HomeMy WebLinkAboutContract 63611Date Received: 7/7/2025 Permit No.: SWFMA-25-0032
Time Received: 8:10 a.m. City Secretary No.: 63611
DRAINAGE CHANNEL
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 7th day of July
2025, by and between Texas4 Land LLC, a Texas limited liability company, acting by and
through Cooper Conger, its duly authorized Manager 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 Robert R. Ramey Survey, Abstract No. 1342, City of Fort Worth.
County of Tarrant, being part of Lot 9R, Block 2, Masonic Home Addition, Second Filing,
an addition to the City Fort Worth, Tarrant County, Texas, , recorded in Cabinet B, Slide
2714, Map Records, Tarrant County Texas, and being part of a tract of land described in
General Warranty deed with Vendor's Lien, recorded in Document #D224197586,
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 Masonic Homes Addition #2,
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
OFFICIAL RECORD
CITY SECRETARY
DRAINAGE CHANNEL MAINTENANCE AGREEMENT FT. WORTH, TX 1
Rev. 03/01/2022 BN
and assigns, the location and dimensions of which is shown and more particularly
described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and;
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner, its successors and assigns, shall adequately construct and
maintain the on -site 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 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
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev. 03101/2022 BN
citizen complaints. The City shall provide the Landowner, its successors and
assigns, copies of the inspection findings and a directive to commence with the
repairs if necessary.
4. In the event the Landowner, its successors and assigns, fail to maintain the
Facility in good working condition acceptable to the City, the City, its
authorized agents and employees, may enter upon the Facility Property and
take whatever steps necessary to correct deficiencies identified in the
inspection report and to charge the costs of such repairs to the Landowner, its
successors and assigns. It is expressly understood and agreed that the City
is under no obligation to routinely maintain or repair said Facility, and in
no event shall this Agreement be construed to impose any such obligation
on the City, such oblieation is Landowner's.
5. The Landowner, its successors and assigns, will perform the work necessary to
keep the Facility in good working order as appropriate. In the event the City
pursuant to this Agreement, performs work of any nature, or expends any funds
in performance of said work for labor, use of equipment, supplies, materials,
and the like, the Landowner, its successors and assigns, shall reimburse the
City upon demand, within thirty (30) days of receipt thereof for all actual costs
incurred by the City hereunder. In the event that Landowner or its successors
or assigns fail to pay the City for the costs incurred under this section, the City
shall impress a lien for the costs of such work upon other lots owned by the
Landowner. Such lien shall be perfected by filing in the office of the County
Clerk of Tarrant County, Texas an affidavit identifying the property to be
charged with such lien, stating the amount thereof, and making reference to
this Agreement.
6. This Agreement imposes no liability of any kind whatsoever on the City. THE
LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM
ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO
OPERATE PROPERLY, LANDOWNER COVENANT AND AGREE
AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND
THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
ANDEMPLOYEES 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.
S. 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
Executed this 3 rd day of July
CITY OF FORT WORTH
C�4i
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: 07/03/2025
Approved as to Form and Legality:
-N. ke Vln Allievs, //
M. Kevin Anders, II (Jul 1, 202515:28 CDT)
M. Kevin Anders, I I
Assistant City Attorney
City Attorney's Office
Date: 07/01 /2025
2025.
LANDOWNER
Texas4 Land LLC
A Texas limited liability company
By: Cooper Conger
Its: Manager
Date: 7 j.' 9
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.
Kebecca Owm
Rebecca Owen (Jul 1, 2025 17:37 CDT)
Rebecca Owen
ATTEST: pro ° �09°o Planning Manager
�a
07/01 /2025
Date.
Jla/nnette S. Goodall
City Secretary
Date: 07/07/2025
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 5
Rev. 03/01/2022 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on July 3rd, 2025 by
Jesica McEachern, Assistant City Manager of the City of Foil Worth, on behalf of the City
of Foil Worth.
o�Pav a�a KATREEN BRANORD
= Notary Public
+ STATE OE TEXAS
Notary I.D. 12197197
"FOFP My Comm. Exp. Apr. 12, 2027
LANDOWNER
STATE OF���
COUNTY OF Nkk
Notary Public, State of Texas
0
0
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
` U 19U5, 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 ` 7- y o (entity), a
(entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this
A
Of ALL , 20
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101 �3:' 1V0. 2110, 0�6���0 .•�:
0.11161.
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
No ary Public, State of
'�>4 pm-t�
14 day
- 3-aba
M.
EXHIBIT "A"
LEGAL DESCRIPTION
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
EXHIBIT A
Stormwater Detention Facility
Masonic Home Addition, Second Filing
Robert R. Ramey Survey, Abstract No. 1342
City of Fort Worth, Tarrant County, Texas
BEING a 10,669 square foot or 0.245 acre tract of land, situated in the Robert R. Ramey Survey, Abstract Number 1342, City of
Fort Worth, County of Tarrant, Texas, being part of Lot 9R, Block 2, Masonic Homes Addition, Second Filing, an Addition to
the City of Fort Worth, recorded in Cabinet B, Slide 2714, Map Records, Tarrant County, Texas (M.R.T.C.T.), and being part of
a tract of land described in a General Warranty Deed with Vendor's Lien to Texas4 Land, LLC, recorded in Document
#D224197586, of the Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.), and being more particularly described as
follows:
COMMMENCING at a 5/8 inch iron rod with red cap stamped "1640" found (Controlling Monument) at the Southwest corner
of said Lot 9R, Block 2, same being in the North right of way line of Eastland Street, a 50-foot right-of-way, and being the
Southeast corner of Lot 12, Block 2, Masonic Home Addition, Second Filing an Addition to the City of Fort Worth, Texas,
recorded in Volume 309, Page 37 (M.R.T.C.T.);
THENCE North 00 degrees 47 minutes 14 seconds West, with the common line between said Lot 9R and said Lot 12, a distance
of 125.00 feet to the POINT OF BEGINNING;
THENCE North 00 degrees 47 minutes 14 seconds West, with the common line between said Lot 9R and said Lot 12, a distance
of 75.00 feet to a 1/2 inch iron rod with yellow cap stamped "R Coombs" found for the Northwest corner of said Lot 9R, same
being the Northeast corner of said Lot 12, and being in the South line of Lot A, Block 2, of the Replat of Lots 7 and 8, Block 2,
Masonic Home Addition, Second Filing, an Addition to the City of Fort Worth, Texas, recorded in Volume 2160, Page 608
(M.R.T.C.T.);
THENCE North 89 degrees 12 minutes 46 seconds East, with the common line between said Lot 9R and said Lot A, Block 2, a
distance of 80.00 feet to a 1/2-inch iron rod with yellow cap stamped "R Coombs" found for an interior common corner between
said Lot 9R and said Lot A;
THENCE North 00 degrees 47 minutes 14 seconds West, with the common line between said Lot 9R and said Lot A, a distance
of 88.18 feet to a 1/2-inch iron rod with orange cap stamped "R Coombs" found (Controlling Monument) for the North corner of
said Lot 9R, same being the Northeast corner of said Lot A, and being in the Westerly right of way line of Vaughn Boulevard, a
60-foot right-of-way;
THENCE South 42 degrees 52 minutes 09 seconds East, with the common line between said Lot 9R and said Vaughn
Boulevard, a distance of 139.03 feet to a 1/2-inch iron rod with orange cap stamped "ARA 6671" set for corner;
THENCE South 89 degrees 12 minutes 46 seconds West, over and across said Lot 9R, a distance of 108.92 feet to a 1/2-inch
iron rod with orange cap stamped "ARA 6671" set for corner;
THENCE South 00 degrees 47 minutes 14 seconds East, over and across said Lot 9R, a distance of 55.00 feet to a 1/2-inch iron
rod with orange cap stamped "ARA 6671" set for corner;
THENCE North 89 degrees 12 minutes 46 seconds East, over and across said Lot 9R, a distance of 159.03 feet to a point in said
Vaughn Boulevard;
THENCE South 43 degrees 28 minutes 31 seconds East, with the common line between said Lot 9R and said Vaughn
Boulevard, a distance of 6.80 feet to a point for corner;
THENCE South 89 degrees 12 minutes 46 seconds West, over and across said Lot 9R, a distance of 227.90 feet to the POINT
OF BEGINNING and containing 10,669 square feet or 0.245 acre of land more or less.
BASIS OF BEARINGS: Bearings are based on GPS observations using the State Plane Coordinate System, Texas North Central
Zone 4202, North American Datum of 1983 (2011). All distances are surface projection, using a scale factor of 1.00012 (TXDOT
scale factor).
PAGE 1 OF 2
PAGE 2OF2
LOT B
✓OSE G. QUEZADA
DOCUMENT #D208028665
O.P. TC.T
REPLAT OF LOTS 77, BLOCK2
MASONIC HOM ADDITION
SECON FILING
VOL. 2110, PG. 608
.R. T.C.T.
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IRFOC R COOMBS-,,
0
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LOT A Z
✓OSE G. QUEZADA p
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#D208028665
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\ GRAPHIC SCALE
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\ 1 inch = 50 ft. (IN FEET)
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10,669 SF o
IRFYC R COOMBS
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0.245 ACRES
100.0'
N 89° 12' 46" E 80.00'�
t 100.0'
IRFYC R COOMBS
5' UTILITY EASEMENT
CABINET B, PG. 2714
Z
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S 89° 12' 46" W 108.92 - �15'
(D. R. T. C. T)
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(D. R. T C. T)
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STORMWATER fn
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DETEN ON
IRFOC R COOMBS 529
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N 89° 12' 46" E 159.03'
POB r S 89' 12' 46" IN227.90' """--LIMITS `LIMITS OF THE
LOT 12
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CRYSTAL GUTIERREZ O
DOCUMENT #D218188024 °
O.P. T.C. T A
BLOCK2 a
MASONIC HOME #2 ADDITION
VOL. 309, PG. 37 N
M.R. T.C.T. P
0
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POC
IRFRC 5/8" RPLS 1640
100.0'
N
-- - - — - — - — -�-
LEGEND
SWFMA
BOUNDARY
EXAS4 LAND, LLC
DOCUMENT #D224197586
O.P.R. T.C. T.
LOT9R, BLOCK2
MASONIC HOME #2ADDITION
CABINET B, SLIDE 2714
M. R. T. C. T.
RIGHT OF WAY\
DEDICATION
CABINET B,
PG. 2714
R. T. C. T)
S 428' 31" E
6.80,
EASTLAND STREET
50' RIGHT OF WAY
CENTERLINE
Revisions:
0 F 4/23/25-Updated New Owner Information
E ............. T
P . S T 6/4/25- New Lot Configuration
e' +
CM
CONTROLLING MONUMENT
/�
O.P.R.T.C.T
OFFICIAL PUBLIC RECORDS
TARRANT COUNTY, TEXAS
IG - 0
M.R. T C. T
MAP RECORDS TARRANT
o 6 6 71
POB
COUNTY, TEXAS
POINT OF BEGINNING
S S p?P ��
7I/� "'
............ �-�
POC
POINT OF COMMENCEMENT
S U R`I
1/2 INCH IRON ROD WITH
06104125
O IRFYC
YELLOW CAP STAMPED 'R COOMBS" FOUND
1/2 INCH IRON ROD WITH RED
Q IRFRC
CAP STAMPED "R COOMBS" FOUND
ARA
E) IRFOC
1/2 INCH IRON ROD WITH ORANGE
CAP STAMPED 'R COOMBS" FOUND
SURVEYING
IRS
1/2 INCH IRON ROD WITH ORANGE
3615 KARNAGHAN LANE
CAP STAMPED ' 4RA 6671 " SET
MELISSA, TEXAS 75454
TEL:(972)946-4172
TBPELS NO.10194713
BASIS OF BEARINGS: Bearings are based on GPS
observations using the State Plane Coordinate System,
Texas North Central Zone 4202, North American
Datum of 1983 (2011). All distances are surface
projection, using a scale factor of 1.00012 (TXDOT
scale factor).
EXHIBIT A
Stormwater Detention Facility
Masonic Home Addition, Second Filing
Robert R. Ramey Survey, Abstract No. 1342
City of Fort Worth, Tarrant County, Texas
TECHNICIAN DESIGN FILE NAME SCALE I DATE
GONZALEZ 24102-3325 Eastland St Ft Worth- 1"=50' 03/25
Exhibit 9R-X
PARTY CHIEF CALCULATIONS I FOLDER FILE NO.
RODRIGUEZ A. RODRIGUEZ I SURVEY 24102
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev. 03101I2022 BN
EXHIBIT B1: SCHEMATIC PLAN - PLAN VIEW
1 o
\�_
C)
LOT A A
JOSE G. QUEZADA \
DOCUMENT #D208028665 \\ /
0.P.R.T.C.T. /
Q/ CROSS SECTIOP C—C
�I
4:1 SIDE SLOPE
9R—X
CROSS SECTION D—D 'OPEN SPACE
DRAINAGE
PROPOSED BERM — EASEM T q —
J
40 SY OF 8" ROCK
RIP RAP
(8" TO 12" DEEP)
s
— — 95 36FGB — — — — — \ \
n 94. G- \%G98.40FGT
695 5 PROPOSED 97.90FGB
`RETAINING WALL \ I
23.0' (CAST -IN -PLACE)
„9�d 9R-6
c
\ � \ I 1�- — -699-
4:1 SIDE SLOPE 97.25FCT
96.7�Fce SWFM A —
OPEN
RSPACE M ` ffffl BOUNDARY \
DRAINAGE J (SEE SWALE PROFILE \ / /
EASEMENT, Ii SHEET C- .2) � 6 1 SIDE SLOPE /
\ l 000 '
.-ANN-
0
0 -
01 5:1 SIDE SLOPE
70 4-
N
0 30'
SCALE IN FEET
1 "=30'
EXHIBIT B2: SCHEMATIC PLAN - SECTION C-C & D-D
Channel Report
Hy-fl. Express E tension MANotlask®C 13
CROSS SECTION C-C
User -defined
Highlighted
Invert Elev (ft)
= 693.65
Depth (ft)
= 0.36
Slope (%)
= 1,00
Q (cfs)
= 5.000
N-Value
= 0.035
Area(sgft)
= 3.91
Velocity (ft/s)
= 1.28
Calculations
Wetted Perim (ft)
= 21.37
Compute by:
Known Q
Crd Depth, Yc (ft)
= 0.28
Known Q (cfs)
= 5,00
Top Width (it)
= 21.35
EGL (ft)
= 0.39
(Sta, El, n){Sta, El, n)...
(0.00, 805.W)-(4.00, 804.00. 0.M3
(15.37,093.85,0.035}(2s%894.00,
0.035}(45.30. 885.00, 0.035)
Elev (ft)
696.00
695.50
695.00
694.50
694.00
693.50
Section
oao w -5 0 5 10 15 20 25 30 35 40 45 50 55
Sta (ft)
Channel Report
my Ep�-E*tension br Auladeek® 1-by Aulotlesk l- rr.-Jy, 0q 312024
CROSS SECTION D-D
User- defined
Highlighted
Invert Elev (ft)
= 694.45
Depth (ft)
= 0.70
Slope (%)
= 1.00
Q (cfs)
= 4.500
N-Value
= 0.035
Area (sgft)
= 2.16
Velocity (ft1s)
= 2.08
Calculations
Wetted Perim (ft)
= 6.30
Compute by:
Known Q
Crit Depth, Ye (ft)
= 0.57
Known Q (cfs)
= 4.50
Top Width (ft)
= 5.55
EGL (ft)
= 0.77
(Sta, El, n)4Sta, El, n)...
(0.00, 898.10}(1.35. 808.00, 0.035}(5.05, 605.00. 0.035}(10.04, W.45, 0.035)-(10A4, 607.00. 0.035)
Depth (ft) Elev (ft) Section Depth (ft)
235 698.00 ass
1,85
697.00 2.55
1.35
696.00 1.55
0.85
0.35
-0.15
� v
695,00 ` 0.55
694.00 -0 45
693.00 -1 45
-2 0 2 4 6 8 10 12 14
Sta (ft)
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EG=693.5
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�ELEV =693,50
STA.: D+,00,00
I
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I
ON—JTF SVVALE
TC=693.50
`
END SWALE
EG-696.2
Xv
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x
TC=694.00
�,
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bit`
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,,
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EG=695.9
T
TC=694.50
ELEV=6�94.60
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EG=696.7
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TC=696.32
r
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ci
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'
IELEV =697, 52
'
S I A: 1 + / /. y5
RADE BREAK
UN—Z� I E SWALL I
D
EG=699.4
v
F—
IJ
FTI
TC=697.74
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0
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~1
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EG=700.2
y
TC=698.24
C,
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fT�
I�
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F—
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m
EG-700.7
ll
I
1FC=698.74
I
I
l
F
ELEV=699.20
/
STA: 3+4629
QN—>JTE SWALE
I
I
BEGIN SWALE
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EXHIBIT B4: PROPOSED DRAINAGE AREA MAP
TI
THE COMPOSITE'C'15057 FOR AREA A,
_THEREFORE WE USED O.60 PER ZONING TO BE MORE
TE
THE PROPOSED DEVELOPMENT HAS AN APPROVED
DRAINAGE STUDY SWM-2021-0034 (MASONIC HOMES /
ADDITION). THIS POST -DEVELOPMENT DRAINAGE AREA
MAP HAS BEEN UPDATED TO MATCH THE UPDATED —_
PROPOSED LOT LAYOUT. THE FLOW PATTERNS HAVE 1
BEEN DESIGNED TO MATCH THAT OF THE PREVIOUS
\CT10N B—B �r APPROVED DRAINA E T DY. 1'
82 �/ \\ \ ZONING (B) B,
— / /� o.�s \ /
/ J/ \ \ \ \ \EG"NG ZONING (0)' ^ \ O P\�— \II \ I`M / 0.31
\ \
// /� \ ( 1 I I ill 1 - Al
1\\I((110.11
14.591 J/
/, (QI�(� �. �;, , , \ \ ► I I , I FILE FN0. SG—; NSY7,95EM0 1.10
11 4////
I� INGIZ\ IN (0)\Q / / �/ I (/ // E70511NG ZONING (B)r
I \ w. � J / � / II
t "o- r
/
/
v t
�' it
G�RAYS'ONST----—J
1
41
PROP ISEDRINOFF N
DRAINAGE AREA Tc i3 S i10 RS 60 W qI O6 CH. Q. Q. w.
AREA (ACRESI C MN) 4" (iJhO IZ) (AJhrl Ii-1 IiYMI ICFSI ICFSI ICFSI ICFSI (CFSI —Si COL-10. POINT
I
STOTAL 9.]A 6085 50.91 STAI 6i.6B ISAS .1
200)
DR pOq ornmosi[e"c"'AREA A
AREA la! % C C%%
s o4Z o.w o.w SCALE IN FEET
ERvoDs o.sa o.sz o.ao o.1s 1 "=200i
Tofal 1.10 Im o u
EXHIBIT B5: TEMPORARY EROSION CONTROL SCHEMATIC
1
IC) IP BMP DESCRIPTION
/ Cr) 3 CONSTRUCTION PHASE
'
.pIN 4.e�pWEUD/,
W801M: NOYE �� DOOUY OP.ILT.00T1 / \ SF SILT FENCE
NR. iW, 11 A t-C1-\
w 0) \
O / 50'XW CONSTRUCTION EXIT
/ �C- / LIMITS OF SWFMA CE
� / DPEN SPACE 69 \
DRAIN CONCRETE WASHOUT PIT
�V^
`YYYYVVVV1111
co
/ ' /rp06 gg oR—a c�D 6 \
LO
to� OPEN
O.P.
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ADDITIONAL NOTES CONSTRUCTION PHASE TABLE
1 CONTRACTOR SHALL REFERENCE SHEET 1.1 FOR ADDITIONAL PHASE DESCRIPTION N
EROSION CONTROL NOTES.
2. REFER TO NCTCOG'S ISWM TECHNICAL MANUAL, 1 PRIOR TO EXCAVATION
CONSTRUCTION CONTROLS (APRIL 2010) FOR PROPER
CONCRETE SAWCUTTING WASTE DISPOSAL.
3. WASHOUT WATER FROM CONCRETE DELIVERY & WORKS MUST 2 AFTER EXCAVATION
BE CONTAINED AND MANAGED ON SITE ON AN ADEQUATE
CONCRETE WASHOUT SYSTEM. NO DISCHARGE OF CONCRETE 3 POST PAVEMENT CONSTRUCTION
WASHOUT WATER TO STORM DRAIN SYSTEM OR OFFSITE
ROADWAYS WILL BE PERMITTED. '
4. STONE OVERFLOWS ARE NOT TO SCALE AND ARE SHOWN FOR 0 60'
GRAPHIC PURPOSES ONLY
5 EROSION CONTROL MUST BE IN PLACE AND INSPECTED PRIOR
TO BEGINNING CONSTRUCTION. SCALE IN FEET
1 "=60'
EXHIBIT B6: PERMANENT EROSION CONTROL SCHEMATIC
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� �LIMITS OF SWFMA
/OPEN SPACEGRANAGE
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PERMANENT EROSION CONTROL NOTES
RIGHT OF WAY: APPROVED EROSION CONTROL BLANKET OVER
SEED OR SOD EIGHT FEET FROM BACK OF CURB
LOT PADS AND OPEN SPACE LOTS: SEED SOWN OR DRILLED
FOR FINAL ACCEPTANCE
BETWEEN LOT SWALES: VEGETATION ESTABLISHED EITHER
WITH SOD OR APPROVED EROSION CONTROL BLANKET OVER
SEED ONE FOOT BEYOND TOP OF SLOPE. A MINIMUM EIGHT
INCH WATTLE MUST BE INSTALLED AT THE DOWNSTREAM END
OF THE SWALE PERPENDICULAR TO FLOW 20' FOOT FROM
BACK OF CURB OR 10 FOOT PAS THE LOT PAD IF THE
DRAINAGE FLOWS AWAY FROM THE STREET.
'Dl SEED: ALL SEED SHOULD CONSIST OF SEASONALLY
VV APPROPRIATE MIX TO ACHIEVE IMMEDIATE GROWTH AND
CONDITIONS APPROPRIATE FOR PERMANENT COVERAGE.
ESTABLISHMENT OF VEGETATION: ALL AREAS WITH EROSION
CONTROL BLANKET OVER SEED OR SOD SHALL BE WATERED
FREQUENTLY ENOUGH TO ESTABLISH AT LEAST 70%
VEGETATION COVERAGE DENSITY OF ALL DISTURBED
SURFACE AREA TO A MINIMUM OF 2" IN HEIGHT WITHIN
REASONABLE TIME FRAME. WATERING SHALL BE DISPERSED
CAREFULLY SO THAT IT DOES NOT CAUSE EROSION.
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DOCUILDR.4DG�ObH2
ADDITIONAL NOTES
1. CONTRACTOR SHALL REFERENCE SHEET 1.1 FOR ADDITIONAL
EROSION CONTROL NOTES.
2. REFER TO NCTCOG'S ISWM TECHNICAL MANUAL,
CONSTRUCTION CONTROLS (APRIL 2010) FOR PROPER
CONCRETE SAWCUTTING WASTE DISPOSAL.
3. WASHOUT WATER FROM CONCRETE DELIVERY & WORKS MUST
BE CONTAINED AND MANAGED ON SITE ON AN ADEQUATE
CONCRETE WASHOUT SYSTEM NO DISCHARGE OF CONCRETE
WASHOUT WATER TO STORM DRAIN SYSTEM OR OFFSITE
ROADWAYS WILL BE PERMITTED.
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A SENT NpeRu�Oaa .
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0 60'
SCALE IN FEET
1 "=60'
EXHIBIT B7: EROSION CONTROL DETAILS
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PLASTIC ORANGE CONSTRUCTION
FENCE, IV HT. MATH POST S' D.C. AT
DRIP LINE OF OUTER MOST BRANCHES
WHERE FEASIBLE.
TREE PROTECTION FENCE
NTS
\J,
'N\\
PRESSURE TREATED #2 YELLOW PINE
2 X 4 WITH 1" SPACE BETWEEN EACH
12 GA. WIRE STAPLED TO EACH 2 X 4
7
EXISTING TREE TRUNK PROTECTION
NTS
EXHIBIT B1: SCHEMATIC PLAN - PLAN VIEW
LOT A
JOSE G. QUEZADA
DOCUMENT ID208028665
O.P. . T.C.T.
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7361.49 SF
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SWFIVIA
BOUNDARY
/�0007
7
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SYMBOL
10TY
IBOTANICAL/ COMMON NAME
ISIZE
ICONT.
ICAL.
INOTES
N
TREE
15
Existing Tree to Remain
•
6
Lagerstroemia indica / Crepe Myrtle
8'-10'
30 gal.
2"
FULL, MATCHING, SYMMETRICAL
0 30'
7
Pistacia chinensis / Chinese Pistache
10'-12'
30 gal.
X
FULL, MATCHING, SYMMETRICAL
SCALE IN FEET
1 "=30'
8
Quercus virginiana / Southern Live Oak
10'-12'
30 gal.
T
FULL, MATCHING, SYMMETRICAL
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 Insuection
• 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
o-
Fort Worth
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