 111sf ,.I1f I Ib, I t-' bl ,MI1/01W .�
I wi3P 91 )I N61 WSEb I56 1E it ��.11 �I ��
I ttlnA }#61 )IN 4`A 93 9M 13D1 -_ � P
t_
r � i
—EI/D
EX/STN'G 6YA'ITOUR AN.ID.RlS) 6 2D AO !0
EX75(AYO LQ4TIX/RAhyp4ll) ` � J
T'RO'USEOCQ4TCURAGIQ4l5) DCALE-3'=iV
iFD�DSED CQY]CUR A1.WR717
-•••—•••— 7CAIF IYA7FRSURFACEUMTS
— - - — FRQ/fCTBW'lD4RY
9
Pa+S � 932c51usq (Nfcfxq TdM9
Pmf 5 Crrgmel
SSW:pa puiwq 71dM
Sign
5fusp
EaCr Once YnPcat OOervrgs A/ubp OWre
tail OncAvye
5"5¢ra19
Emerv1 )e'UDa RCP
OHNkghPW1TGN D—q
(kN tNitke)IttrckN)
(ch)
Ich) Ichl
1<bl
Id'ei IEA4U881(ttre kaa)
(cfsj
(cb)
(cbj
owll
0
D 0
0
W20
0000
o
0
0
"5
Woowl
4115
o o
zc6
6A15
o6s3
ton
6
7Ea
6100
owl
15
0 0
IS
6110
0107
701
0
701
fN05
OO15
]N
D 0
739
61)5
0331
1414
0
11 ]4
6110
00]0
11141
0 0
1041
U10
0555
2110
o
1A 10
8115
o,
120A
0 0
120E
6115
0956
JJ 69
0
1160
8120
Dlw
1165
0 0
1363
o".
0%
D
6125
U140
1195
0 D
195
6E55
1658
1913
o
,188
911
61]o
1.2
N26
0 0
626
6180
1351
5151
0
5]61
. 5
1519
1737
D 0
Ili]
6E65
2912
5095
D
13.1
8110
201]
I916
o 0
1610
6110
3505
WV
D
6161
6f15
2655
1910
0 0
1916
6115
1159
050]
D
0801
6150
JNI
N10
0 0
2016
8E60
1613
T120
0
]220
6A55
369J
2138
0 0
1138
Wps
5513
7010
0
7610
BE60
153i
2320
0 0
21N
6196
825E
1962
0
]962
Ee65
SIN
2l it
0 0
IJ 13
"o5
70)0
6131
D
6311
&l0
5911
21"
o 0
2197
6500
7605
m]]
0
1617
- 5
6676
2115
o D
2475
6505
6619
wOS
0
F005
w
6E60
7—
2551
0 0
255(
b510
91]I
94"
0111
AIB
8181
.2.
2626
o 0
2616
6515
9621
MI 22
16219
&9D
9052
2702
0 D
2]02
6510
Ii26]
C1I
il6?8
2)50I
.95
o7'
2'72
t65 o
29 J7
6115
1225]
f0211
91018
1)257
6500
05o5
1D]9]
t1729
Zd 42
nU
2259 0
Jsv —
S101
lo62
6s10
13131
toles
52651
6334E
6510
127o3
2962
4516 7063
11601
6515
13616
J151
5316 D0111
Jd062
12 PROJECT ra R3061d1 rA
HU1 T
=XHIBIT B • PROPOSED DETENTION POND CONDITIONS ISWEDATE
4-26,mi
H
ZOLLARS
` AW
RENAISSANCE HEIGHTS PHASE III
COLUMBIA RESIDENTIAL
FE WEYfl) BY
A�PFOtcMOVE D6Y
FWYKrfl T-76102-f715
61I315m
2757 AIOREMY St
IMPEACKREES7REET.50TEW
3 4
ovl hrl¢aWscm
FCRT NORM, Tx 76119
AT"AGA OYA
SliEET
o-
I
C01 POND SECTION A —A
NUT TO s
�,-E<E�.Evo � l'FREEE�Ro rE�E,._ES,o
_ � I
POND SECTION 8-8
02 NOT TO SCAlE
�+Ro �iJacr cEs
IOIYR ISSEL=4Yt&Fi
0-Cyl FT 51C]90-:596/C STR-f 5f FT
ELEy=64]0-5� E15' =c o
1 � OS FRFEEOML7 WSE 452Rf = 1 ( _
1' ._1i( � — T I,� ��a•,P�oTE�TIn•,
E[EY- E50 h> Ea'CEt:G 15ESTERN E>'CELS'PR
PFYI40RA�VAPlEO EO�IK
ElEV=650YJ
EMERGENCY SPILLWAY DETAIL SECTION C—C
0• NOT TO S
HOHUITT EXHIBIT B - DETENTION POND CROSS SECTIONS
ZOLLARS RENAISSANCE HEIGHTS PHASE III COLUMBIA RESIDENTIAL
50)'7l.71h 5'✓ee� fiat :90
Ft WATTere376IU4713
017.335KO) 2767 VGRESSY ST 1716 PEACRTREE STREET, SUITE 631
r,•�eh}a"ttm EMT YIORTN, T% 76119 ATLANTA,OA30309
H PRO.CTNO: 1.5057M.E9
ISSUE DATE Jwce afi, Il25
DRAWN SY
REVIEYIEOBY
APPROYO BY
SI{EET 4 o- 4
>>>>>>
�5
-----------------------
L
Renaissance Heights
Phase III
Fort Worth, Texas
yp
N m
0C
a
g
F,
�Z;
i
E4
lD
N.
IHMNMI MAM '�'Mjj
Illaq
gig I mmu
9 N
N CA q�
A
Fill . 70 A
Yl
j
pq , I
qUR
M 64
bNg gx�M pAg
51 M2
>>>>>>
Renaissance Heights
N m
Phase III S
Fort Worth, Texas
Sig
EXCESS SOCK MATFRLAL TO HE
DRAWN
IN AND TIED OFF TO STAKE AT
BOTH ENDS
FILTREXX&FILTER SOXX-
S'ED TO SUIT CGNDMNS
8 TO 113" TYPICAL
FLOW
2" X 2 ' X 35' WOODEN
STAKES PLACED 5' O.C, VA
NOTES:
1. ALL MATERIAL TO MEET FiLTREXX- SPECIFICATIONS.
2.
DITCH CHE)(X SHOULD BE USED IN AREAS THAT BRAIN 10 ACRES OR LESS.
3. SEDIMENT SHOULD BE RENDYED FROM BEHIND DTCHCHEXX- ONCE THE ACCUMULATED HEIGHT
HAS REACHED Y2 THE HEIGHT OF THE CHECK CAM.
4. DITCHCHEYLX' CAN BE DIRECT SEEDED AT THE TIME OF INSTALLATION.
5. CONTRACTOR IS REQUIRED TO BE A FILTREYX CERTIFIED INSTALLER.
FILTREXX DITCHEXX DETAIL
N.T.S.
JHP
HUITT
HZ ZOLLARS
U)
4-J
c-
m Ln
Z xru
u I
ro
Ln
.(n 0
ro LL
MA
C07.07
ju
uwn
2 7
N131i v
jam
gig
PPP 'J
MKS
i
ail
FED
9
4
2 2
8
0
m
O
am I
su
M—
pp9T
fig
50 1
1
m
>
erg-
--sL
My
of
It, 94;
F1
lu�
el
Cn
m
0
eX
DETENTION POND (4) CALCULATIONS Winkelmann
THE S..11- AT RENAISSANCE SMIAR-1.
FORT WORTH, TEAS
THE —PPE AT RENAISSANCE —ME - PH 2 aw " CT 1 015? OCE # 6476
C) >>>>>>
CD Renaissance Heights
Phase III
OrA.,
r
Fort rt Worth, Texas
00
S Ill's
�5
7—
+
7 --T
'F-L-65-4,ps! . . . cl
mo
�65
7 Sfk4;1i76 T4 UW '5
CONST W.TYPE '8- HDWL. '10 ROCK
RjP9AP
OC
T
'Flt
•A;MOU 'Vo 3C RCP
+ 'L
S'lk 8146.00 ST. LN. 5
11 T�'�4 11K. Box
WT
�- i- z
Z-3
> 111
cc
5
I C)
I.
4 -A
+
CA m 0
0 MATCH UNE ETA. 9+00
STORM PLAN & PROFILE (9) % —,j�-T W�T Q" Winkelmann
ISTM LN 5 0+00 to 9+00 & STM LN 61 T—A., C—M Asseelates, 1—
Nc —15 1 MASON HEIGHTS 1'..—T -- --N "O-� Ll,
FORT WORTH, TEXAS Dµ S. �75D,
PAVING, STORM AND LIGHTING TO SERVE MASON HEIGHTS o0610.4
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 9
Rev. 03/01/2022 BN
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT DATE REPAIRS
INSPECTION REQUIRED
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
pond
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
vegetation
Location of Erosion
Percent of vegetation
Condition of trash
guard
Location of Erosion
MAJOR
INSPECTIONS
Condition of
Stormwater Quality
Structure
Type of Stormwater
Quality Structure
Structure type and
Condition
Condition of Rip -Rap
Condition of filtration
system
REPAIRS NOTES
MADE
STORMWATER FACILITY MAINTENANCE AGREEMENT 10
Rev. 03/01/2022 BN
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
Signature: A .xis
Email: jannette.goodall@fortworthtexas.gov
STORMWATER FACILITY MAINTENANCE AGREEMENT 11
Rev. 03/01/2022 BN