HomeMy WebLinkAboutPEBBLE CREEK BUSINESS CENTER MASTER PP (1993)F.-LEGEND
FH
—WAT E R
P LU
INLET
——{ STORM SEWER
HEADWALL
MANHOLE
--♦-- SANITARY SEWER
2II0 100 YEAR FLOOD
ELEVATIONS cn
N
1000"80
N 41•1 _� ,r
0"Doo
Z Z
c�D
\
m 0 ,rm, '
U) n
Dorn
ll
tnZD0
rri COj
rNriv_
---�zM_,�
O ,--1
�o�
0 r- z _ An BUi��N
EACH SITE.
0 50 100 200 300
GRAPHIC SCALE IN FEET
TOTAL GROSS AREA = 189.817 AC.
STREET RO.W. AREA = 19.925 AC. �
I
\\ GENERAL NOTES
\ 1) OWNER - CITY OF COLLEGE STATION (VOL. 1029, PG.4)
2) NUMBER OF LOTS
i
A. SHOWN •........ 7
B. MAXIMUM POSSIBLE LOTS ......
79
3) AVERAGE ACRES PER POSSIBLE LOT ..... 2.402 ACRES
-0.4) EXISTING GROUND CONTOUR INFORMATION WAS OBTAINED FROM THE CI OF
\ o< %4 COLLEGE STATION.,
O
p '" 5) PROPERTY CHARACTERISTICS
N _0 .................
� �� �� .... 189.817
COMMON OPEN SPACE .............. 38.122 j
SALEABLE PROPERTY 131.770
%40r--ii'
�0 ..............
BLOCK 1 ......... 18.902 ACRES
�\ 2 ......... 31.857
o. -« "
400Np 3 ......... 30.407 "
y t�Oto0� 4 ......... 38.619 "
2 \ DE W 5 19.361 "
Nit 6 ......... •30.746
RIGHT-OF-WAY.... 19.925Cn "
s 6) SIDEWALKS/TRAILS WILL BE CONSTRUCTED WITHIN THE COMMON OPENSPACE T A
r'� 10 FOOT WIDTH AND ALONG THE STREET RIGHT-OF-WAY AT A 6 FOOT WIDTH''
\ \ 7) ANTICIPATED CONSTRUCTION PHASING IS AS FOLLOWS:
\.� J BLOCKS 1, 2 AND 3 PHASE I
BLOCKS 41 51 AND 6 FUTURE PHASES(S)
\ REFER TO ACCOMPANYING MAPS FOR EXACT LOCATION OF PHASING OF PUB liIC
\ \ IMPROVEMENTS AND LANDSCAPING OF COMMON OPENSPACE.'
8) THIS PROPERTY IS PRESENTLY ZONED M-1, THE ANTICIPATED ZONING WILL BE
\• THE ADAPTION OF A BUSINESS PARK PLANNED DISTRICT.
9) ACCORDING TO THE PRELIMINARY FLOOD INSURANCE RATE MAP NO.
\ DATED JULY 22, 1992,,A PORTION OF THIS PROPERTY IS DESIGNATED AS ZONE
"AE". THE LIMITS OF THE BASE FLOOD ELEVATION FOR THE ALUM TRIBUTPY
OF LICK CREEK WERE DETERMINED FROM THE CITY OF COLLEGE STATION
\ SI'ORMWATER MANAGEMENT PLAN. THE LOWEST HABITABLE FLOOR ELEVATION FOR
ISTRUCTURES TO BE CONSTRUCTED WITHIN THIS DEVELOPMENT SHALL BE�3,
ABOVE THE BASE FLOOD ELEVATION. ADDITIONAL "ON-THE-GROU1"
VERIFICATION OF THE BASE FLOOD ELEVATIONS SHALL BE CONDUCTED PRIOR TO
SUBMITTAL OF FINAL CONSTRUCTION PLANS. 1
� TO N
VICINITY MAP
k"WIMAR
w PROJECT
a SITE
0-
in TO NAVASOTA
W
0+�040
PRELIMINARY PLAT
NOT FOR- RECORD..
Sheet No. , of
Lim 9 :4 SO] __j
189.817 ACRES
o2c'��' ' ' S.W. ROBERTS-ON SURVEY - A 202
coR o • - College Station, Brazos County, Texa
WTS SHOWN ON THIS SHEET ARE THE \yC
�M/' : J A N U A R Y, 19 9 3
BE DEVELOPED. ALL OTHER WATER, ^ m •
S NECESSARY TO DEVELOP INDIVIDUAL �y�'/yam Prepared By:
ESPONSIBILITY OF THE DEVELOPER OF Schrickel, Rollins and Associates, Inc. Prepared For:
City of College Station
landscape Architecture • Planning • Engineering P.O. BOX 9960
1161 Corporate Drive West • Suite 200 • Arlington, Texas 6006 College Station, Texas
(817) 649-3216/Metro 640-8212 77842-0960
January 29,
y
` „w
0•?7 I v
LEGEND \ r \�
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INLET
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mSTORM SEWER < 011 __
HEAc0
I00
• l(( ° I
y e o
MANHOLE o \ �\ _i \\ v a / ° o e o • tiOScg� Nv-t0O
I� ---�-- SANITARY SEWER 1 , • �. \ q, • �qA�
_
. _�——r— ` \ . / J \ C*fir• • 2885\. R� G+ a �'� I�- Q I _ I n�-� �--- -SOD
II Z1%O 100 YEAR OO FLD c,, n 11 11 a - : — 9 F do O
�
I ELEVATIONS I O N S i '' '�' • .�' �2�c o w o J = aG �' gtio8s a �
z I E LE V i 1 *� . c O O / �Oi�\ �tioF °� • tot• Fsy,\
O 'LANDSCAPE, CCESS, AN UNDERGRO ND UTIL. ESM'T. 90 39 ' - J ` O W ��C\\�ti0 ' • 8 fit' �` i 4RCP
o W `,,�.
N
f
1 N
U
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<I I
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N
IIC
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rn
Cn I . II
I II
X I III
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LANDSCA E. ACCESS,
90' E
o O - - - \ /4 365
a> \ 8L88 ,` o \It I \Fs�i ZQ
\ -700 • 8w
70.44
•
8"W ` 8a11` —IO O f7�... e ¢ / r '— D� o e o o e o e o
232° — .a_ 201 ge o
A D UNDERGROU .76 UTIL. ESM'T. • ( -- - --- __ _ _ \ /Nrn
-
A ING SETBACK U E _-
O • A 11 II `� a /� v \\ \ \\ / ^
'44
F' I • • f
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1 ;
cr \ ` Fgo -L0 0 rwli �{'' ,10 ° 176.34 -=�° �°_° o ai e o o e , s o • LAIN
p R.
/ cn ' C(NE /�4• �SM'i 5 15 4 — - +, /Q \ ae �...e
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-
` 40r BUILDING SETBACK LINE GD
8 SS �.-
0 r -i v m..<\ "—'it0,8S/9 �"� � —--T=r-- --�-- 42
8 SS .�--
i
CD =
OD \\ `_ \� �\ 0)Q n 11 II i c.+ 54 "RC 60' RCP 6 6 "RC P
• _ _ w N49'48'46"E
CA 1192.65
0 CA 0 CA
_ S W
\ VIVO O ' gW
1191.59
40'--—
I- \ O 40' BUILDING SETBACK LINE '
• ��\ \ •\ I I �` is \� O •-a
• \ N
e
ul N �.. •
! •
�- CA iS
rL
Ln
1226.45
\.\ \ 80 7 +--'----- 1
859.61 •- -
S 4§W#46" 1W — 26�1.83
' \ l
F I m 70
I Z / ( Young Brothers, Inc. •.
e Cr k Development Co.
Z C 0 / i Pekin a op �, `'� 11.52.6C+- Acres •
I m , tO.00 Acres \ \
I to I �01. 160, Pg. 313 l Vol. 1238, Pg. 179
0 50 100 200 300
GRAPHIC SCALE IN FEET
TOTAL GROSS AREA = 189.817 AC.
STREET RO.W. AREA = 19.925 AC.
VOTE: THE UTILITY AND DRAINAGE IMPROVEMENTS SHOWN ON THIS SHEET
KINIMUM NEEDED TO ALLOW EACH BLOCK TO BE DEVELOPED. ALL OTHER
SANITARY SEWER, AND DRAINAGE IMPROVEMENTS NECESSARY TO DEVELOP INL
SITES WITHIN THESE BLOCKS SHALL BE THE RESPONSIBILITY OF THE DEVEL
EACH SITE.
UTILITY, PEDESTRIAN ACCESS
81 LANDSCAPE ESM'T
104' R .O.W.. 30,
25' B-B 30' 25' B-B 12'
0 a�
�62(O2IDEW,
-STORM , I ATION
2' SEW. GAS LINE --r'r--
5' ELEC.
IT
TE
CONDO
WAR MAIN
TYPICAL SECTION & UTILITY LOCATIONS - 104' R,O
NO SCA LE
UTILITY, PEDESTRIAN ACCESS
a LANDSCAPE ESM'T\ 30'
I 6' SIDEWALK
2.5', QLOCATION VARIES)
4'
2'
6 2,
+ GAS LINE
5' 2 CONDUIT
SAN SEWER MAC STEO ER
TYPICAL SECTION AND UTILITY LOCATIONS - 8' RAW
NO SCALE
UTILITY, PEDESTRIAN ACCESS
a LANDSCAPE ESM'T-'-'"'---.,
3C . "?n 1 30'
THE
'ER f
'UAL
. OF
ES)
47. _ I
2 5' WSIDEWALK
4' I (LOCATION VARIES)
I 2'
TORM 2'
5SEW.
SEWER GAS LINE GONDUI
SAN:� WATER MAIN
TYPICAL SECTION & UTILITY LOCATIONS - 70' R.Q.W.
NO SCALE
I imn
1#7-114m�
Sheet • 2a :A OMPA, q 1 J411 , 0
PEBBLE CREEK
BUSINESS CENTRE n
189.817 ACRES
n
_ m
S.W. ROBERTSON SURVEY, A-20 -
College Station, Brazos County, Texas
�� JANUARY, 1993
Prepared By: Prepared For: '
Schrickel, Rollins and Associates, Inc. City of College Statio
Landscape Architecture • Planning • Engineering P.O. BOX 9960
1161 Corporate Drive West • Suite 200 • Arlington, Texas 6006 College Station, Texas
(817) 649-3216/Metro 640-8212 77842-09�O
January 29, 1993