HomeMy WebLinkAboutContract 61830Date Received: 8/13/2024 Permit No.: SWFNU-24-0042
Time Received: 8:00 am City Secretary No.: 61830
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 13th day of August
20 24 , by and between Traditions Investors, LLC, a Texas limited liability company,
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 Guadalupe Survey, Abstract No. 214, Denton County, Texas
according to the deed recorded in Document No. 2020-37553, 2023-1687 and 2020-
59543, Deed Records, Denton 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 Northwest Village 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
STORMWATER FACILITY MAINTENANCE AGREEMENT 1
Rev. 03/01/2022 BN
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 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 2
Rev. 03/01/2022 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 3
Rev. 03/01/2022 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 (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
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. 03/01/2022 BN
Executed this 13th day of August
CITY OYFORT WORTH
Dana BUrghdaff
Dana Burghdoff (Aug 1 202414:15 CDT)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: Aug 12, 2024
Approved as to Form and Legality:
✓i���� .�tta�
By: Matthew Murray
Title: Assistant City Attorney
City Attorney's Office
Date: Aug 9, 2024
ATTEST:
Jannette S. Goodall
City Secretary
Date: Aug 13, 2024
LANDOWNER
Traditions Investors, LLC
2024
LANDOWNER
Traditions Investors, LLC
a Texas limited liability company
by: Matrix Equities, Inc.,
An 'zona corporation
its a er
By:
Its:
Date:
(? 1 D Z
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.
ac"dGo/ mGIl wenE ��r)
Bichson Nguyen (for)'(Aug`3 202417�07 CDT)
Rebecca Owen
Planning Manager
Date: Aug 9, 2024
STORMWATER FACILITY MAINTENANCE AGREEMENT 5
Rev. 03/01/2022 BN
STATE OF TEXAS §
COUNTY OF TARRANT §
This instrument was acknowledged before me on August 12th, 2024 by
Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
O�PRYpU- BROOKE BONNELL
a Notary Public ,
* * STATE OF TEXAS
' �9 GGGVVVV P Notary I.D. 134009525 '
' �OF My Comm. Exp. Oct. 11, 2026
. . . . . . . . . . . . . .
LANDOWNER
STATE OF
COUNTY OF ,1 V Q
Brooke Bounell (Aug 12, 202414:15 CDT)
Notary Public, State of Texas
M
R
BEFORE ME, the undersigned authority, a Notary Public in n for the gSState of
-T�' �kS on this day personally appeared Lou",11�`
(name), � br (title); own to me to be the
person whose name is subscn�ed to the foregoing instrument, and acknowledged to me
that he/she executed the same for the purposes and consideration therein expressed, as the
f
deed of `�` e
act and �q S (entity), a
r'�� -
l�'I�
vL`�� (entity type) and in the capacity therein
stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this �j� day
of zw —, 20 .
Notary Public, State of
`SARA MUNDELL
My Notary ID # 134963949
Expires June 26, 2028
STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
EXHIBIT "A"
BEING a tract of land situated in the Guadalupe Cardinas Survey, Abstract No. 214,
City of Fort Worth, Denton County, Texas, being part of a tract conveyed to Traditions
Investors, LLC, by deed recorded in Document Number 2020-37553 of the Official
Public Records, Denton County, Texas (OPRDCT), with the subject tract being more
particularly described as follows:
COMMENCING at an "X" found in concrete at the southeast corner of said tract, on
the north line of State Highway 114, a variable width right—of—way, and for the
southwest corner of a tract conveyed to The River's Edge Homeowner's Association, by
deed recorded in Document Number 2012-69172 OPRDCT;
THENCE
S
89°48'31 "
W, 32.17 feet along the south line of said Tradition Investors Tract,
also being the north line of State Highway 114 to the POINT OF BEGINNING;
THENCE
S
89°48'31"
W,
11.55 feet;
THENCE
N
30°11'29"
W,
16.33 feet;
THENCE
N
0011'29"
W,
48.10 feet;
THENCE
S
89'48'31"
W,
123.12 feet;
THENCE
N
00*11'29"
W,
14.04 feet;
THENCE
S
89'49'22"
W,
97.00 feet;
THENCE
S
0011'29"
E,
51.31 feet;
THENCE
S
89°48'31"
W,
609.31 feet;
THENCE
N
00°00'45"
W,
27.00 feet;
THENCE
N
89'59'18"
W,
69.99 feet;
THENCE
S
00'00'42"
W,
23.66 feet;
THENCE
N
90°00'00"
W,
161.96 feet;
THENCE
S
45'00'00"
W,
35.35 feet;
THENCE
N
86'30'05"
W,
17.19 feet;
THENCE
N
00°09'49"
W,
10.05 feet;
THENCE
N
45°00'00"
E,
48.13 feet;
THENCE
N
00'00'00"
E,
13.86 feet;
`�SPIARS
DETENTION POND A-1/A-2/B-1/B-2 MEET & BOUNDS
ENGINEERING &
NGINEERIN1o,GTX&SURVEYING
TlE NO F3131 1lLPS Na F10M3100 Yvlw.yl�alt.mm
GUADALUPE CARDINAS SURVEY, A-214
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Date Jab No.
CITY OF FORT WORTH ETJ
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I JDH
I07/03/24I
22-244 DENTON COUNTY, TEXAS PAGE 1 OF 4
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EXHIBIT "A"
THENCE
N
90°00'00"
E,
112.00 feet;
THENCE
N
00°00'00"
E,
8.00 feet;
THENCE
N
90°00'00"
E,
58.11 feet;
THENCE
S
00"00'42"
W,
3.59 feet;
THENCE
N
89°48'31"
E,
141.16 feet;
THENCE
N
00*11'29"
W,
8.00 feet;
THENCE
N
89°48'31"
E,
160.00 feet;
THENCE
N
0011'29"
W,
8.00 feet;
THENCE
N
89°48'31"
E,
80.00 feet;
THENCE
N
0011'29"
W,
8.00 feet;
THENCE
N
89°48'31"
E,
272.00 feet;
THENCE
N
00*11'29"
W,
8.00 feet;
THENCE
N
89°48'31"
E,
26.00 feet;
THENCE
S
0011'29"
E,
5.69 feet;
THENCE
N
89°49'22"
E,
97.00 feet;
THENCE
N
00*11'29"
W,
10.96 feet;
THENCE
N
89`48'31"
E,
138.00 feet;
THENCE
S
0011'29"
E,
42.00 feet;
THENCE
S
89°48'31"
W,
4.88 feet;
THENCE
S
00*11'29"
E,
45.42 feet;
THENCE
S
30'11'29"
E,
19.43 feet to the POINT OF BEGINNING with the subject tract containing 51,728
square
feet
or 1.188
acres of land.
`�SPIARS DETENTION POND A-1/A-2/B-1/B-2 MEET & BOUNDS
ENGINEERING &
NGINEERIN1o,GTX&SURVEYING
GUADALUPE CARDINAS SURVEY, A-214
TlE NO F3131 1lLPS Na F10M3100 Yvlw.yl�alt.mm
Drawn: Checked: Date Jab No. CITY OF FORT WORTH ETJ
JDH I JDH I07/03/24I 22-244 DENTON COUNTY, TEXAS PAGE 2 OF 4
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EXHIBIT "A" N
I I U
W ® E
Lot 2, Block D Cl
1.654 Ac.
(72,037 S.F.) ¢ Q c
J
EL
Tradition Investors, GC w2 a
Doc. No. 2020-37553 CPRDCT O 75 0 75 150
rn
O tO
w IEs 1" = 150'
Lot3,Block G Lot 3,Block D �2 r4 Basis of bearing: State Plane
1.309 Ac. I 1.554 Ac.
(57,012 S.F.) (67,678 S.F.) Z Coordinate System, North Texas
t� I Central Zone 4202, North
Interconnected Pipe W o American Datum of 1983.
u1 L30 L31 1-33 Pond B-1 _i Adjustment Realization 2011.
z -1 L21 L32 I L34
1.1BB Aco•es
L4 r` L38
L5 L2 J JL39
L8� _ _ _ _
L1 "X" Ind.
STATE HIGHWAY 114 ( BEGINNING In CanC.
variable width public ROW
POINT OF
COMMENCEMENT
I GUA' '90-Z* _
'Lot 1, Block F Lot 1, Block G
I 1.544 Ac. 1.530 Ac. A✓_ In
(67,247 S.F.) (66,640 S.F.) 5Un` I Lot 2, Block G U)
I (30918 S.0.973 S.
F.)
Interconnected Pipe Pond B-2 w
Pond A-1 L25 L27
L19 L21 L23 Pond A-2) L26'k L28
124=
L18 L22 v
L15� L12_ LA F L _
\ �—L13
L14
STATE HIGHWAY 114
variable width public ROW
IVSPIARS DETENTION POND A-1/A-2/B-1/B-2 MEET & BOUNDS
ENGINEERING 6SURVEYING GUADALUPE CARDINAS SURVEY, A-214
TlE N0 F1111 TYIS Na Ft01O100 wll;l�ar<mrll
CITY OF FORT WORTH ETJ
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EXHIBIT "A"
Line Table
Line Table
Line # Bearing Distance Line # Bearing Distance
L1
S 89°48'31" W
11.55'
I L21
S 00°00'42" W
3.59'
L2
N 30*11'29" W
16.33'
L22
N 89'48'31" E
141.16'
L3
N 00*11'29" W
48.10'
L23
N 00*11'29" W
8.00'
L4
S 89°48'31" W
123.12'
L24
N 89°48'31" E
160.00'
L5
N 00*11'29" W
14.04'
L25
N 00*11'29" W
8.00'
16
S 89°49'22" W
97.00'
L26
N 89°48'31" E
80.00'
L7
S 00*11'29" E
51.31'
L27
N 00*11'29" W
8.00'
L8
S 89°48'31" W
609.31'
L28
N 89°48'31" E
272.00'
L9
N 00°00'45" W
27.00'
L29
N 00*11'29" W
8.00'
L10
N 89°59'18" W
69.99'
L30
N 89°48'31" E
26.00'
L11
S 00°00'42" W
23.66'
L31
S 0011'29" E
5.69'
L12
N 90°00'00" W
161.96'
L32
N 89°49'22" E
97.00'
L13
S 45°00'00" W
35.35'
L33
N 00*11'29" W
10.96'
L14
N 8630'05" W
17.19'
L34
N 89°48'31" E
138.00'
L15
N 00°09'49" W
10.05'
L35
S 00*11'29" E
42.00'
L16
N 45°00'00" E
48.13'
L36
S 89°48'31" W
4.88'
L17
N 00°00'00" E
13.86'
L37
S 00*11'29" E
45.42'
L18
N 90°00'00" E
112.00'
L38
S 30*11'29" E
19.43'
L19
N 00°00'00" E
8.00'
L39
S 89°48'31" W
32.17'
L20
N 90°00'00" E
58.11'
IVSPIARS DETENTION POND A-1/A-2/B-1/B-2 MEET & BOUNDS
ENGINEERING 6SURVEYING GUADALUPE CARDINAS SURVEY, A-214
+asoeerro.sswtas v.,nnc>rms m.4aavn
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JDH I JDH I07/03/24I 22-244 DENTON COUNTY, TEXAS
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PAGE 4 OF 4
OF
/DARREN
K. BROWN
A 5252 P �
PRELIMINARY
DARREN K. BROWN, R.P.L.S. 5252
Plotted by: jhuneycutt Plot Date: 7/3/2024 3:43 PM
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
150 0 150 300
1 " = 300'
Basis of bearing:
State Plane Coordinate
System, North Texas
Central Zone 4202, North
American Datum of 1983.
vP°P Pvo
Adjustment Realization
2011. /
/ I
// IM
IN 0
/ / Ico
x
Ic
x
100
Detention Pond 8--1
Storage Capacity = 17,686 cf a
I I z�
Detention Pond B-2
Storage Capacity = 116,382 cf �I
Detention Pond A-2
Storage Capacity = 9,059 cf I_-- J I J
Detention Pond A-1 F
\ Storage Capacity = 17,808 cf
TX-114
- — — — — — — FTITI
I I I I I I I I,
I I
J�SPIARS SWFMA - LAYOUT
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
7ssoeor,o.d,swoetw rlmanc7sms ,72r<z2.Don
78PE NU F2,2, ttursru.F10043100 �.m
Drawn: Checked: Date Job No. CITY OF FORT WORTH, ETJ
JDH I JD H 7/3/2a 22-244 DENTON COUNTY, TEXAS
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SS
EXHIBIT B
PAGE 1 OF 3 7
Plotted by: jhuneycutt Plot Date: 8/7/2024 3:19 PM
11 1 100 2011
11
Basis of bearing:
State Plane Coordinate
System, North Texas
Central Zone 4202, North
American Datum of 1983.
Adjustment Realization
2011.
i \ i
i
— —_-- Jld�il
— — — — — — — -- Z ----
Q = C I A
C = 0.77
11 = 4.06 in/hr
15 = 5.74 in/hr
1100= 9.24 in/hr
tc = 10 Min.
D.A. No. y A
rAcres
XX
XX.X
Q 100 (cfs)
= = = = = = Drainage Divide Line
•Area to remain undeveloped, therefore C=0.3 utilized
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
J�SPIARS
SWFMA - DRAINAGE AREA MAP
SWFMA BOUNDARY LIMITS
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
7OP��.d=�t.,DD ' RmW5 ' 9RAz2Ao
. -
EXHIBIT BCITY
78PE NU F2,2, retrsru.F,ow3100 3,00 �w.rn m
OF FORT WORTH, ETJ
Drawn:
Checked:
I
Date
Job No.
PAGE 2 OF 37
JDH
JDH
7/3/2a
22-244
DENTON COUNTY, TEXAS
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Plotted by: jhuneycutt Plot Date: 8/7/2024 3:20 PM
100 0 100 200
1 " = 200' %/'
Basis of bearing:
State Plane Coordinate
System, North Texas
Central Zone 4202, North
American Datum of 1983.
Adjustment Realization /
2011.
I r��
I
i
I '
\ I '
\ 27 71 —
/ — — — —fr— —7=-AF—
\ _ —
/�_ I LV
/ 725
I
728
I
/ O ■I, I I I � I I I I �
r
DRAINAGE i2tIlERIA
11 = 4.06 in/hr------�J/d/L� M --- - - - —
15 = 5.74 in/hr �`— =-- �`
_`-- --L-
110D= 9.24 in/hr ,— _ _ — e
tc = 10 Min. con _ —__
onc.
D.A. No. _ —_---
Acres
cfs------------- I—%r0000�uwoo -----�
XX X — —
�Q100() I\ II IT
Drainage Divide Line I
*Area to remain undeveloped, therefore C=0.3 utilized / NO SAVED OR PROPOSED
TREES ARE WITHIN THE
J�SPIARS SWFMA - DRAINAGE AREA MAP ISWIFMA BOUNDARY LIMITS
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
�° F.M21 - t°,�NaF � W'S°'S„ j EXHIBIT B
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JDH I JDH I12/12/23I 22-244 DENTON COUNTY, TEXAS PAGE 3 OF 37
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100 0 100 200
1" = 200'
Basis of bearing:
State Plane Coordinate
System, North Texas
Central Zone 4202, North _
American Datum of 1983. _--
Adjustment Realization
2011.
Ni I t
t
Il4
/ / k A Fnd.
DRAINAGE (IBIIERIA — I t�(
I \ f
Q = C I A--J
C=0.77-
11 = 4.06 in/hr
11
15 = 5.74 in/hr
I
1100= 9.24 in/hr
��-4
tc = 10 Min.�'
1-4
D.A. No. A
Acres
XX.X � I
'0106cfs) _ 7 • 71� 7
■ ` _ Drainage Divide Line
_ — — — NO SAVED OR PROPOSED
TREES ARE WITHIN THE
J�SPIARS SWFMA - DRAINAGE AREA MAP SWFMA BOUNDARY LIMITS
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
�° F.M21 . t°,�NaF � W'S°'S„�w., EXHIBIT B
Drawn: Checked: Date Job No. CITY OF FORT WORTH, ETJ
JDH I JDH I12/12/23I 22-244 DENTON COUNTY, TEXAS PAGE 4 OF 37
Drawing: g:\2022 jobs\22-244 northwest village\CAD\SWFMA\SWFMA — Drainage Prey Map.dwg Swed By: Jhuneycutt Scree Time: 8/7/2024 3:09:32 PM Plotted by: jhuneycutt Plot Date: 8/7/2024 3:20 PM
�J
-
60 0 60 120
Basis of bearing: Z27 r
State Plane Coordinate 17291 I 7 4 _
System, North Texas
Central Zone 4202, North1000
_
American Datum of 1983. = —1 _ _ _'��00\ _ A
Adjustment Realization
2011.
i
725 I i
728
7
/ � II II 111111 fill II; II /
// / 1/ N Iljl ill a
�7 -
728clq
V' -� ca �,
25.20 I I I I ✓0
/ I
124.75 I I I
24.50
953.251
J 4�1 d J
-` X" Fnd rIrlr
in conc.
onc. �_ — — — — — — —
1 _ — — — — — —
NOOR PROPOSED
TREES ARE WITHIN THE
J�SPIARS SWFMA - GRADING PLAN SWFMA BOUNDARY LIMITS
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
TOP �t°,�N.F, 0�75°'S„ j EXHIBIT B
Drawn: Checked: Date Job No. CITY OF FORT WORTH, ETJ
JDH I JDH I12/12/23I 22-244 DENTON COUNTY, TEXAS PAGE 5 OF 37
Drawing: g:\2022 jobs\22-244 northwest village\CAD\S~\SW`vlA — Grading Plall Saved By: Jhuneycutt Save Ti— 8/7/2024 3:11:49 PM Plotted by: jhuneycutt Plot Date: 8/7/2024 3:20 PM
60 0 60 120
Dc
1" = 120' 0•0
Basis of bearing:
State Plane Coordinate
System, North Texas h 1 I
Central Zone 4202, North+
American Datum of 1983. /Z I
Adjustment Realization
2011.
v '
/
/
I
— — — — — —
I /
i''' /------------------�
J�SPIARS SWFMA - GRADING PLAN
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
765 ouorawd,sWu faD Plowy1X 7S075 972A220077
18PENOF2131 • TOPSNa F70043100 • wWw.sOli%umm
Drawn: I Checked: I Date I Job No.
JDH I JDH 112/12/231 22-244
CITY OF FORT WORTH, ETJ
DENTON COUNTY, TEXAS
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
EXHIBIT B
PAGE 6 OF 37
Drawing: g:\2022 jobs\22-244 northwest village\CAD\S~\SW`M4 — Grading Plan.dwg Saved By: Jhuneycutt Save Time: 8/7/2024 3:11:49 PM Plotted by: jhuneycutt Plot Date: 8/7/2024 3:20 PM
I �
I
I
I
I
I
�
,I
T
I
L
W I W
J w W-
. k
I
I '
I I I
1 I
� I I
/ I I
Overflow Route
I I
T I I
� I
I
0+69.96 Line 'D'
End 48" RCB
Connect to Oldcastle Underground
Detention System
Refer to Oldcastle Plans for Details
FL 48"=716.18
Detention £ i --- ss
Pond B-1 m _
0+00.00 Line V
Const. Concrete Headwall
" Begin 44' RCB
— W W W w FL=716.09
'X" Fnd.
in conc.
C . I
0+18.22 Line V a I
Install 44' 30' — — —
Horiz. Bend ° 2-36" RCP °
80.5 CFS
HIGHWAY 114
(Variable Width R.O.W.)
J�SPIARS SWFMA - DRAINAGE PLAN
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
765 Door Ro"d,Suke t00 PIma7%75W5 9RA220077
78PENo F-2131 • TBlPSNa F-10043100 • www.splvwg=m
Drawn: Checked: Date Jab No. CITY OF FORT WORTH
JDH I JD H 15/13/24I 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest Aloge\CAD\SWFM4\SWFM4 — Droinage Pl—dwg Saved By: Jhuneycutt Save T,—: 8/7/2024 3:15:21 PM
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
EXHIBIT B
PAGE 7 OF 37
Plotted by: jh-eycutt Plot Date: 8/7/2024 3:20 PM
20 0 20 40
1"-40'
730
725
720
715
710
705
uFt
3
p �
+,
J m
O
J
C
—
J
orn
+ n
7 N
o
o aC2C3L2
C) 'o+ Finished
o U oo Grade Proposed
�Backfill
Existing
Grade
j 44' RCB�\
/ ----4'x4' RCB
— i Q = 805#0 _%
Qcap = 129.67 ds
Ex. 16 Public
Water Line Tom
Be Lowered 2' J�
III
Proposed —
Lowered
Public Water
Line o
zn
co
J
U_
0+00
\ Ex. 8" Public Water Line
To Be Lowered 2'
Proposed Contractor to Field Verify
Lowered Public (Depth Unknown)
Water Line I
q Proposed 12" Public
N U - aanitary Sewer Line
Ref. CPN 105464
0
J
U_ U_
Storm
1 +00
Lin e 'D'
J�SPIARS SWFMA - DRAINAGE PROFILE
ENGINEERING 75 SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
7ssa�oerBc.a,sldoeloB P1.w,Tx7sms sn�L2x.Bon
TBPE No F2121 • TBLPS No. F70043100 • ww .0w-iig mm
Drawn: Checked: Date Job No. CITY OF FORT WORTH, ETJ
JDH I JDH 15/13/24I 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest villoge\CAD\SWFMA\SWFMA — Droinage Plon.dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM
730
725
720
715
710
705
1 +50
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
EXHIBIT B
PAGE 8 OF 37
Platted by: jhuneycutt Plot Date: 8/7/2024 3:20 PM
-W W
0
20'
28.1 CY Rock Riprap
ID50=8" T=12"9 Tb=6"
o°
Existing °c °
Concrete Apron °
to Remain °
Existing Storm Culvert
Headwall To Remain
Existing Storm/
Culvert To Remain
0+35.27 Line 'E'
Install 24" 45'
Horiz. Bend
Emergency
Overflow Route
0+37.27 Line 'E' I
End 24" RCP
7 FL 24"=720.00
I
Caution!!! Existing 16" Water
Line 5.5' Below Existing Grade
Reference CPN# 102240
X-26270
w W
W W
w
0+00.00 Line 'E'
Begin 24" RCP
Const. Type 'C' Headwall
FL 24" RCP=719.24
J�SPIARS SWFMA - DRAINAGE PLAN
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
765�R0�d,Suka 100 Plana TX 75075 972A22.0077
TBPE No F2121 • TBLPS No. M00/3100 • ww"spa —&wm
Drawn: Checked: Date Job No. CITY OF FORT WORTH, ETJ
JDH I JDH 15/13/24I 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest villoge\CAD\SWFMA\SWFMA — Droinage Pl—dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM
W
Conc.
"dery — — —
Fnd.
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
EXHIBIT B
PAGE 9 OF 37
Platted by: jhuneycutt Plot Date: 8/7/2024 3:21 PM
735
3
c
�
W �
c
. C
N O
x
J C O -2
CD
730 + o 0
0 CD
o = 1 M
v v tit
O U Q::
725 ,
Finished Grade
Grade Grade
Prop. 5'
720 Concrete Pad 24 PCP On 2.04%
24" RCP
0 = 16.0011 rfe
V = 5.09 fps
S = 0.0050 ft/ft
Hv=0.40ft
715 I CautionM Ex. 16"
Public Water Line
Prop. Rock b5' Below Grade
Riprap10� Ref. CPN/ 102240
0W--6• X-26270
T=12
Tb=6'
v
N
xll n
�} x
CV N
710
:I�I��
Storm Line 'E'
1 +00
J�SPIARS SWFMA - DRAINAGE PLAN
ENGINEERING 75 SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
7ssauLerBad,SWLetoo PIBw,Tx7sms snJLn.Bon
TBPE No F2121 • TBLPS No. F70043100 • ww .0w-iig mm
Drawn: Checked: Date Job No. CITY OF FORT WORTH, ETJ
JDH I JDH 15/13/24I 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest villoge\CAD\SWFMA\SWFMA — Droinage Plon.dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM
725
720
715
710
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
EXHIBIT B
PAGE 10 OF 37
Platted by: jh-eycutt Plot Date: 8/7/2024 3:21 PM
0
SEE SHEET 13
I
7/71—,
I K I
I 20 0 20 40
1 7 I F
1 1"=40'
Lot 3 j
Block G I m—± I I I
1.82 AC M I I
I I
0+26.91 Line 'B'=
0+00.00 Lot 'B-1' , I 1 Install 18° Wye 0+00.00 Line 'B'
I
I I Begin 7'x5' RCB
0+82.92 Line 'B'= I. I I I _ Connect to Oldcastle Underground
0+00.00 Line 'C' - N I I Detention System
Install Concrete Collar Connection I I I I �- Refer to Oldcastle Plans for Details
F- — I I I 7'x5' FL=716.18
----------J i0
1+10.92 Line 'B' I I i-7x5 RCB I.
End 7'x5' RCB /
Connect to Oldcastle Underground i o II +� 0+24.05 Lot 'B-1' —
Detention System 3 I 1 End 18" RCP Detention
Refer to Oldcastle Plans for Details N I Const. 10' C.I. Pond B-1
FL 7'x5'=716.29 I I 1 Top=723.50 —
FL�719.00
-------------- -- — — — —
W W W W WSW W w I w I WowCE7
a
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
J�SPIARS SWFMA - DRAINAGE PLAN SWFMA BOUNDARY LIMITS
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
7OP��.d=�t.,DD ' P75075 ' plvwgxn
78PE NU F2,2, - retrsru.F,0w3,o04310o - �w.m EXHIBIT BETJ
Drawn: Checked: Date Job No. CITY OF FORT WORTH, PAGE 11 OF 37
JDH JD H 5/13/24 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\S~\SWFM4 — Drainage Plan.dwg Saved By: Jhuneycutt Save Time: 8/7/2024 3:15:21 PM Plotted by: jhuneycutt Plot Date: 8/7/2024 3:21 PM
730
725
720
715
m m
II i�0 0 20 40
C T a) („) L U m x
O SY J J a J N rn
O^ O- N •9. Cj i0j J n
O t0 O C7 N O p p p
+ N N O . + 00 O .� •7
O m Ot Ot c 0 0 f 40 ± w
Finished Existing -
Proposed Grade �L� `Grade
Backfill1�\ _ 1111
100-YR l 1
I 7'X5' RI'B On 0.10%
i
i
7 X5' RC5 0+65.42
Q = 135.600 ch 12" PVC Public Water
wcap = 204.1 CTS 3+ i 2. J J W-1
V = 5.85 fps FL=712. 34
0+42.9,'
710
12" PVC Public SS
�2+05.J
1 53-1
FL=709.30
ou
cfl
cD cc
II
�
►=r= i
II IX
U;
i�
� or•+
d O x
705
L" U
0+00
1 +00 1 +50
Storm Lin e 'B'
1 "=40': H
1 "=4': V
J�SPIARS SWFMA - DRAINAGE PROFILE
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
�onorao.d,sukalw rmlanc7sms 9n.4zzwn
,ere NOF2121 TBLPSNaFlowsloo wwaY.Oirstlg.Cum CITY OF FORT WORTH, ETJ
Drawn: Checked: Date Job No.
JDH I JDH 5/13/24 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest villoge\CAD\SWFM4\SWFM4 — Droinage Pl—dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM
725
720
715
710
705
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
EXHIBIT B
PAGE 12 OF 37
Platted by: jh-eycutt Plot Date: 8/7/2024 3:21 PM
I � 0+77.78 Lat 'C-3'
20 0 20 40 I I/ I End 24" RCP
Const. 44' Drop Inlet
1 " = 40'
0+86.54 Lat 'C-1' Top=725.00
Lot 3 End 24" RCP I Throat=724.00
Block G Const. 5' C.I. FL=720.48
1.82 AC Top=726.43
FL=722.49
0+64.03 Lot 'C-1' 100/
3 ~
m� Install 24" 60'
W (n c
y rz E o Horiz. Bend I �I/ *�
w
y
I II I( II LJ0+08.02 Lat 'C—'
o
a W
a Install 24" 30'
-d � Horiz. Bend I N �
0+08.00 Lot 'C-3'
I Install 24" 30' LLI
r
o � _
_ Horiz. Bend — _ �
Ire nl I , I
I / 43' RCB
e
cn
—jam 0+05.66 Lat 'C-2'—
LLI Install 24" 30'
Horiz. Bend
1+01.66 Lat 'C-2'
End 24" RCP
Const. 44' Drop Inlet i
Top=725.00
Throat=724.00
FL=720.54I 4-
Lot 3
Block D I m
1.71 AC _ I I
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
J�SPIARS SWFMA - DRAINAGE PLAN SWFMA BOUNDARY LIMITS
ENGINEERING & SURVEYING765 GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
TBPEENNoF-21121d- TBLPSNm F1W{310U�S—.0w-ing-m EXHIBIT B
Drawn: Checked: Date Job No. CITY OF FORT WORTH, ETJ PAGE 13 OF 37
JDH I JDH 15/13/24I 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\SWFMA\SWFMA — Drainage Pl—dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM Plotted by: jhuneycutt Plot Date: 8/7/2024 3:21 PM
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
20 0 20 40
1" = 40' SEE SHEET 15
i 3+48.02 Line 'C'=
0+00.00 Lot 'C-4' a
Install 18" Wye oc, bD N
m U) , =
U
m
3+60.30 Line 'C'= o � � y N
o — - PO
0+00.00 Lot 'C-5' Za
Install 18" Wye lb-� o
x , z 5+14.08 Line C,
-1
0+02.44 Lot 'C-5Install 43' 45'
End 18" RCP Horiz. Bend —
Const. TOOT PCU 5' C.I. , , 8' RCP
[� Top=726.12 5+00.00 Line C =
FL=722.26 0+00.00 Lot 'C-6'
W-- — --- — — — —Install 18" Wye
W 43' RCB
_- -----_- - - - - ----- -- -
- 12" PVC 0+08.01 Lot 'C-4'I---112" Water (Public)[ I 5+20.98 Line 'C'=
W _ Install 18" 30' 1 0+00.00 Lot 'C-7'
W ; Horiz. Bend I 12" Sanitary L Install 18" Wye
Sewer (Public)
0+42.91 Lot 'C-4----___------____� —
Install 18" 45' 5+08.41 Line 'C'
m Horiz. Bend I Install 4'x3' 45'
-- 0+56.58 Lot 'C-4----------�-- --r —7-- Horiz. Bend
— —End 18" RCP ------- —� I I
Const. 5' C.I. I
Top=726.00 I I
' FL=722.00 I
� U O
m_rn D,
'I
,m I
Lot 2 I
Block D Cb
= s a o
1.65AC I °���
J�SPIARS SWFMA - DRAINAGE PLAN
ENGINEERING & SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
TBPEENNoF-21121d- TBLPSNm F1W{310U�S—.0w-ing-m EXHIBIT B
Drawn: Checked: Date Job No. CITY OF FORT WORTH, ETJ PAGE 14 OF 37
JDH I JDH 15/13/24I 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\SWFMA\SWFMA — Drainage Pl—dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM Plotted by: jhuneycutt Plot Date: 8/7/2024 3:21 PM
W
W
(S)
W
LLI
(S)
I
_
0+16.17 Lot 'C-9'
End 18" RCP
Const. 5' C.I.
Top=728.23
FL=724.23
18" RCP
I
r�
u7.�1�
0+85.26 Lot 'C-8' Lu
End 36" RCB
Const. 44' Drop Inlet
Top=728.00 — — — — — — Lu
Throat=727.00 a, Lu
721.60 (�
0+05.66 Lot 'C-8'
Install 3'x3' 60'
Horiz. Bend
8+00 \\\
7+43.77 Line 'C'= (pawp}wpW 1
0+00.00 Lot 'C-9' Ala}onlad) 30 ,Sl
Install 18" Wye
Lot 2
Block E
3.24 AC
7+00
18" RCP
6+44.70 Line 'C'
End 48" RCB
Begin 18" RCP
6+40.62 Line 'C'=
0+00.00 Lot 'C-8'
Install 3' Wye I
3+48.02
0+00.00
Install 18
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
J�SPIARS SWFMA - DRAINAGE PLAN SWFMA BOUNDARY LIMITS
ENGINEERING & SURVEYING765 GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
TBPEENNoF-21121d- TBLPSNm F1W{310U�S—.0w-ing-m EXHIBIT B
Drawn: Checked: Date Job No. CITY OF FORT WORTH, ETJ PAGE 15 OF 37
JDH I JDH 15/13/24I 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\SWFMA\SWFMA — Drainage Pl—dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM Plotted by: jhuneycutt Plot Date: 8/7/2024 3:21 PM
30 , lZ
I
SUDld P00mis9M/30Ad
o} salad 'sJ9410 A8
I
(paulD}ulDw 1(1a}19Aud)
_ }Dld Slql Ae }UaWaSD3
.4
i(DI n a DDSPUDI 7jDM,PlS UIJD}S a}DAIJd
(PaUID UID } . W I .Ig d) ..7 }uawasD3 ssaDDy nllgnd ,Sti
3SS -y 3N Dllgnd ,SS
r
112" Water—'Lublic)711 _
I % nl
b / .1/2., CIRF -
LINE7E7
- i = I _ 9+00 _
— — — — — — — — — — — — — — J
9+25.08 Line 'C'
(paulD}ulD{ry fja}DnlJd) �_ Install 18" 45'
}Dld SI41 Aa }uauaaSD3 Horiz. Bend
adDDspuDT '41omapl,S —
`WJOIS a}DAIJd ;8 }ualuasD3 9+52.17 Line 'C' �,
ssaDDy Dllgnd g zf End 18" RCP
9+30.74 Line 'C' Const. 5'x5' Drop Inlet
Install 18" 45' Top=728.00
Horiz. Bend Throat=727.00
FL=723.62
Lot 1
Block E
2.14 AC
L
w
LLI
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
J�SPIARS SWFMA - DRAINAGE PLAN SWFMA BOUNDARY LIMITS
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
'BP`�'121 - TB� • 4.043100 °'S . Ow ngmm EXHIBIT B
,erENOF2121 TBLPSNo.Floo.3l00 www.splarwi{.wm ET CITY OF FORT WORTH, J
Drawn: Checked: Date Jab Na. PAGE 16 OF 37
JDH I JDH 5/13/24 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\SWFMA\SWFMA — Drainage Pl—dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM Plotted by: jhuneycutt Plot Date: 8/7/2024 3:21 PM
20 0 20 40
5+14.08 Line 'C'
Install 43' 45'
Horiz. Bend
1 " = 40' 5+00.00 Line 'C'=
0+00.00 Lot 'C-6'
— — Install 18" Wye
J 43' RCB
5EE 5HEET 15
Im _
o
�Ix
I� � �I
0+16.17 Lot 'C-7'
18" RCP1 End 18" RCP
Const. 5' C.I.
Top=727.26
-A FL=723.26
,r
---------------
- --,
- — — — — — — — — — —
— — — — — — —
d12" Water (Public)f
i ��
5+20.98 Line 'C'=
0+00.00 Lot 'C-7'
Install 18" Wye
to
5+08.41 Line 'C'
0+05.66 Lot 'C-6'
NC
Install 43' 45'
W ---------------
— Install 18" 60'
— Horiz. Bend
W_-----_---------
� Horiz. Bend
W:61
LU
Q'i
of
I
I I
o
I 'I
_ m
co
cD
c
Lot 2
Sir
Block D
(D
1.65 AC
Q)
- a `°
Q. m
I I
I 'I
�I � I
I I
2+80.04 Lot C-6,
I 'I
End 18" RCP
o I I
I
Const. CB-36
N
Top=724.00
I I
I 18" RCP
,
FL=721.61
5+04.00 Line 'C' 1
41
2+
Install 18" 60' I
I
`---
-- — — —
— —— Horiz. Bend ---
------
M
M M
M M — Install 18" 30'
M M M M
12° PVC 261817 CPN 102234
M M Horiz. Bend —
M M M M M
23.01
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
�SWFMA
J�SPIARS
SWFMA - DRAINAGE PLAN
BOUNDARY LIMITS
ENGINEERING & SURVEYING765
GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
7BPENoF21121d- TBLKSake laoNa F1W{310U�S—.0w-ing-m
EXHIBIT B
CITY OF FORT WORTH, ETJ
Drawn:
Checked:
I 15/13/24I
Date
Job No.
PAGE 17 OF 37
JDH
JDH
22-244
DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\SWFMA\SWFMA — Drainage Pl—dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM
Plotted by: jhuneycutt Plot Date: 8/7/2024 3:21 PM
0+00.00 Line 'A'
Begin 3'x5' RCB
Connect to Oldcastle Underground
Detention System
Refer to Oldcastle Plans for Details
FL 3'x5' RCB=720.00
I I
0+45.11 Line 'A'=
0+00.00 Lot 'A-1'
- — — Const. 44' JCT Box
Top=725.68
U-�-T i
I I +
I
0+80.11 Line 'A' I
Connect to Oldcastle Underground
Detention System
Refer to Oldcastle Plans for Details
End 3'x5' RCB
FL 3'x5' RCB=720.10
I
I
0+53.17 Line 'A'=
i r18' RC 0+00.00 Lot 'A-2'
Install 18' Wye
3'x`' RCB
1.
i
u i
I �
I II
-I-=-------
SPIARS SWFMA - DRAINAGE PLAN
ENGINEERING 75 SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
7ssa�oerrto.a,sldoeloo w�lanc7sms snAnarn
,erENOF2121 TBLPSNo.Floosloo w'NaY.splirsN{.Com CITY OF FORT WORTH, ETJ
Drawn: Checked: Date Job No.
JDH I JDH 5/13/24 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest villoge\CAD\SWFMA\SWFMA — Droinage Pl—dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM
drat%
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
EXHIBIT B
PAGE 18 OF 37
Platted by: jhuneycutt Plot Date: 8/7/2024 3:21 PM
735
730
725
720
715
Q
COD
-a
v c 0
o t 0 Q
�o C��O a`>
O U (n Q:f
Finished
Grade
100—YR 77
WSE j
3 x5, RCG
0 = 20.100 cfs
wcap = 59.36 cis 3}�5 KI:tS
V = 1.34 fps nn n 13%
0+32.61
i2" rvu rumic Water•
n+49 17 W—.3 0 \
FL=717.00
X
in
J
0+00
Storm
X
0
II
m
<
v��-Q I
Q
�co- i
x II J J
J
N O M
s
+t
o.€oo=
v U
v Lc
KAV
(D
Q ry+ v a a>
C O C U
X U OLCD
g� 2-10T�
+ C O C >. N 730
O W U O N
Existing
Grade
_Proposed
Backfill
�3'x5' RCB
Qcap = 59.38 cfs
V = 4.66 f e
o c) to
o0O
0
C5
N N
Ln
_X
X
1 +00
Lin e 'A'
1 +50
725
720
715
I
I '
1 "=40': H
1 "=4': V
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
J�SPIARS
SWFMA - DRAINAGE PROFILE
SWFMA BOUNDARY LIMITS
ENGINEERING & SURVEYING765
GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
EXHIBIT B
TBPEENNoF-21121d- TBLPSNm F1W{310U�S—.0w-ing-m
CITY OF FORT WORTH, ETJ
Drawn:
Checked:
I 15/13/24I
Date
Job No.
PAGE 19 OF 37
JDH
JDH
22-244
DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\SWFMA\SWFMA — Drainage Plon.dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM
Plotted by: jhuneycutt Plot Date: 8/7/2024 3:21 PM
10 0 10 20
1"=20'
I
0+20.00 Line 'H'
End 18" RCP
Const. 44' Drop Inlet
Top=726.00
Throat=725.00
FL=720.20
I
0+00.00 Line H
Begin 18° RCP
r---------------- FL 18" RCP=720.00 — ---
I
I I
I I
a
— — — — — — — — —
o w w
w w
a
W _ W W W W W_
J�SPIARS SWFMA - DRAINAGE PLAN
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
765 Door rtwdsWoe loo PImg7X 75fA5 973.N3.8077
,ere NOF2121 7BlP5NaF100431oo wwaY.spliirnng.Cum CITY OF FORT WORTH, ETJ
Drawn: Checked: Date Job No.
JDH I JD H 5/13/24 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest Aloge\CAD\SWFM4\SWFM4 — Droinage Pl—dwg Saved By: Jhuneycutt Save T,—: 8r//2024 3:15:21 PM
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
EXHIBIT B
PAGE 20 OF 37
Plotted by: jhuaeycutt Plot Date: 8/7/2024 3:21 PM
Lot
Block G
1 .71 AC
10 0 10 20
i
1"=20'
i
i
i
I i1
I �
I �
I �
I �
0+20.00 Line 'I' '
i
End 18" RCP
Const. 44' Drop Inlet
Top=725.00
Throat=724.00
FL=721.00
0+00.00 Line 'I'
Begin 18" RCP
Connect to Oldcastle Underground
i �18" RCP 0 — Detention System
— — — Refer to Oldcastle Plans for Details
I — — — — — — FL 18" RCP=720.29
i o
I
80
I
I
�
-IW
W W
W—
Ill,
if
I
W
J�SPIARS SWFMA - DRAINAGE PLAN
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
765 Door rtwdsWoe 100 PImg7X 75075 973.N3.0077
,ere NOF2121 ,etrsNaF70043100 wwaY.spliirnng.Cam CITY OF FORT WORTH, ETJ
Drawn: Checked: Date Job No.
JDH I JD H 5/13/24 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\S~\SWflM — Drainage Plan.dwg Saved 8y: Jhuneycutt Save Time: 8/7/2024 3:15:21 PM
W W W —
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
EXHIBIT B
PAGE 21 OF 37
Plotted by: jhuneycutt Plot Date: 8/7/2024 3:21 PM
1 1 10 20
2 1
0+20.00 Line V
End 18" RCP
Const. 44' Drop Inlet
Top=725.00
Throat=724.00
FL=720.00
0+00.00 Line V
Begin 18" RCP
Connect to Oldcastle Underground
Detention System
Refer to Oldcastle Plans for Details
FL 18" RCP=719.29
F—
I
--——— — — — — — I
co
— — — — -- --
ZD
Phase 2 — Detention Cut
From This Site 8,500 C)
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
J�SPIARS SWFMA - DRAINAGE PLAN SWFMA BOUNDARY LIMITS
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
'OP`No„ Suk.'� • -100431WS°'S . 872,{220077 EXHIBIT B
,erENOF2721 TBLPSNo.Floo.3l00 www.splarsui{.wm ET CITY OF FORT WORTH, J
Drawn: Checked: Date Jab No. PAGE 22 OF 37
JDH I JDH 5/13/24 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\SWFMA\SWFMA — Drainage Pl—dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM Plotted by: jhuneycutt Plot Date: 8/7/2024 3:21 PM
1 1 10 20
rl
0+20.00 Line Y
End 18" RCP
Const. 44' Drop Inlet
Top=725.00
Throat=724.00
FL=720.00
0+00.00 Line Y
Begin 18" RCP
Connect to Oldcastle Underground
Detention System
Refer to Oldcastle Plans for Details
FL 18" RCP=719.29
Lot 3
Block G
1.82 AC
00
— — — — — — — — — — — — — — — — — — — — — — — ---
_-------------
0
1+10.92 Lin
End 7'x5' R
ial Connect to
' I Detention S
Refer to Oh
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
J�SPIARS SWFMA - DRAINAGE PLAN SWFMA BOUNDARY LIMITS
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
'OP`No„ Suk.'� • -100431WS°'S . 872,{220077 EXHIBIT B
,erENOF2721 TBLPSNo.Floo.3l00 www.splarsui{.wm ET CITY OF FORT WORTH, J
Drawn: Checked: Date Jab Na. PAGE 23 OF 37
JDH I JDH 5/13/24 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\SWFMA\SWFMA — Drainage Pl—dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM Plotted by: jhuneycutt Plot Date: 8/7/2024 3:21 PM
i
i
i
i
i
i
i
i
i
i
10 0 10 20
i
1"=20'
i
i
i
i
i
i
0+20.00 Line 'L'
End 18" RCP
Const. 44' Drop Inlet
Top=722.00 i
Throat=721.00
FL=717.00
/
,
,
,
/=,Begin
00.00 Line 'L'
18" RCP
nnect to Oldcastle Underground
Detention System
Refer to Oldcastle Plans for Details
— — FL 18" RCP=716.80
CD
0
--1
I
I
I
I
I
I
II
J�
I �
I
Emergency
Overflow Route
f
J�SPIARS SWFMA - DRAINAGE PLAN
ENGINEERING 75 SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
7ssa�oerrto.a,sldoelao wewsnc7w7s snAnarn
,erENOF2121 TBLPSNo.Floo.3l00 w'NaY.splirsN{.Com CITY OF FORT WORTH, ETJ
Drawn: Checked: Date Job No.
JDH I JDH 1 5/13/24 1 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest villoge\CAD\SWFMA\SWFMA — Droinage Pl—dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
EXHIBIT B
PAGE 24 OF 37
Platted by: jhuneycutt Plot Date: 8/7/2024 3:22 PM
401
- W W
Stage Storage - Pond A
Stage
Storage
Storage Discharge
(ft)
(ac-ft)
(cf)
(cfs)
720.0
0.0
0
0
721.0
0.1
4356
2.3
722.0
a 2
8712
3.9
1-yr 722.2
0.3
13068
4.1
723.0
D4
17424
5.0
5-yr 723.1
0.4
17424
8.4
724.0
a 5
21780
16.0
100-yr 724.8
0.6
26136
20.2
Detention Overflow Path
I!
Detention Pond A-1
_ I
+ Ia o
---------co CD-
C:)
0 000
18'
W LL
I
w '-w-, w w w
-20.2 CFS Conc. _ - , T�\
-- -- --1-
HMS Element
Table 7-700-YR FUIIV Developed Hydrolo is
Pre -Project Post -Project
Results
Difference %
J-DP-1
20.8
20.2
-0.6 -2.9
Pond B*
-
80.5
- -
Swale 1**
99.6
101.7
2.1 2.1
lCulvert"
xivert
TDOT
220.3
2203
O 0
J-N-Outfall 40.7 32 -8.7 -21.4
" From Gateway hurch HEC-HMS version 4.5 model
*' Common discharge point pre- and post -project immediately downstream of Pond B.
Fnd.
15' Waterline Easement Traditional Mud No. 2B
Doc. No. 2019-131151 R.P.R.D.C.TX.
Table Provided by Caridnal Strategies Drainage Study
Report For Northwest Village Drainage Study of Harriet
Creek and Elizabeth Creek, dated 12/21/2023.
Referencing page 9 of the Cardinal Drainage Study, dated
12/21/2023, "The results shown in the previous tables
show that discharges decrease for the 5-year and
100-year storm events. There is an increase in the 1-year
storm even discharges; however, the discharge point feeds
the TxDOT culvert in unders 200-ft of travel and the
downstream culverts have capacity and feed directly into
the Elizabteh Creek. Therefore, no negative impacts are
anticipated from this increase."
J�SPIARS SWFMA - DETENTION POND
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
76617etrrtwd,suloelW PImo,7X 75075 973.N3.0077
,BPE NU F2121 ,etss Na F1t1043100 wwaYspl•rsMg.Cam CITY OF FORT WORTH, ETJ
Drawn: Checked: Date Job No.
JDH I JDH 5/13/24 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\S~\SWflM - Drainage Plan.dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
EXHIBIT B
PAGE 25 OF 37
Plotted by: jhuneycutt Plot Date: 8/7/2024 3:22 PM
�] Tap Delmtion System = 725.00 77100-v WSEL=724.8
5-yr WSEL=723.1
\/ 1-yr 'MSE1=72221
SECTION A -A `FL oeten0an System=720.00
NITS
1•(�.) _ p _g - _ 2 _g _ too-yr WSEL=724.a
1"(TW.) IZIOO STEEL PLATE
(HOT DIP GALVANIZED
AFTER FABRICATION)
4'x4' RCB OUTLET I
FL=720.00
3/8" DIA. x 3" LT Y15-yr
BOWITiEPDXY GROUTED EXPANSIONANCHORS (TYP.) I I I WSEL=723.1
1-vr WSEL=722.2
2.1 R"2 (Plate"�0.66 ft�2 DIA. (Plate "A•)
Center of Orifice FL= 72)J 3.0 0.66• w X 1.0• It. =0.66 ft" 2
Center of Orifice FL=720.5
ORIFICE PLATE 'A' DETAIL
NITS
Stage
Storage
Storage Discharge
(ft)
(ac-ft)
(cf)
(cfs)
720
0
0
0
721
0.10
4356
2.3
722
0.20
8712
3.9
1-yr 722.2
0.30
13068
4.1
723
0.40
17424
5
5-yr 723.1
0.40
17424
8.4
714
0.50
21780
16
100-yr 724.8
0.60
26136
20.2
Orifice Eauation from Bernoulli's Principle
Equation
Pond A Upstream Orifice STA 0+80.11 Line A
Q=Cd*A*(2*32.2*h)"0.5
Q=0.6*(15 ft"2)*(2*32.2 ft/s^2*0.1 ft)A0.5
Q=22.8 CFS
J�SPIARS SWFMA - DETENTION POND
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
765 CusEerRwd,sukatW Plana TX 75075 972A32.0077
TBPE NO F2721 • TBLPS No. F1apH100 • www.splars*n{.wm CITY OF FORT WORTH, ETJ
Drawn: Checked: Date Job No.
JDH I JDH 5/13/24 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest viIIcge\CAD\SWFMA\SW1MA - Droirage Plon.dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
EXHIBIT B
PAGE 26OF37
Platted by: jhuneycutt Plot Date: 8/7/2024 3:22 PM
Stage Storage - Pond A
Stage
Storage
Storage
Discharge
(ft)
(ac-ft)
(cf)
(cfs)
720.0
0.0
0
0
721.0
0.1
4356
2.3
722.0
0.2
8712
3.9
1-yr
722.2
0.3
13068
4.1
723.0
0.4
17424
5.0
5-yr
723.1
0.4
17424
8.4
724.0
0.5
21780
16.0
100-yr
724.8
0.6
26136
20.2
I I I I 11
I 11
Detention Overflow Path
I I Detention Pond A-2
Detention Pond A-1 I 1---___-----
CD
F------
r -----� --18"RCP --J
3'x5' o
� t
0100
a, -
I N I
='W�� w W W_ I W I W W W I`\ W W W W W
T
15' Waterline Easement Traditional Mud No. 2B
Waterline Easement Traditional Mud No. 2B Doc. No. 2019-131151 R.P.R.D.C.TX.
Doc. No. 2019-131151 R.P.R.D.C.TX.
I
v / _
Orifice Eauation from Bernoulli's Principle
Eauation
Pond A Q stream Orifice STA 0+80.11 Line A
Q=Cd*A*r*32.2*h)"0.5
0=0.6*(15 ft"2)*(2*32.2 ft/s"2*0.1 ft)"0.5
Q=22.8 CFS
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
J�SPIARS SWFMA - DETENTION POND SWFMA BOUNDARY LIMITS
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
�° F-M21 - °,�N.F00431WS°'S,W�,�., EXHIBIT B
Drawn: Checked: Date Job No. CITY OF FORT WORTH, ETJ PAGE 27 OF 37
JDH I JD H 15/13/24I 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\S~\SWflM — Drainage Plan.dwg Saved By: Jhuneycutt Save Time: 8/7/2024 3:15:21 PM Plotted by: jhuneycutt Plot Date: 8/7/2024 3:22 PM
1 1 20 41
,1
1-yr
5-yr
100-yr
I
I
Stage Storage -
Pond B
Stage
Storage
Storage
Discharge
(ft)
(ac-ft)
(cf)
(cfs)
716.18
0.0
0
0
717.0
0.5
21780
11.6
718.0
1.1
47916
23.3
718.3
1.3
56628
25.3
719.0
1.7
74052
33.0
719.2
1.9
82764
36.5
720.0
2.3
100188
53.7
721.0
2.9
126324
80.8
721.18
3.1
135036
88.4
Overflow Route
T I I
� I I
I ,
I C_>
I- - - - - - - - - -
I � I
I I I
I ,
I I
-7'x5' RCB I I I I F
I• � I I I I
Detention F
I I
Pond 6-1 I I
• 15' Waterline Easement Traditional Mud No. 2B I rF
Doc. No. 2019-131151 R.P.R.D.C.TX. I
II Ir
Iw w w w w w w w w w
I I \ II
1 -- -- -- X" Fnd.
• in conc.
- - 2-36' RC
80.5 CFS
HMS Element •Pre -Project , Post -Project •Difference
Discharge (cfs) Discharge (cfs) (cfs) Difference
..
:.
Swale l** 99.6 101.7 2.1 2.1
Culvert (West)*
"220.3 220.3 O 0
TxDOT Culvert"
J_N_Outfall j 40.7 32 -8.7 -21.4
" From Gateway Church HEC-HMS version 4.5 model
Common discharge point pre- and post -project immediately downstream of Pond B.
Table Provided by Caridnal Strategies Drainage Study
Report For Northwest Village Drainage Study of Harriet
Creek and Elizabeth Creek, dated 12/21/2023.
Referencing page 9 of the Cardinal Drainage Study, dated
12/21/2023, "The results shown in the previous tables
show that discharges decrease for the 5-year and
100-year storm events. There is an increase in the 1-year
storm even discharges; however, the discharge point feeds
the TxDOT culvert in unders 200-ft of travel and the
downstream culverts have capacity and feed directly into
the Elizabteh Creek. Therefore, no negative impacts are
anticipated from this increase."
J�SPIARS NO SAVED OR PROPOSED
SWFMA -DETENTION POND TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
TSPENoer121 -�.,00 -100431WS°-'S . WArAng972A22o i EXHIBIT B
terENOF2121 • TBLPSNo.Floosloo • www.splarsry.mm ET CITY OF FORT WORTH, J
Drawn: Checked: Date Job No. PAGE 28 OF 37
JDH I JDH 5/13/24 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest villoge\CAD\SWFMA\SWFMA - Drd-ge Plan.dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM Plotted by: jhuneycutt Plot Date: 8/7/2024 3:22 PM
41 1 41 :1
:0
I
CD
o
1.
L, c
Go
18" RCP
18' RCP
III
c
I o it I �5'x3' RCB lift I'
® 11 F �'
It
U
II -� -
u T1.9 '� NO SAVED OR PROPOSED
TREES ARE WITHIN THE
J�SPIARS SWFMA - DETENTION POND SWFMA BOUNDARY LIMITS
ENGINEERING & SURVEYING765 GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
7BPE N�o F21121d - TBLPS Nm F10M310U�Sw1W j0arsNg mm EXHIBIT B
Drawn: Checked: Date Job No. CITY OF FORT WORTH, ETJ PAGE 29 OF 37
JDH I JDH 15/13/24I 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\SWFMA\SWFMA — Drainage Plon.dwg Saved By: Jhuneycutt Save Tme: 8/7/2024 3:15:21 PM Plotted by: jhuneycutt Plot Date: 8/7/2024 3:22 PM
W Top Detention System = 721.18 n Ioa- MSFL-721.Is
'/ 5-g WSEL=719.2
\/ 1-yr WSEL=718.3
SEC71ON R—R \FL Detention Syst-716.18
NTS
2'-8' 2'-6' 1OD-yr WSEL=721.18
1•(TYP.) Vf 13/8• STEEL PLATE
I _r(NOT DIP GALVANIZED
AFTER FABRICATION)
3.8 LF (Plate-718.7 �S-yr 'NSEL=719.2
i�
24' RCP OUTLET \- c
3/9' DIA. z 3" BOLT WITH I
EPDXY GROUTED EXPANSION
ANCHORS (TYP.)---I_�`\`-C\/ v + 1-yr WSEL=718.3
4'X1' orifice (Plate "B")
0.2 ft�2 (Plate 'B') r=3.028 inj Center of Opening Orifice Plate
Center of Opening/Orifice FL= 717.3 1=716.68
ORIFICE PLATE "R" DETAIL
NTS
Q[jfinA Fri Winn from Remoulli s Princinle
E uD otion
Pond R U stream Orifice STA 1+10.92 Line R
Q=Cd*A*r*32.2*h)"0.5
Q=0.6*(35 ft-2)*(2*32.2 ft/s"2*0.1 ft)"0.5
Q=53.2 CFS
J�SPIARS SWFMA - DETENTION POND
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
TBPE NU
76S Outr lto�d,sWee 100 PImo,TX 7S075 972.N3.0077
F212, • T6ts6 Na. F,IXi43,00 • WWrnsPlitr%g.aaln CITY OF FORT WORTH, ETJ
Drawn: Checked: Date Job No.
JDH I JD H 5/13/24 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\S~\SWFIM — Drainage Plan.dwg Saved By: Jhuneycutt Save Troe: 8/7/2024 3:15:21 PM
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
EXHIBIT B
PAGE 30 OF 37
Plotted by: jhuneycutt Plot Date: 8/7/2024 3:22 PM
f-KOUTTERMA000T5
S-1—LOCATONS.
F / B I B
BW'OPENNG FOR Ob'RLP,
—'IN_", Ob� [r�EN9
039'OPE—NVIROtS' RCPBB
BI
B3DMANW YA�Ess.
A RIM. T.
(TYBOALIN3 LOCATIONS).
ADDEDONEEXTRA ,II
WINOOWTOMWULECI. I J.
1 B B I TNGroRa•r,•Rw,
J NLETINVENVERT ]20f1b
SIAB�
1
—B—
MIDDLE LMK SLAB
LRx
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SEE MODULE JOINT DETAIL
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DESIGN NOTES
1, LIVELOAOINGCRITERIA:
A. AASHTO HS-20< DESIGN TRUCK (WITH IMPACT AT 0.50FT MINIMUM COVER)
S. LATERAL LIVE LOAD SURCHARGE: 80 PSF (TO S.00FT DEPTH)
C. NO LATERAL SURCHARGE(S) FROM ANY ADJACENT BUILDINGS, WALLS,
FOUNDATIONS, OR ANYADDRIONAL SITE ELEMENTS.
2. SOIL LOADING CRITERIA:
A. SOIL COVER DEPTH 0 WET
(MIN.)-500FT(MAX)
B SOILUNITWEIGHT 120 PCF
C. ASSUMED WATER TABLE ELEVATION: BELOW BOTTOM OF PRECAST
D. REQUIRED ALLOWABLE BEARING PRESSURE3,OW PSF
E EQUIVALENT LATERAL FLUID PRESSURE, ACTIVE: 45 PCF (DRAINED)
F. EQUIVALENT LATERAL FLUID PRESSURE AT -REST 60 PCF (DRAINED)
G. EQUIVALENT LATERAL FLUID PRESSURE,PASSIVE 150 PCF(DRAINED)
H. ASSUMED COEFFICIENT OF FRICTION:0.4
I SEISMIC LATERAL EARTH PRESSURES: NOT APPLICABLE
3. STORMCAPi1JREMOWLE TYPE. DETENTION (SOILTIGHT).
4. CONCRETE (NORMAL WEIGHT)
A. MIN.28-DAY COMPRESSIVE STRENGTH. 6,000 PSI
B. CEMENT: ASTMCIW
5. STEEL REINFORCEMENT: ASTM A615IA706(GRADE 60), ASTMA1064(GRADE 80)
5. REFERENCE STANDARDS. ASTM C913& C890, ACI 318-14
`Stt1RMCMTMtEMOWTES BYIXDGSTLE1141 RUCTURE
INSIDE DIMENSIONS: T W x 13• L r 5• H, SYSTEM INVERT T20 W
18D'- Y.
PLAN VIEW
SCALE. 1116' =1'
RET/I DESatIrRlGx I --E I
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INTRI STHESE LOCATIONS
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DESIGN NOTES
1. LIVE LOADING CRITERIA:
A AASHTOHS-20 DESIGN TRUCK (NTH IMPACT AT0SUET MINIMUM COVER)
PLAN VIEW
B. LATERAL LIVE LOAD SURCHARGE: 80 PSF (TO SOOFT DEPTH)
SCALE:1/8" = V
C NO LATERAL SURCHARGES) FROM ANY ADJACENT BUILDINGS, WALLS,
FOUNDATIONS, ORANY ADDITIONAL SITE ELEMENTS.
2 SOIL LOADING CRITERIA
A SOIL COVER DEPTH 0 5I)FT (MIN.) - 5 MET (MAX)
B. SOIL U NIT WEIGHT: 120 PCF
C ASSUMED WATER TABLE ELEVATION: BELOW BOTTOM OF PRECAST
D. REQUIRED ALLOWABLE BEARING PRESSURE 3,000 PSF
E. EQUIVALENT LATERAL FLUID PRE SSURE,ACTIVE: 45 PCF (DRAINED)
F. EQU NALENT LATERAL FLUID PRESSURE,AT-REST: 60 PCF (DRAINED)
G. EQU NALENT LATERAL FLUID PRESSURE, PASSIVE: 1 MI PCF(DRAINED)
H. ASSUMED COEFFICIENT OF FRICTION: 0.40
I. SEISMIC LATERAL EARTH PRESSURES: NOT APPLICABLE
3, STORMCAPTURE MODULE TYPE: DETENTION (SOILTIGHT).
4. CONCRETE (NORMAL WEIGHT):
A. MIN.28-DAY COMPRESSIVE STRENGTH: 6,000 PSI
S. CEMENT: ASTM Cl So
5. STEEL REINFORCEMENT: ASTM A615/ATO6(GRADE60),ASTMA1064(GRADE80)
6 REFERENCE STANDARDS: ASTM C913 & C890, ACI 318-14
k—&DULE NOTIEES
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A
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PLAN VIEW
ry b 'UVENOTES SCALE 3132"=1•
/—I 1. LIVE LOADING CRITERIA:
O A. AASHTO HS-20-0 DESIGN TRUCK(VWTH IMPACT AT O.WFT MINIMUM COVER)
B. LATERAL LIVE LOAD SURCHARGE: 80 PSF (TO B.00FT DEPTH) JJ 1
C. NO LATERAL SURCHARGE($) FROM ANY ADJACENT BU ILDINGS, WALLS, FOUNDATIONS, I N FOUNDATIONS, OR ANY ADDITIONAL SITE ELEMENTS. OESCRIPrION oAre
H 2. SOIL LOADING CRITERIA:
I^� A. SOIL COVER DEPTFI120 f (MIN.)-S.00Ff (MAX.)
ly--� B. SOIL UNIT WEIGHT: 120 P CF MOEifYO
C ASSUMED WATER TABLE ELEVATION: BELOW BOTTOM OF PRECAST
0. REQUIRED ALLOWABLE BEARING PRESSURE: 3,000 PSF�y"L`IurV,6.b\lwvlle«IOsawE „w E. EDUIVALENTLATERAL FLUID PRESSURE, ACTIVE: 45 PCP (DRAINED) soot
F.EQUIVALENT LATERAL FLUI
G EQUIVALEND PRESSURE, AT -REST SO POP (DRAINED)
G. TLATERAL FL UIDPRESSURE,PASSNE ISOPCF(DRAINED)
H ASSUMEDCOEFFICIENTOF FRICTION:040 STORMCAPTURE®
I I M
.. I. SEISMIC LATERAL EARTH PRESSURES. NOTAPPLICABLE DETENTION Pond B-1 e
3 STORMCAPTURE MODULE TYPE DETENTION(SOILTIGHT). ISpiars Engineerilg &Surveying
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: AS C9153 & ONO, AADE 80), ASTM g1069 (GRADE 80) ttrztrz3 Q6a Pg QIS JSo /1 8. REFERENCE STANbARDS: ASTM CB138 C880, ACI 318-14
CONCEPTUAL DRAWING t
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wlNDay.otnoouiE91 I B 16 B B I B B B B B B
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IN.1-
(TYPICALIN23LOCATIONS). IN 1HI5?HESE LOCATIONS. SEE MODUON HEETOF 4.
DESIGN NOTES
1 LIVE LOADING CRITERIA:
A AASHTO HS-20-0 DESIGN TRUCK (WITH IMPACT AT 0.50FT MINIMUM COVER)
B. LATERAL LIVE LOAD SURCHARGE 80 PSF (TO 8 00FT DEPTH)
C. NO LATERAL SURCHARGE(S) FROM ANY ADJACENT BUILDINGS, WALLS,
FOUNDATIONS, MAW ADDITIONAL SITE ELEMENTS
2. SOIL LOADING CRITERIA:
A. SOIL COVER DEPTH: O SOFT (MIN) -5 00" (MAX)
B SOIL UNIT WEIGHT: 120 PCF
C. ASSUMED WATER TABLE ELEVATION: BELOW BOTTOM OF PRECAST
D. REQUIRED ALLOWABLE BEARING PRESSURE 3.000 PSF
E. EQUIVALENT LATERAL FLUID PRESSURE,ACTIVE: 45 PCF (DRAINED)
F. EQUIVALENT LATERAL FLUID PRESSURE AT -REST SO PCF (DRAINED)
G. EQUIVALENT LATERAL FLUID PRESSURE, PASSIVE. I SO PCF (DRAINED)
H. ASSUMED COEFFICIENTOF FRICTION:0.40
I. SEISMIC LATERAL EARTH PRESSURES: NOTAPPLICABLE
3. STORMCAPTURE MODULE TYPE: DETENTION (SOILTIGHT).
4. CONCRETE (NORMAL WEIGHT).
A MIN.28-DAY COMPRESSIVE STRENGTH: 6,000 PSI
B. CEMENT: ASTM C150
5. STEEL REINFORCEMENT: ASTM A615/A706(GRADE 60), ASTM A1064(GRADE80)
6. REFERENCE STANDARDS: ASTM CM&C8B0, ACI 318-14
PLAN VIEW
SCALE: 3/128" = V
I RE I OESCRIPTIN I DATE
0 0 dc..ft UdrBS lCtUlEr
m STORMCAPTURE0 O
DETENTION SYSTEM fPD—nR&2LLpw�
Splars EngineeringBSOlveying �a
aNORgveetVllgge-
�ON
JSD
CONCEPTUAL DRAWING I 1 DF 4
00 0 100 2011
00
Basis of bearing:
State Plane Coordinate
System, North Texas
Central Zone 4202, North
American Datum of 1983.
Adjustment Realization
2011.
ri
LEGM
Silt Fence
~ Drop Inlet Protection
■ Curb Inlet Protection
Construction Entrance
— — — — — — — — — — Limits of Construction Related ActiBties
IMM Rock Check Dam
I" Stone Overflow Structure
SEE SHEET 36
46 • __•
HIGHWAY114
-------_ ----__ - - -----{Variable Width R.O.'
B R LE(;a1D
PHASES 1-4 Silt Fence
PHASES 1-4 Inlet Protection
PHASES 1-4 Construction Entrance
PHASE 1.
Install Phase 1 BAIP'S
Rough Grading
PHASE 2.
Install Phase 2 EIMP'S
Utility Installation
PHASE 3.
Install Phase 3 BMP'S
Building Construction
Paving
PHASE 4.
Install Phase 4 EIMP'S
Soil StabiizationAandsoapilg
------------
I I I7
7i FTTT ,
J�SPIARS SWFMA - Erosion Control Plan
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
7sso.orso.d,salo.loo Plmo•7X75a75 s72Azz.aon
,BrENOF2121 retrsNaF70043100 wMM.splirstlyj.Cual CITY OF FORT WORTH, ETJ
Drawn: Checked: Date Job No.
JDH I JDH 12/12/23 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\S~\SW`MA — Erosion Control Plan.dwg Saved By: Jhuneywtt Save Time: 8/7/2024 3:16.58 PM
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
EXHIBIT B
PAGE 35 OF 37
Plotted by: jhuneycutt Plot Date: 8/7/2024 3:22 PM
11 1 100 2011
11
Basis of bearing:
State Plane Coordinate
System, North Texas
Central Zone 4202, North
American Datum of 1983.
Adjustment Realization
2011.
n
�Slt Fence
~
Drop Inlet Protection
■ ■
Curb Inlet Protection
ell1ii■■t—
Construction Entrance
— — — — — — — — — — Urnits of Construction Related ActiRties
Rock Check Dam
FK Stone overflow Structure
EIP LEGEID
PHASES 1-4 Sit Fence
PHASES 1-4 Inlet Protection
PHASES 1-4 Construction Entrance
PHASE 1. Install Phase 1 BMP•S
v
^ I \
Rou9 9
PHASE 2 Install Phase 2 BMP'S
Phase
J
I/
Utility Installation
PHASE 3. Install Phase 3 BMP'S
I
,
Building Construction
Paving
PHASE 4. Install Phase 4 BMP•S
Sol Stablization/Landscaping
t'\\\
I \\
J �
5EE SHEET 35
J�SPIARS SWFMA - Erosion Control Plan
ENGINEERING &SURVEYING GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
7esonoreo.d,salo.tan Plmo•7X75a75 s72Azz.aon
,BrENOF2121 ,etrsNaF70043100 reNerylersx%.mm CITY OF FORT WORTH, ETJ
Drawn: Checked: Date Job No.
JDH I JDH 12/12/23 22-244 DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\S~\SWFIM — Erosion Control Plan.dwg Saved By: Jhuneywtt Save Time: 8/7/2024 3:16.58 PM
FONNY WAY
(50' R.O.W.)
b
� d
W LO
1ti
r
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
SWFMA BOUNDARY LIMITS
EXHIBIT B
PAGE 36OF37
Plotted by: jhuneycutt Plot Date: 8/7/2024 3:22 PM
REVISED IN 2018
REVISED IN 2018
ISWM TECRNICPI. AWNUN. CONSTRUCT ION CONTROLS I9wM^' 1ECNNIM MMIUAL CONSTRUCTION CONTROL$
WEIR
LENGTH I
A
ROCK CHECK DAM VIEW LOOKING UPSTREAM
NTS
2'
FLOW_ 112 D 1 1 2 1
vR,Fn reeRlc
j.7.5D (MIND., i
CROSS SECTION A -A
TOE OF CHECK DAM TOP OF CHECK DAM
—SAME ELEVATION
SPACE BETWEEN ROCK CHECK DAMS
NOTES:
ACTUAL DIMENSIONS OF THE CHECK DAMS SHALL BE DESIGNED BASED ON FLOW
CONDITIONS IN THE DRAINAGE SWALE OR DITCH. PROVIDE CALCULATIONS THAT
DOCUMENT THE FOLLOWING PARAMETERS USED TO DESIGN THE CHECK DAM.
-HEIGHT OF CHECK DAMS (D) BASED ON SWALE OR DITCH DIMENSIONS AND FLOW
CONDITIONS
SPACING OF CHECK DAMS BASED ON GRADE OF THE SWALE OR DITCH. TOP OF
DOWNSTREAM DAM SHALL BE AT THE SAME ELEVATION AS TOE OF UPSTREAM DAM
ROCK CHECK DAM GENERAL NOTES:
1. SEE NCTCOG STANDARD SPECIFICATIONS (2017), SECTION 202.9
CHECK DAM (ROCK).
2. STONE SHALL BE WELL GRADED WITH SIZE RANGE FROM 1 1/2 TO 3 112
INCHES IN DIAMETER DEPENDING ON EXPECTED FLOWS.
3. THE CHECK DAM SHALL BE INSPECTED AS SPECIFIED IN THE SWPPP
AND SHALL BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION
AS INTENDED DUE TO SILT ACCUMULATION AMONG THE ROCKS,
WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC.
4. WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD OF THE HEIGHT
OF THE CHECK DAM OR ONE
BE REMOVED AND DISPOSED OFOPhOP RHYVER IS LESS, THE SILT SHALL
L.
5. WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION OR ANOTHER
EROSION OR SEDIMENT CONTROL DEVICE IS EMPLOYED, THE CHECK
DAM AND ACCUMULATED SILT SHALL BE REMOVED AND DISPOSED OF IN
AN APPROVED MANNER.
FIGURE 2.1 STANDARD CONSTRUCTION DETAIL - ROCK CHECK DAMS (1 OF 2) FIGURE 2.1 NOTES ON ROCK CHECK DAM (2 OF 2)
NO SAVED OR PROPOSED
TREES ARE WITHIN THE
IVSPIARS
SWFMA - Erosion Control Details
SWFMA BOUNDARY LIMITS
ENGINEERING &SURVEYING
GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214
�E�' `°1�NaF 0D� �D75075,W-,�.,
EXHIBIT B
CITY OF FORT WORTH, ETJ
Drawn:
Checked:
I I12/12/23I
Date
Job No.
PAGE 37 OF 37
JDH
JDH
22-244
DENTON COUNTY, TEXAS
Drawing: g:\2022 jobs\22-244 northwest village\CAD\S~\SWFMA — Erosion Control Plan.dwg Saved By: Jhuneywtt Save Time: 8/7/2024 3:16.58 PM
Plotted by: jhuneycutt Plot Date: 8/7/2024 3:22 PM
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND
MAINTENANCE PLAN FOR UNDERGROUND FACILITIES
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 facilities
storage volume is reduced by more than 10%. Silt shall be removed and the facility returned
to original working condition of the lines and grades shown on the approved engineering
plans. In addition, corrective measures are required any time a facility does not drain
completely within 72 hours of cessation of inflow. NO STANDING WATER IS
ALLOWED in the underground facility 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 facility. Disposal shall be in accordance with federal,
state and local regulations.
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, 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.
STORMWATER UNDERGROUND FACILITY MAINTENANCE AGREEMENT
FORT WORTH 0;
Fort Worth
Stormwater
Management
" EXHIBIT D"
STORMWATER UNDERGROUND DETENTION 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:
Condition of
Underground Facility
Amount of Silt in
Facility
Amount of Ponded
Water in Facility
MAJOR INSPECTION:
Inspection Item: Date: Repairs Required: Repairs Made: Notes:
Type / Condition of
Outfall Structure
Size and Condition of
Outfall Pipe
Evidence of Roots
Infiltrating the Facility
Evidence of
subsidence around
facility