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LINE TABLE
LINE
BEARING
LENGTH
L1
S 11,18,09" W
117.00
L2
S 09'25'58" W
52.00
L3
S 07'05'54" W
52.00
L4
S 06'33'27" W
52.00
L5
S 08'45'40" W
117.02
L6
N 83'48'39" W
66.06
L7
N 86'24'10" W
54.88
L8
S 01'54'06" W
5.47
L9
N 88'05'54" W
52.00
L10
N 01'54'06" E
19.99
L11
N 05'00'42" E
117.17
L12
N 88'05'54" W
53.63
L13
N 01'54'06" E
52.00
L14
S 88'05'54" E
20.00
L15
N 01'54'06" E
134.55
L16
S 88'05'54" E
52.00
L17
S 01'54'06" W
20,00
L18
N 01'54'06" E
100.00
L19
IN 02'26'25" W
68.05
L20
N 12'35'25" W
71.30
L21
N 22'59'25" W
71.17
LINE TABLE
LINE
BEARING
LENGTH
L22
N 24'19'56" W
62.35
L23
N 20"7'08" W
180.00
L24
N 24'41'41" W
137.85
L25
S 75'23'25" W
53.74
L26
N 14'36'35" W
52.00
L27
N 75'23'25" E
20.00
L28
N 14'36'35" W
117.00
L29
S 2636'40" E
60.41
L30
S 21'30'43" E
60.41
L31
S 16'24'46" E
87.65
L32
N 84'37'55" W
20,93
L33
S 10*11'20" W
118.55
L34
S 11'21'19" W
52.00
L35
S 10'51'37" W
117.00
L36
S 78'5429" E
16.75
L37
S 89'26'30" W
8.14
L38
N 01'54'06" E
160.55
L39
N 88'05'54" W
84.46
L40
S 77'18'44 W
20.50
L41
N 26'13'51" W
18.35 1
REMAINDER OF A
CALLED 168.605 ACRES
CHS SAVANNAH, LP
TRACT 6
DOC, NO, 2006-40724
R.P.R.D.C.T.
OFFSITE DRAINAGE EASEMENT
(SEPARATE INSTRUMENT)
e, VILLAGE ,AT
HNPHAS , 10A
R D.C.T: f n
REMAINDER OF OAAt
CALLED 168.605 ACRES
CHS SAVANNAH, LP
TRACT 6
DOC. NO. 2006-40724
R.P.R.D.C.T.
C8 WA r
16' OFFSITE
RF UTILITY EASEMENT
r6.5/8 � �' (SEPARATE INSTRUMENT)
TES STATE PLANE
'-�--_CQORDINATES NORTH CENTRAL
LN
ix
t ; •
+�
J3
q r
CJ 1
?
_ 146 334'
U.
IRF
IRF'..
SAVANNAH PHASE 8A
�'DOC IO. 2011-150
4
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CURVE TABLE
NO.
CHORD DIRECTION
CHORD
DELTA
RADIUS
LENGTH
C1
N79'37'57"W
67.09
1-52'11"
2056.00
67.09
C2
S79'43'46"E
58.61
1'40'33"
2004.00
58.61
C3
N80'56'14"W
121.35
3'55'45"
1770.00
121.38
C4
S82'30'14"E
23.86
0'47'44"
1718,00
23.86
C5
N82'50'34"W
31.07
1'11'59"
1484.00
31.07
C6
S82'51'39"E
29.07
1'09'47"
1432.00
29.07
C7
S79'13'41"E
47.68
1'09'59"
2342.00
47.68
C8
N78'5332"W
19.78
0'29'42"
2290.00
19.78
C9
N66'57'29"W
6E31
1 75-18'12"
51.00
67.03
C10
N24'47'46"W
94.37
9'01'15"
600.00
94.47
C11
S24'2434"E
35,96
8'1453"
250.00
35.99
C12
N13'18'57"W
281.38
30'26'06"
536.00
284.72
C13
N05'10'54"E
28.61
6'33'36"
250.00
28.62
C14
N85'36'11" W
43.19
9'5437"
250.00
43.24
C15
N79'38'47"W
80.97
2-00'12"
2316.00
80.97
C16
N81'03'10"W
34.41
0'58'16"
2030.00
34.41
C17
N84'49'06"W
232.30
6'3336"
2030.00
232.42
C18
N85'30'00"W
158.12
1 5'11'48"
1744.00
158,18
C19
S46'54'06"W
72.12
1 90'00'00"
1 51.001
80.11
C20
N85'46'14"W
118.45
1 4'39'21"
11458.00
1118.48
NOTES:
1. WATER SERVICE TO BE PROVIDED BY DENTON COUNTY FRESH
WATER SUPPLY DISTRICT NO, 10.
2. UTILITY PROVIDERS:
(1) ELECTRIC & GAS SERVICE: C0Q9 7SOUTH sTEMMONS
CORINTH, TEXAS 75065
PHONE: 1-800-274-4014
(2) TELEPHONE SERVICE: AT&T
2301 RIDGEVIEW DRIVE
PLANO, TEXAS 75025
PHONE: (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 IS 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.
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 DENTON COUNTY ROAD AND BRIDGE DEPARTMENT BY THE OWNER OF
EACH LOT PRIOR TO THE 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. ALL UTILITIES AND DRAINAGE STRUCTURES ARE LOCATED IN THE RIGHT-OF-WAY EXCEPT AS SHOWN.
13. ALL UTILITY EASEMENTS AND 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.
48121 CO410G, DATED APRIL 18, 2011. ZONE X (UNSHADED) IS DEFINED THEREON AS "AREAS DETERMINED TO BE OUTSIDE THE
0.2% ANNUAL CHANCE FLOODPLAIN."
15. ALL CORNERS ARE 5/8-INCH IRON ROD WITH CAPS MARKED "PETITT--RPLS 4087" SET, UNLESS OTHERWISE NOTED.
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.
" 4- CXI-O.A 2.s 4j/
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a
LOT LOT
40'x70' PAD 140'x70' PAD j
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TYPICAL PAD DIMENSIONS ES . AT STREET INTERSECTION i3l t 6 z t
20 4 mot 5t3S� t�c t""t `' '� .%!
47�'t J . C3►crn -% . 5 1G► ,%'t` to * �,, Ito
41 , l'
100 # 50 100 200
Graphic •
i
UTILITY EASEMENT
DRAINAGEU.E.
S.S.
SA rARY SEWER EASEMENT
IRF
5/8-INCH _* _ODW/CAP MARKED
#:7" FOUND
•
- .:
P01NT OF BEGINNING
;SDESIGNATES
SUBDIVISIONBLOCK
(4)
ii) -IT
10) . t'9
Lt) . ita
-I-)- Ito
13 , ' (0
i
SQUARE CUT ON BACK OF CURB LOCATED
NORTH OF LIGHT POLE AT THE INTERSECTIONOF
MAGNOLIA L A LANE.
SQUARE CUT ON BACK OF CURB LOCATED AT THE
SOUTHWEST CURB RETURN AT THE INTERSECTION OF
SWEETGUM DRIVE AND CAUDLE LANE.
ELEVATION = 584.1 3'
VILLAGEFINAL PLAT
SAVANNA TT PTT ASE ! rIr
Ito -At 16.997 ACRES
74 RESIDENTIAL LOTS, 1 NON-RESIDENTIAL LOT - 0.86 CACRES
cs
DENTON COUNTY FRESH WATER SITUATED A' `�s jj\j THE �
SUPPLY DISTRICT NO. 10 0-
' CONTACT: CLAY E. CRAWFORD JOSE GONZALEZ SURVEY, ABSTRACT NO. 44"7 U_
19 BRIAR HOLLOW LANE, SUITE 245 DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO, 10co
UTILITY COMPANY APPROVAL HOUSTON, TEXAS 77027 DENTON COUNTY, TEXAS
�s;; ,, PHONE (713) 621-3707
0
ELEC IC &GAS COMPANY: REVIE A 0 N _ �,xrt Y
_ 0
OWNER: CHS SAVANNAH, L.P.
aM gr A DELAWARE LIMITED PARTNERSHIP " `CL
ON COUNTYFRESH WATER SUPPLY Dls fC7� . 1 ITS SOLE MEMBER l[ -LO
-
DENT�
I,; " f .. GENERAL PARTNER: HC OPERATING SAVANNAH, LLC WEER, � L SURVEYING
G c i
COSERV DATE t GENERAL PARTNER: HC OPERATING GP, LLC. _
M
REVIEWED PPRC!VED ON SOLE MEMBER: HC OPERATING, L.P. r r 1 M 01
TELEPHONE COMPANY:
CONTACT: PHILLIP W. HUFFINES, o
I - - r-- MANAGING DIRECTOR - ' o v
e fT ;: 300 Municipal Drive Tel. No. (214) 221-9955 f }_
COUNTY JUDGE, E TON OUNTY, TEXAS r.f 8200 DOUGLAS AVE., SUITE 300
AT&T DATE ;� z1t; rbs R�chardsan, Texas 75080 Fax N€�. (214) 340-350 0
DALLAS, TEXAS 75225 0
PHONE (214) 750-1800 DATE: NOVEMBER 2012 SCALE: 1 "-100' `' .
JOB NO. 00032-88.,_
STATE OF TEXAS 4
COUNTY OF DENTON
WHEREAS, CHS Savannah, LP, is the owner of a tract of land situated in the
JOSE GONZALEZ SURVEY, ABSTRACT NO. 447, in Denton County, Texas, said tract being a
Savannah, LP, as Document No. 2006-40724, Real Property Records,
portion of a called 168.605 acre tract of land described as Tract 6 in a deed to CHS recorded
Denton County, Texas, and being more particularly described as follows:
BEGINNING at a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for the northwest corner of Lot 15,Savannah Phase 8A, an addition to Denton County
according to the plat thereof recorded as Document No. 2011-150, Plat Records, Denton County, Texas
THENCE along the westerly line of said addition, the following courses and distances:
South 11 degrees 18 minutes 09 seconds West, a distance of 117.00 feet
to a 5/8-inch iron rod with cap marked "PETiTT-RPLS 4087" found for the beginning of a
non -tangent curve to the left;
Westerly, along said non -tangent curve to the left which has a chord that
bears North 79 degrees 37 minutes 57 seconds West for 67.09 feet, a central angle of O1
"PETITT-RPLS
degree 52 minutes 11 seconds and a radius of 2,056.00 feet, for an are
distance of 67.09 feet to ai 5/8-inch Iron rod with cap marked 4087" found
for the end of said curve;
South 09 degrees 25 minutes 58 seconds West, a distance of 52.00 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for the beginning of a
non -tangent curve to the right;
Easterly, along said non -tangent curve to the right which has a chord that bears South 79 degrees 43 minutes 46 seconds East for 58.61 feet, a central angle of 01
degree 40 minutes 33 seconds and a radius of 2,004.00 feet, for an arc
distance of 58.61 feet to a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" found
for the end of said curve;
South 11 degrees 43 minutes 24 seconds West, a distance of 234.02 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for the beginning of a
non -tangent curve to the left;
Westerly, along said non -tangent curve to the left which has a chord that
bears North 80 degrees 56 minutes 14 seconds West for 121.35 feet, a central angle of 03
`PETITT-RPLS
degrees 55 minutes 45 seconds and a radius of 1,770.00 feet, for an arc
distance of 121.38 feet to a 5/8-Inch iron rod with cap marked 4087" found
for the end of said curve;
South 07 degrees 05 minutes 54 seconds West, a distance of 52.00 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for the beginning of a
non -tangent curve to the right;
Easterly, along said non -tangent curve to the right which has a chord that
bears South 82 degrees 30 minutes 14 seconds East for 23.86 feet, a central angle of OO
degrees 47 minutes 44 seconds and a radius of 1,718.00 feet, for an arc
distance of 23.86 feet to a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" found
for the end of said curve;
South 08 degrees 45 minutes 40 seconds West, a distance of 234.03 feet
to a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" found for the beginning of a
non -tangent curve to the left;
Westerly, along sold non -tangent curve to the left which has a chord that bears North 82 degrees 50 minutes 34 seconds West for 31.07 feet, a central angle of 01
degree 11 minutes 59 seconds and a radius of 1,484.00 feet, for an arc distance of 31.07 feet to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for
the end of said curve;
South 06 degrees 33 minutes 27 seconds West, a distance of 52.00 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for the beginning of a
non -tangent curve to the right;
Easterly, along said non -tangent curve to the right which has a chord that bears South 82 degrees 51 minutes 39 seconds East for 29.07 feet, a central angle of O1
degrees 09 minutes 47 seconds and a radius of 1,432.00 feet, for an arc distance of 29.07 feet to a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" found
for the end of said curve;
South 08 degrees 45 minutes 40 seconds West, a distance of 117.02 feet
to a 5/8-inch Iron rod with cap marked `PETITT-RPLS 4087" found for the most southerly
southwest corner of said addition;
THENCE over and across said Tract 6, the following courses and distances:
North 83 degrees 48 minutes 39 seconds West, a distance of 66.06 feet to a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" set for corner;
North 86 degrees 24 minutes 10 seconds West, a distance of 54.88 feet to
a 5/8-inch "iron rod with cap marked `PETITT-RPLS 4087" set for corner;
North 88 degrees 05 minutes 54 seconds West, a distance 'of 308.93 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" set for corner;
South 01 degree 54 minutes 06 seconds West, a distance of 5.47 feet to
a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" set for corner;
North 88 degrees 05 minutes 54 seconds West, a distance of 52.00 feet to a 5/8-inch iron rod with cap marked "PETiTT-RPLS 4087" set for corner;
North 01 degree 54 minutes 06 seconds East, a distance of 19.99 feet to
a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" set for corner;
North 88 degrees 05 minutes 54 seconds West, a distance of 127.00 feet to a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" set on common west line of
said 168.605 acre tract and east line of a called 645.238 acre tract of land described as File No. F0030.00 in a deed to The Rudman Partnership, recorded in Volume
2844, Page 42 of said Real Property Records, for corner;
THENCE North 01 degrees 54 minutes 06 seconds East, along said common line
between said 168.605 acre tract and said 645.238 acre tract, a distance of 557.49 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" set for corner;
THENCE over and across said Tract 6, the following courses and distances:
South 88 degrees 05 minutes 54 seconds East, a distance of 440.28 feet
to a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" set for corner;
North 05 degrees 00 minutes 42 seconds East, a distance of 117.17 feet
to a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" set for corner;
North 88 degrees 05 minutes 54 seconds West, a distance of 53.63 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" set for corner;
North 01 degrees 54 minutes 06 seconds East, a distance of 52.00 feet to a 5/8-inch iron rod with cap marked 'PETITT-RPLS 4087" set for corner;
South 88 degrees 05 minutes 54 seconds East, a distance of 20.00 feet
to a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" set for corner;
North 01 degrees 54 minutes 06 seconds East, a distance of 134.55 feet
to a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" set for corner;
South 88 degrees 05 minutes 54 seconds East, a distance of 52.00 feet
to a 5/8-Inch iron rod with cap marked `PETiTT-RPLS 4087" set for corner;
South 01 degrees 54 minutes 06 seconds West, a distance of 20.00 feet
to a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" set for corner;
South 88 degrees 05 minutes 54 seconds East, a distance of 119.00 feet
to a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" set corner;
North 01 degrees 54 minutes 06 seconds East, a distance of 100.00 feet
to a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" set for corner;
North 02 degrees 26 minutes 25 seconds West, a distance of 68.05 feet
to a 5/8-inch iron rod with cap marked `FETITT-RPLS 4087" set for corner;
North 12 degrees 35 minutes 25 seconds West, a distance of 71.30 feet to a 5/8-inch "iron rod with cap marked "PETITT-RPLS 4087" set for corner;
North 22 degrees 59 minutes 25 seconds West, a distance of 71.17 feet to a 5/8-inch iron rod with cap marked `YETI TT-RPLS 4087" set for comer;
North 24 degrees 19 minutes 56 seconds West, a distance of 62.35 feet
to a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" set for corner;
North 20 degrees 17 minutes 08 seconds West, a distance of 180.00 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" set for corner;
North 24 degrees 41 minutes 41 seconds West, a distance of 137.85 feet
to a 5/8-inch iron rod with cap marked `PETiTT-RPLS 4087" set for corner;
South 75 degrees 23 minutes 25 seconds West, a distance of 53.74 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" set for corner;
North 14 degrees 36 minutes 35 seconds West, a distance of 52.00 feet
to a 5/8-inch iron rod with cap marked `PETiTT-RPLS 4087" set for corner;
North 75 degrees 23 minutes 25 seconds East, a distance of 20.00 feet
to a 5/8-Inch iron rod with cap marked "PETITT-RPLS 4087" set for corner
North 14 degrees 36 minutes 35 seconds West, a distance of 117.00 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" set for corner;
North 75 degrees 23 minutes 25 seconds East, a distance of 303.48 feet to a 5/8-inch iron rod with cap marked `PETiTT-RPLS 4087"" set for corner
South 23 degrees 54 minutes 40 seconds East, a distance of 181.33 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" set corner;
South 20 degrees 17 minutes 08 seconds East, a distance of 289.42 feet to a 5/8-inch iron rod with cap marked "PETiTT-RPLS 4087" set corner;
South 26 degrees 36 minutes 40 seconds East, a distance of 60.41 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" set corner;
South 21 degrees 30 minutes 43 seconds East, a distance of 60.41 feet
to a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" set corner;
South 16 degrees 24 minutes 46 seconds East, a distance of 87.65 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" set corner;
North 84 degrees 37 minutes 55 seconds West, a distance of 20.93 feet
to a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" set for corner;
South 10 degrees 11 minutes 20 seconds West, a distance of 118.55 feet to a 5/8-inch iron rod with cap marked `PETITT-RPLS 4087" set for the beginning of a
non -tangent curve to the right;
Easterly, along said non -tangent curve to the right which
has
a chord
that bears South 79
degrees
13 minutes 41 seconds East for 47.67
feet, a central angle of 01
degree 09 minutes 59 seconds and a radius of 2,342.00
feet,
for an arc distance of 47.68
feet to
a 5/8-inch iron rod with cap marked
`PETITT-RPLS 4087" set for
the end of said curve;
South 11 degrees 21 minutes 19 seconds West, a distance
of
52.00
feet to a 5/8-inch
iron rod
with cap marked `PETITT-RPLS 4087"
set for the beginning of a
non -tangent curve to the left;
Westerly, along said non -tangent curve to the left which
has a chord
that bears North 78
degrees
53 minutes 32 seconds West for 19.78
feet, a central angle of OO
degree 29 minutes 42 seconds and a radius of 2,290.00
feet,
for an
arc distance of 19.78
feet to
a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for
the end of said curve;
South
10
degrees
51
minutes
37
seconds
West,
a distance
of 117.00
feet
to
a 5/8-inch iron rod with cap marked
"PETM-RPLS
4087" set for corner;
South
78
degrees
54
minutes
29
seconds
East,
a :distance
of 16.75
feet
to
the POINT OF BEGINNING and containing
16.997 acres
of land, more or less.
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS:
THAT, CHS SAVANNAH OGLETHORPE, LLC„ A TEXAS LIMITED PARTNERSHIP, ACTING HEREIN BY AND THROUGH ITS DULY AUTHORIZED OFFICER, DOES
HEREBY ADOPT THIS PLAT DESIGNATING THE HEREINABOVE DESCRIBED PROPERTY AS OGLETHORPE VILLAGE AT SAVANNAH PHASE 8B, AN ADDITION TO
DENTON COUNTY, TEXAS, AND DOES HEREBY DEDICATE THE SURFACE ESTATE ONLY, NOT THE MINERAL ESTATE, TO DENTON COUNTY FRESH WATER
SUPPLY DISTRICT NO. 10 (THE DISTRICT), THE STREETS AND PUBLIC USE AREAS SHOWN HEREON, AND DOES HEREBY DEDICATE THE EASEMENTS SHOWN
HEREON FOR THE PURPOSES INDICATED TO THE EXCLUSIVE USE FOREVER OF DISTRICT 10, SAID DEDICATIONS BEING FREE AND CLEAR OF ALL LIENS
AND ENCUMBRANCES EXCEPT AS SHOWN HEREIN. NO BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS SHALL BE CONSTRUCTED OR
PLACED UPON, OVER OR ACROSS THE EASEMENTS ON SAID PLAT. AT THE DISCRETION OF THE DISTRICT AND SUBJECT TO ITS WRITTEN APPROVAL,
UTILITY EASEMENTS MAY ALSO BE USED FOR THE MUTUAL USE AND ACCOMMODATION OF ALL PUBLIC UTILITIES DESIRING TO USE THE SAME UNLESS
THE EASEMENT LIMITS THE USE TO A PARTICULAR UTILITY OR UTILITIES, SAID USE BY PUBLIC UTILITIES BEING SUBORDINATE TO THE DISTRICT USE
THEREOF. ANY PUBLIC UTILITY GIVEN THE RIGHT BY THE DISTRICT TO USE SAID EASEMENTS SHALL HAVE THE RIGHT TO REMOVE AND KEEP REMOVED
ALL OR PART OF ANY BUILDINGS, FENCES, TREES, SHRUBS OR OTHER IMPROVEMENTS OR GROWTHS WHICH IN ANY WAY ENDANGER OR INTERFERE NTH
THE CONSTRUCTION, MAINTENANCE, OR EFFICIENCY OF ITS RESPECTIVE SYSTEM ON ANY OF THESE EASEMENTS. ANY PUBLIC UTILITY SHALL AT ALL
TIMES HAVE THE RIGHT OF INGRESS AND EGRESS TO AND FROM AND UPON ANY SAID EASEMENTS FOR THE PURPOSE OF CONSTRUCTING,
RECONSTRUCTING, INSPECTING, PATROLLING, MAINTAINING AND ADDING TO OR REMOVING ALL OR PART OF ITS RESPECTIVE SYSTEM WITHOUT THE
NECESSITY AT ANY TiME PROCURING THE PERMISSION OF ANYONE. I DO HEREBY BIND MYSELF, MY SUCCESSORS AND ASSIGNS TO FOREVER WARRANT
AND DEFEND ALL AND SINGULAR THE ABOVE DESCRIBED STREETS, EASEMENTS AND RIGHTS UNTO THE DISTRICT AGAINST EVERY PERSON WHOMSOEVER
COMES LAWFULLY CLAIMING OR TO CLAIM THE SAME OR ANY PART THEREOF. THIS PROPERTY IS NOT LOCATED WITHIN THE EXTRATERRITORIAL
JURISDICTION OF ANY MUNICIPALITY. THIS PLAT APPROVED SUBJECT TO ALL THE PLATTING ORDINANCES, RULES AND REGULATIONS OF DENTON
COUNTY.
STATE OF TEXAS §
WITNESS MY HAND THIS DAY OF2013.
COUNTY OF DALLAS §
BY: CHS SAVANNAH, L.P.,
A DELAWARE LIMITED PARTNERSHIP BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR
iTS SOLE MEMBER THE STATE OF TEXAS, ON THiS DAY PERSONALLY APPEARED PHILLIP
HUFFINES, MANAGING DIRECTOR OF HC OPERATING GP, LLC, KNOWN TO ME TO
BY: HC OPERATING SAVANNAH, LLC„ BE THE PERSON AND OFFICER WHOSE NAME IS SUBSCRIBED TO THE
A TEXAS LIMITED PARTNERSHIP FOREGOING INSTRUMENT AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE
ITS GENERAL PARTNER SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED AND IN
THE CAPACITY THEREIN STATED.
BY: HC OPERATING, L.P„I'DA TEXAS LIMITED PARTNERSHIP GIVE MY HAND AND SEAL OF OFFICE, THIS DAY OF
NDR
ITS SOLE MEMBER __, 2013.
BY: HC OPERATING GP, LLC„ okw Aj'LL r�/JlhA
A TEXAS LIMITED PARTNERSHIP
ITS GENERAL PARTNER NOTARY P BLIC IN AND FOR THE STATE OF TEXAS.
MY COMMISSION EXPIRES: __.. c- Ik -T I I I-----
PHILLIP HUFFINES, MAII0GING DIRECTOR
Cti�r�nirialort 'rot
f8bruary 17, 2017
strt of "¢'
SURVEYORS CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
THAT I, ROBERT D. PETITT, JR., 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 PERSnAL SUPERVISION iN ACCORDANCE WITH THE "DENTON COUNTY SUBDIVISION RULES AND REGULATIONS."
OF
ROBERT D. PETITT, JR.`..................................
REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4087 ROBERT D. PETITT. JR.,
v .....4....� ...,
08
STATE OF TEXAS § �Fss3°o`
COUNTY OF DALLAS §
BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR THE
STATE OF TEXAS, ON THIS DAY PERSONALLY APPEARED ROBERT D. PETITT, JR.,
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
2013.
JESSICA LEE
Notary Public, State of Texas
My Commission Expires ?
N_OTA PUBLIC IN AND FOR THE STATE OF TEXAS. �+sF000, December 05, 2015 r
MY COMMISSION EXPIRES: y� '
U
7
FINAL PLAT
OGLE" HROEAT
S 11SE on
16.997 ACRES
74 RESIDENTIAL LOTS,, 1 NON --RESIDENTIAL LOT - 0.86 OA.CRES
DENTON COUNTY FRESH WATER SITUATED IN THE
SUPPLY DISTRICT NO. 10
CONTACT: CLAY E. CRAWFORD JOSE GONZA11K SURVEY, ABSTRACT NO. 447
19 BRIAR HOLLOW LANE, SUITE 245 DENTON COUNTY F" 1 4 SFI WATER SUPPLY DISTRICT NO. 10
HOUSTON, TEXAS 77027 DETWON COUNTY, TEXAS
PHONE (713) 621-3707
OWNER: CHS SAVANNAH, L.P.
A DELAWARE LIMITED PARTNERSHIP
ITS SOLE MEMBER PETITT BARRA20W
GENERAL PARTNER: HC OPERATING SAVANNAH, LLC N I1 `fl LAkk'1M CSURV'-EYING
GENERAL PARTNER: HC OPERATING GP, LLC
SOLE MEMBER: HC OPERATING, L.P.
CONTACT: PHILLIP W. HUFFINES,
MANAGING DIRECTOR 300 Municipal Drive TeJI. No. (214) 221-9955
8200 DOUGLAS AVE., SUITE 300 Fam No. 214
DALLAS, TEXAS 75225 Richardson, Texas 7508Ct ) 340-3550
PHONE (214) 750-1800 DATE: NOVEMBER 2012 SCALE: 1"=100'
JOB NO. 00032-83B
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