HomeMy WebLinkAboutContract 62358Date Received: 11/25/2024
Time Received: 1:11 P.M.
Permit No.: SWFMA-24-0045
City Secretary No.: 62358
DRAINAGE CHANNEL
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this 25th day of November
20 24 , by and between Harmon Retail Centre, 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 Josiah Walker Survey, Abstract No. 1600, Tarrant County,
Texas according to the deed recorded in Document No. 222290066, 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 CHC Harmon. hereinafter called the
"Plan", which is expressly made a part hereof, as approved or to be approved by the City
and the Landowner provides for management of storm water within the confines of the
Property; and;
WHEREAS, the City and the Landowner, and their successors and assigns, agree
that the health, safety and welfare of the residents of the City of Fort Worth, Texas require
that on -site Drainage Facilities be constructed and maintained on a portion of the Property;
and;
WHEREAS, the City requires that on -site Drainage Facilities ("Facility") as shown
on the Plan be constructed and adequately maintained by the Landowner, its successors
and assigns, the location and dimensions of which is shown and more particularly
described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and;
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
NOW, THEREFORE, in consideration of the foregoing premises, the mutual
covenants contained herein, and the following terms and conditions, the parties hereto
agree as follows:
1. The Landowner, its successors and assigns, shall adequately construct and
maintain the on -site Drainage Facility ("Facility") at no expense to the City of
Fort Worth in accordance with the design specifications for the Facility,
attached as Exhibit `B", and the current standards then in force and effect in
the City of Fort Worth and with the Operations and Maintenance Plan attached
to this Agreement as Exhibit "C". The Drainage Facility includes all pipes,
channels or other conveyances built to convey storm water to the facility, as
well as all structures, improvements, and vegetation provided to control the
quantity and quality of the storm water. Adequate maintenance is herein
defined as good working condition so that these facilities are performing their
design functions. The Drainage Channel Structural Control Maintenance
Checklists, attached to this Agreement as Exhibit "D", are to be used to
establish what good working condition is acceptable to the City.
2. The Landowner, its successors and assigns, shall inspect the Facility and
submit an inspection report to the City annually. The purpose of the inspection
is to 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
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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
4. In the event the Landowner, its successors and assigns, fails to maintain the
Facility in good working condition acceptable to the City, the City, its
authorized agents and employees, may enter upon the Facility Property and
take whatever steps necessary to correct deficiencies identified in the
inspection report and to charge the costs of such repairs to the Landowner, its
successors and assigns. It is expressly understood and agreed that the City
is under no obligation to routinely maintain or repair said Facility, and in
no event shall this Agreement be construed to impose any such obligation
on the City, such 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
EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES,
LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION
WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE
FACILITY PROPERTY TO MAINTAIN THE BED AND BANKS OF
THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS
A RESULT OF ANY DAMAGES CAUSED TO PERSON OR
PROPERTY DUE TO (1) FLOODING OF THE CHANNEL AND ITS
BANKS, (2) SLOPE FAILURE OF THE BANK OF THE CHANNEL,
AND (3) AND FAILURE OF THE CHANNEL AND ITS BANK TO
OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT
WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR
OBLIGATIONS HEREUNDER.
7. Landowner covenants and agrees that no habitable building shall be erected
within the drainage channel outlined on Exhibit "A" but this paragraph shall
not preclude construction of other improvements within the drainage channel,
which do not impede drainage. Landowner covenants and agrees that no
habitable building shall be erected on the above property abutting such
easement which shall have a finished floor at an elevation less than two feet
above the maximum depth of water in the detention pond which would occur
during a 100-year frequency flood.
8. This Agreement shall be recorded among the land records of Tarrant County,
Texas, and shall constitute a covenant running with the land, and shall be
binding on the Landowner, its administrators, executors, assigns, heirs and any
other successors in interests, including any property owners association.
STORMWATER FACILITY MAINTENANCE AGREEMENT 4
Rev. 03/01/2022 BN
Executed this 25th day of November
CITY OF FORT WORTH
Al
a
Dana Burghdoff (Nov 2024 � CST)
Dana Burghdoff
Assistant City Manager
City of Fort Worth
Date: Nov 25, 2024
Approved as to Form and Legality:
-A&mow -4i.,
By.Matthew Murray
Title: Assistant City Attorney
City Attorney's Office
Date: Nov 22, 2024
ATTEST:
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Jannette S. Goodall
City Secretary
Date:
Nov 25, 2024
20 24
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.
RPbPGGA Oiane, Owen
Rebecca Diane Owen (Nov 22, 2024 09:53 CST)
Rebecca Owen
Planning Manager
Date: Nov 22, 2024
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORMWATER FACILITY MAINTENANCE AGREEMENT 55
Rev. 03/01/2022 BN
LANDOWNER
Harmon Retail Centre, LLC
a Texas limited liability company
by: Harmon Retail Manager, LLC
a Te itcd liability company
ager
Name Rian uire
Title Authorized Representative
LANDOWNER
STATE OF 1 P. j((1_� §
COUNTY OF 7wWrYn , §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
7b M , on this day personally appeared ! 0^ �A01 Wju
(name), (KI1(A I Q y- (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 t Gow o-\ W tW UMr-C. (entity), a
`t mt}�A' �i Ql t1 h CYW*C�[ (entity type) and in the capacity therein
stated. J
GIVEN UNDER MY HAND AND SEAL OF OFFICE this ��n day
of 202J1`
Nota P lic, tate of
0'y 04, ABBY BOYD
ar z Notary Public. Stale of Texas
�'� Comm. Expires 01-06-2028
Notary ID 134702874
DRAINAGE CHANNEL MAINTENANCE AGREEMENT
Rev. DW01/2022 BN
STATE OF TEXAS
COUNTY OF TARRANT
This instrument was acknowledged before me on the 25th of November, 2024 by
Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
Weiv64 Eeads4ee
Wendy Beards%e (Nov 25, 2024 11:39 CST)
Notary Public, State of Texas
YPcWENDY L BEARDSLEE
Notary Public ,
* * STATE OF TEXAS
Notary I.D. 13323719-3
9�OF My Comm. Exp. July 28, 2025 '
. . . . . . . . . . . . .
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7
Rev. 03/01/2022 BN
EXHIBIT "A"
INSERT LEGAL DESCRIPTION
RETAINING WALL MAINTENANCE AGREEMENT
Rev. 11/19/2020 JLE
LEGEND OF ABBREVIATIONS
• D.R.T.C.T.
DEED RECORDS, TARRANT COUNTY, TEXAS
• P.R.T.C.T.
PLAT RECORDS, TARRANT COUNTY, TEXAS
• O.P.R.T.C.T.
OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXA
• DOC.#
DOCUMENT NUMBER
• C.M.
CONTROLLING MONUMENT
• SQ. FT.
SQUARE FEET
• ROW
RIGHT OF WAY
• CRS
CAPPED REBAR SET
N88°27'46"W
8.19'f
1/2" REBAR J
(C.M.)
POINT OF �o
BEGINNING a
LOT 2, BLOCK 1
NOTE:
Bearings are based on the State Plane Coordinate
System, Texas North Central Zone (4202) North
American Datum of 1983 (NAD '83), with a combined
scale factor of 1.00012.
HERITAGE TRACE PARKWAY
(VARIABLE WIDTH PUBLIC R.O.W. AS SHOWN
C1 "X" FIND. ON CAB. A, SLIDE 11772, P.R.T.C.T)
�BRS. S86V 1 0.42' 1/2" REBAR
j l —"TEXAS SURVEYING"
— L28 L2
L27 ;�L3 \
1.133 ACRES \
a 49,372 SQ. FT
HARMON - HERITAGE ADDITION
DOC.# D217221153
— — P.R.T.C.T. — — � ��' LS
i/2" REBAR
(C.M.)
L7
I
L23
HARMON RETAIL
CENTRE, LLC
DOC.# D222290066
O.P.R.T.C.T.
MCCARTHY CAPITAL, LLC I N
DOC.#D214254137 I
O.P.R.T.C.T. 1
1/2" REBAR "TEXAS SURVEYING"
I I
I I
I I
I I CALLED 0.434 ACRES
CITY OF FORT WORTH
RIGHT-OF-WAY EASEMENT
DOC. #D219157073
O.P.R.T.C.T.
I I
I
L12
L13
I
L+ 0
L 14
L19 LI L17
8 I S00°18'11 "E
L20 L 16 24.34'
1/2" REBAR
"BCS" L21 "X" FND.
— — — — BRS. S85E l 2.48'
"X" FND.
(C.M.)
0
0 50' 100'
J 1
� SCALE: 1" = 100'
\\\ Page 1 of 3 DRAWN BY: SMW
snaTan CH99PR
suRuGmnG
5200 State Highway 121
Colleyville, TX 76034
Phone:817-864-1957
info@bcsdfw.com
TBPLS Firm #10194474
DATE: JANUARY 10, 2024 JOB NO.: 2022.012.037
EXHIBIT" If
49,372 SQUARE FEET
PORTION OF TRACT IN
JOSIAH WALKER SURVEY
ABSTRACT NO. 1600
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
Z. \Project Doto\Survey\012 — Harris Kocher Smith\2022\037 — 9555 Harmon Road\Drawings
EXHIBIT If if
49,372 SQUARE FEET
PORTION OF TRACT IN
JOSIAH WALKER SURVEY, ABSTRACT NO. 1600
CITY OF FORT W TH, TARRANT COUNTY, TEXAS
Curve Data Table
Curve # Arc Radius Delta Chord Bearing Chord
C1 10.05' 611.50' 000'56'30" S8736'30"E 10.05'
Line Data
Table
Line #
Distance
Bearing
L1
92.10'
N89'41'20"E
L2
20.98'
S10'31'16"E
L3
10.45'
S80°19'23"W
L4
135.76'
S00'18'11 "E
L5
8.06'
S45`00'00"W
L6
36.52'
S00'37'09"W
L 7
10.35'
S45'18'45 "E
L8
247.33'
S00'18'11 "E
L9
23.18'
S15"18'25"E
L10
27.71'
S75'03'16"E
L11
83.19'
N59'41'49"E
L12
28.22'
N89'40'42"E
L13
34.10'
S00°19'59"E
L14
20.48'
N89'32'09"E
Line Data Table
Line #
Distance
Bearing
L15
74.09'
S00'18'11"E
L16
106.18'
N89"07'11 "W
L17
20.94'
N4332'01"W
L18
27.99'
N75°02'28"W
L19
30.27'
S44'36'12"W
L20
38.97'
N89°13'20"W
L21
7.83'
N44'05'03"W
L22
328.82'
N00°18'46"W
L23
17.62'
N44'41'00"E
L24
36.52'
N00'39'53"E
L25
79.55'
N45°00'00"W
L26
87.50'
N00'20'07"W
L27
11.53'
N51'24'00"E
L28
13.17'
N12"55'06"W
VPage 2 of 3
P.\S.-y\012 - Horn. Kaah- Smith\2022\037 - 9555 Harmon Road\Drawhgs
1 EXHIBIT It 11
49,372 SQUARE FEET
PORTION OF TRACT IN
JOSIAH WALKER SURVEY, ABSTRACT NO. 1600
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
PROPERTY DESCRIPTION seconds West, a distance of 27.99 feet;
BEING a portion of two tracts of land in the Josiah Walker Survey in Abstract
Number 1600, in the City of Fort Worth, Tarrant County, Texas, described by
deed to McCarthy Capital, LLC, as recorded under Document Number
D214254137, Official Public Records, Tarrant County, Texas, and described by
deed to Harmon Retail Centre, LLC, as recorded under Document Number
D222290066, Official Public Records, Tarrant County, Texas, said portion
being more particularly described by metes and bounds as follows (bearings
are based on State Plane Coordinate System, Texas North Central Zone (4202)
North American Datum of 1983 (NAD 83)):
BEGINNING at a point in the north line of said Harmon tract, same being the
northwest corner of the herein described tract, from which a 1/2 inch rebar
found for the northwest corner thereof bears North 88 degrees 27 minutes
46 seconds West, a distance of 8.19 feet, and being the beginning of a curve
to the right with a radius of 611.50 feet, a delta angle of 00 degrees 56
minutes 30 seconds, and whose chord bears South 87 degrees 36 minutes 30
seconds East, a distance of 10.05 feet;
THENCE along said curve to the right an arc length of 10.05 feet to a point
from which an "X" cut found bears South 86 degrees West;
THENCE North 89 degrees 41 minutes 20 seconds East, with the north line of
said Harmon tract, a distance of 92.10 feet;
THENCE through the interior of said Harmon tract the following calls:
1. South 10 degrees 31 minutes 16 seconds East, a distance of 20.98 feet;
2. South 80 degrees 19 minutes 23 seconds West, a distance of 10.45 feet;
3. South 00 degrees 18 minutes 11 seconds East, a distance of 135.76 feet;
4. South 45 degrees 00 minutes 00 seconds West, a distance of 8.06 feet;
5. South 00 degrees 37 minutes 09 seconds West, a distance of 36.52 feet;
6. South 45 degrees 18 minutes 45 seconds East, a distance of 10.35 feet;
7. South 00 degrees 18 minutes 11 seconds East, a distance of 247.33 feet;
THENCE through the south line of said Harmon tract and through the interior
of said McCarthy tract, South 44 degrees 36 minutes 12 seconds West, a
distance of 30.27 feet;
THENCE North 89 degrees 13 minutes 20 seconds West, through the interior
of said McCarthy tract, a distance of 38.97 feet;
THENCE North 44 degrees 05 mintues 03 seconds West, through the interior
of said McCarthy tract, a distance of 7.83 feet;
THENCE through the interior of said McCarthy tract and the south line and
the interior of said Harmon tract, North 00 degrees 18 minutes 46 seconds
West, a distance of 328.82 feet;
THENCE through the interior of said Harmon tract the following calls:
1. North 44 degrees 41 minutes 00 seconds East, a distance of 17.62 feet;
2. North 00 degrees 39 minutes 53 seconds East, a distance of 36.52 feet;
3. North 45 degrees 00 minutes 00 seconds West, a distance of 79.55 feet;
4. North 00 degrees 20 minutes 07 seconds West, a distance of 87.50 feet;
5. North 51 degrees 24 minutes 00 seconds East, a distance of 11.53 feet;
6. North 12 degrees 55 minutes 06 seconds West, a distance of 13.17 feet,
returning to the POINT OF BEGINNING and enclosing 1.133 acres (49,372
feet) of land, more or less.
SURVEYOR'S CERTIFICATE
This is to certify that I, John H. Barton III, a Registered Professional Land
Surveyor of the State of Texas, have prepared this map from an actual survey
on the ground, and that this map correctly represents that survey made by
me or under my direction and supervision.
Date of Plat/MaD: January 12.2024
8. South 15 degrees 18 minutes 25 seconds East, a distance of 23.18 feet;
9. South 75 degrees 03 minutes 16 seconds East, a distance of 27.71 feet; 10. North 59 degrees 41 minutes 49 seconds East, a distance of 83.19 feet;
11. North 89 degrees 40 minutes 42 seconds East, a distance of 28.22 feet; hn H. Barton III, RPLS# 6737
12. South 00 degrees 19 minutes 59 seconds East, a distance of 34.10 feet;
13. North 89 degrees 32 minutes 09 seconds East, a distance of 20.48 fe
to a point on the east line of said Harmon tract;
THENCE South 00 degrees 18 minutes 11 seconds East, with the east line of
said Harmon tract, a distance of 74.09 feet to a point in the east line of said
Harmon tract, same being the southeast corner of the herein described tract,
from which an "X" cut found for the southeast corner thereof bears South 00
degrees 18 minutes 11 seconds East, a distance of 24.34 feet;
THENCE through the interior of the said Harmon tract and crossing the east
line of and the interior of said McCarthy tract, North 89 degrees 07 minutes
11 seconds West, a distance of 106.18 feet;
THENCE North 43 degrees 32 minutes 01 seconds West, through the interior
of said McCarthy tract, a distance of 20.94 feet;
THENCE through the interior of said McCarthy tract and crossing the south
line and the interior of said Harmon tract, North 75 degrees 02 minutes 28
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211
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
RETAINING WALL MAINTENANCE AGREEMENT
Rev. 11/19/2020 JLE
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451 S Main Street, Suite 210
Fort Worth, Texas 76104
817.769 6279
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451 S Main Street, Suite 210
Fort Worth, Texas 76104
817.769 6279
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451 S Main Street, Suite 210
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817.769 6279
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NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT .NRITTEN PERMISSION OF HA_RRIS KOC 'R SM'
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451 S Main Street, Suite 210
Fort Worth, Texas 76104
817.769 6279
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TBPE Finn No F-15501
20 0 20 40
SCALE: 1" = 20'
CHIC DEVELOPMENT PROJECTSHEE�NUMBER
7
GRADING PLAN
7 OF 20
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT NRITTEN PERMISSION OF HARRIS KOCHE�SM..
I , --- _
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HARRIS
CHC DEVELOPMENT PRO220451
SHEET NUMBER
KOCHER
SMITH
8
451 S Main Street, Suite 210
Fort Worth, Texas 76104
8ocher
OVERALL STORM PLAN
Hmith
TBPE Finn No F-15501n
8 OF 20
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ISSMUE
DATE:0e01-2oz3 9Y .3EUED.AHo o<reD PROJECT #: 228451
DATE REVISION COMMENTS HARRIS
40 0 4o a E SHEET NUMBER
ISG �E I-=r KOCHER CHC HARMON
SMITH PROPOSED DRAINAGE AREA MAP
uI� wo suoolseaeoi ° CHC Davebpl]IaM
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itHl PAGE TMGE PA641'AL'
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PR PRIVATE LANDS APE
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9 LF N 18" RCP STA: 1+66.96
N: 7018284.05
A-1-1-2 (45' BEND) - cS E: 232277113.75 —S9
STA: 1 +98.70
N: 7018313.25
E: 2327107.56 �2+0o TBC:739.12
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1 uu: 739.14—
A-1-1-1 (INLET TYPE 2 5') 2+17.50
STA: 2+07.50 PR PRIVATE 8" SANITARY
N: 7018313.21 ti S
E: 2327098.76
9 LF 18" RCP
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DISTURBANCE
HARRIS
KOCHER
SMITH
451 S Main Street, Sui}e 210
Fort Worth, Texas 76104
817.769 6279
HarrisKocherSmi}h.com
TBPE Finn No F-15501
26 LF N 18" PCP
\i A-1-1-5 (45' BEND)
`STA: 1+40.78
N: 7018265.43
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STA: 1+31.81 J
N: 7018265.53
E: 2327086.37
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CHC DEVELOPMENT
STORM LINE A-1 PLAN
cs
20 40
SCALE: 1" = 20'
PROJECT #: 220451
SHEET NUMBER
10
10 OF 20
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.
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'26.18 LF N 18" RCP @ 4.44%
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LANDSCAPE DRAIN
STA: 1 +48.17
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N
HORIZONTAL SCALE: 1" = 20'
o VERTICAL SCALE: 1" = 2'
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0
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DWHARRIS
KOCHER
SMITH
451 S Main Street, Suite 210
Fort Worth, Texas 76104
817.769 6279
HarrisKocherSmith.com
TBPE Finn No F-15501
20 0 20
I I I
SCALE: 1" = 20'
CHIC DEVELOPMENT
CHC HARMON
STORM LINE A-1 PROFILE
40
PROJECT #: 220451
SHEET NUMBER
11
11 OF 20
L
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STA: 2+66.29
N: 7018143.58
E: 2327110.49�
LF
TBC: 738.9,7
7 LF N 18" RCP
+ A-2-1-1 (INLET TYPE 2 5')
STA: 2+78.71
N: 7018147.35
E: 2327099.64
m
TBC: 738.94
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HARRIS
KOCHER
SMITH
451 S Man 11-1, Suite 210
Fort Worth, Texas 76104
8, 7.769.6279
HanisKocherS.ith Co.
TBPE Fnn No. F-15501
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT VNITTEN PERMISSION OF HARRRKKO�CHVR SMI
HERITAGE TRACE PA@KWAY�
,r(P 0 ID��
STORM LINE A-2
I
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A-3-1-2 (22.5' BEND)
STA: 1 +11.29
PR PRIVATE 8" SANITARY N: 7017989.32
((E: 2327106.10
JJ
13 LF N 18" RCP
137 LF N 18" RCP N\\\\ \ f
A-2-1-4 (1T BEND)
STA: 1+29.58
\ N: 701800.87
E: 2327111.23\C:738.58=
�
LIMITS OF
WETLANDS -NO
DISTURBANCE
ISSUE DATE: ##-##-202# CHECKED BY: KMM
DESIGNED BY: KMM DRAWN BY: PMM
DATE REVISION COMMENTS
A-3-1-1 (INLET TYPE R 5')
STA: 1 +16.46
N: 7017994.27
E: 2327107.55
JJ
TBC: 738.58
11 LF N 18" RCP
PR 10'X10' RIP RAP
(8" ANGLED #57 GRAVEL.
MIN. 3 LAYERS. SEE
SECTION 31 37 00 FOR
DETAILS TYP)
20 0 20
1 1
CHIC DEVELOPMENT
CHC HARMON
STORM LINE A-2 PLAN
SCALE: 1" = 20'
40
PROJECT #: 220451
SHEET NUMBER
12
12 OF 20
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.
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745
40
CONNECT 6"
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STA: 1 +63.63
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136•�1 LF N —7.0) LF
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M M co co co co r r rr FM
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r r. r• r• r• r• r• r• r r•
1+00 1+50 2+00 2+50 2+88.71
STORM LINE A-2 PROFILE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
20 0
1
TMHARR►5 CHC DEVELOPMENT
KOCHER
SM►TH CHIC HARMON
451 S M— Street, Suite 210
Fort Worth, Texas 76104
Harri,K cherSm2rh.com STORM LINE A-2 PROFILE
TBPE Firm No F-15501
N 18" RCP ® 1.83%
18" RCP @ 1.83%
20 40
I �
SCALE: 1" = 20'
PROJECT #: 220451
SHEET NUMBER
13
13 OF 20
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STORM LINE 13-4
(SEE SHEET 18
FOR DETAILS)
° o B-4-1-6 (45° WYE)
\STA: 1+00.00 (STORM LINE B-2)=°° °III a
STA: 1+72.95 (STORM LINE B-4)
N: 7018257.71
EII2327009.70 _ I�
8 LF 18 _RCP \ 148 LF N 18�' RCP
HARR'S
KOCHER
SMITH
451 S Mam Sheet, Suite Fort Worth, Texas 76104
817.7696279
HTBpE Firm
No, F 1 50m
TBPE Firm No. F-15501
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT VN+ ITTEN PERMISSION OF HARRIS KOCHER SMI�,�{
HERITAGE TRACE PARKWAY (�/'OV�
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I
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SCALE:1"=200'
B-2-1-1 (INLET TYPE R 5')
STA: 2+87.78
N: 7018086.72
E: 2327029.18
+�
7 LF N 18" RCP
B-2-1-2 (45- BEND)' ' °
STA: 2+80.61 TBC: 741.09�
N: 7018086.68
E: 2327022.01_uj
_ L
24 LF ^ I\RCP
\�
TBC: 741.19—
B-2-1-4 (45- WYE) ,_2+00-------- B-2-1-3 (45' BEND) _________________
STA: 1 +07.97 �/' STA: 2+56.12
N: 7018252.05 N: 7018103.90
E: 2327004.09 E: 2327004.60
20 0 20 40
SCALE: 1" = 20'
DEUE SIGNED
#:KMM02# CHECKDRAWN BY:
CHIC DEVELOPMENT PROS EET:220451
NUMBER
DESIGNED BY: KMM DRAWN BY: PMM
DATE REVISION COMMENTS
CHIC HARMON 14
STORM LINE B-2 PLAN
14 OF 20
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.
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STORM LINE B-2 PROFILE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
7 HARRIS
KOCHER
MSMITH
451 S Main Sheet, Suite 210
Fort Worth, Texas 76104
8, 7.769 6279
H arriSKoc her$mith. Com
TBPE Firm No F-15501
20 0 20
I
1
SCALE: 1" = 20'
CHC DEVELOPMENT
CHIC HARMON
STORM LINE B-2 PROFILE
40
PROJECT #: 220451
SHEET NUMBER
15
15 OF 20
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT N. RITTEN PERMISSION OF HARRIS KOCHER SMZ
ieRITAGE TRACE PARKWAY
WETLANDS —NO
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B-3-1-1 (INLET TYPE R 5')
STA: 1 +92.19
N: 7017921.95
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STA: 1 +40.25�/
N: 7017858.32
E: 2327066.741
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17 LF N 18" RC'
"9 LF N 18" RCP
46 LF N 18" RCP. ,
STA: 1+62.35 WAT MAIN XING—' Sq—
N: 7017915.35 I LOWER PER COFW STANDARDS
E: 2327002.95 I \ N: 7017881.52. _
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451 S Mam Street, Suite 210
Fort Worth, Texas 76104
8, 7.769.6279
HanisKocherS.ith com
TBPE Fnn No. F-15501
ISSUE DATE: ##-##-202# CHECKED BY: KMM
DESIGNED BY: KMM DRAWN BY: PMM
DATE REVISION COMMENTS
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1+50.25
KEY MAP
SCALE:1"=200'
STORM LINE B-8
(SEE SHEET 20
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B-3-1-4 (45' BEND)
_STA: 1 +16.77
N: 7017869.77
E: 2327003.19
SAN SEWER XING
'\—N: 7017871.20
E: 2327003.19
20 0
1 1
CHIC DEVELOPMENT
CHIC HARMON
STORM LINE B-3 PLAN
SCALE: 1" = 20'
20 40
PROJECT #: 220451
SHEET NUMBER
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16 OF 20
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.
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STM STA:1+18.24
WAT CROSSING
STM B.O.P.=731.89
STM STA:1+28.52
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HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
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HARRIS
KOCHER
TMSMITH
451 S Main Sheet, Suite 210
Fort Worth, Texas 76104
8, 7.769 6279
H arrisKoc her$mith. Com
TBPE Firm No F-15501
20 0 20
I
1
SCALE: 1" = 20'
CHC DEVELOPMENT
CHIC HARMON
STORM LINE B-3 PROFILE
40
PROJECT #: 220451
SHEET NUMBER
17
17 OF 20
O NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT N. RITTEN PERMISSION OF HARRIS KOCH, R SM
B-4-1-1 (INLET TYPE R 5') HFRITAGE7PA I.Kl.
TBc:i4�.os' STA: 4+08.81
N: 7018280.56
E: 2326790.82 �-
LTBC:740.89 Q
12 LF N 18" RCP
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LINE B-4
4+00 16.38 LF N STA: 3+80.13 o U)
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STA: 3+96.51 ---1j/ SCALE:1"=200'
-N: 7018268.25
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ISSUEDATE:B#:
HIaRR15
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CHECKDRAWN
CHIC DEVELOPMENT
PROS 220451
KMM02#
DESIGNED BY: KMM
Y: PM
DRAWN BY: PMM
EET:NUMBER
OCHER DATE REVISION COMMENTS
TM,K
MITH
CHIC HARMON
'� 8
451 S Main Sheet, Suite 210
Fort Worth, Texas 76104
4
8ocherb279
STORM LINE B-4 PLAN
HT5PE Fi_ No. F-15501"
18 OF 20
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.
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451 S Mam Sheet, Suite Fort Worth, Texas 76104
817.7696279
HTBpE Firm
No, F 1 50m
TBPE Firm No. F-15501
PR GRADE
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to CD RCP @ 1.89% CD
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STORM LINE B-4 PROFILE
HORIZONTAL SCALE: 1" = 20'
VERTICAL SCALE: 1" = 2'
730
CV CV .r M
3+50 3+86.45
20 0 20
i
SCALE: 1" = 20'
ISSUE DATE:##-##-202# CHECKED BY:KMM CHIC DEVELOPMENT
DESIGNED BY: KMM DRAWN BY: PMM
DATE REVISION COMMENTS
CHIC HARMON
STORM LINE B-4 PROFILE
Ml
PROJECT #: 220451
SHEET NUMBER
19
19 OF 20
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT .NRITTEN PERMISSION OF HARRIS KOCHE4SM..
1+
HARR►5
CHC DEVELOPMENT
PRO220451
aw,SMITH
SHEET NUMBER
KOCHER
CHC HARMON
20
451 S Main Street, Suite 210
Fort Worth, Texas 76104
8ocher
STORM LINE B-8 & B-9 PLAN
Hmith
TBPE Finn No F-15501n
20 OF 20
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.
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WAT CROSSING RCP @ 0.20% 730
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STM B.O.P.=731.15 RCP @ 0.21%
WAT T.O.P.=729.15 SANI CROSSING
CLEARANCE=2.00' STM STA:1+30.16
STM B.O.P.=731.17 12.01 LF - 30"_
725 725
SANI T.O.P.=724.25- RCP @ 0.11%
CLEARANCE=6.92'
-8.57 LF - 30" RCP @ 0.09%-
720 - I I - 720
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1+00 1+50 2+00 2+50 3+00
STORM LINE B-8 & B-9 PROFILE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
DWHARRIS
KOCHER
SMITH
451 S Main Street, Suite 210
Fort Worth, Texas 76104
817.769 6279
HarrisKocherSmith.com
TBPE Finn No F-15501
50 0
CHIC DEVELOPMENT
STORM LINE B-8 & B-9 PROFILE
50 100
I
SCALE: 1" = 50'
PROJECT #: 220451
SHEET NUMBER
20
21 OF 20
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.
7S .
0 to
HARRIS
KOCHER
SMITH
451 S Main Street, Suite 210
Fort Worth, Texas 76104
817 769.6279
HanisKocherSmith.com
TBPE Finn No F-15501
CHC Harmon-DS-GR - Final Plan: Uldmate 1216/2023
River = BFC-2 Reach = Upper RS = 25530 BR
20 3Q
St.t— (it)
i
CHIC DEVELOPMENT
CROSS SECTION A -A
L"md
EG 100 YEAR
WS 100 YEAR
Cri1100 YEAR
Gmund
PROJECT #: 220451
SHEET NUMBER
22
22 OF 20
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.
CHC Harmon-DSGR - Final Plan: Ultimate 12t612023
Rim=BFC-2 Reach=Upper RS=28530 BR
742-
.065 - .C. - - .065 �
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EG 100 YEAR
WS 100 YEAR
740CAID; YEAR
Ground
Bank SW
738
737.00
736
76
w 73
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730
ri .
0
HARRIS
KOCHER
SMITH
451 S Main Street, Suite 210
Fort Worth, Texas 76104
817 769.6279
HanisKocherSmith.com
TBPE Finn No F-15501
10 20 30
Station (ft)
2
40 50
CHIC DEVELOPMENT
CROSS SECTION B-B
PROJECT #: 220451
SHEET NUMBER
23
23 OF 20
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.
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451 S Main Street, Suite 210
Fort Worth, Texas 76104
817 769.6279
HanisKocherSmith.com
TBPE Finn No F-15501
CHC Hannon-DSGR - Final Plan: Ultimate 12/6/2023
Rim =BFQ2 Reach =Upper RS=28180 BR
740--.055 =I= .05 - - .35 .i
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EG 100 YEAR
WS 100 YEAR
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732
730
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10 20 30 40 50 60 70
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CHIC DEVELOPMENT
CROSS SECTION C-C
80
PROJECT #: 220451
SHEET NUMBER
24
24 OF 20
NO CHANGES ARE TO BE MADE TO THIS DRAWING WITHOUT WRITTEN PERMISSION OF HARRIS KOCHER SMITH.
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KOCHER
,SMITH
451 S Main Street, Suite 210
Fort Worth, Texas 76104
817 769.6279
HanisKocherSmith.com
TBPE Finn No F-15501
CHC Hannon-DS-GR - Final Plan: Ultimate 1216/2023
RK-= BFP2 Reach = Upper RS - 28180 BR
740-
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734-
732-
730-
72-
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WS 100 YEAR
CM 100 YEAR
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CHICDEVELOPMENT PROSHEET 220451
NUMBER
25
CROSS SECTION D-D
25 OF 20
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DRAWN er: Jcs
CHC HARMON ROAD PROJECT
CHECKED BY.. TAP
FORT WORTH, TEXAS
WALL LOCATIONS
JOB#. CM-24-0050I DATE. 07/23/24 1 SHEET. 7 OF 15
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INFO@DESIGNSUILDCONSULTING.NET
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CHC HARMON ROAD PROJECT
DRAWN BY: JCS
CHECKED BY. TAP £¢Y.♦''_ ^ :
FORT WORTH, TEXAS
WALL LOCATIONS
JOB#: CM-24-0050I DATE. 07/23/24 1 SHEET. 8 OF 15
WALL TYPE 1-A - LEVEL SLOPE BEHIND WALL NO LIVE OR DEAD LOADS BEHIND WALL WIIHIN 1 5X IHE EXPOSED HI OF WALL I
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DESIGNBUILD CONSULTING SERVICESLLC
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I I I r l I( 11 1 11 11 I �I I I-- —NA-11 — A.
110 4 I -T �, ry
■ UN OR COMPAKALE CTED FAT CLAY — LIMESTONE FAAGMEN,S US— CH WITH A PLASTICITY INDEX LESS THAN 50
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REVISIONS
DRAWN BY, JCS € :W. ............._:;�: CHC HARMON ROAD PROJECT
s...:.......
CHECKED BY.. TAa """" FORT WORTH, TEXAS
cew' �A ° °°`m` I� WALL SECTIONS
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JOB#. CM-24-0050I DATE. 07123124 1 SHEET. 9 OF 15
�IWALL TYPE 1—A LEVEL SLOPE BEHIND WALL NO LIVE OR DEAD LOADS BEHIND WALL WITHIN 1 5X THE EXPOSED HT OF WALL W/ 4(H)'1(V)I
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SCALE' NONE
DESIGNBUILD CONSULTING SERVICESLLL
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P.O. BOX 185112 FORT WORTH. TX 76181-0112
INFO@DESIGN BUI LDCONSULTING.NET
(WALL TYPE 1—A — LEVEL SLOPE BEHIND WALL NO LIVE OR DEAD LOADS BEHIND WALL WITHIN 1 5X THE EXPOSED HE OF WALL W/ 3(H)'1(17)
SLOPE IN FRONT OF WALL
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REVISIONS
DRAWN BY: Jcs €�...............::�: CHC HARMON ROAD PROJECT
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JOI CM-24-0050IDATE. 07123124 ISHEET. 10 OF 15
\WALL TYPE 2-A - LEVEL SORE BEHIND 'VALL MAX 250 PSF LIVE OR DEAD LOAD ',T LEAST 2 0 `T BEHIND WLL W/ A MIN 2 0 BURIEDI
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TYPICAL MASONRY GRAVITY WALL SECTION
SCALE. NONE
DESIGNBUILD CONSULTING SERVICESLLC
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P.O. BOX 185112 FORT WORTH. TX 76181-0112
INFO@DESIGN BUI LDCONSULTING.NET
(WALL TYPE 3-A - MAX. 4(H)'1(V) SLOPE BEHIND WALL NO LIVE OR DEAD LOADS BEHIND WALL WITHIN 1 5X EXPOSED THE HT OF WALL ^/I
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REVISIONS
DRAWN BY, Jcs € _y...............iz.
CHC HARMON ROAD PROJECT
CHECKED BY. TAP s...:.......
FORT WORTH, TEXAS
cew' —`° m`
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JOB#. CM-24-0050I DATE. 07123124 1 SHEET. 11 OF 15
TALL 1YI'L J—A — MAX. 6(H):1(V) SLUI'L 13LHINU WALL NO LIVL ON ULAU LOAO, NLHINU WALL WIIHIN 2X IHL LXI'USLU HI. OF WALL W/
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TYPICAL MASONRY GRAVITY WALL SECTION
SCALE. NONE
DESIGNBUILD CONSULTING SERVICES«C
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P.O. BOX 185112 FORT WORTH. TX 76181-0112
INFOODESIGN BUI LDCONSULTING.NET
REVISIONS
DRAWN BY, JOS fu CHIC HARMON ROAD PROJECT
s...:.......
CHECKED BY.. TAa 7 ;7;,;o"' FORT WORTH, TEXAS
WALL SECTIONS
� ercmiuNAi �I
JOB#. CM-24-0050I DATE. 07123124 1 SHEET. 12 OF 15
WALL LESS THAN 11 FT TALL IN LIMESTONE FOUNDATION DETAIL
SCAU. NONE
DESIGNBUILD CONSULTING SERVICESLLC
P.O. BOX 185112 FORT WORTH, TX 76181-0112
!p INFO@DESIGN BUI LDCONSULTING.NET
— 20 FT IN HEIGHT AND SHORTER
1E.IRE NO WEEPS
�wu1 21— IS cPGrtR ESS�
WALL IN LIMESTONE FOUNDATION DETAIL FOR WALLS <4'
SCALE. NONE
WALL GREATER THAN 10 FT. TALL IN LIMESTONE FOUNDATION DETAIL
scA1F NONE
REVISIONS
DRAWN Br: JOS €..y. .............i_ CHICHARMON ROAD PROJECT
s...:...........rw.
CHECKED BY. rAa.< FORT WORTH, TEXAS
a�
_ WALL DETAILS
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JOB#. CM-24-0050IDATE. 07123124 ISHEET. 13 OF 15
III
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II ACE
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SPACING
OR LESS
xorzs el Lmmn wa s av Lex�
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WS/1 WIRE SPACING FOR WALLS 10'-0" TO
20'-0"
SCALE. NONE
DESIGNBUILD CONSULTING SERVICESLLC
P.O. BOX 185112 FORT WORTH, TX 76181-0112
!p INFO@DESIGN BUI LDCONSULTING.NET
/� s ox uame
REVISIONS
MIN. 6"
jv(l fl f//2l f/�
PAVEMENT BEHIND WALL DETAIL
SCALE: ONE
DRAWN BY, JOS f h .`.:'CHC HARMON ROAD PROJECT
CHECKED BY. TAP , 9„0 FORT WORTH, TEXAS
ath
� WALL DETAILS
r z,eg rcu saSa YR41 11
JOB#. CM-24-0050IDATE. 07123124 ISHEET. 14 OF 15
NOTES:
A Ongn
1 Desgn Cptles IBC.2c21 EtlNw
2 Smk Regm A Gegegmwl Repml by ANbI Testing, LLG tlaletl March 0T, 2o23 was pmudea ror Ne prolecl aM the and prIl—used were wnelI nod th,
mkrmaaon m Ne gedec 1111 report
3 CIA Pldne slreek 9 10, 12,13,1516,18, 19 A<7ANe cable Plana by Lama K«nersmlN amee 3my8, zpzd
4 Dwgn Pammelare
Sod P.—
III Type R—Afyla Gah'slon(X Uni'WeightW
Realmd Bas I At deg 00 PA 20 PI
FouMabon Soda At deg 1W pA 120 pd
F«tpadsafety
E-1 Slabahy
A Mlnlmum— A Safety lgelnA Base 51dlrg(SNtic-dlit.) 15
b Mlmmum FaMASefetylgem I O.—Ng 20
c Mmlmum Fads A—, far Beanrg Dapmlty 20
Redlmrg Wells N-n,t A. Ild R. (such as wood RA.) plaaa on top If Otll ONer Nan th lsborm It I pleas Retanng walk Rkll not h. Nd—I
wMarge places abom well oderman th-h. On New plans Redlmrg wells shall wi I Ropeal bass or rop Nf.11 Nat W— Nat wfilch Is shownon
Nece Diana
Analpls A Ne global a Ity ANewalk and slopes It the Rk was 1111. Nt scare A M. wall dtl ll aMultl be rs 1—by the Gm INIIl ErgI—N
Rewm Inambllny ANe abpmadbe Aire aped apse wag Mahal
Lm Lma Babmd Wells 250PSF (See well 1probme)
ceadmad none
The bng— grand weterIII Ice eswmetl N be well bebw Ne boppm Awell (greeter Nan 10X )
B Maadds
1 Soa Typed
rQ BetlNll-Fat CMyxM dmeAare fagmmb,USCS=CH, PIS 50,1=24',g=120 pal, c100 pA
hen sqk-Fat Clay wM Llmeabne tragmmh,USC-11, Pk 50, f =b', g=120 pd, IN psf
be D.,.g. Mednel-ASTM C33 Np 51.shed abne
2 Dlmwalon Fapng SNne
A Arerage OenABdmamnry wall renea nod 130pdto140pd
b SNnealmvarleafremeNI 4-dw lhcaningwro
c Faw alpneareu tie wpminada beN,eAn wmrad«ana wnenaAmloper
3 Rebel .. Wre Fabrc
I Pll peel relnfwcemadshall barmy bllkl sled wrNrming NASThI P.815, Gratle BomN fpWFsl
b All relApmemeasnall wl M1aretlele —lateral On It
c All wades mre haw sM1all bare minimum "5 ka IN be hA dlwAd galvamzetl
4 relnage Matmele
e Wepppae shall ba PVC dO min 3"ale
b DralnePo mneildl be wAl—pefmm relalnea betlmll by Mlafi 14ON filNrkbncarwpmvea equal
5 —p IRAll
e Al rock sM1AI be ham, duFable, angudrsknemN a maximum 8 e parade slwwnen plecetl My larger
rods Trey Ne spill On IN ro be "Al in tM1e wp1
b m—.ports Awa1I-I be filletl wmpldelywAb moaarwlN no vada
11
e — III Naas, wIN Ne make III placed
d Norocker Lamar I beparoal; maAlNA
6 Padmd C.tOt Nalarla RNalnmg Wall Ovnstru 1
The pp-d «mwtmodar usadrorwna0uc11on AMe masonry slurs relamng walls sM1all be N lNABd wIN tlw 111- g prppoNwa pwwbc yam AamcrAe The
pallana cement marlaraupplershellpmnaea Yldets tlrony �nalU�ngNANe eppmpnete amount ofrreronda Are ponaea In eetllWdbatl TAAtI—Well arty
IINcaNNe emwnt-ANd, Ne date NA pI,tl name mil shall Ne l 1,-g-ld Cwwlbrg 5awcea LLC forrevcw, docementamn, end fah
Cwlwk A,wumpawbcyad El
T,pel—IN cement 451111 315
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a lb
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1 I�IIIIIII IIII ARDLL I/FA4" FlBER BOTO RI 2" OF
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TYPI CALPLAN VIEW AT BASE Rc_F
DESIGNBUILD CONSULTING SERVICES((C
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P.O. BOX 185112 FORT WORTH, TX 76181-0112
INFOCDESIGN BUILDCONSULTING.NET
c canawdlpn
1 Preparamn WAN
gretllrg orexwvabon ANe sae, wnfirm Ne bwbon Atic relainingwalkana all uMemreontl iwNres, InclWing u0lirybwoon wIN dre area dwnabpww
rrouMing grupNres are pMecmtl M1wn Ne sneak o! wall emavabon, antl wretmgon
b Gwm�Me ingallabon Auntleryrountl ubll0es antl otM1pimpmp-IIkt'I"A'ft"I
o. Goominaro wallbwbon wlN bader0lwallhce Confirm Nemp Awallbwbon par Ne pvd pans
2 Exrovaaan
a Flg owraxrovarea area In M1aAAtlre wurpmlag wlN Apmpadaa pn dire said prTxOOTFlaxeaaa baNrama wauAwmmrnpn axAaadaaraAln Harem
b In areaawXere NAwalkareltI'w In a Am, Ne regwrea exAavabw anau o-mnd npnawlAlvNNeememANAvnaN prNe redlnlrgwag The wau may tie d mm
Ne Aw nNAwaII la pmraw, me dal lag enneroe wmpadea pane arelning mne may ce w,aenea
3 WeIICun-.'
b Faro maktypeaM1dlnbewad1reletl beMen NeamNleq over, andniNalnlnA wall wntractpr
c A well wnsWWm shell be apse wiren Nse11- lure Isshore XC F end ml plreaulea-INN, 32°F-.48 bona 1-11placement
4 BOAl -5111 11
a Rganed badmllsnail be paced per Ne rewmmend-t4be Gaq -ll EN..,, bmsnoula not be less Nan g5%Standam P-Manmum Dry Denslty
(ASTM 0898I
b Fill Blind be gacetlm maumum 8' NCA -IN IIXs-2%Aop--,Nre wmem
o- Wge aunpacllon wmpment (wmpmenl M1wwer Nan T,5001b pall remain a minimumoll6s Ne M1emmpfthex-all awayfiom the baAANAwall (ace wnotl A2
weeks rmm Na time A Ne wngmeaw
O AXerapergtl A2waeNshom tbebmeolwngmobw drge rgmpacllon egmpmem(greater Nan T600 Ib l maybe usetl beM1IM Newell bgsball soya minimum A
SOdpl
IawayXom bathANe wall
e awtl whin 5 '-0'OlNe back A Newel sM1all be priced upng small hanabela It 1-1w egmcement
r GompaWw Drag mu mckng anal be yenned brmeTeabng AgemvprRewm w,N neadoneteal Pafiroe w n orml paced peraav antl mbap zo%dNa tad
wNn5cnbeM1lM Newell
5 InInA Wall Pukrmanro, Malnknmro, and ONer Cpmmenb
a Cpntrolfwnteare pmrsdetl In Ne reNmmg wall N elbwfaminamvremenk duero wWameMend sM1nnk swell ANe mils S«necraclung may Duurin Nekce ANe
mmg wall TM1levatlung,dmlmr(less Nan 3R'I ley bewsmebcelly repaired as seslad
b The reNlnlrg wallaereseslgnedNelbw wrmro waterN sheaf Apwpmr Ne N1w ANINIty nmg walls CaresM1oula betaken donne and afla wnsWcbwronm dlpw
rropond beM1lna the redlnitg walla, ashl, dennave 1naoetiva ImpIUw ore I,.-hfireret aming walls
c If tl wnapoW ere lorded ne.rthe b«kANe relammg wall NeysM1pula eAher be plumbed NnxpM1 Ne rerolmrg wall mdreln bebw Ne wall orwll«tea andced Imo
Ne Rwm wwersystem
tl Pwlbretlznage orer Nerop ANe wells sM1all be malnrolnetl Nroughow Ne IaeofNe nudure If swales ere placatl beM1IM NewAlNey sM1all remain Been antl nee
,yb Ifwalerlslountlrobe AO
In Ne wvakll Rwllbd-Nill,g errolreelytlraln esmw as wsnble
e Mybroken wonders beM1IM Ne rganlnetl wall sM1all betumetl onand reparetl as swn I, .soda
e Gdb W.-Rwatmcron A ReNnlrg wawa
--dlon ftaqulrememe is ININluree between 40°Fand 2SF
A Weterma egg,A,-twain moXer- not be heals above 140°F
b Moharsund prmlcng water IllIN, AAea to pmduro dollar N.,A— bAhaeen 40°F end 1-al Ne bme of micng
cThemo" NmpSreNre Rwll be malntanea shod Rx and usetln mwonry sl«z relwm .11
d VIIce end sow sM1a11 be removes nod Ne IN, spd«e If NAIN fpundt-antl memory tp rmere new cpnmrucmn These surfaces 0a11 bs M1sataa tpebove
hcezlrg,usug meNotlstlwitlpnot resuXln tlamage
e bl wn buries memory shell H wngetely wwred wM wxatlrer-reslsb,, manbrene Bx 48 h., after belrg wmpl-
fNowrksM1allbetlonewfien autemperquresarebelw25°F
g tb ngwnsbugwalls when aurompluaWresare esp«letl bow 25°FwMin T2 M1wrs
hove pro«edureawmehom section 21M 32121ed 322, 21M 323, 21M 3.33 and 210d 33A AIM1e lntemdlonal builRing cotle, antl is In wmpllarca WN
Mamcry slantlams Jdnt Comminee recgnmmd-A for wld — met— A mamnry eau W res
D cpnswmpn 0mervahpnt
1 GonaOUWen Obaelmbpna by DApgnBuaa-Ifirg5awcee LLD
a DepN ,Id Consudng 5ernces,LLC.II perlwm cenRmcOon pbservahon, but only asameansgrellfice0on If wntreckfs q 14 pentrd wXamarce
b Dl IC -Idly St.,, 1,1I aq as III Ins-N,h,O,,E Contraclprshall .AAA DNONEUlm CwwlINSauces. LLC t, set upfire
maser 1 Wle before wngmNon sark
cal pluiretl maronds roRlrp snail be pedormetl byan appmvetl malenals ronrg labwaNry
a rkalgnepaa GonapMng xmwa, LLclarwt reaponalderormwna, melnpaa, sea maronalmm�aM1Aa byNe rem rg alwnbaAtpr
A Cpnstr«b«I ob.Ntb.A aregwad by Ne dry shall be
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DRAWN BY: JCS
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CHECKED BY. TAa FORT WORTH, TEXAS
cew= %EO'—°A"m` d of e WALL NOTES & DETAILS
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JOB#: CM-24-0050IDATE. 07123124 ISHEET. 15 OF 15
5. Retaining Wall Performance, Maintenance, and Other Comments
a. Control joints are provided In the retaining wall to allow for minor movements due to settlement and shrink swell of the soils. Some cracking may occur in the face of the
retaining wall, This cracking, if minor (less than 318" ) may be cosmetically repaired as desired.
b. The retaining walls are designed to allow surface water to sheet flow over the taps of the retaining walls. Care should be taken during and after construction to not allow
water to pond behind the retaining walls, as this can have a negative impact on the stability of the retaining walls.
c. If downspouts are located near the back of the retaining wall they should either be plumbed through the retaining wall to drain below the wall or collected and tied into
the storm sewer system.
d. Positive drainage over the top of the walls shall be maintained throughout the life of the structure. If swales are placed behind the wall they shall remain clean and free
draining. If water is found to be ponding in the Swale it shall be fxed to allow water to freely drain as soon as possible.
e. Any broken sprinklers behind the retainined wall shall be turned off and repaired as soon as possible.
RETAINING WALL MAINTENANCE AGREEMENT
Rev. 11/19/2020 JLE
Exhibit "C"
CITY OF FORT WORTH DRAINAGE CHANNEL 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
storage volume is reduced by more than
returned to original lines and grades
addition, corrective measures are requii
within 72 hours of cessation of inflow.
standing water conditions occur or the pond's
10%. Silt shall be removed and the pond/basin
lown on the approved engineering plans. In
;d any time a basin does not drain completely
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.
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 10
Rev. 03/01/2022 BN
Exhibit "D"
Drainage Channel Structural Maintenance CHECKLIST
FREQUENT REPAIRS REPAIRS
INSPECTION DATE REQUIRED MADE NOTES
Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
Violations Noted
MINOR
INSPECTION
Condition of Channel
Amount of silt in
pond
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
vegetation
Location of Erosion
Percent of vegetation
Condition of trash
guard
Location of Erosion
MAJOR
INSPECTIONS
Condition of Storm
Water Quality
Structure
Type of Storm Water
Quality Structure
Structure type and
Condition
Condition of Rip -Rap
Condition of filtration
system
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 11
Rev. 03/01/2022 BN
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
DRAINAGE CHANNEL MAINTENANCE AGREEMENT 12
Rev. 03/01/2022 BN