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HomeMy WebLinkAboutMisc 0 NOTES: 1. THIS PROPERTY IS CURRENTLY ZONED C-1, A-0 & OV. ALL LOTS ARE PROPOSED TO BE COMMERCIAL USES. 2. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.LR.M), COMMUNITY PANEL NO. 48041C0325E, EFFECTIVE DATE MAY 16, 2012. 3. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 4. THE COMMON AREAS, PUBUC WAYS AND PRIVATE DRAINAGE EASEMENTS WILL BE MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENTS WILL BE BY EACH LOT OWNER OR THE PROPERTY OWNER'S ASSOCIATION. 5. PORTIONS OF THE CAPROCK CROSSING DEVELOPMENT ARE WITHIN THE GREENS PRAIRIE OVERLAY DISTRICT AND ARE SUBJECT TO THE OVERLAY DISTRICT REQUIREMENTS! CI 4. THIS DEVELOPMENT IS LOCATED WITHIN THE ALUM CREEK IMPACT FEET AREA. S 5. 1/2" IRON RODS AT ALL LOT CORNERS AND ANGLE POINTS, AS REQUIRED BY THE SUBDMSION REGULATIONS OF THE CITY OF COLLEGE STATION. CI 6. CURVE LENGTHS SHOWN ARE CHORD LENGTHS. 7. THE FOLLOWING EASEMENTS DO APPLY TO THIS PROPERTY SHOWN HEREON: CI CITY OF BRYAN 141/481 tC WELLBORN WATER SUPPLY CORPORATION 273/408 WELLBORN WATER SUPPLY CORPORATION 683/118 re GENERAL TELEPHONE COMPANY OF THE SOUTHWEST 555/347 tf CITY OF BRYAN 144/33 d( CITY OF BRYAN 516/753 BI CITY OF BRYAN 213/509 8. FOR PURPOSES OF ACCESS AND NRA THE FOLLOWING ARE THE BUILDING PLOTS: I W • BLOCK 1 4 . • TE • BLOCK 2 • BLOCK 3 8. SIDEWALKS FOR THE OVERALL DEVELOPMENT WILL BE CONSTRUCTED III CONJUNCTION WITH THE DEVELOPMENT OF INDMDUAL LOTS. 9. ALL STORM SEWER ON SITE WILL BE PRIVATE AND WILL BE MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION. 10. DETENTION FOR THE OVERALL DEVELOPMENT WILL BE CONSTRUCTED IN CONJUNCTION WITH THE DEVELOPMENT OF INDMDUAL LOTS. 11. THE DETENTION FOR THE FIRST LOT TO DEVELOP WILL ACCOUNT FOR I INCREASED STORM WATER FROM CONSTRUCTION OF THE PUBUC WAYS. 12. PUBUC WAYS WILL BE CONSTRUCTED IN CONJUNCTION WITH THE DEVELOPMENT OF UNDEVELOPED TRACTS. 13. EASEMENTS WITHIN TXDOT RIGHT OF WAY ARE NOT CONVEYED BY THIS PLAT. NOTES: 1. THIS PROPERTY IS CURRENTLY ZONED C-1, A-0 & OV. ALL LOTS ARE PROPOSED TO BE COMMERCIAL USES. 2. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.LR.M.), COMMUNITY PANEL NO. 48041 C0325E EFFECTIVE DATE MAY 16, 2012. 3. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS OBSERVATION. 4. THE COMMON AREAS, PUBUC WAYS AND PRIVATE DRAINAGE EASEMENTp WILL BE MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION. THE OWNERSHIP AND MAINTENANCE RESPONSIBIUTIES OF THE PRIVATE CROSS ACCESS EASEMENTS WILL BE BY EACH LOT OWNER OR THE PROPERTY OWNER'S ASSOCIATION. 5. PORTIONS OF THE CAPROCK CROSSING DEVELOPMENT ARE WITHIN THE GREENS PRAIRIE OVERLAY DISTRICT AND ARE SUBJECT TO THE OVERLAY DISTRICT REQUIREMENTS'. CI 4. THIS DEVELOPMENT IS LOCATED WITHIN THE ALUM CREEK IMPACT FEET AREA. S 5. 1/2" IRON RODS AT ALL LOT CORNERS AND ANGLE POINTS, AS REQUIRED BY THE SUBDIVISION REGULATIONS OF THE CITY OF COLLEGE STATION. CI 6. CURVE LENGTHS SHOWN ARE CHORD LENGTHS. f,_ 7. THE FOLLOWING EASEMENTS DO APPLY TO THIS PROPERTY SHOWN HEREON: CI CITY OF BRYAN 141/481 tC WELLBORN WATER SUPPLY CORPORATION 273/408 WELLBORN WATER SUPPLY CORPORATION 683/118 rE GENERAL TELEPHONE COMPANY OF THE SOUTHWEST 555/347 tf CITY OF BRYAN 144/33 Cit CITY OF BRYAN 516/753 BI CITY OF BRYAN 213/509 8. FOR PURPOSES OF ACCESS AND NRA THE FOLLOWING ARE THE BUIL0ING PLOTS: • BLOCK 1 7t • BLOCK 2 • BLOCK 3 8. SIDEWALKS FOR THE OVERALL DEVELOPMENT WILL BE CONSTRUCTED IN CONJUNCTION WITH THE DEVELOPMENT OF INDMDUAL LOTS. 9. ALL STORM SEWER ON SITE WILL BE PRIVATE AND WILL BE MAINTAINED BY THE PROPERTY OWNER'S ASSOCIATION. 10. DETENTION FOR THE OVERALL DEVELOPMENT WILL BE CONSTRUCTED IN CONJUNCTION WITH THE DEVELOPMENT OF INDMDUAL LOTS. 11. THE DETENTION FOR THE FIRST LOT TO DEVELOP WILL ACCOUNT FOR INCREASED STORM WATER FROM CONSTRUCTION OF THE PUBLIC WAYS. 12. PUBLIC WAYS WILL BE CONSTRUCTED IN CONJUNCTION WITH THE DEVELOPMENT OF UNDEVELOPED TRACTS. 13. EASEMENTS WITHIN TXDOT RIGHT OF WAY ARE NOT CONVEYED BY THIS PLAT. i 4 lcc_ ti:'It'f v-r;es: M ,.r.::-.,.:4;'I.,.....„s. rr h:-._ Exhibit B-2 ----- ------ Portion of Driveway required to remain illuminated per Paragraph 3.3 I t.."YY4Ji`/'~ ;�,r tit ``-, „L°'Ys.� • ,s iv yJ N� ..-:..--.<- ..3,\ ii , . .....„-i--„,., .,...;.7 ,, , / ,...3 i tri .�,•. psi .', 41. t, ,i ? T 4, -10:„.. y v-,... 7 . it: i : Y . t ".W �h iti 1 �' . , ,,,,,,* .1- .1.) -Nt Ilil ...A '1 ? Ft-V.0 # E p i 0 1,tt,, lik• • • /14,,,i..fr‘ r, i&,\10,„ --;,_-- -7--wiiiiiii ` r 1% 't f''. 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