SD4471AREMAINDER OF A CALLED
AAA 168.605 ACRES
6,-
CHS SAVANNAH, L.P.
6
0 COSERV ESM'T TRACT
INST. NO. 2014-29629 INST. NO. 2006-40724
00 69 5/8' RPRDCT
RPRDCT
CIRS
588*39*1 O"E 871.97'
5/l
110.46' 1 1100.52' 50. 00'_ -7-7 50.00' 60.99' CIR
(4§5
0 _0
Suess 000
43 23.9 44 �'6 45 46 47 4849 50 51 52 53 54:z
LOsr 'ET::
20.92' 20'BL
42
C,4 iv LOUISVILLE ROAD S88-39'10"E 684.97'
S7 *263,3 S88*39'1 0"E 70-8.97'
0
113-3,5, 0 04
,1. T -53.-16- _5T1'�' -53 _16- 53.17 .16 53.17 -53-.16- -53.1 .16 -16 to !�,3.f7
d 20'1�1 5UE T�_O-'B
41 �j co 0-0
- - 26 26'
C 0 0 0
o S88*39'1 0"E �g130 01 ?A P0 5 4 15 16 17 18z - 19- 20;z z 21 22:: 23�0c� iow
001-j- (aM 1- �q 7
P . 0 co
0 40 od qo I
to I z S8E *39'1 0"E 657.97'
4� Q50
P 11 63.16' 53.17' 53.16' 53.17' 53.16' 53.17' 5116' 1 53.17' 53.16' 53.17' 53.167 63 . 16'!� _uJ
w 63.16' 53.17' 53.16' 53.17' 5.3.16' 53. 53.16' 53.17' 53.16' 53.17' 53.16' 63.16'1-1
P4 _j 17' in
139 0
to 11 1 � LO - 0, �N
'0 - 0 U-) 0 F, 0
11 Ld o 12 c)' 11 10-- - 9 8 7 6 5 4 3 0 C� i I , �.4
P'll 2 0 1 Lj
;D
38 1 5'UE P 11 -4 E2' 0
z N1 20'BL 0 Z_ L w R
2
�371 7' 5316' S_317' _53,1§_tEIJ3,17' 3.16' 3L.1 7j'S 3: - 1 6 ' IL1�7' 5�,
37 :57 ORLEANS SQUARE
_53,16' 39.16'
REMAINDER OF A CALLED 9,10 _ _
6 9
168.605 ACRES 43 "E �337'
CHS SAVANNAH, L.P. - S88'��9(77_ 452,39' C7
TRACT 6 C10
INST, NO. 2006-40724 0 -
C� C�I
0
RPRDCT 0 36 ni do-ri-O'B-L-N -LO. q_0L -5(5.-O(T -:-6-3-9' 0_0
8--- - Li
00 VU r_2 T7
'0 S88*39'1 0" 10� 0� 3�: 2 3361, 70.2 5 C11
E �BL LIE
05
110.00 29 '0 00 . �t 7 �' �-
N 26 SL
co 103 1 S88*39'1 0"E 30 'o 31 S32 O'� 3 3 c�34 cM - '�36 - (0 -7,23'§i 'i
io' 35. pj - r� C� 0 0 0 0 0
1_- OI-M-j 110.00' -C, ?, 0 LO 37-- "�38:� 0
C5 N 0@ N ;z
w ;=40 o,,� 41
�1 �20'[)E&UE 0 28 6.46' 24.73' 16.84' 29.38'
IS89158IT8_11 0 in 1 29-26' 28,90' 33 56,�'�@49
I ") ISCN81 8 *3 9'10 E S)I, 50�00', /25. .33 1 20.74' 27. 10,
N �10 1-) 201 .75 3' 50.44' 43-9 27'1,33.1 0
0 to N110.00, r--C,4 ��
I(N A r2� " 1. - 4 21-66' J,6-80' 5/8,
... 10 . 11� 0 4 N86 28'57" IN 16.900
STATE OF TEXAS §
COUNTY OF DENTON
WHEREAS CHS SAVANNAH, L.P. IS THE OWNER OF THAT CERTAIN TRACT OF LAND SITUATED IN THE JOSE GONZALES
SURVEY, ABSTRACT NO. 447, IN DENTON COUNTY, TEXAS, SAID TRACT BEING A PORTION OF A CALLED 168.605 ACRE
TRACT OF LAND DESCRIBED AS TRACT 6 IN DEED TO CHS SAVANNAH, L.P., RECORDED IN INSTRUMENT NO. 2006-40724,
REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS (RPRDCT), AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A',\
TE
BEGINNING AT A 5/8-INCH IRON ROD WITH CAP MARKED `PETITT-RPLS 4087- FOUND AT THE NORTHEASTERLY CORNER
OF LOT 27, BLOCK 52, OGLETHORPE VILLAGE AT SAVANNAH PHASE 8B, AN ADDITION TO DENTON COUNTY RECORDED IN
DOCUMENT NO. 2013-228, PLAT RECORDS, DENTON COUNTY, TEXAS (PRDCT);
4
THENCE, OVER AND ACROSS SAID 168.605 ACRE TRACT THE FOLLOWING BEARINGS AND DISTANCES TO 5/8-INCH IRON
RODS WITH CAP MARKED "PETITT-RPLS 4087" SET FOR CORNER:
NORTH 02 DEGREES 38 MINUTES 00 SECONDS EAST, A DISTANCE OF 76.33 FEET,
NORTH 01 DEGREE 20 MINUTES 50 SECONDS EAST, A DISTANCE OF 600.55 FEET;
SOUTH 88 DEGREES 39 MINUTES 10 SECONDS EAST, A DISTANCE OF 871.97 FEET;
AND SOUTH 01 DEGREE 20 MINUTES 50 SECONDS WEST, A DISTANCE OF 572.04 FEET, SAID IRON ROD BEING
LOCATED IN THE NORTHERLY LINE OF ISABELLA VILLAGE AT SAVANNAH PHASE 10B, AN ADDITION To DENTON
COUNTY RECORDED IN DOCUMENT NO. 2013-367, PRDCT-,
THENCE, CONTINUING WITH THE NORTHERLY LINE OF ISABELLA VILLAGE AT SAVANNAH PHASE 10B, THE FOLLOWING
BEARINGS AND DISTANCES TO 5/8-INCH IRON RODS WITH CAPS MARKED "PETITT-RPLS 4087- FOUND FOR CORNER:
NORTH 86 DEGREES 50 MINUTES 04 SECONDS WEST, A DISTANCE OF 16.80 FEET;
REMAINDER OF A CALLED
168.605 ACRES
CHS SAVANNAH, L.P. NORTH 82 DEGREES 55 MINUTES 55 SECONDS WEST, A DISTANCE OF 50.25 FEET;
TRACT
INST. NO. 2006-40724 NORTH 79 DEGREES 59 MINUTES 53 SECONDS WEST, A DISTANCE OF 55.22 FEET,
RPRDCT
NORTH
80
DEGREES
10
MINUTES
31
SECONDS
WEST,
A
DISTANCE
OF
50.00
FEET;
NORTH
83
DEGREES
15
MINUTES
55
SECONDS
WEST,
A
DISTANCE
OF
50.00
FEET;
NORTH
86
DEGREES
14
MINUTES
20
SECONDS
WEST,
A
DISTANCE
OF
46.22
FEET,
r, 1 G 1- 35 CIRS
�1. q Z S8 58.45' DISTANCE OF 58.45 FEET;
0 1 0#3 w NORTH 88 DEGREES 28 MINUTES 57 SECONDS WEST, A
'47'E 13 -
N88-22'47'E r 22 50.00 up
518' N85 09,1 23 20 19 N86*50'0,rW
CIRS 10 9. 3:35' !Lwt 18 17 10 8" CIRF
110.5f -M S73* '11 2"W 21 N88*3)110"W 16 (L PE-nTT) 16.80 NORTH 88 DEGREES 39 MINUTES 10 SECONDS WEST, A DISTANCE OF 81.19 FEET;
33cr� 161 �4 6) 12
.201 15
2 6 -t, 81.19 14 13 11 9
\SO1 # 150"W 10
a 4�: 24 NE2*5555 W SOUTH 83 DEGREES 44 MINUTES 17 SECONDS WEST, A DISTANCE OF 136.40 FEET;
�N7.- v .TEXAS STATE PLANE COORDINATES- 1NORTH CENTRAL ZONE 4202 (GRID)P-0-113. 123.5
N=7,133,631.37 E=2,452,615.04 '-5/8" CIRF N8614'20"V
27 (P E 7M) - 25 21'2'9'28*E LANF, 46.22'
N24 26'3452 "W Ni
28 90 24026'3eW
72.16 N 31 3 --ISA01ELLA ILLAGE AIT SAVA NAH PH SE 10B
OGLETHOR E VILLAGE AT 45 11.18 22X D C. NO. 21013-36 PRDCT 19
SAVANN H PHASE 86 29 DOC. N 1 2013-228 71 9'44!31"W\. 22 1 21 20
30 RUCT,
52.00'
26 29
6 7 8
2-, 4
r5
8
25
NOTES:
1. WATER SERVICE TO BE PROVIDED BY DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10.
2. UTILITY PROVIDERS:
(1) ELECTRIC & GAS SERVICE- COSERV
7701 SOUTH STEMMONS
CORINTH, TEXAS 75065
1-800-274-4014
(2) TELEPHONE SERVICE: AT&T
2301 RIDGEVIEW DRIVE
PLANO, TEXAS 75025
(972) 569-3084
3. SANITARY SEWER TO BE HANDLED BY FACILITIES APPROVED BY THE TEXAS COMMISSION ON ENVIRONMENTAL
QUALITY.
4. THE MAINTENANCE OF PAVING, GRADING AND DRAINAGE IMPROVEMENTS AND/OR EASEMENTS SHOWN ON THIS
PLAT ARE THE RESPONSIBILITY OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10. APPROVAL OF
THIS PLAT BY DENTON COUNTY DOES NOT CONSTITUTE ACCEPTANCE OF SAME FOR MAINTENANCE PURPOSES
BY DENTON COUNTY.
5. ALL SURFACE DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF FENCES, BUILDINGS, FOUNDATIONS, PLANTINGS,
AND OTHER OBSTRUCTIONS TO THE OPERATION AND MAINTENANCE OF THE DRAINAGE FACILITY.
6. BLOCKING THE FLOW OF WATER OR CONSTRUCTING IMPROVEMENTS IN SURFACE DRAINAGE EASEMENTS, AND
FILLING OR OBSTRUCTING THE FLOODWAY IS PROHIBITED.
7. DENTON COUNTY WILL NOT BE RESPONSIBLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR
PROPERTY OCCASIONED BY FLOODING OR FLOODING CONDITIONS,
8. THE EXISTING CREEKS OR DRAINAGE CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN
AS OPEN CHANNELS AND WILL BE MAINTAINED BY THE INDIVIDUAL PROPERTY OWNERS OF THE LOT OR LOTS
THAT ARE TRAVERSED BY OR ADJACENT TO THE DRAINAGE COURSES ALONG OR ACROSS THE LOTS.
9. CONSTRUCTION NOT COMPLETE WITHIN TWO YEARS OF THE COMMISSIONER'S COURT APPROVAL SHALL BE
SUBJECT TO CURRENT COUNTY SUBDIVISION RULES AND REGULATIONS.
10. A DRIVEWAY CULVERT PERMIT MUST BE OBTAINED FROM THE ROAD AND BRIDGE DEPARTMENT BY THE OWNER
OF EACH LOT PRIOR TO CONSTRUCTION, INSTALLATION OR PLACEMENT OF ANY DRIVEWAY ACCESS
IMPROVEMENTS WITHIN THE DEDICATED RIGHT-OF-WAY.
11. NO CONSTRUCTION WITHOUT WRITTEN APPROVAL FROM DENTON COUNTY SHALL BE ALLOWED WITHIN AN
IDENTIFIED "FIRM" FLOODPLAIN AREA, AND THEN ONLY AFTER A DETAILED FLOODPLAIN DEVELOPMENT PERMIT
INCLUDING ENGINEERING PLANS AND STUDIES SHOW THAT NO RISE IN THE BASE FLOOD ELEVATION (BFE) WILL
RESULT, THAT NO FLOODING WILL RESULT, THAT NO OBSTRUCTION TO THE NATURAL FLOW OF WATER WILL
RESULT; AND SUBJECT TO ALL OWNERS OF THE PROPERTY AFFECTED BY SUCH CONSTRUCTION BECOMING A
PARTY TO THE REQUEST. WHERE CONSTRUCTION IS PERMITTED, ALL FINISHED FLOOR ELEVATIONS SHALL BE A
MINIMUM OF TWO FOOT ABOVE THE 100-YEAR FLOOD ELEVATION.
12. DENTON COUNTY SHALL NOT BE RESPONSIBLE FOR MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY
ACCESS EASEMENTS, RECREATION AREAS AND OPEN SPACES; AND THE OWNERS SHALL BE RESPONSIBLE FOR
THE MAINTENANCE OF PRIVATE STREETS, DRIVES, EMERGENCY ACCESS EASEMENTS, RECREATION AREAS AND
OPEN SPACES, AND SAID OWNERS AGREE TO INDEMNIFY AND HOLD HARMLESS DENTON COUNTY FROM ALL
CLAIMS, DAMAGES AND LOSSES ARISING OUT OF OR RESULTING FROM PERFORMANCE OF THE OBLIGATIONS OF
SAID OWNERS SET FORTH IN THIS PARAGRAPH.
13. ALL UTILITY EASEMENTS A I ND RIGHTS -OF -WAY SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR
THE EXCLUSIVE USE OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 UNLESS OTHERWISE NOTED.
14. THE SUBJECT PROPERTY IS DEPICTED WITHIN ZONE -X" (UNSHADED) ON THE FLOOD INSURANCE RATE MAP,
MAP NO. 48121CO410G, DATED APRIL 18, 2011. ZONE X (UNSHADED) IS DEFINED THEREON AS -AREAS
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN."
15. ALL EXTERIOR BOUNDARY CORNERS ARE 5/8-INCH IRON ROD WITH CAPS MARKED "PETITT-RPLS 4087" FOUND
OR SET, UNLESS NOTED OTHERWISE. WHEN A RETAINING WALL OR SCREENING FENCE HAS BEEN PLACED AT
THE REAR LOT CORNER, A 5/8-INCH IRON ROD MAY BE SET FIVE FEET (5) FROM THE REAR LOT CORNER
ALONG THE SIDE LOT LINE.
16. LOTS ENDING WITH AN "X" ARE NON-RESIDENTIAL LOTS. MAINTENANCE OF "X" LOTS SHALL NOT BE THE
RESPONSIBILITY OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT #10.
17. THE BEARINGS SHOWN AND RECITED HEREON ARE REFERENCED TO THE TEXAS STATE PLANE COORDINATE
SYSTEM - NAD 83 (CORS TEXAS NORTH CENTRAL ZONE NO. 4202). ALL DISTANCES ARE SURFACE DISTANCES
WITH A SURFACE TO GRID SCALE FACTOR OF 0.999849392677. wxmwwwm�
831 V5
18 17 16 15
9 1 10 1 11 1 12
5 SOUTH 73 DEGREES 46 MINUTES 12 SECONDS WEST, A DISTANCE OF 61.20 FEET;
9`53"W SOUTH 01 DEGREE 20 MINUTES 50 SECONDS WEST, A DISTANCE OF 12.37 FEET,
.22'
r -1
SOUTH 21 DEGREES 29 MINUTES 28 SECONDS EAST, A DISTANCE OF 49.71 FEET;
SOUTH 65 DEGREES 33 MINUTES 26 SECONDS WEST, A DISTANCE OF 113.41 FEET;
14 5 NORTH 24 DEGREES 26 MINUTES 34 SECONDS WEST, A DISTANCE OF 11.18 FEET, SAID IRON ROD ALSO BEING THE
Z11 BEGINNING OF A TANGENT CURVE TO THE - RIGHT;
-41,11 NORTHWESTERLY, WITH SAID TANGENT CURVE TO THE RIGHT, WHICH HAS A CHORD THAT BEARS NORTH 21 DEGREES
13 II, Q 1 21 MINUTES 02 SECONDS WEST, A CHORD DISTANCE OF 24.17 FEET, A CENTRAL ANGLE OF 06 DEGREES 11 MINUTES
05 SECONDSAND A RADIUS OF 224.00 FEET, FOR AN ARC DISTANCE OF 24.18 FEET;
,
LOT
j U
LOT 10,xio,
V) SIDEWALK &
VISIBILITY ESMT.
I(TYP.)
10,
STREET
10'
b
SIDEWALK &
VISIBILITY ESNIT.
(TYP.) LOT
LOT
10'x10' SIDLYALK & VISIBIM
EST. STREET INTERSECTION
(TV.) N.T-S.
LEGEND
RPRDCT
REAL PROPERTY RECORDS, DENTON
COUNTY, TEXAS
PRDCT
PLAT RECORDS OF DENTON COUNTY,
TEXAS
DOC.
DOCUMENT
INST.
INSTRUMENT
U. E.
UTILITY EASEMENT
D. E.
DRAINAGE EASEMENT
S.S.
SANITARY SEWER EASEMENT
ESM'T
EASEMENT
BL
BUILDING SETBACK LINE
CIRF
CAPPED IRON ROD FOUND
CIRS
5/8-INCH IRON ROD W/CAP MARKED
"PETITT-RPLS 4087" SET
R.O.W.
RIGHT-OF-WAY
P.O.B.
POINT OF BEGINNING
R.P.
RADIUS POINT
0
DESIGNATES SUBDIVISION BLOCK
W.M.E.
WALL MAINTENANCE EASEMENT
0
DENOTES STREET NAME CHANGE
UTILITY COMPANY APPROVAL
ELECTRIC & GAS COMPANY:
COSERV DATE
TELEPHONE COMPANY:
�� ;,� -45>� 5w
Af&-T- 4c-- DATE
SOUTH 71 DEGREES 44 MINUTES 31 SECONDS WEST, A DISTANCE OF 52.00 FEET, SAID IRON ROD ALSO BEING THE
BEGINNING OF A NON -TANGENT CURVE TO THE LEFT;
SOUTHEASTERLY, ALONG SAID NON -TANGENT CURVE TO THE LEFT, WHICH HAS A CHORD THAT BEARS SOUTH 20
DEGREES 19 MINUTES 59 SECONDS EAST, A CHORD DISTANCE OF 19.99 FEET, A CENTRAL ANGLE OF 04 DEGREE 09
MINUTES 00 SECONDS, AND A RADIUS OF 276.00 FEET, FOR AN ARC DISTANCE OF 19.99 FEET;
AND I SOUTH 65 DEGREES 33 MINUTES 26 SECONDS WEST, A DISTANCE OF 115.17 FEET, SAID IRON ROD ALSO BEING
LOCATED IN THE EASTERLY LINE OF SAID OGLETHORPE VILLAGE AT SAVANNAH PHASE 813;
THENCE NORTH 24 DEGREES 26 MINUTES 34 SECONDS WEST, A DISTANCE OF 72.16 FEET TO THE POINT OF BEGINNING
AND CONTAINING 11.964 ACRES OF LAND.
SURVEYORS CER11FICATE
KNOW ALL MEN BY THESE PRESENTS:
THAT 1, JIMMIE D. NICHOLS, A REGISTERED PROFESSIONAL LAND SURVEYOR, HEREBY CERTIFY THAT THIS PLAT
WAS PREPARED FROM AN ACTUAL SURVEY MADE ON THE GROUND OF THE LAND DESCRIBED HEREON, AND
THAT THE CORNER MONUMENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY PERSONAL
SUPERVISION IN ACCORDANCE WITH THE "DENTON COUNTY SUBDIVISION RULES AND REGULATIONS."
W% a 02�11
JIMMIE D. NICAOLS
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5184
STATE OF TEXAS
,0
COUNTY OF DALLAS
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS, ON THIS
DAY PERSONALLY APPEARED JIMMIE D. NICHOLS, KNOWN TO ME TO BE THE PERSON WHOSE NAME IS
SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME IN
THE CAPACITY THEREIN STATED.
GIVEN UNDER MY HAND AND SEAL OF OFFICE, THIS - DAY OF ACIt I -, 2015.
JESSIC ath ems,A LEE
NOTARUBLIC IN AND FOR THE STATE OF TEXAS.
Notary Public, State of Texas
My Commission Expires
Q......
MY COMMISSION EXPIRES: December 05, 2015
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD DIRECTION
CHORD LENGTH
C1
19*36 ) 19
250,00
85.54
43.19
S08*27'1 9"E
85.13
C2
90*00,00"
25.00
39.27
25.00
S46*20'50"W
35.36
C3
90*00,00"
51.00
80.11
51.00
S46'20'50"W
72.12
C4
90*00,00"
77.00
120.95
77.00
S46'20'50"W
108.89
C5
90100,00"
24.00
37.70
24.00
N43'39'1 0"W
33-94
C6
90*00,00"
50.00
78.54
50.00
N43*39'10"W
70.71
C7
10*30'21')
1072.00
196.56
98.56
N83*23'59"W
196.29
C8
98*48'33"
50.00
87.10
59.39
N 51 *1507" E
76,50
C9
90100,00"
2400
37,70
24.00
N46'20'50"E
33.94
C10
00'41'48"
300.00
3.65
1.82
S78*29'43"E
3.65
C11
10*30'21 " '
326.00
59.78
29.97
S83'23'59"E
59,69
C12
06*11'05"
224.00
. 24.18
12.10
N21*21'02"W
24.17
C13
04-09'00"
27i� - �OO
19-99
10.00
S20-19'59"E
19-99
]a
BY.
PHIifffi _HUfFINES, MKNA
0
z
0
100 0 50 100 200
Graphic Scale in feet
1 inch = 100 feet
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 PHILLIP HUFFINES, MANAGING DIRECTOR OF HC OPERATING GP, LLC,
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 SAME FOR THE PURPOSES AND
CONSIDERATIONS THEREIN EXPRESSED AND IN THE CAPACITY THEREIN STATED.
-7 A�r
GIVEN UNDE MY HAND AND SEAL OF OFFICE, THIS DAY OF 2015.
a is a A
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS. ROXANNE CABRERA
My Commission Expires
MY COMMISSION EXPIRES: C�_ February 17, 2017 -7
REVIEWED A R 2015.
DENT 9 COUNTY FRESH`WATESUPPLY
FINAL PLAT
A Gox 1 S05� �101'1_
_7A -1. Gby1
20 COUNTY JUDGE
LINE TABLE
LINE I BEARING I DISTANCE
L1 I S88*39'10 E . ..... . -1 33,41
DENTON
COUNTY FRESH WATER
SUPPLY
DISTRICT NO. 10
CONTACT- CLAY E. CRAWFORD
19 BRIAR HOLLOW LANE, SUITE 245
HOUSTON, TEXAS 77027
PHONE
(713) 621-3707
OWNER:
CHS SAVANNAH, L.P.
A DELAWARE LIMITED PARTNERSHIP
ITS SOLE MEMBER
GENERAL PARTNER:
HC OPERATING SAVANNAH, LLC
GENERAL PARTNER:
HC OPERATING GP, LLC
SOLE MEMBER:
HC OPERATING, L.P.
CONTACT-
PHILLIP W. HUFFINES,
MANAGING DIRECTOR
8200 DOUGLAS AVE, SUITE 300
DALLAS, TEXAS 75225
PHONE
(214) 750-1800
X
1,!,011SABELLA VILLAGE AT
V ANNAH PHASE 10C
AA Arl",
66 RESIDENTIAL LOTS
SITUATED IN THE
JOSE GONZALES SURVEY, ABSTRACT NO. 447
DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10
DENTON COUNTY, TEXAS
Fild f0r- r1"-2CrJ"j
j0 e�_Ort1 is
Uj
PETiTT
BAR RAZAP 4
ENGINEERING
PLANNING SURVEYING
PKNESEE
TBPE FIRM REGISTRATION NO. 1488
352
TBPLS FIRM REGISTRATION
NO. 101068
1651 Glenville Drive, Suite 208
Tel. No. (214) 221-9955
'mtount
51)
Richardson, Texas 75081
Fax No. (214) 340-3550
1-3237153
0
0
DATE: APRIL 2015
0 N
JOB NO. 00032-10C
jnichols@petittbarrazo.com
SHEET 1 OF 1