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Future grid ewood Subdivision, I
N \ Phase 1
( / / R / 142.29 f 2 � �`�7 0 •� �'' 1� •'.i 28.0' - -- 28-° _ 22.1' 22.1' 34.7 ,� � w � � g
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\ / , �• 3 ---"' % ` 'r Ext. 20' P.U.E.
5 -31 - ` Vol. 6918, Pg. 231
4 i88
S 53'15 41 ELF - 13 /
50'x25' C.A.E.
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and Gate w/Knox Box.lv.
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Drainage Easement / I w
o
50'x25' C.A.E. \
\ I 15' P.U.E.
5' P.A.E.
_6S - 6S- -6S - _ -
_ -.-- -- 6S 6S 6S,-.6S - -N 46
77
N 50 58 57
L TABLE
LINE
BEARING
DISTANCE
L1
S 51'24'07" E
11.84'
L2
S 1' 11.24" E
61.80'
L3
S 41'15'56" E
72.23'
L4
N 46'22'10" E
52.36'
L5
N 38'49'44" E
10.13'
L6
N 46*22'10" E
49.06'
L7
N 38'49'44" E
16.45'
L8
# 47'28'38" E
34.95'
2
d 6•
2'✓ 9 -s•g' 5s o4�s 4s 35 37" E - 144.14 N . 108.2' _ BCS Development Co.
N . 55 Pubic. A//e o� N - - -
- - \ �, 0 3 / }' Vol 6984, Pg. 42 _ -
S 46'35'37" -
E 8
� 4 9.9T 4 R.O.W.
1' 1 I
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o 03 355 4w 2 1' 22.4' 26.0' 26.0' 20.0' 20.0' 35.5' y. a -_ I I \
;. ,not 6 205 " W 1 C N 51'10'16 W - 84.80 °° /
h n 2 0 54SD
1 k 0 5 4w k
C 2 6g 18 0 6 a,r- _ .. I 54S 54SD 54SD - 54SD
131 260 30�"as N r0 rn. ; p 5' 0'16" - s1.66' Oho
2E 3s .4s 5s 8 N 1 L
ti IIeY
public {{ Qs eo u� v7 I r I
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N
04
54 D N-4635- 35.5' 26.0' 28.6' N 4W ^1654SD 6Io �. I7--4ra..- 54SD 3
I I I
(6 I I
,5 \\ Aurroro Lane ` °o Z N /
p 50' R.O. W. I" 1016' ; . I I I I o z I
- N 46'35'37" W- 198.48' .�. N I 4 ' N CA
^h p .5MS`5
0'2.G24.0' 26.0' 6.0' 28.0' 8�0.5' 25.g N 46'35'37" W - 193.14' ` l
26.0' 28.0 S ' � .. _ . .- .. .. _ - • • .. _ _ / 28.0' 20.5'� 20.5' 18.6' Or, m o I 101.6' � ( o
o 0 0 0 4 I 1/ 1 ' s: at ASS '' 101.6'
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.. M\ I. 8 I N I �� I {n
_
Black _/ In , N `� .. _ _ 0 101.6' N I I
Z Black 4 ;
_ %�
?o M 44.8' 26.0' 26.0- 28 0' 28.0 20.5' 20.5' 25.5' "� I I
_ Z (CON 8 Dumpters
9w' .. �� pj 25.5' 26.0' 26.0' 28.0' 28.0' 20.5' 20.5 38.7' y / (2 - 8 Yrd.)
`•%;' `�o•.' oo S5 Pub/ic Alley S 46'35'37" E - 219.33'1
i� / / / / S9 O S9 S9 -S 4635'37" E - 213.23'- S9 - Q _ - 1
`°> , �0 24' R.O.W. �U S9 Dumpsters Public A//e 1 Ss c2------ I 1
rriS 46'35 37 E 488 02' y s S �4635�37 ` E--5.66 S G La� I I
, 53.1'\ 26.0' 26.0' ' 26.0' 26.0' 20.5' 20.5' _ 35 5 34 5 \35.5' 26.0' 26.0' 26.0' 26.0' 20.5' 20.5' 24' R.O. K! 6S 6S
N r .. _ .. _ / _ / o - 1\ 39.4' c� G5 S 46'35'37" E - 90.90' S 41'15'56" 6S 6S 'o b 6$/ I
Black �� o - \. - .. i` 43.1' 26.1' 21.7' 26.0 E 132.89' y �� S
m rn 4.4' 26.0 20.5' 6S
�� � e o 0 o Iw ,� \ Block 1 .
i 5 4 .3� 2� 1 W o a
15' P.U.E. La NI 8 I °' 7 °' F% rn I 5 rn 4 rn 3rn 20 m ' I I
- _ 5' P.A.E. / �N, •t 15' P.U.E. 2
.f N 5' P.A.E. o `3 0 4 c0
26.0
' 26
.o' -� 8.23' 00
I 0 5 0 80 70 8 I
L6.0'-120.120.51 35.5' - --t --� R%�
34.5,,.:;, -35.5� 26.0' 26.0' 26.0' 26.0' 20.5'-12.3' 22.73' `� a
---------- W 40
.71'
/ ==N 41 �0-- eel 0.5' 20.5' 35.5'
Future W. S. Phillips Pa4woy _ ___ -
�- --- ------- - 181.
+ _ Gi
---------85
R.O.W. VanesBCS Oeve%pment Co. X �;�----------------------------------------- -- - -----------------------------
---------- Vo% 6984, Pg. 42 -----------------
-17
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CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
CHORD BRG.
C1
53B'53"
1524.78'
150.31'
N 43'48'58" W
C2
11*58'37"
968.50'
202.45'
S 34'33'20" W
C3
8B'28'24"
30.00'
46.32'
S 84'46'51" W
C4
V413'14"
1031.50'
86.48'
N 30'51'37" E
C5
79'51'21"
25.00'
34.84'
S 6'39'56" E
C6
28'10'43"
18.00'
8.85'
N 5T29'45" E
C7
111*43'11"
18.00'
35.10'
N 12'27'12" W
C8
28'10.43"
18.00'
8.85,
S 29*19,01" W
C9
68'16'49"
38.00'
45.29'
S 7T32'41" W
C10
79'18'39"
10.00'
13.84'
N 6'56'18" W
C11
6'06'42"
500.00'
53.33'
N 35'46'23" E
C12
94'34'38"
25.00'
41.27'
N 86'07'02" E
C13
8T08'16"
30.00'
45.63'
N 3'01'29" W
C14
1'48'40"
1031.50'
32.60'
N 39*38'19" E
C15
94'40'23"
25.00'
41.31'
S 86'04'11" W
C16
89'59'56"
10.00'
15.71'
N 1'35'39" W
C17
89'59'56"
10.00'
15.71'
N 8824'21" E
C18
89'59'58"
10.06'
15.71'
S 88'24'25" W
C19
90'00'02"
10.00'
15.71'
S 1'35.40" E
C20
85'25'21"
25.0O'
37.27'
N 3'52'57" W
CURVE TA6'LE
CURVE
DELTA
RADIUS
LENGTH
CHORD BRG.
C21
94'34'33"
10.00'
16.51'
N 86'07'04" E
C22
85'25'21"
10.00'
14.91'
N 3'52'57" W
C23
88'09'14"
25.00'
38.46'
S 89'33'13" E
C25
94'34'39"
10.00'
1 16.51'
S 86'07'03" W
C26
8525'17"
10.00'
14.91'
S 3'52'58" E
C27
94'34'39"
25.00'
41.27'
N 86'07'03" E
C28
1'33'47"
550.00'
15.00'
N 38'02.50" E
C29
91'33'45"
10.00'
15.98'
S 83'02.49" W
.C30
90'00'00"
10.00'
15.71'
N 6'1O'16" W
C31
90'00'00"
10.00'
15.71'
N 83'49'44" E
C32
83'55'24"
10.00'
14.65'
S 9'12'32' E
C33
7'21'37"
550.00'
70.65'
N 29'04'21" E
C34
5T00'33"
25.00'
24.87'
S 53'53'49" W
C35
30'36'37"
50.00'
25.71'
N 67'05'47" E
C36
15T59'47"
50.00'
137.88'
N 53*07*52" W
C37
4'O6'45"
500.00'
35.89'
N 2522'18" E
C36
105'58'43"
10.00'
18.50'
N 80'25'02" E
\ \ Futurs W. S. Phillips Parkway-n-1CT----------- ---------- ---
R.O.W. VoriesSCS Development Co.
\ Vol. 6984, Pg. 42
- -
--_�_-•--•--•--• - -- -- -- -- --
- -- ------ --- --- - ---
Legend
18SD 18SD - Storm Drain S stem
8S 8S Sewer Line wapprox. size
8W 8W Water Line w/approx. size
8S - Ex. Sewer Line w/approx. size
-8W-- Ex. Water Line w/approx. size
Boundary Line
Existing Contour Line (2' Interval)
• Sewer Manhole
-�oq Fire Hydrant
Storm Drain Inlet
❑ Storm Drain Inlet
Common Area
VICINITY MAP
GENERAL NOTES:
1. ZONING: PDD
(Refer to Ordinance 2013-3512 & Revised Concept Plan Project 13-238)
2. Proposed Development Type: Townhomes
Proposed Number of Lots: 78 Lots
Minimum q g Required Average Lot Size: 2,000 SF
Proposed Average =Lot Size: -2,917 SF -
Minimum Required Lot Size: 2,000 SF
Proposed Minimum Lot Size: 2,009 SF
Maximum Allowable Density: 14.0 Units/Acre
Lot Density (does not include Block 11, Lot 1): 8.9 Units/Acre
4: The building setback requirements are established by the City of College
Station Unified Development Ordinance.
5. Right-of-way acreage: f2.95 Ac.
6. Parkland Dedication: Fee in lieu of land.
7. Sidewalks: Sidewalks are not shown for clarity, but shall be installed in
accordance with the current Unified Development Ordinance, Section 12-8.3,
K. Sidewalks. Sidewalks shall be on both sides of all street except around
the bulb of cul-de-sacs.
8. According to the Flood Insurance Rate Maps for Brazos County, Texas and
Incorporated Areas, Map Numbers 48041 CO325 E, effective May 16, 2012,
this property is not located in a 100-year flood hazard area.
9. ORIGIN OF BEARING SYSTEM: The origin of bearing for this tract is based on
the Texas State Coordinate System, Central Zone (NAD83) as. determined
from the position of found TxDOT Concrete Monuments with brass disks
along the northeast line of State Highway No. 40.
10. Existing ground contours are based on City of College Station Aerial Mapping
Program (2011).
11. Common Areas, Open Areas and Landscape Easements shall be owned &
maintained by Homeowner's Association.
12. All Open and Common Areas shall be Public Utility and Private Drainage
Easements, unless noted otherwise.
13. Abbreviations:
C.A.E. - Common Access Easement
P.A.E. - Public Access Easement
P.U.E. - Public Utility Easement
P.D.E. - Public Drainage Easement
H.O.A. - Homeowner's Association
14. The proposed Townhome Parking Requirements for this plan will be to provide
a 27' wide (back -of -Curb to back -of -curb) street and allow parking on one
side of the street only. The Townhome Parking Requirements as required by
Section 12-8.3.W of the Unified Development Ordinance will be achieved by
parking removal with platting.
15. Each lot shall provide a minimum of two (2) trees of at least two inches
(2") in caliper or one (1) tree of four inch (4") caliper per Ordinance No.
3222.
16. The legal documentation establishing the H.O.A. will be submitted prior to the
filing of the Final Plat.
17. This property lies within the Spring Creek Sanitary Sewer Impact Fee Area.
18. Unless noted otherwise, the following public utility easements shall be
provided for each lot:
A. 5' Public Utility Easement shall be provided along the rear of all lots.
B. 5' Public Utility Easement shall be provided along the . front of all lots.
19. Possible Relevant Easements as per Title Report GF No. 28265:
A. Bryan Texas Utilities Blanket Easement, Vol. 350, Pg. 130 with no exact
location described.
B. Bryan Texas Utilities Blanket Easement, Vol. 479, Pg. 267 with no exact
location described.
20. Townhomes with access to a public alley shall only have driveway access via
the alley.
21. Townhome units shall face the public street to which they have frontage.
22. The dumpster pad and enclosure areas shall meet the College Station Site
Design Standards including for interior clearance and enclosures facing a
public street right-of-way shall have gates.
23. Construction, including solid fences, shall not impede, constrict or block the
flow of water in a public drainage easement.
BA J?J? 0 N CROSSING
Phases -1 & 2
13. 404 ACRES
out of the
ROBER T STEVENSON /ENSON SURVEY
/EY, A - 54
COLLEGE STATION, BRAZOS COUNTY, TEXAS
June 16, 2014
Revised. July 17, 2014
SCALE.' 1 " = 60"
Owner: Engineer:
BCS Development Co. McClure & Browne Engineering/Surveying, Inc.
4090 State Highway 6 South 1008 Woodcreek Dr., Suite 103
College Station, Texas 77845 College Station, Texas 77845
(979) 690-1222 (979) 693-3838 SOM
Firm Reg. No. F-458
10530027-PP