HomeMy WebLinkAboutDrawingsVICINITY MAP N.T.S.
CURVE
RADIUS
DELTA
ARC
TANGENT
BEARING
CHORD
C1
430.00
01'46'39"
13.34
6.67
N
89' 14'51 "
W
13.34
C2
430.00
20"22'21 "
152.89
77.26
N
78' 10'22"
W
152.09
C3 1
18.50
83'47'31 "
27.06
16.60
S
70'07'03"
W
24.71
C4
730.00
14'07'59"
180.07'
90.49
N
35' 17'17"
E
179.61
C5
670.00
14'07'59"
165.27
83.06
N
35' 17'17"
E
164.85
C6
18.50
83'47'31 "
27.06
16.60
N
13'40'28"
W
24.71
C7
430.00
07'51 '51 "
59.02
29.56
N
51'38'18 "
W
58.97
C8
370.00
40'21 '51 "
260.66
136.00
S
67'53' 18"
E
255.30
C9
370.00
02'03'57"
13.34
6.67
S
89'06'12"
E
13.34
C11 0
370.00 7
02-54'11
18.75
9.38
N
40'54' 1 1"
E
18.75
C11
370.00
40'51'33"
263.86
137.82
N
19'01'19"
E
258.30
C12
60.00
166'44'50"
174.62
516.48
N
08'01'00"
W
119.20
C13
25.00
67'48'02"
29.58
16.80
N
41'27'23"
E
27.89
C14
430.00
22'41'00"
170.24
86.25
S
18'53'52"
W
169.13
C15
430.00
12'06'55"
90.92
1 45.63
S
36-17'49"
W
90.75
CERTIFICATE OF SURVEYOR
I, Donald D. Garrett, Registered Professional Land
Surveyor No. 2972, of the State of Texas, hereby
certify that this plat is true and correct and was
prepared from an actual survey of the property
made under my supervision on the ground and that
the metes and bounds describing' said subdivision will
describe a closed geometric:: form, ,'
EASEMEN NOTES:
Pipeline Easement to Humble Pipeline Co. as recorded in Vol.49 Page 24. (Blanket). .1. * Deed Bearing used as Basis of Bearing.
.20'. Wide Electrical Easement to City of Bryan as recorded in Voi.98 Page 76. (Blanket). 2• This property does not lie Within, the 100 -year flood hazard
10' Wide Right -of -Way Easement to City of College Station as recorded in Vol,418 Page 527. (Shown): area as established by the Federal Emergency Management
Agency (FEMA), Flood Insurance Rate Map (FIRM) Community
10' Wide Right -of -Way Easement to City of College Station as recorded in Vol.418 Page 530. (Shown). Panel NO. 48041 CO163 C; Effective Date July 1992.
10' Wide Water Line Easement to Foxfire Development Corporation as recorded in Voi.351 Page 182. (Shown).
3. Current zoning is as shown'.
15' Wide Water, Line Easement to City of College Station as recordboV in Vol.614 Page 36. (Shown).
10' Wide Public Utility Easement to City of College Station as recorded in Vol.612 Page 589. (Shown). 1
20' Wide Public Utility Easement to City of College Station as recorded in Vol.612. Page 589. (Shown). \\
EXISTING 10' PUBLIC
UTIUTY EASEMENT
(418/527) \\
/ NOW OR FORMERLY \� .
/ STEPHANIE SALES SINGLETON \\
5:50 ACRES
�� •. �: VOL. 4000, PG. 308
,Q X�1 i. �r`%e ZONED M-1
,N 9 %\ Q
tK 1
Gj S� 2.15 ACRES / �., �9• 9r� QQ o` 1),
Oj O 0AA'
_ _ 1•z� „.)
U
tK
2.71 ACRES
1.99 ACRES C-:)\ O '9c
Temporary
O _ C-u�t_de-sac ? 12 •. ��J
74. 6
72' o -�, �� o• A
N 01'24'2$"\�°°as �•��y orQ� /.
NOW OR FORMERLY _..'�...� J� \ti D / / •\
ARC/ AMS TRACT 20 Public eutility
9 Easement c
21.12 ACRES v 'o \� /'�,% °90��� Q�°� / �'/ �, ., .�
e
w1.52 ACRES
VOL. 612, PG. 5.89 Al
ZONED M-1 00 NQ o 10 °'� �• s '��a`�.�\'/
( °ao w ��• �"�
2.65 ACRES Q / ���
PLATTED d- _ I oAi
CN
a \ t0 2.67 ACRES oLL
LL.I LL 1
1PROPOSED20' / Q\ o
BUC UTLITYEASEMEN -..9�Acro oa,ac,
10 1
o
O O . _
14725'_.. 1.85 ACRES %. J �'� \ �QJ4.
/ /ti`�0 1� j
O O�"�\\��\\���. °? C \ O.. apt°/ �o' �✓. /'�
00 E0 tK
00 OC)
(n (� • 00 + \46
9 • \ 60 • R -16 1 G 0 10 0" s '/li'iq sc<O
/2D' Utilit Easement � H ? -14 4• 41
qJ �• �, G u'S >>' �'O 9 Q O
�� PROPOSED 20' / 12/589) 3.14 ACRES \ ��s,8 qoR Q ' ��o
j a LIC �UTIU- EASEMENT �/
00
Z F N 00'08' 11 " W '.'Water a Easement 8
0 O ¢ `� 142.00 ® pU6 ?0' p?o \ / \
3 d `o �.: (3 , /182) ,� ��° Ln °SFo00
00 ,"� O u� AGF `'' J 2.86 ACRES \Q0 (\
0 LO
�-S
�.
1.
�N / °a'° I 50' ACCESS AND SHARED 0
50 ACCESS AND SHARED !1 �, 0 Lo
Z PARKING; DRAINAGE' AND
iia: \ ' o PARKING, DRAINAGE AND PUBUC UTiILTY EASEMENT
1 PUBLIC UTIILTY EASEMENT N
• (m ' _ .. _ N 0008' 11 " Y1-498 , -,. °
_ ��
c a r 248.9 i 249.15 U N 00'08 11 W 248.68 N 00'08' 11 " W 326.19 00 Co
co �I PRO sED Z
20' w �Z.'
EASEMENT t. 6 w w 5 ( w) I 4 w �- 3 Z
o - - - -
o - 7 0 1.00 ACRE N �' 1.00 ACRE d lPtOo 1.00 ACRES o .-0 1.30 ACRES 0°
�! i -- NIS
a< 1.48 ACRE
AGE AND �.-� ab'�'- r a°fo) I °°
_ o AUBLI UTIILTY EASEMENT PROPOSED 10' I 1Z Z � 1
u� ! o ..
PUBUC U711i1Y EASEM
248.95 ..._ .
X6:56
3.1.9:30
- N 00007'22" W-1429.93'(Deed)
N 00008"11 " W--1430.40'(Act.) g
[EARL RUDDC�G�3
FR[E[EWAy SGU7n1
(STATE HIGHWAY No.6 - EAST BYPASS)
Right -of -Way Width. Varies
Asphalt Pavement Width 40'
NOW OR FORMERLY
CSL OF TEXAS, INC.
3.50 ACRES
VOL. 3626, PG. 118
ZONED C-1
PLATTED
Field Notes
21.45 Acres
Being part of that certain 31.42 acre tract or parcel of land lying and being situated in the MORGAN RECTOR SURVEY,
A-46, College Station, Brazos County, Texas, conveyed to Emanuel Glockzln, deed recorded in Volume 5193page 127, Official
Records of Brazos County, Texas and being more fully described as follows:
BEGINNING: at a 5/8" Iron rod found at a 10" Cedar Post in the easterly right-of-way of Earl Rudder Freeway South
(State Highway No. 6, East Bypass), some iron rod being the common corner between said 31.42 acre tract, and a 21.12
acre tract- deeded to ARC Records as recorded in volume 612 page 589, Official Records of Brazos County, Texas some
corner being;
THENCE: S 47'47'31" E - 1069.43 feetacross said 31.42 acre tract to a 1/2" iron rod found;
THENCE: S 47'47'31" E - 400.07 feetalong the common line of said 31.42 acre tract and a 5.50 acre tract deeded to
Stephanie Sales Singleton recorded in volume 4000, page 308, Official Records of Brazos County, Texas, to a 1/2" iron rod
found, some rod being in the north right-of-way line of Sebesto Rood;
THENCE: S 42'17'37" W - 623.93 feet along said north right-of-way line of Sebesto Road to a 1/2" iron rod found and
corner;
THENCE: N 88'25'03" W 665.46 feet along said 31.42 acre tract and a 3.50 acre tract deeded to CSL of Texas, Inc.
recorded in volume 3626, page 118, Official Records of Brazos County, Texas to a 1/2" iron rod I found in the east
right-of-way line of Earl Rudder Freeway South (State Highway 6);
THENCE: N 00'08'11" W -- 1429 feet along the east right-of-way line of Earl Rudder Freeway to the PLACE OF BEGINNING;
and containing .21.45 acres of land, more or less, according to a survey made on the ground under the supervision of
Donald D. Garrett, Registered Professional Land Surveyor, No. 2972 in July 2004.
VICINITY MAP N.T.S.
CURVE
RADIUS
DELTA
ARC
TANGENT
BEARING
CHORD
c 1
430.00
01'46'39"
13.34
6.67
N
89' 14'51 "
W
13.34
C2
430.00
20'22'21 "
152.89
77.26
N
78' 10'22"
W
152.09
C3
18.50
83'47'31 "
27.06
16.60
S
70'07'03"
W
24.71
C4
730.00
14'07'59"
180.07'
90.49
N
35' 17'17"
E
179.61
C5
670.00
1 4'07'59"
165.27
83.06
N
35'17'17"
E
164.85
C6
18.50
83'47'31 "
27.06
16.60
N
13'40'28"
W
24.71
C7
430.00
07'51'51"
59.02
29.56
N
51'38'18"
W
58.97
C8
370.00
40'21 '51 "
260.66
136.00
S
67'53'18"
E
255.30
C9
370.00
02'03'57"
13.34
6.67
S
89'06'12"
E
13.34
G 10
370.00
02'54' 1 1 "
18.75
9.38
N
40'54' 1 1 "
E
18.75
c 1 1
370.00
40'51 '33"
263.86
137.82
N
19'01 "19"
E
258.30
C12
60.00
166'44'50"
174.62
516.48
N
08'01'00"
W
119.20
C13
25.00
67'48'02"
29.58
16.80
N
41'27'23"
E
27.89
C14
430.00
22'41'00"
170.24
86.25
S
18'53'52"
W
169.13
C15
430.00
12.06'55"
90.92
45.63
S
36'17'49"
W
90.75
CERTIFICATE OF THE ENGINEER
I, Donald D. Garrett, Registered Professional Engineer
No. 22790, in the State of Texas, hereby certify that
proper engineering consideratippri has, been given to
DonaldD. Garrett, P E.'No. 22790
CERTIFICATE OF SURVEYOR
I, Donald D. Garrett, Registered Professional Land
Surveyor No. 2972, of the State of Texas, hereby
certify that this plat is true and correct and was
prepared from an actual survey of the property
made under my supervision on the ground and that
the metes and bounds describing said subdivision will
describe a closed geometric form.
Donald ;D.,:Garrett, R.P.L.S. No. 2972
�D NoHc� 621 9,45 A c�R IE a
OUT OFA 31.42 ACRE TRACT
FROM C-1 TO M-1
CENTURY, HILL
DEVELOPMENT
31.42 ACRE TRACT
VOL 5193, PG. 127
MORGAN RECTOR SURVEY - ABSTRACT NO.46
COLLEGE STATION, BRAZOS COUNTY, TEXAS
SCALE: 1" =100'
APRIL 11, 2005
Developer:
Century Hill, Ltd.
Emanuel Glockzin, Jr. President
4500 Carter Creek Parkway, Suite 101
Byran, Texas 77805
(979) 846-8878
GARRETT ENGINEERING
Consulting Engineering & Land Surveying
4444 Carter Creek Pkwv. STE. 108. Bruen. TX 77802
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