HomeMy WebLinkAboutContract 63879Date Received: 8/27/2025 Permit Number: USA25-00001
1:40 p.m. 63879
Time Received: City Secretary No:
UNIFIED SIGN AGREEMENT
FOR
Bonds Ranch Marketplace
This Unified Sign Agreement is made and entered into this day of August 27th,
2025, upon the following terms, covenants and agreements:
1. This Unified Sign Agreement covers real property more particularly described in
"Exhibit A" attached hereto and made a part hereof for all purposes (the "Property").
2. Bonds Ranch Owner II, LLC (the "Owner"), whose address is: 3102 Maple Avenue,
Suite 500, Dallas, Texas, 75201, are the owners of all the Property subject to this Unified
Sign Agreement.
3. Signs shall be constructed on the Property in accordance with the sign plan attached
hereto as "Exhibit B" (the "Sign Plan"). No signs shall be constructed on the Property or
allowed to remain on the Property, except as reflected on the Sign Plan.
4. All parties hereto covenant and agree that the Property covered by this Unified Sign
Agreement will be collectively treated as a single premises for the limited purpose of
determining the number, size and location of on -premise signs permitted in accordance with
Section 6.410 of the Comprehensive Zoning Ordinance of the City of Fort Worth, being
Ordinance No. 21653, as amended.
5. The covenants, limitations and restrictions contained herein shall be covenants running with
the land with respect to the Property and shall be binding on Owner and all parties having
any right, title or interest in or to the Property, or any part thereof, and their heirs,
successors and assigns.
6. Owner agrees to defend, indemnify and hold harmless the City of Fort Worth from and
against all claims or liabilities arising out of or in connection with this Unified Sign
Agreement.
7. This Unified Sign Agreement will be governed by the laws of the State of Texas.
8. This Unified Sign Agreement may be amended or terminated only in accordance with
Section 6.410(G)(2) of the Comprehensive Zoning Ordinance of the City of Fort
Worth, Ordinance No. 21653, as amended, which reads as follows:
(a) A Unified Sign Agreement may be amended or terminated as follows:
OFFICIAL RECORD
Unified Sign Agreement CITY SECRETARY Page I of 8
Revised 11.09.2020 ME FT. WORTH, TX
(i) The amendment or termination agreement shall be executed by all owners
of the properties included in the Unified Sign Agreement, and all lien
holders, other than a taxing entity, that have an interest in land covered by
the agreement or an improvement on such land.
(ii) A termination agreement shall be approved by the Development Services
Director if all signs on the property governed by the agreement are in
compliance with City sign regulations, as if no Unified Sign Agreement
had been executed. Any signs that are not in compliance shall be removed
or brought into compliance prior to approval of the agreement by the
Development Services Director.
(iii) In considering whether to approve an amendment to a Unified Sign
Agreement, the Development Services Director, as applicable, shall
consider the criteria for approval of Unified Sign Agreement set forth
Section 6.410 of the Comprehensive Zoning Ordinance of the City of Fort
Worth.
(iv) This Unified Sign Agreement or amendment is not effective until the
agreement is approved by the Development Services Director and
approved as to form by the city attorney, the agreement is filed in the deed
records in the county in which the property is located, and two -file marked
copies are delivered to the Development Services Director
9. Owner represents that there are no lien holders, other than (i) taxing entities that have an
interest in the property or any improvements on the Property, and (ii) BMO Harris Bank
N.A. pursuant to that certain Deed of Trust, Assignment of Leases and Rents, Security
Agreement and Fixture Filing, dated as of August 18, 2022, by Owner to David
Lawrence, as trustee, for the benefit of BMO Harris Bank N.A., and recorded in the
Official Records of Tarrant County, Texas, as Instrument No. D222211044. Lien holders
must also execute this agreement.
[Remainder of Page Intentionally Left Blank; Signature Pages Follow.]
Unified Sign Agreement Page 2 of 8
Revised 11.09.2020 ME
EXECUTED on the day and year first above recited.
OWNER:
Bonds Ranch Owner II LLC
a Delaware limited liability company
by: KRE AIP Sub XI LLC
a Delaware limited liability company
its sole member
by: KRE AIP V LLC
a Delaware limited liability company
i its rnager
By:
Name: en Brudney
Title: Vice President
Date: .AAJG V S7
It -lea ` o-/ f�i
THE STATE OF
COUNTY OF A/O,,) X/1T
Before me, the undersigned authority, on this date personally appeared Ben Brudney, in his/her
capacity as Vice President, Authorized Signatory of Bonds Ranch Owner II LLC, a Delaware limited
liability company, by KRE AIP Sub XI LLC, a Delaware limited liability company, its manager,
by KRE AIP V LLC, a Delaware limited liability company, known to me (or proved to me on the
basis of satisfactory evidence) to be the person whose name is subscribed to the foregoing
instrument, and acknowledged to me that he/she executed the instrument for the purposes and
considerations therein expressed, in the capacity stated, and as the act and deed of said Delaware
limited liability company.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this /7� day of
2025.
J
ELIZABETH WAGNER
NOTARY PUBLIC, STATE OF NEW YORK
Registration No. 01 WA0001528
Qualified in Kings County
Commission Expires February 15, 2027
Unified Sign Agreement
Revised 11.09.2020 JLE
otar Public in and for State of Texas
Page 3 of 8
LIEN HOLDER:
• Harris Bank,
Name: C
4t r •17
Title:
Date: C
THE STATE OF ��I 14� I §
COUNTY OF 600k— §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Illinois
on this day personally appeared psi( known to me to be the
same person whose name is subscribed to the foregoing ' trument, and acknowledged to me that the
same was the act of BMO Harris Bank, N.A., and that he/she executed the same as the act of said entities
for the purposes and consideration therein expressed and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of
, 2025.
P,
No Public in and f e State oLX-exa 11i111VIC
wrr,+ww►+kr ww�.r w,r �,
"OFFICIAL SEAL"
OPA PRANEETYOTHIN
Notary Public, State of Illinois
Commission No. 978865
My Commission Expires September 29, 2027 i
Unified Sign Agreement Page 4 of 8
Revised 11.09.2020 JLE
APPROVED AS TO FORM APPROVED:
AND LEGALITY:
a-
Dalton Harrell (Aug 27, 202512:20:28 CDT)
Christoper Austria
Sr. Assistant City Attorney
D.J. Harrell, Director
City Attorney's Office
Development Services
Date:
qn`)n as
p~
ATTEST: --y
J/va�nnette Goodall, City Secretary
City Secretary's Office
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 report requirements.
Kandice Merrick
Development Services Manager
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Unified Sign Agreement Page 5 of 8
Revised 11.09.2020 ME
"'THIS PAGE FUR UFFIUTAL UITV OF FURT WURTH UFFIUE USE UNLYNTR
STATE OF TEXAS
COUNTY OF TARRANT
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas,
on this day personally appeared D.J. Harrell, 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 the CITY OF
FORT WORTH, and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this 27th day of
August , 2025.
N EY44 '������/i
yy. ........... `Fy�i
9
l
':!pFOF,�A•'
ii��i tc�p •�3550g�'9'�O� ``��
III
Unified Sign Agreement
Revised 11.09.2020 ME
Notary Public, State of Texas
Page 6 of 8
EXHIBIT A -PROPERTY DESCRIPTION
Lot 1, Block 1, of Bonds Ranch Commerce Center, according to plat number FS-22-3 l 2, of
Tarrant County plat records, instrument number D223091992
Unified Sign Agreement Page 7 of 8
Revised 11.09.2020 ME
EXHIBIT B - SIGN PLAN
Unified Sign Agreement Page 8 of 8
Revised 11.09.2020 ME
PROJECT DIRECTORY
H OWNER, LLC
iALSTED, 2ND FLOOR, CHICAGO, IL 60618
EY
\LPHAINDPROP.COM 1404.509.6312
%L CONTRACTOR
I / BUILD
ILLE AVE., SUITE 1460, DALLAS, TX 75206
IGSWORTH, DBM
►RTH@ARCODB.COM 1 469.251.9017
ECT
SERVICES
,TE NORTH PARKWAY, SUITE 210, ATLANTA, GA 30339
RA, NCARB
,ODB.COM 1 770.541.1700 x 4131
7URAL ENGINEER
JRAL ENGINEERING
,TE NORTH PARKWAY, SUITE 210, ATLANTA, GA 30339
NS, PE, SE
RCODB.COM 1 404.783.6530
FOR ILL
ARCHITECTURAL SYl
DRAWING NUMBER 1 SIM I EXISTING COLUMN
SHEET NUMBER - A101
WALL SECTION NEW COLUMN
SYMBOL
DRAWING NUMBER 1 SIM 1 SIM
SHEET NUMBER - A101 A101
BUILDING SECTION SYMBOL
WALL FINISH
SIM T FLOOR FINISH
DRAWING NUMBER - ! 1 WALL BASE
SHEET NUMBER - A101
DETAIL CALLOUT SYMBOL
DRAWING NUMBER
t
-(?I 10'-0" DOOR NUMBER -
LAICAL ENGINEER I CEILING TYPE
TED SOLARGRAY SOLARBAN 60 LE
r3----,\, SOUTH PAINT EL
UA210SCALE: 1" = 30'-0"
02 WEST PAINT ELE\
A210 SCALE: 1" = 30'-0"
10 11 12
52'-0" 52'-0" 52'-0" 52'-0"
35'-8"
� 2 1
T/GONG A310 3-2.3 A310 -12 EQ
N774 X!:!�
3-2.4 I 1
3-2.4 3-2.4 3-2.4 3-2.3
7-2
_ I I
3-2.1 r
3-2.3
7-2
3-2.3
5-11
3-18
8-3
------------�
3-2.
-1 ELEVATION
16" = 1'-011
6 5 4
-0" 52'-0" 52'-0"
15'-6" 8'-0"
I I I
52'-0"
X Lo
X 3-18 X
v
NI 5FT FF
1—
CO
5-6
4 3 I
17
j 10 � 1Fy -- 1 75.7'---- �
5 4.0'�
y �I
BUILDING C 10
1961500 SF
o� -
I
I
PROPOSED 4' PILOT CHANNEL
3/4" WEEP HOLES THROUGH —�\/ REF. POND SHEET FOR DETAILS
CURB 10' ON -CENTER WHEN
CURB ABUTS LANDSCAPE BEDS 5.0'/
I I
s b
_00 6
3 2' FLUME REF. SHEET
4 C1.4 PAVING DETAILS
24.0'
17 18.0'
0 1 I I
o I
_ I
ILoco
r
�Lo _ I
r I
5 — 1 I
PROPOSED PUBLIC — =
DRAINAGE EASEMENT _l
� I
r �Ic6
v I
PROPOSED
10 DETENTION
POND
I
. I
I
6
3
201,500 SF I I: I _ = BUILDING C
• -....: •�. I I Q
A.I 4 196,500 SF
FL
y,•
,,Q • y �, L
• A.• JI I I Jj•••' ' l �, .. L , ..i • ,
�
TL
I'. .'
AA
'IN 4[
r..
IAA - I a ,..•.
, - A.
i
■ A • •nl �. '
:• f .r .. ,� '• .
•. I I 9 "
Y Y ' `�� •
A.
j 235.0
• *� .: FL :.. .. T� FL
AI A q •..
• �. '' i' i ° I: AEI. •� I I
'� ! • • • • ' • r I III WILLIAM G. HUGILL
A.A" d% i 4I I I AND AN LA HUGILL
�' • ! II (INST. N(W211030003)
I'.I. I II APN 208605
:.:' + •
..' ..' ' �� I L� I �•
�: r II LOT BLOCK 1
RATLIf�ADDITION
::.} �• ' A r .' I III (CAB. B, PG. 2426)
•• A.". • .: ' I • I II L & J'CALANTE
HOLDINGS, LLC
• _ ', r— : i I' i I II (INST. N D219293468)
A' , �• ' I II AP 0208613
BUILDING B �--- — —
201,500 SF •. d. , . ,.:.f ° t'I:. II LOT 3,BLOCK 1
' RATLI ADDITION
�,• I
�• I .�: A (CAB. PG. 2426)
}SHEET C1.2 - PAVING AND DIMESNSION CONTROL PLAN (2 OF 3) I '�' . I II LARSSIANCE, LLC
Ai f I' I I I (VOL. 12, PG. 66)
16'
• 2' ►
12' 0"
21211
IEDI O O 00 O O 00 1,21,2„61011
COMMERCE OCF=H7[E B 0
1' 5"
3"
i I
ELEVATION A I I I
15' 6" SIDE VIEW A
16' 0" ►
T7700-UM-T600
C3o�vc�� G�����cyG�
COMMERCE CIEH7ER
ELEVATION B
14 .090"
16'
PLAN VIEW
-. 2'
17
O
SIDE VIE\
12' 0"-
120"
ri
11
direct embed type foundation
Grade offset (ft)
24"
-1611-
9G"
NOT TO SCALE
Drilled Shaft Foundation
3' dia x 4.2' deep
or 2.5' dia x 4.6' deep
or 2' dia x 5' deep
GRADE
Cube Foundation
3.5' cube, L=W=D
I
I I
Spread Foundation (Long is perpendicularto face)
5' long x 5' wide x 1.5' deep
#5, 12" OC each way, 2 mats, 3" from top and
bottom, gentle bend around column
WIND LOAD CALC: ASCE 7-10 Section 29.4.1, Solid Freestanding Signs
Terrain K=,=1, no hill, ridge, or escarpment >15'high; Directionality Kd=0.85; Gust 13=0.85 rigid structure;
K= 2.01*(H/900)"(2/9.5)ExpC, (700&11.5)ExpD; gh,alt=0.00256*Kz*K�t*Kd*V2ult; load = 0.6W+D, D s 15 psf
A B C D E F Sign Segment ID oAH
5.0 Segment Top Above Grade, Top, ft 5.0
10.0 Segment Width, W, ft 10.0
5.0 Segment Height, H, ft 5.0
50.00 Segment Area, fit, adjusted for grade offset
0.85 Velocity Pressure Exposure Coeft; KZ
24.4 Velocity Pressure, gh,ult, psf (per segment)
1.40 Force Coefficient, Cf (per segment) 1.50
_
29.1 Wind Pressure, Pult, psf = gh,ult*G*Cf,seg
17.4 Wind Pressure, Pasd, psf = Pult*0.6
Thi
0.9 Wind Force, FSeg, kips = Pasd*Areaseg
cor
2.4 Wind Moment MSeg kip*ft = FSeg*(TopSag 0.45*HSeg)
cer
loci
"grade" = 0 ft 0.87 kip Total Shear at Grade, V = Sum (FSeg)
2.75 2.4 kip.ft Total Moment at Grade, M = SUm(Mseq)
• Sign manufacturer/installer's design, detailing, fabrication, and erection shall conform to the following
specifications: Building Code, ASTM specifications, ACI-318 for reinforced concrete, American Welding Society
Code for Welding in Building Construction, AISC Specification for Design, Fabrication, and Erection of
Structural Steel for Buildings.
• Materials of construction: (Unless noted otherwise)
• Structural steel (angles, shapes, plates, gussets): ASTM A-36, Fy=36 ksi.
• HSS steel tubing: A-500, Grade B, Round Fy=42ksi; Rectangular Fy=46ksi.
• Structural aluminum tubing: 6061-T6, or equivalent, Fy = 18 ksi at weld.
• Structural pipe: A-53, Grade B, Type E or S, Fy=35 ksi.
• Anchor bolts: ASTM F1554 Grade 36 with heavy hex at bottom, not 1 or X bolts.
• Connection bolts: A-325, snug tight.
• Rebar: ASTM 615, #6 or larger - Grade 60, #5 or smaller- Grade 40, 3" cover.
• Concrete: 2500 psi, 28 days.
• Provide coatings to prevent any possibility of corrosion.
• Welding design and fabrication according to AWS D1.1 (steel) or AWS D1.2 (aluminum).
• AWS certification required for all structural welders.
• Use D1.1 (steel) or D1.2 (aluminum) certified weld with same bending strength as column UNO.
Sc
• Embedded column acts as vertical reinforcement for drilled and cube foundations.
for
• Soil bearing capacity is Section 1806.2 Presumptive Load Bearing Value. Lateral bearing is doubled for sign
poles per 1806.3.4. Soil choice types per Table 1806.2. Soil type must be applicable for entire foundation.
co
Flat level grade and unsaturated soil matching presumptive soil type must be verified by sign installer.
&
Cube
Drilled Shaft Foundation, Code Section 1807.3.2
L=W=D
laterally unconstrained at grade
3.4
3.0 2.5
2.0 Diameter, b, ft
1(or length and width of cube) 48
3.4
4.2 4.5
5.0 Depth, D, ft
D= 0.5*A{1+[1+(4.36*Hcent/A)]^.5)
1.8
2.4 2.7
3.1 A term
A = 2.34*F/(S1*b)
230
279 301
330 S1 or S3
S1 = 2*Ssoll*D/3
100 psf/ft
Ssoil psf/ft for Clay, sandy clay, silty clay, clayey silt, silt, sandy silt
Spread Foundation
Q psf for Clay, sandy
clay, silty clay, clayey silt, silt, sandy silt = 1500
5.0
Length, L, ft
5.0
Width, W, fit
SPARKL
iSim
V
120 in
T.B.U. —
SW 7005
Pure White
SUPPORT: ASTM A53 B ROUND STEEL PIPE.
SIZE TO BE DETERMINED BY ENGINEER.
CONCRETE FOUNDATION.
SIZE TO BE .ir :. V ::, h
CRADLE SECTION
SCALE: NOT TO SCALE
24 in
r--18 in —
F16 in
— T.B.D. —
'/? BOLTS
2" X 3/16" ALUMINUM ANGLE,
ALL WELDED FRAME
2" X 3/16" STEEL ANGLE,
ALL WELDED CRADLES
3" X 3/16" STEEL ANGLE
CLIPS WELDED TO CRADLE
AND WELDED TO PIPE
ROUND ASTM A53B STEEL
PIPE FROM GRADE AND
THROUGH CABINET
MY' BOLTS
SIGN SIDE ELEVATION
c�. iW Berry DRWG.# 0001 ` If approved, please print, sign, date and fax or scan and email back to 352-460-0751 • jwberrysigns@gmail.com
DATE: 03-05-25
REV. DATE 03-18-25 Notes:
�l 'S LOCATION: Approved By: Date,
FILE: Bonds Ranch Commerce
5ALE5 REP.:
(352) 728-1119 DRAWN BY: Landlord Approval- Date:
jwberrysigns@gmail.com SCALE: NT5 pp
3203 Casteen Rd. • Leesburg, FL 34748 PAGE#: (1) of (1) i
(BY THIS PLAT)
U
/ ry0
roo
M
PUBLIC WATER
EASEMENT r {
(BY THIS PLAT)
L33 ti
0
i m
N
J
L35
ZIVE I {
:MENT
PLAT) { I co
J
in
f
I I °° {
L37 W
co
co :t {
J Lo
T
L39 Z {
{ { �—L64
L63
(,L62 { BY THIS PSAMENT
I� IJ DE
ED LINE
IJ I JI
II 1
0
PERMANENT
DRAINAGE EASEMENT
(INST. NO. D219155318)
(ABANDONED BY THIS PLAT)
CONSTRUCTION EASEMENT J Vmr%jmc
(INST. NO. D219155319) DRAINAGE E
(BY T
LOT 1, BLOCK 1
13.9274 ACRES
606,680 SQ. FT.
MIN. FFE: 777.0'
CALLED 12.5450 ACRES
BONDS RANCH OWNER II LLC
(INST. NO. D222223474)
DETENTION EASEMENT _
(BY THIS PLAT)
I
� I
ml
"I
J
"I I
�I II
15' PUBLIC WATER I
EASEMENT
(BY THIS PLAT) L90 IL88
L91 89
I I
I I
II LOT 5, BLOCK 1
II RATLIFF ADDITION
II (CAB. B, PG. 2426)
II LARS ALLIANCE, LLC
II (VOL, 16151, PG. 293)
I I
I
I
II LOT 6, BLOCK 1
II RATLIFF ADDITION
II (CAB. B, PG. 2426)
II LARS ALLIANCE, LLC
II (VOL. 16151, PG. 293)
corner;
THENCE South 20°43'24" East. continuing along the said southwest line of the corner clip, a
containing 1,808,555 square feet or 41.5187 acres of land, more or less.
OWNER'S DEDICATION
STATE OF TEXAS
COUNTY OF HARRIS
NOW AND THEREFORE, know all men by these presents that Bonds Ranch Owner I
BLOCK 1, BONDS RANCH COMMERCE CENTER an addition to the City of Fort Wo
to the public use forever the rights -of -way and easements as shown hereon.
Executed this the 221k day of M0 2023.
By: Bonds Ranch Owner II LLC, a Delaware limited liability company
By:
Paul Wasserman
Vice President
— — — STATE OF TEXAS
—N:7019444.41 COUNTY OF HARRIS
E:2326314.18
BEFORE ME, the undersigned, a Notary Public in and for the County and State, of
known to me to be the person whose name is subscribed to the foregoing instrument al
LOT 26 LOT 25 LOT 24 LOT 23 LOT 22 for the purposes and consideration therein expressed, and in the capacity therein.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the �Z"� day of V-�0
'Az )tV_kA_ V�.� ��b D
Notary Public in and for the State of New-YorkT e q S <*k" SNE Nottao ry ID #11315FONTENOT
1315
i �r
my Commission E
My Commission expires: 011 l 20 2 � ''�,� �� nkay 18, 202
NOTES
— — — — — — — — -t — — — — — — — - \ �— The bearing system for this survey is based on the Texas Coordinate System of 19812
made on September 16, 2021 with an applied combined scale factor of 1.00012.
traversing along or across portions of this addition, will remain unobstructed at all
ars whose lots are traversed by, or adjacent to, the drainage ways. The City of Fort
'osion control, and/or operation of said drainage ways. Property owners shall keep
clean and free of debris, silt or other substances, which would result in unsanitary
for the purpose of inspecting the maintenance work by the property owners. The
overflow and/or bank erosion that cannot be defined. The City of Fort Worth shall
irrence of those phenomena, nor the failure of any structure(s) within the drainage
The grid coordinates shown hereon are based on the Texas Coordinate System of 19&
projection.
The purpose of this plat is to create three lots and dedicate easements.
According to Federal Emergency Management Agency's Flood Insurance Rate Map
.,-....,........,��...J .....,..... ,1.-s.. .J Rfi___� — n An si .___._ -_. . .. — .. .