HomeMy WebLinkAboutContract 61749RETAINING WALL MAINTENANCE AGREEMENT
Rev. 03/15/2022 BN 1
Date Received: _______________ Permit No.: SWFMA-24-0044
Time Received: _______________ City Secretary No.: __________________
RETAINING WALL
MAINTENANCE AGREEMENT
THIS AGREEMENT, made and entered into this ____ day of _____________,
20_______ by and between Trinity River Group, LP, a Texas limited partnership,
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 Edmund Little Survey, Abstract No. 954, Fort Worth, Tarrant
County, Texas according to the Deed recorded in D202187719, 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 Stonehawk Northside, 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 the construction and maintenance of a Retaining
Wall Facility on a portion of the Property being more particularly described by the metes
and bounds in Exhibit “A”; 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 a Retaining Wall Facility be constructed and maintained on a portion of the Property;
and;
WHEREAS, the City requires that a Retaining Wall Facility (“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 on the attached Exhibit “A”
(“Facility Property”); and;
RETAINING WALL MAINTENANCE AGREEMENT
Rev. 03/15/2022 BN 2
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 Retaining Wall 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. Adequate maintenance is herein defined as good
working condition so that these facilities are performing their design functions.
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, which needs 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.
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
RETAINING WALL MAINTENANCE AGREEMENT
Rev. 03/15/2022 BN 3
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
FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE
FACILITITY PROPERTY TO MAINTAIN THE RETAINING WALL
IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY
DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1)
EROSION OF THE SOIL BELOW THE RETAINING WALL AND ITS
FOOTING, AND (2) AND FAILURE OF THE RETAINING WALL
AND ITS FOOTING TO OPERATE IN A MANNER CONSISTENT
RETAINING WALL MAINTENANCE AGREEMENT
Rev. 03/15/2022 BN 4
WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OF
ITS DUTIES OR OBLIGATIONS HEREUNDER.
7. 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.
[REMAINDER OF THIS PAGE TO REMAIN BLANK]
Executed this _24 _____ day of_J_u_ly _______ 20 24CITY OF FORT WORTH Dana Burghdoff Assistant City Manager City of Fort Worth Date: Jul 23, 2024
Approved as to Form and Legality: Matthew Murray Sr. Assistant City Attorney City Attorney's Office Date: Jul 23, 2024
ATTEST: Jannette S. Goodall City Secretary Date: Jul 24, 2024
RETAINING WALL MAINTENANCE AGREEMENT
Rev. 03/15/2022 BN
LANDOWNER Trinity River Group, LP, a Texas limited partnership By: Export Connection Inc, a Texas corporation Its: Ge r 1 Partner By:J Its: Pres1 ent Dat•• .. .-r;; � � 2o Z}l" /
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. Rebecc� Owen (Jul 23, 202412:16 CDT) Rebecca Owen Planning Manager Date: Jul 23, 2024
5
STATE OF TEXAS
COUNTY QF TARRANT
This instn�ment was acknowledged before me on hy
Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City
of Fort Worth.
lr����'��� ,���/���
o,�p,RY P(ie/ WENDY L BEARDSLEE Notary Public, State of Texas
_ n � Notary Public
• �[7 + STATE OF TEXAS
`�'T GV P Notary I.D. 13323719-3
9TFOF� My Comm. Exp. July 28, 2025
LANDOWNER
STATE OF ��X�� §
COUNTY OF ����,� §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
�E�`� , on this day personally appeared Jerry Bodiford, President, knt�wn to me
to be the person whose name is subscribed to the foregoing instrument, and acknc�wledged
to me that he/she executed the same for the purposes and consideration therein expressed,
as the act and deed of Trinity River Group, LP, a Texas limited partnership, and in the
capacity therein stated.
ll��
GNEN UNDER MY HAND AND SEAL OF OFFICE this 1� day
of �.��-� , Zo aU .
� • ����
Nota Pu lic, State of
��, ,,8� Sa�an E. Baker
'° r� TlOtdrY Publ� t� 03-26'2026
•O. Comm. E tD 12481926•0
�s��, o� �*P Notary
�...�.w'
RETAINING WALL MAiNTENANCE AGREEMENT
Rev. 03/15/2022 BN
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___.
RETAINING WALL MAINTENANCE AGREEMENT
Rev. 03/15/2022 BN 7
EXHIBIT “A”
INSERT LEGAL DESCRIPTION
EXHIBIT "A"
1,
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,
LEGEND
— — — — PROPERN LINE
ABSTRACT LINE
OHE OVERHEADELECTRIC
� � EASEMENTFOR RELEASE
� �� EXISTING PIPELINE
X FENCE LINE
JJ POWER POLE
• FOUNDMONUMENT
O CALCULATEDCORNER O
BEARINGCHANGE 0����\O� �� /
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�G' �1P' /
CURVE# ARCLENGTH
C7 69.32'
C2 66.96'
C3 51.92'
C4 51.16'
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SAMUEL K SMITH
SUXVEY
ABSTRACT NO. 1-117
T.9XXANT COUNTY,
TE�' .S
TEXAS ELECTRIC
SERVICE COMPANY
8.879 ACRE TRACT
TRACT NO. 1
VOL. 2752, PG. 122
D.R.T.C.
EDNIIIND LlTTLE SURVEY
ABSTKACT NO. 95-1 �
TARR.4NTCOUNTY, TE,YAS
POB
NAD83 (4202)
N:6970096.88
E:2329252.65 y
Z
j
UQ
K
rN
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W. W. WHEAT
SURVEY
ABSTIL9CT NO.
!/-1-
/ TARRANTCOUNTY WATER
CONTROLANDIMPROVEMENT
— � DISTRICT N0. 1
TRACT NO. 2
VOL. 2401, PG. 32
~ — — — — D.R.T.C.
� � �
/
/
LINE TABLE
LINE# BEARING DISTANCE
CURVETABLE
:ADIUS DELTAANGLE CHORD BEARING CHORD LENGTH
5772' 68�48'59" S 67°50'20"W 65.23'
61.29' 62�35'31" N i6°54'26"W 63.68'
46.45' 64�02'21" S i6°24'S8" E 49.26'
42.72' 68�37'09" N 67°44'25" E 48.16'
S 33"39'S0"W
N 76°32'16"W
5 71°46'46"W
N 76°32'18"W
N 46°12'S9"W
S 79°50'S9" E
S 46°12'S9" E
S 76°32'18" E
N 71 °46'46" E
S 76°32'18" E
N 33°39'50" E
S 56°20'10" E
�
FOUND 1/2"
IRON ROD /
TOTAL NET ACRES: 3.400 ACRES
(145, OS3 SQ. FEET)
TOTAL ACRES: 6.100 ACRES �
(265,698 SQ. FEET)
W w TRINITY RIVER GROUP, LP ��2
� � RIVERSIDE RECREATION ADDITION �•
o� LOT 1, BLOCK 1 /
"! CABINET B, SLIDE 2613 �
Zv P.R.T.C.T. �� �
COUNTY CLERK DOC. D203240176 �� J�
D.R.T.C.T. � �
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RETAINING WALL MAINTENANCE
AGREEMENTEASEMENT
AREA = 7,241 SQUARE FEET FOUND 1/2"
� (0.166 ACRES) IRON ROD
�
�
TRINITY RIVER
THE POINT OF BEGINNING IS LOCATED APPROXIMATELY
2 MILES NORTHEAST OF FORT WORTH, TEXAS
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NOTES:
1. BEARINGS, DISTANCES, AREAAND COORDINATES SHOWN HEREON ARE
CORRELATED TO THE TEXAS COORDINATE SYSTEM OF 1983, TEXAS NORTH
CENTR4L ZONE (4202). ALL BEARINGS AND DISTANCES SHOWN ARE GRID.
2. LATITUDE & LONGITUDE ARE NAD 83 DECIMAL GEOGR4PHIC.
3. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORI
';
_ 0 F.��,
;'�:r,�,v�� RF.q ` x.
: e vs ° '�.
AARON P. BOHA:`
�.: ..... . ..�.::
r •lq•p� FSS���P�j':r��
� �N� sURUF��%
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�''�--.. �,�,..
_��^_� 05/01 /2024
AARON P. BOHLS TEXAS R.P.L.S. N0. 6517 DATE
STONEHAWK CAPITAL PARTNERS, LLC
1500 E. NORTHSIDE DRIVE
TRINITY RIVER GROUP, LP
RETAINING WALL MAINTENANCE AGREEMENT I
DESCRIPTI ON
CHK
TBPELS FIRM# 10194245
�TRANSGLOBAL 201 West Wall Street, Suite 325
5 F R V i c¢ s << c Midland, TX 79701
(817)5231180 — Fax(817)5231181
SITUATED IN
EDMUND LITTIE SURVEY
ABSTRACT NO. 954
TARRANT COUNTY, TEXAS
DRAWN BY: NH DATE: 03/29/24 DWG. NO.
CHECKED 8Y: APB DATE: 03/29/24 10701_RWfV1A
EASEMENT
SCALE: 1"=100' 1 OF 2
REV.
�
EXHIBIT "A"
METES AND BOUNDS DESCRIPTION
BEING A RETAINING WALL MAINTENANCE AGREEMENT EASEMENT SITUATED IN THE EDMUND LITTLE SURVEY, ABSTRACT NO. 954,
TARRANT COUNTY, TEXAS AND BEING A PART OF THAT TRACT OF LAND CONVEYED TO TRINITY RIVER GROUP, LP, RECORDED IN COUNTY
CLERK DOCUMENT D203240176, DEED RECORDS, TARRANT, COUNTY, TEXAS. SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT A POINT (N: 6970096.85, E: 232952.65) FROM WHICH A FOUND 1/2" IRON ROD BEARS S 33°00'17" W, A DISTANCE OF 222.45
FEET (TIE);
THENCE S 33°39'50" W, A DISTANCE OF 117.27 FEET TO A POINT BEING THE START OF A CURVE TO THE RIGHT WITH A RADIUS OF 57.72
FEET, A DELTA ANGLE OF 68°48'59", AND A CHORD BEARWG AND DISTANCE OF S 67°50'20" W, 6523 FEET;
THENCE, ALONG SAID CURVE TO THE RIGHT, AN ARC LENGTH OF 69.32 FEET TO A POINT;
THENCE N 76°32'18" W, A DISTANCE OF 190.90 FEET TO A POINT;
THENCE S 71 °46'46" W, A DISTANCE OF 17.65 FEET TO A POINT;
THENCE N 76°32'18" W, A DISTANCE OF 23.11 FEET TO A POINT;
THENCE N 46°12'59" W, A DISTANCE OF 31.74 FEET TO A POINT BEING THE START OF A CURVE TO THE RIGHT WITH A RADIUS OF 61.29 FEET,
A DELTA ANGLE OF 62°35'31", AND A CHORD BEARING AND DISTANCE OF N 16°54'26" W, 63.68 FEET;
THENCE, ALONG SAID CURVE TO THE RIGHT, AN ARC LENGTH OF 66.96 FEET TO A POINT;
THENCE S 79°50'S9" E, A DISTANCE OF 15.00 FEET TO A POINT BEING THE START OF A CURVE TO THE RIGHT WITH A RADIUS OF 46.45 FEET,
A DELTA ANGLE OF 64°02'21", AND A CHORD BEARING AND DISTANCE OF S 16°24'S8" E, 49.26 FEET;
THENCE, ALONG SAID CURVE TO THE RIGHT, AN ARC LENGTH OF 51.92 FEET TO A POINT;
THENCE S 46°12'59" E, A DISTANCE OF 27.96 FEET TO A POINT;
THENCE S 76°32'1S" E, A DISTANCE OF 14.79 FEETTO A POINT;
THENCE N 71 °46'46" E, A DISTANCE OF 17.65 FEET TO A POINT;
THENCE S 76°32'18" E, A DISTANCE OF 194.99 FEET TO A POINT BEING THE START OF A CURVE TO THE RIGHT WITH A RADIUS OF 42.72
FEET, A DELTA ANGLE OF 68°37'09", AND A CHORD BEARING AND DISTANCE OF N 67°44'25" E, 48.16 FEET;
THENCE, ALONG SAID CURVE TO THE RIGHT, AN ARC LENGTH OF 51.16 FEET TO A POINT;
THENCE N 33°39'50" E, A DISTANCE OF 117.33 FEET TO A POINT;
THENCE S 56°20'10" E, A DISTANCE OF 15.00 FEET TO THE POINT OF BEGINNING.
SAID EASEMENT CONTAINING A TOTAL AREA OF 7,241 SQUARE FEET FEET OR 0.166 ACRES IN THE EDMUND LITTLE SURVEY.
NOTES:
1. BEARWGS, DISTANCES, AREAAND COORDINATES SHOWN HEREON ARE
CORRELATED TO THE TEXAS COORDINATE SYSTEM OF 1983, TEXAS NORTH
CENTR4L ZONE (4202). ALL BEARINGS AND DISTANCES SHOWN ARE GRID.
2. LATITUDE & LONGITUDE ARE NAD 83 DECIMAL GEOGR4PHIC.
3. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORI
STONEHAWK CAPITAL PARTNERS, LLC
1500 E. NORTHSIDE DRIVE
DESCRIPTI ON
TBPELS FIRM# 10194245
�TRANSGLOBAL 201 West Wall Street, Suite 325
5 F R V i c¢ s << c Midland, TX 79701
(817)5231180 — Fax(817)5231181
TRINITY RIVER GROUP, LP
RETAINING WALL MAINTENANCE AGREEMENT
CHK
SITUATED IN
EDMUND LITTIE SURVEY
ABSTRACT NO. 954
TARRANT COUNTY, TEXAS
DRAWN BY: NH DATE: 03/29/24 DWG. NO.
CHECKED BY: APB DATE: 03/29/24 10701_RWfV1A
EASEMENT
REV.
SCALE: 1"=100' 1 2 OF 2
RETAINING WALL MAINTENANCE AGREEMENT
Rev. 03/15/2022 BN 8
EXHIBIT “B”
DESIGN PLAN AND SPECIFICATIONS
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EROSION CONTROL NOTES
SITE DATA
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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.
Retainin� Wall Performance, Maintenance and Other Comments
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 3/8"), may be cosmetically repaired as desired.
The retaining walls are designed to allow surface water to flow over the tops 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. Retaining walls are often constructed early in the site development phase.
Water maintenance above the top of them is the general contractors responsibility prior to
the site being finished. If necessary temporary swales, replacement of eroded soils, and
other water maintenance items may be necessary to protect the retaining walls.
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. Perforated subsurface pipes shall not be used behind the retaining
walls.
Positive drainage (sheet flow) 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 maintained to allow water
to freely drain as soon as possible.
Any broken sprinklers behind the retaining wall shall be turned off and repaired as soon as
possible.
Over time erosion below or above the retaining wall can occur. Eroded soils shall be
replaced and maintained to protect and extend the life of the retaining walls.
Weep holes shall be maintained to be able to freely drain throughout the life of the
retaining wall.
Cranes shall not be used above the retaining wall without approval from our office. Cranes
apply very large loads to the retaining walls and require special design considerations.
Construction equipment used above retaining walls after they are finished can damaged
the walls. Care shall be taken to protect the walls during site development. Below is a list
of some considerations that should be made to protect the walls.
Examples of construction equipment that have been shown to cause damage include
skytraks, telehandlers, concrete trucks, skid steers, excavators, and others.
Walls shall be a minimum of 2 weeks old prior to equipment use above wall.
Equipment shall not be used on wet/saturated soils above the wall where rutting occurs.
This condition increases the likelihood of damage to the retaining walls.
Equipment maybe used when it is at least 10'-0" from the front of cap of walls or 150% of
the wall height which ever is greater.
If equipment needs to be used closer than stated in item above, our office shall be
contacted to verify the wall can support the weight of the construction equipment. The
construction equipment type and weigh
Preventive Maintenance/Insnection
• 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 system's primary components.
• 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.
2
Exhibit "D"
Stormwater Structural Maintenance CHECKLIST
FREQUENT REPAIRS REPAIRS
INSPECTION DATE REQUIRED MADE NOTES
Mowin
Remove Trash and
debris
Inspect irrigation
s stem o eration
Remove grass
cli in s
Violations Noted
MINOR
INSPECTION
Condition of Pond
Amount of silt in
ond
Amount of silt in
flume
Amount of ponded
water
Amount of wetland
ve etation
Location of Erosion
Percent of
ve etation
Condition of trash
uard
Location of Erosion
MAJOR
INSPECTIONS
Condition of
Stormwater Quality
Structure
Type of Stormwater
Qualit Structure
Structure type and
Condition
Condition of Rip-
Ra
STORMWATER FACILITY MAINTENANCE AGREEMENT
Rev. 11 /17/2016
Condition of
filtration s stem
Berm or
Embankment
Settlement
Location of erosion
Evidence of
Animals
Evidence of Aquatic
life
Condition of
Aeration
Foundation
STORMWATER FACILITY MAINTENANCE AGREEMENT � O
Rev. 11 /17/2016