HomeMy WebLinkAbout063781-RV1 - Construction-Related - Contract - CB-Direct Bonds Ranch, L.P.i/Zo/Zo26
Date Received:
Time Received: 1:50 p.m.
Permit No.: SWFMA-25-Q123
City Secretary No.: 63781-RVl
REVOCATION OF
DRAINAGE CHANNEL
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into by and between CB-Direct Bonds
Ranch. L.P., hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter
referred to as "City".
WITNESSETH
WHEREAS, the Landowner is the owner of certain real property described as a tract
of land situated in the Henry Robertson Survey, Abstract No. 1259, Tarrant County, Texas
according to the deed recorded in Instrument No. D224130242 in the Deed Recards, Tarrant
County, Texas, hereinafter called the "Property".
WHEREAS, the Landowner applied for certain development permits for the
Property with the City of Fort Worth in approximately 2025, however the anticipated
development did not subsequently occur; and
WHEREAS, the Landowner and City executed a Stormwater Facility Maintenance
Agreement ("Agreement") for the drainage facilities anticipated ta be canstructed during
development, and which was filed with the City as City Secretary Contract No. 63781 and
which is recorded in Instrument No. D225148304 in the Deed Records, Tarrant County,
Texas; and
WHEREAS, the Landowner and City wish to revoke said Stormwater Facility
Maintenance Agreement because it is moot by virtue of the anticipated drainage facilities
having never been constructed, and it is in the interest of the parties to revoke the
Agreement; and
REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY
Revised 03101/2022 BN
�FFICIAL RECORD
Page 1 of 4
FT. WORTH, TX
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and canditions, the parties hereto agree
as follows:
1. The Stormwater Facility Maintenance Agreement (City Secretary Contract No.
63781) recorded in recorded in Instrument No. D2251483Q4 in the Deed
Records, Tarrant County, Texas is hereby revoked, and the obligations of the
parties as stated therein are mutually terminated.
2. The parties to this Revocation represent that the foregoing recitals are true, that
they possess sufficient interests in the Property to make this Agreement, and that
they are legally authorized to execute this agreement.
3. This Agreement shall be recorded among the deed records of Tarrant County,
Texas, shall constitute a covenant running with the land, and shall be binding on
the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owners association.
[THE REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK]
REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT
Revised 03/01/2022 BN Page 2 of 4
Executed this 20th day of Janaury
CITY OF FORT WORTH
�1 '
Jesica McEachern
Assistant City Manager
City of Fort Worth
O1/20/2026
Date:
2026.
LANDOWNER
CB-Direct Binds Ranch, LP
a Texas limited partnership
: D �. �CO GP, INC.
a Tex � corporation
� Its gen ra1 partner
�1�1 � _
By: Dav� '. • son
Its: President
Date: _ � � � �(�
Approved as to Form and Legality:
M,, iCe-ltr'.f�. �Ey'�i� ((
M. Kevi n Aiiders, I I(Ja n 9, 202G LO'.06:32 CST�
M. Kevin Anders, II
Assistant City Attorney
City Attorney's Office
Date: O1/09/2026
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.
ATTEST: 9�aqTno
opfoo lypp
'}/�� o f � �4a�0
j��� ��\�p �) d i�
� �/�n--t_J�%�..^� p4PQr � xo
��\�� pA n¢6E4p564ti
Jatmette S. Goodall
City Secretary
Date: O1/20/2026
Kandice Merrick
Planning Manager
Date: O1/09/2026
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT
Revised 03/01/2022 BN Page 3 of 4
STATE OF TEXAS §
COUNTY OF TARRANT §
January 20, 2026
This instrument was acknowledged before me on by
Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth. // �� �
/� ,l6
�%
Notary Public, State of Texas
�aYP� KATHLfEN BRADFORD
�/� Notary Pu61k
it�'r STATE OF TDCAS
`?,�`N� Notary I.D. 12197197
Mv Comm. �p, Apr.12, 2027
LANDOWNER
STATE OF - 5�"f §
COUNTY OF �_ • 1 I ' §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
, on this day personally appeared �_
(name), (title), known to me to be the
person whose name is subscribed to the foregoing instrument, and acknowledged to me that
he/she executed the same for the purposes and consideration therein expressed, as the act
and deed of (entity), a
��_ f: ; ,- ;' -; -_: (entity type) and in the capacity therein stated.
�
GNEN UNDER MY HAND AND SEAL OF OFFICE this day
of r;, ` , � ", - , 20
;, �
� Notary Pu�ilic, State of
s'�Y•P"�- JOY KOONS
i�'� �i
=*� *" My Notary ID # 6682743
��'.�•oF �'•`� Expires June 12, 2028
REVOCATION OF STORMWATER FACILITY MAINTENANCE AGREEMENT
Revised 03/01/2022 BN Page 4 of 4
D225148304 08/12/2025 11:47 AM Page: 1 of 31 Fee: $140.00 Submitter: COFW TPW STORM WATER DEV
Electronically Recorded by Tarrant County Clerk in Official Public Records -�,��
MARY LOUISE NICHOLSON
COUNTY CLERK
Date Received:
8/7/2025
Permit No.: SWFMA-25-0011
Time Received:
1:00 p.m.
63781
City Secretary No.:
STORMWATER FACILITY
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 S. 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 the Henry Robertson Survey, Abstract No. 1259, City of Fort
Worth, Tarrant County, Texas according to the deed recorded in Document No.
D224130242, Deed Recards, 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 Water, Sewer, Draina�e
Improvements to serve Earlv Childhood Center #1, hereinafter called the "Plan", which is
expressly made a part hereof, as approved or to be approved by the City and the
Landowner provides for management of storm water within the confines of the Property;
and;
WHEREAS, the City and the Landowner, and their successors and assigns, agree
that the health, safety and welfare of the residents of the City of Fort Worth, Texas require
that on-site Stormwater Management Facilities be constructed and maintained on a portion
of the Property; and
STORMWATER FACILITY MAINTENANCE AGREEMENT �
Rev. 03/01/2022 BN
D225148304
WHEREAS, the City requires that on-site Stormwater Management 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
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:
l. 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 Stormwater Management Facility ("Facility") at no
expense to the City of Fort Worth in accordance with the design specifications
for the Facility, attached as Exhibit "B", and the current standards then in force
and effect in the City of Fort Worth and with the Operations and Maintenance
Plan attached to this Agreement as Exhibit "C". The Stormwater Facility
includes all pipes, channels or other conveyances built to convey Stormwater
to the facility, as well as all structures, improvements, and vegetation provided
to control the quantity and quality of the Stormwater. Adequate maintenance is
herein defined as good working condition so that these facilities are performing
their design functions. The Stormwater Structural Control Maintenance
Checklists, attached to this Agreement as Exhibit "D", are to be used to
establish what good working condition is acceptable to the City.
2. The Landowner, its successors and assigns, shall inspect 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.
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
Page 2 of 31
2
D225148304
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
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 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 assi�ns, fails to
comply with its obli�ations under the fore�oing sentence, 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"). The Contractual Lien shall be perfected by filing in the office of the
County Clerk of Tarrant County, Texas an affidavit identifying the property to
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
Page 3 of 31
3
D225148304
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 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 LANDOWNER OR ANY FUTURE OWNERS OF THE
ABOVE FACILITY PROPERTY TO MAINTAIN THE FACILITY,
INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF
THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS
BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3)
FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A
MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA
TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS
HEREUNDER.
7. Landowner covenants and agrees that no habitable building shall be erected
within the boundaries of the Property in which the Facility is located as
outlined on Exhibit "A" but this paragraph shall not preclude construction of
other improvements within the boundaries of the Property in which the Facility
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
Page 4 of 31
�
D225148304
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 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 �e�
to the date that the Contractual Lien is filed, and (B) *'���rreal 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 LANDOWNER OR ANY FUTURE OWNERS OF THE
ABOVE FACILITY PROPERTY TO MAINTAIN THE FACILITY,
INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF
THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS
BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3)
FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A
MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA
TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS
HEREUNDER.
7. Landowner covenants and agrees that no habitable building shall be erected
within the boundaries of the Property in which the Facility is located as
outlined on Exhibit "A" but this paragraph shall not preclude construction of
other improvements within the boundaries of the Property in which the Facility
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
Page 5 of 31
�
D225148304
is located, which do not impede drainage. Landowner covenants and agrees
that no habitable building shall be erected on the above property abutting such
boundaries of the Property in which is Facility is located, which shall have a
finished floor at an elevation less than two feet above the maximum depth of
water in the detention pond which would occur during a 100-year frequency
flood.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, shall constitute a covenant running with the land, and shall be binding
on the Landowner, its administrators, executors, assigns, heirs and any other
successors in interests, including any property owner's association.
9. Unon aaaroval of the nlan, this A�reement shall annlv onlv to the nortion of
the Pronertv on which the Facilitv is located, and "Landowner" as used herein
shall mean onlv the owner of such nortion of the Pronertv.
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
Page 6 of 31
5
D225148304
Executed this 5th day of August
CITY OF FORT WORTH
�1
Jesica McEachern
Assistant City Manager
City of Fort Worth
08/05/2025
Date: _ _ _
Approved as to Form and Legality:
Jl" ` L.: d� l?� �_ �-+-J�
M. Kevin Anders, ii
City Assistant Attorney
City Attorney's Office
07/31/2025
Date:
ATTEST:
\� n^1�'^' �CSJ:A. /, .�-'��
(�J
Jannette S. Goodall
City Secretary
08/07/2025
Date:
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
2025.
LANDOWNER
CB-Direct Bonds Ranch, LP
a Texas limited partnership
By: DEVCO GP,1NC.
A Texas corporation
� its��;eneral partner
� �-
, �-
By: David S. Watson
Its: President
Date: �i� `oL5~
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
req ire e ts.
Kandice Merrick
Planning Manager
07/31/2025
Date: _
�
Page 7 of 31
D225148304
STATE OF TEXAS §
COUNTY OF TARRANT §
August 5th, 2025
This instrument was acknowledged befare me on by
Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
��� a���
Notary Public, State of Texas
a�PavPoa KATHLEEN BRADFORD
z Notary Public
+ � STATE OF TEXAS
`"��� * Notary I.D. 12197197
9jFoFt�P My Comm. Exp. Apr. 12, 2027
' - - - - - - - - - - - - -
LANDOWNER
STATE OF l��.S _ _ §
COUNTY OF �-�X � �aS §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
�
('� K k) , on this day personally appeared �� � v� �%` S��+f3�'
(name), �� �J• C� ��1 � (title), known to me to be the
person whose name is subscribed to the foregoing instrument, and acknowledged to me
that he/she executed the same for the puiposes and consideration therein expressed, as the
act and deed of G�"�' �G�� ���� (Z `'`��t � (entity), a
�- �a
� L k�S C►^''�� �(� � 4'�fi ��rj �%(� (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this q� Yj -� day
O � r:1�— l�' -_ , 2��• � /'.
_r � r (' i�I
' .. F- `��-,����1 �: � 4 .'�C.�,..�I'
No�ary PuC�lic, State of J`
��r v�e ROBYN E GRUZE
i i�i PlOtary ID �2240738
�s„ � � My Commission Eicpires
�F �� Apri124, 2026
, a
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
%
Page 8 of 31
D225148304
EXHIBIT "A"
LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
Page 9 of 31
D225148304
EXHIBIT "A"
"STORM WATER DETENTION FACILITY"
BEING 3.062 acres 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 #D224130242, Deed Records of Tarrant
County, Texas (D.R.T.C.T.); and being more particularly described by metes and bounds
as follows:
BEGINNING at a 1/2 inch iron rod set with cap stamped "TNP INC ESMT" (hereinafter
all 1/2 inch iron rods set are marked the same), in the south line 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 in the most easterly north line of said CB-Direct Bonds Ranch tract, and being
N 89°44' S0" E, a distance of 93.01 feet from a 5/8 inch iron rod with cap stamped "TNP",
recovered at the southwest corner of said Northwest I.S.D. tract, 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-V� line of Blue Mound Road (FM 156, 120' in width),
bears N 89°44'S0" E, a distance of 815.31 feet;
THENCE N 89°44'S0" 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 452.55
feet to a 1/2 inch iron rod set;
THENCE leaving said line, passing over and across said CB-Direct Bonds Ranch tract,
the following courses, and distances;
S 00° 13' S3" E, a distance of 270.04 feet to a 1/2 inch iron rod set at the beginning
of a curve to the right whose radius is 25.00 feet and whose long chord bears
S 44°45'28" W, a distance of 35.35 feet;
Along said curve in a southwesterly direction, through a central angle of
89°58'43", an arc length of 39.27 feet to a 1/2 inch iron rod set at the end of said
curve;
S 89°44'S0" W, a distance of 427.45 feet to a 1/2 inch iron rod set;
N 00°15'10" W, a distance of 295.04 feet to the POINT OF BEGINNING and
containing 133,369 square feet or 3.062 acres of land.
�� W. �T e ary 28, 2025
T eron W. Sims, R.P.L.S.
Texas Registration No. 588
Surveyed on the ground February 24, 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
Page 10 of 31
Sheet 1 of 2
NWI 24038
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NOT6S:
1) Bearings of lines shown hereon refer to Grid North of the Teuas
Coordinate System of 1983 (North Central Zone; NAD63(2011)
2010.00) as derived localty from Allterra Central's Continuousty
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 surtace.
nt corners shown hereon marked with 1/2 inch iron rods
2) All easeme
set with cap stamped "TNP INC ESMT'.
3) Integral parts of this survey:
a. Legal Description
b. Sketch SCALE 1 "=100
EXI-�IBIT "B"
STORM WATER
DETENTION FACILITY
Being situated in the Henry Robertson Survey,
Abstract No. 1259, City of Fort Worth, Tarrant
County, Texas.
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THERON W. SIMS, R.P
TEXAS REGISTRATION . 5887 ,
NORTHWEST INDEPENDENT SCNOOL DISTRICT I I
INST. J/D224732195 5/8" 1R RECOVERED I I
D. R. T. C. T. WITH CAP STAMPED
5/8""lR RECOVERED TNP" �
WITH CAP STAMPED (LINE FOR DIRECTIONAL CONTROL) (CON7ROL MON.) I
�nTrvP" N89'44'50"E, 815.31'
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Date: February 28, 2025 ••Y..••••••..•••••....••e•
: q 5887 P : •
Surveyed on the ground �'•.?oF `o�; Q..
February 24, 2025 q�D SUR��y/
i— — _ _ _ — _ —
teague nall & perkins E
� 5237 N. Riverside Drive, Suite 100 •
Fort Worfh, Texas 76137
817.336.5773 ph 817.332.7756 fx
www.lnpinc.com / TBPELS Regisfration No. 100116-00
�
T.�\Projects\NW124038\Su�-C3D\cod\survey\Easements\3.062 Ac Storm Woter Detention Facitlity - NWI 24038.dwg
CB-DIRECT BONOS RANCH, LP,
0 7exas limited partne�ship
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D225148304
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
Page 12 of 31
D225148304
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Inp pro�ecl
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teague nall and perkins, inc h,,;� Y
5237 N. Riverside Drive, Suire l00 j"=6Q' Improvements for shee}
ForfWorlh,Texas76137 Ve� =ARLY CHILDHOOD CENTER #1 �
817.336.5773 ph 817.336.2813 fx N/A
www.fnpinc.com date SWFMA EXHIBIT of
T8PEL5: ENGR F-230; SURV 10011600, 10011601, 10194381 JUN 2025 GRADING PLAN �� '
D225148304
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teague nall and perkins, inc h,,;� ♦ Y
523� N. Riverside Drive, Suire � o0 1"=300� Improvements for shee}
ForfWorlh,Texas76137 Ve� EARLY CHILDHOOD CENTER #1 2
817.336.5773 ph 817.336.2813 fx N/A
wN,N,��P����am date SWFMA EXHIBIT of
TBPELS:ENGRF-230;SURV10011600,10011601,10194381 �uN soss DRAINAGE AREA MAP �� '
D225148304
NOTES
SED/MENr REMOI/AL REQUIRED WHEN W,4 TER DEPTH /S
REDUCED BY 259 OR MORE, OR BAS/N DOES NOT DRA/N
W/TH/N 72 HOURS.
Page 15 of 31
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SECT/ON B'
POND CROSS SECTIONS - NTS
roP = �50.40
100- YR WSEL = 749.30
5- YR WSEL = 747.10
225' _ �
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C/TY Of FORT WORTH
STANDARD 5' JUNC110N
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5' JUNCTION BOX ORIFICE DETAIL - NTS
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teague nall and perkins, inc h,,;� ♦ Y
5237 N. Riverside Drive, Suire l00 N/A Improvements for sheef
ForfWorlh,Texas76137 �e� =ARLY CHILDHOOD CENTER #1 3
817.336.5773 ph 817.336.2813 fx N/A
�,ww.��P���.<om date SWFMA EXHIBIT of
TBPELS:ENGRF-230;SURV10011600,10011601,10194381 �UNZOZS GRADING CROSS SECTIONS (1 OF 2) �� '
Y ,
D225148304
NOTES
SED/MENr REMOI/AL REQUIRED WHEN W,4 TER DEPTH /S
REDUCED BY 259 OR MORE, OR BAS/N DOES NOT DRA/N
W/TH/N 72 HOURS.
FlN/SHED GRADE 12" M/N FREEBOARD
— � 55' � EV-751.60
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36.• 1 0. 60' �, 36:
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SECTION C- PROPOSED EARTHEN SPILLWAY - NTS
Page 16 of 31
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teague nall and perkins, inc h,,;� ♦ Y
5237 N. Riverside Drive, Suire l00 N/A Improvements for sheef
ForfWorlh,Texas76137 �e� =ARLY CHILDHOOD CENTER #1 4
817.336.5773 ph 817.336.2813 fx N/A
�,ww.��P���.<om date SWFMA EXHIBIT of
TBPELS:ENGRF-230;SURV10011600,10011601,10194381 �uN soss GRADING CROSS SECTIONS (2 OF 2) �� '
D225148304
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Page 17 of 31
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teague nall and perkins, inc h,,;� ♦ Y
5237 N. Riverside Drive, Suire l00 N/A Improvements for shee}
ForfWorlh,Texas76137 �e� =ARLY CHILDHOOD CENTER #1 5
817.336.5773 ph 817.336.2813 fx N/A
www.fnpinc.com date SWFMA EXHIBIT of
TBPELS:ENGRF-230;SURV10011600,10011601,10194381 JUN2025 STORM DRAIN PROFILE �� '
D225148304
PROPOSED DETENTION POND
OUTLET DETAILS
1 Orifice 1.25 x 1-ft 1.25 743.00 0.62
2 Onfice 225 x 1-ft 225 745.50 0.62
PROPOSED DETENTION POND
STAGE-AREA-STORAGE-DISCHARGE
742 60
743.00
744.00
745.00
746.00
747.00
748.00
749.00
750.00
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2.27
2.39
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0.31
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6.67
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13.90
PROPOSED DETENTION POND
HYDRA ULIC RESUL TS
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1-Year 102.6 19.0 3.0 746.20
5-Year 150.5 25.0 4.7 747J0
100-Year 277.3 35.1 10.�+ 7�+9.30
Page 18 of 31
Inp pro�ecl
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teague nall and perkins, inc h,,;� ♦ Y
5237 N. Riverside Drive, Suire l00 j"=6Q' Improvements for shee}
ForfWorlh,Texas76137 �e� =ARLY CHILDHOOD CENTER #1 6
817.336.5773 ph 817.336.2813 fx N/A
wN,N,��P����am date � STAGE/STORAGE/DISCHARGE CHART of
T8PEL5: ENGR F-230; SURV 10011600, 10011601, 10194381 JUN 2025 ' 7 '
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Inp pro�ecl
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teague nall and perkins, inc h,,;� Y
5237 N. Riverside Drive, Suire l00 j"=6Q' Improvements for shee}
ForfWorlh,Texas76137 Ve� =ARLY CHILDHOOD CENTER #1 7
817.336.5773 ph 817.336.2813 fx N/A
www.fnpinc.com date SWFMA EXHIBIT of
TBPELS:ENGRF-230;SURV10011600,10011601,10194381 JUN2025 EROSION CONTROL PLAN (1 OF 3) �� '
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R/P RAP APRON
68 SY 18' THICK
ROCK R/P RAP
d50=7in
D225148304
SEDIMENT POND - DETENTION ROUTING SUMMARY
Page 20 of 31
I Return Event Pond Inflow Allowable Out * Pond Outflow Max Pond WSEL Req'd Pond Storage
I (years) (cfs) (cfs) (cfs) (ft) (ac-ft)
I 1 48.9 0. 5 0.5 745. 39 1.48
I 5 69.1 5. 2 5.2 746.11 2. 54
I 100 122.8 29.7 29.7 746.86 3.96
* Allowable Outflow restricted to capacity of sediment pond outlet structure
SEDIMENT POND - VOLUME SUMMARY
Elevation
(ft)
742.6
743.50
744.00
745.00
746.00
747.00
748.00
749.00
750.00
751.00
Area
(sf)
0
0
20791
50031
71895
93734
99023
104096
109299
134098
Area
(ac)
0
0.0000
0.4773
1.1486
1.6505
2.1518
2.2733
2.3897
2.5092
3.0785
Storage
(acre-ft)
0.0000
0.0000
0.1193
0.8129
1.3995
1.9012
2.2125
2.3315
2.4494
2.7938
PQND �D/A/ENT BASM/ CALLY/LA7/MIS'
ANN DfWA1ERlNG �
38' /�tS fiQR 2-YR DfSIpV S7qRA/
q�(32f,507 FTT)/(3B HRX3,B00 S/HR)
�2�8 CF5
A�((�/r�8[(&G.32 x f.175)f �j
�Q475 f7!
�8�40 //V=
1' DlA HOiE � J 14 �
# of HaEs = (sa4 in�/.��� �)
=21.8 w� 21-1' NALES
Storage
(acre-ft)
0.0000
0.0000
0.1193
0.9322
2.3318
4.2329
6.4455
8.7770
11.2264
14.0202
Notes
Outfall Flowline
Sediment Storage
Top of Pond
N07E
EROSIQN CdV1RQL A/£ASl/R£S AIAY
QA�Y � PUG�D lN FRQNT OIF MILE15r
QR lN L�UNNELSr ORAINAQE WAYS QR
BARROW Dl7t�lES AT RISK OIF
CQNIRAC7t71R L�OYVIRACIt7lR SHALL
�/AIN UA�LE h�IR ANY OAAUQE
CAUS�D BY 1HE A/EA5IURES,
�VQL!/D/NG fZOQDlNG OAAUQ� M/�QF/
A/AY OCp/R DUE Ii7 BLOpCED
ORAM/AQE AT 71� CQNlXUSyAN OIF
ANY PRA�ECT, ALL CHANNEL$
ORAMIAI� WilYS AND BQfMOW
ara�s uv n� xaRx zo� s�ui
BE OREDG�D AF ANY SED/A/ENT
�A7ED BY 1F� PRA�ECT AR
OFPOS/7ED AS A RESULT AF EROSrAN
I�QAl1RQL MEASY/RE�
SEDIMENT POND -
OUTLET RATING CURVE
Elevation Flow (cfs)
(ft) 100-YR
PerForated Riser& Weir
743.5 0.00
744.00 0.12
744.25 0.15
744.50 0.26
745.00 0.38
745.50 0.58
745.85 0.67
746.00 2.36
746.50 15.55
747.00 35.39
747.35 42.09
747.50 47.22
748.00 78.46
748.50 122.16
749.00 174.10
749.50 232.99
750.0 298.66
750.50 370.44
751.0 447.82
Inp pro�ecl
5�ole Cit of Fort Worth, Texas Huczaoiz
teague nall and perkins, inc h,,;� ♦ Y
5237 N. Riverside Drive, Suire l00 N/A Improvements for shee}
ForfWorlh,Texas76137 �e� =ARLY CHILDHOOD CENTER #1 8
817.336.5773 ph 817.336.2813 fx N/A
www.fnpinc.com date SWFMA EXHIBIT of
TBPELS:ENGRF-230;SURV10011600,10011601,10194381 JUN 2025 EROSION CONTROL PLAN (2 OF 3) �� '
D225148304
1 YR DETENTION VOLUME CALCULATION
i�l%1�[� �fil�"JIWt'�L,1�! �`FH�[� I
Eaisting Runoff Coeffiaent 039 Proposed Runoff Coefficient �.61 I
Area 0.40 Acres (adjustedforrestriction) Area , 21.96 �Acres
Time of Concetration 17 Min. Time of Concetration 10 �Min.
1VearRunoff � CFS 1VearRunoff , CFS
Qa,�v: I CFS Table5.15: ForlVrReturnPenod e�.8217,b=43.653,d=8
Q,,,�,=I CFS TarrantCounty ForSVrReturnPeriod:e�.8142,b=71.154,d=12
Q,,ino�,=l CFS RamfallData For100VrReturnPeriod�e�J.7798,b=llQ202,d=14
�
Ta�-1 Mm. For 1 Vr Return Period: a=95.84, b=13.43
TaLI e 1.18
Tas=l M�n. RainfallFactors ForSVrRemmPeriod:a=170.S1,b=19.44
Tmoo=l Min. For 100 Vr Rewrn Period� a=322.07, b=2439
Pmi_I in. Piea-i= in.
Pm;- in. Piea ; m.
Pwioo=l in. Piso ioa= in.
Vp,p,m, ,� _� Cu.Ft VM�,�= Cu.Ft
5 YR DETENTION VOLUME CALCULATION
C�1?I:iT�l�l�l? �7'Ifi��I�►►L.I�IEiH� I
&istingRunoffCoefficient 039 ProposedRunoffCoeffmient 0.61 I
Area L90 Acres (adjustedforrestriction) Area 21.96 �Acres
TimeofConretration 17 Min. TmeofConcetration 10 IMin
5 Year Runoff CFS S Vear Runoff CFS
R�. � ��=
�.:��
4,, io � _
TJ1-
T,�;=
Tnino=
Pmi=
Prn=
Pmino=
�vmi�m ����y�
CFS
CFS
CFS
Min.
Min.
Min.
in.
in.
in.
Cu.Ft
Table 5.15: I For l Yr Return Period� e=0.8217, 6113.653, d=8
Tarrant Counry For S Yr Retum Period� e=0.8142, 6=71.154, d=12
Rainfall Data Por lO�Vr Return Period: e�J798, b=110.2D2, d=14
I For l Yr Return Period� a=95.84, b=13.43
Ta61e 1.18
Ramfal I Factors Por 5 Yr Return Penod: a=170.81, b=19.M
For 100 Vr Retum Period� a=322.07, 6=24.39
Pisoi �n.
P�xn ; in.
P�an�oo= m.
V�,i„rs= Cu.Ft
100 YR DETENTION VOLUME CALCULATION
��[�� ����� ���
ExistmgRunoffCoeffiaent 039 ProposedRunoffCoeffiaent 0.61
Area 10.05 Acres (ad�ustedforrestriction) Area 21.96 Aaes
Time of Conce[ration 17 Min. Tme of Conwtration 10 Min.
100Vear Runoff CFS 100Vear Runoff CFS
Qa,i�.� CFS Table5.15: Por1VrRetumPenod:e=0.8217,b=43.653,d=8
R�.sv� CFS Tarrant County For 5 Yr Retum Period� e=0.8142, b=71154, d=12
4, ioo;,= CFS Ramfall Data Por 100Vr Return Period: e=OJ798, b=110.202, d=14
T�i= Min. For l Yr Return Period. a=95.84, 6=13.43
Table 1.18
T�, Min. Ramfall Factors Por S Yr Return Period: a=170.81, b=19.44
T�mo= Min. Por 100Vr Retum Period: a=322.07, b=2439
Pmi= m. Pisoi- m.
P�a� in. Pitios= in.
Pminn= in. Pieo mn= m.
�v�Pi�m��Ary�no= Cu.Ft VMa„�oa= Cu.Ft
SCOIE
teague nall and perkins, inc h,,;�
5237 N. Riverside Drive, Suife 100 N/A
Forf Worlh, Texas 76137 �eh
817.336.5773 ph 817.336.2813 fx N/A
www.enpinc.com date
T8PEL5: ENGR F-230; SURV 10011600, 10011601, 10194381 JUN 2025
♦
Page 21 of 31
City of Fort Worth, Texas '�P Pr��eC
HUC24012
Improvements for shee}
=ARLY CHILDHOOD CENTER #1 9
SWFMA EXHIBIT
EROSION CONTROL PLAN (3 OF 3) 17 �
D225148304
� EROSION CONTROL NOTES (TNP)
1. STAB/L/ZED CONSTRUCT/ON EXITS SHALL BE USED BY ALL
PROJECT IiEH/CLES LEA �/NG THE CONSTRUCTION AREA. WHEEL
WASH/NG EQU/PMENT SHALL BE USED TO REMOI/E EARTHEN
MATER/ALS FROM WHEELS AND IiEH/CLES
2 CONTRACTOR SHALL ENSURE THA T NO STORMWA TER RUNOFF
ENTERS DRA/NAGE SYSTEMS OR EXITS TNE CONSTRUCTION AREA
W/THOUT PASS/NG THROU6H ROCK BERMS/EROSION CONTROL
DE�/CES
3. CONTRACTOR SHALL PRO�/DE STREET CLEAN/N6 ON ADJACENT
STREETS AS NECESSARY TO REMOIiE EARTHEN MATER/ALS
TRANSPORTED FROM THE CONSTRUCT/ON AREA.
4. NO 0/L OR HAZARDOUS MATER/ALS SHALL BE STORED /N THE
CONSTRUCTION AREA.
5. THESE PLANS SHALL BE USED /N CONJUNCT/ON W/TH THE
ACCOMPANY/NG DOCUMENT ENT/TLED, "POLLUTION PREI/ENTION
PLAN".
6. ALL EROS/ON CONTROL DE�ICES ARE TO BE REMO�ED BY THE
CONTRACTOR AFTER THE PROJECT lS COMPLETE AND SUBSTANnAL
STAB/L/ZA TION /S ACH/El/ED.
NOTE.•
EROSION CONTROL MEASURES MA Y ONL Y BE PLACED
lN FRONT OF INLETS, OR /N CHANNELS, DRA/NAGE
WA YS OR BORROW DITCHES A T RISK OF
CONTRACTOR. CONTRACTOR SHALL REMA/N LIABLE
FOR ANY DAMAGE CAUSED BY THE MEASURES,
INCLUD/NG FLOODING DAMAGE, WHICH MAY OCCUR
DUE TO BLOCKED DRA/NAGE. AT THE CONCLUSION
OF ANY PRO✓ECT, ALL CHANNELS, DRA/NAGE WA YS
AND BORROW DITCHES lN THE WORK ZONE SHALL
BE DREDGED OF ANY SEDIMENT GENERA TED BY THE
PROJECT OR DEPOSITED AS A RESUL T OF EROSION
CONTROL MEASURES
scale
teague nall and perkins, inc h,,;�
5237 N. Riverside Drive, Suife 100 N/A
Forf Worlh, Texas 76137 �e�
817.336.5773 ph 817.336.2813 fx N/A
www.enpinc.com date
TBPELS: ENGR F-230; SURV 10011600, 10011601, 10194381 JUN 2025
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Page 22 of 31
��
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wzo
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oa�, .
z m m ,
. `o.
♦ City of Fort Worth, Texas
Improvements for shee}
=ARLY CHILDHOOD CENTER #1 � �
SWFMA EXHIBIT of
EROSION CONTROL DETAILS (1 OF 5) 17 �
D225148304
INLET PR01EC110N NOlES
1. A SECTION OF FlL TER FABR/C SHALL BE REMOVED AS SHOWN ON TH/S DETAIL
TO PRO�/DE A 4" M/N/MUM CLEAR OPEN/NG. FABRIC MUST BE SECURED TO WIRE
BACK/NG W/ TH CL/PS OR HOG R/NGS A T TH/S LOCA 110N.
2. INSPECT/ON SHALL BE MADE BY THE CONTRACTOR AND S/L T ACCUMULA 110N
MUST BE REMOVFD WHEN DEPTH REACHES 2".
3. CONTRACTOR SHALL MONITOR THE PERFORMANCE OF /NLET PROTECTION DUR/NG
EACH RA/NFALL EVENT AND /MMED/ATELY REMOVE THE /NLET PROTEC110NS /F
THE STORM-WA rER BEG/NS TO Ol/ERTOP THE CURB.
4. INLET PROTECT/ONS SHALL BE REMOVED AS SOON AS THE SOURCE OF
SED/MENT /S SrAB/L/ZED.
�
?
12 M/N.�
SAND BAGS SYlALL BE fVFNLY SPACfO
� ALONG TOP AND ALONG 1HE fRONT OF
INLET.
a , a S/DEWALK� °° ' ° a d a. ;
,. _ a a a
� d. Q 4 O
O . . O 4 _dLl . . . .. 4 .
— � sr�M sfw�R iNCEr
is' �J—
— � '-3 18 �-
�20 LB. SANDBAGS 93' O.C.
M/N/MUM 4" H/GH
CLEAR OPEN/NG
20 LB. SANDBA6S 0 3' 0.�
INLET 12• �--�� (S££ NOIE 1)
fd `````````` � EXTEND 2'-0" M/N/MUM BEYOND
I INLET A°EN/NG AT EACH END.
3" OVFRLAP A7
VARIES I �FABR/C SPUCES
���,�`,��;`',,
18' M/N���l�-�, " CUT AWAY OF
OVERLAP /Y� � I f I I I I I I I FlL IER fABR/C
2'X4"—W1.4XW1.4 � � ,
N4RE FABRIC SIRUCIURE. � \ \ �pW
1g'\\ � W \
INLET MINIMUM NUMBER
OPENING OF SAND BAGS
TOP FRONT
5' 2 3 I
10' 3 3 �
15' 3 4 I
20' 4 4 I
«� ►�■ ► � �\ � � � ��► �l� .
Page 23 of 31
Inp pro�ecl
5�ole Cit of Fort Worth, Texas Hucsaois
teague nall and perkins, inc h,,;� Y
5237 N. Riverside Drive, Suire l00 N/A Improvements for shee}
ForfWorlh,Texas76137 Ve� EARLY CHILDHOOD CENTER #1 � �
817.336.5773 ph 817.336.2813 fx N/A
wN,N,��P����am date SWFMA EXHIBIT of
TBPELS:ENGRF-230;SURV10011600,10011601,10194381 �uN soss EROSION CONTROL DETAILS (2 OF 5) �� '
D225148304
SILT FENCE N01ES
1. S/L T FENCE MA Y BE USED WHERE l�-lE GROUND SLOPES ACROSS A DITCH OR SWALE.
2. STEEL POSTS WN/CH SUPPORT THE SlL T FENCE SHALL BE INSTALLED ON A SLIGHT
ANGLE TOWARD TNE AN11C/PATED RUNOFF SOURCE. THE POST MUST BE EMBEDDED A
M/N/MUM OF ONE FOOT.
3. THE TOE OF THE SILT FENCE SHALL BE TRENCHED lN WITN A SPADE OR MECHANICAL
IRENCHER SO THAT THE DOWNSLOPE FACE OF THE TRENCH lS FLAT AND
PERPEND/CULAR TO THE LINE OF THE FLOW.
4. THE 1RENCH MUST BE A M/N/MUM OF 6" DEEP AND 6" W/DE TO ALLOW FOR THE SILT
FENCE FABR/C TO BE LAID lN THE GROUND AND BACKFILLED WITH COMPACTED
MATER/AL.
5. TNE SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST.
AL TERNATIVFL Y, SlL r FENCE SHALL BE FASTENED TO WOI�N WIRE WHICH /S FASTENED
TO THE STEEL POST. rHE ENDS OF FABRIC SHALL OI�ERLAP THREE FEET.
6. INSPEC110N SHALL BE MADE WFEKLY AND AFTER EACH RA/NFALL. REPA/R OR
REPLACEMENT SHALL BE MADE PROMPTL Y AS NEEDED.
7. S/L T FENCE SHALL BE REMO �ED WNEN THE S/TE IS COMPLETEL Y STAB/L/ZED SO THA T
NATURAL DRA/NAGE /S NOT BLOCKED OR /MPEDED.
8. ACCUMULATED S/LT SHALL BE REMOVFD WHEN /T REACHES A DEPTFI OF HALF THE
E/GHT OF THE FENCE. THE SILT SHALL BE D/SPOSED OF AT A S/TE APPRO�ED BY THE
OWNER AND /N SUCH A MANNER AS TO PREIiENT ADD/AONAL S/LTATION.
9. CONTRACTOR TO MA/NTA/N SILT FENC/NG AND ALL OTHER EROS/ON CONTROL
MEASURES AT ALL 11MES DUR/NG THE DURAAON OF THE PRO✓ECT.
10. THE S/L T FENCE LOCA AON SHOWN /S APPROX/MA TE. CONTRACTOR SHALL /NSTALL S/L T
FENCE AS NECESSARY TO PRESER�E AND PROTECT EX/S71NG TREES, FENCES, AND
I�EGETATION ALONG PROPERTY LINES
11. CONIRACTOR SHALL STAKE THE PROPERTY LINE BEFORE SETTING SILT FENCE.
�
r ��� �
s�a �r,� Posr (s' SPAGNG
MAX.; 1' £MBfOMfNT Al/N.) 7YP.
N)20N REYNfAP(�0 POLYPRGPYLEIVE
FABRIC
4'x4' IMRE A/ESH BApONG
SILT FfNCE (M/N. HT 24'
ABOYE EX/ST GROUNDJ
M/N.
BACKFlLL
FABR/C Tt7E-lN
1RENCH (BAqCFILL k CGMlPAC1ED)
Page 24 of 31
Inp pro�ecl
5�ole Cit of Fort Worth, Texas Hucsaois
teague nall and perkins, inc h,,;� ♦ Y
5237 N. Riverside Drive, Suire l00 N/A Improvements for shee}
ForfWorlh,Texas76137 Ve� EARLY CHILDHOOD CENTER #1 � 2
817.336.5773 ph 817.336.2813 fx N/A
wN,N,��P����am date SWFMA EXHIBIT of
TBPELS:ENGRF-230;SURV10011600,10011601,10194381 JUN 2025 EROSION CONTROL DETAILS (3 OF 5) �� '
D225148304
ROCK BERM NOTES
1. USE ONLY OPEN GRADED ROCK 4-8 /NCHES /N D/AMETER FOR STREAM FLOW
COND/T/ON.
2 THE ROCK BERM SHALL BE SECURED WI TH A WOVFN W1RE SHEA TN/NG HA I�NG A
MAX/MUM OPEN/NG OF 1" AND A M/NIMUM W/RE SIZE OF 20 GAUGE AND SHALL BE
BUR/ED /N A TRENCH APPROX/MATEL Y 3 TO 4/NCHES DEEP.
3. THE ROCK BERM SHALL BE /NSPECTED WFEKL Y OR AFTER EACH RA/N EVFNT AND
SHALL BE REPLACED WNEN THE STRUCTURE CEASES TO FUNCAON AS /NTENDED DUE
TO S/LT ACCUMULAT/ON AMONG THE ROCKS, WASHOUT, CONSTRUCT/ON TRAFF/C
DAMAGE, ErC.
4. WNEN S/LT REACHES A DEPTH EQUAL TO ONE-TH/RD OF THE HE/GHT OF THE BERM
OR ONE FOOT, WH/CH EVFR /S LESS, THE S/LT SHALL BE REMO�ED AND D/SPOSED OF
PROPERL Y.
5. WHEN THE S/TE /S COMPLETEL Y STAB/L/ZED, THE BERM AND ACCUMULA TED SlL T SHALL
BE REMOliEO AND D/SPOSED OF /N AN APPROVFD MANNER.
6. ROCK BERM SHOULD BE USED AS CHECK DAMS FOR CONCENTRATED FLOW AND ARE
NOT INTENDED FOR USE /N PER/METER PROTECAON.
�.>��
�i„ �► � : ► I �
► ��« ► � ► ,
0
Page 25 of 31
Inp pro�ecl
5�ole Cit of Fort Worth, Texas Hucsaois
teague nall and perkins, inc h,,;� ♦ Y
5237 N. Riverside Drive, Suire l00 N/A Improvements for shee}
ForfWorlh,Texas76137 Ve� EARLY CHILDHOOD CENTER #1 � 3
817.336.5773 ph 817.336.2813 fx N/A
wN,N,��P����am date SWFMA EXHIBIT of
TBPELS:ENGRF-230;SURV10011600,10011601,10194381 JUN 2025 EROSION CONTROL DETAILS (4 OF 5) �� '
CROSS SEC110N
IN7l�f7V INRE
D225148304
i
12" MIN
} ,
ROCK BAGS
A
1
�
� 12" IAIN.
FACE OF CURB
EDGE OF
CUTTER
FILTER FABRIC
'� SECURED TO 2'X4"
vnRE MESH BELOw
. /i
. 1
.�
� ^ -�/'�" ` �— ROCK BAG TO
MESH I �' PREVENT ROW
UNDER 2"%4" WIRE
' � MESH
2"X4" WIRE WEIR CURB WLET PROTECTION
NOTES.
GENERAL
• DRAINAGE PATTERNS SHALL BE EVALUATED TO ENSURE INLET PROTECTON WILL NOT DIVERT FLOW OR FLOOD
iHE ROADWAV OR ADJACENT PROPERTIES AND STRUCNRES.
• INLET PROTECiION MEASURES OR DEVICES iHAT COMPLETELY BLOCK iHE INLET ARE PROHIBIiED. THEY MUST
ALSO INCW�E A BYPA55 CAPABILITY IN CASE THE PROTECTION MEASlIRES ARE CLOGGED
• A POSITIVE OVERLOW PATH SHALL BE CONSIDERED IN THE DESIGN OF INLET PROTECTION CONTROL MEASURED
AT SUMP INLEiS.
C11R6 INLET PROIECiION
• MUNICIPALITY APPROVAL IS REOUIRED BEFORE INSTALLMG INLET PROIECT10N ON PUBLIC STREETS
• SPECIAL CAUTION MUST BE EXERCISED WHEN INSTAILING CURB INLET PROTECTION ON PUBLICLY TRAVELED
STREETS OR IN DEVELOPEO AREAS ENSURE THAT INLET PROTECTION IS PROPERLY DESIGNED, INSTALLED AND
MAINTAINED TO AVOID FLOODING OF THE ROADWAY OR ADJACENT PROPERTIES AND SiRUCTURES.
' A TWO INCH OVERFLOW GAP OR NEIR IS REQUIREO ON ALL CURB INLET PROTECTION �EVICES
• iRAfFIC CONES, WARNING SICNS, OR OTHER MEASURES SHALL BE INSiALLED i0 WARM MOTORISTS wHEN THE
INLET PROTECiION MEASURES E%TEND BEYOND THE GUTTER LINE
• 2"X4' WEIR PROTECTION.
BEN� WIRE MESH AROUND THE 2" %{" 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
ftOCK BAGS SHALL BE PLACED PEftPENDICULAR TO THE CURB. AT BOTH ENDS OF THE WOODEN FRAAIE.
TO DISRUPT THE GLOW AN� DIRECi WAiER INTO THE ROCK FILTER. STACK THE BAGS TWO HIGH IF NEEDED.
' 2"X4" VARE (HOG W1REJ WEIR PROTECTION
THE FILTER FABRIC AND W1RE MESN SHALL E%TEND A MINIMUM OF 12 INCHE$ PAST THE CURB OPENING ON
EACH SIDE OF THE INLET
FILTER FABRIC SHALL BE PLACED ON 2" X �' WIRE MESH TO PREVENT THE iUBE FROM SAGGING INTO THE INLET
ROCN BAG$ ARE USED TO HOLD THE VnRE MESH AND FILTER FABRIC IN CONTACT vnTH THE PAVEMENT
AT LEAST ONE BAG SHALL BE PLACED ON EITHER SIDE OF THE OPENING, PARALLEL TO ANO UP ACAINST iHE
CONCRETE CURB THE BAGS ARE INTEN�ED TO DISRUPi AND SLOW THE FLOW AND ENSURE IT DOES NOT GO
UNDER THE FABRIC ADD BAGS IF NEEDED
ROCK BAGS �
2" GAP 1
2"X4" WRE MESH \
�� �� 1
\\�//\\/� ' ^ • - " • . .
��\�/�\. .
/�� FILTER FABRIC —
/�� ' SECURED TO 2'X4" � �
/��\\� WIRE MESH LEAVING �
\�� OVERFLOW BETWEEN a \\\
�\//\�\/ THROAT �ANDNiOP %/�.
/\\��' OF FABRIC ' �/�\
/ �� �/
��� � �\
'�/\��i ; � �/��
%\� ' �
: ��%� < � .��%'
ORT WORT
FILTER FABRIC
SECURED TO 2"X4"
WIRE MESH
I � . • .
WIRE
EXISiINC CURB
INLET (ALL TWES)
CITY OF FORT WORTH, TEXAS
2"X4" WIRE WEIR
CURB INLET PROTECTION
« ►� ► � �►� � ��.► ��. 1 � ► � �
REVISED 04-30-2021
01 57 13-D430
Inp pro�ecl
5�ole Cit of Fort Worth, Texas Hucsaois
teague nall and perkins, inc h,,;� ♦ Y
5237 N. Riverside Drive, Suire l00 N/A Improvements for shee}
ForfWorlh,Texas76137 Ve� EARLY CHILDHOOD CENTER #1 � 4
817.336.5773 ph 817.336.2813 fx N/A
wN,N,��P����am date SWFMA EXHIBIT of
TBPELS:ENGRF-230;SURV10011600,10011601,10194381 JUN 2025 EROSION CONTROL DETAILS (5 OF 5) �� '
Page 26 of 31
D225148304
i a- � 5=o a- I
r► B
,� � ��
I I
I%- ---� i I A
�`��� `�j/, ;� � � � .,
�,� I`\�GJ�/ � I I
� �essnom'�' ' �� �k� � _
I �SOB'OA.Bw.
� — — �\ MOqcSECMCEND�
m I I � I I ` aEiow `ncE
�oH,�o� Pah, J I �'-
L► g ' '
PLAN VIEW
Si ANHaLE � CONCIVOEIE� RAOEERIN SS�RE NOT PEFMITIE�
DONELSRcuMxl2oRu
FlNi5HE0p5iH [To�4 �TO 1Y' CiRCUNi{R[Nn��l B
6o Y�D�E COLLAR NC,\ � a nFv�v
MONCITII �AN ��
I CALLT) B RS �� �� �) II BARS T-�
peie o.c
euts c
ura[s�e'ac � "'`
[x se �..' / <
ow vn �
o�psn� M���o�
orPi�Rp°'o�� av�rive
oi
e� m -
�� �_
�I �� a w��cr �� roc
� �
� I '� :
� �
1 - � - Hpe�te� a�cs � rvore
Lr jI--44���.�� ( WA�LL HEIGHi puN MI� PROFlLE SHEE3
I �r�/✓/��,r"s'-I� YACEftS) RR
+—�: ��" ._ s�ove a/e• ro oan��
�o� �n�
RpNFq2pxG
o.� � rvOT SNOva� FOR
anRnr.
mL� ,., ,�
anas c �' 3
3 t/3' 1YP .
IB7 I
CORNER DETAIL
- =�' �`7.. \�T J,�(�` � t l ml
:�`:_.`�r
I=I • •• SECTION A `�aIR I
rs o e• o.c e.w
6" MIN. AND \.
12" MAX. �
INITIAL BACKFILL �
ORT WORT 0
�BACKFILL PER IN
ACCORDANCE W17H
SEC710N 33 O5 10
95.R COMPACiION
-2% TO +59. OF OPi1MUM �
MOISiURE CONlENT
\
. �
CITY OF FORT WORTH, TEXAS
STANDARD5'SQUARE
JUNCTION BOX
s' ��
VARIABLE
Dld. '
6" MIN. ANC 1`
12" MAX. I
BEDDINO �
�CRUSHED ROCK PER
SECTION 33 05 10
24" MIN. TRENCH WALL
� CLEARANCE TO ALLOW
EMBEDMENTFOR STORM SEWER FOR PROPER COMPACiION
REINFORCED CONCRETE BOX ALL SIZES (T1�•�. 6" MIN. ALLOWED
N77H CSS, CLSM OR
CRUSHED ROCK MA7ERIAL
Page 27 of 31
' VroRiHTME ANODWENENTS�OF CiiY OF FESiRNOM
z � �o��aE,� �,.LL �.,� . u���M�M
x� Ro�,�a�� =�TM ��« aE �R�oE so�
l TMER�qnN�P2CiNCN51EEL 4�ALL M�K MINIMUM
i0 CENIER OGSB�RSnNG TO RE1NfqtCING AFE
�. n¢n ar nr�o ecr+o eus rs xECEss�nr �o
aci a �Em�naJ oE,.�� �cn�
REVISED: 9/09I2022
33 49 10-D410
3'
sY�— � - -
/3 BARS 9 � P�
15" O.�E.W. ���
s'
I
�
�� � �
N.T.S.
5�ole Cit of Fort Worth, Texas
teague nall and perkins, inc h,,;� Y
5237 N. Riverside Drive, Suire l00 N/A Improvemenis for
ForfWorlh,Texas76137 �e� =ARLY CHILDHOOD CENTER #1
817.336.5773 ph 817.336.2813 fx N/A
wN,N,��P����am date SWFMA EXHIBIT
TBPELS:ENGRF-230;SURV10011600,10011601,10194381 JUN 2025 DRAINAGE DETAILS (1 OF 3)
YAR/ES PER PUN
r r}RPC�L 8�1R5 a. BEMVD (33 19 10-�415)
� 9�F5 � BETOND � o� A%IMUM PIPE NSIDE �IAMEiEft �OR WALL
/
� acNcmnnoMs �
f�.#'t-Y.� a:-� Y ,`^-Y •i a: courv�ieNr Mnr ec usco, w
� -.-�:: l.J,.t": r.:� _ . . ,�ERE P�� �
a�R� � � rt — �f — �. � oo�°`� E�'aa. ft'aP ,..,,� ��,..a
CiRCUMFERENPK. CENIFRED UNDER RINC ARE�;
�y� I I I �," �� BARS D PRECLVOES 6' COWR �RWND CRADE RiNCS
� � * t ~. Vn SOII RE SIZE
BNSIOE iACE� � ' S' SOII�RE 19'
• I ��, 9�F5 D �i �p 6' SOU�RE 60'
WALL BETCNO 1� I f I �,�
L
- T—T=T _,.::�,,:,:,
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� I--t=t—t--�
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I � ..... —�S ..� _',��i .:i..: ".�
���/.�).��•'•.:� .!�,.� .._. I
BARS B � � � �� N01E„
SECiION B :s PSEioMr�oHsoaM oaniry
Inp pro�ecl
HUC24012
sheef
15
17 �
rt
fD
Q
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V N (D
�
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TABLE OF DIMENSIONS AND REINFORCING STEEL
(Wings far ane structure entl)
_ Dimensions Varra6le Reinlorc�ng Es[imaletl -
Ouantr[�es � �
_ ' per it of j
- MNaxrmum ears l] 9a�s l2 �ng length
11 (2-win9sl
_ He� gh[ W X Y � qeinf Conc
- � Spa � Spa 6/Ft) (CY/F[J
2'-E' 2' S' ]'-0" 9" >" k0 ]'-0" 1'-0" 3313 02G8
� a Ya
om
3'-0" 2'_5" ],-0„ 9" ]„ k4 ]'-0" 34 1-0" 3JOJ 026]
3��., ��_5�, �,-0„ q. �„ �,-0„ ('-0" 3]]0 02]3
�- b0 CO
_ _ �,-0. _ aa�
_� 4 o z s q � sa i� xa i o 3 o�es
_= q,_6„ 3,_2„ �,_6., �,_0„ �, Q �,_Q„ � �,_p„ 0l]5 0330
c # #
_ 5'_0" 3'-2" ]'6" ]'-d' ]" N4 ]'-0" F4 1'_0" 4509 0343
`- 5'�" 3'-�" ]'6" ]'-d' ]'-0" ('-0" 45�5 0355
ya � ua aa
= 6-0' 3-2' ]'�' ]'-d ] 0 ]'-0' 0 1-0' 0642 036]
*`c N F
- l'-0" 3'�" ]•J„ ]�" )" F4 ]'-0" #4 L'-0" 52)l 04L4
_ 8'-0" 4'-2" Y-0" ]'-6" b" #5 ]'-0" K4 !'-0" 6019 0486
, g�-0�, q�_8�, 2,_3�, �._q, g,� 6„ 6' 81 a9 I 0 535
,v b0 ff0
�� l0�-0�� 5_T� 1,_6" 1,_0., 9" #5 b" #0 6" 9J 25 I O Stl4
!1'-0" 5'-8" Y-9" Y-3' 8" N6 6" /l5 6" 33365 I 0634
-_ iz_o. e_r 3,-0. z_y, y. c. ns r �szzz I o�z�
13'-0" 6-8" �-� Y-9' 6" >,5 6' 1�890 OH56
T� ro-o �-z s-e 3-0 �-a ae e ns e z�eix o�sv
aaT
]S'-0" J'-8" 4'-0" 3'-d' ]'-]" .Y9 fi" #6 6" 28306 (068
_ 16-0" 8'_2" 4,6„ 3'-d' ]'-3" #9 6" #6 6' 29J 02 I] 234
` � (a� � F�„�snad g.aee
- - x � (roadway slope)
__ ��\ ;4=
� d _______�?.L�
_���
TAHLE OF WINGWALL
REINFORCING
(z-wings)
Bar Size No Spa
O HS - i'-0"
F N4 - t_�"
G #6 4 =
_ �,_0„
R HS 6
v xo - r-o°
TABLE OF ESTIMATED
CULVERT TOEWALL
OUANTITIES
Bar Srze No Spa
L - I'-6"
P 1 -
Rern((L6/F[) 245
Conc(CY/FI) 003I
R - ��
_ . \ \� -Conpenms [o slope
= p �\ ! per ,dicular , oadway ll
�\ J
P � G
x � �-- s�
_' - , n or v— � � I �
-c„
¢v�
�,� � !
� ` _ __ !__ ____ _ __ _ ___ ____ __�� ___ ___ ___ ___ _____ .
o � � � �_ I _ f_ {__ {--°_ a_F___J_
:I F I E;' � N.I �� /
_ vo _ INSIDE ELEVATION
X � 8"� Y (Shl w�ng rernforcingo Culver[ and rulver!
[ocvall rcintorc�ng n[ shown for clar�[yJ
G �R��aF D� � -�
F�e'm�ss��ble � a 2��
� �K' � �R,2�
�Y�� �� - , _.
_ �!,o ��a
�
_ � � ,, �, ti;,. � � �
�, �
=-' I F � � � .
� �co��c �o��cJ � �, .
M 1 I
�„�4wa�� �oewa�� 6
WING DIMENSION FORMULAS
(AIl values are �n Fee[J
_ +C-0250'
Lw = (Hw - 0333'I ISU
For cas[-in-olace culver[s
Lhi = (NJ (5) + (N + 1) (II)
or precas[ culver[s
LI vi = (NJ (2U f 5J + (N - ➢J (0 5'1
To(al Wrngwall Aica (Lwo wings -SFJ =(Hw + 0 333) (Lw)
He�9h( ol win9O all
sL ]= sme srope ra lbonzomai ] verticzp
en9�h of win9wall
L[w = Culver! [oewall englh
m = m�i�,oei of �m�err spa�s
See aFP���able box culver[ s[andard sheet for H, S, T, antl U values
U � U', � U',
5 5
oe� c°rner
o=�
�1�` �_�__ � � _ __�
Len9LA of w�ngs �', � �', '
tiasee o� s� � � �, �
slopc along '�
fh�s Irne — '�
�Sl \
Toe of ', y � ',
slope _� �T -
Y
� �1 � '� �
� , PLAN _A
lShow�ng tliinens�onsJ
� P�
����e�r eo«a,n
� � =�e,e,nFr�mg
��—� . .
� 1
� L NI
��,�e,r�oewa�� _ d-
WINGWALL FOOTING AND TOEWALL
SECT/ON A-A SECTION 8-8�
CORNER DETAILS
J I 1 NI
j o
12
� �v
�
o� �
BARS R
q,_Q„ I
BAFS D
BARS� J 9Aft5 V
� o� ��
BARS L BARS 12
�I��Ex[entl Bars P 3'-0" minrmum �nlo bot[om slab of
� ' box culver[
2�Ad��s[ as n ai� [o marn[a n �]A2" �lear
a�,������ , eoc�i����oa s
� 3\quanf�[ies shorin a e basetl on an average viing hergh[
"�or �w wings (one s uc enrl) io delerm�ne toLal
quanti[res for h�o w ngs �nul[�pry the [abula[ed values
bY Lu'i
com�nendetl values of s�ae slope are 2(. 3], 4], antl fi S
(5)When shown elsevihere on [he plans, co
` S deep con re e iiprao Paynienf (or iipiap is
�n�eau��ee�e,��aem a3z,°a�P�ap,, u�ress o e
own o� rne P�ars o� a,re�rea tir rne e�9�n�ee�w�s
oro�,ae a 6- w,oe br rc� oeeo ,e,oio,ceo
wau zm�� au ee�es ot rne ��p�ap
ao�a�em ro��a � i e.o��o, . fo��e rne o �an oy
e�d��� ry�ai � orap r orr��g ��m me roev�an, a�a
e�d � o� �o��cs o��eioo�eo io���s
exf ed �r�s he�tl�ieClion o/ llov� a
e�sea��e oFme ��P�aP ar�or� �ai:�oFaoo oxm�areiym�
When suclt �i s provided� [he culvei[ foewall
praP i
sM1own rn SEC(ION B-6 will no[ be requrred
6�AL Con(rat(or's a�trori, tulver( Loew iay be e��tled
flush wi[h wingwall [oewall Ad�us[�reinforcing
as �eeded
���0" M 5'-0" Max Es! na[ed cuib heigh[s are sliovin
ueae.,���.,��
�ra�i o ortis r�ner�ena� i'-0� rerer�ro ene��exce�oea c�re
ca�is Ieco1 ��a�da.d snee� F
oeM1 T63] orT631L5 br r�ge rail, re(e� fo fhe Moun[rng
[arls for i63] 6 T631L5 Fails (T631-CM)
5�fantldr� sfiee! Re/er to [he Box Culver! ftarl Mount�ng
De[ails (RAhJ s an�ard shee[ for sfruc[ures wrth 6i�tlge
rail o[her [ an�T63] or T63➢LS
�s� F. ��n,�,� saf��Y r�� �o.,ow,�9 .�4�.�,,,���= m�=� e� m��
- . Fo� s�ruct watnout b.�tlge raii consrruct curbs
no more Lhan 3" bove frnished giatle
. Fo wi[It bridge ra�l, consfruc[ [urbs 11u51r
FCAuce [�u�rbfhcish[s��ifarr�ecessai [ !hc abovc
g ', ro rc90 uecs f
aoaes vi 11 be ma�e ir � n res an0 no add���onal i a�on
woll be Ifowetl for [his work �
MATEFlAL NOTES
�dc Clasz C conc�etc (f'c=3,fi00 ps�)
Provi�e 6ratle 60 �ern(o�c�ng s[eel
Provioe galvanizetl reintorcii�g steel �f required
elseviAe�e rn �ne plzns
In rrpiap concie e, syn[he[ic libers I�s[ed on [he
'Fibcrs fo� Concic[e" r�al Produccr L�st (A1PL)
inay 6e usetl rn lieu o( steel re�nforc�ng unless noteQ
o[herwise
G�ENERA� NOTES
a � ,a,,, nnsHro �aFo s, a
sPe� �i �ano�s 9 ro � e� o�s�9n
When s s faunded an salid rock, dcoth of
�ntl win9w�115 m ietlu[ed
y De
eelrmrna[ed as tlirec[ed by the En9� eer
or �ulver[ Supplemen! (6C5/ slandaio sheef
fo$eatltllxonal o mensrons anQ in(orma[�on
The quanG[ics for concretc and re�nforcing s ecl
rng Iro�� I lormulas 9rveri on iliis sAee are
for Con[rac[or's informa[ion only
Cover dimensions are cleai tlimensrons, unless no[ed o[Aeiwise
R����o.���v e,me��,o�� a,e ou�-�o-o�� oF ea,s
�m enege
,Texas Department oI hansportaflon St�anEaM
CONCRETE WINGWALLS
WITH STRAIGHT WINGS FOR
0° SKEW BOX CULVERTS
SW-0
�.' ..,,.._ � o, �m..�, -.,,.-�.,.:..��,r
v
N
N
fi7
�
�
�
c/.i
0
�
�
�
(�
�
N
�
0
�
�I.:
�
D225148304
18" THICK ROCK R/P-RAP
� 6" TH/CK BEDD/NG
�XCAVATE TO TH/S L/NE & INSTALL FILTER FABR/C PER
MANUFACTURER S RECOMMENDA 110N
FABR/C SHALL BE GEOTEX 1071 OR EQUAL
ROAK R/P-RAP GRADAAAN
18' 1HlCKNESS AF RI�AP
S/EIiE S/ZE - q, PASS/NG
SQUARE MESH
21" 100
18" 65 - 100
12'° 35-65
8" 15-40
6" 5-25
4" 0 - 15
iZOGK RIP R�P D�T�IL
N.T.S.
Page 29 of 31
Inp pro�ecl
5�ole Cit of Fort Worth, Texas Huczaoiz
teague nall and perkins, inc h,,;� Y
5237 N. Riverside Drive, Suire l00 N/A Improvements for shee}
ForfWorlh,Texas76137 Ve� =ARLY CHILDHOOD CENTER #1 � 7
817.336.5773 ph 817.336.2813 fx N/A
wN,N,��P����am date SWFMA EXHIBIT of
TBPELS:ENGRF-230;SURV10011600,10011601,10194381 � uN soss DRAINAGE DETAILS (3 OF 3) �� '
D225148304
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY
OPERATION AND MAINTENANCE PLAN
Page 30 of 31
The only responsibility the City of Fort Worth has in the operation and maintenance of
this Facility is inspection.
General Maintenance Procedures
The structural and functional integrity of the Facility shall be maintained at all times by
removing and preventing drainage interference, obstructions, blockages, or other adverse
effects into, through, or out of the system.
Periodic silt removal shall occur when standing water conditions occur or the pond's
storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin
returned to original lines and grades shown on the approved engineering plans. In
addition, corrective measures are required any time a basin does not drain completely
within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in
basins designed for dry detention purposes.
Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary
to maintain proper operation of the basin. Disposal shall be in accordance with federal,
state and local regulations.
Detention facilities shall be mowed monthly between the months of April and October or
anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream storm sewer system a wire
mesh screen or similar screening device shall be installed over the outlet until final
acceptance.
4. PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log should
document the condition of the detention system's primary components, mowing,
and silt, litter and debris removal dates. Document aeration of the basin bottoms
and replanting to prevent the sealing of the basin bottom.
• Written maintenance and repair records shall be maintained by the party or
parties signing the attached Agreement and shall be provided to the City upon
request.
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 11/19/2020 JLE
10
FORT WORTH
Facility Name:
Exhibit "D"
INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN
Basin/Pond Number: Inspected By:
Facility Agreement Number:
Date:
Type of Inspection: Annual , Quarterly , Monthly , Routine , or Storm Event ,(# days since event
Basin Conditions:
1. Is there standing water or wet spots?
2. Does sides or bottom show signs of erosion, settling, cracking, etc?
3. Does dam or emergency spillway show signs of erosion, settling,
cracking, or other problems?
4. Is there evidence of animal burrowing in dam?
5. Is there evidence of changes in shape or volume of basin?
6. Do vegetated areas need mowing?
7. Are there trees or woody growth in dam?
8. Are there areas that need to be re-vegetated?
9. Is there any accumulation of silt, trash, debris or litter in the basin?
10. Are there any other basin maintenance activities needed?
Structural Components:
1. Are pipes, channels, trash racks, etc. free of obstructions?
2. Are pipes, spillway or trash racks in need of repair?
3. Is the low flow or trickle channel in need of repair?
4. Is the outfall channel in need of repair?
5. Are there any other structural maintenance activities needed?
Plan for correcting deficiencies:
Signature:
Owner's Representative
Date:
CFW- SEPTEMBER 2015
Form CFW-6
Appendix A
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
Yes_ No _ Comments
°�
Stormwater
.:�, „�,
)
A-17
v
N
N
�
�
�
W
0
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a�
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F�RT��RTHo
City Secretary's Office
Contract Routing & Transmittal Slip
Contractor's Name: CB-Direct Bonds Ranch, L.P.
Subject of the Agreement: Revocation of Drainage Channel contract 63781 due to failure to
construct facility. SWFMA-25-0011
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 0
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-25-0123
*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.