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HomeMy WebLinkAboutAggieland Business ParkN/F FRED JEFFERSON AND WIFE, RUBY JEFFERSON 12.76 ACRE TRACT 135/159 0.744 ACRE TRACT QUIT CLAIM DEED FROM BRAZOS COUNTY TO LUCY HUDETTS WALKER SIGNED AND DATED OCT. 8, 1 NOT FILED FOR RECORD N/F FRED JEFFERSON AND WIFE, RUBY JEFFERSON 6.5 ACRE TRACT 122/45 N/F BENNIE WILSON, JR. WIFE, GLORIA M. WIl 7.922 ACRE TRACT 2915/242 N/F FRED JEFFERSON AND WIFE, RUBY LEE JEFFERSON Fli 5 ACRE TRACT 356/659 NOTES: R 1. THE OWNERS OF LOT 7, BLOCK 4 OF PHASE 4 ARE CHRISTOPHER R. & MARGARET K. DAILEY, FOUND IN h VOL. 8262, PG. 58. THE OWNER OF LOT 8, BLOCK 4 OF PHASE 4 IS BETA THETA PI COWBOYS, INC, FOUND j IN VOL. 8400, PG. 61. OWNER OF THE REMAINING PORTIONS OF THIS TRACT IS 60-JONES ASSOCIATES, LTD, ?i 6161 IMPERIAL LOOP, SUITE 101, COLLEGE STATION, TEXAS, 77845, FOUND IN VOL 7081, PG. 233, AND VOL. 7020, PG. 244. (ALL VOLUME/PAGE INFORMATION IS FROM THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, 10' ELECTRICAL TEXAS.) EASEMENT - � 2 11 2. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 1935/2 F 3. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD Iy INSURANCE RATE MAPS FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NOS. 4804IC181-C AND 48041 C200-C, EFFECTIVE DATE: JULY 2, 1992. R+ 4. FOR PHASES 1, 2, 3B & 3C, NO DRIVEWAY ACCESS TO JONES ROAD OR FM 60 WILL BE PERMITTED, WITH THE EXCEPTION OF THE PROPOSED DRIVEWAY FOR THE PRIVATE ALLEY TO JONES ROAD. OTHERWISE, ALL LOTS - IN PHASES 1, 2, 3B & 3C MUST ACCESS THE INTERNAL STREET SYSTEM. PHASE 3A WILL BE ALLOWED E- DRIVEWAY ACCESS TO JONES ROAD. 5. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL STREET STANDARDS PER r �- BRAZOS COUNTY REQUIREMENTS. FIRE FLOW TO BE IN ACCORDANCE WITH DEED RESTRICTIONS. 6. CURRENTLY, THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE BRUSHY WATER SUPPLY. THE �• PHA E WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS. THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS IN ACCORDANCE WITH DEED RESTRICTIONS. 7. ALL OF THE COMMERCIAL LOTS IN THE AGGIELAND BUSINESS PARK WILL BE AT LEAST 1 ACRE IN SIZE AND WILL HAVE AN ON -SITE SEWAGE DISPOSAL SYSTEM (PRIVATE SEPTIC SYSTEMS) DESIGNED TO MEET ALL 4LOCK 6y. REQUIREMENTS OF THE BRAZOS COUNTY HEALTH DEPARTMENT. NO PRIVATE SEWAGE FACILITY MAY BE INSTALLED ON ANY LOT IN THIS SUBDIVISION WITHOUT THE ISSUANCE OF A LICENSE BY THE BRAZOS COUNTY HEALTH 23 R� `� DEPARTMENT. a BLACK 5 � .k 2.034 AC. s 8. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). 9. THIS DEVELOPMENT IS WITHIN EXTRA -TERRITORIAL JURISDICTION (ETJ) OF THE CITY OF COLLEGE STATION. 8.83#3 AC. 10. THE PRIVATE DRAINAGE EASEMENTS AND PRIVATE ACCESS EASEMENTS ARE PRIVATELY OWNED AND WILL BE PRIVATELY MAINTAINED. BRAZOS COUNTY IS NOT RESPONSIBLE FOR MAINTAINING THE PRIVATE DRAINAGE EASEMENTS. f 11. THERE SHALL BE A 5' WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT OVERHEAD UTILITY LINES. SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY EASEMENT. \ j j 2�`.� 12. PHASE NUMBERS SHOWN ON THIS PRELIMINARY PLAT ARE FOR DESIGNATION OF THE DIFFERENT / �i 4 X DEVELOPMENT AREAS ONLY, AND DO NOT DEFINE THE ORDER IN WHICH THE PHASES MAY DEVELOP. 2 LEGEND _-._ %t 16 P.U.E. S 25 BUILDING x a O' I I SETBACK LINE IN I. I I I 60 x40' ACCESS I "I L _ N47_39'02"W-275.00J� I EASEMENT I I 1 .02, I s - - - - - ------------ r �I i 0C aol I 1 r1 \ a�a BLOCK 4 I I �► I 1,ry 1 \ ,� s I I / ,�,I I 37 II i 36 I�"IN �\ ,� d� \ . 25 1 I ,,, 1 0o cam• c- \ so x4o' 1.275 AC. -- I P.U.E. I I I i I \ c� \ ACCES 10.062 AC. I `1 1.325 AC. a BLOCK 7 I' 00I I I 1.324 AC. I � I "- \ �'' \EASEM NT / IOp 4S I� of I Ir"IIM \`c cn �� / �/< �i I I� m NI 1 I �;` I 3 S \ 0\ 50/ /-/ E l --1 ! I N 1.350 AC. IN I 16' P.U.E. ivl q,'S cfll I 1 N ay �I I I 1 1.512 AC. \\ �1 ?/ /' 0 r� jl I 60'x40' ACCESS I r. ' �I I EASEM (�; I I \\ 1S /' L' i r3I N47'39'02"W-275_0 O O I . 26 r ji R LnI .---- - - t i -- 185_52---� I I--- . - '-- _ _N4T39 02'1N_ 323_44 �- , d� 1 - W-------- ---------��Y r- - - - - - - - - - - - - _-� 25' 'm �� �I I I r N4T39'02"W-370.52' / I I =' I `� BUILDING 'S� d n 0 n = I to to I 1 .1 \y \ SETBAC Iwt - O g� ACCESS q Q EASEMENT \ LINEEll Cq 1.35 C. I100 34 � �• d- 1.350 AC. I :, I r' 1.356 AC. c9 \ o� �/%'� IN Z I I 1-17 16 P. U. \ Co C.i , O /� E _--__T- - W=370.52 _____� L______ - 39 - W- --- -_ __ ' _ k / ESSPARK I =-I I U------------------ - - - - - - - - � ad N47_39'02"W-275_00'---I o I �'----------------- ----- �� raz_ I - - - ' ' I 60'x40' ACCESS pl 1_ �`' 1 ( ACCESS PH E 4 �� _ 1 a (- - - - _ - �-+ EASEMENT i (^ I 3 ( C4 EASEMEN 0 I I I I39 2 � i �' I fi: I j� IN U 1.350 AC. �I ; I � 1.350 • so'x4o' ACCESS (,! 1 BLOCK 7 I I ( EASEMENT Vol 81 --1 N -- -- I° - IN I' IrI� 43 _ I� �1L------- '39°02"W_401.33---- -� _= - - I _ _S47'39 _ E-_370.52 _ _ _ N _ r- - - - - - - A - - - - - - - w=s - - --s - - - - w=a _ _---w- N, IIF,II� 1.3JV l�C. (--------�------- � � 1 2 ' P.U.E. I I I%iIN --I I ao 25 I ' ,I I BUILDING 70' III I�j r € 1� 70' . � I I � I- N I" inl V 20' P.U.E. " 24• 5, II 32 i r SETBACK I LO 39'0-287.39' _ \ B ILDING /� I I, 1.350 AC. I - - - - \ SE ACK 4� I ;:: • 2,V rr Cn N I r- LINE 1.573 AC. d' I III Ilfil \ �,'I ------ N47'39'02'W_401.33' ---- -� O I 16 P.U.E. I f„r - - - - - -- - t r" I • k� I ( ACCESS \ AC SS 1�---------------------- - -----=----N ' EASEMENT ` ` \ EAS ENT I- I 20 P.U.E. \ , „ I ;, t` - = - ; , I I , I L 306.77 K I � � 2 39 W 245.62 _ J ��y, cs, BLOC 7 op oo I I I: 1.350 AC. \ - _ - - - _ - - - - -I s I 31 0'x40' I o - I 'x4o' F' I I= I N �j 1 I O ACCESS I N I CCESS 50�'� I f I C) 50 EASEMENT 1 ° ° I ASEMENT�t N I i ,t,► N650 BLOCK 1�sL� ----- 1 2 % _ _ N4T39'02 _-401.33' _ - _ - _ _ i I i ---- ( ----- 518.94'- ------ ----- �-- --- - ,--- -----I �'�-- - , \ �- i� lid-- tn. Z c 1 71 N/F GLOSTER 7.922 AC 836/129 FjWrr_'4dNM1rd i ROW - 20' SPH PVMT --t - -E CD 20' P.U.E. I d� 5' X 30' EXTENSION a,l ► I I I `C w C IS I 0; OF 10' EASEMENT ©1 i of + I ,� 01 1 BLOCK 7 i I 1 MI I ,/ ,.s l 47 �► ,1 4g W► I I 49 I r 1.797 AC. NI i . °ol I I I ` j \\ 1 L01 I 1.35 C. ACl a 1 NI I I tt 1 IC- 6' P.U.E. 1 `o \ 8I z ACCESS 1 ► I j I i CULVERT [I \ \ \ 9 EASEMENT 60'x40' ACCESS EASEMENT - 1 I M �\ \ °' C 102. 148.75T 46 . °39'02" W - 25143'-- - 1.350 A ' . Matrix Drive o 24' M 70' ES L. HARRIS 1. ACRE TRACT N/F OC EE 1.2 7 ACR TRACT 11 1/ T -I- I --> • Bull- r r �. 1L ST 50' PRIVATE DRAINAGE EASEMENT 7.65-' -' E. - [IF --------------------- - ' � - ��� `Q 41 ll 1 •.� ON A NO. 2, \ `, 1. AC. II l GIB I I 3 3O I ccEss l EASEMENT €3 J I TEPMON) 20 P.U.E. 580 AC .. - \ % \ \ \� I 1 ' i „ 1.822 TURNAROUN `'' L _ �� �� 1 a, I.- I �A­CULVERT ---- 412.'1 g ------ - _ 2 \ 00 I z 1 .� »W 44 4 40 12 7. ' - 14 I1111 ,- L_---- _ 3 - AND WIFE, CY 4.4949 1237/ 95 OTTAWAY, � ANN Al N44041CA, • , B LEY A. GOODWIN, J S CHRIS JEANIS AND WIFE, DY JEANIS 7.9888 AC TRAC 2931/191 100 50 0 `--- - SCALE IN FEET M N/F JEFFREY D. N/F WORKMAN AN THOMAS ORE SHIRLEY A 2.158 RE TRACT WORKMA 1004 64 (395/99) 0.479 CRE TRA 7/423 r py N/F d LARRY JOOST AND 1.4 KIM J 07 ACRE TRACT 4649/264 EXISTING CONTOUR - MAJOR EXISTING CONTOUR - MINOR PROPERTY BOUNDARY EXISTING EASEMENT LINE - - - - - - - - - - - PROPOSED PUBLIC UTILITY EASEMENT O PROPERTY CORNER RIGHT-OF-WAY LINE OLD PROPERTY BOUNDARY BUILDING SETBACK LINE COLLEGE STATION ETJ LINE ED 70.2, 0 N PHASE LINE ti t EXISTING OVERHEAD ELECTRICAL LINE -T-T-T-T-T-T-T-T-T-T- EXISTING UNDERGROUND CABLE LINE w-6 EXISTING 6" WATERLINE w-8 EXISTING 8" WATERLINE - ST - PROPOSED STORM CULVERT -� STORM RUNOFF FLOW DIRECTION el 39* FIRE HYDRANT VICINITY MAP CITY OF RYAN BRAZOS _ CITY OF COUNTY COLLEGE STATION PROJECT G `" LOCATION NOT TO SCALE , PRELIMINARY PLAf,_ �,- �„r : �- -v>a_FOR a� -; �. .x�. ram. , ::n�:»��x;,eF..K c.x•� k�A x'� � ���A:d PRELIMINARY PLAT AGGIELAND BUSINESS PARK 117.48 ACRES 50 LOTS, 9.692 ACRES OF RIGHT-OF-WAY SAVE & EXCEPT PHASE 1 (19.114 AC.) & PHASE 4 (20.121 AC.) J.H. JONES SURVEY, A-26 BRAZOS COUNTY, TEXAS SCALE: 1 "=100' MARCH, 2006 (REVISED) APRIL, 2007 (REV. 2) REVISED MAY, 2007 REVISED AUGUST, 2007 • OWNER DEVELOPER' REVISED SEPTEMBER, 2007 REVISED JUNE, 2009 60-Jones, LLC dbo Aggleland Business Park ENGINEER: Coll Imperial Loop. Suite * 0m 17 , T College Station, Texas 77845 (979) 571-4341 &* i/J , J.II� M0PMM CIVIL ENGINEERING & DESIGN -BUILD SERVICES Ginger L. Urso, P.E. SURVEYOR: 2033 Harvey Mitchell Parkway South Brad Kerr, RPLS No. 4502 College Station, Texas 77840 Kerr Surveying, LLC ... P.O. Box 269 P.O. Box 11929, College Station, Texas 77842 College Statlon, Texas 77841 (979) 764-7743 Fax: (979) 764-7759 (979) 268-3195 SHEET 2 OF 2