HomeMy WebLinkAboutContract 63775Date Received: 8/5/2025 Permit No.: SWFMA-25-0042
2:13 p.m. 63775
Time Received: City Secretary No.:
DRAINAGE CHANNEL
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 5th day of August
2025, by and between CB -Direct Bonds Ranch, LP, a Texas limited partnership, acting
by and through David Watson, the duly authorized President of DEVCO GP, INC., its
general partner, 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 Henry Robertson Survey, Abstract No. 1259, City of Fort Worth,
Tarrant County, Texas according to the deed recorded in Instrument No. D224130242,
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 Hillshire Drive, 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 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, the location and dimensions of which is shown and more particularly
described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and;
DRAINAGE CHANNEL MAINTENANCE AGREEMENT OFFICIAL RECORD
Rev. 03/01/2022 BN CITY SECRETARY
FT. WORTH, TX
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, or cause to be constructed and maintained in accordance with this
Agreement, 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 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 or cause to be
inspected 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
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
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
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 or
cause to be maintained the Facility in good working condition acceptable to
the City, 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 or cause to be
performed the work necessary to keep the Facility in good working order as
appropriate. In the event the Landowner, or its successors and assigns, fails to
comaly with its obligations under the foreaoina sentence, to cure such failure
within thirty (30) days thereafter, and 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, in addition to any other
applicable remedies the City may pursue for Landowner's or its successors
failure to reimburse the City, the City shall impress a lien for the costs of such
work upon other lots owned by the Landowner "(Contractual Lien"). This
Contractual 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. The Contractual Lien shall be superior to all liens other than (and
such lien is hereby expressly made subject and subordinate to) (A) a deed of
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
trust or mortgage held by a bona fide, third -party financial institution or other
institutional lender constituting a first lien on the Property which is recorded in
the Official Public Records of Tarrant County, Texas before the date that the
Contractual Lien is filed, and (B) real estate tax liens, if applicable.
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
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 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 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 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.
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
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.
9. Upon approval of the Plan, this Agreement shall apply only to the portion of
the Property on which the Facility is located, and "Landowner" as used herein
shall mean only the owner of such portion of the Property.
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 5
Rev. 03/01/2022 BN
Executed this 5th day of August
CITY OF FORT WORTH
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: 08/05/2025
Approved as to Form and Legality:
M. f wi4v r4ju)&rs, It
M. Kevin Anders, II (Jul 29, 2025 16:52:10 CDT)
M. Kevin Anders, II
Assistant City Attorney
City Attorney's Office
Date: 07/29/2025
ATTEST: 6FO- bO
oFoov000vo
CdOn noop5`da
Jannette S. Goodall
City Secretary
08/05/2025
Date:
2025.
LANDOWNER
CB -Direct Bonds Ranch, LP
A Texas limited partnership
(::y: D;Tex
CO GP, INC.
aLsoorporation
A
By: David S. Watson
Its: President
Date:
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.
t--
Kandice Merrick
Planning Manager
Date: 07/29/2025
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
2025
This instrument was acknowledged before me on August 5, by
Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
Notary Public, State of Texas
pRY Pp6 KATHLEEN BRADFORD
_ Notary Public
•O+ STATE OF TEXAS
Notary I.D. 12197197
"FOF My Comm. Exp. Apr. 12, 2027
. . . . . . . . . . . . .
LANDOWNER
STATE OF I-C VQ §
COUNTY OF ba I b S §
BEFORE ME, the undersigned authority, a!N�otary Public in and for the State of
on this day personally appeared I�4V�d s. W443,o,
(name), FrGS. J c� V (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 sameforthe purposes and consideration therein expressed, as the
act and deed of � 3— DIrr"G& 0v, 9S 12. e,`GS, i-P (entity), a
I { X 4 5 1' M'i y 4 0%("J (,=10 (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE thi- ¢ day
203a.
Not ry Publ c, State of
^ pAY Pbe ROBYN E CRUZE
(z`��^i Notary 1D #2240738
My Commission Expires
'�Eof�+P N� rApril 24, 2026 4.
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
EXHIBIT "A"
LEGAL DESCRIPTION
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
EXHIBIT "A"
"STORM WATER CHANNEL FACILITY"
BEING 0.732 of an acre of land situated in the Henry Robertson Survey, Abstract No.
1259, City of Fort Worth, Tarrant County, Texas and being a portion of that certain tract
of land described in the deed to CB -Direct Bonds Ranch, LP, a Texas limited partnership,
according to the deed filed in Instrument 413224130242, Deed Records of Tarrant
County, Texas (D.R.T.C.T.); and being more particularly described by metes and bounds
as follows:
COMMENCING at a 5/8 inch iron rod with cap stamped "TNP", recovered at the
southwest corner of that certain tract of land described in the deed to the Northwest
Independent School District, a Texas Independent School District, according to the deed
filed in Instrument #D224132195, D.R.T.C.T., also being a re-entrant corner of said
CB -Direct Bonds Ranch tract, from which a 5/8 inch iron rod with cap stamped "TNP",
recovered at the southeast corner of said Northwest I.S.D. tract, also being the most
easterly northeast corner of said CB -Direct Bonds Ranch tract, and being in the west
Right -of -Way (R-O-W) line of Blue Mound Road (FM 156, 120' in width), bears
N 89044150" E, a distance of 815.31 feet;
THENCE N 89"44' 50" E, along the south line of said Northwest I.S.D. tract, and along
the most easterly north line of said CB -Direct Bonds Ranch tract, a distance of 93.01 feet;
THENCE leaving said line, passing over and across said CB -Direct Bonds Ranch tract,
the following courses, and distances;
S 00015' 10" E, a distance of 295.04 feet;
N 89044' 50" E, a distance of 16.64 feet to a 3/8 inch iron rod set with cap stamped
"TNP INC ESMT" (hereinafter all 3/8 inch iron rods set are marked the same) for
the POINT OF BEGINNING of the hereinafter described tract of land;
THENCE continuing over and across said CB -Direct Bonds Ranch tract, the following
courses, and distances;
N 89044150" E, a distance of 104.17 feet to a 3/8 inch iron rod set;
S 00°15' 10" E, a distance of 259.34 feet to a 3/8 inch iron rod set;
S 89052' 12" E, a distance of 10.88 feet to a 3/8 inch iron rod set;
S 00°44'33" E, a distance of 40.50 feet to a 3/8 inch iron rod set in the south line
of said CB -Direct Bonds Ranch tract, also being in the north R-O-W line of
E. Bonds Ranch Road (variable width), from which a 5/8" iron rod with cap
stamped "Gorrondona & Assoc. Ft Worth", found at the most southerly southeast
corner of said CB -Direct Bonds Ranch tract, also being in the north R-O-W line
of said Blue Mound Road, bears N 89°44' 52" E, a distance of 428.86 feet;
THENCE S 89044'52" W, along the south line of said CB -Direct Bonds Ranch tract,
and along the north R-O-W line of E. Bonds Ranch Road, a distance of 120.00 feet to a
3/8 inch iron rod set;
THENCE leaving said line, passing over and across said CB -Direct Bonds Ranch tract,
the following courses, and distances;
N 00044'33" W, a distance of 41.30 feet to a 3/8 inch iron rod set;
S 89°52' 12" E, a distance of 4.97 feet to a 3/8 inch iron rod set;
Sheet 1 of 3
NWI 24038
N 00015'10" W, a distance of 258.65 feet to the POINT OF BEGINNING and
containing 31,887 square feet or 0.732 of an acre of land.
� � THERON W�SIMS
I �----- -� July , 2025
Theron W. Sims, R.P.L.S. '.0 5887 �trr
Texas Registration No. 58 �q�,�.Ffss;°•yo
Surveyed on the ground July 3, 2025
1. Bearings of lines shown hereon refer to Grid North of the Texas Coordinate System of 1983
(North Central Zone; NAD83(2011) 2010.00) as derived locally from Allterra Central's
Continuously Operating Reference Stations (CORS) via Real Time Kinematic (RTK) methods.
An average Combination Factor of 1.00012 was used to scale grid coordinates and distances to
surface.
2. Integral parts of this survey:
a. Legal Description
b. Sketch
Sheet 2 of 3
NWI 24038
NOTES.' NORTHWEST INDEPENDENT SCHOOL DISTRICT
1) Bearings of lines shown hereon refer to Grid North of the Texas INST. .R.T.0 132795 5ITH IR RECOVERED
9 D.R. T.C.T. WITH CAP STAMPED
Coordinate System of 1983 (North Central Zone; NAD83(2011) 5/8"" /R RECOVERED "TNP"
2010.00) as derived locally from Allterra Central's Continuously C93
P STAMPED (LINE FOR DIRECTIONAL CONTROL) (CONTROL MON.)
Operating Reference Stations (COBS) via Real Time Kinematic (RTK) TNP" N89'44'50"E, 815.31'
methods. An average Combination Factor of 1.00012 was used to
scale grid coordinates and distances to surface. i E `.
2) All easement corners shown hereon as ( O) are marked with 3/8
inch iron rods set with cap stamped 'TNP INC ESMT'. V
3) Integral parts of this survey:
a. Legal Description l 0
b. Sketch SCALE 1 "=100' N
I
,i
EXHIBIT rB" I
STORM WATER I �O 0
CHANNEL FACILITY N6.644'50"E CB —DIRECT BONDS RANCH, LP, I ~
a Texas limited partnership
INST#D224IJ0242
Being situated in the Henry Robertson Survey, D.R.T.C.T I I r
Abstract No. 1259, City of Fort Worth, Tarrant N89'44'50"E (Remainder Tract)
County, Texas. 104.17' <' I I o
V J
O
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Of m , t` .:11 ° fj A B 25x75' I r I , ti
'``�..•••••..,TF` 'n� `� .IN DRAINAGE ESM'T.
� o I THERON W. SIMS, R.P.L.p. �P�o�STERFo�9 Nf 2 INST. ID220110537--�—� 0
TEXAS REGISTRATION N0. 5887
w e ci
°a �t P 3 Q D.R.T.C.T.
o N ti THERON ...•SIMS •• U N j I T—
m a Date: July 3, 2025 v•••••••••••• o n 1
Q E Q ^, 0 5887 W p O I W
Surveyed on the ground •,poF o�?:� O i h I 1�7
wti? July 3, 2025 q�O Essv�yo Z( am
N
SUR S89'52'12"E
0 o I S89'52'12 E [� . 10,88' I I
4.97 F:::::::.:..::.::?� ........._) 5/8", IRF WITH
S00'44'33"E CAP STAMPED
N00'44'33"W.::::.........:..:.........:....:....,....::,- 40.50' GORRONDONA & i
41.30'Assoc. Fr WORTH""
_ N89'44'52' E, 428.86' _
teague nail & perkins L J
5237 N. Riverside Drive, Suite 100 S89*44'52'J
120.00' E. B 0 N D S R A N C H R D.
Fort Worth, Texas 76137
817.336.5773 ph 817.332.7756 fx VARIABLE WIDTH
tnp
/ TBPELS Registration No. 100116-00 JOB No. NWI 24038
� SHEET 3 OF 3l
T..\Projects\NW124038\Sur—C3D\cod\survey\Easements\0. 732 Ac Storm Water Channel Facility — NWI 24038.dwg
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
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Fort Worth, Texas 76137 NiA EARLY CHILDHOOD CENTER #1
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--Mpinc.com date^tn SWFMA EXHIBIT of
TBPELS; ENGR F-230; SURV 10011600, 10011601, 10194381 MAY 2025GRADING PLAN 8
12" M1N FREEBOARD 100— YR WSE
10' I I 10'
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SECTION A - PROPOSED EARTHEN CHANNEL - NTS
18" THICK GROUTED ROCK RIP —RAP
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6" THICK BEDDING
1EXCA VA TE TO THIS LINE & INSTALL FIL TER FABRIC PER
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FABRIC SHALL BE GEOTEX 1071 OR EQUAL
ROCK RIP —RAP GRADATION
BEDDING GRADATION
18" THICKNESS OF RIPRAP
6" THICKNESS OF BEDDING SIEVE SIZE —
SIEVE SIZE — SQUARE MESH q PASSING
SQUARE MESH q PASSING 21 " 100
3" 100
18" 65 — 100
1.5" 55 — 100
12" 35 — 65
3/4" 25 — 60 8" 15 — 40
3/8" 5 — 30 6» 5 — 25
No. 4 0 — 10 4 » 0 — 15
City of Fort Worthoriz, Texas tnp projeC(
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5237 N. Riverside Drive, Suite 100 N/A Improvements for sheet
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TBPELS; ENGR F-230; SURV 10011600, 10011601, 10194381 MAY 2025 GRADING CROSS SECTIONS 8
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5237 N. Riverside Drive, Suite 100 N/A
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STORM DRAIN PROFILE
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Fort Worth, Texas 76137 NiA EARLY CHILDHOOD CENTER #1
817.336.5773 ph 817.336.2813fx 4
--Mpinc.com date SWFMA EXHIBIT
of
TBPELS; ENGR F-230; SURV 10011600, 10011601, 10194381 MAY 2025 EROSION CONTROL PLAN 8
ROCK
A
1
NOTE. -
ALL INLETS SHALL HAVE TEMPORARY INLET PROTECTION UNTIL
ESTABLISHMENT PER LOCAL, STATE, AND FEDERAL REGULATIONS
EROSION CONTROL NOTES:
1. STABILIZED CONS77?UC110N EX/IS SHALL BE USED BY ALL PROJECT VEHICLES
LEAVING THE CONS7RUC7ION AREA. WHEEL WASHING EQUIPMENT SHALL BE USED
TO REMOVE EARTHEN MATERIALS FROM WHEELS AND VEHICLES
2. CONTRACTOR SHALL ENSURE THAT NO STORMWA7ER RUNOFF ENTERS DR/NAGE
SYSTEMS OR EXITS THE CONSTRUCTION AREA WITHOUT PASSING THROUGH ROCK
BERMS/EROSION CONTROL DEVICES
J. CONTRACTOR SHALL PROVIDE STREET CLEANING ON ADJACENT STREETS AS
NECESSARY TO REMOVE EARTHEN MATERIALS 7RANSPOR7ED FROM THE
CONS7RUC77ON AREA.
4. NO OIL OR HAZARDOUS MATFR/ALS SHALL BE STORED /N THE CONS7RUC7/ON AREA.
5" 7HESE PLANS SHALL BE USED /N CONJUNC77ON WITH THE ACCOMPANYING
DOCUMENT EN777LED, POLLU77ON PREVEN77ON PLAN'
6. ALL EROSION CONTROL DEVICES ARE TO BE REMOVED BY 7HE CONTRACTOR AF7ER
THE PROJECT /S COMPLETE AND SUBSTAN77AL STAB/L/ZA77ON /S ACHIEVED.
12" MIN. FACE OF CURB
:",•.:�•
EDGE OF
GUTTER
FILTER FABRIC
SECURED TO 2"X4"
WIRE MESH BELOW
A
:1 ." WIRE \�/� • •ROCK BAG TO
MESH - PREVENT FLOW
UNDER 2"X4" WIRE
MESH
2"X4" WIRE WFIR CI IRR INI FT PROTECTION
NOTES:
GENERAL
• DRAINAGE PATTERNS SHALL BE EVALUATED TO ENSURE INLET PROTECTION WILL NOT DIVERT FLOW OR FLOOD
THE ROADWAY OR ADJACENT PROPERTIES AND STRUCTURES.
• INLET PROTECTION MEASURES OR DEVICES THAT COMPLETELY BLOCK THE INLET ARE PROHIBITED. THEY MUST
ALSO INCLUDE A BYPASS CAPABILITY IN CASE THE PROTECTION MEASURES ARE CLOGGED.
• A POSITIVE OVERLOW PATH SHALL BE CONSIDERED IN THE DESIGN OF INLET PROTECTION CONTROL MEASURED
AT SUMP INLETS.
-PR INIFT PROTrnTInN
• MUNICIPALITY APPROVAL IS REOUIRED BEFORE INSTALLING INLET PROTECTION ON PUBLIC STREETS.
' SPECIAL CAUTION MUST BE EXERCISED WHEN INSTALLING CURB INLET PROTECTION ON PUBLICLY TRAVELED
STREETS OR IN DEVELOPED AREAS. ENSURE THAT INLET PROTECTION IS PROPERLY DESIGNED, INSTALLED AND
MAINTAINED TO AVOID FLOODING OF THE ROADWAY OR ADJACENT PROPERTIES AND STRUCTURES.
• A TWO INCH OVERFLOW GAP OR WEIR IS REQUIRED ON ALL CURB INLET PROTECTION DEVICES.
• TRAFFIC CONES, WARNING SIGNS, OR OTHER MEASURES SHALL BE INSTALLED TO WARM MOTORISTS WHEN THE
INLET PROTECTION MEASURES EXTEND BEYOND THE GUTTER LINE.
• 2"X4" WEIR PROTECTION:
BEND WIRE MESH AROUND THE 2" X4" BOARD AND STAPLE TO THE BOARD. BEND WIRE MESH AROUND
THE BOTTOM OF THE BOARD, THE CURB OPENING, AND ALONG THE PAVEMENT TO FORM A CAGE FOR
THE ROCK.
ROCK BAGS SHALL BE PLACED PERPENDICULAR TO THE CURB. AT BOTH ENDS OF THE WOODEN FRAME,
TO DISRUPT THE FLOW AND DIRECT WATER INTO THE ROCK FILTER. STACK THE BAGS TWO HIGH IF NEEDED.
• 2"X4" WIRE (HOG WIRE) WEIR PROTECTION
THE FILTER FABRIC AND WIRE MESH SHALL EXTEND A MINIMUM OF 12 INCHES PAST THE CURB OPENING ON
EACH SIDE OF THE INLET,
FILTER FABRIC SHALL BE PLACED ON 2" X 4" ORE MESH TO PREVENT THE TUBE FROM SAGGING INTO THE INLET.
ROCK BAGS ARE USED TO HOLD THE WIRE MESH AND FILTER FABRIC IN CONTACT WITH THE PAVEMENT.
AT LEAST ONE BAG SHALL BE PLACED ON EITHER SIDE OF THE OPENING, PARALLEL TO AND UP AGAINST THE
CONCRETE CURB. THE BAGS ARE INTENDED TO DISRUPT AND SLOW THE FLOW AND ENSURE IT DOES NOT GO
UNDER THE FABRIC. ADD BAGS IF NEEDED.
ROCK BAGS
2" GAP
2"X4" WIRE MESH
FILTER FABRIC
SECURED TO 2"X4"
S ORE MESH
FILTER FABRIC
SECURED TO 2"X4"
WIRE MESH LEAVING 4" WIRE
2" GAP FOR MESH
OVERFLOW BETWEEN
TOP OF INLET
THROAT AND TOP
OF FABRIC
EXISTING CURB
INLET (ALL TYPES)
FoRTWORTH
CITY OF FORT WORTH, TEXAS REVISED 04-30-2021
2"X4" WIRE WEIR 01 57 13-D43C
CURB INLET PROTECTION
tnp proie61
teague nail and Perkins, inc scale City of Fort Worth, Texas orizHuc24012 1
5237 N. Riverside Drive, Suite 100 N/A Improvements for sheet
Fort Worth, Texas 76137 Njrt EARLY CHILDHOOD CENTER #1
817.336.5773 ph 817.336.2813 fx 5
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TBPELS: ENGR F-230; SURV 10011600,10011601,10194381 MAY2025 - WEROSION CONTROL DETAILS 0 OF 3) 8 j
ROCK BERM NOTES
1. USE ONL Y OPEN GRADED ROCK 4-8 INCHES IN DIAMETER FOR STREAM FLOW
CONDI TION.
2 THE ROCK BERM SHALL BE SECURED WITH A WOVEN WIRE SHEA THING HA VING A
MAXIMUM OPENING OF 1 " AND A MINIMUM WIRE SIZE OF 20 GAUGE AND SHALL BE
BURIED IN A TRENCH APPROXIMA TEL Y 3 TO 4 INCHES DEEP.
J. THE ROCK BERM SHALL BE INSPECTED WEEKLY OR AFTER EACH RAIN EVENT AND
SHALL BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED DUE
TO SILT ACCUMULATION AMONG THE ROCKS, WASHOUT, CONSTRUCTION TRAFFIC
DAMAGE, ETC.
4. WHEN SILT REACHES A DEPTH EQUAL TO ONE—THIRD OF THE HEIGHT OF THE BERM
OR ONE FOOT, WHICH EVER IS LESS, THE SILT SHALL BE REMOVED AND DISPOSED OF
PROPERL Y.
5. WHEN THE SITE IS COMPLETELY STABILIZED, THE BERM AND ACCUMULATED SILT SHALL
BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER.
6. ROCK BERM SHOULD BE USED AS CHECK DAMS FOR CONCENTRATED FLOW AND ARE
NOT INTENDED FOR USE IN PERIMETER PROTECTION.
11
CROSS SECTION
WOVEN WIRE
SHEATHING
City of Fort Worthori., Texas inp pro�eC(
teague nail and perkins, inc Shape Y HuC24012
5237 N. Riverside Drive, Suite 100 N/A Improvements for sheet
Fort Worth, Texas 76137 NiA EARLY CHILDHOOD CENTER #1
817.336.5773 ph 817.336.2813fx b
--Mpinc.com dateKtn SWFMA EXHIBIT of
TBPELS; ENGR F-230; SURV 10011600, 10011601, 10194381 MAY 2025P EROSION CONTROL DETAILS (2 OF 3) 8
SILT FENCE NOTES
1. SILT FENCE MA Y BE USED WHERE THE GROUND SLOPES ACROSS A DITCH OR SWALE.
2. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT
ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. THE POST MUST BE EMBEDDED A
MINIMUM OF ONE FOOT.
3. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN W1TH A SPADE OR MECHANICAL
TRENCHER SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND
PERPENDICULAR TO THE LINE OF THE FLOW.
4. THE TRENCH MUST BE A MINIMUM OF 6" DEEP AND 6" WIDE TO ALLOW FOR THE SILT
FENCE FABRIC TO BE LAID 1N THE GROUND AND BACKFILLED WITH COMPACTED
MA TERIAL.
5. THE SIL T FENCE SHOULD BE SECUREL Y FASTENED TO EACH STEEL SUPPORT POST
ALTERNATIVELY, SILT FENCE SHALL BE FASTENED TO WOKEN WIRE WHICH 1S FASTENED
TO THE STEEL POST. THE ENDS OF FABRIC SHALL OVERLAP THREE FEET
6. INSPECTION SHALL BE MADE WEEKL Y AND AFTER EACH RAINFALL. REPAIR OR
REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.
7. SIL T FENCE SHALL BE REMOVED WHEN THE S1 TE IS COMPLETEL Y STABILIZED SO THA T
NATURAL DRAINAGE IS NOT BLOCKED OR IMPEDED.
8. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF THE
EIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT A SITE APPROVED BY THE
OWNER AND IN SUCH A MANNER AS TO PREVENT ADDITIONAL SIL TA 110N.
9. CONTRACTOR TO MAINTAIN SILT FENCING AND ALL OTHER EROSION CONTROL
MEASURES AT ALL TIMES DURING THE DURATION OF THE PROJECT
10. THE SILT FENCE LOCATION SHOWN 1S APPROXIMATE. CONTRACTOR SHALL INSTALL SILT
FENCE AS NECESSARY TO PRESERVE AND PROTECT EXISTING TREES, FENCES, AND
VEGETATION ALONG PROPERTY LINES
11. CONTRACTOR SHALL STAKE THE PROPERTY LINE BEFORE SETTING SILT FENCE.
S1EEL FENCE POST (6' SPACING
MAX.; 1' EMBEDMENT MIN.) TIP.
NYLON REINFORCED POLYPROPYLENE
FABRIC
4 x4' WIRE MESH BACKING
SILT FENCE (MIN. HT 24'
ABOVE EXIST. GROUND)
MIN.
BA WILL
FABRIC TOE —IN
7RENCH (BACKFILL do COMPAC70)
City of Fort Worthoriz, Texas tnp pro,ecr
teague nail and perkins, inc Shape Y HUC24012
5237 N. Riverside Drive, Suite 100 N/A Improvements for sheet
Fort Worth, Texas 76137 NiA EARLY CHILDHOOD CENTER #1
817.336.5773 ph 817.336.2813fx 7
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TBPELS; ENGR F-230; SURV 10011600, 10011601, 10194381 MAY 2025 EROSION CONTROL DETAILS (3 OF 3) 8
BACKFILL PER IN
ACCORDANCE WITH
SECTION 33 05 10
+ + + + + + +—
—+
+ +
95% COMPACTION + +
+++++
—2% TO +5% OF OPTIMUM'- _
+
+ +
MOISTURE CONTENT i-+ + —
6" MIN. ANC
T T
T T T T T T T T T T T
If
12" MAX.
— +
+ +
+ + + + + + + + + + + —
INITIAL BACKFILL
T
r + + _
11++
++ II
-I}++
++ II
++++
VARIABLE + +++ _
'
I�++++
DIM.
}
}++++ II
- ++
}++-
II�
+ +
+ + —I CRUSHED ROCK PER
— +
+
+ + --SECTION 33 05 10
6" MIN. AND
12" MAX.
BEDDINGIIIIIIIIIIIIIIIIIIIII
—IIIIIIIIIIIIIIIIIIIIII
1I-
24" MIN. TRENCH WALL
CLEARANCE TO ALLOW
EMBEDMENT FOR STORM SEWER FOR PROPER COMPACTION
REINFORCED CONCRETE BOX ALL SIZES (TYP.), 6" MIN. ALLOWED
WITH CSS, CLSM OR
CRUSHED ROCK MATERIAL
tnp proieIr
teague nail and perkins, inc Shriz City of Fort Worth, Texas Huc240121
5237 N. Riverside Drive, Suite 100 8 Improvements for sheet
Fort Worth, Texas 76137 Vert EARLY CHILDHOOD CENTER #1 8
817.336.5773 ph 817.336.2813 fx N/A
www.tnpinc.com datew N' tnn SWFMA EXHIBIT of
TBPELS: ENGR F-230; SURV 10011600,10011601, 10194381 MAY 2025 STORM DRAIN STANDARD DETAILS 8 j
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND
MAINTENANCE PLAN FOR 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 "Exhibit 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 Inspection
• 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 WO RT H Fort Worth °CS
Stormwater
Management
" EXHIBIT D"
STORMWATER SWALE AND DITCH FACILITY MAINTENANCE CHECKLIST
FREQUENT INSPECTION
Inspection Item: Date: Repairs Required: Repairs Made: Notes:
Remove: Trash and
Debris
Remove: Grass
Clippings, Leaves, Etc.
MINOR INSPECTION:
Inspection Item: Date: Repairs Required: Repairs Made: Notes:
Overall Condition of
Facility
Amount of Silt within
the Facility
Amount of Ponded
Water within the
Facility
MAJOR INSPECTION:
Inspection Item: Date: Repairs Required: Repairs Made: Notes:
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