SD4426A::47 11 �i ___ � I--- _/ 5-2j 53
71,
- - CALLED C64) SAVANNAH PHASE 9A -7
MA U
*394.3"E r. . M V NNIAH PH SE 9A
^ CALLED 757.040
H4 UTTLE ELM, LP
DOC� NO. 2O1J-48Q5l R�P���DC�T
IR
IRF
Q65
IR -01 E ;- 0) ry i '1 4
'Co N88*05'54"W
Ir L28 L8 L 5'
Uo
��
41
234.99
601
IRF
TEXAS STATE PLANE
COORDINATES NORTH CENTRAL � �� - -- -~ ~ =�,��, R-5100'
ZONE 4202 (GRID) m �Ld o'
N 7,13U O3O81 E �45 "Q7�81 m | d � 1 ' "�» � / L=40.1=
�
' 50. MAGNOLIA BOULEVARD .
UN o�
CABINET T, PAGE 202 N87`07'1 1 w 61 BEARING REFERENCE LINE CABINET W, PAGE RL.R-D.C.
`�mo` ' ^~c»c*DOC/ '���-~'~'~'�/ <mo | 10~E
� (o - / Sr*n�
c ui mT <�o ' 'ARIETTA VILLAGE
�m i INSTRUMENT) AT SAVANNAH CRE L
u�7
<z
-'
BM#1 - SQUARE CUT ON BACK OF CURB LOCATED 14.4 FEET
NORTH OF LIGHTPOLE AT THE INTERSEC11ON OF MAGNOLIA
BOULEVARD AND ISABELLA LANE.
BM#2 - SQUARE CUT ON BACK OF CURB LOCATED AT THE U M
SOUTHWEST CURB RETURN AT THE INTERSECTION OF SWEETG
DRIVE AND CAUDLE LANE.
LINE TABLE
BEARING
TYPI_CAL LAD .DIMENSIONS
| �_j a- 0 / +�Fi �-�
°+| =+ / CAB. �p� LTD. ooc mu �m/-4/c�
o�J\
"az�� �`�9_53O F.F.R.[\CT n
z�
-
o
DOC�NO 200-1�y
Uj
z
d p.R,D.C.T.
<o
<
<
�<o | Y1l
<mu�
�
<wo
m
CURVE TABLE
DELTA
RADIUS
LENGTH,
TANGENT
CHORD
CHORD DIRECTION
CURVE
ml
LOT
STREEM
TYPICLAL PADJ MEN
mmmr
man ���510NS
UTILITY COMPANY APPROVAL
ELECTRIC & GAS COMPANY-
'- COSER\ DATE
TELEPHONE COMPANY:
AT&T DATE
NOTES-.
1. WATER SERVICE TO BE PROVIDED BYDEWTON COUNTY FRESH
WATER SUPPLY DISTRICT NO. 10. Graphic Scale in feet
LOT SF
2. U11UTYPR0VIDERS:
82 762O0
'
A)�L�OTR� /b�A��E�N�E� COSERV
^~ � 7701 SOUTHS7EWMONB
83 7620.0
CDRIwTH^TEXAS 75O05
84 7620.0
1-800-274-4014
85 7620'0
(2) TELEPHONE SERVICE: A«m/2301 R|DQEVIBMDR{yE
86 7620.8
pLANO` TEXAS 75025
87 7620.0
(972) 589-3084
88 8018'2
QUALITY65�. SANITARY SEWER TO'BE HANO�N
/
89 12991'7
DRAINAGE ND/OR EASEMENTS SHOWN ON THIS PLAT IS THE
gO 11751'0
NCE OF PAVING, =``"`���~^~A
4. THE MNNTENA
RESPONSIBILITY 0F~^`'~` COUNTY FRESH WATER SUPPLY DISTRICT NO. 10L APPROVAL OF THIS PLAT BYDENTON
91 6435.9
ACCEPTANCE 0F SAME FOR MAINTENANCE PURPOSES.
COUNTY DOES NOT CONSTITUTE ACPDSES '
92 6179'4
ALL SURFACE DRAINAGE EASEMENTS SHALL BE K- KEPT OF FENCES. BUILDINGS, FOUNDATIONS, PLAN TlN�� AND �7��R
93 6220'7
��
OBSTRUCTIONS TO THE OPER�O0NAND MAINTENANCE OF THE DRAINAGE FACILITY.
94 6262'0
OR (ONSTR^CONQIMPROVEMENTS |N SURFACE DRAINAGE EASEMENTS, AND FILLING OR
95 6303.3
6. BLOCKING THE
OBSTRUCTING THE FLO0DV04Y IS PROHIBITED.
96 63113
�l TDN C�UN7YLLN8TBE!RESPON8|BLE FOR ANY DAMAGE, PERSONAL INJURY OR LOSS OF LIFE OR PROPERTY
VN
97 6199'2
-~-
OCCASIONED BY FLOODING OR FLOODING CONDITIONS.
98 5951'5
99 7I32'5
S. THE EXISTING CREEKS uw uxmm CHANNELS TRAVERSING ALONG OR ACROSS THE ADDITION WILL REMAIN AS 0PBV
OWNERS OF THE LOT OR LOTS THAT ARE TRAVERSED
BYTHE lN0NDUALP
~~~ -~~ -- MAINTAINED'-�COURSES ALONG OR ACROSS THE LOTS.
A�E
THE DRAINAGE
100 7216.4
\3YORADJAC[�!| TO
I01 6314'9
ON �T COMPLETE WITHIN TWO YEARS OF THE (X]WWvSS|ONEe"BCOURT APPROVAL SHALL BE SUBJECT TO
CONSTRUCTION
102 6316.3
O -
' CURRENT COUNTY SUBDIVISION RULES AND REGULATIONS.
I03 6317'7
104 6319^0
1O~ NO APPROVAL FROM D[NTON COUNTY SHALL 8E ALLOYED WITHIN AN IDENTIFIED -FIRM- 65'A
A DETAILED FLO[DPLAIN DEVELOPMENT PERMIT INCLUDING ENGINEERING PLANS 66
xCONBTRUCOON�THOUTWRITTEN
FIODPUAIN AREA, AND THEWONLY AFTER
SHOWSTUDIES SHOW NO RISE In THE BASE r"~"" E^E`~'^~^- ) THAT NO FLOODING WILL RESULT,
105 63%8.4
AND
THAT OBSTRUCTION'- THE F WATER WH RESULT; AND SUBJECT TO ALL OWNERS OF THE
1U6 63��8
'
° '� �00iNQ A PARTY WHERE :umS/xuC''vm /S
PROPERTY AFFECTED By SUCH D���uu|»m -
E-Ev*/|umu SHALLBE4 MINIMUM DFTWO FOOT ABOVE THE 100-YEAR FLOOD
187 6323.2
PERMITTED, ALL FINISHED FLOOR
108 6324.6
ELEVATION.
189 7482'5
11` ALL UTILITIES AND DRAINAGE STRUCTURES ARE LOCATED IN THE RIGHT-OF-V0AYEXCEPT AS SHOWN.
110 8926'3
12. ALL UTILITY EASEMENTS AND RIGHTS -OF -WAY SHOWN HEREON ARE HEREBY DEDICATED BY THIS PLAT FOR THE EXCLUSIVE
11l 7315.2
USE OF DENWATER SUPPLY DISTRICT NO. )DUNLESS OTHERWISE NOTED,
112 6265'4
13 THE SUBJECT PROPERTY IS DEPICTED WITHIN ZONE °X" (UNSHADED) ON THE FLOOD INSURANCE RATE MAP. NO.
' AS "AREAS DETERMINED TO BE OUTS/DE
113 6461'7
48121OD410Q, DATED ApR\L 18,2011. ZONE X (UNSHADED) IS DEFINED THEREON
114 6582.2
THE O.2%ANNUAL CHANCE FLDODpLA|N`° _
11� 65�2'8
116 7692.�
14` LOT CORNERS ARE ON RODS �A� MARKED °�E�T7-RPLB4OS7 SET OR AN ~%. CUT SET IN CONCRETE,
v
WALL OR SCREENING FENCE HAS BEEN PLACED AT LOT �uuwEx`
UNLEBS OTHERWISE ""'E�`"E'A RETAINING
S
FEET FROM THE REAR LOT CORNER ALONG THE SIDE LOTLINE.118
117 8384.7
A 5/8-}NCH IRON ROD MAYBE . .~ETFlVE
10036'0
15LOTS ENDING WITH AN "X" ARE NON-RESIDENTIAL LOTS. MAINTENANCE OF°X" LOTS SHALL NOT BETHE RESPONSIBILITY
l1g 8839'8
^ OF DENTON COUNTY FRESH WATER SUPPLY DISTRICT #10,
lZO 7931'6
16' DENTON MAINTENANCECOUNTY SHALL NOT BE RESPONSIBLE FOR OF PRIVATE STREETS, EMERGENCY ACCESS
THE OWNERS SHALL BE RESPONSIBLE FOR 'THE MAINTENANCE
121 7170'6
7318.1
EASEMENTS, RECmE*'`on AREAS AND ="^` SPACES; AND
EASEMENTS,RECREATION AREAS AND OPEN SPACES,AND SAID
STREETS, DRIVES, EMERGENCYACCESSO�T�---N-' RECREATION
DAMAGES �LOSSES ARISING
1Z3 7496'0
ALL CLAIMS,
OWNERS *ux�� /v /wuonm/r` ^nu n '"""°~�~~ O8UQA�on� vr SAID OWNERS SET FORTH IN THIS PARAGRAPH.
|n�
oUTOF�O� RESULTING FROM PE�P���AN�� ur
124 7505'0
THE AND RECITED HEREON ARE REFERENCED TO THE MONUMENTEn NORTH LINE OF MA�ETTA VILLAGE |
�
1I5 98261
17
' DOCUMENT 2OD� 1S8 PLAT OF COUNTY. TEXAS (N�7?�'11"0A.
AT SAVANNAH PHASE Q, - ' ` .
�
IRS
IRS
NATHANAEL
to A
COURT
wt
FINAL PLAT,
rij-
SAVANNAH PHASE f91
DENTON COUNTY FRESH \W4JT]R
19~934 ACRES
28
18
20
21
22
23
24
25
26
27
28
29
30
31
32
1X
1
2
3
4
S
6
7
8
9
10
11
12
13
14
25
16
17
18
19
20
21
22
B
D<
7808.0
7560.0
7560.0
7674.6
7896.2
7768.9
7869.7
7887.7
7837.2
771].7 ~
7548.8
7546,2
79947 _
93743
9360.2
784437 �
8415.2
7613.0
7605.9
7605.7
7606.0
7685.3
7605.1
7272.7
7200.0
7200.0
7800.0
G6]O.]
6000.0
6000.0
6000.0 -
6163.2
6353.2
6353.2
6353.2
G353.2
63S3.2
6927,9
7873,9
3774.1 �
LOTS
DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 10 1
DENTON COUNTY, TEXAS
ENGINEERING PLANNING SURVEYING 0)
qz
1651 Glenville Drive, Suite 208
Fox No. (214) 340-3550 CD
Richardson, Texas 750S1 0
JOB NO. 00032-9B
SITUATED IN THE
31HIC. Ur 1t1if�J
COUNTY OF DENTON
WHEREAS, CHS Savannah, L.P., is the owner of a tract of land situated in the JOSE GONZALEZ SURVEY,
ABSTRACT NO. 447, in Denton County„ Texas, said tract being all that certain tract of land described as
Lot 5R, Marietta Village I at Savannah Phase 9, recorded in Cabinet Y, Pages 629-630, Real Property
Records, Denton County, Texas (RPRDCT), and being a portion of a called 168.605 acre tract of land
described as Tract 6 in deed to CHS Savannah, L.P., recorded as Document No. 200-40724, of said
Real Property Records, and being more particularly described as follows:
BEGINNING at a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for the southwest corner
of said Lot 5R, said iron rod also being located on the east line of a tract of land described in deed to
H4 Little Elm, LP, recorded in Document No. 201-48961, RPRDCT and the northwest corner of Navo
Substation Addition, an addition to Denton County, according to the plat thereof recorded in Cabinet T,
Page 202, RPRDCT;
THENCE North 01 degree 54 minutes 06 seconds East, with the common line between said H4 Little Elm,
LP tract and said Lot 5R, passing at a distance of 396.38 feet a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" found for the northwest corner of said Lot 5R, continuing along the common line
between said 168.605 acre tract and said H4 Little Elm, LP tract, for a total distance of 582.05 feet to {
a 5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for corner, said iron rod being located
at the most westerly southwest corner of Marietta Village at Savannah Phase 9A, recorded in Document
No. 2013-368, RPRDCT;
THENCE with the southerly line of said Marietta Village at Savannah Phase 9A, the following:
South 88 degrees 05 minutes 54 seconds East, a distance of 127.00 feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" found 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" found 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" found for corner;
North 01 degrees 54 minutes 06 seconds East, a distance of 19.49 feet to a 5/8-inch iron rod with
cap marked "PETITT-RPLS 4087" found for corner;
South 88 degrees 05 minutes 54 seconds East, a distance of 305.00 feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" found for corner;
South 86 degrees 20 minutes 48 seconds East, a distance of 48.95 feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" found for corner;
South 83 degrees 38 minutes 43 seconds East, a distance of 48.95 feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" found for corner;
South 80 degrees 55 minutes 10 seconds East, a distance of 48.95 feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" found for corner;
South 77 degrees 55 minutes 15 seconds East, a distance of 58.74 feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" found for corner;
South 74 degrees 38 minutes 59 seconds East, a distance of 58.74 feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" found for corner;
South 71 degrees 22 minutes 42 seconds East, a distance of 58.74 feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" found for corner;
South 68 degrees 07 minutes 53 seconds East, a distance of 191.53 feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" found for corner;
South 72 degrees 48 minutes 44 seconds East, a distance of 66.18 feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" found for corner;
South 83 degrees 22 minutes 59 seconds East, a distance of 84.86 feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" found for corner;
South 06 degrees 28 minutes 42 seconds West, a distance of 20.00 feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" found for corner;
South 83 degrees 31 minutes 18 seconds East, a distance. of 52.00 feet to a 5/8-'Inch iron rod
with cap marked "PETITT-RPLS 4087" found for corner;
North 06 degrees 28 minutes 42 seconds East, a distance of 145.38 feet to a 5/8-inch iron rod
with cap marked "PETITT--RPLS 4087" found for corner;
And South 84 degrees 09 minutes 58 seconds East, a distance of 320.09 feet to a 5/8--inch iron
rod with cap marked "PETITT-RPLS 4087" found for corner, said iron rod being located on the north
and of a corner clip located on the westerly right-of-way line of Magnolia Boulevard (variable width
right-of-way) as recorded in Cabinet W, Page 309, RPRDCT;
THENCE South 38 degrees 43 minutes 39 seconds East, with said corner clip and said westerly
right-of-way line of Magnolia Boulevard, a distance of 12.63 feet to a 5/8-inch iron rod with cap
marked "PETITT--RPLS 4087" found for corner, said iron rod being the beginning of a non --tangent curve
to the right;
SURVEYORS CERTIFICATE
KNOW ALL MEN BY THESE PRESENTS:
a � � + i • i i r � � a a � • ! • • r
i
r ♦ i a a r r i+ r • + ♦ , r
r � r i r a i i i + ■ i ! i 1► i a 1 r i 1 � r M 1
• a I/ + a S 7
JIMMIE D. •
REGISTERED
•. PROFESSIONAL
rOa a.. SURVEYOR NO.5184
STATE OF TEXAS
T
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
2015.
NOT Y PUBLIC IN AND " FOR THE STATE OF TEXAS. `, ;;,<' D e c e r'nbe 0':5, zc i u °
MY COMMISSION EXPIRES: .0 got
THENCE continuing with said westerly line of Magnolia Boulevard the following:
Southwesterly, along said non -tangent curve to the right which has a chord that bears South
08 degrees 24 minutes 47 seconds West for 106.44 feet, a central angle of 03 degree 06
minutes 43 seconds and a radius of 1,960.00 feet, for an are distance of 106.45 feet to a
5/8-inch iron rod with cap marked "PETITT-RPLS 4087" found for the beginning of a tangent
compound curve to the right;
Southwesterly, along said compound curve to the right which has a chord that bears South 15
degrees 54 minutes 33 seconds West for 39.33 feet, a central angle of 11 degree 52 minutes
49 seconds and a radius of 190.00 feet, for an arc distance of 39.40 feet to a 5/8-inch iron
rod with cap marked "PETITT-RPLS 4087" found for the beginning of a tangent reverse curve to
the left;
Southwesterly, along said reverse curve to the left which has a chord that bears South 17
degrees 00 minutes 00 seconds West for 35.50 feet, a central angle of 09 degree 41 minutes
54 seconds and a radius of 210.00 feet, for an arc distance of 35.55 feet to a 5/8-inch iron
rod with cap marked "PETITT-RPLS 4087" found for the beginning of a tangent reverse curve to
the right;
Southwesterly, along said reverse curve to the right which has a chord that bears South 12
degrees 45 minutes 00 seconds West for 40.86 feet, a central angle of 01 degree 11 minutes
55 seconds and a radius of 1,953.00 feet, for an arc distance of 40.86 feet to a 5/8-inch iron
rod with cap marked °'PETITT-RPLS 4087" found for corner;
South 54 degrees 37 minutes 49 seconds West, a distance of 15.06 feet to a 5/8-inch iron
rod with cap marked "PETITT-RPLS 4087" found for corner, and the beginning of a non -tangent
curve to the right;
Northwesterly, along said non -tangent curve to the right which has a chord that bears North 86
degrees 12 minutes 51 seconds West for 8.99 feet, a central angle of 01 degree 52 minutes 26
seconds and a radius of 275.00 feet, for an arc distance of 8.99 feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" found for corner;
North 87 degrees 07 minutes 11 seconds West, a distance of 26.58 feet to a 5/8-inch iron rod
with cap marked "PETITT--RPLS 4087" found for corner;
South 02 degrees 52 minutes 50 seconds West, a distance of 50.00 feet to a 5/8-inch iron
rod with cap marked "PETITT-RPLS 4087" found for corner;
South 87 degrees 07 minutes 11 seconds East, a distance of 17.33 feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" found for corner;
South 35 degrees 54 minutes 02 seconds East, a distance of 12.53 feet to a 5/8-inch iron rod
with cap marked "PETITT--RPLS 4087" found for corner, and the beginning of a non -tangent
curve to the right;
Southwesterly, along said non -tangent curve to the right which has a chord that bears South 17
degrees 14 minutes 06 seconds West for 120.08 feet, a central angle of 03 degrees 32 minutes
17 seconds and a radius of 1,945.00 feet, for an arc distance of 120.10 feet to a 5/8-inch
iron rod with cap marked "PETITT-RPLS 4087" found for corner;
THENCE with the north and west line of Lot 6, said Marietta Village I at Savannah Phase 9, the
following:
North 87 degrees 07 minutes 10 seconds West, a distance of 159.07 feet to a 5/8-inch iron
rod with cap marked "PETITT-RPLS 4087" set for corner, and the beginning of a tangent curve
to the left;
Northwesterly, along said tangent curve to the left which has a chord that bears North 87
degrees 20 minutes 59 seconds West for 16.00 feet, a central angle of 00 degrees 27 minutes
37 seconds and a radius of 1,992.00 feet, for an arc distance of 16.00 feet to a 5/8-inch iron
rod with cap marked "PETITT-RPLS 4087" set for corner;
South 21 degrees 31 minutes 14 seconds West, a distance of 138.47 feet to a 5/8-inch iron
rod with cap marked "PETITT--RPLS 4087" set for corner;
South 74 degrees 20 minutes 04 seconds West, a distance of 9.00 feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" set for corner, and the beginning of a non -tangent curve
to the right;
Southwesterly, along said non -tangent curve to the right which has a chord that bears South
06 degrees 54 minutes 11 seconds West for 39.15 feet, a central angle of 45 degrees 08
minutes 12 seconds and a radius of 51.00 feet, for an arc distance of 40.18 feet to a
5/8-inch iron rod with cap marked "PET€TT-RPLS 4087" set for corner;
South 60 degrees 31 minutes 43 seconds East, a distance of 9.00 feet to a 5/8-inch iron rod
with cap marked "PETITT-RPLS 4087" set for corner;
South 13 degrees 46 minutes 58 seconds East, a distance of 129.11 feet to a 5/8-inch iron
rod with cap marked "PET€TT- RPLS 4087" set for corner on the north line of Marietta Village 1
at Savannah Phase 9, recorded in Document No. 2009-169, RPRDCT;
THENCE North 87 degrees 07 minutes 11 seconds West, with said north line of Marietta Village I at
Savannah Phase 9, a distance of 615.73 feet to a 5/8-inch iron rod with cap marked
"PETITT-RPLS 4087" set for corner;
THENCE North 02 degrees 50 minutes 55 seconds East, a distance of 150.94 feet to a 5/8-inch
iron rod with cap marked "PETITT-RPLS 4087" set for corner;
THENCE North 87 degrees 09 minutes 05 seconds West, a distance of 621.93 feet to the POINT OF
BEGINNING and containing 19.934 acres of land.
CERTIFICATION AND DEDICATION
NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS.
THAT, CHS SAVANNAH, L.P., A DELAWARE LIMITED PARTNERSHIP, ACTING HEREIN BY AND
THROUGH ITS DULY AUTHORIZED OFFICER, DOES HEREBY ADOPT THIS PLAT DESIGNATING
THE HEREINABOVE DESCRIBED PROPERTY AS MARIETTA VILLAGE AT SAVANNAH PHASE 915,
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 IT'S 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 WITH 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.
WITNESS MY HAND THIS ft DAY OF , 2015.
BY: CHS SAVANNAH, L.P.,
A DELAWARE LIMITED PARTNERSHIP
ITS SOLE MEMBER
BY: HC OPERATING SAVANNAH, LLC,
ITS GENERAL PARTNER
BY: HC OPERATING, L.P.,
ITS SOLE MEMBER
BY: HC OPERATING GP; LLC,
ITS GENERAL PARTNER
K
BY:
PHILLIP HUFFMrs, MANA NG__4 MERTOR
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.
GIVEN DER MY HAND AND SEAL OF OFFICE, THIS --- DAY OF
2015. '
NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS.
MY COMMISSION EXPIRES; LI
ROXANNE CABRERA
My Commission Expires
February 17, EQ17
REVI WED ON � tI I 2015.
DENTON ' COUNTY FRESH WATER SUPPLY DISK€C N}10i
REVIEWED NtIPPROVED ON
E
COUNTY JUDGE, DENTONr - NTY, TEXAS
. x
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, LP.
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 Soo
DALLAS, TEXAS 75225
PHONE:
(214) 750-180A
19.934 ACRES
32 RESIDENTIAL LOTS - 3 NON-RESIDENTIAL LOTS
SITUATED IN THE
JJOSE GONZALEZ SURVEY, ABSTRACT NO. 447
DENTON COUNTY FRESH WATER SUPPLY DISTRICT NO. 1
DENTON COUNTY, TEXAS
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ENGINEERING PLANNING SURVEYING ry
TBPE FIRM REGISTRATION NO. 14-88 '' ' # f T1 AI ,CIF
TBPLS FIRM REGISTRATION NO. 101068 ,i 15-
1651 Glenville Drive, Suite 208 Tel. No. (214) 221-9955Yfc
Richardson, Texas 75081 Fax Na. (214) 340--3550
DATE: JANUARY 2015 1254,366
JOB NO. 00032-9B
EMI