HomeMy WebLinkAboutEAST GATE BUSINESS PARK PP (2010)==---W =W= W W=--yI--W--W--- W=W=,W=N'=NSW=MAW=W--- W-- W-- W=W=W=W=W=W -W=
WYhYi WVF
" GENERAL NOTES
12" WATER MAIN PROERSED 12 1. BEARINGS SHOWN HEREON ARE BASED ON A CALL
WAT-y�=---W -- - HIGHWAY 30 8" WATER MAIN EASEMENT TO CITY of BRYAN , CO NORTH G 14'23" EAST ALONG THE
--=W-=W STATE VOL 1075 PG 775 OPRBC / COMMENCING CALL OF A UTILITY EASEMENT
8" WATER MAIN PROPOSED HYDRANT (R.O.W. VARIES) RECORDED IN VOLUME 7876, PAGE 247 OF THE
_ S 59312_6~ E 48.11'-=== BRAZOS COUNTY DEED RECORDS.
ry 2. BUILDING LINES ARE PER BRAZOS COUNTY
50' PRIVATE EASEMENT TO CITY OF BRYAN �= S 6D3O26 E 274.50 y=� - -r�-
PROPOSED HYDRANT ACCESS EAS voL 1075 PG 775 OPR __ _ =w w= w---Swrg_ w REGULATIONS BUT ARE SUBJECT TO REVISION AT
65'44'38" E 482.80' --� -- W 32 _
`�30 - _ S 1 41.92' i -w-w-w w
__ _ E 50063' I __ ----- -�-� ---_ _ - --`- - w TIME OF SITE DEVELOPMENT.
45Of� -- - --- ------
_ J _ _ DPP t
' n W $ 66• -- _ 261.07' - PP -----= �P-_- L
I c/\ \ w '
�---�- w VEL
f I /
20.36 \ ' _ 981 _L_-------- �-- --T-- �-- I --�., so' BUILDING 1.1NE- �--T � I I / BUILDINGS WILL NOT BE PERMITTED TO ENCROACH
_ M 20---\\�. fi 1 2s 22 32 ---
Ilk
o . •� � �� __ R__ \`\ � r \o �-L , � � \ Q / INTO ANY PUE. WHERE BUILDING SETBACK LINES
"'- - �$0. -- �J \ 25' x SIGN l l 90 BUILDING LINE / / <v I EA il/��' / ENCROACH INTO A 'PUE, THE PUE LINE WILL
.- lao � / \, j GOVERN.
BUILDING LINE / U v .- ' PROPOSED HYDOM / Q co
I \ 25' x 25' SIGN , I c� \ I l
BUILD- LINE I / \ I I /EASEMENT \ I l
• Z EASEMENT TO CITY OF BRYAN \ % I / 4. THIS PROPERTY DOES NOT APPEAR TO LIE WITHIN
' / A 100-YR FLOOD PLAIN BASED ON FEMA F.I. R.M.
) I \ 16' PUE \\\ CALLED 1 B AC s&E PANEL NO. 48041 CO161 C DATE JULY 2, 1992.
-, VOL 1025 PC 7B1 OPRBC I / / I I�
z ( 20' PUE 3 / 3 2) 1. Beo AC
c° ' 00 / 3) 2627 AC I / 5. PROPOSED LAND
USE IS COMMERCIAL.
Ito / � I t7 I / � , I� 4) 0.11 AC
�j \ / I I00 \ l l N TO PA7R/C/A R. PIERCE l
M LOT7 / M \ LOT6� I I LOTS I z / 2.464ACRES �l� / � BY WARRANTY DEED w/ l l
r LOT 8 7 798AC ES �' \ l �' \ to VENDORS L/EN 6. NO PRIVATE SEWAGE FACILITY MAY BE INSTALLED
" �N 11. 780ACR S I, ,I3 �2.029ACRE l \ l
I 1772ACRES /s , / uoL 1497 Pc Bo / ON ANY LOT IN THIS SUBDIVISION WITHOUT THE
\ , I� / J / Q/ �o N �! i BOOR I / _� PRIOR ISSUANCE OF A LICENSE BY THE BRAZOS
2 ' �\ / ' / COUNTY
TIONSALT THE
UNDER THE
(� / o 0 \ O/ -�s' BL\ \ / \ , ---I / m �� : / COUNTY, PURSUANT TO THE
�N �'� �I _� 47•p 0� Qo� PROVISIONS OF THE TEXAS HEALTH AND SAFETY
v C ^ / / N N t'^ / / %5' Bi p�4g" W -, �, / I� / o �^ / CODE.
I20' PU 2 'PUE J m ��- h / �Q=o 7. WATER UTILITIES SHALL BE PROVIDED BY WICKSON
I I m� i I J I Im / m r, / \ /Q \'� , 4� o �, / CREEK SPECIAL UTILITY DISTRICT.
I o I t i m I -i n 20'
\ m I HIGHWAY 30/ \
II N' n BUSINESS CEN R LLC r- I' S65'31'31"E Q Q / / / 8. ALL UTILITIES TO BE PLACED INSIDE A DEDICATED
I /\ VOL. B782,�G 199 r I + + Q W / v R
(I✓OTQLA7TE0) " / 167.84 7 ^ ' ,00 �/ / PUBLIC UTILITY EASEMENT (PUE),
15' BL S6V31_'31 EE 20 .08 / / '
-- -
` I S65.31'31 "E S 65'31'31" E _?96.21' � �_\�\! N - 9. A 5' WIDE EASEMENT FOR ANCHORS AND GUY
-- � Z/ / m / %'BiiAC\E�S , / WIRES NECESSARY TO HELP SUPPORT OVERHEAD
II 128.73' -- - BL S 65'31 j1" E 367.8� ACCESS A E / J ' N \^ /' gyp / UTILITY LINES SHALL BE PROVIDED. EASEMENT WILL
I --7- 7.5' BL
1s' BL 1' 1 20' PUE l / r / EXTEND 20 BEYOND ANY UTILITY EASEMENT.
I 524.97 20' PUE/ \ EA T ; / d / P OPOSED HYDRA T / N '-\ CALLED' 4.35 AC /
TO BACC ENTERPRISES, INC �' LOTS 1 & 4 AND BLOCK 2 LOTS 4 &
\ p� / / 15 / \ �1 ,� \\ BYGENEARL WARRANTY DEED \ \\ 10. BLOCK 1,
co to ;n VOL 8472 C 273 \\\ 9 ARE DENIED ACCESS TO NUNN-JONES ROAD.
CK / 91 � / OT 4 / l / o�, 75 BL �V '42•p 46 ) \ / v oPRec / / `
`�' / o� 2. 83ACRES l / / o/� �`32p•0 `" / / 10, BLOCK 2, LOT 1 IS DENIED ACCESS TO STATE
# \�\\\ / HIGHWAY 30•
LOT 3 1 m 16' PUE z r�
I N� Z I r/ r� I 20' P i U ° / 11. BLOCK 1 LOT 3 IS DENIED ACCESS TO OLD
II I ?976ACR S \mi PR POSED 8" o /''� 1-321- �- �. 4_ NUNN-JONES ROAD.
1 - I -� --- 1 AD.
S d , I 2 , 15' BUILDING LINE ` a WA R MAIN E / , \ � \-! _ 4 CALLED 2.00 AC
1 0.1047 ACRES iS' ( v PGR m a, z L T3 / \ / Rv N 58'S 'b �__ -] 1s' BUILDING LINE_-` 12, BLOCK 1 LOTS 1 & 2 SHALL HAVE ACC
I I HEREBY DED/CAMV `1 m\ a�� c,Q N / ( 0 7.633 CRES , ' S 3 ' \ -_2 ,h o, ANOKURK FOWLER - + ACCESS TO
/ , �' A� BY GENERAL WARRANTY DEED
I FOR PUBLIC ROAD\� \ �� /VENDORS LIEN OLD NUNN JONES ROAD THROUGH A 50 X 30
I I , l r l I / N w J742B.C. PRIVATE ACCESS EASEMENT.
+� VOL 3742 PG 262
•O�p /' o I \ �5, B 16 PUE J o ' ' N I / Q / -
I 13. EACH LOT OWNER WILL BE RESPONSIBLE FOR
2 I CO �N4jp014 / N
I\ _ n A _ I f �J)f �\
rn 7.5' BL=- -N 65'39'34" W 356.89'=- 'V/ 46..w ' v �s,BL �\ l s
R / \ PROVIDING DETENTION.
\ � `c 187. J �l �� l ' z l /�~\ \` -�_ 14. FOR SIGNAGE PURPOSES ONLY ALL LOTS
�\�7.5' BL -- � � ` \�.�Qo Q' R��,� C/ 6g, BL \ �bp'46,\ �\� ' ' ' \
PUE /f �,� c 2 20' PUE CONTAINED IN ALL THREE PHASES OF THE
\ \ \ \\ N 4 �� N 4�\\ 3Cp'pp� - -- / ` \ � SUBJECT DEVELOPMENT ARE CONSIDERED ONE
\cP �a46" �pp'46"y - _ \ I l0' �y/E t ' t `e / DEVELOPMENT PLOT.
W 18 l 325. �/ \ 2' PUE l ? c L O 5 \ `� \ LOT 6
69' 37 z \ M , \ � '
\ ma's\ \ c9 - eL \ �; 1 ; ' z 3\ 43A RES �' \ 3.65ACRES 3 AC SEPTIC SYSTEM DESIGN NOTES
\ \\ \ , UE` LOTZ -=--i \ J l �X J \ 3 p pp, \ / \ / o \ \ '� /\ \� i'--__ '\ �l To THOMAS D.CALLED 7VASOVSK/
\ �.\ P 2. 40ACR ?s BY GENERAL WARRANTY DEED 1. ALL LOTS SERVED BY AN OSSF MUST COMPLY WITH
16 \ \ 16' PUE L�T 4 VOL 4692 PG 16
.+ \ o \ h / \ \�\\� o o.PRe.c. COUNTY AND STATE 'REGULATIONS. NO OSSF MAY
\ 2.020AQRES N \ z -
\ \\ �s• , � \ / \ \ � N \ \� o�\ / \ \ \ d. \\�\\_-� o BE INSTALLED ON ANY LOT WITHOUT THE ISSUANCE
PRORQSED HYDRAt�T� / \ � �'J� 2 \ \ �Z \\\� - OF AN "AUTHORIZATION TO CONSTRUCT" ISSUED BY
20' PUE / /; PROPOSED HYDRAN\ of Qom, ' 2 3 \ MARK D�QLEY \ %,� \ \ \� \�\ m �1 THE BRAZOS COUNTY HEALTH DEPARTMENT UNDER
�ko 4�rti g L. 8921, Pig zoo \ ,I THE PROVISIONS OF THE PRIVATE SEWAGE FACILITY
WW�y �Q
\iNOT PLATp) \ \.m \ \ �7 r� REGULATIONS ADOPTED BY THE COMMISSIONERS
16' /m\ \ \ \� \ (, 7 �, COURT OF BRAZOS COUNTY, PURSUANT TO THE
6 N <n' �,, \ \ PROVISIONS OF SECTION 21.084 OF THE TEXAS
\ \ / \\ --�\ \CILD1fyG LINE \ \ PROPOSED HYDRA T \V4 \ \ ,� �� �J / WATER CODE. NO OSSF DRAIN FIELD IS TO
\ .6 \ �I LET % , \ \ / \ \ �\ ENCROACH ON THE 100-FOOT SANITARY ZONE OF
\ '\ m� \ ; / �3 p t / PRIVATE WATER WELLS OR 150 FEET OF PUBLIC
^. a095,� CRES � %0, � /\ �j`4j \ pp � PUE\�I � � WATER WELLS.
\ \ \, 50' X 30' PRIG TE / . �F pp 4 _ N 47.
\ ���\\ \� I / ACCESS EASEMT \ z140\ 6,3 91,\ pp46" W 2. ALL LOTS WILL BE REQUIRED TO HAVE A SITE SOIL
\ / ,*�\-\� es 23, 17S•2'3• \ eL c \` �' / EVALUATION ON FILE WITH THE BRAZOS COUNTY
S 4Tpp, \� �'s� \ \ \ \ �l \ HEALTH DEPARTMENT BEFORE ON -SITE SEWAGE
^- /' VQr'� FACILITY MAY BE CONSTRUCTED.
\ ' vN aiA 25 BuiLo c 320 pp' M`6" e 4gS�I \`\ a�
Q� ^c/ \ ` lrn ,\ L1Ne _ p 23 \�_ TR
\ _' Y \� `' \ ,"h \ 3. ON -SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL
16UE wq Y \ \ \ l ry \ \ NOT ENCROACH THE 100 FOOT OR THE 150 FOOT
0' 100 200 300 \ ��FS�IS' ` °�/�o Z , PROPOSED / \ �M s�'�O. �.y� \ \ �1 SANITARY ZONE OF A PRIVATE OR PUBLIC WELL,
\ �\ \,'ti / ' WATER MAIN / V
3� \ O\ \ o \ \ ' ' \ \ , / �_ \ � �5, \ \ �� RESECTIVELY.
/ ev �I R 7.5, eC \J,sp 46 W \`\
\ b *
\\\ 6'\. I \ /aR / N
\\ \� / ( I \ L6T9 `'o��� � g. \ \>6' PUE
\ \ \ , J C� /
3.514.d FRES Q �� t ,^ \ \ \ \ \ \ \ 1 CALLED 219 AC
TO THOMAS HT WALTON AND
# N \ \ II \ \ \ \ O' P( O BONNIE Y. WAL TON
\ I Z \ N, w / m �Y p y� BY CASH DEED
\ \ \ \\ 1 \\ v , LOT
U VOL 4982 PG 227
q „ co .880ACRES ,� 1� 20' P \ 1 ll ; o.P R. 8. C.\ '
\ CT z�
CURVE TABLE �\ v` PROPO ED PA IfENT /W/ \\ V \ \ ,OO CR \� z `
\\ CON 7R LED /N RSE�T/ON
l 1. LINE 20' /'6(,
CURVE
RADIUS
DELTA ANGLE
ARC LENGTH
CHORD BEARING
CHORD LENGTH
C1
100.00'
69'30'46"
121.32'
N 81'46'09" W
114.02'
C2
100.00'
90'00'00"
157.08'
N 02'00'46" W
141.42'
C3
100.00'
90'00'00"
157.08'
N 87'59' 14" E
141.42'
C4
100.00'
69'30'46"
121.32'
S 12*15'23" E
114.02'
C5
100.00'
319'01'31 "
556.80'
S 42'59' 14" W
70.00'
C6
100.00'
80'04'33"
139.76'
N 17'32' 17" W
128.66'
C7
100.00'
91'46'51 "
160.19'
S 76'32'01 " W
143.60'
C8
100.00'
70'54'14"
123.75'
S 04!48'32" E
116.00'
C9
100.00'
76'15'53"
133.11'
S 78'23'35" E
123.50'
C 10
100.00'
319'01 '31 "
556.80'
N 42'59' 14" E
70.00'
C11
585.00'
59'01'28"
602.65'
N 13'28'30" E
576.35'
C 12
525.00'
18'43'54"
171.64'
S 33'37' 17" W
170.87'
C 13
625.00'
18'43'53"
204.33'
S 33'37' 17" W
203.42'
C 14
540.00'
21' 15' 18"
200.32'
S 13'59' 47" W
199.18'
C15
540.00'
18*46'10"
176.90'
N 06'00'57" W
176.11'
C 16
100.00'
60'33'02"
105.68'
N 46' 18'45" W
100.83'
C17
575.00'
59'01'28"
592.35'
N 13'28'30" E
566.50'
C18
575.00'
18'43'54"
187.98'
S 33*37'17" W
187.15'
C19
540.00'
40'01'28"
377.22'
N 04'36'42" E
369.60'
\/, 09
i V
% 31.96 M '15' 9u1LiNc \ l
\\ I SI'�S6,J ? 4E97 ' O CALLED 2.15 AC
TRACT 3-E
TO THOMAS H. WAL TON AND
BONNIE iY. WAL TON
20 PUE LOT �A l I BY CASH DEED
\ VOL O.F. PG 227
AN LOT 4 9
)( ROADWAY TO\ \?t /X�/ CALLED 2.00 AC
BE REMOVED \ \ '`° cry TO LEONARD L. MUESSE D�ESSE1ER, L�ELD E/ST�A�/TCS \
BY SPEC/AIL WARRAUNTY DEED l PHA A SE �, �L O(� "\ J \
\ \ \\\ co wV VEND 96 P LIEN VOL . .376, PA GE 779 \
"J VOL 1396 PG 22 \
A \\ I O.P. R. B. C. \ \ 71. S. (_ D. R. \
CALLED 2.77 AC
\ TO FRANK W. LAWRNCE AND
\ BONNIE LAWRENCE
BY WARRANTY DEED w/ VENDORS LIEN
VOL 2735 PG 210
O.P.R.B.C.
C:\DOCUME-I\JGA\LOCALS-1\Temp\Temporary Directory 1 for 2010-07-19 Final REV Prelim Plat to City.zip\2010-07-19 Final Submission\C0045-001 Plat Base 100 scale PHASED REV 1.DWG Aug 06,201D - 10:59am JGA
LEGEND
BCDR - BRAZOS COUNTY DEED RECORDS
BL - BUILDING LINE SETBACK
OPRBC - OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY
PUE - PUBLIC UTILITY EASEMENT
OWNER_ OF RECORD/DEVELOPER:
MARK DUDLEY
11370 STATE HIGWAY 30
COLLEGE STATION, TEXAS 77845
HIGHWAY 30 BUSINESS CENTER, LLC
3600 LOVETT LANE
COLLEGE STATION, TEXAS 77845
Bryan City Limits
SITE,
CS ETJ
g, ul
Ga��eale
VICINITY MAP
N.T.S.
LAND USE SYNOPSIS
BLOCK 1:
LOT 1 3.095 AC.
LOT 2 2.040 AC.
LOT 3 2.976 AC.
LOT 4 2.084 AC.
LOT 5 2.029 AC.
LOT 6 1.798 AC.
LOT 7 1.780 AC.
LOT 8 1.772 AC.
BLOCK 2:
LOT 1 2.464 AC.
LOT 2 1.811 AC.
LOT 3 1.633 AC.
LOT 4 2.020 AC.
LOT 5 3.143 AC.
LOT 6 3.651 AC.
LOT 7 2.002 AC.
LOT 8 1.880 AC.
LOT 9 5.514 AC.
TOTAL LOT
ACREAGE: 39.691 AC.
ROW:
NUNN-JONES RD. 6.244 AC.
OLD NUNN-
JONES RD. 0.105 AC.
TOTAL ROW: 6.349 AC.
TOTAL ACREAGE
OF PLAT: 46.04 AC.
AREA IN PHASES
PHASE ONE 5.350 AC.
PHASE TWO 29.018 AC.
PHASE THREE 11.672 AC.
PRELIMINARY PLAt
NOT FOR RECORD
PRELIMINARY PLAT
OF
BEINGEAST GATE BUSINESS PARK
46.04 ACRES
OUT OF THE
MARIA KEGAN SURVEY, A-28
2 BLOCKS 17 LOTS
BRAZOS COUNTY, TEXAS
JUNE 2010
r'JONES&CARTER,INC.
.r ENGINEERS•PLANNERS•SURVEYORS
1716 Briarcrest Drive, Suite 160
Bryan, Texas 77802-2776
(979)731-8000 www.jonescarter.com
y z
O C
= m 0
CA
m N
z
I z
0
D
I
I
0 1
m 0
00 0
oc
=a m 0
m C t
®; z
2- m
a)
L
N z
z
m
I D
I
0
m 00
00
mf c
m
R 33
z
M
CD01
m
n Ln
N
z
z
0
n
0
I 0
-a
m 0
o C)
� o
0 0
C3Cn
ai <
m -a •
t,' D