Loading...
HomeMy WebLinkAboutThe Barracks II Ph300 Blk28 Lts 1RB, 2R, CA7 RP60 30 0 60 SCALE IN FEET 0 f---lA — — — — I � — I 3A — I 4A I I I 10' PUE5.A 1078fin 83 I 6A U B a 76 m BA O J H IL �BBz a —9A , WE li = off 10]&SnBJ I a F- 0 10A I N I 11A I 12A 13A — — 10' PUE J— 14A 10- ME 3� u NCR CAN N/F Curve TRBN LENGTH DIRECTION CURIE i LFNGIH CNNNCREEI( CVNNCRED( ROB KERTNEtiSIiR INVE51MFM5, LLC INVESIMENIS, LIG INVESIMENIS, LLC 87J611EN15, UG L & JO ANA 1.75 ACRE T 1.80 Ack. iMCf 1.80 ACRE iWCT 2.12 ACRE 1RICf _3a PuP 1A8 ACRE TRACT N ECM 1.83 OGRE TRICE 30' PUE 2383 081 12: 95n88 ZONED R I I I I I I I I I I I I COMMON AREA 7 I" I I 3.21 AC. � I I I I I � I PARKLAND I TRACT 9 IW ME a PUE Iw 1.96 AC z&5sn°5� S4r 10' 29W - 397.25 /q�� aA \ \ \ \ W Z O � N N I I < I n I I I a I I I F, 15' PUE i I I 12912/228 N4Z 14' TPE - IMW I — — —-------- sar 1a' 17"W — 17s.se I I I T---- --- ------ ---- ----------------- --------------- ---------r-------------- I ----------------------------------- ---------L---------- 20' PUE I I I wene4 11209/184 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ,a PUE I I I LOT 1R, BLOCK 28 I �10785n83 I 16.99 AC VATE DRNNAGE I 112 2ENT /a 15' PGE y/ 11814/M7 I I I I VALE DRNNAGE I I „mow: I F- I I I ;�n5I „�an5:� I I I I I I I \\ I \ it 1 I I I I I I I I I I I I I 5' PGE I „208n B4� I 112W/184� 1-7.6AE&,d"6IfSLLv DEACON DRIVE+ WEST 48' B -B ASPHALT PVMT- 85' ROW z w �W o z .'p Z N ^ N W (L7.2A 3° � N w ORIGINAL PLAT GENERAL NOTES: 1. THE BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAN ACCORDING TO THE F.E.MA FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY PANEL NO. 48041CO305F, EFFECTIVE DATE: 04/02/2014. 3. THE ZONING OF THIS TRACT IS PDD (PLANNED DEVELOPMENT DISTRICT). 4. 1/2" IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS NOTED OTHERWISE. 5. STORM WATER DETENTION FACILRIES FOR THIS PHASE LOCATED WITHIN COMMON AREAS OR DRAINAGE EASEMENTS AND ARE TO BE MAINTAINED BY THE HOA 6. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS. 7. WATER SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY WELLBORN SPECIAL UTILITY DISTRICT. 8. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. 9. THIS PROPERTY LIES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA 10. PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE HOA 11. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOA. 12. FENCES, GRADING, STRUCTURES, AND LANDSCAPING SHALL NOT IMPEDE THE FLOW OF PRIVATE DRAINAGE EASEMENT. VICINITY MAP UNE TA81E Curve TRBN LENGTH DIRECTION CURIE i LFNGIH WDIUS DELTA TAIIGEM CHORD CHORD DIREC110N C1 382Y 25A0' 17W.W 2&Oa 35.38' SOr45'/3'E C2 113.28' 483.50' 014W'10' 5&82' 11M00' S4a/5'W"E z w �W o z .'p Z N ^ N W (L7.2A 3° � N w ORIGINAL PLAT GENERAL NOTES: 1. THE BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAN ACCORDING TO THE F.E.MA FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY PANEL NO. 48041CO305F, EFFECTIVE DATE: 04/02/2014. 3. THE ZONING OF THIS TRACT IS PDD (PLANNED DEVELOPMENT DISTRICT). 4. 1/2" IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS NOTED OTHERWISE. 5. STORM WATER DETENTION FACILRIES FOR THIS PHASE LOCATED WITHIN COMMON AREAS OR DRAINAGE EASEMENTS AND ARE TO BE MAINTAINED BY THE HOA 6. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS. 7. WATER SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY WELLBORN SPECIAL UTILITY DISTRICT. 8. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. 9. THIS PROPERTY LIES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA 10. PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE HOA 11. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOA. 12. FENCES, GRADING, STRUCTURES, AND LANDSCAPING SHALL NOT IMPEDE THE FLOW OF PRIVATE DRAINAGE EASEMENT. VICINITY MAP UNE TA81E UNE i LENGTH DIRECTION L1 74.88' N47' 45' 43'W LZ &88' N4r 14' 17'E 0 48.88' S47. 45. 42'E L4 48.7P Nor 10' n"E z w �W o z .'p Z N ^ N W (L7.2A 3° � N w ORIGINAL PLAT GENERAL NOTES: 1. THE BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 2. NO PORTION OF THIS TRACT IS WITHIN THE 100 YEAR FLOODPLAN ACCORDING TO THE F.E.MA FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY PANEL NO. 48041CO305F, EFFECTIVE DATE: 04/02/2014. 3. THE ZONING OF THIS TRACT IS PDD (PLANNED DEVELOPMENT DISTRICT). 4. 1/2" IRON RODS WILL BE SET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS NOTED OTHERWISE. 5. STORM WATER DETENTION FACILRIES FOR THIS PHASE LOCATED WITHIN COMMON AREAS OR DRAINAGE EASEMENTS AND ARE TO BE MAINTAINED BY THE HOA 6. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS. 7. WATER SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY WELLBORN SPECIAL UTILITY DISTRICT. 8. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES (BTU). ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU. 9. THIS PROPERTY LIES WITHIN THE STEEPLECHASE SANITARY SEWER IMPACT FEE AREA 10. PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE HOA 11. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOA. 12. FENCES, GRADING, STRUCTURES, AND LANDSCAPING SHALL NOT IMPEDE THE FLOW OF PRIVATE DRAINAGE EASEMENT. VICINITY MAP