SL2950A0
r
M.
M'.
IFEET Yhomps dden
n 0 11
I� - 80' 2V Sanitary romity ON= Ltd. CURVE TABLES
3.0 60 120 sewer Eamt. Oferk's I'lle No. No. DELTA RADIUS ARq CHORD
Clerk's File No, IV Wall And 2004-OI32216 cl 89*47'29' 33.50' 62.601 N 45*26'33" W 47.291
2003-203939 Wolf MaintenanceRPRDCT C2 75-5714:4260- 33150' 44AII $ 61440'48' W 41.23,
DRDCT Easement C3 - 144: 66.94' S 00034132' W 55.80,
C4 89 2 2S.00 47'40 33.60, 62,$O' $ 46126'38' E 47.29'
moo' cS 250-W 165.56, 8 72,30168* E 153.06,
20.04' CO 28*10,30, 260.00' 122.94' S 75*22'28'W 121.701
2 1
SR
N 8M43'jE ff9aW CITY OF THE COLONY ""IIi C7 90.Ow3l: 33 50, 5 .63 S 44*2T27, W 47.3a'
9069'29 3360' 52,62, S45*32*33'E 47.371
SOW 75.00* 55,00! OW IO51OV 71.OT ca a
62,7V 50,0V 50,01y 50.00! 50.00, 6010V 50
'-switclIgoor CO 69*$0*2$* 33.50* 52.62, S45132*33'C 47.37'
60.00, 57.w - - - - - - .
- -T, -T OW10 I CIO 90412,31' $3,50' 52,74' S 44033!271 W 47.461
T F- Z. Easement
CII 33044'04* 100.00, 58.88, $16019!14'W $8,03,
8 all Z� al 6
100, w d C12 t7*SWIO- 250.00' 78,19' S 30*33, 161 E 77.87'
6 ;01 V
4 ail CIA 41 - C13 250-00,
w
0
t2,3247* 54.74- S 33;'14126* E 54,63'
;01 .0 io ic. .4 CM 844431101 4�00` 5.01, N 86,130*06, w $139,
;a
1 -4 1
Be �r 15 1 14 3*- 3: 9 w 8 Bc 7 W 6 Be CIS 10-00:17: 50.501 8. 8,8212, N 29,08,32, w 8.81,
22 21 20 1 31: 1.9 1 w 18 17 - 16 11 w 12 ac I 1 10 C 6 01,4829• 4760.5 150,2 N W03'57' 6 160,211
C17 23436*64' 480.00' 107.84' S 7703V20"w MAW
I tz A 3
DaTA- 02'54M G 15' Draino41 -Iw COSERV CIO 02148166* 25OkO1 12.20' N 25*33136^ W 12,28'
V UE 1 167: 2.761
t&,�l 8 Easement C19 03411, 49 SO' 2�764 " 320321351 W
So UE
R40- 4740.58' 8 80
8 1 g 1 /&17' C20 08034 13 285.00' 42.631 N 35*13'431 W 42.69'
AF40- =72' 10' Sanitary In In Z to, 8L V Wall And Wall C21 02*16,05, 215.00' 8.51, N 30*22147'W 8.61,
'01
Sewer to, 15L 2 -55.00*- 50.0wo!_ 2. -MoIntertance Easement C22 010271s: 9 SIX 16,16, N 0802a'63' E 116
To The Kings Rid" i
04%rw _E Easement .7r -W.00' -1 -67. C23 03*03,05 236.00, 12.671 N 56*44'OV 6 12,67'
Homeowners; Association C24 87#34'23' 9.60* 14.52' S 78167113' E 13.15,
240.69'
C26 11100'691 99.00, 19.04' S 2903W32* E 19,01,
W*r C 924.94Y PORTOBELLO DRIVE ti I
N C20 OV69 44: 49.50' 6441 S *109118* E 0.62.
236.C2T
01 Landscape C27 10*00'17 60.60, 8.82, S 19*00,29, E alai,
0 COSER Buffer 028 $5016105' 4.00' 6.65, $ 2302WO1 * W 5.91*
15* Sontt 6.65 --.,,3 Easement 020 110643'21' 4.W 8. 70' $ 0064013' W 7AO'
o1z _'50 Ow- _50.0D
0. -50,W- -50. C30 02013'29' 204,00' tO.251 S 64065'08' W 10.251
60.001- SO, 000 -60.W- Oq
Sewer Es,
Vol. 4558, Pg, 08 .9 _14 -5
U.E. 2 _j
to, SL S, E. V_ -S.U,F- 10, OL 2 C31 100-19'35- 4.60- 7186, N 76*01'49'W 6191,
So UEJ' 10
DRDCT S '27'1:e IN 116-00! C32 07141112' 215.00' 28.941 N 22#01 125, w 28.82,
6 a) 25' 2w UE C33 14302921' 1.60' 3.76' N 63*33,61, E 2.861
4
V UE C3 66103*23' 92-50' 90-60, N 3r45'49'E $6,03'
S. 00V C3 4 -4 .0111 5 O�"$46' 77.W $4.221 S 40*52'01 1 W $0.14'
to J 7 Ij 9 w Be 6 J w 5 -:t 4 w �p 2 w N 89*27'12* E 110.007 45 C�- - C36 47134'021 77.60' 64.34' N 3r49'371 E 62.51'
23 12 it J
C37 24122*41' 92.50' 391361 S 47"27'60* W 39.06'
C38 80*47'29' 33,50' 52.50, S 4602633t' G 47,2W
bY. N 89'27*W E 110-W S.U.J MINCING t,,
11 /;Z% - - - - - - - S 89*27 .1!4�w 145.00'
R/ 13 1 8 SME LINE TABLES
z S U.
1 1 �pl No. BEARING DIST. No. BEARING DJST.
V VE z U) 7 WAY Li N 00132' 171 W 17.001 U2_9 S OO*W.14O' E 10.00,
SO.OW57.W 5 www w T 1101,00'
60.0w 1 -1 1 7.!W SO.W I SO. _60.
3ZOV 1 1 50-00, 1 SOCe 6O.Ow 1 55.00' 1 1 �i L2 $ 0063217- 6 17.W L30 S 89127'12'W 20.00,
I 50.0w 1 55.00, 1 60,00, 22.62! �n wL_ L3 S 00420`17- E 17.00, L31 N 8W7'43' 6 12.67,
50.0w 1 02.04� 131.02' 72' 150.14! 40 .1 A
34 110.00' cc L4 N 80139*43' E 41.W L32 N 29027'13' E 6,42'
t2 89-27'12* W -OW I 8 S -------- T 110 51 UE J LS N 00*20,17, W 17.00, L33 N 70*10128* E 9191,
Q 9 LIS N W3248'W 20.40' L34 S 891127*43' W 65.05,
INC` 1 9 --rsprE -----T J
L7 N 00*32*48'W 19.20' L35 S 89°3943* W 41,52'
0. as ittN 80t-27'W I- 110�00` La; $ 6901WSt- E 17.W L36 N 89430*43" E 47-64'
6
L9 S 44127'12 W 27.07' L37 $8903T31'W 50.6v Filed for Recur
-27*12' W
N 80-27-12* E I10kV S89 LID N 18152,551 W 0,49' 08 N 89039'31 " E 42 36'
w 17 30 31 3; 32 -10` COSERV d imi
110.001 Easement
UtHIVUR Counts
1.11 N 35*18'32'6 17.00* L39 N 24008!32'W 15.63,
am* VSME ix ftj13 L12 S 35418'32'W 17.00, L40 N 34*081371 W 36.601
9 1.75' 1.19 _ffSWE_ -jj I 04 j
V UE L13 N 30.77' L41 S 24009'07' E 44,69: 09•* Dec 27r2006 at li*0A
wz 4�
2
.U.7E
w
r4
'2
LID 4 2T!
14� 1 *8� 1
0) BIL ul (0 L14 S 76018'07'E 17.00' L42 N 09044'08' E 60.62
w*f 110.00, S 69"27"Ir . for)%
c) L� LIS N 76118!071 W 17.00' L43 S 09"44'08* W 67.961
L16 S 76018'07' 6 17.00' L44 S 6$01 S'04' W 13.2W As R
Be-Ofl' 0
29 S 89-27'12* W 110.06
18 17;N N 89�2M", E 10.00' L 7 N 760 07 17,00 L46 N 140S21S7* W 16.36'
S.U.E1 0 Plat
p4 T LIZ S8902 17.00 L46 $ 3301 I'l 0' W 11.29,
N 80-39*43* E 214.SWW" 14 7*12'W
40' N 89'39*43' E �L30.08" - - - - - - ew-r
09 N 0027*12'6 17.001 L47 N 23002145' E 13.691 Also- W
(0) E So UE L20 N 760181071 W 33.791 1.46 8 14109'26' E 2P.9c, Ucument Number • I
t 4
EPWORTH LANE' 6-4
L21 6 44027'12' W 21.21, L49 S 24*09'37' E i5,621 w
MOREGATE LANE �3 S 89-27-W W T 110.8s L22 S 89*271112 W 17.00' LSO $ 71008'01" W 1.01,
S 80*2
ul S 80*27'10 W 198,48' Z z
A0 T N 8OW'12' E T 11O.OW 7`12* WT 11OW L23 N W27' 2 1E 17100, LSI N 646411281 W 1.07, Amount
Maharishi 61dual 1111111611 ��
o4avelopnitnt Fund I'm C;
V40/1 4,655, P 281
-
RPRDCT
00
aim
E-I
0
0
0
I
DWI
2
�4
L23
25'
Is
01 1
NS 1-
10' BL
10
IS
89*2730 W Ilk._w
N Lw77'j2*.I;j.jj M.,
ig
N 89-27'127 E 110.OW
on
§ §9-27-12- WY 110AW
- -wspr- - -
;0 - - - s'SMs
ai 8 @ b
99
S 89'27'12* wLIIO.00`
So UE-,,-,
N 89-27-42- EY 110-W
-wwif- - -
- - - - - - T$_ME_
7
--V UE
N 8917*12' Ef 110.00'
S 89-27'Ve WY 11OW
6 at
w Jr
U.E.
L24 N 2*09'07'W 31.72' L62 S 35018'32'W 10.00,
-5* UE ILI L25 S W27'43* W 57.78* L63 6 54*4 1 '28' E 29.04
28
119 20.84' 34744
L26 N W,1248' W 1.6w L54 N06617'00'W Number
9
L27 N W32*48' W 10.00, LSS N 63042'61 * E 20�001
4 &ut i i
110.001 9 L28 N 89027'12' 6 20.00' L56 S 06*17'09' E 19,64
N 80774Z E YIIO-00'---. S 89-27'12* W Y LS7 N45*32'i7'W 14,14: Amanda Ncelrov
_IL§L-2r 2-S UEN 90-27'12* E 11
S 801712" W + - - - w
27
I 110.w
16 (0 NOTES:
9
20 _eSWE - - - - - - -
9
g I Existing r8
N 892712"' E IIO.Ow t-Droinage Esmt. Frito-Lay, Ina 1) BEARINGS ESTABLISHED BY ASSUMING S 0003248" E ALONG THE
S a9mve W Tilow 2 L Vol, 4512 Pj. 392 WEST LINE OF SPRING CREEK PARKWAY.
p
S 80'2712*10.wSME 16 - - - - - - 9 9 2V 25' IIO.w f * - Vol. 3124 Pg. 43
IS 89-27W W T
t TS7Me .8 1 RPRDCT
1 04 17
21 ALL PERIMETER BOUNDARY CORNERS, LOT CORNERS, POINTS OF
aSME
26 N 80127112" E 110.00' 1 so UE CURVATURE AND TANGENCY ARE W&INCH IRON RODS WITH
C4 9 2.5' 25'
PLASTIC CAP STAMPED '$PARR SURVEYS* UNLESS NOTED
21 (Private Drainage 50� 6
AID
w 8927'12! E. I! IS 89-27'ie W 1101001 A41, OTHERWISE.
9 1110.00' Easement)
1.4 1 1+zilal 122-7-
N 80-27"Ie E 110-W 3) THE FOLLOWING LOTS ARE COMMON AREA OPEN SPACE TO BE
-Y
S.U.E.\201)(20! AT&T �-15' Drainage CONVEYED TO THE KINGS RIDGE HOMEOWNERS ASSOCIATION:
N 7V1 8* E
- --- �6 37 1.10.1 -
Easement 25 1
tl eosemarit LOT 1, BLOCK A LOT 34, BLOCK C
22 to > Drainage L31 32 rol, LOT 23, BLOCK A LOT 1. BLOCK E
Soul
LOT 1, BLOCK F
Lzw PRITCHARD LANE LOT 1, BLOCK 8
S 8927-W W 1110.00' $ 69*27'W W TIM22: J_ 11.51 LOT 9, BLOCK 8 LOT 9, BLOCK F
q
. . . . . . -31.51 -50.w- + -:5%0.OV 4-1-57.50W- -57,5V_ LOT 13, BLOCK C LOT 6, BLOCK G
3: - - - - - t ,war 9.76' V ve 1 25' VEasemente LOT 14, BLOCK G LOT 15, BLOCK G
j ti-Gas Lin
IN IT4
8 23 rq 24 �2 4) SELLING A PORTION OF THIS ADDITION BY METES AND BOUNDS IS A i
116 � z VIOLATION OF CITY ORDINANCE AND STATE LAW AND IS SUBJECT ECT TO`
2W 51 UE 9:: w w PINES AND WIT14OLDING OF UTILITIES AND BUILDING PERMITS.
y 7 6 4 2
%
1 110.00' 1 1 C., I I *r� 1 11 1 il I I, i� I I I :. _. � .1: � - .
110, 4 -10' COSERV 5) AN EASEMENT FOR THE BENEFIT OF EACH LOT IS HEREBY RESERVED
IV Sanitary 29. 9
Easement OVER, ACROSS AND UPON EACH LOT ADJOINING TO SUCH LOT FOR
SL ewer N, N 4, - - 0
Cosoment 236.6Z ROOF OVERHANGS NOT EXCEEDING TWO FEET IN WIDTH, AND BRICK
LEDGES WHICH SUPPORT EXTERIOR VENEER WALLS AND ASSOCIATED'
S a9'39*32' W M.581 Irk
-P 80!
57,W I I �7.52' BRICK AND VENEERS NOT EXCEEDING SIX INCHES IN WIDTH.
LUXBOROUGH DRIV 12r_ 7 .50.00' 1 SO -OW I w-ce I
44,97' 1 .
+ + -60, 1- -57.507--j- -54.14�- so_._001 -50-W 60.00' 160.00' 1 50.00, 1
co 6) THERE SHALL BE A 5' COSERV EASEMENT RESERVED OVER THE FRONi,
'-26.4 -50. 3 or J 9 1 1 1
so UE_ Z OF EACH LOT.
to w Cj
.4 = A _l 8
15* Drainage IDI
0. a !� I gn Easement !a 6 -q- -20' L*ndsc a
op 5' UE Buffer R17336A 0/74M &3bpe, Tks
15' Drainage 12 w
w 31. 7 1 w I X 10 14 15 1 3:16
23 w 12 11 to I Be 9 1 6 Easement IL TYPICAL,
Ito
too. 1 6 1 1 te, ',
I I I 1 04
1 RD IV
t I I 1w water
So EA 267:__ Easement
.8 �a, I
17.7 1638,
0 In I z I ((# I z 1 0 z
15 24' 0.0014H -60.w-h •-50.bO-L± -mw- LL2 A MOTES ZERO LOT LINE 6412 `9! 1. W
24! 57.50' 57.W,.. 33O t V SME DENOTES SIDEYARD & MAINTENANCE EASWENT
t
S.U.EJ Tw
57.50' 57.W 1 50,00' j SO -OW SO.Ow 1 .62'
8 8M'02' W V SMX. MOWS A 10' x 10' 6114"T UTILITY EASMENT
to CoonlfaotoI4 S 89-27'43* W, 284.4W THP hol
trol 7*na FIR DENOTES A F40UNO IRON ROD
SMRT
A6.7745I Sanitary ILI
TABERNACLE DRIVE *.-/:I\ to SVE MOTES A W UTILITY EASEUENT
Cob, V, Pg. 202 2
PROCT iO.00.- t4
47--
Z6 93007 sewer Eernt, 8
50 Lot tit, 81"k N
b, Common Open $Paco
�Im g
E: (PrIvote Drainage EsmQ 10' & PROSPER UND COMPANY, UC
5' UEJ
Repiat .4/ 1- 4 c; j w P.O. Box 802331
i i �! tot
Kin 10 Dallas, TX 75380-8331
Is Ridge Addition
Telephone:
W Phase Two pt) 0 4 ;a Ina: (972) 980-4170
10 w
Cob. W, Pg• 828 1 13 12 9 7 Contact., Dovfd Whitsett
I
(Private DrOinagae MwT
4",
Easernenfok 0 Iw a
low 6 5 COSERVI Easement FINAL PLAT
0 Easement
CI
I us z
42.50'
z
YON MAP UE
TO SCALE Or*14 DI*c Sow s KINGS' RIDGE ADDITION
Set In Contrate, 57-SW
f Piano _,027 DUAQ= IrUDC=
State Pima Coorciln't"
D' 8 W27148' W 25M'
Lot North Central Zone L25 W, Ars. 115 RESIDENTIAL LOTS &
Lot N., 7,40777.13511.40114 Drainage Esnit. I
ti Lot E. 2.08 20.04V T OF I
to Lot Lot .47074 at. 4%-1 9 12 OPEN SPACE LOTS
Lot 28 I�DP
a 7 aw. 605.10 5 50, 17.w Cj 2402 KIN GIS MANOR L BEGINNING DEVELOPED AT PD-160-PH STANDARDS
Izw Drainage (60' R.O.W.) B.B.B. & C.R.R. COMPANY SURVEY
Kings Ridge A COSERV Eernt. 0
Phase TWO Lot Cob. V. S 04'Z4'I:r E 1470.48' (Co(c) TO THE
P�OP9 Cj 292
Cob. V, Pq, 292 SE CORNER OF THE 8.8.8. & C.R.R. ABSTRACT NO. 174
Lot PANY SURVEY, ABSTRACT Na. 174
CITY OF PLANO
Lot
2 DENTON COUNTY, TEXAS
040WRDALe' Lot DR ,AW By. B.D.S./CAD
0-1 DRIW CMCM By. B. D.S. Sparr Survey's
tti Lot Lot Lot Lot
SCAM_
10 if 12 13 2553 C.R. 722
Lot
9 -DAM DECEMBER 2006 McKinney, Texas 75069
(214) 544-2297
Lot
Lot Lot SHEET I OF 2
7 14
fo JOB NO. 18100
.- Y
OWNER'S CERTIFICATE
WHEREAS Prosper Land Company, L.L.C. is the owner of a tract of land situated in the
B.B.B. & C.R.R. Company Survey, Abstract No. 174, City of Plano, Denton County, Texas,
and being the remainder portion of that same tract of land as described in deed to Prosper
Land Company, L.L.C. recorded under Clerk's File No. 97-ROO86892 in the Real Property
Records of Denton County, Texas (RPRDCT), and also being a part of Lot 1, Block N of
Kings Ridge Addition Phase Two, an addition to the City of Plano according to the plat
thereof recorded in Cabinet V, Page 292 of the Plat Records of Denton County, Texas
(PRDCT), and being more particularly described as follows:
BEGINNING at a 5/8-inch iron rod set with plastic cap stamped "Sparr Surveys" at the north
end of a corner clip at the intersection of the west line of Spring Creek Parkway (160 foot
right-of-way) with the north line of Kings Manor Lane (60 foot right-of-way);
THENCE S 44027'12" W, along said corner clip, 35.36 feet to a 5/8-inch iron rod set with
plastic cap stamped "Sparr Surveys" in the north line of said Kings Manor Lane;
THENCE S 89e27'43" W, along the north line of said Kings Manor Lane, 258.90 feet to a
5/8-inch iron rod set with plastic cap stamped "Sparr Surveys" at the easterly corner of said
Lot 1, Block N, at the point of curvature of a circular curve to the left having a radius of
480.00 feet;
THENCE southwesterly, continuing along the north line of said Kings Manor Lane and along
said curve to the left, through a central angle of 23e36'54" an arc distance of 197.84 feet
and having a chord which bears S 77e39'20" W, 196.44 feet to a 5/8-inch iron rod set with
plastic cap stamped "Sparr Surveys" at the easterly corner of Lot 1 R, Block N, being a replat
of Lot 1, Block N of Kings Ridge Addition Phase Two, an addition to the City of Plano
according to the plat thereof recorded in Cabinet W, Page 828 PRDCT;
THENCE Westerly along the north line of said Lot i R the following:
N 24e09'07" W, departing the north line of said Kings Manor Lane, 31.72 feet to a
5/8-inch iron rod set with plastic cap stamped "Sparr Surveys" at the point of
curvature of a circular curve to the left having a radius of 250.00 feet;
Northwesterly, along said curve to the left, through a central angle of 02e48'56" an
arc distance of 12.29 feet and having a chord which bears N 25e33'35" W, 12.28
feet to a 5/8-inch iron rod set with plastic cap stamped "Sparr Surveys";
S 89e27'43" W, 57.78 feet to a brass disc set in concrete;
N 54e41'28" W, 291.38 feet to a 5/8-inch iron rod set with plastic cap stamped
"Sparr Surveys";
$ 89e39'32" W, 506.86 feet to a brass disc set in concrete in the east line of the
Burlington Northern Railroad (100 foot right-of-way);
THENCE N 06e05'09" E, along the east line of said Burlington Northern Railroad, 643.84
feet to a 5/8-inch iron rod set with plastic cap stamped "Sparr Surveys" at the point of
curvature of a circular curve to the left having a radius of 4740.58 feet;
THENCE northwesterly, continuing along the east line of said Burlington Northern Railroad
and along said curve to the left, through a central angle of 02e54'34" an are distance of
240.72 feet and having a chord which bears N 04e37'53" E, 240.69 feet to a 5/8-inch iron
rod set with plastic cap stamped "Sparr Surveys" at the southwest corner of a tract of land
as described in deed to Thom son/McS edden Family Partners Ltd. recorded under Clerk's
p p Y
File No. 2004-0132216 RPRDCT;
THENCE N 89e39'43" E, departing the east fine of said Burlington Northern Railroad, along
the south line of said Thompson/MeSpedden Family Partners Ltd. tract, 1198.81 feet to a
1/2-inch iron rod found in the west of said Spring Creek Parkway;
THENCE S 00e32'48" E, along the west line of said Spring Creek Parkway, 1022.45 feet to
the POINT of BEGINNING and containing 27.784 acres of land.
KNOW ALL MEN BY THESE PRESENTS
That, Prosper Land Company, L.L.C. acting herein by and through the undersigned
authority, do hereby adopt this plat designating the herein above described property as
KINGS RIDGE ADDITION PHASE THREE, an addition to the City of Plano, Texas, and does
hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown
thereon. The streets and alleys are dedicated for street purposes. The easements and
public use areas, as shown, are dedicated, for the public use forever, for the purpose
indicated on this plat. No buildings, fences, trees, shrubs or other improvements or
growths shall be constructed or placed upon, over or across the easements shown, except
that landscape improvements may be placed in landscape easements, if approved by the
City of Plano. In addition, utility easements may also be used for the mutual use and
accommodation of all public utilities desiring to use or using the same unless the easement
limits the use to particular utilities, said use by public utilities being subordinate to the
public's and City of Plano's use thereof. The City of Plano and public utility entities 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 said
easements. The City of Plano and public utility entities shall at all times have the full right
of ingress and 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 the permission of anyone.
This plat is approved subject to all platting ordinances, rules, regulations, and resolutions of the City
of Plano, Texas. l
Witness my hand this `{� day of 1�-n'��-r• , 2006.
David Whitsett
STATE OF TEXAS
COUNTY OF COLLIN
Before me, the undersigned Notary Public in and for said county and State on this day
personally appeared David Whitsett, 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 considerations therein expressed, and in the capacity therein
stated. 11 ��((���� 7y11IIkk,,t1'',,��,,,,
Given under my hand and seal of office this the
�A\� day of�^--� LkAkber ,2006.
ii[A]'e Notary,
{`yCA`('J ts2EicNFN Meagt.LLD
Wdle. State of Texoa
".,, a cammleelon Egrtes
No y Public os-21-2ooe
State of Texas
PRIVATE DRAINAGE EASEMENT
This lot is hereby adopted b the Owners and approved b the City of Piano Texas
11 , p Y p Y pp Y Y
called "Cif subject t the following conditions which shall be binding upon the
( 1 su o e
Y J 9 9 P
Owners their heirs administrators executors grantees, successors and assigns: All of
Owners), , g 9
Lot 1, Block E and Lot 9, Block F - as shown on the plat is called "Private Drainage
Easement". The said Private Drainage Easement within the limits of this addition will
remain open at all times and will be maintained in a safe and sanitary condition by the
Owner(s). The City will not be responsible for the maintenance and operation of said
Easement or for any damage to propertyhes) or persons) that results from conditions in
the Easement, or for the control of erosion. No obstruction to the natural flow of storm
water run-off shall be permitted by the construction of any type of building, fence, or any
other structure within the said Private Drainage Easement unless approved by the City
Engineer; provided, however, it is understood that in the event it becomes necessary for
the City to erect or consider erecting any type of drainage structures) in order to improve
the storm drainage that may be occasioned by drainage in or adjacent to the property, then
in such event, the City shall have the right to enter upon the said Private Drainage
Easement at any point, or points, to investigate, survey to erect, construct and maintain
any drainage facility deemed necessary for drainage purposes. The Owner(s) shall keep the
said Private Drainage Easement clean and free of debris, silt, and any substance which
would result in unsanitary conditions or obstruct the flow of water, and the City shall have
the right of ingress and egress for the purpose of inspection and supervision of
maintenance work by the Owner(s) to alleviate any undesirable conditions which may
occur. The natural drainage through the said Private Drainage Easement is subject to storm
water overflow and natural bank erosion to an extent which cannot be definitely defined.
The City shall not be held liable for any damages of any nature resulting from the
occurrence of these natural phenomena, or resulting from the failure of any structure, or
structures, within the Easement.
"The NTMWD easement restricts construction of permanent structures such as foundations,
walls, pools and permanent storage buildings. Items such as driveways, fences, sprinkler systems
and normal landscaping plants that encroach on the NTMWD easements are allowed. Fence post
foundations are restricted to an installation depth no deeper than 18-inches below final ground
elevation. However, the NTMWD assumes no responsibility for damages resulting from the need
to repair or maintain the NTMWD pipeline. Further, any cost to repair damage to the pipeline
resulting from construction by the developer, contractor or owner will be the responsibility of the
developer, contractor or owner."
Surveyor's Certificate
THAT I, Brad Sparr, do hereby certify that I prepared this plat from an actual and accurate
survey of the land and that the corner monuments shown thereon shall be properly placed,
under my personal supervision, in accordance with the subdivision regulations of Collin
Count , s.
Brad Sparr
Registered Professional
Land Surveyor No. 3701
STATE OF TEXAS
COUNTY OF COLLIN
Before me, the undersigned Notary Public in and for said county and State on this day
personally appeared Brad Sparr, 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 considerations therein expressed, and
(iin� the capacity therein stated.
Given under my hand and seal of office this the JI-day of =^�`-Y ,2006.
~ dtEiCHfN MrDCWND
_+°: Notary Pudk, state of Texoa
MY ConualsNO(t Expir
o sry Public '•.,,,,",,, oe-2l-loos
State of Texas
CERTIFICATE OF APPROVAL ¢y
Approved this ! day of _D O-, . , 2006 by the Planning
and Zoning Commission of the City of Plano, Texas.
Chairmanolnning and Zoning Commission
STATE OF TEXAS
COUNTY OF COLLIN
Before me, the unde si nee o ary Public 'n d f r s� d c my and State on this day
personally appeared, .[ U1 wn 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 considerations therein expressed, and in the
capacity therein stated. PXM
Given under
mmyy hand and see/al of office this theme !_day of �y ,2006.
W7��,All
Cy�UNotar PublicYP1tkState of Texas
ai11r.J. Erpfres 10.25.2009
Secretary, Planning and Zoning Commission
Or City Engineer
STATE OF TEXAS
COUNTY OF COLLIN
Before me, the undergig ed NoTry Public in and for said c unty and State on this day
personally appeared,, 1 " for
to me to be the person
whose name is subscribe to the foregoing Instrument an acknowledged to me that he
executed the same for the purpose and considerations therein expressed, and in the
capacity therein stated. Tr1 tea
Giiv,ern under my hand and seal of office this the_�,JdaaTy of ~1-�e+GE ,2006.
Notary Public
State of Texas tlg 'fsDiat� rua�ffi
A Se�?tf s Texas �f�
�aD {'P 4ZYiim. Ex !, 7-Tiry.D
KINGS RIDGE ADDITION -PHASE THREE
LOT AREA TABLES
LOT
BLOCK
So. Ft.
Ac.
LOT
BLOCK
Sq. Ft.
As.
1
A
3,542
0.081
1
e
4,152
0.095
2
A
8,252
0.189
2
B
61600
0.152
3
A
16,343
0,375
3
B
61600
0.152
4
A
8,519
0.196
4
B
51500
0.126
5
A
61000
0.138
5
B
5,500
0,126
6
A
6,600
0.152
6
B
5.500
0.126
7
A
9,000
0.207
7
B
6,325
0.145
8
A
61000
0.138
8
B
6,325
0.145
9
A
61000
0.138
9
B
1,525
0.035
10
A
61900
0.158
10
B
6,578
0.151
11
A
61900
0.158
11
B
51500
0.126
12
A
6,000
0.138
12
B
5,500
0.126
13
A
61000
0.138
13
a
61050
0.139
14
A
7,200
0.165
14
6
61050
0.139
15
A
7,200
0.165
15
B
6,050
0.139
16
A
61000
0.138
16
B
51500
0.126
17
A
6,000
0,138
17
B
51500
0,126
18
A
61900
0.158
19
A
6,900
0.158
20
A
6,000
0.138
21
A
6,007
0.138
22
A
9,663
0.222
23
A
32,991
0.757
1
C
6,622
0.152
21
C
6,325
0.145
2
C
5,500
0.126
22
C
51500
0.126
3
C
5,500
0,126
23
C
6,632
0.152
4
C
6,325
0.145
24
C
8,484
0.195
5
C
6.325
0,145
25
C
61600
0.152
6
C
5,500
0.126
26
C
51500
0.126
7
C
5,500
0.126
27
C
51500
0.126
8
C
6,050
0.139
28
C
6,075
0.139
9
C
61600
0.152
29
C
13,544
0.311
10
C
51500
0.126
30
C
11,510
0.264
11
C
5,500
0.126
31
C
5,500
0J26
12
C
6,600
0.152
32
C
6,050
0.139
13
C
4,923
0.113
33
C
61600
0.152
14
C
51500
0.126
34
C
1,354
0.031
15
C
5,500
0.126
16
C
8,362
0.192
17
C
13,282
0.305
18
C
9,722
0.223
1
E
91098
0.209
19
C
51500
0.126
2
E
6,441
0.148
20
C
6,325
0.145
3
E
6,600
0.152
4
E
5,494
0.126
i
D
6,897
0.158
5
E
8,869
0.204
2
D
61325
0.145
6
E
6,325
0.145
3
D
5,500
0.126
7
E
6,325
0.145
4
D
5,500
0.126
8
E
51500
0.126
5
D
6,531
0.150
9
E
5,500
0.126
6
D
7,126
0.164
10
E
5,500
0.126
7
D
6,050
0.139
11
E
6.325
0.145
8
0
5,500
0,126
12
E
6,414
0,147
9
D
5,500
0,126
10
D
6,565
0.151
LOT
BLOCK
So. Ft.
Ac.
LOT
BLOCK
Sq. Ft.
Ac.
1
F
3,300
0.076
1
G
6,325
67145
2
F
6,326
0.145
2
G
6,325
0.145
3
F
6,325
0.145
3
G
5,500
0,126
4
F
5.600
0.126
4
G
51500
0.126
5
F
5.500
0.126
5
G
51500
0.126
6
F
5,500
0.126
6
G
25,973
0.596
7
F
6,668
0.153
7
G
6,824
0.157
8
F
7,924
0.182
8
G
6,607
0.162
9
F
75,909
1.743
9
G
5,500
0.126
10
F
5,935
0.136
10
G
5,500
0.126
11
F
5,545
0,127
11
G
51500
0.126
12
F
5,500
0.126
12
G
6,325
0.145
13
F
6,600
0.152
13
G
5,717
0.131
14
F
6.600
0.162
14
G
2,591
0.059
15
F
51500
0.126
15
G
416
0.010
16
F
5,499
0.126
Filed for Record
in:
Denton Counts
On: Dec 27r2006 at
11:50A
rr"e>
Asa
rL -.
Plat
0 MY
Document Humber:
156020
Amount
86.00
Receipt Humber - 347446
r ,. `, 'J 'Z
But
f ^
Amanda Hcelro9
`l Nlt rt ltii4ti1y1�
FINAL PLAT
KINGS RIDGE ADDITION !
PHASE THREE
115 RESIDENTIAL LOTS &
12 OPEN SPACE LOTS
DEVELOPED AT PO-160-PH STANDARDS
PROSPER LAND COMPANY, LW H.B.B. & C.R.R. COMPANY SURVEY
P.D. Box 80233r ABSTRACT No. 174
Dallas, TX 76MO-8331
Telephone: (972) 980-4170 CITY OF PLANO
Contact- David Nhitsett DENTON COUNTY, TEXAS
DRAWN B
CROCKED
JOB No. 18100
Sparr Surveys
2553 C.R. 722
McKinney, Texas 75069
(214) 544-2297
GRAPHIC SCALE
IN FEET CURVE TABLES
OWNER'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS: 1" = 60' Whiteford Limited Partners No. DELTA RADIUS ARC CHORD
LOT 61% BLOCK 0 30 60 120 Clerk's File No, UT 89°-47'29" 33.50, 52_5 U N 45026'33W 47.29
That, Prosper Land Company, L.L.C. and Toll Dallas TX, LLC, acting herein by and through the undersigned 2004-132215 POIN T OF C6 28010'30" 250.09 122.94' S 7512228'W 121.70'
WHEREAS Prosper Land Company, L.L.C. is the owner of all of Lot 6, Block G of Kings Ridge Addition Phase authority, do hereby adopt this plat designating the herein above described property as KINGS RIDGE ADDITION RPRDCT C7 90000,31" 33.50, 52.6S S 44027'27"W 47.38!
Three, an addition to the City of Piano according to the plat thereof recorded in Cabinet X, Page 450 of the Plat PHASE THREE Lot 2R, Lot 3R, and Lot 4R, Block A and Lot 6R, Block G, being a replat of Lot 2, Lot 3 and Lot 4, BEGINNING Ca 89059'29" n5o, 52.62' S 45c3233' E 47.3r
Records of Denton County, Texas (PRDCT), and being more particularly described as follows: Block A and Lot 6, Block G, an addition to the City of Piano, Texas, and do hereby dedicate, in fee simple, to the C17 12048'29" 480.00' 107.30' S 83103'32"W 107.08'
public use forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street purposes. C36 47034'02" 77.50' 64.34? N 37049'3r E 62.61'
C37 2402241' 92.50, 39.39 S 4712758'W 39,06
intersection of the west line of Spring Greek Parkway (160 foot right-of-way)with the north line of Kings Manor Lane (60 on this plat No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed CITY OF THE COLONY N 8M43' E T76 02' FIR C39 10048'25" 480.00' 90.51, S 71015'06'W 90A9
BEGINNING at a 5/8-Inch iron rod set with plastic cap stamped "Sparc %rveys7 at the north end of a comerclip at the The easements and public use areas, as shown, are dedicated, for the public use forever, for the purpose indicated 1 0
PO' BE(
tot right-of-way); upon, over or across the easements shown, except that landscape improvements may be placed in landscape 105.OV 71.02' N , 112- 15'x1 5' C40 12020'02" 225.09 48A& IN 77041'OZ E 48.34!
easements, if approved by the City of Piano. In addition, utility easements may also be used for the mutual use and I "*Switchgeor C41 25058'14' 58.50, 26.52 N 1212619' E 26.29
THENCE S 4412712" W, along said corner clip, 35.36 feet boa 518-Inch iron rod set with plastic cap stamped "Sparr accommodation of all public utilities desiring to use or using the same unless the easement limits the use to CITY OF PLANO F3 Easement C42 89059'29" 58,50' 91.89 N 451132'3T W 82.7a
Surveys* in the north line of said Kings Manor Lane; particular utilities, said use by public utilities being subordinate to the public's and City of Plano's use thereof. The Wall C43 89047'29" 58.50' 91.67' N 45026'33! W 8Z59
City of Piano and public utility entities shall have the right to remove and keep removed ail or parts of any buildings, 110' And
THENCE S 89-2T43- W, along the north line of said IQngs Manor Lane, 258.90 feet to a 518-inch ton rod set with fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the Wall Maintenance
plastic cap stamped "Sparr Surveys" atthe pointof curvature of a circular curve to the left having a radius of 480.00 feet construction, maintenance, or efficiency of their respective systems in said easements. The City of Piano and public EasementIII LINE TABLES
utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the No. BEARING DIST. No. BEARING DIST.
THENCE southwesterly, continuing along the north line of said Kngs Manor Lane and along said curve to the left, purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or 9 8 7 6 5 4R cq w ^ L8 N 69019'61 W 17.06' UP 'N 23002'45- E 13.59,
removing all or parts of their respective systems without the necessity at any time procuring the permission of L9 N 44027'12" E 27,07' L54 N 0&17'09'W 20.84'
through a central angle of 12048'29' an arc distance of 107.30 feet and having a chord which beats S 83cf)S32" W, 3R L21 S 449271 2W 21.2 V L55 N W42'51' E 20.00'
107.08feet to a 6/8-inch iron rod set with plastiocap stamped "Span*Surveye at the intersection of the north line of said anyone. 10' COSERV L26 N 0003248" W 1.66' L56 S 06017'09'E 19. 64'
Kings Manor Lane with the east line of Luxborough Drive (variable width right-of-way); This plat is approved subject to all platting ordi nances, rules, regulations, and resolutio, ns of the City of Piano, Texas. cu Easement L27 N 0003248"W 10.00, L57 N 45032'17"W 14.14'
THENCE N 2400907- W, departing the north line of said Kings Manor Lane, along the east line of said Luxborough It L28 N 89027'12" E 20.00' L58 N 0003248W 10.00,
Drive, 118A7 feet to a 5/8-inch eon rod set with plastic cap stamped 'Sparr Surveys" at the south end ofa comer dip at Witness my hand this day of 2010. 51 UE I w L29 S 0003T4 8" E 10.00,
the Intersection of the east line of said Luxborough Drive with the south line of Tabernacle Drive (50 foot right-of-way); C-4
THENCE N 23002'45- E, along said corner dip, 13.59 feet to a 5/8-inch iron rod set with plastic cap stamped 'Sparr PORTOBELLO DRIVE NOTES:
Surveys', lying Ina non -tangent circular curve to the right having a radius of 225,00 feet; N 89*39'43" E rbo 5' Wall And Wall
'Michael N. Mayes Robert G. PaUTI- 23 C, I co Maintenance Easement 1) BEARINGS ESTABLISHED BY ASSUMING S 0(r32'48- E ALONG THE
THENCE northeasterly, along the south line of said Tabernacle Drive and said curve to the right, through a central angle Prosper Land Company, L.L.C. Toll Dallas TX, LLC 6.62' 'to" 8 &M431 W To The Kings Ridge WEST LINE OF SPRING CREEK PARKWAY.
of 12120'02' an arc distance of 48A3 feet and having a chord which bears N 77041'02* E, 48.34 feet to a 5/8-inch iron STATE OF TEXAS _�'<-5' COSERV Homeowners Association
Ridge V
rod set whirr plastic cap stamped "Sparr Surveys" at the northwest cameral Lot 13, Block Gin said Kings P COUNTY OF COLLIN 8 rrrn
Phase Three; 60.00' a 3.54, Easement 2) ALL PERIMETER BOUNDARY CORNERS, LOT CORNERS, POINTS OF
Before me, the undersigned Notary Public in and for said county and state on this day personally appeared Michael 25, _25' 9 Q) 21? CURVATURE AND TANGENCY ARE 518-INCH IRON RODS WITH
THENCE S 00032'lr E, departing the south line of said Tabernacle Drive, alongthewest line of said Lot 13, Block G, 0' Landscape PLASTIC CAP STAMPED "SPARR SURVEYS" UNLESS NOTED
98.92 feet to a 5/8-inch iron rod set with plastic cap stamped "Sparr Surveys, N. Mayes, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged 10 N 00246' W- Buffer OTHERWISE.
to me that he executed the same for the purpose and considerations therein expressed, and in the capacity therein 8,W2712x W
THENCE S 45032'17' E, along the southwest line of said Lot 13, flock G, 14.14 feet to a 5/8-inch iron rod set with stated. 4509' 'M W?
plant ic cap stamped "Sparr Surveys"; Given under my hand and seal of office this the day of �_C-;T5RQAR'4,2010, 1 8 q I ! 1 95 3) NOTICE: SELLING A PORTION OF THIS ADD IT ION BY METES AND
00 - - - - - - - >0 BOUNDS IS A VIOLATION OF CITY SUBDIVISION ORDINANCE AND STATE
THENCE N 89°2743" E, along the south line of Lot's 7 thru13 in said BlockG, 345.86 feet to a 518-inch iron rod set with S 89*27'12" W 120.00'. PLATTING STATUTES AN D IS SU BJ ECT TO FINES AND WITHOLD IN G OF
lastic cap stamped 'Sparr Surveys"; S.U.E U) UTILITIES AND BUILDING CERTIFICATES.
1) 1 51
SUSAN B. SPMR U MINCING WAY
-inch Iron rod set withiW� My Cornminalon Expireo 4) AN EASEMENT FOR THE BENEFIT OF EACH LOT IS HEREBY RESERVED
L 0+-00-2013 89-27'1 f W 1 �5'-00
W
THENCE N 4,?2T12" I, along the southeast line of Lot? in said Block G, 27.07 feet to a 6/8
Notary Public
plastic cap stamped 'Sparr Surveye; 1� OVER, ACROSS AND UPON EACH LOT ADJOINING TO SUCH LOT FOR
State of Texas 7 WIC14
c� N 892712* E 120. ROOF OVERHANGS NOT EXCEEDING TWO FEET IN WIDTH, AND BRICK
THENCE N 00032'48" W, along the east line of Lot 71n said Block G, 117.57feetto a 5/8-inch iron rod set with plastic LEDGES WHICH SUPPORT EXTERIOR VENEER WALLS AND
cap stamped "Span Surveye: STATE OF TEXAS 34 C*4 -J ASSOCIATED BRICK AND VENEERS NOT EXCEEDING SIX INCHES IN
W
18� 2
S.U.E.r
THENCE N 69019'51' W, along the northeast line of Lot 7 in said Block G, 17.06 feet to a 5/8-inch iron rod set with COUNTY OF COLLIN 12 W27121 W Wool WIDTH,
-J '0
plastic cap stamped 'Sparr Surveys' in the east line of Queensburg Lane (50 foot right-of-way), and lying In a non- 0 5 UE44
Before me, the undersigned Notary Public in and for said county and State on this day personally appeared Robert -0 Ul) to 5) THERE SHALL BE A 5'COSERV EASEMENT RESERVED OVER THE
tangent circular curve to the lefthaving a radius of 68.50 feet G. Paul, Itnown to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to 42' t�z 1 t<
me that he executed the same for the purpose and considerations therein expressed, and in the capacity therein 6 ✓ to FRONT OF EACH LOT.
THENCE northeasterly, along the east line of said Queensburg Lane and said curve to the left, through a central angle 04
stated. 0 -10' COSERV
of 25058'14' an arc distance of 26.52 feet and having a chord which bears N 12026'19' E� 26.29 feet to a 5/8-inch iron 0' P4 , 6) LOT 6R, BLOCK G CONTINUES TO BE A C OMMON AREA OPEN SPACE AS
V) 110.00Easement he C; CONVEYED TO THE KINGS RIDGE HOMEOWNERS ASSOCIATION.
rod set with plastic cap stamped 'Sparr Surveys, Given under my hand and seal of office this the dayof 2010. (a 13 C�
THENCE N 0003Z48' W, along the east line of said Queensburg Lane, 203.00 feet to a 5/8-inch iron rod set with plastic
cap stamped "Sparr Surveys at the point of curvature ofa circular curve to the left having a radius of 58.50 feet W 5 if) UJ -0
c 2 U� (a
8 to 0011 S
THENCE northwesterly, along the east line of said Queensburg Lane ard said curve to the left, through a central angle
State of Texas 18LK4 if as. L 1!4 A4-
of 89069'29'an arc distance of 91.88 feet and having a chord which bears N 45°32'33"W, 82.73 feet to a 5/8-inch iron Notary Public to W 0 110.00, :Pq 3 z,.rt 14r,
rod set with plastic cap stamped "Sparr Surveys' in the north line of Pritchard Lane (50 foot right-of-way); 0 0 -
ri tAy c«nmrerat Expiraa ��
EPWORTH 0 0 14 00
P4 . :-r irt
in tr)
THENCE 889027'43-W,abng the north line of said Pritchard Lane, 41.51 feet to a 68-inch iron rod set with plastic cap Pq in C1.1
stamped "Sparr Surveys' at the Intersection of the north line of said Pritchard Lane with the east line of Underwood Drive LANE P �4 -0 -3/o 171 ICY 49 4e(;&,
4 0 It f t
(50 foot right-of-wayl Surveyor's Certificate E-4 3 0 it L-0
C; 6
THAT 1, Brad Sparr, do hereby certify that I prepared this plat from an actual and accurate survey of the land and z It
THENCE N 00-32'48- W, along the east line of said Underwood Drive, 49.49 feet to a 518-inch iron rod set with plastic that the comer monuments shown thereon shall be properly placed, under my personal supervision, in accordance 110.00, tit
cap stamped "Spar Surveys" at the southwest comer of Lot 5 in said Block 0; with the SUIJO i 'on regulations of Collin County, Texas. OF 15 9 K
THENCE N 89027'12'E, departing the east line of said Underwood Drive, along the south line of Lot 5 in said Block G, b UJ LOT AREAS:
110.00 feet to a 5/8-inch iron rod set with plastic cap stamped 'Sparr Surveys" at the southeast comer of Lot 5 in said 106
0 AAft
Brad Sparr 1.4 4 U) W
Block G; Lot 2R, Block A 0.19 AC.
Registered Professional - -------- %-. C_ Lot 3R, Block A 0.38 AC.
THENCE N 00°32'49 W, along the east lire of Lots I thru 5 in said Block G, 265.00 feet to a 518-inch iron rod set with BRAD SPARR 110.00,
plastic cap stamped 'Sparr Surveys" atthe northeast corner of Lot 1 in said Black Q Land Surveyor No, 3701 Lot 4R, Block A 0.20 Ac.
1 9 Lot 6R, Block G 0.60 AC
16 25' 1 25' '0
THENCE S 8912712' W, along the north line of Lot I in said Block G, 110.00 feet to a 5/8-inch iron rod set with plastic (a - - 03
cap stamped 'Sparr Surveys" at the northwest comer of Lot I in said Block G and lying in the east line of said STATE OF TEXAS 5 Fq Existing
COUNTY OF COLLIN 0 0
Underwood Drive; 2 U) - -Drainage Esmt.
Before me, the undersigned Notary Public in and for said county and State on this day personally appeared Brad 9 N W2712E T W.4 I Vol. 4512, Pg. 392
THENCE N 00°32'48' W, along the east line of said Underwood Drive, 10.00 feet to a 6/8-Inch iron rod set with plastic Sparr, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to (Private Drainage RPRDCT PURPOSE STATEMENT:
cap stamped 'Sparr Surveys' at the intersection of the east line of said Underwood Drive with the south line of Mincing Easement)
me that he executed the same for the purpose and considerations therein expressed, and in the capacity therein 17
Way (50 foot fight -of -way); I 67ME
25' 25' 5 U�E'6 10' No THE PURPOSE OF THIS REPLAT IS TO REVERSE THE ZERO SIDE YARD
stated.
6R Build Line SETBACK FOR BLOCK A, LOTS 2R AND 3R, TO DEDICATE MAINTENANCE
Given under my hand and seal of office this the day of BTP
THENCE N 8912T12' E, along the south line of said Mincing Way, 120.00 feet to a 5/8-inch iron rod set with plastic cap 2010, EASEMENTS ON BLOCK A, LOTS 3R AND 4R AND TO ESTABLISH A NO
stamped 'Spa rr Surveys' at the intersection of the south lineof said Mincing Way with the west line of said SpringCreek SUE
g, BUILD SETBACK LINE OF BLOCK G, LOT 6R. NO LOT BOUNDARIES ARE
Parkway; 15.32' (71 AFFECTED BY THIS REPLAT.
(714
leMN-S SUSAN S. SPARR
My comminlon Fxptraa
THENCE S 00032*48' E, along the west line of said Spring Creek Parkway, 739.51 feet to the POINT of BEGINNING Notary Public '--15' Drainage
and containing 25,973 square feet or, 0.60 acre of land. State of Texas 04-06-2013 N 66.51'
236.51' Q Easement
-1 S 89*2743 W 303.0i ' 8 892743' W 29 U1
PRITCHARD LANE 4151' .11-da"
5
OF e,
Z415z� Filed for Recoi,d in
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OWNER'S CERTIFICATE C;
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LOT 2R, LOT 3R and LOT 4R, BLOCK A CERTIFICATE OF APPROVAL 4, 5' Gas Line Denton couflt�
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T'r r zoi Easement
WHEREAS Toll Dallas TX LLCistheownerofall of Lot 2,BlockAand, Prosper Land Company, L.L.C. is the owner
at11:36A
Approved this day of As a of all of Lot 3 and Lot 4, Block A of Kings Ridge Addition Phase Three, an addition to the City of Plano according to 2010 by the Planning and Zoning Commission of the
the plat thereof recorded in Cabinet X, Page 450 of the Plat Records of Denton County, Texas (PRDCT), and being z Plat
City of Plano, Texas. 1_� -<� - -� -10' COSERV KIN0 RIDGE PH THREE
more particularly described as follows: W.P 8 7 6 5 4 2
WS fw-4 8 1 Easement DOC Number: 2010- 38
BEGINNING at a 5f8-Inch Iron rod set with plastic cap stamped 'Sparr Surveys" at the northeast comer of said Lot 3, b 140 of pages:
Af 0 /7:\ c� ( � I A mi o U A t Block A, same being the northwest comer of Lot I in said Block A, and long In the south line of a tract of land as lot lot ju described in deed to Whiteford Limited Partners recorded under Clerk's File No. 2004-132215 In the Real Property (ILI
Records of Denton County, Texas (RPRDCT); C4 �4
airman, Planning- an Commission W 1__� ` b I 80* I 80' RP-Q--iPt Number 66Q15
0 1 B!j r
THENCE S 0003Z48' E, departing the south line of said Whiteford tract, along the west line of Lot I in said Block A Jane florpis
207.94 feetto a 5/84nch Iron rod set with plastic cap stamped 'Sparr Surveyd% STATE OF TEXAS
COUNTY OF COLLIN
04
THENCE S 44°27'1 Z W, along the southeast line of Lot 2 in said Block A, 21.21 feet to a 5/8-inch iron rod set with n :;r TYPICAL
plastic cap stamped "Sparr Surveys; W_ e me, the undersi ned NotaryPublic in and for said county and State on this day personally appeared 0 0 F --- I LEGEAD
W SIGHT & UTILITY ESMT.
THENCE S 89-27'17 W, along the south line of Lot in said Block A, 95.00feetto a 5/8-inch iron rod set with plastic I A known to me to be the person whose name is subscribed to the 9 P4 1 DENOTES ZERO LOT LINE k"
cap stamped "Sparr Surveye in the east line of Underwood Drive (50 foot right-of-wayy, foTegolng instrument and ackriowledged to me that he executed the same forthe purpose and considerations therein (Private Drainage Z -20' Landscape 6' SME DENOTES SIDEYARD MAINTENANCE EASEMENT
expressed, and in the capacity therein stated, 10 11 12 13 14 15 16 Buffer
I f/ V* Easem en t) 6R S,U.E. DENOTES A 10' x 10' SlIGHT & UTILITY EASEMENT N
THENCE N 0013248" W, along the east line of said Underwood Drive, 45.09 feet to a 518-inch iron rod set with plastic Given under my hand and seal of office this the -L-10day of 2010. 0� 1
cap stamped 'Sparr Surveys" at the point of curvature ofa circular curve to the left having a radius of 58.60 feet - FIR DENOTES A FOUND IRON ROD S.U.E. cf)
1 10' Water 5'UE DENOTES A 5' UTILITY EASEMENT _10'
THENCE northwesterly, along the northeast line of said Underwood Drive and along said curve to the left, through a 01, AALL I L27 L28 '---Easement BTP DENOTES EASEMENT ESTABLISHED BY THIS PLAT
0entrzif angle of 89047'29* an arc distance of 91.68 feet and having a chord which bears N 45128'33'W, 82.58 feetto a ... L26::Z 1::* 110.
5/8-inch iron rod set with plastic cap stamped "Sparr Surveys7atthe pointoftangency; Notary Public 'L�� -1_29 STREET
127�� L4�
NL26
�LL31
State of Texas L8
W, along the north line of Portobello Drive (50 foot right�of-way), 8. 17 feet to a 5/8-inch iron rod .01 t��,t-4ry PUMIC 0 OWNER
THENCE S 89c39'43
C1`1 Lot 3 & 4, Block A & Lot 6, Block G Lot 2, Block A
set with plastic cap stamped "Sparr Surveys* at the southwest comer of Lot 4 in said Block A, same being the southeast of Tems S 89-27'43" W 284.48'
comer of Lot 5 in said Block A; mob .100Aa 10A /O,4L 016.6.j pires 1025-20LI3 L8
Fmo AW f Comm. E,,� PROSPER LAND COMPANY, LLC TOLL DALLAS TX, LLC
14275 Midway Road, Suite 100 250 Gibraltar Road 3W
THENCE N 00120'lr W, departing the northeast line of said Portobello Drive, along the west line of Lot insaid Block TABERNACLE DRIVE
CIA C11
Secretary, Planning and ZWng Commission Addison, Texas 75001 Horsham, PA 19044-2323
A and east line of Lot 5 in said Block A, 120.00 to a 5/8-inch Iron rod set with plastic cap stamped "Sparr Surveys' in the Or City Engineer 15
south line of said Whiteford tract; -57.50, 00*- - -,-50.0o,- - - �5b.00'- L - -46.47'- - Telephone: (214) 989-4417 Telephone: (817) 325-8770
Ar '- - - - I 13.655J Contact: Sean Perkins Contact., Robert G. Paul
THENCE N 8903943- E, along the south line of said Whiteford tract 176.02, feet to the POINT of BEGINNING and STATE OF TEXAS G 5' UE1 FINAL REPLAT
containing 33,114 square feet or. 0.76 acre of land. COU NTY OF COLL IN LU
ore me, the undersigned Notary Public in and for said county and State on this day personally appeared b) IN --- -9 known to me to be the person whose name is subscribed to the foregoing 6R CY 13 12 11 q 10 C? 9 0 8 1q 7 K I N GS6 RIDGE ADDITION
_Rm. . - - c e that he executed the same for the purpose and considerations therein C5
ins ni*a We ~edge' 1 12 2 1
expressed, and in the capackytherein stated. (Private Drainage Drainage Esmt.15 - I - PHASE THREE
/ vfj� Easement) -.*.-10' COSERV
Given under my hand and seal of office this the L 4 day of 2010. _00 co Vol. 4454, Pg. 2402 1 5' COSERV LOT 2R, LOT 3R and LOT 4R BLOCK A
RPRDC T Easement SIR Easement
L55 N 89*2r43'E 34586' 0J LOT 6R, BLOCK 0
LOCATION MAP Bross D BEING THREE OD-160-PH LOTS
57.50 50.( 50.00' 35.86'
CATION SCALE 42.50 1
Set In Concrete 4111' --itn I I - 60.00'
NotaryPublic state
Plano 57.78' 6R AND ONE COMMON AREA LOT
State of Texas .3 rp;4it BEING A REPLAT OF
. -.Yp 11IR CHIN ON State Plane Coordinates S.U.E. 67.02' SjIRO• LOT 2, LOT 3 AND LOT 4, BLOCK A
�A MM ON Wp� NIGTON North Central Zone L25 17, 0, S 8V2743' W 258.90'
Notary Public N- 7,077,351.40114 -eplat C17 LOT 6, BLOCK G
State of Texas Kings Ridge Addition POIN T OF
E: 2,472,981.47974 20.04' KINGS RIDGE ADDITION PHASE THREE
Comm. Cypires 10-25-2013 Efev- 605.10 Phase Two 17,50' KINGS MANOR LANE CAB, X, PG, 450 PRDCT
PROJECT Cob. W Pg. 828 12.5' Drainage (60' R.O.W.) BEGINNING BEING SITUATED IN THE
S.U.E.ca Esmt. S 04'34'12" E 1479.48' (calc) TO THE B. B. B. & C.R.R. COMPANY SURVEY
< SE CORNER OF THE B.B.B. & C.R.R.
1 0 5' COSERV Esmt. COMPANY SURVEY, ABSTRACT No. 174 ABSTRACT No.174
SPRING Cob. V, Pg. 292 CITY OF PLANO
of PRDCT
ce . PKWY DENTON COUNTY, TEXAS
LJ DRAWN By. B. D. S. /CAD
Lot
7
Lot
8
Lot
9
Lot
10
Lot Lot
11 1 12
Replat
Kings Ridge Addition
Phase Two
Cob. V, Pg. 292
Lot
13
Lot
14
DENTON. Do%r.*,: .000000038 03/0512010. V/P: .0000038 12010
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