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( ( ( L \ Texas Centroid Ran / / ` I i \ i )Uj
Block One 243 \ I I f -- -- / I /
. Vol. 3953, 9 / T I 1 O Pebble Creek _ o_
Lot 1 �� —Jl (Zoned >> Lot 2 I 1 I I _ I ! Phase 5A I /
/ I k Phase 5-B I .w Vol. 2193, P . 303 / o
t / I I / \ \ �� \ I \ - _ / a I ` Pebble Cree , I / g N
Vol. 2541, Pg. 241 3c' (Zoned A -P) / "
Zoned R-1) n i
"cw ` I Qa' 5 I ( I i 1 / r-�- \ J �I / Scale: 1 = 100
I /� 3 / 2 1 I/ / .U.E.
�' I j / / 10 P --- 30'
� 10' P.IJ.E„ - - p _ - / l '� �- i i / 1 \ / ------ - - = - - - - 5 sem-= — - ss P. U,
/ II ti-Pr�E=- -mac
Lakewa Drive i 300 ---- - v /
/ II
I y , t l \ q' Sidewalk II I
80' R.O.W. - Vol. 977, Pg. 135 ' - / 2
Proposed 6' Sidewalk \ Pro 6' Sidewalk C / q 12 RCP EX' ��i3 L3 -r� y,C --1 SW
E. 4' Sidewalk I . / 1@ u $ SS r-_ _
I � Ex 6' Sidewalk Ex. Water Line- I � � �, � c P• ��.
_ S 485558__E.- 133.73 1 : 26 - — II i
-- -_ - -_ _� Yp - _�-- 8 I cn - S
/ 11 181.31'- r _775- - MH t L -
1
G R 784 I - �:__---SS .---- � � � � ' t.
/ SSD SD —SD SD —SD —S —SD —SD —SD —SSD S _ D S 850--�D"S�tt=-""-�8 —�i' 8 20' = Drains a rStructure
T U.E• _ W
/ W I / I 10 P.U.E. - T = S�S D -'�- \ P/i' 9 tn) II I I �" ✓ �� y oyal Adsla s
4;0- o I - e- (- - - - /
10 Pr.D E. /=-D--SD —SD D —SD —5 s Prop. 15 P.U.E I u I I / \\ o
1 ° II - �° ` I 5 P.U.E. - \\
/ 3 , \ - \ I Y31/ r Drainage Structure O �r; P.D.E. - - 284 ?8 ` I t
a o i 53 Pr.A.E. \ I I h I r I / g g I' - \ L o� - -los �/ ot\1 Quality orale -
3 io I f (J) fl o aPHAA/ ; J?9 \ J / - Ex. Manhole, _ _ '(� /
Lot IJ \ Ex. Concrete \ _ - m c
l.
0.9901 Acres I I LLi / \ I1 1 ` / \ I I ,286 \rainage Structure - E e E oc
298 C \\ Y • V I I \ w 5 t
-9 e°°t
60 _ zh= SPo
y., 3 s3 oy
o ROW \ C _....-- LOt � \ \ � N
1 � I O \ I �. I I � I � � _`` \ � 286 � � i
I ' Property Boundary I , , u' -
Site
38 00 7.2 Acres 1, - - I
&Phase -Line I .�
Z ._
B
9 6
�1 State Highwo
As` O 4r �1 (I I 4J ,r I 3 -SD- I _ Y 6
\ , 1 I I 20' P.U.E. \ l o \i \ \ \
♦ O 1 I I I _ (V.2281, P.37) / \ 2s2 . \ \ NI I\
\ \ oR � � � � \ Lot 1 --�.w .� o, -► �' \ i
Q \ I ro 6.2 Acres ) �\ cn
I I � ( I r` � — — � � _ 3p \ I t .� \ i( \ 3° � � `- a::5:
f I I N s \ I w I Ex. Fire Hydrant
Y=�� �YY�` `�- � �
00
_ _ \ I \ I. is I " \ \ W \ ^
1— -J '�����_ T 294 \ 1310c s Ti W `\ / !O` ,�� / / '-296
• 0_ . \ \ 6 Sidewalk \ /� (� i \
I
676",
Lot 2
\ \ I o N v l \ I 3 0 3 m SD \ 10 P.U.E. j
13.9 Acres I \ � � I � S@'—SD —SD — 1 I � �
N \ o \ ) 48 s Sidewalk y -
m �° S \ \ \ \ \ 5 �._..---- -�-
�' ' SD mLj
I
rp00
Sidewalk-' et \ cp0 M m N I 1
— f _ a C ► l m_ _ \ \ _ t Sere _ \
= \ o iDI10
Gravel _ _ S drke - _ I VICINITY' /IAP
_ J a y Mui I \ _ - o I N M - —- --$ $- i I >
I - - - t / Area /. \ -100, / - Sidewalk
I 4 0 > / .� I MH (�Yp) 1 / Lot 1
=° M v a. i ( I I �- \ - ` i 3 _ i 568 Ex. Sidew Ik
RO i \ br. Vegetation (tYP)
Zo
l / / al eat \ N\ V A I I I
Q b 0 li j B- V / / . �� M I V I College otion Buisness Center
(, I / / , Q •�, ,ao� >`' Phase 1
I Ex. 6" Atmos Natural Gas Line / \ �,0 rl`ti� e ° / /
: I J. p w `l / m � .^...----�-o -"._--•0 \ Vol ...2470, Pg. 277
i L i I I _ Lot ro/ / 0E- - 'oE \ I (Zoned M-1)
'�° // _ Ex. Overhead Elea. Line 0E -"`-_
d I ( I L \ 5.9 Acres 1 I I
1 / i 4. `PO I (to be removed)
„ E _ 5 tlon / l ri / % •C / 114 ( I
I/
g1'AZ5 Co\1e9e X33 i I / / �/ ` \ - �"- 1 /7 o 1 5.7 Acres
C1 Y um / o \ \
to •P •5 law -- I \ , , i I of college Station '� \ I t N I \
G ,— I I I 25 C,tY i. 10 P 11.E 1 aj
904 P.19&22 - II I I `
I Ea ment V�- . / Concrete Drainag I ,
==7 � �� _ �- �� •-� -_., ytT �ructure � � � D � \ I 38' 80'
.=oma- ---0E---0E-- 653' �E o = $�P _ \
OE o - E 3 �' _
-f- --� - 10 P.U.Q. I
/ o- - -,• - o ° Y j' ROW-
_ r
r _ \\ _
d Ex: SdeWglk
-Ar Concrete Drainage = _ - _ _ _ -_
� =1 -
Structure - _ _ - - _ - - - " 0 - :. - I- I n ` l . I i _
_ _ _ � / P.A.E.
- - - - _ _ _ _
�- � -- _.._ ..,_•. A' A � \,� _ - _ _ - • - - - ""-_• .- �
i /18 RCP! -Edge /Asphalt-'r8�7 �� I / 10' t' U.E. gdTeTiT- �(-T� $ -14W �S�
_ 806 {y -,_561' of--_.- o ,-� ------ --_- --- -�
North Bound Frontage Road - _ 962. - ,�- -- _oE-- $� =BSC—tel_— of ' ' , of --�-oE - - G. - - - -
VIL oe--- _
�6 - - _ _! °E 688 .-..r -
-- clt --" == --• -� _ - -- ,_... _ .. - - — —_ _ _ — — / �-...._. -,.__ —
\ - - y of College
-
- \ / Ease 9e — [ _ _ _ _ — _-
- ment 754,P - - _ _ - - 1a" RCP i - - - - -�
P. o North Bound Frontage Rood
-- -
_�\State Hihwa No _-
— — _
R. 0. W. Width Varies 1
\ --�ntr-an �
-
/—
-----— ------ _ 7 /
I
�_ _---------
— — --.
fain Travel Lanes
South Bound Frontage Roaa -
- 9
I 1 --
I I I � l 1 � i 11 1 / � I l � , � J.._ -- ' --- "• ,- •'" -" � ' � -Rood • .,- , ' — - — --
V anlage
,and Fr
III � /
i
D
0 no 0
D
Pj�L.1mZA AR Y PLAT
GENERAL NOTES: LEGEND AND ABBREVIATIONS
CURVE TABLE
CURVE
1.
This property is zoned C-1 and OV.
O - 1/2" Iron
Rod Found
CHORD BRG.
CHORD DIST.
C1
6.22'28"
760.00'
84.55'
42.32'
N 43'44'44" W
2.
Proposed Land Use: General Commercial
p.
„ " .
® - .Chiseled x m Concrete
840.00'
211.19'
106.15'
S 47'45'39" E
210.63'
C3
7'07'30"
760.00'
94.51'
47.32'
3.
-
- 4.
.
Existm . round contours are based on 2005 cit aerial
9 9 Y mapping.
A portion of this site is part of the Spring Creek Sewer Fee Impact
P
-tom-SD —SD — - Proposed
_ _
8W SW Proposed
Storm Drain Line w/Curb Inlet
Water Line
25.00'
39.86'
25.59'
I
p
BBL.' Cl?
35.77'
C5
417'20"
760.00'
5.
Area.
ORIGIN OF BEARING SYSTEM: Actual measured distances to found
—8s -8s— - Proposed
P
- - 308 - -
Sanitary Sewer Line w Manhole
ry w/Manhole
C6
5'38'19"
.L
-E -EK
41.37'--[S
44'58'41" W
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'
106.15'
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
417'20"
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'
UNE TABLE
LINE
BEARING
DISTANCE
L i
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'
1_5
S 3.03'56" E
135.21'
b I t
monuments are consistent with the deed recorded in Volume 1671
-
—G— — — -
Ex. Ground Contour
Existing Gas Line
Pae 276 of the Official Records of Brazos Count Texas.
9 Y•
of oma— -
Overhead Electrical Line
CjNT�R
6.
Accordingto the Flood Insurance Rate Mas for Brazos Count Texas
P Y,
- — — —T- -
Underground Telephone Line
and Incorporated Areas Ma Number 48041 CO205 D effective
`1 -
Water Blowoff
February,2000 this property is not locate -
P P Y d in a 100 year flood
hazard area.
-
zt -
Guy Anchor
Light Pole
d ,Q
ES
44.164 A CRES
7.
All water and sanitary sewer lines must meet TCEQ minimum spacing
P 9
® -
Water Meter
8.
requirements.
The building setback requirements are established by the City of
-o- -
Power Pole
College Station Unified Development Ordinance #2617.
-
a -
Street Sign
Telephone Pedestal
P
ROBERT 5TEVENSON SUR VE Y, A -54
9.
The building plots. of this property shall be defined as the following:
Lot 1, Block 1 and Lot 2, Block 1 are a single building plot
,; -
Water Valve
iOLLEG'E STA TION, BRA ZOS COUNTY, TEXAS
Lot 1, Block 2 is a single building plot
Lo t 1 BI k 3' I 'Id'
U _
® _
Sewer Manhole
Water Manhole
, oc is a smg a ui ing p o SEPTEMBER, 2009
Lot 1, Block 4 is a single building plot Pr.A.E. - Private Access Easement SCALE 1 " = 100'
Lot 1, 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. Owner:
Pr.D.E. - Private Drainage Easement Prepared By;
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) 6900992
(979) 693-3838
10650009 -PP 0
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