HomeMy WebLinkAbout064802 - Construction-Related - Contract - PMB SWFW Dev Co LLC and Ventana Homeowner's AssociationDate Received:
Time Received:
3/2/2026
Permit No.: SWFMA-25-0077
7:15 a. fTl . City Secretary No.: 64802
DRAINAGE CHANNEL
MAINTENANCE AGREEMENT
26th Februa
THIS AGREEMENT, made and entered into this day of �,
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".
WTI'NESSETH
WHEREAS, the Landowner is the owner of certain real property described as a
0.085 acres tract and 0.521 acres tract of land situated in the S.A. & M.G.R.R. 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 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 — Orchard Wav,
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
OFFICIAL RECORD
DRAINAGE CHANNEL MAINTENANCE AGREEMENT .�
Rev. 03/01/2022 BN CITY SECRETARY
FT. WORTH, TX
successors and assigns, including the Association, the location and dimensions of which
more particularly described by metes and bounds in the attached Exhibits "A1 and
A2") 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 Exhibit "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 E�ibit "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 stebs 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-1 and
A-2" 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 26th aay of February
CITY OF FORT WORTH
:
Jesica McEachern
Assistant City Manager
City of Fort Worth
02/26/2026
Date:
Approved as to Form and Legality:
lV�,. �c�t�`l.�'!� ��.`Gfi�-l-'�, l(
M. Kevin Anders, II (Feb 19, 2026 14:47:12 CST)
M. Kevin Anders, II
Assistant City Attorney
City Attorney's Office
Date: 02�� 9�2026
ATTEST:
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Jannette S. Goodall
City Secretary
Date: �3�02�2�26
�nIl
p oF Fortr�aa
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aaa� IlEX 654qq�,
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 requirements.
Kandice Merrick
Planning Manager
Date: 02�� 9�2�26
�FFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
DRAINAGE CHANNEL MAINTENANCE AGREEMENT cJ
Rev. 03/01/2022 BN
STATE OF TEXAS
COUNTY OF TARRANT
This instrument was acknowledged before me on F2bfUa1'y ZC, 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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aF My Comm. ExP. APr. 72, 2927
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
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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DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7
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ASSOCIATION
Ventana Homewoner's Association
A Texas nonprofit corporation
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By: E. Peter Pincoffs III
Its: President
Date: �� /��, J ZQ 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 LJNDER 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
�
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
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DRAINAGE CHANNEL MAINTENANCE AGREEMENT 9
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OCIATION
Ve �na Ho
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B�: Matt Mil
Its: Secretary
ier's Association
corporation
Date: �j � � � � / ZQ�
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 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 L7NDER MY HAND AND SEAL OF OFFICE this l��
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DRAINAGE CHANNEL MAINTENANCE AGREEMENT � O
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EXHIBIT "A1 and A2"
LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 11 /17/2016
EXHIBIT "A-1"
0.085-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 0.085 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 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND (HEREINAFTER
REFERRED TO AS "CAPPED IRON ROD FOUND" FOR THE WEST COMMON 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 AND 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 CAPPED IRON ROD FOUND FOR THE SOUTHEAST CORNER OF SAID CND-PO 1 VENTANA TRACT
BEARS NORTH 89°27'37" EAST, A DISTANCE OF 905.00 FEET;
THENCE SOUTH 00°32'23" EAST, WITH THE WEST LINE OF SAID HIGHLAND HOMES TRACT, A DISTANCE
OF 75.00 FEET, FROM WHICH A CAPPED IRON ROD FOUND ON THE WESTERLY LINE OF SAME TRACT
BEARS SOUTH 00°32'23" EAST, A DISTANCE OF 205.00 FEET;
THENCE OVER AND ACROSS SAID PMB SWFW DEV CO TRACT, THE FOLLOWING COURSES AND
DISTANCES:
SOUTH 89°27'37" WEST, A DISTANCE OF 40.26 FEET TO THE BEGINNING OF A NON-TANGENT
CURVE TO THE LEFT HAVING A RADIUS OF 200.00 FEET AND A CHORD THAT BEARS
NORTH 05°17'19" EAST, 35.37 FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 10°08'49", AN ARC-DISTANCE
OF 35.37 FEET;
NORTH 00°12'S5" EAST, A DISTANCE OF 64.82 FEET;
NORTH 89°27'37" EAST, A DISTANCE OF 35.81 FEETTO THE WESTERLY LINE OF SAID CND-PO 1
VENTANA TRACT;
THENCE SOUTH 00°32'23" EAST, WITH SAID WESTERLY LINE, A DISTANCE OF 25.00 FEET TO THE POINT
OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.085 ACRES (3,684 SQ. FEET) OF LAND.
�
Aaron C.�.r�uu►�.P.L.S.
Registered Professional Land Surveyor
Texas Registration No. 6702
LJA Surveying, Inc.
3017 West 7t" Street, Suite 300
Fort Worth, Texas 76107
817-288-1900
TBPELS Firm No. 10194382
(Revised October 29, 2025)
May 13, 2025
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��AARON C. BROWN
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� CURVE
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� L1
� L2
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CENTRAL ANGLE RADIUS CHORD BEARING
1Q°08'49" 200.00' N05°17'19"E
BEARING DISTANCE � � LINE
SOa°32'23"E 75.00' � � L4
S89'27'37"W 40.26' � � L5
N00°12'55"E 64.82' �
(REMAINDER OF)
PMB SWFW DEV CO LLC
C.C.# D224176444
O.P.R.T.C.T.
HIGHLAND HOMES - DALLAS LLC
C.C.# D224194263
O.P.R.T.C.T.
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0 100 200
CND-PO 1 VENTANA LLC
C.C.# D224191530
SEE O.P.R.T.C.T.
DETAIL "A" POINT OF
/ BEGINNING
• N89°27'37"E 905.00' ��
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HIGHLAND HOMES - DALLAS LLC �
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O.P.R.T.C.T. �
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LEGEND
PMB SWFW DEV CO LLC
C.C.# D224176444
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
CHORD LENGTH ARC LENGTH
35.37' 35.42'
BEARING DISTANCE
N89°27'37"E 35.81'
S00'32'23"E 25.00'
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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.
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(REVISED 10/29/2025)
DATE: 05/13/2025 E X H I B I T ��!-� - 1�� ,
PAGE 2 DRWN BY: S.A.T. LJA Surveying, Inc. �J�
0.085-ACRE STORM WATER FACILITY 3017 West 7th Street Phone 817.288.1900
^/ CHKD BY: A.C.B. MAINTENANCE AGREEMENT Suite300
OF L SITUATED IN THE S.A. & M.G. RR. CO. SURVEY, ABSTRACT No. 1903 F011 WOrth, TexBS 76107 T.B.P.E.L.S. Firm No. 10194382
PROJ N0. 0171 INTARRANTCOUNTY,TEXAS
EXHIBIT "A-2"
0.521-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT
BEING 0.521 ACRES OF LAND SITUATED IN THE S.A. & M.G. RR. CO. SURVEY, ABSTRACT NO. 1903,
TARRANT COUNTY, TEXAS, AND BEING A PORTION OF THAT TRACT OF LAND DESCRIBED 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 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND (HEREINAFTER
REFERRED TO AS "CAPPED IRON ROD FOUND") FOR A REENTRANT CORNER ON THE SOUTHERLY LINE OF
A TRACT OF LAND DESCRIBED TO HIGHLAND HOMES — DALLAS LLC;
THENCE NORTH 89°27'37" EAST, WITH SAID SOUTHERLY LINE, A DISTANCE OF 915.00 FEET, FROM
WHICH A CAPPED IRON ROD FOUND FOR THE EASTERNMOST SOUTHEAST CORNER OF SAID HIGHLAND
HOMES TRACT BEARS NORTH 89°27'37" EAST, A DISTANCE OF 80.00 FEET AND FROM WHICH A CAPPED
IRON ROD FOUND FOR THE SOUTHWEST CORNER OF LOT 18, BLOCK 26, VENTANA PHASE 5A,
AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AS SHOWN BY PLAT
RECORDED IN COUNTY CLERK FILE NO. D221277917, PLAT RECORDS, TARRANT COUNTY, TEXAS BEARS
SOUTH 73°17'S1" EAST, A DISTANCE OF 399.97 FEET;
THENCE OVER AND ACROSS SAID PMB SWFW DEV CO TRACT, THE FOLLOWING COURSES AND
DISTANCES:
SOUTH 45°48'31" EAST, A DISTANCE OF 14.21 FEET TO THE BEGINNING OF A NON-TANGENT
CURVE TO THE LEFT HAVING A RADIUS OF 475.00 FEET AND A CHORD THAT BEARS
SOUTH 02°35'03" EAST, 15.01 FEET;
WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 01°48'38", AN ARC-DISTANCE
OF 15.01 FEET;
SOUTH 89°27'37" WEST, A DISTANCE OF 848.51 FEET TO THE BEGINNING OF A CURVE TO THE
RIGHT HAVING A RADIUS OF 250.00 FEET AND A CHORD THAT BEARS NORTH 82°45'09" WEST,
67.75 FEET;
WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 15°34'28", AN ARC-DISTANCE
OF 67.96 FEETTO THE EASTERLY LINE OF SAID HIGHLAND HOMES TRACT;
THENCE NORTH 00°32'23" WEST, WITH SAID EASTERLY LINE, A DISTANCE OF 5.82 FEET TO A CAPPED
IRON ROD FOUND;
THENCE NORTH 45°32'23" WEST, A DISTANCE OF 14.14 FEET TO THE POINT OF BEGINNING AND
CONTAINING A CALCULATED AREA OF 0.521 ACRES (22,676 SQ. FEET) OF LAND.
�
Aaron C. .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 28, 2025
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CURVE
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DELTA ANGLE I RADIUS I CHORD BEARING CHORD LENGTH
1'48'38" 475.Oa' S02'35'03"E 15.01'
15'34'28" 250.00' N82'45'09"W 67.75'
� LINE BEARING DISTANCE �
� L1 S45'48'31 "E 14.21' �
� L2 Na0°32'23"W 5.82' �
� L3 N45'32'23"W 14.14' �
� L4 S73° 17'S1 "E 399.97' �
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67.96' � ��
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HIGHLAND HOMES - � �
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C.C.# D224194263 / �
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(22,676 SQ. FEET) .
(REMAINDER OF)
PMB SWFW DEV CO LLC
C.C.# D224176444
O.P.R.T.C.T. APPROXIMATE
� 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
P.R.T.C.T. PLAT RECORDS,
TARRANT COUNTY, TEXAS
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: 07/28/2025 E X H I B I T " A- 2"
PAGE 2 DRWN BY: K.R.B. 0.521-ACRE STORM WATER FACILITY
2 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
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LJA Surveying, Inc.
3017 West 7th Street
Suite 300
Fort Worth. Texas 76107
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Phone 817.288.1900
T.B.P.E.L.S. Firm No. 10194382
EXHIBIT "B"
MADERO PHASE 10 CONSTRUCTION PLAN SHEETS:
• DRAINAGE AREA MAP
• STORM DRAIN PLAN & PROFILES
• SWALE PLAN & PROFILES
• GRADING PLAN
• STORM DRAIN DETAILS
• EROSION CONTROL PLAN
N�/ _% � � ��� u � ',�_ J'�' �� ;�; 1
'— i_ , ��I � (eroseaeREc�coNrena.) I I . � II \�I I � i. so� eaosoN allo sNorn u ooNTRourwcLwsaEcrioNlonNo�N nccoRoaNce wirH an oF ■jJ
EROSON COrviROL NOiES
� ��I I� GM 43 ,11I
%g f �a. -- �O B TO 6E CO�SiRULTED�� " o � ``� _� III� "I � CO�RO�PS�HOUL� BEFDEFGN �iA�N� AS MAiME1JANCE OF EROSION I r
� � I VENiPNA PARKWAY � \ � �� 30MMEROSONNOONiROL E�ASlIRESUMU�ST BE CONSTRUOTED AND FUNOT(9J PRIOR TO O
J`� h - SIGNED TO APPROPRIATE PERSON
��� � � � �� 8�5 � � � 1 (BY SEPERAtE CONiFACt)-88� � /� �� GRMNG OF LAN� �SNFBANCE lAKES PUCE IONAL 6EFORE ANY � IO
� � ---� � a rcMaoRARv oR vERuaNENr so� srne�zaroN rnusr ec nvv�co ro au ocuuoco nRcns �
� , • -' wnEN rNA� creaoE s RcacNEo oN nNv voreroN or src. rEMPorenRr so� slne�zaroN o�
a65 � i � � � �I � i � �� Mus ee nPa�eo ro oisueeeo naEns �rr ooeMnN* Foe ia onrs � �
I -I - �- I Ncc (rva) � II "� s. N rHE EVErvr rHnr mEnsuREs aENc usEo AaE oEErnEo ro eE rvEFFEcrvE er crr z
_ I� I
� / - - I SILT FE ' l � - INSPECTORS ADDTONAL MEn5URE5 OR CHANGES N THE ORGNAL PIAN MAY BE REQURED BY
�
� I
iHE Ctt OF FORi WORiH. O
� I __ I I ALL EFOSON GONiROL DEVCES SHALL BE NSPECTED BY THE STE FOFEMAN DALY, AN
Y
� I �'llTktiANNF-LAPl� � 6
r�6� I � II 4--� I STRUCTURE OF CONTftOL �EVCE WHCH S 0.MAGED OR NOPERATVE WLL BE FEPARED OF z
� �� '��n � -`_- -,_-f _--_ ---- -� - I ~ I RECOMMENDED Br THE SUGPLER TRqSH & DEBRS SSTE & REGULNRLY SERVCED AS m
I , / � REPIACE� MME�/.TELY
`t. J SANiARY FACLiES SHALL BE PROVDED ON THE
�� �t �Y I 865 8�5 -B> � HALL BE STORED N COVERE� B NS OR O
. � - ENCLOSlIRES_ 0 50 10 200 �
� � _� �1�f-a � - � I 8. CONSiRUCiON ENiRANCES/E%i5 SHOUL� BE LMiE� AND PROiECiON PROVDE� TO a
I . , PftEVENT TRACK NG OF SO LS ONTO C tt STREETS. � I
!���� '�� � � �� I g. REuOVE SLT OR SEOUErvTS FROM SiREEfS CURBS GUTfERS, FLUMES NnNDCnv nCCEss
gZa� {� I I . i_ I . - - � : - � II : ���� RAAIPS CURB NLEfS STOFM DRANS AND ANv OiHER PUBLC DRAINAGE FACLiES OALY OR >
� �� n5 ACCUMUL4TON OCCURS. C 0 EC 0. 105980 Q
STOflM WHTER � � I I � I� 10. EROSON CONiROL SHOUL� BE EVALUAtE� t0 DEfERMNE iHE E:FECiIVENE55 OF THOSE . _ 1 05589-EOIEP, �
� � �/ II �.'�, FAGILITV ' I DEViCES BT iHE PERSON ASSGNED i0 INSPECT EROSON CONTROL DEVCES AND CNANGES
�� I ' MAINTENANCE � r I� ' � I 1 MnDE G rvECE55nM. Mna t� nC. 5,v �
i � I�� �� f-; AGREEMENT i y I• I � 1 �. SOL iRqCKED ONTO PUBLC ROADS SHALL BE REMOVED DALT F FEA59LE OR WHEN �
r �� I .,- —7 � � viSiBLv nCCUMULnTED SEOUErvi Hn5 BEEry DEPOSTED. DSCNnRCED SEDMErvi SNnLL BE Q
REMOVED AS SOON AS POSS BLE. S
� .I � I i2. USNG WASH WATER i0 WASH SEDMENt FROM STREEtS 5 PROHBtED. (J
� __ _ --a� I -- -- — --_ \ � +I. � '- - � � 1 3. TOLnL DSiURBE� ACREAGf 5 ).i3 ACRES ' r 1 � � �
�� ` 860 — � 'I �� a. EROSON COrvTROI MFASURES Mnv OrvLv BE PUCED ry FROrvT Of rvLEiS OR ry �
� 4 �����- 850�-�--- � __� - Y_� �^� CNnNrvELS DRnHnGE wnv5 OR BORROw DTCnES nT RSk OF COrvTRnCTOR. COrviRACiOR SNnL� w,owwnaesbelow.
I� I �-�BSo�� ' i� REunH �nBLE FOR nrvv DannCE CnUSED Bv iHE MEASURES rvCLUONG FLOODrvC DAMaGE,
�. ��� �- � 8fi0 y_ --1 ��� ; r 0 i � I I I wHCh MAv OCCUR DUE TO BLOCKE� DRANAGE WAYS AND BOftROW �TCHES N iHE WORK C:1IIb¢fOY¢y0utlig. �
� �, J.����.�' — � � I ZONE SNAIL BE DREDGED OF ANY SE�IHENi GENERAiED Bv iHE PROJECT OF pEPOSTE� AS /. W
��I / . - -- ' �� - --=-- 1 - 2O �- - �J I RESULi OF EROSOry CONiROI 4EASURES. F3ENCHMARKS'. �
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. � ��� I � FiRST INLEI' WEST OF CHAF'IN SCHOOL F
4 � �� I�isiuRaEo nREn�. � t3 qcfi�s I ROAD- ELEV e00.i5 Z
� V J I TO BE CO SiPnAiEO �_ � I` � � W
� ��' 1 I VENTnNn WESr 5E tA I � I I �� I ' I � "X" IN SQUARE GU7 ON AT THE BAGK OF �
. __
I I � j� (Br SEVEa E Co RaCT7 uR�E. � � " . THE TOP OF CURB LOCATED ON THE
i�
� _ -- - - - � - - -- - - - �� - t•n� V I • _.� - --' souTH sioe oF �ou Roao
� � r -� APPROXIMATELY 300 FEEr WEST OF 1HE
��-� 4 I � Ex Sr rvG vEr�rnw.
I�I I�� F � f �855 �� PHtSE 5B INTERSECTION OF LOLA ROAD & BANK
I ill I`. I I R45 _-850 _I BSS � I �� I I � - � ROAD. ELEV 8�8.36
� IlV /1 "X" IN SQUARE CUT ON AT THE BACK OF
p �I II � �� i� I f0�';� � � ( � �C \ THE TOP OF CURB LOCATED ON THE
I II III Jf I� II B°� j� � . i I � SOUTH SIDE OF PRADERA ROAD AT THE
� ii .I. 50. , 1 II souTHwesr coRNeR oF rHe
� ' I�I` � -�I�.. �I`0� �� �-� �,I � f� — MORADOCROADOFPRADEw+LEV�A8�43�4
\
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STORM WATER - --_ - I • M
� e� l� I , - � � � ' �I'� � � I ' \ �_ExISiIrvG vENiArvA
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� 835 /:•1 "�� I� MHINTENANCE If ' n. \� I � �. -
� �� B3 I AGREEMENT I =- -- y
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. l'�/i� ' \__;`:;� � — t �� BE{-�-«�' - - — - - f_ � �� IOg �,/
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� � �o � � �� i � „c PLAN
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GRADING IJMITS & ERi�. N/n
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� �"� eocK cNecK onM o000000 24
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ALTERNATE 1
CURB WLET PROTECTION (STAGE TWOI
NOT TO SCALE
TEMPORAkT
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BACKfILL ��
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� WOOD FRAME SECURELv
FnSTENED ROUND
E�TiRE EFIIAETER WITH
0 STAKES
SECTION 9-B
WAS� OU�ARE4
INSTRUCTIONS TO OPERATOR:
I ACiNELY MAINiuN iHIS EROSION CONiROL vWJ PNp iHE ASSOGAiED SrORM wAiER vOLLViION vREVENiION vLAN (Swvvv) �
2 POST SIiE NOTICE AND/OF iHE NOiICE O� INiENi (N01J PROVI�E� IN SWPPP Ai OR NEAR iHE WNSiRUCiION ENTRANCE, �
3 wRIiE NAME ANo oAiE Ar FACH oCAiloN wHERE ERosION CDNiFo oEvcE Is NSrA LEo �
4 vENCLE wwSwES, nND SaNi1MT�FaCiLiiES�E NArAE AN� DATE OF INSrALLAnON ON ALL LONSrftUCiION ENiftANCES. ED�IPMErvi S70ftAGE LOG1ilON5, MAiEkNL SrOftAGE LOG1ilONS, �O
5. wrtH n HiGMLiGN1ER, unRK iHOSE aREnS wHERE vEGElniiON Mn5 BEEN SiRiPPED OR wHERE SOiL Nn5 BEEN DiSi�RBED. DnIE Oi DiSfUR&wCE SMaLL BE PLaGED iN iHESE aREaS- �
6_ SOLID FILL. WITH A HIGHIJGHiER. TH0.SE AREhS WHEFE CONSiFUCiION Ht5 CF15ED AN� PERMANEM VEGEiAiION IS BEING ESIABIJSHED_ z
� oAiE REMOVnL OF EROSION CONTRO� DEVICES ANo NOiE REnsoN FOre reEuwAL IN mE SWPPP O
8. CRO55 OUi nniD DaiE nNv LOiS 1Nai HnvE BEEN iWwSFERRED 10 a SEGnRn1E OGERniOR_ n NO1iCE OF CNnuCE SNnLL BE 1nnRED i0 1NE 10E0. nniD a MGv SNnLL BE GUCED z
iN HE SwPPP m
9. u01ifY ENGiuEER iN iiNG wHOSE SEnL nPPURS ON lHESE OOGVUENiS OF aLL u006iGaii0N5 n5 REOUiRED Br 1NE 1Exn5 SfniE BOnRD OF REGiSiRniiON fOR PROfE55i0NnL �
N IF cuRRENi PUN BE WIAEs iao cRowoEo PoR usE aPERAioR sHHLL vucE sEE REVISEo vLAN wliH
oArE�OURCVaaENr vwNE ANo�BEGIUE oTuSE n Covr FOa uEw vLpuvw I
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TYPICALTEMPORARYFILTER SQUARE CUT ON WEST END OF AN INLET, Q
NPIGALTEMPORARYFILTER FABRICWITHOUTWIREFABRIC z
,� ; FABRIC WITH WIRE FABRIC SOUTH SIDE OF ROLLMG HILLS DRNE,
FlRST INLET WEST OF CHAPIN SCHOOL �
LOW FLOW rtono. eiEv aw.is zi
HIGH FLOW SILT FENCE DETAIL �x�� iN sounRe c�T oN ar rHE eacK oF >
SILT FENCE DETAIL �o (.A E rNe roP oF euRe �ocnreo oN 1ne
SOUTH SIDE OF LOLA ROAD
No scuF APPROXIMATELY 300 FEET WEST OF THE
IMERSECTION OF LOLA ROAD & BANK
ROAD. ELEv 8�8.36
�
'X" IN SQUARE CUT ON AT THE BACK OF
� �.xormvrrw�urwm THE TOP OF CURB LOCATED ON THE
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• n �uc war SOUTHWEST CORNER OF THE
uso ixnwe w ervaa rw�ou�r w r.aa � wmcciv. r.avrm� ws na¢�. INTERSECTION OF PRADERA ROAD AND
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m� 2"X4' WIRE VYEIR
CURB INLET PROTECTION 07 5713-0430
DAiE REVISION BY
EROSION CONTROL
DETAILS
Y�A�'1S`�Al'C� YYJL',�l
iJAa.'i.l �1C�Aa.11J Y V' S'] ll
CITV OF FORT WORTH
TARRANTCOUNTY,TEXAS
uq�� � �✓�
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�allas.Texas ]5206 FRN-F-1386
WA PROJECi ID
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����� DATE- MAY 2025
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fORf WORIH WATER pEPARiMENI 1 Ei] 392 N�]
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UiILRIES SHOWN ON iNE DMWINGS WQtE OBiMHEp
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SOUARE Clf� ON WEST END OF AN INLEf, Z
SOUTM SIDE OF ROLLING HILLS ORrvE,
FIRST INLEf WESi Of CHAPIN SCHOOL ti
ROAD. EIFV EOO.t6 Z
%�� IN $OUPRE CUT ON AT ME BACN OF �
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soun� si�E or �ou Ror,�
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INTERSECTION 0� LOU ROAD h BANK
ROAD. EIFV 8)B.J6
%�� IN SOUPRE CUT ON A7 THE fl4CK OF
Ti+E TOP 0� CURB LOCATED ON THE
SOUTM SIDE OF PRADERA ROPD AT THE
SOUTHWEST CORNER Of THE
INTERSECTIDN OF PRADERA ROAD AND
MORA00 ROAD. ELEV 8]�.34
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NOiE- THE WNTRACTOR SHALL CONiACT THE FOLLOWING AT LEAST
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� ' i — J — y = 0 019 FOR STREET � GUTTERS
' /� / I I I I III/ � �`� I -' RAVFALL IMENSItt FROM pN OF
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INAGE DVDE Citt PROJECT NO 105989 Q
VENTANA WESi M RKUTA RANCH ROAD,. 1� I 1 � II I /\ -� PROPOSED STORM DFAN SSiEM FiD283 22 4-020D431-105989-E0�685 �
(6Y SEPPR iE CONiR4Ci) ( J � � �
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T / %1 DRAINAGE AREA DESIGNAiiON Q
%% � / I �� I' ( I -- 100' SH�. 0_y II � � '� 1.25 DRNNAGE AREA ACREAGE . .� � U
� � I�I I 235' SFA DW F LW � �
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1952 CHANNEL FLOW �
�/ ^ i I I I I� , �� OW � 2 NLET DE56N PONi �i�IlkE�tY . ~
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�/ / ` - 1 I1 I JJJ��� ` /
�� I /� /, �L I7� I I I I I I I I �' T � �\\L�� ` � O PFOPOSLD PFOJECT LOCATiON SOVARE CVT ON WEST END OF AN INLET, z
�� / � ' �� �� � � SOUTH SIDE OF ROLLMG HILLS DRNE, a
ioae. '� / �� / / . �-I � <� � ���� FIRST INLET WEST OF CHAPIN SCHOOL �
P PEL NE ftOW �SNT �\ y �I /�� ' eT ', �� OSl I I I II I I I I � �_ II —\� �� \\\�� �� \ NO1E5: ROAD- ELEV 800.16 Z
95,
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PPELINE NC /,� � I THE E%ISiENCE AN� LOCATION OF ALL UN�ERGROUND "X" IN S QUARE CUT ON AT THE BACK OF �
/ -I (�- nsAl �.,.INa',:IJ \ UnuTIES SHOWN ON iHE DRAWNGS WERE OBiANED THE TOP OF CURB LOCATED ON THE
CCkD20.5161958 �. � \� -- 3312 '�20 � .� - �\ " ,
0 P R i C i /. � � I I I I I I I I I 0S2 I I I 1 � I� EMPi � ��. �� \� �/ � FROM AVAIIABLE RECORDS AND ARE AGGRO%MAiE SOUTH SIDE OF LOLA ROAD
, I 1552 � � IY - V0� 593 P 1_3 � � rvEiHER R.. OwNER, DEVELOPER NOR ENGNEER
� / � � ,, I�� _ ... 1� I � �+� /// ASSUMES �NY RESPONSBLtt FOR UTLiES PROR TO %�PPROXIMATELY 300 FEET WEST OF THE
` � ' I II I I I I I �� //� GONS�RUCTON iHE CONiRACTOR SHALL BE REQUIRED INTERSECTION OF LOLA ROAD & BANK
+ I TO TANE ANY GREGUiIONARY MEASURES TO GROTECT ROAD. ELEV 8�8.36
� �BS I 14B1 I I I I ,IA�II I I E 5 5 ��� ALL IJNES SHOWN AND/OR ANY OTHER UNDERGROUND
^ qq I � ..TIl1TIE5 NOi OF RECORD OR rv0i SHOwN ON iHE 'X" IN SQUARE CUT ON AT THE BACK OF
�/ . ` - I � , - 030 '3C' �� 1 1 P �
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� �� 3 � � \
I� � I � ��I I � \ i� / LOGTIONS OF ALL EXISiING UTIIJTIES PRIOR i0 SOUTHWEST CORNER OF THE
i S'i
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y \ � � , + / / /X MOR4D0 ROAD ELEV 874 34
\ � ��� � \ 3. MMEDATELY NOTFY THE ENGNEER OF ANY
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�1 WEST PHASE 1A 0-43 � —.J \ � \� CONCENIRATION CALCUL4TIONS
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— p I i I 2 � =I —� , � ORCHARDWAV INTERIMCONDITIONSDRAINAGEAREACALCULATIONS
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„�\ CONSTRUCTON THE CONTaACTOR SHALL BE REQURED SOUTH SIDE OF PRADERA ROAD AT THE
Ta TAKE ANY PREcauTorvARv �nEA5uRE5 10 PROTECT SOUTHWEST CORNER OF THE
�� - Uu �HESNSrvowry nND/oR nNr oiHER uNDER6RouND INTERSECTION OF PRADERA ROAD AND
_ � iLiES OT OF RECDRD OR NOi SHOWN ON iHE
PUwS MORADO ROAD ELEV 874 34
2- CONTRACTOR SHALL VERFY HORZONTAL AND VERTCPL
s�2 � LOGTIONS OF ALL EXISiING UiIIJTIES PRIOR i0
- CONSTRUCTON
� }_ iMu,EDniELv NOTfv iHE ENGNEER Of nNv
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I I �� •- CONTOURS PER SECTON 45 OF THE SWPPP IINAL DAT- RENSION BY
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PurvS IMERSECTION OF LOL4 ROAD & BANK
2 WNTRACTOR SHPLL VERIFV HOFIZ�NTPL PND VERTIGL ROAD ELEV 8�6 36
LOC4ilON5 Of ALL EXISTING UiILITIES PRIOR TO
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aLL LiNES SNOwN nND/OR u�v OTHER UNDERGROUND SOUTH SIDE OF LOLA ROAD
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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.
.,, ,,, nce Prncedures
.eneral M��i,n,ten,��,,,, , , „„
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 STANDINC'� 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 `Bxhibit 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.
Preventi��e M�i,ntenance and in�nection
• 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.
FORT WORTH
" 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
Infiltratingthe 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 tlle f�gPeerilerit: Needed two new drainage channel maintenance agreements for new construction
M&C Approved by the Council? * Yes ❑ No 0
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-25-0077
*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.