HomeMy WebLinkAboutContract 60887-A1Date Received: 6/18/2024 Record Number: PN24-00029
Time Received: 2:30 a.m. City Secretary No.: 60887-A1
FIRST AMENDMENT
TO CITY SECRETARY CONTRACT NO.60887,
EASEMENT ENCROACHMENT LICENSE AGREEMENT
This FIRST AMENDMENT TO CITY SECRETARY CONTRACT NO.60887,
EASEMENT ENCROACHMENT LICENSE 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 herein by and through its duly authorized City Manager, Assistant City Manager, or
Development Services Department Director, and SP White Ft. Worth JV, LLC, a Delware limited liability
company ("Licensee"), acting herein by and through its duly authorized signatory.
RECITALS
WHEREAS, City and Licensee made and entered into City Secretary Contract No.60887 on
February 2" d, 2024 (the "Agreement"), to authorize an encroachment upon the City's easement for the
purposes installing a private sanitary sewer and storm drain; and
WHEREAS, the parties wish to amend the Agreement to replace the existing exhibits, in their
entirety, in the Encroachment Agreement, contract number 60887; and
WHEREAS, it is the mutual desire of City and Licensee to execute this Amendment to the
Agreement to revise "Exhibit A" in the Agreement to depict the revised encroachment area.
NOW, THEREFORE, City and Licensee, acting herein by and through their duly authorized
representatives, enter into the following that amends the Agreement:
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
Revised 12/2022
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"Exhibit A" in the Agreement is hereby replaced with the attached revised description of the
encroachment area, labeled as "Revised Exhibit A."
`A
The effective date of this Amendment shall be the date of its execution by the City.
9
All other provisions of the Agreement which are not expressly amended herein shall remain in
full force and effect.
Revised 12/2022
CITY OF FORT WORTH:
Z�:�
Dalton HarrellwiJun 17, 202417:14 CDT)
DJ Harrell, Director
Development Services
Date: Jun 17, 2024
Approved as to Form and Legality:
Jeremy Anato-Mensah
Assistant City Attorney
City Attorney's Office
Date: Jun 17, 2024
Attested by:
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P O� FORr�aaa
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Jannette Goodall, City Secretary
City Secretary's Office
Date: Jun 18, 2024
Contract Compliance Specialist:
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.
Re�ecc� bca ox"-/V
Rebecca Diane Owen (Jun 17, 202416:55 CDT)
Date: Jun 17, 2024
Revised 12/2022
Rebecca Owen
Development Manager
OFFICIAL RECORD
CITY SECRETARY
FT. WORTH, TX
MYMel 631Jl"a191'Am II11''l111111n0M'A1WLIJ'AY0ll1W3LaDRW1DILIM I I
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 DJ Harrell, Interim Director, 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 17th day of June
2024
o�PRVP�e WENDY L BEARDSLEE
Notary Public
Notary Public in and for the State of Texas * * STATE OF TEXAS
N9�oFP Notary I.D. 13323719-3
My Comm. Exp. July 28, 2025
After recording return to:
Development Services Department
Development Coordination Office
200 Texas Street
Fort Worth, Texas 76102
Revised 12/2022
LICENSEE:
SP White Ft. Worth JV, LLC
a Delaware limited liability company
By:
by: ET Dallas V, LP
a Delaware limited partnership
its sole member
by: ET Dallas V GP, LLC
a Delaware limited liability company
its general partner
James G. Koman
Manager
Date:
Revised 12/2022
STATE OF �`{ §
COUNTY OF �.� §
Al BEFORE ME, the undersigned authority, a Notary Public in and for the State of
IUM—, on this day personally appeared JaWj,-e5[o. �Omrj'h
known to me to be the person whose name is subscribed to the foregoing instrument, and
acknowledged to me that he or she executed the sam for the purposes and consideration therein
expressed, as the act and deed of a ��, i Q o- t
and in the capacity therein stated.
GIVEN UNDER MY HAND AND SEAL OF OFFICE this' day of
Inc , 20 .
�V- I. mt "
Notary Public in and for the
State of kAx( MISTI MCKiNLEY
Notary Public - Notary Seal 3
St Louis County - State of Missouri
Commission Number 13411907
My Commission Expires Apr 8, 2027
Revised 12/2022
REVISED EXHIBIT A
Revised 12/2022
OO WERALL o PLAN WOE
0 150 300 600
JANE W. WHITE IRREVOCABLE TRUST 2011 GRAPHIC SCALE IN FEET
TRACT 1
/ (INST. NO. D213007450)
/ \ JANUARY 9, 2013
ALL CORNERS ARE CALL TO BE
POINT FOR CORNER
C n I
3 TEXAS ELECTRIC SERVICE COMPANY
(VOL. 4213, PG. 422)
< GOOD
PART OF
0 WEST FORK PARTNERS, L.P. \ /
w TRACT 2
ro (VOL. 14435, PG. 483)
ENCROACHMENT
N ' — NO. 5 — II
o
�\ JANE W. WHITE
I IRREVOCABLE TRUST Li 2011 �
TRACT 2
Li-
Of
w JANE W. WHITE (INST. NO. D213007450) — I
IRREVOCABLE TRUST 2011
a TRACT 2 \ C = 5301 E FIRST STREET = I
z (INST. NO. D213007450)Ld
15301 E FIRST STREET
U
— ENCROACHMENT
NO. 1
Li
LOT 1, BLOCK 1
j ARC PARK ADDITION
m 1 (VOL. 388-176, PG. 67)
o = = r A° ENCROACHMENT I
� N0. 2
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ENCROACHMENT
co
= NO. 3
o 'nil 111111fillI a
t —�I ENCROACHMENTi
EAST 1ST STREET
I CITY OF FORT WORTH
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I (INST. NO. D209332796) I (A VARIABLE WIDTH RIGHT-OF-WAY)
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o TX REG. ENGINEERING FIRM F-11756 ENCROACHMENT AREA
o TX REG. SURVEYING FIRM LS-10074301
Westwood8l7.412.7,55OR H,ITXISROAD 1ST STREET INDUSTRIAL
ENCROACHMENT AGREEMENT
0LOCA7ED IN THE CITY OF FORT WORTH. TEXAS
BENG OUT OF THE JAMES BLACKWELL SURVEY. ABSIRACr NO. 148
DRAWN BY CHECKED BY SCALE DATE JOB NUA�ER TARRANT COUNTY 7EXAS
JMB HPB 1 "=300' 11 /29/2023 4750-21.280
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EASEMENT ENCROACHMENT AGREEMENT NO. 1
Part of Lot 1, Block 1, East First Street Addition
James Blackwell Survey, Abstract No. 148
City of Fort Worth, Tarrant County, Texas
DESCRIPTION, of a 225 square foot (0.005 acre) tract of land situated in the James Blackwell Survey, Abstract No. 148, City
of Fort Worth, Tarrant County, Texas; said tract being part of Lot 1, Block 1, East First Street Addition, an addition to the City
of Fort Worth recorded in Instrument No. D223051789 of the Official Public Records of Tarrant County, Texas; said 225 square
foot (0.005 acre) tract being more particularly described as follows (bearing System for this survey is based on the Texas
Coordinate System of 1983 (2011 adjustment), North Central Zone 4202, based on observations made on November 9, 2022
with a combined scale factor of 1.00012);
COMMENCING, at a 1/2-inch iron rod with "PACHECO KOCH" cap found for the common southerly corner of said Lot 1 and
Lot 2, Block 1 of said East First Street Addition; said point being in the north right-of-way line of East 1st Street (a variable
width right-of-way);
THENCE, South 89 degrees, 07 minutes, 44 seconds West, along said north line of East 1st Street, a distance of
24.50 feet to the southeast corner of an existing 15-foot Public Water Easement recorded in Instrument No.
D223051789 of said Official Public Records; from said point a 1/2-inch iron rod with "PACHECO KOCH" cap found
for an angle point bears South 89 degrees, 07 minutes, 44 seconds West, a distance of 510.32 feet;
THENCE, North 00 degrees, 52 minutes, 16 seconds West, departing said north line of East First Street, and along
the east line of said existing 15-foot Public Water Easement, a distance of 577.86 feet to the POINT OF BEGINNING;
THENCE, South 89 degrees, 07 minutes, 44 seconds West, departing said east line of existing 15-foot Public Water Easement,
a distance of 15.00 feet to a point for corner in the west line of said existing 15-foot Public Water Easement;
THENCE, North 00 degrees, 52 minutes, 16 seconds West, along said west line of existing 15-foot Public Water Easement, a
distance of 15.00 feet to a point for corner;
THENCE, North 89 degrees, 07 minutes, 44 seconds East, departing said west line of existing 15-foot Public Water Easement,
a distance of 15.00 feet to a point for corner in said east line of existing 15-foot Public Water Easement;
THENCE, South 00 degrees, 52 minutes, 16 seconds East, along said east line of existing 15-foot Public Water Easement, a
distance of 15.00 feet to the POINT OF BEGINNING;
CONTAINING: 225 square feet or 0.005 acres of land, more or less.
(A survey plat of even survey date herewith accompanies this description.)
The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out
the metes and bounds of the easement encroachment agreement tract described.
05/24/2024
Michael Larry Lewis. Jr. Date
Registered Professional Lan Surveyor No. 5773
Westwood Professional Services, Inc.
4060 Bryant Irvin Road, Fort Worth, TX 76109
(817) 412-7155
TX Reg. Surveying Firm LS-10074301
4750-21.280EX8-1 Legal.doc
4750-21.280EX8-1.dwg SDH
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,�P,.•G� sl�Tf,p••;l;
NICHAEL LARRY LEWI
Q5773 P
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PAGE 1 OF 2
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15' PRIVATE SANITARY
SEWER EASEMENT
(INST. NO. D223051789)
I
N 89'07'44" E
15.00'
N 00-52'16" W
15.00'
S 89'07'44" W
15.00'
LOT 1, BLOCK 1
EAST FIRST STREET
ADDITION
(INST. NO. D223051789)
I
10' PUBLIC OPEN
SPACE EASEMENT �I
(INST. NO. D223051789)
IRF (C.M.) S 89°07'44" W
510.32'
PUBLIC ACCESS
EASEMENT
(INST. NO. D223051789)
15' PUBLIC WATER
EASEMENT
(INST. NO. D223051789)
S 00*52'16" E
15.00'
EASEMENT
ENCROACHMENT
AGREEMENT
225 SF
(0.005 ACRES)
�J
�06
LOT 2, BLOCK 1
EAST FIRST STREET
ADDITION
(INST. NO. D223051789)
N I-- I
Lo,
1P, ,B.
z
10' PUBLIC OPEN
SPACE EASEMENT
(INST. NO. D223051789)
S 89`07'44" W IRF (C.M.)
24.50'
P,O.C.
EAST 1ST STREET
(VARIABLE RIGHT—OF—WAY)
N
0 15 30 60
GRAPHIC SCALE IN FEET
LEGEND
PROPERTY LINE
EASEMENT LINE
EXISTING EASEMENT LINE
O POINT FOR CORNER
(UNLESS OTHERWISE NOTED)
(C.M.) - CONTROLLING MONUMENT
IRF - 1/2-INCH IRON ROD
W/ "PACHECO KOCH" CAP FOUND
P..B.POINT OF BEGINNING
NOTES: A O. C.- POINT OF COMMENCING
��•0F• TF I. H metes ana oounas aescrlpTlon oT even
The undersigned, Registered Professional Land �P••G�STe'q•.-i survey date herewith accompanies this plat of
Surveyor, hereby certifies that this plat of CO. Q� Fo;9(p survey.
survey accurately sets out the metes and
bounds of the easement encroachment MICHAEL•LARRY LEWIS....... . 2. Bearing System for this survey is based on the
agreement tract described. ......................... Texas Coordinate System of 1983 (2011
lr;9 5773 P:Q adjustment), North Central Zone 4202, based
9,yoFEss0 on observations made on November 9, 2022
5/24/2024 �••SUR`1� with a combined scale factor of 1.00012.
Michael Larry ewis, Date EASEMENT
Registered Profession ! TX REG. ENGINEERING FIRM F-11756 ENCROACHMENT
Land Surveyor No. 5773 TX REG. SURVEYING FIRM LS-10074301
500 W 7TH ST. AGREEMENT NO. 1
FORT WORTH, TX 76102 PART OF LOT 1, BLOCK 1,
wd%c+wood817.412.7155 EAST FIRST STREET ADDITION
DRAWN BY CHECKED BY SCALE DATE JOB NUMBER JAMES BLACKWELL SURVEY, ABSTRACT NO. 148
SDH I GAL/MLL I 1"=30' I JAN. 2024 I 4750-21.280 CITY OF FORT WORTH, AGE 2AD�ZT COUNTY, TEXAS
EASEMENT ENCROACHMENT AGREEMENT NO. 2
Part of Lot 1, Block 1, East First Street Addition
James Blackwell Survey, Abstract No. 148
City of Fort Worth, Tarrant County, Texas
DESCRIPTION, of a 225 square foot (0.005 acre) tract of land situated in the James Blackwell Survey, Abstract No. 148, City
of Fort Worth, Tarrant County, Texas; said tract being part of Lot 1, Block 1, East First Street Addition, an addition to the City
of Fort Worth according to the plat recorded in Instrument No. D223051789 of the Official Public Records of Tarrant County,
Texas; said 225 square foot (0.005 acre) tract being more particularly described as follows (bearing System for this survey is
based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone 4202, based on observations made
on November 9, 2022 with a combined scale factor of 1.00012);
COMMENCING, at a 1/2-inch iron rod with "PACHECO KOCH" cap found for the common southerly corner of said Lot 1 and
Lot 2, Block 1 of said East First Street Addition; said point being in the north right-of-way line of East 1st Street (a variable
width right-of-way);
THENCE, South 89 degrees, 07 minutes, 44 seconds West, along said north line of East 1st Street, a distance of
24.50 feet to the southeast corner of an existing 15-foot Public Water Easement recorded in Instrument No.
D223051789 of said Official Public Records; from said point a 1/2-inch iron rod with "PACHECO KOCH" cap found
for an angle point bears South 89 degrees, 07 minutes, 44 seconds West, a distance of 510.32 feet;
THENCE, North 00 degrees, 52 minutes, 16 seconds West, departing said north line of East 1 st Street and along the
east line of said existing 15-foot Public Water Easement, a distance of 325.51 feet to the POINT OF BEGINNING;
THENCE, South 89 degrees, 07 minutes, 44 seconds West, departing said east line of existing 15-foot Public Water Easement,
a distance of 15.00 feet to a point for corner in the west line of said existing 15-foot Public Water Easement;
THENCE, North 00 degrees, 52 minutes, 16 seconds West, along said west line of existing 15-foot Public Water Easement, a
distance of 15.00 feet to a point for corner;
THENCE, North 89 degrees, 07 minutes, 44 seconds East, departing said west line of existing 15-foot Public Water Easement,
a distance of 15.00 feet to a point for corner in said east line of existing 15-foot Public Water Easement;
THENCE, South 00 degrees, 52 minutes, 16 seconds East, along said east line of existing 15-foot Public Water Easement, a
distance of 15.00 feet to the POINT OF BEGINNING;
CONTAINING: 225 square feet or 0.005 acres of land, more or less.
(A survey plat of even survey date herewith accompanies this description.)
The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out
the metes and bounds of the easement encroachment agreement tract described.
CA� rF,fp••;l05/24/2024 .....MichaelLarry Lew1s. Jr. Date Y LEWIRegistered Professional La urveyor No. 5773 3.••Westwood Professional Services, Inc. o?P'4060 Bryant Irvin Road, Fort Worth, TX 76109 itv��
(817) 412-7155
TX Reg. Surveying Firm LS-10074301
4750-21.280EX7-1 Legal.doc
4750-21.280EX7-1.dwg SDH
PAGE 1 OF 2
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0
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15' PRIVATE SANITARY
LOT 1, BLOCK 1
SEWER EASEMENT
EAST FIRST STREET
(INST. NO. D223051789)
ADDITION
I
(INST. NO. D223051789) I=
= PUBLIC ACCESS
EASEMENT
N 89'07'44" E
(INST. NO. D223051789)
15.00'
I -
I -
I
15' PUBLIC WATER
EASEMENT
N 00*52'16" W
(INST. NO. D223051789)
15.00'
EASEMENT
00'52'16" E
ENCROACHMENT
JS
15.00'
AGREEMENT
LOT 2, BLOCK 1
225 SF
I
EAST FIRST STREET
P.O.B. ADDITION
(0.005 ACRES)
3
S 89'07'44" W
�I
I (INST. NO. D223051789)
15.00'
N
L (V
O �
Z
I \
10' PUBLIC OPEN
\
10' PUBLIC OPEN
SPACE EASEMENT
SPACE EASEMENT
(INST. NO. D223051789)
(INST. NO. D223051789)
IRF (C.M.) S 89°07'44" W
S 89'07'44" W IRF (C.M.)
510.32'
24.50' A O. C.
EAST
1ST
STREET
LEGEND
(VARIABLE RIGHT—OF—WAY) — — — — PROPERTY LINE
N
0 15 30 60
GRAPHIC SCALE IN FEET
The undersigned, Registered Professional Land
9 9�
� ,%ST TF
P.•G�srfR•.;P
Surveyor, hereby certifies that
this plat of
�,; Q� Fo;9(p
survey accurately sets out the
metes and
bounds of the easement encroachment
MICHAELLARRY LEWIS,•JR.
agreement tract described.
•••.....................
9 5773 P?Q
9'•opESS��?�10
y°•••S
0_5_/24/2024
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_ _
Michael Larry Lewis Jr.
Date
Registered Professional
TX REG. ENGINEERING
FIRM F-11756
Land Surveyor No. 5773
TX REG. SURVEYING FIRM LS-1007430
0R7 H, TX 76102
wv.kAwood817.412.155
DRA WN BY I CHECKED BY SCALE DA TE JOB NUMBER
SDH GAL/MLL 1 "=30' JAN. 2024 4750-21.280
EASEMENT LINE
EXISTING EASEMENT LINE
0 POINT FOR CORNER
(UNLESS OTHERWISE NOTED)
(C.M.) - CONTROLLING MONUMENT
IRF - 1/2-INCH IRON ROD
W/ "PACHECO KOCH" CAP FOUND
P..B.POINT OF BEGINNING
NOTES:
P. O, C.- POINT OF COMMENCING
1. A metes and bounds description of even
survey date herewith accompanies this plat of
survey.
2. Bearing System for this survey is based on the
Texas Coordinate System of 1983 (2011
adjustment), North Central Zone 4202, based
on observations made on November 9, 2022
with a combined scale factor of 1.00012.
EASEMENT
ENCROACHMENT
AGREEMENT NO. 2
PART OF LOT 1, BLOCK 1,
EAST FIRST STREET ADDITION
JAMES BLACKWELL SURVEY, ABSTRACT NO. 148
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
PAGE 2 OF 2
EASEMENT ENCROACHMENT AGREEMENT NO. 3
Part of Lot 1, Block 1, East First Street Addition
James Blackwell Survey, Abstract No. 148
City of Fort Worth, Tarrant County, Texas
DESCRIPTION, of a 120 square foot (0.003 acre) tract of land situated in the James Blackwell Survey, Abstract No. 148, City
of Fort Worth, Tarrant County, Texas; said tract being part of Lot 1, Block 1, an addition to the City of Fort Worth, according to
the plat of East First Street Addition recorded in Instrument No. D223051789 of the Official Public Records of Tarrant County,
Texas; said 120 square foot (0.003 acre) tract being more particularly described as follows (bearing System for this survey is
based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone 4202, based on observations made
on November 9, 2022 with a combined scale factor of 1.00012);
COMMENCING, at a 1/2-inch iron rod with "PACHECO KOCH" cap found for the common southerly corner of said Lot 1 and
Lot 2, Block 1 of said East First Street Addition; said point being in the north right-of-way line of East 1st Street (a variable
width right-of-way);
THENCE, South 89 degrees, 07 minutes, 44 seconds West, along said north line of East 1st Street, a distance of
24.50 feet to the southeast corner of an existing 15-foot Public Water Easement recorded in Instrument No.
D223051789 of said Official Public Records; from said point a 1/2-inch iron rod with "PACHECO KOCH" cap found
for an angle point bears South 89 degrees, 07 minutes, 44 seconds West, a distance of 510.32 feet;
THENCE, North 00 degrees, 52 minutes, 16 seconds West, departing said north line of East 1 st Street and along the
east line of said existing 15-foot Public Water Easement, a distance of 138.95 feet to the POINT OF BEGINNING;
THENCE, North 00 degrees, 52 minutes, 16 seconds West, a distance of 10.00 feet to a point for corner;
THENCE, North 89 degrees, 07 minutes, 44 seconds East, a distance of 12.00 feet to a point for corner;
THENCE, South 00 degrees, 52 minutes, 16 seconds East, a distance of 10.00 feet to a point for corner;
THENCE, South 89 degrees, 07 minutes, 44 seconds West, a distance of 12.00 feet to the POINT OF BEGINNING;
CONTAINING: 120 square feet or 0.003 acres of land, more or less.
(A survey plat of even survey date herewith accompanies this description.)
The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out
the metes and bounds of the easement encroachment agreement tract described.
_ 05/24/2024
Michael Larry Lev4is. Jr. ' / Date
Registered Professional L Surveyor No. 5773
Westwood Professional Services, Inc.
500 W. 7th Street, Fort Worth, TX 76102
(817) 412-7155
TX Reg. Surveying Firm LS-10074301
4750-21.280EX6-1 Legal.doc
4750-21.280EX6-1.dwg SDH
�.. S T E,9
MICHAEL LARRY LEWI
�0 5773 aQ
FS U R`� �i
PAGE 1 OF 2
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LOT 1, BLOCK 1
EAST FIRST STREET
ADDITION I-
(INST. NO. D223051789)
EASEMENT
ENCROACHMENT
AGREEMENT
120 SF
(0.003 ACRES)
N 00*52'16" W�
10.00' 'I
P. O.B.
10' PUBLIC OPEN
SPACE EASEMENT
(INST. NO. D223051789) �I
�- S 89°07'44" W_ 510.32'
IRF
(C.M.)
I
- PUBLIC ACCESS
EASEMENT
(INST. NO. D223051789)
= = I 15' PUBLIC WATER
EASEMENT
(INST. NO. D223051789)
N 89'07'44" E LOT 2, BLOCK 1
12.00' EAST FIRST STREET
ADDITION
(INST. NO. D223051789)
S 00'52'16" E
10.00'
N o S 89'07'44" W
o - 12.00'
z
10' PUBLIC OPEN
IRF SPACE EASEMENT — —
- � - (C.M.) \ (INST. N0. D223051789)
S 89°07'44" W
24.50' P. O. C.
EAST 1ST STREET
(VARIABLE RIGHT—OF—WAY)
N
0 15 30 60
GRAPHIC SCALE IN FEET
The undersigned, Registered Professional Land `Q�G'gj'fRF.r•
Surveyor, hereby certifies that this plat of ;•Q�c Fo-KP
�
survey accurately sets out the metes and
bounds of the easement encroachment MICHAEL•LARRY LEWIS,•JR.
agreement tract described. ••.....................
:A 5773 P :Q
__ op
05/24/2024 S U R
Michael Larry L is J . Date
Registered Professional TX REG. ENGINEERING FIRM F-11756
Land Surve or No 5773
LEGEND
PROPERTY LINE
EASEMENT LINE
EXISTING EASEMENT LINE
O POINT FOR CORNER
(UNLESS OTHERWISE NOTED)
CONTROLLING MONUMENT
IRF — 1/2—INCH IRON ROD W/
"PACHECO KOCH" CAP FOUND
POINT OF BEGINNING
NOTES: P. O. C.- POINT OF COMMENCING
1. A metes and bounds description of even
survey date herewith accompanies this plat of
survey.
2. Bearing System for this survey is based on the
Texas Coordinate System of 1983 (2011
adjustment), North Central Zone 4202, based
on observations made on November 9, 2022
with a combined scale factor of 1.00012.
y TX REG. SURVEYING FIRM LS-10074301
500 ORT/ O H, TX 76102
Wec,,twood.17.412.71.,
w DRA WN BY I CHECKED BY SCALE DA TE
SDH GAL/MLL 1 "=30' JAN. 2024
JOB NUMBER
4750= 21.280
EASEMENT
ENCROACHMENT
AGREEMENT NO. 3
PART OF LOT 1, BLOCK 1,
EAST FIRST STREET ADDITION
JAMES BLACKWELL SURVEY, ABSTRACT NO. 148
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
PAGE 2 OF 2
EASEMENT ENCROACHMENT AGREEMENT NO. 4
Part of Lot 1, Block 1, East First Street Addition
James Blackwell Survey, Abstract No. 148
City of Fort Worth, Tarrant County, Texas
DESCRIPTION, of a 675 square foot (0.015 acre) tract of land situated in the James Blackwell Survey, Abstract No. 148, City
of Fort Worth, Tarrant County, Texas; said tract being part of Lot 1, Block 1, East First Street Addition, an addition to the City
of Fort Worth according to the plat recorded in Instrument No. D223051789 of the Official Public Records of Tarrant County,
Texas; said 675 square foot (0.015 acre) tract being more particularly described as follows (bearing System for this survey is
based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone 4202, based on observations made
on November 9, 2022 with a combined scale factor of 1.00012);
COMMENCING, at a 1/2-inch iron rod with "PACHECO KOCH" cap found for the common southerly corner of said Lot 1 and
Lot 2, Block 1 of said East First Street Addition; said point being in the north right-of-way line of East 1st Street (a variable
width right-of-way);
THENCE, South 89 degrees, 07 minutes, 44 seconds West, along said north line of East 1st Street, a distance of
24.50 feet to the southeast corner of an existing 15-foot Public Water Easement recorded in Instrument No.
D223051789 of said Official Public Records; from said point a 1/2-inch iron rod with "PACHECO KOCH" cap found
for an angle point bears South 89 degrees, 07 minutes, 44 seconds West, a distance of 510.32 feet;
THENCE, North 00 degrees, 52 minutes, 16 seconds West, departing said north line of East 1 st Street and along the
east line of said existing 15-foot Public Water Easement, a distance of 43.16 feet to the POINT OF BEGININNG;
THENCE, South 89 degrees, 07 minutes, 44 seconds West, departing said east line of existing 15-foot Public Water Easement,
a distance of 15.00 feet to a point for corner in the west line of said existing 15-foot Public Water Easement;
THENCE, North 00 degrees, 52 minutes, 16 seconds West, along said west line of existing 15-foot Public Water Easement, a
distance of 45.00 feet to a point for corner;
THENCE, North 89 degrees, 07 minutes, 44 seconds East, departing said west line of existing 15-foot Public Water Easement,
a distance of 15.00 feet to a point for corner in said east line of existing 15-foot Public Water Easement;
THENCE, South 00 degrees, 52 minutes, 16 seconds East, along said east line of existing 15-foot Public Water Easement, a
distance of 45.00 feet to a point to the POINT OF BEGINNING;
CONTAINING: 675 square feet or 0.015 acres of land, more or less.
(A survey plat of even survey date herewith accompanies this description.)
The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out
the metes and bounds of the easement encroachment agreement tract described.
CA�
l�fp�;105/24/2024Michael Larry Lewis, Jr. Date Y LEWIRegistered Professional Land Surveyor No. 5773 .••P•Westwood Professional Services, Inc.°?500 W. 7th Street, Fort Worth, TX 76102 v4,
(817) 412-7155
TX Reg. Surveying Firm LS-10074301
4750-21.280EX5-1 Legal.doc
4750-21.280EX5-1.dwg SDH
PAGE 1 OF 2
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PUBLIC ACCESS
EASEMENT
(INST. NO. D223051789)
- 15' PUBLIC WATER
EASEMENT EASEMENT
ENCROACHMENT (INST NO. D223051789)
AGREEMENT N 89'07'44" E
675 SF 15.00'
(0 015 ACRES)
LOT 1, BLOCK 1
EAST FIRST STREET
ADDITION
(INST. NO. D223051789)
—-T—
N 00'52'16" W 1I45 0052'16" E
45.00'
LOT 2, BLOCK 1
S 89'07'44" W L
- DRAINAGE FACILITY 15.00'
EASEMENT
(INST. NO. D212305638)
10' PUBLIC OPEN
SPACE EASEMENT
(INST. NO. D223051789) �I
— S 89°07'44" W— 510.32' / l
EAST 1ST STREET
(VARIABLE RIGHT—OF—WAY)
U
0 15 30 60
GRAPHIC SCALE IN FEET
OF
The undersigned, Registered Professional Land `Q�G%j'fRF.r•
Surveyor, hereby certifies that this plat of COO Fo;!p
survey accurately sets out the metes and
bounds of the easement encroachment MICHAEL•LARRY LEWIS,•JR.
agreement tract described. ..%..................... 1
9 90 5773 a?P o
5/24/2024 ya• •SURD``
Michael Larry L wis r Date
Registered Professional TX REG. ENGINEERING FIRM F-11756
L d S N 5773
EAST FIRST STREET
ADDITION
P, O.B. (INST. NO. D223051789)
n
0 10' PUBLIC OPEN
SPACE EASEMENT
z (�M) (INST. NO. D223051789)
S 89°07'44" W
24.50' P. O. C.
LEGEND
PROPERTY LINE
EASEMENT LINE
EXISTING EASEMENT LINE
O POINT FOR CORNER
(UNLESS OTHERWISE NOTED)
(C.M.) - CONTROLLING MONUMENT
IRF - 1/2-INCH IRON ROD W/
"PACHECO KOCH" CAP FOUND
POINT OF BEGINNING
NOTES: P. O. C.- POINT OF COMMENCING
1. A metes and bounds description of even
survey date herewith accompanies this plat of
survey.
2. Bearing System for this survey is based on the
Texas Coordinate System of 1983 (2011
adjustment), North Central Zone 4202, based
on observations made on November 9, 2022
with a combined scale factor of 1.00012.
an urveyor o. TX REG. SURVEYING FIRM LS-10074301
Westwood 500
$ORTI2 O 55H, TX 76102
w DRA WN BY I CHECKED BY SCALE DA TE
SDH GAL/MLL 1 "=30' JAN. 2024
JOB NUMBER
4750= 21.280
EASEMENT
ENCROACHMENT
AGREEMENT NO. 4
PART OF LOT 1, BLOCK 1,
EAST FIRST STREET ADDITION
JAMES BLACKWELL SURVEY, ABSTRACT NO. 148
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
PAGE 2 OF 2
EASEMENT ENCROACHMENT AGREEMENT NO. 5
Part of Lot 1, Block 1, East First Street Addition
James Blackwell Survey, Abstract No. 148
City of Fort Worth, Tarrant County, Texas
DESCRIPTION, of a 300 square foot (0.007 acre) tract of land situated in the James Blackwell Survey, Abstract No. 148, City
of Fort Worth, Tarrant County, Texas; said tract being part of Lot 1, Block 1, East First Street Addition, an addition to the City
of Fort Worth recorded in Instrument No. D223051789 of the Official Public Records of Tarrant County, Texas; said 300 square
foot (0.007 acre) tract being more particularly described as follows (bearing System for this survey is based on the Texas
Coordinate System of 1983 (2011 adjustment), North Central Zone 4202, based on observations made on November 9, 2022
with a combined scale factor of 1.00012);
COMMENCING, at a 1/2 inch iron rod with "PACHECO KOCH" cap found for the common southerly corner of said Lot 1 and
Lot 2, Block 1 of said East First Street Addition; said point being in the north right-of-way line of East 1st Street (a variable
width right-of-way);
THENCE, South 89 degrees, 07 minutes, 44 seconds West, along said north line of East First Street, a distance of
39.50 feet to the southwest corner of an existing 15-foot Public Water Easement recorded in Instrument No.
D223051789 of said Official Public Records, from which a 1/2 inch iron rod with "PACHECO KOCH" cap found bears
South 89 degrees, 07 minutes, 44 seconds West a distance of 495.32 feet;
THENCE, North 00 degrees, 52 minutes, 16 seconds West, departing said north line of East First Street, and along
the west line of said existing 15-foot Public Water Easement, a distance of 1,245.63 feet to the POINT OF
BEGINNING;
THENCE, North 00 degrees, 52 minutes, 16 seconds West along said west line of existing 15-foot Public Water Easement, a
distance of 20.00 feet to a point for corner;
THENCE, North 89 degrees, 07 minutes, 44 seconds East, departing said west line of existing 15-foot Public Water Easement,
a distance of 15.00 feet to a point for corner in the east line of said existing 15-foot Public Water Easement;
THENCE, South 00 degrees, 52 minutes, 16 seconds East, along said east line of existing 15-foot Public Water Easement, a
distance of 20.00 feet to a point for corner;
THENCE, South 89 degrees, 07 minutes, 44 seconds West, departing said east line of existing 15-foot Public Water Easement,
a distance of 15.00 feet to the POINT OF BEGINNING;
CONTAINING: 300 square feet or 0.007 acres of land, more or less.
(A survey plat of even survey date herewith accompanies this description.)
The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out
the metes and bounds of the easement encroachment agreement tract described.
CA,
TF1fp�;I05/23/2024°Michael Larry Lewis. Jr Date Y LEWIRegistered Professiona nd Surveyor No. 5773 .••P•Westwood Professional Services, Inc. 014060 Bryant Irvin Road, Fort Worth, TX 76109v�
(817) 412-7155
TX Reg. Surveying Firm LS-10074301
4750-21.280EX14 Legal.doc
4750-21.280EX14.dwg MMJ
PAGE 1 OF 2
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— — PUBLIC ACCESS
N 00*52'16" W N 89'0+4" E EASEMENT
20.00'
15.00' (INST. NO. D223051789)
»
EASEMENT CIS 00 52 16
ENCROACHMENT &.00'
AGREEMENT /
300 SFI
(0.007 ACRES)I S
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10' PUBLIC OPEN
SPACE EASEMENT �I
(INST. O. D223051789)
IRF (C.M.) S 89'07'44" W
495.32'
EAST 1ST STREET
(VARIABLE RIGHT-OF-WAY)
0 15 30 60
GRAPHIC SCALE IN FEET
The undersigned, Registered Professional Land �� %S* TF
9 9 �P.•G�sTfR•.;P
Surveyor, hereby certifies that this plat of �,; Q� F6 .4p
survey accurately sets out the metes and
bounds of the easement encroachment MICHAEL•LARRY LEWIS,•J
agreement tract described. ..................••;
9 5773 P?Q
9••0pESS�a?�10
05/23/2024 y°•••S U R�
LOT 2, BLOCK 1
EAST FIRST STREET
ADDITION
(INST. N0. D223051789)
= 15' PRIVATE SANITARY
SEWER EASEMENT
(INST. N0. D223051789)
10' PUBLIC OPEN
SPACE EASEMENT
— � \ (INST. N0. D223051789)
S 89'07'44" W IRF (C.M.)
39.50'
P,O.C,
NOTES:
LEGEND
PROPERTY LINE
EASEMENT LINE
EXISTING EASEMENT LINE
0 POINT FOR CORNER
(UNLESS OTHERWISE NOTED)
(C.M.) — CONTROLLING MONUMENT
IRF — 1/2—INCH IRON ROD
W/ "PACHECO KOCH" CAP FOUND
POINT OF BEGINNING
P,O.B.
POINT OF COMMENCING
1. A metes and bounds description of even
survey date herewith accompanies this plat of
survey.
2. Bearing System for this survey is based on the
Texas Coordinate System of 1983 (2011
adjustment), North Central Zone 4202, based
on observations made on November 9, 2022
with a combined scale factor of 1.00012.
Michael Larry Lewis, Jr. Date
Registered Professional TX REG. ENGINEERING FIRM F-11756
Land Surveyor No. 5773 TX REG. SURVEYING FIRM LS-10074301
wd%c+wood817.412.7155OROH, TX 76102
DRA WN BY CHECKED BY SCALE DA TE JOB NUMBER
MMJ DCP/MLL 1 "=30' MAY 2024 4750-21.280
EASEMENT
ENCROACHMENT
AGREEMENT NO. 5
PART OF LOT 1, BLOCK 1,
EAST FIRST STREET ADDITION
JAMES BLACKWELL SURVEY, ABSTRACT N0. 148
CITY OF FORT WORTH, TARRANT COUNTY, TEXAS
PAGE 20F2
EMIC BOO ACaNENT HOO o I o PLAH MOEW
0 20 40 80
GRAPHIC SCALE IN FEET
II
I I PRIVATE STORM DRAIN CROSSING
' "-I (ENCROACHMENT NO. 1)
15.0'
10
—-
I
PROPOSED 36" PRIVATE I = I = 24.5' TO PL
STORM DRAIN
PUBLIC 12"
WATER LINE I I I I JANE W. WHITE
IRREVOCABLE TRUST 2011
15' PUBLIC WATER - TRACT 2
EASEMENT (INST. NO. D213007450)
15301 E FIRST STREET
I PRIVATE 15
SANITARY SEWER
I I EASEMENT
60' PUBLIC
ACCESS EASEMENT I
NOTES:
1. CONTRACTOR TO INSTALL WARNING TAPE ON TOP OF ALL PRIVATE STORM DRAIN AND SANITARY SEWER INSIDE OF
PUBLIC WATER OR SEWER EASEMENTS.
2. OWNER MUST BE AN ACTIVE PARTICIPANT IN THE TEXAS EXCAVATION SAFETY SYSTEM (TESS) OR ITS EQUIVALENT
FOR THE DURATION OF THE ENCROACHMENT.
3. CONTRACTOR TO PROVIDE DENSITY TESTING RECORDS TO CITY.
4. REPAIRS TO PRIVATE STORM DRAIN AND SANITARY SEWER WITHIN PUBLIC WATER OR SEWER EASEMENTS MUST BE
DONE BY A CONTRACTOR THAT MEETS THE CITY'S LICENSE, BONDING, AND INSURANCE REQUIREMENTS.
5. FUTURE PAVING REPAIRS WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNER.
N TX REG. ENGINEERING FIRM F-11756
TX REG. SURVEYING FIRM LS-10074301
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AD
lAiOc+1AAArI FORT WORTH,ITX161 9
817.412.7155
o DRAWN BY CHECKED BY SCALE DATE JOB
NUMBER
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I E G E N C=>
V111111A ENCROACHMENT AREA
1ST STREET INDUSTRIAL
ENCROACHMENT AGREEMENT
LOCA70 IN THE CITY OF FORT WORTH. TEXAS
BEING OUT OF 7K JAM BIUCKWE1L SURVEY. ABSTRACT NO. 148
TARRANT COUNTY, TEXAS
LSH HOAVUIJLI EH7 HOo U m P ROFOL E V OE UI:/
0 20 40 80 120
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LOCATED IN THE CITY OF FORT wamm. TE m
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JANE W. WHITE
IRREVOCABLE TRUST 2011
TRACT 2
(INST. NO. D213007450)
15301 E FIRST STREET
PROPOSED 1" PRIVATE
DOMESTIC WATERLINE
I �
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WATER LINE
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GRAPHIC SCALE IN FEET
PRIVATE WATER SERVICE CROSSING
(ENCROACHMENT NO. 2)
PRIVATE 15'
SANITARY SEWER
EASEMENT
NOTES:
1. CONTRACTOR TO INSTALL WARNING TAPE ON TOP OF ALL PRIVATE STORM DRAIN AND SANITARY SEWER INSIDE OF
PUBLIC WATER OR SEWER EASEMENTS.
2. OWNER MUST BE AN ACTIVE PARTICIPANT IN THE TEXAS EXCAVATION SAFETY SYSTEM (TESS) OR ITS EQUIVALENT
FOR THE DURATION OF THE ENCROACHMENT.
3. CONTRACTOR TO PROVIDE DENSITY TESTING RECORDS TO CITY.
4. REPAIRS TO PRIVATE STORM DRAIN AND SANITARY SEWER WITHIN PUBLIC WATER OR SEWER EASEMENTS MUST BE
DONE BY A CONTRACTOR THAT MEETS THE CITY'S LICENSE, BONDING, AND INSURANCE REQUIREMENTS.
5. FUTURE PAVING REPAIRS WILL BE THE RESPONSIBILITY OF THE PROPERTY OWNER.
N TX REG. ENGINEERING FIRM F-11756
TX REG. SURVEYING FIRM LS-10074301
I— E G E N =
V111111A ENCROACHMENT AREA
WestwoodFORT
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WORTHRYANT
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ENCROACHMENT AGREEMENT
LOCATED IN THE CITY OF FORT WORIH. TEXAS
Z
DRAWN BY
CHECKED BY
SCALE
DATE
JOB NUMBER
BEING OUT OF THE JAMES BLACKWELL SURVEY, ABSTRACT NO. 148
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4. REPAIRS TO PRIVATE STORM DRAIN AND SANITARY SEWER WITHIN PUBLIC
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MEETS THE CITY'S LICENSE, BONDING, AND INSURANCE REQUIREMENTS.
5. FUTURE PAVING REPAIRS WILL BE THE RESPONSIBILITY OF THE =>
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TX REG. ENGINEERING FIRM F-11756 V111111 ENCROACHMENT AREA
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m JMB HPB 1"=40' 11/29/2023 1 4750-21.280
1ST STREET INDUSTRIAL
ENCROACHMENT AGREEMENT
LOCATED IN THE CITY OF FORT WORTH, TEXAS
BEING OUT OF 7HE JAMTS BLACKWELL SURVEY, ABSTRACT NO. 148
TARRANT COUNTY. TEXAS
0 20 40 80 120
GRAPHIC SCALE IN FEET
0 4 8 12
VERTICAL SCALE IN FEET
525 525
LIMIT OF
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FINISH GRADE II
520 r EXISTING GRADE 520
- 1
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515 LEAD LINE 515
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N 0+00 1 +00 1 +75
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LOCATED IN THE CITY OF FORT WORIH. TEXAS
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505
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1 +00 1 +29
1ST STREET INDUSTRIAL
ENCROACHMENT AGREEMENT
LOCATED IN THE CITY OF FORT WORTH, TEXAS
BEING OUT OF 7HE JAMTS BLACKWELL SURVEY, ABSTRACT NO. 148
TARRANT COUNTY. TEXAS
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TRACT 2
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0 20 40 80
GRAPHIC SCALE IN FEET
TEXAS ELECTRIC SERVICE COMPANY
(VOL. 4213, PG. 422)
PROPOSED
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IRREVOCABLE TRUST 2011
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I15301 E FIRST STREET
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NOTES:
1. CONTRACTOR TO INSTALL WARNING TAPE ON TOP OF ALL PRIVATE STORM DRAIN AND SANITARY SEWER INSIDE OF
PUBLIC WATER OR SEWER EASEMENTS.
2. OWNER MUST BE AN ACTIVE PARTICIPANT IN THE TEXAS EXCAVATION SAFETY SYSTEM (TESS) OR ITS EQUIVALENT
FOR THE DURATION OF THE ENCROACHMENT.
3. CONTRACTOR TO PROVIDE DENSITY TESTING RECORDS TO CITY.
4. REPAIRS TO PRIVATE STORM DRAIN AND SANITARY SEWER WITHIN PUBLIC WATER OR SEWER EASEMENTS MUST BE
< DONE BY A CONTRACTOR THAT MEETS THE CITY'S LICENSE, BONDING, AND INSURANCE REQUIREMENTS.
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DRAWN BY CHECKED BY SCALE DATE JOB NUAWER
Y JMB I HPB I1"=40' V:1"=5'I 11/29/2023 I 4750-21.280
1ST STREET INDUSTRIAL
ENCROACHMENT AGREEMENT
LOCATED IN THE CITY OF FORT WORTH. TEXAS
EYEING OUT OF THE DAMES BLACKWELL SURVEY. ABSTRACT NO. 148
TARRANT COUNTY. TEXAS
0
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EXISTNG GAS \
WELL SETBACK
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END AN O CAP
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l {
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200' GAS WELL HEAD
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PROPOSED 15'
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/ (BY PLAT)
PROPOSED 80' PUBLIC
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CONSTRUCTION NOTES
NOTE: CONTRACTOR STALL PROTECT ALL EXISTING TREES, FENCES.
FOR VCRTN WATER DEPT.—REED OPERATIONS (81]
ATMT TIN OS IR EN TWPW (81]) 8]1-8100
GY
TXU�EGAS MERGY —800-233(812I3315-821♦
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(16" WATER X-14588) ti
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TRACT
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NOTES:
1 END PUBLIC 8" FIRE LINE AT EASEMENT AND/OR PROPPROPERTYUI
- - - - - - - REFERENCE PRIVATE PACKAGE FOR CONTINUATION —
2 2" DOMESTIC WATER METERS SHALL BE PLACED 1.5' BEHIND THE BACK OF_
CURB A MEASURED FROM THE EDGE THE METER SO
3. %
END DOMESTIC WATER SERWCE AT THE METER. REFERENCE PRIVATE
STA 0+15.00 LINE "W-1" PACKAGE FOR CONTNUATON.
INSTALL: 4. ALL WATER SERNCES SHALL BE COPPER PER DETAIL D112 ON SHEET J.
IE '°17_ 5. ALL 8' PUBLIC WATER LINES SHALL BE DUCTILE IRON PIPE IF LESS TAX
1-12" GALE VALVE OR EpUAL TO 4' OF COVER UNDER THE EXISTNG PAVEMENT. OTHERWISE,--�
N:8984922.25 PIPE SHALL BE C900 DR14 PVC. REFERENCE WATER LINE LOWERING-
��E�-E:234]159.41
DETAILS D182 WATER
SHEET ] FOR CLARITY.
A.:TA +00.00 LINE "W-1' iuwr 8. PROPOSED WATER UNES SHALL CROSS OVER THE EXISTING SANITARY
REMOVE 12" CLEANING PIG SEVER MAIN WHENEVER POSSIBLE THE WATER LINE DEPTH SHALL NOT
INSTALL: ENCROACH ON LESS THAN 3' OF COVER UNDER THE EXISTING PAVEMENT.
� � I -STD. FIRE HYDRANT -J. PROPOSED WATER LINES SHALL MAINTAIN A MINIMUM 2- VERTICAL__�
WITH AUTOMATIC FLUSHING DENCE SEPARATION WHEN CROSSING A SANITARY SEWER MAIN AND A MINIMUM 3'�/
N:69649 4.41 j TICAL SEPARATION WHEN CROSSING A GAS VAIN.•
_ E:59649 4.41 8. ALL VERTICAL AND HORIZONTAL FITTINGS AND VPLVES SHALL BE
INSTALLED WI1H RESTRAINED JOINTS IN ADDITION TO CONCRETE TNRUFTs
BLOCMNG IN ACCORDANCE WITH CFW WATER INSTALLATION CRITERIA 6.5.3.
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I.OMME. CONSTRUCTION NOTES
cmx W1sx mY015 1 77 •7-7-1— NOTE CONTRACTOR SHALL PROTECT ALL EXISTING TREES, FENCES,
" E D^'M1aBi�rro 119 ALEL III I RADII AND
SHABE 15 IES UNLESS ALL O WERMSEAY N SHALL BE
RA V 1= NO E CON RTR
"CDR OTHSHEAIMSEE NOTED
J- -- NOTE OF PROPOSES RIGHT OF WAY. EMSTING FENCES AS NOTED TD ONE MET
� THE CONTRACM SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO
o EXCAVATING AT EACH —AT.:
z w l ADR&T 1-8 H WAtERB711
`FAORTSWORTH r&PW (817) 871-8100RAnONS (mJ) Jaz-ez96
m.a G (T 215-4366
+ ONCON GAS & ELECTRIC (BIJ) 215-621♦
--- TlN ENERGY 1-BOOR233-21)
520 SSG TELEPHONE (81T) J36-8818
--- ~ — — --� 'I aTTM COMM. (81J) 509-62J2 EXT. 3363
fR FACILITIES 1-800-DIG-TEES
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CITY OF FORT WORTH, TEXAS
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WATER PLAN & PROFILE W-1
K 490 F
'DESIGNED. AP PK JOB N0. DATE: SHEET
7+00 8+00 DRAWN: RDF 4J50-21.260 JAN 2024 8 OF 58
PK-4750-21.280 WATERjPRC.DWG
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LINE m STA 151-02.98 11NE "W-1' 1 Z_
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2• CORPORATION STOP u
1 - mu a-1. END PUBLIC 8• FIRE UNE AT EASEMENT AND/OR PROPERTY LINE. 1-2• DOMESTIC WATER SERVICE swa
REFERENCE PRIVATE PACKAGE FOR CONTINUATION 1-2' DOMESTIC WATER METER W/ METER BO% C%
- 2 C DOMESTIC WATER METERS SHALL BE PLACED 1.5' BEHIND THE BACK OF T T 2' COPPER WATER LINE FIRST STREET 1 (—
a I CURB MEASURED FROM THE EDGE OF THE METER BIG N:8969945.91 u,RM Wa. RMx1-BF-WA»
c JINAEI 3 END DOMESTIC WATER SERVCE AT THE METER REFERENCE PRIVATE E: 2348641.21 C
c COORD• • PACKAGE FOR CONTINUATION. i
CONTACT:--4. ALL WATER SERVICES SHALL BE COPPER PER DETAIL D112 ON SHEET ]. _
DIG -LESS IG-LESS ___ 5. ALL 8• PUBLIC WATER LINES SHALL BE DUCTILE IRON PIPE IF LESS WAN ' _ OR EQUAL TO 4' OF COVER UNDER THE EXISTING PAVEMENT. OTHERWISE,ATMOS ENERGY 32-888] PIPE SHALL BE C90D DR14 PVC. REFERENCE WATER LINE LOWERING
ONCOR ELECTRIC -1359 - DETAILS D162 ON SHEET ] FOR CLARITY.
AT&T 89-1056 _6. PROPOSED WATER UNES SHALL CROSS OVER THE EXISTING SANITARY
CHARTER SPECTRUM05-81]] SEWER MAIN WHENEVER POSSIBLE. THE WATER UNE DEPTH SHALL NOT GATEWAY PARK
T)(U 11-9112 ENCROACH ON LESS THAN 3'OF COVER UNDER TiE EXISTING PAV1]AENT. NO STAGING ON
TEXAS ONE CALL ]. PROPOSED WATER UNES SHALL MAINTAIN A MINIMUM 2' VERTICAL CK LAND
48 HOURS PRIOR TO ON SEPARATION WHEN CROSSING A SANITARY SEWER MAIN AND A MINIMUM 3'
VERTICAL SEPARATON WHEN CROSSING A GAS MAIN.•8. ALL VERTICAL AND HORIZONTAL FITTINGS AND VPLVES SHALL BE citt of FoxT IwNm
INSTALLED W1Ti RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST (NI NO 2.1)
BLOCKIN 4 IN ACCORD AN:E MI i CFW WATER INSTALLATION CRITERIA 6.5.3. /
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530 CONSTRUCTION NOTES Wv1Nc DRN LB m6oeoO
NOTE: OONTRACTIXt SHALL PROTECT ALL E NG TREES, fENCES,
RETAINING WALLS AND STRUCTURES UNLESS OTHRMSE NOTED.
NOTE: ALL STREET RADII SHALL BE 15' AND ALL DMVEWAY RADII SHALL BE
5' UNLESS OTHERMBE NOTED.
NOTE: CONTRACTOR SHALL RELOCATE EXISTING FENCES AS NOTED TO ONE FEET
OF PROPOSED RIGHT OF WAY.
THAVATIE CONTRACTOLL R SHACONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO
CNG AT EACH LOCATON:
AT&T 1-800-878-B111
FORT WORTH WATER DEPT.-R&D OPERATIONS (817) 392-8296
T WORTH A" ENERGY �( 1])(215B17� 8188100
MOOR GAS & ELECTRIC (817) 215-6214
520 SBC TELEPHONE (8,]) 36819
CHARTER CCMM. (61 ]) -6272 EXT. 3383
ALL OTHER FA.UTES I-W-DIG-TESS
HORIZONTAL & VERTICAL CONTROL
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W/SS STUDY 1W55-2021-1449 & NO. 2066-400
500
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CITY OF FORT WORTH, TEXAS
1ST STREET INDUSTRIAL
SITE DEVELOPMENT AND PUBLIC INFRASTRUCTURE
WATER PLAN & PROFILE W-1
STA 8+00 TO STA 16+00
ESIGNEO: HPB PK JOB NO. DATE: SHEET
DRAWN: RDF 4750-21.280 1 DEC 2023 ] OF 56
PK-4750-21.280 WATERJPRC.DWG
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NOTES: 1 N REVISIONS
vARX AGDrnox W R No 0
11. END PUBLIC 8" FIRE LINE AT EASEMENT AND/OR PROPERTY UNE. REFERENCE PRIVATE PACKAGE DEDCFIPTIGN DALE
REVIEWED FOR CONTINUATION I ®RENo ED xEEs spssD oN causmucnax cc n Ts z 9 2
E.
THE EDGEOFWA R THE METER METERS SHALL BE PLACED 1.5' BEHIND THE BACK OF CURB MEASURED FROM COORDINATE!! 1 R A
ey mosaaa9e monammaeen ar 9z9 Pm, apr 1
■. =P y. .� /� 3. END DOMESTIC WATER SERVICE AT THE METER. REFERENCE PRIVATE PACKAGE FOR CONTINUATION. CONTACT: 3 0
ALL WATER SERVICES SHALL BE COPPER PER DETAIL D112 ON SHEET T DIG-TESS 1-B00-DIG-TE55 I 4
5. ALL 8' PUBLIC WATER LINES SHALL BE DUCTILE IRON PIPE IF LESS THAN OR EQUAL TO 4' OF ATMOS ENERGY 1-B00-332-866] o
20 0 e
COVER UNDER THE EXISTING PAVEMENT OTHERNISE, PIPE SHALL BE C900 OR14 PVC. REFERENCE ONCOR ELECTRIC 972-888-1359 1
3 WATER LINE LONERING DETAILS D162 ON SHEET ] FOR CLARITY. AT&T 1-817-589-1058
FORT 6. PROPOSED WATER LINES SHAH CROSS OVER THE EXISTING SANITARY SEWER MAIN WHENEVER CHARTER SPECTRUM 1-817-205-8177 I GRAPHIC SCALE IN FEET
POSSIBLE THE WATER LINE DEPTH SHALL NOT ENCROACH ON LESS THAN 3' OF COVER UNDER 14:40
c. u
T%U 1-800-]11-9112
WORTH THE EXISTING PAVEMENT. 1 V. 4
]. PRO PDIED WATER LINES SHALL MAINTAIN A MINIMUM E RATCAL SEPARATION WHEN CROSSING D TEXAS ONE CALL 811
C 1 TARRANT cOuxiY SANITARY SEWFR MAIN AND p MINIMUM 3' VERTICAL SEPARATION BEEN CROSSING A GAS MAIN.' 48 HOURS PRIOR TO CONSIHUCTION
+ ALL VERTICAL AND HORI20NTAL FITTINGS AND VALVES SHALL BE INSTALLED N1TIi RESTRAINED urn Ts or RooD zanE
qIN 5 IN ADDITION TO CONCRETE THRUST BLOCKING IN ACCORDANCE WITH CFW WATER F u(u i sinrvonCD
'' PROPOSED PUBLIC 12" NCTY AGIP ' 8FENCE
WATER MAIN W-1 uxx a.a INSTALLATION CRITERIA 6.5.3. I Sox ELECTRc
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'UOx OIt DEaeE P" nm. xE CONSTRUCTION NOTES
HE�E"CEO®�ax530 Y AA 53Q NOTE CONTRACTOR SHALL PROTECT ALL EXISTING TREES. FENCES,
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1-12"CLEANING WYE(27.55 LT) VALVE OFF TIE EXISING 8" WATER LINE AT DESIGN PgNT 1. 1 ®RENOWD TREES A H RANTREVISED WATER I.N.... .".1 23REVIEWED 1_12XB"REDUCER INSTALL: REMOVE EXISTING 6" PLUG AT TIE END OF TIE EXISTING UNE.15 LF6" WATERPPE1-6"LEV3. CONNECT PROPOSED 6"LINE TO EXISTING 8" DRY UNE. 3"CONNECTEDTOEXIST. e° THIS SHOULD BE INSTALLED PRIOR F,DED" OPEN EYJSTING WATER VALVE AT OE9GN POINT 1. KEEP TIE 8" VALVE
STA 2fi+47.32 UNE "W-1"STA 26+52WATER STUB OUT TO THE PROPOSED 8" CONNECTION AT DESIGN POINT 2 CLOSED. _
INSTALL: INSTALL: N:6964982.39 TO TIE EXISTING 8" WATER UNE. .3> S. AFTER PROPOSED WATER UNE W-1 IS IN SERVICE RD ACTIVE, OPEN
1-12" GATE VALVE 1-12" 11 25° HORZ BEND E2349799.33 REFER TO WATER CONNECTION I TIE 8" GATE VALVE AT DESIGN PONT 2. 0 20 AO SO 121
N: 6964981.19 N:6964982.24 SEQUENCING PLAN NOTES ON THIS SHEET 6. CLOSE THE EXISTING 8" VALVE AT DESIGN POINT 1. i
E:2349789.45 E. 2349794.33 N:6964983.14 �- GRAPHIC SCALE IN FEET
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OI INSTALL J T ^� ~ �\ 10. ® k4
1-12" 11.25° HORZ BEND r " v\/ Exl
O N: 6964962.]1 EXISTING 8° WATER LINE TO BE
+ I E2349]03.72 ABANDONED IN PLACE + COORDINATEII ®*LIGHT STANDARD
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Z I REMOVED PER TREE REMOVAL WATER MAIN W-1 - 0 TOR TO REMOVE 2 w°v` MZK B 3�_
_ PERMIT ASSOCIATED WITH AND REPLACE FULL
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c INSTALL' 3. END DOMESTIC WATER SERVICE AT THE METER. REFERENCE PRIVATE X c vm
c I 1-12 11.25° HOR2 BQJD 1, c PACKAGE FOR CONTINUATION.
-- N:6964899.8] a 4 ALL WATER SERVICES SHALL BE COPPER PER DETAIL D112 ON SHEET ].
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INSTALL r 3. LINE ', OR TH EQUAL TO 4' OF COVER UNDER E EXISTING PAVEMENT. OTHERWISE.
STA + +
1-12° 45° HORZ BEND INSTALL: E:sr _ PIPE SHALL BE C900 DR14 PVC. REFERENCE WATER UNE LOWERING DETAILS
N:6%49D2.39 1-12" 45° HORZ BEND D162 ON SHEET 7 FOR CLARITY. K PRESTON BARTLEY
E:23gggO1,)g 6. PROPOSED WATER ONES SHALL CROSS OVER THE EXISTING SANITARY SEWER 158487
1-12" CLEANING WYE MAIN WHENEVER POSSIBLE THE WATER UNE DEPTH SHALL NOT ENCROACH XYOEN6� d
GATEWAY PARK N:696489&47 FORT .x. ON LESS THAN 3' OF COVER UNDER THE EXISTING PAVEMENT. u F6A,
E 2349805.86 YONALE
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VIER SEPARATIEP RATION WHENGCROSBINIGAA GAS MAINTAIN AND A MINIMUM 3'
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I WITH RESTRAINED JOINTS IN ADDITION TO CONCRETE THRUST BLOCKING IN W T PROPER x
ACCORDANCE NT CM WATER INSTALLATION CRITERIA 8.5.3. °o E scxUNO. c°ExB s
11 D iT w NpachecoRKochIOR 11`412oo155
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. LF." FaunoN. IF ne R w5RE5 m usE A
-- - i IPE MAHUFAC1URjR. TEY N" NFFD TO SUBMIT TD TIH RETAINING WALLS AND 61RL1G ' AMID
UNLE56 ONERMRE II SHAI
NOTE ALL STREET RA011 SHALL BE 15' PND ALL g6VEWAY RADII SHALL BE
5' UNLESS 11L 6E NOTED.
K NOTE CONTRAl-OPOSE SHPLL RELOCATE EXISTING FDJCES AS NOTED TO ONE FEET
1� -- - ------ - � - --- ---- OF PROPOSED RIGHT OF WAY.
-----R�-lr�---�� - • --- - - - - - - - - - - - - - TH ------ CONTRACTOR SHALL CONTACT NE FOLLOWNG AT LEAST 48 HOURS PRIOR TOON
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WORTH 1-12" CLEANING WYE
TARRANT CO,
N: 6964910.93
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REMOVE AND
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0.5° HORIZ. DEFLECTIONS
CHARTER SPECTRUM 1-817-205-8177
Nib
EVERY 20' PIPE SEGMENT
N:6964741.78
TXU 1-8. 11-9112
\ TEXAS ONE CALL 811
V..4
OAKLAND ,'7!2t
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M`416
g . EXISTING 8" WATER STA 31+06.92 LINE "W-1 j NO
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IN 6964508.71
E:2350256.75
48 HOURS PRIOR TO CONSTRUCTION
gUONT 500x NELECOiR _ - _ ONE
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R�sAx
ONE
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5. ALL 8" PUBUC WATER UNES O 4' BE DUCTILE IRON PIPE
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Q
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E
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F
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6. PROPOSED WATER TER U VINES SHALL CROSS OVER THE EXISTING
SANITARY SEWER MAIN
POSSIBLE. THE WATER LINEDEPTH
ROACHMENEVER
SHALL NOT ENCROACH ON LESS 1HAN 3' OF COVIItUNDER THE EXISTING PAVEMENT.
6...
7. PROPOSED WATER LINES SHALL MAINTNN A MINIMUM 2'VERTICAL SEPARATIONWHEN CROSSING A SANITARY SEIMERMAIN
ANO A MINIMUM 3' VERTICAL SEPARATION WHENCROSSING
A GAS MNN."
8. ALL VERTICAL AND HgRESTR FlTTNGS AND VALVES SHALL
RESTRAINED
BE INSTALLED WITH AININ ED JOINTS IN ADDITION TO
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' Ni PFE YNIUFA'11!`R, 1HEY WU7NVEEOM 9JBMIT ry 1H
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RA II SHALL
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i 5' UNLESS OHALL RE NOTED.
--=--------_ -------- --- --- NOTE CF PROPOSE SHALL RELOCATE E%ISTNG FENCES AS NOTED TO ONE FEET
OF PROPOSED RIGHT OF WAY.
THE CONTRACTOR SHALL CONTACT THE FOLLOWNG AT LEAST 48 HOURS PRIOR TO
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-
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o REFERENCE PRIVATE PACKAGE FOR CONTINUATION (REVIEWED rCo
ORDINATEH
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1
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WORTH - - DETAILS D162 ON SHEET ] FOR CLARITY. - - _ _ _ TXU 1-800-711-9112
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SEWER MAIN WHENEVER POSSIBLE. THE WATER LINE DEPTH SHALL NOT 48 HOURS PRIOR TO CONSTRUCTION
.—C.- ENCROACH ON LESS THAN 3' OF COER UNDER THE EXISTING PAVEMENT. ' C
7. PROPOSED WATER LINES SHALL MAINTAIN A MINIMUM 2' VERTICAL +
NC/N/rY MAP SEPARATION WHEN CROSSING A SANITARY SEWER MAIN AND A MINIMUM 3'
1 VERTICAL SEPARATION WHEN CROSSING A GAS MAIN' _ a
8. ALL VERTICAL AND HORIZONTAL FITTINGS AND VALVES SHALL BE
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N' BLOCKING IN ACCORDANCE WITH UW WATER INSTALLATION CRITERIA 6.5.3. ' F
o W
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a ' PROPOSED PROPOSED PUBLIC 12' PROPOSED INSTALLATION BY-- ' J
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1. END PUBLIC B" FIRE ENE AT EASEMENT AND/OR PROPERTY LINE.
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VIEWED II 6.90 1. END PUBLIC 8" FIRE UNE AT EASEMENT AND/OR PROPERTY LINE. REFERENCE PRIVATE PACKAGE FOR CONTINUATON
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STA 0+07.59 UNE 4 A L I : : 0. ALL WATER SERVICES SHALL BE COPPER PER DETAIL D112 ON SHEET 7. 1
5. ALL 8" PUBLIC WATER ONES SHALL BE DUCTLE IRON PIPE IF LESS THAN OR EQUAL TO 4' OF COVER UNDER THE EXISTING
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N: 8964939.]4 / STA 2+2410 UNE "W-2" CLARITY.
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INSTALL: PROPOSyA 2-52 LF 2' COPPER WATER LINE 27.5 LF 3' COPPER WATER LINE WELL SETBACK 0
1-12' CATS VALVE PRIVATE 8" D° N:6965029.47 N:6965158.22 1
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I l N: 6965138.39
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\ BEGIN 8' FIRE INSTALL
/ 1-12"XB' ANCHOR TEE
1-12"GATE VALVE STA 12+87.23 UNE "W-2'
a 1-8" GATE VALVE END AND CAP PROP. 12' WATER UNE
�- — — _ — — REMOVE CLEANING PIG
].5 LF OF B' C900 DR14 PVe' — —
(/J N: 6966079.05 INSTALL:
PROPOSED PUBLIC 1-12" PLUG
W ' 12' WATER MAIN W-2 E:234]784.40 N: 6961219.23
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PROPOSED PUBUC s
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Ca ■ 1. REFERENCE PRIVATE PACKAGE FOR CONTINUATION DOUBLE PROPERTY UNE. PROPOSED
DETECTOR 1I fi
c ' 2 OF CURBSTIC "TER
ED FROM THE EDGE OF THE METERS SHALL BE PI -A ED 1.580%HIND THE BACK CHECK VALVE (NOT I C
3. END DOMESTC WATER S CE AT THE E.R.MREFERENCE PRIVATE THIS CONTRACT) PROPOSED NT
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PACKAGE FOR MCE SHALL, n ox EASEMENT STA 12+16.38 UNE 'W-
'4. ALL WATER SERMCES SHALL BE COPPER PER DETAIL D112 ON SHEET ]. INSTALL
5. ALL 8' PUBUC WATER LINES SHALL BE DUCTILE IRON PIPE IF LESS �> / ( 1-12'%8' ANCHOR TEE
THAN OR EOVAL TO 4' R COVER UNDER THE EXISTING PAVEMENT. 'y' 8 8 1-12" VALVE
OTHER SE, PIPE SHALL BE CDOO R14 PVC. REFERENCE WATER UNE H } _ PROPOSED REDUCED 1-8 VALVE
LOKRING DETAILS D162 ON SHEET 7 FOR CLARITY. PRESSURE ZONE 73 LF. 8" PVC
6. PROPOSED WATER UNES SHALL CROPS OVER THE EXISTING SANITARY n� VALVE ASSEMBLY 1-STD FH ASSEMBLY
SEWER MAIN WHENEVER POSSIBLE. THE WATER UNE DEPTH SHALL NOT (NOT THIS CONTRACT) W/ AUTOMATIC FLUSHING OEWE
ENCROACH IXJ LE55 THAN 3' R COVER UNDER THE EXISTING PAVEMENT N:fi986148.39
7. PROPOSED WATER UNES SHALL MAINTAIN A MINIMUM 2' VERTICAL E: 234T/63.34
SEPARATION MEN CROSSING A SANITARY SEWER MAIN AND A MINIMUM Jq
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