SJ1341ANOTES
CURVE--- CENTRAL ANGLE 'RADIUS � CHORD BEARIN�L�HORD LENGTH ARC LENGTH 1. THE CITY OF FORT WORTH HAS AN -ORDINMCE IMPLEMENTING THE ASSESS I MENT AND COLLECTION
j e - OF WATER AND WASTEWATER IMPACT FEES, 'THE TOTAL AMOUNT ASSESSED IS ESTABLISHED ON
C2 5118*09" 175.00' S01*58'14"E 16.19' 16.20' E:2313217.5'95'5 -,YA � �\ C�;
C1 1 *37'21 125.00' NOO-07'50-W 3.54' 3�54' A= e46'30` N.7047957. THE 'FILING DATE OF THIS PLAT APPLICATION, BASED UPON SCHEDULE I OF THE CURRENT IMPACT <
I WATER & SEWER :,R= 755.00" FEE ORDINANCE. THE AMOUNT TO BE COLLECTED IS DETERMINED UNDER SCHEDULE It OF SAID Ir-
C3 1 8*27'W 500.00' N08*33-06"W 160. 1,61.14' FACILITY EASEMENT CB= S39*14*31"E ORDINANCE, AND BECOMES EFFECTIVE I)IN'fuE DATE A -BUILDING PERMIT IS ISSUED, OR THE
CT C4 90*00,00" 50.00* N2rl2'56-E 70.71' 78.54' C.C.# 2017-6977 CONNECTION DATE TO THE MUNICIPA-i AND/OR WASTEWATER SYSTEM. LL'
CS 9*2334" 225.00' N67*31`09"17 - ---- -- 36.84' 36.89' R.P.R-R.D.C.T CL= '62.90
SENDERA C6 18*27*54" 150.00, N81 *26'54"t 4a.34'
ER,,iOOA- L= 62.92F 2� ANY PUBLIC FRANCHISED UTILITY, 7.,< CITY OF FORT WORTH, SHALL HAVE THE RIGHT
-RANCH EAST , �z o C,� Lkc f ANY 3UILDING, FENCE� TREE, SHRUB, OTHEP
,A**' PROPERTY ANCE
TNT 01 TO MOVE AND KEEP MOVED ALL OR :PAk
PHASE 10 FACT 1-1 TY C7 6*3 1 1-31 225.0 N7W28'42 25.61' 25�:62'
I GROWTH OR IMPROVEMENT WHICH W1 ANY 17,NDANGERS OR INTERFERES WITH THE <
SENDERA < =
SENDERA C8 4�59'42" 225�w N74�4247" 19.61' 19.62' CONSTRUCTION, MAINTENANCE, OR tMCIEN(--Y OF ITS RESPECTIVE SYSTEMS ON ANY OF THE
RANCH EAST C31
�AST I CS 28'50*24" 730.00' N27'1,2*34"W 363.58' 1 367.45' EASEMENTS SHOWN ON THE PLAT; X-AD THEY SHALL HAVE THE RIGHT AT ALL TIMES TO INGRESS
/-RANCH E531 PHASE 8,
PHASE 9 AND EGRESS UPON SAID EASEMENTS 70IR THE ?URPOSE OF CONSTRUCTION, RECONSTRUCTIOK, CL
0 SECTION 2 �C 1 0�1 2 �4� _545 �5" 50.00$ NO9-,1--- INSPECTION, PATROLLING, MAINTAINW-�, AND ArDING TO OR REMOVING ALL OR PART OF ITS
M
SENDERA -TY AT ANY TIME OF PROCURING THE PERMISSION OF
RESPECTIVE SYSTEMS WITHOUT THE. 1*`ECMt
ANYONE.
RANCH EAST
PHASE 8, TRACT 1 10 3. A SITE DRAINAGE STUDY, SHOWING ��-ONFORMANCE WITH THE APPROVED ROADWAY DRAINAGE PLAN
D SECTION I INTERMODAL PKWY, 670.402 ACRES 25 1 MAY BE REQUIRED BEFORE ANY BUILDING PERMIT IS ISSUED ON THIS SITE. (A GRADING PLAN IN <
MUH LENNAR HOMES OF TEXAS LAND SOME INSTANCES MAY BE ADEQUATE�) IF THE SITE DOES NOT CONFORM, THEN A DRAINAGE STUDY LU
AND CONSTRUCTION, LTD. MAY BE REQUIRED. ALONG WITH A CFA FOR ANY NECESSARY DRAINAGE IMPROVEMENTS. THE
SEND'ERA RANCHO CANYON WAY CURRENT OWNER SHALL SUBMIT A LETTER TO THE DEPARTMENT OF TRANSPORTATION AND PUBLIC
WORKS DIRECTOR STATING AWARENESS THAT A SITE DRAINAGE STUDY WILL BE REQUIRED BEFORE
C.C.# 2008-18108 N
RANCH EAST DIAMONDBACK LN. R.P.R.D.C.T. ANY PERMIT IS ISSUED. THE CURRENT OWNER WILL INFORM EACH BUYER OF THE SAME�
PHASE Vii
SECTION >! 26 4. NO CONSTRUCTION SHALL BE ALLOWED WITHIN THE FLOODPLAIN EASEMENT WITHOUT THE WRITTEN
_j z
M .. 0 1 APPROVAL OF THE OIRECTOR OF TRANSPORTATION AND PUBLIC WORKS. IN ORDER TO SECURE
6 z APPROVAL, DETAILED -,ENGINEERING PLANS AND/OR STUDIES FOR THE IMPROVEMENTS�
1z M TRACT 1
-SAnSFACTORY TO T14E DIRECTOR, WILL BE PREPARED AND SUBMITTED BY THE PARTY(IES) WISH <
co 0 - I 0� ING
ok,
�670.402 ACRES 'TO CONSTRUCT, WITHIN 'THE FLOODPLAN. WHERE CONSTRUCTION 'IS PERMITTED, ALL FINISHED
FLOOR ELEVATIONS SHALL BE A MINIMUM OF TWO (2) FEET ABOVE THE FLOODPLAIN BASE FLOOD
<I -17 y% LENNAR HOMES OF TEXAS LAND
27 - ELEVATION RESULTING FROM ULTIMATE DEVELOPMENT OF THE WATERSHED,
CONSTRUCTION, LTD.
06 AND,
STP ot I
z i PKW�lr C.C.# � 2008-18108 S. THE EXISTING CREEK, STREAM, 'RIVER, OR DRAINAGE CHANNEL TRAVERSING ALONG OR ACROSS
Lu
r R.P.R.D.C.T. PORTIONS OF THIS ADDITION, W11 1, REMAIN- UNOBSTRUCTED AT ALL TIMES AND WILL BE MAINTAINED
1 15 'BY THE -INDIVIDUAL LOT OWNERS WHOSE LOTS'ARE TRAVERSED'BY, OR ADJACENT TO, THE
AWnIOnAf DRAINAGEWAYS. THE CITY OF FORT WORTH -WILL NOT 'BE RESPONSIBLE FOR THE MAINTENANCE,
E HASI ET RD
EROSION CONTROL, AND / OR OPEfLATION,OF SAID DRAINAGEWAYS. PROPERTY OWNERS S14ALL
14 KEEP THE ADJACENT DRAINAGEWAY$ TRAVERSING THEIR PROPERTY CLEAN AND FREE OF DEBRIS,
29,
SILT OR OTHER 'SUBSTANCES WHICH WOULD RESULT IN UNSANITARY CONDITIONS, AND THE CITY
SHALL HAVE THE RIGHT OF ENTRY FOR THE PURPOSE OF INSPECTING THE MAINTER CE WORK BY
AN W:lt
AIN LL STORM WATER
0 7 THE PROPERTY OWNERS. THE DRAINAGEWAYS ARE OCCASIONA Y SUBJECT TO
'VICINITY MAP -0 -A. OVERFLOW AND / OR BANK EROSION THAT CANNOT BE DEFINED. THE CITY OF FORT WORTH
12
0. SHALL NOT BE LIABLE FOR ANY DAMAGES RESULTING FROM THE OCCURRENCE OF THOSE
NOT TO SCALE
PHENOMENA, NOR THE FAJLURE OF ANY STRUCTURE($) WITHIN THE DRAINAGEWAYS. THE
po 29 DRAINAGEWAY CROSSING EACH LOT IS CONTAINED WITHIN THE FLOOD -PLAIN EASEMENT LINE AS
SHOWN ON THE PLAT.
N:7047626.48 10 -jgIwA-
E:2312394 51 ti 619 6. NO BUILDING PERMITS SHALL BE ISSUED FOR ANY LOT IN THIS SUBDIVISION UNTIL AN
0 W1
yp., JA5. 6 1 APPROPRIATE CFA OR OTHER ACCEPTABLE PROVISIONS ARE MADE FOR THE CONSTRUCTION OF ANY
4_; 17 APPLICABLE WATER, SEWER, STORM DRAIN, STREET LIGHTS, SIDEWALKS OR PAVING IMPROVEMENTS,
4E
Ln
AND APPROVAL IS FIRST OBTAINED FROM -THE CITY OF FORT WORTH.
op
ix
%� , t 16 7. SIDEWALKS ARE REQUIRED ADJACENT TO BOTH SIDES OF ALL PUBLIC AND PRIVATE STREETS, IN
PWATE ON . I I;\ CONFORMANCE WITH THE SIDEWALK POLICY PER CITY DEVELOPMENT DESIGN STANDARDS.
6,5,
HOA/DEVELOPER OWNED is tArr 8. NO PERMANENT BUILDINGS OR STRUCTURES SHALL BE CONSTRUCTED OVER ANY EXISTING OR -
AND MAINTAINED -0 0 n.4, 19 PLATTED WATER, SANITARY SEWER, DRAINAGE, GAS, ELECTRIC, CABLE OR OTHER UTILITY%, ? Y
-1 4 0. A
OPEN SPACE 14 06 A , \ I
0. *0 EASEMENT OF ANY TYPE.
VIR of 2.0" ACRES 0 A
.4
0- 31
is
to 9. ALL CORNERS ARE 5/8 INCH IRON RODS WITH PLASTI
C CAPS STAMPED -JACOBS"
OTHERWISE NOTED.
12 -170
0 tA_ 10. PARKWAY IMPROVEMENTS SUCH AS 'CURB AND GUTTER, PAVEMENT TIE-IN, DRIVE Ar�-ROA(,-:�_
0
AA5-0
1515- 1� SIDEWALKS AND DRAINAGE INLETS MAY BE REQUIRED AT TIME OF BUILDING PERWT-_',�3SUAK;i�
top A PARKWAY PERMIT.
10 0 2 PIS o 32
1p, '06 .. i \ \
0,\ 0 55. $ 7�__-A __1 0 11. DIRECT ACCESS FROM SINGLE/DUPLEX RESIDENTIAL DRIVES ONTO ARTERIALS IS PROHIBITED.
.6 tr t 15. _-1, \ 0 0\ 25X50' WATER,
. 1� 3 A2!serE 0
TRACT 1 19 'S - . 1p"s 0.1\ tk rr SEWER & DRAINAGE 12. PRIVATE PRESSURE -REDUCING VALVES WILL BE REQUIRED; WATER PRESSURE EXCEEDS 80 P.S.I.
670.402 ACRES *0 Vl lk ?.0'0' A t_:� S % FACILITY EASEMENT
'60. *1- * 4 JA6
LENNAR HOMES OF TEXAS LAND C.C.# 2015-140425 13. THE CITY OF FORT WORTH HAS AN ORDINANCE IMPLEMENTING THE ASSESSMENT AND COLLECTION
*0
OF TRANSPORTATION IMPACT FEES. -THE TOTAL AMOUNT ASSESSED IS ESTABLISHED ON THE
60 30 0 60 3 R.P.R.D.C.T. APPROVAL DATE OF THIS PLATAPPLICATION, BASED UPON SCHEDULE 1 OF THE IMPACT FEE
AND CONSTRUCTION, 'LTD. 33 C.C.#, D215274045
I C.C.# 2008-18108 *0 6 9�� O.P.R.T.C.T ORDINANCE IN EFFECT AS OF THE DATE OF THE PLAT. THE AMOUNT TO BE COLLECTED IS
660. jp1% I
lr� 6 DETERMINED UNDER SCHEDULE 2 Of SAID ORDINANCE, AND IS DUE ON THE DATE A BUILDING
R.P.R.D.C.T. 0 _-j
0 . PERMIT IS ISSUED.
Cz
SCALE IN FEET 11 *0 0
7 Cp_ 14. BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATES, NORTH CENTRAL ZONE, NAD83
1 60' *0 (CORS96, EPOCH DATE 2002). DETERMINED BY GPS OBSERVATIONS BETWEEN JULIAN DAY 253,
%\ 2004 AND JULIAN DAY 259, 2004, CALCULATED FROM DALLAS CORS ARP (PID-DF8984) AND
0\, a *1 34
S. \ . Is
7
It S.- 0 ARLINGTON RRP2 CORS ARP (PID-DF5387). COORDINATE VALUES SHOWN ARE GRID.
ULTIMATE 7_00 -N6�
C5 o 9
�pj 0 t�j-rA2
� 2: 95et 11 15. THE CITY OF FORT WORTH SHALL HOT BE HELD RESPONSIBLE FOR THE CONSTRUCTION,
va\_ " 0 POINT OF
- vos)
?
OW AAO' MAINTENANCE OR OPERATION OF ANY,LOTS CONTAINING PRIVATE COMMON AREAS OR FACILITIES
T5. 319!_"' BEGINN41NIOU IDENTIFIED AS SUCH ON THIS PLA 'SAID LOTS AND FACILITIES SHALL INCLUDE -BUT ARE NOT
Nt
(L
0
0)
0
C*4
X
�2
0-
z
0-
CL
LINE
BEARING
DISTANCE
Ll
N 1 2*47'22"W
1.60'
L2
S72' 1 2'56"W
63.34'
L3
S72*12'56�W
'13.98,
L4
N89* 1 9'09"W
501001
L5
N22-47'36'W
14.97'
L6
I NI 1*51'25"W
47.93'
L7
I N 11 *3624"W
46.18'
Ls
N09*34'45"W
52.83'
L9
NOI*4525"E
46.74 ,
L10
N 10*01'1 7"W
47.94'
Ll 1
N 1 0*03'47"W
53.28'
L12
N1 1*1 6'07"W
50.61'
L13
N04�04'04*W
49.06'
L14
N01*42'119't
47.21'
L15
N32*16*57 W W
33.72'
Ll 6
N 1 r29'25"W
61.96'
L17
N35*33'03"W
21.74'
L18
S35*00'22"E
56.12'
L19
S31 *I 8'35"E
56.12'
L20
S27*36'48"E
56.12'
L21
S2YS5'00"E
56.12'
L22
S20` 13'1 3"E
56.12'
L23
S 16*31 *25"E
56.12'
L24
S13*17'52't
53.12
L25
N71r44'28"E
9.87'
L26
N77*12 ; WE
35.87'
L27
S45*40'51 *W
14.14'
L28
S54�55*09"E
26.27'
L29
S1 6*36'1 3"W
13.84*
L30
S32! I 2'38"W
14.14'
L31
N60*41'59"W
13.87'
L32
N27*12'56"E
14.14'
L33
S70-57'28'E
13.84;
L34
N44!'19'09"W
14.14
L35
N89*19'09"W
32.41'
L3 6
N33*06'49"E
15.06'
L37
S57*47'22"E
14.14'
L38
N45*40'51 "E
14.14'
L39
S44!19'09"E
14.14
L40
S19*53'43"E
121.09'
L41
S03*37'33"E
36.01'
0 0 7'D tz, � - . !�5 S __ I
FLOODPLAIN W(A LIMITED TO: PRIVATE STREETS, EMERGENCY ACCESS EASEMENTS, AND GATED PRIVATE ENTRANCES,
1-0. 1; V-4 (fit 0 35
41- 'c-' �� RECREATION, LANDSCAPE, AND OPEN SPACE AREAS; WATER AND WASTEWATER DISTRIBUTION,
DEVELOPMENT PERMIT
COLLECTION, AND TREATMENT FACILITIES. AND CLUBHOUSE, RECREATION BUILDINGS AND OUTDOOR
NO. FP-15-049 00 i'l 3 17 *p
Ali 0 FACILITES.
Uk
9" % 2
1 is A6 THE LANDOWNERS AND SUBSEQUENT OWNERS OF 'THE LOTS AND PARCELS IN THIS SUBDIVISION,
01� VIs
\5 ACTING JOINTLY AND SEVERALLY AS A LAND OWNERS ASSOCIATION, SHALL BE RESPONSIBLE FOR
FLOODPL6 0 IL SUCH CONSTRUCTION, RECONSTRUCTION, MAINTENANCE AND OPERATION OF THE SUBDIVISION'S
515 -001� 0. 1p", PRIVATE COMMON AREAS AND FACILITIES, AND SHALL AGREE TO IDEMNIFY AND HOLD HARMLESS
EASEMENT 141 5 ta 36 THE CITY OF FORT WORTH, 'TEXAS, FROM ALL CLAIMS, DAMAGES AND LOSSES ARISING OUT OF, OR
14 RESULTING FROM THE PERFORMANCE OF THE OBLIGATIONS OF SAID OWNERS ASSOCIATION, AS SET
12.5 o� 150.
25X
13 1515 515 5. 5O--WXfEk FORTH HEREIN.
1515. 5. -SEWER
615 55 & DRAIN�GE
i FACILITY EASEMENT
12 150- 155. C.C.# 015-140424
7- *. (9)
4
a- !A ,% R.P.R.D.C.T - LQI 1ABULATlQbI
"PIS -A� C 44
615 - 1615- -4 "e" C.# D2152740
MFFE = 770.00 O.P.R.T.C.T.__-
10 2 BLOCK 82 12 LOTS
N89*19'09*W
I BLOCK 83 19 LOTS
tr x
122.06' -rr_ I * 0 . 0 SKq01P.___Aqj� )
'515 3 (1 PRIVATE HOA/DEVELOPER OWNED)
55. ti
MFFE = 770.00 _j I _k51 j - k (AND MAINTAINED OPEN SPACE)
4 BLOCK 84 18 LOTS
3 'PIS �191_
55. BLOCK 85 17 LOTS
sin
24.61 24.10' t BLOCK 86 9 LOTS
N89* I 9'09"W C3 A'S 515. "p SENDERA RANCH EAST 24 BLOCK 87 3 LOTS
115.00, LVj. I cc 5 SA. e 6 L3 CABINET 2016, PAGE 89
Vol P.R.D.C.T. 78 RESIDENTIAL LOTS
0
2 (1 PRIVATE HOA/DEVELOPER OWNED AND MAINTAINED 'OPEN SPACE)
7
10 25
10
C>
769.00
MFFE = z %
N89*19'09"W
- LO
=> 9
0 -,
115.06 1 11� Uil, 46 A
1 0 _j 0.
CD go
0
0 0 Vp-
SEWER It 0 1 Cq IC! 26 FINAL PLAT
FACILITY EASEMENT S ®r 6�
Ui U-) OF
C.C.# 2017-6975 MFFE = 768 00
14� z -
R.P.R.D.C.T I- I OBL&LIE A .9-6- 22
73.92' 7--3 12 SENDERA RAiNCH EAST
105.00
w 9.24' 40-
N89*19'09nW
OF
118. 3 13
U-) CIO 27
cli C14 _4 LOTS 24
140.00' t1e) '5 14 * " -35, BLOCK 82
54.24'
-19 & IX, BLOCK 83, LOTS 1-18, BLOCK 84
1-9 4. 2-4'
SigTl W09;E LOTS I
to 21
-f. -18, BLOCK 85, LOTS 12-20, BLOCK 86
0 15 LOTS 2
- - --- - - - - - - - - S t G�
1<t U) 0 & LOTS 14-16, BLOCK 87
105.001 _0
19. 4'26.71 11 k 28
07,a\- %
I O'BL&LIE 17 16.674 ACRES
z
10 4E
16 OUT OF THE
2(
MFFE = 768.00 10
GREENBERRY OVERTON SURVEY, ABSTRACT NO. 972
N89* 19'0 to � - 0. , 0 1
9"W Is
414 �9 IN THE
115.00, -t-F 29
WATER, SEWER & DRAIN4E 20 t4 CITY OF FORT WORTH, DENTON COUNTY, TEXAS
101 = tp.D6 % I
I % Ot Filed for Record
> FACILITY EASEMENT 8
Q� fficial Records Of:
�01 F1 15 in the 0
C.C.# 20176960 Is 'C'
0 15 78 RESIDENTIAL LOTS Denton County
RESIDENTIAL 11.257 ACRES R.P.R.D.C.T U7 MFFE 768.00 85 7
FORT WORTH on: 611212017 2:_5117 PM
(PRIVATE HOA/DEVELOPER OWNED) 2,044 ACRES N89'1 9'09"W 25' 25' ,A-jt� I
1 PRIVATE HOA/DEVELOPER
ds
(AND MAINTAINED OPEN SPACES) 115.001 - --------- L ------- 6 In the PLAT Recor
RIGHT-QE--WAY 3.373 ACRES REFERENCE CASE NUMUER$ OWNED AND MAINTAINED SENDERA RANCH EAST
10! Ul
-266
PLAN C�
0 M �
M 1 5 Doe Number: 2017
C I T Y SSION 14 PP-05-087
TOTAL 16i674 ACRES to to [ NA OPEN SPACE Number of Pages, 2
Vq MFFE = 767.00 L4 25')(50*�, WATER, 4 - -------- FP-16-049 Amount: 100.00
CITY OF FORT WORTH, TEXAS 40 16.20
0 r
0 SEWER &\DRAINAGE der,1.
16.25' C
FACILITY EASEMENT 3 . ..... By: CB
THIS PLAT IS VAUD ONLY IF RECORDED WITHIN
NINETY (90) DAYS AFTER DATE OF APPROVAL S85-2242 W 11 .25' 1, C.C.# 201S7140421
op.!
ON UE UTILITY ]EASEMENT R.P.R D�C T 2 OWNER/DEVELOPER: LENNAR HOMES OF TEXAS ENGINEER/SURVEYOR: AlK
C.C.# 4016
SSE SANITARY SEWER EASEMENT 1)215�*
X Q8 D7 O.P.R.T.Cj LAND AND CONSTRUCTION, LTD.
L�'- Plat A oval D DE DRAINAGE EASEMENT SENDERA RANCH EAST
1707 MARKETPLACE BOULEVARD
p A p t ell
BL BUILDING LINE
CABINET 2016, PAGE 89 SUITE 100
M.F.F.
MINIMUM FINISHED FLOOR ELEVATION
P.R.D.C.T. 1999 BRYAN STREET, SUITE 1200
IRVING, TEXAS 75063 DALLAS, TEXAS 75201-3136
W.L.E WALL & LANDSCAPE EASEMENT
B Y:
D.R.D.C.T. DEED RECORDS2 DENTON COUNTY, TEXAS 34 PHONE 214-638-0145 FAX 214-638-0447
C Lp a n . .......
P.R.D.C.T. PLAT RECORDS, DENTON COUNTY, TEXAS TBPLS FIRM# 10152300
By. R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS
V) Secretary
-11 O.P.R.T.C.T. OFFICIAL PU13LIC RECORDS. TARRANT COUNTY- TEXAS a TWICZ C)I AT r-711 P*r) 1KI AHKIC' P)A4 -7
OWNErS CERTIFICATE
WHEREAS LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD., IS THE SOLE OWNER OF A 16674 ACRE TRACT OF LAND,
SITUATED IN THE GREENBERRY OVERTON SURVEY, ABSTRACT NO. 972, CITY OF FORT WORTH, DENTON COUNTY, TEXAS AND ;BEING
PART OF A;CALLED 670,402 ACRE TRACT OF LAND CONVEYED AS `"TRACT 1" TO LENNAR HOMES OF .TEXAS LAND AND
CONSTRUCTION," LTD., AS"RECORDED IN COUNTY CLEWS FILE NO. 2008--18108, REAL PROPERTY RECORDS, DENTON COUNTY,
TEXAS. -SAID 16.674 ACRE TRACT, WITH BEARING BASIS BEING GRID NORTH, TEXAS STATE PLANE COORDINATES, NORTH CENTRAL
ZONE, HAD83 CORS96, EPOCH DATE 2002), DETERMINED BY .GPS OBSERVATIONS BETWEEN .JULIAN DAY :253, 2004 AND JULIAN
DAY 259, 2004, CALCULATED FROM DALLAS "CURS ARP (PID-DF8984) AND-ARLINGTON RRP2 -CORS ARP (PID-DF5387), BEING
MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:
. - 'BEGINNING AT 5/8 INCH RON ROD WITH A YELLOW PLASTIC CAP STAMPED "JACOBS' "SET FOR THE NORTHWEST CORNER OF LOT
2, BLOCK 82 AND THE COMMON NORTHEAST CORNER OF LOT 36, BLOCK 82 OF SENDERA -RANCH EAST, PHASE 10, AN ADDITION -
TO THE CITY OF FORT WORTH, -DENTON COUNTY, TEXAS, AS RECORDED IN CABINET 2016, PAGE 89, PLAT RECORDS, DENTON
COUNTY, TEXAS. SAID POINT BEING ON THE NORTH LINE OF SAID SENDERA RANCH EAST, PHASE 10;
THENCE, ALONG THE NORTH LINE OF SAID 'SENDERA RANCH EAST, PHASE 10, THE FOLLOWING COURSES AND DISTANCES:
SOUTH "77 DEGREES 12 MINUTES 38 SECONDS WEST, A DISTANCE OF 165.00 FEET TO A 5/8 INCH IRON ROD WITH A
YELLOW PLASTIC CAP "STAMPED "JACOBS" SET FOR CORNER ON THE WEST RIGHT-OF-WAY LINE OF ROCKY FACE LANE (A 50'
RIGHT-OF-WAY) OF SAID SENDERA RANCH - EAST, PHASE 10;
NORTH 12 DEGREES 47 MINUTES 22 SECONDS WEST, A DISTANCE OF 1.60 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW
PLASTICCAP STAMPED *JACOBS" SET FOR CORNER;
SOUTH 72 DEGREES 12 MINUTES :56 SECONDS WEST, A DISTANCE OF 63.34 FEET TO A 5/8 INCH <IRON ROD WITH A YELLOW
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
SOUTH 17 "DEGREES 47 MINUTES 04 SECONDS EAST, A DISTANCE OF 115.00 FEET TO A 5/8 'INCH IRON ROD WITH A
YELLOW PLASTIC CAP , STAMPED "JACOBS" .SET FOR CORNER ON THE NORTH RIGHT-OF-WAY LINE OF SKYTOP DRIVE (A 50'
RIGHT-OF-WAY) OF SAID SENDERA <RANCH EAST, ;PHASE 10;
SOUTH 72 DEGREES 12 MINUTES 56 SECONDS WEST, A DISTANCE OF 13.98 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
SOUTH 17 DEGREES 47 MINUTES 04 SECONDS EAST, A DISTANCE OF 165.00 FEET TO A 5/8 INCH IRON ROD WITH A
YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
SOUTH 72 DEGREES 12 MINUTES 56 SECONDS WEST, A DISTANCE OF 519.68 FEET TO A 5/8 INCH IRON ROD WITH A
YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER ON THE EAST RIGHT-OF-WAY LINE OF SAN MADRID TRAIL (A 50'
RIGHT-OF-WAY) OF SAID SENDERA RANCH EAST, PHASE 10 AND THE BEGINNING OF A NON --TANGENT CURVE TO THE ;RIGHT
HAYING A CENTRAL ANGLE OF 01 'DEGREE 37 MINUTES 21 . SECONDS, A -RADIUS OF 125.00 FEET AND A LONG CHORD THAT
BEARS NORTH 00 DEGREES 07 MINUTES 50 SECONDS WEST, A DISTANCE OF 3.54 FEET;
ALONG SAID NON -TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF 3.54 FEET TO A 5/8 INCH IRON ROD WITH A
YELLOW PLASTIC CAP STAMPED"JACOBS" SET FOR CORNER;
NORTH 89 DEGREES 19 MINUTES 09 SECONDS 'WEST, A DISTANCE OF 50.00 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER ON THE WEST RIGHT -OFF -WAY LINE OF SAID SAN MADRID TRAIL ,AND THE
BEGINNING OF A NON --TANGENT CURVE TO THE LEFT HAYING A CENTRAL ANGLE OF 05 DEGREES 18 MINUTES 09 SECONDS, A
RADIUS OF 175.00 FEET AND A LONG CHORD THAT .BEARS SOUTH 01 DEGREE 58 MINUTES 14 SECONDS EAST, A DISTANCE
OF '16.19 FEET;
ALONG SAID NON --TANGENT CURVE TO THE LEFT, AN ARC DISTANCE OF 16.20 FEET TO A 5/8 INCH 'IRON ROD WITH A
YELLOW 'PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
SOUTH 85 DEGREES 22 MINUTES -42 SECONDS WEST, -A DISTANCE OF 116.25 FEET TO A 5/8 INCH IRON ROD "WITH A
YELLOW PLASTIC CAP STAMPED "JACOBS"-SET FOR THE NORTHWEST CORNER OF LOT 13, BLOCK 87 OF SAID SENDERA RANCH
EAST, PHASE 10 AND THE WESTERN MOST NORTHWEST CORNER OF SAID SENDERA RANCH EAST, PHASE 10;
THENCE, OVER AND ACROSS SAID TRACT 1, THE FOLLOWING COURSES AND DISTANCES:
NORTH 00 DEGREES 40 MINUTES $1 SECONDS EAST, A DISTANCE OF 213.86 FEET TO A 5/8 INCH IRON ROD WITH A
M YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
NORTH 89 DEGREES 19 MINUTES 09 SECONDS WEST, A 'DISTANCE OF 118.03 FEET TO A 5/8 INCH IRON ROD WITH A
YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
r NORTH "22 DEGREES 47 MINUTES 36 SECONDS WEST, A,DISTANCE OF 14.97 FEET TO A 5/8 INCH IRON ROD WITH A 'YELLOW
o PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
cv
o,
NORTH 11 DEGREES 51 MINUTES 25 SECONDS WEST, A DISTANCE OF 47.93 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW
' PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
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in FORT WORTH
r, . _9PTw'
r-
CITY PLAN COMMISSION
CITY OF FORT WORTH, TEXAS
r�
THIS PLAT IS VALID ONLY IF RECORDED WITHIN
' NINETY (90) DAYS AFTER DATE OF APPROVAL
x
Plat Ap oval D 1•e.
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° � f
) E Y. Secrelory
LOT
BLOCK
TYPE
Acres
S.F.
14
87
LOT
0.141
6160
15
87
LOT
0.132
5750
16
87
LOT
0.144
6275
12
86
LOT
0.145
6325
13
86
LOT
0.132
5750
14
86
LOT
0.145
6325
15
86
LOT
0.132
5750
16
86
LOT
0.145
6325
17
86
LOT
0.132
5750
18
86
LOT
0.145
6325
19
86
LOT
0.164
7144
20
86
LOT
0.193
8416
1
83
LOT
0.170
7425
2
83
LOT
0.132
5750
3
83
LOT
0.136
5938
4
83
LOT
0.157
6826
5
83
LOT
0.153
6666
6
83
LOT
0.144
6275
7
83
LOT
0.144
6275
8
83
LOT
0.144
6275
9
83
LOT
0.139
6048
10
83
LOT
0.147
6417
11
83
LOT
0.132
5750
12
83
LOT
0.132
5750
13
83
LOT
0.132
5750
14
83
LOT
0.132
5750
15
83
LOT
0.132
5750
16
83
LOT
0.132
5750
17
83
LOT
0.156
6797
18
83
LOT
0.153
6681
19
83
LOT
0.188
8172
NORTH 11 DEGREES 36 MINUTES 24 ,SECONDS WEST, A DISTANCE OF 46.18 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
,
TOA58IN
ON S A DISTANCE OF 52.83 "FEET CH 'IRON ROD WITH A YELLOW
`NORTH 09 DEGREES 34 MINUTES 4, SECONDS WEST, /
PLASTIC CAP STAMPED "JACOBS" ,SET FOR CORNER;
NORTH 01 DEGREE 45 MINUTES 25 SECONDS EAST, A DISTANCE OF 46.74 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW
PLASTIC CAP STAMPED "JAGOBS" ; SET FOR ' CORNER;
47.94 FEET TO A 5 8 INCH IRON ROB I A YELLOW
NORTH 1 O DEGREES 01 MINUTE 17 SECONDS WEST, A DISTANCE OF E / W TH
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER,
NORTH 10 DEGREES 03 ;MINUTE 47 SECONDS WEST, A DISTANCE OF 53.28 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
NORTH 11 DEGREES 16 MINUTES 07 SECONDS WEST, A DISTANCE OF 50.61 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW
PLASTIC CAP'STAMPED `"JACOB5"'SET 'FOR CORNER;
NORTH 04 ;DEGREES 04 -MINUTES 04 SECONDS WEST, -A DISTANCE OF 49.06 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
NORTH 01 `DEGREE 42 MINUTES 19 SECONDS :EAST, A DISTANCE OF 47.21 FEET TO A 5/8 INCH IRON ROD WITH A YELLOW
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
NORTH 32 DEGREES 16 MINUTES 57 SECONDS WEST, A DISTANCE OF 33.72 "FEET TO A 5/8 INCH IRON
ROD WITH A YELLOW
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
NORTH 17 DEGREES 29 MINUTES 25 SECONDS WEST, A DISTANCE OF 61.96 FEET TO A 5/8 INCH IRON
ROD WITH A YELLOW
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
NORTH 35 DEGREES 33 MINUTES 03 SECONDS WEST, A DISTANCE OF 21.74 FEET TO A 5/8 INCH IRON
ROD WITH A YELLOW
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
NORTH 70 DEGREES 27 MINUTES 26 SECONDS EAST, A DISTANCE OF 221.00 FEET TO A 5/8 INCH IRON
ROD WITH A
YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
NORTH 72 DEGREES 12 MINUTES 56 SECONDS EAST, A DISTANCE OF 355.00 FEET TO A 5/8 INCH IRON
ROD WITH A
YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
NORTH 48 DEGREES -22 :MINUTES 14 SECONDS EAST, A 'DISTANCE OF 194.05 FEET TO A 5/8 'INCH IRON
ROD WITH A
YELLOW 'PLASTIC CAP STAMPED *JACOBS" SET FOR CORNER AND THE BEGINNING OF A NON --TANGENT CURVE TO THE RIGHT
HAYING A CENTRAL ANGLE OF 04 DEGREES 46 MINUTES '30 SECONDS, A ''RADIUS OF 755.00 FEET AND A ;LONG CHORD THAT
BEARS SOUTH 39 "DEGREES 14 MINUTES 31 SECONDS :EAST, A DISTANCE OF .62.90 FEET;
ALONG SAID NON --TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF '62.92 FEET TO A 5/8 INCH IRON ROD WITH A
YELLOW PLASTIC CAP STAMPED "JACOBS" SET FOR -CORNER;
NORTH 53;DEGREES 08 MINUTES 44 SECONDS EAST, A DISTANCE OF 115.00 FEET TO A 5/8 INCH IRON
ROD WITH A
YELLOW PLASTIC 'CAP STAMPED "JACOBS" SET FOR CORNER;
SOUTH 35 DEGREES 00 MINUTES 22 SECONDS EAST, A DISTANCE OF 56.12 FEET TO A 5/8 INCH IRON
ROD WITH A YELLOW
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
SOUTH 31 DEGREES 18 MINUTES 35 _SECONDS EAST, A DISTANCE OF 56.12 FEET TO A 5/8 INCH IRON
ROD WITH A YELLOW
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
SOUTH 27 'DEGREES 36 MINUTES 48 SECONDS EAST, A DISTANCE OF 56.12 FEET TO A 5/8 INCH IRON
ROD WITH A YELLOW
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
SOUTH 23 DEGREES 55 MINUTES 00 SECONDS EAST, A DISTANCE OF 56.12 FEET TO A 5/8 INCH IRON
ROD WITH -A YELLOW
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
SOUTH 20 DEGREES 13 MINUTES 13 SECONDS EAST, A DISTANCE OF 56.12 FEET TO A 5/8 INCH 'IRON
ROD WITH A YELLOW
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
SOUTH 16 DEGREES 15 MINUTES 00 SECONDS ;EAST, A DISTANCE OF 45.13 FEET TO A 5/8 INCH IRON
ROD WITH A YELLOW
PLASTIC CAP STAMPED "JACOBS" SET FOR CORNER;
SOUTH 13 ,DEGREES 17 MINUTES ,52 SECONDS -EAST, A DISTANCE OF 53.12 'FEET TO A 5/8 'INCH IRON
ROD WITH A YELLOW
PLASTIC CAP STAMPED "JACOBS* SET FOR CORNER;
SOUTH 12 DEGREES 47 MINUTES 22 'SECONDS EAST, :A DISTANCE OF 250.00 FEET TO THE POINT OF BEGINNING AND
CONTAINING A CALCULATED AREA `OF 16.674 ACRES OF LAND.
Sendera
13A-Lot R+
15
8S
LOT
0.132
5750
16
85
LOT
0.14S
6325
17
85
LOT
0.132
57SO
18
85
LOT
0.159
6923
1
84
LOT
0.1S3
6679
2
84
LOT
0.14S
6325
2
85
LOT
0.145
6325
3
84
LOT
0.132
S7SO
3
85
LOT
0.145
6325
4
84
LOT
0.145
6325
q
85
LOT
0.145
6325
5
84
LOT
0.132
S750
5
85
LOT
0.145
6325
6
84
LOT
0.145
6325.
6
85
LOT
0.145
6325
7
84
LOT
0.132
S750
7
85
LOT
0.145
6325
8
84
LOT
0.14S
6325
8
85
LOT
0.145
6325
9
84
LOT
0.149
6472
9
85
LOT
0.189
82S2
10
84
LOT
0.148
6460
10
85
LOT
0.167
7289
11
84
LOT
0.145
6325
11
85
LOT
0.132
5750
12
84
LOT
0.132
57SO
12
85
LOT
0.145
6325
13
84
LOT
0.145
6325
13
8S
LOT
0.132
57SO
14
84
LOT
0.132
57SO
14
8S
LOT
0.145
6325
15
84
LOT
0.146
6341
16
84
LOT
0.138
6025
17
84
LOT
0.163
7104
18
84
LOT
0.203
8821
24
82
LOT
0.138
6011
25
82
LOT
0.138
6011
26
82
LOT
0.138
6011
27
82
LOT
0.138
6011
28
82
LOT
0.138
6011
29
82
LOT
0.138
6011
30
82
LOT
0.13S
5883
31
82
LOT
0.132
5750
32
82
LOT
0.132
5750
33
82
LOT
0.132
S750
34
82
LOT
0.132
5750
35
82
LOT
0.132
57SO
1X
83
LOT
2.044
890S3
-EXECUTED THIS THE � DAY OF 2017.
OF TEXAS LAND CONSTRUCTION LTD,
BY: LENNAR HOMES, L
BY: LENNAR TEXAS HOLDING COMPANY
A TEXAS CORPORATION
IT' %RA,
ATN
BY: A SCHWARZE
AUTHORIZED AGENT
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 ALICIA SCHWARZE 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 PURPOSE AND CONSIDERATION THEREIN
EXPRESSED AND IN THE CAPACITY THEREIN STATED..
GI E UNDER MY H D SEAL OF OFFICE THIS THE DAY OF A.D. 2017.
NOTARY PUBLIC d& A
MY COMMISSION EXPIRES: 1 '" ' 2-) r LAURA LYNYNN SALGADO
Notary ID #E 126169119
My Commission Expires
J=Hurry 18, 2021
SURVEYOR'S CERTIFICATE
1, MICHAEL J. BAITUP, REGISTERED 'PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT THE PLAT SHOWN HEREON
ACCURATELY REPRESENTS THE PROPERTY AS DETERMINED BY AN ON THE 'GROUND SURVEY, MADE UNDER MY DIRECTION :AND
THE 'SUPERVISION IN JANUARY, 2017, AND THAT ALL CORNERS ARE AS SHOWN.
Of
A,Zzj
MI HAEL J. BAI U �p••�oisrEgFo 9
REGISTERED `PROF ZONAL LAN SURVEYOR £?.
TEXAS REGISTRATI N NO. 4574MMls,N,,����l.L:���.l.E.F.. J.
West
DATE: 6 .".✓j7 1 1 `..� 4 ��`�
l t�7 , 457o,,
esS�
��b••SUf2'��"�
filed for Record
in the Dtflcial Records Ot:
,on* 6jj212o17 ePt011 'cord 7 "PM
III the PLAT Records
SENt)ERA RANCH EAST
[loc Number: 2017- 266
tltlmber IpO gee: 2
Amouul:
Order :
13y: CB
; .11P•�I�5-087
�•
FP-16-049
OWNER/DEVELOPER: LENNAR HOMES OF TEXAS
LAND AND CONSTRUCTION, LTD.
1707 MARKETPLACE BOULEVARD
SUITE 100
IRVING, TEXAS 75063
A
FINAL PLAT
OF
E IND E F A RAN N EAST
OF
LOTS 24--35, BLOCK 82
LOTS 1--19 & 1 X, BLOCK 83, LOTS 1-18, BLOCK 84
LOTS 2-18, BLOCK 85, LOTS 1220, BLOCK 86
& LOTS 14-16, BLOCK 87
16.674 ACRES
OUT Oar THE
GREENBERRY OVERTON SURVEY, ABSTRACT NO. 972
IN THE
CITY OF FORT WORTH, DENTON COUNTY, TEXAS
78 RESIDENTIAL LOTS
PRIVATE QA DE EL PE
OWNED AND MAINTAINED
OPEN SPACE
ENGINEER/SURVEYOR:
x �
" BRYAN STREET, SUITE 1200
DALLAS, TEXAS 75201-3136
PHONE * ;214-638-0447
TBPLS " 10152300
Mi11 10-tO 17 PHASE
IJ -