Loading...
Item 9 - Plans288.10' N 00°16'00" W465.00' N 89°44'00" E 115.00' S 00°16'00" E237.00' S 89°44'00" W 250.57' S 00°16'00" E240.82' R = 5,619.58' 1800 EAST STATE HIGHWAY 114 EXISTING FIRE LANE EXISTING FIRE LANE EXISTING FIRE LANE EXISTING BUILDING 29,359 SF UNIT 101 16,283 SF UNIT 102 9,760 SF UNIT 103 3,316 SF A3.01 1 NEW SIDEWALK EXISTING SIDEWALK TO REMAIN EXISTING SIDEWALK TO REMAIN NEW DUMPSTER ENCLOSURE 5'-10"A2.00 1 EXISTING RAMP TO REMAIN EXISTING ACCESSIBLE PARKING SPACE EXISTING PARKINGEXISTING FIRE LANE EXISTING PARKING TO REMAIN A3.01 2 PROPERTY INFORMATION PROPERTY OWNER MACH INTERESTS LLC 5582 BENT TREE DRIVE SHREVEPORT, LA 71115 1800 EAST STATE HIGHWAY 114 LOT 1R OF BREWER INDUSTRIAL ADDITION TOTAL LOT SIZE - 101,980 SQFT. BUILDING COVERAGE - 29,359 SQFT. - 28.7% IMPERVIOUS AREA - 29,359 SQFT BUILDING + 54,402 SQFT PAVING = 83,761 TOTAL - 82.1 % MAXIMUM BUILDING HEIGHT = 35'-0" MAXIMUM NUMBER OF STORIES = 2.5 ALL DRIVE AND PARKING SPACES ARE CONCRETE LOT 2R1 BREWER INDUSTRIAL ADDITION S T I C LLC SP1 L.U.D. = MIXED-USED LOT 2R2 BREWER INDUSTRIAL ADDITION HARP GIRL HOLDINGS LLC SP1 L.U.D. = MIXED-USED BLOCK C LOT 1R2BRIARWOOD ESTATES BRIARWOOD TOWNHOMES LP;VACANTMF1L.U.D. = MIXED-USEDBLOCK C LOT 2BRIARWOOD ESTATES RANDALL DIGGERSSF1-AL.U.D. = MIXED-USEDLOT 5D01 MAHAN, THOMAS SURVEY ABSTRACT 1049 TOTAL E&P USA REAL ESTATE LLC VACANT AG L.U.D. = MIXED-USED LOT 5C01 MAHAN, THOMAS SURVEY ABSTRACT 1049TOTAL E&P USA REAL ESTATE LLCVACANTAGL.U.D. = MIXED-USEDEXISTING R.O.W. ACCESS R 1 0 ' - 0 "STACKING DISTANCE = 62'-6"STACKING DISTANCE = 104'-0"EXISTING FIRE HYDRANT DISTANCE TO NEAREST DRIVE APPROX. 265' DISTANCE TO R.O.W. INTERSECTION APPROX. 770' DISTANCE TO R.O.W. INTERSECTION APPROX. 980' PERMEABLE SURFACE PERMEABLE SURFACE PERMEABLE SURFACE EXISTING R.O.W. ACCES DISTANCE BETWEEN EXISING DRIVEWAYS 223'-7" 28'-0"PUBLIC R.O.W.VARIABLE WIDTH15' UTILITY EASEMENT 50' FRONT YARD SETBACK 24'-0" 24' ACCESS ESMT. 15' SAN. SEWER ESMT.15' SIDE YARD SETBACKCONCRETE RAMP LOT 1R BREWER INDUSTRIAL ADDITION LOCATION OF EXISTING GREASE TRAP 24' ACCESS ESMT. 15' SAN. SEWER ESMT. 10' TP&L ESMT. 15' SAN. SEWER ESMT. PERMEABLE SURFACE PERMEABLE SURFACE PERMEABLE SURFACE10' TP&L ESMT. 10' REAR YARD SETBACK 15' SIDE YARD SETBACK10'x50' OFF STREET LOADING SPACEA3.00 1 A3.01 1 A3.002 SITE DATA SUMMARY EXISTING ZONING PROPOSED ZONING LAND-USE DESIGNATION GROSS ACREAGE NET ACREAGE NUMBER OF PROPOSED LOTS PERCENTAGE OF SITE COVERAGE AREA OF OPEN SPACE PERCENTAGE OF OPEN SPACE AREA OF IMPERVIOUS SPACE PERCENTAGE OF IMPERVIOUS SPACE PROPOSED BUILDING AREA NUMBER OF STORIES MAXIMUM BUILDING HEIGHT PROPOSED FLOOR AREA PROPOSED FLOOR AREA BY USE BUSINESS OFFICES COMMERCIAL KITCHEN REQUIRED LOADING SPACES PROVIDED LOADING SPACES AREA OF OUTSIDE STORAGE PERCENTAGE OF OUTSIDE STORAGE B1 SP-1 MIXED-USE 101,980 SQFT. 83,205 SQFT. 1 28.7% 77.1% 82.1% 78,620 SQFT. 83,761 SQFT. 29,359 SQFT. 1 30'-0" 29,359 SQFT. 26,063 SQFT. 3,316 SQFT. 1 1 N/A N/A - TOTAL 123 - HANDICAP 3 PROVIDED PAKING - STANDARD 120 REQUIRED PARKING SPACES 98 A T TS XETEFO SAREGIST E R E D AR C HI TECTRICHAR D L .WIL LI AMS174 8 2 DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, PREPARED BY OXLEY WILLIAMS THARP ARCHITECTS, PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS INCLUDES DOCUMENTS IN ELECTRONIC FORM. OXLEY WILLIAMS THARP ARCHITECTS, PLLC SHALL BE DEEMED THE AUTHORS AND OW NERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. THE INSTRUMENTS OF SERVICE SHALL NOT BE USED BY THE OWNER FOR FUTURE ADDITIONS OR ALTERATIONS TO THIS PROJECT OR FOR OTHER PROJECTS, WITHOUT THE PRIOR WRITTEN AGREEMENT OF OXLEY WILLIAMS THARP ARCHITECTS, PLLC. ANY UNAUTHORIZED USE OF THE INSTRUMENTS OF SERVICE SHALL BE WITHOUT LIABILITY TO OXLEY WILLIAMS THARP ARCHITECTS, PLLC AND ITS CONSULTANTS. 911 HOUSTON STREET FORT WORTH, TX 76102 817.993.9844 www.owtarchitects.com MACH 1800 -SOUTH ENTRY 1800 E. SH 114 SOUTHLAKE, TX 76092 2021.013.00 OCTOBER 17, 2022 A1.00 SITE PLAN OCTOBER 17, 2022 SCALE: 1" = 20'-0" A1.00 1ARCHITECTURAL SITE PLAN N Revision Schedule Rev. # Revision Description Revision Date VICINITY MAP PROJECT ADDRESS: 1800 E. SH 114 SOUTHLAKE, TX 76092 200' 500' 1000' EXISTING MASONRY. PREP AND RE-PAINT EXISTING ROOFING EXISTING METAL SIDING TO REMAIN; PREP. AND PAINT 7/8" STUCCO PLASTER ON METAL LATH EXISTING ROOFING EXISTING METAL SIDING TO REMAIN; PREP. AND PAINT FIN. FLOOR 100' - 0" T.O. WALL 115' - 4" PRE-FINISHED METAL CAP. FIN. FLOOR 100' - 0" TOTAL AREA OF ELEVATION: 3,481 SQFT. MASONRY - 845 SQFT = 24.3% METAL SIDING - 1,784 SQFT = 51.2% STUCCO PLASTER - 797 SQFT = 22.9% PAINTED METAL TRIM - 55 SQFT = 1.6% MATERIAL CALCULATIONS EXISTING CONCRETE FOUNDATION MAXIMUM BUILDING HEIGHT - 35'-0" PRE-FINISHED METAL PARAPET CAP EXISTING ENTRY DOORS BEYOND EXISTING GUTTER EXISTING METAL PANEL EXISTING DOWNSPOUT 7/8" STUCCO PLASTER ON METAL LATH SPLIT-FACE CMU PRE-FINISHED METAL CAP. PREP AND RE-PAINT EXISTING METAL FASCIA TRIM EXISTING MASONRY WALL EXISTING METAL PANEL ROOF EXISTING MASONRY. PREP AND RE-PAINT T.O. WALL 115' - 4" T.O. ROOF T.O. WALL 115' - 0" FIN. FLOOR 100' - 0" FIN. FLOOR 100' - 0" MATERIAL CALCULATIONS MAXIMUM BUILDING HEIGHT - 35'-0" 121' - 9" T.O. WALL 115' - 3" ALUMINUM COMPOSITE MATERIAL TRIM LIGHT FIXTURE LIGHT FIXTURE STAINED WOOD CLADDING OR CONTRASTING STUCCO COLORSTAINED WOOD CLADDING OR CONTRASTING STUCCO COLOR TOTAL AREA OF ELEVATION: 2,164 SQFT. MASONRY - 1,632 SQFT = 75.4% METAL SIDING - 52 SQFT = 2.4% STUCCO PLASTER - 392 SQFT = 18.1% STAINED WOOD - 88 SQFT = 4.1% A T TS XETEFO SAREGIST E R E D AR C HI TECTRICHAR D L .WIL LI AMS174 8 2 DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, PREPARED BY OXLEY WILLIAMS THARP ARCHITECTS, PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS INCLUDES DOCUMENTS IN ELECTRONIC FORM. OXLEY WILLIAMS THARP ARCHITECTS, PLLC SHALL BE DEEMED THE AUTHORS AND OW NERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. THE INSTRUMENTS OF SERVICE SHALL NOT BE USED BY THE OWNER FOR FUTURE ADDITIONS OR ALTERATIONS TO THIS PROJECT OR FOR OTHER PROJECTS, WITHOUT THE PRIOR WRITTEN AGREEMENT OF OXLEY WILLIAMS THARP ARCHITECTS, PLLC. ANY UNAUTHORIZED USE OF THE INSTRUMENTS OF SERVICE SHALL BE WITHOUT LIABILITY TO OXLEY WILLIAMS THARP ARCHITECTS, PLLC AND ITS CONSULTANTS. 911 HOUSTON STREET FORT WORTH, TX 76102 817.993.9844 www.owtarchitects.com MACH 1800 -SOUTH ENTRY 1800 E. SH 114 SOUTHLAKE, TX 76092 2021.013.00 OCTOBER 17, 2022 A3.00 EXTERIOR ELEVATIONS OCTOBER 17, 2022 Revision Schedule Rev. # Revision Description Revision Date SCALE: 1/8" = 1'-0"A3.00 2EAST ELEVATION - MATERIAL LAYOUT SCALE: 1/8" = 1'-0" A3.00 1PROPOSED SOUTH ELEVATION - MATERIAL LAYOUT PRE-FIN METAL TRIM, PREP AND RE-PAINT EXISTING METAL SIDING TO REMAIN; PREP. AND PAINT CONC. FOUNDATION - PREP AND RE-PAINT PRE-FIN METAL TRIM, PREP AND RE-PAINT TOTAL AREA OF ELEVATION: 2,598 SQFT. METAL SIDING - 2,405 SQFT = 92.6% PAINTED METAL TRIM - 193 SQFT = 7.4% MATERIAL CALCULATIONS MAXIMUM BUILDING HEIGHT - 35'-0" FIN. FLOOR 100' - 0" T.O. WALL 115' - 0" TOTAL AREA OF ELEVATION: 3,450 SQFT. MASONRY - 773 SQFT = 22.4% METAL SIDING - 2,580 SQFT = 74.8% PAINTED METAL TRIM - 97 SQFT = 2.8% MATERIAL CALCULATIONSMAXIMUM BUILDING HEIGHT - 35'-0" EXISTING ROOFING PRE-FIN METAL TRIM, PREP AND RE-PAINT PRE-FINISHED METAL CAP. PREP AND RE-PAINT T.O. WALL 115' - 0" STEEL GUARDRAIL EXISTING MASONRY. PREP AND RE-PAINT MAXIMUM BUILDING HEIGHT - 35'-0" EXISTING METAL SIDING TO REMAIN; PREP. AND PAINT CONC. FOUNDATION - PREP AND RE-PAINT FIN. FLOOR 100' - 0" T.O. WALL 115' - 3" A T TS XETEFO SAREGIST E R E D AR C HI TECTRICHAR D L .WIL LI AMS174 8 2 DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, PREPARED BY OXLEY WILLIAMS THARP ARCHITECTS, PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS INCLUDES DOCUMENTS IN ELECTRONIC FORM. OXLEY WILLIAMS THARP ARCHITECTS, PLLC SHALL BE DEEMED THE AUTHORS AND OW NERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. THE INSTRUMENTS OF SERVICE SHALL NOT BE USED BY THE OWNER FOR FUTURE ADDITIONS OR ALTERATIONS TO THIS PROJECT OR FOR OTHER PROJECTS, WITHOUT THE PRIOR WRITTEN AGREEMENT OF OXLEY WILLIAMS THARP ARCHITECTS, PLLC. ANY UNAUTHORIZED USE OF THE INSTRUMENTS OF SERVICE SHALL BE WITHOUT LIABILITY TO OXLEY WILLIAMS THARP ARCHITECTS, PLLC AND ITS CONSULTANTS. 911 HOUSTON STREET FORT WORTH, TX 76102 817.993.9844 www.owtarchitects.com MACH 1800 -SOUTH ENTRY 1800 E. SH 114 SOUTHLAKE, TX 76092 2021.013.00 OCTOBER 17, 2022 A3.01 EXTERIOR ELEVATIONS OCTOBER 17, 2022 Revision Schedule Rev. # Revision Description Revision Date SCALE: 1/8" = 1'-0"A3.01 1NORTH ELEVATION - MATERIAL LAYOUT SCALE: 1/8" = 1'-0" A3.01 2WEST ELEVATION - MATERIAL LAYOUT A T TS XETEFO SAREGIST E R E D AR C HI TECTRICHAR D L .WIL LI AMS174 8 2 DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, PREPARED BY OXLEY WILLIAMS THARP ARCHITECTS, PLLC ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT. THIS INCLUDES DOCUMENTS IN ELECTRONIC FORM. OXLEY WILLIAMS THARP ARCHITECTS, PLLC SHALL BE DEEMED THE AUTHORS AND OW NERS OF THEIR RESPECTIVE INSTRUMENTS OF SERVICE AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHTS. THE INSTRUMENTS OF SERVICE SHALL NOT BE USED BY THE OWNER FOR FUTURE ADDITIONS OR ALTERATIONS TO THIS PROJECT OR FOR OTHER PROJECTS, WITHOUT THE PRIOR WRITTEN AGREEMENT OF OXLEY WILLIAMS THARP ARCHITECTS, PLLC. ANY UNAUTHORIZED USE OF THE INSTRUMENTS OF SERVICE SHALL BE WITHOUT LIABILITY TO OXLEY WILLIAMS THARP ARCHITECTS, PLLC AND ITS CONSULTANTS. 911 HOUSTON STREET FORT WORTH, TX 76102 817.993.9844 www.owtarchitects.com MACH 1800 -SOUTH ENTRY 1800 E. SH 114 SOUTHLAKE, TX 76092 2021.013.00 OCTOBER 17, 2022 A3.10 PERSPECTIVE RENDERINGS OCTOBER 17, 2022 Revision Schedule Rev. # Revision Description Revision Date SOUTHERN PERSPECTIVE