HomeMy WebLinkAboutDrawingsy
". L41
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TxDOT Drainage Channel 1
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r 1
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049 •vo '\ V \ \ \\I
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p .1 , _ _ I ailed �or`� 1 \ \ �!
// 1/ / 9meht 0 qc N `oi 6 'req/. • 0 %/ °0
/. 96, oma,. ! s ��.15 N \ �' h i ( t \
Axl / �(�(l -� Il_ p�'
222 ���.E_�N
' \ 85..; lI , .fir I too
220 - - -/ \ �s� I �`�� %,/ / / 1 0
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-�� \ 1 \ I \ I ✓.1�% /// �\\ \ t'o - a . Existing i�- - �K/ \ l / //� / / / / N \ \ o \\
l / ti� \\ ? ). 1 ✓ 11' / / 21 ( Pond r ,� , l ) / //
TIG� � ( �\� a ! f I 1 ✓ \ , 2, 4 ' / / \ � I ti
p, k''"t%n910 �, �'2 I �`I / \ \) n w 2
roT 3
- 1 I • -,� r II \ - l / \ ore 'SU 1 / 200
\ \ 1 /Ram iso I� \
Existing 0 1.. \ 4-.
P o I ` % 1 IN
y -r- U
/ o I III Pond l \ \ / l /� . �f' 4
O 4 /
o \ T \ o
-Pro-.-=40_Accss .
/ / \
1\ /
2 S Easement &P U.E. _
208
\
�• \
I % \ / / x . w \ Oi (ra erv/ �Oc rop _ rsi� F
J/ c Q \ of F 4 N \ 6
j > ( ^ Lot 1, E3/ock 1 -'3-
-Lot / / 1P o �� �c - ee Te/ lot, \ ose p) say, . \
/ ( 12 - / \\/// i - / �y 202 \ ok t / lb ep op rh@ Ac % �` �� \ \ 7
30.51' Ac. I Tog - / i / o cc a� . 2� °do„ ho r ht Pes s, \
/. ( 7 / / / / oo y� i / ed� e Fs s \ ass \ \ \ 8
02
I a T Existing / ` / / // "wo �°' f 2 �jt
\ \\
Pond "' --Lot 1, Bock 1 / p +' c,� i
45.79 Ac. .. Q c - ice/ N o o` \
20
,0�) / • ' '� \ 111) o\
Approximate Location of \ \ \ \
/ 06 - ��•-- � -\ \\ \� J �' � /,� -- _ � :Lot 1, Block 1 0 \\
\ •h/ / ti r �-� \ Co/%d 92.517 Acre / % / 100 year Flood Plain (Zone A) (' \ \ \
Q - 16.09 Ac.% erFEMA Mo 481041CO215 C Peach Creek Fortner; Ltd. �� P p � Vo%. 6905, Pg. 96 i Effective Date: July 2, 1992i / , \ R� / JeA
,,o'
,-� 0
6
/ / X , 11 / / \ / / t1l . .l, I �� Q S -E
\ q Peach Creek // �6 \ \ 71 1 1 \ \
./ �- --. / �\ �9 N• � 1 G' � / 200
/%/
I/ic 0 ty Map
�Alli
dl� SJ
ERAL NOTE
ropose , Lad Uses are Single Family Residential and Commercial.
Property is in the ETJ and not currently Zoned.
ORIGIN ;F BEARING SYSTEM: Bearings shown hereon are based on NAD 83 Grid
North (Texas State Plane Coordinate System Central Zone) from GPS
Observations.)
Existing LGroynd contours shown on this drawing were obtained from the City of
iorig program ()
College Station aerial � _, --Rate
contours mapping 2005 _
L ccordir�g t , the Flood insurance Rate maps for Brazos County, Texas and
ncorporhted Areas, Map Number 48041 CO215 C, effective July 2, 1992, a portion
f this property is located in a 100 -year flood hazard area (Zone A).
ater service will be provided by Wellborn Special Utility District.
ElectricI Service to be provided by Bryan Texas Utilities (BTU).
Notes from Brazos County Health Department:
a) All lots ('served by an OSSF must comply with county and state regulations.
No II OS F may be installed on any lot without the issuance of an
"a thori ation to construct" issued by the Brazos County Health Department
und rte provisions of the commissioners court of Brazos County, pursuant
to hel
I 1provisions of section 21.084 of the Texas Water Code. No _ OSSF
dr in field is to encroach on the 100 -foot sanitary zoned private water
wel p or 150 feet of public water wells.
b All lots will 'be required to
�, q have a site/soil evaluation on file with the Brazos
coupty health department before on-site sewage facility may be constructed
c) On site sewage facilities disposal areas shall not encroach the 100 foot or
the)) 150 foot sanitary zone of a private or public well, respectively.
\ Ili i
--4 _ . _ 202 ; / '= = �'� �' "( JL 12
L32
\ R each Creek . ?CO ` \\\ �✓ J_ - - - - - - - --
201 L20 _ i \
-l ��.�✓ /i/ I / ( /' \� �\ ll ��� ) l I f = - = , yb( �\ `� \ Legend
+I.%
�\ ` 8W Proposed Water Line w/size
�. 12W- Existing Water Line w/size
\ % ` I \Y� �- / Boundary Line
L28 I l/ / , II Peach Creek Partners Ltd.
-200.
�' ` / �� ry
Proposed Lot Line
V / (
/ �96 2
/ \ / // / Called 629.961 Acres ✓ o€ OOE Overhead Electrical Line
/ � I \ /t � � ( .J � � 1 \``I �i
E
Vol 4227, Pg. 119 / cr \ x x x x- Wire Fence
l / Vol. 4227, Pg. 145 o \
.S.U.D. - Wellborn Special Utility District Esmt.
\ G �\ ,.U.E. - Public Utility Easement
a Existing Contour Line
L48 / // ^ C �,r I % \\ _ b Proposed Fire Hydrant
L49 Guy Anchor
❑ Concrete R.O.W. Marker With Brass Cap
III J ,' ® 5/8" Iron Rod With Brass Cap
O 3/8 Iron Rod Found
@ 1/2" Iron Rod Found
-o- Power- Pole
CURVE TABLE'
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD BRG.
CHORD DIST.
C1
26'14'12"
332.00'
152.03'
77.37'
N 75' 12'24" E
150.70'
C2
28'10'34"
304.58'
149.78'
76.44'
S 73.37'01 " W
148.28'
Telephone Pedestal
® Water Meter
a Water Valve
I
\/
ft
\ ��2 _
los
LhAIL r,ABLE
LINE
LINE TABLE
LINE
L21
BEARING
131.42'
DISTANCE
L1
S
23'43'54"
E
103.75'
1_2
S
42' 10'00"
E
143.49'
L3
N
78'44' 13"
W
102.83'
L4
S
69'07'33"
W
115.98'
L5
S
72'52'55'
W
380.03'
L6 `
S
39'36'04"
W
136.76'
L7
S
64' 14'36"
W
205.55'
L8
S
37'38'31 "
W
59.48'
L9
N
8922'22"
W
61.35'
L10
N
21'13'17"
W
41.24'
L11
N
14.47'39"
E
149.37'
L12
N
62'11'39"
W
36.19'
L13
N
83'49'48" W
80.06'
L14
N
68'48'28"
W
86.06'
L15
S
81'50'17"
W
82.20'
L16
S
20'33'41"
W
103.44'
L17
S
2'29'27"
W
85.42'
L18
S
57'29'11"
W
150.16'
L19
S
14'14'10"
W
68.27'
L20
S
43'08'28"
E
65.26'
LhAIL r,ABLE
LINE
BEARING
DISTANCE
L21
S 1 T09'54" E
131.42'
L22
S 52'36'22" W
51.74'
L23
N 44'32'46".W
95.07'
L24
S 7T 13'59" W
122.45'
L25
S 46'26'38" W
198.57'
L26
N 61'54'21" W
45.88'
L27
N 66'33'42" W
38.95'
L28
N 5557'45" W
164.60'
L29
N 74'40'54" W
87.32'
L30
S 23'35' 16" W
107.65'
L31
S 60'37'09" W
57.99'
L32
S 66'21'24" W
243.49'
L33
N 42'27' 18" W
174.79'
L34
N 79'19'24" W
154.91'
L35
S 86'44'19" W
124.93'
L36
S 59'59'56" W
113.52'
L37
S 1653'50" W
109.52'
L38
S 31'45'01 " E
85.93'
L39
S 89'02'15" E
125.97'
L40
S 6T54'21" E
69.42'
SCALE.- 1 " = 200'
�I
prepared Bv'
each(xr `eek Partners," LTD. McClure & Browne Engineering/Surveying, Inc. ,
0.0 Bo�, 1008 Woodcreek Dr., Suite 103
illican, 5977866 College Station, Texas 77845
979) 595 5151 (979) 693-3838 /
10570009-010-01.dwg
I
LIM- TABLE -
LINE
BEARING
DISTANCE
L41
S
0'23'25"
E
31.46'
L42
S
68'49'44" W
148.54'
L43
S
0'29'44"
E
175.98'
L44
S
45'33'30"
W
75.27'
L45
S
15'54'14"
W
111.05'
L46
S
35'37'09"
E
104.51'
L47
S
5'46'02"
W
72.65'
L48
S
50'50'56"
W
45.50'
L49
S
18'52'12"
E
91.37'
L50
N
75'01'27"
E
73.38'
L51
S
45'40' 10"
E
105.41'
L52
S
3'36'55"
E
48.58'
L53
S
37'42'18"
W
157.16'
L54
S
51'34' 15" W
130.22'
L55
S
1 T04'56"
W
109.10'
L56
S
88'46'40"
W
154.22'
L57
N
81'45'04"
W
183.53'
L58
S
87' 15'15"
W
60.00'
SCALE.- 1 " = 200'
�I
prepared Bv'
each(xr `eek Partners," LTD. McClure & Browne Engineering/Surveying, Inc. ,
0.0 Bo�, 1008 Woodcreek Dr., Suite 103
illican, 5977866 College Station, Texas 77845
979) 595 5151 (979) 693-3838 /
10570009-010-01.dwg
I