HomeMy WebLinkAbout064811 - Construction-Related - Contract - Asbury Fort Worth MB, LLCDate Received: 3/2/2026
Time Received: 3: 04 p. m.
Permit No.: SWFMA-25-0025
City Secretary No.: 64811
STORMWATER FACILITY
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this ��t� day of F e b rU a i�/
2026, by and between Asbury Fort Worth MB, LLC, a Delaware limited liability company
acting by and through David Hult, its duly authorized President & Chief Executive
Officer, 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
0.6701 acre (29,190 square foot) tract of land situated in the John E Heath Survey,
Abstract No. 641, City of Fort Worth, Tarrant County, Texas, said tract being a potion of
Lot 4R1, Block 7, City View Addition, an addition to the City of Fort Worth according to
the plat recorded in Instrument Number D223190450, Ofiicial Public Records,
Tarrant County, Texas and according to the deed recorded in Document No. D221144599,
Official Public Records, Tarrant County, Texas, hereinafter called the "Property";
WHEREAS, the Landowner is proceeding to build on and develop the Property
according to the Site Plan/Subdivision Plan known as Asbury MB Fort Worth Shop and
Detail Bay EXpansion 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 Properry; 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
OFFICIAL RECORD
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
CITY SECRETARY
FT. WORTH, TX
1
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
more particularly described by metes and bounds in the attached E�ibit "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:
L 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 ensure 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.
STORMWATER FACILITY MAINTENANCE AGREEMENT 2
Rev. 03/01/2022 BN
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.
4. In the event the Landowner, its successors and assigns, fail 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
STORMWATER FACILITY MAINTENANCE AGREEMENT 3
Rev. 03/01/2022 BN
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
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 tiais 27th d��, Q� February
CITY UF F�RT WORTH
,�
Jesica McEaa�ern
Assistant City Manager
City af �'nrt �arth
�at�; 02/27/2026
Apprvved as to F�rnn aud L�gality.
l�.. �E'(tGf'li �.f'GflE!''fl�
M. Kevin Anders. II (Feb 23, 2026 09-16.95 CST)
M. Kevin Anders, Ii
Assistar�t City Attarney
c��y a�n�,�y°s o���
Da�: 02/23/2026
2D26.
LAP�DUWNER
Asbury Fort 1�Vo�th MB, LLC
a DeIaware ]imit�d Iiability company
By: Da�id HuIt
its: Fresident &�hief Exe�utive Off cer
Date: �f � �I�'��'(t
Cv�tract Compliance 1Vlanager:
(( Sy signing, I acknow�edge that i am tha
persan responsible far the zn�onitoring and
administration af this ca�traat, inaluding
ensuring aII perfpnnar�ce ax�d reparting
requirements.
4,p.�.v�npb
�;poF FORT�aa
C�'�'�� �'Fd0
ATTEST: ''° °
PVo o=d
o�Q * o00 00 0 *�a
�� I� .,�� a�Q� rezp54pa
bn0004�
Jar�nett� S. Goodall
Ciiy Secretary
����: 03/02/2026
Kandice Merrick
��&IlT11I1� �BTI�a$CT
p�t�. 02/23/2026
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
STORNiWRTER FACILITY MAINTEh1ANCE AGRE�MENT �
ReY, 031U1I2fl22 SN
STATE �F TE�AS �
G(�L�N'I'Y �lF TARR�1�'T �
This instrumettt was �ckn�u�rl�dged iaefore mc ai� February 27, 2026 by
J�sica McEachern, Assistant City Manager aithe City a� Fort i�orth, on behalf afthe City
af Fort �orth.
jjj fR P� RATHLEEN BRADFORU
�� Notary Pu61ic �
r�r STATE OF iD(AS
"� � Notary I.D. i2147197
aF MyComm. Facp. Apr. i2, 20D
K�� 8���
Notary P�lic, State af Texas
i1A11TU��VNER
STATE �F �`�
C�ljJN'I''4' (]F �p � 1�'n
�i
�
BEFf]RE ME, the undersigned autharity, a Natary Puhli�c in and foz th� State �f
, on this day personally appeared A�►+�,� Hw..r
�;�ame), �s�e►�' t�� a (titie}, knowza tv me to be the
persan whose name is subscribed ta the foregoing instrument, and ackr�o�rledged ta xx�e
that helsbe executed the same for the p�uposes and cansideratian therein expressed, as the
act and deed af ��4w�.� �v�.r L,�o+R.'� �'! B, LLC (entity), a
�p.�..i+� �+ri.,r� L�1� 1+.►� �r4A�w'� {entzty type} and in the capacit� thereiz�
stated.
GYVEN LTl�iDER MY HAND ANI] SEAL QF �FFICE this ��-
of.�t�.►r,uca.ry = ��-,�• _
�; -.-- __.._... ... . _...._.� . _.. . _ �_..�., � �
` `�.�,Y��,�,,,� JAMES S7�G�alL y
���'' y:¢ QNutery Publie. Stat� cf'%x�s. �
����'�.- Comm. �xpire� (t3•�1&•202� �
_ �v�n���"�:'�r IVo��ry li7 i3Z9S8�08
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STOitMYVATER FRCiLI7Y MAllVTENAi+TCE AGR�EMENT
ite+r. 03IU1i1fl22 BI�
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Alatary Public, t e pf
day
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EXHIBIT "A"
LEGAL DESCRIPTION
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
LEGAL DESCRIPTION
STORMWATER FACILITY MAINTANCE AGREEMENT
BEING a 0.6701 acre (29,190 square foot) tract of land situated in the John F. Heath Survey, Abstract No. 641, City
of Fort Worth, Tarrant County, Texas; said tract being a portion of Lot 4R1, Block 7, City view Addition, an addition to
the City of Fort Worth according to the plat recorded in Instrument Number D223190450, Official Public Records,
Tarrant County, Texas (O.P.R.T.C.T.); said tract being more particularly described as follows:
BEGINNING at a point for corner in the north line of said Lot 4R1 and the south line of Lot 3R, Block 7, City View
Addition, an addition to the City of Fort Worth according to the plat recorded in Cabinet A, Slide 6207, Plat Records,
Tarrant County, Texas (P.R.T.C.T.); from which a 3/4" iron rod found with a cap stamped "BTG" being the northeast
corner of said Lot 4R1 and the southeast corner of said Lot 3R bears South 81 °55'58" East, a distance of 83.73 feet;
said iron rod also being in the west line of a tract of land described in Special Warranty Deed with Water Reservation
to Southwest Pasture Ltd., recorded in Instrument Number D212318326, O.P.R.T.C.T.;
THENCE South 00°01'51" West, departing said north line of Lot 4R1 and said south line of Lot 3R, a distance of
82.44 feet to a point for corner;
THENCE North 79°44'41" West, a distance of 343.89 feet to a point for corner;
THENCE North 10°15'19" East, a distance of 32.46 feet to a point for corner;
THENCE North 34°44'41" West, a distance of 35.53 feet to a point for corner;
THENCE North 81 °55'58" West, a distance of 338.61 feet to a point for corner in the east line of a 26' Drainage and
Sanitary Sewer easement recorded in Volume 8050, Page 1113, Deed Records, Tarrant County, Texas (D.R.T.C.T.);
THENCE North 21 °22'55" East, along the said east line of the 26' Drainage and Sanitary Sewer easement, a distance
of 10.28 feet to a point for corner in the said north line of Lot 4R1 and said south line of Lot 3R; from which a 5/8" iron
rod set with a cap stamped "KHA" being the northwest corner of said Lot 4R1 and the southwest corner of said Lot
3R bears North 81 °55'S8" West, a distance of 325.35 feet;
THENCE South 81 °55'58" East, along the said north line of Lot 4R1 and said south line of Lot 3R, a distance of
691.26 feet to the POINT OF BEGINNING and containing 29,190 square feet or 0.6701 acres of land, more or less.
NOTES
Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202).
A survey plat of even survey date herewith accompanies this metes and bounds description.
The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately
sets out the metes and bounds of the easement tract.
, 06/04/2025
STANLEY CRAWFORD RUSSELL
REGISTERED PROFESSIONAL
//( ;�Q�:�G \ S T E R�.; " �\
Jy:��' � �Nc
..................................
STORMWATER FACILITY
MAINTANCE AGREEMENT
JOHN F. HEATH SURVEY,
ABSTRACT No. 641
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
LAND SURVEYOR NO. 7080 STANLEYCRAWFORDRUSSELL
801 CHERRY STREET, ������������������������������� Kimle >>> Horn
UNIT 11 SUITE 1300 'O 7080 �•
FORT WORTH, TEXAS 76102 ���O�.F.: ;. O''!�O 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511
PH. 817-335-6511 S U R v � Fort Worth, Texas 76102 RRM # 10194040 www.kimle y-horn.com
Scale Drawn bv Checked bv Date Proiect No. Sheet No.
StanC.Russell@Kimley-Horn.com N/A MKK SCR 06/04/2025 064517707 10F3
KENT, MASON 6/4/2025 3:19 PM \\KIMLEY-HORN\CN FTW\FTW SURVEY\064517707-ASBURY AUTOMOT VE GROUP C YY VIEN/�DWG 064517707-AS URY AUTO OTIVE GROUP ITY
VIEW SWFMA.DWG
LEGEND
P.O.B. = POINT OF BEGINNING
IRSC - IRON ROD SET W/CAP
STAMPED "KHA"
IRFC = IRON ROD W/CAP FOUND
IRF = IRON ROD FOUND
1
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LOT 3R, BLOCK 7
CITY VIEW ADDITION
(CAB. A, SL. 6207)
BRE KNIGHT SH BROADWAY
CITY VIEW OWNER LLC
(INST. NO. D217075439)
S81 55'S8"E 691.26'
. �.
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NORTH
� 50 100
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I GRAPHIC SCALE IN FEET
S81 °55'58"E
83.73'
� 3/4" IRFC
� "BTG'
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:
-STORMWATER FACILITY
MAINTENANCE AGREEMENT
0.6701 ACRES
29,190 SQ. FT.
LOT 4R1, BLOCK 7
CITY VIEW ADDITION
(INST. NO. D223190450)
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NOTES
ASBURY FORT WORTH MB LLC
(INST. NO. D221144599)
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Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), Texas North Central (4202).
A metes and bounds description of even survey date herewith accompanies this survey plat.
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The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the metes and bounds of the
easement tract.
STORMWATER FACILITY
MAINTANCE AGREEMENT
JOHN F. HEATH SURVEY,
,��•.oF r� ABSTRACT No. 641
STANLEY CRAWFORD RUSSELL y��`G`� RFo' ;,N CITY OF FORT WORTH
REGISTERED PROFESSIONAL •••••••••••••••••••••••••••••••••• TARRANT COUNTY, TEXAS
LAND SURVEYOR NO. 7080 STANLEYCRAWFORDRUSSELL
801 CHERRY STREET, ������������������������������� Kimle >>> Horn
UNIT 11 SUITE 1300 'O 7080 �•
FORT WORTH, TEXAS 76102 ���O�.F.: ;. O''!�O 801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511
PH. 817-335-6511 S U R v � Fort Worth, Texas 76102 RRM # 10194040 www.kimle y-horn.com
Scale Drawn bv Checked bv Date Proiect No. Sheet No.
StanC.Russell@Kimley-Horn.com 1"=100' MKK SCR 06/04/2025 064517707 20F3
KENT, MASON 6/4/2025 3:19 PM \\KIMLEY-HORN\CN FTW\FTW SURVEY\064517707-ASBURY AUTOMOT VE GROUP C YY VIEN/�DWG 064517707-AS URY AUTO OTIVE GROUP ITY
VIEW SWFMA.DWG
NORTH
� 50 100 � � '
' ' ' LOT 3R, BLOCK 7
CITY VIEW ADDITION ,s'SANITARYSEWER �/�/ �
GRAPHIC SCALE IN FEET EASEMENT
(CAB. A, SL. 6207) (CAB. A, SL. 6207) ��
BRE KNIGHT SH BROADWAY �
IRSC �� � N8,� o �� CITY VIEW OWNER LLC
I ��_ = 555g w 825.35' L4 // (INST. NO. D217075439)
� — — — _ _ _ �� S81 °55'S8,� I
15' SANITARY 26' DRAINAGE AND AI E 69 �•26�
�� I (VO WER97, PGM54 ) SANIT EASE ENT IV81�5`5�`S8��W 338. �
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O � I I (VOL. 1150Q PG. 1970) (VOL. 8050, PG. 1113) 61
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� Q _ ' 15' UTILITY EASEMENT
� � I I (CAB.A,SL.3956) CITY VIEW ADDITION
z W ' (INST. NO. D223190450) I
Q Q I I ASBURY FORT WORTH MB LLC
mQ ' � (INST. NO. D221144599)
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sis^ IRF � LINE TABLE �
_ NO. BEARING LENGTH
L1 S00°01'51"W 82.44' '
L2 N10°15'19"E 32.46'
LOT 5, BLOCK 7 L3 N34°44'41"W 35.53' �
/ CITYVIEW ADDITION L4 N21�zz�55��E ,0.28�
/ (CAB. A, SL. 2268) I
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LEGEND
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OAKBEND TRAIL
(A 68-FOOT RIGHT-OF-WAY)
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STORMWATER FACILITY
MAINTANCE AGREEMENT
JOHN F. HEATH SURVEY,
ABSTRACT No. 641
CITY OF FORT WORTH
TARRANT COUNTY, TEXAS
P.O.B. = POINT OF BEGINNING �
IRSC = IRON ROD SET W/CAP Kimle >>> Horn
STAMPED "KHA"
IRFC = IRON ROD W/CAP FOUND
801 Cherry Street, Unit 11, # 1300 Tel. No. (817) 335-6511
IRF = IRON ROD FOUND Fort Worth, Texas 76102 FIRM # 10194040 www.kimley-horn.com
Scale Drawn bv Checked bv Date Proiect No. Sheet No.
1" = 100' MKK SCR 06/04/2025 064517707 3 OF 3
KENT, MASON 6/4/2025 3:19 PM \\KIMLEY-HORN\CN_FTW\FTW_SURVEY\064517707-ASBURY AUTOMOT VE GROUP C YY VIEN/�DWG 064517707-AS URY AUTO OTIVE GROUP ITY
VIEW_SWFMA.DWG
EXHIBIT "B"
DESIGN PLAN AND SPECIFICATIONS
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 03/01/2022 BN
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EXHIBIT B
MORTARED FACING STONE —
(STONE � PATTERN
AS DIRECTED BY OWNER)
MORTAR ALL UNITS IN PLACE
WIT11 SOLID I/2"
MORTAR BED ALL SIDES
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LOW PERMEABLE SOIL
(SUPPLIED BY OTHERS)
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DRAINAGE ROCK (ROSCH)
FILTER FABRIC (ROSCH)
ED SOIL AND/OR EXCAVATION
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MORTARED RUBBLE STONE CORE FIT TIG11T
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ROSCH ENGINEERING
I 3000 JOE DIMAGGIO BLVD., SUITE 28
ROUND ROCK, TX 78664
PHONE: 512-828-4167
ROSCH FAX:512-233-0540
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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. 11 /17/2016
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EXHIBIT C
Retaining Wall Care and Maintenance Guide — Stone
. �. RETAIN
www.roschcompany.com
Your new retaining wall is constructed with natural stone and includes one or more of the
following: grout, geogrid soil reinforcement fabric, separation filter fabric, soil and/or rock backfill.
The wall's performance is sensitive to any activities that may damage components, increase
loading conditions, and/or reduce overall stability. The following list is intended to provide
guidelines for proper care.
� One of the leading causes of wall damage is from water. All water must be diverted away from
the base of the wall to avoid erosion and undermining of the foundation after installation. This
includes temporary site grading during construction and final site grading.
• Landscaper watering and surface drainage above the wall should be designed in consultation
with the civil and Geotechnical engineers and performed in such a way to avoid standing
water, water cascading over the wall, and infiltration (saturation) of the reinforced zone.
• The area behind the wall that contains geogrid (reinforced zone) is the primary structural
component of the wall system. Do not under any circumstances, excavate through, drill
through, or otherwise damage the reinforcement fabric without written approval of the design
engineer of record.
• Do not operate wheeled or tracked equipment within 4 feet of the back of the wall. Larger
equipment such as high lifts and bulldozers will require further operating distance. Twisting
and turning will add lateral pressure and potentially result in wall movement, and/or damage.
Riding lawn equipment directly behind the wall should be avoided. Instead push mowers are
recommended at the retained side of the wall.
• Do not operate equipment directly on the exposed grid. If there is an area left exposed for
curbing, dumpster pads, etc. make sure this is covered and compacted, or the installer is
notified when this is ready to complete.
• The drain at the base of the wall (if installed/required) was stubbed out to daylight, or for final
connection to a storm drain by others. Please ensure that all connections are made and drain
outlets are not buried.
• Retaining walls are normally constructed with a buried footing. No digging or excavation shall
be done within a 1:1 projection from the bottom face of wall or to such depth that would
compromise the integrity of the wall foundation.
• Do not increase the height of the existing wall as constructed with more stone without written
approval of the design engineer of record.
• Do not add slope or increase the steepness of the backslope beyond what was considered in
the original grading plan and wall design without written approval of the design engineer of
record.
ROSCH SOUTHWEST 2300 Greenhill Dr. Suite 800 Round Rock TX 78664 Phone: 512.850.4272 • Fax: 512.233.0540 .+�/////
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EXHIBIT C
. �. RETAIN
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• Do not add additional surcharges within a lateral distance of twice the overall height of the
structure(s) without written approval of the design engineer of record unless considered in the
original wall design. This would include any trees other than ornamental size, fences, sound
walls, landscaping walls, swimming pools, buildings, garages, either temporary or permanent.
• Retaining walls are subject to some post construction settlement and movement. All
structures (i.e. sidewalks, pavements, curbs, trash enclosures, utilities, etc.) should be
designed to handle some ground movement and not be connected directly to the wall. Use a
bond breaker when pouring adjacent concrete in front or behind the wall. Some minor
cracking can also occur through normal settlement. This can be addressed with color match
type S mortar as needed.
• Retaining walls should be inspected at least once a year. Some, but not necessarily all, items to
be inspected are drainage measures functioning properly, erosion has not occurred along the
top, ends, or bottom of wall(s), landscaping and planting is not interfering with the wall(s)
intended performance, observe and note any unanticipated movement or deflection of the
wall system and have it evaluated by a qualified engineer. Additional inspection may be
necessary immediately following a catastrophic event such as flood, heavier than normal rain
event, earthquake, etc.
• Over time the wall face may begin to show a white flaky material and may especially be
noticeable post construction. This material is called efflorescence. Efflorescence occurs when
moisture evaporates from the wall face, and naturally occurring soluble salts and bases, or the
calcium carbonite (calcium hydroxide in the mortar mixes with carbon dioxide in the air) is left
on the face. This efflorescence is only an aesthetic concern and will not affect the structural
performance of the wall. This will usually subside over time.
• Do not attach items to the top or face of the wall that require penetration into the stone
including, but not limited to handrails, signage, lighting, fall protection, etc. without
engineering approval.
� Do not use corrosive ice/ snow melt or fertilizers where run off will contact the wall.
• Rodents that dig or burrow into the ground behind the wall should be controlled to prevent
damage.
• Parking bumpers should be placed far enough from the wall to prevent large vehicular contact
with the wall.
ROSCH SOUTHWEST 2300 Greenhill Dr., Suite 800, Round Rock,TX 78664 Phone: 512.850.4272 • Fax: 512.233.0540
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Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT
INSPECTION
� Mowing
Remove Trash and
debris
Inspect irrigation
system operation
Remove grass
clippings
� Violations Noted
MINOR
INSPECTION
� Condition of Pond
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
Stormwater Quality
Structure
Type of Stormwater
Quality Structure
Structure type and
Condition
� Condition of Rip-Rap
Condition of filtration
system
REPAIRS REPAIRS
DATE REQUIRED MADE NOTES
STORMWATER FACILITY MAINTENANCE AGREEMENT g
Rev. 11 /17/2016
Berm or Embankment
Settlement
Location of erosion
Evidence of Animals
Evidence of Aquatic
life
Condition of Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT 1 O
Rev. 11 /17/2016
F�RT��RTHo
City Secretary's Office
Contract Routing & Transmittal Slip
Contractor's Name: Asbury Fort Worth MB, LLC
Subject of the Agreement: New Stormwater Facility needed for new construction
M&C Approved by the Council? * Yes ❑ No ❑✓
If �so, the M&C must be attached to the contract.
Is this an Amendment to an Existing contract? Yes ❑ No ❑✓
If �so, provide the original contract number and the amendment number.
Is the Contract "PermanenY'? *Yes 0 No ❑
If �unsure, see back page for permanent contract listing.
Is this entire contract Confidential? *Yes ❑ No ❑✓ If only specific information is
Confidential, please list what information is Confidential and the page it is located.
Effective Date: Expiration Date:
If different from the approval date. If applicable.
Is a 1295 Form required? * Yes ❑ No ❑✓
*If �so, please ensure it is attached to the approving M&C or attached to the contract.
Project Number: Ifapplicable. SWFMA-25-0025
*Did you include a Text field on the contract to add the City Secretary Contract (CSC)
number? Yes ❑✓ No ❑
Contracts need to be routed for CSO processin� in the followin� order:
1. Katherine Cenicola (Approver)
2. Jannette S. Goodall (Signer)
3. Allison Tidwell (Form Filler)
*Indicates the information is required and if the information is not provided, the contract will be
returned to the department.