HomeMy WebLinkAboutDrawingsLot .� � 1
Plot Lot 2
c' \eiO �\ c \ `�' 1 Bald Pro'rie SUZ. 2s/on 1
I P d � 749 Pg. 20 1 Bald Prairie pu�57f on
1 g/ock 19 ? a I I Sib t0 Ede/deiss Gartens, Phase Eight o in Vol. B yo% 32f, 9• I I
5 /. Demne Drive 1 I J c S 477154 , o
Q d < Vo/ 6992, Pg. 250 a ' i " 480.33
E -
50' R.O.W. N 27' Pavement 16 0 ` CSISO W 11 a �Iry P coo
Vol 6992, P9 250 I I Tract O e _ v h
�e \09 Y9 AQP Oewne Drive L4
- -- -- -- -- --------- L4 tela " /gra nbU '/ \' I- - v Wn
7
i I I i 1 1 a 1 8160 17 N ►�
vi iAve. - (171' " (I- 1. 1'
ctor a A e. -- L 1 0 5' Alla -S 5 22 E 5 3 5 - r
Q N N 171 O City - >
d. 6 I I I ' I I I p M Park Renee Lane . O.L2 1
/ I 8 1 9 I 1 ! 10 I 11 I 12 1 13 t°r�' � Z � - --1 - - C2 C 1 5.855
7 1 1 I I I 1 11 �-----� i
(I 1 � N 55'00'56"W Reserve Tract :
i m- 1 Ede/weiss Gartens
. o
1 �p3o/ I I I iy1g , I Phase Wight;
123.00 ParkB/ock 17 _ Vol6992, Pg250
Ede/wesGartens, Poe ght oo _'
a
Pia
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'Vol 6992, P. 250 1 ►`1 t Brandenburg Lane t ra i 4N
/ , I I I 9 1 I �' p p E o 1 y F a,
I o 10 P.U.E. LV o 18 ~ co
I to m _ q C� ^ I
26 �D Q o; 30'x60' Access Esmt.
-- ----- -- -- ---- -'-- -- --�-- --- 1 Phase _ ��^ (2155/196)
I i 25' Wide Public AlleyJ „ 1 Ten I _ W 16.258 Acres " W - - -
N 54'06 55 W - -�� 1.4-m: Ede/weiss Gartens venture 'o N 477154
Vol. 6992, Pg. 250 , , 123.00' 1 eiibo - b N Remainder of 65.369 Acre Tract " 404.16'
-- -- --' I �S 517122 E - 51351 � � _
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65.00'
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60.00'
60.00'
60.00' .
60.00'
60.00'
60.00, - -
46.17'
- - - -
- -
10' P.U.E.
- - - - - -
- - - - -
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V.W.P.D.E.
04'44'59" E
60*R.O.W.
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Stotton
City Engineer
✓3.
Ordinance No. 2617.
39.91'
65.00'
60.00'
60.00'
60.00'
60.00'
60.00'
60.00'
43.26'
16o rn �o State Highwoy 40 W Vol 5327, Pg. 118 L7
- L2 0 a(�
- - -N 53'12'53" W- t
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U - -123.00'- - - -� / �/ / I \ Vicin /V/ Q` _ Block f3 L20 .�. N 5171'22" W - 471.84' 1
_p 15' P.U.E. I ►, N / I (---� rB-/°26 v C5 _
p a� Q / Edelweiss Gartens 1 L 12
to 20 1 Lot 19 I 'o
Phose 12 v
/o% 7868, Pg. 30 -4 Ede/weiss Gartens Venture i
►� u) - ..- - J '�i � L- Remainder of 65.369 Acre Tract
1 ' �` ; L 18 L 14 Vol. 5327, Pg. 118
L=11.63'
v N 52'18'52" W ( K/eine Lane Q I L17 L16 C6 '
- - - - _ N 51'11'22" W 123.00 I L=6.44' / ' f c W 1 L15
- e , T- ,Line a 2, �- -got ZQ / .E XISTING PLA T AND A DJOINING A CREA Lrx,
23 I 50 R.O.W.O.W N 27 Pavement -- ` 15' P.D.E. I \ I M
i
N 51'11'22" W - N 51'24'51"., W_ 1 1 Scale: 1 50
40.27. _ --,-------65.00' _:- _ _. ___ . ___-..5.00- ---60,Q � _ _ __r O_ _ _-_ _ _ 6 _ 4.16 O
i
v0 Q Q 60.00_ _�. &O.DtL_- -- -20 _4.___ < . _\ . - -
� --� f- - - - ; r_. . -123 0 _ •�-
- 10' P.U.E. I I L. -_
7.5' o FIELD NOTES
w N inset LANE %ABLE. g p lying and being situated in the ROBERT STEVENSON SURVEY,
c _I (_ " - Being all that certain tract or parcel of land i in
Q) a� 0 22 ci Sca/e.' 1 - 20 Abstract No. 54 in College Station, Brazos County,Texas and beingp portion of the 65.369 acre tract
22 �'•I t,, W w ( w c W w - III (� LINE BEARING DISTANCE described in the deed from W. Barton Munro, Trstee and John LopoTrustee to Edelweiss Gartens
' ° ' It I' L1 S 50'29'28" E 60.00' Venture recorded in Volume 5327 Page 118 of the Official Records of Brazos County, Texas (O.R.B.C) and
c0 - $o - $a - $o - $o - Q. Oo - I a: o ro _ v o
M o r� o r� o to o M o ro o M o N 51'11 22 W M „ all of the 5.855 acre Reserve Tract of EDELWEISS GARTENS, PHASE EIGHT Subdivision as recorded in Volume
co o co co - co w co " LZ S 53'42 46 E 50.00
2 °� v5 3 °.� vi 4 °� ip 5 °� co 6 to 7 °.� ui 8 vi 9 O N I 123 00' • 1 r » 6992, Pogo 250 (O.R.B.C.) and being more particularly described by metes and bounds as follows:
110
1OD - r� L3 N 34'20 44 E 15.74
04 o. OD 00 OD OD OD '� ''� le 2 ( W w L4 S 55'39'16" E 123.57' BEGINNING: at o found 1/2 -inch iron rod marking the south corner of EDELWEISS GARTENS, PHASE NINE
0) o Z z z Z z I Z I Z z rn C 0 =a (o W L5 N 34!01'23" E 100.88' Subdivision as recorded in Volume 7129, Page 279 (O.R.B.C.), the east comer of Lot 1, Block 26 of
I I--7.5' �j Q tL 2,3 I L6 S 38'48'38" W 78.89' EDELWEISS GARTENS, PHASE 12 Subdivision as recorded in Volume 7868, Page 30 (O.R.B.C.) and said iron
1 I w u� . 0 1 in op 5.352 Acre rod also marking the north corner of Eagle Avenue right-of-way (based on a 60' width);
y 21 I w I ��� C V I I w O 'n M L7 N 51' 11'22" W 98.00
N z 20 P.U.E. _ Reserve Tract
n L - - - - - - - - _ - - - - - - - - - _ - _ _ - - - - J L_ - - - -I - - - - - - - - - - - - - - - w o ° N 51'11.22» W LS S 38'48�38M W 50.00 THENCE: along the southeast line of said EDELWEISS GARTENS, PHASE NINE for the following two (2) colas:
a N N 51'11'22" W ! h s0 L9 N 51'11 22 W 16.27 1) N 41' 41' 27" E for a distance of 573.95 feat to o found 3/4 -inch iron pipe for the
N y °.� ►� Point -of -Curvature of a curve to the left;
69.91' 65.00' 65.00' 60.00' 60.00' 60.00' 60.00' 60.00' 69.16' oo I 123.00 I z L10 S 38'48 38 W 116.60 2) 17.90 feet along the arc of said curve having a central angle of 02' 10' 55", a radius of 470.00
p o ^ - , --1 -r - - - - - - - ry Z I (. S 41'41 27 W 90.45 feet, o tangent of 8.95 feet and a long chord bearing N 40' 35 59 E at a distance of 17.90
m ^ ^ c Z 20 P.U.E. z o o L12 S 51' 11'22" E 5.25' feet for comer in the southwest line of said EDELWEISS GARTENS, PHASE EIGHT Subdivision, said
a1 I 7,5' 0 24 10 • » comer also marking the west comer of Eagle Avenue (based on a 60' width);
y I-- ui to L13 S 38'48 38 W 50.00
y o h O �' I `n I L14 N 51' 11'22" W 10.28' THENCE: along the said southwest line of said EDELWEISS GARTENS, PHASE EIGHT for the following eight (8)
3 20 , W W 41 W W W I W W calls:
o C �rI z = _ IR I I L15 S 41'41'27" W 20.29' 1) S 50' 29' 28" E for a distance of 60.00 feet to a found 3/4 -inch iron pipe for corner,
O , c ro 00 a• 0 00 Oo a, a, N 51'11 22 w N 477154 , L16 N 48' 18'33" W 50.00' 2) 31.17 feet in a clockwise direction along the arc of a curve having a central angle of 89' 18'
W W w rn I r) o ro o v, o r o M o r� o M to r� o rn fY -- ¢Q.p(16
0 'o co co co co " 06", a radius of 20.00 feet, a tangent of 19.76 feet and a long chord bearing N 84' 09' 35" E
Q I 18 17 co 16 °�? ui 1,5 °.� ui 14 � co 13 � ui 12 og m 11 � co 1 � 123.00 I L17 N 41'41 27 E 35.70
Z at a distance of 28.11 feet to a found 3/4 -inch iron pipe for the Point -of -Tangency;
ao oo Oo aD ro 0 L18 N 48'l 8 33 W 120.00 »
I °Kai Ora Ki r� r) r) r� o ( 3) S 51' 11 22 E for a distance of 513.51 feet to a found 3/4 -inch iron pipe for the
Z o tp L19 N 41'41'27" E 107.27' Point -of -Curvatura of a curve to the right;
h Q ( Z Z z z z z z g ( p V L20 N 48' 18'33" W 60.00' 4) 30.54 feet along the arc of said curve having o central angle of Sr 28' 36", a radius of 20.00
19 V• w 1 25 1L21 $ 41'41'27" W 3796' feet, a tangent of 19.14 feet and a long chord bearing S OT 27' 04" E at a distance of 27.65
.
V.W.P.D.E. feet to a found 3/4 -inch iron pipe for comer,
_ I�S 04.44'59" E I I I. L22 S 8TO9'06" E 12.46' 5) S 53' 42' 46" E for a distance of 50.00 feet to a 1/2 -inch iron rod set for the south comer of
�3 49.49' 65.00' 65.00' 60.00' 60.00' 60.00' 60.00' 60.00, 44.16' 4 I L23 S 02'50'54" W 15.00' Possendole Lane right-of-way (based on a 50' width);
�,`ti L24 N 87'09'06" W 22.54' 6) 118.60 feet in a counter -clockwise direction along the arc of a curve having a central angle of
N I .51'11'22" W L7 01' 56' 30% a radius of 3500.00 feet, a tangent of 59.31 feet and a long chord bearing N 36 18' 59" E at a distance of 118.60 feet to a found 3/4 -inch iron pipe for the Point -of -Tangency;
Lombermont Drive 7) N 34' 20' 44" E for a distance of 15.74 feet to a found 1/2 -inch iron rod for comer,
g g g a0 8) S 55' 39' 16" E for a distance of 123.57 feet to a found 1/2 -inch iron rod for comer, said iron
18 w 50' R.O.W. - 27' Pavement V rod marking an ell corner in the north line of the said 5.855 acre Reserve Tract;
THENCE: along the perimeter of the said 5.855 acre Reserve Tract for the following four (4) calls
0. N 51'11'22" W N 51'11'22" W CURVE TABLE 1) N 34 01' 23" E for a distance of 100.88 feet to a found 1/2 -inch iron rod for comer, said iron
0 6 c CURVE DELTA RADIUS LENGTH TANGENT CHORD. BRG. CHOF:D rod also marking the west comer of Lot 3A of the Amending Plot of BALD PRAIRIE SUBDIVISION as
I V'` 70.09' �S V� 37.20' - 60_00' 60.00' 60.00' 60.00' 55.00' 55.00' 55.00' described in Volume 6749, Page 20 (O.R.B.C.);
` _ - - - - - - - - - ` L9 Cl 2'10'55" 470.00' 17.90' 8.95' N 40'35'59" E 17.90' 2) S 47 11' 54" E for o distance of 480.33 feet to a found 1/2 -inch iron rod for corner, said iron
10' P.U.E. 110' P.U.E. I C2 89'18'06" 20.00' 31.17' 19.76' N 84'09'35" E 28.11' rod also. marking the south comer of Lot 2. BALD PRAIRIE SUBDIVISION as recorded in Volume 321,
C3 8728'36" 20.00' 30.54' 19.14' S 0727'04" E 27.65 Page 571 of the Brazos County Deed Records (B.C.D.R.);
3) S 44 49 42 W for a distance of 533.33 feet to a found 1/2 -inch iron rod for comer.
oil 1 W W W W w w w w C4 1'56'30" 3500.00' 118.60' 59.31' N 35'18'59" E 118.E0' 4) N 4711' 54" W for a distance of 404.16 feet to a found 1/2 -inch iron rod for comer,
_ (� C5 92'52'49" 25.00' 40.53' 26.29' S 04'44'58" E 36.25' THENCE: into the interior of the said 65.369 acre tract for the following sixteen (16) calls
I K°'i1 r� w 00 o 00 0 Oa o 00 -0 00 o ao o a 00 o C6 870711" 25.00' 38.01' 23.77 S 85'15'02" W 34.46' 1) S 38' 48' 38" W for a distance of 78.89 feet to a 1/2 -inch iron rod set for corner,
'm M m M M M Ede/weiss Gartens Venture 2) N 51' 11' 22" W for a distance of 98.00 feet to a 3/4 -inch iron pipe set for comer,
17 N 48'18'33" W n 1 ( 2 3 '¢ m 5 1D 6' co 7 co 8 C7 2'10 55 530.00 20.18 10.09 N 4V35'59"E 20.10
\ 4 r. v Remainder of 65.369 Acre Troct„ 3) S 38' 48' 38" W for a distance of 50.00 feet to a 1/2 -inch iron rod set for comer,
OD 00 00 00 00 00 C8 9252'49"'25.00 40.53 26.29 S 04'44 58 E 36.23
I 120.00' n n � F) M Ori Vol 5327, Pg. 118 4) N 51' 11' 22" W for a distance of 16.27 feet to 0 1/2 -inch iron rod set for comer,
a C4 C9 91'32'16" 25.00' 39.94' 25.68' N 83'02'30" E I 35.83' 5) S 38' 48' 38" W for a distance of 116.60 feet to a 1/2 -inch iron rod set for corner,
W
� �- Z Z Z Z Z Z I Z 0I 0)C10 0'59'08" 3450.00' 59.34' 29.67' N 3646'48" E 59.34' 6) N 51. 11' 22" W for a distance of 471.84 feet to a 1/2 -inch iron rod set for corner,
r` 01 0 o z BICC �� 7 5'--1 C11 2'31'24" 3500.00' 154.14' 77.08' N 3732'56" E 154.13' 7) S 41' 41' 27" W for a distance of 90.45 feet to a 3/4 -inch iron pipe set for the
N ui o QPoint-of-Curvature of a curve to the left;
I : f `nl 2 n � 00 0 10' P.U.E. I ( C13 3!49'34"" 3623.00 241.94 121.01 N 36.5351 E 24119 8) 40.53 feet along the arc of said curve having a central angle of 92' 52' 49", a radius of 25.00
1 ------ - - ---------------- -----
- v - - - - - -- - 90 00 00 25.00 39.27 25.00 S 0611'22" E 35.35'feet, a tangent of 26.29 feet and a long chord bearing S 04 44' 58" E at a distance of 36.23
Z N 48'18.'33" W - - ^ 66.8} 60.00 60.00 .60.00 60.00 55.00 55.00 55.00 C14 8TO7'11" 25.00' 38.01' 23.77' S 85'15'02" W 34.43' feet to a 3/4 -inch iron pipe set for the Point -of -Tangency;
, - _ '� N , a , C15 9) S 51' 11' 22" E for a distance of 5.25 feet for comer.
_ __ - 92 52 49 25.00 40.53 26.29 N 04 44 58 W 36.2.1
_ _ --�-- _ _ N_51-7122__ W 471.8_4 _
- 120.0 _ _- _ _: - - - _ _ : " , 10 S 38' 48 38 W for a distance of 50.00 feet for comer,
- _
C 6 �? v7 i - 2.,.00 _ _ [.� _ . ,� =---. - -
O .,3 0 23.79 S5 ! 5 02 W ,.�.. - - e t 1v 5# 11 W f r i n _
- -15' P.U. „ ) 2[ o a d stu ce of 0.�3 .flet. to a 3/4 mch Iron,prpe set for the
I pI E• W V 3 C17 92 52 49 25.00 40.53 26.29 S 04'44'58" E 36.213` Point -of -Curvature of a' curve to the left:'
16 0 0 ° 10 O C18 8707'11" 25.00' 38.01' 23.77' S 85'15'02" W 34.4'6'° 12) 38.01 feet along the arc of said curve having a central angle of 87' 07' 11 a radius of 25.00
Ui POI/!t 01r - 'nl .3 ui C19 90'00'00" 25.00' 39.27 25.00' N 06'11'22" W 35.36' feet, a tangent of 23.77 feet and a long chord bearing S 85 15' 02" W at a distance of 34.46
I _ C20 90'00'00" 25.00' 39.27' 25.00' N 8348'38" E 35.33 feet to a 3/4 -inch iron pipe set for the Point -of -Tangency;
869/nn/n9 '1 0 '� 13)S 41' 41' 27" W for a distance of 20.29 feet to a 1/2 -inch iron rod set for corner,
N 48'18'33" W e1 V 14) N 46 18' 33" W for a distance of 50.00 feet to a 1/2 -inch iron rod set for corner.
--�-
L20 Z CERTIFICATE OF OWNERSHIP AND DEDICATION 15) N 41' 41' 27" E for a distance of 35.70 feet to a 1/2 -inch iron rod set for corner.
I Lq 120.00' 16) N 48'18' 33" W for a distance of 120.00 feet to a 1/2 -inch iron rod set for corner in the
1 0 0 STATE OF TEXAS southeast right-of-way line of said Eagle Avenue;
p 0 COUNTY OF BRAZOS 1 Q. THENCE: N 41' 41 27 E along the southeast right -of -line of said Eagle Avenue for a distance of 107.27
1 .
ui1 .� o APPROVAL OF PLANNING AND ZONING COMMISSION feet for comer,
'n o 4 tri i, Chairman of the Planning and Zoning Commission of the „
to EDELWEISS GARTENS VENTURE owners and developers of the land hereby certify that the attached lot was dui approved THENCE: N 48' 18 33 W for a distance of 60.00 feet to the POINT OF BEGINNING and containing 16.258
I C� shown on this plot, and designated herein as EDELWEISS GARTENS. PHASE TEN City of College Station, y y p y pp
I t'! I 1 N 48'18'33" W by the Commission on the day of 20 acres of land. more or less.
L 12 Addition to the City of College Station, Texas, and whose name is subscribed
120.00' hereto, hereby dedicate to the use of the public forever. all streets, alleys, 1 0 I parks, easements, and public places thereon shown for the purpose and
1 I 0 consideration therein expressed.
1 o I O 0 Chairman:
ui I o e •.
1
U')5 ~
v
B/ock 26
1 Ede/weiss Gortens I
Managing Partner. J. Stephen Arden
1 Phose 12
Vol 7868, Pg. ,3O
1
1 L 18
fp L14
G
STATE OF TEXAS
CERTIFICATE OF CITY ENGINEER
City Engineer of the City College Station. Texas, hereby
1.
GENERAL NOTES:
ORIGIN OF BEARING SYSTEM: Bearings shown on this plat are based on
Texas State Plane, Central Zone. NAD -83 datum in accordance with
j
COUNTY OF BRAZOS
of
that this Subdivision
City of College Station 1994 GPS Control Monument No. 132.
certify Plat conforms to the requirements of the
1
h
Before me, the undersigned authority, on this day personally appeared
Subdivision Regulations of the Cit of College Station.
9 Y 9
Northing: 10190998.225 : Easting: 3565354.173 : Elevation: 318.29
N.G.V.D.
K/eine
c
1 1807 54
W
V
J. Stephen Arden. known to me to be the person whose name is
subscribed to the foregoing instrument, and acknowledged to me that he
2.
This property is zoned Rf The building setback requirements are
by the City College
Lone
•21" 132
45 #
n
L16
executed the same for the purpose and consideration therein stated.
established of Station Unified Development
60*R.O.W.
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tJ 00
Stotton
City Engineer
✓3.
Ordinance No. 2617.
1 Co 1898
Given under my hand and seal on this day of
City of College Station
According to Flood Insurance Rate Maps for Brazos County, Texas and
Qj �o'
1
20
Incorporated Areas, Map Numbers 48041 CO200 C i 48041 CO205 C.
effective July 2, 1992, this property is not located in a 100-yeor
flood hazard
2
Ede/weiss Gartens venture
I
`'f4.
area.
No lot have driveway to Eagle Avenue.
-93
�
Remainder of 65.369
Acre Tinct
5.
shall access
Unless indicated, lot 1/2"
013
i vol 5327, Pg.
118Not
Notary Texas
Public, BCounty,
otherwise all corners are marked with iron
rods.
O
I
CERTIFICATE OF SURVEYOR
.
O - Indicates 1/2„ Iron rod found
CERTIFICATE OF THE COUNTY CLERK
STATE OF TEXAS
O _ Indicates 3/4" iron pipe set
I
1
COUNTY OF BRAZOS
B PK Nail Control Monuments set- ® R.O.W.
I, Karen McQueen, County Clerk, in and for said County, do hereby certify that
Centerline Intersections
this plat together with its certificates of authentication was filed for record in
I, Kevin R. McClure, Registered Professional Land Surveyor No. 5650, in the
6.
Abbreviations:
my office the day of 20 in the Official
State of Texas, hereby certify that this plat is true and correct and was
Records of Brazos County, Texas in Volume . Page
prepared from an actual survey of the property and that property markers and
P.D.E. - Public Drainage Easement
monuments were placed under my supervision on the ground.
P.U.E. - Public Utility Easement
Witness my hand and official Seal, at my office in Bryan, Texas.
V.W.P.D.E. - Variable Width Public Drainage Easement
Kevin R. McClure, R.P.L.S. No. 5650
County Clerk Brazos County, Texas
EDEL WEISS GARTENS
PHAx--.-).cj TEN
16. 2543 A CRES
LOTS 14-22, BLOCK 17 ry LOTS 1-18, BLOCK 18
LOTS 17-25, BLOCK 19 N LOTS 1-8, BLOCK 22
LOTS 1-5, BLOCK 24 AND A 5.352 ACRE RESERVE TRACT
ROBERT STEVENSON LEAGUE, A-54
COLLEGE STAT/ON, BRAZOS COUNTY, TEXAS SIR
MAY, 2007
SCALE 1 " = 50'
Owner: Surveyor:
Edelweiss Gortens Venture McClure & Browne Engineering/Sure
Ara
311 Cecilia Loop 1008 Woodcreek Dr., Suite 103
College Station, Texas 77845 College Station, Texas 77845
(979) 846-8788 (979) 693-3838 CJ "
10590005-FP.dwg e•
glock 19
De Dj*e o-
50' R.O. - 27' Pawment
Vol.6992, Pg. 250
CSIS
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4:=
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N Scale: 1 50' s
t �� / I I I ( ( O
-4
17
Iff
,� '��ti '' 8 1 9 I I I 10 I 11 I 12 I ij 0,Z t ( ( 1 I 1 'Yotteria Ave.
I
_j W C4
N 55,00'56"
Park Renee Lone
I Biock 17 I 123.00'
Edelweiss Gartens, Phase Fight C Q An e--! 1
'691
LP.U.E. Vol 6992, Pg. 2-50 a
9 c!
26 _j 8 -
ISL _ - -18 Pork
to
tin:�,.�
Brandenburg Lone
25' Wide Public Alley
-315 f
Vol. 6992, Pg. 250N 54'06'55" W
S 5171:72" E 513.51';;•
123.00,Phase
42.3�� 65.00' 60.00' 60.00 60.00, C*1
- - - - - - - - --- - - - - - - - - - - - rry
Ll 60-00' 60.0o, 60.00, 46.17' r! fF I
10 P.M. L2 s Ten
4�
or F. R
Q Remll#)ing 5-152 Acres K t 2T"
to
Block 17 State Wighway, 40
Ld to 1�,Ut of the lied fji e r! t i W a
25 (> W W
W o r. ed er
_j 5.855 Acre Reserm rract was em h,
10 4 1 - _ - - i Edelweiss t�drtens, Phase El-ght
1W 1 4 a �_Ufile
w b Go b 00o. Go 110D 00 -0 _N
Co 53'12'53" W L. P a
I if p
00 b V01 6992, Pg. 250 T%r,;-nrA. nfb
22 Co
21
Q. OD OD -7 123
22 20 to _0D Lj 17 16 15 "a 14
't * 4 F 0 -123.00'- -- 0
0
ao
0 0 C3
Coo
to 113 0 TL--
11) Go OD
1`0 1 00 0 P.U.E. - .: !_ .
Z Z Z Z 0
V-WY.D.E. to Z Z Z
24 Ui 20 a! P_ r e ID P b.q
to - I . Vicinit Map
-JelS 04-44'59* E t173 'y
5 1 U. E.
P
L ca
FIELD NOTES
0. G - -60:90'- - + 4,3.26' - - N 5218'52* W
N 51'11'22* W
123.00' Being all that certain tract or parcel of land tying and being situated In theSTEVENSON
1i A R E ROBERT STE
KiElf i..DLjjfij1,! SURVEY, Abstract No. 54 In College Station, Brazos County. Texas and being a portion of the 05.369
rournay -Lane 0 R CURR
t:.,,.
acre tract described in the deed from W. Barton Munro, Trust -e and John Lampo, Trustee to Edelweiss
23 50' R.O.W. 27' Pavement 21 0! Gartens Venture recorded in Volume 5327, Page 118 of the Official Records of Brazos County. Texas
CQ
to (O.R.B.C.)and a portion of the 5.855 acre Reserve Tract of EDELWEISS GARTENS. PHASE EIGHT
15' PDE Subdivision as recorded in Volume 6992. Page 250 (O.R.B.C.) and being more particularly described by
40.27' 65 00' N 51 -11'22" W N 51 *24*51 W metes and. bounds as follows:
- - - - - - - - - -
- - - - - - - - - 65.00' 60-00, 60.00' 60.0-0, 60.00, 60.00 44.15'
4, 7 - - - - - - - -- - - - - - - - - - - - - .123.00'. LINE BEARIN 3 DISTANCE BEGINNING: at a found 1/? -inch iron rod marking the south comer of EDELWEISS GARTENt, PHASE
10' P.U.E. Ll 50'29'2 3" E 60.00" NINE Subdivision as 'recorded in `/dIume -7129, Page 279 (0.11-B.C.), he east comer of Lot 1, Block
7.5' _0 L2 S 53*42'4 5' E 50.00' 26 of EDELWEISS GARTENS, *PHASE 12 Subdivision as recorded In Volurrm 7868, Page 30 (O.R.B.C.) and
L said ;ran rod also marking the north comer of Eagle Avenue right-of-way (bused on a 60' width);
t W W Ui W Ci 22 1! OD L3 N 34:'204 C E i 5.74'
W W
Ci r _j S 55*39'15" E 123-57'
-0O El L4
b I
M -0 Co -C) (L _j THENCE: along the southeast line of said EDELWEISS GARTENS, PHASE NINE for the following two (2)
Lj 1`3 Co 0 co a: 00 L5 S 35"09'21 calls:
2) Q -0 0 Oro) b N 51-11'22" W W 56.14'
; -t coW J 4 Go 5 to 11R -W) 6 -to L6 N 51*11'2;!" W
to go - I * 98.00'
a- co ;a to 7 8 N
S 38"4,8'315" W 50.00' 1) N 41* 41' 27' E for a distance of 573.95 feet to a found 3/4 -inch iron pipe for the
Co to (0 00 0 ( 123.00' L7
n n V) V) 0 . I . I Point -of -Curvature of a curve to the left;
1b
011 b Z Z Z Z Z Z a- 1_: Z .1 Li L8 N 51*11'21!" W 16.27' 2) 17.90 feet along the arc of said curve having a central angle of 02* 10' 55*, a radius of
Z Z 0) r
D L9
10 S 38-48'313" W 116.60'
1b 7.5' lb 3k.; 470.00 feet, a tangent of 8.95 feet and a long chord bearing N 40' 35' 59' E at a distance
" N_-, 21 9) rj 2J U) L10 S 41*41'2.lr" W 90.45' of 17.90 feet for comer in the southwest line of said EDELWEISS GARTENS. PHASE EIGHT
ri W to
At 95 to -
IN B-7ock 18 1 1 0 to
W. L - - - - - -- 2o' P.U,E. Ll I S 51*1 V22" E 5.25' subdivision, corner also marking the west comer of Eagle Avenue (based an a 60' width);
_T__ N 51 -11 -ii; - - - - - - - - - - - - - - . . . . . . 421 L12 S 38*48'3 5" W 50.06'
04
ee - - W Q� � 10 N 5111'22" W
W r) P THENCE: along the southwest line of said EDELWEISS GARTENS, PHASE EIGHT for the following eight (8)
L13
N 51*1 1'2 !" W 10.28'
65.00' 65.00' 60.00' calls:
4L
- - - - -- - - - - - --- - - - - - - - - - - - - 60.00' 60.00' 69.16'
-0 It 60-00' 60.00' .4 io 1 123.00' L14 S 41*41'2�'" W 20,29'
Z _20' P.U.E. -1 T - - - - - - - - - - -- - - - - - - - N 4Er 18'3,5" W 50.00'
L15 1) S 50' 29' 28" E for a distance of 60.00 feet to a found 3/4 -inch iron pipe for comer,
Z " 1. 4
2093 f 7.5' 0
Z 0 24 0 00 L16 N 41'41'2 T" E 35.70' 2) 31.17 feet in a clockwise direction along the are of a curve having a central angle of 89'18'
1 R 'PA)
to M N 48-18'3,15- W 120.00 06', a radius of 20.00 feet, a tangent of 19.76 feet and a long chord bearing N 84 09' 35"
W hi W W L18 N 41*41'2 7" E 107.27' E at a distance of 28.11 feet to a found 3/4 -inch iron pipe for the Point -of -Tangency;
'stance of 513.51 feet to a found 3/4 -inch iron pipe for the
CO 3) S 51* 11' 22" E for a di
M -0 W 60.00' -of-Curvature of a curve to the right:
tu to 00 -0 1 L19 N 48' 18'3 5
0) n V) Co 10 N 5111'22" W Point
�w io to n V) V) 0 roqu -0 -A- I
18 7 to F" L20 S 41*41'2 W 37.96' 4). 30.54 feet along the arc of said curve having a central an. of 87* 28' 36". a radius of
16 15 14 "OD Co -00 IR
10 123.00' (0
't to to 20-00 feet, a tangent of 19.14 feet and a long chord bearing S 0-r 27' 04' E at a distance
Z Ij 12 11 W 'R I
zo ;0 6D OD "0
IZ-h :N� I n 'I ro - of 27.65 feet to a found 3/4 -inch iron pipe for comer,
Z Z 0
Z Z Z C; 5) S 52T 42' 46* E for a distance of 50.00 feet to a 1/2 -inch iron rod set for the south
tz Q� Z Z
19 1+ V.W.P.D.E. 25 C! comer of Possendole Lane right-of-way (based an a 50' width);
6) 118-60 feet in a counter -clockwise direction along the arc of a curve having a central angle
S G4-44'59' E
CURVE DELTA RADIOS of 01' 56' 30', a radius of 3500.00 feet, a tangent of 59.31 feet and a long chord bearing N
C� C1 LENGT.-I TANGENT CHORD. BRG. CHORD 35' 18' 59" E at a distance of 118.60 feet to a found 3/4 -inch iron pipe for the
2' 10'55" 470.00' 17.90.1 Point -of Tangency;
> 49.49' 65.00' 65.00' 60.00' 1 .60. 1 00, 60.00, 60.00, moo, 44.16' 8.95' N 40*35'59" E 17.90' -71 M *%AI '2n' AA" r 9-
N 5111'22" W .31.17 19.76 N 8,rOg'35" E 28.11' r a distance or 10.11'r feet to a found I/2 -inch iron rod for comer.
L6 C3 8728'36" 20.00' 30.54; 19.14' S 07'27'04' E 27.65' 8) S 55* 39' 16' E for a distance of 123.57 feet to a found 1/2 -inch iron rod for comer, said
Lambermont 9tive C4 1'56'30" 3500.00' 118.6( ' 59.31' N 35* 18'59" E 118.60' iron rod marking an ell comer in the.nor4h I line of the said 5-855 acre Reserve Tract -
18 9 C5 3'49'34' 3623.00' 241.9d-' 121.01' S 3653*51' W 241.89'
a 50' R.O.W. - 27' Pavement _j THENCE: through the interior of the said 3.855 acre tract for the following three (3) calls:
C6 9-752'49" 25.00' 40.531* 26.29' S 04!44'58' E 36.23'
N 51'11'22" W C7 8-r07'11 " 25.00' 38.0 1!1' 23.77' S 85' 15'02" W 34.46' 1 ) S 3T 09' 20* W for 3 distance of 56.14 feet to a 3/4 -inch iron pipe set for comer,
0 bt N 51'11'22' W C8 2'10'55' 530.00' 20.181' 10-09' N 40-35'59" E 2) 241.94 feet in a clockwise direction along the arc of a curve having a central angle of OT
70.09' 37.20' 60.00, 60.00. 55 C9 20.18' 49' 34, a rojius of 3623.00 feet, a tangent of 121.01 feet and a long chord bearing S 36'
- --- L8 S 04-44'58" E 36.2,3' 53' 51" W at a distance of 241.89 feet for comer,
10' P.U.E. 60-00' 60.00 .00, 55.00' 55.00' C10 92*52'49" 25-00' 40.5.31* 26.29' -02'30' E 35.83' 3) S 3tr 48' 38" W, at a distance of 137.38 feet pass the south line of the said 5.855 acre
10' P.U.E. 91'32' 16" 25.00' 39.94!1* 25.68' N 83
CII 0'59'08' 3450.00' 59.341 29.67' N 36*46'48* E 59.34' tract, continue into the interior of the said 65-369 acre tract for a total distance of 216.28
C12 73 1'24* 3500.00' 154.1,I' 77-08' N 3732'56" E 154.13' feet to a 1/2 -inch iron rod set for comer,
91 wLU LU I p LU C13 90 00'00" 25.00' 39.27, 25.00'
S 06*11'22" E 35.36'
C14 THENCE: continue through the interior of the said 65.369 acre tract for the following fifteen (15)
ul 0 to b to -0 to - - OD 8_r07'1 1" 25.00' .38.011 23.77' S aF 15*02" W 34.46'
ff) r) b 0- b calls:
-OD r 'o
17 N 4,818', - to . n !1) C15 92'52'49" 25.00' 40.531 26.29' N OC44-58- W 36.23'
N 00 CO td 00 C6 %
3 1� 3 "1 W -,t W 2 5 to 6 7 8 Edelweiss Cartens Venture C16 87'07'11" 25.00' 38.011 23.77' 1) N 51' 11' 22' W for a distance of 08.00 feet to a 3/4 -inch iron pipe set for comer,
C14 r- . - :t I
0) OD _j Remainder of 65.J6,9 Acne irruct S ST 15'02' W 34.46'
120.00 n 00 00 :=
:t r) to n n Vol 5,Y27, Pg. 118 C17 92'52 49" 25.00 40.5,31 26.29' S 04*4-4*58" E 36.23' 2) S 38* 48' 38' W for a distance of 50.00 feet to a 1/2 -inch iron rod set for comer,
bl Z Z Z Z Z Z Z C18 87'07'11 25.00' 38.0 ti 23.77' S OF15'02 9. W 34.46' 3) N 51* 1 V 22" W for a distance of 16.27 feet to a 1/2-inc corner
4) S 38. 48' 38' W for a distance of 116.60 feet to a 1/2 -inch iron rod set for comer,'
o C19 WOO'00" 25.00' 39.27' 25.00' N 0611'22' W 35.36'
S4 to 7.5o '
2 TDO 7 C20 5) N 51* 1 V 22' W for a distance of 471.84 feet to a 1/2 --inch iron rod set for comer,
U') 10' P.U.E. J::7jock 9croo'00" 25.00' 39.271 25.00' N 8,T48'38" Er .35.36' 6) S 41* 41' 27" W for -
to Iri 22 a distance of 90.45 fed to a 3/4 -inch iron pipe set for the
N 48218'33' 1 �,j - - --j I . Point -of -Curvature of a curve to the left;
Z 66.84' 1 55. 11
W_ N N 60.00. 6,iocT _i_065; - - - (TO 55.00' _5�7057 7) 40.53 feet along the arc of said curve having a central angle of 9Z 52' 49", a radius of
N 5171 22r W 41-7.84' 25.00 feet, a tangent of 26-29 feet and a Ion chord bearing S Or 44' 58- E at a distance
of 36.23 feet to a 3/4 -inch iron pipe set for the Point-of-Tongency;
b 15' P.U.E. 8) j 51* 11' 22 E for a distance of 5.25 feet for comer;
9) S 38' 48' 38' W for ad distance of 50.00 feet for comer,
fth7e Of tol - CV Point -of -Curvature
51* 11' 22' W for a distance of 10.28 feet to a 3/4 -inch Iron pipe set for the
to nt-of -Curvature of a curve to the left;
I_fiegi,7171ng
CERTIFICATE OF SURVEYOR 11) 38.01 feet along the arc of said curve having a central angle of 8-r 07' 11a radius of
L V N 48'18',3,3" W Z STATE OF TEXAS 25.00 feet, a tangent of 23-77 feet and a long chord bearing S OF 15' 02* 'W at a distance
w120.00' COUNTY OF BRAZOS of 34.46 feet to a 3/4 -inch iron pipe set for the Point -of -Tangency,
12) iron S 41* 41' 27* W for a distance of 20.29 feet to a 1/2 -inch in rod set for comer,
bi
13) N 48" 18' 33' W for a distance of 50.00 feet to a 1/2 -inch iron rod set for comer,
C) CL b 1, Kevin R. McClure, Registers,( Professional Land Surveyor No. 5650, in the 14)N 41' 41' 27' E for a distance of 35.70 feet to a 1/2 -inch iron 'rod set or comer
.61 - . 1� State of Texas, hereby certify fat this plot is true I c r;
101 2 ct and was 15) N 48" 18' 33' W for a distance of 120.00 feet to a 1/2 -inch iron rod set for corner
ta 4 to prepared from an actual survey a' the property and era and southeast right-of-way line of said Eagle Avenue; in the
to
monume is aced under my supervision on t
N 4818'3,3- W GIs
THENCE: N 41* 41' 27' E along the southeast right -of -fine of said Eagle Avenue for a distance of
APPRAVAL OF PLA IN DoZONING COMMISSION 107.27 feet for comer;
120.00'
Commission of the Kevin . ..................
n of the Planning and Zoning C n i -
tify that the Q
krt was duly approved THENCE: N 48' 18' 33'. W for a distance of 60.00 feet to the POINT Or BEGINNING and containing
Y 6V College Statio'n, hereby cX. i__R.__Mc__6ure, R.P.L.S. No. 500
bi he Commission on the KEVIN R. MCCLURE
CERTIFICATE OF OWNERSHIP AND DEDICATION by t --I
C! b ei� OZ)_ ...................... 1_ 10.906 acres of land, more or less.
5 %,o 5650
to % ;5>,
to STATE OF TEXAS % Nssld`�.-,
R/Ock 26 5' P.U.E. COUNTY OF BRAZOSOQ
............ .
I roelwdiss Gartens C SURN,
Phase 12 Noun FD T- owners and developers of the land show IF
Vol 78M, ag. 1.71 on this plot, and designated herein as EDELWEISS GARL P n GENERAL NOTES: L PLAT
EME JEN Addition 1 ORIGIN OF learings shown on this plot are based on
to the City of College Station, Texas, and whose name is subscribed hereto,
1.01 Texas State Plane, Central Zcne NAD -83 datum in accordance with -M
-4 hereby dedicate to the use of the public forever,, all streets, alloys, parks. CERTincATE OF CITY ENGINEER City of College Station 1994 ]'PP� Control Monument No. 132.
easements, and public places thereon shown for the purpose and consideration Northing: 10190998.225 : Eoilting: 3565354.173 : Eleyietion: 318.29
IBID7 r of the City of College Station, Texas, (N.G.V.D.) %_4 Mnehereby certify that this Subdivision Plot conforms to the requirements of the 2. This property is zoned R-1. TENKleine La-1AR r _j therein expressed.
Z . 1 .54! L15 I, N/A7J 6 L-5195 , City Engines EDEL ff WISS
% A ru:S Ion.# 132 "'he building setback requirements are
60P R.O.W. 1 -4 '1 R I M I Subdivision Regulations of the City of College Station. established by the City of College Station Unified Development
0"9 Ordinance No. 2617.
tO Mono g artne J phin ArenS rc 1 3. According to Flood Insurance Rate Maps for Brazos County, Texas and
PjffAA`:7y m TEN
Incorporated Areas, Map Numll,ers 48041CO200 C 8 48041CO205 C,
. Ry"Engineer -SAf effective July 2-, 2, his pl-operty is not located in a 100 -year
Edeliviviss Gartens Venture 199 t
Remainder of 65.J69 Acre Tract City of Colleg� Station flood hazard area.
Vol 5J27, Pg. f 18 4. No lot shall have driveway ac cess to Eagle Avenue. 10-906 ACRES
STATE OF TEXAS 5. Unless otherwise indicated, Gill lot comers are marked with
COUNTY OF BRAZOS rods. .1 /2" iron LOTS 14-22, SLOCK 17 LOTS 1-18, BLOCK. 18
Before me, the undersigned authority, on this day. personally op LOTS 17-25 BLOCK 19 LOTS 1-8, BLOCK 22,
eared 0 - Indic' ites 1/2" iron rod found 0
India
StehenArden known to me to be the person whose name is CERTIFICATE OF THE COUNTY CLERK 0 - Ind* ites 3/4" iron pipe set AND LOTS 1-5, SLOCK 24
subscribed to the foregoing instrument, and acknowledged to me that he PK Indic
executed the some for the purpose and consideratior.0 - oil Control Monuments set *.*.O.W.
Ij Karen McQueen. County Clerk, in and for said County, do hereby certify that Ce Arline Intersectiorls
INK a nt, ROBERT 57EVL-IVSOIV LEAGUE, A-54
' I ' X Rh Its cert, 9 a authentication. was fit for record in
G nW44- day
11�Lc f
this plot togeth 6. Abbreviations:
Given under my hand and seal on this my office the y ID PA -6K�6 er 20 1>1d, in the Official
of
20 %'W1 ;r, _ I COLLEGE STATION, BRAZOS COUNTY TEXAS
N P.D.E. PLIblic Drainage Easement
Records of Brazos County, Texas in Volume Page Tro
P.U.E. - PLblic Utility Easement
X -
E MAY, 2007
Witness my hand and official Seal V.W.P.D.E. - Wriable Width Public D
'A A at my office in Bryan, Texas. rdinage, Easement SCALE- 1 50
Public, Notary
Brazds County, Texas
Owner: Sur-vayorw
Edelweiss Gartens Venture McClure & Browne Engineering/Surveying, Inc.
Brazos bounty, Texas
flit County 311 Cecilia Loop 1005 Woodcreek Dr., Suite 103
College Station, Texas 77845 College Station, Texas 77845
(979) 846-8788 (979) 693-3838 04M
10590005-FP-dwg