HomeMy WebLinkAboutTHE MEADOWS PH1A BLK1 LT1 & PH1B BLK1 LT1 PP (2012)-
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a Power Pole
Telephone Pedestal
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Water Valve
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CURIE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD BRG.
CHORD DIST.
C1
39*25'15"
612.50'
421.41'
219.43'
N 67'32'38" E
413.15'
C2
1'23'49"
265.00'
6.46'
3.23'
N 86'33'21" E
6.46'
C3
9'58 08
335.00
58.29
29.22
S 82'16 12 W
58.21
C4
39*25'15"
542.50'
373.25'
194.35'
S 67'32'38" W
365.93'
L/NE TABLE
LINE
BEARING
DISTANCE
L1
N
42' 10'00"
W
70.00'
L2
N
47'50'00"
E
54.13'
L3
N
87' 15' 15"
E
109.26'
L4
N
39*36*04"
E
136.76'
L5
N
64'14'36"
E
205.55'
L6
N
37'38'31"
E
59.48'
L7
S
88'22'22"
E
61.35'
L8
S
21' 13' 17"
E
41.24'
L9
S
14'47'39"
W
149.37'
L10
S
62' 11,39" E
36.19'
1-11
S
83'49'48"
E
80.06'
L12
S
68'48'28"
E
86.06'
L13
N
81'50'17"
E
82.20'
L14
N
20'33'41 "
E
103.44'
L15
N 2'29'27"
E
85.42'
L16
N
57*29'11"
E
150.16'
L17
N
14' 14' 10"
E
68.27'
L18
N
43*08*28"
W
65.26'
L19
N
1709'54"
W
131.42'
L20
N
52'36'22"
E
[751.7, '
LINE TABLE
LINE
BEARING
DISTANCE
L21
S
44'32'46"
E
95.07'
L22
N
77'13'59"
E
122.45'
L23
N
46'26'38"
E
198.57'
L24
S
61'54'21"
E
45.88'
L25
S
66'33'42"
E
38.95'
L26
S
5557'45"'
E
164.60'
L27
S
74'40'54"
E
87.32'
L28
N
2335' 16"
E
107.65'
L29
N
60'37'09"
E
57.99'
L30
N
66*21'24"
E
243.49'
L31
S
42'27' 18"
E
174.79'
1-32
S
79'19'24"
E
154.91'
L33
N
86'44' 19"
E
124.93'
L34
S
87' 15' 15"
W
60.00'
L35
N
41'08'38" W
25.59'
L36
S
87' 15' 15"
W
109.26'
L37
S
47'50'00" W
54.13'
T72R.E'LIMINARY PLA T
THE HEAD OWS
PHASE 1A, Block 1, Lot 1
PHASE IB, Block 1, Lot 1
46.98 ACRES
Out of Co/lied 96.694 Acre
H. G. HUDSON SURVEY, A-140
C.R,4/NEY SURVEY, A-209
A. MILLER SURVEY, A-165
BR,4ZOS COUNTY, TEXAS
October 26, 2012
Revised.November 19, 2012
100,
Developer: Prepared By:
Peach Creek Development Corp. McClure & Browne Engineering/Surveying, Inc.
P.O. Box 591 1008 Woodcreek Dr., Suite 103
Millican, TX 77866 College Station, Texas 77845
(979) 595-
5151 (979) 693-3838
Firm Reg. No. F-458
10570009-012-Ot.dwg
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