03 SPC-2022-0378C - Champion Commercial Development; District 10.pdf — original pdf

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ZONING AND PLATTING COMMISSION HILL COUNTRY ROADWAY SITE PLAN REVIEW SHEET ZAP DATE: May 7th, 2024 Champion Commercial Development SPC-2022-0378C CASE NUMBER: PROJECT NAME: ADDRESS: AREA: APPLICANT: East VH 2222 LLC 5701 FM 2222 Rd. 8.99 acres 1001 Cypress Creek RD, STE 203 Cedar Park, TX 78631 Justin Landry (Kimley-Horn) AGENT: 10814 Jollyville Road, Avallon IV, Suite 200 Austin, Texas 78759 COUNCIL DISTRICT: WATERSHED: 10 N/A N/A Bull Creek (Watersupply Suburban) WATERSHED ORDINANCE: Comprehensive Watershed Ordinance T.I.A.: CAPITOL VIEW: PROPOSED DEVELOPMENT: The applicant requests approval of a Hill Country Roadway Site Plan to construct a Hotel and Restaurant (General) development. The site is located within the High Intensity Zone of Loop 360/RM 222. There are proposed to be 114 rooms total within the Hotel and 5,000 square footage of restaurant. The maximum height of the hotel is 53 ft. and the restaurant will have a maximum height of 20 ft. ZONING: The site is zoned GR-CO and RR. Both Hotel and Restaurant (General) are permitted uses. The site plan requires approval by a Land Use Commission because of its location within the Hill Country Overlay. All Hill Country Roadway requirements have been met. SUMMARY STAFF RECOMMENDATION FOR HCRC SITE PLAN: Staff recommends approval of this Hill Country Roadway site plan. The site plan complies with all applicable requirements of the Land Development Code and the zoning ordinance. All administrative requirements will be met prior to site plan release and all fees/fiscal will be posted prior to permit issuance. CASE MANAGER: Clarissa Davis, 512-974-1423 Clarissa.Davis@austintexas.gov Page 2 Champion Commercial Development PROVIDED PARKING: 218 EXIST. ZONING: GR-CO; RR PROPOSED F.A.R.: 0.24:1 PROPOSED BLDG. CVRG: 11% PROPOSED IMPERVIOUS CVRG: 37% SPC-2022-0378C PROJECT INFORMATION: PROJECT INFORMATION: 8.99 acres ALLOWED F.A.R.: 1:1 MAX. BLDG. COVERAGE: 75% MAX. IMPERVIOUS CVRG: 90% REQUIRED PARKING: 193 PROPOSED ACCESS: F.M. 2222 SUMMARY COMMENTS ON SITE PLAN: LAND USE: This request is for approval of a Hill Country Roadway site plan. This site is located within the High Intensity Zone of Loop 360/RM 222. The site plan proposes construction of Hotel and Restaurant (General). All Hill Country Roadway and zoning requirements have been met. All comments are cleared. ENVIRONMENTAL: This site is in the Bull Creek Watershed which is classified as Water Supply Suburban. This site is located over the Edwards Aquifer Recharge Zone. All Hill Country Roadway and zoning requirements have been met. All comments are cleared except fees. TRANSPORTATION: All comments are cleared except fees. SURROUNDING CONDITIONS (ZONING/LAND USE): North: GR-CO, Retail and Restaurant South: PUD; Residential East: P; Fire West: SF-6; Multifamily/Single-Family NEIGHBORHOOD ORGANIZATION: 2222 Coalition of Neighborhood Associations, Inc., Austin Independent School District, Austin Lost and Found Pets, Austin Neighborhoods Council, Bull Creek Foundation, Courtyard Homeowners Association, Friends of Austin Neighborhoods, Long Canyon Phase II & III Homeowners Assn Inc., NW Austin Neighbors, Neighborhood Empowerment Foundation, Preservation Austin, SELTexas, Sierra Club, Austin Regional Group, TNR BCP - Travis County Natural Resources, MH NO. 20888 W W USE: RETAIL ZONING: GR-CO MH NO. 20889 W W 4 5 0 5-0 0 0 C 2 V 5" P 1 F M 2 2 2 2 ( R . O . W . I D " 2 1 V A R I E S ) HWY STA. ~281+61.72 INLET STRM MH D S FH NO. 572090 VALVE NO. VALVE 548240 AIR W W NO. RELEASE W 572087 VALVE W C 1 POST PROJECT 100-YR PRE- ATLAS 14 FLOODPLAIN 1 2 " P V C 8 4 - 0 5 4 9 PROPOSED VARIABLE WIDTH DRAINAGE EASEMENT DOC.________________ MH NO. 20478 W W W W INLET L 1 MH NO. 20476 W W MH NO. 20477 W W PROPOSED DECEL LANE N 88° 09' 36" E 113.78' MH NO. 217161 W W VALVE NO. 548236 W MH NO. 225386 W W MH NO. UNK W W HWY STA. ~279+61.78 POINT OF ELECTRICAL SERVICE MH NO. 217152 W W MH NO. W 217155 W 23 S 41° 29' 03" E 212.98' R.O.W. RESERVATION (150' FROM CENTERLINE OF RM 2222) VOL. 11688 PG. 797 EROSION HAZARD ZONE BUFFER PROPOSED SIDEWALK 1038 75 1039 1042 1136 1135 1134 1137 26 1153 1154 1155 1156 21 WETLAND CEF SETBACK 18 28 27 11381139 1140 1147 1141 1142 1143 1146 1144 16 1151 1152 1150 1149 1148 38 1157 1159 1158 1145 PROPOSED FDC LOCATION 1161 1163 1165 1164 1162 1160 PROPOSED FIRE RISER ROOM 1054 4 1166 6 1051 EROSION HAZARD ZONE BUFFER 1044 1045 1046 55 1043 52 1040 1041 1047 1048 1049 1050 3 CENTERLINE OF LAKE AUSTIN USE: FIRE STATION ZONING: P S 19° 06' 07" E 152.73' 1037 WETLAND CEF N 73° 41' 30" E 330.56' PRE PROJECT 100-YR ATLAS 14 FLOODPLAIN PROPOSED WATER QUALITY POND A SEE SHEET 34 FOR DETAILS 1170 EROSION HAZARD ZONE BUFFER INLET 25' HILL COUNTRY 25' HILL COUNTRY BUFFER ZONE BUFFER ZONE SHEET 15 1 5" P V C 2 0 0 5-0 0 5 4 12" P V C 84-0549 1 2" DI 7 8-0 2 3 1 453 454 1259 456 450 451 458 1258 1257 460 461 459 463 9c 9c 1256 1253 1255 1254 1252 1241 4 4 4c 4c 1242 5 5 PROPOSED VARIABLE WIDTH DRAINAGE EASEMENT 1243 1251 DOC.________________ 475 1240 POINT OF ELECTRICAL SERVICE ' 7 . 8 2 1 438 1287 E W W MH NO. 209480 MH NO. 20480 W W 1288 441 1260 439 9c 9c 1244 5 5 1245 446 1246 442 445 4c 4c 1262 474 1250 472 6 6 1247 1249 1261 6 6 447 470 6 6 1248 HILL COUNTRY ROADWAY 200' MAXIMUM HEIGHT SETBACK 1289 4c 4c 3c 3c 6 6 3 3 6c 6c 11c 11c HILL COUNTRY ROADWAY 25' SETBACK SHEET 16 1169 4 4 1168 5 5 5 5 5 5 9 9 8 8 7 7 THOMAS J. CHAMBERS SURVEY ABSTRACT NO. 7 1235 5 5 479 5 5 PROPOSED TRANSFORMER 480 PROPOSED 5' SIDEWALK 1194 1192 L E T O H D E S O P O R P F F O P O R 1193 D 1191 9596 1071 PROPOSED 5' SIDEWALK 1072 99 PROPOSED VARIABLE WIDTH DRAINAGE EASEMENT DOC NO.___________ 100 1175 1174 PROPOSED HOTEL 1173 92 210 1172 1171 212 2 BIKE RACKS 209 208 203 1074 1076 1176 PROPOSED 1075 SWIMMING POOL 1077 1177 1178 PROPOSED ELECTRIC METER 1231 1230 1190 1187 1186 1188 1189 1229 1228 1227 FFE 525.0 1183 1184 1180 1179 1181 1182 1185 8 8 PROPOSED ELECTRIC METER 1290 1302 PROPOSED RESTAURANT 1301 428 2 PROPOSED LOADING AREA 364 1304 1305 1303 363 1310 1309 361 FFE 528.0 1306 3 BIKE RACKS 1307 360 352 351 353 1264 1263 PROPOSED ELECTRIC METER PROPOSED TRANSFORMER 1265 1239 1271 1266 1269 1270 PROPOSED HOTEL 1234 1233 1 1232 1226 1225 4 BIKE RACKS 1201 1200 1199 1198 1197 1202 1223 1222 1203 1204 1210 121112121213 1214 1215 1224 9.205 AC. 400,950 SQ. FT. L.P. TRACT I, PARCEL B CHAMPION LEGACY PARTNERS, INST. NO. 2001143485 D.R.T.C.T. 1221 1267 366 1311 1276 1268 1277 387 1278 1275 386 401 1274 405 399 500-YR FEMA FLOODPLAIN 1282 1283 1286 1284 1285 419 376 390 1273 1272 1280 412 413 1281 414 1238 415 416 1237 PROPOSED LOADING AREA 1279 394 417 1052 1167 46 47 1053 POST PROJECT 100-YR PRE- ATLAS 14 FLOODPLAIN 1055 72 1064 1066 1056 1057 CWQZ 70 66 65 10601061 1063 1062 1036 EROSION HAZARD ZONE BUFFER 1035 PRE & POST PROJECT 25-YR PRE- ATLAS 14 1092 FLOODPLAIN 1073 1090 1070 688 1067 1065 1069 1068 90 1091 1088 1058 1089 10831084 10851086 1059 1087 1078 1079 1082 78 85 77 1081 1080 1096 1196 1098 1099 1097 1100 1101 100-YR FEMA FLOODPLAIN 1104 1110 1109 1195 1206 1207 1205 227 1103 1102 1105 11071108 1106 235 1209 1208 1095 1093 230 1094 231 1117 1116 1118 1115 1114 1113 1112 1111 1120 1124 1125 1123 1122 1119 1121 I G N N O Z O C R G - I G N N O Z R R 1133 1132 PRE PROJECT 100-YR PRE- ATLAS 14 FLOODPLAIN 1129 1126 1131 1130 1127 254 POST PROJECT 100-YR PRE- ATLAS 14 FLOODPLAIN 264 1220 1217 1216 1128 S 03° 06' 07" E 102.82' 238 1032 1033 1034 244 1031 272 1028 1030 1029 270 280 N 86° 12' 26" W 98.13' 1025 1024 WETLAND CEF SETBACK 1027 282 290 289 1023 1026 N 87° 54' 09" E 4.54' 1021 1022 N 83° 14' 25" W 83.75' 300' COMPATIBILITY SETBACK S 13° 36' 07" E 182.79' NOTES: 1312 PROPOSED 5' SIDEWALK 373 1313 1314 9 9 9 9 JAMES JETT SURVEY ABSTRACT NO. 437 7 7 9 9 PROPOSED VARIABLE WIDTH DRAINAGE EASEMENT DOC.________________ 9 9 9 9 1006 10071008 344 1004 1005 1236 PROPOSED WATER QUALITY POND B SEE SHEET 35 FOR DETAILS 1218 1219 250 1020 N 84° 49' 38" W 94.02' SHEET 18 1015 315 1016 1017 1018 1019 N 80° 19' 39" W 86.45' 100' COMPATIBILITY SETBACK 50' COMPATIBILITY SETBACK 1013 1012 1014 ( R E F E R E N C E B E A R I N G ) N 83° 15' 00" W 174.73' 1010 1011 324 N 82° 22' 42" W 78.21' THE COURTYARD PHASE 3-D VOL. 82, PGS. 90-91 P.R.T.C.T. N 54° 57' 33" W 70.14' N 59° 43' 38" W 55.52' 1009 328 N 72° 33' 39" W 30.48' N 67° 54' 50" W 68.97' LOT 52 - COMMON AREA & DRAINAGE ESMT USE: VACANT ZONING: PUD USE: SINGLE FAMILY ZONING: PUD USE: SINGLE FAMILY ZONING: PUD USE: SINGLE FAMILY ZONING: PUD USE: SINGLE FAMILY ZONING: PUD USE: SINGLE FAMILY ZONING: PUD N 26° 18' 01" E 290.27' 1294 1292 1293 SHEET 17 8 8 5 5 1308 371 1298 1299 1300 1291 1 3 2 0 - 8 7 I D " 2 1 W W 1295 G G G 5 5 7 7 1296 1297 1000 1001 10021003 MH NO. 209405 W W 12" PVC 84-0549 ) I S E R A V . . W O R . ( 0 6 3 P O O L MH NO. 209402 W W ' 0 . 5 0 2 FOUIND RAILROAD SPIKE BEARS N 73°14' 34" E 0.80' POINT OF BEGINNING N 48° 55' 59" W 125.09' 338 MH NO. 209399 W W I I D D " " 2 2 1 1 USE: SINGLE FAMILY ZONING: PUD USE: SINGLE FAMILY ZONING: PUD USE: SINGLE FAMILY ZONING: PUD ACCESSIBLE PARKING NOTE: 1. BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE HANDICAPPED ROUTES (PER A.D.A.) EXIST TO AND FROM DESIGNATED DOORS. IN NO CASE SHALL HANDICAP RAMP SLOPES EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPES EXCEED 2.0 PERCENT. IN NO CASE SHALL LONGITUDINAL SIDEWALK SLOPES EXCEED 5.0 PERCENT. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES ARE ENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR A.D.A. COMPLIANCE ISSUES. 2. ALL ACCESSIBLE SPACES AND ACCESSIBLE ROUTES SHALL COMPLY WITH THE TEXAS ACCESSIBILITY STANDARDS (TAS) AND THE CITY OF AUSTIN REQUIREMENTS. 3. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN ALL DIRECTIONS. CURB RAMPS COMPLYING WITH TAS SECTION406 SHALL BE PROVIDED AT ALL PASSENGER LOADING ZONES. 4. EACH ACCESSIBLE PARKING SPACE SHALL BE DESIGNATED AS RESERVED BY A VERTICALLY MOUNTED OR SUSPENDED SIGN SHOWING THE SYMBOL OF ACCESSIBILITY PER TAS SECTION 703. SPACES COMPLYING WITH TAS SECTION 505.2(B) SHALL HAVE AN ADDITIONAL SIGN "VAN-ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. (A) (B) (C) CHARACTERS AND SYMBOLS ON SUCH SIGNS SHALL BE LOCATED 60° (1525MM) MINIMUM ABOVE THE GROUND, FLOOR OR PAVING SURFACE SO THEY CANNOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. SIGNS LOCATED WITHIN AN ACCESSIBLE ROUTE SHALL COMPLY WITH TAS SECTION 307. CHARACTERS AND SYMBOLS ON OVERHEAD SIGNS SHALL COMPLY WITH TAS SECTION 703.5.5. 5. SLOPES OF CURB RAMPS SHALL COMPLY WITH TAS SECTION 405. TRANSITIONS FROM RAMPS TO WALKS, GUTTERS, OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE IMMEDIATELY ADJACENT TO THE CURB RAMP, OR ACCESSIBLE ROUTE SHALL NOT EXCEED 1:20. 6. SURFACES OF CURB RAMPS SHALL COMPLY WITH TAS SECTION 403.2. WARNING: CONTRACTOR IS TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. (A) (B) TEXTURES SHALL CONSIST OF EXPOSED CRUSHED STONE AGGREGATE, ROUGHENED CONCRETE, RUBBER, RAISED ABRASIVE STRIPS, OR GROOVES EXTENDING THE FULL WIDTH AND DEPTH OF THE CURB RAMP. SURFACES THAT ARE RAISED, ETCHED, OR GROOVED IN A WAY THAT WOULD ALLOW WATER TO ACCUMULATE ARE PROHIBITED. FOR PURPOSES OF WARNING, THE FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. PROPOSED UNDERGROUND ELECTRIC 00 50' 100' GRAPHIC SCALE 50' LEGEND PROPERTY LINE ZONING LINE PROPOSED FIRE LANE PROPOSED FIRE HYDRANT PROPOSED WASTEWATER MANHOLE PROPOSED GRATE INLET ADA PATH RETAINING WALL BUILDING SETBACK PRE & POST PROJECT PRE ATLAS 14 25-YR FLOODPLAIN POST PROJECT PRE ATLAS 14 100-YR FLOODPLAIN PRE PROJECT PRE ATLAS 14 100-YR FLOODPLAIN EROSION HAZARD ZONE BUFFER EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WASTEWATER MANHOLE NATURAL AREA AREA TO BE RESTORED TO SAME CONDITION AS EXISTED PRIOR TO DEVELOPMENT CEF BUFFER CQWZ GENERAL NOTES: 1. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT AND ENGINEER OF ANY DIMENSION ERRORS, OMISSIONS BEFORE FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS OF THE CITY OF AUSTIN, TEXAS. 2. 3. CONTRACTOR SHALL PROVIDE "AS BUILT" PLANS TO THE ENGINEER SO THAT THE REPRODUCIBLE OF THE 4. 5. ENGINEERING PLANS MAY BE CORRECTED TO REFLECT "AS BUILT" CONDITIONS. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE AND MAINTAIN ALL NECESSARY WARNING AND SAFETY DEVICES (FLASHING LIGHTS, BARRICADES, SIGNS, ETC.) TO PROTECT THE PUBLIC SAFETY AND HEALTH UNTIL THE WORK HAS BEEN COMPLETED AND ACCEPTED BY THE CITY. THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND VERIFY IN THE FIELD ANY UTILITIES THAT MAY CONFLICT WITH THIS CONSTRUCTION. AT LEAST 24 HOURS PRIOR TO BEGINNING CONSTRUCTION IN THE VICINITY OF UNDERGROUND UTILITIES, NOTIFY THE FOLLOWING APPLICABLE: TEXAS GAS SERVICE FIRE DEPARTMENT FIRE CODE COMPLIANCE BUILDING INSPECTION PLANNING AND ZONING WATER & WASTEWATER WATERSHED PROTECTION & DEVELOPMENT REVIEW 512-465-1134 512-974-0130 512-974-0174 512-974-2747 512-974-2210 512-974-2000 512-974-2000 6. 1. 2. 3. 4. 5. TREES AND TOPOGRAPHY BASED UPON SURVEY BY CHAPPARAL PROFESSIONAL LAND SURVEYING, INC. ON JUNE 14, 2016. NO WARRANTY IS EXPRESSED OR IMPLIED AS TO THEIR ACCURACY. ALL FIRE DEPARTMENT ACCESS DRIVES/ROADS TO HAVE A MINIMUM 14' VERTICAL CLEARANCE. ESTABLISH FIRE ZONES AS SHOWN ON SITE BY PAINTING CURB RED. STENCIL THE WORDS, "FIRE ZONE/TOW-AWAY ZONE", IN WHITE LETTERS AT LEAST 3 INCHES HIGH AT 35-FOOT INTERVALS ALONG THE CURB. ALSO, SIGNS SHALL BE POSTED AT BOTH ENDS OF A FIRE ZONE. ALTERNATE MARKING OF THE FIRE LANES MAY BE APPROVED BY THE FIRE CHIEF PROVIDED THE FIRE LANES ARE CLEARLY IDENTIFIED AT BOTH ENDS AND AT INTERVALS NOT TO EXCEED 35 FEET. SEC. 901.4.2 ALL PARKING SPACES SHALL HAVE MINIMUM 7'-0" VERTICAL CLEARANCE. WARNING SIGNS ARE REQUIRED TO BE PLACED UNDER THE OVERHEAD ELECTRIC LINES TO MAKE ALL PERSONNEL AWARE OF THE ELECTRIC HAZARD. EVERY HANDICAP ACCESSIBLE PARKING SPACE SHALL BE IDENTIFIED BY A SIGN CENTERED 5 FEET ABOVE THE PARKING SURFACE, AT THE HEAD OF THE PARKING SPACE. THE SIGN MUST INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND STATE RESERVED, OR EQUIVALENT LANGUAGE. SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE AND SHALL MEET THE CRITERIA SET FORTH IN UBC, 3108(c) AND ANSI A1171-1986-4.6.2. CONTRACTOR TO COORDINATE WITH PROJECT ARBORIST TO TRIM TREES TO ENSURE VISIBILITY NEAR PARKING AREAS. CONTRACTOR TO FIELD VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CAUTION: DO NOT PLACE THE STAGING AREA IN CLOSE PROXIMITY TO OVERHEAD ELECTRIC LINES. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. ALL RADII TO BE 2' UNLESS OTHERWISE NOTED. SLOPES ON ACCESSIBLE ROUTES MAY NOT EXCEED 1:20 UNLESS DESIGNED AS A RAMP. THE MAXIMUM SLOPE OF A RAMP IN NEW CONSTRUCTION IS 1:12. THE MAXIMUM RISE FOR ANY RAMP RUN IS 30 IN. ACCESSIBLE ROUTES MUST HAVE A CROSS-SLOPE NO GREATER THAN 1:50. 7. 8. 9. 10. 11. 12. 13. 14. 15. GROUND SURFACES ALONG ACCESSIBLE ROUTES MUST BE STABLE, FIRM, AND SLIP RESISTANT. 16. ALL LANDSCAPED AREAS ARE TO BE PROTECTED BY SIX-INCH WHEEL CURBS, WHEELSTOPS, OR OTHER APPROVED BARRIERS AS PER ECM 2.4.7. REFER TO CITY OF AUSTIN ELECTRICAL DEPARTMENT FOR CONSTRUCTION PLANS AND DETAILS. CONTACT REY MARTINEZ (512-505-7643). ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREAS AND ADJACENT LANDSCAPE AREAS, SUCH AS A 6” CONCRETE CURB ARE REQUIRED. IF A STANDARD 6” CURB AND GUTTER ARE NOT PROVIDED FOR ALL VEHICULAR USE AREAS AND ADJACENT LANDSCAPE AREAS, COMPLY WITH ECM, SECTION 2.4.7, “PROTECTION OF LANDSCAPE AREAS”. RETAINING WALLS OVER FOUR FEET IN HEIGHT MEASURED FROM THE BOTTOM OF THE FOOTING TO THE TOP OF THE WALL SHALL BE ENGINEERED AND REQUIRE A SEPARATE BUILDING PERMIT. [IBC CODE 105.2] EACH COMPACT PARKING SPACE/AISLE WILL BE SIGNED "SMALL CAR ONLY." APPROVAL OF THESE PLANS BY THE CITY OF AUSTIN INDICATES COMPLIANCE WITH APPLICABLE CITY REGULATIONS ONLY. COMPLIANCE WITH ACCESSIBILITY STANDARDS SUCH AS THE 2010 STANDARDS FOR ACCESSIBLE DESIGN OR THE 2012 TEXAS ACCESSIBILITY STANDARDS WAS NOT VERIFIED. THE APPLICANT IS RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE ACCESSIBILITY STANDARDS. ANY PROPOSED MODIFICATIONS WHICH INCLUDE MOVING A STRUCTURE MORE THAN TWENTY-FIVE (25') FEET OR INCREASING THE HEIGHT OR SQUARE FOOTAGE OF A BUILDING, WILL REQUIRE REVIEW BY THE PLANNING COMMISSION AND OR CITY COUNCIL. REFER TO SECTION 13-2-781 EXEMPTIONS. ALL ON-SITE UTILITIES SHALL BE LOCATED UNDERGROUND UNLESS REQUIRED BY THE UTILITY TO BE OTHERWISE LOCATED (SECTION 13-2-782(5)). SIDEWALKS ALONG LOOP 360 AND RM 2222 ARE REQUIRED TO BE CONSTRUCTED BY THE PROPERTY OWNER AFTER THE ABUTTING ROADWAY IS IMPROVED AND CONCRETE CURBS ARE IN PLACE. FAILURE TO CONSTRUCT THE REQUIRED SIDEWALKS MAY RESULT IN THE WITHHOLDING OF CERTIFICATES OF OCCUPANCY, BUILDING PERMITS, OR UTILITY CONNECTIONS BY THE GOVERNING BODY OR UTILITY COMPANY. BUILDING(S) SHALL BE DESIGNATED TO UTILIZE, TO THE GREATEST FEASIBLE, BUILDING MATERIALS SUCH AS ROCK, STONE, BRICK, AND WOOD, WHICH ARE COMPATIBLE WITH THE HILL COUNTRY ENVIRONMENT. MIRRORED GLASS WITH A REFLECTANCE GREATER THAN 20% IS PROHIBITED (§ 25-2-1126). CONTRACTOR SHALL INSTALL 4-INCH MINIMUM GALVANIZED RIGID METAL POSTS AS INDICATED ON EQUIPMENT PAD DETAILS FROM AE DESIGN WHEN THE TRANSFORMER EQUIPMENT PAD IS INSTALLED WITHIN 4 FEET OF PARKING/TRAFFIC AREAS. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. LANDSCAPE AREAS PROTECTION NOTE: 1. ADEQUATE BARRIERS BETWEEN ALL VEHICULAR USE AREA AND ADJACENT LANDSCAPE AREAS, SUCH AS A 6" CONCRETE CURB ARE REQUIRED. IF A STANDARD 6" CURB AND CUTTER ARE NOT PROVIDED FOR ALL VEHICULAR USE AREA AND ADJACENT LANDSCAPE AREAS, COMPLY WITH ECM, SECTION 2.4.7, "PROTECTION OF LANDSCAPE AREAS". 2. THE OWNER WILL CONTINUOUSLY MAINTAIN THE REQUIRED LANDSCAPING IN ACCORDANCE WITH LDC SECTION 13-7-63. VERTICAL CLEARANCE NOTE: MINIMUM VERTICAL CLEARANCE SHALL BE 14 FEET. 40 % NATURAL AREA REQUIRED: 3.59 AC PROVIDED: 3.62 AC BENCHMARKS BM - ELEVATION: 677.90 - 3" ALUMINUM CAP IN CONCRETE AT FRONT GATE OF CITY OF AUSTIN ELECTRICAL SUBSTATION ON VAUGHT RANCH ROAD OFF OF R.R. 2222 I N A L P E T S L L A R E V O I L A C R E M M O C N O P M A H C I T N E M P O L E V E D D A O R 2 2 2 2 M F 1 0 7 5 I N T S U A F O Y T C I S A X E T , Y T N U O C S V A R T I Know what'sbelow. Call before you dig. SHEET NUMBER 14 OF 66 SPC-2022-0378C ROOF RIDGE ROOF PLATE THIRD FLOOR SECOND FLOOR GROUND FLOOR N O R T H E N D E L E V A T I O N 2 SCALE: 3/32" = 1'-0" N O R T H W E S T E L E V A T I O N 1b SCALE: 3/32" = 1'-0" COMPLIANCE WITH BUILDING DESIGN STANDARDS, ARTICLE 3 OF SUBCHAPTER E, IS REQUIRED, AND IS TO BE REVIEWED FOR COMPLIANCE DURING BUILDING CODE REVEIW. N O R T H W E S T E L E V A T I O N 1a SCALE: 3/32" = 1'-0" ARCHITECTS, PLLC ▪ MEMPHIS ▪ HOUSTON 7975 Stage Hills Boulevard, Suite 4 Memphis, Tennessee 38133 T. (901) 377-6603 F. (901) 388-5765 http://www.bgktarchitects.com : t n a t l u s n o C © 2022 BGKT Architects, PLLC. Drawings, electronic media, design concepts and related material shall not be used, modified or reproduced in whole or in part by any persons or companies without prior written consent of BGKT Architects, PLLC. These plans were derived from the Hilton Hotel Corporation Homewood Suites design and construction standards and are confidential and proprietary to Hilton Hotel Corporation and may not be reproduced, disclosed, distributed or used without the express permission of an authorized representative of BGKT Architects, PLLC. I I F O O R D E H C T P L L U F H T W L E V E L E E R H T O T D E S V E R I 2 2 - 1 1 - 2 0 I L A T T M B U S N A L P E T S I 9 1 - 5 2 - 4 0 n o i s i v e R e t a D k r a M I L A C R E M M O C N O P M A H C I T N E M P O L E V E D Project No: Date: Sheet: S A X E T , Y T N U O C S V A R T I , I N T S U A S E T I U S N O T L I H Y B D O O W E M O H I R O R E T X E I S N O T A V E L E 121821 A-301 SPC-2022-0378C ROOF RIDGE ROOF PLATE THIRD FLOOR SECOND FLOOR GROUND FLOOR ROOF RIDGE ROOF PLATE THIRD FLOOR SECOND FLOOR GROUND FLOOR 5701 FM 2222 RD.DAUSTIN, TRAVIS C01-18-202401-18-24ROOF RIDGE ROOF PLATE THIRD FLOOR SECOND FLOOR GROUND FLOOR W E S T E N D E L E V A T I O N 4 SCALE: 3/32" = 1'-0" S O U T H E A S T E L E V A T I O N 3b SCALE: 3/32" = 1'-0" COMPLIANCE WITH BUILDING DESIGN STANDARDS, ARTICLE 3 OF SUBCHAPTER E, IS REQUIRED, AND IS TO BE REVIEWED FOR COMPLIANCE DURING BUILDING CODE REVEIW. ARCHITECTS, PLLC ▪ MEMPHIS ▪ HOUSTON 7975 Stage Hills Boulevard, Suite 4 Memphis, Tennessee 38133 T. (901) 377-6603 F. (901) 388-5765 http://www.bgktarchitects.com ROOF RIDGE ROOF PLATE THIRD FLOOR SECOND FLOOR GROUND FLOOR ROOF RIDGE ROOF PLATE THIRD FLOOR SECOND FLOOR GROUND FLOOR : t n a t l u s n o C © 2022 BGKT Architects, PLLC. Drawings, electronic media, design concepts and related material shall not be used, modified or reproduced in whole or in part by any persons or companies without prior written consent of BGKT Architects, PLLC. These plans were derived from the Hilton Hotel Corporation Homewood Suites design and construction standards and are confidential and proprietary to Hilton Hotel Corporation and may not be reproduced, disclosed, distributed or used without the express permission of an authorized representative of BGKT Architects, PLLC. I I F O O R D E H C T P L L U F H T W L E V E L E E R H T O T D E S V E R I 2 2 - 1 1 - 2 0 I L A T T M B U S N A L P E T S I 9 1 - 5 2 - 4 0 n o i s i v e R e t a D k r a M I L A C R E M M O C N O P M A H C I T N E M P O L E V E D Project No: Date: Sheet: S A X E T , Y T N U O C S V A R T I , I N T S U A S E T I U S N O T L I H Y B D O O W E M O H I R O R E T X E I S N O T A V E L E 121821 A-302 SPC-2022-0378C S O U T H E A S T E L E V A T I O N 3a SCALE: 3/32" = 1'-0" 5701 FM 2222 RD.DAUSTIN, TRAVIS C01-18-202401-18-24453 450 451 1259 454 460 438 1287 1288 9c 1289 9c 9c 6 8 4c 5 4 4c 3 6c 5 5 11c 9 1303 363 1310 1309 361 366 1311 371 8 9 1307 360 352 353 351 1312 9 338 9 7 N 5 4° 5 7' 3 3" W 7 0.1 4' 1268 1276 1277 1278 387 1275 386 401 1274 399 1273 1272 1282 1283 1281 1280 376 390 1279 412 413 414 1286 1284 1285 1238 419 394 415 1038 75 1042 1039 1136 1137 1135 1134 ARCHITECTS, PLLC ▪ MEMPHIS ▪ HOUSTON 7975 Stage Hills Boulevard, Suite 4 Memphis, Tennessee 38133 T. (901) 377-6603 F. (901) 388-5765 http://www.bgktarchitects.com 28 27 26 11381139 1143 1147 1144 1145 1146 1152 : t n a t l u s n o C 11491150 1148 4 1052 1055 1066 1064 1067 1065 1088 1085 1086 1087 85 1097 1098 1099 1101 1100 1206 1104 11021103 1106 1107 1105 1124 1125 1123 1080 1081 HOTEL LOBBY & SERVICE AREAS 1207 1205 227 12111212 1214 1215 1203 1204 1202 1096 1210 1213 1208 1195 1130 1131 1132 1133 1196 1209 ADDRESSING FLOOR PLAN SCALE: 1" = 20' 1126 1 1051 © 2023 BGKT Architects, PLLC. Drawings, electronic media, design concepts and related material shall not be used, modified or reproduced in whole or in part by any persons or companies without prior written consent of BGKT Architects, PLLC. These plans were derived from the Hilton Hotel Corporation Homewood Suites design and construction standards and are confidential and proprietary to Hilton Hotel Corporation and may not be reproduced, disclosed, distributed or used without the express permission of an authorized representative of BGKT Architects, PLLC. n o i s i v e R e t a D k r a M I L A C R E M M O C N O P M A H C I T N E M P O L E V E D Project No: Date: Sheet: S A X E T , Y T N U O C S V A R T I , I N T S U A S E T I U S N O T L I H Y B D O O W E M O H 121821 A-101 SPC-2022-0378C 1102110111041103111611181126112711241125112211231120113011321134113611381140113111331135113711391141112911435701 FM 2222 RD.AUSTIN, TX 78731, BUILDING 15701 FM 2222 RD.AUSTIN, TX 78731, BUILDING 21202130212011301120413041203130312051305120713071216131612181318122613261227132712241324122513251222132212231323122013201230133012321332123413341236133612381338124013401231133112331333123513351237133712391339124113411229132912431343120613061208130812101310121213121214131412111311121313131209130912151315121713171219131912211321GROUND FLOOR2ND & 3RD FLOORSELEV1ELEV2ENTRYENTRY5701 FM 2222 RD.DAUSTIN, TRAVIS CADDRESSING PLAN01-18-202401-18-24BUILDING #2FLR1FLR2FLR3FLR1HOTEL LOBBYRESTAURANTELEV 1ELEV 21101120113011102120213021103120313031104120413041205130512061306120713071208130812091309121013101211131112121312121313131214131412151315111612161316121713171118121813181219131911201220132012211321112212221322112312231323112412241324112512251325112612261326112712271327112912291329113012301330113112311331113212321332113312331333113412341334113512351335113612361336113712371337113812381338113912391339114012401340114112411341114312431343SPC-2022-0378C - Champion Commercial Development 5701 FM 2222 Rd.Building and Unit Schema TableBUILDING #1