HomeMy WebLinkAboutContract 59203Date Received: 4/10/2023
Time Received: 2:21 p.m.
Permit No.: SWFMA-22-0107
City Secretary No.: 59203
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this loth day of April
2023 , by and between Cross Heritage Storage XI, LP, 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.M. Basquis Survey, Abstract No. 85, City of Fort Worth,
Tarrant County, Texas according to the deed recorded in Document No. D222270014,
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 Heritage 820 Mini -Storage,
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
Rev. 03/01/2022 BN
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
1
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 FACILITITY 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 10th
day of April
CITY OF FORT WORTH
RI R
2023
LANDOWNER
Cross Heritage Storage XI, LP
a Texas limited partnership
Dana Burghdoff (AO10, 202 —.02 CDT) By: Cross Heritage Holdings, LLC
Dana Burghdoff a Texas limited liability company
Assistant City Manager Its: General Partner
City of Fort Worth
Date: Apr 10, 2023
Approved as to Form and Legality:
Thomas Royce Hansen,
Assistant City Attorney II
City Attorney's Office
Date: Apr 7, 2023
ATTEST:
Jannette S. Goodall
City Secretary
Date: Apr 10, 2023
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By: De o Maggi
Its: Manager
Date: 3 �1 9 D 2--3
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.
,F&. Ate
Rebecca Diane Owen (Apr 7, 202311:05 CDT)
Rebecca Owen
Planning Manager
Date: Apr 7, 2023
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 5Rev. 03/01/2022 BN
STATE OF TEXAS
COUNTY OF TARRANT
This instrument was acknowledged before me on
April 10th, 2023
by
Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
o�gRYp(ie/ BROOKE BONNELL
z Notary Public
* * STATE OF TEXAS
Notary N�9�OF�+P My Comm EDp.13400955t.11?2026
LANDOWNER
STATE OF S
COUNTY OF -b" pl
Digitally signed by Brooke Bonnell
Brooke Bo n n e l l Date: 2023.04.10 13:24:16-05'00'
Notary Public, State of Texas
I
M.
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
5 , on this day personally appeared_ Pem Q
(name), _� Q//� q �r (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 Onss herr -6e ,5ii(aRe- X P (entity), a
_�X Q5���ncz(�r7el5i?I (entity type) and in the capacity therein
stated.
St"
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 3/
of JQw-ch 202,3
EL9Z9LZZ[ al AJeION
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STORMWATER FACILITY MAINTENANCE AGREEMENT 6
Rev. 03/01/2022 BN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
Description of a
Detention Pond 1
BEING a tract of land situated in the J.M. Basquis Survey, Abstract Number 85, City of Fort
Worth, Tarrant County, Texas, being a portion of Lot 1D, Block 9, Shady Oaks Manor, an
addition to the City of Fort Worth, Tarrant County, Texas, recorded in Instrument Number
D223043891, said County Records, and being more particularly described by metes and bounds
as follows:
COMMENCING at a 5/8 inch iron rod cap stamped "KSC" found at the southwest corner of
said Lot 1D, Block 9, being the southeast corner of Lot 1C, Block 9, Shady Oaks Manor, Section
II, recorded in Instrument Number D208092095, said County Records, and being in the north
right-of-way line of Shady Oaks Manor (a 60 foot right-of-way), the beginning of a curve to the
right, from which a Texas Department of Transportation (TxDOT) monument bears
N 04058'45"E, 154.91 feet;
THENCE with the south line of said Lot 1D, Block 9 and said north right-of-way line, with said
curve to the right, an arc distance of 60.42 feet, through a central angle of 07°36'32", having a
radius of 455.00 feet, the long chord which bears S 88047'35"E, 60.38 feet, to the POINT OF
BEGINNING;
THENCE N 01054'29"W, 211.79 feet, departing said common line over and across said Lot 1D,
Block 9, to the north line of said Lot 1D, Block 9, being the south line of that tract of land
described by deed to the State of Texas, recorded in Volume 14830, Page 255, said County
Records, from which a TxDOT monument bears S 52010'07"W, 15.38 feet;
THENCE N 52013'43"E, 151.83 feet, with said common line;
THENCE S 19052'33"E, 395.70 feet, departing said common line over and across said Lot 1D,
Block 9, to the aforementioned common south line of said Lot 1D, Block 9 and said north right-
of-way line, the beginning of a non -tangent curve to the right;
THENCE with said common line and non -tangent curve to the right, an arc distance of 59.62
feet, through a central angle of 12°12'00", having a radius of 280.00 feet, the long chord which
bears which bears N 75042'33"W, 59.51 feet, from which a 5/8 inch iron rod with no cap found
bears N 53016' 17"W. 0.72 feet;
THENCE N 69055'50"W, 85.00 feet, continuing with said common line to a 5/8 inch iron rod
with no cap found at the beginning of a curve to the left;
THENCE continuing with said common line and said curve to the left, an arc distance of 112.78
feet, through a central angle of 14°12'08", having a radius of 455.00 feet, the long chord which
bears N 77053' 15"W, 112.50 feet to the Point of Beginning and containing 53,809 square feet
or 1.235 acres of land more or less.
"Integral parts of this document"
1. Description
2. Exhibit
Peloton Job No. HRG21001 Tracking No. na
FTW March 21, 2023
G:\JOB\HRG21001_HERITAGE_820\MASTERDEV\ SUR\EASEMENTS\LEGALS\HRG21001_EA3.DOCX Page 1 of 2
Basis of Bearing is the
Zone 4202,NAD 83
UI
r IRF = Iron Rod Found
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Texas Coordinate System North Central
CURVE TABLE ,
0
0
NO.
DELTA
RADIUS
LENGTH
BEARING
DIST.
C1
07' 36' 32''
455.00'
60.42'
S88° 47' 35"E
60.38'
C2
12° 12' 00"
280.00'
59.62'
N75° 42' 33"W
59.51'
C3
14' 12' 08"
455.00'
112.78'
N77° 53' 15'W
112.50'
Q
0 100 200
GRAPHIC SCALE IN FEET
"Integral parts of this document''
1. Description
2. Exhibit
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15 SURVEY
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SHADY OAKS MANOR 01
SECTION 11 I
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CABINET A. SLIDE 12544 1
C.R.T.C.T. I
Point of C1
1.235 Acres
C3
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Point of
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"Preliminary, this document shall not be
recorded for any purpose and shall not
be used or viewed or relied upon as a
final survey document" 22 TAC 138.33e
Todd A. Bridges, RPLS 4940
Date: 3/21/2023
_PELOTON
II I LAN D SOLUTIONS
9800 HILLWOOD PARKWAY. SUITE 250
SHADY OAKS MANOR
Inst." D223043891
C.R.T.C.T.
I�I�RFF
Nv9 o s N 53' 6T/'W.072'
8S
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\ \ \ Shady Oaks Manor
\ (60' Right -Of -Way)
Exhibit of
Detention Pond 1
Situated in the J.M. Basquis Survey, Abstract Number 85,
City of Fort Worth, Tarrant County, Texas
JOB #HRG21001 IDRAWN BY: D. Freemon ICHECKED BY:T. Bridges DATE: 03-21-23 IPAGE#2of2
Description of a
Detention Pond 2
BEING a tract of land situated in the J.M. Basquis Survey, Abstract Number 85, City of Fort Worth,
Tarrant County, Texas, being a portion of that tract of land described by deed to James Schrader,
Recorded in Instrument Number D220136144, said County Records, and being more particularly
described by metes and bounds as follows:
COMMENCING at a 1/2 inch iron rod with cap stamped "RPLS 4277" found at the northeast
corner of said James Schrader tract, being the northwest corner of that tract of land described by deed
to Bent Creek Investments, Inc., recorded in Volume 13214, Page 540, said County Records, and
being in the south line of that (first) tract of land described by deed to the State of Texas, recorded in
Volume 14830, Page 255, said County Records;
THENCE S 29018'37" E, 157.71 feet, to a TXDOT Monument, found at the southeast corner of said
James Schrader tract, being the southwest corner of said Bent Creek Investment tract, and being the
north corner of that (second) tract of land described to aforementioned State of Texas;
THENCE S 31 °40' 13" W, 135.36 feet, with the south line of said James Schrader tract, and the
north line of said State of Texas tract, to the POINT OF BEGINNING and being in the north right-
of-way line of Shady Oaks Manor (a 60 foot right-of-way);
THENCE with the south line of said James Schrader and the north right-of-way line of said Shady
Oaks Manor, the following courses and distances:
S 31 °40' 13" W, 17.35 feet, to being the beginning of a curve to the left;
With said curve to the left, an arc distance of 76.99 feet, through a central angle of
08°49' 19", having a radius of 500.00 feet, the long chord which bears S 27°35'50" W, 76.91
feet, to a 5/8 inch iron rod with no cap found;
S 22056'56" W, 114.97 feet, to an iron rod with no cap found in the base of a tree, being the
beginning of a curve to the right;
With said curve to the right, an arc distance of 68.42 feet, through a central angle of
14°00'00", having a radius of 280.00 feet, the long chord which bears S 30032'50" W, 68.25
feet;
THENCE, N 19052'33" W, 190.58 feet, departing said common line over and across said James
Schrader tract;
THENCE N 70007'27" E, 201.02 feet, to the Point of Beginning and containing 19,259 square feet
or 0.442 acres of land more or less.
"Integral parts of this document"
1. Description
2. Exhibit
Peloton Job No. HRG21001 Tracking No. n/a
FTW February 02, 2023
G:\JOB\HRG21001_HERITAGE_820\MASTERDEV\_SUR\EASEMENTS\LEGALS\HRG21001_EAI.DOCX Page 1 of 2
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m 60 120m GRAPHIC SCALE IN FEET a ne�'�
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o "Integral parts of this document" pee u
1. Description
2. Exhibit i
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Basis of Bearing is the Texas
Coordinate System North Central
Zone 4202, NAD 83
IRF = Iron Rod Found
JAMES SCHRADER
INST.• D220136144
(REMAINDER LOT. BLOCK 9
SHADY OAKS MANOR,SECTION 11
VOL. 388-44, PG. 50)
C.R.T.C.T.
�A5QU15 SU�V�Y
�=M=
A�STa� 85
James Schroder
Inst.° D220136144
C.R.T.C.T.
gZnhl�g �
Point of
Commencing
----------------
BENT CREEK \\
N� INVESTMENTS, INC. \
VOLUME 13214, PAGE 540 \
�j C.R.T.C.T. /I
/
/
/ /TXDOT
/ \MONUMENT
J//
STATE OF TEXAS
VOLUME 14830, PAGE 255,,-
C.R.T.C.T. i
/
S31° 40'13"W
17.35' //
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0 -
080 49'19"
N�
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500.00'
L -
76.99
LC-
S270 35'50"W
/ lRF
76.91'
Z
0.442 Acres
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001
0
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JAMES LOVELESS
INSTRUMENT OD209012485
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C.R.T.C.T.
IRF AT BASE
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"Preliminary, this document shall
not be
1 /
° recorded for any purpose and
0
shall not
0 -
14° 00'00"
be used or viewed or relied upon
as a
R =
280.00'
n final survey document'' 22 TAC
138.33e
/ L =
68.42'
Ln o Todd A. Bridges, RPLS 4940
LC-
S300 32'50"W
Date: 2/2/2023
68.25'
In
_PELOTON
II I LAND SOLUTIONS
9800 HILLWOOD PARKWAY. SUITE 250
Exhibit of an
Detention Pond 2
Situated in the J.M. Basquis Survey, Abstract Number 85,
City of Fort Worth, Tarrant County, Texas
JOB # HRG21001 (DRAWN BY: S. PONCE (CHECKED BY: T. BRIDGES (DATE: 11/15/2022 1PAGE # 2 of 2
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
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\ APPROXIMAT
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PROP. WATER
LINE
BUILDING A 180'X20'
3,580 SF
PROP. OUTLET
STRUCTURE
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CANOPY (TYP.)
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1-18" 60" BEND
FL=723.79
CONSTR.
— EMERGENCY SPILLWAY
PER DETAIL
SWFMA ESMT.
HRG21001-HERITAGE MINI -STORAGE
li!�I PELOTON STORM DRAIN PLAN
II LAND fOLUT10Nf
FORT WORTH -TEXAS
JANUARY 2023
INSTALL TYPE B HEADWALL
_ 131 SF 12" ROCK RIP -RAP
FL=716.00
\ SIDEWALK FLUME
PER DETAIL
0 40
C8
NA
I�k
- - - - _ INSTALL:
- 1-4.1 SLOPED END HDWL
_-
FL=750.35
DETENTION - - _ CONSTR.
/
POND 1 - - 42 SF RIP RAP PROTECTION
- - - - - 12" THICK, 6" BEDDING
755
750
745
740
735
730
725
720
715
710
-0+50
SD-Cl
u � x
755
750
745
740
735
730
725
720
715
710
3+00
—
d `� Y y
PROP. GRADE
j
EXISTING
GRADE
j
CONSTRUCT:
131SFRIPRAP
PROTECTION
-
_
BEDDING
05=3.12 ds
0100=5.70 cfs
VI00=16.81 fp
-�
0+00
_
_
1+00
2+00
HRG21001-HERITAGE MINI -STORAGE 0. 40'
li!�I PELOTON STORM DRAIN PROFILE �g
I�I LAND fOLUT10Nf
FORT WORTH -TEXAS
JANUARY 2023
0
3
0
NAGE SUMMARY
CONDITIONM
PRE-EXISTING
TOODIFIED
DgFIEDMNA
POST DEVELOPMENT INFLOW
M MTIONAL
POSTDEV-PMENF
7FIED w
MDgFIEDRATIONA
AREA
2.39
z.98
FF
RUNOFFCOEFFICIENTOEN
D3
0.4
Goriv CFS
2.38
9.TU
226
3YFAR
Mq%STORAGEICN
]0,063
WSEL FT
TbiiO
o as
a.n
v.n
3.0
SYEAR
Mat STORAGE Cf
16,536
WSEL FT
]53.12
lEivl fF5
b.R
}it8
S.A
SIp YEAR
MAX STORAGE CF
3QUP
WSELIFTI
IFv1.53
Elevation l-I T 00 WU/SFL M.
SM1ape ReRangular b'D/SFl RdM
Area lsll 150 No. of Bamelz 1
wirWdU lftl QW Nkterial
leirllei M N ib Shape Cim
Em R,, Rize PMStrvcMre End Gmpve
n OD.—
0013
Shape ReUangular
rea lzll 16
WeiArle h fl 16
Orifice
EIevWDn lfll TAD.fO
SM1ape tlmular
re.Iel
INCREMENTAL TOTAL
noRAGE STORAGE
(CU. cu.
o.� Tso.W Sze 3za
1.8G TS1.W 33R 3n0
3.89 T53.W 6]59 u5G3
6'
3,500 PSI CONCRETE W/
#3 BARS 12" OCEW
2% 2%
4. 3,500 PSI CONCRETE W/
O BARS @ 1B' OCEW
TRICKLE CHANNEL
NT.S.
PROFILE VIEW
ELEVATION VIEW
ZFLOWRISER
3ROAD CRESTED%
752.00
MCRETE
%ION BOX
. ORIFICE
EMERGENCY OVERFLOW
RISER
ELEV. 754.60
POND OUTFALL STRUCTURE
N.T.S.
SECTION B-B
7.2" BROAD
CRESTED
WEIR
ELEV. 752.00
POND OUTFALL STRUCTURE
N.T.S.
PLAN VIEW
4'X4' CONCRETE DEPTH OF FLOW (FT)= 0.59
JUNCTION BOX O(CFS)=21.76
AREA (SF)=2.95
VELOCITY (FT/S)= 7.38
9" CIA. ORIFICE TOP WIDTH (FT)= 5.00
FL=749.60
3,500 PSI CONCRETE W/
#3 BARS 18" OCEW
EMERGENCY SPILLWAY
N.T.S.
PROFILE VIEW
HRG21001-HERITAGE MINI -STORAGE
lilll PELOTON POND DETAILS C10
III LAND SOLUTIONS
FORT WORTH -TEXAS
JANUARY 2023
- C 3,500 PSI SIDEWALK WITH
#3 BARS @ 18" OCEW (TYPICAL SIDEWALK)
4' 13' 4'
4 x 36-
INSTALLED
NOTES:
PER MANUFACTURERS SPECIFICATIONS
UST-PROOF,
1. TRENCH COVER SHALL BE ARUST-PROOF, 3/8" MINIMUM STEEL PLATE WITH A
WIDTH PGRATE
WIDTH PER PLAN
PEDESTRIAN -RATED SOLID WALKING SURFACE.
2. TH E TRENCH PLATE SHALL BE RECESSED INTO THE CONCRETE SIDEWALK FROM
THE FACE OF CURB TO THE END EDGE OF SIDEWALK
STABILIZED SUBGRADE
3. THETRENCHPLATE SHALL BE SECURED TO THE CONCRETE WITH BOLTS AND
FLUSH WITH THE TOP OF SIDEWALK.
4. CENTER SUPPORTS SHALL BE ADDED TO SUPPORT THE TRENCH PLATE.
5. REFER TO MANUFACTURERS INSTRUCTIONS FOR TRENCH GRATE INSTALLATION.
6. SUBMIT PRODUCT DOCUMENTS TO THE ENGINEER FOR APPROVAL PRIOR TO
CONSTRUCTION.
TRENCH GRATE FOR SIDE WALICS
LENGTH AND WIDTH
PER PLAN
ROCK RIP -RAP DETAIL
RIPRAP
GRADATION
12-THICKNESS
OF RIPRAP
SIEVE SIZE PERCENT
SQUARE MESH PASSING
15INC
H 100
12INCH 70-100
8 INCH 45-75
B INCH 3m5
3 INCH 1030
1-1/ INCH 0-10
BEDDING
GRADATION
6'THICKNESS
OF BEDDING
SIEVE SIZE PERCENT
SQUARE MESH PASSING
3 INCH 100
1J_ln INCH 55.100
WINCH 25E0
3181NCH 5-30
N0.4 0:10
HRG21001-HERITAGE MINI -STORAGE o' ao'
lilll PELOTON POND DETAILS 0!!!!� C11
III LAND fOLUT10Nf
FORT WORTH -TEXAS
JANUARY 2023
RETAINING WALL NOTES:
1. CONSTRUCT CONCRETE RETAINING WALL FROM PRE -MANUFACTURED WALL
UNITS SUCH AS ANCHOR DIAMOND PRO WALL UNITS OR APPROVED EQUAL.
WALLS EXCEEDING 4-FEET IN HEIGHT SHALL BE SIGNED AND SEALED BY AN
ENGINEER LICENSED IN THE STATE OF TEXAS. SUBMIT SHOP DRAWINGS TO
THE PROJECT ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.
2. FACE PATTERN, TEXTURE AND COLOR OF WALL UNITS TO BE SELECTED BY
THE PROJECT ARCHITECT PRIOR TO CONSTRUCTION.
3. ERECT WALL UNITS IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS AND SPECIFICATIONS.
4. EXCAVATE TO THE LINES AND GRADES SHOWN ON THE DRAWINGS. DO NOT
OVER -EXCAVATE. USE CARE IN EXCAVATING TO PREVENT DISTURBANCE OF
THE BASE BEYOND THE LINES SHOWN.
5. BEFORE PLACING LEVELING PAD, SCARIFY MINIMUM 8INCHES AND
COMPACT THE SOIL TO 95 PERCENT STANDARD PROCTOR DENSITY AT
OPTIMUM MOISTURE CONTENT.
6. THE LEVELING PAD SHALL BE CRUSHED STONE OR GRANULAR FILL MEETING
THE MANUFACTURER'S RECOMMENDED GRADATION. EXTEND THE LEVELING
PAD LATERALLY 6 INCHES IN FRONT AND BEHIND THE LOWERMOST
CONCRETE RETAINING WALL UNIT. COMPACT THE AGGREGATE TO A LEVEL
HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UNITS.
7. CHECKAPPROVED WALL CONSTRUCTION PLAN FOR GEOGRID TYPE,
STRENGTH, LENGTHS AND ELEVATIONS.
RETAINING WALL DETAIL
HRG21001-HERITAGE MINI -STORAGE o' ao'
lilll PELOTON POND DETAILS 0!!!!� C12
III LAND fOLUT10Nf
FORT WORTH -TEXAS
JANUARY 2023
PLANT SCHEDULE
TREES BOTANICAL NAME COMMONNAME SIZE
Quercus shumardii Shumard Red Oak
Quercus virginiana Live Oak T.M.
"V W' Ulmus parv'dolia Lacebark Elm T.W.
GROUND COVERS BOTANICAL NAME COMMONNAME SIZE
ElCy -don dadyi- Bermuda Grass (Sod) sod
Cy -don dadyl- Bermuda Grass(Seed) seed
/z
IM11 P E LOTO N
I I LAND SOLUTIONS
.��� ---------
mg
a.
F�l MINNOW,
:`:.......
.......
HRG21001-HERITAGE MINI -STORAGE
LANDSCAPE EXHIBIT
FORT WORTH, TEXAS
FEBRUARY2023
0 40
16�L1
/ DETENTION
POND 2
PROPOSED SWMFA
REMOVE EX. SIGN ESMT.
-
EX. CONCRETE
SIDEWALK
�k vy
EX. LIGHT POLE MX3
TO REMAIN
0' BUILDING
__________\ /�SETBACK
EX. WATER LINE -�
MX3 MX3 MX3 \
SHADY OAKS MANOR D7�RIVE M k3 \
JAMES LOVELESS
INSTRUMENT #D 209012485
1 C.R.T.C.T.
HRG21001-CALIBER COLLISION '
lilll PELOTON
4
DEMOLITION PLAN C1
III LAND fOLUT10Nf
FORT WORTH -TEXAS l!�
JANUARY 2023
I �
I �
\ BUILDING E
180'X60'
\ 10,360 SF
\ / /
/ \ CALIBER COLLISION
169'X95'
16,100 SF
DETENTION - - -
- - - POND 2
INLET PROTECTION
7+00 /
6+00
5+00 i
S F PROPOSED SILT FENCE \ 4* 0
LOC PROPOSED LIMITS OF CONST. \
TP PROPOSED TREE PROTECTION \
HRG21001-CALIBER COLLISION � ' C2
lilll PELOTON EROSION CONTROL PLAN
III LAND fOLUT10Nf l�
FORT WORTH -TEXAS
JANUARY 2023
E
pmEROSION
.! Will 0
....
SECTION SECTION A -A
(DSl� I �_I�NCE
PLAN VIEW
i�IDROPEINLETPROTECTION NEGNOT" I- RE I=SGPROATONS-FDRAGERONAL TREE
PIMEETION
IIIIIHIAINIII.SNG-NIII-IIIEI, NO PRUNING SHALL BE PERFORMED EXEK BY APP,M" ANNOIS,
P;NSG I I N:NG..
E`FENG`1NG I I IENCE
INSM-ION MI lIMO
' ET
WiTt 'H�EMEE'=R==N`N"`ANY ...
1-11 1IN11
�'111111IN11POLYETILEIE
IGN -AFll- "FENGING WIN 3.5 I L' 'A-- TS N OPERINGS: GOLON -. 0S1
LA I
IN - STEEL :j POOTE IN-D AT 8'
EVERY I -NI
p
PLAN VIEW THE FEN.E ITE
AIP'R' _EL�OSTSII
5 TINICK MEROF MULEH.
KEEP OUT MAINTAIN E"'N' .. OF
MEE . THE TREE IROTSGR
4PROTE.C. .N IN, '.TEG`.'=o=.N'
P: iZ ED NO
Sn TO�D�IAN A��,�TY.1�0p_
PROFILE
SECTNONMM
(-,STABILIZED CONSTRUCTION ENTRANCE @.;R,�EPROTECTIQN DETAIL
HRG21 001 -CALIBER COLLISION
lilll PELOTON EROSION CONTROL DETAILS C3
III LAND fOLUT10Nf
FORT WORTH -TEXAS
JANUARY2023
/,4pw
� PROP. SCREE
BUILDING E
180'X60'
10,360 SF
55 /
PROP.5'CONCRETE
/ SIDEWALK
DETENTION
POND 2
—�---------
EX. CONCRETE
SIDEWALK PROP. OUTLET —
STRUCTURE
N
CALIBER COLLISION
169'X95'
16,100 SF
/A\ / \
PROP. SANITARY —
SEWER LINE �
PROP. RETAINING
WALL
EkVV CEX. WATER LINE SIDEWALK
DETAIE
MX3 —MX3 M PER MX3 \
SHADY OAKS MANOR DRIVE
SS SS SS .
Ss Ss \Mkt
— sS
PROP. SANITARY JAMES LOVELESS — _ \ ss
SEWER LINE INSTRUMENT #D 209012485
C.R.T.C.T.
HRG21001-CALIBER COLLISION o. 40'
lilll PELOTON SITE PLAN C4
III LAND fOLUT10Nf
FORT WORTH -TEXAS
JANUARY 2023
/ TP 769.77 i
/ CALIBER COLLISION ,
TW 767.66 169'X95'
/ FG 767.6 / TP 767.16 \ / / 16,100 SF
TP 769.29 / TP 9.53 FF=770.30
BUILDING E
\ � 180'X60' / CONCRETE BLOCK RETAINING WAL
10.360 SF y, SUCH AS DIAMOND ANCHOR PRO OR APPROVED EQUAL
TW 766.25
754.50
\ Ex �� 1
M X3 M X3 M X3 M X3 1- �TW 764.78
\ SHADY OAKS MANOR DRIVE FG 750'50�\ I
JAMES LOVELESS
INSTRUMENT #D 209012485
C.R.T.C.T.
HRG21001-CALIBER COLLISION
li!�I PELOTON
0.
GRADING PLAN � C5
I I LAND fOLUT10Nf
FORT WORTH -TEXAS l�
JANUARY 2023
uMh H htinwiPs v.wh r.�
mr. L.MM1 Hap. v.wmy T....i
Wk 1ai'4
,<T9
.Pn:.I
.hH.. ..�. .ima
18
50 LF AT 1.32%
EXISTING DRAINAGE AREA CALCULATIONS LOT 2R
A— 11 T. I a L 4 aoo o,.. � f1 � BLOCK 9 I I
No. Acres Caen. CA / I 1 �� I
EX-A1 .1 0,30 125 3F33f2 .4.88 8.09 II7.)98 y
EXB 2.23 03O818.0 3.22.22 1 4.88 1 3.1 7.98 1 5.34
I I lI III IIIIl Il 3I 5I 81 1LF1 AT 6.29%
#LI C50 LF AT 0.82% I I
I I
\\\\ \\ \Y\\\\\\\\\\ 2.23 AC IIII II I Il//�
572 LF AT 10.79 /o
�/
\\ �\ \\\\\ \\\
�\\\\�\\
EXA
4.1SAC
km
��
11�I1\/�l�l/I�%/ 111 i1LOT1D
��\\\\ \\\ \ \\�\\ I II II / //(I BLOCK -
I I I i I 1I I
0Z11llllll\\�\1111\\\\
Ill
HRG21001—CALIBER COLLISION 0. 100,
LAND SOLUTIONS I�I
Hill PELOTON EXISTING DRAINAGE AREA MAP C6
FORT WORTH -TEXAS
JANUARY 2023
1,
\ A3
0.34!
/
grpj
!
1�
HRG21001-CALIBER COLLISION o. 100
lilll PELOTON PROPOSED DRAINAGE AREA MAP � C7
I�I LAND fOLUT10N3
FORT WORTH -TEXAS
JANUARY 2023
PROP. SANITARY
SEWER LINE
i
CALIBER COLLISION
169'X95'
16,100 SF
I -IL 4J DCIVV
-
LINE — FL 12"=754.06
M X3 INSTALL:
1-TYPE B HEADWALL
J BEGIN 12" HDPE
I
FL 12"=754.00
CONSTR.
— — _ 164 SF RIP RAP
— PROTECTION
12" THICK, 6" BEDDING
HRG21001-CALIBER COLLISION '
lilll PELOTON
�
STORM DRAIN PLAN �Q Ci$
III LAND fOLUT10N3
FORT WORTH -TEXAS YY��
JANUARY 2023
SD -El
775 775
oz
71
- t
-0+40 0+00 0+60
HRG21001-CALIBER COLLISION �, C9
Ii!�I PELOTON STORM DRAIN PROFILE(
I�I LAND fOLUT10N3 Y�
FORT WORTH -TEXAS
JANUARY 2023
770
w
� a,�
� x—y �
770
765
765
EXISTING
PRDP.
760
760
GRADE
GRADE
28 LF 12" HDPE
Q
E
0
NAGESUMMRRY
CONIATION
PREEXISTING
MDOREDRATONAL
POST DEVELOPNENT INFLOW
MODIFIED RATIONAL
POET) E. ENT
MOdFIEDRATIONAL
AREA
Lx
LW
RUNOFFCOEFFICIENT ()Q3
0.Tl
row cFs
zu
s.x
ua
1TFAR
ANX (OF)
WSEL
ELET)
1%81
Qrw CF5
3.x
1.
1.
MA%STORAGE CF
>
WSELIFT
—1
OILa R8
5.31
]1%
283
100YFM
N. STORAGE CF
WSELIFTI
I
I
IxS.W
Elevation IN
_.W
12"V/SF
J50.50
Sha
Rectangular
]3"D/SF
x3.50
n realsp
No.d Barrels
1
WtlM lftl
I .W
Material
HOPE
Hei M N
LO
Shape
Cire
Eme�gemy RixrTO dSWRure
O
End
Geneve
ma
ElevWen lfi)
Shape
Area1zD
]5I.00
Rectangular
9
05
INCREMENTAL TOTAL
STORAGE STORAGE
cD. w.
aso ns.ao ssv s0
].50 YSB.W SHa1 838i
61
POND OUTFALL STRUCTURE
ELEVATION VIEW
POND OUTFALL STRUCTURE
N.T.S.
SECTION B-B
DEPTH OF FLOW (F7)=DS8 TOP 758.00
I OCFS)=11 03
AREA 1.74
:IFICE TOCIYS6.R0 OPInL WIDTH =3.M �S GINE
3'
d ••
3,500 PSI CONCRETE W/
a3 aARs le ocEw EMERGENCY SPILLWAY
N.T.S.
SECTION VIEW
2% 2% TOP 7.5.8..0.0
O:INE
TST.00
d' 3,500 PSI CONCRETE WI ,,..
IS BARS 18' OCEW
TRICKLE CHANNEL EMERGENCY SPILLWAY
N.T.S. PROFILE VIEW
PROF/LE MEIN
HRG21001-CALIBER COLLISION
lilll PELOTON POND DETAILS C10
III LAND fOLUT10Nf
FORT WORTH -TEXAS
JANUARY 2023
4" 3,500 PSI SIDEWALK WITH
#3 BARS @ 12" OCEW (TYPICAL SIDEWALK)
4'
39"
4'
6"
NOTES: \
1. TRENCH COVER SHALL BE A RUST -PROOF, 3/8" MINIMUM STEEL PLATE WITH A
PEDESTRIAN -RATED SOLID WALKING SURFACE.
2. THE TRENCH PLATE SHALL BE RECESSED INTO THE CONCRETE SIDEWALK FROM
THE FACE OF CURB TO THE END EDGE OF SIDEWALK.
3. THE TRENCH PLATE SHALL BE SECURED TO THE CONCRETE WITH BOLTS AND
FLUSH WITH THE TOP OF SIDEWALK.
4. REFER TO MANUFACTURER'S INSTRUCTIONS FOR TRENCH GRATE INSTALLATION.
5. SUBMIT PRODUCT DOCUMENTS TO THE ENGINEER FOR APPROVAL PRIOR TO
CONSTRUCTION.
TRENCH GRATE FOR SIDEWALKS
TRENCH GRATE INSTALLED
PER MANUFACTURERS SPECIFICATIONS
STABILIZED SUBGRADE
LENGTH AND WIDTH
PER PLAN
ROCK RIP -RAP DETAIL
ROCKRIRRAP
PER GRADATION
BEDDING
PER GRADATION
NOhHWOVEN GEOTEXTILE
RIPRAP
GRADATION
12'THICKNESS
OF RIPRAP
SIEVE SIZE PERCENT
SOUARE MESH PASSING
51IN 100
121NCH 7Q100
:IN45-T5
61NCCH H 30
31NCH 10-30
1-1I21NCH 0-10
BEDDING
GRADATION
6' THICKNESS
OF BEDDING
SIEVE SIZE PERCENT
SQUARE MESH PASSING
31NCH 100
1-1I21NCH 55.100
&4INCH 25-60
318 NCH 530
NO.4 P10
HRG21001-CALIBER COLLISION
lilll PELOTON POND DETAILS C11
III LAND fOLUT10Nf
FORT WORTH -TEXAS
JANUARY 2023
PLANT SCHEDULE
191
Y
GROUND COVERS BOTANICAL NAME COMMONNAME SIZE
Brazos River Rock- Metlium Brazos River Rock 7- 1- ,
Cynodon dadylon Bermuda Grass (Seed) seed
Cy -don dadylon Bermuda Grass (Sod) sod
PROP.
SCREENWALL \
- =r
-OS RIVER ROCK
i
BETWEEN RETAINING WALL
�ANDPARKING
1 \ &WIDE STRIP OF
BERMUDA SOD
= - 'CONCRETE --r -==-=_?
-__
\�
-=-
SIDEWALK
IDEWALK
PROP. RETAINING WALL
_______
PROPOSED��---
\
-_ DETENTION POND 2
\
PROVIDE BERMUDA SEED TO FULL LIMITS OF
- -----
-
DISTURBANCE.HYDROMULCHBERMUDASEED
WITH'CURLEX NET FREE' OR APPROVED EQUAL
20' BUILDING
® SETBACK
-
`>
ALONG ALL 4:1 OR STEEPER GRADES.
M X3 M XD
AA X3 —�—�I1
-
SHADY OAKS MANOR DRIVE
J
Co
X3
Ii!H PELOTON
HRG21001-CALIBER COLLISION
LANDSCAPE EXHIBIT
0'
40' L1
I I LAND SOLUTIONS
FORT WORTH, TEXAS
FEBRUARY 2023
Exhibit "C"
CITY OF FORT WORTH STORMWATER FACILITY
OPERATION AND MAINTENANCE PLAN
The only responsibility the City of Fort Worth has in the operation and maintenance of
this Facility is inspection.
General Maintenance Procedures
The structural and functional integrity of the Facility shall be maintained at all times by
removing and preventing drainage interference, obstructions, blockages, or other adverse
effects into, through, or out of the system.
Periodic silt removal shall occur when standing water conditions occur or the pond's
storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin
returned to original lines and grades shown on the approved engineering plans. In
addition, corrective measures are required any time a basin does not drain completely
within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in
basins designed for dry detention purposes.
Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary
to maintain proper operation of the basin. Disposal shall be in accordance with federal,
state and local regulations.
Detention facilities shall be mowed monthly between the months of April and October or
anytime vegetation exceeds 12-inches in height.
To prevent debris from entering and clogging the downstream storm sewer system a wire
mesh screen or similar screening device shall be installed over the outlet until final
acceptance.
4. PREVENTIVE MAINTENANCE/INSPECTION
• Visual inspections of all components will be conducted every 6 months.
• A log shall be kept of maintenance actions, and inspections. The log should
document the condition of the detention system's primary components, mowing,
and silt, litter and debris removal dates. Document aeration of the basin bottoms
and replanting to prevent the sealing of the basin bottom.
• Written maintenance and repair records shall be maintained by the party or
parties signing the attached Agreement and shall be provided to the City upon
request.
STORMWATER FACILITY MAINTENANCE AGREEMENT 8
Rev. 03/01/2022 BN
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT
INSPECTION
DATE
REPAIRS
REQUIRED
REPAIRS
MADE
NOTES
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
and
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
vegetation
Location of Erosion
Percent of vegetation
Condition of trash
and
Location of Erosion
MAJOR
INSPECTIONS
Condition of
Stormwater Quality
Structure
Type of Stormwater
Quality Structure
Structure type and
Condition
Condition of Rip -Rap
Condition of filtration
system
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT 10
Rev. 03/01/2022 BN
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