HomeMy WebLinkAboutContract 63119Date Received: 4/18/2025 Permit No.: SWFMA-25-0003
Time Received: 9.32 a.m. City Secretary No.: 63119
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 18th day of April
2025, by and between Bloomfield Homes, L.P., acting by and through Clint Vincent, its
duly authorized agent and attorney in fact, 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 J. Jennings Survey, Abstract No. 875, Tarrant County, Texas
according to the deed recorded in Document No. D220347026, 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 Deer Creels Meadows Phase 4
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
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
OFFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03101/2022 BN CITY SECRETARY 1
FT. WORTH, TX
more particularly described by metes and bounds in the attached Exhibit "Al" and
"A2" ("Facility Property"); and
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner, its successors and assigns, shall adequately construct and
maintain 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 the Facility and
submit an inspection report to the City annually. The purpose of the inspection
is to assure 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
STORMWATER FACILITY 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, fails to maintain 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 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 AND
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev, OW0112022 BN
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 (I) 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
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.
sTORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 03/0 f /2022 BN
Executed this 18th day of April
CITY OF FORT WORTH
C>—C?'--�
Jesica McEachern
Assistant City Manager
City of Fort Worth
Date: Apr 16, 2025
Approved as to Farm and Legality:
Matthew Murray
Senior City Assistant Attorney
City Attorney's Office
Date: Apr 8, 2025
ATTEST:
Jannette S. Goodall
City Secretary
Date: Apr 18, 2025
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STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 6N
2025.
LANDOWNER
Bloomfield Homes, L.P.
a Texas limited partnership
By: Bloomfield Properties, Inc.
a Texas corporation
its general manager
By: Clint Vincent
Its: Authorized Agent and Attorney in
Fact
Date: -?— 7 —,2f
Contract Compliance Manager:
By signing, I acknowledge that 1 am the
person responsible for the monitoring and
administration of this contract, including
ensuring all performance and reporting
requirements.
kanolice Meiyck
Kandice Merrick (Apr 8, 202516:09 CDT)
Kandice Merrick
Planning Manager
Date: Apr 8, 2025
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STATE OF TEXAS §
This instrument was acknowledged before me on April 16th, 2025 by
.lesica Eachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of
Fort Worth.
osPRv m, KATHLEEN BRADFORD
� Notary Public
NO* STATE 01 TEXAS
9�OFP Notary I.D. 12197197
My Comm. Exp. Apr. 12, 2027
LANDOWNER
STATE OF Tt.XbtS
COUNTY OF
Notary Public, State of Texas
2
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
Te x a. S , on this day personally appeared 1 r�t N , ln(ut
(name), __ft* V V �/M 1 &—Fw,+ (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 eln m� idd Mmo s (entity), a
-_L� Ppl rt Sh,t (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this
of M a ravl 120 .
Notary Public, State of
:�s*xr •�,^ ROSALINDA VASQUEZ
Notary ID #134665539
My Commission Expires
December 4, 2027
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03101/2022 SN
7V day
EXHIBIT "Al and A2"
LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev, 0310112022 BN
1
"EXHIBIT A-1"
TRACT 1
PERMANENT DRAINAGE FACILITY EASEMENT
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the J. Jennings Survey, Abstract No. 875, City of Fort Worth, Tarrant County, Texas,
being a portion of Tract 1, Parcel A as described in deed to Bloomfield Homes, L.P., recorded in D220347026, Official
Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at a 1 /2" rebar capped Goodwin & Marshall found at an angle point in the west line of said
Bloomfield Homes Tract 1, Parcel A, being the northeast corner of a tract of land as described in deed to Jen
Holdco 23 LLC, recorded in D22321 1080, OPRTCT and the southeast corner of Lot 19, Block 1, Clark Addition, an
addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume 388-1 18, Page 66, Plat Records,
Tarrant County, Texas, from which a 1 " rebar found bears North 53 degrees 16 minutes West, 5.8 feet;
THENCE South 23 degrees 36 minutes 19 seconds East, along the east line of said Jen Holdco 23 LLC tract, a
distance of 4.49 feet to the POINT OF BEGINNING of the herein described tract of land;
THENCE departing the east line of said Jen Holdco 23 LLC tract, across said Bloomfield Homes Tract 1, Parcel A, as
follows:
North 66 degrees 23 minutes 41 seconds East, a distance of 418.20 feet;
North 78 degrees 03 minutes 07 seconds East, a distance of 173.22 feet;
North 66 degrees 23 minutes 41 seconds East, a distance of 274.84 feet to the beginning of a tangent curve to
the right, having a radius of 575.00 feet;
Northeasterly, along said curve, having a central angle of 23 degrees 11 minutes 34 seconds, an arc distance
of 232.75 feet, and a chord that bears North 77 degrees 59 minutes 28 seconds East, 231.17 feet to the end of
said curve;
North 89 degrees 35 minutes 15 seconds East, tangent to said curve, a distance of 469.75 feet to the beginning
of a tangent curve to the left, having a radius of 425.00 feet;
Northeasterly, along said curve, having a central angle of 33 degrees 20 minutes 50 seconds, an arc distance
of 247.36 feet, and a chord that bears North 72 degrees 54 minutes 50 seconds East, 243.88 feet to the end of
said curve;
North 08 degrees 03 minutes 49 seconds East, non -tangent to said curve, a distance of 27.41 feet;
North 53 degrees 08 minutes 26 seconds East, a distance of 64.47 feet to a point in the west line of a tract of
land as described in deed to HMH Deer Creek Land, LLC, recorded in D221379704, OPRTCT, said point lying in
curve to the left, having a radius of 1,960.00 feet;
THENCE Southeasterly, along the west line of said HMH Deer Creek Land tract and said curve having a central
angle of 01 degree 36 minutes 29 seconds, an arc distance of 55.01 feet, and a chord that bears South 36 degrees
03 minutes 19 seconds East, 55.01 feet to a 1 /2" rebar capped GMCIVIL set at the northeast corner of a tract of
land as described in deed to Jen Holdco 24 LLC, recorded in D224107499, OPRTCT, from which a 1 /2" rebar
capped GMCIVIL set at the southwest corner of said HMH Deer Creek Land tract bears a chord of South 37
degrees 57 minutes 17 seconds East, 74.94 feet;
Scale:
NONE
Sheet
0 0
MCIVI
Date:
2/ 1 1 /2025
1
Engineering & Surveying
Job No.:
10805
of
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
Drafted:
T.J.M.
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Checked: J.S.B.
0
�EOF
5�.� C,\S T iEFR Q9s'
JOEL S. BARTON
0 4914
�0FESs\o d Np SURV oi
d
2/11/2025
r
"EXHIBIT A-1"
THENCE departing the west line of said HMH Deer Creek Land tract, along the north line of said Jen Holdco 24 LLC
tract, as follows:
South 53 degrees 08 minutes 26 seconds West, non -tangent to said curve, a distance of 55.00 feet;
South 08 degrees 03 minutes 49 seconds West, a distance of 14.13 feet to the beginning of a non -tangent
curve to the right, having a radius of 470.00 feet;
Southwesterly, along said curve, having a central angle of 35 degrees 50 minutes 58 seconds, an arc distance
of 294.07 feet, and a chord that bears South 71 degrees 39 minutes 46 seconds West, 289.30 feet to the end of
said curve;
South 89 degrees 35 minutes 15 seconds West, tangent to said curve, a distance of 469.75 feet to the
beginning of a tangent curve to the left, having a radius of 530.00 feet;
Southwesterly, along said curve, having a central angle of 23 degrees 11 minutes 34 seconds, an arc distance
of 214.54 feet, and a chord that bears South 77 degrees 59 minutes 28 seconds West, 213.08 feet to the end of
said curve;
South 66 degrees 23 minutes 41 seconds West, tangent to said curve, a distance of 862.69 feet to the most
easterly corner of said Jen Holdco 23 LLC tract;
THENCE North 23 degrees 36 minutes 19 seconds West, departing the north line of said Jen Holdco 24 LLC tract,
along the east line of said Jen Holdco 23 LLC tract, a distance of 80.00 feet to the POINT OF BEGINNING and
containing 104,026 square feet or 2.388 acres of land.
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum
of 1983 as derived from GPS observation.
Scale:
NONE
Sheet
0 0
MCIVI
Date:
2/ 1 1 /2025
2
Engineering & Surveying
Job No.:
10805
of
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
Drafted:
T.J.M.
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Checked: J.S.B.
0
�EOF
5G\ R Q91'
JOEL S. BARTON
0 4914
�0FESs\o d Np SURV di
d
2/11/2025
r
0 400
SCALE IN FEET
LOT 78, BLOCK 1
CLARK ADDITION
VOL. 388- 727, PG 36, P. R. T. C. T
LOT 79, BLOCK 1
CLARK ADDITION
Y I VOL. 388-7 78, PG 66
P. R. T. C. T
I I I
P.O.B.
I I TRACT 1
TRACT 1
- - PERMANENT
DRAINAGE FACILITY
EASEMENT
I
� PROPOSED
SEDD
W � I JEN HOLDCO 23 LLC DEER CREEK MEADOWS
WS
o D223211080 PHASE b
O.P.R. T. C. T.
Crj JEN HOLDCO 24 LLC
M D224707499
O. P. R. T. C. T.
PROPOSED
z '� ,
DEER CREEK MEADOWS
�I PHASE K
"EXHIBIT A-1"
KVEY
,NNINGS SNo. 87J
(REMAINDER)
TRACT 7, PARCEL A
BLOOMFIELD HOMES, L.P.
D220347026
O. P. R. T. C. T.
PROPOSED McPHERSON BOULEVARD
DEER CREEK MEA DO WS,
PHASE 1
D22403086 7, O. P. R. T C. T.
HMH DEER
CREEK LAND, LLC
D227379704
\ O. P. R. T C. T.
PROPOSED PERMANENT
DRAINAGE FACILITY
EASEMENT
Scale:
1" = 400'
Sheet
0 91
MCIVI
Date:
2/1 1 /2025
3
Engineering & Surveying
Job No.:
10805
of
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
Drafted:
T.J.M.
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Checked: J.S.B.
(REMAINDER)
TRACT 7, PARCEL A
BLOOMFIELD HOMES, L.P.
D220347026
0.P.R.T.C.T.
pe��EOFtF
y,�P- G\STER�9S
a.
JOEL S. BARTON
-0 4914
�GFESS\DAP
e�
d Np S URV
2/11/2025
o
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ui
r
(REMAINDER)
LU TRACT 1, PARCEL A
TRACT 1 BLOOMFIELD HOMES, L.P. 173'22 „ E
Z I I PERMANENT D220347026, O. P. R. T. C. T. N 7 8-03 07
O DRAINAGE FACILITY
U ~ � M EASEMENT
m O O 2 \O 104,026 SQ.FT.
0
co U 2.388 AC. 2
ba23A 9
b
L1
3 q,1
_A-875 0 $� 1 S bb'
A-1622
P.O.C.
JEN HOLDCO 24 LLC
TRACT 1 I(- D224107499
1 /2'R.C.F. "G&M" O.P.R.T.C.T.
(1"R.F. AT N 53°16' W, 5.8')
JEN HOLDCO 23 LLC I 1 /2"R.C.S.
D22327 7080
O. P. R. T. C. T.
I
I
VEY
R SUR� 2 I KINGS S875
1� �ALKCT No. 162 1 1EN T Cf• No
A�Srr� AgS
LINE TABLE
LINE # BEARING DISTANCE
L 1 S23036' 19"E 4.49'
L6 N2303619"W 80.00'
0 100
SCALE IN FEET
it
r
Scale:
1" = 100'
Sheet
0
GMICIVI
Date:
2/1 1 /2025
4
Engineering & Surveying
Job No.:
10805
of
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
Drafted:
T.J.M.
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Checked: J.S.B.
'ram ( E O F rF�
b
A�V
o
,
JOEL S. BARTON
v
• 0 4914
GFESS�O�
<q
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CC)
0
2/11/2025
w
(REMAINDER)
R=575.00' TRACT 1, PARCEL A
BLOOMFIELD HOMES, L.P. 0 100
L=232.75' D220347026, O.P.R. T. C. T
0=23°11'34" SCALE IN FEET
CB=N77°59'28"E I
CL=231.17' t N 89035'15" E 469.75'
I
�. s
a S 89035 15 W 469.75
a1° TRACT 1 I
N bb°23ANENT
DRAINAGE FACILITY
_ I
$b2 69 L=214.54' EASEMENT
4=23°1134„— 104,026 SQ.FT.
a23 A� �
S bb CB=S77059'28"W 2.3ss AC.
0 L=213.08'
JEN HOLDCO 24 LLC
D224707499 Y
O.P.R. T.C.T. Stj
a 1 JES�NNIN �� No
�g7,
it
1" = 100'
Sheet(U�JOELS.BARTON
'GMScale:
C V
Date:
2/ 1 1 /2025
g
IJob
Engineering &Surveying
No.:
10805
of
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
Drafted:
T.J.M.
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
C
Checked: J.S.B.
2/12/2025
0
i
ui
r
4.
"EXHIBIT A-1"
\ \ \ LINE TABLE
\ \ LINE # BEARING DISTANCE
\ \ L2 N08003'49"E 27.41'
\\ \ L3 N53008'26"E 64.47'
\ \ L4 S53008'26"W 55.00'
0 100 Rj�V \ \ L5 S08003'49''W 14.13'
SCALE IN FEET
ENNINGS S VlNo. 875
J. IABSW HMH DEER CREEK LAND, LLC
(REMAINDER)
_ TRACT 1, PARCEL A
BLOOMFIELD HOMES, L.P.
D220347026, O. P. R. T. C. T.
N 89035'15" E 469.75'
S 89035'15" W 469.75'
TRACT 1
PERMANENT
DRAINAGE FACILITY
EASEMENT
104,026 SQ.FT.
2.388 AC.
D221379704, O.P.R. T.C. T.
R,aA. 0� , 1 /2"R C S
`,24 36 ri cv
,33a 710 Sri
0 o5A ,
CB c 2q3 B$
oo,
0 50
a355ab,,
_ ,14
� �a 3� 9o.
Ce C2a9 3
JEN HOLDCO 24 LLC
D224707499
0.P.R.T.C.T.
CURVE TABLE
o r'o )
1 /2''R.C.S. \ \ �� 0
\\ \-06�'�`J 9
APPROXIMATE LOCATION \ \ \
CITY OF FORT WORTH \ \
WATERLINE EASEMENT \ \
D205013898, O.P.R.T.C.T.
CURVE # RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING
C1 1960.00' 55.01' 1036'29'' S36003'1TE
C2 1960.00' 74.94' 201 1'27'' S3705717" E
CHORD LENGTH
55.01 '
74.94'
Scale:
1" = 100'
Sheet
0 0
MCIVI
[
Date:
2/1 1 /2025
Engineering & Surveying
Job No.:
10805
of
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
Drafted:
T.J.M.
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Checked: J.S.B.
O
4OF TF�q �
• JOEL S. BARTON U
0 4914
OFESS019-
�q dq-
N�SURVO o
2/11/2025 w
r
"EXHIBIT A-2"
L
TRACT 2
PERMANENT DRAINAGE FACILITY EASEMENT
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the J. Jennings Survey, Abstract No. 875, City of Fort Worth, Tarrant County, Texas,
being a portion of Tract 1, Parcel A as described in deed to Bloomfield Homes, L.P., recorded in D220347026,
Official Public Records, Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at a 1 /2" rebar capped GMCIVIL set at the southwest corner of a tract of land as described in
deed to HMH Deer Creek Land, LLC, recorded in D221379704, OPRTCT, said point lying in the east line of a tract of
land as described in deed to Jen Holdco 24 LLC, recorded in D224107499, OPRTCT, being a corner of a remainder
portion of said Bloomfield Homes Tract 1, Parcel A, from which a 1 /2" rebar capped GMCIVIL set at the northeast
corner of said Jen Holdco 24 LLC tract bears a chord of North 37 degrees 57 minutes 17 seconds West, 74.94 feet;
THENCE North 50 degrees 57 minutes 00 seconds East, departing the east line of Jen Holdco 24 LLC tract, along the
south line of said HMH Deer Creek Land tract, a distance of 6.04 feet to the POINT OF BEGINNING of the herein
described tract of land;
THENCE along the south line of said HMH Deer Creek Land tract, as follows:
North 50 degrees 57 minutes 00 seconds East, a distance of 48.96 feet;
North 06 degrees 44 minutes 23 seconds East, a distance of 13.99 feet to the beginning of a non -tangent curve
to the right, having a radius of 1,085.00 feet;
Northeasterly, along said curve, having a central angle of 03 degrees 35 minutes 57 seconds, an arc distance
of 68.16 feet, and a chord that bears North 54 degrees 25 minutes 54 seconds East, 68.14 feet to the end of
said curve;
THENCE departing the south line of said HMH Deer Creek Land tract, across said Bloomfield Homes Tract 1, Parcel
A, as follows:
North 76 degrees 34 minutes 48 seconds East, non -tangent to said curve, a distance of 223.14 feet;
South 13 degrees 25 minutes 12 seconds East, a distance of 60.00 feet;
South 76 degrees 34 minutes 48 seconds West, a distance of 335.22 feet to the POINT OF BEGINNING and
containing 16,990 square feet or 0.390 acres of land.
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American
Datum of 1983 as derived from GPS observation.
Scale:
NONE
Sheet
0 0
MCI V I
Date:
2/ 1 1 /2025
7
Engineering & Surveying
Job No.:
10805
of
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
Drafted:
T.J.M.
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Checked: J.S.B.
0
1/ , VA V
0 r
�EOF
5�.� C,\S r iEFR Q9s'
JOEL S. BARTON
0 4914
�0FESs\o d Np SURV di
d
2/11/2025
01
0 400
SCALE IN FEET
LOT 78, BLOCK 1
CLARK ADDITION
VOL. 388- 727, PG 36, P. R. T. C. T
LOT 79, BLOCK 1
CLARK ADDITION
Y I VOL. 388-7 78, PG 66
P. R. T. C. T
I I I
I I
"EXHIBIT A-2"
KVEY
,NNINGS SNo. 87J
(REMAINDER)
TRACT 7, PARCEL A
BLOOMFIELD HOMES, L.P.
D220347026
O. P. R. T C. T.
DEER CREEK MEA DO WS,
PHASE 1
D22403086 7, O. P. R. T C. T.
HMH DEER
CREEK LAND, LLC
D227379704
\ O. P. R. T C. T.
PROPOSED PERMANENT
DRAINAGE FACILITY
EASEMENT
P.O.B.
TRACT 2
TRACT 2
PERMANENT
DRAINAGE FACILITY
EASEMENT
(REMAINDER)
TRACT 7, PARCEL A
BLOOMFIELD HOMES, L.P.
D220347026
0.P.R.T.C.T.
PROPOSED
SEDD
DEER CREEK MEADOWS
pHQSE M
JEN HOLDCO 24 LLC
D224707499
O. P. R. T. C. T.
�I PROPOSED
z � ,
DEEIR CG,3EEK MEADOWS
OO M/n S
PHABE Od
I
JEN HOLDCO 23 LLC
� D223211080
O. P. R. T. C. T.
V �
PROPOSED McPHERSON BOULEVARD
Scale:
1" = 400'
Sheet
0 0
MCIVI
Date:
2/1 1 /2025
a
Engineering & Surveying
Job No.:
10805
of
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
Drafted:
T.J.M.
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Checked: J.S.B.
Ii�% U�:'Rw'
'10
pe��EOFtF
y,�P- G\STER�9S
a.
JOEL S. BARTON
0 4914
�OFESS\DAP
<,y `
SURVOQ
'01
2/11/2025
o
i
ui
r
"EXHIBIT A-2"
RVt'T�Y
NNINGS SNo. S75
J. If 1'r ,
\ HMH DEER CREEK LAND, LLC
\� \ D227379704, O. P. R. T. C. T.
(REMAINDER) \ \
TRACT 7, PARCEL A \� \
BLOOMFIELD HOMES L.P. \ \ \
D220347026 N 06a44'2k E
0.P.R.T.C.T. 1 /2"R.C.S.
13.99
N 50057'00" E'
48.96'
sT,
R=1085.00'
L=68.16'
-A=3a35'57"
CB=N54a25'54"E
CL=68.14'
N7e34,41 E
o
1 '
335.2
223. 4
0 100
SCALE IN FEET
S 13025' 12" E
60.00,
TRACT 2
PERMANENT
\ \ P.O.B. DRAINAGE FACILITY
\ \ TRACT 2 EASEMENT
/ P.O.C. \\ \ 16,990 SQ.FT.
TRACT 2 \ N 50°57'00" E 0.390 AC.
\ 6.04'
1 /2"R.C.S. \ (REMAINDER)
\ TRACT 7, PARCEL A
APPROXIMATE LOCATION \ \ \ BLOOMFIELD HOMES, L.P.
CITY OF FORT WORTH \ \ \ D220347026
WATERLINE EASEMENT \ \ 0.P.R.T.C.T.
D205013898, O.P.R.T.C.T. \
JEN HOLDCO 24 LLC \ \
D224707499 \ \
O. P. R. T. C. T.
it
W
g7
03445'
1" = 100'
Sheet(U�JOELS.BARTON
'GMScale:
C V
Date:
2/ 1 1 /2025
0
IJob
Engineering &Surveying
No.:
10805
of
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
Drafted:
T.J.M.
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
g
Checked: J.S.B.
2/12/202-5
0
i
ui
r
EXHIBIT SIB"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev, 03101I2022 BN
SWFMA GRADING
ElICTuTlIBIT
I
N�
JVOL 388 116, ^1
PG 66 /
DEER dREEKMEAD� L
PHA�.ddHA E S 8�
118
/R�INDfR/—
TRACT 1, PARCEL A
_LOOMFIELD HOMES, LP
D,220347026
O.PTi.Cy
SWFMA BOUNDARY
(TRACT 1)
,i
j
/ (REMAINDER)
SLTRACT T PARCEL A
L OOMFIELD HOMES, L.P.
/ D02203470�6
SWFMA BOUNDARY
D / (TRACT 1)
G
m M
M — BIRCHWOOD ORl
' N
ly Z, W E
1m s
m = SCALE: P = 200'
r r
I*Z
m
1 /
P� 1 i
—412i3�904EO.P.�rr.1, CL7,C
�- SWFMA BOUNDARY
(TRACT
/RLMAINOC KJ J/ / I
� TRACT 1, fL A
BLOOMFIELO HOMES. LP�
�\ < g2�0347026 �
\\\��CJJJVVV... b.PR rc7.
PREPARED BY:
NOTE: NO SAVED OR
GMcv
i
I PROPOSED TREES ARE WITHIN
THE SWFMA BOUNDARY
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373
TxEng Firm k F-2944 I TxSury Firm # 10021700 ]EXHIBIT "B"
E:\10805 — Deer Creek Meadow\Plans\Phase 4\Sheets\Exhibit\10805—SWFMA BLOOMFIELD GRD EXHIBIT—PH4.dwg Tue Feb 11 2025 10:13
-_ /
CISD STADIUM (— -
DEER�R CRE-MEAD
CRO EY PRIDE ORI / / ~ \ 16y
/ — IL
DUSE=N—FAMILY ~,I // SN \
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DRAINAGE PLANS
LAND USE SUBURBAN RESI MIA(
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em of eRowreY / \ f t .- ^ _ — — — — _ — — �ro BASIN X-A an o r
MLA HERSON pLVD $TON. DRAIN M
s R I CFW H ENO e7e83
cr�N
\ 1 / MCPHERSON BLVDSE DRAIN NO.
CFW FILE NO-K-2883 L"IT
CPN 103880�^
730'
COWFAMNNOTE
C
R LEGEND
AINAGE AREA
D/ACREAGE
STORM DRAIN
Sq
W/HEADWALL
J
DRAINAGEAREA O
uILEINO.
DIVIDE
FLOW ARROW
UJIMAiECONDITI NS
IRunoLPOIR[rnonl ----
IU YRFLOODP-N
STORM DRAIN
A INLET
NOTE: NO SAVED OR
PROPOSED TREES ARE
WITHIN THE SWFMA
BOUNDARY
N
� I
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S
SCALE: 1" = 900'
� J
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9ENCNMARKELEYAT/ONROAOII].80 =�129 of 85
EXHIBIT "B" �o l «�WEo NTERIM
DRAINAGE AREA
cxuFFoe MAP -OVERALL
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SCALE: 1" = 450'
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-/ - 65 \ \ ( r Sd /ACREAGE w/HEADWALL z m g
DRAINAGEAREA O INLET NO
DIVIDE
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FLOW ARROW IILiIMATECONDRIONS W ■ E ■ 2
/
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\ DRAIN
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LEGEND
C DRAINAGE AREA € STORM DRAIN
SA /ACREAGE w/HEADWALL
—_� DRAINAGEAREA O INLET NO
DIVIDE
FLOW ARROW LIJIMATECONDRIONS
�RIINOFF O R—N — — — I XIR FLOODRIAIN
STORM DRAIN
B INLET
NOTE: NO SAVED OR
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a
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DRAINAGE DESIGN CRITERIA
SECTION 5. TABLE 515
MINIMPLTIME OF CCNCENrRINLET(ONSITE-OFFSITE.IF APPL�CABLE)M MIN
ON
TIRE "A"' .1NINALINLETTIM.
(IMENiHOMES. DUP�AEs ARNIRTMENrs) 10 MIrvuTEs
BUSINESS 10MINUTES
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Q=Qi.asSm.o1e1111 s11 (s)uz (o.allopn
Q= 13 zz ls)1rz
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Q=11�.aaaoozlel lzz ssl (s)1n (o.aTlspn
Q= NBNIMU.
F of ENTIRI
Q= e22
AND SxFlmnvMeI
e2 (SMrz
Q= SIGs sz to _NOD'.
Q=56 BT ds
NOTE: NO SAVED OR
PROPOSED TREES ARE
WITHIN THE SWFMA
BOUNDARY
flUMOFf CDMPUTXiION:
- STORM DRA MADE N. GE U AT DESIGN POINT
- DESIGN Aon.. p.r noon
__IMOEnara la�Iry ol
0 30 UNIMPROVED AREA
SFUQlS
REETS
oea coMMERcuLlNosmmen�cRE Lors
STDNM Ofl.11N SY31FM DESIGN Cfl1TEMA 8 CALCUUTIONS
MODIFIED HYDIFORMOF VANNHG'SEQUATION FOR GUTTER FLOW
Q= srOR1)n oMIMOE olscMncE IM.1
s.-(G„s Ii S,,- ELIACLev GROSS SLOPE I-)
O P(R )
T=WIDTH OF FLOW ORs EAD(a)
MANNNOSEQUATIONFOR STREET AND RIGHTOF-wAv FLOW
o=(1 ABVN)AR E"
O IIO E
EA (a-a)FcN
us(AlWP)
s=LorvclTUDINAL sLTE lain)
LETUPADm
@p_j JR"qNl ET IN El IMP (ORIFICE)
o=STORM DRAINAGE DISCHARGE
UET
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OW (a)
a=DEPTH OF INLET DEPRXSION (a)
NOT'EEGOULECTOREFCADE (Sa F-F) Iry THIS
01 IIAE DEVELOPER AND ARE NOT RE.LBRED
ONE TNE
LIFE NTS
GNACmCALCUUTIDNS FDN72 F.� 5UUFFIx%xSLOPEIe' CUUU
a=i+X48 iais°iiaiRlln
Q=(es se (s)112
019)(1)%)(S)1,C (01313)zn
ROW A
TF
n^ = OSo15 (aay55w.os llzzvss = o.ozse
a=ii <earo°oz3ei()lsnn aA5s3)v3
Q =.4 as (E)
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MBolUl
5%imnN;cl DFCDMeINEDeTREET J
AND FIG_
p9CA 85 IS)IG o=� Goo Mn)1rz I109 NO CWS I aoo
n3/u
. ACHiDair sAM/kPM
sAM M/e
`� 32 of 85
EXHIBIT !!B!a DRAINAGE
CNITENIA
8 NOTES
.\108M - 1- .r..0 A,.mo.\PIG..\Pno.. <\sn..m\IDeas-w CALcs- 11.9 Moo aoo 06 2025 1553
>� / N INO REIS101:>,
GRADING LEGEND To 3 s ,e \ v�IEE/ II A �
- - - - - EXISTING CONTOUR / W E A I
T f 1 a\ I
U PROPOSEDCONTOUR f/ I As\ I
x SOD 00 SPOT ELEVAPON >46 ^' 'je, T55\ S I A I
40 41
FLOW ARROW 6 oo Ail.,>fx SCALE: 1" = 120'
39 7� Tm+ soz ° a°
_ yJ LF E=501 00B%ew 00 PROPOSED WALL
O BENLF/MAAKELEVA>lON: 18P.01
MATCHLINE � J/^�, er eeFaR.evF.ew
,{ f /`I" x ,¢ �+2 \\\ uNOER r�swwntel raneOrclm[.eOn°AeaKR£/E
45 8' X )3' TYPICAL PAD / E NL EP=)dle0. ron° o mEsam o a N
JJJIILJ 1PHASE 41 �D OPN 1 A \ BENCNNARMELEVAlPoN)b.Po �q6�r�
35 %15 TYP CAL PAD FP•)d).60 w ^'
EfP t.°p ryPE"A 5 g�
0
iPmz s° e* •n '
(PHASE sl
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KEY MAP FP—
o
M•.• d
E
Pam'
w PARKWAY _ m SWALE
3
OF FRONTYARD �� g ryPEC \i fM1)0).)5�
•..� \ 9 N <1'P • & ryPE R"
TTPMd[LOT6/PA®/N6 x FP-50
fP-)dzss rvrE ce - - /
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2WITHIN THE
eo
FP=)ddAs f1=)Id.Is LFI�71��—jFM1)dBAs FP—SB -740 - / x fr-)dsss Fr-)dsss OWCN AAryPE A ryPE "A" B rI V I BOUNDARY �
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FP -)dais FM1)A11B FM1)dd.xf FP=)4— —711Ys fP--)05.90 EP-_)dxdo EF-)Ox30 FF-)dxo8 FP )dd to FP•)u ao FP.)OAIo 4 FP=)dx)s ' FP-)dd.os P-)u.8s 1 FP•)ds.°0
ryPE ••e•• —.1 TYPE ••s" ryPE ••B•• ryPE"B" ryPE"d^ ryPE •d• ryPE•B• TYPE ••s ryPe d ryn •d ryPE s•• Fr-)dxm ryPE s• ryPE a•• T1PF"B^ nPF a nP... a�j E
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i I 2
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,s
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31 31 30 29 28 21 26 ]7-
20 23 22 21 L-F�A
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'y ryPE"A' ryPE A" ryPE'A" TYPE A" ryPE 'A" ryPE A" ryPE A" ryPE'A" TYPE"A" ryPE"A' ryPE A ryH. A".. ryPE A" ryPE 'A" 11 ryPE"A" TYPE"A" L
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/-I%F OR 2'1
FRONi
FIRST
YARD
OFFRST7 RONT A
rme&LorfAmss
GRADING LEGEND
- — — — - EXISTING CONTOUR
PROPOSED CONTOUR
*500.00 SPOT ELEVATION
FLOW ARROW
T/iW=502.W
PRGPp9ED WAU
MATCNLINE
1117, TYPICAL PAD
(PHASE
,PHASE 4)
35'X]5'TYPICAL PAD
,PHASE 51
NOTE: NO SAVED OR
PROPOSED TREES ARE
WITHIN THE SWFMA
BOUNDARY
N NO RRIS101:>,
W E I� I
IA I
I A I
IA I
$ IA I
I® I
SCALE: 1" = 120'
o
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1
40 of 85
n n NACMG LOb�JG=sE �SG;EET 422 GRADING
EXHIBIT B PLANS
.\10Be5 -1— 1 m l.\Na \PR- .\Sl \I0EB5-GRD-Pl.6.91- 06 2025 1553
g
\
1616 \ J D
742 ' 4_
g ,
1619 �q� 4
00 1
FUTURE PHASE 1
1—~ u
�wBIRCXWOOD DRIVE 31 \
13
2 i
e e 11 S 6 n J y 5 = 9 10 12 FM1)41.55 14
FM1]45.60 FM1)45.15 PP-J/AJO PP-)M.TO FP-1/1)5
e
IYPF
0n
FM1]/6.55 FM1]46.10
fM1)43.15 o —741.15
lYPF"A" T'PE'A" lYPF'A" T'PE"A" T'PE"A" TYPE"A" TYPE"A" TYPE"A" ryPE A
h a
m
i
OMNDEUR PLUM L NE 16
f� -.. LLL i III � _ � l 1��� •"•. 1 ��y ' TYPE "A"
a & ^ho 9]F-74
fM1]4640 1..0—B.95 1FM1)45.T'PE'6•P�'B10 it 12 ,�13
8 3 S
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x y R 9 r4
s
(t� ry 2d 23 22 % 21 20 19 IB IJ - - 6
0 �M1
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lYPE A" T'PE"A" T'PE"A" TYPE"A' TYPE A" TYPE A' ^ TYPE "A" TYPE"A" a TYPE A" lY1E A'� /
POINT DRIVE ��
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•_ ^iYPE'Ai" / _tYPE/ ]YPE"A" I TYPE"A" )YPE"A" I )YPE"A" )YIE"A"
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8 e
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13
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BLACK W
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_= IIIImi'm1wI 1 11111111 �111 Illlllii
W1111111111�11 1 1111111_ 11111 11111111
3
O m
1R PARKWAY _ _ _ _ FINISHED PAD
- SWALE
,P,,' FOR 1.1
OFFRONTYNA�RD
nwemleo%s"M"
N
W+E
s
SCALE: 1" = 120'
BENCHMAAKELEVAI)ON: 169.61
.elocEvn 1E1I PomECEN'rzvuNEw
GRADING LEGEND
- - - - - E%IsTING CONTOUR
PROPOSED CONTOUR
x 50000 SPOT ELEVATION
FLOW ARROW
I,OPI
TRWmxz=502.00
E-1000/OW=30600 PROPOSED WALL
leonoml
MATCHLINE
3E' % ]5' TYPICAL PAD
IPHA 1
35•%)6 TYPICAL PnD
IP 1 51
NOTE: NO SAVED OR
PROPOSED TREES ARE
WITHIN THE SWFMA
9 BOUNDARY
20
FM1)59.]5 22+,
TYPE"A" �
•$'1° FM1139A5 � �� \ w� 5
ze
\y
FP
1YPEd0./0 TYPE30.55
i t T'PB A9O fie. 3 TYPE "A"S D\V(]��VQ I I
I1.1 NO OE051
1 �)3/
� 5
EXHIBIT "B" GPLADNSG
SWFMA BOUNDARY
(TRACT 1)
10 WIDE MAINTENANCE
A11111
@LS`%_MAX GRADE �22
sEESHEETS4849FOREAST-
- CHANNEL ANALYSIS-
- _ --- _--- - ---- \ 1
� � J
■ rno.ero■oonuo■oo__ro■o■�ro on■oni■�■n■■■■■■■■■nn■uoo ■n■
4n IFw1A . Yw� x r. t4 E ?e E Ftl t~I lyh +mN
_r Pr'+ •NI nM wi0 INM FUU IMV RWM•, SIN
CCN/9ACfCANC7E '•"'
CURVE TABLE
CURVE# RC LENGTH RADIUS DELTA ANGLE I CHORD BEARING CHORD LENGTH
acE ESAT[�sTle s � N/�c �� WEST CHANNEL
15'
WEST CHANNEL TYPICAL SECTION
INrsI
N
WE
s
SCALE: 1" = 120'
LEGEND
- - BTREAM CENTERLINE
CROSSSICTION
2327 CRS C-N
NUMBER
-8,- 1 E%ISTNG CONTOUR
,E4i PROPOSEDCONTOUR
EFFECTIVE
I00.vR FLOODPIAIN
PROPOSED CONDITIONS
ID-R FLOODNAIN
III
III
III
III
III
III
I
III I P�OFlLE SCALE
760
x> II
760
755
755
750
N
---------
--------
79��EEL�zS°�
750
_ _ _
—_-- L — — — ——
797 LF OF EARTHEN
CHANNEL@0.67%
745
745
8 z g „ = CHANN L
�W
W
I
740 y 123 LE OF EARTHEN Q
- CHANNEL @ 0.82%
740
500NE oral 0 CHANNEL ybE0N90
NOTE: NO SAVED OR
735 =
PROPOSED TREES ARE 735
WITHIN THE SWFMA
BOUNDARY
730
730
EXHIBIT "B" 725
725 aE=Ew SII
s :III
III n #III
1+08 2app 3a88 4+BO 5+80 6+80 )+BO 8— 9+BO I
.ONLY a\IOW5 - 1., —.1 meoaow\Plane\Pnoee 4\Sleets\I0805-WEST CIaN1EL-114.ewg Mon Jan 06 —5 1554
n z:
YR PROPOSED
— — — — — — — — — — — — —
c,
NOTE: NO SAVED OR
PROPOSED TREES ARE ..... ...
WITHIN THE SWFMA
BOUNDARY
SWFMA BOUNDARY %
CURVETABLE (TRACT 2)
CURVE# ARCLENGTH RADIUS DELTAANGLE CHORD BEARING CHORD LENGTH
Y 27 RE
—1 2
17.
211.
141.
EAST CHANNIEL
SWFMA BOUNDARY
(TRACT 1)
IV
SCALE: 1" = 120'
LEGEND
000
SHR—CENTERUNE
CROSS SECTION
CR— CT.N
2327 NUMBER
;r24.7� 11 .0
EXISTING CONTOUR
Te5
5L6
PC s,
E4/ PROPOSEDCONTOUR
PT St, 61
EFFECTIVE
FLOOD —IN
PROPOSED CONDITIONS
10-R FLOOD —IN
MIN ('FREEBOARD //m
All
"I,
EAST CHANNEL TYPICAL SECTION
. . . . . . . .
. . . . . .
I
I PROFILE SCALE
do
V—.1-1 1"—ado
760
i760
755
. . . . . . . . .
. . . . . . . . .
.........
. . . . . . . . .
.
.
..
. . . . . . . . .
. . . . . . . . .
. . . . . . . . .
755
750
Io
750
745
- - - - - - - - -
N
745
170
Cv
ETHEN
740
i F OF EARTHEN
740
A
CHANNEL@0.60%
735
735
730
4—
730
725 FLEX
8�
g
EXHIBIT "B'. 725
DO 9a0D 10,00 11a0D 13a00 13a00 Iaa00 1 1
1\11—\10W—ST C—NEL-1-1.Mon Jan 05 —5 1550
DEER CREEK T.tEADOWS
'FUTURE PRASE S
\\ - FUTURE BIRCHWOOD DRIVE - _ N' WTDE MAINTENANCE_
- - - ACCESS�
�\ \ 6IS%MAX GRADE - -
a�, / z
�Y 9+00 4rr+ Il+w -147 y12+W I+ C7 -14— �I
+ h �� qry�
�
®� \ E00-YRPROPOSED 1
OO \ OODFUIN SEE SHEET 47 FOR WEST-
CHANNELANALYSIS
NOTE: NO SAVED OR
PROPOSED TREES ARE I SWFMA BOUNDARY
WITHIN THE SWFMA
BOUNDARY
(TRACT 1)
CON7RACTOANO7E CURVETABLE
CURVE# ARC LENGTH RADIUS DELTA ANGLE CHORD BEARING CHORD LENGTH
27
4l.sa mro]ss NbR'S139w Is ,tll,
14a9 s 9Yw'os salvTSlw � ��_ m w.a ux •x. Ixw •ro .r�l o[wm
IR.aa B958RR sBs aln3w 17.
]EAST CHANNEL
MIN I'FREEBOARD�
&fp n
IS'
EAST CHANNEL TYPICAL SECTION
IN.,
S
I NO REVIS101 Tl T I
�----- I
3 M
/3 I . I
Ia I
IA I
N
I � I
IA I
I A I
SCALE: 1" = 120'
'®
<
LEGEND
STREAM CENTERLINE
- N
CROSSSECTON
Z W
2327 cRsssEcnoN
NUMBER
Z _6
e
-8,- EXISTING CONTOUR
—
,Bum PROPOSEDCONTOUR
EFFECTIVE
I—R FLOODPLAIN
PROPOSED CONDITIONS
I—R FLOODPUIN
//�
Vn
O
Q
a =
� W
W F
NENCN4/ARKELEVAINM': X4RI1
� a � �
uNOE.R ^o'a.v nllA•AeOCU�Ear
Fla A_.. o"co c nE
" W
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BEN[YiATARNELEVAIRM': 1l).AS
W X LL L)
W a LL -
0
cc
�
IPROFILE SCALE
exKm sale l;,=a00
760
I
i
760
i
i
755
eta
755
i
I
750I
-------- —J-----
----
�
-------:
-
a'_ — — ——
76LFOFEi®x".z
Ems$
r.
750
---------
��---- --_
SIB
'CHANNEL @R1.H7'
�I 407 LF OF EARTHEN
745 I CHANNEL 0 0.58%
745
�I
740
740
I
735
735
i
730
730
i
725 FLELEH ! '
=
' '
' R
-
EXHIBIT
"B" 725
L— J
I JOB NO 1C805 I
�201
D,.�DRFT IXRM
:AM M,B
r49 of 85
EAST
CHANNEL
ANALYSIS
I I
•Vaeos - a•« <,«e m.aao.\Ploy\Foes• a\sn«mVoeos-EAST cxoxNEL-=xa.a.y xo� ae� os zozs s54
C/NIRACA'�NP1fE
Sb iJ*3J.663D %%% ISN1aSTA15L+L 06.X 8J C O h \ // CONCRETE
FEA P
L a RIP-RAP)0601FCHWOODBDORIXVCONST. CONCRETE COLLAR 9.25 U. CONNECT. EX. 60"R.C.P.
( (CPN: 1033]3)(K-28
BLOCK NN 9 \ �2 Sla 15t12.16 NRCNWOOD DRrvE
- a1 33d6 LI.
IB' 1( V ta \ 3B&il6, FG
R. G]
0
1-123° BEND O \
ISN9.93 BIRCNWOOD DRI 12 VE i l 9.5 M. O ^ph
O Sm LI—S.D. LAI -I IA.. O
L� �INSIDEFRONTOFFACE 3 SIa 15+6AS.D.
o BSACKOP CURB .1
V SIa I�00.00 S.D."A-1'A"
v CONSTRUCT I0'SUMPINLEi"A-1IA" / —ECT21-C.P,
Sb 1616S.08 BIRCHWOOD DRIVE / Sb I—S JS BIRCHWOOD DRIVE
IRSD M. m / 9.25B
P12 51a I5M198 S.D. 11 "A.. / Sb I�J1.593.D. LAi"A-I IB"
' Sit, 1�00.00 S.D. LAT"A-IIB" f INSIDE FRONT OF FACE ®BACK OF CURB
u CONNECT21"R.C.P. / CONSlRUR 10'SUMPINIFT'A-118"
P SIa 16-91.83 BIRCHWOOD DRIVE J. \ B 50 U68.08 BIRCNWOOD DRIVE
9.25 RI.
INSTALL 65°BEND UNE A
LIL e's.s„i Sb I)W5.61 BIRCHWOOD DRIVE
48"RC.P. �9.25 RI.
Q ,
w e r A
I. HICKORY 4_
CHASE LANE P PH.5
Sb 15,20.03ID. LINE -A" sR w — � I j ( SIo IS91AAS.D. LAi'KJS-AI"
III CONSTRUCT S' X IF DROP INLET
INSIAII AS° BEND ON POP
OF 6' X d' JUNCTION BOX
Sb I UF19.25HICKORYCHASELANE/ Sb 1)W0.85BIRCHWOOD DRIVE
12511. 61.81 U.
Sb 15�26.IO S.D. UNE"A" Ji,L 80'DE
�Sb I,00.00 S.D Lai'OS-A I"
CONNKTId"R.C.P. '4E
Sb IW 16.3) HICKORY CNASE UNE DEER CREEK
2 d.d)LI. MEADOWS
BLOCK OO // FUTURE PHASE
Sb IK0.00S.D. LA)"OS-AI" INSlU.—ILEAL.
32AU
.IAb I—SAT81RCHWOOD DRIVE
\oRo LINE
lv
SWFMA BOUNDARY
(TRACT 1)
CO*,
m
SCALE: 1" = 120'
NOTE: NO SAVED OR
PROPOSED TREES ARE
WITHIN THE SWFMA
BOUNDARY
PROFILE SCALE
�a15 �750
750
PROPOSED GROUND PR 11.
CENTERNNE OF IIPP
I I LF OF
LW"R.C.p.
SS CLAIII
00.53%
1
1
I
745
— — — — —
745
CENTFRUNE Of PIPE
-
1 /
-
HGL
740
740
o
0
333 LF OF CLASS III
FX@
.599 P
8'XS' R.G.B.
735
a3
@0.5A90
I
735
it
730
�
W�=g=�
730
725
�IWQ
�<
$a =_
"y�=W �'=�pl
":
725
_
9 _
�_ H—d n
laaE-�
I
I
720
„s
„Yz�="gar
720
a alll
III
III
EXHIBIT "BFR
715 FdELEY,
715
I I
-- \P a,. ,\SB,.v\,BBBS _ SD— l—, No BE 2825 1115
750 S.D. �AT
?'A_§Aoo
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GGMCIVII DEER CREEK MEADOWS
PHASE 4
Engineering 8 Surveying CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
LENNAI2 -
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EXHIBIT„B„ DETAILSL
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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