SA0227ATHOMAS J. & SHARON M. KN
C.C.F.#95-0060223
17.215 ACRES
5/8"IRS
RIGHT-OF-WAY
DEDICATION -
ro
J
N UJ
J LLIU
OF RICHARD C. MYERS 10 ACRES
ING C.C.F. 9� 8-0063688
�89'18'06"E 498.73'
5.39 276.57'
i N89'18'06"E 246,84'
S h 127.42' z65.00'w 54.4,
15� a S F\ 1u O 0' o�
JVARIABLE YADTH A. o > P M
(SIDEWALK, LANDSCAPE & Q. 3 0 2 0 of
o+1
OSERV ELECTRIC ESMT. Ste; o o
1 11 3X � .
/ 4
Z
Q 1111.59, * 35 p 5/8'1RS
N I 5 S88'19'19"E lc6 L6
109.86' 'v
a ° 110.00' � }p� 34 10, 3
3 J 6 pt tt33p' L9Io N
tN� W = 7 I W
O n I k 32 I= I� En
" N L4
W • wl I
_ ,.------- ---- LO c� ' 8 i f 31 I= 5/8"IRS
A m „ I 5 8"IRS_
d' W 30 6 L12 3BEI�
�0V > ( j I 0 a 115.30'
Ui i/) o k 29 I= 118 1
J
U¢ W 0. .y 10 i I „ tO S88'19'19°I
z o� I f 28 I= 0 112..00'
d Z v ca~i n R W
ci D) ai o W,z CO >-a I 27 a = I 20
0.i� 12 1' W
A z k 26 CJ „
W o ? I' 0 = 3 21
d Q w °'0 13 I-'I•IxI
w I (O 25 m 22
=1
n N WCo
• 35 w r 5 UUE 't „
Zw ¢= I 14 �i I k 24 =n I 23 :I
z
I
IALD BAILEY STALLINGS &
AELLE ROGERS STALLINGS
1436, PG. 216, R.P.R.D.C.T.
3 8' IRS
��Iz'
13.85'
I�
o S02'07'58"E
189.72
NR W 25.00'
11��
A=4638'46"
R=1715.00'
s/s"IRS
L=139.07
Cb=S89'21 *18"W
Ch=139.03'
A=5'49'51"
R=2771.00'
L=282.00'
Cb=N88'45'46"E
Ch=281.88'
Wes 25.00'
1 44.02' L13 i
17
;8'19'19"E
113.00,
O 16 t?
.It fH
( 15 I= N ( M
14 0
r�
�I 3
00 13 o
p :12
N O
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11 m_ M
Q \ o I f 23
Z 5/8-IRS]
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LEGEND
U.E.
UTILITY EASEMENT
D.E.
DRAINAGE EASEMENT
W.E.
WATER EASEMENT
S.S.E.
SANITARY SEWER EASEMENT
BL
BUILDING SETBACK LINE
5/8-IRS
5/8-INCH IRON ROD W/CAP MARKED
PETITT-RPLS 4087" SET
1/2-IRF
IRON ROD FOUND
TXDOT
TEXAS DEPT. OF TRANSPORTATION
MON. FND.
MONUMENT FOUND
0
DENOTES STREET NAME CHANGE
R.O.W.
RIGHT-OF-WAY
P.O.B.
POINT OF BEGINNING
A.E.
ACCESS EASEMENT
50'R
50-FOOT RADIUS
K9)
DESIGNATES SUBDIVISION BLOCK
V.E.
VISIBIUTY EASEMENT
S.E.
SIDEWALK EASEMENT
A=5'23'29"
R=275.00'
L=25.88'
Cb=SO1001'03"E
Ch=25.87'
LINE TABLE
LINE
BEARING
ILENGTH
L1
N8819'19"W
95.00
L2
N88'19'19"W
95.00
L3
N88'19'19"W
51.58
L4
S88'19'19"E
4.74
L5
N4622'35"W
8.02
1-6
N88'79'19"W
26.58
L7
NO2'07'58"W
178.46'
L8
1 NO8'35'10"E
70.02
L9
I S88'19'19"E
25.00
LINE TABLE
UNE
BEARING
LENGTH
LID
S68'33'22"E
20.80
L71
N00'40'11"E
54.85
L12
S88'19'19"E
29.74
L13
S03'38'09"E
13.40
L14
S01'40'41"W
95.00
L15
S89`I7'23"E
25.00
L16
N01'40'41"E
1 31.24
CURVE
TABLE
NO.
DELTA
RADIUS
LENGTH
Ch. BRNG
CHORD
Cl
03'18'28"
675.00
38.97
S70'12'36"E
38.96
C2
03'18'28"
725.00
41.85
N70'12'36" W
41.85
C3
90*00,000
48.00
75.40
S46'40'41"W
67.88
C4
04'39'31"
1690.00
137.41
N89.20'56"E
137.37
C5
04'48'06"
2796.00
234.32
N89'16'38"E
234.25
C6
26'14'50"
500.00
229.05
S02'34'14"W
227.05
C7
1 14'00'58"
500.00
122.31
1 N08'41*10"E
122.01
C8
22'40'01"
158.00
62.51
S12'00'12"W
62.10
C9
21'39'31"
158.00
59.73
N12'30'27"E
59.37
C10
12'52'56"
595.00
133.78
SO4'13'14"W
133.50
C11
08'59'01"
525.00
82.32
N06'10'12"E
82.23
C12
11'11'10"
900.00
175.71
N8344'14"W
175.43
C13
17'25'33"
700.00
212.90
N80'34'36"W
212.08
C14
09'35'55"
557.00
93.31
N8429'25"W
93.20
cis
90,000000
48.00
75.40
S43'19'19"E
67.88
C16
14'04'12"
150.00
36.83
N08'42'47"E
36.74
C17
14'04'12"
150.00
36.83
N05'21'25"W
36.74
C18
05'18'50`
250.00
23.19
S00'58'44"E
23.18
C19
06'03'44"
992.00
104.96
N87'40'46"E
104.91
C20
14'04'22"
800.00
196.49
S8818'55"E
196.00
LOT c�c LOT LOT i LOT
R.O.W. R.O.W.
LOT LOT LOT LOT
5 5' 10'
o O
R.O.W. R.O.W.
10'x10' TRANSFORMER PAD ESMT.
N T.S
VALERIAN PROPERTIES
ASSOCIATES, L.P.
VOL 5329 PG 3880
R.P.R.D.C.T.
&--6'03'44'
R=984.00'
L=104.11'
Cb=N87'40'46"E
Ch=104.06'
N.T.S. I
FINAL PLAT
SEASIDE VILLAGE II AT
PROVIDENCE PHASE 7
DENTON COUNTY FRESH WATER SUPPLY DISTRICT No. 9
138 TOTAL LOTS - 136 RESIDENTIAL LOTS - 2 OTHER LOTS
STREET/ALLEY RIGHTS -OF -WAY - 8.592 ACRES
26.241 ACRES
SITUATED IN THE
JAMES BRIDGES SURVEY, ABSTRACT NO. 36
DENTON COUNTY, TEXAS
A=26'47'44"
R=808.00'
L=377.88'
Cb=S81'57'14"E
Ch=374.44'
z 15 I 24
5'UE =1 ,
z p 1 - 1 r - T - - --5-UE...- -I k nN 10
16
1
17
88'19'19"E
o _T b 00
0 18
(aI _166.000'
N88'19'19"
291.00'
N01'40'41
1 5 UE I „ s 8 IRS S8917 23 E 585.07 5/8"IRs / ... _
22 I = v o - - �� T- 5 8 IRS -
1 25 :I to �o31'r23-E--%L;7E7R,0W !45, � C20-"-"'
w a -
p d. 54. 6 4'I: 5'TE .p' 0. 3?J w 6-6 4-9-6g, �.
E - w 5TE - �+T.00j $ 688% 4Ta1 O b8 7.- w
2.32' w 3 r48
21� w I r o
6'
w
W u:
A=14'00'58"
Ld > " !
U
R=475.00'
1%
L=116.20'
t
Cb=N08*41'10"E
//I
Ch=115.91'
'E
j
A=25'39'23"
l
R=525.00'
l
L=235.09'
/
Cb=NO2*51*57"E
f
Ch=233.13'
" Z m 26 Ip 8 O 25 N ZN p24 I O m <F N N. N v(o N.'
o ;ro =23 =22 21 =20 .19'.18 =17 .16 =15 =14-=13 .12 11 10 9 �8d.0i7no6'a o0 ojw
20 4 ° „ z^ m o o o oo� z^ oo5N4o1�3M^
1919"E U 5'UE 27 - 7 I 5 z 1. 12'BL 4T�D 4O UO' - �{p 0p' 16.29' Z W ^ 2 I h N `
iT0.M'o � -"- � W W „ „ „
19 28 = (3y - 0 3 _ S89'17'23"E _ _792.24'
-70 Q0' �I I IR 6 I = o I Of WATERMAN DRIVE - - C13 S�8°RS
N _
/BIRS J rn 172.00' w B „
0 0. "
a\RS d 29 q=I a m „ „ „ 12 L 4 . w 6.35w 4 Ow 12B1`� S/BjRS
N 112.34- 9 16 5 p - M O M O N °� O' :•1 = IO B
30 „ 0' _ 2�a o 24 25 = 26 = 27 = 28 = 29 = 30 31 = 32 33 = 34 = 35 = 36 = 37 = 38 =39 =40� d4110 242� � y a 11 1'
113.00' R W o� _ 0043 6' S6
S0 115.33' N 4 v `�, �pzO z 1.46'z ^ o^ rN� 720 4 24'f
52 5
/8"IRS ., Z--5TE 1112.75
`�- - _... ,con.,
n 5T9r0�-5�6000000i• „ -D•nur
D'j 0:0 50-005lfE 5070TS-
Cd 32 N ^ • 116.86 w w w 15.52:w 2z
S88.19'19"E 0 2 K Tn r
NO'S88'19'19"E' °' o d' "' t rn n M N N N
M 115.15, _ 0 22 � 0 21 0 20 619 (518 C517 616 c5 15 0 14� 9 08;2 o "
10 w 123.41' i� °' = I = iv O 7 '� V) 6
n 13't J �^ r 1 1 o z 12'BL I z$ z
---- 11s2
121 42' �Io 1.1 50�0' 0. 40. 50 Orb' 5U.M, . 0 .0 .0 g 4g' 07 10'8L
U 153.40' 153.70' I S89.19'49"E 3 _ 738.46' _ _ 3
307.10' - _lo --- - CAPE _COD BOULEVARD C12
l0 5/81Rs - - - N$919'49"W - - - - 1019.62' --s/s"IRs
0> 5/
VALERIAN PROPERTIES ASSOCIATES, L.P.
IRS 5/8"IRS A=816'00" VOL. 5329, PG 3880 OWNER: VALERIAN PROPERTIES ASSOCIATES, L.P. r "
R=475.00' R.P.R.D.C.T. GENERAL PARTNER: FIRST REGENCY ENTERPRISES, INC.,-11�I1 1O
r UMITED PARTNER: ASTER PROPERTIES, INC. R=870.00`
L=68.53 LIMITED PARTNER: MEADOWBROOK INVESTMENTS, INC. ,
N88"19'19"W C,b=S07*04.'27"E SUPPLY DISTRICT NO. 9 DENTON COUNTY FRESH WATER CONTACT. DONALD B. HUFFINES, VICE PRESIDENT
L=169.85
r OF BINARY INVESTMENTS, INC. Cb=N83'44'14"W
51.16 Ch=68.4.] CONTACT: CLAY E. CRAWFORD VALERIANS AUTHORIZED AGENT
3100 MCKINNON, SUITE 950 8222 DOUGLAS AVE., SUITE 660 Ch=169.58
DALLAS, TEXAS 75201 DALLAS, TEXAS 75225
PHONE (214) 981-9090 PHONE (214) 526-3000
ENGINEER & SURVEYOR:
paPet i t t and
Associates, Inc.
ENGINEERING & SURVEYING
300 MUNICIPAL DRIVE Tel. No. 214 221-9955
Richardson, Texas 75080 Fox No. 214 340-3550
DATE: JANUARY, 2006 SCALE: 1 "= 100'
JOB NO. 02042-07
W LOT LOT t
LOT
L,J 2' COMMON GRADING �2'2'
� & MAINTENANCEI- EASEMENT TO
0 ADJACENT LOT OWNER
(TYPICAL ON ALLCOMMON LOT LINES)22
STREET
EASEMENT DETAIL Km
NOTE:
ALL BOUNDARY CORNERS ARE 5/8-INCH IRON ROD W(rH CAP
MARKED "PEM-RPLS 4087" SET UNLESS OTHERWISE NOTED.
/ 4�1G31t$ Aop 6 2ra�g�s i121o$7
S68'33922"E ba pw6n)17.92,, ft"
20.80' I(,7963 " 3Q1dy S.'rtz1470
/6„IR $Rtte�ylLslog, k,7I "1',32A`(P�
�\ 1ZSOG4.SAtx23�icFr�sA�
S21'26'38"W . l x jp} �,,D Ito
136.00
6 19DaQ 7A
N68'33'22"W _
11 05'
S18'08'10"W n
00' z
S68'33'22"E
)7 11.05'
HARBOR VILLAGE AT
PROVIDENCE PHASE 1
CAB PG 390
R.P.R.D.C.T. 100 0 50 100 200
A=3040'49" 1 inch = 100 feet
" R-930.00
L=59.74'
Cb=N76'18'15"W
/ Ch=59.73'
S110'51'20"W
60.00'
ISLAND VILLAGE AT
PROVIDENCE
CAB W, PG 394
R.P.R.D.C.T.
b
P
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ti
a
ti
m
N
Z
8
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