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'� CERTIFICATE OF OWNERSHIP AND DEDICATION
Being all that certain tract or parcel of land lying and being situated in the ROBERT STEVENSON a , �„ � '
LEAGUE, Abstract No. 54 in College Station, Brazos County, Texas and being part of the 86.028 acre '
ro
R, !4 l C - 'b STATE OF TEXAS
tract described in the deed from Donald F. Carroll to Edelweiss Garters Venture recorded in Volume : ��' r ° �11z1 COUNTY OF BRAZOS
4167, Page 212 of the Official Records of Brazos County, Texas (O.R.B.C.) and being all of the 0.259 m z ° b EDELWEI GARTENS VENTURE owners
kn
acre tract conveyed to Triro, Inc. by Oceanography International Corporation by deed recorded in �� and developers of the land shown on this plat, and designated herein
Volume 1839, Page 215 (O.R.B.C.) and being more particularly described by metes and bounds as r�.i o
follows: M: r ! . °} o 0 as EDELWEISS GARTENS. PHASE TWO Addition to the City of College Station,
a
NC Texas, and whose name is subscribed hereto, hereby dedicate to the use
BEGINNING: at a found 1/2 -inch iron rod marking the most westerly corner of the baid 0.259 acre l0 Q of the public forever, all streets, alleys, parks, easements, and public
tract, the east corner of, the Robert B. Waltman 0.50 acre tract described in Volume 1415, Page 43 ', �� �n , ►, . places thereon shown for the purpose and consideration therein expressed.
c r C!7 w.. r
O.R.B.C. and being in the southeast right -of -way line of the 60' wide road dedication for Graham ^,
L /NE TABLE ►�,, �
Road described in Volume 319, Page 817 of the Brazos County Deed Records (B.C,D.R.); �
LINE BEARING DISTANCE
THENCE: N 41' 50' 37' E along said road dedication for a distance of 60.00 feet to a found 1/2- L1 N 41'50'37" E 60.00' 'C1 G�nerartner: J. Stephen Arden
inch iron rod marking the common most northerly corner of the said 0.259 acre tract and a 1.191 acre L2 S 48'18'33" E 50.00' La Triro, Inc. tract described in Volume 1196, Page 156, said corner also being the west corner of a 5 foot L3 S 41'41'27" W 60.00
wide right -of -way dedication as described on the plat of Elliott Subdivision as recorded in Volume L4 N 48'18'33" W 40.00' Graham Road
L5 N W 28 82'
1722, Page 55 (O.R.B.C.); 60' R. 0. W. Dedication per plot (.319/817)
49'28'42"
THENCE:
S 48' 09' 29" E along the common line of the said 0.259 and 1.191 acre tracts for a
C13
90'00'00"
L
N 48'18'33" W 50.00'
25.00'
S
86'41'27" W
35.36'
distance
of 188.01 feet to a found 1/2 -inch iron rod in the northwest line of the said Edelweiss Gartens
11)
N 48' 18' 33" W fora distance of 40.00 feet to a 1/2 -inch iron rod set for corner;
L7
N 49'28'42"
W 64.91'
38.14'
23.89'
S
02'00'34" E
Venture
86.028 acre tract;
°
12)
S 41' 41' 27" W for a distance of 710.09 feet to a 1/2 -inch iron '.:rod set for corner,
C15
3'46'07"
475.00'
31.24'
15:63'
S
47'35'39" E
31 24'
-
0
Z
13)
N 49' 28' 42" W for a distance of 28.82 feet to a 1/2 -inch iron rod set for corner;
C16
7'11'34"
525.00'
65.91'
33.00'
S
45'52'55" E
Point of Beginning
- - - - -
THENCE:
into the interior of the beforementioned 86.028 acre tract for the following twenty -two (22)
S 40' 31' 18" W for a distance of 122.50 feet to a 1/2 -inch iron rod set for corner;
C17
20'35'51"
525.00'
188.73'
95.40'
S
30'52'04" E
187.72'
39 000
15)
calls:
C18
29'35'31"
50.00'
25.82'
13.21'
N
35'21'54" W
25.54'
S 41'41'27" W - 942.91' to a ---
16)
-
C19
1)
S 48' 18' 33" E for a distance of 105.00 feet to a 3/4-inch iron
/ pipe het for the Point
137.77'
115.9.3'
S
10'33'39" W
113.39'
Found 1/2 -inch iron rod at the
17)
N 41' 41' 27" E for a distance of 649.15 feet to a 1/2 -inch iron rod set for corner;
C20
29'35 31'
50.00'
25.82'
of Curvature of a curve to the left
N
56'29 12" E
CURVE
west corner of 86.028 acre tract
TABL E
N 48' 18' 33" W for a distance of 94.39 feet to a 3/4 -inch iron pipe set for the Point
C21
90'00'00"
25.00'
5' R.O.W. Dedication (2086 \74)
25.00'
2)
39.27 feet along the arc of said curve having a central angle of 90' 00' 00 ", a radius
35.36'
O O
19)
of Curvature of a curve to the left;
39.27 feet the having 90' ",
C22
90'00'00"
25.00'
(Description is in error)
25.00'
S
of 25.00 feet, a tangent of 25.00 feet and a long chord bearing N 86' 41' 27" E at a
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD.
BRG.
27.17'
CHORD
S
10'33'39" W
25.85'
distance of 35.36 feet to a 3/4 -inch iron pipe set for corner;
C1
90'00'00"
25.00'
39.27'
25.00'
N
86'41'27"
E
35.36'
0 3
3 0
3)
S 48' 18' 33" E for a distance of 50.00 feet to a 3/4 -inch iron pipe set for corner;
C
90'00'00"
25.00'
39.27'
25.00'
S
03'18'33"
E
35.36'
20)
qj
4)
39.27 feet in a counter - clockwise direction along the arc of a curve having a central angle
C
90'00'00"
25.00'
39.27'
25.00'
S
03'18'33"
E
35.36'
C26
90'00'00"
25.00'
of 90' 00' 00 ", a radius of 25.00 feet, a tangent of 25.00 feet and a long chord bearing
C
90'00'00"
25.00'
39.27'
25.00'
S
86'41'27"
W
35.36'
25.00'
39.27'
25,00'
N
S 03' 18' 33" E at a distance of 35.36 feet to a for the Point of Tangency;
C5
90'00'00"
25.00'
39.27'
25.00'
N
03'18'33"
W
35.36'
N
04'19'16" W
35.97'
5)
S 48' 18' 33" E for a distance of 95.00 feet to a 1/2 -inch iron rod set for corner;
C6
90'00'00"
25.00'
39.27'
25.00'
N
86'41'27"
E
35.36'
Woltr
e
i 19
22)
6)
N 41' 41' 27" E for a distance of 510.00 feet to a 1/2 -inch iron rod set for corner;
C7
29'35'31"
50.00'
25.82'
13.21'
N
26'53'42"
E
25.54'
Robert Acr 43
0.
C31
7)
S 48' 18' 33" E for a distance of 595.00 feet to a 1/2-inch iron rod set for corner;
C8
147'09'36"
65.00'
166.95'
220.57'
S
85'40'44"
W
124.70'
90'00'00"
I Vol.
39.27'
8)
S 41' 41' 27" W for a distance of 485.00 feet to a 3/4 -inch iron pipe set for the Point
C9
29'35'31"
50.00'
25.82'
13.21'
S
35'32'13"
E
25.54'
,N
O
9)
of Curvature of a curve to the left;
39.27 feet along the arc of said curve having a central angle of 90' 00' 00 ", a radius
C10
87'58'35"
25.00'
38.39'
24.13'
N
85'40'44"
E
34.73'
i
of 25.00 feet, a tangent of 25.00 feet and a long chord bearing S 03' 18' 33" E at a
C1 1
90'00 00"
25.00'
39.27'
25.00'
S
03'18'33"
E
35.36'
THENCE: N
48' 09' 29" W for a distance of 188.17 feet to the POINT OF GINNING and
- .55.00'- -
distance of 35.36 feet to a 3/4 -inch iron pipe set for corner;
C12
90'00'00"
25.00'
39.27'
25.00'
N
86'41'27"
E
35.36'
20
Electrical
Z
10-)_
S 41' 41' 27' W for a _distance of 60.00 feet to a 1/2 -inch iron rod set for corner;
C13
90'00'00"
25.00'
39.27'
25.00'
S
86'41'27" W
35.36'
Easement
1495/36)
11)
N 48' 18' 33" W fora distance of 40.00 feet to a 1/2 -inch iron rod set for corner;
C14
87'24'02"
25.00'
38.14'
23.89'
S
02'00'34" E
34.54'
-- -
°
12)
S 41' 41' 27" W for a distance of 710.09 feet to a 1/2 -inch iron '.:rod set for corner,
C15
3'46'07"
475.00'
31.24'
15:63'
S
47'35'39" E
31 24'
-
0
Z
13)
N 49' 28' 42" W for a distance of 28.82 feet to a 1/2 -inch iron rod set for corner;
C16
7'11'34"
525.00'
65.91'
33.00'
S
45'52'55" E
65.86'
- - - - -
- -
14)
S 40' 31' 18" W for a distance of 122.50 feet to a 1/2 -inch iron rod set for corner;
C17
20'35'51"
525.00'
188.73'
95.40'
S
30'52'04" E
187.72'
39 000
15)
N 49' 28' 42" W for a distance of 196.81 feet to a 1/2 -inch iron rod set for corner;
C18
29'35'31"
50.00'
25.82'
13.21'
N
35'21'54" W
25.54'
S 41'41'27" W - 942.91' to a ---
16)
N 20' 34' 09" W for a distance of 403.95 feet to a 1/2-inch iron rod set for corner;
C19
121'26'37"
65.00'
137.77'
115.9.3'
S
10'33'39" W
113.39'
Found 1/2 -inch iron rod at the
17)
N 41' 41' 27" E for a distance of 649.15 feet to a 1/2 -inch iron rod set for corner;
C20
29'35 31'
50.00'
25.82'
13.21'
N
56'29 12" E
25.54
west corner of 86.028 acre tract
18)
N 48' 18' 33" W for a distance of 94.39 feet to a 3/4 -inch iron pipe set for the Point
C21
90'00'00"
25.00'
39.27'
25.00'
N
03'18'33" W
35.36'
O O
19)
of Curvature of a curve to the left;
39.27 feet the having 90' ",
C22
90'00'00"
25.00'
39.27'
25.00'
S
86'41'27" W
35.36'
O O
along arc of said curve a central angle of 00' 00 a radius
C23
62'15'36"
25.00'
27.17'
15.10'
S
10'33'39" W
25.85'
0 8 0
00 0
of 25.00 feet, a tangent of 25.00 feet and a long chord bearing S 86' 41' 27" W at a
7 C
Co 0
0 6 Oa 0
0 5 0
00 0
0 4 0
00 0
0 3
3 0
00 0
distance of 35.36 feet to a 3/4 -inch iron pipe set for corner;
C24
12'13'12"
475.00'
101.31'
50.85'
S
26'40'45" E
101.12'
20)
N 48' 18' 33" W for a distance of 50.00 feet to a 3/4 -inch iron pipe set for corner;
C25
105'31'12"
25.00'
46.04'
32.89'
S
85'32'57" E
39.81'
r- N
21)
39.27 feet in a counter - clockwise direction along the arc of a curve having a central angle
C26
90'00'00"
25.00'
39.27'
25.00'
N
03'18'33" W
35.36'
It I
of 90' 00' 00 ", a radius of 25.00 feet, a tangent of 25.00 feet and a long chord bearing
C27
90'00'00"
25.00'
39.27'
25,00'
N
86'41'27" E
35.36'
N 03' 18' 33" W at a distance of 35.36 feet to a to a 3/4 -inch iron pipe set for the
C28
92'01'25"
25.00'
40.15'
25.90'
N
04'19'16" W
35.97'
Point of Tangency;
C29
87'58'35"
25.00'
38.39'
24.13'
S
85'40'44" W
34.73'
Z Z
22)
N 48' 18' 33 W for a distance of 105.00 feet to a found 1/2 -inch iron rod marking
C30
92'01'25"
25.00'
40.15'
25.90'
N
04'19'16" W
35.97'
1
the most southerly corner of the said Triro Inc. 0.259 acre tract, the east corner the said
C31
87'58'35"
25.00'
38.39'
24.13'
S
85'40'44" W
34.73'
Waltman 0.50 acre tract and being in the said northwest line of the Edelweiss Gartens
C32
90'00'00"
25.00'
39.27'
25.00'
S
03'18'33" E
35.36'
Venture 86.028 acre tract from whence a found 1/2-inch iron rod marking the most
L 104.85' 5
55.00' 5
55.00' 5
westerly corner of said 86.028 acre tract bears S 41' 41' 27" W at a distance of
C33
90'00'00"
25.00'
39.27'
25.00'
N
86'41'27" E
35.36'
942.91 feet for reference;
C34
90'00'00"
25.00'
39.27'
25.00'
S
03'18'33" E
35.36'
- -
THENCE: N
48' 09' 29" W for a distance of 188.17 feet to the POINT OF GINNING and
- .55.00'- -
- - - -
- -
- 55.00'- I
I - -
- - -
- -
containing
18.863 acres of land, more or less. OF rF�
/ B
°.9
B-1 k
k .5
��•• G�
CERTIFICATE OF SURVEYOR �,.� cc .cA
/ r '✓ 3 3
3 3
ture
1 3
3 3
3 3
3 3
3 3
3
Marte 28 Acres
0
W . i,.� ......A.... .... STATE OF TEXAS
KEV114 R. F&CLURE
C C
C V
V
to 0
0 M
E d e lweis s 8 212
f P9'
COUNTY OF
BRAZOS ..• o............•...:..
to O
O 0
R C
0 O
15 �
C C
O M 0
0 M
ai�d 6 � �
Rem 4
I, Kevin R.
(-0 5650 Q .
McClure, Registered Professional Land Surveyor < ..S O�:'�
y�
O M
19 0
M C
CO M
M O
O W
W !(j
V
;ESS�•
No. 5650, in the State of T hereby certify that this
O .r..• V
plat is true and correct and was prepared from an actual SUR`I
Co N
N M
M N
N 0
0 N
0 1
0 N
survey of the property and that property markers and
N 0
00 N
N
41 '4127"
E
649.15'
T N
N 0
monuments
were placed under my supervision on the
I d
-
d . w
w .
ground.
4� /� G &,
Kevin R. McClure, R.P.L.S. No. 5650
/ Lot 29 \ // 29
��
G�,
C-9
3
M
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_62.79'- - �- _78.85'_ -
- 55.00' -
- 55.00'. -
_55.00'__
_55.0 _
- _55.00'-
55.00'-
- 55.00'-
- 55.00'-
- - 67.50' -
l ,
n�
G
- 55.0'- -
Bloc
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10' P.U.E.
58 Co
0 57 00
A ROYAL OF PLANNING AND ZONING COMMISSION
•��
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0 54 W
r
ci
°
_
i, -'�`�� Chairman of the Planning and Zoning Commission of
a I
-�� - -- --
7.5' P.U.E. 1
the City of College on, hereby certify tat the attached plat J w s my
approved by the Commission on the � ay of L �y�
Z Z
20'-
-
Utility Easement (1722/55)
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34 °° N
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37 000
38 000
39 000
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55.00'-
99? �9 L= 48.38•
L=
1 9
I
5' P.U.E.
based on State Plane, Central Cen Zone, NADthB
3 datum in
37.51'•
- 55.00' -
- 55.00' -
- 55.00'- -1
- 55.00'- _1455.00
t R
- - 55.00'-
- •55.00'-
- 42.50'- -�
5' R.O.W. Dedication
per Plat Recorded in
L 1 Vol. 1722, Pg. 55 - - -
-16' P.U.E. . (1722/55)
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CERTIFICATE OF CITY ENGINEER
STATE OF TEXAS
COUNTY OF BRAZOS
B fore me, /the undersigned authority, on this day personally appeared
�h'1` r lG Iti 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 consideration therein stated.
Given under my hand and seal on this 1�y day f
20 rT Y
Notary Public, Brazos 'County,r TSXas
I, �i ? �7 City Engineer of the City of College Station, Texas,
hereby certify th t this Subdivision Plat conforms to the requirements of the
Subdivision Regulations of the City of ollege Stati
City ngineggrr
City of Coifege 6
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A ROYAL OF PLANNING AND ZONING COMMISSION
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i, -'�`�� Chairman of the Planning and Zoning Commission of
a I
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the City of College on, hereby certify tat the attached plat J w s my
approved by the Commission on the � ay of L �y�
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Utility Easement (1722/55)
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CERTIFICATE OF THE COUNTY CLERK
I, Karen McQueen, Coun y Clerk, in and for said County, o hereby certify that
this plat together wi s certificates of authentic o s filed for rec in my
office the day of 20
Y e
the Official Records of Brazos County, Texa in V lu Pa e
9 •
Witness my hand and official Seal, at my ffice in Bryan, T ex s.
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County OlerlZ Brazos County,, TTe,,
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Scale: 1" = 60'
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Re 4 167, a_
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C o N 41 '4127" E - 510.00'
m 62.50'- - - 55.00' - - 55.00'- - 55.00'- - 55.00' - - 55.00' - - - 106.75'- - - - - 65.75'.
F - 3 3 1 l ook -1 10' P.U.E. I �
3 3 1 w 3 3 o Lj u.l I I C 3.9
CERTIFICATE OF OWNERSHIP AND DEDICATION
STATE OF TEXAS
COUNTY OF BRAZOS
NeorasKa UQQ_ company, Inc. owners and developers of the land shown
on this plat, and designated herein as Triro. Inc 0,259 Acres recorded in
Volume 1839. Pace 215 and being a portion of Brondenb urg L ane. EDELWEISS
GARTENS. PHASE TWO Addition to the City of College Station, Texas, and
whose name is subscribed hereto, hereby dedicate to the use of the public
forever, all streets, alleys, parks, easements, and public places thereon
shown for the purpose and consideration therein expressed.
Officer
STATE OF NEBRASKA
COUNTY OF LANCASTER
Before m the undersigned authority, on this day personally appeared
known to me to be the person whose name
is subscribed to the foregoing instrument, and acknowledged to me that he
executed the some for the purpose and consideration therein stated.
Given under my hand and seal on this ' day of
20
Notary Public, Lancaster County, Nebraska
6EliERAL NOTARY-" of Nebraska
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GENERAL NOTES
1 O RIGIN BEAR SY show plat are
tal
- 37.50'
- •55.00'-
- 55.00'-
55.00'-
- 55.00' -
-
1 9
_ .01 j - _ _ _ _
m
based on State Plane, Central Cen Zone, NADthB
3 datum in
/ G C20 C� C' cp iN � �! accordance with City of College Station 1994 GPS Control
N 41'41'27" E N 41'41'27" E d c5� �� 1) �� I ' Monument No. 132.
A
<� O 00 W Northing: 10190998.225
N Karten Lane Karten Lane N
69 25• X09. 0i' M m m f ' rn ( `� 1 I Easting: 3565354.173
° o . S h 50' R.O.W. - 27' Pavement 50' R.O.W. - 27' Pavement 50 Elevation: 318.29 (N.G.V.D.)
i
ti / 15 POE fi ,
N 41'41'27" E 0 N I 2. The building requirements are established by the City
(, - //� ^ / h �S• � S3 F` . •-r �
, N 41'41'27" E C � O 9 setback re q
N 45'71'49" E # 2[J \
69. L= 18.73'
/ Lot 28 72025 "s7 0/
/ 27
a
/ N 6 92 6 , (o M
�qy 7203657" F v / �'
26
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1 84 • 1 2 , e p � O .
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X614 12 2 .. . �
- - •60.10'- - - 55.00'- - 55.00' - I- 55.00'- - 55.00' - 55.00' - - 55.00' - - 55.00'- - - 55.00'- -1- - 55.00'- - 40.00'- -,� ��
�0 14 � P4bl E ' N 41'41'27" E
1 61 R ' ht�f s 6 �' Hartford Drive
M
10 68, 7,35 79, E W O 50' R.O.W. - 27' Pavement
N 41'41'27" E C
a)
N 0 c�'` -
23 -46.04 - -60.00 - - -60.00 - - 60.00 - - - -60.00 - - -60.00 - - 55.00 - -55.00 - 55.00 - -55.00 - 45.00 - -
c Stu' 7.5' P.U.E.
J V
° � /e ` p� 1 N 40'31'18" E � 1 j
3 3 3 3 3 3 3 3 3 3
�' 6
S/ofo \ I 122.88 I V) O 0 o O i� O i� 0 M 0 i�7 0 i�t 0 '`� o
7 o L =19.93 ( (- M O M O O M O !'`� O t7 O M O M o
Co O M O W
0 10 - Co Co0 9 00 0 8 boo 7 boo 6 Co Co 0 5 00 0 4 00 0 00 0 2 Co
3
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!� n r Z Z Z Z Z Z Z Z Z Z O
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18" W h - 10' P.U.E.
_ 40:57 _ _ _ _ _BIQ_ _ 6_ _ _ _ _ _ _
122.50' v 50.01' 70.08' 60.00' 60.00' 60.00' 60.00' 60.00' 55.00' 55.00' 55.00' 55.00' 70.00'
S 41 27" W - 710.09'
4
Edelweiss Gartens Venture
Remainder of 86.028 Acres
Vol 4167, Pg. 212
of College Station Zoning Ordinance No. 1638.
- - - 9
e, 37.50 55.00'- 55.00' . 55.00 55.00 37.66 - N 41'41'27" E u o 3. According to Flood Insurance Rate Maps for Brazos County,
"_ _ - Texas andlbcot orated 1v Ma Numbers 48041 CU:_00 C f
1 5' P.U.E. 102.14' I I i C - E; p
�i 42 % p 48041CO205 C, effective July 2, 1992, this property is not
3' 1 3 3 3 3 3 3 L =17.61 1. I( h 00
R R R . W = rn Q1 located in a 100 -year flood hazard area. -
M' ° a r) °o !`� o '`� ° 0 ''� °o M o ''� `n V 49 N ( - (I Q, 4. The common areas shown in Block 3 £ Block 4 shall be owned and
�' ° 0 6 0 5 � 0 4 � ui 3 � 0 2 � ui 1 a: `° rn I 11.56 ` maintained
otherw h Homeowners' Ao
( '- ° ° ° ° ° U) o 5. Unless indicated, d N 41'41'27" E I I - - - I I , all ot corners are marked with
I 1/2" iron rods.
Z Z Z Z Z Z r l Z I ,,� 113.32' u.i 1
1 i s Q 0 $ 4,3 I I 0 - Indicates 1/2" iron rod set on subdivision boundary
3 0 37.50 55.00 55.00 55.00 55.00 39.60 ,•; 48 O n l % O - Indicates 1/2" iron rod found
' ' ' ' ' ' i
3 m U) i O h i O - Indicates 3/4" iron pipe set
- Public Alley e - PK Nail Control Monuments set in asphalt pavement,
0 z at Intersections and Radius of Culdesacs.
10 P.U.E. N C , ! 1 111.45' W
V -22.38 _34.13' 34.13'- _34.13' .34.13' 34.13' _34.13' _34.13' 29.43'- �`�19 o o a: io 44 6. Abbreviations:
Easement
~;? o to k W 1 Z LO 47 I P.D.E. - - Public Dra Wage Easement
3 I 3 E 3 I 3 z 1 T - I I H.O.A.D.E. Homeowners' Association Drainage Easement 00 n in o N 41'41 27" E - - - ---1 E.E. - Electrical Easement
Op - -
J L a ao !ri ui u i v ¢ (ri !ri ( ri ao in o 0 _ 109.58' I i
r� r 0 0 0 o O o o r r 1 r d-
(n K r r r � 160 O !
46 U 45
Z 8 9 10 11 12 13 14 Z 15 Z I i 5 P.D ¢ P 5P.U.E.
Co
.57' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 22.19'9 C3 83.24' � - _ -
15' P.D.E. E P.U.E. N 41'41'27" E N 41'41'27" E ,
Z Hartford Drive m
0
60' R.O.W. - 339' Pavement
5' P.U.E. N 41'41'27" E
v - 31.57' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' '34.13' '33.84'
City Pork E Stormwater
3 14 3 13 12 11 10 9 8 Q 7 6 5 4 3 2 1- Detention Area
x
3 M O
to 0 0 0 0 0 0 0 0 0 0 0 0
i� 00 LO 1- 'n 1 . 6 i 'n L6 � o a0 L6 L6 Sri 1.6 L6 L6 (ri Hartford Dr.
r (� , 0 0 0 0 0 0 0 0 0 0 0 0 0 l - 20.00'
00 d
Z Z BI c 4 - °- 1
r -
Z �? 22.38 34.13 34.13' 34.13 34.13' 34.13 IC 1 T 34.13 34.13' 4.1 T_ 34.13 4.13' 4.1 r 43.02 P.O.E. o
a
CD Public ' Alley 10' P.U.E.
V� S 41'4127" W - 485.00'
L3
EDEL WEISS /` - y A I ?TE
18-86J A CRES
ROBERT STE1/ENSON LEAGUE A -54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SEPTEMBER, 2002
SCALE'.- I' = 60'
Owner:
Edelweiss Gartens Venture
311 Cecilia Loop
Colle a Station, Texas 77849
(979 846 -8788
Surveyor:
McClure Engineering, Inc.
1008 Woodcreek Dr., Suite 103
Colle a Station, Texas 77845
(979 693 -3838
0025- P2- fo.dwo
A .
L o cc't%on Map
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- -
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55.00' 5
55.00' 6
65.00'
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- 55.00'. -
- _
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�0 14 � P4bl E ' N 41'41'27" E
1 61 R ' ht�f s 6 �' Hartford Drive
M
10 68, 7,35 79, E W O 50' R.O.W. - 27' Pavement
N 41'41'27" E C
a)
N 0 c�'` -
23 -46.04 - -60.00 - - -60.00 - - 60.00 - - - -60.00 - - -60.00 - - 55.00 - -55.00 - 55.00 - -55.00 - 45.00 - -
c Stu' 7.5' P.U.E.
J V
° � /e ` p� 1 N 40'31'18" E � 1 j
3 3 3 3 3 3 3 3 3 3
�' 6
S/ofo \ I 122.88 I V) O 0 o O i� O i� 0 M 0 i�7 0 i�t 0 '`� o
7 o L =19.93 ( (- M O M O O M O !'`� O t7 O M O M o
Co O M O W
0 10 - Co Co0 9 00 0 8 boo 7 boo 6 Co Co 0 5 00 0 4 00 0 00 0 2 Co
3
�0 ail'] O 22 !n 11 r N r N 7 N r N r N r- N r N T N 7- N r" N a_ O 00 In
!� n r Z Z Z Z Z Z Z Z Z Z O
_j I
18" W h - 10' P.U.E.
_ 40:57 _ _ _ _ _BIQ_ _ 6_ _ _ _ _ _ _
122.50' v 50.01' 70.08' 60.00' 60.00' 60.00' 60.00' 60.00' 55.00' 55.00' 55.00' 55.00' 70.00'
S 41 27" W - 710.09'
4
Edelweiss Gartens Venture
Remainder of 86.028 Acres
Vol 4167, Pg. 212
of College Station Zoning Ordinance No. 1638.
- - - 9
e, 37.50 55.00'- 55.00' . 55.00 55.00 37.66 - N 41'41'27" E u o 3. According to Flood Insurance Rate Maps for Brazos County,
"_ _ - Texas andlbcot orated 1v Ma Numbers 48041 CU:_00 C f
1 5' P.U.E. 102.14' I I i C - E; p
�i 42 % p 48041CO205 C, effective July 2, 1992, this property is not
3' 1 3 3 3 3 3 3 L =17.61 1. I( h 00
R R R . W = rn Q1 located in a 100 -year flood hazard area. -
M' ° a r) °o !`� o '`� ° 0 ''� °o M o ''� `n V 49 N ( - (I Q, 4. The common areas shown in Block 3 £ Block 4 shall be owned and
�' ° 0 6 0 5 � 0 4 � ui 3 � 0 2 � ui 1 a: `° rn I 11.56 ` maintained
otherw h Homeowners' Ao
( '- ° ° ° ° ° U) o 5. Unless indicated, d N 41'41'27" E I I - - - I I , all ot corners are marked with
I 1/2" iron rods.
Z Z Z Z Z Z r l Z I ,,� 113.32' u.i 1
1 i s Q 0 $ 4,3 I I 0 - Indicates 1/2" iron rod set on subdivision boundary
3 0 37.50 55.00 55.00 55.00 55.00 39.60 ,•; 48 O n l % O - Indicates 1/2" iron rod found
' ' ' ' ' ' i
3 m U) i O h i O - Indicates 3/4" iron pipe set
- Public Alley e - PK Nail Control Monuments set in asphalt pavement,
0 z at Intersections and Radius of Culdesacs.
10 P.U.E. N C , ! 1 111.45' W
V -22.38 _34.13' 34.13'- _34.13' .34.13' 34.13' _34.13' _34.13' 29.43'- �`�19 o o a: io 44 6. Abbreviations:
Easement
~;? o to k W 1 Z LO 47 I P.D.E. - - Public Dra Wage Easement
3 I 3 E 3 I 3 z 1 T - I I H.O.A.D.E. Homeowners' Association Drainage Easement 00 n in o N 41'41 27" E - - - ---1 E.E. - Electrical Easement
Op - -
J L a ao !ri ui u i v ¢ (ri !ri ( ri ao in o 0 _ 109.58' I i
r� r 0 0 0 o O o o r r 1 r d-
(n K r r r � 160 O !
46 U 45
Z 8 9 10 11 12 13 14 Z 15 Z I i 5 P.D ¢ P 5P.U.E.
Co
.57' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 22.19'9 C3 83.24' � - _ -
15' P.D.E. E P.U.E. N 41'41'27" E N 41'41'27" E ,
Z Hartford Drive m
0
60' R.O.W. - 339' Pavement
5' P.U.E. N 41'41'27" E
v - 31.57' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' '34.13' '33.84'
City Pork E Stormwater
3 14 3 13 12 11 10 9 8 Q 7 6 5 4 3 2 1- Detention Area
x
3 M O
to 0 0 0 0 0 0 0 0 0 0 0 0
i� 00 LO 1- 'n 1 . 6 i 'n L6 � o a0 L6 L6 Sri 1.6 L6 L6 (ri Hartford Dr.
r (� , 0 0 0 0 0 0 0 0 0 0 0 0 0 l - 20.00'
00 d
Z Z BI c 4 - °- 1
r -
Z �? 22.38 34.13 34.13' 34.13 34.13' 34.13 IC 1 T 34.13 34.13' 4.1 T_ 34.13 4.13' 4.1 r 43.02 P.O.E. o
a
CD Public ' Alley 10' P.U.E.
V� S 41'4127" W - 485.00'
L3
EDEL WEISS /` - y A I ?TE
18-86J A CRES
ROBERT STE1/ENSON LEAGUE A -54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SEPTEMBER, 2002
SCALE'.- I' = 60'
Owner:
Edelweiss Gartens Venture
311 Cecilia Loop
Colle a Station, Texas 77849
(979 846 -8788
Surveyor:
McClure Engineering, Inc.
1008 Woodcreek Dr., Suite 103
Colle a Station, Texas 77845
(979 693 -3838
0025- P2- fo.dwo
A .
L o cc't%on Map
of College Station Zoning Ordinance No. 1638.
- - - 9
e, 37.50 55.00'- 55.00' . 55.00 55.00 37.66 - N 41'41'27" E u o 3. According to Flood Insurance Rate Maps for Brazos County,
"_ _ - Texas andlbcot orated 1v Ma Numbers 48041 CU:_00 C f
1 5' P.U.E. 102.14' I I i C - E; p
�i 42 % p 48041CO205 C, effective July 2, 1992, this property is not
3' 1 3 3 3 3 3 3 L =17.61 1. I( h 00
R R R . W = rn Q1 located in a 100 -year flood hazard area. -
M' ° a r) °o !`� o '`� ° 0 ''� °o M o ''� `n V 49 N ( - (I Q, 4. The common areas shown in Block 3 £ Block 4 shall be owned and
�' ° 0 6 0 5 � 0 4 � ui 3 � 0 2 � ui 1 a: `° rn I 11.56 ` maintained
otherw h Homeowners' Ao
( '- ° ° ° ° ° U) o 5. Unless indicated, d N 41'41'27" E I I - - - I I , all ot corners are marked with
I 1/2" iron rods.
Z Z Z Z Z Z r l Z I ,,� 113.32' u.i 1
1 i s Q 0 $ 4,3 I I 0 - Indicates 1/2" iron rod set on subdivision boundary
3 0 37.50 55.00 55.00 55.00 55.00 39.60 ,•; 48 O n l % O - Indicates 1/2" iron rod found
' ' ' ' ' ' i
3 m U) i O h i O - Indicates 3/4" iron pipe set
- Public Alley e - PK Nail Control Monuments set in asphalt pavement,
0 z at Intersections and Radius of Culdesacs.
10 P.U.E. N C , ! 1 111.45' W
V -22.38 _34.13' 34.13'- _34.13' .34.13' 34.13' _34.13' _34.13' 29.43'- �`�19 o o a: io 44 6. Abbreviations:
Easement
~;? o to k W 1 Z LO 47 I P.D.E. - - Public Dra Wage Easement
3 I 3 E 3 I 3 z 1 T - I I H.O.A.D.E. Homeowners' Association Drainage Easement 00 n in o N 41'41 27" E - - - ---1 E.E. - Electrical Easement
Op - -
J L a ao !ri ui u i v ¢ (ri !ri ( ri ao in o 0 _ 109.58' I i
r� r 0 0 0 o O o o r r 1 r d-
(n K r r r � 160 O !
46 U 45
Z 8 9 10 11 12 13 14 Z 15 Z I i 5 P.D ¢ P 5P.U.E.
Co
.57' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 22.19'9 C3 83.24' � - _ -
15' P.D.E. E P.U.E. N 41'41'27" E N 41'41'27" E ,
Z Hartford Drive m
0
60' R.O.W. - 339' Pavement
5' P.U.E. N 41'41'27" E
v - 31.57' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' '34.13' '33.84'
City Pork E Stormwater
3 14 3 13 12 11 10 9 8 Q 7 6 5 4 3 2 1- Detention Area
x
3 M O
to 0 0 0 0 0 0 0 0 0 0 0 0
i� 00 LO 1- 'n 1 . 6 i 'n L6 � o a0 L6 L6 Sri 1.6 L6 L6 (ri Hartford Dr.
r (� , 0 0 0 0 0 0 0 0 0 0 0 0 0 l - 20.00'
00 d
Z Z BI c 4 - °- 1
r -
Z �? 22.38 34.13 34.13' 34.13 34.13' 34.13 IC 1 T 34.13 34.13' 4.1 T_ 34.13 4.13' 4.1 r 43.02 P.O.E. o
a
CD Public ' Alley 10' P.U.E.
V� S 41'4127" W - 485.00'
L3
EDEL WEISS /` - y A I ?TE
18-86J A CRES
ROBERT STE1/ENSON LEAGUE A -54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SEPTEMBER, 2002
SCALE'.- I' = 60'
Owner:
Edelweiss Gartens Venture
311 Cecilia Loop
Colle a Station, Texas 77849
(979 846 -8788
Surveyor:
McClure Engineering, Inc.
1008 Woodcreek Dr., Suite 103
Colle a Station, Texas 77845
(979 693 -3838
0025- P2- fo.dwo
A .
L o cc't%on Map
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.57' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 22.19'9 C3 83.24' � - _ -
15' P.D.E. E P.U.E. N 41'41'27" E N 41'41'27" E ,
Z Hartford Drive m
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60' R.O.W. - 339' Pavement
5' P.U.E. N 41'41'27" E
v - 31.57' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' 34.13' '34.13' '33.84'
City Pork E Stormwater
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Z �? 22.38 34.13 34.13' 34.13 34.13' 34.13 IC 1 T 34.13 34.13' 4.1 T_ 34.13 4.13' 4.1 r 43.02 P.O.E. o
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CD Public ' Alley 10' P.U.E.
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L3
EDEL WEISS /` - y A I ?TE
18-86J A CRES
ROBERT STE1/ENSON LEAGUE A -54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SEPTEMBER, 2002
SCALE'.- I' = 60'
Owner:
Edelweiss Gartens Venture
311 Cecilia Loop
Colle a Station, Texas 77849
(979 846 -8788
Surveyor:
McClure Engineering, Inc.
1008 Woodcreek Dr., Suite 103
Colle a Station, Texas 77845
(979 693 -3838
0025- P2- fo.dwo
A .
L o cc't%on Map