HomeMy WebLinkAboutPEBBLE CREEK CENTER PP (2009)Texas Centroid Ranch` I ► v
one / / I 1 C / a� ' / / Lv III
Block P 243 / 1 I I / - - - - - - - ' ) /
\ / Vo% 3953, g 1 / I 4 i pebble Creek - i '/ % na. I /
Lot 1 (Zoned C Lot 2 I I - 1 Phase 5A
\ I \ I I Phase 5-B I w Vol. 2193, P. 303 / o
Pebble Creek, Ph I / g N
Vol. 2541, Pg. 241 / I I � i � (Zoned A-P) / I I /
o Zoned R-1) I ° , I - 3 Scale: 1 " = 100'
N / J I Q 5 ) ( \ i V !, mI /
14 3 2 1 I / U.E.
I �i�10' P.UI.E-. _ - _' / / '� `-� \ I / - - - - _ - - - - - ss -301 p �'E.
I��-L-`- t - - - - -' - -- _ _ - - - _ - 'L-_7 I I \ /'� -- - - 6- 78 S
- r _ _ - - - 4 w
Lokewo Drive 300'
fi I y i II
� � Ex 4' Sidewalk ! / / I •
80 R. O. W. N Vol 977, Pg. 135 > ( � / � 2 12" RCP law
�i e n
Proposed 6' Sidewalk \ Pro 6' Sidewalk �) - C�-�"- �� �, ��
II Ex 6' Sidewalk Ex. Water Line 1 P• \ Ex. 4' Sidewalk / ��- i $ $S -
I , _ S 48 55 58 E _- 133.73 , - "- - 1- ( / l _ 28 .
II ,_ - _ --- - - _ 8�.� $ I I I cn I St
75= . S S -8 _ S 784' _ -� _ �. �=-8 U.F� ' Ex. Concrete i `° a
SD SD -SD SD -SD -S -SD -SD -SD -S SD -SD -SD --SDD 10 U.-��=-air= 8 �C _ 8 20 P
1 e I �� Q- _ SD --- $ �-- Drainage Structure
I - I - 10 Pr.D�E. D- D_ - D \ �^ I ✓ / ` oyal Adelo
c Y II / - yo$ �+J- - - - \ 1 I I \25' P.U.E. so -sD y D_ -SD _ s \. // �- I \ \ Prop. 15 P.U. II v (I / a
\ -� T / Ex. Concrete P.D.E. - 2g4 / ?e �� _ ' a.
• O iv 53 Pr.A.E. \ / - I i/ / i Drainage Structure gOj I 6 \ O - -II- -10s- ��/ \ � ) � Quality Circle
/ of 2
� I �) b o_ I ` ( I -r ` / ,? � /� - Ex. Manhole - - - `� ( � / Y
3 `, (11 Lot 1 I PHA�� / ( / - \ I _ / \ \ Ex. Concrete \ o
°� O o, ( I \ I f \ , \ / Drainage Structure I c - __ 2
O 0.9901 Acres - \ 2 \ l 1
1 4i I I \ _ ,. -C �o``
(/I / I I 60' r7 l / \\� - ? II 1 `' _ a i oVI11e
1.1111
ROW l - Lot 7 \ i N 6"";e
' 1 ! Property Boundary I I 1 ( c' I I �, 3a I \ ` - �- /
1 \ 38 0 1�3-131/ \ 1 201
Q I i &Phase Line \ '\ o \ 72 Acres ,
\ a I I ROW o \ W ^ ►� Highway
\ , ► O .� � I (I / . m I - SD k < I N I \ State Hi hwa 6
N1310
�? II
¢ vo \ p I , 20' P.U.E. �` � "i / `--- - \ �I
I I I O O ( P I I I n I \ _ c \ I I I cO 1 (V.2281, P.37) Y // - 292 B,8�
W \ o I _• Lot ' \ --� • I I
�-- ~- ` � // � �
I W I o ' _ - I ( Qj r ZO \ 6.2 Acres
_ 30 \ \ , (I \ 3° / - I CL III 3�
I I I N a Lit I Ex. Fire Hydrant
o
a�
I a �I • _ 3 I I 9�a
\ k 2e I I * `J: r 2 1 N
, 294 131 O 6 C R
Tiw�\ ,. ,/ , \ , / 296
` 6' Sidewalk /�
Lot ��
\ I 'o N v ,, ( 13.9 lcres : I \ 3 ( ( / o S6 ---SD -SD 10' P.U.E. _\ 7
u _ -� �p �O \� I N S' I S' 6' Sid_ewa2k
1! W I o\ I P.U.E.
I I o a) :� I \ SD \ m I
�I 0Co
00 w I 5 \ ___��� 3 0o I c,
/ J ;n ( I LJ M I M M I i / �\ I 6' Sidewalk \ - _ �/ Pit \ M m cn I \
to I / O - Gravel ` S Mai
_ -- - , I V /C// V / %�i/ MAP
O / / / Area
- . _ - Lot 1
j � -a.�- � \ \` / _� - ' I � 00 . i- � I .�- � �%6' Sidewalk MH �P) ' � I
a Ex. Side�olk
1 I I i ?�- - - o P u.E• I I /
in I I ( \ / (" I RO J i _ \ Ex, Vegetation (tyP)AL)
If
y°10isness Center
ova College Station Bu
'o / J _ I ( Phase 1
x '
I I I I I Ex. 6" Atmos Natural Gas Lane \ �� �� 0 6 / . / \ 306 O / ' / of -"'o -' I ( 1 I Pg. 277
J L i Lot 1 I
-I -�--I -�- G- i / `�o �� I�'I \ Ex. Overhea Elec. une ) `' a / of \ 1 3 I I �o%(Zoned M-1)
L n: uo� \ 5.9 Acres (to te\ removed) Q _ E4l pr
1 1 59� 05 / I / /
/ / ) I
' l 5" E - station , I�j 1
, ,�, \� � � I� I O l � 1 �0 �E�..�--OE / -" /� a I \ 1 Lot �
s 61 12 Co\1e9e �33 I (/ I / / ,6r /
o t � % i } � I \ � � / /' 5.7 Acres
to C1tS Monumen I \� / o
I ( 60
G.P• 1sw -- i I \ I I ( 25' Cy of College Station 10' P:U.
\ \ ent V.904 P.19&22 1�,�r�, yam/ - ' I /1�(�'
1 / - Ea mConcrete Drainag I 1310c
J I 38' /\a 1 \ ,
\- _ructure I / 1 I rn ,/ \ (/� ,
0 0Ef----of-f-or- - o�-_653'>�---- E -o E---_ \ 10' P.U. I l a \I B--B I "f \ \ 80
Pr OE 0 ��T� - _-_ --- -� - - _ _ \ cn - 296 ROW
-
-G 475.00 _ $I)c- - - _ _ / II 3 \ Bloc L. sidewalk
oe �� ` I
i - Concrete Drainage _ - - - yin
`Structure of =)_�-at�r- / I
- 18" RCP' Edge/Asphalt - i > - - -- - - _N 4 . - -•r - Pr ---OE T�'� ct� �"��' I / 10 P.U.E.
- -- 0 48 06' ' - - -_ 561 -o i`$� ---�-
_ North Bound Frontage Road .- \ W - 962�J6 �- E = _„'�'- -o� $�L -� --$� :f_ :
Gi
Ease y f College St -,- - -N 924 06 W_ 685.7 _r
- - ement anon - _ 4 _ / s - - �-
_ '- _ J �- (V.754,p 138) - wn o - - - - - - - - - t9" RCP / North Bound Fr�ntoge Rood-
_ _
state
HighWOY No. 6-
R.O.W. Width varies _._ = _- ._.-,- � � '� � l -� � `; _� � _._ - _._- - -{trance R-P
I III /� / % %� =--- -
-,III l l / milli _ --- -
'A
- ------
111111( I /i/i�- - - - - --
Aiain Travel Lanes-
/ _ \
�/ IIIIIII III III
South Bound Frontage Road - -
'
(III \ I I I III 1 I �� Road
v \ / - -
litIIIIII / the0und Fro,
r 1 \ 1 ( )
D D D
_ - 0 - 0 D
0
PREM-13111VA GENERAL NOTES: LEGEND AND ABBREVIATIONS R Y PLAT
1. This property is zoned C-1 and OV. 0 1/2" Iron Rod Found
2. Proposed Land Use: General Commercial „ "
® - Chiseled x in Concrete
3. Existing ground contours are based on 2005 city aerial mapping. �-SD -SD - -
4. A portion of this site is part of !,the Spring Creek Sewer Impact Fee Proposed Storm Drain Line w/Curb Inlet
Area. SW _ 8W - Proposed Water Line PH-B-BL-E Cl?-EHK
5 ORIGIN OF BEARING SYSTEM• Actual m .4d' 4- 4.f d -SS SS- - Proposed Sanitary Sewer Line w/Manhole
CURVE TABLE
CURVE
DELTA
RADIUS
LENGTH
TANGENT
CHORD BRG.
CHORD DIST.
C1
6'22'28"
760.00'
84.55'
42.32'
N 43'44'44" W
84.51'
C2
14'24' 18"
840.00'
211.19'
' 06.15'
S 47'45'39" E
210.63'
C3
7'07'30"
760.00'
94.51'
47.32'
N 51'24'03" W
94.45'
C4
91'20'48"
25.00'
39.86'
25.59'
N 2'09'54" W
35.77'
C5
4' 17'20"
760.00'
56.89'
28.46'
N 45'39' 10" E
56.88'
C6
5*38'19"
840.00'
82.67'
41.37'
S 44'58'41" W
82.63'
LINE TABLE
LINE
BEARING
DISTANCE
L1
N
40'33'30"
W
179.34'
L2
N
54'57'48"
W
254.78'
L3
N
47*50'18"
W
262.55'
L4
N
43'30'30"
E
103.96'
L5
S
3'03'56"
E
135.21'
ensure Is -1- o oun
monuments are consistent with ,the deed recorded in Volume 1671,
- - sos - -
_ Ex. Ground Contour
6.
Page ing of the Official Records of Brazos County, Texas.
According to the Flood Insurance Rate Maps for Brazos County,
-G- - -
of of
_ Existing Gas Line
- Overhead Electrical Line
CHIVTHR
Texas
- - -
_
and Incorporated Areas, Map Number 48041 CO205 D. effective
-T-
Underground Telephone Line
February, 2060, this property is not located in a 100-year flood
�
- Water Blowoff
7.
hazard area. ry
All water and sanitary sewer lines must meet TCEQ
e-
- Guy Anchor
- Light Pole4T./
//� '% /� A
�T ClCES
minimum spacing
®
- Water Meter
►
requirements.
8.
The building setback requirements are established by the City of
-o-
- Power Pole
Pole
College Station Unified Development Ordinance
jL
o
- Street Sign
- Telephone pedestal
ROSERT 5TEVENSON SURVEY, A-54
9.
The building plots 1 this property shall be defined as the following:
defined a
Lot 1, Block 1 and Lot 2, ;Block 1 are a single building plot
H
s
O
- Water Valve
Sewer
COLLEGE STA T/ON BRAZO S COUNTY TEXAS
Lot 1, Block 2 is a single building plot
- Manhole
, ,
®
- Water Manhol
Lot 1, Block 3 Is a single] building plot e SEPTE/�iBEf% 2��9
- Lot 1, Block 4 is a single !building plot Pr.A.E. - Private Access Easement SCALE. 1" = 100'
I. 1 Lo( , Block 5 is a single building plot P.U.E. - Public Utility Easement
10. The Private Access Easements between Lots 1 and 2, Block 1 will be R.O.W. - Right -of -Way
privately owned and maintained by the owners of those lots. Pr.D.E. Private Drainage Easement OwneG Prepared Bv:
Pebble Creek Development Co. McClure & Browne Engineering/Surveying, Inc.
4500 Pebble Creek Pkwy. 1008 Woodcreek Dr., Suite 103
College Station, TX 77845 College Station, Texas 77845
(979) 690-0992 (979) 693-3838 IJ
10650009-PP