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HomeMy WebLinkAboutPlans. � I � I.., I ­ . . . . . . . . I .1 I . . I � � . �, I . I I . 11 I ­ � I.. . . . . . � . I . . 1. -1 I ." . � . I I � % .� .� . . I . . . . ­ .. . . .. � . I . ­ . I a1. I � I . I � . I I � �. . � . . . � I . . 1. I I � . . I I ,�! � .- I . ,� . I I .� I I � I . . . . I . . . . . . � . . � I . . . I . . . . I . : I . � ­ . . : , . . - ... .:i . . .. .. . . - . �Iiii:i::::ii I � . . _ . .. I - � I. � . I .I I . � ; ­. � . � .�. I NOTES: I . I� I� . 11 I I � I . � ,I I . I �I � . I �. . . � I. . II � .. 1 . . . I-. . II '1t'1�;.7z..I` , I.. I . . 1 OWNERSHIP OF THIS TRACT IS FOUND IN VOL. 7081, PG. 233,, AND VOL. 7020, PG. 244;: OF THE - ;, OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. THE CURRENT OWNER IS. 60 -JONES ASSOCIATES; ­ ­ : I - .. . i I I . , I � � I %, . I . 1 is I . 1. t I . i. 1 I i• 7- . _r %._ - ---------__-.------ ..-•••--- .. _s '.'= - . � �­', i I .. . . . . .:. 1 2-24 PIPES - -- -----------------..._ . --------- ---- - -.- ----- ------•••--•-----.------ ---- - __--__...- --- - ---•----. -- -- ------- -- --- . - -- -- - ---- - -- -- - - -- - --- - - --- ---- - -- -- - -- _. __... - - ». 1 . 18 PIPE 70' ROW' - 20' ASPH :PVMT _ R J4_ _ - _. _... _ -- - - --- -- -- - -- - _ _ ._ - - -------- - - - - _ _ _ _ - - -- -- -- - - - - - �: - - FW-_ _ -- _ - ---- - -- _ _ ---- - - -� _ _ - - - - -- - - - - - L- -.__._.__ - ..__ - .. _ `r i - _ !` Cd : _ _ . 10.0 -------------- ---------- - 1 , --------------------------------�---------�--- --- o.o T ---.- s�.99'-- - 02.5?'- -365.39 - �T 1 m -250.050.0- - ' . i- I I }? `t, ` I . I y I 10' ELECTRICAL T' 1 I 20 P.U.E. I I 1 I ' 20'- ,P.U.E. F•� I I. • ;_-*1 . CURVE TABLE - CURVE LENGTH RADIUS DELTA ,. NGENT1 CHORD CHORD BEARING C1 1 669.05' 1 904.93' 42'21'41" 350.65' 1 653.92' 1 . S68'49'52"E i I - EASEMENT CC3 . . I III 13 N _ I ; (I I' I ► 8 `'WATERLINE I: i I PART # 1 1935/279 a . PROPOSED DRIVEWAY I 25' BUILDING I I 25' BUILDING i .I I I ` `� . FOR PRIVATE ALLEY SETBACK LINE I T T I '• `. . 1^ SETBACK LINE 1 I 9 I 1 m I BLOCK _2 �' I 1 I I I I l 6 , I I 1.640 AC. �, T. T Qp N 11 _; I 0 o_ . i owI L::� O i �, , - a IN 1.640 AG. I I i 1.NI - �.; N� = I '�`t +�' W. - I 1 �. _ 1 60'x40' ACCE-SS i 4 ACCESS I O (1. T 1: cn I I .� I' 'I 60 x 0 II Q P.,. I n , `�N m ' EASEMENT i ;3: . Q --- . I I I EASEMENT . � I 0x40 ACCESS -_.. - ' 1 I 1J_ ' ~ __ . _---- -- - :1 - I I I _r N4T39 02 W-275 OD,._ _ L „ -I 01 I ' I BASEMENT I„ 1 � - - - - I - N47 39 OZV- 275 -.OV _ 1 _ , +; I O , "� - 3 1 ,-� �" - W- - - '• I .,---------- --{, - +�1 --I�) ; ,Z02'�W=2-UI752�. - --,+,i {i �� Z 1 I ' T -T r-- -- --- i I-' -,L ­%, _ ! I I 1 ;� m l 16' P.U.E. O ---`�----- _- -, 1 l CC3 0. I _ CY'S . I � I p IE 2 1 lI11 � o I . . m O RI I . 1 I ; !`'. I I I. 1.3.E N 'I 15 : TELEPHONE, ! ;; I Ln ; 1 1 :-16' P.U.E. -� j - �� i I o I t N 1� EASEMENT`;I �,0` O i O I I I 1 0I `ti 01 I- l 1 d' l 1 137/604 ,, ,4, 15 _ - NI 25 1 IN W } I 1.402 AC. I I 1.402 AC. NI d{. IN �' . f 1 BLOCK 1 a0 CU m I , BUILD G Q t, . .. . - , 1. 60' ELECTRICAL1. j I O I I I mGo °a �I SETBACK '•/7 ! �I::� EASEMENT I i 1 O 2 I.. n; I PROPOSED I I 1 -- 208 461 I t 1 I I(D I I � �I I 8" WATERLINE I s N �- `c' LINE 1.8& AC.. ` t Il r-: , 0 , . 1 / I. I N I I it- ; . I 6.842 A.C. Ioi � c I , �1 I I , N a� 1 I +:, 50 BUILDING . UD _ L�__N_4ZX9_02--V--: 7�_,Q2--1. I L -I-- N47 � W_275OQ__: ' - . ' h ----- -- -- - ------------ �W I . SETBACK LdNE '! I L0 - F- - - - I -j - - ' Z i ''.� ;; i _ I -ool I --- I i -- I PROPOSEQ r.- I II I . O In 16 PdJ:E. 3 „ I loll' I . I , I I - _ .- - - I I I I 6 WATER "' NE I. ; ; i; , 1 1 .. . I. N i N Lei' „:�;,L;! I1. . r N I I BLOCK 3 '� T �- - - - - - - �+ _ I N I _ 'It !' ' 1 BLOCK 4 , I _ _ , I _ _ ; - _ _. - d' 1 i i _ ! m ro �i N 1 i; �sr� S 4 °08'04 E 42..9,0`-- I `` a PPE LOT iI4 1 = .' ; . N N I 1 I I i 0 1 iN ►. astg! Dnve;. ,i . 79.17 AC. 1 I I 1.413 AC. i IN 1.413 AC. 1 - ' . LL u- �I I I I I .1 •�� S 48°0 '04" E - 243.91' '; . 1 OPHASE 1 1 I '60'x40' ACCESS 1 I 60 x40 ACCESS V - - - - - - - ' _ _/'� `' 1• i_-__ '{�•//�� 1 i 00} _I I m I EASEMENT III EASEMENT I ' ..� T ,1�' (Y ? N { - _ 1 L III „ _ -f I I 16' P.U.E. -I Ii - '- ;HASE 3I _ . .1 . ­ . - 25' BLOCK 1 1 %i ---I . . I I I I . I - w/ w - 1 2Q P.U.E. I , ...- M I i I 25' BUILDING i ': i � . ; I , -I` I III SETBACK LINE I BUILDING �I i1 ; ; I I i' =1= I I - - - --- --.-- -- - � SETBACK 6 �,r I ;' ! + _-_.._.._ _ I ! BLOCK 3 I I � r I U) I '. I I �4 III 12 i �I-NF- 1.527 A.C.`_0)1 . I... I 13 s. r i _ ' . ACCESS EASEMENT j h I h 1.238 AC. / of C� I W 1.363 AC. / �� I ,! {t 1 z I I (30 TYPICAL) 20 L I`- I / T of I I . .,. I �` . P.U.E. I i m I I I SS / - -N-48 08'04'!N_324.42_ - -_- _ I -i J . PROPOSED I 60 x40 ACCESS %` , : t 1 ~S -391 - E-331.38''' I I I I EASEMENT i _ ____________c _ + 1 I ---'------ - 1 8 WATERLINE I I . 1 �►� r _ -�,;{ ; :: ; (, _�_ _ -_ ------ -- N 1 1 - X9.7-1' J _11_4_' -'�/ G -- jf - ._ 50' BUILDING -�'31 ; I"_ _ ._... - - - - a; St - - - "� SETBACK LINE �. E- )N W-8 W-8 -8 W-8 �'� h I il l i I 1 r. 1 Q I ----------------------.------------- 7-- QE _ ,., 1 - ,D7 iI I . -- -- . _ i ! -I „ C - - - .. _. --- 1 I : '\ 8aOQ�f1�/n i _ __._ ., tVJ``tt _ _ �, S 4 - E 351. h E- -� ,�, Ni I , • 1 �: 1 - _... _ - r 30 Em na T;oo �.., I 1 , • ` I . W _-: 1 ; PIPE S 4$x08'04" E 375.96' �� 1.765 AC. _,,.._ .�I '. I am ,1. 30' .PRIVATE ` '� , j 121 6�� j I �� � t I ' O \� ---• 26 . 7 1119 _- 1 Ili., i +: I I DRAINAGE F ��- - - - - - - - - - 1 L _.. I ;`I . i INERT --- - -- ..._ _ . I . U)' ASE _ _. I . _ I-' _ --__ I. _ 4 _ _ ! - 1. i �--- I, I L I I 11', I - , IIS . . _- I I 25' BUILDING III --pT �r _ "h'' O �_ . . . I 1 SETBACK LINE ,-1 I BLAOCK- I 11 , I .. � N44 43 07 �_- r . 1. - ft -1 i I W 415:7 :,_ 1 -2 rte) , _ I , i I ! _ . ` I_ 0I I MI I I r� � i * I 1 I ' i 4.71:7 AC. i 1 I 3- I I I , --� ;` ` 1 ! 'I I 2.043 AC. �1 I 11.691 AC. I . ' • . �I I 001 1 1 . I •` _� : J- . 1 I `n� I I a._ . _ of _ �; I Ni ' i "_ ; �I a: . . . _ i _-_ . , ,1 I �I i I BETTY LYNN TRCALEK SUEHS + I I I 20' P.U.E. 1, I- _ 1 • I I I I i .J CAROL ANN TRCALEK PETTY . ; . i - - - - - - I I _. SUSA_N DENISE TRCALEK . , F -f---�---------r------------ -- --I ,- - SKRABATIEK _ . 11 X3.15. 282.71 ; 224.04 DONNA RUTH 1RCAL-EK:_ JONES _ 1 4 - . I .. fi �} 1.328 ACRE TRACT - z i 1 0 i N40��, 1 1 _IIW .., 679. 4818/285 (320/543) 4 I ': 1 I i -I . j . I , -_Lai C I 1 . I r. I ; COLLE E I I _ 1 i.1! STATION G S M N/F 1 i I MONUMENT1 3 . FRANK FIELDS AND I. 1 I ; -'" i WIFE, BETTY J. FIELDS I ' . ' .I. -1 ' I 5.394 ACRE TRACT . 5 1i , 4352/15 i : . .I I . rI ------------- ----- .89'----- __1_ LI_- -- __� . - . 1 fi57 192.95T I 1 f 6 N44°49'4'0" j° 4 - , I 1850.84' :. �_- I - . . . . I -. .1 . I I t. . I . . . . I ;:! * . . :,; I N/F1. �`` 1 THOMAS MOORE . . 2.158 ACRE TRACT N/F 1004/64 (395/99) 4 THOMAS MOORE . t ARE TRACT 1.896 C L`' 1 1 16/583 (� . 1 . 1. . . i 1 . . 100 50 0 100 .. . SCALE IN FEET . 1 . 1 :. i� �/ . .. r . m is b LTD; 526 UNIVERSITY DRIVE EAST; ''SUITE 101-8; COLLEGE STATION, TEXAS, 77840. ,. is 2: BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS, OBSERVATION, 3. NO PORTION OF THISTRACTIS :WITHIN THE 100 YEAR, FLOODPLAIN ACCORDING TO THE FE.M.A. FLOOD INSURANCE RATE MAP FOR BRAZ.OS COUNTY AND. INCORPORATED AREAS, MAP N0. 48041 C18_1 -C, . EFFECTIVE DATE: JULY 2, 1992. 4.' NO DRIVEWAY. ACCESS. TO JONES ROAD OR FM 60 WILL BE PERMITTED, WITH THE EXCEPTION OF THE . . ACCESS THE PROPOSED DRIVEWAY. FOR. THE .PRIVATE ALLEY TO JONES ROAD. OTHERWISE, ALL LOTS MUST CCE INTERNAL STREET SYSTEM. :+: . . 5. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL' STREET STA( DARDS PER . BRAZOS COUNTY REQUIREMENTS. 1 6. CURRENTLY, THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE .BRUSHY WATER SUPPLY. THE . 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. 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 REQUIREMENTS OF THE BRAZOS COUNTY HEALTH DEPARTMENT. 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. 10. BRAZOS COUNTY IS NOT RESPONSIBLE. FOR 'MAINTAINING THE PRIVATE DRAINAGE EASEMENTS. . .. . LEGEND . ---- ---- EXIST.ING:.CONTOUR - MAJOR - --------.-- - EXISTING CONTOUR '- MINOR . . PROPERTY BOUNDARY EXISTING EASEMENT LINE - - - - - - - - - - - PROPOSED PUBLIC UTILITY EASEMENT _- _0 PROPERTY CORNER ' . -'. RIGHT-OF-WAY LINE _- - • .. • . ' . ' . • ' OLD PROPERTY BOUNDARY . BUILDING 'SETBACK LINE w 10 I M i B COLLEGE STATION ETJ LINE . ---_- F ---PH. __ RHASE LINE ----E-- ---1•- EXISTING OVERHEAD. ELECTRICAL LINE i r-=-r----r-•r-�-7 EXISTING UNDERGROUND CABLE LINE ------_- w-6----- - EXISTING '6" WATERLINE -­-- ',�-r3 ------ EXISTING 8., WATERLINE. - ST --.PROPOSED STORM CULVERT . � STORM RUNOFF FLOW DIRECTION{ r . tr * FIRE HYDRANT I'. . VICINITY MAP :; KEY MAP� . p I , , I - IN . 0 p , , " I . Mw R r . . . I * . .11 " � L I z 11 Zf IL.1; �, a n- � . . . z' , Lw!" ` s.,%. :1 . I I.i . I . .: - . . � -.:, --- I I . . � . I . f� ,y . . . , ­.. I I I . � . ;�. . . -- �, �­--j . .. % mn �•al viti..., a ;� nci. . I - .. - , I'll .1 1. � s r9 = g s. • u : sj� I ., ,� Y =c .41 I% �� 4 � .11 . c. f „t ria y- . � I � . . . . J, F--.xhu',, i ''�{h"r-c•Yy�.Ap I .< a j .iur, P;r iv tI" ttt P� I q cf 2 - ti'' vh k'- 6 ... 3 Sr, . . .. � I �... � I ­ I I . . 1; . . . � I . � � :� . ­ . -d . . . � : . . . � - I I � . � I . . I � . . . I I . . I ­ ,. I � .. I . .1 . �. . � � . . . I ...., ­ . . . ' � . . I . I � I � I - � . . � . . . . . . . � I .1 1. ..� . I . .. 11 N:�A � . .1 I R�11 .L�.I: I .. RY � 11 I . . � �:, . I I . . .. . I � 1. . . . . !:. 1. 111. I . �.. I : . . . ... I I I . � . .1 . . . ' I . . .. . . . . ­ � . � . . . .. � ... i . � . . .. . . .. � i, � I z ILAT ' ,; I.. . �. I � .. : .P �� . I I � I . �? . I I I � . I � . . .; . .1. . � � . . . ,�, . I I . ­ . . �. I � � . AGGI � I IE.. LA..1.ND. . BUSINES. S '..t.. 1I��.:I,,;.1.. .- ARK . . .1 . 1. .. 17.48 ACRES::..-...: 'i . . I . . I I . J . . . . I . J. H. JONES SURVEY, A-26 BRAZOS COUNTY, TEXAS . SCALE:. 1 =100' . MARCH, 2006 (REVISED) OWNER/DEVELOPER: 60 -Jones, LLC -.. .. . . �.. .I . �.. . �. . . . I" II '.. .� . .I 1I .. ..� �..- ..II I dBa Aggieland Business ParI IIk . . 526 University 'Drive East, Ste. 101-B . I tI.. I . . . I . ... . -�. .. I. . .. I . ...I, .� �. . .-I . . . . I� . . � I .. . I. . I. .. . . . 1.. I. College Station, Texas 77840 ENGINEER: . (979.) 764-6000 `d: SURVEYOR: T CON . Brad Kerr,' R -PLS, No. 4502 General l'COI'1tra.CtOrS • Kerr Surveying, LLC - Ginger L. *so, P.E. P.O: Box 269': I . ..I 1707 Graham Road . College Station,. Texas 77841 College Station, Texas 77845 (979) 268-3195 (979) 764 7743 1. .. I . . I . �I. SHEET 1.OF 2 .. . ' C6 -1-(7 . . . /,? �-u -�- . I . ' .9 7f3 ' �IL IL --INE TABLE . LINE LENGTH . BEARING - L1 415.67' N44'43'07'W L2: 139.10' S42'50'02'W, L3 125.56' S43'1 6'54"W L4 263.23' S44'52'55'W C5 126.40' N4S44'23"E' L6 292.47' N62'54'01 "E L7., 486.30' N81'02'30"E L8 47.38' N89'59'1 8"E L9 397.15' N44' 11'1 5"E. i I - EASEMENT CC3 . . I III 13 N _ I ; (I I' I ► 8 `'WATERLINE I: i I PART # 1 1935/279 a . PROPOSED DRIVEWAY I 25' BUILDING I I 25' BUILDING i .I I I ` `� . FOR PRIVATE ALLEY SETBACK LINE I T T I '• `. . 1^ SETBACK LINE 1 I 9 I 1 m I BLOCK _2 �' I 1 I I I I l 6 , I I 1.640 AC. �, T. T Qp N 11 _; I 0 o_ . i owI L::� O i �, , - a IN 1.640 AG. I I i 1.NI - �.; N� = I '�`t +�' W. - I 1 �. _ 1 60'x40' ACCE-SS i 4 ACCESS I O (1. T 1: cn I I .� I' 'I 60 x 0 II Q P.,. I n , `�N m ' EASEMENT i ;3: . Q --- . I I I EASEMENT . � I 0x40 ACCESS -_.. - ' 1 I 1J_ ' ~ __ . _---- -- - :1 - I I I _r N4T39 02 W-275 OD,._ _ L „ -I 01 I ' I BASEMENT I„ 1 � - - - - I - N47 39 OZV- 275 -.OV _ 1 _ , +; I O , "� - 3 1 ,-� �" - W- - - '• I .,---------- --{, - +�1 --I�) ; ,Z02'�W=2-UI752�. - --,+,i {i �� Z 1 I ' T -T r-- -- --- i I-' -,L ­%, _ ! I I 1 ;� m l 16' P.U.E. O ---`�----- _- -, 1 l CC3 0. I _ CY'S . I � I p IE 2 1 lI11 � o I . . m O RI I . 1 I ; !`'. I I I. 1.3.E N 'I 15 : TELEPHONE, ! ;; I Ln ; 1 1 :-16' P.U.E. -� j - �� i I o I t N 1� EASEMENT`;I �,0` O i O I I I 1 0I `ti 01 I- l 1 d' l 1 137/604 ,, ,4, 15 _ - NI 25 1 IN W } I 1.402 AC. I I 1.402 AC. NI d{. IN �' . f 1 BLOCK 1 a0 CU m I , BUILD G Q t, . .. . - , 1. 60' ELECTRICAL1. j I O I I I mGo °a �I SETBACK '•/7 ! �I::� EASEMENT I i 1 O 2 I.. n; I PROPOSED I I 1 -- 208 461 I t 1 I I(D I I � �I I 8" WATERLINE I s N �- `c' LINE 1.8& AC.. ` t Il r-: , 0 , . 1 / I. I N I I it- ; . I 6.842 A.C. Ioi � c I , �1 I I , N a� 1 I +:, 50 BUILDING . UD _ L�__N_4ZX9_02--V--: 7�_,Q2--1. I L -I-- N47 � W_275OQ__: ' - . ' h ----- -- -- - ------------ �W I . SETBACK LdNE '! I L0 - F- - - - I -j - - ' Z i ''.� ;; i _ I -ool I --- I i -- I PROPOSEQ r.- I II I . O In 16 PdJ:E. 3 „ I loll' I . I , I I - _ .- - - I I I I 6 WATER "' NE I. ; ; i; , 1 1 .. . I. N i N Lei' „:�;,L;! I1. . r N I I BLOCK 3 '� T �- - - - - - - �+ _ I N I _ 'It !' ' 1 BLOCK 4 , I _ _ , I _ _ ; - _ _. - d' 1 i i _ ! m ro �i N 1 i; �sr� S 4 °08'04 E 42..9,0`-- I `` a PPE LOT iI4 1 = .' ; . N N I 1 I I i 0 1 iN ►. astg! Dnve;. ,i . 79.17 AC. 1 I I 1.413 AC. i IN 1.413 AC. 1 - ' . LL u- �I I I I I .1 •�� S 48°0 '04" E - 243.91' '; . 1 OPHASE 1 1 I '60'x40' ACCESS 1 I 60 x40 ACCESS V - - - - - - - ' _ _/'� `' 1• i_-__ '{�•//�� 1 i 00} _I I m I EASEMENT III EASEMENT I ' ..� T ,1�' (Y ? N { - _ 1 L III „ _ -f I I 16' P.U.E. -I Ii - '- ;HASE 3I _ . .1 . ­ . - 25' BLOCK 1 1 %i ---I . . I I I I . I - w/ w - 1 2Q P.U.E. I , ...- M I i I 25' BUILDING i ': i � . ; I , -I` I III SETBACK LINE I BUILDING �I i1 ; ; I I i' =1= I I - - - --- --.-- -- - � SETBACK 6 �,r I ;' ! + _-_.._.._ _ I ! BLOCK 3 I I � r I U) I '. I I �4 III 12 i �I-NF- 1.527 A.C.`_0)1 . I... I 13 s. r i _ ' . ACCESS EASEMENT j h I h 1.238 AC. / of C� I W 1.363 AC. / �� I ,! {t 1 z I I (30 TYPICAL) 20 L I`- I / T of I I . .,. I �` . P.U.E. I i m I I I SS / - -N-48 08'04'!N_324.42_ - -_- _ I -i J . PROPOSED I 60 x40 ACCESS %` , : t 1 ~S -391 - E-331.38''' I I I I EASEMENT i _ ____________c _ + 1 I ---'------ - 1 8 WATERLINE I I . 1 �►� r _ -�,;{ ; :: ; (, _�_ _ -_ ------ -- N 1 1 - X9.7-1' J _11_4_' -'�/ G -- jf - ._ 50' BUILDING -�'31 ; I"_ _ ._... - - - - a; St - - - "� SETBACK LINE �. E- )N W-8 W-8 -8 W-8 �'� h I il l i I 1 r. 1 Q I ----------------------.------------- 7-- QE _ ,., 1 - ,D7 iI I . -- -- . _ i ! -I „ C - - - .. _. --- 1 I : '\ 8aOQ�f1�/n i _ __._ ., tVJ``tt _ _ �, S 4 - E 351. h E- -� ,�, Ni I , • 1 �: 1 - _... _ - r 30 Em na T;oo �.., I 1 , • ` I . W _-: 1 ; PIPE S 4$x08'04" E 375.96' �� 1.765 AC. _,,.._ .�I '. I am ,1. 30' .PRIVATE ` '� , j 121 6�� j I �� � t I ' O \� ---• 26 . 7 1119 _- 1 Ili., i +: I I DRAINAGE F ��- - - - - - - - - - 1 L _.. I ;`I . i INERT --- - -- ..._ _ . I . U)' ASE _ _. I . _ I-' _ --__ I. _ 4 _ _ ! - 1. i �--- I, I L I I 11', I - , IIS . . _- I I 25' BUILDING III --pT �r _ "h'' O �_ . . . I 1 SETBACK LINE ,-1 I BLAOCK- I 11 , I .. � N44 43 07 �_- r . 1. - ft -1 i I W 415:7 :,_ 1 -2 rte) , _ I , i I ! _ . ` I_ 0I I MI I I r� � i * I 1 I ' i 4.71:7 AC. i 1 I 3- I I I , --� ;` ` 1 ! 'I I 2.043 AC. �1 I 11.691 AC. I . ' • . �I I 001 1 1 . I •` _� : J- . 1 I `n� I I a._ . _ of _ �; I Ni ' i "_ ; �I a: . . . _ i _-_ . , ,1 I �I i I BETTY LYNN TRCALEK SUEHS + I I I 20' P.U.E. 1, I- _ 1 • I I I I i .J CAROL ANN TRCALEK PETTY . ; . i - - - - - - I I _. SUSA_N DENISE TRCALEK . , F -f---�---------r------------ -- --I ,- - SKRABATIEK _ . 11 X3.15. 282.71 ; 224.04 DONNA RUTH 1RCAL-EK:_ JONES _ 1 4 - . I .. fi �} 1.328 ACRE TRACT - z i 1 0 i N40��, 1 1 _IIW .., 679. 4818/285 (320/543) 4 I ': 1 I i -I . j . I , -_Lai C I 1 . I r. I ; COLLE E I I _ 1 i.1! STATION G S M N/F 1 i I MONUMENT1 3 . FRANK FIELDS AND I. 1 I ; -'" i WIFE, BETTY J. FIELDS I ' . ' .I. -1 ' I 5.394 ACRE TRACT . 5 1i , 4352/15 i : . .I I . rI ------------- ----- .89'----- __1_ LI_- -- __� . - . 1 fi57 192.95T I 1 f 6 N44°49'4'0" j° 4 - , I 1850.84' :. �_- I - . . . . I -. .1 . I I t. . I . . . . I ;:! * . . :,; I N/F1. �`` 1 THOMAS MOORE . . 2.158 ACRE TRACT N/F 1004/64 (395/99) 4 THOMAS MOORE . t ARE TRACT 1.896 C L`' 1 1 16/583 (� . 1 . 1. . . i 1 . . 100 50 0 100 .. . SCALE IN FEET . 1 . 1 :. i� �/ . .. r . m is b LTD; 526 UNIVERSITY DRIVE EAST; ''SUITE 101-8; COLLEGE STATION, TEXAS, 77840. ,. is 2: BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS, OBSERVATION, 3. NO PORTION OF THISTRACTIS :WITHIN THE 100 YEAR, FLOODPLAIN ACCORDING TO THE FE.M.A. FLOOD INSURANCE RATE MAP FOR BRAZ.OS COUNTY AND. INCORPORATED AREAS, MAP N0. 48041 C18_1 -C, . EFFECTIVE DATE: JULY 2, 1992. 4.' NO DRIVEWAY. ACCESS. TO JONES ROAD OR FM 60 WILL BE PERMITTED, WITH THE EXCEPTION OF THE . . ACCESS THE PROPOSED DRIVEWAY. FOR. THE .PRIVATE ALLEY TO JONES ROAD. OTHERWISE, ALL LOTS MUST CCE INTERNAL STREET SYSTEM. :+: . . 5. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL' STREET STA( DARDS PER . BRAZOS COUNTY REQUIREMENTS. 1 6. CURRENTLY, THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE .BRUSHY WATER SUPPLY. THE . 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. 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 REQUIREMENTS OF THE BRAZOS COUNTY HEALTH DEPARTMENT. 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. 10. BRAZOS COUNTY IS NOT RESPONSIBLE. FOR 'MAINTAINING THE PRIVATE DRAINAGE EASEMENTS. . .. . LEGEND . ---- ---- EXIST.ING:.CONTOUR - MAJOR - --------.-- - EXISTING CONTOUR '- MINOR . . PROPERTY BOUNDARY EXISTING EASEMENT LINE - - - - - - - - - - - PROPOSED PUBLIC UTILITY EASEMENT _- _0 PROPERTY CORNER ' . -'. RIGHT-OF-WAY LINE _- - • .. • . ' . ' . • ' OLD PROPERTY BOUNDARY . BUILDING 'SETBACK LINE w 10 I M i B COLLEGE STATION ETJ LINE . ---_- F ---PH. __ RHASE LINE ----E-- ---1•- EXISTING OVERHEAD. ELECTRICAL LINE i r-=-r----r-•r-�-7 EXISTING UNDERGROUND CABLE LINE ------_- w-6----- - EXISTING '6" WATERLINE -­-- ',�-r3 ------ EXISTING 8., WATERLINE. - ST --.PROPOSED STORM CULVERT . � STORM RUNOFF FLOW DIRECTION{ r . tr * FIRE HYDRANT I'. . VICINITY MAP :; KEY MAP� . p I , , I - IN . 0 p , , " I . Mw R r . . . I * . .11 " � L I z 11 Zf IL.1; �, a n- � . . . z' , Lw!" ` s.,%. :1 . I I.i . I . .: - . . � -.:, --- I I . . � . I . f� ,y . . . , ­.. I I I . � . ;�. . . -- �, �­--j . .. % mn �•al viti..., a ;� nci. . I - .. - , I'll .1 1. � s r9 = g s. • u : sj� I ., ,� Y =c .41 I% �� 4 � .11 . c. f „t ria y- . � I � . . . . J, F--.xhu',, i ''�{h"r-c•Yy�.Ap I .< a j .iur, P;r iv tI" ttt P� I q cf 2 - ti'' vh k'- 6 ... 3 Sr, . . .. � I �... � I ­ I I . . 1; . . . � I . � � :� . ­ . -d . . . � : . . . � - I I � . � I . . I � . . . I I . . I ­ ,. I � .. I . .1 . �. . � � . . . I ...., ­ . . . ' � . . I . I � I � I - � . . � . . . . . . . � I .1 1. ..� . I . .. 11 N:�A � . .1 I R�11 .L�.I: I .. RY � 11 I . . � �:, . I I . . .. . I � 1. . . . . !:. 1. 111. I . �.. I : . . . ... I I I . � . .1 . . . ' I . . .. . . . . ­ � . � . . . .. � ... i . � . . .. . . .. � i, � I z ILAT ' ,; I.. . �. I � .. : .P �� . I I � I . �? . I I I � . I � . . .; . .1. . � � . . . ,�, . I I . ­ . . �. I � � . AGGI � I IE.. LA..1.ND. . BUSINES. S '..t.. 1I��.:I,,;.1.. .- ARK . . .1 . 1. .. 17.48 ACRES::..-...: 'i . . I . . I I . J . . . . I . J. H. JONES SURVEY, A-26 BRAZOS COUNTY, TEXAS . SCALE:. 1 =100' . MARCH, 2006 (REVISED) OWNER/DEVELOPER: 60 -Jones, LLC -.. .. . . �.. .I . �.. . �. . . . I" II '.. .� . .I 1I .. ..� �..- ..II I dBa Aggieland Business ParI IIk . . 526 University 'Drive East, Ste. 101-B . I tI.. I . . . I . ... . -�. .. I. . .. I . ...I, .� �. . .-I . . . . I� . . � I .. . I. . I. .. . . . 1.. I. College Station, Texas 77840 ENGINEER: . (979.) 764-6000 `d: SURVEYOR: T CON . Brad Kerr,' R -PLS, No. 4502 General l'COI'1tra.CtOrS • Kerr Surveying, LLC - Ginger L. *so, P.E. P.O: Box 269': I . ..I 1707 Graham Road . College Station,. Texas 77841 College Station, Texas 77845 (979) 268-3195 (979) 764 7743 1. .. I . . I . �I. SHEET 1.OF 2 .. . ' C6 -1-(7 . . . /,? �-u -�- . I . ' .9 7f3 ' �IL NOTES: 1. OWNERSHIP OF THIS TRACT IS FOUND IN VOL. 7081, PG. 233, AND VOL. 7020, PG. 244, OF THE OFFICIAL DEED RECORDS -bF BRAZOS COUNTY, TEXAS. THE CURRENT OWNER IS ,60—JONES ASSOCIATES, LTD, 526 UNIVERSITY DRIVE EAST; SUITE 101—B -COLLEGE STATION-; TEXAS,. 77840. 2. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS' ESTABLISHED FROM GPS OBSERVATION. 3. [ NO PORTON OF THIS TRACT. IS WITHIN THE 100 YEAR FLOODPLAIN *ACCORDING TO THE F.E.M.A. . FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND: INCORPORATED AREAS, MAP N0:' 480410181—C, EFFECTIVE. DATE: JULY 2, 1992: 10101 .4 VIEW - a Niffim EXCEPTION OF 4. NO DRIVEWAY ACCESS TO JONES ROAD.OR FM 60 WILL BE PERMITTED, WITH THE OTHER ISE,. ALL LOTS MUST THE PROPOSED DRIVEWAY FOR THE:* PRIVATE ALLEY TO JONES' ROAD.:. W ACCESS THE INTERNAL STREET SYSTEM. TREET: STANDARDS 5. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL S --w P39VT PER BRAZOS.COUNTY REQUIREMENTS. THE LY ER SUPPLIER FOR THIS DEVELOPMENT IS THE :BRUSHY WATER SUPPLY. — — — — — — — — -- — — — — — — — — — — — — 6. CURRENT --- — — — — — — — — — — — — — — — — THE. WATER - --------- M02. WATERLINES . WILL BE DESIGNED,.AND CONSTRUCTED. CITY OF COLLEGE STATION SPECIFICATIONS AND -FIRE HYDRANTS TO MEET FIRE. iiiiiiiiiiiiiii0il00000 20 P.U.E. STANDARDS. E -REQUIRED FLOW TO G *\ S � WATERLINES` WILL PROVIDE THE PROTECTION REQUIREMENTS. fN X 30' EXTENSION ELECTRICAL GIELAND BUSINESS PARK WILL BE AT LEAST� 1 ACRE IN' 1\0 7. -ALL OF THE COMMERCIAL.LOTS IN THE AG OF 10' EASEMENT EASEMENT SIZE AND WILL HAVE AN ON—SITE SEWAGE DISPOSAL SYSTEM (PRIVATE SEPTIC, SYSTEMS),,!;DESIGNED TO I PART #2 1*935BRAZOS/279 MEET ALL REQUIREMENTS OF THE COUNTY HEALTH nCOADTkACMT" 8. ELECTRIC SERVICE -FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTIL T ES (BTU). 9. THIS DEVELOPMENT IS WITHIN. EXTRA—TERRITORIAL JURISDICTION. (ETJ) OF THE CITY OF COLLEGE STATION. 10. BRAZOS COUNTY IS NOT . -RESPONSIBLEFOR MAINTAINING THE PRIVATE DRAINAGE EASEMENTS. LEGEND, 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 ri WM N PHASE LINE EXISTING OVERHEAD ELECTRICAL LINE T T - T 1 7•------- 1 - T EXISTING UNDERGROUND CABLE LINE EXISTING 6" WATERLINE EXISTING 8" WATERLINE PHASE 3 NOT FILED FOR mr-%,vr-,u 79.169 AC. N Wi.w WNW MIX 1p A% N/F FRED JEFFERSON AND WIFE, RUBY JEFFERSON 6.5 ACRE TRACT 122/45 KEY MAP cy) i IrMIR ii L % NZ PRELI ra 1Z A 0 A M q* NIV E 4. W.. 1§ A Z6 ow, i'm %1d R f ----------------------------------------------------------- 'N' N47031'46"W 93 .59 I . .. _; — b N/F JAMES L. .,HARRIS 20' R.U. E. N/F 1.00 ACRE -TRACT L BENNIE WILSON, JR. AND 92�/337 --- — — — — — — — — — --- — GLORIA M. WILSON N/F WIFE — — — — — — — GLOSTER JEFFERSON --LAT 7.922 ACRE TRACT . ..... P 2915/242 7.922 ACRE TRACT ------ 836/129 . X49'40"�'�/ 84 `dba A99.teland Business Park. ST PROPOSED .STORM. CULVERT 0.744 ACRE TRACT QUIT CLAIM DEED FROM COUNTY TO BLOCK4 N/F 117.48 ACR ES STORM RUNOFF FLOW DIRECTIOW 1.277 ACRE TRACT 4.4940 ACRE TRACT BRAZOS HUDETTS WALKER All. N/F U_ LL (979) 764-6000 FH b* FIRE HYDRANT 1131/287 1237/295 LUCY SIGNED AND DATED OCT. 8, 1990 1 LOT 1 00 0 2.5207 ACRE TRACT VICINITY MAP NOT FILED FOR mr-%,vr-,u 79.169 AC. N Wi.w WNW MIX 1p A% N/F FRED JEFFERSON AND WIFE, RUBY JEFFERSON 6.5 ACRE TRACT 122/45 KEY MAP cy) i IrMIR ii L % NZ PRELI ra 1Z A 0 A M q* NIV E 4. W.. 1§ A Z6 ow, i'm %1d R f ----------------------------------------------------------- 'N' N47031'46"W 93 .59 I . .. _; — b N/F JAMES L. .,HARRIS 20' R.U. E. N/F 1.00 ACRE -TRACT L BENNIE WILSON, JR. AND 92�/337 --- — — — — — — — — — --- — GLORIA M. WILSON N/F WIFE — — — — — — — GLOSTER JEFFERSON --LAT 7.922 ACRE TRACT . ..... P 2915/242 7.922 ACRE TRACT ------ 836/129 . X49'40"�'�/ 84 `dba A99.teland Business Park. AGG I ELAND BUS I NESS PARK N/F N/F CHARLES EDWARD OTTAWAY, JR. AND WIFE,, CYNTHIA.ANN OTTAWAY OCIE LEE MANLEY 526 University *DrIve East, Ste. 101-8 N/F 117.48 ACR ES College Staffon, Texas 77840 ENGINEER: 1.277 ACRE TRACT 4.4940 ACRE TRACT 1 N/F (979) 764-6000 KIM JOOST 1131/287 1237/295 N/F BRADLEY A. GOODWIN.i JEFFREY 0. N/F 2.5207 ACRE TRACT SURVEYOR: JAMES :.CHRIS ..JEANIS AND: . :WORKMAN :AND . SHIRLEY A. I . THOMAS MOORE. I IJ.H. JONESSURVEY, A-26. WIFE, CINDY JEANIS 7.9888 ACRE. TRACT WORKMAN -TRA .2.158 ACRE CT, 1004/64 (395/99) BRAZOS- COUNTY, TEXAS 2931/191 OACRE i479 TRACT . SCALE: 1 =100 MARCH, 20:06 (REVISED) College Station, Texas 77841 College Station; Texas 77845 1087/423.., (979) 764--7743 SCALE IN FEET. (979) 268-3195 SHEET 2, OF 2 OWNER/DEVELOPER:. 60Jones, LLC A `dba A99.teland Business Park. 526 University *DrIve East, Ste. 101-8 N/F College Staffon, Texas 77840 ENGINEER: LARRY JOOST AND (979) 764-6000 KIM JOOST ON 2.5207 ACRE TRACT SURVEYOR: 4649/264 er Contractors Bead Kerr, RPLS* No. 4502 Gen al Kerr Surveying, LLC Ginger L.- Urso, P.E. 1707 Grand' Road P.O. Box 269 .!n 100 50 0 100 College Station, Texas 77841 College Station; Texas 77845 (979) 764--7743 SCALE IN FEET. (979) 268-3195 SHEET 2, OF 2 1 N/F BENNIE WILSON, JR. AND WIFE, GLORIA M. WILSON 7.922 ACRE TRACT / 2915/242 O N/F BETTY LYNN TRCALEK SUEHS CAROL ANN TRCALEK PETTY SUSAN DENISE TRCALEK SKRABANEK DONNA RUTH TRCALEK JONES 1.328 ACRE TRACT 4818/285 (320/543) O N/F FRANK FIELDS AND WIFE, BETTY J. FIELDS 5.394 ACRE TRACT 4352/15 O3 N/F THOMAS MOORE 1.896 ACRE TRACT 1116/583 ® N/F N/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, 1990 NOT FILED FOR RECORD—, N/F FRED JEFFERSON AND WIFE, RUBY LEE JEFFERSON 5 ACRE TRACT 356/659 _g N/F i \\ FRED JEFFERSON AND; j \ WIFE, RUBY JEFFERSON i \ 6.5 ACRE TRACT 122/45 \ // \\ o / 5' X 30' EXTENSION \ OF 10' EASEMENT \.�. l 20' P.U.E. N/F GLOSTER JEFFERSON 7.922 ACRE TRACT 836/129 ~ \ \ RESERVE TRACT \ FUTURE DEVELOPMENT \ NflN ED USE \ 79.17 ACRES \ \ / 20 P.U.E. O N/F JAMES L. HARRIS 1.00 ACRE TRACT 923/337 ® N/F OCIE LEE MANLEY 1.277 ACRE TRACT 1131/287 N/F \ CHARLES EDWARD \ OTTAWAY, J R. \ AND WIFE, CYNTHIA \ ANN OTTAWAY \ 4.4949 ACRE TRACT \ 1237/295 \ N/F �Q0 BRADLEY A. GOODWIN, JAMES CHRIS JEANIS AND �t9+ WIFE, CINDY JEANIS 7.9888 ACRE TRACT 2931/191 CURVE TABLE THOMAS MOORE LENGTH 2.158 ACRE TRACT I DELTA 1004/64 (395/99) O N/F C1 JEFFREY D. WORKMAN AND 1 904.93' SHIRLEY A. WORKMAN 350.65' 1 0.479 ACRE TRACT 1 S68'49'52"E 1087/423 © N/F L5 LARRY JOOST AND N43'44'23"E KIM JOOST 292.47' 2.5207 ACRE TRACT L7 4649/264 N/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, 1990 NOT FILED FOR RECORD—, N/F FRED JEFFERSON AND WIFE, RUBY LEE JEFFERSON 5 ACRE TRACT 356/659 _g N/F i \\ FRED JEFFERSON AND; j \ WIFE, RUBY JEFFERSON i \ 6.5 ACRE TRACT 122/45 \ // \\ o / 5' X 30' EXTENSION \ OF 10' EASEMENT \.�. l 20' P.U.E. N/F GLOSTER JEFFERSON 7.922 ACRE TRACT 836/129 ~ \ \ RESERVE TRACT \ FUTURE DEVELOPMENT \ NflN ED USE \ 79.17 ACRES \ \ / 20 P.U.E. O N/F JAMES L. HARRIS 1.00 ACRE TRACT 923/337 ® N/F OCIE LEE MANLEY 1.277 ACRE TRACT 1131/287 N/F \ CHARLES EDWARD \ OTTAWAY, J R. \ AND WIFE, CYNTHIA \ ANN OTTAWAY \ 4.4949 ACRE TRACT \ 1237/295 \ N/F �Q0 BRADLEY A. GOODWIN, JAMES CHRIS JEANIS AND �t9+ WIFE, CINDY JEANIS 7.9888 ACRE TRACT 2931/191 CURVE TABLE CURVE LENGTH I RADIUS I DELTA ITANGENT1 CHORD ICHORD BEARING C1 669.05' 1 904.93' 42'21'41" 350.65' 1 653.92' 1 S68'49'52"E 10' ELECTRICAL EASEMENT PART #2 1935/279 a 60' ELECTRICAL EASEMENT 208/461 200 100 0 200 SCALE IN FEET LPROPOSED DRIVEWAY / FOR PRIVATE ALLEY / 16' P.U.E. EXISTING POND STREET RIGHT-OF-WAY \ \ �• ` / 4.51 ACRES 20' P.U.E. P L4 COAUdERCL4 L O O \ _ / / 8 LOTS \ / / 11.50 ACRES 10' ELECTRICAL EASEMENT t \ d / = y v. / PART #1 1935/279 Fac f..rt '.. i��a / \ COl UKERCL4,L �\ / / / / /COMMERCIAL 4 \ \ 6 LOTS \ .� \ \ / / 2 LOTS \ \ 18.58 ACRES ,�, \ \ / / 3.72 ACRES 5 Q� 15' TELEPHONE Ae EASEMENT Opo 16' P.U.E. / \ \1137/604 v V 00 _ , \ 20' P.U.E. \ 16' P.U.E. l 0 O V #103 NOTES: 1. OWNERSHIP OF THIS TRACT IS FOUND IN VOL. 7081, PG. 233, AND VOL. 7020, PG. 244, OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. THE CURRENT OWNER IS 60—JONES ASSOCIATES, LTD, 526 UNIVERSITY DRIVE EAST, SUITE 101-8, COLLEGE STATION, TEXAS, 77840. 2. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 3. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.MA. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 48041C181—C, EFFECTIVE DATE: JULY 2, 1992. 4. THE PROPOSED STREET ALIGNMENTS SHOWN ON THIS PLAN ARE IN THEIR APPROXIMATE LOCATION AND THE ACTUAL ALIGNMENTS WILL BE DETERMINED DURING THE PLATTING PROCESS. 5. 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 MUST ACCESS THE INTERNAL STREET SYSTEM. 6. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL STREET STANDARDS PER BRAZOS COUNTY REQUIREMENTS. 7. CURRENTLY, THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE BRUSHY WATER SUPPLY. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS. THESE WATERUNES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 8. 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 REQUIREMENTS OF THE BRAZOS COUNTY HEALTH DEPARTMENT. 9. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). 10. THIS DEVELOPMENT IS WITHIN EXTRA—TERRITORIAL JURISDICTION (ETJ) OF THE CITY OF COLLEGE STATION. LEGEND- PROPERTY EGEND LINE TABLE LINE LENGTH BEARING L1 415.67' N44'43'07"W L2 139.10' S42'50'02"W L3 125.56' S43'16'54"W L4 263.23' S44 52'55"W L5 126.40' N43'44'23"E L6 292.47' N62'54'01 "E L7 486.30' N81'02'30"E LS 47.38' N8959'18"E L9 397.15' N4411'15"E 10' ELECTRICAL EASEMENT PART #2 1935/279 a 60' ELECTRICAL EASEMENT 208/461 200 100 0 200 SCALE IN FEET LPROPOSED DRIVEWAY / FOR PRIVATE ALLEY / 16' P.U.E. EXISTING POND STREET RIGHT-OF-WAY \ \ �• ` / 4.51 ACRES 20' P.U.E. P L4 COAUdERCL4 L O O \ _ / / 8 LOTS \ / / 11.50 ACRES 10' ELECTRICAL EASEMENT t \ d / = y v. / PART #1 1935/279 Fac f..rt '.. i��a / \ COl UKERCL4,L �\ / / / / /COMMERCIAL 4 \ \ 6 LOTS \ .� \ \ / / 2 LOTS \ \ 18.58 ACRES ,�, \ \ / / 3.72 ACRES 5 Q� 15' TELEPHONE Ae EASEMENT Opo 16' P.U.E. / \ \1137/604 v V 00 _ , \ 20' P.U.E. \ 16' P.U.E. l 0 O V #103 NOTES: 1. OWNERSHIP OF THIS TRACT IS FOUND IN VOL. 7081, PG. 233, AND VOL. 7020, PG. 244, OF THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, TEXAS. THE CURRENT OWNER IS 60—JONES ASSOCIATES, LTD, 526 UNIVERSITY DRIVE EAST, SUITE 101-8, COLLEGE STATION, TEXAS, 77840. 2. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 3. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.MA. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NO. 48041C181—C, EFFECTIVE DATE: JULY 2, 1992. 4. THE PROPOSED STREET ALIGNMENTS SHOWN ON THIS PLAN ARE IN THEIR APPROXIMATE LOCATION AND THE ACTUAL ALIGNMENTS WILL BE DETERMINED DURING THE PLATTING PROCESS. 5. 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 MUST ACCESS THE INTERNAL STREET SYSTEM. 6. THE STREETS FOR THIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL STREET STANDARDS PER BRAZOS COUNTY REQUIREMENTS. 7. CURRENTLY, THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE BRUSHY WATER SUPPLY. THE WATERLINES WILL BE DESIGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDARDS. THESE WATERUNES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECTION REQUIREMENTS. 8. 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 REQUIREMENTS OF THE BRAZOS COUNTY HEALTH DEPARTMENT. 9. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). 10. THIS DEVELOPMENT IS WITHIN EXTRA—TERRITORIAL JURISDICTION (ETJ) OF THE CITY OF COLLEGE STATION. LEGEND- PROPERTY EGEND VICINITY MAP CITY OF BRYAN BRAZOS ^\ COF COUNTY LG �� COLLL EGE STATION PROJECT LOCATION Nor TO SQUE ... W`1071 Po" LAN Ire ei Ilk, Fift-W—Now Ilk 1 , 1111i'll", lwi''11111�1 M I I L • J.H. JONES SURVEY, A-26 BRAZOS COUNTY, TEXAS SCALE: 1 "=200' OWNER/DEVELOPER: 60—Jones, LLC dba Aggieland Business Park 526 University Drive East, Ste. 101—B College Station, Texas 77840 (979) 764-6000 SURVEYOR: Brad Kerr, RPLS No. 4502 Kerr Surveying, LLC P.O. Box 269 College Station, Texas 77841 (979) 268-3195 JANUARY, 2006 REVISED FEBRUARY, 2006 ENGINEER: E X Q �ON General Contractors Ginger L. Urso, P.E. 1707 Graham Road College Station, Texas 77845 (979) 764-7743 x/ _ PROPERTY BOUNDARY EXISTING EASEMENT UNE O PROPERTY CORNER RIGHT-OF-WAY UNE ................ .... OLD PROPERTY BOUNDARY PHASE LINE --- ----- EXISTING OVERHEAD ELECTRICAL LINE - T — T — T — T - EXISTING UNDERGROUND CABLE LINE W_6 EXISTING 6" WATERUNE W-8 EXISTING 8" WATERLINE -n- EXISTING STORM CULVERT -0. STORM RUNOFF FLOW DIRECTION VICINITY MAP CITY OF BRYAN BRAZOS ^\ COF COUNTY LG �� COLLL EGE STATION PROJECT LOCATION Nor TO SQUE ... W`1071 Po" LAN Ire ei Ilk, Fift-W—Now Ilk 1 , 1111i'll", lwi''11111�1 M I I L • J.H. JONES SURVEY, A-26 BRAZOS COUNTY, TEXAS SCALE: 1 "=200' OWNER/DEVELOPER: 60—Jones, LLC dba Aggieland Business Park 526 University Drive East, Ste. 101—B College Station, Texas 77840 (979) 764-6000 SURVEYOR: Brad Kerr, RPLS No. 4502 Kerr Surveying, LLC P.O. Box 269 College Station, Texas 77841 (979) 268-3195 JANUARY, 2006 REVISED FEBRUARY, 2006 ENGINEER: E X Q �ON General Contractors Ginger L. Urso, P.E. 1707 Graham Road College Station, Texas 77845 (979) 764-7743 x/ _