HomeMy WebLinkAboutIndian Lakes Ph1 Pg2of7Indian Lakes Subdivision
401.03 Acre Phase One
J. M. Barred Survey, A-69
Brazos County. Texas
Fleet notes of a 401.03 acre tract or parcel of land. lying and being situated in Ne
J. M. Barrem Survey, Abstract No. 69, Brazos County, Texas and being part of the 360.00
acre Tract One and part of the 1037.24 acre Tract Two described in the deed from
Thousand Oaks Development Company Joint Venture to Smiling Mallard Development Ltd.
corded in Volume 4247, Page 51, of the Official Records of Brazos County, Texas, and
said 401.03 acre tract being more particularly described as follows:
BEGINNING at the 1/2"orod set at the northwest c n
of the beforementioed
1037.24 acre tract, some being in the south line of a called 76.252 ay e tract described in
the deed to the Bewley Trust recorded in Volume 2259, Page 19 of theOfficial Records of
Brazos County, Teas;
THENCE N 89' 04'25 E along the common line of the beforemenlioned 1037.24 acre
tract and the beforementi weld 76.252 acre tract, adjacent to a fence, for a distance of
390.39 feet to a 1/2H iron rod set at the northeast or north comer of the SOwide Citgo
Pipeline comment a ended in Volume 4050. Page 98 of the Official Awards of Brazos
County, Texas. from which a Citgo pipeline marker in fence bears N 87. 37' 23' W a
distance or 45.6 feet, and a 3/8'rn rod found in concrete at a 6' creosote coal fence
corner
marking the northeast c of the beforementioned 1037.24 acre tract bears N 89'
04 25" E a distance of 5221.16 feet;
THENCE through the interior of the beforementioned 1037.24 acre and 360.00 acre
tracts, as follows:
THENCE S 54. 21' 53" E along the northeast line of the beforementioned M' wide
Citgo Pipeline Easement, for a distance of 1922.55 feet to a %"rod set in the north
nght-af-way (100' right-of-way) line of Mesa Verde Drive, same beinga curve concave to
the north having a radius of 2450.00 feet;
THENCE along the north right-of-way line of Mesa Verde Drive (100' right-of-way )
as follows:
Westerly clang said curve for an arc length of 136.52 feet to a 7'z" iron rod
set at the end of this curve. the chard bears S 89. 59' 38' W - 136.50 feet.
N 88' 24' 35" W for a distance of 373.84 Had to a k" iron rod set,
THENCE S On 35' 25" W across Mesa Verde Drive (100' right-of-way) for a distance
of INGO feet to a K" iron rod set in the south right-of-way of Mesa Verde Drive.
THENCE along the south right of way line of Mesa Verde Drive (100' right-of-way) as
follows'.
5 88' 24 25 E for a distance of 373.84 feet to a K' iron rod set at
the beginning of a curve concave to the north having a radius of 2550.00 feet
Easterly along said curve fora am length of 269.53 feet to a h" iron
rod set in the northeast line of the beforemenlioned 50' wide Citgo Pipeline Easement, the
chard bears N 88. 33' 44" E - 269.40 feet.
THENCE along the northeast line of the beforementioned 50' wide Citgo Pipeline
Easement as follows:
S
54'
21'
53" E
for
a distance
of 158.16
feet
to
a h"
iron rod set,
S
54'
19'
23" E
for
a distance
of 979.45
feet
to
a )4"
ion rod set.
S
54'
05'
24' E
for
a distance
of 493.80
feet
to
a K'
iron rod set,
THENCE
N 03' 03' 46" E
for a
distance of
410.21 feel to
a
Y( iron rod set
THENCE
74.
34'
53' E for a distance of 397.64 feet
to a
'h'
iron
rod set
THENCE S 15' 25' 07' E for a distance of IM.13 feel to a Ih" iron rod set in the
north cul-de-sac right-of-way line of Caloric Springs Drive (70' nght-of-way) , some being
a curve concave to the south having a radius of 50 feet;
THENCE along the north and east right of way line of Colum Springs Drive (70'
right-of-way) as follows'.
Easterly along said curve far a am length of 110.71 feet to a 8" men
rod set at the beginning of a Reverse curve having a radius of 25.00 feet, the chord bears
S "' 42' 43" E - 89" feet.
Southerly along said curve for an arc length of 16.09 feet to a E" iron
rod set at the end of this curve. the choM becre 5 01. 42' 430 E - 15.81 feet;
S 20' OB' 49" E for a distance of 220.81 feet to a %" iron rod set at
the beginning of a curve concave to the southwest having a radius of 435.00 feet;
Southerly along said curve for arc length of 145.93 fact to a Ah" wann
rod set al the end of this turn, the chord bears S UP 32' 12" E - 145.24 feet,
S 00. 55' 35 E for a distance of 409.13 feet to a K' iron rod set at
the beginning of a curve
concave to the west having a radius of 435.00 feet;
Southerlyalong said curve for an are length of 25903 feet to a %' iron
rod set at the end of this curve, the chord bears S 16' 07' S8" W - 255.22 feet
S 33' 11' 31" Wfor a distance of 76.32 fee to a M4 iron rod set at the
beginning of the transition curve from Colum Springs Drive to Indian Lakes Drive (80'
right-of-way), having a radius of 25.00 feet;
Southery along said transition curve for an
ac length of 37.63 Net to a
$ Iran rad anu
set at the d of this c and in the northeast ught-of-way line of Indian
Lakes Drive (80' right-of-way). somebeing a curve concave to the southwest having a
radius of Bg0BO feet, the chord bears S 09. 55' 41 -34.18 feet,
THENCE along the northeast right-of-way line of Indian Lakes Drive (80' right-of-way)
as follows:
Southeasterly along mid curve for on arc length of 264.40 feet to a $" iron
rod set at the end of this curve. the chord beam S "' 32' 15" - 263.43 feel,
S 36' 01' 36' Ery rs for a distance of 740.61 feet to a )f4 iron rad set,
THENCE S 53' 58' 24' W across Indian Lakes Drive (00' R.O.W.) ffara distance of
80.00 feel to a $ iron rod set at the beginning of the transition curve from Indian Lakes
Drive to Chaco Canyon Drive (7a' right-of-way) having a radius of 25.00 feet;
Southwesterly along said cul-de-sac curve for an
ac length of 155.16 feet to
a $" iron rod wt at the end of this survey, the chord bears SBY 51' 49" W - 99.98
feet.
THENCE S 62' 45' 50" W for a distance of 40.16 feet to a $' iron rod sap
THENCE S I1' 49' M" W for a distance of 294.38 feet to a K' iron rod set;
THENCE S 65' 35' 22" W for a distance of 112.33 feet to a croxistie fence corner
found in the common line between the beforementioned MOOD acre Tract One and the
1037.24 acre Tract Two, said crosslie fence corner also being the occupied northeast tamer
of the called 320 acre tract - Frank B. McGregor described in Volume 7", Page 387, of
the Deed Records of Brazos County Teas, the southwest comer of the said 380.00 acre
tract bears S 00. 15' 38" W - 833.33 feel.
THENCE along the common line between the beforementioned 1037.24 acre Tract Two
and the McGregor 320 acre tract, adjacent to a fence. as follows:
S 89' 44' 22" W for a distance of 1854.96 feet to a 4' creosote post
fence corner,
02' 09' 26' W for a distance of 556.07 feel to a traveller fence comer
S 89. 32' 05" W for a distance of 622.21 feet to a 10' creosote post
fence corner marking the common corner between the 1037.24 acre Tract Two and the
468.48 acre tenet described in the deed to William W. Smith recorded in Volume 2533, Page
315, of the Official Records of Brazos County, Texas.
THENCE along the common line between the befarementioned 1037.24 acre Tract Two
and the Smith 468.48 acre tract, adjacent to a fence as follows:
N 00. 29' 32" W for a distance of 1296.07 feet to a 10" creosote post
N 00. 25' 28' W for a distance of 2924.95 feet to 0 8" creosote post.
N 00' 29' 53" E for a distance of 135.56 feet to a $' iron rod sec
THENCE thraught the interior of the beforementioned 1037.24 acre tract, as follows:
THENCE 5 45' 17' Mn E for a distance of 1035.25 feet to a Ye" iron rod set,
THENCE N 44' 42' 20" E for a distance or 351.64 feet to a %" iron rod set in the
southwest right-of-way line of Kato Springs (70' right-of-way)
THENCE along the southwest and northeast right-of-way lines of Kato Springs
(70'R.O.W.) as follows:
S 02' 13' 28" E for a distance of 70.00 feet to a h" iron rod set the
beginning of the cul-de-sac curve concave to the north having a radius of 50.00 feet.
Southerly and Northerly along said curve fora arc length of 203.44 feel to
the Beginning of ae to the northeast, having a radius of 25.00 feet, the
chord bears N 61' 12' M"oEc89.44 feet;
Northwesterly along said curve for a arc length of 23.18 feet to a 'A" iron rod
set at the end of this curve, the chord bears N 28. 47' 27' W - 22.36 feel;
THENCE S 78' 54' 37' E for o distance of 421.20 feet to a 'h" iron rod set;
THENCE N 25. 47' 19" W for a distance of M6.02 test to a 'h4 iron rod eel,
THENCE N 24' 57' 44" W for a distance of 324.60 feet to a 'Az" iron rod rat,
THENCE N 45' 17' 40" W for a distance of 225.00 feel to a %i" iron rod set,
THENCE N 42' 51' 47" W for a distance of 95.50 feet to a Ys" iron rod set in the
south right-of-way line of Mesa Verde Drive (100' right-of-way)
THENCE S 88' 24' 35 E along the south right-of-way line of Mesa Verde OF (100'
right-of-way) for a distance of 213.05 feet to a E' iron rod sec
THENCE N 01. 35' 25" E across Mesa Verde Drive (100' right-of-way) for a distance
of 100.00 feel to a %sn rod set at the beginning of the transition curve from Mesa
Verde Drive to Indian LakesDrive (80' right-of-way) concave to the northwest having a
radius of 25.00 feet,
THENCE along the southwest right-of-way of Mem Verde Drive (80' right-af-way) as
follows:
Northeasterly along said curve for an arc length of 53.00 feet to a I$'
iron rod set at the beginning of anve to the northeast having a radius of
b
890.00 feet, the chord ears N 30'c 51 39"E - 43.62 feet,
Northwesterly along said curve for on arc length of 45.64 feet to a lh" from
rod set at the end of this curve, the chord bears N 28. 23' 59" W - 45.64 feel,
N 26' 55' 49' W for a distance of 372.76 feet to a 'h" iron rod set at
the beginning of acurve concave to the southwest having a radius of 810.00 feet,
Northwesterly along said curve for an}f
m length of 387.85 feet to a ' iron
b
rod set at the and of this curve, the chord ears
N 40' M' 514 W - W4.15 feet,
N 54' 21' 53" W for a distance of 327.41 feet to a M" iron rod set at
the beginning of a curve concave to the south having a radius of 61000 feet,
Northwesterly along said curve for a arc length of 480.58 feet to a $'Iron
rod set in the common line between the beforementioned 1037.24 acre Tract Two and the
Smith "8.48 core tract, the chord bears N 76' 56' 05' W - 468.25 feet
THENCE N 00. 29' 57' E along the common line between the beforementioned 1037.24
84.6e Tract Two and the Smith 468." acre tract, adjacent to a fence, at a distance of
4 feat, pass ocross-tie fence corner, continuing on for a total distance of 94.36 feet
to the PLACE OF BEGINNING containing 401.03 acres of land, more or less,
THENCE along the southeast right-of-way line of Chaco Canyon Drive (70'
right-of-way)
as follows:
LENGTH
LI
SJ.111'31"W
Westerly
along
said transition curve n fora m length of 39.27 Tendto a
76.32'
iron rod set at the end
of this
curve, the chord "am N 81. 01' 36' W - 35.36 feet,
U
5 53' 58' 24"
W
for a distance of 507.55 feet to a $"n rod set of
the
beginning of a curve concave
to the southeast having a radius of 565.00 feet,
S2732'02E
Southwesterly
along
said curve for an arc length of 162.78 feet to a Ye" iron
rod
set at the end of this
curve,
the chord bean S 45' 43' 11' W - 162.22 feet,
L9
S 37' 27' M"
W
for a distance of 812.87 feet to a 7'i' iron rod set at
the
beginning of a curve concave
to the southeast having a radius of 96500 feel,
5102214E
Southwesterly
along
said curve for an arc length of 127.03 feet to a Ih" iron
rod
set at the end or this
curve,
the chord beam S 33' 41' 41" W - 126.94 feet.
L14
S 29. 55' 25"
W
for a distance of 944.18 feet to a 'h' iron rod set at
the
beginning of acurve concave
to the southeast, having a radius of 565.00 feet,
N709000'W
Southwesterly
along
said curve for an m length of 178.39 feet to a K" iron
rod
set at the end or this
arae,
the chord beam S 20' 52' 42' W - 177.65 feet.
L19
S IT- 49' S8'
W
for a distance of 35.83 feet to a K" iron rod set at the
beginning of the cul-de-sac transition curve, having a radius of 25.00 feet.
'
Southeasterly
along
said curve fora c length of 16.09 feet to a K" iron
rod
set at the beginning of
the cul-de-sac curve having a radius of mm feet, the chord
bean S Me 36' 07" E -
15.81
feet
Southwesterly along said cul-de-sac curve for an
ac length of 155.16 feet to
a $" iron rod wt at the end of this survey, the chord bears SBY 51' 49" W - 99.98
feet.
THENCE S 62' 45' 50" W for a distance of 40.16 feet to a $' iron rod sap
THENCE S I1' 49' M" W for a distance of 294.38 feet to a K' iron rod set;
THENCE S 65' 35' 22" W for a distance of 112.33 feet to a croxistie fence corner
found in the common line between the beforementioned MOOD acre Tract One and the
1037.24 acre Tract Two, said crosslie fence corner also being the occupied northeast tamer
of the called 320 acre tract - Frank B. McGregor described in Volume 7", Page 387, of
the Deed Records of Brazos County Teas, the southwest comer of the said 380.00 acre
tract bears S 00. 15' 38" W - 833.33 feel.
THENCE along the common line between the beforementioned 1037.24 acre Tract Two
and the McGregor 320 acre tract, adjacent to a fence. as follows:
S 89' 44' 22" W for a distance of 1854.96 feet to a 4' creosote post
fence corner,
02' 09' 26' W for a distance of 556.07 feel to a traveller fence comer
S 89. 32' 05" W for a distance of 622.21 feet to a 10' creosote post
fence corner marking the common corner between the 1037.24 acre Tract Two and the
468.48 acre tenet described in the deed to William W. Smith recorded in Volume 2533, Page
315, of the Official Records of Brazos County, Texas.
THENCE along the common line between the befarementioned 1037.24 acre Tract Two
and the Smith 468.48 acre tract, adjacent to a fence as follows:
N 00. 29' 32" W for a distance of 1296.07 feet to a 10" creosote post
N 00. 25' 28' W for a distance of 2924.95 feet to 0 8" creosote post.
N 00' 29' 53" E for a distance of 135.56 feet to a $' iron rod sec
THENCE thraught the interior of the beforementioned 1037.24 acre tract, as follows:
THENCE 5 45' 17' Mn E for a distance of 1035.25 feet to a Ye" iron rod set,
THENCE N 44' 42' 20" E for a distance or 351.64 feet to a %" iron rod set in the
southwest right-of-way line of Kato Springs (70' right-of-way)
THENCE along the southwest and northeast right-of-way lines of Kato Springs
(70'R.O.W.) as follows:
S 02' 13' 28" E for a distance of 70.00 feet to a h" iron rod set the
beginning of the cul-de-sac curve concave to the north having a radius of 50.00 feet.
Southerly and Northerly along said curve fora arc length of 203.44 feel to
the Beginning of ae to the northeast, having a radius of 25.00 feet, the
chord bears N 61' 12' M"oEc89.44 feet;
Northwesterly along said curve for a arc length of 23.18 feet to a 'A" iron rod
set at the end of this curve, the chord bears N 28. 47' 27' W - 22.36 feel;
THENCE S 78' 54' 37' E for o distance of 421.20 feet to a 'h" iron rod set;
THENCE N 25. 47' 19" W for a distance of M6.02 test to a 'h4 iron rod eel,
THENCE N 24' 57' 44" W for a distance of 324.60 feet to a 'Az" iron rod rat,
THENCE N 45' 17' 40" W for a distance of 225.00 feel to a %i" iron rod set,
THENCE N 42' 51' 47" W for a distance of 95.50 feet to a Ys" iron rod set in the
south right-of-way line of Mesa Verde Drive (100' right-of-way)
THENCE S 88' 24' 35 E along the south right-of-way line of Mesa Verde OF (100'
right-of-way) for a distance of 213.05 feet to a E' iron rod sec
THENCE N 01. 35' 25" E across Mesa Verde Drive (100' right-of-way) for a distance
of 100.00 feel to a %sn rod set at the beginning of the transition curve from Mesa
Verde Drive to Indian LakesDrive (80' right-of-way) concave to the northwest having a
radius of 25.00 feet,
THENCE along the southwest right-of-way of Mem Verde Drive (80' right-af-way) as
follows:
Northeasterly along said curve for an arc length of 53.00 feet to a I$'
iron rod set at the beginning of anve to the northeast having a radius of
b
890.00 feet, the chord ears N 30'c 51 39"E - 43.62 feet,
Northwesterly along said curve for on arc length of 45.64 feet to a lh" from
rod set at the end of this curve, the chord bears N 28. 23' 59" W - 45.64 feel,
N 26' 55' 49' W for a distance of 372.76 feet to a 'h" iron rod set at
the beginning of acurve concave to the southwest having a radius of 810.00 feet,
Northwesterly along said curve for an}f
m length of 387.85 feet to a ' iron
b
rod set at the and of this curve, the chord ears
N 40' M' 514 W - W4.15 feet,
N 54' 21' 53" W for a distance of 327.41 feet to a M" iron rod set at
the beginning of a curve concave to the south having a radius of 61000 feet,
Northwesterly along said curve for a arc length of 480.58 feet to a $'Iron
rod set in the common line between the beforementioned 1037.24 acre Tract Two and the
Smith "8.48 core tract, the chord bears N 76' 56' 05' W - 468.25 feet
THENCE N 00. 29' 57' E along the common line between the beforementioned 1037.24
84.6e Tract Two and the Smith 468." acre tract, adjacent to a fence, at a distance of
4 feat, pass ocross-tie fence corner, continuing on for a total distance of 94.36 feet
to the PLACE OF BEGINNING containing 401.03 acres of land, more or less,
LAKE LOT -LINE
LOT -LINE TABLE
LINE
BEARING
LENGTH
LI
SJ.111'31"W
76.32'
72
N33Y131E
76.32'
LS
511-4958"W
35 BY
U
Nnuff-i 6E
13895'
LS
56244'11 '
lie 95,
L6
S2732'02E
6000'
17
11083073T
7500'
L8
NT '22'14'W
62.80'
L9
si 45'rrw
9776'
L10
505-45'16-F
977 '
L11
5102214E
62.80'
L12
I 5085023'06
7500'
Ili
N027326'W
7000"
L14
523'803
4299'
05N0l5*29'WmjV
SM44'20nE
all
06
N709000'W
53.42'
L17
5709000"E
2916'
LI8
S5576"05"E
65.52'
L19
S22'40'007
90.31'
L20
7"
'
L2/
SJ97854E
7096"
L22
N7594'42'W
122.64'
L23
N75'IJ'MT
116.03'
L24
0.15431E
129.70'
L25
4 '
1'
L26
NO055'35"W
40.35'
L27
NJJ34'20E
50.18'
L28
N5591'11"W
8334"
L29
N039946E
7545'
L291
Nul
151 J4'
L292
NO998'24"W
53.59'
L293
N19'04'43"w
8986'
L294
N25'J9'29'W
49.99'
L295
N102329"W
IJ.62'
L296
N2378 W
M.44"
L297
SS 1040'50'E
284.23'
L298
52,55432T
7000'
L2m
N66D5'18E
7225'
11.300
SMG5vf0nkx
7725
LAKE LOT -LINE
TABLE
LINE
BEARING
LENGTH
LJO
N8B'44'21E
25,00
LJI
N08'35.5.iE
178.81'
L31
N0324'79 E
02.31'
LJ3
N44'S8'020E
202.89'
L34
56244'11 '
L200
L35
NJ193'6'W
9208'
LM
N18V0'M"W
20654'
L37
N28'02'13"W
109.72'
LM
TIM'M'24"W
5200'
J9
ovrrvl
ir A3,
740
6140'40'13£
6774'
L41
NIJ50'IIE
90.58
L42
S2J'32'42"E
23.50'
L43
SOP49'IJ"W
84]6'
L44
SM44'20nE
43.0-4
L45
343'41 JOT
134.27'
L46_556'22'04E
5392051E
16344'
L47
N85 4832T
108.02'
L48
N17'M21E
144.22'
L49
N i"W
'
L50
N>841'OOE
1287'
751
6118041060E
23225'
L51
61141543"W
101.33'
L53
N1475'43"W
91.63'
L54
4 '
1'
L55
6176202"W
60.31'
L56
N7625 30"E
75.56"
L57
N5092'470E
1/228'
LM
NOJ47'27-W
12740'
L59
N25VJ'51"F
I
L60
NJJ2035W
8217'
L61
NJ7'55320W
115.0"
L62
ND'5532'W
131.80'
L63
NBJ'OB'53016,
109. IJ'
L64
N] ' 'l "W
145 73'
L65
N5074244011'
65.49'
L66
N7326320E
68.82'
L67
585051055E
141.61'
L68
56929'53E
12497'
769
NBUX09T
54,42'
VO
No -26 Tans,
79.99'
L71
N31'4rl
17EIR)'
L72
N31'4644"W
128.]3'
L73
N262795E
200.99'
L74
56500'
7
L75
NOJ'3I'29'W
151.47'
L76
N4374 FIT
91.56'
177
NO.I38'45E
BB 68
LI8
NJJ9J'31E
2652"
L79
10694252T
56,90'
LBO 1ii
516943)"W
71'
IIIra,
L81
SM -39 12-E
193.36'
L82
N75'49'18E
iM.OJ'
LB3
N60'24'3/E
242.41'
L84
562-52J70W
Jailp
LAKE LOT -LINE
TABLE
LINE
BEARING
LENGTH
L85
N62'4J'22'E
J1. 79'
L86
S06 -35'00E
64.79'
L87
5272-440'W
321.22'
L88
S23 -00'43"E
14116'
L89
56244'11 '
L200
L90
S62'44'11"£
IfG.j'
L91
5895621E
229.3]
L92
SMM'05T
78.37'
L93
55811'09"W
7044'
L94
'W
1
L95
549'251 Y'W
5611'
L96
S174223"W
14214'
L97 1
517.422)'W
9282'
L98
52J93'38E
1946 Z9'
L99
S23BG M'iE
43.0-4
L 100
S35'37"306`
58.55'
trot
5392051E
60.44'
L 102
544'06'55E
Wileor
L10J
N711739"W
4880'
LOA
74' '4 "
'
L105
56923'30'06
41.78'
LIM
SOJ5152"E
144.4'
L 107
516-2240"W
2946"
006
S?672'40vW
29.48"
009
52jwnuinf
202,25'
Ld0
SM'3121'w
17700
Lilt
S15D322"W
10746'
L 112
542'22'40'E
62.37'
L 113
54-4839"W
66 97'
L114S1771M"Ir
N25VJ'51"F
144,58'
LJ15
5075131E
101.34'
L 116
51956'48'06
7996'
Li 17
N79'44 MY
64.90"
L 118
N400159"E
51.03"
L119
M8933032E
/
L 120
N23197'04"E
9217'
LI21
M56'4629E
22227
L 112
NI576'09E
18516'
L123
N041M'14E
114.26'
1124
NBUX09T
54,42'
L 125
523M'07'E
5878'
L 126
SO"8'4YE
9238'
1127
SX' 9'S "W
1748"
L 128
SO029'52'W
84.49'
L 129
56500'
7'
li
58911931"E
77.08'
L 131
N73'22'20"E
12065'
L02
N555556T
75.68"
L1JJ
N35VM51'E
3798'
034
10694252T
56,90'
L135
516943)"W
6007
LIM
5453703"0
13932'
L 137
56659'6"W
93.92"
LIM
572'0835"W
IW24'
M
562-52J70W
W.51,
L 140
SM -39'164
99. 5"
L 141
525'4 000E
17666'
1142
sM,4953'06
32.44'
i
NJ928'54-W
12454"
L 144
N] Y 1 "W
4'
L 145
0.1'45'28"W
59.37'
L 146
514'M72"W
11976'
L147
504'12'25E
10297'
L 145
5322827E
5tuV
tFIR
25.00'
1'
LIM
SO?VY'26'E
87]5'
L151
N505 Mnfi`
54.65"
L 152
N752554'W
60.J0'
L 153
S0376'M"E
15453'
IS4
N50W'35*W
97.58,
L155
52390'39"W
6722'
LIM
5184420"W
7825'
L157
5111435E
3363'
L158
S507535E
112.61'
LISSS55,16,05-17
50.00'
68M
L160
6183'42'10'06
7387'
L161
5622/494
113.10
L162
530'3858'06
7452'
L 163
S0658T0"E
11837'
L164
=11'57"Ff
C48
L165
53311'57"E
126.34'
L166
5399919"W
6714'
L167
512-25'50E
55.59'
L 168
5634-418 E
45.28"
L 169
S12122,12MI1,
gail
EXISTING FERGUSON/BURLESON
15' PIPELINE ESMT. TABLE
LINE
BEARING
LENGTH
L203
55450'47E
111.91"
L204
55J'37'244E
91.X'
L205
5529512"E
9783'
LX6
549'"'422
301.07'
L207
555'37'28"£
17.06k
L200
S551i7'28E
72.39'
L209
S59'3.YI3"E
1278
L2I0
N59' 'O"W
21.92'
L211
N5537'28'W
62.29'
L212
N ' 7' "W
'
1.20
N49'46'4201le
301,53'
L214
N5295'12'W
9734"
L215
N53'37'24'W
9.64'
L216
N 4' '47"W
102,11,
DRAINAGE ESMT.
TABLE
LINE
BEARING
LENGTH
L 170
S4424'M"W
]5.00'
L171
N45'M'22"W
4260'
L f72
N75V7'55"W
60.4'
L173
N1398'25"E
6300'
L174
S75TE"55T
Bail
L175
N52'35'02'W
70 82'
L176
NW9528"E
85.51'
L 177
S52'35'02T
24.82'
L 178
5315432E
118.30
079
12.43'
L227
Liao
N315432"W
11830'
L 181
S37'17'58"W
55.00'
L182
615232'02"W
51.68'
063
N372758"E
5500'
LIB4
615232'0 "W
43.0-4
1260
N15'I1'20E
65.23'
L267
S54'215J"£
5229'
L262
S1571 20'W
76.83'
L263
S157120'W
9790'
1169
74' '4 "
L265
N1571'20$
5287'
L266
610754'31"W
7031'
L26]
N829528"E
55.00'
L268
50754'32"E
7951'
L269
N J'40'JE
75.03,
LP70
n>m'19'57T
6800'
L271
S23'40'03"W
7499'
L272
5259Y51 "W
139.79'
L27J
M4MG9`E
11217'
L274
N25VJ'51"F
144,58'
L275
52090'0"W
55.02'
L276
5709000"£
105.28
L277
N20'00"00"E
55.00
L27B
51351910E
61.68'
L280
M8933032E
68,89'
L281
N05CO1"W
61.68
L282
N695748'E
J1.32"
L233
S00192 12"E
60.00'
L284
58957'48"W
3096'
L285
5
54,42'
UL286
589''3028"W
54.31'
L289
S4 ' S '
99,14'
EXISTING AQUILA SOUTHWEST
PIPELINE ESM]. TABLE
LINE
BEARING
LENGTH
L217
5253929E
1356'
L216
SI9'04'43"E
85.52'
L219
509'0861 E
47,75'
L220
SOJV9'46"W
J34.23'
L22I
54JUX25nD
34.0'
L222
5551415E
7055'
L223
551037003E
FORM"
L224
55007'20"E
45490'
L225
SMVS J"E
4]49'
U26
MISO'4 E
12.43'
L227
61615070"W
1.48'
L228
615809'3"W
44.42'
L229
6150'0720"W
45379
L230
N51'37'03"W
110.90'
231
141 "w
'
L232
614333"25"W
1868
L233
N ' '2
4.
EXISTING FERGUSON/BURLESON
30' PIPELINE ESMT. TABLE
LINE
BEARING
LENGTH
Li85
521'05'19"E
11907'
L lee
S02-08 33"E
151.62'
LI87
502-2552"W
54038"
LISS
510'2329E
160.00'
rudiSTY2527-D
N 1' '
85.12
LI90
534'AST
I
Lig?
SJ7M47nF
81 77'
L192
55428' "W
4.1.75'
L193
N542838E
12.63'
L194
NJ7'Jl
51.w
L 195
NJ 54'48"W
202
L 196
N132577"W
91.07'
LI97
NIO 3' 9"W
(73140'
096
N102329"W
1,87"
L199
7
'
L200
N0275 52-E
54219'
L201
NO2VB35"W
14541'
LXI
I NiflViiDigmile
47 16'
LANDSCAPE/CONSERVATION
ESMT. TABLE
LINE
BEARING
LENGTH
L240
6181'0019 E
42.1 '
L241
55359'41"E
153.07'
L242
531029041E
50.00"
L24J
50659041E
153.07'
L244
N 1' '
890.00'
L245
selvotignile
153.07'
L246
N5J'594I'W
153.07'
L247
NJ129'41'06
50.00'
L248
N08'59' "W
G 7.
L249
NV09NE
.
112�'
LINE AND CURVE TABLES
I
CURVE TABLE
L As
DELTA
I RADIUS
LENGTH
WARWO
CHORD
CI
'
69000'
519,52'
N7620'59'W
516.62'
C2
1
890.00'
426.15'
N40'MSf"W
422.09'
C3
"
810.0_0'
S3124'15E
126.36'
C4
25.00'
_126.49'_
22.92'
SIGEM437'E
2213'
C5'
4 .
]
1
C6
"
255000'
269.5
NBB3Y44'E
269.40'
C]
7
25.00'
*25.
59.12'
S233026'W
4628'
CB
0'
890.00'
31067'
N3d 4n W
309.09'
C9
0"
810. W'
]58.89'
SSO-fl E
73L44CIO4OF
"
25.00'
3163'
N]61843E
3418'
Cl2
CIJ
C14
CI5
'
]45]52"
13091'29"
74'752".
y 36500'
25.00'
50.00'
25.00
2235'
32.56'
11348'
32.56'
61169755
NM14'31"W
5103211E
NI 1']
214.15'
30.31'
90.65
C16
C2
5212'
253'4423"
_25.00'
5000'
16.09'
22743'
61383455'06
56951'1'06
15.81'
80.00'
C18
3652'12"
2500'
16.09'
S0142434E
1581'
C19
1913'140
4.5500'
14593'
611 'ni 72'06
14824'
CX
921
074250
.00'
316-4
505`5541T
34.18'
C22
17VI'18"
89000'
16440'
1144'371506
26343'
C2J
NINGBO
25.00'
J9. Y
191'M'8'
M.M'
C24
163016'
565,00'
16278'
545'4 '11"W
162.22'
C25
T
7270S
' 1'
12E,94'
C25
IBM '
56500'
178.39'
5205242"W
17265'
C27
3651'10"
25.00'
16.09'
SIM ImJOB E
15,81'
C28
2534423"
5000'
221.43'
S7870' E
WOO'
C29
365212"
25.00'
1609'
NJ076104E
1581'
C30
C31
7'32'J3" 1
1035 00'
06.25'
SJ3'4141 "W
136.15'
C32
0'
25.00'
392]'
NO7J2'01'W'
35.M
CM
8'
365.00'
IT27'
N6176VInIY
110.84'
C34
5
45.00'
53.22'
566 29 042 0E
53.19'
C39
6
Y '
GO
12"
25.00'
16.09'
516W')1'W
IS 81'
C41
W.
221.43'
S55W"Y
80.00'
C42
2'
#23JU7J�05O.W*
25.00'
1609,
N5256'22T
15.61'
C43
9'
25.00'
MAO
N05445Y-W
32_9]'
C44
C45
B"
50.00'
203.44'
58901'52"W
89l
C"
8"
25.00'
2.118"
50058'08"E
2236'
C47
9'
M500'
2705.5'
548'46'01"E
264.38'
C48
8'
A.15.00'
13261'
NID'h 'W
132.09'
G9
Y
N T '
J5 36'
C50
/6'3026'
635.00'
Tel
S454J'll "I7'
18235
C51
901)0000'
25.00'
J9.27'
619858061E
J536'
C52
C5J
C54
4133'46"
415515"
867425n0'
81000'
89000
M758'
1 651 17'
J15J'
N56'4829 -W
556'37045E _
N78'47'20'W
57478'
_ 636.75'
34.18'
C55
6.15044'
815.00'
90817"
5267006"W
86/.90'
CM
141539'
x.5.00"
220.21'
N01227J"E
21911'
C5
285736'
81500'
410,M'_.
50555_55__
40842'
CSB
143858"
85500'
22576'
NIJIT45W
225.15'
C59
'1
1 '
1'
C60
25J'"23'
W..00'
221.43'
N8474'44E
50.00'
C61
M5212"
25.00'
16.09'
N124050"E
1587
C62
143658"
815.00'
20190'
NIJV3'45'W
10734'
Cl
2832'M'
885.00'446.04'
5055555"E
44LJY
C64
C65
844112'
25.00'
M.96
01480552'W
33.68'
C66
g5'IB'"'
25.00'
41.59'
N4154'090E
36.96'
C67
5350'H'
885.08
91
10'06006
935.93
C68
8614'25
25.00'
J76Y
N145815E
34.18'
C69
414
'45mE
6585'
C70
X00'0'
810.00'
28274'
NM54'32'W
261r31'
C71
211'55
Bill
J4.15'
S424835E
34.15'
C72
464138"
25.00'
20.M'
616 93'M'W
19.81'
C7J
5JV74 "
25.
2,118'
S28 -47224E 0
22.M'
C74
2JJrV7'iAl
N6172381
89"'
C75
1212]'33'
25.00'
5300'_
NJO 139E
43_62'
C76
25619'
890.00'
45.65'
528 23 059 0E
4564'
C77
272604'
510.00
M285'
114038'SI'W
384 15'
C78
4599'22'
610_.00'
fell
39.27'
N7656'50W
4'
468.25'
C79 9OWDom 25fil
C80
1.
C8/
0'0 '
.00'
C82
"
465.
CSJ
JI 1 '
25.00'
MNJ.5�'37"F
1 1
C84
W52-12-
25.00
16.0k'r
11
CBS
I