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HomeMy WebLinkAboutDrawingsY GENERAL NOTES: 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION., CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2. THIS PROPERTY IS CURRENTLY ZONED PDD. THE RESIDENTIAL LOTS AND COMMERCIAL TRACTS WILL MEET ALL REQUIREMENTS OF THEAPPROVED PDD ZONING. 3. BLOCK LENGTHS OF UP TO 1000 FEET WILL BE PERMITTED ON TWO BLOCKS DESIGNATED AS SF BLOCK 8 AND TH BLOCK 14. A BLOCK ALONG DEACON DRIVE DESIGNATED AS DP BLOCK 1 WILL BE PERMITTED UP TO 1250 FEET. 4. DEAD-END STREETS IN RESIDENTIAL AREAS ARE PERMITTED UP TO MAXIMUM OF 100 FEET IN LENGTH. THE DEAD-END ALLEY ADJACENT TO COMMERCIAL TRACT 4 SHALL EXTEND TO THE PROPERTY LINE (APPROXIMATELY 110 FEET). 5.,WHEN THERE ARE MORE THAN 30 LOTS TO BE SERVED BY EXTERNAL STREET CONNECTIONS, MINIMUM OF TWO CONNECTIONS TO EXTERNAL PAVED PUBLIC STREETS SHALL BE REQUIRED. A REMOTE EMERGENCY ACCESS IS PERMITTED TO SERVE AS ONE OF THESE CONNECTIONS.WO `TSTREET `CO'NNECTIONS TO EXTERNAL PAVED PUBLIC STREETS'SHALL BE REQUIRED WHEN 100 OR MORE LOTS ARE SERVED. 6. BUILDING SETBACKS SHALL BE AS FOLLOWS: a. SINGLE FAMILY (DETACHED) RESIDENTIAL DEVELOPMENT *FRONT SETBACK DISTANCE - 20 FT WITHOUT REAR ACCESS, 15' WITH REAR ACCESS *REAR SETBACK DISTANCE - 20 FT *SIDE SETBACK DISTANCE - 5 FT •STREET SIDE SETBACK DISTANCE - 15 FT b. TOWNHOME DEVELOPMENT *FRONT SETBACK DISTANCE - 20 FT WITHOUT REAR ACCESS, 15' WITH REAR ACCESS •REAR SETBACK DISTANCE - 20 FT *STREET SIDE SETBACK DISTANCE - 15 FT *SIDE SETBACK DISTANCE - 5 FT •COMMON AREA SIDE SETBACK DISTANCE - 5 FT c. COMMERCIAL DEVELOPMENT •THE REAR SETBACK FOR SELF STORAGE STRUCTURES ADJACENT TO A PUBLIC ALLEY OR COMMON AREA WILL BE 5 FEET. 7. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION AND FIELD SURVEY DATA. BDETENTION PO AND COMMON AREAS WILL BE OWNED D AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). 9. TOR WATER DETENTIO"ILL BE PROVIDED BY THE PONDS WITHIN THIS SITE AND SHALL BE CONSTRUCTED -WITH PHASE 100. TEMPORARY PRIVATE DRAINAGE EASEMENTS FOR DETENTION PONDS THAT WILL BE ON `-U � -D-PROPERTY-SHALL BE PROVIDED GIVING THE HOA PERMISSION -TO ENTER THE POND AREAS FOR MART-ENANZE-PURPOSES. 10. HASES 00-107 AND 200-202 SHALL BE PLATTED AND CONSTRUCTED USING TWO INDEPENDENT SEQUENCES, BUT WITHIN EACH SEQUENCE_ THE PHASES SHALL PROCEED IN NUMERICAL ORDER. PHASES 300, 4 AND 402 ARE ALLOWED TO BE PLATTED AND CONSTRUCTED INDEPENDENTLY, IN NO PARTICULAR ORDER. IF PHASE 401 HAS NOT BEEN PLATTED AND CONSTRUCTED AT THE TIME PHASE 104 IS' SUBMITTED r FOR PLATTING, BOTH PHASES MUST BE PLATTED AND CONSTRUCTED CONCURRENTLY. i --'-� �` 1.. PHAS 100 SHALL BE THE INITIAL PHASE CONSTRUCTED IN THE SUBDIVISION AND SHALL INCLUDE THE ENTIRE SEGMENT OF DEACOf DRIVE SHOWN ON COLLEGE STATION ISD PROPERTY. CSISD MUST SIGN ALL )LATS THAT INCORPORATE A PORTION OF THEIR PROPERTY. 12. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF DEACON DRIVE, TOWERS PARKWAY, HOLLEMAN DRIVE SOUTH & GENERAL. PARKWAY. FIVE FOOT SIDEWALKS THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF ALL OTHER STREETS. FIVE FOOT SIDEWALKS SHALL ALSO BE REQUIRED ON THE ADJACENT SIDES OF OLD WELLBORN ROAD AND HOLLEMAN DRIVE SOUTH. 13. LEFT TURN MOVEMENTS WILL BE REQUIRED AT INTERSECTIONS OF ALL MAJOR & MINOR COLLECTORS. ADDITIONAL RIGHT-OF-WAY AND' --PAVEMENT WIDTH MAY BE REQUIRED IN THOSE LOCATIONS TO ACCOMMODATE THE TURjj�NES, 14. TH,E/INTERSECTIO OF HOLLEMAN DRIVE SOUTH AND DEACON DRIVE WILL REQUIRE ACCOMMODATIONS FOR TURNING MOVEMENTS .INCLUDING LEFT HAND TURN LANES AND ACCEL/DECEL LANES. THESE WILL BE ANALYZED -ZED -AND INCLUDED WITH PLANS FOR PHASE 100. 15. DEACON DRIVE, GENERAL PARKWAY AND TOWERS PARKWAY SHALL HAV1 BIKE E - -_ 16. EACH SINGLE-FAMILY AND TOWNHOME LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER ORDINANCE 3222. 17. ALL DUMPSTER-PADS-AND SCREENING SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAYS OR ALLEYS. 18. TOWNHOME LOTS TAKING ACCESS TO PUBLIC STREETS MUST COMPLY WITH RESIDENTIAL DRIVEWAY WIDTHS AND RADIUS STANDARDS. 19. THE BARRACKS 11 SUBDIVISION LIES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACTT__FEE AREA. i [i METES AND BOUNDS DESCRIPTION 4 OF 108.91 ACRE TRACT SHEET � OF A }4 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS JOHN WtMaM SARGM IMMILL 29'175 ACRE Mff METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE Asea/eo hO CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING THE ` REMAINDER OF A CALLED 136.0631 ACRE TRACT AS DESCRIBED BY A DEED TO L. M. HAUPT, JR. AND WIFE, STELLA GEREN HAUPT RECORDED IN VOLUME 171, PAGE 392 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS, AND THE REMAINDER OF A CALLED 3.3 ACRE TRACT AS DESCRIBED BY A DEED TO LEWIS M. HAUPT, JR. RECORDED IN VOLUME 293, PAGE 788 OF THE DEED RECORDS OF SAID TRACT BEING MORE PARTICI I ARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING ATA''/2 INCA IRON R FOUND ON THE SOUTHWEST LINE OF OLD WELLBORN ROAD MARKING THE EAST CORNER OF JI IF SAID REMAINDER OF 136.063 ACRE BLOCK 2L FT CT AND THE NORTH CORNER OF A CALLED 12.40 ACRE TRACT AS DESCRIBED BY A DEED TO z�% /� �� LOT 1 i +(i OSAGE, LTD. RECORDED IN VOL I 1130, PAGE 570 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS; ^. 11.11 COMMERCIAL � TRACT2 I c 3•,. _ 3,47m IN I THENCE: S 41° 12'34" W ALONG COMMON LINE OF SAID REMAINDER OF 136.063 ACRE TRACT AND SAID 12.40 ACRE TRACT 401 ( FOR A DISTANCE OF 517.37 FEET ,O A 3/8 INCH IRON ROD FOUND MARKING THE WEST CORNER OF SAID 12.40 ACRE TRACT AND I THE NORTH CORNER OF THE REMAINDER OF A CALLED 8.833 ACRE TRACT AS DESCRIBED BY A DEED TO GREENS PRAIRIE j I r INVESTORS, LTD. RECORDED IN V LUME 8413, PAGE 22 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; THENCE: S 41° 55'50" W ALONG THE COMMON LINE OF SAID REMAINDER OF 136.063 ACRE TRACT AND SAID REMAINDER OF 8.833 ACRE TRACT FOR A DISTANCE OF 429.64 FEET TO A '/Z INCH IRON ROD FOUND MARKING THE COMMON CORNER OF SAID REMAINDER OF 8.833 ACRE TRAC AND TEE REMAINDER OF A CALLED 3.0 ACRE TRACT AS DESCRIBED BY A DEED TO GREENS PRAIRIE INVESTORS, LTD. RECO D IN VOLUME 8513, PAGE 276 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; r s Ii �' r� THENCE: S 41° 18'46" W ALONG COMMON LINE OF SAID REMAINDER OF 136.063 ACRE TRACT AND SAID REMAINDER OF 3.0 f A '/z IN TRE D IN V LUME AGE 206 OF THE OF PUBLIC RECORDS OF CORD TO THE PLA CO O 77 , ACRE TRACT FOR A DISTANCE O 12414 FEET TO CH IRON ROD FOUND MARKING THE NORTH CORNER OF WILLIAMSGATE SUBDIVISION, PHASE 1, AC G RDE OSP FICIAL OS XA DEACON DRIVE D nASPwuTPVArc-BsxoW t BRAZ COUNTY, TE S; a8 DASPHALTPYVI' B4ROW N THENCE: S 41' 30' 18" W ALOT, G THE COMMON LINE OF SAID REMAINDER OF 136.063 ACRE TRACT AND WILLIAMSGATE 11 'n- . - _ - `= I : � SUBDIVISION, PHASE 1, AND TIS MAINDER OF A CALLED 20.25 ACRE TRACT AS DESCRIBED BY A DEED TO BOBBIE ROBINSON, c 1s E Lo K tHASII LTD. RECORDED IN VOLUME 6446, (PAGE 92 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR A DISTANCE OF '° 1 t , e, i i 637.46 FEET TOA /i INCH IRON ROD FOUND MARKING AN EASTERLY CORNER OF A CALLED 22.97 ACRE TRACT AS DESCRIBED BY A 9 8 7 6 5 4 , 3 2 1 1 2 3 4 5 6 7 s 9 ) DEED TO CHARLES I. TURNER AND MARY E. TURNER RECORDED IN VOLUME 3331, PAGE 61 OF THE OFFICIAL PUBLIC RECORDS OF 16 2 I BRAZOS COUNTY, TEXAS; THE 4 ° ALONG COMMON LINE OF SAID REMAINDER OF 136.063 ACRE TRACT AND SAID 22.97 ACRE TRACT _�,.- NCE. N 9 58 35 W to z to ? LOT 1 I t FOR A DISTANCE OF 562.091 EET T A'/:INCH IRON ROD FOUND MARKING THE NORTH CORNER OF SAID 22.97 ACRE TRACT; - COMMERCIALTRACI`- tt PhA11 3 I THENCE: S 41° 21' 39" W CONT (7801.5=170MA G COMMON LINE OF SAID REMAINDER OF 136.063 ACRE TRACT AND SAID 22.97 12 } z9 2a 4.45 z7; z6 . z6 z7 za z9 8 12 r1 1 ACRE TRACT FOR A DISTANCE OF '/2 INCH IRON ROD FOUND ON THE NORTIiWEST LINE OF A CALLED 23.00 ACRE �TRACT DESCRIBED AS TRACT 2 B DEED TO HENRY P. MAYO AND WIFE, SANDRA K. MAYO RECORDED IN VOLUME 1253, PAGE 13 0 10 13 i 878 OF THE OFFICIAL PUBLIC RE ORDS OF BRAZOS COUNTY, TEXAS, MARKING THE EAST CORNER OF A CALLED 27.017 ACRE SAID ER OF 13 .063 ACRE TRACT, SAID 27.017 ACRE TRACT NOT FILED OF RECORD AT THE 1 TRACT DIVIDED OUT OF RE 6 T S YET 14 - - ' 14 ' - OF THIS DESCRIPTION, - 30 ( 30 i - IN r N• 1s Y 1s ¢e BLOCK 23 I 1, TIME 31 31 a 1 I THENCE: THROUGH SAID RE ER OF 136.063 ACRE TRACT AND ALONG THE NORTHEAST AND NORTHWEST LINES OF SAID r YI kI 16 32 32 16 ' z �7 27.017 ACRE TRACT FOR THE FOLL WING CALLS: �9J 4 F R i 17 0 PHAS 17 33 `.. 33 •, Z =- 3 I I` � N 47 43' 18 W FOR A DISTANCE OF 898.64 FEET TO /:INCH IRON ROD FOUND; 34 _\ 34 t8 a 18 0f•�d z� r S 42° 56'01" W FOR A DISTANCE OF 803.33 FEET TO A'/z INCH IRON ROD FOUND MARKING THE BEGINNING OF A CLOCKWISE 19 3s ss t9 cW7m s BLOCK 2z (" CURVE HAVING A RADIUS OF 4 8.50 FEET; 20 36 F` 36 20 COMMERCIAL I 25° 02' 43" FOR (HOBO BEARS S 55° !!! ALONG SAID CURVE i HROUGH A CENTRAL ANGLE OF R AN ARC DISTANCE OF 204.79 FEET C zl 37 37.. 21 7 4.os ac I 26' 04" W - 203.17 FEET) TO A'/2 CH IRON ROD FOUND MARKING THE ENDING POINT OF SAID CURVE; W _ 22 38 a 38 _ 8 I S 67° 52'33" W FOR A DISTANC OF 30.24 FEET TO A ''/2 INCH IRON ROD FOUND ON THE NORTHEAST LINE OF JONES BUTLER e IN! ROAD MARKING THE 23 SOUT T CORNER OF THIS HEREIN DESCRIBED TRACT; 39 F N 39 23 4 9 F >' I 1k n O 1 L F J THE SOUTHWEST LINE OF SAID 2a 40 � �_ s 40 2a to THENCE: N 22 02 42" W ALONG THE NORTHEAST INE NES. BUTLER ROAD SAME BEING TO O -n ffiLONCREfli PV6ff Zf 3WW..J: i;: �h � � - xI r REMAINDER OF 3.3 ACRE TRACT, I OR A DISTANCE OF 412.84 FEET TO A''VZ INCH IRON ROD FOUND MARKING THE COMMON CORNER 25 al . BLOCK 18114 41 25 1 11 = OF SAID REMAINDER OF 3.3 AC TRACT AND A CALLED 29.175 ACRE TRACT AS; DESCRIBED, BY A DEED TO JOHN WHEELER BLOCK 15 - G ' ,� - BLOCK 16 - , o ......_ ,-., _ _ ._.._ : :_ o: ,...- ...._ : _ .. ..:.... •. l � - BARGER, TRUSTEE, RECORDED IN GLUME 7583, PAGE 90 OF TEE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, PDXIX(JI, WAY 2 15 '",, BALLISTICS DRIVE AAP 2T &B HACTP IT noW TT -_., B !HALT Ma-WRoW : - - 3VMASPHM.T '"-VROW r` �' Es _ . .- _ _ .. , - = ,' _ _ ,. _,.. _ ° " ALONG COMMON LINE OF SAID REMAINDER OF 3.3 ACRE TRACT AND SAID REMAINDER OF 136.063 � BLOCK 17 O Bwc1c 19 BLOCK 24 - ! 3 ACRE TRACT AND SAID 29.175 AC TRACT FOR A DISTANCE OF 3402.74 FEET TOA 6 INCH FENCE CORNER POST FOUND ON THE t _ 21 a _ _ O 21 1 ; 1 .. Im 4 . - 17 ; - ( z - SOUTHWEST LINE OF OLD WELLBORN ROAD MARKING THE NORTH CORNER OF THIS HEREIN DESCRIBED TRACT; I Ni 2 22 ,. ai u_ A 22 7 2 BLOCK ?5v - O s 18 Lor 1 i a THENCE: S 47° 04' 17" E ALONG SOUTHWEST LINE OF OLD WELLBORN ROAD FOR A DISTANCE OF 1867.58 FEET TO THE POINT 3 O 3� 3 COMMERCIAL 1� ONTAINING 108 88 ACRES OF LAND,,MORE OR LESS, AS SURVEYED ON THE GROUND MARCH 2010. SEE PLAT . OF BEGINNING C 6 : 19 - m T11ACT 4 za _ 2a a 1.99 ac PREPARED MARCH 2010, FOR MORE DESCRIPTIVE INFORMATION. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRII? NORTH AS a 7 20 4 1 i ESTABLISHED F1LC31GI GPS OBSERV TION. - s 25 s s S' r...8 21 Z`' ! BRAD KERB 6 `: 26 ;; v 22 - �. 6 �= 1 4• £ EZEGISTERED PROFESSIONAL • 1 211k/ 7 t , - LAND SURVEYOR No. 450223 4 % 0 8 a to '.: ' 3k Y 9 ' _ BLOCK 25 I .`•' _ 25 29 -TA 12 LCrz .,, -_� 10 COMMERCIAL 4: 10 30. _ �. :: - t0 �" , , -:_ TRACT 4 } II es LEGEND -,a,:.:. :;'i :,BLOCK 18' .;•� 11 '; ,: 551 +., S S ITARY SEWER LINE- 12- _ �EXISTING SAN EXISTING ONTOUR PHASEr 300 _._. ... .. 12 w I Fe: ry - '�T� ` � � � � PLAT BO ;NDARY EXISTING WATERLINE B c 17 W A L.. ..E S-6 PROPOSED 6" SANITARY SEWER .LINE s-8 PROPOSED .8" SANITARY' SEWER LINE LOT�(NE13 14 75 16 17 18 19. "20 20 79 18 - - _. .. -. - ,.. ..., ... ._.. .. - o PROPOSED SEWER-. HOf_I_. HL CK 19 I� � �>? ; 0• PRQPER;• CORNER `� ,.. ------------ EASEMENT LINE` $ w -H PROPOSED ATE PROPOSED 6 WATERLINE' SNIPER DRIVE V B_B ASPHALT MT-Sa ROW W LIN W-12 PROPOSED $2" W NE I � � RLI BLo �K 2a I }c` ROW - WATERLINE C atIWA B CK 20 I� .zA : N ;N SIDEWALK OFH4 PROPOSED FIRE HYDRANT 18 I� 1 2 3 4 5 6 7 8 `1 it 12 13 14 15 16 17 18 19 20 21 22 23 r, Cs1.- I u � COMMON AREA _g-24 ST -24- PROPOSED STORM SEWER 19 0.06ac PROPOSED Lo 2 - G - - s - - - s - - - s --- s --- s ----S--- S --- s - IN PARKLAND i . C K STORM INLET s+Q�" C.A. - m 0.102c 5A eta POMC OF i `BEGINNING 1 I i Now • N N W P4 1 1210'ACRE itvcr CITY OF COLLEGE SfA7bN �.N A -O YOMRIEM NO. 11714NMi I ". 1 _ N StMDMSION. ROW PHASE 1 PRELIMINARY PL'AN ■ r +gym! �nmunn� ti 4a Lai • ��fiNIWi11I! • ��llIBiI11�11I1� Project • � , e �- ::::.moi :R .�,► •� _ ■ sstllC�: ;♦4tlllftli � i� I uu� c p n�mL►�''� ._moi 108.91 ACRES CRAW FORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS y l' j PHASE 105 = 4.765 AC. PHASE 202 = 5-448 AC. V PHASE 106 = 3.700 AC. PHASE 300 = 10.097 AC. BLOCK 8 PHASE 107 = 4.190 AC. PHASE 400 = 5.512 AC. PHASE 103 = 3.922 AC. PHASE 200 = 5.557 AC. PHASE 401 = 6.621 AC. r BLOCK 12 i PHASE 201 = 3.845 AC. PHASE 402 = 12.680 AC. BLOCK 1, LOT 1 BLOCK 10, LOTS 1 THRU 22 BLOCK 19, LOTS 1 THRU 31 •° BLOCK 2, LOTS 1 THRu 13 BLOCK 11, LOTS 1 THRU 11 BLOCK 20, LOTS 1 THRU 23 t 2 3 4 5 6 7 8 9 10 11 12 Oe 2 BLOCK 5, LOTS 1 THR 9 BLOCK 14, LOTS 1 THRU 30 BLOCK 23, LOTS 1 THRU 11 BLOCK 6, LOTS 1 THR-i�J:18 BLOCK 15, LOTS 1 TFIRU 41 BLOCK 24, LOTS 1 THRU 19 BLOCK 25, LOT 1 BLOCK 7, LOTS 1 THRU 14 BLOCK 16, LOTS 1 THRU 41 BLOCK 8, LOT 1 THRU 17 BLOCK 17, LOTS 1 THRU 31 200 13 3 k� 431 LOTS OWNER/DEVELOPER: SURVE DR: ENGINEER: SCALE = 1:100 Heath Phillips Investments, LLC Brad Kerr, RP W"E S No. 4502 PHILLIPS MAY, 2011 4490 Castlegate Drive Kett Surve3 77845 P.O. Bo Log, LLC ENGINEERING 269 College Station, TX (979) 690-7250 College Station, c TX 77841 Kent Laza, P.E. (979) 26f#-3195 4490 Castlegate Drive College Station, Teyas 77845 IRON HORSE DRIVE TBPE Firm No. F-13130 T. &R ARRALTM.Nff-50 ROW 5 _ ° 6 i 7 1. 2 3 4 5 6 7 8 9 10 11 { 15 ° BLOCKS 8 e.: :t 16. 9 ,Q - - COLLEGE 1 27,02 ACRE 7RACI I 10 ZONE6 A-0 : 12 13 14 15 16 17 18 19 20 21 22 f BLOCK 9 , BLOCK 8 11 h Oyj - = PHA S 2 , 12 M ttt q �cOLONELrcLANE ow � v BLOCK 13 BLOCK 14 .. 1 6 t 2 3 4 5 6 7 8 9 10 tl t 2 - v - BLOCK 1 S 3 1 a BLOCK 10 12 13 14 15 16 17 18 19 20 21 4 226 5 =ITT I S.E262. 7 A" 3 g -p Zl'&AASPHALTPVAR_WAOW .'.01 �F . -:. . .. - •" -°. : t BLOCK 11 z 2 as - to -- 2 3 4 5 G 7 8 9 10 it n 2 13 la 0.04- 16 ... 7 y ' O A d 17 r 1 _ 'N //��•' G5K CNEENC LLP. fESI. 5852 ACiZE iRALT NIP... . MID YIFE, K. t0 SAN0Rl1 t9WtY P MAYO W - 23.00 ACM7RNT 7RACf 2 - y ;,: - -- , .. �.. N/F AND YARY CNNitES L IU ACHE 22.97 A� 3331/61 - • -� 8 19 zo a Ir r a 3 -; 21 -. 22 i 2a ,� d 25 �� 2G 27 28 - 29 _ BLOCK 14 30 , 150 75 0 150 SCALE IN pj ��' I 1 I I FEET MOP �»ea Y GENERAL NOTES: 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION., CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2. THIS PROPERTY IS CURRENTLY ZONED PDD. THE RESIDENTIAL LOTS AND COMMERCIAL TRACTS WILL MEET ALL REQUIREMENTS OF THEAPPROVED PDD ZONING. 3. BLOCK LENGTHS OF UP TO 1000 FEET WILL BE PERMITTED ON TWO BLOCKS DESIGNATED AS SF BLOCK 8 AND TH BLOCK 14. A BLOCK ALONG DEACON DRIVE DESIGNATED AS DP BLOCK 1 WILL BE PERMITTED UP TO 1250 FEET. 4. DEAD-END STREETS IN RESIDENTIAL AREAS ARE PERMITTED UP TO MAXIMUM OF 100 FEET IN LENGTH. THE DEAD-END ALLEY ADJACENT TO COMMERCIAL TRACT 4 SHALL EXTEND TO THE PROPERTY LINE (APPROXIMATELY 110 FEET). 5.,WHEN THERE ARE MORE THAN 30 LOTS TO BE SERVED BY EXTERNAL STREET CONNECTIONS, MINIMUM OF TWO CONNECTIONS TO EXTERNAL PAVED PUBLIC STREETS SHALL BE REQUIRED. A REMOTE EMERGENCY ACCESS IS PERMITTED TO SERVE AS ONE OF THESE CONNECTIONS.WO `TSTREET `CO'NNECTIONS TO EXTERNAL PAVED PUBLIC STREETS'SHALL BE REQUIRED WHEN 100 OR MORE LOTS ARE SERVED. 6. BUILDING SETBACKS SHALL BE AS FOLLOWS: a. SINGLE FAMILY (DETACHED) RESIDENTIAL DEVELOPMENT *FRONT SETBACK DISTANCE - 20 FT WITHOUT REAR ACCESS, 15' WITH REAR ACCESS *REAR SETBACK DISTANCE - 20 FT *SIDE SETBACK DISTANCE - 5 FT •STREET SIDE SETBACK DISTANCE - 15 FT b. TOWNHOME DEVELOPMENT *FRONT SETBACK DISTANCE - 20 FT WITHOUT REAR ACCESS, 15' WITH REAR ACCESS •REAR SETBACK DISTANCE - 20 FT *STREET SIDE SETBACK DISTANCE - 15 FT *SIDE SETBACK DISTANCE - 5 FT •COMMON AREA SIDE SETBACK DISTANCE - 5 FT c. COMMERCIAL DEVELOPMENT •THE REAR SETBACK FOR SELF STORAGE STRUCTURES ADJACENT TO A PUBLIC ALLEY OR COMMON AREA WILL BE 5 FEET. 7. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION AND FIELD SURVEY DATA. BDETENTION PO AND COMMON AREAS WILL BE OWNED D AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). 9. TOR WATER DETENTIO"ILL BE PROVIDED BY THE PONDS WITHIN THIS SITE AND SHALL BE CONSTRUCTED -WITH PHASE 100. TEMPORARY PRIVATE DRAINAGE EASEMENTS FOR DETENTION PONDS THAT WILL BE ON `-U � -D-PROPERTY-SHALL BE PROVIDED GIVING THE HOA PERMISSION -TO ENTER THE POND AREAS FOR MART-ENANZE-PURPOSES. 10. HASES 00-107 AND 200-202 SHALL BE PLATTED AND CONSTRUCTED USING TWO INDEPENDENT SEQUENCES, BUT WITHIN EACH SEQUENCE_ THE PHASES SHALL PROCEED IN NUMERICAL ORDER. PHASES 300, 4 AND 402 ARE ALLOWED TO BE PLATTED AND CONSTRUCTED INDEPENDENTLY, IN NO PARTICULAR ORDER. IF PHASE 401 HAS NOT BEEN PLATTED AND CONSTRUCTED AT THE TIME PHASE 104 IS' SUBMITTED r FOR PLATTING, BOTH PHASES MUST BE PLATTED AND CONSTRUCTED CONCURRENTLY. i --'-� �` 1.. PHAS 100 SHALL BE THE INITIAL PHASE CONSTRUCTED IN THE SUBDIVISION AND SHALL INCLUDE THE ENTIRE SEGMENT OF DEACOf DRIVE SHOWN ON COLLEGE STATION ISD PROPERTY. CSISD MUST SIGN ALL )LATS THAT INCORPORATE A PORTION OF THEIR PROPERTY. 12. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF DEACON DRIVE, TOWERS PARKWAY, HOLLEMAN DRIVE SOUTH & GENERAL. PARKWAY. FIVE FOOT SIDEWALKS THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF ALL OTHER STREETS. FIVE FOOT SIDEWALKS SHALL ALSO BE REQUIRED ON THE ADJACENT SIDES OF OLD WELLBORN ROAD AND HOLLEMAN DRIVE SOUTH. 13. LEFT TURN MOVEMENTS WILL BE REQUIRED AT INTERSECTIONS OF ALL MAJOR & MINOR COLLECTORS. ADDITIONAL RIGHT-OF-WAY AND' --PAVEMENT WIDTH MAY BE REQUIRED IN THOSE LOCATIONS TO ACCOMMODATE THE TURjj�NES, 14. TH,E/INTERSECTIO OF HOLLEMAN DRIVE SOUTH AND DEACON DRIVE WILL REQUIRE ACCOMMODATIONS FOR TURNING MOVEMENTS .INCLUDING LEFT HAND TURN LANES AND ACCEL/DECEL LANES. THESE WILL BE ANALYZED -ZED -AND INCLUDED WITH PLANS FOR PHASE 100. 15. DEACON DRIVE, GENERAL PARKWAY AND TOWERS PARKWAY SHALL HAV1 BIKE E - -_ 16. EACH SINGLE-FAMILY AND TOWNHOME LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER ORDINANCE 3222. 17. ALL DUMPSTER-PADS-AND SCREENING SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAYS OR ALLEYS. 18. TOWNHOME LOTS TAKING ACCESS TO PUBLIC STREETS MUST COMPLY WITH RESIDENTIAL DRIVEWAY WIDTHS AND RADIUS STANDARDS. 19. THE BARRACKS 11 SUBDIVISION LIES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACTT__FEE AREA. i [i METES AND BOUNDS DESCRIPTION 4 OF 108.91 ACRE TRACT SHEET � OF A }4 CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS JOHN WtMaM SARGM IMMILL 29'175 ACRE Mff METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED IN THE Asea/eo hO CRAWFORD BURNETT LEAGUE, ABSTRACT NO. 7, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING THE ` REMAINDER OF A CALLED 136.0631 ACRE TRACT AS DESCRIBED BY A DEED TO L. M. HAUPT, JR. AND WIFE, STELLA GEREN HAUPT RECORDED IN VOLUME 171, PAGE 392 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS, AND THE REMAINDER OF A CALLED 3.3 ACRE TRACT AS DESCRIBED BY A DEED TO LEWIS M. HAUPT, JR. RECORDED IN VOLUME 293, PAGE 788 OF THE DEED RECORDS OF SAID TRACT BEING MORE PARTICI I ARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING ATA''/2 INCA IRON R FOUND ON THE SOUTHWEST LINE OF OLD WELLBORN ROAD MARKING THE EAST CORNER OF JI IF SAID REMAINDER OF 136.063 ACRE BLOCK 2L FT CT AND THE NORTH CORNER OF A CALLED 12.40 ACRE TRACT AS DESCRIBED BY A DEED TO z�% /� �� LOT 1 i +(i OSAGE, LTD. RECORDED IN VOL I 1130, PAGE 570 OF THE OFFICIAL RECORDS OF BRAZOS COUNTY, TEXAS; ^. 11.11 COMMERCIAL � TRACT2 I c 3•,. _ 3,47m IN I THENCE: S 41° 12'34" W ALONG COMMON LINE OF SAID REMAINDER OF 136.063 ACRE TRACT AND SAID 12.40 ACRE TRACT 401 ( FOR A DISTANCE OF 517.37 FEET ,O A 3/8 INCH IRON ROD FOUND MARKING THE WEST CORNER OF SAID 12.40 ACRE TRACT AND I THE NORTH CORNER OF THE REMAINDER OF A CALLED 8.833 ACRE TRACT AS DESCRIBED BY A DEED TO GREENS PRAIRIE j I r INVESTORS, LTD. RECORDED IN V LUME 8413, PAGE 22 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; THENCE: S 41° 55'50" W ALONG THE COMMON LINE OF SAID REMAINDER OF 136.063 ACRE TRACT AND SAID REMAINDER OF 8.833 ACRE TRACT FOR A DISTANCE OF 429.64 FEET TO A '/Z INCH IRON ROD FOUND MARKING THE COMMON CORNER OF SAID REMAINDER OF 8.833 ACRE TRAC AND TEE REMAINDER OF A CALLED 3.0 ACRE TRACT AS DESCRIBED BY A DEED TO GREENS PRAIRIE INVESTORS, LTD. RECO D IN VOLUME 8513, PAGE 276 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; r s Ii �' r� THENCE: S 41° 18'46" W ALONG COMMON LINE OF SAID REMAINDER OF 136.063 ACRE TRACT AND SAID REMAINDER OF 3.0 f A '/z IN TRE D IN V LUME AGE 206 OF THE OF PUBLIC RECORDS OF CORD TO THE PLA CO O 77 , ACRE TRACT FOR A DISTANCE O 12414 FEET TO CH IRON ROD FOUND MARKING THE NORTH CORNER OF WILLIAMSGATE SUBDIVISION, PHASE 1, AC G RDE OSP FICIAL OS XA DEACON DRIVE D nASPwuTPVArc-BsxoW t BRAZ COUNTY, TE S; a8 DASPHALTPYVI' B4ROW N THENCE: S 41' 30' 18" W ALOT, G THE COMMON LINE OF SAID REMAINDER OF 136.063 ACRE TRACT AND WILLIAMSGATE 11 'n- . - _ - `= I : � SUBDIVISION, PHASE 1, AND TIS MAINDER OF A CALLED 20.25 ACRE TRACT AS DESCRIBED BY A DEED TO BOBBIE ROBINSON, c 1s E Lo K tHASII LTD. RECORDED IN VOLUME 6446, (PAGE 92 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, FOR A DISTANCE OF '° 1 t , e, i i 637.46 FEET TOA /i INCH IRON ROD FOUND MARKING AN EASTERLY CORNER OF A CALLED 22.97 ACRE TRACT AS DESCRIBED BY A 9 8 7 6 5 4 , 3 2 1 1 2 3 4 5 6 7 s 9 ) DEED TO CHARLES I. TURNER AND MARY E. TURNER RECORDED IN VOLUME 3331, PAGE 61 OF THE OFFICIAL PUBLIC RECORDS OF 16 2 I BRAZOS COUNTY, TEXAS; THE 4 ° ALONG COMMON LINE OF SAID REMAINDER OF 136.063 ACRE TRACT AND SAID 22.97 ACRE TRACT _�,.- NCE. N 9 58 35 W to z to ? LOT 1 I t FOR A DISTANCE OF 562.091 EET T A'/:INCH IRON ROD FOUND MARKING THE NORTH CORNER OF SAID 22.97 ACRE TRACT; - COMMERCIALTRACI`- tt PhA11 3 I THENCE: S 41° 21' 39" W CONT (7801.5=170MA G COMMON LINE OF SAID REMAINDER OF 136.063 ACRE TRACT AND SAID 22.97 12 } z9 2a 4.45 z7; z6 . z6 z7 za z9 8 12 r1 1 ACRE TRACT FOR A DISTANCE OF '/2 INCH IRON ROD FOUND ON THE NORTIiWEST LINE OF A CALLED 23.00 ACRE �TRACT DESCRIBED AS TRACT 2 B DEED TO HENRY P. MAYO AND WIFE, SANDRA K. MAYO RECORDED IN VOLUME 1253, PAGE 13 0 10 13 i 878 OF THE OFFICIAL PUBLIC RE ORDS OF BRAZOS COUNTY, TEXAS, MARKING THE EAST CORNER OF A CALLED 27.017 ACRE SAID ER OF 13 .063 ACRE TRACT, SAID 27.017 ACRE TRACT NOT FILED OF RECORD AT THE 1 TRACT DIVIDED OUT OF RE 6 T S YET 14 - - ' 14 ' - OF THIS DESCRIPTION, - 30 ( 30 i - IN r N• 1s Y 1s ¢e BLOCK 23 I 1, TIME 31 31 a 1 I THENCE: THROUGH SAID RE ER OF 136.063 ACRE TRACT AND ALONG THE NORTHEAST AND NORTHWEST LINES OF SAID r YI kI 16 32 32 16 ' z �7 27.017 ACRE TRACT FOR THE FOLL WING CALLS: �9J 4 F R i 17 0 PHAS 17 33 `.. 33 •, Z =- 3 I I` � N 47 43' 18 W FOR A DISTANCE OF 898.64 FEET TO /:INCH IRON ROD FOUND; 34 _\ 34 t8 a 18 0f•�d z� r S 42° 56'01" W FOR A DISTANCE OF 803.33 FEET TO A'/z INCH IRON ROD FOUND MARKING THE BEGINNING OF A CLOCKWISE 19 3s ss t9 cW7m s BLOCK 2z (" CURVE HAVING A RADIUS OF 4 8.50 FEET; 20 36 F` 36 20 COMMERCIAL I 25° 02' 43" FOR (HOBO BEARS S 55° !!! ALONG SAID CURVE i HROUGH A CENTRAL ANGLE OF R AN ARC DISTANCE OF 204.79 FEET C zl 37 37.. 21 7 4.os ac I 26' 04" W - 203.17 FEET) TO A'/2 CH IRON ROD FOUND MARKING THE ENDING POINT OF SAID CURVE; W _ 22 38 a 38 _ 8 I S 67° 52'33" W FOR A DISTANC OF 30.24 FEET TO A ''/2 INCH IRON ROD FOUND ON THE NORTHEAST LINE OF JONES BUTLER e IN! ROAD MARKING THE 23 SOUT T CORNER OF THIS HEREIN DESCRIBED TRACT; 39 F N 39 23 4 9 F >' I 1k n O 1 L F J THE SOUTHWEST LINE OF SAID 2a 40 � �_ s 40 2a to THENCE: N 22 02 42" W ALONG THE NORTHEAST INE NES. BUTLER ROAD SAME BEING TO O -n ffiLONCREfli PV6ff Zf 3WW..J: i;: �h � � - xI r REMAINDER OF 3.3 ACRE TRACT, I OR A DISTANCE OF 412.84 FEET TO A''VZ INCH IRON ROD FOUND MARKING THE COMMON CORNER 25 al . BLOCK 18114 41 25 1 11 = OF SAID REMAINDER OF 3.3 AC TRACT AND A CALLED 29.175 ACRE TRACT AS; DESCRIBED, BY A DEED TO JOHN WHEELER BLOCK 15 - G ' ,� - BLOCK 16 - , o ......_ ,-., _ _ ._.._ : :_ o: ,...- ...._ : _ .. ..:.... •. l � - BARGER, TRUSTEE, RECORDED IN GLUME 7583, PAGE 90 OF TEE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS, PDXIX(JI, WAY 2 15 '",, BALLISTICS DRIVE AAP 2T &B HACTP IT noW TT -_., B !HALT Ma-WRoW : - - 3VMASPHM.T '"-VROW r` �' Es _ . .- _ _ .. , - = ,' _ _ ,. _,.. _ ° " ALONG COMMON LINE OF SAID REMAINDER OF 3.3 ACRE TRACT AND SAID REMAINDER OF 136.063 � BLOCK 17 O Bwc1c 19 BLOCK 24 - ! 3 ACRE TRACT AND SAID 29.175 AC TRACT FOR A DISTANCE OF 3402.74 FEET TOA 6 INCH FENCE CORNER POST FOUND ON THE t _ 21 a _ _ O 21 1 ; 1 .. Im 4 . - 17 ; - ( z - SOUTHWEST LINE OF OLD WELLBORN ROAD MARKING THE NORTH CORNER OF THIS HEREIN DESCRIBED TRACT; I Ni 2 22 ,. ai u_ A 22 7 2 BLOCK ?5v - O s 18 Lor 1 i a THENCE: S 47° 04' 17" E ALONG SOUTHWEST LINE OF OLD WELLBORN ROAD FOR A DISTANCE OF 1867.58 FEET TO THE POINT 3 O 3� 3 COMMERCIAL 1� ONTAINING 108 88 ACRES OF LAND,,MORE OR LESS, AS SURVEYED ON THE GROUND MARCH 2010. SEE PLAT . OF BEGINNING C 6 : 19 - m T11ACT 4 za _ 2a a 1.99 ac PREPARED MARCH 2010, FOR MORE DESCRIPTIVE INFORMATION. BEARING SYSTEM SHOWN HEREIN IS BASED ON GRII? NORTH AS a 7 20 4 1 i ESTABLISHED F1LC31GI GPS OBSERV TION. - s 25 s s S' r...8 21 Z`' ! BRAD KERB 6 `: 26 ;; v 22 - �. 6 �= 1 4• £ EZEGISTERED PROFESSIONAL • 1 211k/ 7 t , - LAND SURVEYOR No. 450223 4 % 0 8 a to '.: ' 3k Y 9 ' _ BLOCK 25 I .`•' _ 25 29 -TA 12 LCrz .,, -_� 10 COMMERCIAL 4: 10 30. _ �. :: - t0 �" , , -:_ TRACT 4 } II es LEGEND -,a,:.:. :;'i :,BLOCK 18' .;•� 11 '; ,: 551 +., S S ITARY SEWER LINE- 12- _ �EXISTING SAN EXISTING ONTOUR PHASEr 300 _._. ... .. 12 w I Fe: ry - '�T� ` � � � � PLAT BO ;NDARY EXISTING WATERLINE B c 17 W A L.. ..E S-6 PROPOSED 6" SANITARY SEWER .LINE s-8 PROPOSED .8" SANITARY' SEWER LINE LOT�(NE13 14 75 16 17 18 19. "20 20 79 18 - - _. .. -. - ,.. ..., ... ._.. .. - o PROPOSED SEWER-. HOf_I_. HL CK 19 I� � �>? ; 0• PRQPER;• CORNER `� ,.. ------------ EASEMENT LINE` $ w -H PROPOSED ATE PROPOSED 6 WATERLINE' SNIPER DRIVE V B_B ASPHALT MT-Sa ROW W LIN W-12 PROPOSED $2" W NE I � � RLI BLo �K 2a I }c` ROW - WATERLINE C atIWA B CK 20 I� .zA : N ;N SIDEWALK OFH4 PROPOSED FIRE HYDRANT 18 I� 1 2 3 4 5 6 7 8 `1 it 12 13 14 15 16 17 18 19 20 21 22 23 r, Cs1.- I u � COMMON AREA _g-24 ST -24- PROPOSED STORM SEWER 19 0.06ac PROPOSED Lo 2 - G - - s - - - s - - - s --- s --- s ----S--- S --- s - IN PARKLAND i . C K STORM INLET s+Q�" C.A. - m 0.102c 5A eta POMC OF i `BEGINNING 1 I i Now • N N W P4 1 1210'ACRE itvcr CITY OF COLLEGE SfA7bN �.N A -O YOMRIEM NO. 11714NMi I ". 1 _ N StMDMSION. ROW PHASE 1 PRELIMINARY PL'AN ■ r +gym! �nmunn� ti 4a Lai • ��fiNIWi11I! • ��llIBiI11�11I1� Project • � , e �- ::::.moi :R .�,► •� _ ■ sstllC�: ;♦4tlllftli � i� I uu� c p n�mL►�''� ._moi 108.91 ACRES CRAW FORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS PHASE 100 =18.997 AC. j PHASE 105 = 4.765 AC. PHASE 202 = 5-448 AC. PHASE 101 = 10.828 AC. PHASE 106 = 3.700 AC. PHASE 300 = 10.097 AC. PHASE 102 = 6.121 AC. PHASE 107 = 4.190 AC. PHASE 400 = 5.512 AC. PHASE 103 = 3.922 AC. PHASE 200 = 5.557 AC. PHASE 401 = 6.621 AC. PHASE 104 = 6.629 AC. PHASE 201 = 3.845 AC. PHASE 402 = 12.680 AC. BLOCK 1, LOT 1 BLOCK 10, LOTS 1 THRU 22 BLOCK 19, LOTS 1 THRU 31 BLOCK 2, LOTS 1 THRu 13 BLOCK 11, LOTS 1 THRU 11 BLOCK 20, LOTS 1 THRU 23 BLOCK 3, LO' 1 THR 10 BLOCK 12, LOTS 1 THRU 12 BLOCK 21, LOT 1 BLOCK 4, LOTS 1 THR 18 BLOCK 13, LOTS 1 THRU22 6 BLOCK , LOTS i & 2 BLOCK 5, LOTS 1 THR 9 BLOCK 14, LOTS 1 THRU 30 BLOCK 23, LOTS 1 THRU 11 BLOCK 6, LOTS 1 THR-i�J:18 BLOCK 15, LOTS 1 TFIRU 41 BLOCK 24, LOTS 1 THRU 19 BLOCK 25, LOT 1 BLOCK 7, LOTS 1 THRU 14 BLOCK 16, LOTS 1 THRU 41 BLOCK 8, LOT 1 THRU 17 BLOCK 17, LOTS 1 THRU 31 BLOCK 9, LOTS 1 THRU:22 BLOCK 18, LOTS 1 THRU 26 431 LOTS OWNER/DEVELOPER: SURVE DR: ENGINEER: SCALE = 1:100 Heath Phillips Investments, LLC Brad Kerr, RP S No. 4502 PHILLIPS MAY, 2011 4490 Castlegate Drive Kett Surve3 77845 P.O. Bo Log, LLC ENGINEERING 269 College Station, TX (979) 690-7250 College Station, c TX 77841 Kent Laza, P.E. (979) 26f#-3195 4490 Castlegate Drive College Station, Teyas 77845 (979) 690-3141 Fax: (979) 690-1041 SHEET 1 OF 4 TBPE Firm No. F-13130 C.A. 0.05 ac. C.A. - 0.10 ac. N/F 111.26' JOHN WHEELER BARGER, TRUSTEE 29.175 ACRE TRACT C.A. - 0.12 ac. C.A. 0.03 ac. 7583/90 ZONED A- 0 N420 4' TE C 3 26.82' 74' ---263;8_----- -- - --fes -- .57' 67.00' / 50. - ' �¢ ro ✓ r1-0 -�---- -- -- L-- - - --1 L-- - -- ----- ----- ---- ---- ----- ----- ----- ----- -----_ tsSAa_ - - - - - - - - - a / t0' t I 1 71000I.E.! P.U.E.(� _T P.P.0 3 P.U.E t 2(* P.U.E 20' ^N / [Blt, OCK 5i I s BLOCK 7 L _N4r 14_17* rill : 4 / 1 1 N33 3S 02� ja! W W W Im W W W � I W i� i� iV id iV I / II �r 1 �I- 2r 3 ISI. 4I. 5 �r 6I_ 7 �r ( 8 �r 9I_ 10 '� i Grp Grp GrpI-I- a- 2 / _!J'' 11Z O H1.- �� 1 �p 2 3 4 5 6 7 I 8 9 I I N , r �-�1 0 0 0 0 0 0 0 •h0 0 0 p o 0 0 0 0 o m P.U.E. 1 1 ro N33' 36•'•02 L-� p �Ic' �m Ial�o' �Iro 'alarm •Flamm I Inc) 'alae lan .5�. ao m d. ao ac '� au a6 ao 'a ad I N--i z 14_17'E fv L�^ �' I� �� I^ �- (^ I' F'" F� F'" F- F'- F� F' F'- � F'- F'- F^ F'" F� F� F� F� Fp 115.00' I I t �o. I 3 N BL CKy �y ( N y (y ( �, 115' P.u.Eh �, i I� 3 / i� t P.0 E (752 � H I P.U.E. I IN Nor 14_17* I / N33 3 02 E (753 I I P..E i ( i Fo 115.00' t:. ` J�3+ 4!ZSo' 35 so_ 2 Go' 21}.44' _50_ 28• ,,/ _ ss.00•- - - - IN 4 i' iR L-40.40_ _ SOC---5&QQ_ _45.Or -N'Q_- -0•�_ _Z.4P_ R. __ 4' J7 ) W m I 115.00' I f 33 1105 1o' ' OLD IRONSIDES DRIVE 27' B -B ASPHALT PVMT - 50' ROW Q OLD IRONSIDES DRIVE 27' B -B ASPHALT PVMT - 50' ROW s I - 5 ro - N4z 14' ITE 6 - 8 P 115.00' 3 �. ' :. - n:; c� ,.- . - -.:. - . ,.. _ s . �. ......,. a .. ' .. � - zr ::,cam ...�, ._'., � .,-. ' .�.. •... � ,� .>.w .... ,� _ .._ : �.". r.,... .v Y.x :..: `a'_ +��. � _ 4.�'vi�+o. � _'\. x11 , f".�" / 1 1 N310.00 - 1 voi 0 BLOCK 1 1 I � d• d 6 �,� � 33.s7 26.00 35.50 3s. 2s.ao 3s.5o 3s.so 2e.00 e.00 � i IN4&100 55.00 55.00 55.00 155.00' ,.� s5.ao' SS.00 � 55.ao 40.00 N\ o I� Nor 14' TIE I' I 1 i - o? cin p154 sr ,a ( to' 115.00' ^. LOT 1 I ► '- N3s;000 _- �0 d155 ( U.E I (BLOCK INIFr� �0 7 g h'+ o 11 W 1 --'�• 1 W W W W W0. W W !a! I n / COMMERCIAL 1 1 ro to d-- 7 3 v a- "' 'a- v- v• Nor 14' 17'E �} / ,n "► N 1 o2 o 3 4 t 5 p 6 7 8• p p p o a- I N 115.00' e / TRACT 1 N33 36 o2'E "' I� ( r� 'nr� ��Iad Id �� �� 2 '�,Icd 3 �I� 4 Im 5 �Im 6 a m 7 '��I,� 8 '�ar,m 9 I j� 8 g y / 3.85 ac. ► 1 N 110.00 $1 FIS FI� FI: FIS FI: F F I F FIS F FIS FIS FIS I N N4r 14_17'E 02.E N N I ur ai rn JUNCTION I Fp 115.00' 10' / I 1 110.00 qi C 5B 0.01I.C.5 ( #' S' ` M EASEMENT '° I N a� N33 36- _ I BOX p? I *NAGE / 1 11 ro 0 \ c1s7 4L. KE. q --: �S-8 •u' U 910, EXISTING ,2 / 11 0 - .., / 33 I ..IV WATERLINE 110 ,. �, :; _, :, _ ._ . , _; .. ,,.. - 5T-18. SC -18 JUNCTIONt: r• ; - , N o f i ' : . , , >• " �� -.: :: :iii.. A I -- --r --, -- r --� - - -r T - -r- - �- - -s- -- -- -- - - r.,.,.T- Ti,., To N4r' .00' / t t 02 E 25.48' 28.00 28.00 35.50 350 28.00 ! 00' 8.00 40.E 65.00 55.00 55.E 55.00 G 55.00 55.E 40.00 g N33 36� L C158 5' INLET _ INLET\ I�n� (159 ( P..E I Y 1 j N4r 14_17-E I i rp 115.00• 12 I� N 36' l: 1 I I I t 1 11Q.� ' t v v- "� "� '� •a "� I "� a v '� "� I N Nor 14_77* \ 1 I r IN 11m12- ro 13 - IM 14 .1 15. I�16• 1 17_ Im 18 i 10 . r� 11 . I 12 . r� 13 . i 14 rr 15 I� 16 . i� 17 it 18 I i d 12 ;� rp 115.00' / 110 uary' vl�In 13 i //J/ '^ate \ (; •�• 110.00 - 1 F aF' v (a I F� F� aF'� F� F' a' F� F' F� F� v F' ( N N4r 14_17'* 1 Z Z Z Z V1 L7 to N N 41 xe 5• 13 25.15 C. (� 02 ac LC K 4 I BLOCK 6 I 115.00 � �,�g, ac. � 5 15' P.U.E s 75' P.0 E ' � � 17.00' I I 3450' ---- "'"- 02.E• � 15.60' 1 "� i -- _____� •3+---- ---1 L- - 1 - 07:34' 00• PR1.E I� i; CI 5, - 14 _ - / -- - - .�,r30 00' �_ 28. , _ `- `, - _ ZL2 � 40,.40_ -35.0_ -��_ �.Q4'_ _55,44-- -5;1.44•_ _;25.49_ _.x.4.0_ �4.44:._i �. '__J, 25.42 44' \ N,E, DEACON DRIVE J�" BOX DEACON DRIVE m 48' B -B ASPHALT PVMT - 85' ROW ' I JUNCTION 10' 70' 10' Da BOX INLET t INLET m INLET' � 48' B -B ASPHALT PVMT - 85' ROW � 45.02- -- `^.•- --5500'- --5&o•-- -55001.-r�.,r00=- -��=- --55.00•-- --W 00 -5K 00,- --55AX - -- 98+9_-- -8240L - ,n-- -- BLOCK 8 W 10' P.U.E 1 BLOCK 12 N4r14' 117"E a "a v yr f I I 124.W ro �� 1 X1CID 0 2 cd 3 IS 4 Im 5 ;rm 6 Im 7 rp 8 Icd 9 V�r� 10 �Im 11 12 I $q IIn I� �� �o p `Ip �p � �o Ip @ FI� ,o• , I 1�`�' 2 1 F F F� F� F� F" F' �- F�� F`- DRAINAGEf N4r 14. 17E ro g A' I rn N v, EASEMENT/ 13 124.38' ( a ' 5' P.U.E. .C4J._ 3 / _ r 11 gfi'E N4r 14. 17E ._ 4§,0� - -.0-OCL OC- - -X5,00• _ 4U 00' _ - ---- - - - -- - - 124.38' of v .- .,•. ..-3- .. - - - 3L - tea.+ 1oy:s . �. X5.49' y _ \ 4 � 10' 10' P.U.E I -N42• � 17'E - ,o' IRON HORSE DRIVE ,o' INLET 1 -144,38- v u INLET INLET - U E 14 5 _- BB -_ l rlYll-- 55.00 W 27 T 50'ROW t__5!r0dr__'__5�15N4r 24.3817E .00 5.0D 55.00 SS.OD' 55.00' 55.00 55.00 45.00 � / f 5• P.- JUNCTION\ � (Z � 6 BOX' 5.31'N4z 14' 17'E "I :° • M v ro .zt r II v r-$ ",!' - " ' W w W i$ I . i r 14' 11 7E 7.00N4r,243'TI'n 115.92' 4o 0 0. 8 9 -02 3 4 06 5F6 (c 1214.8�0 E ohf F F F F F q 15 1 N Ln N I BLOCK 9 0' P.u.E I I" j r I N4r 14. 17E 1"z 14'_77*• O - 111 a L- ----- ----- ----- ---- - ------I 115.92' N/F L I 9 10 li". _9s _ _5s.oa _ _ss oo - �s oo' _ _ _:.ss oo'- _ 5s.00 _ - ss oo- _ s5 00_ _ - - - - 70 00_ -, loo 16 N4714' 17* INLET T-- - - - COLLEGE STATION LS.�, 10' P.U.E. 1 to I - 124.38• - 27.02 ACRE TRACT �+,� 1_ INLET W W W W W _ I I 10' P.u.E 1 10 9626 076 m1� lv _ W , N42 14 17* , _ to r -- N42 14 17*1 v• _vN "� ".t' .r 115.9r •ZO _ZONED A o - 24 0 0 0 .38' < o 0 1 0 o I - _ INLET h 12 .lo .I V.2I .1 p o 0 _ �1'p ip . rp . ro rp .18 22 �0 13 �� 14 15 �0 16 �0 17 �0 18 �m 19 �m 20 21 �w i 1-o I $ 11 FL -I_ Flo S Fh Flo BLOCK 91 h BLOCK 8 I N4z14_n'E "I 1 ('r I 124.38' Pq 17 i81 ro ? m O co 5' P.U.E ' l JUNCTION Box I 12 f1t1' _-1§24_ -_�__ -4Q _ 55. =- - -- '--- --'�-- - -- - 5 �� - -4TL_ _4?44•,�// --- -- - 99 -- Box- - - ii Ai Em Ali - - :.r�,.-. m INLET COLONEL. LANE a INLET 27' B -B ASPHALT PVMT - 50' ROW I 45.32' 552006T 55.00' 55.00 - - 55.E 55.00 55.00' 55.00'- - - 55.00'- - - 55.00= 49.00 \ / 90.82' -1 1 - 99.36T �•4- 1 ( BLOCK 13 I Bhf?EK 4 • • - ` ( ro n W '° l'' .W !� °' 1 ip 6 i N47 14 17E LA ro ' arg �ro oFt`4w"- -- --�� Nar1122m w 2 w 3 4 w 5 6 7 �.6 8 9 %0106 10fNn 1 pvt- p o Nar14 TIE I ' 4_ n E CTI .'4.00 124,38' d JBLOCK 3 -- - -- - - - 4? 17'E 2- rh �I INLET a - -55.00_ _ 7-5M _ F l0 20' P.U.E - -JO.37L - - - -' - - �s oo - --5500'- - -55 00. _ 55A0- - -5500- - -=- - - - I I 4 r N4r 14. 17E W 17'r ' i to' P.U.E. BLOCK 101 115.92' 1.15'L Id Id 1w to in ea v ;r :Ic' 7Ito lo N 19 12 'ro 3 t•o B Io Io p( 4Ii 's I wa 13 r 14 �a 15 -916 C6 17 18 q 19 20 21 0 2 �I' II N4r143_8t' 7E I F m 124.6LET 2 "1 n0nl rn tD rn I N42 14_17* ry N4z 14' 17* F=' a, 115.92' 1.69' 1 a/ 24.38' Q 1 - - - 35.9Q - - - -�41L - _ �_§5_0L- - - - •49- - - •�- _ _ _ - -4144'_ _3� tom: /1 � I_ JUNCTION � - N4r 14_17* `� vf-4 v - BOX .. r e k'.- dam:,. . _.: e%` _ - - • ` I. 2 3 � 4.38• m KEAT ON DR1V 8 - 10• a . Ri2 74'' 17*• INLET _ I i�N v - ASPHALT PVMT - 50 ROW S4z 15 92 7tiV i - 27' B B -.. • O 20 PU --- ---- -------------------------------------------------------- EnI E 24.38 I _ _ _ _- x L v m '_v N4z 14_17* / ,7-� 9 ICD 2 124.38' 5' P.U.E \ ri BLOCK 11 Q Im I 10 'D W Id W W �al W W W 1 �J N u I N 1 E 7 'r� eo `«� ro W S4r 14' 17'W 124 ' I Flo �hIm Flo "ImMh alm h �Im I ~ - - 115.92' Im 1 "iN 2 to 3 t o 4 SIN 5 ��; 6 �m 7 � 8 Im 9 alp 10 I� 11 I I j i v m IS I aD 1 1 _ 124.39 io rn ,n �i rn rn rn ,n N I P.U.E („ 13,37' 2 001 M I 20' P. +------- ro(_------ - --- - - - ----- ----- ----- ----- ------; i -- -- - ' -------------- 1 70.58' 55.01' 55.01 55.01 55.01• 55.01 55.01 55.01' 55.01 • 55.01 56.44• 5T I t 15.94' I- - mI 13 N41' 21'39"E 685.65' ' m -__� 10, 14 DRAINAGE N I 1447 14' 17E EASEMENT iv I 122.62• 5• C A.N 15 P,O.E. N4r 114' ITE 0.04 ac. N i 121.57 16 � t n - 20' P.U.E. i 17 N/F N/F N/F I N4r14_17-E OAK CREEK LL.P. REM. 58.52 ACRE TRACT HENRY P. MAYO AND WIFE, SANDRA K. MAYO CHARLES I. TURNER AND MARY E. TURNER N 116.52' d 4030/98 23.00 ACRE TRACT TRACT 2, 22.97 ACRE TRACT 3331/61 N i 8 BRAZOS COUNTY 1253/878 ZONED A-0 N4r 14'-17*I 1110.47' BRAZOS COUNTY N q (,0^ N I N47 14. 17* L J iV 116.43 1 p 20 2 -FT4r 'T4`_1iE - W N T- /� LO N I 21 .� coN42'14_17* "I iv 113.95' I 22 -V 17'E Y ! 04 112.91 526' O M I 23 C47 1137'- - o 24 N47 14' 17* 80 40 0 80 ,7-624• 01 SCALE IN N I 25 N4z14• n* ,26,37 FEET ot N I 26 N4r 14 117E tara_sa' GENERAL NOTES: 1. THE BEARING SYSTEM SHOWN HERE04 IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION. CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2. THIS PROPERTY IS CURRENTLY ZONED PDD. THE RESIDENTIAL LOTS AND COMMERCIAL TRACTS WILL MEET ALL REQUIREMENTS OF THE APPROVED PDD ZONING. 3. BLOCK LENGTHS OF UP TO 1000 FEET WILL BE PERMITTED ON TWO BLOCKS DESIGNATED AS SF BLOCK 8 AND TH BLOCK 14. A BLOCK ALONG DEACONNE G DESINATED A DR � SDP BLOCK 1 WILL BE PERMITTED UP TO 1250 FEET. 4. DEAD-END STREETS IN RESIDENTIAL AREAS ARE PERMITTED UP TO MAXIMUM OF 100 FEET IN LENGTH. THE DEAD-END ALLEY ADJACENT TO COMMERCIAL TRACT 4 SHALL EXTEND TO THE PROPERTY LINE (APPROXIMATELY 110 FEET). 5. WHEN THERE ARE MORE THAN 30 LOIS TO BE SERVED BY EXTERNAL STREET CONNECTIONS, A MINIMUM OF TWO CONNECTIONS TO EXTERNAL PAVED PUBLIC STREETS SHALL BE REQUIRED. A REMOTE EMERGENCY ACCESS IS PERMITTED TO SERVE AS ONE OF THESE CONNECTIONS. TWO STREET CONNECTIONS TO EXTERNAL PAVED PUBLIC STREETS SHALL BE REQUIRED WHEN 100 OR MORE LOTS ARE SERVED. 6. BUILDING SETBACKS SHALL BE AS F0110WS: a. SINGLE FAMILY (DETACHED) RESIDENTIAL DEVELOPMENT *FRONT SETBACK DISTANCE - 20 FT WITHOUT REAR ACCESS, 15' WITH REAR ACCESS •REAR SETBACK DISTANCE - 20 FT *SIDE SETBACK DISTANCE - 5 FT ' *STREET SIDE SETBACK DISTANCE - 15 'FT b. TOWNHOME DEVELOPMENT r •FRONT SETBACK DISTANCE - 20 FT ITHOUT REAR ACCESS, 15' WITH REAR ACCESS *REAR SETBACK DISTANCE - 20 FT •STREET SIDE SETBACK DISTANCE - 15 FT *SIDE SETBACK DISTANCE - 5 FT l •COMMON AREA SIDE SETBACK DISTANCE - 5 FT c. COMMERCIAL DEVELOPMENT -THE REAR SETBACK FOR SELF STORASE STRUCTURES ADJACENT TO A PUBLIC ALLEY OR COMMON AREA WILL BE 5 FEET. 7. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION AND FIELD SURVEY DATA. 8. DETENTION PONDS AND COMMON AR ' S WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). 9. STORM WATER DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE AND SHALL BE CONSTRUCTED WITH PHASE 100. TEMPORARY PRIVATE DRAINAGE EASEM NTS FOR DETENTION PONDS THAT WILL BE ON UN -PLATTED PROPERTY SHALL BE PROVIDED GIVING THE HOA PERMISS104 TO ENTER THE POND AREAS FOR MAINTENANCE PURPOSES. 10. PHASES 100-107 AND 200-202 SHALL BE PLATTED AND CONSTRUCTED USING TWO INDEPENDENT SEQUENCES, BUT WITHIN EACH SEQUENCE THE PHASES SHALL ROCEED IN NUMERICAL ORDER. PHASES 300, 400, 401 AND 402 ARE ALLOWED TO BE PLATTED AND CONSTRUCTED INDEPENDENTLY, IN NO PARTICULAR ORDER. IF PHASE 401 HAS NOT BEEN PLATTED AND CONSTRUCTED AT THE TIME PHASE 1 4 IS SUBMITTED FOR PLATTING, BOTH PHASES MUST BE PLATTED AND CONSTRUCTED CONCURRENTLY. 11. PHASE 100 SHALL BE THE INITIAL PHASE CONSTRUCTED IN THE SUBDIVISION AND SHALL INCLUDE THE ENTIRE SEGMENT OF DEACON DRIVE SHOWN ON COLLEGE ATION ISD PROPERTY. CSISD MUST SIGN ALL FINAL PLATS THAT INCORPORATE A PORTION OF THEIR PROPERTY. 12. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF DEACON DRIVE, TOWERS PARKWAY, HOLLEMAN 51 RIVE SOUTH & GENERAL PARKWAY. FIVE FOOT SIDEWALKS THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUI ED ON BOTH SIDES OF ALL OTHER STREETS. FIVE FOOT SIDEWALKS SHALL ALSO BE REQUIRED ON THE ADJACENT SIDES 0 OLD WELLBORN ROAD AND HOLLEMAN DRIVE SOUTH. 13. LEFT TURN MOVEMENTS WILL BE REQUIRED AT INTERSECTIONS OF ALL MAJOR & MINOR COLLECTORS. ADDITIONAL RIGHT-OF-WAY AND PAVEMENT WIDTH MAY BE REQUIRED IN THOSE LOCATIONS TO ACCOMMODATE THE TURN LANES. 14. THE INTERSECTION OF HOL-LEMAN DR VE SOUTH AND DEACON DRIVE WILL REQUIRE ACCOMMODATIONS FOR TURNING MOVEMENTS INCLUDING LEFT HAND RN LANES AND ACCEL/DECEL LANES. THESE WILL BE ANALYZED AND INCLUDED WITH PLANS FOR PHASE 100. 15. DEACON DRIVE, GENERAL PARKWAY 11 D TOWERS PARKWAY SHALL HAVE BIKE LANES. 16. EACH SINGLE-FAMILY AND TOWNHOME E LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER ORDI CE 3222. 17. ALL DUMPSTER PADS AND SCREENING SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAYS OR ALLEYS. 18. TOWNHOME LOTS TAKING ACCESS TO PUBLIC STREETS MUST COMPLY WITH RESIDENTIAL DRIVEWAY WIDTHS AND RADIUS STANDARDS. 19. THE BARRACKS 11 SUBDIVISION LIES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA. LEGEND 300 EXISTING CONTOUR _s_s_ EXISTING SANITARY SEWER LINE PLAT BOUNDARY W " EXISTING WATERLINE PHASE LINE s -e PROPOSED 6" SANITARY SEWER LINE a - - LOT LINE s $ PROPOSED 8" SANITARY SEWER LINE p PROPERTY C RNER G PROPOSED SEWER MANHOLE � EASEMENT LINE W-6 PROPOSED 6" WATERLINE' mw W� PROPOSED 8" WATERLINE ROW LINE W-12 PROPOSED 12" WATERLINE N MMA- ' SIDEWALK ®�14 PROPOSED FIRE HYDRANT COMMON AR7 -ST-24 sT-24- PROPOSED STORM SEWER PARKLAND Tit PROPOSED STORM INLET H 1.4 z a U ARY PLAN THE BARRACKS II SUBDIVISION 108.91 ACRES C MIT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS PHASE 100 = 18.997 AC. PHASE 105 = 4.765 AC. PHASE 202 = 5.448 AC. PHASE 101 = 10.828 AC. PHASE 106 = 3.700 AC. PHASE 300 = 10.097 AC. PHASE 102 = 6.121 AC. PHASE 107 = 4.190 AC. PHASE 400 = 5.512 AC. PHASE 103 = 3.922 AC. PHASE 200 = 5.557 AC. PHASE 401 = 6.621 AC. PHASE 104 = 6.629 AC. PHASE 201 = 3.845 AC. PHASE 402 =12.680 AC. BLOCK 1, LOT 1 BLOCK 10, LOTS 1 THRU 22 BLOCK 19, LOTS 1 THRU 31 BLOCK 2, LOTS 1 THRU 13 BLOCK 11, LOTS 1 THRU 11 BLOCK 20, LOTS 1 THRU 23 BLOCK 3, LOTS 1 THRU 10 BLOCK 12, LOTS 1 THRU 12 BLOCK 21, LOT 1 BLOCK 4, LOTS 1 THRU 8 BLOCK 13, LOTS 1 THRU 6 BLOCK 22, LOTS 1 & 2 BLOCK 5, LOTS 1 THRUI9 BLOCK 14, LOTS 1 THRU 30 BLOCK 23, LOTS 1 THRU 11 BLOCK 6, LOTS 1 THRU 18 BLOCK 15, LOTS 1 THRU 41 BLOCK 24, LOTS 1 THRU 19 BLOCK 7, LOTS 1 THRU 14 BLOCK 16, LOTS 1 THRU 41 BLOCK 25, LOT 1 BLOCK 8, LOT 1 THRU 117 BLOCK 17, LOTS 1 THRU 31 BLOCK 9, LOTS 1 THRU 2 BLOCK 18, LOTS 1 THRU 26 431 LOTS OWNER/DEVELOPER: SURVEY R: ENGINEER: SCALE = 1:80 4502 PHILLIPS MAY, 2011 Heath Phillips Investments, LLC Brad Kerr, RPILNo. 4490 Castlegate Drive Kerr Serve ' College Station, TX 77845 P.O. Box LLC 269 ENGINEERING (979) 690-7250 College Station, TX 77841 Kent Laza, P.E. (979) 268-3195 4490 Castlegate Drive College Station, Texas 77845 (979) 690-3141 Fax: (979) 690-1041 SHEET 2 OF 4 TBPE Firm No. F-13130 i 00 • 17'E ---------� - r 1 Im O, �_a i �•�•----� -pe ... - .., - DEACO ROW CON DRIVE 10• o MN BOX oN JUNCTION f 21y DEACON DRIVE m JUNCTION JUNCTION INLET �+ 48' B B ASPi3AL I PVMT INL PHAI.T PVMT - 85' ROW INLET n 3 m INLET Box 48' B -B ASPHALT PVMT - 85' ROW BOX BOX = --- -,„, _, r • _ v x _- _ - .; 5-12 5-12 .,2 .-.. _ -- 12 S-12 S 12 r Mom -5-'12 4 - _ _ - W-12 Y� W-12 W -t2 _ r . 2 I ,. Fes. - - W' - ='i t -t2 _ _ vatwBLE xnoni s -- --- -- -- -- - -- -- -- -.--- --r-- -- - /---------------------- P.U.E. t`I is __8�--�T_-T��T- -P_ r _ C- - - ga. - - g9' 27.00 27.00 27.00 34 50 .50' 27.00 27.00 7.00 \ n / 17.00 27.ao 27.ao 34.50 34.50 27.00 27.00 27.00 34.50• / 1 1 { C 15 1 ( LO K 1 N j I i 1 BLOCK 12 1 { , 1 / ( N47 11V 17'E r �' r' 1 t 0. ( !'' !" :" r' 124.38' d \ (' erg rg erg . r$ rg( .rrg r$rg 1 I I~ I ter$ fir$ v, o o o �I . rg o 12 1 8 2 �I 9 V 2 8 *37Vg6�� 5 "{ 4 ��322`a-1 1{ f 111 ��2��3�� 4 (�M{ 5 M6 M7 �8 9 DRAINAGE / N4z 74' 17'E FI• FI� FI� ((. FI.- FI. EASEMENT / 13 pp 124.38 d o { z I 1 z z z {( 11 m m Iz z z I b g1 M 3 ^� A ^ C70 P.U.EI Pa asp 1 4' 17"E ;, \- Ir- 124.38' bf •.�D ZD.4_ 7.00' Z,D.Q_ �3•?9' -�' .27,40• �7�4D' Z�-.. N x.00 7_00_ 27_00,_ �,`�• 50' �.�' 1•�D' 27,49 �) 4 \ 1t 4 + - 4 _ _ _ ` SEWER LINE � 2 10 t. 10 P.I.I.E. ( 'q�Tz_T4_7TE LOCK 2 INLET �' � -124.38 {, 1SOE c7z ;Z, -- -- -- 10 G "' r T T -r- .-s. f 10 - ,-t . � so 27.00 27-00 7.00 `_ noo z7.00 27.00.:.- ' 3420 o. $• � LOT 1- 14 I I sar 14-17 1v N S4r14.1Tw 5 ! fN COMMERCIAL N4z 14_17'E+ 113.00 / 1 124.38' 0 113.00 1 1 2 $ (o 1 d w fro. 11 �'RACT 3 N 1 1� _ 6 11 / ( I I 1 IN / 531' f N4r 74' 17'E NI fN S4r 14' 17'w I' -� '�- I I S47 14' 77'W `� rt 4.45 ac. 4 N47 14' 17'E 7.00 124.38 113.00 r i 29 e i 28 M 21 M 2 I W I 6 '� M 27'a n 28 "' n 291 v ro 113.00fn I I 7" 12 ;I� �I� 1 I F I 12 L N4r14' ITE `� I '�= ( z .{ f ( 1 m 1 S4r 74 1TW 1 I Ga Oo, fg 15 ' 12&W I S4z 14 1TW Ib 5 O ' 5' - -713_00'- - I P.U.E P.U.E. I- 8 - 1� 13 "' I I I i3 N f .� 200 700' - r]Z49 Z 9� Z,9o' 31,5' a1 �]•� 1=_ 37!241 eo N4r 74 17'E IP+F2 T4'_17'E o Iro I• l I S4r ,4' 17'w \ 1 - a� a n -,24+38 14' 1 TW -8 Tao• s4z- - - - J 1 115.92_ I 1INLET 113.00- 0 13.00' L 10 O o 115.80 o 10 - �,s.eo f 14 10 , N4r 14' ITE INLET "� a In - - - - - JU ON N 14 INLET (`� S42' 14' 17'W ' 16 za.38 a sar141Tw . I� 30 ces Box $ 30 . 19 12 113.00' v C, 00 , _ 7 113.00 , - _ _ - - ` 1 1 10' P.U.E. f - fM ?r _ Y N S4r I4' 17'w to / - _- _\ A,' f 1' 1 I 1 10 M I S4r1417w a, t 13.E 15 3 BLOCK 3_ p� N42 14' ITE ' N4r 14' ITE ,,. 15 113.00• ro dd I„ -- Or M o a- NF 115.92' I124.38 y - I$ 31 IT4-7-17- _9 s' S4z1a17'w 14 °` N 31 S4z 'w O r ho I 11 IN S4r1417W -!2_00'_ - I� 1 ,. F J-13.& 14! S4z 74' 1rw o o M K. 14_77'E , EXISTING 2 91 f BLOCK 8 I N4z14 17'E N 1,3.00' N o „3.00' 16 o f t I 17 I I 124.38• y iq M 16 p 8 32 I� 32 I �I In 1 Z 0' , wAT�ERL l 1 I IN N S4z 14.1 t saz14'17tiv 1N ::E f S4z 14' 1TW S47 14' 1TW N4z 14' ITE cn JUNCTION T = - a •� t 1 113.00' I 1 � 113.00' PHASE Box I - -12 „3.00' d ?- 713.00 s \ _ Lo t _ ? rg q '(-t a o Io' ns.00' I N I 17 r� fm 33 h 17 H 10 INLET 3 ,o' 1 _ IN I"' 33 U a - N s4r ,4• ,7w ta__ 1 14r 17 "� ",- -- -R4r 17'E- 1 p 5"- 5' S4r 14 7TW 113.00' INLET - EASEMENT 1 n ° 0 113.00 _ S4r 14 171N - - r$ a �--- --- is I ,7 fo 113.00' P.U.E-113_00'- 0 2. - Ir: 18 4 1 v : s ,o �' Ir r i 8 n'w ° - - - - '� N S47 14! 1Tw W IM "a 1 INLET s4 a_ 34 34 - M 402 i 1 ' ' 'W : (,0 113.00' F -j � N4z 14 17 E GRAZE L 4, CRATE sar14'17'w sar 4 7 (� 19 W ri P LLE - 1S OA IINLET 1 [ x 19 v 113.00' o ,13.00 0 - ( i -- -- -- - ----- 2 90.92 r-- 9938=-----� �- - - - Ig \ to z14 ,7w 5 0; I ro � - � • BLOCK 2 - a s4r1a17'w s � 35 � 35 sa _ ' ,,; N c7v IN S4r 14' 17'w o - -173_00- - 14. .E 1 5' LOT 2 1 :q BLOCK 13 I - -1,3_00'- _ 1 s4zta•1Tw `' � � � `' 113.00 O 15.00 f I 1 I 1 1� 20 0 $ 113.00 ro a Iiq 20 1$ f P.U.E. COM- N ERCIAL I Fo 6 Mar t4• n'E r1 f 36 36 1 n N - h. IN S4r 14' 17'W N I S4r 14 17'w fN N4r 14' 77'E TRACT 3 I 1 f ,24.38' N I S42'14.171v '" IN S4z1a•_17'w 1 - I 1� f 2 n 0 113.00' '° 113.00' J �� ` { Ic 113.00' l0 173.00' 715.00' f 08 ac. �j o JUNC110N 001 d \ c,I o T 4 ' Naz 14 17'E f N47 14 17'E H /-t I . 21 I$ n vY is 21 vy O ao 115.9= W (c�i Box1 a 37 10' �, I 37 a (N s4r14.17'W f 4.00 124.38' p1 S4z 74. 17'W I„, - INLET f 4 - N I 1 <$ 113.00' S4z 4' 17'w k m- e - - T4` DRAINAGE 713.00' N I I r� N4r 74_77'E a TN d - -1- - \ _ =X33_00 _ -_ I�EASETdENf 22 ,� 0 7 u Im 5 f 124.38' I - - 22 _ - � 1g 38 P. U. ° Ig 38 - - Im 8 20' P.U.E + i y3 (,�� 54r 14. 17'W fM W ( x f 4 U S4r 14' ,TW �t1 IM o 113_00' N4z 14' 17'E - 1 1 113_00' N47 14_17'E 1 O 1 N4r 14_1TE - - -P.U.E. _ _ W X I N4z 14' ,7'E 1 R4r T4` 77'E Im - - b ro of To - $ a• rg 1,5.00' o H 1 f N fi '0 1,3.00 23 I F= 23 173.ao' s 01 - o - I , 1 1s.e2' 7.72• - -��'- - _ � I� � - h 39 � '. Hs5 ` � � � ,� v ,n 39 P.I.I.E. I� ,N 9 1 $ 5 N4z 14' 77'E N N4z 14. 17-E h p Q N4r 14' 17'E - f Naz 14' 17-- = N47 14'_77'E f �N ' 1,3.00' of Ta 4 $ "�) T to 113.00' r 113.00' CI E r o r rg 115.00' 0 1 t n 4HI? 113.00' ! m N4r 14 17'E - g - _ cQi, - - 1� rt 1 N f !m t ki -it;2 � 40 24 Ir: 0 1 N I� 4 1,: 40 a 124 38' ; : N - N 1 14' 17'E N4r 14' t7'E 1 ( f N4z 74 17'E N47 74 ITE h 5 L2zQ CONCRETE VIvIT,24 ROW.L2i, F N4r 14_1TE N42- - - - I I t z 6 o 0 113.00' 113.00' i. - 0 113.00' 0 173.00' q x o 115.00' $� f N4z ,4 ITE i1 N I (t:' 1g of ------ ------- ,o gJ 0 of 10 5' N4r 14 17•E _ _ ^ ^ a. / - " : P U E n� I , m, 2' - 124.38 c �� l^ l at �KS8 m : - - - - 1 �^ 2 �^ 11 I 0 r1 41 5 7 - - 25 - - 41 - "' - - - - - - - - - -------------------------------------------- - �- �r 14 --- �➢ :r� ! JUNCTION f --------/ 0=5 1 0 $ .BLOCK 16 /-------/-------- / < : N4r 14' 1 TE _ _ ,.. - ,;.. :. �. _., , : h N4z 74 n'E � ,1 L_ Ir. Naz 14 ITE � � � - ..- 72a.3s - 8; - - - _ _ T w.. ._ 3 _ is 1 ci .;, .-... .. .,. -,.-: ,15.50 - ,. 115.50 � 0 - .; h 2 Ig 15 a FOXTROT W B ST Dto y BALL STICS DRIVE is r - N N JUN GN h t } r S4r 14' 77'W _--1YE - 0 27' B -B ASPHALT PVMT - ROW N4r 14 ,7'E __ N4T 14 17'E 27 B -B PHAI.i j'vM1 - 50 ROW T v s 115.92 -124.38 - <: ,. 5 115.50'115.50 - f, 4, b _ _ \ 38 B -BAS HALT PVMT - G7 ROW 1 ,, BOX rq -� , :.;. , , - � ,� m coli ..... a 9 1 g0 3 6 a _ / O N4z 14 77 E .,�-. i, -. ,.,. .. \. I°Ti_ _ - '- .:;, ���K�7-- - ,�;.. �:. N4z 14 ITEN4z 14 ITE � ;-. ;'i � �-...- ,_ / t6- Z W 2 ( 124:3a !� Im � 1 , � ; -715_50- � -1,5.50- 21 "1 1 / INLET 5. f OaI 21 - o - - Eo - _ I 10 Eo Fo d Im 1� Fo d fo d o P.U.E. .. o O j t 4 17 - L (� 3 I �4 I� s4r1417'w 1 l; I� S47 14' f,. N4r 1417 e� 1 .. 1 I `� -. , I 1 f� S4r 74' 17'W 1 In S4r1a'179y = I H S4z 14. 171N 724 1 _ 0 173.00' d o 713.00' c N4z 14. 17'E N4r 14' 17-E a o 1,3.00 I'o 113.1 - 115.00' c:�) �' I I ✓" 115.92 to IR 115.50' 115.50' (o o oof I$ 1 1 I 1 I 2 22 _ ro d ra d (� 22 1� 2 2 o BLOCK 25 s • .E IN N O. 14' 17'W I S4r 14' 17'w `� O Ir. 5 N..- (� 18 N s IN s4r 14' 77'w `� saz 14' 17'W `� fN Na21a_77' NI I I m _ f 12438 _ _ -- -- 1 rm 1 I a ,13.00' 1 0 113.00' c1' N N4z ,4' ITE _''` N N4r ,4_,TE - 113.00' r: _, I 173.00' - 0 1,5.00' �1 L LOT 1 f; P.U.E. m 1337 g Z rg 1� -' 115.50' 1,550' f$ u�i Io 3 01 I 1m g 23 � Lo I Lo _ I 0 23 I . 3 `3:;: COMM ERCIAL N - -, 3 (N S4z 74' 17•w m m IN a fN 1_ (: M - -- QI I 6 I . 19 sar14.1TW ,� - - Naz14_n'E d a Im N4z 14_17'E 113.00' t 113.00' N42 14_1TE 115.00' 1 TRACT 4 f 1 511 f 115.94 I- �.-113_00•- i i rm N74z 14 17'E a N4z 74 17'E jm -173_00'- Tg 4 q IM 1.99 ac. f N $ f 13 INLET' fm 24 -,15_50'-P.U.E t .t' -115_50'-I ,m 24 ` ? �- ,N 1� _- I' 1 �4 rL ,A 4 - - 7 ; - h 7 - I�' 20 s4z14 IT -w- (M 4 10' 14 1, I 1 10' - 1 -----� 10 Fo N4z I4_7TE 11 ,, ,Tai ' -113.00-P.U_E N47 14' 17"E « INLET 113.00' - N47 14' 17'E N4r 14_17'E 113.00' BDAS�EIAQJ7 N I N47 11 17'E IN f - 5 ° m 5 rg 1122° 18 1,5.50 ,M 25 fN 5 ars $ 5 n r I 12262' r,• I N4z 14! 17'E 5' 8 0 21 = I 4r 1 '_ o`! N47 74' ITE Cl I N4r 14_17'E o f 15 P.U.E , ! 113.00 N4z -4- 117-E fr N4z 14' ,TE `� 1`r N4r 14 17'E 113. 10' io 115.00' U ' 4' N ' 1,3.00' - - - - 11 00' f IN o« }(j F. C.A. I N4r 14. 17'E _ 1� ,$ 2 ro 71550' f io 715 50' - 2 Ivor vole 1� 6 O 0.04 ac. is f 121.511 IM - 6 IN N4 14 TE IN 9 ,� m 5. 22 M N Nar14_1TE U - o o ;; ' N4z 14. 17'E rA N42 14' 17'E IN N4z 14' 17'E T 4' 'E 4 1 - 7 ' 115.00' f 16 S 113.00 113. 113.00' F N P I I P- - 11550' 115.50' 113_00' g C GTd4iI rN N fb 10 d i d to' rN g (-nacET- fN N47 14! - 1 5' I " _ 1Q42 T4'_77'E uL INLET O (ad 27 ,p ' 23 m� Im 2 P.U.E. N4 1N4 1 4' - �' _ ya T4` _ _N4r 4''t7'E'- 7 1 1$ N I -119.75'- To 13. !: m----aI3A0=- �I550--- -- - - n _ -�0 0 11 �1 I g 20 • P. U. E iv u q f a f 17 28 DRAINAGE `� 10' } 1$ I$ ' 10' �`� DRAINAGE c!i 1,0. to -114" f DRAINAGE 1 3 in N N4r 74_,7'E IM EASEMENT TET �* 11 24 vi 28 fN 9t 7 EASEMENT N4r 14_17-E s Wa 1 fM EASEMENT N4z 74_1 TE -- -- x'''777 C4 1 118.52' I 113.00' N4r 74_1TE N47 74 ITE N4r 14' 17'E N4z 74' 17'E 113.00 d $ 1 EXISTING 20' PUE ( - o I 18 0� 1� o P.U.E. 113.00' meq, To P.UE 115 DQE d *� o P.U.E 115.50 DRAINAGE rg 5' 113.00' �, T$ 9 0 9 1 BLOCK 25 7233/93 f n O N I Naz 14' 17'E N <. M - f� 29 N fn 12EASEMENr a In 25 EASEMENT In P.U.E 29u� I N4r14_n'E LOT 2 117.411 ` r N N4z 14_1TE N N4r 14' ITE `� N4r 14' 17'E N N4z 14_77'E U 5'- N4z 14_1TE P.U.E 715.00' 5' GRAS = y N p '� 17- 115.50' 0 115.50' 113.00' % 113_00' f P.U.E. 001 I INLET I °. COMiVERCIAL � f 19 � -- -- ro � � fo � � � ,o � rg � o -- --- � � 10 1 Il N I Nar14' n'E I" 10 f^ 30 �. 1r. 30 v 10 N4 ,4' t , TRACT 4LO i I N N4r14'17'E '� 13 m 26 N4z 74_17'E o I 1 N c I 20 g NI 17"E ,' I$ 113.00' Y �_-------�/ BLOC L8 / 1^ 113.00' ,o N47 IV 7'E Q IN 11 I 5.51 ac. 1 x. Z M a 2' k K N47 14_77E 1 1 1 11 3 3 I 11 •Ia4z' 114` 77�• '` � .:_ . - a; . � , . ? ,:. ' .: _ .x - " � 112.00' _ _ n N n N • _ . NI ,' ;. >>. N ho Luuj-ttg.-la N4r 14 ITE ,,._ - N4z ,4 ITE d .-_._ j`•' d 113.00 0 113.00 I 0 q - I I. >s� a o m 21 - f - - N W. n r sr A - P. N4r 4 7 Ln 12 - I 12 L23 L18 - a Nat 74. 77'E I ° „5.00' - - 64.50 _ - - 713.95' - - - I M I 0 PHA 22 -9 4 1. -50'- 27.00 27.00 34.50 34.50 27-0611 27-0011 7.00 O 17.00 27-00 z7-00 34.50 -50� 27.00' 27.00' 34.550 s v lam'• 13 bo N N4r 14_17'E "'f N 1r I 1 I5' B CK 17 1 \ o / 1 1 5• ( .•WP4 fM N4r 14 77'E 11291' n C m m is 5.26' u _ 2 x P.I.I.E. �F-r P.O.E2 W 0 115.00' �c Im 400 0 MI 23 ri47 \ `` r IMI. M M I f Nh� f ( W W IM I r M ( \ '. fN 14i : I� N' a - a '� "� "� v co 4 f N4r14_77'E `� � 13 14 015' r$ 16 IM 17 M18 �M19' rM 2 i w `:. I 0 ,q <rM �r r$ ter$ mrM W 115.00' I f - -I- - 1- ( d (2 19- 18 171' 16 15' 14' 131 "t o \ �I- �� �� �1� `*I� �I� �I' 1 �" , I'" I' I' 31� a1al�1- a C7 I$ 15 f EXISTING 1 W I 24 ° F' �� T.' F" a`� �� r•" r:� F� �'- r•� N 1 1 V J "� 1 I z z I I z z I 1 N47 14' 17'E SEWER UNE & N4r 14' 17'E f f m v, m z z z z z 115.00' 1 N rz I „ZS 1 s P.u.E I I (\ ( BL C i�U.E { I Ig s N I N4r 14' , 7'E 50 00' 2200' 3439' �4'_ 37 2 3702 �QO� W <17 00 02 OQ 34.50' 50'- 27.42 27 3j,50 126.37. I lei 1 26 N47 14_1 TE JUNCTION m 138.63' JUNCTION SNIPER DRIVE BOX 27' B -B ASPHALT PVMT - 50' Row - 1 Cyt Box 5' P.U.E. 5' P.U.27 VIAND C% L3 I n t 1 1 -R42•_Y 1/ G !-- i--- T T T -Y-. �. �,-.. T` - _156,78•- 12 27_00 27_00 3200 32-00 27.00 27.00 3200 32-00 27.00 27.00 44. .50 27.00 27.00 32-00 3200 27.00' 3200 32 W 27.00 27.00 7.00 17 5 f f o �,. . C.A - 40' \ �g- N 28 �\ { 1 I I DRAT ( I { I BL CK 20 11 1� N4z14_17'E a I N f C142 0.0 ac. EAS ENT p . 1 sr -s Eo 115.00' _ 1 14 11 E C! I .,74.46' - C52 * . '•�. 1 CIO 13:_ -I '� _ v. 1 1 v- '�- 1 "•a v- v ( ae�i- '�- I `e In 18 nod 29 r;,. . toy I :7� _ rN IM to I'� . r IB I; . IW r . r� I� r . ro '" 70' IN N4r 14 17'E N I ``' �� ; m 1 m� 2 ao 3 4 5 mm 6 7 m 8 �10�g11�< 121 ��° ,� �3 �c114 C415 16 117 .-18�.= 19 j, `1' 20 ��21�022' 0 231 f t � INLET � L 115.00 �' I I y - _ N4r 14' 17'E _ _ 4 a II: alp alp "I.I� �� I�I��1� "I: "lI^ `"I�I� I 184.53 "I�I^ �l� al'- �I�� I8 C.A. . J11 a F v •- h �' �'- a F F 1 F R� { h F F F 1` h z h f i FLOCK 14 30 10' P.U.E. z 1 z z z 1 z z z z z z z / z z I z { I _ '•, t- 19 -` I 0.06 N- 2 P.U.E -- -- - -- -- -- - �-- Et - FT4z 74 77-E y L21.s8'_ LQ 2 --� -- - -- --'1 ------------1- - (--- -- --� /83 --1 J G R • S S 5 - J5 5494.8 5 S r d -S =2 / - 50.00' S0' 27.00' 27.00 32 00 3200' 27.00 27.00 3200' 3200' 27.00 27.00' 44.5f1 : 5• ' -3ZW 2I OD 527.00 4 5 67 D0 t5. 117.L38 N4 0 5 ' 5 " �' 4 9.64' �� N41° 12'34"E �' 517.3710 4 C A. - SIWER S NE 1.50• _ 39 3A :l I 0.10 ac.o S22 3k�6 �g9 POINT OF r=, I BEGINNING BUENA VIDA 1 E-+ o I WILLIAMSGATE COON ARBA NO. 6 N N N N NN w Q I SUBDI ISION 1 I SUBDMSION OP84 dCR83 �„ ON r, o° o N Z 1 1 I I I w n w w I I I 1 I I 1 PHASE 1 w THE BARRACKS N N w 7705/206 SUBDIVISION V c PHASE 2 / - - - - - - N Ser(yea11i: Drive THE BARRACKS r� 50 / nEFER LOOP SUBDIVISION'NIEN PHASE 1 27' B L P,�VE;vlE;\�T WIDTH (50' RIGHT-OF-WAY) '- 70 N N L � ON1 I 1 N cn i ' ( O° t� N/F OSAGE, LTD 12.40 ACRE TRACT 1130/570 ZONED A-0 CITY OF COLLEGE STATION MONUMENT NO. 117 80 40 S if GENERAL NOTES: 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION. CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2. THIS PROPERTY IS CURRENTLY ZONED PDD. THE RESIDENTIAL LOTS AND COMMERCIAL TRACTS WILL MEET ALL REQUIREMENTS OF THE APPROVED PDD ZONING. 3. BLOCK LENGTHS OF UP TO 1000 FEET WILL BE PERMITTED ON TWO BLOCKS DESIGNATED AS SF BLOCK 8 AND TH BLOCK 14. A BLOCK ALONG DEACON DRIVE DESIGNATED AS DP BLOCK 1 WILL BE PERMITTED UP TO 1250 FEET. 4. DEAD-END STREETS IN RESIDENTIAL AREAS ARE PERMITTED UP TO MAXIMUM OF 100 FEET IN LENGTH. THE DEAD-END ALLEY ADJACENT TO COMMERCIAL TRACT 4 SHALL EXTEND TO THE PROPERTY LINE (APPROXIMATELY 110 FEEi). 5. WHEN THERE ARE MORE THAN 30 LOTS TO BE SERVED BY EXTERNAL STREET CONNECTIONS, A MINIMUM OF TWO CONNECTIONS TO EXTERNAL PAVED PUBLIC STREETS SHALL BE REQUIRED. A REMOTE EMERGENCY ACCESS IS PERMITTED TO SERVE AS ONE OF THESE CONNECTIONS. TWO STREET CONNECTIONS TO EXTERNAL PAVED PUBLIC STREETS SHALL BE REQUIRED WHEN 100 OR MORE LOTS ARE SERVED. 6. BUILDINGA FOLLOWS: SETS CKS SHALL BE AS a. SINGLE FAMILY (DETACHED) RESIDENTIAL DEVELOPMENT -FRONT SETBACK DISTANCE - 20 FT WITHOUT REAR ACCESS, 15' WITH REAR ACCESS *REAR SETBACK DISTANCE - 20 FT *SIDE SETBACK DISTANCE - 5 FT *STREET SIDE SETBACK DISTANCE - 15 Fr b. TOWNHOME DEVELOPMENT *FRONT SETBACK DISTANCE - 20 FT WITHOUT R6 kR ACCESS, 15' WITH REAR ACCESS •REAR SETBACK DISTANCE - 20 FT •STREET SIDE SETBACK DISTANCE - 15 FT *SIDE SETBACK DISTANCE - 5 FT *COMMON AREA SIDE SETBACK DISTANCE - 5 FT c. COMMERCIAL DEVELOPMENT *THE REAR SETBACK FOR SELF STORAGE STRUCTL RES ADJACENT TO A PUBLIC ALLEY OR COMMON AREA WILL BE 5 FEET. 7. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPP NG DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION AND FIELD SURVEY DATA. 8. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). 9. STORM WATER DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE AND SHALL BE CONSTRUCTED WITH PHASE 100. TEMPORARY PRIVATE DRAINAGE EASEMENTS FOR ETENTION PONDS THAT WILL BE ON UN -PLATTED PROPERTY SHALL BE PROVIDED GIVING THE HOA PERMISSION TO ENTER THE PO' D AREAS FOR MAINTENANCE PURPOSES. 10. PHASES 100-107 AND 200-202 SHALL BE PUTTED AND CONSTRUCTED USING TWO INDEPENDENT SEQUENCES, BUT WITHIN EACH SEQUENCE THE PHASES SHALL PROCEED IN NUMERICAL ORDER. PHASES 300, 400, 401 AND 402 ARE ALLOWED TO BE PLATTED AND CONSTRUCTED INDEPENDENTLY, IN NO PARTICU ORDER. IF PHASE 401 HAS NOT BEEN PLATTED AND CONSTRUCTED AT THE TIME PHASE 104 IS SUBMITTED FOR PLATTING, BOTH11HASES MUST BE PLATTED AND CONSTRUCTED CONCURRENTLY. 11. PHASE 100 SHALL BE THE INITIAL PHASE CONSTRUCTED IN THE SUBDIVISION AND SHALL INCLUDE THE ENTIRE SEGMENT OF DEACON DRIVE SHOWN ON COLLEGE STATION ISD PROPE(TY. CSISD MUST SIGN ALL FINAL PLATS THAT INCORPORATE A PORTION OF THEIR PROPERTY. 12. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF DEACON DRIVE, TOWERS PARKWAY, HOLLEMAN DRIVE SOUTH & GENERAL PARKWAY. FIVE FOOT SIDEWALKS THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF ALL OTHER STREETS. FIVE FOOT SIDEWALKS SHALL ALSO BE REQUIRED ON THE ADJACENT SIDES OF OLD WELLBORN ROAD AND HOLLEMAN DRIVE SOUTH. 13. LEFT TURN MOVEMENTS WILL BE REQUIRED AT INTERSECTIONS OF ALL MAJOR & MINOR COLLECTORS. ADDITIONAL RIGHT-OF-WAY AND PAVEMENT WIDTH MAY BE REQUIRED IN TH SE LOCATIONS TO ACCOMMODATE THE TURN LANES. 14. THE INTERSECTION OF HOLLEMAN DRIVE SOUTH AND DEACON DRIVE WILL REQUIRE ACCOMMODATIONS FOR TURNING MOVEMENTS INCLUDING LEFT HAND TURN LANES AND ACCEL pECEL LANES. THESE WILL BE ANALYZED AND INCLUDED WITH PLANS FOR PHASE 100: 15. DEACON DRIVE, GENERAL PARKWAY AND TOWER PARKWAY SHALL HAVE BIKE LANES. 16. EACH SINGLE-FAMILY AND TOWNHOME LOT WI PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 INCH CALIPER TREE PER ORDINANCE 3222. 17. ALL DUMPSTER PADS AND SCREENING SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAYS OR ALLEYS. 18. TOWNHOME LOTS TAKING ACCESS TO PUBLIC S EFTS MUST COMPLY WITH RESIDENTIAL DRIVEWAY WIDTHS AND RADIUS STANDARDS. 19. THE BARRACKS 11 SUBDIVISION LIES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA. LEGEND 300 EXISTING CONI OUR _S_S_ EXISTING SANITARY SEWER LINE PIAT BOUNDARY _W_W_ EXISTING WATERLINE PHASE LINE S -e PROPOSED 6 SANITARY SEWER LINE - - LOT LINE s-8 PROPOSED 8" SANITARY SEWER LINE PROPERTY CORNER G PROPOSED SEWER MANHOLE O I {------------ EASEMENT LIE w-6 PROPOSED 6 WATERLINE w -s PROPOSED 8" WATERLINE ROW LINE w-12 PROPOSED 12" WATERLINE SIDEWALK ®11x4- PROPOSED FIRE HYDRANT COMMON AR -Sr-24 ST -24 PROPOSED STORM SEWER -' _ I ® PROPOSED STORM INLET PARKLAND l S' l Y ' , 2 r PRELIMINARY PLAN THE BARRACKS II SUBDIVISION �108.91 ACRES CRA ORD BURNETT LEAGUE, A-7 COLLEGE NATION, BRAZOS COUNTY, TEXAS PHASE 100 = 18.997 AC. PHASE 105 = 4.765 AC. PHASE 202 = 5.448 AC. PHASE 101 = 10.828 AC. PHASE 106 = 3.700 AC. PHASE 300 = 10.097 AC. PHASE 102 = 6.121 AC. PHASE 107 = 4.190 AC. PHASE 400 = 5.512 AC. PHASE 103 = 3.922 AC. PHASE 200 = 5.557 AC. PHASE 401 = 6.621 AC. PHASE 104 = 6.629 AC. PHASE 201 = 3.845 AC. PHASE 402 = 12.680 AC. BLOCK 1, LOT 1 BLOCK 10, LOTS 1 THRU 22 BLOCK 19, LOTS 1 THRU 31 BLOCK 2, LOTS 1 THRT�j 13 BLOCK 11, LOTS 1 THRU 11 BLOCK 20, LOTS 1 THRU 23 BLOCK 3, LOTS 1 THRL�j 10 BLOCK 12, LOTS 1 THRU 12 BLOCK 21, LOT 1 BLOCK 4, LOTS 1 THRLI 18 BLOCK 13, LOTS 1 THRU 6 BLOCK 22, LOTS 1 & 2 BLOCK 5, LOTS 1 THRU 9 BLOCK 14, LOTS 1 THRU 30 BLOCK 23, LOTS 1 THRU 11 BLOCK 6, LOTS 1 THRU 18 BLOCK 15, LOTS 1 THRU 41 BLOCK 24, LOTS 1 THRU 19 BLOCK 7, LOTS 1 TBRTJ, 14 BLOCK 16, LOTS 1 THRU 41 BLOCK 25, LOT 1 BLOCK 8, LOT 1 THRU X17 BLOCK 17, LOTS 1 THRU 31 BLOCK 9, LOTS 1 THRt 22 BLOCK 18, LOTS 1 THRU 26 431 LOTS OWNER/DEVELOPER: SURVEYOR: ENGINEER: SCALE = 1:80 LS No. 4502 PHILLIPS MAY, 2011 Heath Phillips Investments, LLC Brad Kerr, RP 4490 Castlegate Drive Kerr Surve College Station, TX 77845 P.O. B b LLC ENGINEERING 269 (979) 690-7250 College Station, TX 77841 Kent Laza, P.E. (979)26 -3195 4490 Castlegate Drive College Station, Texas 77845 (979) 690-3141 Fag: (979) 690-1041 SHEET 3 OF 4 TBPE Firm No. F-13130 0.03 ac. N42° 14' 17T 3402.74' ,i i� - u1 - - -� - f - I9 BLOCK 7 N47 14' WE Fo 115.00' h 2 IN N4r14'17'E fr Eo 115.00' I h 3 '77. N4r 14117E fv 1 Eo 115.00' h 4 IN N47 14! WE PF' L 115.00' 1 I i� 5 P N4r 14117E Ir p„LI.E, 0 6 To 1115.00' i Ir 7 N4r j4117E I$ 115.00• g a 14! WE nE {0 115.00' 10' }� L--- 7 / i� 10 2 f I� I N42 14. 17E I 115.00' T$ rz 11 I , N4r• WE To 115.00' IN 12 N4r14'17E To 115.00' g IC! 13 N N4r141 17E 115.00' 17.E 14 _ f; i DEACON DRIVE m INLET 48' B -B ASPHALT PVMT 85' ROW --- ---- =-- �--- 82oo_--I r_ s9 -m----- - 1- - - ''i I I BLOCK 12 N4r14' 17E X18 11 12 / $ 124.38' I� I 2 �I^DRAINAGE / bN4r 14117E N EASEA+E� / 13 � - 12 � ' N42: 14' 17E _39.31L r 1� 124.38' 0' INL10, ET 10' P.U.E.lI TPTr TV- 17'r 1V - I p - -124.38'- 14 N47 14' 17E JUNCTION i ,[ 6 BOX 5.31' N4r 14. 17E o JUN ON 10' BOX 'i INLET �T m 1 9g 8 7 6I 5 <I�1 �C70 I I DEACON DRIVE JUNCTION INLET BOX m INLET � m 48' B -B ASPHALT PVMT - BS' ROW C �LO.JK 11 ( I 3I� 2M 11 I i 11�$ 2i 3 4 It 5 6M S �I� 9 I Z z � � 1ZI� P.U.Fq I P.U.E. I C1181 i; . rn• 07 m• 7 m' ✓ N -. ,7 nn 97 rn' 97 rn' 'iA rn'. rtn' 07 M• 97.fl(1' 27.00' 8.50 m � LEGEND CURVE TABLE CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C1 204.79' 468.50' 025' 02' 43" 104.06' 203.17' N55' 26' 04"E C2 . 33.76' 25.00' 077*22' 32" 20.02' 31.25' N04 14' 45'E C3 35.50' 25.00' 081' 21' 45" 21.49' 32.59' N87 55' 10'E C4 41.76' 24.26' 098' 38' 15' 28.22' 36.79' S08' 36' 19"E C5 35.50' 25.00' 081' 21' 45" 21.49' 32.59' N82- 55' 10"E C6 43.02' 24.99' 098' 38' 15" 29.07' 37.90' SOT 03' 27"E C7 35.20' 25.00' 080' 40' 01" 21.23' 32.36' N&T 16' 02'E C8 39.57' 25.00' 090' 41' 44" 25.31' 35.57' NOT 24' 51'W C9 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SBT 14' 17'W C10 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 45' 43"W Cil 39.27' 25.00' 090. 00' 00" 25.00' 35.36' SBT 14' 17'W C12 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 45' 43"W C13 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N87" 14' 17"E C14 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SOT 45' 43"E C15 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NST 14' 17"E C16 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SOT 45' 43"E C17 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N8T 14' 17'E X18 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 45' 43"W C19 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SBT 14' 17"W C20 39.27' 25.00' 090' 00' 00' 25.00' 1 35.36' NOT 45' 43'W C21 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S8T 14' 17"W C22 39.27' 25.00' 09V 00' 00" 25.00' 35.36' NOT 45' 43`W C23 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N8T 14' 17"E C24 39.25' 25.00' 089' 57' 35" 24.98' 35.34' SOT 44' 30"E C25 39.29' 25.00' 090' 02' 25" 25.02' 35.37' N8T 15. 30"E C26 39.25' 25.00' 089' 57' 35" 24.98' 35.34' SOT 44' 30"E C27 39.29' 25.00' 090' 02' 25" 25.02' 35.37' N87* 15' 30"E C28 39.25' 25.00' 089' 57' 35" 24.98' 35.34' SOT 44' 30"E C29 39.29' 25.00' 090' 02' 25" 25.02' 35.37' NBT 15' 30"E C30 39.25' 25.00' 089' 57' 35" 24.98' 35.34' NOT 44' 30"W C31 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N87* 14 17"E C32 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N07 45' 43"W C33 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S8T 14' 17'W C34 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SOT 45' 43"E C35 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 45' 43"W C36 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N87" 14' 17"E C37 39.27' 25.00' 09V 00' 00' 25.00' 35.36' S8T 14' 17"W C38 17.52' 25.00' 040. 09' 20" 9.14' 17.16' S2T 41' 03"E C39 148.62' 50.00' 170' 18' 39" 589.93' 99.64' S87* 14' 17V C40 17.52' 25.00' 040' 09' 20' 9.14' 17.16' N2T 09' 37"E C41 57.10' 50.00' 065' 25' 40" 32.12' 54.04' NW 47' 48"E C42 37.74' 50.00' 043' 15' 08" 19.82' 36.85' N89' 08' 12"E C43 53.78' 50.00' 061' 37' 51" 29.82' 51.23' S38' 25' 18"E X44 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S87* 14' 17'W C45 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 45' 431W C46 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S8T 14' 17V C47 26.80' 225.00' 006' 49' 28" 13.42' 26.78' N51' 10' 271W C48 32.63' 225.00' 008' 18' 29" 16.34' 32.60' N58' 44' 25"W C49 28.53' 225.00' OOT 15' 59' 1 14.29' 28.52' 1 N66' 31' 39V C50 30.12' 225.00' OOT 40' 15" 15.08' 30.10' 1 N73' 59' 46"W 1 9g 8 7 6I 5 <I�1 �C70 I I DEACON DRIVE JUNCTION INLET BOX m INLET � m 48' B -B ASPHALT PVMT - BS' ROW C �LO.JK 11 ( I 3I� 2M 11 I i 11�$ 2i 3 4 It 5 6M S �I� 9 I Z z � � 1ZI� P.U.Fq I P.U.E. I C1181 i; . rn• 07 m• 7 m' ✓ N -. ,7 nn 97 rn' 97 rn' 'iA rn'. rtn' 07 M• 97.fl(1' 27.00' 8.50 JOHN WHEELER BARGER, TRUSTEE 29.175 ACRE TRACT 7583/90 ZONED A-0 Flli i� RAW i RK m � LEGEND CURVE TABLE CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C51 C52 4.79' 12.59' 225.00' 175.00' 001' 13' 07' 004 07' 24' 2.39' 6.30' -4.79' ',x.59'7 N78' 26' 26"W . N76' 59' 18'W C53 18.72' 175.00' 006' 07' 47" 9.37' I$ 71' N51' 33' 19"W X54 93.34' 175.00' 030' 33' 35" 47.81' 92.24' N6T 46' 13"W C55 93.34' 175.00' 030' 33' 35" 47.81' 32.24' N63' 46' 13-W C56 93.34' 175.00' 030' 33' 35" 47.81' 92.24' N63' 46' 13"W C57 122.87' 225.00' 031' 17' 17" 63.01' 1,21.35' S63' 24' 21"E X59 81.22' 225.00' 020' 40' 53" 41.05' 80.78' S58' 49' 52"E C60 42.86' 25.00' 098' 13' 14" 28.87' 37.80' S20' 03' 41"E C61 28.77' 125.00' 013' 11' 21' 14.45' 28.71' S39 38' 371W C62 64.97' 175.00' 021' 16' 21' 32.87' f4.60' S31' 36' 07"W C63 35.20' 25.00' 080' 40' 10" 21.23' 32.36' S61- 18' 01 "W C64 93.47' 175.00' 030' 36' 11" 47.88' 92.36' N63' 03' 48"W C65 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 45' 43'W C66 39.27' 25.00' 090' 00' 00" 25.00' 15.36' S8T 14' 171W C67 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 45' 43V C68 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N8T 14' 17"E C69 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SOT 45' 43"E C70 17.36' 25.00' 039' 47' 31" 9.05' 17.02' S27 20' 32V C71 39.27' 25.00' 090' 00' 00' 25.00' 35.36' SOT 45' 43"E C72 13.09' 25.00' 030' 00' 00' 6.70' 12.94' S3T 45' 43"E C73 39.27' 25.00' 090' 00' 00' 25.00' 35.36' SOT 45' 43"E C74 39.27' 25.00' 090' 00' 00' 25.00' 35.36' N8T 14. 17"E C75 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 45' 43V C76 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S87' 14' 17V C77 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SOT 45' 43"E C78 39.27' 25.00' logo- 00' 00" 25.00' 35.36' N87- 14' 17"E C79 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 45' 43"W C80 39.27' 25.00' 090' 00' 00' 25.00' 35.36' SOT 45' 43"E C81 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S87' 14' 17V C82 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 45' 43"W C83 39.27' 25.00' 090' 00' 00' 25.00' 35.36' NOT 45' 43"W C84 39.27' 25.00' 090' 00' 00' 25.00' 35.36' SOT 45' 43"E C85 39.27' 25.00' 090' 00' 00' 25.00' 35.36' NOT 45' 43"W X85 39.27' 25.00' 090' 00' 00' 25.00' 35.36' N8T 14' 17"E C86 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 45' 43"W C87 39.27' 25.00' 090' 00. 00" 25.00' 35.36' SOT 45' 43"E C88 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S87* 14' 17'W C89 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N87 14' 17"E C90 39.27' 25.00' 090' 00' 00' 25.00' 35.36' NOT 45' 43"W C91 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SOT 45' 43"E C92 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S8T 14' 17"W C93 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S87 14' 17'W C94 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N87" 14' 17"E C95 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 45' 431W C96 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N8T 14' 17"E C97 39.27' 25.00' 090' 00. 00" 25.00' 35.36' NOT 45' 43"W X98 39.27' 25.00' 090' 00. 00" 25.00' 35.36' S8T 14' 17"W C99 39.27' 25.00' 090' 00. 00" 25.00' 35.36' S8T 14' 17"W Cloo 39.27' 1 25.00' 1 090' 00' 00" 25.00' 35.36' S8T 14' 17"W JOHN WHEELER BARGER, TRUSTEE 29.175 ACRE TRACT 7583/90 ZONED A-0 Flli i� RAW i RK m � LEGEND CURVE TABLE CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING'" X101 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S87' 14' 17"W C102 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S8T 14' 17"W C103 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N87" 14' 17"E C103 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SOT 45' 43"E C104 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SOT 45' 43'E C705 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SOT 45' 43"E C106 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N87* 14 17"E C107 39.27' 25.00' 090' 00' 00' 25.00' 35.36' N87* 14' 17"E C108 17.36' 25.00' 039' 47' 31" 9.05' 17.02' N62' 08' 03'E C109 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S8T 14' 17'W C110 13.09' 25.00' 03V 00' 00" 6.70' 12.94' S6T 45' 43"E C111 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S87' 14' 17"W C112 39.27' 25.00' 090' 00. 00" 25.00' 35.36' SO2' 45' 43"E C113 39.27' 25.00' 090' 00' 00' 25.00' 35.36' S8T 14' 17"W C114 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SOT 45' 43"E C115 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S87' 14' 17"W C116 39.27' 25.00' 09V 00' 00" 25.00' 35.36' N87 14' 17'E C117 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 45' 43"W C118 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 45' 43"W C119 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S8T 14' 17"W C120 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SOT 45' 43"E C121 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N8T 14' 17"E C122 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N8T 14' 17"E C123 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SOT 45' 43"E C124 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S87' 14' 17'W C125 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N8T 14' 17"E C126 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 45' 43'W C127 39.29' 25.01' 090' 00' 00" 25.01' 35.37' NOT 18' 36"E C128 38.83' 24.72' 090' 00' 00" 24.72' 34.96' SOT 18' 18"E C129 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S8T 14' 17"W C130 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SOT 45' 43"E C131 39.27' 25.00' 090' 00' 00" 25.00' 35.36' N8T 14' 17"E C132 39.27' 25.00' 090' 00' 00" 25.00' 35.36' SO2' 45' 43"E C133 39.27' 25.00' 090' 00' 00" 25.00' 35.36' S8T 14' 17'W C134 39.27' 25.00' 090' 00' 00" 25.00' 35.36' NOT 45' 43V C135 75.65' 617.50' OOT 01' 10" 37.87' 75.61' S38' 43' 42'W C136 65.24' 532.50' OOT 01' 10" 32.66' 65.20' S38' 43' 42'W C137 75.65' 617.50' OOT 01' 10" 37.87' 75.61' N38' 43' 42"E C138 65.24' 532.50' OOT 01' 10" 32.66' 65.20' N38' 43' 42'E C139 39.27' 25.00' 090' 00. 00" 25.00' 35.36' N8T 14' 17"E C140 39.27' 25.00' 090' 00' 00" 25.00' 35.63' NOT 45' 43'W C141 22.07' 125.00' 010' 06' 55" 11.06' 22.04' S37 10' 50"W X142 6.71' 125.00' 003' 04' 26" 3.35' 6.71' S30' 35' 09"W JOHN WHEELER BARGER, TRUSTEE 29.175 ACRE TRACT 7583/90 ZONED A-0 Flli i� RAW i RK GENERAL NOTE.��s' 1. THE BEARING SYSTE SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION'. CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2. THIS PROPRRI TY IS CURRENTLY ZONED PDD. THE RESIDENTIAL LOTS AND COMMERCIAL TRACTS WILL MEET ALL REQUIREMENTS OF T I E APPROVED PDD ZONING. 3. BLOCK LENGTHS OF UP TO 1000 FEET WILL BE PERMITTED ON TWO BLOCKS DESIGNATED AS SF BLOCK 8 AND TH BLOCK 14. A BOCK ALONG DEACON DRIVE DESIGNATED AS DP BLOCK 1 WILL BE PERMITTED UP TO 1250 FEET. 4. DEAD-END STREETS IN RESIDENTIAL AREAS ARE PERMITTED UP TO MAXIMUM OF 100 FEET IN LENGTH. THE DEAD-END ALLEY ADJACENT TO COMMERCIAL TRACT 4 SHALL EXTEND TO THE PROPERTY LINE (APPROXIMATELY 110 FEET). 5. WHEN THERE ARE MORE THAN 30 LOTS TO BE SERVED BY EXTERNAL STREET CONNECTIONS, A MINIMUM OF TWO CONNECTIONS TO EXTERNAL PAVED PUBLIC STREETS SHALL BE REQUIRED. A REMOTE EMERGENCY ACCESS IS PERMITTED TO SERVE AS ONE OF THESE CONNECTIONS. TWO STREET CONNECTIONS TO EXTERNAL PAVED PUBLIC STREETS SHALL BE REQUIRED WHEN 100 OR MORE LOTS ARE SERVED. 6. BUILDING SETBACKS 'SHALL BE AS FOLLOWS: a. SINGLE FAMILY (DETACHED) RESIDENTIAL DEVELOPMENT -FRONT SETBACK DISTANCE - 20 FT WITHOUT REAR ACCESS, 15' WITH REAR ACCESS *REAR SETBACK DISTANCE - 20 FT -SIDE SETBACK DISTA CE - 5 FT *STREET SIDE SETBAC (DISTANCE - 15 FT b. TOWNHOME DEVELOPMENT -FRONT SETBACK DISTANCE - 20 FT WITHOUT REAR ACCESS, 15' WITH REAR ACCESS -REAR SETBACK DISTANCE - 20 FT -STREET SIDE SETBACP DISTANCE - 15 FT *SIDE SETBACK DISTA E - 5 FT -COMMON AREA SIDE ETBACK DISTANCE - 5 FT c. COMMERCIAL DEVEL PMENT -THE REAR SETBACK tuK SELF STORAGE STRUCTURES ADJACENT TO A PUBLIC ALLEY OR COMMON AREA WILL BE 5 FEET. 7. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION AND FIELD SURVEY DATA. 8. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). 9. STORM WATER DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE AND SHALL BE CONSTRUCTED WITH PHASE 100. TEMPORARY PRIVATE DRAINAGE EASEMENTS FOR DETENTION PONDS THAT WILL BE ON UN -PLATTED PROPERTI' SHALL BE PROVIDED GIVING THE HOA PERMISSION TO ENTER THE POND AREAS FOR MAINTENANCE PURPOSSES. 10. PHASES 100-107 AND 200-202 SHALL BE PLATTED AND CONSTRUCTED USING TWO INDEPENDENT SEQUENCES, BUT WITIHIN EACH SEQUENCE THE PHASES SHALL PROCEED IN NUMERICAL ORDER. PHASES 300, 400, 401 AND 402 ARE ALLOWED TO BE PLATTED AND CONSTRUCTED INDEPENDENTLY, IN NO PARTICULAR ORDER. IF PHASE 401 HAS NOT BEEN PLATTED AND CONSTRUCTED AT THE TIME PHASE 104 IS SUBMITTED FOR PLATTING, BOTH I PHASES MUST BE PLATTED AND CONSTRUCTED CONCURRENTLY. 11. PHASE 100 SHALL BE THE INITIAL PHASE CONSTRUCTED IN THE SUBDIVISION AND SHALL INCLUDE THE ENTIRE SEGMENT OF DEACON DRIVE SHOWN ON COLLEGE STATION ISD PROPERTY. CSISD MUST SIGN ALL FINAL PLATS THAT INCORATE A PORTION OF THEIR PROPERTY. ORP 12. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF DEACON DRIVE, TOWERS PARKWAY, HOLLEMAN DRIVE SOUTH & GENERAL PARKWAY. FIVE FOOT SIDEWALKS THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF ALL OTHER STREETS. FIVE FOOT SIDEWALKS SHALL ALSO BE REQUIRED ON THE ADJACENT SIDES OF OLD WELLBORN ROAD AND HOLLEMAN DRIVE SO TH. 13. LEFT TURN MOVEMENTS WILL BE REQUIRED AT INTERSECTIONS OF ALL MAJOR & MINOR COLLECTORS. ADDITIONAL RIGHT -01- WAY AND PAVEMENT WIDTH MAY BE REQUIRED IN THOSE LOCATIONS TO ACCOMMODATE THE TURN LANES. 14. THE INTERSECTION , F HOLLEMAN DRIVE SOUTH AND DEACON DRIVE WILL REQUIRE ACCOMMODATIONS FOR TURNING M()VEMENTSj INCLUDING LEFT HAND TURN LANES AND ACCEL/DECEL LANES. THESE WILL BE ANALYZED AND INCLUEED WITH PLANS FOR PHASE 100. 15. DEACON (3RIVE, GE ERAL PARKWAY AND TOWERS PARKWAY SHALL HAVE BIKE LANES. 16. EACH SINOLE-FAMIL AND TOWNHOME LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 CH CALIPER TREE PER ORDINANCE 3222. 17. ALL DUMPSTER PAD AND SCREENING SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAYS OR ALLEYS. 18. TOWNHOME LOTS T ING ACCESS TO PUBLIC STREETS MUST COMPLY WITH RESIDENTIAL DRIVEWAY WIDTHS AND RADIUS STANDARDS. 19. THE BARRACKS II S BDMSION LIES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA. m � LEGEND w B a PHALT PVMT JUNCTION JUNCTION INLET 48' . .. _ BOX BOX PHASE LIN • s -s PROPOSED 6" SANITARY SEWER LINE 12 g .. `x F ,. S 12 ... _ , . . e : , . - c •, .. _ -_ S-12 1 5-12 1z 1z S- 2 ----- - - p PROPERTY CORNER C PROPOSED SEWER MANHOLE -12 W-12 W-12 --------------- ------------ EASEMENT LINE w-6 PROPOSED 6" WATERLINE r = ?:--------------- -------� _ VN2IABLE VA P.u.E �I ROW LINE W-12 PROPOSED 12" WATERLINE -0 : ; SIDEWALK ®F+4 PROPOSED FIRE HYDRANT 1' " i. COMMONREA -ST-24 Sr -z4- PROPOSED STORM SEWER PARKLAND) ® PROPOSED STORM INLET 12 EXLSIING 18' 't Lu BLOCK 22 I M 10, LOT 1 80 I 40 0 80 i 14'17'w _ COMMERCIAL I I' a 13.00• v TRACT 3 SCALE IN N I 11,., ,7 � � � 4.45 ac. FEET GENERAL NOTE.��s' 1. THE BEARING SYSTE SHOWN HEREON IS REFERRED TO THE NAD -83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION'. CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND. 2. THIS PROPRRI TY IS CURRENTLY ZONED PDD. THE RESIDENTIAL LOTS AND COMMERCIAL TRACTS WILL MEET ALL REQUIREMENTS OF T I E APPROVED PDD ZONING. 3. BLOCK LENGTHS OF UP TO 1000 FEET WILL BE PERMITTED ON TWO BLOCKS DESIGNATED AS SF BLOCK 8 AND TH BLOCK 14. A BOCK ALONG DEACON DRIVE DESIGNATED AS DP BLOCK 1 WILL BE PERMITTED UP TO 1250 FEET. 4. DEAD-END STREETS IN RESIDENTIAL AREAS ARE PERMITTED UP TO MAXIMUM OF 100 FEET IN LENGTH. THE DEAD-END ALLEY ADJACENT TO COMMERCIAL TRACT 4 SHALL EXTEND TO THE PROPERTY LINE (APPROXIMATELY 110 FEET). 5. WHEN THERE ARE MORE THAN 30 LOTS TO BE SERVED BY EXTERNAL STREET CONNECTIONS, A MINIMUM OF TWO CONNECTIONS TO EXTERNAL PAVED PUBLIC STREETS SHALL BE REQUIRED. A REMOTE EMERGENCY ACCESS IS PERMITTED TO SERVE AS ONE OF THESE CONNECTIONS. TWO STREET CONNECTIONS TO EXTERNAL PAVED PUBLIC STREETS SHALL BE REQUIRED WHEN 100 OR MORE LOTS ARE SERVED. 6. BUILDING SETBACKS 'SHALL BE AS FOLLOWS: a. SINGLE FAMILY (DETACHED) RESIDENTIAL DEVELOPMENT -FRONT SETBACK DISTANCE - 20 FT WITHOUT REAR ACCESS, 15' WITH REAR ACCESS *REAR SETBACK DISTANCE - 20 FT -SIDE SETBACK DISTA CE - 5 FT *STREET SIDE SETBAC (DISTANCE - 15 FT b. TOWNHOME DEVELOPMENT -FRONT SETBACK DISTANCE - 20 FT WITHOUT REAR ACCESS, 15' WITH REAR ACCESS -REAR SETBACK DISTANCE - 20 FT -STREET SIDE SETBACP DISTANCE - 15 FT *SIDE SETBACK DISTA E - 5 FT -COMMON AREA SIDE ETBACK DISTANCE - 5 FT c. COMMERCIAL DEVEL PMENT -THE REAR SETBACK tuK SELF STORAGE STRUCTURES ADJACENT TO A PUBLIC ALLEY OR COMMON AREA WILL BE 5 FEET. 7. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION AND FIELD SURVEY DATA. 8. DETENTION PONDS AND COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). 9. STORM WATER DETENTION WILL BE PROVIDED BY THE PONDS WITHIN THIS SITE AND SHALL BE CONSTRUCTED WITH PHASE 100. TEMPORARY PRIVATE DRAINAGE EASEMENTS FOR DETENTION PONDS THAT WILL BE ON UN -PLATTED PROPERTI' SHALL BE PROVIDED GIVING THE HOA PERMISSION TO ENTER THE POND AREAS FOR MAINTENANCE PURPOSSES. 10. PHASES 100-107 AND 200-202 SHALL BE PLATTED AND CONSTRUCTED USING TWO INDEPENDENT SEQUENCES, BUT WITIHIN EACH SEQUENCE THE PHASES SHALL PROCEED IN NUMERICAL ORDER. PHASES 300, 400, 401 AND 402 ARE ALLOWED TO BE PLATTED AND CONSTRUCTED INDEPENDENTLY, IN NO PARTICULAR ORDER. IF PHASE 401 HAS NOT BEEN PLATTED AND CONSTRUCTED AT THE TIME PHASE 104 IS SUBMITTED FOR PLATTING, BOTH I PHASES MUST BE PLATTED AND CONSTRUCTED CONCURRENTLY. 11. PHASE 100 SHALL BE THE INITIAL PHASE CONSTRUCTED IN THE SUBDIVISION AND SHALL INCLUDE THE ENTIRE SEGMENT OF DEACON DRIVE SHOWN ON COLLEGE STATION ISD PROPERTY. CSISD MUST SIGN ALL FINAL PLATS THAT INCORATE A PORTION OF THEIR PROPERTY. ORP 12. SIX FOOT SIDEWALKS, THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF DEACON DRIVE, TOWERS PARKWAY, HOLLEMAN DRIVE SOUTH & GENERAL PARKWAY. FIVE FOOT SIDEWALKS THREE FEET OFFSET FROM THE BACK OF CURB SHALL BE REQUIRED ON BOTH SIDES OF ALL OTHER STREETS. FIVE FOOT SIDEWALKS SHALL ALSO BE REQUIRED ON THE ADJACENT SIDES OF OLD WELLBORN ROAD AND HOLLEMAN DRIVE SO TH. 13. LEFT TURN MOVEMENTS WILL BE REQUIRED AT INTERSECTIONS OF ALL MAJOR & MINOR COLLECTORS. ADDITIONAL RIGHT -01- WAY AND PAVEMENT WIDTH MAY BE REQUIRED IN THOSE LOCATIONS TO ACCOMMODATE THE TURN LANES. 14. THE INTERSECTION , F HOLLEMAN DRIVE SOUTH AND DEACON DRIVE WILL REQUIRE ACCOMMODATIONS FOR TURNING M()VEMENTSj INCLUDING LEFT HAND TURN LANES AND ACCEL/DECEL LANES. THESE WILL BE ANALYZED AND INCLUEED WITH PLANS FOR PHASE 100. 15. DEACON (3RIVE, GE ERAL PARKWAY AND TOWERS PARKWAY SHALL HAVE BIKE LANES. 16. EACH SINOLE-FAMIL AND TOWNHOME LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 CH CALIPER TREE PER ORDINANCE 3222. 17. ALL DUMPSTER PAD AND SCREENING SHALL BE LOCATED OUTSIDE OF PUBLIC RIGHT-OF-WAYS OR ALLEYS. 18. TOWNHOME LOTS T ING ACCESS TO PUBLIC STREETS MUST COMPLY WITH RESIDENTIAL DRIVEWAY WIDTHS AND RADIUS STANDARDS. 19. THE BARRACKS II S BDMSION LIES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA. PREL'I I NARY PL'AN NOT OR RECORD PRjEL1 qI ARY PLAN TME BA CKS II SUBDIVISION 105.91 ACRES CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS PHASE 100 = 18.997 AC. PHASE 105 = 4.765 AC. PHASE 202 = 5.448 AC. PHASE 101 = 10.828 AC. PHASE 106 = 3.700 AC. PHASE 300 = 10.097 AC. PHASE 102 = 6.121 AC. PHASE 107 = 4.190 AC. PHASE 400 = 5.512 AC. PHASE 103 = 3.922 AC. PHASE 200 = 5.557 AC. PHASE 401 = 6.621 AC. PHASE 104 = 6.629 AC. PHASE 201 = 3.845 AC. PHASE 402 = 12.680 C. BLOCK 1, LOT 1 BLOCK 10, LOTS 1 THRU 22 BLOCK 19, LOTS 1 THRU 31 BLOCK 2, LOTS 1 THRU 13 BLOCK 11, LOTS 1 THRU 11 BLOCK 20, LOTS 1 THRU 23 BLOCK 3, LOTS 1 THRU 0 BLOCK 12, LOTS 1 THRU 12 BLOCK 21, LOT 1 BLOCK 4, LOTS 1 THRU 18 BLOCK 13, LOTS 1 THRU 6 BLOCK 22, LOTS 1 & 2 BLOCK 5, LOTS 1 THRL 9 BLOCK 14, LOTS 1 THRU 30 BLOCK 23, LOTS 1 THRU 11 BLOCK 6, LOTS 1 THRU 18 BLOCK 15, LOTS 1 TBRU 41 BLOCK 24, LOTS 1 THRU 19 BLOCK 7, LOTS 1 THRU 14 BLOCK 16, LOTS 1 THRU 41 BLOCK 25, LOT 1 BLOCK 8, LOT 1 THRU 17 BLOCK 17, LOTS 1 THRU 31 BLOCK 9, LOTS 1 THRU 2 BLOCK 18, LOTS 1 THRU 26 431 LOTS OWNER/DEVELOPER SURVE OR: ENGINEER: Heath Phillips Investments, LLC Brad Kerr, PHILLIPS SCALE 11 RP � S No. 4502 MAY, 2011 4490 Castlegate Drive Kerr Survcyilg, LLC ENGINEERING College Station, TX 77845 P.O. Boni! 269 (979) 690-7250 College Station TX 77841 Kent Laza, P.E. (979) 268 3195 4490 Castlegate Drive College Station, Texas 77845 (979) 690-3141 Fax: (979) 690-1041 SHEET 4 OF 4 TBPE Firm No. F-13130 � LEGEND _., 300 EXISTING ONTOUR s s EXISTING SANITARY SEWER LINE . .. _ PLAT BOU DARY _w_w_ EXISTING WATERLINE PHASE LIN • s -s PROPOSED 6" SANITARY SEWER LINE - LOT LINE S-6 PROPOSED 8" SANITARY SEWER LINE p PROPERTY CORNER C PROPOSED SEWER MANHOLE ------------ EASEMENT LINE w-6 PROPOSED 6" WATERLINE w-6 PROPOSED 8" WATERLINE ROW LINE W-12 PROPOSED 12" WATERLINE -0 : ; SIDEWALK ®F+4 PROPOSED FIRE HYDRANT 1' " i. COMMONREA -ST-24 Sr -z4- PROPOSED STORM SEWER PARKLAND) ® PROPOSED STORM INLET PREL'I I NARY PL'AN NOT OR RECORD PRjEL1 qI ARY PLAN TME BA CKS II SUBDIVISION 105.91 ACRES CRAWFORD BURNETT LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS PHASE 100 = 18.997 AC. PHASE 105 = 4.765 AC. PHASE 202 = 5.448 AC. PHASE 101 = 10.828 AC. PHASE 106 = 3.700 AC. PHASE 300 = 10.097 AC. PHASE 102 = 6.121 AC. PHASE 107 = 4.190 AC. PHASE 400 = 5.512 AC. PHASE 103 = 3.922 AC. PHASE 200 = 5.557 AC. PHASE 401 = 6.621 AC. PHASE 104 = 6.629 AC. PHASE 201 = 3.845 AC. PHASE 402 = 12.680 C. BLOCK 1, LOT 1 BLOCK 10, LOTS 1 THRU 22 BLOCK 19, LOTS 1 THRU 31 BLOCK 2, LOTS 1 THRU 13 BLOCK 11, LOTS 1 THRU 11 BLOCK 20, LOTS 1 THRU 23 BLOCK 3, LOTS 1 THRU 0 BLOCK 12, LOTS 1 THRU 12 BLOCK 21, LOT 1 BLOCK 4, LOTS 1 THRU 18 BLOCK 13, LOTS 1 THRU 6 BLOCK 22, LOTS 1 & 2 BLOCK 5, LOTS 1 THRL 9 BLOCK 14, LOTS 1 THRU 30 BLOCK 23, LOTS 1 THRU 11 BLOCK 6, LOTS 1 THRU 18 BLOCK 15, LOTS 1 TBRU 41 BLOCK 24, LOTS 1 THRU 19 BLOCK 7, LOTS 1 THRU 14 BLOCK 16, LOTS 1 THRU 41 BLOCK 25, LOT 1 BLOCK 8, LOT 1 THRU 17 BLOCK 17, LOTS 1 THRU 31 BLOCK 9, LOTS 1 THRU 2 BLOCK 18, LOTS 1 THRU 26 431 LOTS OWNER/DEVELOPER SURVE OR: ENGINEER: Heath Phillips Investments, LLC Brad Kerr, PHILLIPS SCALE 11 RP � S No. 4502 MAY, 2011 4490 Castlegate Drive Kerr Survcyilg, LLC ENGINEERING College Station, TX 77845 P.O. Boni! 269 (979) 690-7250 College Station TX 77841 Kent Laza, P.E. 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APPRD%OMME Www LO IHNT ✓�i��/����i W/ RGDF RWH-- NPROKWIE 91BON0 L.R]N w/ BINS, REWYRNEIIMS IFMOKNDE WLOHO WCMOH w/0 ROOF RmUBENENFS SIMOIURm ME OFD] ON WE WOE F/CINO IRMO ME SIZE a M ANITY MAP NOT TO SCALP SIZE RMOk. 1. ME BE MNG SYSTEM BIDWN HERmN IS WED ON GIWD IMRW M ESTMLdIm FROM G OBSENRI MH. 2. ME SRE KHMS IS JI W INIPF RIND. O(WWOE SMRON, N I MIS IWCI W6 NOT UE WHIN A WRONIEW ... F1dD NVIAD MFA ILCUiwxe m ME RIND AWIIWIE RI E DFECINE d1Ep0 NUNIIY FMFE NO. 02_1.1 CONCEPT PLAN THE BARRACKS DEVELOPMENT 108.88 ACRES CRAWFORD BURNF.TT LEAGUF, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS AUGUST 2010 OIX ER/DnlT o ER: 3ANUARY2011 (REV.) Hwewtiv. w.�mlILWE M c.,,XpewA.+t ENGINP.6R: Bmm s.>,m.MSMmJs ryFB)ewrzNl PHZLLZPS ENGZNEERNEENING SURVEYOIL W W Km.RYL51b t'l0 INeg SVvem i� �)'.HS )'uvSmrMe611E PRbnN9 W1Oem.J1>I JFs (Y'Y)fd41u1 1'.N1eYI1f�iwM1YRNI 'TOPEFm Nn F-IJIVI JOHN WHEELER BARGER, TRUSTEE 7 29.175 ACRE TRACT 7583/90 ZONED ZONED A-0 m DETENTION POND &PRACTICE FACILITY - r T-- rr : i SF vi IS I d , .. 50 N R It Prml n r/// /% r //, // DETENTION POND a /"i rr%ry WAKE BOARD SKI PARK 'A rr S �/ S4. �.� r rr�r e5 4i;i�� r' _ TH ✓n , .. /r/rn ;, .. wBP ame t 58 It ROW, 27 It wmt f III l COLLEGE STATION ✓ }---—�---��-i—i--�-} 27.017 ACRE TRACT m I ' ' SF 50 It ROW, D Il Point fl ]IF 50 It ROW. 27 It PWW SF 81oc, 1^ � 1 j N/F OAK CREEK L.L.P. REM. 58,52 ACRE TRACT 4030/98 BRAZOS COUNTY N/F HENRY P. MAYO AND WIFE, SANDRA K. MAYO 23.00 ACRE TRACT TRACT 2, 1253/878 BRAZOS COUNTY N/F CHARLES I. TURNER AND MARY E. TURNER 22.97 ACRE TRACT 3331/61 ZONED A-0 85 It ROW, Ri It Pvmt a DEN. POND IT OMYOM CORAION )j�� /j� i. AREA AREI. /✓ji�� 'R-1/rirrr i:J;: 50 It ROW, 27 It Pvmt � TH TH U l-J 11 _ 50 Il flOW, 27 11 Punt p TH TH TH PARK p 1.62 AC e G LLE7 E r.50 It ROW, 27 IF Point TH TH TH TH It ROW. 27 It Pvmt TH `EN TH COMMON rer 50 It ROW, 27 R wmt TH TH I . I / 77 It ROW,)38 It Pvmt I N/F OSAGE, LTD 12.40 ACRE TRACT 130/570 ZONED A-0 LEGEND Sp11N6 CMM'GE ANO pXOpEq)V �1XOIAY RR WW RWT-CF-IWEY PITHRo J VICINITY MAP I,A . 141 NOT TO SCALE GCry G WE XORS 1. .1. x.. AS ESJAHIYS.. {ROW CPS OBSEM .. 2. THE WE IDCRESS IS 31M W f RNp, COLLELE .N.... 1 THIS iPKT COES NOf LIE M IN A OFSICIWIEO 5HLY1 itOOO xVA20 MG AC ESWO TO THE ftCOO .WRRHRE MlE WA fE.LP.Y.), LOYYYHM PMfL HO. 1RMICOIIC2 C, EffELi. WlE OJ-03-1993. CONCEPT PLAN THE BARRACKS DEVELOPMENT 108.88 ACRES CRAVHFORD BURNETP LEAGUE, A-7 COLLEGE STATION, BRAZOS COUNIT, MY IS AUGUST 2010 o\cNEa/DrvELOPm hIARCH 2O11 (REV.) EvuR„t.=T ENGINEER: bryll nas PHILLIPS 191yI6. ENGINEERCNG SIIRVIi1'OR: �Rm,R9 ra':as�r.... rws eo a. m9 Winn+nn MexWrW4lml ur<,. s.x.X:xnMl Jcwmv,.nnlm Iml x.eos JOHN WHEELER BARGER, TRUSTEE (18.06II west of channel) 15' PUEi l i 15' LE COMMERCIAL I TRACT 1 3.85 ac College Station ISD 27.017 ACRE TRACT (23.5 ac outside of ROW) 4 JOHN WHEELER BARGER, TRUSTEE 400 300 (11.95 east of channel to ex sewer line) MH15 —s-& s-,e s-,e s-,e - s-is s-ta ,5' PUE S. s20O 1 ,e 10� - SKI PARK l 1u' PUE ekMENTITIE r I _..-..- .-. -. -..-.. �I 1.7 ac I ; I 1 I � / DETENTION POND & DET. COMMERCIAL I a WAKE BOARD SKI PARK iI i POND' TRACT 2 /i (3.47 ac to ex sewer lirl6) ' 9 Park I Park (0.35 ac) - (0.35 cc) 64 IPI 1 j 23 —1 s-e s—fi 65J-10 ( _. Park Park i(0.38 cc) I (0.38 cc) - 661-1 251-1 -- i -- e 410 1 -20< -sue 651 s- 650 Park � i (1.62 cc) 65 -33 651-30-1 TURNER TRACT MAYO TRACT (15.08 ac north of Kate Ln) 24.99 ac Park 36 cc) 25 Park (0.35 cc) z1 � I I m _F_,n-, z20 1 NI 30 j rn COMMERCIAL TRACT 3 zoo (8.53 ac to ex sewer line) N � T I I I .,z� �250 I I NIi NI � COMMERCIAL TRACT 4 I (7.50 ac to ex sewer line) . � 1 I iL26O jl N 13 0 . I I . EXBK.iz 5-12 _ _ 5-12 EXHIBIT A THE BARRACI<S II SUBDIVISION — 1 Sewer System Layout