RP filed w/county 042312u�
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CURVE C1
Delta = 63 °14'26"
Radius = 19.00'
Length = 20.97'
Chord = 19.92'
Ch Brg =S60 °10'40 "E
1/2" LR.S.
[3111111
1
r
U
Scale 1" = 30'
NOTES:
1. All iron rods set (IRS) are capped in yellow and marked "RPLS 3047"
2. Basis of Bearing - The Basis of Bearing of this survey is North 00 031'41" West, 1133.41',
based on the west line of Blocks A -G, Old Town Addition, an addition to the City of Coppell,
according to the plat thereof recorded in Document No. 201100074924, Official Records,
Dallas County, Texas.
3. Maintenance of the 5' M.U. & D Esmt. shall be the responsibility of the property owner.
NOTICE: The property described in this plat is located within close proximity to the
flight approach and departure paths of Dallas -Fort Worth International Airport and may
be subject to increased noise levels resulting from aircraft operations occurring above
60 or in close proximity to the property.
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Typical Maintenance Use &
Drainage Easement Section (M.U. & D )
Scale 1" = 2'
112" I.R.S. N 01 047'53" W 521.00'
36.29' 31.50' 1 1 32.00' 1 7 32.00' 1 1 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00'
5' Building Line
V2" L R S
I C1
Lot 1
WITH CAP
ly
Block G
IN
"BRITTAN &
(C2
Old Town Addition
iy
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201100074924, P.R.D.C.T.
47'53" E
1/2. 1 R s.
9.35'
N 01 047'53" W 125.00'
cn _'�
7.00'---)
1/2" LR S.
"
S 01 049'48" E
112 I R F
WITH CAP
Z 106.00' 10.00'
STAMPED
Ln N
O O
CRAWFORD"
o ({�
N � �
N 1 °49'48" W -
I
40.5'
�\ 88.98'
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SOUTHWESTERN
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5' M.U. & D. Esmt
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5'M U. & D. Esmt.
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5' M U & D. Esmt
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1/2" I.R.S.
5' M.U. & D_Esmt.
CURVE C1
Delta = 63 °14'26"
Radius = 19.00'
Length = 20.97'
Chord = 19.92'
Ch Brg =S60 °10'40 "E
1/2" LR.S.
[3111111
1
r
U
Scale 1" = 30'
NOTES:
1. All iron rods set (IRS) are capped in yellow and marked "RPLS 3047"
2. Basis of Bearing - The Basis of Bearing of this survey is North 00 031'41" West, 1133.41',
based on the west line of Blocks A -G, Old Town Addition, an addition to the City of Coppell,
according to the plat thereof recorded in Document No. 201100074924, Official Records,
Dallas County, Texas.
3. Maintenance of the 5' M.U. & D Esmt. shall be the responsibility of the property owner.
NOTICE: The property described in this plat is located within close proximity to the
flight approach and departure paths of Dallas -Fort Worth International Airport and may
be subject to increased noise levels resulting from aircraft operations occurring above
60 or in close proximity to the property.
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Typical Maintenance Use &
Drainage Easement Section (M.U. & D )
Scale 1" = 2'
112" I.R.S. N 01 047'53" W 521.00'
36.29' 31.50' 1 1 32.00' 1 7 32.00' 1 1 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00'
5' Building Line
V2" L R S
I C1
1 /2 "LRF.
WITH CAP
ly
STAMPED
IN
"BRITTAN &
(C2
CRAWFORD"
iy
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ly
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47'53" E
N
9.35'
.p N
cn _'�
1/2" LR S.
"
S 01 049'48" E
112 I R F
WITH CAP
o
STAMPED
"BRITTAN &
CRAWFORD"
CURVE C1
Delta = 63 °14'26"
Radius = 19.00'
Length = 20.97'
Chord = 19.92'
Ch Brg =S60 °10'40 "E
1/2" LR.S.
[3111111
1
r
U
Scale 1" = 30'
NOTES:
1. All iron rods set (IRS) are capped in yellow and marked "RPLS 3047"
2. Basis of Bearing - The Basis of Bearing of this survey is North 00 031'41" West, 1133.41',
based on the west line of Blocks A -G, Old Town Addition, an addition to the City of Coppell,
according to the plat thereof recorded in Document No. 201100074924, Official Records,
Dallas County, Texas.
3. Maintenance of the 5' M.U. & D Esmt. shall be the responsibility of the property owner.
NOTICE: The property described in this plat is located within close proximity to the
flight approach and departure paths of Dallas -Fort Worth International Airport and may
be subject to increased noise levels resulting from aircraft operations occurring above
60 or in close proximity to the property.
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Typical Maintenance Use &
Drainage Easement Section (M.U. & D )
Scale 1" = 2'
112" I.R.S. N 01 047'53" W 521.00'
36.29' 31.50' 1 1 32.00' 1 7 32.00' 1 1 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00'
5' Building Line
V2" L R S
�N '1°-49'48" -W - - -
96.00'
C Lot 13R
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20' Building Line
1 /2 "1R.F.
- 10' Drainage Easement WITH CAP
STAMPED
BRITTAN &
CRAWFORD"
145.98'
POINT OF BEGINNING
BLOCK G
CURVE C2
Delta = 42 °30'12"
Radius = 21.00'
Length = 15.58'
Chord = 15.22'
Ch Brg = S 49 °48'33" E
1' Sideyard►® 4' Sideyard
Sideyard Legend
CURVE C3
0000 I I I 7 1 7 1 7 I I °° °' N
N II I I II II I II I 1100
Lot 1R Lot 2R I I Lot 3R Lot 4R 1 Lot 5R Lot 6R 1 1 Lot 7R Lot 8R; I Lot 9R I Lot 1 OR I I Lot 11 R I I Lot 12R Lot 13R Lot 14R 1 1 Lot 15R I I WLot 16R
0' Buildin Line
1
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12.25' 5' Utility Easement ° " r
N S 01 47 53 E 497.38
LO N
00 20' ALLEY R.O.W.
N `17' 13'27" w N 5' Utility Easement N 01 °47'53" W 497.38'
12.25' 24.55' 31.50' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00'___T_1 32.00' 32.00' 32.00' 32.00' 32.00'
y N y y E N E E E E E 10' Building Line E
1 to Ito I to to Ito to I la to to to to I to
I� I I I I� I� I ID I� I� ID I ID I I� 117 I ID
NoG� I I
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� II II II II II II II II II II II II
Lot 32R I I Lot 31 R 1 Lot 30R 1 Lot 29R 1 Lot 28R I I Lot 27R I Lot 26R Lot 25R I I Lot 24R I I Lot 23R I I Lot 22R I I Lot 21 R I I Lot 20R I
1/2" LR.S. 16' Buildin Line
FROM WHICH 10' Drainage Ease a It
A 1/2' I.R.F. 9 �� 26.93'
WITH CAP
.'BRITTAN & 36.42' 31.50' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00'
CRAWFORD"
" S 01 049'48" E 521.00'
BEARS
S84 °36'13 "W 1.34'
POINT OF BEGINNING
BLOCK F
S. COPPELL ROAD
32.00 33.00 24.35 S 17013-17" E
N 12.2 '
C.6 0
N
32.00' 1 1 33.00' 1 1 24.33' - N 13 °37'40" E
L L I E 1 I E 12.25'
E
to Ito Ito
Cd
I� I� I ID
C' P
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1 O o r- 00
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Lot 19R I I Lot 18R I Lot 17R
22.5'
I II II
I II II
i 32.00' 33.00' 36.08'
� 4' Sideyard
1' Sideyard►a 6' Sideyard
Sideyard Legend
1/2 "1 RS
63'
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22.5'
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SOUTHWESTERN
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96.00'
C Lot 13R
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20' Building Line
1 /2 "1R.F.
- 10' Drainage Easement WITH CAP
STAMPED
BRITTAN &
CRAWFORD"
145.98'
POINT OF BEGINNING
BLOCK G
CURVE C2
Delta = 42 °30'12"
Radius = 21.00'
Length = 15.58'
Chord = 15.22'
Ch Brg = S 49 °48'33" E
1' Sideyard►® 4' Sideyard
Sideyard Legend
CURVE C3
0000 I I I 7 1 7 1 7 I I °° °' N
N II I I II II I II I 1100
Lot 1R Lot 2R I I Lot 3R Lot 4R 1 Lot 5R Lot 6R 1 1 Lot 7R Lot 8R; I Lot 9R I Lot 1 OR I I Lot 11 R I I Lot 12R Lot 13R Lot 14R 1 1 Lot 15R I I WLot 16R
0' Buildin Line
1
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.0' _F__-A9 . ' . .0' .00' .0' .0S 13 °37'40" W 2453' 31.50' 32.00' 32.00' 32000 200 320 32 . 32.00' '
12.25' 5' Utility Easement ° " r
N S 01 47 53 E 497.38
LO N
00 20' ALLEY R.O.W.
N `17' 13'27" w N 5' Utility Easement N 01 °47'53" W 497.38'
12.25' 24.55' 31.50' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00'___T_1 32.00' 32.00' 32.00' 32.00' 32.00'
y N y y E N E E E E E 10' Building Line E
1 to Ito I to to Ito to I la to to to to I to
I� I I I I� I� I ID I� I� ID I ID I I� 117 I ID
NoG� I I
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�� II �I �1I �ll 7 I `1I �I �1I 7 I 7I II 7I
� II II II II II II II II II II II II
Lot 32R I I Lot 31 R 1 Lot 30R 1 Lot 29R 1 Lot 28R I I Lot 27R I Lot 26R Lot 25R I I Lot 24R I I Lot 23R I I Lot 22R I I Lot 21 R I I Lot 20R I
1/2" LR.S. 16' Buildin Line
FROM WHICH 10' Drainage Ease a It
A 1/2' I.R.F. 9 �� 26.93'
WITH CAP
.'BRITTAN & 36.42' 31.50' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00'
CRAWFORD"
" S 01 049'48" E 521.00'
BEARS
S84 °36'13 "W 1.34'
POINT OF BEGINNING
BLOCK F
S. COPPELL ROAD
32.00 33.00 24.35 S 17013-17" E
N 12.2 '
C.6 0
N
32.00' 1 1 33.00' 1 1 24.33' - N 13 °37'40" E
L L I E 1 I E 12.25'
E
to Ito Ito
Cd
I� I� I ID
C' P
M N
O °
1 O o r- 00
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Lot 19R I I Lot 18R I Lot 17R
22.5'
I II II
I II II
i 32.00' 33.00' 36.08'
� 4' Sideyard
1' Sideyard►a 6' Sideyard
Sideyard Legend
1/2 "1 RS
63'
•
•
40.5
VICINITY PLAN
N.T.S.
OWNER:
CITY OF COPPELL
255 PARKWAY BLVD.
P.O. BOX 9478
COPPELL. TEXAS 75019
ENGINEER
GLENN ENGINEERING CORP.
105 DECKER COURT, SUITE 910
IRVING, TEXAS 75062
TBPE FIRM NO. F -303
(972) 717 -5151
(972) 717 -2176 FAX
CONTACT: MIKE GLENN. P.E.
SURVEYOR
SURVEY GROUP, LLC
400 SOUTH INDUSTRIAL BLVD.
SUITE 219
EULESS, TEXAS 76048
TBPS NO. 101733 -00
(817) 354 -1445
(817) 354 -1451 FAX
CONTACT: RODNEY MARTINEZ
REPLAT
LOTS 1 R -32R, BLOCK F
LOTS 2R -13R, BLOCK G &
LOT 2RX, BLOCK G
OLD TOWN ADDITION
BEING A REPLAT OF
LOT 1, BLOCK F AND
LOT 2, BLOCK G
OLD TOWN ADDITION
SITUATED IN
JAMES A. SIMMONS SURVEY
ABSTRACT NO. 1296
CITY OF COPPELL, DALLAS COUNTY, TEXAS
Rev. 3 -26 -12 Sheet 1 of 2
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40.5
VICINITY PLAN
N.T.S.
OWNER:
CITY OF COPPELL
255 PARKWAY BLVD.
P.O. BOX 9478
COPPELL. TEXAS 75019
ENGINEER
GLENN ENGINEERING CORP.
105 DECKER COURT, SUITE 910
IRVING, TEXAS 75062
TBPE FIRM NO. F -303
(972) 717 -5151
(972) 717 -2176 FAX
CONTACT: MIKE GLENN. P.E.
SURVEYOR
SURVEY GROUP, LLC
400 SOUTH INDUSTRIAL BLVD.
SUITE 219
EULESS, TEXAS 76048
TBPS NO. 101733 -00
(817) 354 -1445
(817) 354 -1451 FAX
CONTACT: RODNEY MARTINEZ
REPLAT
LOTS 1 R -32R, BLOCK F
LOTS 2R -13R, BLOCK G &
LOT 2RX, BLOCK G
OLD TOWN ADDITION
BEING A REPLAT OF
LOT 1, BLOCK F AND
LOT 2, BLOCK G
OLD TOWN ADDITION
SITUATED IN
JAMES A. SIMMONS SURVEY
ABSTRACT NO. 1296
CITY OF COPPELL, DALLAS COUNTY, TEXAS
Rev. 3 -26 -12 Sheet 1 of 2
OWNER'S DEDICATION
STATE OF TEXAS §
COUNTY OF DALLAS §
WHEREAS, THE CITY OF COPPELL, acting by and through the undersigned their duly authorized representative, is
the owner of two tracts of land out of the JAMES A. SIMMONS SURVEY, ABSTRACT NO. 1296, Dallas County, Texas,
according to the deeds recorded in County Clerk's File No. 20070000802, No. 200900282446 and Volume 2003094,
Page 797, of the Deed Records of Dallas County, Texas and being more particulary described as follows:
LEGAL DESCRIPTION - LOTS 1 R -32R, BLOCK F & 20' ALLEY RIGHT -OF -WAY
BEING A 2.642 Acre tract of land and being all of LOT 1, BLOCK F, according to the plat OLD TOWN ADDITION, as
recorded in County Clerk's File No. 201100074924, Dallas County, Texas and being more particulary described as
follows:
BEGINNING at a 1/2 -inch iron rod set for corner at the most southeasterly corner of Lot 1, Block F, said point also
being the northwest corner of the intersection of Coppell Road South ( A variable width right -of -way ) and Travis Street
( A variable width right -of -way );
THENCE South 88 deg. 12 min. 07 sec. West along the northerly right -of -way line of said Travis Street a distance of
221.70 to a 1/2 -inch iron rod set for corner, siad corner also being the southwest corner of said Travis Street and the
easterly right -of -way of East Main Street ( A 78 foot right -of -way );
THENCE North 01 deg. 47 min. 53 sec. West along the easterly right -of -way of said East Main Street a distance of
521.00 feet to a 1/2 -inch iron rod set for corner, said corner also being the intersection of said East Main Street and the
south line of Houston Street ( A variable width right -of -way );
THENCE North 88 deg. 12 min. 07 sec. East along the southerly line of said Houston Street a distance of 221.42 feet
to a 1/2 -inch iron rod set for corner, said corner also being the intersection of said Houston Street with the westerly
right -of -way line of said Coppell Road South;
THENCE South 01 deg. 49 min. 48 sec. East along the westerly line of said Coppell Road South a distance of 521.00
feet to the POINT OF BEGINNING;
Containing a computed area of 115,064 square feet or 2.642 acres or land, more or less
LEGAL DESCRIPTION - LOTS 2R -13R, BLOCK G; LOT 2RX, BLOCK G & 20' ALLEY RIGHT -OF -WAY
BEING A 1.246 Acre tract of land and being all of LOT 2, BLOCK G, according to the plat OLD TOWN ADDITION, as
recorded in County Clerk's File No. 201100074924, Dallas County, Texas and being more particulary described as
follows:
BEGINNING at a 1/2 -inch iron rod set for corner at the most northeasterly corner of Lot 2, Block G, said point also
being the southwest corner of the intersection of Coppell Road South ( A variable width right -of -way ) and Travis Street
( A variable width right -of -way );
THENCE South 01 deg. 49 min. 48 sec. East along the westerly right -of -way line of said Coppell Road South, a
distance of 145.98 feet to a 1/2 -inch iron rod set for corner, said corner also being the southeast corner of said Lot 2,
Block G;
THENCE South 88 deg. 12 min. 07 sec. West departing the westerly right -of -way line of said Coppell Road South a
distance of 32.45 feet to a 1/2 -inch iron rod set for corner at the beginning of a curve to the right having a central angle
of 83 deg. 17 min. 32 sec., a radius of 25.00 feet, a chord distance of 33.23 feet and a chord bearing of North 52 deg.
39 min. 04 sec. West;
THENCE along said curve to the right an arc length of 36.34 feet to a 1/2 -inch iron rod set for corner;
THENCE South 88 deg. 12 min. 07 sec. West a distance of 367.32 feet to a 1/2 -inch iron rod set for corner;
THENCE North 01 deg. 47 min. 53 sec. West a distance of 125.00 feet to a 1/2 -inch iron rod set for corner, said corner
also being on the southerly right -of -way line of said Travis Street;
THENCE North 88 deg. 12 min. 07 sec. East along the southerly line of said Travis Street a distance of 425.46 feet to
the POINT OF BEGINNING;
Containing a computed area of 54,281 square feet or 1.246 acres or land, more or less.
STATE OF TEXAS §
COUNTY OF DALLAS §
NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
That, the City of Coppell does hereby adopt this plat designating the herein described property as REPLAT, LOTS
1 R -32R, BLOCK F, LOTS 2R -13R, BLOCK G & LOT 2RX, BLOCK G, OLD TOWN ADDITION, BEING A REPLAT OF
LOT 1, BLOCK F AND LOT 2, BLOCK G, OLD TOWN ADDITION, an addition to the City of Coppell , Dallas County,
Texas and do hereby dedicate to the public use forever, the streets, alleys and easements specified as dedicated to the
public shown thereon. The easements shown hereon are hereby reserved for the purpose as indicated.
No buildings, fences, trees, shrubs or other improvements or growth shall be constructed or placed upon, over or
across the "Utility Easements" as shown. Said "Utility Easements" being hereby reserved for the mutual use and
accomodation of all public utilities desiring to use or using same. All and any public utility shall the right to remove and
keep removed all or part of any building, fences, trees, shrubs or other improvements or growths while reconstructing,
inspecting, patrolling, maintaining and adding to or removing from all parts of its respective system, within said "Utility
Easements ", without the necessity at any time of procuring the permission of anyone.
Notwithstanding the foregoing, the City of Coppell reserves for themselves, their successors and assigns the right to
use the surface of all such easements for installing landscaping and irrigation systems, for parking of vehicles (except
that parking shall not be authorized in any designated fore lanes), for the passage of pedestrian and vehicular traffic,
and to construct and maintain paving on the surface of such easements for the purpose of such reserved use.
Witness my hand at Coppell, Texas this the 10'vil day of AV Yr 1 1 2012.
F COPPE
glas W Stover, Mayor
STATE OF TEXAS §
COUNTY OF DALLAS §
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared
Douglas N. Stover, 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.
GIVEN UNDER MY HAND AND,9EAL OF THE OFFICE, this 0 day of avi-i'l 2012.
�t YZ I/-
No ublic, State o Texas
+,^,
CHRISTEL B PETTINOS
My Commission Expires
May 10, 2015
SURVEYOR'S CERTIFICATE
STATE OF TEXAS §
COUNTY OF DALLAS § UTILITY APPROVAL
KNOW ALL MEN BY THESE PRESENTS: That I, William P. Price, Registered Professional Land Surveyor
of the State of Texas, do hereby certify that I prepared this REPLAT, LOTS 1 R -32R, BLOCK F, LOTS Approved and accepted by
2R -13R, BLOCK G & LOT 2RX, BLOCK G, OLD TOWN ADDITION, BEING A REPLAT OF LOT 1, BLOCK F Y.
AND LOT 2, BLOCK G, OLD TOWN ADDITION from an actual and accurate survey of the land: that the 7
corner monuments shown were properly placed under my personal supervision ''Lp- ance the the platting Atmo E gy Date
rules and regulations of the City of Coppell, Texas.
2
Oncor Electric Delivery Company Date
William P. Price i *'h LIAM P. PRICE a-
Registered Professional Land Surveyor No. 3047 30:;' ,/ Verizon Date
STATE OF TEXAS
COUNTY OF DALLAS § y Time Warner Cable Dat
BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally
appeared William P. Price, 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 a d consideration eration therein.
GI V DER MY HAND AND SEAL OF THE OFFICE, this �� day of l '2012.
- •±�A,►pe� CHERALYN MARIE ARMIJO
Notary Public, State of Texas
s l My commission Expires
Notary Public, Statd of Texas ' +.; >;,' ;;: June 02, 2015
Floodplain Development Permit Application No. N/A has been files
the the City of Coppell floodplain administrator on the day of
, 2912.
4-
Ken Griffin, P.E. V Date
Floodplain Administrator
APPROVAL
The undersigned, the City Secretary of the City of Coppell, Texas,
hereby certifies that the foregoing REPLAT, LOTS 1R-32R, BLOCK
F, LOTS 2R -13R, BLOCK G & LOT 2RX, BLOCK G, OLD TOWN
ADDITION, BEING A REPLAT OF LOT 1, BLOCK F AND LOT 2,
BLOCK G, OLD TOWN ADDITION, an addition to the City of
Coppell, was submitted to the City Council on the 10th day of April,
2012, and the Council, by formal action, then and there accepted the
dedication of streets, alleys, parks, easements, public places and
water and sewer lines, as shcwn and set forth in and upon said plat,
and said Council further authorized the Mayor to note the acceptance
thereof by signing his name above described.
/
WITNESS MY HAND, this / „day of 440rn, 2012
Christel Pettinos, City Sectetary to
City of Coppell, Texas
Recommended for Approval:
l
Edmund Haas, Chairman Date
Planning and Zoning Commission
and Acce
Douglas N. Stover, %
City of Coppell, Texas
0/ / &•'7-
Date •
FLOOD STATEMENT
By graphic plotting only, the property described hereon lies
in Zone "X ", areas determined to be outside the 500 -year
flood plain, as shown on documents issued by the Federal
Emergency Management Agency, entitled "Flood Insurance
Rate Map, Dallas County, Texas and Incorporated Areas,
Map Number 48113C0135J, dated August 23, 2001 ".
Conformed Copy
Official Public Recoras
John F Warren County Clerk
Dallas County TEXAS
04/23/2012 02 58 13 PM
$83 00
JµTy
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A
CITY OF COPPELL
255 PARKWAY BLVD.
P.O. BOX 9478
COPPELL, TEXAS 75019
ENGINEER:
GLENN ENGINEERING CORP.
105 DECKER COURT, SUITE 910
IRVING, TEXAS 75062
TBPE FIRM NO. F -303
(972) 717 -5151
(972) 717 -2176 FAX
CONTACT: MIKE GLENN, P.E.
SURVEYOR:
SURVEY GROUP, LLC
400 SOUTH INDUSTRIAL BLVD.
SUITE 219
EULESS, TEXAS 76048
TBPS NO. 101733 -00
(817) 354 -1445
(817) 354 -1451 FAX
CONTACT: RODNEY MARTINEZ
REPLAT
LOTS 1 R -32R, BLOCK F
LOTS 2R -13R, BLOCK G &
LOT 2RX, BLOCK G
OLD TOWN ADDITION
BEING A REPLAT OF
201200115939 LOT 1, BLOCK F AND
LOT 2, BLOCK G
OLD TOWN ADDITION
SITUATED IN
JAMES A. SIMMONS SURVEY
ABSTRACT NO. 1296
CITY OF COPPELL, DALLAS COUNTY,
Rev. 3 -26 -12 Sheet 2 of 2
TEXAS