HomeMy WebLinkAboutTHE MEADOWS PH1 BLK1 LT1 PP (2011)............
-7 CIL
A- Jy PHA
,
(Alultiple Sub-Pbaseq) Remainder of 04
Called 92.517 Acre
Z...................................
Peach Creek Partner, Ltd V .......................................
Peach Creek Partners, Ltd.
........................
........... 1 ..........................
...................
Vol 6905, Pg. 96 11_1�_. *
........... .
60' Strip Exhibit B Tract Two
.... ..........
Vol. 4227, Pg. 119 & Vol. 4227 Pg. 145 Coll
ege Stotio ty
V,
Limits
Water Line
(bnplatted) Scott Medlin Ext. 12"
museum Of the Amelicon G.Z, INC. Colled 16.68 Acre Tract
Water Called 60.0 Acre Tract
(Unplatted) Line Easement
Vol 4667, Pg. 184
Vol 3836, Pg. 54 15 W.S.U.D.
/ �� \ �a98 c
M\ � ': i l / / I I .1, .. ...............................
Sg
Z (Unplatted) (9049/153)
. . . ...............
N lk� r.
, I 1\ 1\ <�_ _\ ", Deer C
I Scale: 1" 100'
//, , -,\\\ \� �M,6 "
P.-
L34 SURVEY, A-i,�M6
Prop. 20' P.U.E.. G. HU,9.50,V Sa,? 40
RA SURVEY, A-& U.E.
j.y. MRRE 15 W.$.O.D. \,
Ext. 12"
Will. Water Line,- /7(9049/153) 578-19 \Shaded area Project Site
W__
g
MFWWTI'- represents
Prop. 0' P.U.E. *2t:± E1111i
LJJ 7z_� E;7A� common area.
J (See Note 11.) r
PIP 77 ...
M
(8, Jr .9,12.05
W
1- M, •wide Gravel
Road
p. 70'-_
Comma Area Irop. 70' Common Street
�-r- -I WEI, 5�f y&EY AJ - - - - - - - - - 24 treet T%� -t
�__C. ZN�, W/ sh
TI Pro p. 70' -Trg�; & See a 11.) Area w/24'
(See Note 11.)
ommon Area Brush 0* 02
X C
X (See Note
J w/24' Street
ME, Trees &
rees &
4/4
a
_J WIWI, 11,4_Ell
Bru•I - 1 .3 1� \ 'T i Brush
Prop. 70' gh 444
I
_J J
Common Are 4
�51 4 F
Zo W/24' Stree '172,151
MIN
Approx. Location of
`-General Telephon smt P_
(See Note 11.)
0 Mll��11,&,,, gm, kTo tie Abandoned
2"Me y
"o
� \ Vicinity Man
q
NO 9,
1 -11 Ill
Shaded area
represent GENERAL NOTES:
common area.
IX Trees & Acre Tract Vol. 6905, Pg. 96
(See Note 11.) Approximate Locat n' of 1 00-year r 1. Owner: Remainder of Called 92-517
q) _4 J "J/ 01
W Brush �v
ded are 0-
Sho Peach Creek Partners, LTD. F -T " Y 'Ili
-3 Flood Plain (Zone ):per Preliminary
-4 v represents %ma�, .101F P.O. Box 591, Millian, Texas 77866
10 Y014� 1 common area. L FEMA Digital Flood surance Rate Map
via J
t- Q
Trees & J Phone: 979-595-5151 q) (See Note 11.) Brush 48041C0350E.
MR
%, I / \ /. %; <, 2. Proposed Land Uses are for the property is Rural Residential
0 1.00 ll J* 3. Property is in the ETJ and not currently Zoned.
Jp,�& g dop !!!p
__J
4. ORIGIN OF BEARING SYSTEM: Bearings shown hereon are based on NAD 83 Grid North (Texas State Plane
BAush Coordinate System - Central Zone) from GPS Observations.
4%
sN 5. Existing Ground contours shown on this drawing were obtained from the City of College Station aerial contours
_�g
00p
k F 7L mapping program (2005)
6. According to the Preliminary Digital Flood Insurance Rate Maps for Brazos County, Texas and Incorporated Areas,
• f `t \ \ I \, r :. I ° = �` / o° / // / / 2.00 Map Number 48041C0350E, a portion of this property is located in a 100-year flood hazard area (Zone A).
(�Treea
V & 7. Water service will be provided by Wellborn Special Utility District.
/* r Brush
8. Electrical Service to be provided by Bryan Texas Utilities (BTU).
9. Notes from Brazos County Health Department:
10,
17- 4f
10 \_ a) All lots served by an OSSF must comply with county and state regulations. No OSSF may be installed on
any lot without the issuance of an "authorization to construct" issued by the Brazos County Health
72 Department under the provisions o e commissioners co a Brazos County, pursuant to the provisions
E P 70 <1
y Common V'1111141 of section 21.084 of the Texas Water Code. No OSSF- drain field is to encroach on the 100-foot sanitary
01 , 11, 1 . i /,�
i
W/ 21 ......
24' Street Prop. Drainage- zoned private water wells or 150 feet of public water wells.
�, \ %, I I I Easement rteeV-
(See Note 11.) _X
4 --- i�� b) All lots will be required to have a site evaluation on file with the Brazos county health department
Lot 1, Block I
46.98 Ac. 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
C*L
02
C3 Trk.4 &� f a private or public well, respectively.
`v
(L rush 10. The lot owner shall be responsible for controlling stor,mwater runoff from respective property in accordance with
Ir / - \\ all federal, state and local requirements.
11, J
A
11. Common Area shall serve as a public access easement and public utility easement.
'JJ4
+ 12. Common Areas shall be owned and maintained by the Property/Homeowners' Association.
04
%
13. Drainage Easements shall be owned and maintained by the Property/Homeowner's Association. No structures or
It f fencing shall be placed across drainage easements that would block or inhibit the flow of water to such extent
k
that would impact upstream property owners.
+
14. 24 Street to be constructed within the Common Area shall be constructed to public standards.
/ / \ \ / / \Cj 910
t
Z
a:
A
T rees &
% Brush
xi
k, . Legend
0
00 0 C, rwm mwm= OMM VIG&WO WA= Proposed Phase Line
\Y 01 + _8W Proposed Water Line w/size
12W- Existing Water Line w/size
Y I \ iTree;/&:, Sr h Boundary Line
0 a +
_J La Proposed Lot Line
-4 \ Peach Creek PartneM Ltd _0E-0E 0E_ Overhead Electrical Line
S) 6 Called 629.961 Acres
(3 1% 1 ?OVI 10- 0 Vol. 4227, Pg. 119 -X-X-x-x- Wire Fence
"K ;z C L 2 9
N _t: f-h -ri Vol. 4227, Pg. 145
rjc.x: 46 , 200 F.H. - Fire Hydrant
11) IT, :2 (Unplatted)
b W.S.U.D. - Well am Special Utility District Esmt.
P.U.E. -Public Utility Easement
10 Approximate Location f 100-year Pr.D.E. - Private Drainage Easement
Flood 'in per PreliminaryI \ -.2ea- Existing Contour Line
FEMA DTg9i, Flood Insurance Rate Map + Existing Tree/Brush Line
48041C0 OE.
\ - J -6- Proposed Fire Hydrant
r210_ p (-- Cuy Anchor
prop. 20 13 Concrete R.O.W. Marker With Brass Cap
Pr. 1) - 0 5/8" Iron Rod With Brass Cap
v-
(�_Trees &
Brush 0 3/8" Iron Rod Found
lt
.0" *0 J
e- �J
J I
NN A 0-
N\
lop
5--
77
k
9J
0 1/2" Iron Rod Found
- Power Pole
Telephone Pedestal
Water Meter
l4 Water Valve
C,
r D nD� nD�
O r�Q.\AS.P15 . \ __ - I I 1\ lN - KI D
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD BRG.
CHORD DIST.
C1
39*25'15"
612.50'
421.41'
219.43'
N 67*32'38" E
413.15'
C2
1*23'49"
265.00'
6.46'
3.23'
N 86*33'21" E
6.46'
C3
9'58'08"
335.00'
58.29'
29.22'
S 82*16*12" W
58.21'
C4
39'2 5'15"
542.50'
373,25'
194.35'
S 6T32'38" W
365.93'
L WE TABLE
LINE
BEARING
DISTANCE
Ll
N
42'10'00" W
70.00'
L2
N
47*50'00"
E
54.13'
L3
N
87*15'15"
E
109.26'
L4
N
39*36'04"
E
136.76'
L5
N
6414'36"
E
205.55'
L6
N
3T38'31"
E
59.48'
L7
S 88*22'22"
E
61.35'
L8
S
21*13'17"
E
41.24'
L9
S
14!47'39"
W
149.37'
L10
S
6T 11 '39"
E
36.19'
Ll 1
S 83*49'48"
E
80.06'
L12
S
68'48'28"
E
86.06'
L13
N
81*50'17"
E
82.20'
L14
N
20'33'41"
E
103.44'
L15
N
T29'27" E
85.42'
L16
N
57*29'11"
E
150.16'
L17
N
14'14*10"
E
68.27'
L18
N
43*08'28"
W
65.26'
L19
N
1 T09'54"
W
131.42'
L20
N
52*36*22" E
51.74'
L11VF TABLE
LINE
BEARING
DISTANCE
L21
S
44'32'46"
E
95.07'
L22
N
77* 13'59"
E
122.45'
L23
N
46*26'38"
E
198.57'
L24
S
61'54*21"
E
45.88'
L25
S
55*57'45"
E
164.60'
L26
S 74!40'54"
E
87.32'
L27
N
2335'16"
E
107.65'
L28
N
60*37'09"
E
57.99'
L29
N
66*21'24"
E
243.49'
L30
S
4T27'1 8"
E
174.79'
L31
S
79' 19'24"
E
154.91'
L32
N
86*44'19"
E
124.93'
L33
S
87* 15' 15"
W
60.00'
L34
N
41 *08'38"
W
25.59'
L35
S 87* 15' 15" W
109.26'
L36
S
4r50'00"
W
54.13'
PR.ELIMINAR
Y PLAT
THE Af ADO WS
PH�1,S� 1
Lot 1, BI-o-ck I
46.64 ACRES
Out of CcIled 96.694 Acre
H. G. HUDSON SURVEY, A - 140
C.RAINEY SURVEY A-201
A. MILLER SURVEY, A - 165
BRAZOS COUNTY, TEXAS
November 3, 2010,
Revised.' October 10, 2011
sca/e: 1 100,
Developer: Prepared By:
Peach Creek Development Corp. McClure & Browne Engineering/Surveying, In c.
P.O. Box 591 1008 Woodcreek Dr., Suite 103
Millican, TX 77866 College Station, Texas 77845
979 595-5151
(979) 693-3838
Firm Reg. No. F-458 via
10570009 -011 -0 l.dwg
2
C:
M
rn
ru
M
M
M
M
C3
Ci
0)
Ln
Mo
M