SL2983AA = 36"11'4V
CD=N19°1ft'
R = 11389.00'
L - 877.45'
LC = 862.93'
Amaranth ll, LP
2006-83395
'y
WIER
ti 1/2" CRF
X5 r f' L4
4Zy� OaQ' 4? f:,c
��o � �. ��� :;.•,ice � / 35
only
rrf t4 f/ 1
R \
/2" CRF ..508
1/2" CRS
r ,
�.; ,- •;;r 15 Grass only
waterline easement
S 89"03'48" W498.72' _.
N 89"03'48" >; 485 7'
20' Drainage Eas
UT f\ (see note
15' Grass my
waterline ease ent
)roinage and Gross (see note #1
waterline easement
(see note #1)
co
give Var. Width �►��
ion Per this Plat 0
Acres).
ts1
�• f •�' s7• ix "rA �.
. p-i91 ( "
0
25' Drainage Easement 15' Grass only
(see note #2) waterline easement
(see note #1)
40' Drainage Easement
(see note #2)
MATCHUN EET 113 `�.z ig
,a$ MATCHLINE SHEET 2/3
ROW Ded
0.
r
t I
1) A ten (10') foot building setback line from all waterline
easements is required
2) A five (5') foot building setback line from ail drainage
easements is required
3) Bearings based on west line of Lewisville I.S.D.
Tract recorded in Vol. 5273, Pg. 26.62.
4) Windhaven Drive Railroad Underpass Escrow = $274,006.25
escrow to be paid prior to the acceptance of the public improvements
5) Windhaven Drive Escrow, including left turn lanes
and sidewalk = $151,250.00 escrow to be paid prior to the acceptance;
of the public improvements
6) School zone apparatus escrow for Windhoven Drive = $8,000.00
escrow to be paid prior to the acceptance of the public improvements
7) All block corners have been set using a 1/2 inch rebor with a
plastic cap stamped G&A. Upon completion of construction all lot
corners will be set using the some type of monument, except in
situations where the corner falls on concrete or on a retaining
wall. In these situations an alternate monument will be set in such
as a scribed X or PK nail.
! NE
C.O.A. Control of Access
C.R.F. Capped Rebar Found
C.R.S. Capped Rebar Set (G&A)
R.F. Rebar Found
Mon. Monument
Fnd. Found
U.E. Utility Easement
D.E. Drainage Easement
B.L. Building Line
R.O.W. Right -of -Way
P.O.B. Point of Beginning
Ask
Ex. 45' er
Rent Trinity Eas. ent \ -\ �• `
(cc# 69130080 ) \
\ G&A
\ CRF
POINT OF
`94^`'` BEGINNING `.
rrn `\ev
Q
I O 0 QQ
o�t m
f 0�.�
o� t _4
CO .=U)vO
O'Lt
# 9 -o
L35 A' \
Temporary Variable Width :Z� c's
�_ p
y. Drainage Easement rCn
L37 l (2006-85468)
CV
To be abandoned per
1f
* \\ this plat
I
4________________________„___________._____
NUMBER
DELTA ANGLE
CHORD DWC71ON
TANGENT
RADIUS
ARC LENGTH
CHORD LENGTH
ci
10*15*17'
N 122755" E
117.01
1304.00
233.39
23&08
C2
125WW
S 58'4r5r E
109.56
475.00
21&36
213.52
C3
204204"
S 56'09'3r E
950
299.50
10&21
107.62
C4
20'42'04"
N 56+09'36" W
51.96
284.50
10279
102.23
C5
1116'36*
N 5126'49` W
4&37
490:00
96.43
196.27
C6
1256'51'
N MV45" W
55.60
49&OD
1*33
110.49
C7
19'02'3r
N 2r4W24' E
217.03
1294.00
430.06
428.09
C8
09'51'4r
S 3221'49' W
114.60
1329.00
22&75
228.46
C9
003831'
S 27'06'34' W
7.50
1339.00
15.00
15.00
C10
04'11'447"
S 24'41'16' W
148.69
1329.00
97.34
97.32
C11
06'4531"
S 09'525r W
178.48
1329.00
156.77
156.68
BOUNDARY LINE - CURVE TABLE
C12
08'42'fi"
N 052V " E
101.89
1339.04
203.39
203.20
013
15Y19'07"
N 1723'43' E
31.59
237.50
62.81
62.62
C144
1026'06"
N 19.4512' E
23.97
262.50
47.81
47.74
C15
02 a(i25"
N 15'57'20' E
32.90
1327.00
65.78
65.77
Ct6
i4'1&5r
N 30'Wlf E
16&16
1339.00
334.56
333.69
EASEMENT -. LINE TABLE
NUMBER
DIRECTION
DISTANCE
NUMBER
DIRECTION
DISTANCE
L1
N 89'3io0" E
12.Ox
L24
EAST
106 e
Lz
N 4436'59" E
2&90
L25
SOUTH
45.00'
L3
S 0138'23" E
I&O0
L26
EAST
15.00'
L4
S 4+'W59' W
26.90'
L27
NORTH
4&0(1
L5
S 89 37'od" W
1&41T
L26
T 6630'3r E
189.10'
L6
NORTH
34.63
E29
S 213Q 46 E
48 73'
L7
N 66'30'38' W
114.09'
L30
S 66303r E
208_%W
9
N 213W 3r W
6&75
L31
S 21'30'38 E
36.33'
5
N 66 30.38" W
208.45
L32
S 662W2r W
10.007
L10
N 21'W46' W
4&7,V
L33
S 21'30 W E
15.00'
L11
N 66'MW W
19&43'
L34
N 68-022' E
10.00'
L12
WEST
122.02'
L35
9 663d 38" W
7.00
53
W 52'42'20' W
42.04'
L36
S 2329'2r W
15.00'
L14
N 371757' E
27.20'
L37
S 6630'38" E
7.00'
L15
N 40'3fi28" E
95.02'
L38
N 32VriEr E
68.OI1'
L16
N 6242'46' W
20.55
L39
N 5r"57'4r W
15.00
L17
IS 403W28' W
81.29'
L40
S 32'OZ'18' W
6&00'
L18
IN 5922'38" E
124.3r
L41
N 7147'10" W
109.35'
L19 '
N 30-02r W
40.08
L42
N 371757` E
116.96'
L20
S 592236" W
51.5s
L43
N 625241 W
10.00'
L21
S 714710' E
119.27'
L44
S 62'52'4r E
10.00'
L2z _
SOUTH
f0j
L45
S 371r57` W..
61.96'
L23
S 5242'20' E
47.10'
L46
IS 592x38- W
12.52'
BOUNDARY LINE - LINE TABLE
L47
N 645636" E
31.40'
L48
N 19'56'36" E
74.50'
L49
N 250325" W
47.59'
L50
N 371740 E
51.9W
L51
N 821r43` E
32.53'
L52
N 37'1740' E
4&00'
L53
IN 07'42723' W
32.53
N
Lewlsvl% TX e'
&%4762
Fax •3W-03
Contact Mark Ross
ee 1 100 200 300 Feet
_#-#-#'-#-#
� t3 (,�.� � � l#� cxt l� �Qtf�IS� ,-rR
�09' C/L
I S
S), ag-"r-2H
- U.S., ELEMENTARY
S H OL#39 ADDMON
Lot 1, Block A
50 77p- Acres
Zoned Ply
in the
B.B.B. & C.R.R. CO. SURVEY NO.180,
J.'Vlt JOHNSON SURVEY NO. 1609 and
AMOS SINGLETON SURVEY-NO.1138
CITY OF LENSVII.L.E .
DENTON COUNTY, TEXAS
SiFIEI'"CA>�!I!TG * PiA7119!tG.
CiVlELI * ai1KVI:YiNG
1 ' O
Yhoa�e-{97�'j S3tiiA'�`12 : * t�1:4115
Rev. 03/29/07 P0.11MIM L wiae,11111:set?5W (3:
Rev: 05/17/07
DRAWN BY: S.M. DATE: 03/05/07 SCALE: 1'=100' JOB No. 0626.4-
"
o
YD
r
c.
im
Em
r
catc
Cr
--I
M
C"
rr
ex.
,1J.
_,
I
co.0
µ
-0
ca
co
MATCHUNE SHEET 1/3
WM *man wo � am vmswwft-�- -awjtz� or �aw�
f :7 t- - - - - - - - - - - - - 0 - - - - - - - - - - -
MATCHUNE SHEET 2/3 Temporary Variable Width
40' Drainage Easement Drainage Easement
(see note #2)
(2006-85468)
C0,4 Windhaven Drive Var. Width To be abandoned per
-----------
S� 409
12z�, 0) ROW Dedication Per this Plot W 409.47 _tM PW
Q0 'C,,15/�e RF M
/I CRF (1.689 Acres) CM
1 '2* CRF I-
KA 1/2- CRF
L22
A 00*40'34" 5k - --�'C
5,
I CRF CD N 00046"41" E V Gross only
1.
1/2' JC t5�- 00
N 89019 51 V R 1339.00 U3 waterline easement
50.00' L = 15.80' 13 (see to #1)
LC 15.80** to
0
Iva
A 200'38**5
*53 04 e ROW Dedication
n: '0
09 1 0
CD = N 'oven Drive
Vinah,
R = 915-00'
L = 329-76'
LC = 327-98'
z
04
0) 2e-"�Access Easement
(2006-85471)
Lot 1 Block A
Crossroads Centre South
Addtion Phase I
(X/1 63)
%0
CRF
G&A
N 00*13`54" E
99.94" —
L E G E N D
C.O.A.
Control of Access
C.R.F.
Capped Rebor Found
C.R.S.
Capped Rebor Set (G&A)
R.F.
Rebor Found
Mon.
Monument
Fnd.
Found
U.E.
Utility Easement
D.E.
Drainage Easement
B.L.
Building Line
R.O.W.
Right -of -Way
P.O.B.
Point of Beginning
20*2628"
N 09*59' 19"
R 1015.00 L
12'
LC = 38-0.20"
10' Pe:
Access
(2006--
Af 45004'32" W
25.32'
15 Gross only
waterline 6asemen
/( see note #T)
U 89,22 00"--k4
S 89*37'00' W i
20' Util. Esmt
(2006-85467)
=75' B.L.
9
v `b
%zA t- ('-&\o A
o
15' Gross only
waterline easement
(X/20o
cq
000
ON
Ella 0*'U
W Electric Easement t-*Cn X r-
(X/20)
J-0
N
Temporary Variable N
Width Drainage Easement
(2006-85472) W Pedestrian
To be abandoned per Access Easement
,36 Water/Sewer Esmt
5E (X/20)
this plot - -85466) �006
--75*'75' B.L.
F—
�-4
GR CRF
- — — - - - - - - - - - -
R. n per this Plat 01. 9'
)X Dedicatio
G&A
1/2
Voridble Width
.0.934 CRF
Z� 87001,570 360-V
1 /2* W
,/22» CRF 1/2" RK IV 89*47'04" W 442.021 ile CR ti-,o
survey tine _APPROX. CITY
L-/
surLey Tine',
4 4
-MTS E M 5-- -
A = 03*12'01" Variable Width R.O.W.
CD = S 88*35'19" W
B
1? 5889:58" tie, lim Ph. I Sect. B
'a "
1C -TTT, I
*Y0, (Cob. V, P9- 875)
C. cop . )<
W
OWNS W,EVEL0-PEQ-
Levi Dwet
15W W. main sum
W*LWHk& TX 76067
Phonec - (972) =4762
Fax (972)-.350-1883
Contact Mark Ross
Feet
1-.4 J-4 1
FINAL PLAT
L.I.S.D. ELEME"INTARIF
SCHOOL #3s AQDITION
Lot 1, Block A
50.770 Acres
Zoned PU
in the
B.B.B. & C.R.R. CO. SURVEY NO. 180,
J.W. JOHNSON SURVEY NO. 1609 and
AMOS SINGLETON SURVEY NO. 1138
CITY OF LEWISVILLE
DENTON COUN-N, TEXAS
Xj W41 t
Rev: 03/29/07
Rev. 05/17/07
DRAWN BY: S.M. DATE: 03/05/07 SCALE. 1"=100'
tc
0
a
92
N
Li
Na
cv,
C
M.
LS
JOB NO. 0,6-`2,--,1j5.-4-,
z
M
M
I
Amaranth ll, LP
2006-83395
y
R \
/2" CRF ..508
1j2" CRS
-�A� `S'•� �'
KS,
; 15T Grass only �T
%.' f waterline easement
S 89"03'48" W 498.72'
N 89.03A6 >; 485.27'
20' Drar`riage Eas
L24 \ (see noteotr
15' Grass my
waterline ease ent
)roinage and Gross (see note #1
waterline easement
(see note #1)
co
Windhdvfen Drive Var. Width `� �►
ROW Ded tion Per this Plat � �� �
'✓i'�;aa.' I 1.6 Acres -
J 1. rl,lir
0 0:
f u.1
r 0
CD = N 19°11'5t7' ;r�'
L = 877.45' Rio rsa
LC 862.93'
25 Drainage Easement 15 Grass only
!•`f• .. (see note #2) waterline easement
(see note #1)
IV
�, ,> ,• p 40 Drainage Easement
fy14s 1, (see note #2)
MATCHLIN EET 113 a.9e>
rl 11�t wF ;j �! 1� aA w)'iwR s w aAw Fr f� fM wit aw a� alb �w s T�'.a 1� r� rF 1w e:;r" rF rr r� �f r� r1 �I awl ib,tw r Fr w Mlr s 1�
MATCHLINE SHEET 2/3
f 35'
only
1) A ten (10') foot building setback line from all waterline
easements is required
2) A five (5') foot building setback line from ail drainage
easements is required
3) Bearings based on west line of Lewisville I.S.D.
Tract recorded in Vol. 5273, Pg. 26.62.
4) Windhaven Drive Railroad Underpass Escrow = $274,006.25
escrow to be paid prior to the acceptance of the public improvements
5) Windhaven Drive Escrow, including left turn lanes
and sidewalk = $151,250.00 escrow to be paid prior to the acceptance;
of the public improvements
6) School zone apparatus escrow for Windhoven Drive = $8,000.00
escrow to be paid prior to the acceptance of the public improvements
7) All block corners have been set using a 1/2 inch rebor with a
plastic cap stamped G&A. Upon completion of construction all lot
corners will be set using the some type of monument, except in
situations where the corner falls on concrete or on a retaining
wall. In these situations an alternate monument will be set in such
as a scribed X or PK nail.
! NE
C.O.A. Control of Access
C.R.F. Capped Rebar Found
C.R.S. Capped Rebar Set (G&A)
R.F. Rebar Found
Mon. Monument
Fnd. Found
U.E. Utility Easement
D.E. Drainage Easement
B.L. Building Line
R.O.W. Right -of -Way
P.O.B. Point of Beginning
_.� V `
f fiT "�I�j
Ex. 45' er
neat Trinity Eas.� ent -\ �•
(cc# 69R00)
\ G&ACRF
\4•g c
11; fl POINT OF '�..
490, `'~ `���� �' 1 BEGINNING �.
- -
L32 co
L34 10 �16 0
ON,
a Q Q
g I� m =�.�
9-6 "
Ih
rq L35 r \ Temporary Variable Width : c's
�� cp
:� y. . Drainage Easement cr, Cn
L37e (2006-85468)
CV CV
To be abandoned per
1f
this plat
&
�j
I MF��w��e�s
NUMBER
DELTA ANGLE
CHORD DWC71ON
TANGENT
RADIUS
ARC LENGTH
CHORD LENGTH
ci
10*15*17'
N 122755" E
117.01
1304.00
233.39
23&08
C2
25'S8 W
S 58'475Y E
109.56
475.00
21&36
213.52
C3
204204"
S 58'09'36' E
54.70
299.50
10&21
107.62
C4
20.42'04'
N 56+D9'36" W
51.96
28450
10279
102.23
C5
1116'30"
N 5126'49` W
4&37
490:00
196.43
96.27
C6
1256'51'
N MV45' W
55.60
49&OD
1%.73
110.49
C7
19'0233"
N 274W24 E
217.03
1294.00
430.06
428.09
C8
09'51'42"
S 3221'49' W
114.60
1329.00
22&75
228.46
C9
003831'
S 27VW34' W
7.50
1339.00
15.00
15.00
Ci0
04'11'447"
S 24'41'16' W
4&69
1329.001
97.34
97.32
CIt
I 064531'
Is 09152'52" W
178.48
11329.00
156.77
1156.68
BOUNDARY LINE - CURVE TABLE
C12
08'42'fi"
N 0520V E
i0189
1339.
20339
203.20
013
15VW07"
N 1723'43' E
31.59
237.50
62.81
62.62
C144
1026'06"
N 19'451Y E
23.97
262 50
47.81
47.74
C15
02 a(i25"
N 15'57'20' E
32.90
1327.00
65.78
65.77
Ct6
i4'1&5r
N 30"08'11" E
16&16
1339.00
334.56
333.69
EA 1T -. LINE TABLE
NUMBER
IDIRECTION
DISTANCE
NUMBER
DIRECTION
DISTANCE
L1
IN WOW E
12.02'
L24
EAST
108 e
Lz
IN 4436'59" E
2&90
L25
SOUTH
45.00'
L3
S 0138'23" E
I&O0
L26
EAST
15.00'
L4
S 4+'W59' W
2&90'
L27
NORTH
4&0(1
L5
S WOW W W
WIT
L28
S 6630'38' E
189.10'
L6
NORTH
34.83
IA
S 213Q 46 E
48 73'
L7
N 66'30'38' W
114.09
L3D
s 663036" E
208.4W
L8
N 2I30 38" W
6&75
L31
S 21'30'38 E
36.33'
L9
N 66 30.38" W
208.45
L32
S 682W22' W
10.007
L10
N 21'W46' W
4&7,V
L33
S 21'30'SB• E
15.00'
L11
N 66'MW W
19&43'
L34
N 6829'22' E
10.00'
L12
WEST
122.02'
L35
N 663d 38" W
7.00
L13
N 52'42'20' W
42.04'
L36
S 2329'22" W
1&00'
L14
N 371757' E
27.20'
L37
S 6630'38" E
7.00'
L15
N 40'3fi 2W E
95.OX
L38
N 32iD218" E
66.0I1'
-
N 6242'46' W
20.55
L39
N 5T57'42" W
15.00
L17
S 403W28' W
81.2W
L40
S 32*02'18' W
6&00'
L.18
N 5922'38" E
124.37'
L41
N 714710" W
109.35
59
N 303722' W
40.08
L42
N 371757' E
116.98'
L20
T 59' 5-W W
51.53'
L43
N 62'52'41 W
10-OW
121
S 714710' E
119.27'
L44
S B2'52'41' E
10.00'
L22
SOUTH
19.83
L45
S 3717'S7` W..
si.sa'
L23
IS 5242'20' E
IS 592x38- W
12 52'
0.2.
BOUNDARY LINE - LINE TABLE
L47
N 645636" E
31.40'
L48
N 19.56'36" E
74.5Q
L49
N 25'0VW W
47.59'
L50
N 371740 E
51:98'
L51
N 8217'4r E
32.53'
t5z
N 37'17'40- E
144 OW
L53
IN 07'42723' W
32.53
a
O_VMMMEVELOPM
Lewlsvl% TX e'
&%4762
Fax •3W-03
Contact Mark Ron
ee 0 100 200 300 Feet
� t3 (,�.� � � l#� cxt l� �Qtf�IS� , AC
+ 10 4?610(_
�1 S09 C/L
S),aa-"r-2
U.S.O. ELEMENTARY
SCHOOL#39 ADDMON
Lot 1, Block A
50: 7p Acres
Zoned Ply
in the
B.B.B. & C.R.R. CO. SURVEY NO.180,
J.'Vlt JOHNSON SURVEY NO. 1609 and
AMOS SINGLETON SURVEY-NO.1138
CITY OF LENSVII.L.E .
DENTON COUNTY, TEXAS
'Uan jnc
SiFIEI'"'_A 41PiA7'1Qm
CiME[� TG * ai1KVI:YiNG
phone-{9 4� 41360M * t�1:4 115
Rev- 03/29/07 P0.11MI398 * Lerrbd1he,10W75(W (9:
Rev: 05/17/07
DRAWN BY: S.M. DATE: 03/05/07 SCALE: 1'=100' J0B No. 0626.4-
s
"
o
YDR...
r
c.
im
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n�
9
mc
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car
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rr
ex.
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,
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µ
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C
co
�
MATCHUNE SHEET 1/3•
f ;M, a r
MATCHUNE SHEET 2/3
lj
40' Drainage Easement
(see note #2)
9
0 Windhaven Drive Var. Width
0; ROW Dedication Per this Plot
C
(1.689 Acres)
11 '2* CR CRF
o A = 00*40'34" 5k -
N 89019'*51" r CRF CD N 00046"41" E >-
50.00' R 1339.00" U3
L = 15.8013
LC 15.80**
to
0
A 200'38**5
CD = N 09*53 04" Winahaven Drive ROW Dedication ca
R = 915.00, N,,(2006-85470)
L = 329.76'
LC = 327-98'
as
CRC'
Ul
Lot 1 Block A
Crossroads Centre South
Addtion Phase 1
(X/1 63) 0
z
1 '2-'CRI
11 cA
vk�
N 00*13'5,A" E
99.94"
L E G E N D
C.O.A.
Control of Access
C.R.F.
Capped Rebor Found
C.R.S.
Capped Rebor Set (G&A)
R.F.
Rebor Found
Mon.
Monument
Fnd.
Found
U.E.tility
Easement
D.E.
Drainage Easement
B.L.
Building Line
R.O.W.
Right -of -Way
P.O.B.
Point of Beginning
Easement
15471}
9
20*2628"
ff 09059, 1-9"
R 1015.00
L 12'
LC = 3fik20'
ALZI
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
Temporary Variable Width
Drainage Easement
(2006-85468)
RF WNST 409.47'
To be abandoned per
L22-- 1/2" CRF
'er 444S PW
I
V Gross only 1/-2
waterline easement
(see to #1)
dot
0
,0
<
o
15' Gross only
eaem waterline ent
s
(X/20)
elf
C, %
000
C14
Ella D*,U
W Electric Easement
(X/20)
0 �a
Access
Temporary Variable
ase�ment Width Drainage Easement
(2006 8546'!R,)I
(2006-85472) W Pedestrian
To be abandoned per 6 Water Sewer Esmt Access Easement
K 45004'32'" W 1 15' droi�s; only 20' Util. Esmt 31 - (X/20)
this plot -85466)
25.32' waterline easement (2006-85467)
�006
mt C,
see note #T) 5' B.L. 75' B.L.
U 99022 00" 041-1-41'
L3 T
S 8.9-3'7'00*-W-5d5-52!
F—
CRF
------ ----
Voridble Width R. this9 Ito
G&A
1/2 /z:
.0.934 AcresX,
Z/ CRF
S 87901'57" W 360-93
x/
/.;. , , . I ", , xx,
K\89
P '3700"
t./82 CRF 1/2" 0- N 89*47'04" W 442.02' /
RS 1/2CRS
- survey line APPROX. CITYw survey line F M 54 4
LIMI I Z3 A = 03*12'01" Variable Width R.O.W.
CD = S 88*35'19" W
B
1? 5889:58" C tie 1jill Ph. I Sect. B
e "
*Y0, -TTr, q
1C (Cob. V, P9- 875)
RT
OWNER/DEVELOPER
Levi Dwat
15W W. main sum
LewLWH1% TX 76067
PhCM - (972) =4762
Fax (972)-.350-1883
Contact Mark Ross
Fejj
FINAL PLAT
L.I.S.D. ELEME'llNTARIF
SCHOOL #3s AQDITION
Lot 1, Block A
50.770 Acres
Zoned PU
in the
B.B.B. & C.R.R. CO. SURVEY NO. 180,
J.W. JOHNSON SURVEY NO. 1609 and
AMOS SINGLETON SURVEY NO. 1138
CITY OF LEWISVILLE
DENTON COUN-N. TEXAS
G 8� �.CQ�� �, one.
Rev: 03/29/07
Rev. 05/17/07
DRAWN BY: S.M. DATE: 03/05/07 SCALE. 1"=100'
tc
0
a
92
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to
Na
cv,
C
M.
JOB NO. 0,6-`2,-,16.-4-,
z
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