SD4283ADENTON COUNTY COOP. ESMT.
VOLUME 404, PAGE 363
D.R.D.C.T.
>_ ROYALTY INTREST RESERVATION
VOLUME 25Z PAGE 228
VOLUME 467, PAGE 2
ZONE X (UNSHADED) D.R.D.C.T.
LL M.U.D.
0 TRACT 2 ZONE A
CROSS OAK RANCH PHASE 3 - TRACT 11 ZONE X
CABINET X, PAGE 573-576
8 P.R.D.C.T. '5A.
ir 5A. CIRF
>--
CIRF
La
< :
CIRF di
0 F=
w CL -CENTERLINE OF NAYLOR ROAD 29
%K
TRACT 1 APPROXIMATE FLOODLIMI
V) P, w
C> w BLOCK 11A CROSS OAK RANCH DEVELOPMENT
Cq 0 <51e sle 0. 28
C) IRS L2 CIRF COMPANY CC NO. 2002-RO168399
R.P.R.D.C.T.
Ll C> U
J r7r8"= 6 .0
Y C*4 32 j 35.01 5- Z7
10, w 1-: 0 5 - - - - - - - - - - - - -
0 C3 < 7
0- 0
< z S 90*0010cr w S901TO 0 6
10 8
5.49' 25.00' N I
Z�Ia: 15
=� it M 0 APPROXIMATE FLOOD LIMITS
0 WR ZONE A
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z to 5/8* 9 �VA 25
rzt0 it- D CIRF 41 1 . *t
M S 90M0')0- w 5/8. 61% w�
z
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155.20' 01
D -0 24
M
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U5 Uj 0 U_0 1.- *24 z (on M BLOCK 118 4 to
0 La C;
M z S 90100,00* w I I �t 23
wo 154.92'
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23
0, P t'_ b Ix -0 4cw\
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0- n:5
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154.6,3f 1 Y . 22. 21 ZONE A
1 0 op 4' 6�'
35.02 2 21
5' BL & UE L6 W 08 245/8".28i 9 b ENTON COUNTY COOP. ESMT.
-0 JFX 0. 70 1 -
35.0Q 15 54.34!--J CIRF L4 60.OW VOLUME 402, PAGE 285
d� I D.R.D.C.T.
.8 -
AMBER LAN - N 90*00'00" E 3 20 ROYALTY INTREST
E - a 229.2, 14- 19 VOLUMEPAGE 228 to 3'
(60'R.O.W) C14 5/8- IRS N 71 D.R.D.C.T.
L,5U L29
25 2
MV.10. 5/8- IRS
5/8 IRS STREET TO BE
EXTENDED IN THE
M
z
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CC
w
00
00
L6
C14
r10
0
UTILITY LOT A 0
z
JOHN EUC GRISSOM
VOL 4218, PG. 01291
D.R.D.C.T.
FUTURE
to 8 4 -0 19 + C 611,
'!)..♦ F,♦ 18
IRS "Pt
0&1 -5 18 V
-0 17
11 CROSS OAK RANCH PHASE 3 - TRACT 11
•I•♦ CABINET X, PAGE 573-576
g5.6 1 A - 6Opp,
16 P.R.D.C.T.
1k;
5 IRS L26 5/8:,IRS 0 7 16 ♦ 1 CIRF
15
DENTON COUNTY COOP. ESMT.
STREET TO BE 5/r OF) 8•15 14 VOLUME 402, PAGE 136
EXTENDED IN THE 4)
CIRF D.R.D.C.T.
5' 65.00,-
S
I -
60.001-/1-60.00'--60.00"
-450.22!4-56.77
cn
U
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20' 8L W
1301-
1 9.7 8-:"w
r'"118-1 4
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R _0
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Cq 2 b
0 3 P
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0 4 P
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11C
36.6
62.00', (4
60.00'
60.
=.60OCr
50.54'.
BLOCK
I LOT
AREA (SF)
if i
g11•1
FUTURE 'po\z
IRS VOLUME 297, PAGE 197
12 13 VOLUME 441, PAGE 599
rp= op10 13 D.R.D.C.T.
qq
REMAINDER 163.790 ACRES p. 13 12
BLOOMFIELD HOMES, L.P.
C.C.F.# 2012-69622 <; 4V
P.R.D.C.T. 14 M.U.D.
12♦ 36 TRACT 2
Qr - C�y
10
15♦ 35
CIRF
16 34 Ira
F_ 1 8
ryq 17 2
lfi
'_isv 33
20 CIRF
4; C X .0 7
19 32
18 4 6
27
CROSS OAK RANCH PHASE 3 -TRACT 11
CABINET X. PAGE 573-576 5
26 P.R.D.C.T.
> 5 20 4
1 2 3 4 5 6 25
0 7 6 29
19 LLJ CROSS OAK RANCH PHASE 3-TRAC 12 24 3
C) - , SLIDE 8 4:� 28
CAB. 01
P.R.D.C.T. r<0_1 2
18 n 3 23 L+ 8
9
4e 27
31 30 29 28 27
4 22 04! 9
17 cj�
25
16 20 11
6
24 12 /\ 24
7 19 1 12
1 2 3 4 23 13 18 23
3
22 14 8 13
6 17 22
7 9 16 21 15 1 14
<
DENTON COUNTY COOP. ESMT.
VOLUME 402, PAGE 285
21
CURVE TABLE
CURVE
ARC LENGTH
RADIUS
DELTA ANGLE
CHORD BEARING
CHORD LENGTH
C1
157.08'
50.00'
180*00'01"
S 00100,00" W
100.00'
C2
120.89'
50.00'
138*31'28"
N 65*27'58" E
93.52'
C3
24.34!
275.00'
5*04'13"
N 47*15'53" E
24.33'
G4
197.53'
250 ' 00'
45'16'14!'
S 67*21'53" W
192,43'
C5
1 197.53'
f 250, 4�
1 45*16'14"
N 67-21-53- E
i 192.A v
LINE
BEARING
DISTANCE
Li
N 00*15'16" W
375.00'
L2
N 90*00'00" E
255.78'
L3
S 0000,00 ;; E
225.00'
L4
N 90*00'00- E
199,45'
L5
N 00'00'00" W
117.46'
L6
N 22*20'21" E
72.57'
L7
N 4.4'4346" E
30_4.87'
L8
S '16"14" E
96.75'
L9
N 44*43*46" E
120.00'
LIO
S 45'16'14.7 E
900.00'
L11
S 444348" W
120.00'
L12
N 45'16'14W
12.63'
L13
S 4.44346" W
50.00'
Ll 4
S 45*16'14" E
20.50'
L15
S 44'43'46' W
240.00'
L16
N 4516'14.!' W
20.50'
Ll 7
S 4-C4346" W
50.00'
L1 8
S 45*16'14" E
20.50'
Ll 9
S 44*43'46" W
120.00'
L20
N 45*16 ; 14" N
452.91'
L21
N 444N46* E
85.70'
L22
N 45'16'1*" W
50.00'
L23
N 44' 46" E
10.00'
L24
N 45-16'14- W
120.99'
L25
S 44 •"4346 W
36.21'
L26
N 90*00'00" W
355.5V
L27
N 00*00`00" W
110.02'
L28
N 90*00; 000 W
__ __
OU.UU1
L29
N 00*00*00" W
10.00'
L30
N 90;60 'OWW
204.12'
D.R.D.C.T. BLOCK 11 K
ROYALTY INTREST I I I I
_n VOLUM Wr D*7R.D.01SV2 PATM7 998 20 10 IR 15 16 17 18 19 20
I I t ID I U 1 2 13 14 113
rob ...
r\ 9
BONANZA STREET BONANZA STREET
V� _T
30' WATER LINE EASEMENT
MUSTANG WATER SUPPLY CORPORATION
36 42 37 -378 39 F 4 41 43 4.4 45 1 46 F47 148
VOLUME 4915, PAGE 1781 R.P.R.D.C.T. MUSTANG WATER SUPPLY CORPORATION 49 50 51 52 53
UPPER TRINITY REGIONAL WATER DISTRICT 15' WIDE WATER LINE EASEMENT
CENTERLINE OF NAYLOR ROAD PERMANENT WATER LINE EASEMENT VOLUME 4216, PAGE 782 BLOCK 11J
CAUSE NO. 3D-99-00756 RE -RECORDED IN
CENTERLINE OF MARTOP ROAD I D.R.D.Cj. I
-------P.C.R.D.C.T. VOLUME 4387, PAGE 1793
- -----------------------------------------
P.^ - - - - - - - ® - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- t - - - - - - - - - - - - - - - - - - -
(RM) -N 90*00'00" W 1813.50'
MARTOP ROAD
DENNIS & CARLA GOODEN
VOL 4906, PG 1348 (VARIABLE WIDTH PRESCRIPTIVE RIGHT-OF-WAY) FOUR W SUBDIVISION HENERY A PUNZI, M.D.
R.P.R.D.C.T. VOLUME B, PAGE 352 95-ROO45530
DENNIS & CARLA GOODEN P.R.D.C.T. R.P.R.D.C.T.
VOL 4901, PG 0372
R.P.R.D.C.T.
0' 50' 100' 200'
aj � �1111
SCALE: 1"=1 00'
VICINITY MAP
NOTES (NOT TO SCALE)
1. STREETS WILL BE MAINTAINED BY CROSS OAK RANCH HOMEOWNER'S ASSOCIATION.
2. REFERENCE BEARING BEING THE WEST LINE OF MAW CROSS OAK RANCH, LP, AS
RECORDED IN COUNTY CLERK FILE NUMBER 2005-39250, REAL PROPERTY RECORDS,
DENTON COUNTY, TEXAS.
3. THIS TRACT IS WITHIN DENTON COUNTY AND IS WITHIN DENTON INDEPENDENT SCHOOL
DISTRICT.
4. COORDINATE VALUES SHOWN ARE STATE PLANE COORDINATES, TEXAS NORTH CENTRAL
ZONE, NAD83 DATUM.
5. UNLESS OTHERWISE NOTED, ALL BOUNDARY & LOT CORNERS ARE 5/8" IRON 'RiJD
SET WITH YELLOW CAP STAMP "4023"..
6. UNLESS OTHERWISE NOTED, PROJECT IS LOCATED IN FEMA FLOOD ZONE X &"' Z_DNE -A
7. TRACT 1, BLOCK 11 A IS A OPEN SPACE TO BE OWNED AND MAINTAINED I§Y4CROSS ..0AK
RANCH HOME OWNERS ASSOCIATION.
LEGEND
IRF IRON ROD FOUND
IRS 5/8- IRON ROD SET WITH YELLOW CAP STAMPED 4023'
BL BUILDING LINE (SET BACK)
D.R.D.C.T. DEED RECORDS, DENTON COUNTY, TEXAS
P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS
R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS
CC# COUNTY CLERK FILE NUMBER
UE UTILITY EASEMENT
VOL VOLUME
PG. PAGE
ROW RIGHT-OF-WAY
D.E. DRAINAGE EASEMENT t-4
CERTIFICATE OF A PR VAL
Approved this 1-7tday o 20-1
N, oxepov,
By the City Council of the City of 08k Point, Texas
% ..,Mayor
__City Secretary or City Manager
SD49-3-3A C_7011SOS, W2`3 I ( LO Z'.7
?9 13 _h b Lt (a ? A p%k.. Tmu -C'
'7 FINAL PLAT
�2 5A
p5;�qG3 CROSS OAK RANCH PHASE 3 - TRACT 13
BLOCK 11A LOTS 1-4 BL OOK 11118 LOTS 1-9, II
BLOCK 110 LOTS 1-% & BLOCK fig, LOT 11-17, co
BLOCK 11E, LOTS 1-24, & BLOCK W, LDTS 1155-29 w
BEING 1820 ACRES OUT OF THE
MARCELLA JONES SURVEY; ABSTRACT NO. 662
CITY OF OAK POINT ETA 11L
DENTON COUNTY, TEXAS
OCTOBER 2012 z
4
tNUINttKZ>: OWNER/DEVELOPER:
BROWN & GAY ENGINEERS, INC. BLOOMFIELD HOMES, LP
500 W. 7th Street, Suite 1800 1050 E. HIGHWAY 114, SUITE 210
Forth Worth, Texas 76102 Southlake, Texas 76092
Phone: (817) 887-6131 Direct Phone: (972) 877-1458
Contact Person: Nathan Thompson, P.E.
SURVEYOR:
COMPASS POINTS PROFESSIONAL.. VICES, INC.
3908 Wyeth Drive
Piano, Texas 75023
Phone: (972) 333-1064
Contact Person: David F. McCullah, RPLS
L
-MACT 13
tlk! iv,
00 90
Ccur*i'eii ftiins�jn
SHEET 1 OF 2
OWNER'S CERTIFICATION:
COUNTY OF DENTON §
STATE OF TEXAS
WHEREAS, BLOOMFIELD HOMES, L.P., is the owner of a 16.918 acre tract of land situated in the Marcella Jones
Survey, Abstract Number 662, Denton County, Texas, and being part of a 59.380 tract of land conveyed to
Bloomfield Homes, LP, by deed recorded in County Clerk's File Number 2012--69622, Deed Records, Denton
County, Texas, and being part of a 163.790 acre tract of land conveyed to Maw Cross Oak Ranch, LP, by deed
recorded in County Clerk's File Number 2005•-39250, Real Property Records, Denton County, Texas, said 59.380
tract, with reference bearing North 00 degrees 15 minutes 16 seconds West being the monumented southwest line
of a 759.199 acre tract of land conveyed to Mar --Top Ranch, Ltd., by deed recorded in County Clerk's File
Number 2001 R0092648, Real Property Records, Denton County, Texas, being more particularly described by
metes and bounds as follows;
COMMENCING at a 1 /2 inch iron rod found for the southwest corner of aforesaid 759.199 acres tract, said point
being at the intersection of approximate centerline of Naylor Road (a variable width prescriptive right -of --way) and
the approximate centerline of Mortop Road (a variable width prescriptive right-of-way);
THENCE North 00 degrees 15
minutes 16
seconds West, with the
general direction of said centerline of Naylor
Rand and along the west line
of aforesaid
759.199 acre tract, a
distance of 1425.88 feet to a 5/8 inch iron
rod with yellow cap stamped
"RPLS 4023"
set for the POINT OF
BEGINNING;
THENCE North 00 degrees 15 minutes 16 seconds West, passing at a distance of 12.77 feet, a 1 /2 inch iron
rod found, continuing a total distance of 375.00 feet to a 5/8 inch iron rod with yellow cap stamp "RPLS 4023"
set for corner, said point being the southwest corner of Cross Oak Ranch, Phase 3-Tract 11, an addition to the
City of Oak Point by plat recorded in Cabinet X, Pages 573--576, plat Records, Denton County, Texas;
THENCE along the South, West, and Southwest line of aforesaid Cross Oak Ranch, Phase 3-Tract 11 the following
courses and distances:
North 90 degrees 00 minutes 00 seconds East, a distance of 255.78 feet to a 5/8 inch iron rod with yellow
cap stamped "Carter Burgess" found for corner, sold point being at the beginning of a tangent curve to the
right having whose chord bears South 00 degrees 00 minutes 00 seconds West, 100.00 feet;
In a Southwesterly direction along said tangent curve to the right having a central angle of 180 degrees 00
minutes 00 seconds, a radius of 50 feet, and an arc distance of 157.08 feet to a 5/8 inch iron rod with
yellow cap stamped "Carter Burgess" found for corner;
South 00 degrees 00 minutes 00 seconds East, a distance of 225.00 feet to a 5/8 inch iron rod with
yellow cap stamped "Carter Burgess" found for corner;
North 00 degrees 00 minutes 00 seconds East, a distance of 199.45 feet to a 5/8 inch iron rod with yellow
cap stamped "Carter Burgess" found for corner;
North 00 degrees 00 minutes 00 second West, a distance of 117.46 feet to a 5/8 inch iron rod with yellow
cap stamped "Carter Burgess" found for corner;
North 22 degrees 20 minutes 21 seconds East, a distance of 72.57 feet to a 5/8 inch iron rod with yellow
cap stamped "Carter Burgess" found for corner;
to I IMM I LAR07mft• • •-• r • r-• - i • s '
• • -• - • • • r • i • • • r- • • r s r - r r r - • : •-s -
South 45 degrees 16 minutes 14 seconds East, a distance of 96.75 feet to a 5/8 inch iron rod with yellow
cap stamped "Carter Burgess" found for corner;
North 44 degrees 43 minutes 46 seconds East, a distance of 120.00 feet to a 5/8 inch iron rod with yellow
cap stamped "Carter Burgess" found for corner;
South 44 degrees 43 minutes 48 seconds West, a distance 120.00 feet to a 5/8 inch iron rod with yellow
cap stamped "Carter Burgess" found for corner;
North 45 degrees 16 minutes 14 seconds West, a distance of 12.63 feet to a 5/8 inch iron rod with yellow
cap stamped "Carter Burgess" found for corner;
South 44 degrees 43 minutes 46 seconds West, a distance of 50.00 feet to a 5/8 inch iron rod with yellow
cap stamped "Carter Burgess" found for corner;
South 45 degrees 16 minutes 14 seconds East, a distance of 20.50 feet to a 5/8 inch iron rod with yellow
cap stamped "Carter Burgess" found for corner;
South 44 degrees 43 minutes 46 seconds West, a distance of 240.00 feet to a 5/8 inch iron rod with
yellow cap stamped "Carter Burgess" found for corner;
North 45 degrees 16 minutes 14 seconds West, a distance 20.50 feet to a 5/8 inch iron rod with yellow
cap stamped "Carter Burgess" found for corner;
South 44 degrees 43 minutes 46 seconds West, a distance of 50.00 feet to a 5/8 inch iron rod with yellow
cap stamped "Carter Burgess" found for corner;
South 45 degrees 16 minutes 14 seconds East, a distance of 20.50 feet to a 5/8 inch iron rod with yellow
cap stamped "Carter Burgess" found for corner;
South 44 degrees 43 minutes 46 seconds West, a distance of 120.00 feet to a 5/8 inch iron rod with
yellow cap stamped "Carter Burgess" found for corner;
THENCE North 45 degrees 16 minutes 14 seconds West, leaving the southwest line of aforesaid Cross Oak Ranch
Phase3-Tract 11, a distance of 452.91 feet to a 5/8 inch iron rod with yellow cap stamped "RPLS 4023" set
for corner, said point being at the beginning of a non -tangent curve to the left whose chord bears North 47
degrees 15 minutes 53 seconds East, 24.33 feet;
In a Northeasterly direction along said non ---tangent curve to the left having a central angle of 5 degrees 04
minutes 13 seconds, a radius of 275.00 feet, and an arc distance of 24.34 feet to a 5/8 inch iron rod with
yellow cap stamped "RPLS 4023" set for corner;
THENCE North 44 degrees 43 minutes 46 seconds East, a distance of 85.70 feet to a 5/8 inch iron rod with
yellow cap stamped "RPLS 4023" set for corner;
THENCE North 45 degrees 16 minutes 14 seconds West, a distance of 50.00 feet to a 5/8 inch iron rod with
yellow cap stamped "RPLS 4023" set for corner•,
THENCE North 44 degrees 43 minutes 46 seconds East, a distance of 10.00 feet to a 5/8 inch iron rod with
yellow cap stamped "RPLS 4023" set for corner;
THENCE North 45 degrees 16 minutes 14 seconds West, a distance of 120.99 feet to a 5/8 inch iron rod with
yellow cap stamped "RPLS 4023" set for corner;
THENCE South 44 degrees 43 minutes 46 seconds West, a distance of 36.21 feet to a 5/8 inch iron rod with
yellow cap stamped "RPLS 4023" set for corner, said point being at the beginning of a tangent curve to the
right whose chord bears South 37 degrees 21 minutes 53 seconds West, 192.43;
In a Southwesterly direction along said tangent curve to the right having a central angle of 45 degrees 16
minutes 14 seconds, a radius of 250.00 feet, and an arc distance of 197.53 feet to a 5/8 inch iron rod with
yellow cap stamped "RPLS 4023" set for comer;
THENCE North 90 degrees 00 minutes 00 seconds West, a distance of 355.53 feet to a 5/8 inch iron rod with
yellow cap stomped 'RPLS 4023" set for corner;
THENCE North 00 degrees 00 minutes 00 seconds West, a distance 110.02 feet to a 5/8 inch iron rod with
yellow cap stamped "RPLS 4023" set for corner;
THENCE North 90 degrees 00 minutes 00 seconds West, a distance of 50.00 feet to a 5/8 inch iron rod with
yellow cop stamped "RPLS 4023" set for comer;
THENCE North 00 degrees 00 minutes 00 seconds West, a distance of 10.00 feet to a 5/8 inch iron rod with
yellow cap stomped "RPLS 4023" set for comer;
THENCE North 90 degrees 00 minutes 00 seconds West, a distance of 2014.12 feet to the POINT OF BEGINNING,
containing 736,943 square feet or 16.918 acres of land more or less.
OWNER'S DEDICATION
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, BLOOMFIELD HOMES, L.P., acting herein by and through its duly authorized officers, does hereby
certify and adopt this plat designating the hereinabove described property as CROSS OAK RANCH PHASE
3--TRACT 13, and does hereby dedicate to the public use forever, the streets and alleys shown thereon.
BLOOMFIELD HOMES, L.P., does herein certify the following.
1. The streets and alleys are dedicated to the Public for street and alley purposes.
2. All public improvements and dedications shall be free and clear of all debt, liens, and/'or encumbrances.
3. The easements and public use areas, as shown, are dedicated for the public use forever, for the
purposes indicated on this plat.
4. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed
upon, over or across the easements as shown, except that landscape improvements may be placed in
landscape easements.
5. Utility easements may also be used for the mutual use and accommodation of all public utilities
desiring to use or using the some unless the easement limits the use to particular utilities, said use by
public utilities being subordinate to the public's use thereof.
6. Public utilities shall have the right to remove and keep removed all or parts of any buildings, fences,
trees, shrubs or other improvements or growths which may in any way endanger or interfere with the
construction, maintenance, or efficiency of their respective systems in the easements.
7. Public utilities shall at all times have the full right of ingress or egress to or from their respective
easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading
meters, and adding to or removing all or parts of their respective systems without the necessity at any
time procuring permission from anyone.
8. All modifications to this document shall be by means of plat and approved by the City of Oak Point.
This plat approved subject to all platting ordinances, rules, regulations and resolutions of the City of Oak Point,
Texas. _
I�
Witness, my hand this the _ I-S day of --` �i:� -- 20
BLOOMFIELD HOMES, L.P.
By. Don Dykstra
President
Don Dykstra
Bloomfield Prop rties, Inc.
General Partner
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared
Don Dykstra, known to me to be the person and officer whose name is subscribed to the foregoing instrument,
and acknowledged to me that he/she executed the same for the purposed and considerations therein expressed
and in the capacity therein stated, /
GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the __ day of_
otary Public, State of Texas
SURVEYOR'S CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS;
That 1, David F. McCulloh, do hereby certify that I prepared this plat and the field notes made a part
thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were
properly placed under my personal supervision, in accordance with the Subdivision regulations of the City of
Oak Point, Texas.
Dated this the 517 day of� ----- 2012.
David F. McCullah,
Texas Registered Professional Land Surveyor No. 4023
DAVID F. McCULLAH
t ..........a.
P.
STATE OF TEXAS §
COUNTY OF DALLAS
BEFORE ME, the undersigned, a Notary Public in and for The State of Texas, on this day personally appeared w
David F. McCullah, known to me to be the person and officer whose name is subscribed to the foregoing
instrument, and acknowledged to me that he executed the some for the purposes and considerations therein
expressed and in the capacity therein stated.
N UNDER MY HAND AND SEAL OF OFFICE this the _ day of_� �_ ___ 2012.
GIVEN
Pafi Doherty
* ° MY Commission Expires
4 F^t � 05102/2015
• � � 4 •Rls� i
-ILIa i - a !a •• - 4
BROWN & GAY ENGINEERS, INC.
500 W. 7th Street, Suite 1800
Forth Worth, Texas 76102
Phone; (817) 887-6131 Direct
Contact Person: Nathan Thompson, P.E.
yor
! k •!" ! t! Age !
9 :! i ! "
1 4 A a . !
• a
FINAL PLAT
• i i 4
c i i
i • - i
BLOOMFIELD HOMES, L.P.
1050 E. HIGHWAY 114, SUITE 210
Southloke, Texas 76092
Phone: (972) 877-1458
SURVEYOR:
COMPASS POINTS PROFESSIONAL. SERVICES
3908 Wyeth Drive
Piano, Texas 75023
Phone: (972) 333-1064
Contact Person: David F. McCullah, RPLS
SHEET 2 OF 2