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HomeMy WebLinkAboutDrawings> t' FH 18" PIPE _ - iU KUW - LU ti h'VMI E r E- il-�� �7'�- E'er-_-_�E 3 1 lee ------------I . -----•I-�----- --__ _ Z�fr_60--- - -----720'P. 0 --- _ Ct BUILDING z I 1 20' I i 8" ATERLINE 1 T T PHSETBACK LINE , _' I , i P. U. E. ! 70' .E. 10 EL CTRICAL T D DRIVEWAYI ! I ! I I 0 70' EA EMENT " ' I , I I 0 1 a Irk 1 1 FOR PRI ALLEY 11 2 B D G 24' lr� 1.148 A O W RT 1 193 279 4 i' I I � l � IN , I I SETB� K LINE T T 1� I' =a lao 7 2 I I! 1 `r `71 CK i ( 25' ILDING 1' Ir 1.148 AC. i 20 J.E. I C', I I I I 1 N SETBA C I I a,l I I . LINE ala LICK I ' -I-> > I �I T T I ,�I l I a 47 38 02 W- .y ' , a - BL CK S i y! I i ° ------------- ��1 L___ N47.39 - 27 - I C4 I 3.36j5 AC. fo ' I-- __----_- _ _- -I I----= - - _ - o I 1.83 AC. I x , 1 CA a - I I �f 1�- o I I 0 �� I so'x4o' AccEss 8.833 AC. I �� 1 �o U 1 EASEMENT 1 31 60'x40' ACCESS .; ( 1 E xEMENTCCESS ` I EASEMENT O; I aI , 000 Io t I .3zj w I o j T T£ j"? I I m I �N471 9'02"W- 6_96' _ - I I r ug j I j j � � I I� 1 1 16' P.U. 13 � -- I I of iW I 1.151 AC. 11t o 00 .i -- - --, ,� i i I, 1.151 AC. I 1�' , I i . 15 TELEPHON I ' r�'Q P.U. i i 60 i I - I-1 i M a EASEMENT L' 1 'r' 'n 1 N 16' P.U.E. �_---- - W_--- _ - L----------_--_-- t N ELECTRICAL 1 I ® _ _ N4T39'02'W-275 00' 1 , !'\ I e , 1 EASEMENT I z • @ _ - d` I 25 1137/604 I , r '`,, 208/461 1 0 1 16' P.U.E. `�� � � W � o{ BUILDING 20' k Q 5, 1 S 47°39`0 I' 342.2_1, SII "PROPOSED I c'di SETBACK P.U.E. ,T • . l 1 L 8 WATERLINE O LINE 5 A I z I � , 1 4.71S 162.50' t 1 rnl 10 I � � 1. $5 AC. �• ' 1 ' - I 7 �, TIS,'? BLOCK 3 m N 1 1€' - 0 = N v I 50 BU DING \tom F I I l ��' N i - i o IEli(I Iw I = d. SETBACK iNE i 1.151 AC. 01 '- i I 1 ( I 01 a l z I 60'x40 ACCESS �`.:. - I i- N . - - 1.15 AC. - �:_ EASE T. - -- / a o , N) '�/ 15 P.U.E. �( I I N `,L I ° _ 47 39 02 W_275.00 B47 -39'02'V -27I PR POSED , o A �., I � ---- I---- . Nb i 'r p� .$ ( I d ( I d Lcs7 ,- - _ - _ - - - - - - - - --I T - ( 6" WATERLINE /�/i�--------- --- ISI - - __ ___ 4 , `.� -\ 1 I oo I �p 1 I I G o n ,�, C a_ 36" nI I n d I 60'x40' ACCESS I_ I S 8 04 E 42. /_ - • p I of (o I EASEMENT I } L ( 70 24 aSry Dri e PIPE d3p. ( N N 1 60 x40 ACCESS , I m r 9 NI I N EASEMENT 1 z I mo- AC�OI1 I I IM S 48008'04',' E _� .91' r , I Z Z r- 26 6'{', 1 L 1 1 ITS 1 1-1� 1 ---- ------ _ T• 3 ,, I..� 1 51 AC. i r h5 ( �� - g / \ 725 AC. /' /' - ` I { 1 1 I I AC.P I ( 16 P.U.E. r,/ / \% I I . L _ 4 0x40 ACCESS 25'I I _N4_ 39 02 W_275.00 _ _ J (_ _ _ N47`39 02 W-275_00 I I q,`L% / 3.477 AC 1 1 I - _ _ _ _ - - -� m , 25' E MENT , j BUILDING /'S/ \ �N ; 4. I I i ------------ I�1 - - 1_3 SETBAC -// �� �, 1 20 I I r -' '-------�-_- ------ 1 BUILDING BL K LINE '`L� / / � i I • 8 I I1; 25 BUILDING 1 ; , SETBACK ` � i 1 ��, SETBACK LINE ''] I , 4 ,41 �/ �,� ? 1{ I i B L C I S I 1 i / T ' �% `t i ACCESS I t i LINE 0 1.527 AC. loo,BLOCK 6 \' I I EASEMEATl VOL . 1 I ' I IaMo. 14 / o� . AC SS 20' . �..� I t / o% EASE T P.U.E. i ! / • / i 30 I I (N 1.078 AC. Z'7' �.� 1 1 I P. U. E. k _ _ � , � I < I I 1.219 AC. I -� 1°' � - - N413�o$'o4"w_ 0,x•2"! ' ' � _ ' �` _ _ 60 x40 ACCESS / - - _ - _-_ I i 8„ WATERLINE f� ` 1..343 AC, '`.'��` I ---� 1 1 EASEMENT / /-. J------------- ---, , ACCESS 50' PRIVATE o� ST _ _ _ _ �� 71 _ _ � L__11:4____,-� G 50 BUILDING'' I �I EASEMEN L i (0, ------------------------- - / ' ' W 4! - W-8 �"0ACK LINE \ u SEM i� /� 7 3a„ ® S 48°0$' " I. 1r Imperial Loop / 6 I w PIPE - -_- - ^ -_- - _ _ - - - -_- - �i 30' R S 8°08'04" E - 375.96' -� �3� ( 1.765 AC. Jul 12_� N 2 4 W-520.3 S EN �� N a-- -I r-- -� IJ 1 30 P.U.E. 20' P.U.E. 20' 2 P.U.E. 0, ©I G,.� i _ I _ _ P.U.E. I I � I I 60'x40' I 20 _ P.U.E. i it i 1 TAI 25 UILDING �I _ACCESS -I I - -- 1 i I SET ACK LINE i 1 P. 1 ; t= M i I O I i �tl l :I I BLOCK 1' N44 4310-%-415-67'S rT I_ �► I I m, , I W a, 2.2 9 ;1 01 I 4. 17 C. I I f� I I I I i'i i 5 k54 2 1.2471AC.: r II I i 1.245 AC. I' 11 I �I I �I 1 I u00i1 1, - -_ - N 722'4 'W _95'_ 2' - - - -_- -_-*- I•� I a I I of I 1.24 C. i I _f- ------ ---- 306.77 N; I oil 'x40' CCESS , / 1 / ;' I { , I III 1 N N/F �. ASEMENTr , I:I P.U.E. --3 BETTY LYNN TRCALEK SUEHS I % I� I f _ _ - 1 - J (_ - - CAROL ANN TRCALEK PETTY _ _ _ _ _ SUSAN DENISE TRCALEK ' ( -' SKRABANEK `0 i � 1.71 A M/ / �' ; `' j � 1 � - �� � 3.20 � 70.52T � L_ 163.0 DONNA RUTH TRCALEK JO ; ' N 6 3' 11 '� V V ^,o1.328 ACRE TRACT NES ; 1 i 9. 9Q 4818/285 (320/543) j EASEMENT f / / C NiARE 1 � - _ i - �° - i LENGTH -TURNAROUN DELTA O I r I C1 COL 904.93' L4�4 350.65' 653.92' N6&49'52"W C2 39.27' ' STATION 90'00'00" 4 40"W 2 / 7.14` / / i I I I I FRANK FIELD AND WIFE, BETTY J FIELDS ONUMENT 11.33' _- - - / -/ ' 20' I I ! ' 4 5RE T CT 2/15 714.16' 99.76' L O08" N/F THOM MOOR 2.15 ACRE T CT 01 100 /64 (395 99) 1.8A6 ACRE TRACT 11 6/5 .s' 00 50 0 100 "N, SCALE IN FEET IIQ NOTES: - 1. THE M i NERS LOT 7, BLOCK 4 OF PHASE 4 ARE CHRISTOPHER R. & MARGARET K. DAILEY, FOUND IN VOL. 8262, PG. 58. T -IE OWNER OF LOT 8, BLOCK 4 OF PHASE 4 IS BETA THETA PI COWBOYS, INC, FOUND IN VOL. 00, PG.61. ( OWNER OF THE REMAINING PORTIONS OF THIS TRACT IS 60 -JONES ASSOCIATES, LTD, 6161 IMF RIAL LOOP, SUITE 101, COLLEGE STATION, TEXAS, 77845, FOUND IN VOL. 7081, PG. 233, AND VOL. 7020, P 244. ALL VOLUME/PAGE INFORMATION IS FROM THE OFFICIAL DEED RECORDS OF BRAZOS COU TEXAS.) 2. BEAR�f SYSTE SH WN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. j 3. NO F 0 ION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANj2 RATE MAPS FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NOS. 48041C181 -C AND 48041C203 -C,: EFFECTIVE DATE: JULY 2, 1992. I 4. FOR al ASES 1, 2, 3B & 3C, NO DRIVEWAY ACCESS TO JONES ROAD OR FM 60 WILL BE PERMITTED, WITH THE EXC E TION 0 THE PROPOSED DRIVEWAY FOR THE PRIVATE ALLEY TO JONES ROAD. OTHERWISE, ALL LOT IN PHAS ---11 1, 2, 2 3 & '3C MUST ACCESS THE INTERNAL STREET SYSTEM. PHASE 3A WILL BE ALLOWED DRIVEWAY kCCESS TO JONES ROAD. 5. THE S1 ZEETS F!IR TIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL STREET STANDARDS PER BRAZOS C UNTY R QUIREMENTS. FIRE FLOW TO BE IN ACCORDANCE WITH DEED RESTRICTIONS. 6. CURR LY, THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE BRUSHY WATER SUPPLY. THE WATERU WILL E DE6IGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDAR . THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECT 0 1 REQUIREMENTS IN ACCORDANCE WITH DEED RESTRICTIONS. 7. ALL OF THE CO� MERMAL LOTS IN THE AGGIELAND BUSINESS PARK WILL BE AT LEAST 1 ACRE IN SIZE AND WILL HATE AN QN- ,ITE SEWAGE DISPOSAL SYSTEM (PRIVATE SEPTIC SYSTEMS) DESIGNED TO MEET ALL REQUIRE E 4TS OFI 'HE BRAZOS COUNTY HEALTH DEPARTMENT. NO PRIVATE SEWAGE FACILITY MAY BE INSTALLE ON AN M L T IN THIS SUBDIVISION WITHOUT THE ISSUANCE OF A LICENSE BY THE BRAZOS COUNTY HEALTH 8. ELECT R SERVICE FiR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). 9. THIS A &LOPMENTTIS WITHIN EXTRA -TERRITORIAL JURISDICTION (ETJ) OF THE CITY OF COLLEGE STATION. 10. THE P IVATE DRAJAINA3E EASEMENTS AND PRIVATE ACCESS EASEMENTS ARE PRIVATELY OWNED AND WILL BE PRIVATELY( INTAIN D. RAZOS COUNTY IS NOT RESPONSIBLE FOR MAINTAINING THE PRIVATE DRAINAGE EASEMENT 11. THEE SHALL A ' WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT: ORT OVERH LITY NES.'' SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY M r EASEMENT. 12. PHASE NUMBE SHOWN ON THIS PRELIMINARY A PLAT ARE FOR DESIGNATION OF THE DIFFERENT DEVELOPMAREAIZ ONLY, AND DO NOT DEFINE THE ORDER IN WHICH THE PHASES MAY DEVELOP. LEGEND 29; LINE TABLE CURVE TABLE LENGTH BEARING CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 669.05' 904.93' 42'21'41" 350.65' 653.92' N6&49'52"W C2 39.27' 25.00' 90'00'00" 25.00' 35.36' NO2'39'02"W C3 21.28' 25.00' 48'45'46" 11.33' 20.64' N66'43'51 "E C4 164.07' 50.00' 188.00'35" 714.16' 99.76' S02'53'33"E C5 21.28' 25.00' 48'45'46" 11.33' 20.64' N7T30'57"W C6 367.15' 235.00' 89'30'57" 233.02' 330.93' N8706'27"E C7 39.06' 1 25.00' 89'30'57" 24.79' 35.21' S87'06'27"W C8 39.27' 1 25.00' 90'00'00" 25.00' 35.36' NOT08'04"W C9 39.27' 25.00' 90'00'00" 25.00' 35.36' S8720'58"W C10 55.27' 35.00' 90'29'03" 35.30' 49.71' S075S33"E C11 257.79' 165.00' 89'30'57" 163.61' 232.36' N8706'270E C12 39.27' 25.00' 90'00'00" 25.00' 35.36' NOT39'02"W C13 39.27' 25.00' 90'00'00" 25.00' 35.36' S8720'58"W C14 39.48' 25.00' 90'29'03" 25.21' 35.50' S02'53'33"E C15 39.27' 25.00' 90'00'00" 25.00' 35.36' N86'51'56"E C16 38.44 25.00 88'05. 53" 24.18 34.76, N0336 05"W C17 135.22' 235.00' 32'58'06" 69.54' 133.36' S2357'48"W C18 23.55' 25.00' 53'58'05" 12.73' 22.69' N34'27'48"E C19 281.20' 60.00' 68'31'42 61.56' 85.94' S7249'01"E C20 15.08' 25.00' 34'33'37" 7.78' 14.85' S09'48'03"E C21 90.24' 165.00' 31'20' 12" 46.28' 89.12' S23'08'51 "W C22 40.81' 25.00' 9332'01" 26.59' 36.43' S85'34'58"W C23 23.77' 25.00' 54'28'20" 12.87' 22.88' N15'06'48"E C24 235.25' 335.00' 40' 14'10" 122.71' 230.45' S22' 13'54"W C25 17.49' 25.00' 40'04'58" 9.12' 17.13' 1 N22 -09'18"E C26 22.65' 25.00' 51'54'00" 12.17' 21.88' 1 S21'27'54"E C27 39.27' 25.00' 90'00'00" 25.00' 35.36' 1 NO2-39'02"W C28 282.34' 60.00' 69'36'41 60.41' 85.14' N8723'26"E C29 38.84' 25.00' 89'01'03" 24.57' 35.05' SOT09'33"E C30 143.02' 235.00' 34'52'13" 73.80' 140.82' N24'54'52"E C31 222.09' 235.00' 54 08'50" 120.12' 213.91' N19'35'40"W C32 23.77' 25.00' 54'28'20" 12.87' 22:88' S20'24'52"E C33 208.33' 60.00' 198'56'39" 359.62' 118.36' S8720'58"W C34 39.27' 25.00' 90'00'00" 25.00' 35.36' S8720'58"W C35 158.76' 165.00' 55'07'47" 86.13' 152.71' N20'05'08"W C36 100.42' 165.00' 34'52'13" 51.82' 98.88' N24'54'52"E C37 39.27' 25.00' 90'00'00" 25.00' 35.36 N8r20'58"E C38 175.13' 265.00' 3751'52" 90.90' 171.96' S2325'02"W C39 39.27' 25.00' 90'00'00" 25.00' 35.36' S8720'58"W NOTES: - 1. THE M i NERS LOT 7, BLOCK 4 OF PHASE 4 ARE CHRISTOPHER R. & MARGARET K. DAILEY, FOUND IN VOL. 8262, PG. 58. T -IE OWNER OF LOT 8, BLOCK 4 OF PHASE 4 IS BETA THETA PI COWBOYS, INC, FOUND IN VOL. 00, PG.61. ( OWNER OF THE REMAINING PORTIONS OF THIS TRACT IS 60 -JONES ASSOCIATES, LTD, 6161 IMF RIAL LOOP, SUITE 101, COLLEGE STATION, TEXAS, 77845, FOUND IN VOL. 7081, PG. 233, AND VOL. 7020, P 244. ALL VOLUME/PAGE INFORMATION IS FROM THE OFFICIAL DEED RECORDS OF BRAZOS COU TEXAS.) 2. BEAR�f SYSTE SH WN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. j 3. NO F 0 ION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANj2 RATE MAPS FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NOS. 48041C181 -C AND 48041C203 -C,: EFFECTIVE DATE: JULY 2, 1992. I 4. FOR al ASES 1, 2, 3B & 3C, NO DRIVEWAY ACCESS TO JONES ROAD OR FM 60 WILL BE PERMITTED, WITH THE EXC E TION 0 THE PROPOSED DRIVEWAY FOR THE PRIVATE ALLEY TO JONES ROAD. OTHERWISE, ALL LOT IN PHAS ---11 1, 2, 2 3 & '3C MUST ACCESS THE INTERNAL STREET SYSTEM. PHASE 3A WILL BE ALLOWED DRIVEWAY kCCESS TO JONES ROAD. 5. THE S1 ZEETS F!IR TIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL STREET STANDARDS PER BRAZOS C UNTY R QUIREMENTS. FIRE FLOW TO BE IN ACCORDANCE WITH DEED RESTRICTIONS. 6. CURR LY, THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE BRUSHY WATER SUPPLY. THE WATERU WILL E DE6IGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDAR . THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECT 0 1 REQUIREMENTS IN ACCORDANCE WITH DEED RESTRICTIONS. 7. ALL OF THE CO� MERMAL LOTS IN THE AGGIELAND BUSINESS PARK WILL BE AT LEAST 1 ACRE IN SIZE AND WILL HATE AN QN- ,ITE SEWAGE DISPOSAL SYSTEM (PRIVATE SEPTIC SYSTEMS) DESIGNED TO MEET ALL REQUIRE E 4TS OFI 'HE BRAZOS COUNTY HEALTH DEPARTMENT. NO PRIVATE SEWAGE FACILITY MAY BE INSTALLE ON AN M L T IN THIS SUBDIVISION WITHOUT THE ISSUANCE OF A LICENSE BY THE BRAZOS COUNTY HEALTH 8. ELECT R SERVICE FiR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). 9. THIS A &LOPMENTTIS WITHIN EXTRA -TERRITORIAL JURISDICTION (ETJ) OF THE CITY OF COLLEGE STATION. 10. THE P IVATE DRAJAINA3E EASEMENTS AND PRIVATE ACCESS EASEMENTS ARE PRIVATELY OWNED AND WILL BE PRIVATELY( INTAIN D. RAZOS COUNTY IS NOT RESPONSIBLE FOR MAINTAINING THE PRIVATE DRAINAGE EASEMENT 11. THEE SHALL A ' WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT: ORT OVERH LITY NES.'' SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY M r EASEMENT. 12. PHASE NUMBE SHOWN ON THIS PRELIMINARY A PLAT ARE FOR DESIGNATION OF THE DIFFERENT DEVELOPMAREAIZ ONLY, AND DO NOT DEFINE THE ORDER IN WHICH THE PHASES MAY DEVELOP. LEGEND 29; LINE TABLE LINE LENGTH BEARING L1 139.10' S42'50'02"W L2 125.56' S43'1 6'54"W L3 263.23' S44'52'55"W L4 126.40' N4344'23"E L5 47.38' N89'59'18"E L6 94.04' N4T20'58"E L7 89.17' N42750'02"E L8 1 138.67' 1 N0728'45"E L9 118.15' S0728'45"W L11 104.30' S25'01'37"E NOTES: - 1. THE M i NERS LOT 7, BLOCK 4 OF PHASE 4 ARE CHRISTOPHER R. & MARGARET K. DAILEY, FOUND IN VOL. 8262, PG. 58. T -IE OWNER OF LOT 8, BLOCK 4 OF PHASE 4 IS BETA THETA PI COWBOYS, INC, FOUND IN VOL. 00, PG.61. ( OWNER OF THE REMAINING PORTIONS OF THIS TRACT IS 60 -JONES ASSOCIATES, LTD, 6161 IMF RIAL LOOP, SUITE 101, COLLEGE STATION, TEXAS, 77845, FOUND IN VOL. 7081, PG. 233, AND VOL. 7020, P 244. ALL VOLUME/PAGE INFORMATION IS FROM THE OFFICIAL DEED RECORDS OF BRAZOS COU TEXAS.) 2. BEAR�f SYSTE SH WN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. j 3. NO F 0 ION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANj2 RATE MAPS FOR BRAZOS COUNTY AND INCORPORATED AREAS, MAP NOS. 48041C181 -C AND 48041C203 -C,: EFFECTIVE DATE: JULY 2, 1992. I 4. FOR al ASES 1, 2, 3B & 3C, NO DRIVEWAY ACCESS TO JONES ROAD OR FM 60 WILL BE PERMITTED, WITH THE EXC E TION 0 THE PROPOSED DRIVEWAY FOR THE PRIVATE ALLEY TO JONES ROAD. OTHERWISE, ALL LOT IN PHAS ---11 1, 2, 2 3 & '3C MUST ACCESS THE INTERNAL STREET SYSTEM. PHASE 3A WILL BE ALLOWED DRIVEWAY kCCESS TO JONES ROAD. 5. THE S1 ZEETS F!IR TIS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL STREET STANDARDS PER BRAZOS C UNTY R QUIREMENTS. FIRE FLOW TO BE IN ACCORDANCE WITH DEED RESTRICTIONS. 6. CURR LY, THE WATER SUPPLIER FOR THIS DEVELOPMENT IS THE BRUSHY WATER SUPPLY. THE WATERU WILL E DE6IGNED AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND STANDAR . THESE WATERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS TO MEET FIRE PROTECT 0 1 REQUIREMENTS IN ACCORDANCE WITH DEED RESTRICTIONS. 7. ALL OF THE CO� MERMAL LOTS IN THE AGGIELAND BUSINESS PARK WILL BE AT LEAST 1 ACRE IN SIZE AND WILL HATE AN QN- ,ITE SEWAGE DISPOSAL SYSTEM (PRIVATE SEPTIC SYSTEMS) DESIGNED TO MEET ALL REQUIRE E 4TS OFI 'HE BRAZOS COUNTY HEALTH DEPARTMENT. NO PRIVATE SEWAGE FACILITY MAY BE INSTALLE ON AN M L T IN THIS SUBDIVISION WITHOUT THE ISSUANCE OF A LICENSE BY THE BRAZOS COUNTY HEALTH 8. ELECT R SERVICE FiR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). 9. THIS A &LOPMENTTIS WITHIN EXTRA -TERRITORIAL JURISDICTION (ETJ) OF THE CITY OF COLLEGE STATION. 10. THE P IVATE DRAJAINA3E EASEMENTS AND PRIVATE ACCESS EASEMENTS ARE PRIVATELY OWNED AND WILL BE PRIVATELY( INTAIN D. RAZOS COUNTY IS NOT RESPONSIBLE FOR MAINTAINING THE PRIVATE DRAINAGE EASEMENT 11. THEE SHALL A ' WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT: ORT OVERH LITY NES.'' SAID EASEMENTS WILL EXTEND 20' BEYOND ANY UTILITY M r EASEMENT. 12. PHASE NUMBE SHOWN ON THIS PRELIMINARY A PLAT ARE FOR DESIGNATION OF THE DIFFERENT DEVELOPMAREAIZ ONLY, AND DO NOT DEFINE THE ORDER IN WHICH THE PHASES MAY DEVELOP. LEGEND 29; EXISTING CONTOUR - MAJOR EXISTING CONTOUR - MINOR PROPERTY BOUNDARY EXISTING EASEMENT LINE - - - -- - - - - - - - PROPOSED PUBLIC UTILITY EASEMENT © PROPERTY CORNER RIGHT-OF-WAY LINE OLD PROPERTY BOUNDARY BUILDING SETBACK LINE COLLEGE STATION ETJ LINE 10 0,205 ME ENE51 E 0 PHASE LINE r EXISTING OVERHEAD ELECTRICAL LINE -T -T -T -T -T -T -T -T -T -T- EXISTING UNDERGROUND CABLE LINE W-6 EXISTING 6" WATERLINE W -B EXISTING 8" WATERLINE - ST - PROPOSED STORM CULVERT STORM RUNOFF FLOW DIRECTION FIRE HYDRANT 1TILei 101111VA eine CITY OF. RYAN BRAZOS CITY OF COUNTY COLLEGE STATION PROJECT LOCATION NOT TO SCALE PIR11 LIMINARY PLAT NJ C11 REVISED PHAS E10T SUMMARY PRELIMINARY PHASE 1 -19.114 ACRES ,I I �I BLOCK 1, LOTS 1A, 1 B & 2 BLOCK 3, LOTS 15 THRU 19 P -LAT PHASE 2 - 19.194 ACRES P GIELAND BUSINESS PARK BLOCK 1, LOTS 3 THRU 7 I , BLOCK 2, LOTS 8 THRU 9 117.48 ACRES BLOCK 3, LOTS To THRU 14 50 LOTS, 9.692 ACRES OF RIGHT-OF-WAY PHASE 3A - 8.833 ACRES S E & EXCEPT PHASE 1 (19.114 AC . ) BLOCK 5, LOT 20 & PHASE 4 20.121 AC.) PHASE 313 - 26.668 ACRES J.H. JONES SURVEY, A-26 BLOCK 6, LOTS 23 THRU 29 BRAZOS COUNTY, TEXAS BLOCK 7, LOTS 30 THRU 35 SCALE: 1"=100' MARCH, 2006 (REVISED) APRIL, 2007 (REV. 2) PHASE 3C - 23.546 ACRES REVISED MAY, 2007 REVISED AUGUST, 2007 BLOCK 7, LOTS 36 THRU 49 OWNER j/DEVELOPER' REVISED SEPTEMBER, 2007 ' 60-Joes, LLC REVISED JUNE, 2009 ' PHASE 4 - 20.121 ACRES dba A991e,and Business Park ENGINEER: BLOCK 4, LOTS 7 THRU 8 i' 6161 Imperial Loop, Suite 5 * Gm ]"moPmmT', �* Colla Station, Texas 77845 W .Ll� (979 571--4341 CML ENGINEERING & DESIGN -BUILD SERVICES '' Ginger L. Urso, P.E. SUI /E OR: 2033 Harvey Mitchell Parkway South Brad Kerr, RPLS No. 4502 College Station, Texas 77840 Kerr Surve' ing, LLC Pb. Box 269 P.O. Box 11929, College Station,. Texas 77842 Colle Station, Texas 77841 (979) 764-7743 Fax: (979) 764-7759 (979� 2s8' -x195 SHEET 1 OF 2 I qVIM. NOTES: 1. THE OANERS OF, LOT 7, BLOCK 4 OF PHASE 4 ARE CHRISTOPHER R. & MARGARET K. DAILEY, FOUND IN VOL. 82 IN VOL. .. PG. 58 8 00, PG.I THE �61. OWNER OF LOT 8, BLOCK 4 OF PHASE 4 IS BETA THETA PI COWBOYS, INC, FOUN I OWNER OF THE REMAINING PORTIONS OF THIS TRACT IS 60 -JONES ASSOCIATES, LTD, 6161 IM RIAL; LO! P, SUITE �LL 101, COLLEGE STATION, TEXAS, 77845, FOUND IN VOL 7081, PG. 233, AND VOL 7020, P 244'. OLUME/PAGE INFORMATION IS FROM THE OFFICIAL DEED RECORDS OF BRAZOS COUNTY, 10' ELECTRICAL TEXAS.) EASEMENT Q 2 2. BEAR IN SYSTE SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. _ - 1935 2 / 3. NO PO ION 0 THISTRACT IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD FOR INSURANC RATE S BRAZOS COUNTY AND INCORPORATED AREAS, MAP NOS. 480410181-C AND _ r" 70' ROW - 20' SPH PVMT - - - - - FH 48041 C -C, EF CT (E DATE: JULY 2, 1992. I1 4. FOR P ES 1, 2, B & 3C, NO DRIVEWAY ACCESS TO JONES ROAD OR FM 60 WILL BE PERMITTED, WITH 3 3 3 E--_-__ �t _ _ _�_ - - THE EX IN PHAS� TION Off 1, 2, 3 THE & PROPOSED DRIVEWAY FOR THE PRIVATE ALLEY TO JONES ROAD. OTHERWISE, ALL LOT 3C MUST ACCESS THE INTERNAL STREET SYSTEM. PHASE 3A WILL BE ALLOWED ' �`wry -� _, JONES ROAD. -71B 0. 0 L�4 ;- - - - - _ - _ - DRIVEWAY 5. THE CCESS EETS F j(0 QR T i IS DEVELOPMENT WILL BE CONSTRUCTED TO THE RURAL STREET STANDARDS PER 1�. `,1 BRAZOS UNTY R QUI EMENTS. FIRE FLOW TO BE IN ACCORDANCE WITH DEED RESTRICTIONS. .U.E. 70' I 25' \ I 5' X 30' EXTENSION I in I ,BUI Oof ING `\, S 6. CURIjE WATERLIN LY,' THE WILL 9� WA DSIGNED W ER SUPPLIER FOR THIS DEVELOPMENT IS THE BRUSHY WATER SUPPLY. THE AND CONSTRUCTED TO CITY OF COLLEGE STATION SPECIFICATIONS AND TERLINES WILL PROVIDE THE REQUIRED FLOW TO FIRE HYDRANTS . I. \:bPH STANDAfjD . THESE TO MEET FIRE N/F, JEFFERSON AND OF 10 EASEMENT 1I a.I Mr� i I 1 M� 1 124' CK ( I N ' LI ``"FRED `�`\ PROTECTI 7. ALL REQUI; O THE• COIMME EME TS IN ACCORDANCE WITH DEED RESTRICTIONS. CIAL LOTS IN THE AGGIELAND BUSINESS PARK WILL BE AT LEAST 1 ACRE IN SIZE AN WIFE, RUBY LEE JEFFERSON 5 ACRE TRACT I =1 WI I 1 47 M) , I Q ' I! t I ' `� \ LOCK 6 �� WILL HA REQUIRE AN ON NTS OF SITE �fHE SEWAGE DISPOSAL SYSTEM (PRIVATE SEPTIC SYSTEMS) DESIGNED TO MEET ALL BRAZOS COUNTY HEALTH DEPARTMENT. NO PRIVATE SEWAGE FACILITY MAY BE INSTALL11 356/659 I l - I 1 I I 48 Ld I 4J I W I T S SUBDIVISION THE , �i ,� , \ 0 I 1.797 AC. �1 1 I AC. �I I I 1.35 C. F� ' 00 ao � � 23 `� `� BLIJCK ON ANY DEPART T IN E WITHOUT ISSUANCE OF A LICENSE BY THE BRAZOS COUNTY HEALTH N/F FRED JEFFERSON AND /� .� WIFE, RUBY JEFFERSON , I \�0 �I I I " I \22, 01 1 I NI ( I � �✓ , O N I `N ��, �' 2.034 AC. 2 8. ELEC C S RVI CE FOR l THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). 12.76 ACRE TRACT , , I t. ( \ \ \��. z1 I i d I I 6 P.U.E. I o , 50 PRIVATE ''%.7Y`\`` �., _ _ __---�, 9. THIS D ELOPMENT IS WITHIN EXTRA -TERRITORIAL JURISDICTION (ETJ) OF THE CITY OF COLLEGE STATION. 135/159 I I I 1- , \ \\ �L i I I =+ \ . ACCESS I �f�.�, \\ \ 1 1 ZI I I III CULVERT N W N :t I ' s gid' d' 1 DRAINAGE - i ��,,, EASEMENT ��.. � 8.831=3 AC. 10. THE IVA7E R�AINa GE EASEMENTS AND PRIVATE ACCESS EASEMENTS ARE PRIVATELY OWNED AND WILL BE ♦ / I I I (( \ \ �9 EASEMENT I 60'x40' , I I \•6ACCESS \Q' iOj 46� EASEMENT I (n z I ,�'�j `L/ S' �f /f `.� . ` PRIVATELY EASEMENT MAINTAI . ED. BRAZOS COUNTY IS NOT RESPONSIBLE FOR MAINTAINING THE PRIVATE DRAINAGE `fi \\ \ \ 1 y ' `�S� L ; ,,� �` 11. THER SHALL E A ' 5 WIDE EASEMENT FOR ANCHORS AND GUY WIRES NECESSARY TO HELP SUPPORT I I M - �- - 102. 148.75 -' �9 _ _ 1 ' / �58� �i ` V� ``�` OVERHEAD UTILITY INE SAID EASEMENTS WILL EXTEND 20 BEYOND ANY UTILITY EASEMENT. / T I M \ I , 46 ° " ' 39 02 W 251.43 ST --j ' �/� s . �� \ / / 24 C3 `., �� `,, �� .� ',• 12. PHI DEVELOPM NUMBE NT AR S $ 0 QWN ON THIS PRELIMINARY PLAT ARE FOR DESIGNATION OF THE DIFFERENT LY, AND DO NOT DEFINE THE ORDER IN WHICH THE PHASES MAY DEVELOP. /' I i / 1.3 50 A 1 "1 ► �, Matrix Drive 24 �, 70� D� -� S 47°39'0 "F,,--365-,� __ - - - $ 4'� s�� 1.150 AC. C .9\ - + -+ - 3cS ' j,. sr •, �/ �`� �`Li ��`, -�+ ��� 64 � LEGEND - 294 EXISTING CONTOUR MAJOR EXISTING CONTOUR - MINOR •► �/ f / I I 25 BUILDING SETBACK LINE (ai �---- 1 - I I -60'x40' ACCESS r -_��� I .) I `'O �� �, 16 P.U.E. / `, .5\ 6 ' 5� �� �'` k Ste' �j' / `. j �` PROPERTY BOUNDARY ♦ �/ , t , I �1t L _ _ N4T39 02 W-275.00 _ �� _ ) -I-� EASEMENT - I L. I I `�,-- - - --\- -� __ �� / `• 9"R`` EXISTING EASEMENT LINE PROPOSED PUBLIC UTILITY EASEMENT 1 - - - - - - - - - - - ool I [t 6'� �NN- I BL'- (,- \ , 25 �•�� O PROPERTY CORNER RIGHT-OF-WAYLINE III U.E. I P.U.E. 1 I 3 7 w i 3 6 I I I j I N 00 I I \ 't9 \ ti1i i' ``, \ ` / , �• r' 60 x40' 1.275 AC. �5• OLD PROPERTY BOUNDARY 0.744 ACRE TRACT / i (I 10.062 AC. QUIT CLAIM DEED FROM f/ I I BRAZOS COUNTY TO I I L I /� � I "�' h _ 1.325 AC. III i 1 �- �, 1.324 AC. M ( I lin \ \ ACCES ��i' BLOCK 7 , , �' \ EASEM NT + ` $[ ms's \'�\ ��\ BUILDING SETBACK LINE COLLEGE STATION ETJ LINE _ I LUCY HUDETTS WALKER / -, �� (,�j' t 1,350 AC. I of NI I I � I I 3 5 �, O\ \ '' O 5/ / E I€ R u� E M PHASE LINE SIGNED AND DATED OCT. 8, 1, / ' ' $(v _ I N 16' P.U.E. NI I � d, i 121 0 O 1.512 AC. \\ �j ��/ ,/ � �i Z NOT FILED FOR RECORD • , ( , , 60'x40' ACCESS E. EAEM , ) I .r ( / \ p / / �- EXISTING OVERHEAD ELECTRICAL LINE -T-T-T-T-T-T-T-T-T-T- EXISTING UNDERGROUND CABLE LINE / uh I L I O - N47'39'02'W_-275_0 ' O O I I ,, \ �� 26 Y W-6 EXISTING 6 WATERLINE w-$ /. / ( / c� p �I---- _ _ _ _ - _ t - - _ _ _ _ _` a, s (' �_ t _ _ _185_52'_ L _ _ 185_00' - - .l_ - - W _ � - _ _ N47'39'02»W= 323_44' _ _ _ _ .725 AC ' ' z _ EXISTING 8" WATERLINE - Sr PROPOSED STORM CULVERT f / LOT ® I {�' �C. C14 _ _____ -----N47'39'02"W-370.52' _---- Iq`I ------------- -�,� �\ 25' �A.. \ BUILDING STORM RUNOFF FLOW DIRECTION FH 3* FIRE HYDRANT .059 WI I ' t zl I , LO I Lo I , Y, \� AccEss �L SETBAC / / , - I, CO d N I o0 4 I� ° O ,-I N I 38 I '; I T B ; 100 �, EASEMENT \ LINE ti 34 4 VICINITY MAP CrrYOF ,�. 1.35 C. �� d' N d- 1.350 AC. F i1� 1.356 AC. ��� M U 1 RYAN -w-B ______._--- f` ' I ___ f ! N N Cl) I "�{� I I O Z, T39=02"W_370.52' _____ _ _____��_-__ - _. I �' ' ` 1s' P.u. N47'39'02"W-401_26' 1 - - - - - - - - - - �° �% , BRAZOS CITY OF / / ACC<IEI'� A x.31 , I U , N47'39 02"W-275.00' _ J o - - _ _ _ _ _ -------- ---------- I _ _ F ------- I _-_ ------ - ----- COUNTY COLLEGE STATION t 4 I 3 -------------- � IiEASEMENT I 60'x40' ACCESS pI "� 1. _ n 1 c i LO �'� � ( 3 3 l - ( ACCESS �� , CA EASEMEN PROJECT �•• LOCATION ACRES i ' BLOCK 7 U 1.350 AC. I2 �I I� I 1.350 xorroscE ' , IN �rl� .60'x4EASEMENTACSS VOL. ,, �43 I� C43902"W401 ---S47'39' _"E_370.52' NIL N--------------------- P I1N I 1.3 C. ( - - Gr -s w=s = -ir- --- ---- - -----------_---- ' , 00 2 P.U.E.x�st ... I N/F , I I1 rn 70• t I , Irk 24, P.U.E. •4 I, I c� I u7 `� SETBACK j 32 70,E FRED JEFFERSON AND t I I i <- r�%, 20 " 1 5 IIr� LINE I ifs Y JEFFERSON WIFE, RUB JEF E SON I 6.5 ACRE TRACT 1 122/45 I I i , , _ _ _ _ _ 39 0 _ =28 .39 _ _ _ _ _ #Ir _------------ -) I _ B ILDING SE ACK 40 v LINE 1.573 AC. I , d 1 ro 1.350 AC. I ( CO O 9 , 24 i I ELIMINARY PLAI I ACCESS\� 11 16' P.U.E. SENT ------ I ... _ _ I --------------------- N47'39'02"W-401.33' _--- -j T - - - - -� O ' � I I! N I I' I 20 P.U.E. EASEMENT I I -� EAS .39' "W-245.62' M l I ca BLOCK 7 I , -_ - ?--- � - --.; --- - _ - r" 306.77' CD QO I �'IT FOR I I I IN 1.350 AC. ` - 00 5 _ - - _- �---- ----- I _J T - ( �I I' I O I 31 O'x4o' i ACCESS I 50 EASEMENT ( p - I 'x4o' I CCESS N ° , ASEMENTF F II (' RECORD! I. 20 P. E. I 1 I W I � � 9 52, , � I .. � J. I �� , � BLOCK I 11 ------------ I N4T39 02 -401.33 _ ---_- � � i �� (� i X1.71 � REVISED -NARY ---- ------ r ------ ----- �-- --- - 518.94 0�'�-- --- _�L_ �- ,- 20 \ �. \\\- I�-- - -- _ _ - �. z o,1 s PRELIMI ;67.65-- E i--------------------- 6 _--� ,_ _ - I oN A �� 41 I NO.2 1.5 AC. ,f, I I i� , I CCESS I PLAT - 1 �- .: 0q O (- EASEMENT b N/ E5 L HARRI ' I 20' P.U.E. ,580 ACOS ; ; \ I ,7 I I � � 1 +•- 1.822 AC. TURNAROUN I ELAN D BUSINESS PARK� BENNIE WILSON, JR. ND 1. ACRE WIFE, GLORIA M. WIL ON N/F 3/337 7.922 ACRE TRACT - GLOSTER EFFER N (_ - - TRACT _ _ _ -' -" - - 4 ) �. 9 _ _ - 1 i D -' - - - 2X c�_ _ I ; I I a L CULVERT �. .� 44°4 40"W-�-2 7.14' 2915/242 7.922 A CT _ Z 2 65 I - } 117.48 ACRES 836/129 s2 ------ --- ST___ ACRES OF RIGHT-OF-WAY -- /F D OTTAWAY, - N4404 '40"W 5.84 U E &EXCEPT PHASE 1 (19.114 AC.) N/F OC LEE 1.2 7 ACR 11 1/2 AND WIFE, CY HIA ANN TTAWA TRACT 4.4949 T CT 1237/ 95 F N/F JEFFREY D. i /� q Q PHASE & 1- f- ASE 4 (20.121 AC.) -- B LEY A. GOODWIN, J S CHRIS JEANIS AND WORKMAN AN THOMAS ORE J.H. JONES SURVEY, A-26 WIFE, DY JEANIS 7.9888 AC TRAC SHIRLEY A WORKMA 2.158 RE TRACT 1004 64 (395/99) J BRAZOS COUNTY, TEXAS 2931/191 0.479 CRE TRA 7/423 } e SCALE: 1"=100' MARCH, 2006 (REVISED) APRIL., 2007 (REV. 2) REVISED MAY, 2007 REVISED AUGUST, 2007 � O N REVISED SEPTEMBER, 2007 'REDEVELOPER: REVISED JUNE, 2009 N/F 60I�IJones, dba 6161 Allgieland Imperial LLC Business Park ENGINEER: m Loop, Suite 101 Cts LARRY JOOST AND KIM J 07 ACRE TRACT .moi Cole (9- fI 9 a 9) Station, Texas 77845 J���oPT, lrtfi. 71-4341 CIVIL ENGINEERING &DESIGN -BUILD SERVICES Ginger L. Urso, P.E. 4649/264 SIRV� YOR: 2033 Harvey Mitchell Parkway South .` Brad Kerr, RPLS No. 4502 College Station, Texas 77840 K rr S rveying, LLC ... 100 50 0 100 I P. C B lege z 269 P.O. Box 11929, College Station, Texas 7784 Station, Texas 77841 SCALE IN FEET _ -�� (s�s) 268-3195 (979) 764-7743 Fax: (979) 764-7759 � SHEET 2 OF 2