HomeMy WebLinkAbout064749 - Construction-Related - Contract - PMB SWFW Dev Co LLC and Ventana Homeowner's AssociationDate Received: ��� ������ permit No.: SWFMA-25-0076
Time Received:
1:02 p.m.
c�ty se�retary No.: 64749
DRAINAGE CHANNEL
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 16th day of F e b rU a ry
2026, by and between PMB SWFW Dev Co LLC, a Texas limited liability company,
acting by and through K. Taylor Baird, its duly authorized Manager hereinafter referred to
as "Landowner", the Ventana Homeowner's Association, a Texas nonprofit corporation,
hereinafter referred to as "Association", and the City of Fort Worth, hereinafter referred to
as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as a
1.078 acres tract of land situated in S.A. & M.G.RR. CO. Survey, Abstract No.1903,
Tarrant County, Texas, and being a portion of that tract of land described to PMB SWFW
Dev Co LLC by deed recorded in D224176444, Official Public 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 Ventana West — Markum Ranch
Road, 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 Association, and their successors and
assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth,
Texas require that on-site Drainage Facilities be constructed and maintained on a portion
of the Property; and;
WHEREAS, the City requires that on-site Drainage Facilities ("Facility") as shown
on the Plan be constructed and adequately maintained by the Landowner, its successors
and assigns, including the Association, the location and dimensions of which is shown and
OFPICIAL RECORD I
DRAINAGE CHANNEL MAINTENANCE AGREEMENT CITY SECRETARY �
Rev. 03/01/2022 BN
FT. WORTH, TX
more particularly described by metes and bounds in the attached E�ibit "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 and Association, its successors and assigns, shall adequately
construct and maintain the on-site Drainage Facility ("Facility") at no expense
to the City of Fort Worth in accordance with the design specifications for the
Facility, attached as Exhibit "B", and the current standards then in force and
effect in the City of Fort Worth and with the Operations and Maintenance Plan
attached to this Agreement as E�ibit "C". The Drainage Facility includes all
pipes, channels or other conveyances built to convey storm water to the
facility, as well as all structures, improvements, and vegetation provided to
control the quantity and quality of the storm water. Adequate maintenance is
herein defined as good working condition so that these facilities are performing
their design functions. The Drainage Channel Structural Control Maintenance
Checklists, attached to this Agreement as EXhibit "D", are to be used to
establish what good working condition is acceptable to the City.
2. The Landowner and Association, its successors and assigns, shall inspect the
Facility and submit an inspection report to the City annually. The purpose of
the inspection is to ensure the safe and proper functioning of the Facility. The
inspection shall cover the entire Facility, berms, outlet structure, pond areas,
access roads, etc. Components of the Facility, which need maintenance or
replacement to perform their design function, shall be noted in the inspection
report along with the corrective actions to be taken.
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
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
and/or to respond to citizen complaints. The City shall provide the Landowner
and Association, its successors and assigns, copies of the inspection findings
and a directive to commence with the repairs if necessary.
4. In the event the Landowner and Association, its successors and assigns, fail to
maintain the Facility in good working condition acceptable to the City, the
City, its authorized agents and employees, may enter upon the Facility Property
and take whatever steps necessary to correct deficiencies identified in the
inspection report and to charge the costs of such repairs to the Landowner, its
successors and assigns. It is expressly understood and agreed that the City
is under no obligation to routinely maintain or repair said Facility, and in
no event shall this Agreement be construed to impose any such obligation
on the City, such obligation is Landowner's and Association's.
5. The Landowner and Association, its successors and assigns, will perform the
work necessary to keep the Facility in good working order as appropriate. In
the event the City pursuant to this Agreement, performs work of any nature, or
eXpends any funds in performance of said work for labor, use of equipment,
supplies, materials, and the like, the Landowner, its successors and assigns,
shall reimburse the City upon demand, within thirty (30) days of receipt thereof
for all actual costs incurred by the City hereunder. In the event that 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 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
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND
AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS
OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH
MIGHT ARISE, FROM THE FAILURE OF OWNER OR ANY FUTURE
OWNERS OF THE ABOVE FACILITY PROPERTY TO MAINTAIN
THE BED AND BANKS OF THE DRAINAGE CHANNEL IN
ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES
CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF
THE CHANNEL AND ITS BANKS, (2) SLOPE FAILURE OF THE
BANK OF THE CHANNEL, AND (3) AND FAILURE OF THE
CHANNEL AND ITS BANK TO OPERATE IN A MANNER
CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO
PERFORM ANY OF ITS DUTIES OR OBLIGATIONS HEREUNDER.
7. Landowner and Association covenants and agrees that no habitable building
shall be erected within the drainage channel outlined on Exhibit "A" but this
paragraph shall not preclude construction of other improvements within the
drainage channel, 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, and shall constitute a covenant running with the land, and shall be
binding on the Landowner, its administrators, executors, assigns, heirs and any
other successors in interests, including any property owners association.
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
EXe�utea tn�s 16th day of February
CITY OF FORT WORTH
f
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: ���� ������
Approved as to Form and Legality:
!V(,, iC�U`t.f'l� ��.K,fi�-!''�, �l
M. Kevin Anders, II (Feb 10, 2026 10:52:46 CST)
M. Kevin Anders, II
Assistant City Attorney
City Attorney's Office
Date: 02�� ��2026
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Jannette S. Goodall
City Secretary
Date: 02�� 7�2026
2026.
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 re uirements.
Kandice Merrick
Planning Manager
Date: 02/10/2026
QFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
DRAINAGE CHANNEL MAINTENANCE AGREEMENT .rJ
Rev. 03/01/2022 BN
STATE OF TEXAS
COUNTY OF TARRANT
This instrument was acknowledged before me on Febl'uary 16, 2026 by
Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
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Notary Public, State of Texas
�R Pv KATHLEEN BRAUFORU
r Natary Pu51ic
x�k STATE OF TEXAS
'� � NaYary I.D. 72147197
aF MY Camm. �p. Apr. i2, 2027
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
LANDOWNER
PMB SWFW Dev Co LLC
a Texas limited liability company
By: PMB SWFW Dev Co Manager LLC
a Texas limited liability company
its manager
�
By: K. Taylor Baird
Its: Manager
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared K. Taylor Baird , Manager, 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 PMB SWFW Dev Co Manager LLC, the manager of PMB SWFW Dev
Co LLC, a Texas limited liability company and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this
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DR,4INAGE CHANNEL MAINTENANCE AGREEMENT 7
Rev. 03/01/2022 BN
ASSOCIATION
Ventana Homewoner's Association
A Texas nonprofit corporation
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By: E. Peter Pincoffs III
Its: President
Date: Q� / �,� / ?Q Z�
STATE OF TEXAS
COUNTY OF DALLAS
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BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared E. Peter Pinchoffs III, President, 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 Ventana Homeowners Association, a Texas nonprofit corporation
(entity type) and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this
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DRAINAGE CHANNEL MAINTENANCE AGREEMENT 8
Rev. 03/01/2022 BN
ASSOCIATION
Ventana Homewoner's Association
A Texas nonprofit corporation
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By: K. Taylor Baird
Its: Vice President
Date: �� � l � / 28�7�'
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared K. Taylor Baird, Vice President, 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 Ventana Homeowners Association, a Texas nonprofit corporation and
in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this
of , 20 ��-2.
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DRAINAGE CHANNEL MAINTENANCE AGREEMENT C�
Rev. 03/01/2022 BN
AS OCIATION
Ve �na Ho e o er's Association
A as j�o r i�,�corporation
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B�: Matt Mildxen �
Its: Secretary
Date: �j � � � � / Z�7.�
STATE OF TEXAS
COUNTY OF DALLAS
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Texas, on this day personally appeared Matt Mildren, Secretary, 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 Ventana Homeowners Association, a Texas nonprofit corporation and in
the capacity therein stated.
GIVEN LJNDER MY HAND AND SEAL OF OFFICE this 1��
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DRAINAGE CHANNEL MAINTENANCE AGREEMENT � O
Rev. 03/01/2022 BN
EXHIBIT "A"
LEGAL DESCRIPTION
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 11
Rev. 03/01/2022 BN
EXHIBIT "A"
1.078-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 1.078 ACRES OF LAND SITUATED IN THE S.A. & M.G. RR. CO. SURVEY, ABSTRACT NO. 1903,
TARRANT COUNTY, TEXAS, AND BEING A PORTION OF THE REMAINDER OF A TRACT OF LAND DESCRIBED
TO PMB SWFW DEV CO LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D224176444, OFFICIAL
PUBLIC RECORDS, TARRANT COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND
BOUNDS AS FOLLOWS:
BEGINNING AT A POINT ON THE WESTERNMOST EASTERLY LINE OF A TRACT OF LAND DESCRIBED TO
HIGHLAND HOMES— DALLAS LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D224194263 OF SAID
OFFICIAL PUBLIC RECORDS, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING"
FOUND FOR THE WESTERNMOST NORTHWEST CORNER OF SAME TRACT BEARS NORTH 15°15'05" WEST,
A DISTANCE OF 660.53 FEET;
THENCE OVER AND ACROSS SAID PMB SWFW DEV CO TRACT, THE FOLLOWING COURSES AND
DISTANCES:
SOUTH 52°20'S1" EAST, A DISTANCE OF 48.92 FEET TO THE BEGINNING OF A CURVE TO THE LEFT
HAVING A RADIUS OF 250.00 FEET AND A CHORD THAT BEARS SOUTH 61°18'33" EAST, 78.20
FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 17°55'23", AN ARC-DISTANCE
OF 78.20 FEET;
SOUTH 70°16'15" WEST, A DISTANCE OF 342.67 FEET TO THE BEGINNING OF A NON-TANGENT
CURVE TO THE LEFT HAVING A RADIUS OF 200.00 FEET AND A CHORD THAT BEARS
SOUTH 20°26'00" WEST, 100.01 FEET FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED
"UA SURVEYING" FOUND FOR THE NORTHWEST CORNER OF A TRACT OF LAND DESCRIBED TO
CND-PO 1 VENTANA LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D224191530 OF SAID
OFFICIAL PUBLIC RECORDS BEARS NORTH 16°38'S3" EAST, A DISTANCE OF 584.63 FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 28°57'26", AN ARC-DISTANCE
OF 101.08 FEET;
NORTH 70°16'15" WEST, A DISTANCE OF 341.44 FEET TO THE BEGINNING OF A CURVE TO THE
RIGHT HAVING A RADIUS OF 350.00 FEET AND A CHORD THAT BEARS NORTH 61°18'33" WEST,
109.04 FEET;
WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 17°55'23", AN ARC-DISTANCE
OF 109.49 FEET;
NORTH 52°20'S1" WEST, A DISTANCE OF 26.27 FEET TO SAID EASTERLY LINE;
THENCE NORTH 24°44'33" EAST, WITH SAID EASTERLY LINE, A DISTANCE OF 85.17 FEET TO THE
BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 575.00 FEET AND A CHORD THAT BEARS
NORTH 25°36'27" EAST, 17.36 FEET;
Page 1 of 3
EXHIBIT "A"
1.078-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
THENCE CONTINUING WITH SAID EASTERLY LINE AND WITH SAID CURVE TO THE RIGHT, THROUGH A
CENTRAL ANGLE OF 1°43'48", AN ARC-DISTANCE OF 17.36 FEET TO THE POINT OF BEGINNING AND
CONTAINING A CALCULATED AREA OF 1.078 ACRES (46,936 SQ. FEET) OF LAND.
�
Aaron C. �o-uvx��P.L.S.
Registered Professional Land Surveyor
Texas Registration No. 6702
LJA Surveying, Inc.
3017 West 7th Street, Suite 300
Fort Worth, Texas 76107
817-288-1900
TBPELS Firm No. 10194382
(Revised October 29, 2025)
July 9, 2025
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��AARON C. BROWN
�e�,;q.e.6702...v s...
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Page 2 of 3
CURVE
C1
C2
C3
C4
CENTRAL ANGLE
17°55'23„
28'57'26„
17'55'23"
1'43'48"
� LINE
� L1
� L2
� L3
� L4
� L5
RADIUS CHORD BEARING CHORD LENGTH
250.00' S61 ° 18'33"E 77.89'
200.00' S20'26'00"W 100.01'
350.00' N61'18'33"W 109.04'
575.00' N25'36'27"E 17.36'
BEARING DISTANCE �
S52'20'S1 "E 48.92' �
S70° 16' 15"E 342.67' �
N70' 16' 15"W 341.44' �
N52°20'51 "W 26.27' �
N24'44'33"E 85.17' �
ARC LENGTH
78.20'
101.08'
109.49'
17.36'
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KL LB BUY 5 LLC
C.C.# D224187768
O.P.R.T.C.T.
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LEGEND
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POINT OF /
BEGINNING� ��
1.078 ACRES�
(46,936 SQ. FEET)
HIGHLAND HOMES - DALLAS LLC
C.C.# D224194263
O.P.R.T.C.T.
• 5/8" CAPPED IRON ROD FOUND
STAMPED "LJA SURVEYING"
UNLESS OTHERWISE NOTED
C.C.# COUNTY CLERK FILE No.
O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS,
TARRANT COUNTY, TEXAS
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BEARING OF BEARINGS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM OF 1983, NORTH
CENTRAL ZONE, (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES
SHOWN ARE THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00012.
DATE: 07/09/2025 E X H I B I T �� A��
PAGE 3 DRWN BY: S.A.T. 1.078-ACRE STORM WATER FACILITY
3 CHKD BY: A.C.B. MAINTENANCE AGREEMENT
OF SITUATED IN THE S.A. & M.G. RR. C0. SURVEY, ABSTRACT No. 1903
PROJ N0. 0171 INTARRANTCOUNTY,TEXAS
(REMAINDER OF) �
PMB SWFW DEV CO LLC
C.C.# D224176444
O.P.R.T.C.T.
N89°27'37"E 1377.19'
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� CND-PO 1 VENTANA LLC
,�/ C.C.# D224191530
� O.P.R.T.C.T.
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(REVISED 10/29/2025)
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LJA Surveying, Inc. �J�
3017 West 7th Street Phone 817.288.1900
Suite 300
Fort Worth. Texas 76107 T.B.P.E.L.S. Firm No. 10194382
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 1 2
Rev. 03/01/2022 BN
- V C��TRO. �� �S
M�J
iNOL SHALL BE PROVIDEO IN ACCORDMICE WIiH CIiY OF
FORT�WORTH EROSIONUREGIILATI0N5L��
REsvorvsieiutt Fo irvsin�utiaN, RaUTirvE irvSPECTiOrv, nND MurvTEwwCE OF EROSiOry
ONTROL 5 eE oEFINEo A GNE� TO APPROPRIATE PERSON(5) PRIOR TO
COMMENCEMEMLOF ANY SOIL �ISTURBING ACTIVItt.
3. EROSION COMROL MEASURES MUST BE CONS�RUCTED AND NNCiIONAL BEFORE ANY
GRAOING OR LAN� DISTURBANCE TAKES GLACE.
4 TEMPORARY OR PERAIANENT SOIL STABILIZATION MUST BE APPIJE� TO P11 DENUDEO ARFlS
wrvEry FirvnL GRnDE i5 REnCNED Ory nrvv PORiiOry OF SrtE. TEMPOW.Rv SOiL STnBilIZAnOry
MUSi BE nPPLiED TO DiStuReEo nRFAS LEFf DORMnNT FOR ia pnv5.
5. IN THE EVENT THAT NEASURES BEING USED ARE DEEMED TO BE INEFFECiIVE BT CfIV
INSPECTORS, AD�ITIONAL AIEASURES OR CHANGES IN THE ORIGINAL PL4N MAY BE REOUIRE� BY
THE CIiY OG GORT WORTH.
6. ALL EROSION CONTROL �EVICES SHALL BE INSPECTED BV THE SRE FOREMPN ONLY, MIY
STRUCTureE o aMRo� oEvicE wHiCN i5 DnMnGED OR IrvOPERnTrvE wiLL BE REPaRED OR
REPIACED IMMEDIAtELY.
J. SANITARV FACILITIES SHALL BE PROVIDED ON THE SRE & REGULARLY SEINICE� AS
RECOMMENDE� BY THE SIIPPLIER. TRASH & OEBRIS SHALL BE STORE� IN COVERED BINS OR
ENCLOSURES
8 CONSiRUCiiCV �13AV�S/t%I:5 SHOULD BE LIMiiED AND PROiEGiiON GROVIDED i0
PREVENi iRACKINC 0: 5�1.5 O.V:O CIiY SiREEiS.
9. ftEMOVE SiLi OF SEDIMENTS fftOM S�REETS, CURBS, GUTfEFS, FLUMEq, HANpICAP ACCESS
HPS, CUFB INLEfS, SiORM DRNNS, PND PNY OTHEF PUBLIC DRAINAGE F CILITIES DNLY OF
AS ACWMULAiION OCCURS
10 EROSION CONiROL SHOULD BE EVAWAiED TO �ETERMINE THE EFFECTNENESS OF iHOSE
DEVICES 6Y THE GERSON ASSIGNED TO INSPECi EROSION CONiROL DEVICES, AND CHANGES
MnDE �F �ian55nRv_
- SOIL CKED ONTO PUBLIC ROADS SHPLL BE REMIWED �NLY If FEASIBLE, OF WHEN
VISIBLY ACCUMIUUTED SEDIMENT HAS BEEN DEPOSITED DISCHAFGED SEDIMENT SHALL BE
REMOVED AS SOON AS POSSiBLE
12 USING WASH WAiER i0 WASH SEDIMEM FROM SiREEiS i5 PROHIBIiED
t3- iOTnL DiSTURBED aCREnGE i5 23.8 nCRES
- EROSiON CONiROL MEnSURES Mnv ONLv BE PL/+CED iN fRONi OF iNLEiS, OR iN
CHPNNELS, DRAINAGE WAYS OF BOFFOW DITCHES AT RISK Oi CONTFACiOR_ CONTftACTOF SHPLL
REMAiN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES. INCWDiNG FLOODING DAFIAGE.
WHICH MAY OCCUR OUE i0 BLOCKED ORANAGE WA75 AND BORROW DRCHES IN iHE WORK
ZONE SHALL BE DREDGED OF qNv SEDA�ENi GENERAiED B+ iHE GROJECi OR DEPOSIiED AS A
RESULT OF EROS ON CONiROL MEASURES.
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THE ExSTENCE nND LOCniON OF nLL UNDERGROUND
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ASSlIMES ANY RESPON50Ltt FOR UTLTES PROR TO
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TO TAKE ANV PRECAUT ONARV MEASUFES TO PROTECT
ALL LINES SHOWN ANp/OR ANY OTHER UNOERGROUNp
UTILITIES NOT OF RECORD OR NOT SHOWN ON THE
PLANS
CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTiCAL
LOCATIONS OF All EXISi1NG UTILITIES PRIOR TO
CONSTRUCnoN
IMME�IATELY NOTIfY THE ENGINEER OF ANY
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DATE REVISION 9Y
EXISTIYG DRAINAGE
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DESIGN CRITERIA
1_ RATiONAL METHOD OF DESiGN.
2 DESIGN FREQUENCv
(A) CLOSED 5YSiEM - 5 vEAR
(B) CLOSED SYSTEM 100 YEAR
(G) OPEN GHANNEL 100 YEAR
0.013 FOR REINFORCED CONCRETE PIPE
� 015 FOR REINFORCED CONCRETE BOX
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anNFn_� iNreNsi�v FeoM cry oF
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I JJI � COEFFIqENTS
R ]CNTIAL A 5" C=0.6� I oo � 98
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LEGEND
NOiE- THE CONTRACTOR SHALL CONTACi THE FOLLOWING AT LEPST
48 HOURS PROR TO EXUVATNG IN iH15 AREA-
fORi wORiH wATER DEPPRTMENi l BiJ 392-44II �
AilAOS GAS 1 866 988-926� �
ONCOR ELECTRC 1 BIJ 355-J026 �
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ONLEi NUMBER
GROPOSED GROJECi LOC4TON
NOTES:
1. 1 E E S1E . OC 0 OF ALL UNDERGFOUND
UiILITIES 5 NI �V THE DRAWINGS WERE OBTAINED
FROM AVAIIi�B P CORDS AND ARE AGPROXIIAAiE
NETHER THL ' � DE E OPER NOR ENG NEER
55 ES -'� SBLT FOR ViLTES PROR i0
t t �� Cp C 0 SHPLL BE REOUIRED
TO TAKE A �. 0 EPSURES TO PROiECi
ALL LNES 5. D/0 OiHEF UNDERGROUND
UTILITIES NOT �F kECORD OR NOT SHOWN ON THE
PUNs
2. COrvTRnCTOP SNnLL vERFv HORZONinL nniD vERiiCaL
LOCATONS OF ALL E%SrNG UTLiES PROR TO
CousraUCroN
3 MMEDAiELr NOitt THE ENGNEER OF ANY
DSCREPANCES
4. SEE PPPROVED DFA NAGE STUDY DS 26 0093 FOR
COIAPLEiE DOWNSTREPM PSSESSMENT
5 VENTANA WESi W LL BE MA55 GRADED BEFORE
CONSiRUCiON BEC NS a5 SNOwN Bv irvE EKSiNC
WMOURS PER SECiON 4.5 OF THE SwPPP, FNnL
SiPBLZATON OF THE SOL WLL BE ACHEVED WTH
PERENNWL VEGATNE COVER OR GRASS &
UWDSCAGNG W LL BE UiLZED ON ALL AREAS OF
iHE WNSiRUCT ON SiE THAT ARE NOT COVERED 6v
PnvEMENi OF BULD G5.
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INTERSECTION OF LOLA ROAD & BANK w
ROAD- ELEV 8�836 �
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rHE Toa oF cuRe �ocaTEo oN THc
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SOUTHWEST CORNER OF THE
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NOTES
t iHE EKiSiENCE nniD LOCaiiON Of nLL UNDERGROUND
UTILIiIES SHOWN ON THE DRAWINGS WEkE OBTNNED
FROM AVAIIABLE FECORDS AND AFE PPPFOXIlAATE
NEITHER THE OWNER, OEVELOGER NOR ENGINEER
ASSUMES ANY RESGONSIBIIJiY FOR UiILITIES GRIOR i0
CONSiRUGiON_ iHE GONiRAGiOR SHPLL BE REQU RED
TO TPKE ANY PFECAVT ONPItY MEASUkES TO PROiECT
ALL LNES SHOWN PND/OF PNY OiHER UNDEFGFOUND
UTLiES NOT OF RECORp OR NOi SHOWN ON THE
PLANS
2 CONTRACiOR SHALL VERFY HOR ZONiAL AND VERiGL
LOCAi0N5 OF ALL E%STNG UiLiES PROR TO
WNSiRUGiION_
3 IMME�WTELY NOiIFY THE ENGINEER OF ANY
DISCREPANC ES
4. SEE nPPROVED DRn NnGE STUDv DS-2a-0093 FOR
WIAPLEiE DOWNSrREAM ASSESSMENT.
5 VENTANA WESi WILL BE MA55 GRADED BEFORE
('ANSiRUCiION BE61N5, AS SHOWN BY iHE E%ISiING
corvlouas aEa sEcrioN a s oF rHE swcaa. FiNn�
SinBiLiZniiON OF THE SOiL wiLL BE /+CNiEVED wiiH
PERENNPL VEGATVE CWER, OR GFA55 &
LPNDSCPP NG WLL BE UiLZED ON PLL PREAS OF
THE CONSiRUCiION SIiE THAT ARE NOT COVERED BY
PAVEMENi OF BU LD NGS
W�iGHTED GLWLAiION
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��A2 (029�090+018'Ofi�)/04� O81
SA1 (0 26'0 90+0 13'0 fi�)�0 39 0 82
SA2 (026•090+013'Ofi�)/039 082
6A (035'090+t 2t'0 fi])/1 56 0)2
t0A (OJ2�090+}83�06I)/415 Ofi9
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14A1 (0 41'0 90+D 2�'0 6�)/0 68 D 81
4B1 (029•090+069�O6I)/096 OJ4
22A1 (062•090+022WO6J)/084=084
22BI (053•090+020•O6J)/OJ3=084
22CI (052•090+019•O6))/OJt 084
22DI (040W090+OtaW06))/054 084
22E1 (0 64W0 90+0 19'O fi))/O B.i 0&S
25A1 (033�090+044WO61+009W030)/086=0)2
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^X^ IN SQUARE CUT ON AT THE BACK OF Q
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SOUTH SIDE OF LOLA ROAD Q
APPROXIMATELY 300 FEET WEST OF THE z
IMERSECTION OF LOL4 ROAD & BANK w
ROAD ELEV 8�636 �
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THE TOP OF CURB LOGATED ON THE
SOUTH SIDE OF PRADERA ROAD AT THE
SOUTHWEST CORNER OF THE
INTERSECTION OF PRADERA ROAD AND
MORADO ROAD ELEV 874 34
DATE RENSION BV
OVERALL ULTIMATE
DRAINAGE AREA MAP
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TARRANT COUNTY,TEXAS
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DESIGN� DIIPoUR
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/ 2. DESIGN FREQUENCY qiM05 GAS 1-866-988-926)
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(B) CLOSED SYSTEM - l00 YE4R FOai w0R1N iRnNSaORiniiON/PUBLiC wOkKS �-8iI-392-St00 O
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0��( �
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'9/ � � \ 23A1 UiILTIES SHOWN ON iHE DRAWINGS WERE OBTAINED
q93p \ FROM AVAUIBLE RECORDS AND ARE APGROXMAiE FIRST INLET WEST OF CHAPIN SCHOOL w
�
HUTH ANNE LANE NEiHER iHE OWNER DEVELOPER NOR ENGNEER ROAD. ELEV 800-16
\\ RF, / ��5 6 I � I� ASSUMES u�✓ RESPONSBLtt fOR ViLiES PROR i0 �
�� / �OA / \ i i �I -� CONSrftUCTON. THE CONTRACTOR SHALL BE REQUFED "X� IN SQUARE CUT ON AT THE BACK OF Q
a15 1 y 23A2 2 - TO TAKE ANY PREC4UTONARY MEASURES TO PROTECT THE TOP OF WRB LOCAiE� ON THE z
�\ /'� X� / \ � I ���^ � 23A ALL LNFS SHOWN AND�OR ANY OTHER UNDERGROUND
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� 3 IMERSECTION OF LOLA ROAD & BANK z
" \`�� / / �� � � I II I � a 2- CONTftACTOR SHALL VEkIFY HOkIZONTPL PND VERTICAL ROAD- ELEV 8�8-36 �
\\� , � � � I� I I I LOCAiIONS OF PLL E%ISiING UiILITIES PRIOR i0
� I
29 3a 33 CaNSTRUCTION -X" IN SQUARE CUT ON AT THE BACK OF
� � eoo I �L�r THE TOP OF CVRB LOCATED ON THE
� � I I SD2a 55 3 iuuEDiniE�r NonFr iHE ErvGwEER oF nNr SOUTH SIDE OF PRADERA ROAD AT THE
Z� � � DiSCREPnnipES-
56 I ` �� i' �C /� \ I I ,� SOUTHWEST CORNER OF THE
�P ' X �/ �/ \ \ y i I I I ��� � I-� M1 SEE APPROVED DRNNAGE STUDY DS-24-0093 i0F INTERSECTION OF PRADERA ROAD AND
I AI
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Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND
MAINTENANCE PLAN FOE SWALES AND DITCHES
The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility
is inspection.
General Maintenance Procedures
The structural and functional integrity of the facility or facilities described in `Bxhibit A" shall be
maintained at all times by removing and preventing drainage interference, obstructions, blockages,
or other adverse effects into or throughout of the entire facility.
Periodic silt removal shall occur when standing water conditions occur or the swale or ditch volume
is reduced by more than 10%. Silt shall be removed and the swale or ditch returned to original lines
and grades shown on the approved engineering plans. In addition, corrective measures are required
any time the facility does not drain completely within 72 hours of cessation of inflow.
**NO STANDING WATER IS ALLOWED in a facility designed to convey stormwater during ,
storm inflow, but to be maintained for dry purposes only.
Accumulated litter, sediment, and debris shall be removed and not exceed 6 months of accumulation
or as necessary to maintain proper operation of the facility or facilities. Disposal shall be in
accordance with federal, state and local regulations.
The facility or facilities as described in "Exhibit A" shall be mowed monthly at the minimum,
between the months of April and October or anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream outfall structure a wire mesh screen
or similar screening device shall be installed over or around the structure until final acceptance.
Preventive Maintenance and Insqection
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of all maintenance actions, and inspections. The log should document
the condition of the facility or facilities primary components, mowing, silt, litter and debris
removal dates.
• Written maintenance and repair records shall be maintained by the party or parties
signing the attached Agreement and shall be provided to the City upon request.
FORTWORTH
" EXHIBIT D"
STORMWATER SWALE AND DITCH FACILITY MAINTENANCE CHECKLIST
FREQUENT INSPECTION
Inspection Item:
Date:
Repairs Required:
Repairs Made:
Remove: Trash and
Debris
Remove: Grass
Clippings, Leaves, Etc.
MINOR INSPECTION:
Inspection Item:
Date:
Repairs Required:
Repairs Made:
Overall Condition of
Facility
Amount of Silt within
the Facility
Amount of Ponded
Water within the
Facility
MAJOR INSPECTION:
Inspection Item:
Evidence of Cracks or
Missing Concrete
within the Facility
Evidence of
subsidence around or
within the facility
Evidence of Roots,
shrubs, or trees
Infiltrating the Facility
o-�
Fort Warth
Stormwater
Management
Notes:
Notes:
Notes:
Date:
Repairs Required
Repairs Made:
F�RT��RTHo
City Secretary's Office
Contract Routing & Transmittal Slip
Contractor's Name: PMB SWFW Dev Co LLC
Subject of the Agreement: Drainage Channel Maintenance Agreement for new construction.
M&C Approved by the Council? * Yes ❑ No ❑✓
If �so, the M&C must be attached to the contract.
Is this an Amendment to an Existing contract? Yes ❑ No ❑✓
If �so, provide the original contract number and the amendment number.
Is the Contract "PermanenY'? *Yes 0 No ❑
If �unsure, see back page for permanent contract listing.
Is this entire contract Confidential? *Yes ❑ No ❑✓ If only specific information is
Confidential, please list what information is Confidential and the page it is located.
Effective Date: Expiration Date:
If different from the approval date. If applicable.
Is a 1295 Form required? * Yes ❑ No ❑✓
*If �so, please ensure it is attached to the approving M&C or attached to the contract.
Project Number: Ifapplicable. SWFMA-25-0076
*Did you include a Text field on the contract to add the City Secretary Contract (CSC)
number? Yes ❑✓ No ❑
Contracts need to be routed for CSO processin� in the followin� order:
1. Katherine Cenicola (Approver)
2. Jannette S. Goodall (Signer)
3. Allison Tidwell (Form Filler)
*Indicates the information is required and if the information is not provided, the contract will be
returned to the department.