HomeMy WebLinkAboutContract 59103Date Received: 3/24/2023
Time Received: 12:00 p.m.
Record Number: PN22-00174
City Secretary No.: 59103
PUBLIC PROPERTY EASEMENT ENCROACHMENT LICENSE AGREEMENT
TIER II
THIS AGREEMENT is made and entered into by and between THE CITY OF
FORT WORTH, a home rule municipal corporation of Tarrant County, Texas ("City'),
acting by and through its duly authorized City Manager, Assistant City Manager, or
Director of the Development Services Department, and NTP35, LP, a(n) Texas limited
partnership ("Licensee"), acting by and through its duly authorized Manager.
RECITALS
WHEREAS, Licensee is the owner of the real property located at 2100 North
Tarrant Parkway, Fort Worth, Texas 76177 ("Property"), as recorded in Deed Records,
by Instrument Number D216282322, in Tarrant County, Texas, and;
WHEREAS, the City owns a water and sanitary sewer easements (the "Public
Property") adjacent to the Property, recorded in the deed records of Tarrant County by
instrument number D222291180; and
WHEREAS, Licensee desires to construct, place, and maintain certain
improvements which will encroach in, on, above, or below the Public Property; and
WHEREAS, to accommodate the needs of the Licensee, the City will allow the
encroachment under the terms and conditions as set forth in this Agreement.
NOW, THEREFORE, the City and Licensee agree as follows:
AGREEMENT
1.
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
The City, in consideration of the payment by Licensee of the fee set out below
and covenants and agreements hereinafter contained to be kept and performed by
Licensee, hereby grants permission to Licensee to encroach in, on, above, or below and
occupy a portion of the City's Public Property as described in and at the location shown
on Exhibit "A," but only to the extent shown thereon, for the purpose of constructing,
installing, and maintaining 18", 21", 24", 30", 36", 42", 48" R.C.P.s and private storm
drains (the "Encroachment"). Upon completion of the Encroachment, Licensee agrees to
be responsible for maintaining the Encroachment within the Public Property. Licensee
shall not expand or otherwise cause the Encroachment to further infringe in or on the
Public Property beyond what is specifically described in Exhibit "A."
Tier II Easement Encroachment Agreement Page 1 of 13
Revised 12/2022
2.
All construction, installation, maintenance, and operation of the Encroachment
and the use or occupancy of the Public Property shall comply with and be performed in
strict compliance with this Agreement and with the charter, ordinances, codes, and
policies of the City. Prior to the construction or installation of the Encroachment,
Licensee shall submit all plans and specifications to the Director of the Development
Services Department or duly authorized representative. Licensee shall not commence
construction or installation of the Encroachment nor make any use of the Public Property
until after the execution of this Agreement.
3.
Licensee, at no expense to the City, shall make proper provisions for the
relocation and installation of any existing or future utilities affected by such
Encroachment and the use and occupancy of the Public Property, including the securing
the approval and consent of the appropriate utility companies and agencies of the State of
Texas and its political subdivisions. In the event that any installation, reinstallation,
relocation, or repair of any existing or future utility or improvements owned by or
constructed by or on behalf of the public or at public expense is made more costly by
virtue of the construction, maintenance, or existence of the Encroachment and use of
Public Property, Licensee shall pay to City an additional amount equal to such additional
cost as determined by the Director of Transportation and Public Works, the Director of
the Water Department, the Director of the Development Services Department, or their
duly authorized representative.
4.
Licensee agrees that City may enter and utilize the Public Property at any time for
any public purpose, including installing, repairing, replacing, or maintaining
improvements to its public facilities or utilities necessary for the health, safety, and
welfare of the public. The City shall have no responsibility or liability for any damages
related to the Encroachment resulting from the City's use of the Public Property;
however, the City shall make reasonable efforts to minimize such damage.
5.
Upon termination of this Agreement, Licensee shall, at the option of and at no
expense to the City, remove the Encroachment and restore the Public Property to a
condition acceptable to the Director of Transportation and Public Works, the Director of
the Water Department, the Director of the Development Services Department or their
duly authorized representative. Any such removal of the Encroachment shall be in
accordance with then -existing City regulations and policies. It is understood and agreed
Tier II Easement Encroachment Agreement Page 2 of 13
Revised 12/2022
to by Licensee that if this Agreement terminates and Licensee fails to remove the
Encroachment and restore the Public Property, Licensee hereby gives City permission to
remove the Encroachment and any supporting structures from the Public Property, to
restore the Public Property, and to assess alien on the Property for the costs expended by
the City in taking such actions.
6.
In order to defray all costs of inspection and supervision which the City has
incurred or will incur as a result of the construction, maintenance, inspection or
management of the Encroachment and use of Public Property as provided for by this
Agreement, Licensee agrees to pay to City at the time this Agreement is requested an
application fee in the sum of Nine Hundred Dollars ($900.00).
7.
The term of this Agreement shall be for thirty (30) years, commencing on the
date this Agreement is executed by City. However, the City may terminate this
Agreement upon Licensee's noncompliance with any of the terms of this Agreement.
City shall notify Licensee in writing of any such noncompliance and if Licensee does not
cure the noncompliance within thirty (30) days of notice from City, the City may
terminate this Agreement. However, the City may, at its sole option, allow the Agreement
to remain in effect so long as Licensee has taken reasonable measures to cure the
noncompliance or is continuing to diligently attempt to remedy the noncompliance.
8.
It is further understood and agreed between the parties hereto that the Public
Property to be used and encroached upon is held by City as trustee for the public; that
City exercises such powers over the Public Property as have been delegated to it by the
Constitution of the State of Texas or by the Texas Legislature; and that City cannot
contract away its duty and its legislative power to control the Public Property for the use
and benefit of the public. It is accordingly agreed that if the governing body of City may
at any time during the term hereof determine in its sole discretion to use or cause or
permit the Public Property to be used for any other public purpose, including but not
being limited to underground, surface, or overhead communication, drainage, sanitary
sewerage, transmission of natural gas or electricity, or any other public purpose, whether
presently contemplated or not, that the parties agree to negotiate in good faith in order to
accommodate both the Encroachment and the public purpose.
9.
LICENSEE COVENANTS AND AGREES TO INDEMNIFY, AND DOES
HEREBY INDEMNIFY, HOLD HARMLESS, AND DEFEND CITY, ITS
Tier II Easement Encroachment Agreement Page 3 of 13
Revised 12/2022
OFFICERS, AGENTS, SERVANTS, EMPLOYEES, AND ELECTED OFFICIALS
FROM AND AGAINST ANY AND ALL CLAIMS OR SUITS FOR PROPERTY
DAMAGE OR LOSS AND/OR PERSONAL INJURY, INCLUDING DEATH, TO
ANY AND ALL PERSONS, OF WHATSOEVER KIND OR CHARACTER,
WHETHER REAL OR ASSERTED, ARISING OUT OF OR IN CONNECTION
WITH, DIRECTLY OR INDIRECTLY, THE CONSTRUCTION,
MAINTENANCE, OCCUPANCY, USE, EXISTENCE, OR LOCATION OF THE
ENCROACHMENT AND USES GRANTED HEREUNDER, WHETHER OR NOT
CAUSED, IN WHOLE OR IN PART, BY THE ALLEGED NEGLIGENCE OF
OFFICERS, AGENTS, SERVANTS, EMPLOYEES, CONTRACTORS,
SUBCONTRACTORS, LICENSEES, ELECTED OFFICIALS, OR INVITEES OF
THE CITY; AND LICENSEE HEREBY ASSUMES ALL LIABILITY AND
RESPONSIBILITY FOR SUCH CLAIMS OR SUITS. LICENSEE SHALL
LIKEWISE ASSUME ALL LIABILITY AND RESPONSIBILITY AND SHALL
INDEMNIFY CITY FOR ANY AND ALL INJURY OR DAMAGE TO CITY
PROPERTY ARISING OUT OF OR IN CONNECTION WITH THE
ENCROACHMENTS AND ANY AND ALL ACTS OR OMISSIONS OF
LICENSEE, ITS OFFICERS, AGENTS, SERVANTS, EMPLOYEES,
CONTRACTORS, SUBCONTRACTORS, LICENSEES, OR INVITEES.
10.
While this Agreement is in effect, Licensee agrees to furnish City with a
Certificate of Insurance naming City as certificate holder as proof that is has secured and
paid for a policy of public liability insurance covering all public risks related to the
proposed use and occupancy of public property as located and described in Exhibit "C."
The amounts of such insurance shall be not less than
$1,000,000
with the understanding and agreement by Licensee that such insurance amounts may be
revised upward at City's option and that Licensee shall so revise such amounts
immediately following notice to Licensee of such requirement. Such insurance policy
shall not be canceled or amended without at least thirty (30) days prior written notice to
the Building Official of the City. A copy of such Certificate of Insurance is attached as
Exhibit "B" and incorporated herein for all purposes. Licensee agrees, binds, and
obligates itself and its successors and assigns to maintain and keep in force such public
liability insurance at all times during the term of this Agreement and until the removal of
the Encroachment and restoration of the Public Property. All insurance coverage
required herein shall include coverage of all Licensee's contractors and subcontractors.
11.
Licensee agrees to deposit with the City when this Agreement is executed a
sufficient sum of money to be used to pay necessary fees to record this Agreement in the
Tier II Easement Encroachment Agreement Page 4 of 13
Revised 12/2022
real property records of the county in which the Encroachment is located. After being
recorded, the original shall be returned to the City Secretary of the City of Fort Worth.
12.
Licensee agrees to comply fully with all applicable federal, state, and local laws,
statutes, ordinances, codes, and regulations in connection with the construction,
operation, and maintenance of the Encroachment and use of the Public Property.
13.
Licensee agrees to pay promptly when due all fees, taxes, or rentals provided for
by this Agreement or by any federal, state, or local statute, law, or regulation.
14.
Licensee covenants and agrees that it shall operate hereunder as an independent
contractor as to all rights and privileges granted hereunder and not as an officer, agent,
servant, or employee of City, and Licensee shall have exclusive control of and the
exclusive right to control the details of its operations, and all persons performing same,
and shall be solely responsible for the acts and omissions of its officers, agents, servants,
employees, contractors, subcontractors, licensees, and invitees. The doctrine of
respondeat superior shall not apply as between City and Licensee, its officers, agents,
servants, employees, contractors, and subcontractors, and nothing herein shall be
construed as creating a partnership or joint enterprise between City and Licensee.
15.
Licensee agrees and acknowledges that this Agreement is solely for the purpose
of permitting Licensee to construct, maintain, and locate the Encroachment over or within
the Public Property and is not a conveyance of any right, title, or interest in or to the
Public Property, nor is it meant to convey any right to use or occupy property in which a
third -parry may have an interest. Licensee agrees that it will obtain all necessary
permissions before occupying such property.
16.
In any action brought by the City for the enforcement of the obligations of the
Licensee, City shall be entitled to recover interest and reasonable attorneys' fees.
17.
Tier II Easement Encroachment Agreement Page 5 of 13
Revised 12/2022
The parties agree that the duties and obligations contained in Section 5 shall
survive the termination of this Agreement.
18.
Licensee covenants and agrees that it will not assign all or any of its rights,
privileges, or duties under this Agreement without the written approval of the City, and
any attempted assignment without such written approval shall be void. In the event
Licensee conveys the Property, Licensee may assign all of its rights and obligations under
this Agreement to the new owner of the Property, and Licensee shall be deemed released
from its duties and obligations hereunder upon City's approval in writing of such
assignment, which approval shall not be unreasonably conditioned or withheld.
Foreclosure by a secured lender of Licensee or assignment to a secured lender by
Licensee in the event of default or otherwise shall not require City approval provided that
said lender notifies City in writing within sixty (60) days of such foreclosure or
assignment and assumes all of Licensee's rights and obligations hereunder. However, no
change of ownership due to foreclosure or assignment to any secured lender of Licensee
shall be effective as to City unless and until written notice of such foreclosure or
assignment is provided to City.
19.
Any cause of action for breach of this Agreement shall be brought in Tarrant
County, Texas. This Agreement shall be governed by the laws of the State of Texas.
assigns.
20.
This Agreement shall be binding upon the parties hereto and their successors and
21.
This Agreement may be executed in multiple counterparts, each of which shall be
considered an original, but all of which shall constitute one instrument
[SIGNATURES APPEAR ON FOLLOWING PAGE]
Tier II Easement Encroachment Agreement Page 6 of 13
Revised 12/2022
City:
CITY OF FORT WORTH
By: DJ Harrell (Mar 23, 202315:38 CDT)
D.J. Harrell, Director of the
Development Services Department
Date: Mar 23, 2023
ATTEST:
Jannette Goodall,
City Secretary
Date: Mar 24, 2023
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Licensee:
NTP35, LP
a Texas limited partnership
by: NTP Investments, LLC
a Texas limited liability company
its general partner
By:
Name: Steve McKeever
Title: Manager
Date: 9_21_2023
Approved As To Form and Legality
Thomas Royce Hansen
Assistant City Attorney
Date: Mar 10, 2023
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.
1?21191 G'q 011teg OWge
Rebecca Diane Owen (Mar 10, 2023 10:27 CST)
Rebecca Owen
Development Services
Date: Mar 10, 2023
Tier II Easement Encroachment Agreement OFFICIAL RECORD page 7 of 13
CITY SECRETARY Revised 12/2022
FT. WORTH, TX
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
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 23rd day of
March � 20 23
Bichson Digitally signed byBichson �pRYPGe My Comm. Exp. Oct. 13, 2025 BICH SON THI NGUYEN
Nguyen 2 p Notary Public
Nguyen Date: 2023.03.2317:29:56 • * STATE OF TEXAS
-05'00' ��oFP Notary I.D. 133389224
Notary Public in and for the State of Texas
After recording return to:
Development Services Department
Development Coordination Office
200 Texas Street
Fort Worth, Texas 76102
Tier II Easement Encroachment Agreement Page 8 of 13
Revised 12/2022
STATE OF r §
COUNTY OF §
1
BEFORE ME, the undersigned authority, a Notary Public in and for the State of
on this day personally appeared Steve McKeever, Manager (Title) known to
me to be the person whose naive is subscribed to the foregoing instru vent, and
acknowledged to me that he or she executed the same for the purposes and consideration
therein expressed, as the act and deed of NTP35, LP, a Texas litnited partnership (entity
type), and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this c--W day of
20 A .
Notary. W 0//447( Wo. 4 r-e-F -
Public in and for
State • &-?
Tier II Easement Encroachment Agreement
�P��PvaM
LOR of Texas03-202415-6
Page 9 of 13
Revised 12/2022
EXHIBIT A
Le gal Description of the Licensee's Property
Tract 1
Being a 171.49-acre tract of land situated in the William McCowen Survey, Abstract
Number 999 in Tarrant County, Texas and being the residue of that 173.676 acre
tract of land described as Tract 1 in deeds to Ellesmere Investment Corporation,
N.V. as recorded in Volume 6617, Page 99 and in Volume 6709, Page 791, ofDeed
Records of Tarrant County, Texas
Tract 2
EING a 146.11-acre tract of land situated in the William McCowen Survey Abstract
Number 999 in Tarrant County, Texas and being the residue of that 165.87-acre
tract of land described as Tract2 in deeds to Ellesmere Investment Corporation,
N.V. as recorded in Volume 6617, Page 99 and In Volume 6709, page 791 ofthe
Deed Records ofTarrant County, Texas
Tier II Easement Encroachment Agreement Page 10 of 13
Revised 12/2022
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Depiction of the Public Property
Tier II Easement Encroachment Agreement Page 11 of 13
Revised 12/2022
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EXHIBIT C
Depiction and description of the Encroachment
Tier II Easement Encroachment Agreement Page 12 of 13
Revised 12/2022
NORTH CITY
ENCROACHMENT OVERVIEW
VIEW
N
W+E
s
GRAPHIC SCALE 1"=100'
0 100 200 300
LEGEND
W
WATER LINE
S
SEWER LINE
S
EX. SEWER LINE
•
SANITARY
SEWER M.H.
- - -
- EASEMENT
STORM DRAIN
INLET/
STORM DRAIN
LOT 7, BLOCK 1
TRACT 2
PRIVATE 24" R.C.P. / NTP35, LP
EX. 15" SANITARY
SEWER LINE BY OTHERS
15' PUBLIC
WATER EASEMENT i
LOT 4, BLOCK 5
LOT 1, BLOCK 4
D216282322
O.P.R.T.C.T.
60' PUBLIC
�P SEWER EASEMENT
PUBLIC 10" SANITARY
SEWER LINE
PRIVATE 21 " R. C. P.
ENCROACHMENT No. 6
\ LOT 1, BLOCK 2
\\
LOTS, BLOCK 1
NORTH CITY ADDITION
D219223312
O.P.R.T.C.T.
-o
PRIVATE 18" R.C.P.
PUBLIC 8" PRIVATE DRAINAGE
WATER LINE EASEMENT
LOT 1, BLOCK 4
LIVING SPACES WAY
D27 9223312, O. P. R. T. C. T.
LOT 3, BLOCK 3
ENCROACHMENT No. 8
T'Ft>EV�AIFRED we PRIVATE 24" R.C.P.
PUBLIC 8" WATER LINE
PUBLIC WATER &
SEWER EASEMENT
PUBLIC 8" SANITARY PRIVATE
SEWER LINE DRAINAGE EASEMENT
SHEET 2 OF 36
NORTH CITY
ENCROACHMENT OVERVIEW
N
W+E
S
GRAPHIC SCALE 1"=100'
0 100 200 300
\ T C'
PRIVATE 30" R.C.P. -
ENCROACHMENT No. 11
LOT 1, BLOCK 2
PUBLIC SEWER
EASEMENT
LEGEND
W
WATER LINE
S
SEWER LINE
S
EX. SEWER LINE
•
SANITARY
SEWER M.H.
- - -
- EASEMENT
STORM DRAIN
INLET/
STORM DRAIN
PP\ EPAP,FD BY:
\ PUBLIC 8"
\ SANITARY SEWER
\ LOT 1, BLOCK 2
PUBLIC 12"
WATER LINE
/ PUBLIC WATER &
SEWER EASEMENT
ENCROACHMENT No. 10
!) LOT 2, BLOCK 3
PRIVATE
DRAINAGE EASEMENT
-PRIVATE 18" R.C.P.
ENCROACHMENT No. 27
ENCROACHMENT No. 12
PUBLIC WATER EASEMENT
PRIVATE 42" R.C.P.
/ LOT 2, BLOCK 2
PUBLIC SEWER
EASEMENT
ENCROACHMENT No. 13
PRIVATE DRAINAGE
EASEMENT
\ \ PRIVATE 36" R.C.P.
PUBLIC 30'' 0, \\ \
SEWER EASEMENT \ \ \
EX. 15" SANITARY s \\
SEWER LINE BY OTHERS \\ \ \ \\
s
SHEET 3 OF 36
i
WATER EASEMENT
l \� ORTH CITY
NORTH
DRAINAGE EASEMENT
PRIVATE 36" R.C.P.
ENCROACHMENT OVERVIEW
PRIVATE 36" R.C.P.
PRIVATE 30" R.C.P.
ENCROACHMENT No. 14
PRIVATE 18" R.C.P.
LOT 2, BLOCK 3
LOT 2, BLOCK 2
I
ENCROACHMENT No. 15
� �
PRIVATE 42" R.C.P.
I
PUBLIC 8" WATER LINE
GRAPHIC SCALE 1°=100'
I
STEEL ENCASEMENT
I
I
0 100 200 300
I
r -
I
�II
I
u
I
i I
ENCROACHMENT No. 16
LOT 1, BLOCK 3
PRIVATE 21 " R.C.P.
PRIVATE 2 1 " R.C.P.
OiI
i
ENCROACHMENT No. 17
LOT 3, BLOCK 2
nl
I
I
PRIVATE 24" R.C.P.
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I
ENCROACHMENT No. 18
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LEGEND
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WATER LINE
S
SEWER LINE
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EX. SEWER LINE
•
SANITARY
SEWER M.H.
— — —
— EASEMENT
STORM DRAIN
INLET/
STORM DRAIN
PB EPAUT) BY:
PRIVATE 48" R.C.P.
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ENCROACHMENT No. 19
\ LOT 4, BLOCK 2 \
LOT 4, BLOCK 2
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P IVATE
DRAINAGE
EASEMENT
PUBLIC 60'
SEWER EASEMENT
PRIVATE 2-24" R.C.P.
ENCROACHMENT No. 20
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��U S• 287 FRONTAGE ROAD
EX. 15 SANITARY
SEWER LINE BY OTHERS
SHEET 4 OF 36
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NORTH CITY
ENCROACHMENT OVERVIEW
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GRAPHIC SCALE 1"=100'
0 100 200 300
1 Cr_CA111
W
WATER LINE
SEWER LINE
S
S
EX. SEWER LINE
•
SANITARY
SEWER M.H.
— — —
— EASEMENT
STORM DRAIN
INLET/
STORM DRAIN
PREPARED BY:
PUBLIC WATER EASEMENT
PUBLIC 8" WATER LINE
PRIVATE DRAINAGE EASEMENT
LOT 9, BLOCK 1 PRIVATE 5' x 4' R.C.B.
NORTH CITY ADDITION �I
D219223312 PRIVATE
O.P.R.T.C.T. DRAINAGE EASEMENT �I
ENCROACHMENT No. 21
PRIVATE
DRAINAGE
PRIVATE
36" R.C.P.
s
PUBLIC
SEWER EASEMENT
s—
ENCROACHMENTINo. 22 PRIVATE J v
42" R. C. P.
PRIVATE 8' x 5' R.C.B. —
LOT 1, BLOCK 3 I ENCROACHMENT No. 23 -
PUBLIC 8"
SANITARY SEWER
PUBLIC 8" J
WATER LINE
PUBLIC WATER®
EASEMENT j
NORTH c=1T��
DRIVE
1p.,
PUBLIC WATER &
SEWER EASEMENT
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ENCROACHMENT No. 24
PRIVATE 2-30" R.C.P.
CHMENT No. 25
ENCROACHMENT No. 26
A� � PRIVATE 18" R.C.P.
PRIVATE 8" SANITARY SEWER
PUBLIC SEWER EASEMENT
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Li
SHEET 5 OF 36
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 1
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 85 degrees 36 minutes 50 seconds East, across said NTP35 Tract 2, a distance of 1041.07 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 89 degrees 26 minutes 51 seconds East, a distance of 60.00 feet;
South 00 degrees 33 minutes 09 seconds East, a distance of 15.00 feet;
South 89 degrees 26 minutes 51 seconds West, a distance of 60.00 feet;
North 00 degrees 33 minutes 09 seconds West, a distance of 15.00 feet to the POINT OF BEGINNING and containing
900 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
Job No.: 10860 Scale: NONE
GMciva Drafted: T.J.M. Checked: J.S.B.
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373 Date Prepared: 10/26/2022
TxEng Firm # F-2944 I TxSury Firm # 10021700
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1 JOEL S. BARTON i
0 4914 —
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42
20/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 2
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 69 degrees 46 minutes 35 seconds East, across said NTP35 Tract 2, a distance of 1109.87 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 89 degrees 26 minutes 51 seconds East, a distance of 50.00 feet;
South 00 degrees 33 minutes 09 seconds East, a distance of 15.00 feet;
South 89 degrees 26 minutes 51 seconds West, a distance of 50.00 feet;
North 00 degrees 33 minutes 09 seconds West, a distance of 15.00 feet to the POINT OF BEGINNING and containing
750 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
GMciva
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Job No.: 10860
Scale: NONE
Drafted: T.J.M.
Checked: J.S.B
Date Prepared: 10/26/2022
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Sheet l
2 JOEL S. BARTON 1
0 4914 —
�OFES S \0�P Iq
o <gN0SURVEy�
42 10/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 3
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 63 degrees 13 minutes 06 seconds East, across said NTP35 Tract 2, a distance of 1203.07 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 89 degrees 37 minutes 52 seconds East, a distance of 27.32 feet;
North 44 degrees 32 minutes 50 seconds East, a distance of 54.74 feet;
South 45 degrees 33 minutes 09 seconds East, a distance of 20.00 feet;
South 44 degrees 32 minutes 50 seconds West, a distance of 63.08 feet;
South 89 degrees 37 minutes 52 seconds West, a distance of 15.49 feet;
North 45 degrees 33 minutes 09 seconds West, a distance of 28.38 feet to the POINT OF BEGINNING and containing
1,606 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
Job No.: 10860 Scale: NONE
GMciva Drafted: T.J.M. Checked: J.S.B.
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373 Date Prepared: 10/26/2022
TxEng Firm # F-2944 I TxSury Firm # 10021700
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P�SOFTF'r
�� . G\ST ER 9�
Sheet l
3 JOEL S. BARTON 1
0 4914 —
�OFES S \0�P Iq
O <gN0SURVEy0
42 20/26/2022
EXHIBIT "A''
ENCROACHMENT AGREEMENT TRACT No. 4
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 61 degrees 34 minutes 40 seconds East, across said NTP35 Tract 2, a distance of 1286.48 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 44 degrees 26 minutes 51 seconds East, a distance of 84.00 feet;
South 45 degrees 33 minutes 09 seconds East, a distance of 25.00 feet;
South 44 degrees 26 minutes 51 seconds West, a distance of 84.00 feet;
North 45 degrees 33 minutes 09 seconds West, a distance of 25.00 feet to the POINT OF BEGINNING and containing
2,100 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
Job No.: 10860 Scale: NONE
GMciva Drafted: T.J.M. Checked: J.S.B.
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373 Date Prepared: 10/26/2022
TxEng Firm # F-2944 I TxSury Firm # 10021700
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P�SOFTF'r
�� . G\ST ER 9�
Sheet l
4 JOEL S. BARTON 1
0 4914 —
�OFES S \0�P Iq
O <gN0SURVEy0
42 20/26/2022
EXHIBIT "A"
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 60 degrees 29 minutes 56 seconds East, across said NTP35 Tract 2, a distance of 1376.76 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 44 degrees 26 minutes 51 seconds East, a distance of 84.00 feet;
South 45 degrees 33 minutes 09 seconds East, a distance of 15.00 feet;
South 44 degrees 26 minutes 51 seconds West, a distance of 84.00 feet;
North 45 degrees 33 minutes 09 seconds West, a distance of 15.00 feet to the POINT OF BEGINNING and containing
1,260 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
Job No.: 10860 Scale: NONE
GMciva Drafted: T.J.M. Checked: J.S.B.
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373 Date Prepared: 10/26/2022
TxEng Firm # F-2944 I TxSury Firm # 10021700
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P�SOFTF'r
�� G\ST ER 9�
Sheet l
5 JOEL S. BARTON 1
0 4914 —
�OFESS\OAP Iq
O <gN0SURVEyo
42
20/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 6
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 45 degrees 32 minutes 59 seconds East, across said NTP35 Tract 2, a distance of 2108.53 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 44 degrees 26 minutes 51 seconds East, a distance of 14.86 feet;
South 47 degrees 23 minutes 30 seconds East, a distance of 15.01 feet;
North 44 degrees 26 minutes 51 seconds East, a distance of 5.00 feet;
South 46 degrees 51 minutes 30 seconds East, a distance of 50.01 feet;
South 44 degrees 26 minutes 51 seconds West, a distance of 20.01 feet;
North 46 degrees 51 minutes 30 seconds West, a distance of 65.02 feet to the POINT OF BEGINNING and containing
1,224 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
GMciva
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Job No.: 10860
Scale: NONE
Drafted: T.J.M.
Checked: J.S.B.
Date Prepared: 10/26/2022
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P�SOFTF'r
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Sheet �o.
6 JOEL S. BARTON 1
0 4914 —
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O <gN0SURVEy0
42 10/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 7
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 70 degrees 13 minutes 00 seconds East, across said NTP35 Tract 2, a distance of 2344.97 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 44 degrees 26 minutes 51 seconds East, a distance of 15.00 feet;
South 45 degrees 33 minutes 09 seconds East, a distance of 15.00 feet;
South 44 degrees 26 minutes 51 seconds West, a distance of 15.00 feet;
North 45 degrees 33 minutes 09 seconds West, a distance of 15.00 feet to the POINT OF BEGINNING and containing
225 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
GMciva
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Job No.: 10860
Scale: NONE
Drafted: T.J.M.
Checked: J.S.B.
Date Prepared: 10/26/2022
go-tgl.
P�SOFTF'r
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7 JOEL S. BARTON 1
0 4914 —
�OFES S \0�P
O <gIq
N0SURVEy0
42 20/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 8
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 62 degrees 53 minutes 46 seconds East, across said NTP35 Tract 2, a distance of 2743.49 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 89 degrees 26 minutes 51 seconds East, a distance of 60.50 feet;
South 00 degrees 33 minutes 09 seconds East, a distance of 11.69 feet to the beginning of a tangent curve to the
right, having a radius of 327.50 feet;
Southeasterly, along said curve, having a central angle of 00 degrees 34 minutes 47 seconds, an arc distance of
3.31 feet, and a chord that bears South 00 degrees 15 minutes 46 seconds East, 3.31 feet;
South 89 degrees 26 minutes 51 seconds West, non -tangent to said curve, a distance of 60.50 feet to the beginning
of a non -tangent curve to the left, having a radius of 267.00 feet;
Northwesterly, along said curve, having a central angle of 00 degrees 42 minutes 39 seconds, an arc distance of
3.31 feet, and a chord that bears North 00 degrees 1 1 minutes 49 seconds West, 3.31 feet;
North 00 degrees 33 minutes 09 seconds West, tangent to said curve, a distance of 11.69 feet to the POINT OF
BEGINNING and containing 908 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
Job No.: 10860 Scale: NONE
GMciva Drafted: T.J.M. Checked: J.S.B
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373 Date Prepared: 10/26/2022
TxEng Firm # F-2944 I TxSury Firm # 10021700
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P�SOFTF'r
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Sheet l
8 JOEL S. BARTON 1
0 4914 —
�OFES S \0�P Iq
O <gN0SURVEy0
42 20/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 9
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 53 degrees 41 minutes 09 seconds East, across said NTP35 Tract 2, a distance of 2594.66 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 44 degrees 26 minutes 51 seconds East, a distance of 63.00 feet;
South 45 degrees 33 minutes 09 seconds East, a distance of 20.00 feet;
South 44 degrees 26 minutes 51 seconds West, a distance of 63.00 feet;
North 45 degrees 33 minutes 09 seconds West, a distance of 20.00 feet to the POINT OF BEGINNING and containing
1,260 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
Job No.: 10860 Scale: NONE
GMciva Drafted: T.J.M. Checked: J.S.B.
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373 Date Prepared: 10/26/2022
TxEng Firm # F-2944 I TxSury Firm # 10021700
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P�SOFTF'r
�� G\ST ER 9�
Sheet l
9 JOEL S. BARTON 1
0 4914 —
�OFESS\OAP Iq
O <gN0SURVEy0
42
20/26/2022
1W371171W�11
ENCROACHMENT AGREEMENT TRACT No. 10
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 56 degrees 53 minutes 30 seconds East, across said NTP35 Tract 2, a distance of 2759.08 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 44 degrees 26 minutes 51 seconds East, a distance of 15.00 feet;
South 45 degrees 33 minutes 09 seconds East, a distance of 60.50 feet;
South 44 degrees 26 minutes 51 seconds West, a distance of 15.00 feet;
North 45 degrees 33 minutes 09 seconds West, a distance of 60.50 feet to the POINT OF BEGINNING and containing
908 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
GMciva
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Job No.: 10860
Scale: NONE
Drafted: T.J.M.
Checked: J.S.B
Date Prepared: 10/26/2022
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Sheet l
10 JOEL S. BARTON i
0 4914 —
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42
10/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 11
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 52 degrees 36 minutes 25 seconds East, across said NTP35 Tract 2, a distance of 2728.45 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 43 degrees 44 minutes 51 seconds East, a distance of 15.00 feet;
South 45 degrees 33 minutes 09 seconds East, a distance of 30.00 feet;
South 43 degrees 44 minutes 51 seconds West, a distance of 15.00 feet;
North 45 degrees 33 minutes 09 seconds West, a distance of 30.00 feet to the POINT OF BEGINNING and containing
450 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
Job No.: 10860 Scale: NONE
GMciva Drafted: T.J.M. Checked: J.S.B
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373 Date Prepared: 10/26/2022
TxEng Firm # F-2944 I TxSury Firm # 10021700
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Sheet l
1 JOEL S. BARTON i
0 4914 —
�OFESS\OAP Iq
O <gN0SURVEy0
42
10/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 12
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 53 degrees 24 minutes 15 seconds East, across said NTP35 Tract 2, a distance of 2873.85 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 44 degrees 26 minutes 51 seconds East, a distance of 15.00 feet;
South 45 degrees 33 minutes 09 seconds East, a distance of 15.00 feet;
South 44 degrees 26 minutes 51 seconds West, a distance of 15.00 feet;
North 45 degrees 33 minutes 09 seconds West, a distance of 15.00 feet to the POINT OF BEGINNING and containing
225 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
GMciva
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Job No.: 10860
Scale: NONE
Drafted: T.J.M.
Checked: J.S.B.
Date Prepared: 10/26/2022
go-tgl.
P�SOFTF'r
Sheet
12 JOEL S. BARTON 1
0 4914
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N0SURVEy0
42 20/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 13
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 46 degrees 09 minutes 25 seconds East, across said NTP35 Tract 2, a distance of 2708.37 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
South 46 degrees 51 minutes 30 seconds East, a distance of 33.66 feet;
South 07 degrees 21 minutes 46 seconds West, a distance of 18.49 feet;
North 46 degrees 51 minutes 30 seconds West, a distance of 36.98 feet;
North 07 degrees 21 minutes 46 seconds East, a distance of 12.98 feet;
North 44 degrees 26 minutes 51 seconds East, a distance of 4.47 feet to the POINT OF BEGINNING and containing
547 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
GMciva
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Job No.: 10860
Scale: NONE
Drafted: T.J.M.
Checked: J.S.B.
Date Prepared: 10/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 14
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 52 degrees 58 minutes 20 seconds East, across said NTP35 Tract 2, a distance of 3156.20 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 44 degrees 26 minutes 51 seconds East, a distance of 15.00 feet;
South 45 degrees 33 minutes 09 seconds East, a distance of 20.00 feet;
South 44 degrees 26 minutes 51 seconds West, a distance of 15.00 feet;
North 45 degrees 33 minutes 09 seconds West, a distance of 20.00 feet to the POINT OF BEGINNING and containing
300 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
Job No.: 10860 Scale: NONE
GMciva Drafted: T.J.M. Checked: J.S.B.
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373 Date Prepared: 10/26/2022
TxEng Firm # F-2944 I TxSury Firm # 10021700
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Sheet l
14 JOEL S. BARTON 1
0 4914
�OFES S \0�P Iq
O <gN0SURVEy0
42 10/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 15
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 52 degrees 37 minutes 01 seconds East, across said NTP35 Tract 2, a distance of 3192.11 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 44 degrees 26 minutes 51 seconds East, a distance of 15.00 feet;
South 45 degrees 33 minutes 09 seconds East, a distance of 18.00 feet;
South 44 degrees 26 minutes 51 seconds West, a distance of 15.00 feet;
North 45 degrees 33 minutes 09 seconds West, a distance of 18.00 feet to the POINT OF BEGINNING and containing
270 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
GMciva
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Job No.: 10860
Scale: NONE
Drafted: T.J.M.
Checked: J.S.B
Date Prepared: 10/26/2022
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Sheet l
15 JOEL S. BARTON 1
0 4914
�OFESS\OAP Iq
O <gN0SURVEyo
42
10/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 16
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 52 degrees 17 minutes 21 seconds East, across said NTP35 Tract 2, a distance of 3346.68 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 44 degrees 26 minutes 51 seconds East, a distance of 15.00 feet;
South 45 degrees 33 minutes 09 seconds East, a distance of 18.00 feet;
South 44 degrees 26 minutes 51 seconds West, a distance of 15.00 feet;
North 45 degrees 33 minutes 09 seconds West, a distance of 18.00 feet to the POINT OF BEGINNING and containing
270 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
Job No.: 10860 Scale: NONE
GMciva Drafted: T.J.M. Checked: J.S.B.
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373 Date Prepared: 10/26/2022
TxEng Firm # F-2944 I TxSury Firm # 10021700
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Sheet l
16 JOEL S. BARTON 1
0 4914
�OFES S \0�P Iq
O <gN0SURVEy0
42 10/26/2022
100011/11 W11
ENCROACHMENT AGREEMENT TRACT No. 17
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), being a portion of Lot 9, Block 1 of Lots 1 thru 9, Block 1, North City Addition, an
addition to the City of Fort Worth, Tarrant County, Texas as recorded in D219223312, OPRTCT, and being more
particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 52 degrees 21 minutes 33 seconds East, across said NTP35 Tract 2, a distance of 3439.03 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2 and said Lot 9, Block 1, as follows:
North, a distance of 21.01 feet;
South 45 degrees 33 minutes 09 seconds East, a distance of 20.96 feet;
South, a distance of 21.01 feet;
THENCE North 45 degrees 33 minutes 09 seconds West, across said NTP35 Tract 2, a distance of 20.96 feet to the POINT
OF BEGINNING and containing 314 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
Job No.: 10860 Scale: NONE
GMciva Drafted: T.J.M. Checked: J.S.B
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373 Date Prepared: 10/26/2022
TxEng Firm # F-2944 I TxSury Firm # 10021700
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Sheet l
1 JOEL S. BARTON 1
/ 0 4914
�OFES S \OAP Iq
O <gN0SURVEyo
42
10/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 18
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), being a portion of Lot 9, Block 1 of Lots 1 thru 9, Block 1, North City Addition, an
addition to the City of Fort Worth, Tarrant County, Texas as recorded in D219223312, OPRTCT, and being more
particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 52 degrees 09 minutes 32 seconds East, across said NTP35 Tract 2, a distance of 3542.83 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2 and said Lot 9, Block 1, as follows:
North 00 degrees 28 minutes 58 seconds West, a distance of 21.19 feet;
South 45 degrees 33 minutes 09 seconds East, a distance of 21.16 feet;
South 00 degrees 28 minutes 58 seconds East, a distance of 21.19 feet;
THENCE North 45 degrees 33 minutes 09 seconds West, across said NTP35 Tract 2, a distance of 21.16 feet to the POINT
OF BEGINNING and containing 317 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
GMciva
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Job No.: 10860
Scale: NONE
Drafted: T.J.M.
Checked: J.S.B.
Date Prepared: 10/26/2022
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Sheet l
1 Q JOEL S. BARTON 1
0 0 4914
�OFES S \0�P Iq
O <gN0SURVEy0
42 10/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 19
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 51 degrees 26 minutes 22 seconds East, across said NTP35 Tract 2, a distance of 3649.11 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 27 degrees 11 minutes 14 seconds East, a distance of 19.17 feet;
North 45 degrees 33 minutes 09 seconds West, a distance of 9.31 feet;
North 44 degrees 26 minutes 51 seconds East, a distance of 15.00 feet;
South 45 degrees 33 minutes 09 seconds East, a distance of 15.00 feet;
South 44 degrees 26 minutes 51 seconds West, a distance of 33.31 feet to the POINT OF BEGINNING and containing
277 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
GMciva
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Job No.: 10860
Scale: NONE
Drafted: T.J.M.
Checked: J.S.B.
Date Prepared: 10/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 20
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 45 degrees 21 minutes 53 seconds East, across said NTP35 Tract 2, a distance of 3755.23 feet to a point in
the north right-of-way line of said U.S. Highway No. 81 /287 and the south line of said NTP35 Tract 2, said point being the
POINT OF BEGINNING of the herein described tract of land;
THENCE departing the north line of U.S. Highway No. 81 /247, across said NTP35 Tract 2, as follows:
North 27 degrees 11 minutes 14 seconds East, a distance of 60.14 feet to the beginning of a non -tangent curve to
the left, having a radius of 388.34 feet;
Southeasterly, along said curve, having a central angle of 05 degrees 37 minutes 38 seconds, an arc distance of
38.14 feet, and a chord that bears South 61 degrees 24 minutes 09 seconds East, 38.13 feet to the end of said
curve;
South 75 degrees 15 minutes 39 seconds West, non -tangent to said curve, a distance of 31.07 feet;
South 27 degrees 11 minutes 14 seconds West, a distance of 39.15 feet to a point in the north right-of-way line of
said U.S. Highway No. 81 /287 and the south line of said NTP35 Tract 2, said point lying in a curve to the right, having
a radius of 448.34 feet;
THENCE Northwesterly, along the north right-of-way line of said U.S. Highway No. 81 /287, the south line of said NTP35
Tract 2, and said curve, having a central angle of 01 degrees 55 minutes 09 seconds, an arc distance of 15.02, and a
chord that bears North 60 degrees 06 minutes 52 seconds West, 15.02 feet to the POINT OF BEGINNING and containing
1,140 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
GMciva
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Job No.: 10860
Scale: NONE
Drafted: T.J.M.
Checked: J.S.B.
Date Prepared: 10/26/2022
P-C91 • Barmy
P�SOFTF'r
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Sheet
20 JOEL S. BARTON 1
0 4914
�OFES S \d�
<�NpSURVEya
42 20/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 21
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), being a portion of Lot 9, Block 1 of Lots 1 thru 9, Block 1, North City Addition, an
addition to the City of Fort Worth, Tarrant County, Texas as recorded in D219223312, OPRTCT, and being more
particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 61 degrees 07 minutes 23 seconds East, across said NTP35 Tract 2, a distance of 3535.93 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2 and said Lot 9, Block 1, as follows:
North 89 degrees 26 minutes 51 seconds East, a distance of 18.14 feet;
South 15 degrees 33 minutes 59 seconds East, a distance of 36.24 feet;
South 89 degrees 26 minutes 51 seconds West, a distance of 15.53 feet;
North 15 degrees 33 minutes 59 seconds West, a distance of 32.55 feet;
North 45 degrees 33 minutes 59 seconds West, a distance of 5.04 feet to the POINT OF BEGINNING and containing
548 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
GMciva
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Job No.: 10860
Scale: NONE
Drafted: T.J.M.
Checked: J.S.B.
Date Prepared: 10/26/2022
P-tg .C� • Barmy
P�SOFTF'r
�� . G\ST FR 9�
Sheet �o.
2 JOEL S. BARTON 1
0 4914
�OFES S \0�P
O <gN0SURVEy�
42
20/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 22
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), being a portion of Lot 9, Block 1 of Lots 1 thru 9, Block 1, North City Addition, an
addition to the City of Fort Worth, Tarrant County, Texas as recorded in D219223312, OPRTCT, and being more
particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 62 degrees 05 minutes 17 seconds East, across said NTP35 Tract 2, a distance of 3645.27 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2 and said Lot 9, Block 1, as follows:
North 89 degrees 26 minutes 51 seconds East, a distance of 20.00 feet;
South 00 degrees 33 minutes 09 seconds East, a distance of 35.00 feet;
South 89 degrees 26 minutes 51 seconds West, a distance of 20.00 feet;
North 00 degrees 33 minutes 09 seconds West, a distance of 35.00 feet to the POINT OF BEGINNING and containing
700 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
Job No.: 10860 Scale: NONE
GMciva Drafted: T.J.M. Checked: J.S.B
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373 Date Prepared: 10/26/2022
TxEng Firm # F-2944 I TxSury Firm # 10021700
go-tgl.
P�SOFTF'r
�� . G\ST ER 9�
Sheet l
22 JOEL S. BARTON 1
0 4914
�OFES S \a�P Iq
O <gN0SURVEy0
42 10/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 23
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), being a portion of Lot 9, Block 1 of Lots 1 thru 9, Block 1, North City Addition, an
addition to the City of Fort Worth, Tarrant County, Texas as recorded in D219223312, OPRTCT, and being more
particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 62 degrees 46 minutes 29 seconds East, across said NTP35 Tract 2, a distance of 3727.96 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2 and said Lot 9, Block 1, as follows:
North 89 degrees 26 minutes 51 seconds East, a distance of 15.00 feet;
South 00 degrees 34 minutes 28 seconds East, a distance of 51.40 feet;
South 59 degrees 29 minutes 55 seconds West, a distance of 43.27 feet;
North 00 degrees 32 minutes 34 seconds West, a distance of 36.64 feet;
North 63 degrees 30 minutes 30 seconds East, a distance of 24.99 feet;
North 00 degrees 34 minutes 28 seconds West, a distance of 25.43 feet to the POINT OF BEGINNING and containing
1,637 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
GMciva
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Job No.: 10860
Scale: NONE
Drafted: T.J.M.
Checked: J.S.B.
Date Prepared: 10/26/2022
P-tglCO
• Barmy
'r9�Sheeto.23TON 1O�4220/26/2022
EXHIBIT "A''
ENCROACHMENT AGREEMENT TRACT No. 24
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), being a portion of Lot 9, Block 1 of Lots 1 thru 9, Block 1, North City Addition, an
addition to the City of Fort Worth, Tarrant County, Texas as recorded in D219223312, OPRTCT, and being more
particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 56 degrees 25 minutes 46 seconds East, across said NTP35 Tract 2, a distance of 3957.36 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2 and said Lot 9, Block 1, as follows:
South 58 degrees 19 minutes 00 seconds East, a distance of 44.34 feet;
South 00 degrees 34 minutes 28 seconds East, a distance of 17.74 feet;
North 58 degrees 19 minutes 00 seconds West, a distance of 44.34 feet;
North 00 degrees 34 minutes 28 seconds West, a distance of 17.74 feet to the POINT OF BEGINNING and containing
665 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
Job No.: 10860 Scale: NONE
GMciva Drafted: T.J.M. Checked: J.S.B.
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373 Date Prepared: 10/26/2022
TxEng Firm # F-2944 I TxSury Firm # 10021700
P-tglCO
• Barmy
'r9�Sheeto.24TON 1Ooq-
4220/26/2022
EXHIBIT "A"
ENCROACHMENT AGREEMENT TRACT No. 25
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), being a portion of Lot 9, Block 1 of Lots 1 thru 9, Block 1, North City Addition, an
addition to the City of Fort Worth, Tarrant County, Texas as recorded in D219223312, OPRTCT, and being more
particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 55 degrees 31 minutes 26 seconds East, across said NTP35 Tract 2, a distance of 3966.82 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2 and said Lot 9, Block 1, as follows:
North 89 degrees 26 minutes 51 seconds East, a distance of 17.14 feet;
North 44 degrees 26 minutes 51 seconds East, a distance of 4.04 feet;
South 00 degrees 33 minutes 09 seconds East, a distance of 17.86 feet;
THENCE South 89 degrees 26 minutes 51 seconds West, across said NTP35 Tract 2, a distance of 20.00 feet;
THENCE North 00 degrees 33 minutes 09 seconds West, across said NTP35 Tract 2 and said Lot 9, Block 1, a distance of
15.00 feet to the POINT OF BEGINNING and containing 304 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
GMciva
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Job No.: 10860
Scale: NONE
Drafted: T.J.M.
Checked: J.S.B.
Date Prepared: 10/26/2022
P-tglCO/'
• Barmy
'r9�Sheeto.25TON 1O�4220/26/2022
EXHIBIT "A''
ENCROACHMENT AGREEMENT TRACT No. 26
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 55 degrees 04 minutes 55 seconds East, across said NTP35 Tract 2, a distance of 4014.02 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
South 76 degrees 29 minutes 50 seconds East, a distance of 40.00 feet;
South 13 degrees 29 minutes 21 seconds West, a distance of 15.00 feet;
North 76 degrees 29 minutes 50 seconds West, a distance of 40.00 feet;
North 13 degrees 29 minutes 21 seconds East, a distance of 15.00 feet to the POINT OF BEGINNING and containing
600 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
Job No.: 10860 Scale: NONE
GMciva Drafted: T.J.M. Checked: J.S.B.
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373 Date Prepared: 10/26/2022
TxEng Firm # F-2944 I TxSury Firm # 10021700
P-tglCO
• Barmy
9�Sheet.26ON 1O42
20/26/2022
EXHIBIT "A''
ENCROACHMENT AGREEMENT TRACT No. 27
STATE OF TEXAS:
COUNTY OF TARRANT:
BEING a tract of land situated in the William McCowen Survey, Abstract No. 999, City of Fort Worth, Tarrant County,
Texas, being a portion of Tract 2 as described in deed to NTP35, LP, recorded in D216282322, Official Public Records,
Tarrant County, Texas (OPRTCT), and being more particularly described as follows:
COMMENCING at 5/8" rebar capped DUNAWAY found at the intersection of the northeasterly right-of-way line of U.S.
Highway No. 81 /287 (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT) and the southerly right-of-way
line of North Tarrant Parkway (variable width R.O.W., adjoining R.O.W. per D207377959, OPRTCT), being the most
westerly corner of said NTP35 Tract 2, from which a 1 /2" rebar capped HALFF found in the northeasterly line of said U.S.
Highway No. 81 /287 bears South 36 degrees 06 minutes 49 seconds East, 550.06 feet a 5/8" rebar capped DUNAWAY
found in the southerly line of said North Tarrant Parkway bears North 37 degrees 31 minutes 13 seconds East, 101.86 feet;
THENCE South 53 degrees 48 minutes 54 seconds East, across said NTP35 Tract 2, a distance of 2836.24 feet to the POINT
OF BEGINNING of the herein described tract of land;
THENCE across said NTP35 Tract 2, as follows:
North 44 degrees 26 minutes 51 seconds East, a distance of 9.22 feet;
North 01 degrees 26 minutes 51 seconds West, a distance of 8.30 feet;
South 45 degrees 33 minutes 09 seconds East, a distance of 20.96 feet;
South 44 degrees 26 minutes 51 seconds West, a distance of 15.00 feet;
North 45 degrees 33 minutes 09 seconds West, a distance of 15.00 feet to the POINT OF BEGINNING and containing
242 square feet of land;
NOTE:
Bearings are referenced to Texas State Plane Coordinate System, North Central Zone (4202), North American Datum of
1983 as derived from GPS observation.
GMciva
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373
TxEng Firm # F-2944 I TxSury Firm # 10021700
Job No.: 10860
Scale: NONE
Drafted: T.J.M.
Checked: J.S.B.
Date Prepared: 10/26/2022
P-tg .C� • Barmy
P�SOFTF'r
�� . G\ST ER 9�
Sheet �o.
2 JOEL S. BARTON 1
/ 0 4914
�OFES S \og
O <gN0SURVEy�
42
20/26/2022
EXHIBIT "A''
SEE SHEET 29 NORTH TARRANT PARKWAY
r5/8" R.C.F. "DUNAWAY" (VARIABLE WIDTH R.O.W.)
LOT 1R, BLOCK 1
�Y Q NORTH CITYADDITION
No
P ���� D220239084
. 1
O.P.R.T.C.T.
•
J
TRACTS 1-27
p`Iv 0 9�
—LOT5,BLOCK I
NORTH CITY
5/8" R.C.F.
�S �O "DUNAWAY"
so No. 2
cc r
�
Ww ADDITION
��LOT6
1 /2" R.C.F. 'HALFF" I yL�
�s��
siocx1
M NORTH CITY
C
V�
S 46053' 17" E
M
a s ADDITION
S 42000' 19" W 161.19'
D219223312 I
5.69' 5/8"R.c.F.
5/8" R.C.F. "DUNAWAY" No, 3
W
(TXDOT MONUMENT FOUND NO. 4
LOT 8, BLOCK 1
AT N 46°51'30" W, 5.84')
No. 5
NORTH CITY ADDITION
D219223312
NO.
TRACT2
7 O.P.R.T.C.T.
L%
NTP35, LP
yI
D216282322
O.P.R.T.C.T.
LIVING SPACES WAY
.�
NO. 8
D279223372, O.P.R.T.C.T.
�aTy
No. 6
No. 10
LOT 9, sl ocx 1
NORTH CITY ADDITION
iW
oQ
J No. 9
D219223312
w
W m
�y
S
O.P.R.T.C.T.
CC
Li
No. 11
�b No.1 27
? F
�9s No. 12 �� CC
No. 14 -- o No. 21No. ZI Z
No. 13 No. 15 —��0
No. 16 No. 23
No. 17 No. 24 —�
No. 18
No. 19 A
No. 25
No. 20 No. 26
TXDOT MONUMENT
W/BRASS DISC FOUND
0 500
SCALE IN FEET
P� OF
TF'r
Job No.: 10860 Scale: 1"=500' Sheet y���°\ RFa s
GMcivit Drafted: T.J.M. Checked: J.S.B. 28 • JOEL S. BARTON
0 4914
Engineering & Surveying of <q °FEss�°�
2559 SW Gra Pcvinc PkwY, Gra Pcvinc, Tcxas 76051 NQ SURV "
817-329-4373 Date Prepared: 10/26/2022 ��
t4 TxEng Firm R F2944 1 TxSury Firm N 10021700
Zo/2s/zou
EXHIBIT "A''
0 60
SCALE IN FEET
el
�b
�QA
0. R Q►p�o�`A kz °e
9
Q'�� IJPR� ROB
P
lop
5/8" R.C.F. "DUNAWAY" 4t)
SEE SHEET 28
P.O.C.
TRACTS 1-27
5/8" R.C.F.
"DUNAWAY"
�i 9g9
0.
vvlL� �ST�
TRACT 2
NTP35, LP
D216282322
O.P.R.T.C.T.
1 /2" R.C.F. 'HALFF"
Job No.: 10860 Scale: 1 "=60'
GMciva Drafted: T.J.M. Checked: J.S.B.
Engineering & Surveying
2559 SW Grapevine Pkwy, Grapevine, Texas 76051
817-329-4373 Date Prepared: 10/26/2022
TxEng Firm # F-2944 I TxSury Firm # 10021700 i I
. BaR;?�6- y
P��OFTF'r
�� G\ST FR 9�
Sheet
�o.
29 JOEL S. BARTON 1
7 C.
4914
�OFESS\0�P
O <gN�SURVE(0
42
20/26/2022
EXHIBIT ''A"
0 60
SCALE IN FEET
NORTH TARRANT PARKWAY
(VARIABLE WIDTH R.O. W.)
ADJOINING R.O.W. D207377959, O.P.R.T.C.T.
1 P.O.B. l
S 85036'50" E 1041.07'
ROM P.O.C. TO P.O.B.
N 00033'09" W
15.00'
TRACT 2
NTP35, LP
D216282322
O.P.R.T.C.T.
AGREEMENT TRACT No.
900 SQUARE FEET
_N 89026'51" E
60.00'
S 00033'09" E
15.00'
S 89026'51 " W
60.00'
Job No.: 10860
Scale: 1"=60'
Sheet
GMcivil
Drafted: T.J.M.
Checked: J.S.B.
30
Engineering & Surveying
of
2559 SW Grapevine
94373 Grapevine, Texas 76051
TxEng Firm # F-2944 I TxSury Firm # 10021700
Date Prepared: 10/26/2022
142
10/26/2022
EXHIBIT ''A"
(AGREEMENT TRACT No. 2
750 SQUARE FEET
FR09°4635"F I I P.O. B. N 89026'51" E
P p' Tp P 9 50.00'
N 00033'09" W
15.00'
S 00033'09" E
15.00,
\_S 89°26'51"
W
50.00'
ENCROACHMENT
TRACT 2
AGREEMENT TRACT No. 3
NTP35, LP
1,606 SQUARE FEET
D216282322
O.P.R.T.C.T.
N 44032'50" E
54.74'
S 45033'09" E
P.O.B.
,-20.00'
S 60
F� p °29P,
MACC I6I3�6� ,
A 6
Oe
L1
01b p`b
L2p�p�,h�
0�
b p
s�o P.O.B.
�� C
999 N 45033'09" W
CIG0.� 1�0- 25.00'
f1Ly1� SST
SEE SHEET 42
FOR LINE DATA
0 60
SCALE IN FEET
S 45033'09" E
25.00'
GREEMENT TRACT No. 4
2,100 SQUARE FEET
S� od p `�
o ,ham
o�0
b
0
P.O.B.
N 45033'09" W�
15.00'
ENCROACHMENT
AGREEMENT TRACT No.
1,260 SQUARE FEET
Job No.: 10860 Scale: 1 "=60'
GMcivit Drafted: T.J.M. Checked: J.S.B
Engineering & Surveying
25595W Grapcvin 8 Pk 94373 cvinc, Tcxas 76051 Date Prepared: 10/26/2022
TxEng Firm 8 F-2944 1 TxSury Firm 4 10021700
Revised:
�
Sheet
3
JOEL S. BARTON •)
'•,-3 4914 P .
of
ty °FEss�* *. R-
N�SURV�
42
10/26/2022
EXHIBIT "A''
\ 0.476 AC.
\ PRIVATE DRAINAGE EASEMENT
D222137552, O.P.R.T.C.T.
\ V 0 60
\ \
\ SCALE IN FEET
\
\ \ CITY OF FORT WORTH
\ \ 60' PERMANENT
SANITARY SEWER
\ FACILITY EASEMENT TRACT 2
\ D221322450 NTP35, LP
O.P.R.T.C.T. D216282322
n \ \
\ O.P.R.T.C.T.
i f
N 44026'51" E
14.86'
L5 S 46051'30" E
L6 50.01'
O 0 P.O.B. ENCROACHMENT
r/ AGREEMENT TRACT No. 6
1,224 SQUARE FEET
N 46051'30" W �S 44°26'51" W
65.02'
` 20.01 '
SEE SHEET 42
FOR LINE DATA
Job No.: Scale: ��G\ RFo s
10860 1 "=60' Sheet
GM
C I I Drafted: T.J.M. Checked: J.S.B. 32 . �oeL -s. BA, R...............
�•,3 4914 P ,
Engineering & Surveying of t °FEss�o�
2559 SSW Gra Pcvinc Pkkwy, Gra Pcvinc, Tc as 76051 qN� suRV "0 -
817-329-4373 Date Prepared: 10/26/2022 42
TxEng Firm R F2944 I ix5ury Firm N 10021700 r 1 1
10/26/2022
EXHIBIT ''A"
0 60
SCALE IN FEET
S'0.13- 11 N 44026'51" E
FROM p 00 F 23 4.15.00,
TO � 9>,
O.8
TRACT 2
NTP35, LP
D216282322 �t
O.P.R.T.C.T. v
0�� o • 9g9
P.O.B.
N 45033'09" W
15.00,
ENCROACHMENT
AGREEMENT TRACT No. 7
225 SQUARE FEET
Job No.: 10860 Scale: 1 "=60'
GMcivit Drafted: T.J.M. Checked: J.S.B
Engineering & Surveying
2559 SW GrapcvinB Pk 9 4rap—ins, Texas 76051 Date Prepared: 1 0/26/2022
TxEng Firm 8 F-2944 I Tx5ury Firm 4 10021700
I PUBLIC ACCESS,
I DRAINAGE & WATER
EASEMENT
D219223312
O.P.R.T.C.T.
\ LOTS, BLOCK 1
\ NORTH CITY ADDITION
D219223312
\ O.P.R.T.C.T.
S 45033'09" E
15.00,
S 44026'51 " W
15.00,
46+
G\s
�
Sheet
33
JOEL S. BARTON •)
. .
••,-3 4914 P ,
of
N0 SURV
42
10/26/2022
EXHIBIT ''A"
0 60
SCALE IN FEET
I
SEE SHEET 42 W
FOR CURVE DATA a
�a
a � O
c
N
=aa
W o
H
0
�O 2�
C p 4,3 D
OA 49. rD .O.D.
°a
N 00033'09" W
11.69'
C2
S 89026'51 " W
60.50'
PUBLIC ACCESS,
DRAINAGE & WATER
EASEMENT
D219223312
O.P.R.T.C.T.
LOTS, BLOCK 1
NORTH CITY ADDITION
D219223312
O.P.R.T.C.T.
LIVING SPACES WAY
D279223312, O. P. R. T. C. T.
N 89026'51 " E
60.50'
_S 00033'09" E
11.69'
C1
ENCROACHMENT
AGREEMENT TRACT No. 8
TRACT 2 908 SQUARE FEET n���
NTP35, LP Sv ,
D216282322
O.P.R.T.C.T. o, g9g
w
co,G �
LOT 9, BLOCK 1
NORTH CITY ADDITION
D219223312
O.P.R.T.C.T.
TRACT 2
NTP35, LP
D216282322
O.P.R.T.C.T.
Job No.: 10860 Scale: 1"=60' Sheet
GMcivitDrafted: T.J.M. Checked: J.S.B. 34
Engineering & Surveying of
25595W Grapcvin 8 Pk 94373 cvinc, Tcxas 76051 Date Prepared: 10/26/2022
TxEng Firm 8 F-2944 I TxSury Firm 4 10021700 142
10/26/2022
EXHIBIT "A''
co
TRACT 2
NTP35, LP l�
D216282322
O.P.R.T.C.T. SS
F,Pp 6OS� 0 60
ENCROACHMENT
AGREEMENT TRACT No. 9 .0 F 2) SCALE IN FEET
1,260 SQUARE FEET C` TpAS90�
N 44026'51 " E oe N 44026'51 " E
63.00' S 45°33'09" E 15.00'
°9,, 20.00'
.
o F P.O.B
s
e P.O.B.
S 44-26-51" W N 45033'09" W
63.00' 60.50'
N 45033'09" W
20.00'
TRACT 2
NTP35, LP
D216282322
O.P.R.T.C.T.
ss
s p 32� s5
o �S. C
TOA
TpA2�� •p� OA 2�,
.o s •oe
N 43044'51" E e
15.00'
P.O.B.
N 45033'09" W
30.00'
GREEMENT TRACT No. 1 1 S 43°44'51" W
450 SQUARE FEET 1 15.00'
SEE SHEET 42
FOR LINE DATA
AGREEMENT TRACT No. 1
908 SQUARE FEET
S 45033'09" E
30.00'
L36-\
P.O.B.
L38-
P.O.B.
N 45033'09" W
15.00'
ENCROACHMENT
AGREEMENT TRACT No. 1
225 SQUARE FEET
Job No.: 10860 Scale: 1 "=60'
GMcivit Drafted: T.J.M. Checked: J.S.B.
Engineering & Surveying
25595W Grapcvin 8 Pk 94373 cvin4 Tcxas 76051 Date Prepared: 10/26/2022
TxEng Firm 8 F-2944 1 TxSury Firm N 10021700
AGREEMENT TRACT No. 27I I
242 SQUARE FEET
S 45-33-09" E
20.96'
N 44026'51 " E
15.00'
L37 S 45033'09" E
15.00,
S 44026'51" W
15.00,
0 � : i"
P� O F TFk
g��G�s �R�o J+
Sheet
35
JOEL S. BARTON •)
J
'•,-3 4914 P ,
of
ty °FEss��`�o�
N0SURV�
42
10/26/2022
EXHIBIT ''A"
5
999
� Q O9, SCALE IN FEET
\\` 0�, F�j 1��l�Qsri TRACT2
Oa, �Y NTP35, LP
•1�
•s
,y
N 07021'46" E `
12.98'
�r
N 46051'30" W
36.98'
SEE SHEET 42
FOR LINE DATA
D216282322
O.P.R.T.C.T.
rO.B.ENCROACHMENT
AGREEMENT TRACT No. 1
547 SQUARE FEET
46°51'30"E
3.66'
,.---�S 07021'46" W
18.49'
CITY OF FORT WORTH
` 60' PERMANENT
SANITARY SEWER
` FACILITY EASEMENT
D221322450
` O.P.R.T.C.T.
Job No.: 10860 Scale: 1"=60' Sheet
GMcivit Drafted: T.J.M. Checked: J.S.B. 36
Engineering & Surveying of
25595W Grapcvin 8 Pkwy, 94373 cvinc, Tcxas 76051 Date Prepared: 10/26/2022 /�
TxEng Firm 8 F-2944 1 TxSury Firm 4 10021700 4
rrQ7
JOEL S.
4914
10/26/2022
EXHIBIT ''A"
P.O.B.
AGREEMENT TRACT No. 15I
270 SQUARE FEET
N 45033'09" W
18.00'
TRACT 2
NTP35, LP
D216282322
O.P.R.T.C.T.
LOT 9, BLOCK 1
NORTH CITY ADDITION
D219223312
N 44026'51" E O.P.R.T.C.T.
15.00'
ENCROACHMENT TRACT 2
AGREEMENT TRACT No. 14 NTP35, LP
300 SQUARE FEET D216282322
S 45033'09" E O.P.R.T.C.T.
-20.00'
S 44026'51" W
15.00'
\�?
S 44026'51" W
f s \ 15.00'
s
FAO 20/ \ \
�C, N 44026'51" E
15.00'
e \ S 45033'09" E
\ 18.00'
P.O.B.
AGREEMENT TRACT No. 161
270 SQUARE FEET
N 45033'09" W
S 44026'51" W
15.00'
18.00'CIO
li�1�0- 999
1Lvo 5
0 60 SEE SHEET 42
SCALE IN FEET FOR LINE DATA
Job No.: 10860 Scale: 1 "=60' Sheet
GMcivit Drafted: T.J.M. Checked: J.S.B. 37
Engineering & Surveying of
25595W Grapcvin 8 Pk 94373 cvinc, Tcxas 76051 Date Prepared: 10/26/2022
TxEng Firm 8 F-2944 I TxSury Firm 4 10021700 A
Q10�,J-&IZ4
P- OF
TF'r
\S,T E
Q7R�o J+
JOEL S. BARYON
.• o� 4914 P.
OFES S\0? .
lgNO SURV ���
10/26/2022
EXHIBIT "A''
L14
I P.O.B. r
P.O.B.
N 45033'09" W
21.16'
TRACT 2
NTP35, LP
D216282322
O.P.R.T.C.T.
O 60
SEE SHEET 42
SCALE IN FEET FOR LINE DATA
LOT 9, BLOCK 1 —/
NORTH CITY ADDITION
D219223312
O.P.R.T.C.T.
GREEMENT TRACT No. 17I
314 SQUARE FEET
45033'09" E
TRACT2
_S
20.96'
NTP35, LP
D216282322
SOUTH
O.P.R.T.C.T.
---'21.01'
\ ENCROACHMENT
\ AGREEMENT TRACT No. 18
317 SQUARE FEET
S 45033'09" E
L15 21.16'
_S 00028'58" E
21.19'
N 44026'51" E
S 45033'09" E
.�15.00,
L17
L16
P.O.B. f
ENCROACHMENT
AGREEMENT TRACT No. 19
277 SQUARE FEET
Job No.: 10860 Scale: 1 "=60' Sheet
GMcivitDrafted: T.J.M. Checked: J.S.B. 38
Engineering & Surveying of
25595W Grapcvin 8 Pk 94373 cvinc, Tcxas 76051 Date Prepared: 10/26/2022 /�
TxEng Firm 8 F-2944 1 TxSury Firm 4 10021700 4
S 44026'51" W
33.31'
&IZ4
P� O F TFk
g� �G\S �R�olip
JOEL S. BA:R*T-0'
N.4914GNOSURV���
10/26/2022
EXHIBIT "A''
\ \ \ \ 999 0.374 AC.
CG(r���� PRIVATE DRAINAGE EASEMENT
\ D222137552, O.P.R.T.C.T.
TRACT 2
\ \ NTP35, LP
\ D216282322 �\
s5� \ \ \ O.P.R.T.C.T.
do • A s�,�,
o�
TXDOT MONUMENT
W/BRASS DISC FOUND
0 60
SCALE IN FEET
'ENCROACHMENT
c AGRE�MENT TRAC No. 20
�0,� 1,140 UARE FE�
A
oc N 27°11'14" E
\ TOA 60.14' 2.012 AC.
\ \ O / PRIVATE DRAINAGE EASEMENT
'<9 . _ -C4 D222137552, O.P.R.T.C.T.
P.O.B. \
C5 \ \
S 75015'39" W _
31.07' — — —
S 27011'14" W
39.15'
CITY OF FORT WORTH— \ \
60' PERMANENT \ \
SANITARY SEWER \ \
FACILITY EASEMENT \
D221322450 \
O.P.R.T.C.T. \
APPROXIMATE LOCATION TRACT #2 \ \
15SOUTHWESTERN BELL \ \
TELEPHONE COMPANY EASEMENT FOR \ \
UNDERGROUND FACILITIES \ \
VOL. 7480 PG. 2385, D.R.T.C.T. \ \
SEE SHEET 42
FOR CURVE DATA
Job No.: 10860 Scale: 1 "=60'
GMcivit Drafted: T.J.M. Checked: J.S.B.
Engineering & Surveying
25595W Grapcvin 8 Pkwy, 94373 cvinc, Tcxas 76051 Date Prepared: 10/26/2022
TxEng Firm 8 F-2944 I TxS,, Firm 4 10021700
P� O F TF'r
G\s IF ER�o J+
�
Sheet
39
JOEL S. BARTON •)
••-,3 4914 P ,
of
ty °FEss�*`*oR-
N�SURV�
42
10/26/2022
EXHIBIT ''A"
S 620
O 462g-,
562� MpoC T0,2j96
M p o 0 o36�s2�
S E
FROMA,23 F
o � Top53s93, `
P.O.B.
L20-�
N 15033'59" W�
32.55'
S 89026'51" W
15.53'
ENCROACHMENT
AGREEMENT TPA CT No 21
18
LOT 9, BLOCK 1
NORTH CITY ADDITION
D219223312
O.P.R.T.C.T.
TRACT 2
NTP35, LP
D216282322
O.P.R.T.C.T
L21
P.O.B.
N
-O N_00°33'09" W
35.00'
S 89°26'51" W
20.00'
ENCROACHMENT
AGREEMENT TRACT No. 22
548 SQUAR� FEET I ��� 700 SQUARE FEET
I 51��
AGREEMENT TRACT No.
1,637 SQUARE FEET
PRIVATE DRAINAGE EASEMENT
�1�11 S 1 I D222137552, O.P.R.T.C.T.
60' DRAINAGE EASEMENT
D219223312, O.P.R.T.C.T.
I
I
I
0 60 SEE SHEET 42
SCALE IN FEET FOR LINE DATA
P.O.B.
Job No.: 10860 Scale: 1"=60' Sheet
GMcivitDrafted: T.J.M. Checked: J.S.B. 40
Engineering & Surveying of
25595W Grapcvin 8 Pk 94373 cvinc, Tcxas 76051 Date Prepared: 10/26/2022
TxEng Firm 8 F-2944 I Tx5ury Firm 4 10021700 142
N 89026'51" E I
15.00'
S 00034'28" E I
51.40'
S 59029'55" W
43.27'
3
ui
M
O
Q
Liw
Wm
W6 j
Z �
0
Z
10/26/2022
i
EXHIBIT ''A"
LOT 9, BLkK 1
NORTH CITY 3
4DDITION
D21922 312
2.517 AC. O.P.R.T. T. C:
PRIVATE DRAINAGE EASEMENT TRAC 2
D222137552, O.P.R.T.C.T.
NTP35, LP O
D21628322
ss O.P.R.T�C.T. Q Q
60' DRAINAGE EASEMENT
6 F D219223312, O.P.R.T.C.T.
AO 3 LV
c r -0 W
O oOe6" 0 60
SCALE IN FEET
O 26F O
C TO J966 P.O.B. Z
\ �p ssso° °0 * S 58019'00" E
oti,A �ssF L27 44.34'
\�--oc��°' --- R
L29 L26
LOT 9 �0�, L28 ENCO
0ACHMENT
Oe AGREEMENT TRACT No. 24
665 SQUARE FEET
— — — — — N 58019'00" W
P.O.B. L32 L31 L30 44.34'
ENCROACHMENT
P.O.B. AGREEMENT TRACT No. 25
L34 133 304 SQUARE FEET
TRACT 2
NTP35, LP
D216282322 S 1302921" W
O.P.R.T.C.T. / N 76029'50" W 15.00,
40.00'
2.012 AC. ENCROACHMENT
PRIVATE DRAINAGE EASEMENT AGREEMENT TRACT No. 26
D222137552, O.P.R.T.C.T. �/ 600 SQUARE FEET
SEE SHEET 42 .
FOR LINE DATA 61
P�v� OF TFk
Job No.: 10860 Scale: 1"=60' Sheet
GMcivit Drafted: T.J.M. Checked: J.S.B. 41 �oe� S. BARTON
�• o� 4914 P ,
Engineering & Surveying of t' °FEss�0.-RL
2559 SSW Gra Pcvinc Pkvvy, Gra Pcvinc, Tc as 76051 qN� suRV � 0
817-329-4373 Date Prepared: 10/26/2022 r 1 1 �A
TxEng Firm R FL 2944 � ix5ury Firm N 10021700
10/26/2022 ,
iM:cu3I�
CURVE TABLE
CURVE #
RADIUS
ARC LENGTH
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
327.50'
3.31'
0034'47''
S00015'46"E
3.31'
C2
267.00'
3.31'
0042'39''
N00011'49''W
3.31'
C3
448.34'
97.07'
12024'20"
N52057'08''W
96.88'
C4
388.34'
38.14'
5037'38''
S61 °24'09"E
38.13'
C5
448.34'
15.02'
105509"
N60006'52''W
15.02'
LINE TABLE
LINE #
BEARING
DISTANCE
Ll
N89037'52"E
27.32'
L2
S89037'52''W
15.49'
L3
N45033'09"W
28.38'
L4
S45033'09''E
15.00'
L5
S47023'30''E
15.01'
L6
N44026'51' E
5.00'
L7
S45033'09''E
60.50'
L8
S44026'51 "W
15.00'
L9
N44026'51' E
4.47'
L10
N45033'09"W
20.00'
Ll 1
N44026'51' E
15.00'
L12
S45033'09''E
18.00'
L13
NORTH
21.01'
L14
N45033'09"W
20.96'
L15
N00028'58"W
21.19'
L16
N2701114"E
19.17'
L17
N45033'09"W
9.31'
L18
N89026'51' E
18.14'
L19
S15033'59''E
36.24'
L20
N45033'59"W
5.04'
LINE TABLE
LINE #
BEARING
DISTANCE
L21
N89026'51' E
20.00'
L22
S00033'09''E
35.00'
L23
N00032'34"W
36.64'
L24
N63030'30"E
24.99'
L25
N00034'28''W
25.43'
L26
S00034'28''E
17 74'
L27
N00034'28"W
17.74'
L28
N89026'51' E
17.14'
L29
N44026'51' E
4.04'
L30
S00033'09''E
17.86'
L31
S89026'51 V
20.00'
L32
N00033'09"W
15.00'
L33
S76029'50''E
40.00'
L34
N 13029'21' E
15.00'
L35
N44026'51' E
9.22'
L36
NO 026'51 V
8.30'
L37
S44026'51 "W
15.00'
L38
N45033'09"W
15.00'
Job No.: 10860 Scale: NONE
GMcivit Drafted: T.J.M. Checked: J.S.B.
Engineering & Surveying
25595W Grapcvin 8 Pkwy, 94373 cvinc, Tcxas 76051 Date Prepared: 10/26/2022
TxEng Firm 8 F-2944 I Tx5ury Firm 4 10021700
�E OF TF
Cp \ S T E �9
`' �/G RFo `�
Sheet
42
JOEL S. BARTON •)
0 4914
%
of
< sS\0
�N�SURVV'0
42
10/26/2022
rn
3
a
0
I
d
d
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7
L
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NORTH[ CITY
ENCROACHMENT NO. I
PUBLIC 8"
N
SANITARY SEWER
w E
I
I LINE
s
PUBLIC WATER
GRAPHIC SCALE 1"=40'
I & SEWER
EASEMENT
0 40 80 120
PREPARED BY:
ENCROACHMENT No. 1
rGMcivit
18" PRIV TE
Engineering a Surveying
2559 Sw Grapevine Pk Gppevine,texas7-
81Ia]493I3
_f_R.C.P.
rxEne Flrm n 129d4 naury Film a -21—
L —
LOT 2, BLOCKS
LEGEND
_TJ
I I
W WATER LINE I
1 ' I
I
I
PUBLIC 16"
S SEWER LINE
ICI
WATER LINE
SANITARY SEWER M.H.
I I
WATER AND SEWER
I
EASEMENT
I
STORM DRAIN INLET/
STORM DRAIN
15' PRIVATE
ENCROACHMENT
I I
DRAINAGE
BOUNDARY
a EASEMENT
PROFILE SCALE
Horizontal Scale: 1'' = 40' PUBLIC WATER
Vertical Scale: 1" = 4'
AND SEWER
PROPOSED GROUND @
I EASEMENT
685 CENTERLINE OF PIPE
685
EXISTING GROUND @
PRIVATE
CENTERLINE
18" R.C•P-
680
I
680
16
W. L.
I o
ri
675
;
675
8
NOTE:
- S.S.
CONTRACTOR TO
PROTECT WATER
-
AND SEWER LINE AT
670 ALL TIMES G
I
6 70
CONSTRUCTION
SHEET 6 OF 36
rn
3
a
0
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NORTH[ CITY
i
ENCROACHMENT NO. 2
PUBLIC 8 I I
J
N
SANITARY SEWER cn
I
LINE
w e
X
s
GRAPHIC SCALE 1"=40'
PUBLIC 16"
o ao so 120
WATER LINE
15' PRIVATE
PREPARED BY:
DRAINAGE
GMcivit
EASEMENT I i
Engineering & Surveying
2559 Sw Grapevine Pk Gppevine,texas7—
a"a" "
PUBLIC WATER
& SEWER EASEMENT I
J-
I
LEGEND
LOT 5, BLOCK 1
W WATER LINE
ENCROACHMENT No. 2 cn
S SEWER LINE
I
SANITARY SEWER M.H.
WATER AND SEWER
EASEMENT
PRIVATE 18" R.C.P.
STORM DRAIN INLET/
PRIVATE 2 1 " R.C.P.
STORM DRAIN
ENCROACHMENT
20" STEEL ENCASEMENT
BOUNDARY
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale: 1" = 4' PROPOSED GROUND @
CENTERLINE OF PIPE
EXISTING GROUND @
680 CENTERLINE OF
PIPE
R C P
680
S
o
v
4�
675
675
16"
W.L.
670
670
8" S.S.
NOTE:
CONTRACTOR TO
PROTECT WATER
PUBLIC WATER
AND SEWER LINE AT
665 ALL TIMES DURING
AND SEWER
EASEMENT
665
CONSTRUCTION
SHEET 7 OF 36
NORTH CITY
-ENCROACH M ENT NO. 3
N
W E
s
GRAPHIC SCALE 1"=40'
0 40 80 120
PREPARED BY:
�► GMcivit
Engineering & Surveying
2559 Sw Grapevine Pk Gppevine,texas7—
rxEne Flrm n F2sdd I�nadurv3Flm� a imzl ]oo
LEGEND
W WATER LINE
S SEWER LINE
SANITARY SEWER M.H.
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale: 1" = 4'
680
\ LOT 4, BLOCK 5
20" STEEL ENCASEMENT
/ PUBLIC 8"
/ SANITARY SEWER LINE
N PUBLIC WATER
I & SEWER EASEMENT
------------
�� W -
I \
I � PRIVATE - -
DRAINAGE
EASEMENT
�RI
6 3 .C.B.s
ENCR HME
WATER AND SEWER —
EASEMENT
STORM DRAIN INLET/ \
/
STORM DRAIN PUBLIC 10�
ENCROACHMENT SANITARY SEWER
BOUNDARY LINE /
NOTE:
CONTRACTOR TO
PROTECT WATER
6 6 5 AND SEWER LINE AT
ALL TIMES DURING
CONSTRUCTION
PUBLIC WATER
PROPOSED GROUND @
& SEWER
CENTERLINE OF PIPE
680
EASEMENT
EXISTING GROUND @
PRIVATE
I CENTERLINE OF PIPE
3' R.C.B.
2 6' X
12" W.L.
24" CASING
8'' S.S.
w/ 20''
CASING
675
670 I
6�
SHEET 8 OF 36
CV
U
0
a
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3
a
CV
0
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w
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0
a-
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0
a
0
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I M
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O N
jN
iii o
NORTH CITY
-ENCROACHMENT NO. 4
N
W E
s
GRAPHIC SCALE 1"=40'
0 40 80 120
PREPARED BY:
�► GMcivit
Engineering & Surveying
2559 Sw Grapevine Pk Gppevine,texas7—
rxEne Flrm n F2sdd I�nadurv3Flm� a imzl ]oo
LEGEND
W WATER LINE
S SEWER LINE
SANITARY SEWER M.H.
WATER AND SEWER
EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
` PRIVATE LOT 4, BLOCKS
21 " R.C.P.
\ PUBLIC WATER
& SEWER EASEMENT
\ PUBLIC 12" W.L.
RIVATE \
AINAGE 1P
EAS ENT \
\ EA(CRO,A, CHMEN 0
PRIVATE
24" R.C. P. \ u
\
LOT 7, BLOCK 1 \ /
PUBLIC 10"
SANITARY SEWER
LINE
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale: 1" = 4'
PR SED GROUND @
CE T RLINE OF PIPE
II
680 � R�JP� P �
P� 1 PRE GP•
680
675 ' '
675
PROPOSED GROUND @I
CENTERLINE OF PIPET a
12" W.L.
670 I 24" CASING I
I
670
101,
NOTE: I S.S.
I
CONTRACTOR TO I PUBLIC
PROTECT WATER I WATER &
AND SEWER LINE AT
6 6 5 ALL TIMES DURING I SEWER I
CONSTRUCTION EASEMENT
665
SHEET 9 OF 36
CV
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NORTH CITY
NCROACHMENT NO. 5
N
W*E
s
GRAPHIC SCALE 1"=40'
0 40 80 120
PREPARED BY:
�► GMcivit
Engineering & Surveying
2559 Sw Grapevine Pk Gppevine,texas7—
rxEne Flrm n F2sdd I�nadurv3Flm� a imzl ]oo
LEGEND
W
WATER LINE
S
SEWER LINE
SANITARY SEWER M.H.
WATER AND SEWER
EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale: 1'' = 4'
.:1
675
670
NOTE:
CONTRACTOR TO
PROTECT WATER
6 6 5 AND SEWER LINE AT
ALL TIMES DURING
CONSTRUCTION
LOT 4, BLOCKS
PUBLIC WATER
& SEWER EASEMENT
-,,---PUBLIC 12" W.L.
PRIVAT
D INAGE
EAS ENT
PRIVA�E s
i( 48" R.C.
T N&,S
\ S �
LOT 7, BLOCK 1
PUBLIC 10"
SANITARY SEWER
LINE
ROPOSED GRO NU D @�
CENTERLINE OF PIPE
PUBLIC WATER &
i SEWER EASEMENT —
PRIVATE
48" R.C.P.
I L EXISTING GROUND c
N
I CENTERLINE OF PIPE
12"
W. L.
.:1
675
M'J
I
10"
S.S.
665
SHEET 10 OF 36
NORTH CITY
ENCROACHMENT NO. 6
N
W E
s
GRAPHIC SCALE 1"=40'
0 40 80 120
PREPARED BY:
�► GMcivit
Engineering & Surveying
2559 Sw Grapevine Pk Gppevine,texas7—
rxEne Flrm n F2sdd I�nadurv3Flm� a imzl ]oo
LEGEND
W WATER LINE
S SEWER LINE
SANITARY SEWER M.H.
WATER AND SEWER
EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PRIVATE
PUBLIC 10"
24"
/ SANITARY
\R.C.P. i
SEWER LINE
s
60' PUBLIC
SEWER
EASEMENT
PRIVAT
\
PRIVATE
Uik�AINA E
\ 21" R.C.P.
EAS ENT
s
\
\
\LOT 1, BLOCK 2
ENCROACH\MA NT No. 6
s \
EX. 15" SANITARY
SEWER LINE BY 07
PROFILE SCALE
Horizontal Scale: 1" = 40'
Vertical Scale: 1" = 4'
PROPOSED GROUND STING GROUND @
TERLINE OF PIPE
675 PRIVATE 675
PRIVATE I 21" R.C.P. I
24" R.C.P. I
I I I
I
670 I ; 670
I I I
PUBLIC
SEWER
665 I EASEMENT I 665
I
I
NOTE: 1
0.1
CONTRACTOR TO I S.S.
6 60 PROTECT SEWER LINEAT ALL TIMES DU
I I
CONSTRUCTIONRING 660
SHEET 1 1 OF 36
NORTH CITY
-ENCROACHMENT NO. 7
N
W E
S
GRAPHIC SCALE 1"=40'
0 40 80 120
PREPARED BY:
�► GMcivit
Engineering & Surveying
2559 Sw Grapevine Pk GppeVi texas7-
81Ia]493I3
rxEne Flrm n F29dd I naury Flm� a imzl loo
LEGEND
W WATER LINE
S SEWER LINE
SANITARY SEWER M.H
— — — — — — — WATER EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
// 1 1\I VlIIL ✓1\llll VlIVL �
5 PUBLIC EASEMENT
/ WATER EASEMENT
PUBLIC 8"
/ WATER LINE
LOT 1, BLOCK 4
PROFILE SCALE _ - -
Horizontal Scale: 1 40' / —
Vertical Scale: 1" = 4' EXISTING GROUND @
/ CENTERLINE OF PIPE
6690 90 1110ENTERLINE
PROPOSED GROUND @
i OF PIPE i
PROATE
PRIVATE 18 R C�P.
18" R.C.P.
685 ' 685
wl�.
PUBLIC WATER
I� EASEMENT
680 1 ! T 680
NOTE:
CONTRACTOR TO
PROTECT WATER LINE 675 CONSTRUCTION
AT ALL TIMES RING 6 75
SHEET 12 OF 36
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NORTH[ CITY
-ENCROACHMENT NO. B
N
W E
S
GRAPHIC SCALE 1"=40'
0 40 80 120
PREPARED BY:
�► GiMcivit
Engineering & Surveying
2559 Sw Grapevine Pk Gppevine,texas7—
rxEne Flrm n F2sdd I�nadurv3Flm� a imzl ]oo
LEGEND
W
WATER LINE
S
SEWER LINE
SANITARY SEWER M.H
WATER AND SEWER
EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
LOT 3, BLOCK 3
C`
II ENCROACHMENT No. 8
I i PRIVATE 24" R.C.P.
o I I I
.co
PUBLIC WATER &
/ 1 I / SEWER EASEMENT
/ PRIVATE
DRAINAGE
PUBLIC 8" SI,NITARY / EASEMENT
SEWER LINE / PUBLIC 8" WATER LINE
PROFILE SCALE I`
Horizontal Scale: 1" = 40' I EXISTING GROUND @
Vertical Scale: 1" - 4' PROPOSED GROUND @ CENTERLINE OF PIPE
CENTERLINE OF PIPE
690 , , 690
PRIVATE
24" R.C.P. I
685 � 685
�o
0
12"
680 W.L. 8„ 680
S.S.
NOTE:
CONTRACTOR TO PUBLIC WATER
PROTECT WATER & SEWER
AND SEWER LINE AT
6 75 ALL TIMES DURING EASEMENT 675
CONSTRUCTION
SHEET 13 OF 36
NORTH CITY
WE
ENCROACHMENT NO. 9-12
S
GRAPHIC SCALE 1-50'
0 50 100 150
\
PUBLIC WATER & / /
\ \ /
\ SEWER EASEMENT / CO
\ ENCROACHMENT No. 10
\ ENCROACHMENT No. 9 PUBLIC 8"
\ \ \ SANITARY SEWER
LOT 1 BLOCK 4 ^
s \
/PUBLIC 12"
WATER LINE
PRIVATE 30" R.C.P. \ \ \ / /
PRIVATE
DRAINAGE
ENCROACHMENT No. 11 i I EASEMENT
LOT 1, BLOCK 2 / \ / / \ \ \ / PRIVATE 18" R.C.P.
_ I PUBLIC SEWER ENCROACHMENT No. 27
/ \ � — J \
EASEMENT
\ NCROACHMENT No. 12
/ _ \
\ \LOT 2, BLOCK 3
RIVATE /
/ 18" R.C.P.
/ PRIVATE 42" R.C.P.
/
PUBLIC WATER EASEMENT \ \ \
LEGEND
W WATER LINE
S SEWER LINE
SANITARY SEWER M.H.
WATER AND SEWER
EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PREPARED BY:
�► GMcivil
Engineering & Surveying
—951 Grapevine Pkwy,GrapeW iews76-
—g — M F1944 1165un H. M I Wel-
SHEET 14 OF 35
LEGEND
W
WATER LINE
S
SEWER LINE
SANITARY SEWER M.H.
WATER AND SEWER
EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale: 1'' = 4'
.:1
675
'I
NOTE:
CONTRACTOR TO
PROTECT WATER
6 70 AND SEWER LINE AT
ALL TIMES DURING
CONSTRUCTION
30'' R.C.
PREPARED BY:
�► GMcivit
Engineering & Surveying
1559 SW Gmpevine 11-, GmpeNne, texas 7.51
BIIJ19-43I3
r�Enq Fiml # F-z9u I r�sury Firm # Imsl too
I
EXISTING GROUND @
CENTERLINE OF PIPE
PROPOSED GROUND @
CENTERLINE OF PIPE
o
12" W.L.
24" CASIN
8" S.S.
I
PUBLIC WATER
& SEWER
EASEMENT
.:1
675
670
SHEET 15 OF 35
NORTH CITY
ENCROACHMENT NO. T,0
LEGEND
WATER LINE
SEWER LINE
SANITARY SEWER M.H.
WATER AND SEWER
EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale: 1'' = 4'
.:1
675
NU I L.
CONTRACTOR TO
PROTECT WATER
6 70 AND SEWER LINE AT
ALL TIMES DURING
CONSTRUCTION
PREPARED BY:
�► GMcivit
Engineering & Surveying
2559 SW Grapevine 11-, Gmpevine, Tams 7.51
BIIJ19-43I3
r�Enq Fiml # F-z9u I T�sury Firm # Imsl Too
EXISTING GROUND @
CENTERLINE OF PIPE I �_
PROPOSED GROUND @
CENTERLINE OF PIPE
S.S.
PUBLIC WATER
& SEWER �I
EASEMENT
.:1
675
670
SHEET 16 OF 35
NORTH CITY
ENCROACHMENT NO. TT
LEGEND
W
WATER LINE
S
SEWER LINE
SANITARY SEWER M.H.
- — —
— - SEWER EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale: 1'' = 4'
.:1
675
670
EXISTING GROUND @
CENTERLINE OF PIPE
PREPARED BY:
�► GMcivit
Engineering & Surveying
2559 SW Grapevine 11-, Gmpevine, Tams 7.51
BIIJ19-43I3
r�Enq Fiml # F-z9u I T�sury Firm # Imsl Too
PROPOSED GROUND @
CENTERLINE OF PIPE
30" R.C.P•
id 1 8'' f.S.
W/ 0"-
CA91NG
PUBLIC
NOTE: I SEWER
CONTRACTOR TOL EASEMEN
665 PROTECT SEWER LINE
AT ALL TIMES DURING
CONSTRUCTION
675
670
665
SHEET 17 OF 35
NORTH CITY
ENCROACHMENT NO. )«
LEGEND
W WATER LINE
S SEWER LINE
SANITARY SEWER M.H.
— — — — — WATER EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PREPARED BY:
�► GMcivit
Engineering & Surveying
2559 SW Grapevine 11-, GmpavlI Tams 1.51
BIIJ19-43I3
r�Enq Fiml # F-z9u I T�sury Firm # Imsl Too
PROFILE SCALE -
Horizontal Scale: 1'' = 40'
Vertical Scale: 1" = 4'
-4POSED GRO:
680 EXISTING GROUND @ PRO ENN OUF PIE I I 680
CENTERLINE OF PIPE
I I I
I I
675 30'I R.C.P. 6 75
,� II
II
II
670 811 670
PUBLIC
WATER
NOTE: I EASEMENT
CONTRACTOR TO
PROTECT WATER LINE
6 6 5 AT ALL TIMES
CONSTRUCTIONRING I I 665
SHEET 18 OF 35
NORTH CITY
ENCROACHMENT NO. 27
LEGEND
W
WATER LINE
S
SEWER LINE
SANITARY SEWER M.H.
— — —
— — WATER EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PREPARED BY:
�► GMcivit
Engineering & Surveying
2559 SW Grapevine 11-, Gmpevine, Tams 1.51
BIIJ19-43I3
r�Enq Fiml # F-z9u I T�sury Firm # Imsl Too
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale: 1" = 4' I I EXISTING GROUND @
CENTERLINE OF PIPE —
685 �_ ---
PROPOSED GROUND @
CENTERLINE OF PIPE
675
NOTE:
CONTRACTOR TO
670 PROTECT WATER LINE
AT ALL TIMES DURING
CONSTRUCTION
30„ R C.P.
I Q
f$ PUBLIC
f WATER
EASEMENT
675
670
SHEET 19 OF 36
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NORTH CITY /
LOT 1,
BLOCK 2 PUBLIC 8"
ENCROACHMENT NO. 13
SANITARY SEWER
/
w E \ \
\ PUBLIC SEWER
\
\ EASEMENT
GRAPHIC SCALE 1"=40'
0 40 80 120
PREPARED BY:
\ /
LOT 2, BLOCK 2
GMcivil
ENCROACHMENT
Engineering & Surveying / S
2559 SW Grapevine Pkwy, Grapevine, iexos )6051
No.
13
81]aR9-d3]3
ixEnB Firm # Fs944 I Fxsun Fi, # ioozi mo
\
C/' \
PRIVATE
DRAINAGE
LEGEND
\EASEMENT
W WATER LINE
S \
S SEWER LINE
\ \
SANITARY SEWER M.H.
O
yG
\ \
- — — — — — - SEWER EASEMENT
STORM DRAIN INLET/
\
\
\
`r
STORM DRAIN
ENCROACHMENT PUBLIC 30' PRI TE 36" R.C.P.
BOUNDARY SEWER EASEMENT
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale: 1" = 4'
PUBLIC
SEWER
6 80 i EASEMENT
PROPOSED GRUND @
680
I
CENTERLINE OFOPIPE
EXISTING GROUND @
— CENTERLINE OF PIE
_ — — — — — -
675 i
675
I
PRIVATE
36" R.C.P.
6 70
670
NOTE:
CONTRACTOR TO
PROTECT SEWER LINE 8"
AT ALL TIMES DURING
6 6 5 S.S.
665
CONSTRUCTION I
SHEET 20 OF 36
NORTH CITY
ENCROACHMENT ENS' NO. 14-16
LEGEND
W WATER LINE
S SEWER LINE
SANITARY SEWER M.H.
- - - - - - - WATER EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PRIVATE
DRAINAGE EASEMENT
i
PRIVATE 30" R.C.P.
PRIVATE 18" R.C.P. —/ .
L _
LOT 2, BLOCK 2
/ I
PR TE 4 C. P.
NI
� II
LOT 3, BLOCK 2
I
L- --
IIII � I
s F
GRAPHIC SCALE 1"=40'
0 40 80 120
PREPARED BY:
r GMcivit
Engineering & Surveying
2559 SW Grapevine Pkw Grapevine, Texas ]6-
T gRnn8 29M1ixSury Ftrm#1-1-
— PUBLIC WATER EASEMENT
PRIVATE 36" R.C.P.
PRIVATE 30" R.C.P.
LJ --ENCROACHMENT No. 14
i
LOT 2, BLOCK 3
r_J
' ENCROACHMENT No. 15
I
I
PUBLIC 8" WATER LINE
I
I
I
20" STEEL ENCASEMENT
I
I
I
I
I
I
I
7LOT1, BLOCK 3
I
I /
ENCROACHMENT No. 16
L-�
I
SHEET 21 OF 36
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0
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NORTH
CITY
PREPARED BY:
ENCROACHMENT NO. 14
� GMcivit
Engineering & Surveying
2559 SW Grapevine 11-, Gmp¢vine, Tams 1.51
LEGENDa1'aza""
W
WATER LINE
S
SEWER LINE
SANITARY SEWER M.H.
— —
— — —
WATER EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale:
1" = 4'
EXISTING GROUND @
6 �0
I I
CENTERLINE OF PIPE
I
6 �0
PROPOSED GROUND @
CENTERLINE OF PIPE
I I
675
I
I
PRIVATE
675
gIVAT�
0 R.C.
30" R.C.P.
to
670
I
670
I
W.L.
PUBLIC
�. I. WATER
NOTE:
I
I EASEMENT
CONTRACTOR TO
665
PROTECT WATER LINE ,
AT ALL TIMES DURING
665
CONSTRUCTION
SHEET 22 OF 36
NORTH CITY
ENCROACHMENT NO. 15
W
WATER LINE
S
SEWER LINE
SANITARY SEWER M.H.
— — — — —
— — WATER EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PREPARED BY:
�► GMcivit
Engineering & Surveying
2559 SW Grapevine 11-, Gmpevine, Tams 1.51
BIIJ19-43I3
r�Enq Fiml # F-z9u I T�sury Firm # Imsl Too
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale: 1" = 4' I EXISTING GROUND @ — -
- CENTERLINE OF PIPE
680 I 680
I PROPOSED GROUND @
CENTERLINE OF PIPE
675 I PRIVATE I 675
PRIVATE
42" R.C.P.
PUBLIC
i WATER
670 I I EASEMENT 670
I
NOTE: W L.
CONTRACTOR TO
6 65 PROTECT WATER LINEAT ALL TIMES DU
I
CONSTRUCTIONRING I I 665
SHEET 23 OF 36
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NORTH CITY
PREPARED BY:
ENCROACHMENT NO. 16
� GMcivit
Engineering & Surveying
2559 SW Grapevine 11-, Gmp¢vine, Tams 1.51
LEGENDa1'aza""
W WATER LINE
S SEWER LINE
SANITARY SEWER M.H.
- —
— — - WATER EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PROFILE SCALE
Horizontal Scale: 1'' = 40'
PUBLIC
Vertical Scale:
1" = 4'
WATER
EASEMENT
680
ECEN ERL NE OGROUNDF PIE
I
680
6 75
PROPOSED GROUND @
CENTERLINE OF PIPE
675
PRIVATE
42" R.C.P.
6 70
670
Io
NOTE:
IW
CONTRACTOR TO
PROTECT WATER LINE
L
665
AT ALL TIMES
6 6 5
CONSTRUCTIONRING
SHEET 24 OF 36
NORTH CITY
ENCROACHMENT NO. 17-19
LEGEND
W WATER LINE
S SEWER LINE
SANITARY SEWER M.H.
WATER AND SEWER
EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PRIVATE
DRAINAGE EASEMENT
PRIVATE 2 1 " R.C.P.
LOT 3, BLOCK 2
PRIVATE 42" R.C.P.
I � I
I
I
IAn
I,
I I I
I
I
I
I
II I
I
I I I
I
IL
PRIVATE 48" R.C.P. r
_ J
00
L
s F
GRAPHIC SCALE 1"=40'
0 40 80 120
PP\EPARED BY:
r GMcivil
Engineering & Surveying
ssw sw c,oaa�ma rk.^rv, c�aae�ma,.a�s �awi
81]-3]R43I3
PUBLIC WATER EASEMENT
LOT 1, BLOCK 3
PRIVATE 2 1 " R.C.P.
ENCROACHMENT No. 17
PRIVATE 24" R.C.P.
ENCROACHMENT No. 18
PUBLIC 8" WATER LINE
ENCROACHMENT No. 19
SHEET 25 OF 36
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NORTH
CITY
PREPARED BY:
ENCROACHMENT NO. 17
� GMcivit
Engineering & Surveying
2559 SW Grapevine 11-, Gmp¢vine, Tams 1.51
LEGENDa1'aza""
W
WATER LINE
S
SEWER LINE
SANITARY SEWER M.H.
- —
— — — — -
WATER EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale: 1" = 4'
680
I I
I I
680
� I
EXISTING GROUND @
CENTERLINE OF PIPE
675
I I
I
6 75
CENTERLINE OF PIPE
C,
670
I
670
I I
18"
W.L.
NOTE:
5
CONTRACTOR TO
PROTECT WATER LINE I
AT ALL TIMES DURING
I
�--��
PUBLIC
WATER
5
CONSTRUCTION
I EASEMENT
SHEET 26 OF 36
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00—
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j N
W O
NORTH CITY
ENCROACHMENT NO. TB
W
WATER LINE
S
SEWER LINE
SANITARY SEWER M.H.
— — — — —
— — WATER EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PROFILE SCALE ,
Horizontal Scale: 1'' = 40'
Vertical Scale: 1" = 4' I
675 EXISTING GROUND @ 1
CENTERLINE OF PIPE
A
670
NOTE:
CONTRACTOR TO
PROTECT WATER LINE
660 AT ALL TIMES ICONSTRUCTIONRING
PUBLIC
WATER
I, EASEMENT
I II
I it
PREPARED BY:
�► GMcivit
Engineering & Surveying
2559 SW Grapevine Pkwy, Gmpevine, texas 7.51
BIIJ19-43I3
r�Enq Fiml # F-z9u I r�sury Firm # Imsl too
PROPOSED GROUND @
CENTERLINE OF PIPE
675
670
665
SHEET 27 OF 36
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NORTH ORTH CITY
PREPARED BY:
ENCROACHMENT NO. 19
� GMcivit
Engineering
2559 SW Grapevine 11-,
& Surveying
Gmp¢vine, Tams 1.51
LEGEND
W WATER LINE
S SEWER LINE
SANITARY SEWER M.H.
- —
— — — — - WATER EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale:
1" = 4'
PROPOSED GROUND @
I I PUBLIC
I.--ffWATER
I
680
CENTERLINE OF PIPE
I I EASEMENT
680
EXISTING GROUND @
675
CENTERLINE OF PIPE �_
f - -I
675
__---
, ,
670
670
I I PRIVATE
PRIVATE
42" R.C•P'
I
48" R.C.P.
� I
NOTE:
CONTRACTOR TO
665
PROTECT WATER LINE
AT ALL TIMES
665
CONSTRUCTIONRING
SHEET 28 OF 36
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NORTH CITY
ENCROACHMENT NO. 20
N
W E
LOT 4, BLOCK 2
S
GRAPHIC SCALE 1"=40'
�S
PRIVATE 2-24" R.C.P.
0 40 80 120
ENCROACHMENT No. 20
PREPARED BY:
rGMcivit
PRIVATE
Engineering & Surveying
2559 SW Gmpe.h. Pam. �P.V-r--I
BIIJ]P93I3
DRAINAGE
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EASEMENT
s---------------
LEGEND
W WATER LINE
PUBLIC 60'
S SEWER LINE
SEWER EASEMENT
SANITARY SEWER
M.H.
EX. 15" SANITARY -
- — — — — — - SEWER EASEMENT
SEWER LINE BY OTHERS
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale: 1" = 4'
PRIVATE
R•C P'
I 2-24"
680
, i
680
675
� I �
� I �
, ,
675
PUBLIC
SEWER
EASEMENT
670
, ,
670
15"
NOTE:
CONTRACTOR TO
S.S.
I I (OTHERS)
PROTECT SEWER LINE
665 AT ALL TIMES RING
665
CONSTRUCTION
I I
SHEET 29 OF 36
NORTH CITY
ENCROACHMENT NO. 21-23
LEGEND
W WATER LINE
S SEWER LINE
SANITARY SEWER M.H.
WATER AND SEWER
EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
N
W+E
S
GRAPHIC SCALE 1"=40'
0 40 80 120
PP,EPARED BY:
�► GMcivil
Engineering & Surveying
LOT 3, BLOCK 3 PUBLIC WATER EASEMENT
I I
PRIVATE I 3:
36" R.C.P. PUBLIC 8" WATER LINE
PRIVATE
I II
DRAINAGE EASEMENT PRIVATE DRAINAGE EASEMENT
ENCROACHMENT No. 21 PRIVATE 5' x 4' R.C.B.
PRIVATE
DRAINAGE
\ EASEMENT
-- -� -�
s-
ENCROACHMENT No. 22
PUBLIC
SEWER EASEMENT
LOT 1, BLOCK 3
PRIVATE
42" R.C.P.
PRIVATE 8' x 5' R.C.B.
ENCROACHMENT No. 23
PUBLIC 8" -
SANITARY SEWER
U)
U)
SHEET 30 OF 36
NORTH CITY
ENCROACHMENT NO. 21
LEGEND
W
WATER LINE
S
SEWER LINE
SANITARY SEWER M.H.
— — — — —
— — SEWER EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PREPARED BY:
�► GMcivit
Engineering & Surveying
2559 SW Grapevine 11-, Gmp¢vine, Tams 1.51
BIIJ1A43I3
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale: 1" = 4'
675 _-_ ---- 675
EXISTING GROUND @
CENTERLINE OF PIPE
PUBLIC
PROPOSED GROUND @ I SEWER
670 CENTERLINE OF PIPE I EASEMENT 670
PRIVATE
36T R.C•P•
I
� I
665 I 665
I I
NOTE:
CONTRACTOR TO
PROTECT SEWER LINE I I 8"
660 AT ALL TIMES
CONSTRUCTIONRING I S.S. I 660
SHEET 31 OF 36
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NORTH
CITY
PREPARED BY:
ENCROACHMENT NO. 22
� GMcivit
Engineering & Surveying
2559 SW Grapevine 11-, Gmp¢vine, Tams 1.51
LEGENDa1'aza""
W
WATER LINE
S
SEWER LINE
SANITARY SEWER M.H.
WATER AND SEWER
EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale: 1" = 4'
6�0
EXISTING GROUND @
I
I
68O
CENTERLINE OF PIPE
PUBLIC I
SEWER
PROPOSED
GROUND @
i EASEMENT
CENTERLINE OF PIPE
I
I
6 75
PRIVATE
675
670
tCP*
670
I
8"S.S.
NOTE:
CONTRACTOR TO
665
PROTECT SEWER LINE
AT ALL TIMES DURING
665
CONSTRUCTION
SHEET 32 OF 36
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3
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W O
NORTH ORTH
CITY
PREPARED BY:
ENCROACHMENT NO. 2
� GMcivit
Engineering & Surveying
2559 SW Grapevine 11-, Gmp¢vine, Tams 1.51
LEGEND
W
WATER LINE
S
SEWER LINE
SANITARY SEWER M.H.
WATER AND SEWER
EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale:
1" = 4'
PROPOSED GROUND @
6 70
\ �
I
I CENTERLINE OF PIPE
670
\
ITE
665
\
I PRIVATE PRIV
x5'R.C.B. 5' x 4' R
C. B.665
\
I81
+
I
\�
I
660
o o
660
8'
EXISTING GROUND @
8„
S.S.
W I
CENTERLINE OF PIPE
NOTE:
�
r
CONTRACTOR TO
PROTECT WATER
I PUBLIC WATER
55
AND SEWER LINE AT
ALL TIMES DURING
I
& SEWER
55
CONSTRUCTION
EASEMENT
SHEET 33 OF 36
NORTH CITY
ENCROACHMENT NO. 24-26
LEGEND
W WATER LINE
S SEWER LINE
SANITARY SEWER M.H.
WATER AND SEWER
EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
N
W+E
S
GRAPHIC SCALE 1"=40'
0 40 80 120
PREPARED BY:
�► GMcivil
Engineering & Surveying
2559SW Gmpevine'kwy, 3peV-T.-76-
-g H. M F2- 1 **sury Finn k 100I I ]00
I I
PUBLIC 8" I PUBLIC WATER &
WATER LINE I I I SEWER EASEMENT
I
I � I
I
ENCROACHMENT No. 24
PUBLIC WATER
EASEMENT
PRIVATE 2-30" R.C.P.
--------- ----- E CROACHMENT No. 25
w
-- - - - - --- —
'I
I ENCROACHMENT No. 26
I
L—
— — — — — — — — — — I/
PRIVATE 8"SANITARY SEWER
'PRIVATE 18" R.C.P.
PUBLIC SEWER EASEMENT
SHEET 34 OF 36
NORTH CITY
ENCROACHMENT NO. 24
1 Cf_CAlll
W
WATER LINE
S
SEWER LINE
SANITARY SEWER M.H.
WATER AND SEWER
EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PROFILE SCALE
Horizontal Scale: 1'' = 40'
Vertical Scale: 1'' = 4'
675
670
PROPOSED GROUND @
CENTERLINE OF PIPE
NOTE:
CONTRACTOR TO
PROTECT WATER
AND SEWER LINE AT
ALL TIMES DURIN
6 6 0 CONSTRUCTION G
C�
o,
I�
v 811
w.�.
8"
S.S.
PUBLIC WATER
II& SEWER
EASEMENT
PREPARED BY:
�► GMcivit
Engineering & Surveying
2559 SW Grapevine Pkwy, Gmp¢vine, rams 7.51
BIIJ1A43I3
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EXISTING GROUND (
CENTERLINE OF PIPE
675
670
665
SHEET 35 OF 36
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NORTH CITY
ENCROACH-MENT NO. 25-26
r P/�Pdlr%
W WATER LINE
S- SEWER LINE
SANITARY SEWER M.H.
WATER AND SEWER
EASEMENT
STORM DRAIN INLET/
STORM DRAIN
ENCROACHMENT
BOUNDARY
PROFILE SCALE CENTERLINE OF PIPE
Horizontal Scale: 1" = 40'
Vertical Scale: 1" = 4'
EXISTING GROUND @
CENTERLINE OF PIPE
I po,
675
670
NOTE:
CONTRACTOR TO
PROTECT WATER
AND SEWER LINE AT
66 5 DURINGALL TIMES
CONSTRUCTION
%%
N
W*E
s
GRAPHIC SCALE 1"=40'
0 40 80 120
P[YEPAREED BY:
�► GMcivil
Engineering 8 Surveying
u9 w—p-1.Pi ,G.oa—e..axa176-
81J-329-d8J3
ixEng Frm p F29M I ir5ury Firm # 1=1-
PRIVATE
18" R.C.P.
PUBLIC WATER
^ EASEMENTS
�I
�I
811 S.S.
PUBLIC SEWER
EASEMENT
j I
�M
8"
tV.L.
�I
675
• 'J
665
SHEET 36 OF 36
EXHIBIT D
Certificate of Insurance
Tier II Easement Encroachment Agreement Page 13 of 13
Revised 12/2022