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Home My WebLink AboutDrawingsAustin White Limestone �4 14, STUCCO COLUMN 100, stone pilaster STUCCO Austin White Limestone COLUMN STONE LEDGE 150' SOUTH ELEVATION FA_ ELL STUCCO — COVERED FRONT PORCH Austin White Limestone 6' Bollard COVERED FRONT PORCH r,-_ 3' 6' �' . j- I P-1 '.1—COLUMN 1 COLUMN COLUMN '- V-4' \--STONE LEDGE 12' 50' COVERED FRONT PORCH Austin White Limestone 6' Bollard Stone Pilaster—-\ STUCCO - COVERED FRONT PORCH 2'_3' COLUMN STONE LEDGE S .F , C at c u l a t ion s NORTH ELEVATION 2,426.9 FRONT ELEVATION 693,68 Glass 2 9% 497.94 Stone 20% 1,233.27 Stucco 517. Z. ............ .... .................... UW 12' Austin White COLUMN ",>,it . L,0LU_ULU Wul IZR EAST I ELEVA �ION EM� c6 - COVERED FRONT PORCH 2'_3' COLUMN STONE LEDGE S .F , C at c u l a t ion s NORTH ELEVATION 2,426.9 FRONT ELEVATION 693,68 Glass 2 9% 497.94 Stone 20% 1,233.27 Stucco 517. Z. Pilaster 0. UW 12' Austin White COLUMN ",>,it . L,0LU_ULU Wul IZR EAST I ELEVA �ION EM� c6 0z VJ z W 0 zo W 13 C Lj OW L12� LLJ 0,; L Ljj M =1 CIO 0) C z x A 'z oaf- L3 W 00 C-4 8,40% Pilaster iii I T 1' 4' y. 5 o, nspouts Stone Pilaster-- 5'x5' Downspouts Spaced Accordingly. 5'x5l Downspouts ace CMU Spaced Accordingly. Split F Spaced Accordingly. 5'x5l Downspouts pjjaster_ 3'-4' Stone )1x51 Downspouts Spaced Accordingly. spaced —100, S.F. Ca cu a ons 51x51 Downspouts �pacel, Accordingly. Accordingly, si S.F. Calculations F Elevations Downspouts split Face CMU Spaced Acc Calculations Of Stone 5 x5 t� Accordingly. Face CMU spaced Acc 50' S.F, Calculations O_F::S�Uit�F 0�-�L_ 6,IDN 036.3 OVERALL STORE NORTH _E L F V A T.— 1,949.4 OVERALL STORE 32% 518.62 OVERALL STORE 8.59% 426.9 FRONT ELEVATION 412.62 FRD1NT ELEVATION 177. 2, • 1,949.4 REAR ELEVATION Building materials FRONT ELEVATION 1,949.4 REAR ELEVATION 0 % 0 REAR ELEVATION LEFT ELEVATION CMU 1,949.4 REAR ELEVATION 100 53.0 Lff-'c_T ELEVATION 6.38% 830 HT ELEVATION NORTH ELEVATION 1,949.4 Split face CMU 1007- 1 Split Face 586 LEFT ELEVATION 70% RIGHT ELEVATION 6.387. 30 RIG 2 Stucco 586 RIGHT ELEVATION 707. 5310 — 3 Austin White Limestone 4 Sherwin Williams Sw6129CatcuLatlo Restrained Gold S,F, Calculations SE, CaL uLatlons S. fi 5 Store Front Glass O -P Paint Color G -P S UCC -0 26%. 656.36 OVERALL STORE 10.9% OVERALL STORE 2 1576.87 GVERA STORE FRONT ELEVATION 277. ij FRONT ELEVATION 51% 656.36 1,576,87 7 FRONT ELEVATION 51% 233.27 E! ENATION 0 REAR ELEVATION 1,233.27 0 REAR _E PO% 0 LEFT ELEVATION 0 REAR ELEVATION 20% 171.8 LEFT ELEVATION 20% 0 RIGHT ELEVATION 171.8 LEFT ELEVATION L 171.8 RIGHT ELEVATION 20% 171.8 RIGHT ELEVATION "a 12' Austin White COLUMN ",>,it . L,0LU_ULU Wul IZR EAST I ELEVA �ION EM� Limestone 2'-6' tar 48' LEDGEEAST 830 EAST ELEVATION 830 ELEVATION STONE �0. 62.2 Stone 8,40% S.F. OL LcuLoLt!O STONE LEDGE I 1 8 21% 171;.8 Stucco 8 split face CMU 70.6% WES I ELEVA I WESIA:L�EVATION 586 830 EAST ELEVATIONFAC11" L3 11_1'LEMAN DR, 8,40% ' BUILDING -1TN1f_ SQUARE FOOTAG 62.2 Stone 21% 200.00 S.F. 171,8 Stucco Split face CMU 70.6% 586 REAR CMU WALL EXTENDED TO SCREEN WALL REAR CMU MECHANICAL. T y OVER DO 0 EXTENDE_D',T0 SC MECHANIC 1. REAR CMU WALL EXTENDED TO SCRE A KlTr'Al-------- T iii I T 1' 4' y. 5 o, nspouts Stone Pilaster-- 5'x5' Downspouts Spaced Accordingly. 5'x5l Downspouts ace CMU Spaced Accordingly. Split F Spaced Accordingly. 5'x5l Downspouts pjjaster_ 3'-4' Stone )1x51 Downspouts Spaced Accordingly. spaced —100, S.F. Ca cu a ons 51x51 Downspouts �pacel, Accordingly. Accordingly, si S.F. Calculations F Elevations Downspouts split Face CMU Spaced Acc Calculations Of Stone 5 x5 t� Accordingly. Face CMU spaced Acc 50' S.F, Calculations O_F::S�Uit�F 0�-�L_ 6,IDN 036.3 OVERALL STORE NORTH _E L F V A T.— 1,949.4 OVERALL STORE 32% 518.62 OVERALL STORE 8.59% 426.9 FRONT ELEVATION 412.62 FRD1NT ELEVATION 177. 2, • 1,949.4 REAR ELEVATION Building materials FRONT ELEVATION 1,949.4 REAR ELEVATION 0 % 0 REAR ELEVATION LEFT ELEVATION CMU 1,949.4 REAR ELEVATION 100 53.0 Lff-'c_T ELEVATION 6.38% 830 HT ELEVATION NORTH ELEVATION 1,949.4 Split face CMU 1007- 1 Split Face 586 LEFT ELEVATION 70% RIGHT ELEVATION 6.387. 30 RIG 2 Stucco 586 RIGHT ELEVATION 707. 5310 — 3 Austin White Limestone 4 Sherwin Williams Sw6129CatcuLatlo Restrained Gold S,F, Calculations SE, CaL uLatlons S. fi 5 Store Front Glass O -P Paint Color G -P S UCC -0 26%. 656.36 OVERALL STORE 10.9% OVERALL STORE 2 1576.87 GVERA STORE FRONT ELEVATION 277. ij FRONT ELEVATION 51% 656.36 1,576,87 7 FRONT ELEVATION 51% 233.27 E! ENATION 0 REAR ELEVATION 1,233.27 0 REAR _E PO% 0 LEFT ELEVATION 0 REAR ELEVATION 20% 171.8 LEFT ELEVATION 20% 0 RIGHT ELEVATION 171.8 LEFT ELEVATION L 171.8 RIGHT ELEVATION 20% 171.8 RIGHT ELEVATION "a i 1 \: NOTES: 1. BASIS OF BEARINGS IS TRUE NORTH OBTAINED BY SOLAR OBSERVATION. 2. NO LOT LIES WITHIN THE ZONE "A" SPECIAL FLOOD HAZARD AREA INDICATED ON THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 481195, MAP NO. 48041 CO350E. EFFECTIVE DATE: MAY 16, 2012. BASE FLOOD ELEVATIONS ARE NOT DETERMINED FOR ZONE "A". ALL DEVELOPMENT WITHIN THE 100—YEAR FLOODPLAIN SHALL COMPLY WILL ALL APPLICABLE ORDERS AND REGULATIONS, INCLUDING BUT NOT LIMITED TO BRAZOS COUNTY'S "FLOOD DAMAGE ORDER". A FLOODPLAIN PERMIT SHALL BE OBTAINED FROM THE COUNTY ENGINEER'S OFFICE PRIOR TO THE CONSTRUCTION OF ANY STRUCTURE(S) WITHIN THE FLOODPLAIN. 3. THERE IS A 16' PUBLIC UTILITY EASEMENT AND A 10' HOMEOWNER'S ASSOCIATION EASEMENT ALONG THE RIGHT OF WAY FRONTAGE OF ALL LOTS. 4. THERE IS A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL SIDE AND A 10' PUBLIC UTILITY EASEMENT ON ALL REAR LOT LINES. 5. BUILDING LINE SETBACKS ARE AS FOLLOWS: FRONT SETBACK: 50' SIDE SETBACK: 15' REAR SETBACK: 25' 6. FRONT, REAR, AND SIDE SETBACKS SHALL CONFORM TO THE SPECIFICATIONS OF SUBDIVISION PLATS AS ESTABLISHED BY THE COMMISSIONERS COURT, BRAZOS COUNTY, TEXAS, FOR SUBDIVISIONS SITUATED OUTSIDE THE BOUNDARIES OF ANY INCORPORATED TOWN OR CITY IN BRAZOS COUNTY, TEXAS. 7. CONTOURS BASED ON DATA PROVIDED BY THE CITY OF COLLEGE STATION. 8. ALL LOTS ARE TO HAVE INDIVIDUAL ON SITE SEWAGE FACILITIES. 9. ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND RESTRICTIONS DELINEATED IN THE COVENANTS, CONDITIONS, RESERVATIONS, AND RESTRICTIONS OF THE SUBDIVISION. 10. THERE IS A MINIMUM 50' WIDE DRAINAGE BUFFER (25' ON EACH SIDE OF THE CENTERLINE OF ALL DRAINAGE WAYS). SEE THE DEED RESTRICTIONS OF THE SUBDIVISION FOR ADDITIONAL INFORMATION. 11. H.O.A. EASEMENTS ALONG ALL STREETS RUN PARALLEL TO AND ADJACENT TO THE PUBLIC UTILITY EASEMENTS SHOWN HEREON. H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE REFERENCED IN THE DEED RESTRICTIONS OF THE SUBDIVISION. 12. NOTES FROM THE BRAZOS COUNTY HEALTH DEPARTMENT: a.) ALL LOTS SERVED BY AN OSSF MUST COMPLY WITH COUNTY AND STATE REGULATIONS. NO OSSF MAY BE INSTALLED ON ANY LOT WITHOUT THE ISSUANCE OF AN "AUTHORIZATION TO CONSTRUCT" ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT UNDER THE PROVISIONS OF THE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. NO OSSF DRAIN FIELD IS TO ENCROACH ON THE 100—FOOT SANITARY ZONE OF PRIVATE WATER WELLS OR 150 FEET OF PUBLIC WATER WELLS. A SANITARY ZONE MUST BE CLEARLY- DELINEATED AROUND ALL EXISTING PUBLIC OR PRIVATE WELLS ON THE SUBDIVISION PLAT OR WITHIN 150 FEET OF THE SUBDIVISION BOUNDARY. b.) ALL LOTS WILL BE REQUIRED TO HAVE A SITE/SOIL EVALUATION ON FILE WITH THE BRAZOS COUNTY HEALTH DEPARTMENT BEFORE ON—SITE SEWAGE FACILITY MAY BE CONSTRUCTED. c.) ON—SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. A SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL EXISTING WELLS ON THE PLAT. 13. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER SERVICE FOR THE SUBDIVISION. BRYAN TEXAS UTILITIES WILL PROVIDE ELECTRIC SERVICE FOR THE SUBDIVISION. 14. 1/2" IRON RODS SHALL BE SET AT ALL CORNERS UNLESS OTHERWISE INDICATED. 15. EXISTING LAND USE: VACANT/AGRICULTURAL PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL 16. ALL LOTS ARE PREDOMINANTLY DENSE VEGETATION. 17. ALL STRUCTURES SHALL BE CONSTRUCTED WITHIN 500 FEET OF A FIRE HYDRANT AS MEASURED ALONG THE RIGHT—OF—WAY. PRELIMINARY PLAN P.U.E. UNE H.O.A. EASEMENT LINE PROPOSED WATER LINE PHASE UNE PROPERTY UNE ren ACREAGE CALCULATIONS OF GES OF INDIAN LAKES PHASE XVII [36.36 ACRE TRACT -19 LOTS J. M. BARRERA SURVEY, A-69 H.G. HUDSON SURVEY, A-141 BRAZOS COUNTY, TEXAS SCALE: 1 " = 100' MAY 10, 2013 SHEET 1 OF 1 OWNED AND DEVELOPED BY: SMILING MALLARD DEVELOPMENT, LTD. 3608 EAST 29TH STREET, SUITE 100 BRYAN TEXAS 77802 (97,) 846-4384 _- _ _ __ -- PREPARED BY: ENGINEER/SURVEYOR: 11LING MALLARD DEVELOPMENT, LTD. MCCLURE 8 BROWNE ENGINEERING 3608 EAST 29TH STREET, SUITE 100 1008 WOODCREEK DRIVE, SUITE 103 BRYAN TEXAS 77802 COLLEGE STATION, TEXAS 77845 (97�) 846-4384 (979) 693-3838 N SCALE : 1" = 1,500' .00ATION WITHIN INDIAN LAKES P.O.B. POINT OF BEGINNING P.U.E. PUBLIC UTILITY EASEMENT H.O.A. HOME OWNERS' ASSOCIA77ON ESMT. EASEMENT R.O.W. RIGHT—OF—WAY PVMT PAVEMENT 71 VICINITY MAP TOTAL LOT COUNT TOTAL LOT ACREAGE TOTAL H.O.A. COMMON AREA ACREAGE TOTAL RIGHT—OF—WAY ACREAGE 19 LOTS 31.45 AC 0.73 AC 4.18 AC TOTAL ACREAGE OF PHASE XVII 36.36 AC ACREAGE CALCULATIONS OF GES OF INDIAN LAKES PHASE XVII [36.36 ACRE TRACT -19 LOTS J. M. BARRERA SURVEY, A-69 H.G. HUDSON SURVEY, A-141 BRAZOS COUNTY, TEXAS SCALE: 1 " = 100' MAY 10, 2013 SHEET 1 OF 1 OWNED AND DEVELOPED BY: SMILING MALLARD DEVELOPMENT, LTD. 3608 EAST 29TH STREET, SUITE 100 BRYAN TEXAS 77802 (97,) 846-4384 _- _ _ __ -- PREPARED BY: ENGINEER/SURVEYOR: 11LING MALLARD DEVELOPMENT, LTD. MCCLURE 8 BROWNE ENGINEERING 3608 EAST 29TH STREET, SUITE 100 1008 WOODCREEK DRIVE, SUITE 103 BRYAN TEXAS 77802 COLLEGE STATION, TEXAS 77845 (97�) 846-4384 (979) 693-3838 N SCALE : 1" = 1,500' .00ATION WITHIN INDIAN LAKES P.O.B. POINT OF BEGINNING P.U.E. PUBLIC UTILITY EASEMENT H.O.A. HOME OWNERS' ASSOCIA77ON ESMT. EASEMENT R.O.W. RIGHT—OF—WAY PVMT PAVEMENT 71 VICINITY MAP