24.2 - 4812 Mount Bonnell Rd - Drawings — original pdf

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Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES INDEX TO DRAWINGS ● = NEW ○ = NO CHANGE R = REVISED X = ELIMINATED ℗ = PROGRESS ARCHITECTURAL - GENERAL TITLE SHEET GENERAL NOTES SLOPE MAP SITE PLAN IMPERVIOUS COVER EXISTING SITE PLAN IMPERVIOUS COVER PROPOSED PAINT AND ELECTRICAL DEVICE SCHEDULE SITE PLAN ENLARGED SITE PLAN ARCHITECTURAL, (a) BAR DEMOLITION PLANS EXISTING ELEVATIONS CONSTRUCTION PLANS POWER/FINISH PLANS RCP + LIGHTING PLANS EXTERIOR ELEVATIONS BUILDING SECTIONS WALL SECTIONS WINDOW ELEVATIONS STRUCTURAL CONSTRUCTION PLANS BRACE WALL PLANS CONCRETE DETAILS FRAMING DETAILS STRUCTURAL NOTES R E B M U N G N W A R D I A0.00 A0.01 A0.02 A0.03 A0.04 A0.11 A1.00 A1.11 AD2.10a AD3.00a A2.10a A2.20a A2.30a A3.00a A3.10a A4.00a A6.00a S2.10a S2.20a S5.00a S5.10a S6.00a / / 5 2 0 2 4 0 6 0 T E S T M R E P R A B I ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● APPLICABLE CODES: 2021 INTERNATIONAL RESIDENTIAL CODE (IRC) - WITH LOCAL AMENDMENTS 2021 INTERNATIONAL ENERGY CODE - WITH LOCAL AMENDMENTS 2023 NATIONAL ELECTRICAL CODE - WITH LOCAL AMENDMENTS 2021 UNIFORM MECHANICAL CODE (UMC) - WITH LOCAL AMENDMENTS 2021 UNIFORM PLUMBING CODE (UPC) - WITH LOCAL AMENDMENTS PROJECT INFORMATION: ADDRESS: 4812 MT BONNELL RD. AUSTIN, TX 78731 LEGAL DESCRIPTION: LOT SIZE: 68,164.0 SQ FT ZONING: LA SETBACKS: FRONT: SIDE: SHORELINE: 40 10 75 FEET FEET FEET HEIGHT BUILDING COVER IMPERVIOUS COVER FLOOD ZONE: ALLOWED 32' N/A SEE SLOPE MAP 25 YR = 495.13' MSL (NAVD88) 100 YR = 496.69' MSL (NAVD88) EXISTING 20'-4" 1.2% (792.4 SQ. FT.) 26.3% (16,038.2 SQ. FT.) GAME ROOM 21'-4" 1.4% (927.5 SQ. FT.) 26.3% (16.038.2 SQ. FT.) 100' 0" = 597' 3" MSL (NAVD88) 100' 0" = 597' 3" MSL (NAVD88) X 360 T F A R W E S T BLV D FM 2222 L A K E A U S T I N M T B O N N E L L R D AUSTIN 1 X T LOCATION MAP (N.T.S.) BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE DRY CREEK AUSTIN, TEXAS GIST E R E D AR L R I V ERA A G C H I T E R E U G I M S T A 175 8 2 T E FO T O S T O X E E C T SA 2025.06.04 TITLE SHEET GAME ROOM DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 A0.00 2206 ABBREVIATIONS REFERENCE SYMBOLS MATERIALS LEGEND GENERAL NOTES DEMOLITION NOTES SUBMITTAL NOTES PRODUCT REQUIREMENTS Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES A A 1 A5.00 S SAN SC SCHED SD SE SECT SF SHWR SHT SHTG SIM SL SNT SPEC SPR SQ SS STD STN STOR ST/STL STRUC SUSP SYM SYS south sanitary solid core schedule smoke detector service elevator section square feet shower sheet sheathing similar sliding sealant specification sprinkler head square stainless steel standard stone storage steel structural suspended symmetrical system TBD TEL TEMP THK THRESH TL TOC TOD TOF TOIL TOP TOW TP TO TOS TYP TR to be determined telephone tempered thick threshold tile top of concrete top of drain top of footing toilet top of parapet top of wall top of pavement top of top of slab typical tread UC UL UON UR U/S VCT VEN VERT VEST W W/ WAIN WC WD W/O WP WT WWM under counter underwrites laboratory unless otherwise noted urinal underside vinyl composition tile veneer vertical vestibule west/wide with wainscot water closet wood without waterproof weight welded wire mesh L ABV AC ADDT'L ADJ AFF AL/ALUM ALT AP APPROX ARCH ATTEN @ AHU BD BET BLDG BLKG BLKT BLW BM BO BUR CB CEM CER CH CJ CL CLG CM CMU CO COL CONC COND CONST CONT COORD CORR CTR D DA DBL DD DEPT DIA/Ø DIAG DIM DISP DL DN DET/DTL DWG DW angle above acoustic additional adjustable above finished floor aluminum alternate access panel approximately architect/architectural attenuation at air handling unit board between building blocking blanket below beam bottom of built up roof catch basin cement ceramic checkered control joint center line ceiling construction manager concrete masonry unit clean out column concrete condition construction continuous coordinate corridor center depth/deep double acting double deck drain department diameter diagonal dimension dispenser dimension line down detail drawing dishwasher E east EA each EJ expansion joint EL elevation ELEC electrical ELEV elevator EMERG emergency ENCL enclosure EO edge of EQ equal EQUIP equipment exhaust EXH EXST/EXTG existing EXP EXT expansion exterior F FD FE FEC FEHC FF FH FHC FIN FIXT FL FLR FOC FOF FOM FOP FOS FS FT FTG FURR freezer floor drain fire extinguisher fire extinguisher cabinet fire hose/extinguisher cabinet finished floor fire hose/fire hydrant fire hose cabinet finish fixture flow line floor face of concrete face of finish face of masonry face of panel face of stud floor sink foot/feet footing furring GA GC GL GSM GYP/GWB GV galvanized general contractor glass galvanized sheet metal gypsum wall board gate valve HB HDWD HDWT h/HT HORIZ HM HP HPDL HR HVAC IE ID IN INC INCL INFO INSUL INT JAN JT KIT LAM LAV LB LIN LKR LLH LLV LF LGMF LP LT MACH MAHOG MATL MAX MECH MEMB MEZZ MO MTL MFR MH MIN MISC MTD N NIC NOM No/# NTS OA OC OD OFF OH OPER OPG OPP PART PE PC PH PIP PL PLAS PLYWD PLUMB PNLG POL PR PROJ PROT PROP PTD hose bib hardwood hardware high/height horizontal hollow metal high point high pressure density laminate hand rail heating, ventilation, & air conditioning invert elevation inside dimension inch/inches increase include information insulation interior janitor's closet joint kitchen laminate lavatory pound linear locker long leg horizontal long leg vertical linear feet light gauge metal framing low point light machine mahogany material maximum mechanical membrane mezzanine masonry opening metal manufacturer man hole minimum miscellaneous mounted north not in contract nominal number not to scale over all on center outside dimension office opposite hand/ over head operable opening opposite partition passenger elevator precast penthouse poured in place plate/plastic laminate plastic plywood plumbing paneling polished pair projection/project protection property painted QTY quantity R RCP RD RE REC REF REINF REQ'D REQ'MT RES RESIL RET REV RM RWL RO riser/radius reflected ceiling plan roof drain reference/refer to recessed refrigerator reinforced required requirement resinous resilient retaining revision room rain water leader rough opening STRUCTURAL GRID LINE FILL (COMPACTED) EARTH (UNDISTURBED) GRAVEL ROCK GROUT/SAND CONCRETE STEEL CMU STONE FINISH WOOD PLYWOOD RIGID INSULATION INSULATION WOOD BLOCKING WOOD SHIM GYPSUM WALL BOARD GLASS CERAMIC TILE CARPET DAMPPROOFING/WP MEMBRANE FLASHING METAL FLASHING MODULAR GRID LINE 1 . 0 0 5 A SECTION MARKER EXTERIOR AND INTERIOR ELEVATION 1 A7.00 1 4 A7.00 2 INTERIOR ELEVATIONS 3 DETAIL REFERENCE 100'-0" T.O.F.F. ELEVATION MARKER AND SPOT ELEVATION 121'-0" 9'-0" A.F.F. RCP SPOT ELEVATION 100 1 A1 100 A DOOR NUMBER WALL TYPE WINDOW NUMBER ROOM NAME 100 ROOM NAME ROOM NUMBER 1 REVISION 1" 1" DIMENSION DIMENSION TO CL OR GRIDLINE NORTH ARROW CL CENTERLINE PROPERTY LINE 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 6" 3" T.O. SWITCH CL W D H " 0 - ' 1 " 0 - ' 3 CL T E L T U O " 3 - ' 1 TYPICAL MOUNTING HEIGHTS CL DEVICE / COUNTERTOP CL DEVICE / CABINET B. CL T E L T U O " 6 - ' 3 CL T E L T U O " 6 - ' 3 ALL WORK TO CONFORM TO THE REQUIREMENTS OF THE APPLICABLE BUILDING CODES. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE BEFORE COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING SAME OR THEIR EXACT MEANING, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. THE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEERS' DRAWINGS THAT WOULD CAUSE AN AWKWARD INSTALLATION, IT SHOULD BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER OR ARCHITECT. STRUCTURAL DRAWINGS GOVERN SIZES, SPACING AND CONNECTIONS OF ALL STRUCTURAL MATERIALS AND MEMBERS. IN CASE OF DISCREPANCIES, CONSULT WITH THE ARCHITECT BEFORE COMMENCEMENT OF WORK. FINAL LOCATIONS OF ALL MECHANICAL AND ELECTRICAL EQUIPMENT PANEL BOARDS, METERS, FIXTURES, FLUES, VENTS, ETC., SHALL BE REVIEWED IN FIELD AND APPROVED BY ARCHITECT PRIOR TO INSTALLATION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE OVER SCALED DIMENSIONS. EXAMINATION OF THE SITE AND PORTIONS THEREOF WHICH WILL AFFECT HIS WORK SHALL BE MADE BY THE CONTRACTOR WHO SHALL COMPARE IT WITH THE DRAWINGS AND SATISFY HIMSELF AS TO CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED. HE SHALL, AT SUCH TIME, ASCERTAIN AND CHECK LOCATION OF EXISTING STRUCTURES OR EQUIPMENT WHICH MAY AFFECT HIS WORK. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE IN HIS BEHALF FOR ANY EXPENSE TO WHICH HE MAY BE PUT INTO DUE TO FAILURE OR NEGLECT ON HIS PART TO MAKE SUCH AN EXAMINATION. ANY CONFLICTS OR OMISSIONS, ETC., SHOULD BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION. NO EXTRA CHARGE OR COMPENSATION WILL BE ALLOWED DUE TO VARIATION BETWEEN ACTUAL MEASUREMENTS AND DIMENSIONS INDICATED ON THE DRAWINGS. THE CONTRACTOR IS CAUTIONED THAT HIS WORK INCLUDES ALTERATION TO EXISTING FACILITIES. WORK WHICH IS OBVIOUSLY REQUIRED TO BE PERFORMED TO PROVIDE A COMPLETELY OPERABLE INSTALLATION WITHIN THE SCOPE OF WORK, BUT WHICH IS NOT SPECIFICALLY INCLUDED ON THE PLANS, SHALL BE PERFORMED BY HIM AND INCLUDED IN HIS WORK AT NO ADDITIONAL COST TO THE OWNER. ITEMS OF WORK INDICATED ON THE DRAWINGS AS N.I.C. (NOT IN CONTRACT) SHALL BE PERFORMED, FURNISHED, OR LET UNDER SEPARATE CONTRACT BY THE OWNER. THE CONTRACTOR SHALL COORDINATE HIS WORK ACCORDINGLY AS REQUIRED FOR A SMOOTH WORK SCHEDULE. IT SHALL BE CONSTRUED THAT EACH SUBCONTRACT IS AN INTEGRAL PART OF THE GENERAL CONTRACT AND CONTRACTOR SHALL PROVIDE AND MAINTAIN IN FULL OPERATION AT ALL TIMES DURING THE PERFORMANCE OF THE CONTRACT A SUFFICIENT CREW OF LABORERS, MECHANICS AND FOREMAN TO PROSECUTE THE WORK WITH DISPATCH. THE CONTRACTOR SHALL ARRANGE FOR THE PREMISES TO BE MAINTAINED IN AN ORDERLY MANNER THROUGHOUT THE COURSE OF THE JOB. HE SHALL MAINTAIN CLEANLINESS THROUGHOUT AND CONTROL ANY DUST CAUSED BY THE WORK, AS WELL AS PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, ETC., AS REQUIRED TO PROTECT THE PUBLIC DURING THE PERIOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL LEFTOVER MATERIALS, DEBRIS, TOOLS AND EQUIPMENT INVOLVED IN HIS OPERATIONS AT THE CONCLUSION OF THE INSTALLATION. ALL FIXTURES AND REUSABLE MATERIALS TO BE REMOVED ARE TO BE STORED OR DISPOSED OF AS PER OWNER INSTRUCTIONS. SCHEDULE AND CONDUCT PROGRESS MEETINGS AT PROJECT SITE AT REGULAR INTERVALS. NOTIFY OWNER AND ARCHITECT OF MEETING DATES AND TIMES. REQUIRE ATTENDANCE OF EACH SUBCONTRACTOR OR OTHER ENTITY CONCERNED WITH CURRENT PROGRESS OR INVOLVED WITH PLANNING OR COORDINATION OF FUTURE ACTIVITIES. RECORD MINUTES AND DISTRIBUTE TO EVERYONE CONCERNED, INCLUDING OWNER AND ARCHITECT. SUBMIT TWO COPIES OF CONTRACTORS CONSTRUCTION SCHEDULE. SCHEDULE WITHIN TEN (10) DAYS AFTER DATE ESTABLISHED FOR COMMENCEMENT OF THE WORK. A. DISTRIBUTE COPIES OF APPROVED SCHEDULE TO OWNER, ARCHITECT, SUBCONTRACTORS, TESTING AND INSPECTING AGENCIES, AND PARTIES IDENTIFIED BY CONTRACTOR WITH A NEED-TO-KNOW SCHEDULE RESPONSIBILITY. WHEN REVISIONS ARE MADE, DISTRIBUTE UPDATED SCHEDULES TO THE SAME PARTIES. UPDATING: AT MONTHLY INTERVALS, UPDATE SCHEDULE TO REFLECT ACTUAL CONSTRUCTION PROGRESS AND ACTIVITIES. ISSUE SCHEDULE ONE WEEK BEFORE EACH REGULARLY SCHEDULED PROGRESS MEETING. a. AS THE WORK PROGRESSES, INDICATE ACTUAL COMPLETION PERCENTAGE FOR EACH ACTIVITY. 1. 2. 3. 4. 5. 6. 7. 8. 9. ALL PREPARATION, DEMOLITION, REMOVAL AND DISPOSAL IS TO BE PERFORMED IN ACCORDANCE WITH REQUIREMENTS OF THE APPLICABLE BUILDING CODES AND ALL THE AUTHORITIES HAVING JURISDICTION. PROVIDE ALL INSURANCE, PRIOR TO COMMENCEMENT OF ANY WORK, AS REQUIRED BY OWNER AND ALL INSURANCE TO CLEARLY AND COMPLETELY INDEMNIFY THE ARCHITECTS AND THE OWNERS FROM ALL CLAIMS WHICH ARISE FROM THE PERFORMANCE OF ALL WORK RELATED TO THIS CONTRACT. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST SAFETY PRACTICES. USE ONLY LABORERS EXPERIENCED IN THIS WORK. ALL REMOVALS AND CAPPING OF EXISTING UTILITY SERVICES, (ELECTRIC, PLUMBING, GAS, ETC.), TO BE DONE BY LICENSED TRADESMAN. THE HIGHEST DEGREE OF CARE AND PRECAUTION SHALL BE EXERCISED FOR ALL WORK RELATED TO THIS CONTRACT TO PREVENT PERSONAL INJURIES, DAMAGES TO PROPERTY AND DAMAGES TO EXISTING ACTIVE UTILITY SERVICES. DEMOLITION PLAN IS TO BE USED IN CONJUNCTION WITH ALL ARCHITECTURAL AND ENGINEER'S DRAWINGS. ALL WORK IS TO BE COORDINATED WITH THE RESPECTIVE TRADES. THE CONTRACTOR SHALL CAREFULLY INSPECT ALL EXISTING CONDITIONS PRIOR TO BIDDING AND INCLUDE ALL REMOVALS AS NECESSARY TO ACCOMPLISH THE NEW CONSTRUCTION. THE PLAN IS TO DESIGNATE THE GENERAL SCOPE OF REMOVALS. THE CONTRACTOR SHALL ISOLATE WORK AREAS, SO AS TO PROVIDE A DUST-FREE ENVIRONMENT IN OCCUPIED AREAS. ALL FURNITURE AND FIXTURES IN THE IMMEDIATE VICINITY OF WORK IS TO BE PROPERLY PROTECTED PRIOR TO THE COMMENCEMENT OF ANY WORK. CONTRACTOR TO PROVIDE AND TO MAINTAIN NECESSARY COVERINGS THROUGHOUT COURSE OF WORK, AND REMOVE AND DISPOSE OF THESE UPON COMPLETION OF EACH PHASE OF CONSTRUCTION, WHEREIN THE SITE SHALL BE LEFT ORDERLY AND BROOM SWEPT. ANY DAMAGE RESULTING FROM CONTRACTOR'S IMPROPER PROTECTION OF EXISTING OR NEW CONSTRUCTION, FIXTURES OR FURNITURE IS TO BE REPAIRED OR REPLACED (AS REQUIRED) BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. ALL DEBRIS RESULTING FROM THE OPERATION UNDER THIS CONTRACT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL NOT BE STORED OR PERMITTED TO ACCUMULATE ON THE SITE. THROUGHOUT THE COURSE OF DEMOLITION AND CONSTRUCTION, ALL AREAS OF NEW CONSTRUCTION, AS WELL AS THE PATH OF ACCESS, SHALL BE KEPT CLEAN AND FREE OF DEBRIS, UNUSED EQUIPMENT, DISCARDED MATERIALS AND GARBAGE. REPAIR ALL SURFACES AT POINTS OF REMOVAL, DEMOLITION OR NEW CONSTRUCTION, INCLUDING FLOORING, BASE, PAINT, ETC. WHERE IT IS POSSIBLE TO MATCH THE EXISTING FINISH TO THE SATISFACTION OF THE ARCHITECT, THE CONTRACTOR SHALL PROVIDE A NEW FINISH IN DESIGNATED AREAS. 10. ALL MEASUREMENTS ARE TO BE VERIFIED IN FIELD AND ANY DISCREPANCIES THEREOF BROUGHT TO THE ATTENTION OF THE ARCHITECT. QUALITY REQUIREMENTS 1. 2. 3. 4. 5. 6. 7. 8. TESTING AND INSPECTING SERVICES ARE REQUIRED TO VERIFY COMPLIANCE WITH REQUIREMENTS SPECIFIED OR INDICATED. THESE SERVICES DO NOT RELIEVE CONTRACTOR OF RESPONSIBILITY FOR COMPLIANCE WITH THE CONTRACT DOCUMENT REQUIREMENTS. A. TESTING AND INSPECTING SERVICES ARE SPECIFIED IN OTHER SECTIONS OF THESE SPECIFICATIONS OR ARE REQUIRED BY AUTHORITIES HAVING JURISDICTION AND SHALL BE PERFORMED BY INDEPENDENT TESTING AGENCIES. WHERE QUALITY-CONTROL SERVICES ARE INDICATED AS CONTRACTOR'S RESPONSIBILITY, ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM THESE SERVICES. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING TIMES FOR TESTS, INSPECTIONS, AND OBTAINING SAMPLES AND NOTIFYING TESTING AGENCY. RETESTING AND REINSPECTING: CONTRACTOR SHALL PAY FOR ADDITIONAL TESTING AND INSPECTING REQUIRED AS A RESULT OF TESTS AND INSPECTIONS INDICATING NONCOMPLIANCE WITH REQUIREMENTS. B. C. D. SUBMITTALS: TESTING AGENCY SHALL SUBMIT A CERTIFIED WRITTEN REPORT OF EACH TEST AND INSPECTION TO CONTRACTOR, OWNER, ARCHITECT AND STRUCTURAL ENGINEER, AND TO AUTHORITIES HAVING JURISDICTION WHEN THEY SO DIRECT. TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT AGENCY WITH THE EXPERIENCE AND CAPABILITY TO CONDUCT TESTING AND INSPECTING INDICATED; AND WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION, THAT IS ACCEPTABLE TO AUTHORITIES. TESTING AGENCY RESPONSIBILITIES: TESTING AGENCY SHALL COOPERATE WITH ARCHITECT AND CONTRACTOR IN PERFORMING ITS DUTIES AND SHALL PROVIDE QUALIFIED PERSONNEL TO PERFORM INSPECTIONS AND TESTS. A. AGENCY SHALL PROMPTLY NOTIFY ARCHITECT AND CONTRACTOR OF IRREGULARITIES OR DEFICIENCIES IN THE WORK OBSERVED DURING PERFORMANCE OF ITS SERVICES. AGENCY SHALL NOT RELEASE, REVOKE, ALTER, OR INCREASE REQUIREMENTS OF THE CONTRACT DOCUMENTS NOR APPROVE OR ACCEPT ANY PORTION OF THE WORK. AGENCY SHALL NOT PERFORM ANY DUTIES OF CONTRACTOR. B. C. AUXILIARY SERVICES: COOPERATE WITH TESTING AGENCIES AND PROVIDE AUXILIARY SERVICES AS REQUESTED, INCLUDING THE FOLLOWING: A. B. ACCESS TO THE WORK. INCIDENTAL LABOR AND FACILITIES NECESSARY TO FACILITATE TESTS AND INSPECTIONS. ADEQUATE QUANTITIES OF MATERIALS FOR TESTING, AND ASSISTANCE IN OBTAINING SAMPLES. FACILITIES FOR STORAGE AND FIELD CURING OF TEST SAMPLES. SECURITY AND PROTECTION FOR SAMPLES AND FOR TESTING AND INSPECTING EQUIPMENT. C. D. E. SPECIAL TESTS AND INSPECTIONS: OWNER WILL ENGAGE A QUALIFIED TESTING AGENCY TO CONDUCT SPECIAL TESTS AND INSPECTIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION. SPECIAL TESTS AND INSPECTIONS: CONDUCTED BY A QUALIFIED TESTING AGENCY AS REQUIRED BY AUTHORITIES HAVING JURISDICTION, AS INDICATED IN INDIVIDUAL SPECIFICATION SECTIONS. MINIMUM QUANTITY OR QUALITY LEVELS: THE QUANTITY OR QUALITY LEVEL SHOWN OR SPECIFIED SHALL BE THE MINIMUM PROVIDED OR PERFORMED. THE ACTUAL INSTALLATION MAY COMPLY EXACTLY WITH THE MINIMUM QUANTITY OR QUALITY SPECIFIED, OR IT MAY EXCEED THE MINIMUM WITHIN REASONABLE LIMITS. THE TERM "PRODUCT" INCLUDES THE TERMS "MATERIAL," "EQUIPMENT," "SYSTEM," AND TERMS OF SIMILAR INTENT. A. PROVIDE PRODUCTS THAT COMPLY WITH THE CONTRACT DOCUMENTS, ARE UNDAMAGED, AND ARE NEW AT THE TIME OF INSTALLATION. a. PROVIDE PRODUCTS COMPLETE WITH ACCESSORIES, TRIM, FINISH, AND OTHER DEVICES AND COMPONENTS NEEDED FOR A COMPLETE INSTALLATION AND THE INTENDED USE AND EFFECT. DESCRIPTIVE, PERFORMANCE, AND REFERENCE STANDARD REQUIREMENTS IN THE SPECIFICATIONS ESTABLISH "SALIENT CHARACTERISTICS" OF PRODUCTS. b. B. UNLESS OTHERWISE INDICATED, ARCHITECT WILL SELECT COLOR, PATTERN, AND TEXTURE OF EACH PRODUCT FROM MANUFACTURER'S FULL RANGE OF OPTIONS THAT INCLUDES BOTH STANDARD AND PREMIUM ITEMS. PRODUCT SUBSTITUTIONS: SUBSTITUTIONS INCLUDE CHANGES IN PRODUCTS, MATERIALS, EQUIPMENT, AND METHODS OF CONSTRUCTION FROM THOSE REQUIRED BY THE CONTRACT DOCUMENTS AND PROPOSED BY CONTRACTOR AFTER AWARD OF THE CONTRACT. A. B. C. D. E. F. SUBMIT THREE COPIES OF EACH REQUEST FOR PRODUCT SUBSTITUTION. SUBMIT REQUESTS WITHIN 30 DAYS AFTER THE NOTICE TO PROCEED. AFTER INITIAL 30-DAY PERIOD, SUBSTITUTION REQUESTS WILL BE CONSIDERED ONLY DUE TO NON-AVAILABILITY OF A SPECIFIED PRODUCT THROUGH NO-FAULT OF CONTRACTOR. IN CASE OF NON-AVAILABILITY OF A SPECIFIED PRODUCT NOTIFY ARCHITECT IN WRITING AS SOON AS NON-AVAILABILITY BECOMES APPARENT. IDENTIFY PRODUCT TO BE REPLACED AND SHOW COMPLIANCE WITH REQUIREMENTS FOR SUBSTITUTIONS. INCLUDE A DETAILED COMPARISON OF SIGNIFICANT QUALITIES OF PROPOSED SUBSTITUTION WITH THOSE OF THE WORK SPECIFIED, A LIST OF CHANGES NEEDED TO OTHER PARTS OF THE WORK REQUIRED TO ACCOMMODATE PROPOSED SUBSTITUTION, AND ANY PROPOSED CHANGES IN THE CONTRACT SUM OR THE CONTRACT TIME SHOULD THE SUBSTITUTION BE ACCEPTED. BURDEN OF PROOF FOR SUBSTANTIATING COMPLIANCE OF PROPOSED SUBSTITUTION WITH CONTRACT DOCUMENTS REMAINS WITH THE CONTRACTOR. A REQUEST CONSTITUTES A REPRESENTATION THAT THE CONTRACTOR: a. HAS INVESTIGATED THE PROPOSED PRODUCT AND DETERMINED THAT IT MEETS OR EXCEEDS THE QUALITY LEVEL OF THE SPECIFIED PRODUCT. WILL PROVIDE THE SAME WARRANTY FOR THE SUBSTITUTION AS FOR THE SPECIFIED PRODUCT. WILL COORDINATE THE INSTALLATION AND MAKE CHANGES TO OTHER WORK THAT MAY BE REQUIRED FOR THE WORK TO BE COMPLETE WITH NO ADDITIONAL COST TO OWNER. WAIVES CLAIMS FOR ADDITIONAL COSTS OR TIME EXTENSION THAT MAY SUBSEQUENTLY BECOME APPARENT. WILL REIMBURSE OWNER FOR DESIGN SERVICES ASSOCIATED WITH RE-APPROVAL BY AUTHORITIES OR REVISIONS TO CONTRACT DOCUMENTS TO ACCOMMODATE THE SUBSTITUTION. b. c. d. e. G. H. ARCHITECT WILL REVIEW THE PROPOSED SUBSTITUTION AND NOTIFY CONTRACTOR OF ITS ACCEPTANCE OR REJECTION. DO NOT SUBMIT UNAPPROVED SUBSTITUTIONS ON SHOP DRAWINGS OR OTHER SUBMITTALS. B. DELIVER, STORE, AND HANDLE PRODUCTS USING MEANS AND METHODS THAT WILL PREVENT DAMAGE, DETERIORATION, AND LOSS, INCLUDING THEFT. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. SCHEDULE DELIVERY TO MINIMIZE LONG-TERM A. STORAGE AT PROJECT SITE AND TO PREVENT OVERCROWDING OF CONSTRUCTION SPACES. DELIVER PRODUCTS TO PROJECT SITE IN MANUFACTURER'S ORIGINAL SEALED CONTAINER OR PACKAGING, COMPLETE WITH LABELS AND INSTRUCTIONS FOR HANDLING, STORING, UNPACKING, PROTECTING, AND INSTALLING. INSPECT PRODUCTS ON DELIVERY TO ENSURE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND TO ENSURE THAT PRODUCTS ARE UNDAMAGED AND PROPERLY PROTECTED. STORE MATERIALS IN A MANNER THAT WILL NOT ENDANGER PROJECT STRUCTURE. STORE PRODUCTS THAT ARE SUBJECT TO DAMAGE BY THE ELEMENTS, UNDER COVER IN A WEATHER- TIGHT ENCLOSURE ABOVE GROUND, WITH VENTILATION ADEQUATE TO PREVENT CONDENSATION. C. D. E. 1. 2. 3. 1. 2. 3. 4. COORDINATE EACH SUBMITTAL WITH FABRICATION, PURCHASING, TESTING, DELIVERY, OTHER SUBMITTALS, AND RELATED ACTIVITIES THAT REQUIRE SEQUENTIAL ACTIVITY. A. NO EXTENSION OF THE CONTRACT TIME WILL BE AUTHORIZED BECAUSE OF FAILURE TO TRANSMIT SUBMITTALS ENOUGH IN ADVANCE OF THE WORK TO PERMIT PROCESSING, INCLUDING RESUBMITTALS. ALLOW A MINIMUM OF TEN (10) WORKING DAYS FOR REVIEW OF EACH SUBMITTAL. WHERE APPLICABLE PROVIDE DIGITAL COPIES. WHERE DIGITAL COPIES ARE NOT AVAILABLE, SUBMIT THREE COPIES OF EACH SUBMITTAL. THE CONTRACTOR SHALL SEND SUBMITTALS REQUIRING STRUCTURAL OR MEP REVIEW DIRECTLY TO THAT CONSULTANT AND SEND AN ADDITIONAL COPY TO THE ARCHITECT FOR SIMULTANEOUS REVIEW. ARCHITECT WILL DISCARD SUBMITTALS RECEIVED FROM SOURCES OTHER THAN THE CONTRACTOR. B. C. D. SUBMITTAL REQUIREMENTS ACTION SUBMITTALS A. a. PRODUCT DATA: MARK EACH COPY TO SHOW APPLICABLE PRODUCTS AND OPTIONS. INCLUDE THE FOLLOWING: • MANUFACTURERS WRITTEN RECOMMENDATIONS, PRODUCT SPECIFICATIONS, AND INSTALLATION INSTRUCTIONS. WIRING DIAGRAMS SHOWING FACTORY- INSTALLED WIRING. PRINTED PERFORMANCE CURVES AND OPERATIONAL RANGE DIAGRAMS. TESTING BY RECOGNIZED TESTING AGENCY. COMPLIANCE WITH SPECIFIED STANDARDS AND REQUIREMENTS. • • • • b. c. SHOP DRAWINGS: PREPARE PROJECT-SPECIFIC INFORMATION, DRAWN ACCURATELY TO SCALE. DO NOT BASE SHOP DRAWINGS ON REPRODUCTIONS OF THE CONTRACT DOCUMENTS OR STANDARD PRINTED DATA. SUBMIT ON SHEETS AT LEAST 8-1/2 BY 11 INCHES (215 BY 280 MM) BUT NO LARGER THAN 30 BY 42 INCHES (762 BY 1067 MM.) INCLUDE THE FOLLOWING: • DIMENSIONS AND IDENTIFICATION OF PRODUCTS. FABRICATION AND INSTALLATION DRAWINGS AND ROUGHING-IN AND SETTING DIAGRAMS. WIRING DIAGRAMS SHOWING FIELD-INSTALLED WIRING. NOTATION OF COORDINATION REQUIREMENTS. NOTATION OF DIMENSIONS ESTABLISHED BY FIELD MEASUREMENT. • • • • SAMPLES: SUBMIT SAMPLES FOR REVIEW OF KIND, COLOR, PATTERN, AND TEXTURE AND FOR A COMPARISON OF THESE CHARACTERISTICS BETWEEN SUBMITTAL AND ACTUAL COMPONENT AS DELIVERED AND INSTALLED. INCLUDE NAME OF MANUFACTURER AND PRODUCT NAME ON LABEL IF VARIATION IS INHERENT IN MATERIAL OR • PRODUCT, SUBMIT AT LEAST THREE SETS OF PAIRED UNITS THAT SHOW VARIATIONS. B. DELEGATED DESIGN a. b. PERFORMANCE AND DESIGN CRITERIA: WHERE PROFESSIONAL DESIGN SERVICES OR CERTIFICATIONS BY A DESIGN PROFESSIONAL ARE SPECIFICALLY REQUIRED OF CONTRACTOR BY THE CONTRACT DOCUMENTS, PROVIDE PRODUCTS AND SYSTEMS COMPLYING WITH SPECIFIC PERFORMANCE AND DESIGN CRITERIA INDICATED. • IF CRITERIA INDICATED ARE NOT SUFFICIENT TO PERFORM SERVICES OR CERTIFICATION REQUIRED, SUBMIT A WRITTEN REQUEST FOR ADDITIONAL INFORMATION TO ARCHITECT. DELEGATED-DESIGN SUBMITTAL: IN ADDITION TO SHOP DRAWINGS, PRODUCT DATA, AND OTHER REQUIRED SUBMITTALS, SUBMIT THREE COPIES OF A STATEMENT, SIGNED AND SEALED BY THE RESPONSIBLE DESIGN PROFESSIONAL, FOR EACH PRODUCT AND SYSTEM SPECIFICALLY ASSIGNED TO CONTRACTOR TO BE DESIGNED OR CERTIFIED BY A DESIGN PROFESSIONAL. • INDICATE THAT PRODUCTS AND SYSTEMS COMPLY WITH PERFORMANCE AND DESIGN CRITERIA IN THE CONTRACT DOCUMENTS. INCLUDE LIST OF CODES, LOADS, AND OTHER FACTORS USED IN PERFORMING THESE SERVICES. PLACE A PERMANENT LABEL OR TITLE BLOCK ON EACH SUBMITTAL FOR IDENTIFICATION. PROVIDE A SPACE APPROXIMATELY 6 BY 8 INCHES (150 BY 200 MM) ON LABEL OR BESIDE TITLE BLOCK TO RECORD CONTRACTOR'S REVIEW AND APPROVAL MARKINGS AND ACTION TAKEN BY ARCHITECT. INCLUDE THE FOLLOWING INFORMATION ON THE LABEL: A. SUBMITTAL NUMBER: NUMBER SHOULD BE ASSIGNED IN THE FOLLOWING MANNER: CSI NUMBER - SUBMITTAL. REVISION. FOR EXAMPLE, 055000-01.2 WOULD REPRESENT THE SECOND SUBMITTAL OF THE FIRST ITEM SUBMITTED UNDER DIVISION 055000. PROJECT NAME DATE NAME AND ADDRESS OF CONTRACTOR NAME AND ADDRESS OF SUBCONTRACTOR OR SUPPLIER. B. C. D. E. THE CONTRACTOR MUST REVIEW ALL SUBMITTALS FOR COMPLIANCE WITH CONTRACT DOCUMENTS AND SUITABILITY TO FIELD CONDITIONS. VERIFY MATERIALS AND FIELD CONDITIONS BEFORE SUBMITTING. DEVIATIONS NOT INDICATED ON SUBMITTALS DO NOT RELIEVE CONTRACTOR OF MEETING THE INTENT SHOWN IN CONTRACT DOCUMENTS. A. REVIEW EACH SUBMITTAL AND CHECK FOR COORDINATION WITH OTHER WORK OF THE CONTRACT AND FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. NOTE CORRECTIONS AND FIELD DIMENSIONS. MARK WITH APPROVAL STAMP BEFORE SUBMITTING TO ARCHITECT. ARCHITECT WILL REVIEW EACH ACTION SUBMITTAL, MAKE MARKS TO INDICATE CORRECTIONS OR MODIFICATIONS REQUIRED, STAMP AND MARK AS APPROPRIATE TO INDICATE ACTION TAKEN, AND RETURN COPIES LESS THOSE RETAINED. B. 5. SUBMITTALS WHICH DO NOT REFLECT THE CONTRACTOR'S APPROVAL, SIGNATURE OF REVIEWER, AND DATE OF REVIEW WILL BE RETURNED WITHOUT REVIEW. BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE GIST E R E D AR L R I V ERA A G C H I T E R E U G I M S T A 175 8 2 T E FO T O S T O X E E C T SA 2025.06.04 GENERAL NOTES GAME ROOM DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 A0.01 2206 Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE GIST E R E D AR L R I V ERA A G C H I T E R E U G I M S T A 175 8 2 T E FO T O S T O X E E C T SA 2025.06.04 SLOPE MAP GAME ROOM DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 A0.02 2206 LA ZONING IC CHART BY SLOPE CATEGORY HATCH SYMBOL SLOPE GRADIENT CATEGORY % AREA IN THIS CATEGORY (S.F.) MULTIPLIER I.C. ALLOWED (S.F.) 0-15 15-25 25-35 35+ 29,353.89 13,934.11 7,422.43 10,384.57 .35 .10 .05 0 10,273.86 1,393.41 371.12 0 12,038.39 TOTAL EXISTING BUILDING AND SITE AREA CALCULATIONS TOTAL SF AREA DESCRIPTION A. GAME ROOM B. MAIN HOUSE C. STORAGE I D. STORAGE II TOTAL BUILDING COVERAGE (TBC) L. DRIVEWAY M. SIDEWALKS N. FLATWORK O. SPORTS COURT / PATIO Q. OTHER (POOL COPING, WALLS) TOTAL SITE IMPERVIOUS COVERAGE TOTAL SITE AREA SHORELINE SETBACK AREA NET SITE AREA TOTAL PERCENTAGE OF EXISTING SITE (15,667.7 / 61,095.0) **Not included in TOTAL BUILDING COVERAGE calculation. 829.6 1,365.1 180.6 323.1 2,698.4 6,171.3 2,644.2 310.5 3,414.4 428.9 15,667.7 68,164.0 7,069.0 61,095.0 25.6% Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES 0' 7 5 PROPERTY LINE 10' SETBACK 5' 7 5 580' 5' 8 5 590' E Y LIN T R E P O R P DRIVEWAY 1857.44 SF GROSS BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE GIST E R E D AR L R I V ERA A G C H I T E R E U G I M S T A 175 8 2 T E FO T O S T O X E E C T SA 2025.06.04 LAKE AUSTIN ' 5 9 4 ' 0 0 5 ' 5 0 5 0' 1 5 E N I L E R O H S E Y L I N T R E P O R P 10' SETBACK 5' 1 5 0' 2 5 5' 2 5 0' 3 5 535' 495' 500' 505' 510' 515' 1 0 ' S E T B A C K 520' 525' R E E T N A O A L W Y Z R ITI C A LIT U Q 7 5' C 540' ' 5 4 5 ' 0 5 5 ' 5 5 5 ' 0 6 5 ' 5 6 5 WALL 2.68 SF GROSS STORAGE II 323.12 SF GROSS SLAB 14.30 SF GROSS WALL 3.43 SF GROSS WALL 24.97 SF GROSS WALL 4.38 SF GROSS WALL 3.03 SF GROSS WALL 27.54 SF GROSS 530' 5' 3 5 SIDEWALK 271.23 SF GROSS 5 4 0' WALL 62.21 SF GROSS WALL 6.94 SF GROSS 545' WALL 109.74 SF GROSS STORAGE I 180.58 SF GROSS PATIO 867.26 SF GROSS MAIN HOUSE 1365.05 SF GROSS SPORTS COURT 1923.61 SF GROSS WALL 45.83 SF GROSS SLAB 41.82 SF GROSS SLAB 35.75 SF GROSS SLAB 15.36 SF GROSS WALL 30.59 SF GROSS DRIVEWAY 3666.40 SF GROSS SLAB 178.12 SF GROSS GAME ROOM 829.64 SF GROSS 595' SLAB 12.09 SF GROSS WALL 8.24 SF GROSS WALL 24.91 SF GROSS PATIO 176.96 SF GROSS PATIO 446.56 SF GROSS WALL 24.93 SF GROSS WALL 9.47 SF GROSS SLAB 13.08 SF GROSS K C A B T E 0' S 4 ' 5 9 5 SIDEWALK 2372.93 SF GROSS ' 0 5 5 5' 5 5 0' 6 5 5' 6 5 WALL 40.04 SF GROSS 10' SETBACK PROPERTY LINE 570' DRIVEWAY 647.44 SF GROSS ' 5 7 5 ' 0 8 5 5' 8 5 0' 9 5 1 SITE PLAN - EXISTING IMPERVIOUS COVER 3/64" = 1'-0" SITE PLAN IMPERVIOUS COVER EXISTING GAME ROOM DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 A0.03 2206 C S PROPOSED BUILDING AND SITE AREA CALCULATIONS TOTAL SF AREA DESCRIPTION NEW SF EXISTING SF (DEMO'D SF) A. GAME ROOM BASEMENT ** LEVEL 1 LEVEL 2 W/ DECK** B. MAIN HOUSE BASEMENT ** LEVEL 1 LEVEL 2 ** LEVEL 3 ** D. STORAGE I E. STORAGE II TOTAL BUILDING AREA (TBA) TOTAL BUILDING COVERAGE (TBC) L. DRIVEWAY M. SIDEWALKS N. UNCOVERED DECK (50%) O. SPORTS COURT / PATIO O. PICKLEBALL COURT Q. OTHER (POOL COPING, WALLS) TOTAL SITE IMPERVIOUS COVERAGE 309.0 829.6 1,021.4 0 1,365.1 0 0 323.1 180.6 4,028.8 2,698.4 (287.6) 5,924.9 (1,905.4) 611.0 0 (595.6) 2,790.9 0 (383.8) 453.3 (3,181.4) 12,478.5 0 97.5 63.8 0 0 0 0 0 0 161.3 97.5 0 351.4 303.1 105.2 2,108.0 224.0 3,189.2 309.0 927.1 1,085.2 0 1,365.1 0 0 323.1 180.6 4,190.1 2,795.9 5,924.9 962.4 303.1 2,896.1 2,108.0 677.3 15,667.7 Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES TOTAL SITE AREA SHORELINE SETBACK AREA NET SITE AREA TOTAL PERCENTAGE OF EXISTING SITE (15,667.7 / 61,095.0) TOTAL PERCENTAGE OF SITE PROPOSED (15,667.7 / 61,095.0) **Not included in TOTAL BUILDING COVERAGE calculation. 68,164.0 7,069.0 61,095.0 25.6% 25.6% LAKE AUSTIN ' 5 9 4 ' 0 0 5 ' 5 0 5 0' 1 5 E N I L E R O H S E Y L I N T R E P O R P 10' SETBACK 5' 1 5 0' 2 5 5' 2 5 0' 3 5 535' 495' 500' 505' 510' 515' 1 0 ' S E T B A C K 520' 525' R E E T N A O A L W Y Z R ITI C A LIT U Q 7 5' C 540' ' 5 4 5 ' 0 5 5 ' 5 5 5 ' 0 6 5 ' 5 6 5 WALL 2.68 SF GROSS SLAB 14.30 SF GROSS STORAGE 323.00 SF GROSS WALL 3.43 SF GROSS WALL 4.38 SF GROSS WALL 24.97 SF GROSS WALL 3.03 SF GROSS WALL 27.54 SF GROSS 530' 5' 3 5 SIDEWALK 271.23 SF GROSS 5 4 0' WALL 62.21 SF GROSS 545' WALL 6.94 SF GROSS ' 0 5 5 5' 5 5 0' 6 5 5' 6 5 0' 7 5 PROPERTY LINE 10' SETBACK 5' 7 5 580' WALL 109.74 SF GROSS STORAGE I 180.58 SF GROSS SPORTS COURT 1923.61 SF GROSS PATIO 867.26 SF GROSS MAIN HOUSE 1365.05 SF GROSS WALL 45.83 SF GROSS SLAB 41.82 SF GROSS SLAB 35.75 SF GROSS SIDEWALK 222.65 SF GROSS WALL 170.71 SF GROSS WALL 30.59 SF GROSS PICKLEBALL 139.89 SF GROSS PICKLEBALL 1704.79 SF GROSS PICKLEBALL 263.32 SF GROSS SIDEWALK 128.78 SF GROSS WALL 40.04 SF GROSS 10' SETBACK PROPERTY LINE 570' SIDEWALK 339.73 SF GROSS DRIVEWAY 647.44 SF GROSS ' 5 7 5 ' 0 8 5 5' 8 5 DRIVEWAY 3666.24 SF GROSS 0' 9 5 5' 8 5 590' 595' GAME ROOM 927.07 SF GROSS PATIO 105.15 SF GROSS DECK 606.20 SF GROSS WALL 53.33 SF GROSS K C A B T E 0' S 4 ' 5 9 5 DRIVEWAY 1611.24 SF GROSS E Y LIN T R E P O R P BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE GIST E R E D AR L R I V ERA A G C H I T E R E U G I M S T A 175 8 2 T E FO T O S T O X E E C T SA 2025.06.04 1 SITE PLAN - PROPOSED IMPERVIOUS COVER 3/64" = 1'-0" SITE PLAN IMPERVIOUS COVER PROPOSED GAME ROOM DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 A0.04 2206 C S Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE GIST E R E D AR L R I V ERA A G C H I T E R E U G I M S T A 175 8 2 T E FO T O S T O X E E C T SA 2025.06.04 ELECTRICAL AND LOW VOLTAGE DEVICE SCHEDULE 5 LOCATION PLAN SYMBOL DESCRIPTION DEVICE DUPLEX CONVENIENCE & DEDICATED WALL OUTLET BASIS OF DESIGN: LEVITON DECORA COVER PLATE / ENCLOSURE SCREWLESS INTEGRATED TO BE SELECTED FROM FULL RANGE OF OPTIONS N/A SCREWLESS SIMPLEX CONVENIENCE FLOOR OUTLET MULTI-PLEX IN-USE FLOOR OUTLET MULTI-OUTLET STRIP DUPLEX CONVENIENCE DRAWER OUTLET BY SUBFLOOR ASSEMBLY: TYPE 1 (CONC): T&B STEEL CITY 672 TYPE 2 (WOOD): SILLITES DROP-IN TAMPER RESISTANT FLOOR RECEPTACLE LEGRAND WIREMOLD RFB2 ENCLOSURE WITH POWER AND/OR DATA OUTLET AS INDICATED IN PLANS LEGRAND TAMPER RESISTANT PLUGMOLD (GFCI WHERE REQUIRED BY CODE) HAFELE DOCKING DRAWER SLIM, TYPE BASED ON DRAWER DIMENSIONS AND POWER REQUIREMENTS POP-OUT OUTLET (1-GANG U.O.N.) LEGRAND ADORNE SCREWLESS POP-UP COUNTERTOP OUTLET BASIS OF DESIGN: LEW ELECTRIC PUFP-CT SERIES FLUSH CONVENIENCE WALL OUTLET (BOCCI) BOCCI 22 SERIES 3 FLUSH CONVENIENCE WALL OUTLET (TRUFIG) TRUFIG 3 N/A N/A N/A FINISHES 2 SUBMITTAL REQUIREMENTS 4 NOTES PROVIDE ADD. ALTERNATE FOR LUTRON RECEPTACLES & COVER PLATES TO MATCH KEYPAD STYLE AND FINISH. PROVIDE ADD. ALTERNATE FOR S-BOX "MINI TR" WITH INSET MOUNT TO BE SELECTED FROM FULL RANGE OF OPTIONS TO BE SELECTED FROM FULL RANGE OF OPTIONS PRODUCT DATA PRODUCT DATA TO BE SELECTED FROM FULL RANGE OF OPTIONS PRODUCT DATA TO BE SELECTED FROM FULL RANGE OF OPTIONS PRODUCT DATA WHITE / BLACK / STAINLESS PRODUCT DATA TO BE SELECTED FROM FULL RANGE OF OPTIONS PRODUCT DATA STAINLESS STEEL PRODUCT DATA TO BE SELECTED FROM FULL RANGE OF OPTIONS PAINT-READY; FAUX-PAINT TO MATCH ADJ. FINISHES PRODUCT DATA PRODUCT DATA J CAR CHARGE PORT RECESSED IN-USE CONVENIENCE WALL OUTLET WEATHER-RESISTANT GFCI DECORA ENCLOSURE: ARLINGTON IN-BOX; MODEL NO. BASED ON WALL FINISH AND/OR PAINTED TO MATCH ADJ. FINISH TO BE SELECTED FROM FULL RANGE OF OPTIONS PRODUCT DATA WHERE ALLOWED BY CODE, WEATHERPROOF HINGED FLAT METAL OUTLET COVER MAY BE CONSIDERED IN LIEU OF IN-USE OUTLET; REVIEW WITH ARCHITECT FIELD POP-UP FLOOR RECEPTACLE (CONVENIENCE) FLOOR RECEPTACLE (IN USE) WEATHER-RESISTANT GFCI LEW ELECTRIC OB-1 SP STAINLESS STEEL PRODUCT DATA NOT WATERPROOF WHILE IN USE WEATHER-RESISTANT GFCI, DUPLEX U.O.N. CUBS EXTERIOR FLOOR BOX WP WITH IN-USE COVER STAINLESS STEEL PRODUCT DATA GROUND RECEPTACLE (IN USE) WEATHER-RESISTANT GFCI, QUADPLEX U.O.N.; CONFIRM OWNER REQUIREMENTS LEGRAND GROUNDBOX SYSTEM BASIS OF DESIGN: LUTRON MAESTRO DEVICE; COORDINATE WITH LIGHTING DESIGNER & LOW VOLTAGE INSTALLER SCREWLESS; BASIS OF DESIGN: LUTRON DESIGNER STYLE FACEPLATE TO BE SELECTED FROM FULL RANGE OF OPTIONS PRODUCT DATA TO BE SELECTED FROM FULL RANGE OF OPTIONS PRODUCT DATA ELECTRICAL INSTALLER TO CONFIRM ALL NECESSARY COMPONENTS AND ACCESSORIES FOR THIS SYSTEM. HARD-WIRED LIGHT SWITCH; SUBSCRIPTS: F = FAN R = REMOTELY CONTROLLED VIA CONTROL SYSTEM T = TIMER W = WINDOW TREATMENT OS = OCCUPANCY/VACANCY SENSOR J = JAMB / PLUNGER SWITCH HARD-WIRED DIMMER SWITCH; SUBSCRIPTS: R = REMOTELY CONTROLLED VIA CONTROL SYSTEM LIGHTING CONTROL KEYPAD TOUCH SCREEN INTERFACE BASIS OF DESIGN: LUTRON MAESTRO DEVICE; COORDINATE WITH LIGHTING DESIGNER & LOW VOLTAGE INSTALLER SCREWLESS; BASIS OF DESIGN: LUTRON DESIGNER STYLE FACEPLATE TO BE SELECTED FROM FULL RANGE OF OPTIONS PRODUCT DATA BASIS OF DESIGN: LUTRON SEETOUCH 6-BUTTON WITH RAISE/LOWER; COORDINATE REQUIREMENTS WITH LIGHTING DESIGNER & LOW VOLTAGE INSTALLER CRESTON TSD-2220-B; 21.5" HD TOUCH SCREEN DISPLAY; BLACK SCREWLESS; BASIS OF DESIGN: LUTRON DESIGNER STYLE FACEPLATE TO BE SELECTED FROM FULL RANGE OF OPTIONS PRODUCT DATA 6-BUTTON DEVICE IS BASIS OF DESIGN FOR BIDDING PURPOSES. BUTTON CONFIGURATIONS TO BE REVIEWED WITH OWNER DURING SITE WALKTHROUGH. TELEPHONE / DATA JACK COORDINATE WITH LOW VOLTAGE DESIGNER FOR ADDITIONAL REQUIREMENTS SCREWLESS TO COORDINATE WITH TYPICAL OUTLETS. AS NOTED ON PLANS, THESE DEVICES SHALL BE GANGED WITH ADJACENT OUTLETS WHERE POSSIBLE. TO BE SELECTED FROM FULL RANGE OF OPTIONS PRODUCT DATA DEVICE AND COVER PLATE FINISH TO MATCH ADJACENT DEVICES OR TYPICAL INTERIOR DUPLEX WALL OUTLET U.O.N. SEE NOTE 3 TV CONNECTION, INCLUDING POWER, LOW VOLTAGE, AND RECESSED MOUNTING HARDWARE POWER & DATA OUTLETS TO COORDINATE WITH TYPICAL OUTLETS. COORDINATE REQUIREMENTS WITH LOW VOLTAGE DESIGNER. TV MOUNT: CHIEF PAC-501 HOUSING WITH CHIEF PNRIWUB IN-WALL SWING ARM OUTLETS: TO MATCH ADJACENT FINISHES; MOUNT: BLACK PRODUCT DATA THERMOSTAT THERMOSTATIC SENSOR TO BE SELECTED FROM FULL RANGE OF OPTIONS PRODUCT DATA TO BE SELECTED FROM FULL RANGE OF OPTIONS PRODUCT DATA I R O R E T N I I R O R E T X E S L O R T N O C G N T H G I L I E G A T L O V W O L D P B T G S X D X K LUI TV T TS NOTES: 1. 2. 3. PROVIDE GFCI RECEPTACLES AND/OR GFCI-/AFCI- PROTECTED CIRCUIT WHERE INDICATED IN PLAN AND WHERE REQUIRED BY CODE. DEVICE AND FACEPLATE COLOR TO MATCH ADJACENT FINISHES U.O.N. SYMBOL SHOWN FOR BOCCI AND TRUFIG DEVICES IS FOR ILLUSTRATIVE PURPOSES ONLY. REFER TO POWER PLAN FOR SPECIFIC DEVICE CONFIGURATION (I.E. DUPLEX, DATA, ETC.) WHERE LOW VOLTAGE DEVICES ARE INDICATED ADJACENT TO BOCCI OR TRUFIG OUTLETS, PROVIDE COORDINATING LOW VOLTAGE DEVICES. CONFIRM COLOR AND FINISH OF DEVICES WITH OWNER & ARCHITECT PRIOR TO ELECTRICAL TRIM-OUT. REFER TO POWER PLAN AND RCP / LIGHTING PLANS FOR ADDITIONAL INFORMATION. 4. 5. PAINT AND ELECTRICAL DEVICE SCHEDULE GAME ROOM DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 A0.11 2206 TREE TABLE Species Mark TreeTrunkDiameter LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK RED OAK LIVE OAK LIVE OAK LIVE OAK RED OAK LIVE OAK CEDAR ELM BOX ELDER CYPRESS CYPRESS BOX ELDER RED OAK CEDAR ELM CEDAR ELM BOX ELDER 18555 18556 18565 18566 18570 18575 18590 18595 18599 18607 18615 18616 18618 18620 18624 18629 18642 18649 18650 20007 20012 20014 20025 20026 20028 20030 20031 69001 69003 34" 20" 30" 28" 20 1/2" 22" 29 1/2" 22" 19" 21 1/2" 22" 19 1/2" 22" 20" 22" 21" 19" 20" 21" 19" 20" 19" 22" 26" 26" 22" 19" 19" 20" Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES 1. Contractor to provide tree protection fencing at the 1/2 CRZ per ECM 3.5.2. When tree protection fencing cannot be maintained at 1/2 CRZ during temporary construction access, provide 2x4 or greater planks (6' tall minimum) to protect trunk and root flares and 8" of mulch cover at entire root zone. During periods when heavy equipment will be operating within CRZ of protected trees, provide 3/4" plywood over 2x4 lumber over 12" layer of mulch. After construction is completed spread mulch to leave a maximum of 3" over root zone. Wrap connections of concrete line pump with plastic to prevent concrete slurry from leaching into ground and near roots of trees. Fence posts in the quarter CRZ of any protected or heritage tree can only be placed above grade or utilize a diamond pier (www.pinfoundations.com) to prevent root impacts. Fence posts and spot footings located in the half CRZ are required to be air-spaded prior to post and concrete placement. Contractor should not sever any root 2" or larger without approval from certified arborist. 2. 3. 4. 5. LAKE AUSTIN #20026 #20028 495' 500' 505' 510' #20030 #20031 515' E N I L E R O H S ' 5 9 4 ' 0 0 5 #69001 T R E P O #20025 R P E Y L I N #69003 ' 5 0 5 0' 1 5 5' 1 5 10' SETBACK 0' 2 5 #18649 5' 2 5 R E E T N A O A L W Y Z R ITI C A LIT U Q 7 5' C #20012 #20007 5 4 0' 545' 1 0 ' S E T B A C K 520' 525' 530' 5' 3 5 0' 3 5 535' 540' #18642 ' 5 4 5 #20014 ' 0 5 5 ' 5 5 5 ' 0 6 5 ' 5 6 5 0' 7 5 #18650 EB EXISTING STORAGE #18599 PROPERTY LINE 10' SETBACK #18575 5' 7 5 580' #18570 #18629 #18624 #18620 DEMO SIDEWALK #18618 #18615 #18616 ' 0 5 5 5' 5 5 0' 6 5 S O C S W S AC AC AC CO CO OVERHEAD UTILITY #18595 EXISTING MAIN HOUSE E GRAVEL AREA #18590 #18566 PICKLE BALL COURT #18555 K #18607 5' 6 5 10' SETBACK PROPERTY LINE EXISTING SIDEWALK 570' OVERHEAD UTILITY ' 5 7 5 O C CO ' 0 8 5 5' 8 5 EXISTING DRIVEWAY 0' 9 5 5' 8 5 590' 595' EXTG. ACCESSORY STRUCTURE M SPOILS PLACEMENT #18565 MATERIALS STAGING E Y LIN T R E P O R P #18556 K C A B T E 0' S 4 K ' 5 9 5 EXISTING PAVED SURFACE CO W C O T 30 YD DUMPSTER PAINT WASHOUT CONCRETE WASHOUT JOBSITE PORTABLE TOILET OVERHEAD ELEC SERVICE AND POLE IN PATIO TO BE RELOCATED OVERHEAD UTILITY 500 500 PROPERTY LINE SETBACK / EASEMMENT TEMPORARY CONSTRUCTION ELEMENT EXISTING CONTOUR NEW CONTOUR CRZ IMPACTED BY DEVELOPMENT CRZ 1/2 CRZ TREE PROTECTION FENCE PER EMC 3.5.2 1/4 CRZ TRUNK PROVIDE MULCH AS PER ECM 3.6.1 NEW TREE TREE TO BE DEMOLISHED PORTION NOT IN CONTRACT 1 Sim A1.11 D L R L E N N O T B M N SCALE: 1" = 10' GRAPHIC SCALE 10 5 0 10 BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE GIST E R E D AR L R I V ERA A G C H I T E R E U G I M S T A 175 8 2 T E FO T O S T O X E E C T SA 2025.06.04 1 SITE PLAN 3/64" = 1'-0" LEGEND 1/2" REBAR FOUND (OR AS NOTED) ATS 1/2" REBAR WITH "ATS ENGINEERS" CAP FOUND 2" ROUND BOLT FOUND NAIL FOUND (AS NOTED) CALCULATED POINT CONTROL POINT/BENCHMARK LOCATION W WATER METER WATER VALVE S SPRINKLER CONTROL VALVE PVC STUBOUT (OR AS NOTED) UTILITY POLE GUY WIRE E ELECTRIC UTILITY EB ELECTRIC PULL BOX T TELEPHONE RISER AC AC PAD CO CLEANOUT M K MAILBOX KEYPAD OU OVERHEAD UTILITIES CHAIN LINK FENCE // WOOD FENCE ( ) RECORD INFORMATION SITE PLAN GAME ROOM DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 A1.00 2206 C S PROPERTY LINE EXISTING CRZ IMPACT @ TREE 18565: 79.0% TREE TABLE - CRZ IMPACT Species Mark TreeTrunkDiameter CRZ Impact NON-COMPLYING PORTION OF STRUCTURE 10' SIDE YARD SETBACK K C A B T E D S R A T Y N O R 0' F 4 FACE OF EXTERIOR WALLS AND DECK ABOVE 3 NON-COMPLYING PORTIONS 1/8" = 1'-0" 2 EXISTING CRZ IMPACT 1/8" = 1'-0" ' 0 5 5 ' 1 5 5 ' 2 5 5 553' 5' 5 5 6' 5 5 4' 5 5 8' 5 5 7' 5 5 9' 5 5 0 ' 6 5 1 ' 6 5 2 ' 6 5 3' 6 5 4 ' 6 5 5 ' 6 5 6 ' 6 5 7' 6 5 8' 6 5 9 ' 6 5 5 7 0 ' 1 ' 7 5 2' 7 5 573' 574' #18575 575' 576' 577' LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK LIVE OAK RED OAK LIVE OAK LIVE OAK LIVE OAK RED OAK LIVE OAK CEDAR ELM BOX ELDER CYPRESS CYPRESS BOX ELDER RED OAK CEDAR ELM CEDAR ELM BOX ELDER 18555 18556 18565 18566 18570 18575 18590 18595 18599 18607 18615 18616 18618 18620 18624 18629 18642 18649 18650 20007 20012 20014 20025 20026 20028 20030 20031 69001 69003 34" 20" 30" 28" 20 1/2" 22" 29 1/2" 22" 19" 21 1/2" 22" 19 1/2" 22" 20" 22" 21" 19" 20" 21" 19" 20" 19" 22" 26" 26" 22" 19" 19" 20" 38.2% 43.9% 78.0% 46.9% 11.3% 5.5% 62.9% 2.9% 5.8% 2.8% 0% 0% 0% 0% 0% 1.4% 0% 0% 1.1% 0% 0% 0% 3.9% 6.0% 6.8% 8.6% 0% 0% 0% FACE OF THE UPPER-LEVEL WALL AND EDGE OF ROOF ABOVE OVERHANG THE PROPERTY LINE. FOUNDATION AND FOOTPRINT ARE WITHIN THE PROPERTY. THIS IS A LEGAL, NON-CONFORMING CONDITION THAT IS NOT BEING INCREASED TO ANY LEVEL OF GREATER NON-COMPLIANCE. THIS OVERHANG WAS ADDRESSED IN A PPR ON 2/2/2024 AND THE FOLLOWING GUIDANCE WAS GIVEN: FOR THE PORTION OF THE STRUCTURE OVER THE PROPERTY LINE, IT IS RECOMMENDED TO SEEK LEGAL REPRESENTATION TO MAKE AN ADVERSE POSSESSION CLAIM. THIS IS A CIVIL SOLUTION BETWEEN THE HOA AND PROPERTY OWNER THAT WILL NOT REQUIRE THE CITY ’S INVOLVEMENT. THE ZONING REVIEW OF THAT PORTION OF THE STRUCTURE WILL BE TREATED AS STANDARD NON- CONFORMING (AS IF IT WERE JUST IN THE SETBACK). Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES 1. 2. 3. 4. 5. 6. 7. Final proposed grading shown. See A1.00 for existing and conceptual grading plan. Contractor to provide tree protection fencing at the 1/2 CRZ per ECM 3.5.2. When tree protection fencing cannot be maintained at 1/2 CRZ during temporary construction access, provide 2x4 or greater planks (6' tall minimum) to protect trunk and root flares and 8" of mulch cover at entire root zone. During periods when heavy equipment will be operating within CRZ of protected trees, provide 3/4" plywood over 2x4 lumber over 12" layer of mulch. After construction is completed spread mulch to leave a maximum of 3" over root zone. Wrap connections of concrete line pump with plastic to prevent concrete slurry from leaching into ground and near roots of trees. Fence posts in the quarter CRZ of any protected or heritage tree can only be placed above grade or utilize a diamond pier (www.pinfoundations.com) to prevent root impacts. Fence posts and spot footings located in the half CRZ are required to be air-spaded prior to post and concrete placement. Contractor should not sever any root 2" or larger without approval from certified arborist. Refer to A-1.00 for tree list 500 500 PROPERTY LINE SETBACK / EASEMMENT TEMPORARY CONSTRUCTION ELEMENT EXISTING CONTOUR NEW CONTOUR CRZ IMPACTED BY DEVELOPMENT CRZ 1/2 CRZ TREE PROTECTION FENCE PER EMC 3.5.2 1/4 CRZ TRUNK PROVIDE MULCH AS PER ECM 3.6.1 NEW TREE TREE TO BE DEMOLISHED EB EXISTING SHED S O C S W S AC AC AC EXISTING LANDSCAPE WALL CO CO 578' 579' 580' 581' 582' 583' #18570 584' 585' 88'-5" T.O.F.F. DN LAWN GRAVEL THE PROPERTY IS JOINTLY OWNED BY THE HOA AND THE OWNER IS CURRENTLY WORKING ON THE AGREEMENT WITH THEM. PORTION NOT IN CONTRACT PROPERTY LINE 588'-9" LOW POINT . 6 ' 8 5 10' SETBACK 587' 588' VISITABLE RESTROOM: 34" CLEAR OPENING FACE OF WALL BELOW EXISTING ACCESSORY STRUCTURE 100'-0" = 597'-2 3/8" MSL ELEVATOR 72" X 40" CLEAR SPACE . 596'-11" HIGH POINT M 589' #18566 590' CANTILEVER PORTION OF MAIN LEVEL 99'-11" T.O. WD DECK UP D N 97'-2" T.O. WD DECK 12.5% #18565 LANDSCAPE AREA D N 1 2 . 5 % K C A B T E 0' S 4 3' 9 5 ' 4 9 5 5' 9 5 596' 597' % 2.5 1 DN 2' 9 5 #18556 VISITABLE DWELLING ENTRANCE: VISITABLE THRESHOLD, CLEAR WIDTH > 32" EXTERIOR VISITABLE ROUTE: SLOPE 1:12 MAX EXISTING ASPHALT PARKING SEE PLAN 2/- FOR COMPARISON TO EXISTING IMPACT E Y LIN T R E P O R P BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE D A O L R L E N N O T B M GIST E R E D AR L R I V ERA A G C H I T E R E U G I M S T A 175 8 2 T E FO T O S T O X E E C T SA 2025.06.04 K CO W C O T ENLARGED SITE PLAN GAME ROOM DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 A1.11 2206 N SCALE: 1" = 10' GRAPHIC SCALE 10 5 0 10 EXISTING HOUSE TO REMAIN E N D PICKLE BALL COURT 92'-4" T.O. COURT #18590 3' 8 5 ' 4 8 5 ' 5 8 5 6' 8 5 7' 8 5 8' 8 5 9' 8 5 0' 9 5 1' 9 5 WOOD DECK & RAMPS CONCRETE WALL; RE: STRUCT K #18555 EXISTING DRIVEWAY 10' SETBACK O C CO PROPERTY LINE 1 ENLARGED SITE PLAN 1/8" = 1'-0" LEGEND 1/2" REBAR FOUND (OR AS NOTED) ATS 1/2" REBAR WITH "ATS ENGINEERS" CAP FOUND 2" ROUND BOLT FOUND NAIL FOUND (AS NOTED) CALCULATED POINT CONTROL POINT/BENCHMARK LOCATION W WATER METER WATER VALVE S SPRINKLER CONTROL VALVE PVC STUBOUT (OR AS NOTED) UTILITY POLE GUY WIRE E ELECTRIC UTILITY EB ELECTRIC PULL BOX T TELEPHONE RISER AC AC PAD CO CLEANOUT M K MAILBOX KEYPAD OU OVERHEAD UTILITIES CHAIN LINK FENCE // WOOD FENCE ( ) RECORD INFORMATION C S 3 2 1 4 3 2 1 DEMO PERCENTAGES (PER 25-2-963): TOTAL EXISTING WALLS: TOTAL DEMO WALLS: TOTAL REMAINING WALLS: 312'-1" 155'-0" 157'-1" PERCENTAGE OF WALLS BEING DEMO: 49.7% P R O P E R T Y L I N E 3 '- 5 " " 3 - ' 5 1 3'-11" " 8 - ' 9 1 " 2 - ' 4 " 9 " 9 - ' 3 1 S I D E S E T B A C K 1 0 ' 3 3 ' - 1 " LEVEL 2 101'-10" 32'-5" K C A B T E S T N O R F ' 0 4 5 1 ' - 5 " LEVEL 1 138'-4" " 1 - ' 2 " 4 - ' 0 1 S I D E S E T B A C K 1 0 ' 30'-1" 4'-1" 8" 2 1 ' - 5 " " 5 - ' 7 1 BASEMENT 71'-11" S I D E S E T B A C K 1 0 ' " 4 - ' 2 1 12'-11" 3'-1" 4'-9" 5 DEMO CALCULATIONS 1/16" = 1'-0" 15'-1" K C A B T E S T N O R F ' 0 4 K C A B T E S T N O R F ' 0 4 4 DEMOLITION PLAN - ROOF 1/4" = 1'-0" EXTG ROOF AND STRUCTURE TO BE REMOVED AND REPLACED S I D E Y A R D S E T B A C K 1 0 ' FACE OF WALL BELOW SEE 3/- K C A B T E S D R A Y T N O R F ' 0 4 4 3 2 1 EXTG RAIL TO BE REMOVED P R O P E R T Y L I N E EXTG DECK AND STRUCTURE TO BE REMOVED AND REPLACED DECK EXTG WALLS AND STRUCTURE TO BE REMOVED. EXTG WINDOW LOCATION TO REMAIN EXTG FLOOR AND STRUCTURE TO BE REMOVED AND REPLACED EXTG COLUMNS TO BE REMOVED SEATING S I D E Y A R D S E T B A C K 1 0 ' EXTG DOOR AND WINDOW TO BE REMOVED EXTG WINDOW TO BE REMOVED FACE OF WALLS BELOW SEE 2/- N D EXTG STAIR TO BE REMOVED K C A B T E S D R A Y T N O R F ' 0 4 FACE OF EXTERIOR WALLS AND DECK ABOVE P R O P E R T Y L I N E EXTG COLUMNS TO BE REMOVED EXTG WINDOW TO BE REMOVED FLOOR AND STRUCTURE TO BE REMOVED AND REPLACED S I D E Y A R D S E T B A C K 1 0 ' BAR FLOOR AND STRUCTURE TO BE REMOVED EXTG STAIR TO BE REMOVED COLS TO BE REMOVED DOORS AND WALLS TO BE REMOVED FACE OF EXTERIOR WALLS AND DECK ABOVE UP K C A B T E S D R A Y T N O R F ' 0 4 EXTG DOOR TO BE REMOVED. SCREEN TO BE SAVED EXTG FRAMING TO REMAIN. EXTG STONE TO BE REMOVED, CLEANED, AND STORED FOR RE USE RE: ELEVATIONS EXTG STONE STEPS AND PATIO TO REMAIN IN PLACE UNDER PROPOSED DECK PORTIONS REMOVED, DECK TO MAINTAIN ORIGINAL FOOTPRINT OR LESS 2 DEMOLITION PLAN - LEVEL 1 1/4" = 1'-0" 4 3 2 1 P R O P E R T Y L I N E EXTG FLOATING SLAB TO BE REMOVED AND REPLACED STORAGE S I D E Y A R D S E T B A C K 1 0 ' EXTG COLUMNS TO BE REMOVED ELEVATED DIRT TO BE REMOVED COLS TO BE REMOVED WALL PORTION TO BE REMOVED FOR NEW DOOR RE: STRUC FOOTPRINT OF LEVEL ABOVE SEE 2/- K C A B T E S D R A Y T N O R F ' 0 4 A B C D E A B C D E SEE AD1.11 FOR ADDITIONAL SITE DEMO SEE AD1.11 FOR ADDITIONAL SITE DEMO Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. Prior to demolition walk project with Owner and Architect and identify architectural elements to be salvaged for re-use. See General Notes on A0.01 for additional notes on demolition requirements. Patch / repair / replace existing finishes as required where demolition occurs. Carefully remove and stockpile existing stone as required at basement and level 1 Carefully remove and stockpile existing doors as required. Protect existing finishes, fixtures, and hardware during construction. Contractor to catalog condition of existing appliances and systems for evaluation by Owner. All existing electrical receptacles, light fixtures, switches, meter, etc. to be removed. All existing plumbing, pipes, and fixtures to be removed. All gas pipes to be removed to existing meter. EXST WALL TO BE REMAIN AREA TO BE DEMOLISHED AREA NOT IMPACTED STONE TO BE REUSED BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE A B C D E A B C D E GIST E R E D AR L R I V ERA A G C H I T E R E U G I M S T A 175 8 2 T E FO T O S T O X E E C T SA 2025.06.04 3 DEMOLITION PLAN - LEVEL 2 1/4" = 1'-0" 1 DEMOLITION PLAN - BASEMENT 1/4" = 1'-0" DEMOLITION PLANS GAME ROOM AD2.10a DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 2206 PROPERTY LINE. SEE PLAN FOR FULL EXTENT 10' SIDE YARD SETBACK. SEE PLAN FOR FULL EXTENT 116' - 0" T.O. ROOF RIDGE " 3 - ' 8 " 9 - ' 7 " 4 / 3 0 - ' 8 107' - 9" T.O.F.F. (UL) 100' - 0" T.O.F.F. (ML) 91' - 11 1/4" T.O.F.F. (LL) EXISTING STONE TO BE REMOVED, CLEANED, STORED, AND RE-INSTALLED FROM MAIN LEVEL UPWARD WALLS, WINDOWS, ROOF AND FLOOR TO BE REMOVED AT UPPER LEVEL WOOD ROOF CONVERTED DECK STONE FACADE TO BE REMOVED AND STORED, FRAMING TO REMAIN WOOD COLUMNS WITH BRACING EXISTING STONE TO REMAIN EXISTING SIGN STORED AND TO BE REUSED 116' - 0" T.O. ROOF RIDGE " 3 - ' 8 2X6 WOOD BRACING ROOF SHINGLES ON WOOD FRAMING TYPICALLY, WINDOWS TO BE REMOVED AND REPLACED EXISTING STONE TO BE REMOVED, CLEANED, STORED, AND RE-INSTALLED FROM MAIN LEVEL UPWARD 107' - 9" T.O.F.F. (UL) 100' - 0" T.O.F.F. (ML) " 9 - ' 7 " 4 / 3 0 - ' 8 91' - 11 1/4" T.O.F.F. (LL) 4 EXTG-WEST ELEVATION 3/16" = 1'-0" 3 EXTG-NORTH ELEVATION 3/16" = 1'-0" Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES 1. 2. 3. 4. 100'-0" = 597.2' MSL See AD2.10a for additional demolition information. See AD3.00a for proposed finish and re-build information. All existing windows to be removed and replaced or eliminated. See A3.00a for proposed windows. Locations within setbacks will not move locations per Article 8 - 25-2-963 for non-complying structures. PORTION OF STONE TO BE REMOVED, STORED AND RE-INSTALLED PORTION OF BUILDING TO BE DEMO'ED AND REBUILT WALLS, WINDOWS, ROOF AND FLOOR TO BE REMOVED AT UPPER LEVEL WOOD RAILING WOOD COLUMNS BEYOND EXISTING STONE VENEER 4 3 2 1 40' FRONT YARD SETBACK WOOD RAILING ROOF SHINGLES ON WOOD FRAMING EXISTING STONE WALL TO REMAIN HALF LEVEL RESTROOM SHED METAL SHEET ROOF ON 2 LAYERS OF SHINGLE & WOOD FRAMING EXISTING SIGN STORED AND TO BE REUSED EXISTING SIGN ROOF SHINGLES ON WOOD FRAMING 116' - 0" T.O. ROOF RIDGE " 3 - ' 8 107' - 9" T.O.F.F. (UL) EXISTING STONE TO BE REMOVED, CLEANED, AND STORED, AND RE-INSTALLED FROM MAIN LEVEL UPWARD " 9 - ' 7 100' - 0" T.O.F.F. (ML) " 4 / 3 0 - ' 8 91' - 11 1/4" T.O.F.F. (LL) EXTG WOOD STAIRS 2 EXTG-SOUTH ELEVATION 3/16" = 1'-0" 1 EXTG-EAST ELEVATION 3/16" = 1'-0" PROPERTY LINE EXISTING SIGN STORED AND TO BE REUSED METAL SHEET ROOF ON 2 LAYERS OF SHINGLE & WOOD FRAMING 1/2" PLYWOOD W BOLTED STORE-BOUGHT ALUM WINDOWS ROOF SHINGLES ON WOOD FRAMING WOOD SIDING, PAINTED YELLOW EXISTING STONE VENEER PLANTERS DOOR SCREEN TO BE REMOVED, STORED AND REUSED 95' - 7 5/8" AVG GRADE 116' - 0" T.O. ROOF RIDGE " 3 - ' 8 " 9 - ' 7 " 4 / 3 0 - ' 8 107' - 9" T.O.F.F. (UL) 100' - 0" T.O.F.F. (ML) 91' - 11 1/4" T.O.F.F. (LL) BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE GIST E R E D AR L R I V ERA A G C H I T E R E U G I M S T A 175 8 2 T E FO T O S T O X E E C T SA 2025.06.04 EXISTING ELEVATIONS GAME ROOM AD3.00a DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 2206 4 3 2 1 4 14'-6" 115'-2 27/32" E.O. ROOF 20'-3 5/8" 20'-3 5/8" 49'-3 5/8" 14'-6" 1 A3.10a A 3 . 0 0 a 3 3 49'-3 5/8" 14'-6" 1 A3.10a A 3 . 0 0 a 3 2 1 14'-6" 115'-2 27/32" E.O. ROOF P R O P E R T Y L I N E EXTERIOR FACE OF WALL BELOW S I D E Y A R D S E T B A C K 1 0 ' DECK BELOW A 3 . 0 0 a 4 2 a 0 1 . 3 A M A T C H 4 . E 0 X 1 I ° S T I N G M A T C H 116'-0" T.O. RIDGE 116'-0" T.O. RIDGE 3 E X 0 . I M A T C H 4 . E 0 X 0 I ° S T I N G 8 S ° T I N G 115'-5 1/32" E.O. ROOF 115'-5 1/32" E.O. ROOF 28" LIVE OAK DRY CREEK CAFE SIGN 4 CONSTRUCTION PLAN - ROOF 1/4" = 1'-0" 116'-11 5/8" E.O. ROOF 116'-11 5/8" E.O. ROOF 24" LIVE OAK K C A B T E S D R A Y T N O R F ' 0 4 1 A3.10a 2 A3.00a 4 3 2 1 49'-3 5/8" 14'-6" 1 A3.10a A 3 . 0 0 a 3 20'-3 5/8" P R O P E R T Y L I N E 14'-6" EDGE OF ROOF ABOVE FACE OF EXTERIOR WALL BELOW GAME ROOM 009 S I D E Y A R D S E T B A C K 1 0 ' FINAL ELEVATOR SPECIFICATIONS, TBD ELEV. 005 K C A B T E S D R A Y T N O R F ' 0 4 A 3 . 0 0 a 4 2 a 0 1 . 3 A PAINTED STEEL RAILING DECK 008 28" LIVE OAK 8' 8 5 9' 8 5 ' 0 9 5 3 CONSTRUCTION PLAN - LEVEL 2 1/4" = 1'-0" 107'-9" T.O.F.F. 009 1 107'-8" T.O.F.F. N D EXTERIOR FACE OF WALL BELOW EDGE OF ROOF DRY CREEK CAFE SIGN ABOVE 1 A 3 . 0 0 a 2 a 0 1 . 3 A 1 A 3 . 0 0 a 2 a 0 1 . 3 A A B C D E A B C D " 4 / 1 8 - ' 8 1 " 6 5 2 / 3 2 1 1 - ' 4 " 6 5 2 / 9 6 1 9 - ' 3 " 0 - ' 4 / " 4 1 8 - ' 8 1 / " 6 5 2 3 2 1 1 - ' 4 " 6 5 2 / 9 6 1 9 - ' 3 " 0 - ' 4 E P R O P E R T Y L I N E SEATING 006 ENTERTAINMENT ROOM 007 S I D E Y A R D S E T B A C K 1 0 ' 006 2 FINAL ELEVATOR SPECIFICATIONS, TBD 100'-0" T.O.F.F. 006 1 FACE OF WALL AT LOWER LEVEL CL K N S I RESTROOM 004 ELEV. 005 T O I L E T CL A 3 . 0 0 a 4 2 a 0 1 . 3 A 99'-11" T.O. WD DECK K C A B T E S D R A Y T N O R F ' 0 4 DN N D P U AP-2 24" LIVE OAK 2"x6" PTD MTL LOUVERS DECK 012 97'-2" T.O. WD DECK 1 A3.10a 2 2 A3.00a EDGE OF ROOF EDGE OF DECK ABOVE 28" LIVE OAK ' 8 8 5 ' 9 8 5 ' 0 9 5 2 CONSTRUCTION PLAN - LEVEL 1 1/4" = 1'-0" 4 3 2 1 49'-3 5/8" 14'-6" 1 A3.10a A 3 . 0 0 a 3 3 14'-6" 20'-3 5/8" P R O P E R T Y L I N E LAUNDRY 003 003 1 CL TOILET 1'-7" AP-1 S I D E Y A R D S E T B A C K 1 0 ' A 3 . 0 0 a 4 2 a 0 1 . 3 A GUEST BED 001 91'-11 1/4" T.O.F.F. 001 2 001 1 BATH 002 002 1 I F X T U R E CL I S N K CL P U FOOTPRINT OF LEVEL ABOVE K C A B T E S D R A Y T N O R F ' 0 4 24" LIVE OAK 28" LIVE OAK 1 A3.10a 2 A3.00a 1 A3.10a 2 2 AD3.00b A3.00a 1 CONSTRUCTION PLAN - BASEMENT 1/4" = 1'-0" A B C D E A B C D E EDGE OF FLOOR ABOVE EDGE OF ROOF 1 A 3 . 0 0 a 2 a 0 1 . 3 A 1 A 3 . 0 0 a 2 a 0 1 . 3 A " 4 / 1 8 - ' 8 1 " 6 5 2 / 3 2 1 1 - ' 4 " 6 5 2 / 9 6 1 9 - ' 3 " 0 - ' 4 / " 4 1 8 - ' 8 1 / " 6 5 2 3 2 1 1 - ' 4 " 6 5 2 / 9 6 1 9 - ' 3 " 0 - ' 4 Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES 1. 2. 3. 4. 5. See sheet A-1.11 for relative MSL to noted 100'-0" finish floor. Final proposed grading shown. See A-1.00 for existing and conceptual grading plan. See A-1.00 tree list All dimensions to face of stud (FOS) unless otherwise noted. See A0.01 for additional information on dimensioning standards All interior walls to be 2x6 framing with acoustic insulation U.O.N. Verify finishes with finish schedule, material schedule, and interior elevations. Where finishes have not yet been defined assume two layers of 5/8" GWB for budget and dimensional coordination. NEW WALL EXISTING WALL TO REMAIN EXISTING WALL TO BE REPLACED BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE GIST E R E D AR L R I V ERA A G C H I T E R E U G I M S T A 175 8 2 T E FO T O S T O X E E C T SA 2025.06.04 CONSTRUCTION PLANS GAME ROOM DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 A2.10a 2206 4 3 2 1 P R O P E R T Y L I N E ENTERTAINMENT ROOM 007 V T SEATING 006 EDGE OF EXISTING SLAB BELOW S I D E Y A R D S E T B A C K 1 0 ' GFI RESTROOM 004 ELEV. 005 GFI N D P U K C A B T E S D R A Y T N O R F ' 0 4 DN GFI GFI DECK 012 2 POWER/FINISH PLAN - LEVEL 1 1/4" = 1'-0" 4 3 2 1 4 3 2 1 P R O P E R T Y L I N E GFI DECK 008 S I D E Y A R D S E T B A C K 1 0 ' COMPOSITE DECK T V N D GAME ROOM 009 WD FLOOR ELEV. 005 K C A B T E S D R A Y E D S I ' 0 4 A B C D E T V GUEST BED 001 CONC. LAUNDRY 003 AP-1 BATH 002 P R O P E R T Y L I N E S I D E Y A R D S E T B A C K 1 0 ' GFI P U K C A B T E S D R A Y E D S I ' 0 4 Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES 1. 2. 3. 4. 5. 6. 7. 8. Contractor to locate rough-ins for all power and data receptacles, lighting equipment, A/V devices, security devices, and HVAC controls for review with Architect and Owner in field prior to wiring. If rough-in boxes are not required or ready, tape up labels / pictures in mounting location. It is the contractors responsibility to ensure devices have been located per drawings / approved submittals prior to requesting walk-through. Dimensions are to face of finish U.O.N. Mounting heights given are approximate and should be verified with interior elevations. Where mounting heights are not given, refer to typical mounting height diagram. All outlets to be centered on wall or fixed panel, U.O.N. Only convenience receptacles are shown U.O.N. Data and power receptacles to share cover plate in divided boxes. Coordinate location / type / quantity of receptacles for appliances and equipment per manufacturer's installation instructions. Screwless tight trim plates to be utilized for all receptacles and lighting control devices U.O.N. See electrical device schedule for additional information. All light switches and environmental controls to be no higher than 48" above finish floor. All outlets and receptacles (except floor outlets / receptacles) to be 15" minimum above finish floor U.O.N. See interior elevations for additional information. BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE A B C D E A B C D E GIST E R E D AR L R I V ERA A G C H I T E R E U G I M S T A 175 8 2 T E FO T O S T O X E E C T SA 2025.06.04 3 POWER/FINISH PLAN - LEVEL 2 1/4" = 1'-0" 1 POWER/FINISH PLAN - BASEMENT 1/4" = 1'-0" POWER/FINISH PLANS GAME ROOM DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 A2.20a 2206 4 3 2 1 20'-3 5/8" 49'-3 5/8" 1 14'-6" A3.10a WOOD PANEL SOFFIT WD-A.1 LA LA LA . 106'-9 1/4" (+6'-9 1/4" AFF) W10 BEAMS ABOVE RE: STRUCT 107'-1 1/4" (+7'-1 1/4" AFF) P R O P E R T Y L I N E LA LA LA LA LA LA LA ENTERTAINMENT ROOM 007 LA S I D E Y A R D S E T B A C K 1 0 ' BEAM HEIGHTS PER IRC 2021 SECTION 305.1 MINIMUM HEIGHT, EXCEPTION 3 LA LA LA LA S LA LA RESTROOM 004 LA LA LC 2 a 0 1 . 3 A LA LA LA SD 14'-6" LA LA LA SEATING 006 LA SS K C A B T E S D R A Y E D S I ' 0 4 ROOF EDGE ABOVE " 5 - ' 1 3 " 4 / 1 8 - ' 8 1 " 8 / 1 1 1 - ' 4 " 8 / 5 9 - ' 3 " 0 - ' 4 2 a 0 1 . 3 A SIGNAGE ABOVE 1 A3.10a 2 REFLECTED CEILING PLAN - LEVEL 1 1/4" = 1'-0" 4 20'-3 5/8" 3 49'-3 5/8" 14'-6" 1 A3.10a 2 1 4 14'-6" 20'-3 5/8" 3 49'-3 5/8" 14'-6" 1 A3.10a 2 1 14'-6" 114'-8" (+6'-11 5/8" AFF) LA LA @ CLG 115'-4" (+7'-7 1/4" AFF) LA . 115'-0 1/4" @ BEAM (+7'-3 1/4" AFF) SD W10 BEAM ABOVE RE: STRUCT LA LA 114'-10 7/8" (+7'-2 5/8" AFF) 114'-10 3/8" (+7'-2 1/8" AFF) A B C D E " 5 - ' 1 3 / " 4 1 8 - ' 8 1 " 4 / 3 0 - ' 5 " 8 - ' 3 " 0 - ' 4 2 a 0 1 . 3 A 2 a 0 1 3 A . P R O P E R T Y L I N E LA LA 114'-8" (+6'-11 5/8" AFF) LA LA 2 a 0 1 . 3 A S I D E Y A R D S E T B A C K 1 0 ' 115'-4" @ CLG (+7'-7 1/4" AFF) 115'-9 3/8" (+8'-1 1/8" AFF) ELEV. 005 LA LA SS SOFFIT LA LA LA LA K C A B T E S D R A Y E D S I ' 0 4 1 A3.10a P R O P E R T Y L I N E LA S I D E Y A R D S E T B A C K 1 0 ' LAUNDRY 003 CA S S FAN GUEST BED 001 99'-2 1/2" (+7'-3 1/4" AFF) . 99'-0 3/8" (+7'-1 1/8" AFF) W10 BEAM RE: STRUCT FAN BATH 002 LA S S 3 3 LA 2 a 0 1 3 A . LA SD LA S LA S3S3 WOOD PANEL SOFFIT: WD-A.1 P U K C A B T E S D R A Y E D S I ' 0 4 1 A3.10a " 5 - ' 1 3 / " 4 1 8 - ' 8 1 " 8 / 1 1 1 - ' 4 " 8 / 5 9 - ' 3 " 0 - ' 4 3 REFLECTED CEILING PLAN - LEVEL 2 1/4" = 1'-0" 1 REFLECTED CEILING PLAN - BASEMENT LEVEL 1/4" = 1'-0" A B C D E A B C D E Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. All interior ceilings to be GWB-1 painted sheetrock U.O.N. Dimensions are to face of finish U.O.N. Contractor to locate rough-ins for all power and data receptacles, lighting equipment, A/V devices, security devices, and HVAC controls for review with Architect and Owner in field prior to wiring. If rough-in boxes are not required or ready, tape up labels / pictures in mounting location. It is the contractors responsibility to ensure devices have been located per drawings / approved submittals prior to walk- through. All fixtures to be centered in room U.O.N. Refer to elevations for wall mounted fixture heights. See finish plans for step lights, floor mounted, and in-ground lighting locations. See power plan for switched outlet locations. See decorative fixture schedule for mounting type and dimming requirements. Screwless tight trim plates to be utilized for all receptacles and lighting control devices U.O.N. See electrical device schedule for additional information. Provide UL 217 listed smoke alarms as required as per IRC R314. Review rough-in locations with Architect and Owner in field prior to wiring. (For areas requiring carbon monoxide alarms per IRC R315 provide combination alarms UL 217 and UL 2034 listed.) Air device locations and sizes per mechanical design by others. Submit device selections, sizes, and locations to Architect prior to ceiling framing for final coordination and approval. BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE GIST E R E D AR L R I V ERA A G C H I T E R E U G I M S T A 175 8 2 T E FO T O S T O X E E C T SA 2025.06.04 RCP + LIGHTING PLANS GAME ROOM DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 A2.30a 2206 AREA 01 AREA 02 10' SIDE YARD SETBACK. SEE PLAN FOR FULL EXTENT SUBCHAPTER F TENT PROPERTY LINE. SEE PLAN FOR FULL EXTENT WOOD FASCIA RELOCATED DRY CREEK CAFE SIGN PTD STEEL LOUVERS VERTICAL WOOD SIDING CONCRETE WALL. SEE PLAN FOR FULL EXTENT; RE: STRUC GLASS RAIL CONC. RETAINING WALL 116' - 11 5/8" ROOF H.P. (OUTSIDE OF SETBACK) 116' - 0" T.O. ROOF RIDGE " 3 - ' 8 VERTICAL WOOD SIDING HORIZONTAL WOOD SIDING " 0 - ' 5 1 EXISTING STONE TO BE RE-INSTALLED FROM MAIN LEVEL UPWARD EXISTING STONE BELOW MAIN LEVEL TO REMAIN 107' - 9" T.O.F.F. (UL) " 4 - ' 1 2 " 9 - ' 7 " 4 / 3 0 - ' 8 100' - 0" T.O.F.F. (ML) 91' - 11 1/4" T.O.F.F. (LL) 95' - 7 5/8" AVG GRADE 009 G 009 F PTD STEEL RAILING " 0 - ' 5 1 4 WEST ELEVATION 3/16" = 1'-0" 001 A AREA 01 AREA 02 SUBCHAPTER F TENT 40' FRONT YARD SETBACK. SEE PLAN FOR FULL EXTENT 4 3 2 1 PTD STL LOUVERS " 8 / 5 3 - ' 9 009 E 009 D PTD STL RAILING VERTICAL WOOD SIDING EXISTING STONE BELOW MAIN LEVEL TO REMAIN 007 D 007 C 007 B 007 A 588'-9" LOW POINT 2 SOUTH ELEVATION 3/16" = 1'-0" 006 D CONCRETE WALL SEE PLAN FOR FULL EXTENT; RE: STRUC RE-FINISH AND RE-USE EXISTING YELLOW SCREEN DOOR Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES 1. 2. 3. 100'-0" = 597.2' MSL See A6.00 for additional information regarding window type and dimensions. See material schedule for additional information on finishes. AREA 02 007 E 001 B PTD STEEL RAILING EXISTING STONE BELOW MAIN LEVEL TO REMAIN STN-A.2 WOOD FENCE AREA 01 SUBCHAPTER F TENT WOOD FASCIA VERTICAL WOOD SIDING HORIZONTAL WOOD SIDING 116' - 11 5/8" ROOF H.P. (OUTSIDE OF SETBACK) 116' - 0" T.O. ROOF RIDGE " 3 - ' 8 " 9 - ' 7 " 4 / 3 0 - ' 8 107' - 9" T.O.F.F. (UL) " 4 - ' 1 2 95' - 7 5/8" AVG GRADE 100' - 0" T.O.F.F. (ML) 91' - 11 1/4" T.O.F.F. (LL) 009 K 009 J 009 H 006 A 596'-11" HIGH POINT EXISTING STONE TO BE RE-INSTALLED FROM MAIN LEVEL UPWARD 3 NORTH ELEVATION 3/16" = 1'-0" SUBCHAPTER F TENT PROPERTY LINE WOOD FASCIA VERTICAL WOOD SIDING HORIZONTAL WOOD SIDING EXISTING STONE TO BE RE-INSTALLED FROM MAIN LEVEL UPWARD 116' - 0" T.O. ROOF RIDGE 116' - 11 5/8" ROOF H.P. (OUTSIDE OF SETBACK) " 3 - ' 8 " 9 - ' 7 " 4 / 3 0 - ' 8 107' - 9" T.O.F.F. (UL) " 4 - ' 1 2 100' - 0" T.O.F.F. (ML) 91' - 11 1/4" T.O.F.F. (LL) 95' - 7 5/8" AVG GRADE RELOCATED DRY CREEK CAFE SIGN PTD STL RAILING PTD STL LOUVERS HORIZONTAL WOOD SIDING 1 EAST ELEVATION 3/16" = 1'-0" 009 C 009 B 006 C 009 A 006 B WOOD FASCIA VERTICAL WOOD SIDING HORIZONTAL WOOD SIDING VERTICAL WOOD SIDING EXISTING STONE TO BE RE-INSTALLED FROM MAIN LEVEL UPWARD 116' - 0" T.O. ROOF RIDGE 116' - 11 5/8" ROOF H.P. (OUTSIDE OF SETBACK) " 3 - ' 8 " 9 - ' 7 " 4 / 3 0 - ' 8 107' - 9" T.O.F.F. (UL) " 4 - ' 1 2 100' - 0" T.O.F.F. (ML) 91' - 11 1/4" T.O.F.F. (LL) 95' - 7 5/8" AVG GRADE BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE GIST E R E D AR L R I V ERA A G C H I T E R E U G I M S T A 175 8 2 T E FO T O S T O X E E C T SA 2025.06.04 EXTERIOR ELEVATIONS GAME ROOM DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 A3.00a 2206 AREA 01 AREA 02 40' FRONT YARD SETBACK RESTROOM 7' - 10" x 5' - 0" GUEST BED 12' - 0" x 13' - 0" BATH 7' - 0" x 7' - 0" 2 LONG SECTION 1/4" = 1'-0" 10' SIDE YARD SETBACK PROPERTY LINE AREA 01 RIDGE AND ROOF WITHIN SETBACK AREA TO MATCH EXISTING LOCATION SEATING 29' - 6" x 14' - 0" Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES 1. 2. 100'-0" = 597.2' MSL Building sections are provided to illustrate design intent and general relationships. See exterior and interior elevations and wall sections for additional information on material selections and assemblies. BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE WOOD FASCIA VERTICAL WOOD SIDING HORIZONTAL WOOD SIDING EXISTING STONE TO BE RE-INSTALLED FROM MAIN LEVEL UPWARD 116' - 11 5/8" ROOF H.P. 116' - 0" T.O. ROOF RIDGE 107' - 9" T.O.F.F. (UL) 100' - 0" T.O.F.F. (ML) 91' - 11 1/4" T.O.F.F. (LL) 116' - 11 5/8" ROOF H.P. 116' - 0" T.O. ROOF RIDGE 107' - 9" T.O.F.F. (UL) 100' - 0" T.O.F.F. (ML) " 3 - ' 8 " 9 - ' 7 " 4 / 3 0 - ' 8 " 3 - ' 8 " 9 - ' 7 PROPERTY LINE 10' SIDE YARD SETBACK AREA 02 ENTERTAINMENT ROOM 18' - 6" x 19' - 8" " 4 / 3 7 GUEST BED 12' - 0" x 13' - 0" EXISTING DRY CREEK CAFE SIGN 116' - 11 5/8" ROOF H.P. 116' - 0" T.O. ROOF RIDGE " 3 - ' 8 " 9 - ' 7 " 4 / 3 0 - ' 8 107' - 9" T.O.F.F. (UL) 100' - 0" T.O.F.F. (ML) 91' - 11 1/4" T.O.F.F. (LL) 3 SHORT SECTION1 1/4" = 1'-0" 1 SHORT SECTION 1/4" = 1'-0" I M S T A 175 8 2 T E FO T GIST E R E D AR L R I V ERA A G C H I T E R E U G O S T O X E E C T SA 2025.06.04 BUILDING SECTIONS GAME ROOM DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 A3.10a 2206 C D C D E B ROOF ASSEMBLY, TYP.: 3/4" PVC ROOFING WEATHER BARRIER 3/4" SHEATHING W10 BEAMS W/ 3-1/2" CLOSED CELL SPRAY INSULATION (R-25) 5/8" PAINTED GYP. CLOSED CELL SPRAYED INSULATION BATT INSULATION WATER RESISTANT BARRIER SHEATHING ROOF ASSEMBLY, TYP.: 3/4" PVC ROOFING WEATHER BARRIER 3/4" SHEATHING W10 BEAMS W/ 3-1/2" CLOSED CELL SPRAY INSULATION (R-25) 5/8" PAINTED GYP. WATER RESISTANT BARRIER SHEATHING GAME ROOM 009 GAME ROOM 009 MID-FLOOR ASSEMBLY, TYP.: 3/4" FLOOR FINISH FLOOR UNDERLAYMENT 3/4" SHEATHING W10 BEAMS W/ 3-1/2" CLOSED CELL SPRAY INSULATION (R-25) 5/8" PAINTED GYP. EXISTING STONE TO BE RE-INSTALLED FROM MAIN LEVEL UPWARD EXISTING FRAMING ENTERTAINMENT ROOM 007 SEATING 006 FRAMING AS REQ'D; RE: STRUCTURAL ROOF ASSEMBLY, TYP.: 3/4" PVC ROOFING WEATHER BARRIER 3/4" SHEATHING W10 BEAMS W/ 3-1/2" CLOSED CELL SPRAY INSULATION (R-25) 5/8" PAINTED GYP. ENTERTAINMENT ROOM 007 LAUNDRY 003 EXISTING STONE WALL EXISTING STONE REMAINS FROM MAIN LEVEL DOWN GUEST BED 001 ROOF ASSEMBLY, TYP.: 3/4" PVC ROOFING WEATHER BARRIER 3/4" SHEATHING W10 BEAMS W/ 3-1/2" CLOSED CELL SPRAY INSULATION (R-25) 5/8" PAINTED GYP. EXTERIOR WALL ASSEMBLY, TYP.: 3/4" WOOD CLADDING WEATHER BARRIER 1/2" SHEATHING 2X4 STUD 16" O.C. W/ BATTS INSULATION (MIN R-15) 5/8" PAINTED GYP. PAINTED STEEL RAIL CLOSED CELL SPRAYED INSULATION SHEATHING WATER RESISTANT BARRIER CONC. WALLS; RE: STRUC BATT INSULATION CLOSED CELL SPRAYED INSULATION CONCRETE HEADER; RE: STRUCTURAL EXISTING DOUBLE- WYTHE STONE WALL ROOF FRAMING AS REQ'D; RE: STRUCTURAL " 8 / 5 1 1 116' - 11 5/8" ROOF H.P. 116' - 0" T.O. ROOF RIDGE PAINTED STEEL LOUVERS BEYOND ROOF ASSEMBLY, TYP.: 3/4" PVC ROOFING WEATHER BARRIER 3/4" SHEATHING W10 BEAMS W/ 3-1/2" CLOSED CELL SPRAY INSULATION (R-25) 5/8" PAINTED GYP. CLOSED CELL SPRAYED INSULATION GAME ROOM 009 EXTERIOR WALL ASSEMBLY, TYP.: 3/4" WOOD CLADDING WEATHER BARRIER 1/2" SHEATHING 2X4 STUD 16" O.C. W/ BATTS INSULATION (MIN R-15) 5/8" PAINTED GYP. NEW STAIR DECK 012 SEATING 006 BATT INSULATION CLOSED CELL SPRAYED INSULATION EXISTING STONE TO BE RE-INSTALLED FROM MAIN LEVEL UPWARDS SHEATHING WATER RESISTANT BARRIER " 3 - ' 8 " 9 - ' 7 107' - 9" T.O.F.F. (UL) 100' - 0" T.O.F.F. (ML) " 4 / 3 0 - ' 8 95' - 7 5/8" AVG GRADE 91' - 11 1/4" T.O.F.F. (LL) Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES 1. 2. 3. 100'-0" = XXX.X' MSL See material schedule for additional information on finishes. Wall sections indicate general assembly requirements. Refer to details for specific information. EXISTING TO REMAIN BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE GIST E R E D AR L R I V ERA A G C H I T E R E U G I M S T A 175 8 2 T E FO T O S T O X E E C T SA 2025.06.04 5 SECTION @ GRID B 1/2" = 1'-0" 4 SECTION BETWEEN GRID 2 & 3 Copy 1 1/2" = 1'-0" 3 SECTION BETWEEN GRID 3 & 4 1/2" = 1'-0" 2 SECTION BETWEEN GRID 2 & 3 1/2" = 1'-0" 1 SECTION BETWEEN GRID 2 & 1 1/2" = 1'-0" WALL SECTIONS GAME ROOM DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 A4.00a 2206 Miró Rivera Architects Copyright © 2025, Miró Rivera Architects, Inc. 505 Powell Street, Austin, Texas 78703 Phone: 512.477.7016 CONSULTANTS Steinman Luevano 5901 Old Fredericksburg Rd, Suite #B101 Austin TX, 78749 Phone: (512) 891-6766 Firm Reg. (if applicable) Francis Harvey 4622 Burnet Rd, Austin TX, 78756 Phone: (737) 587-3773 Firm Reg. (if applicable) Matt Rygg Homes 8801 Tara Ln Austin TX, 78737 Phone: (512) 293-6288 Firm Reg. (if applicable) LEGEND / NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. All windows shall be hose-tested for weather tightness prior to installation of finish materials. Final finishes should not prevent removal of glazing for replacement or operability of window; coordinate with Architect if conflict is anticipated. Window shop drawing submittal to include overall unit dimensions, operable hardware locations, frame color and finish type, hardware finish and type, glass specification, details at head, jamb and sills, and sealant color. Note code requirements for individual units. If opening of operable window sill is less than 24" from finish floor and greater than 72" above finish grade, provide window opening control device as required by code. U.O.N. opposite jamb is same detail O.H. See details for relationship of dimensions given here to frame dimensions. Rough openings per manufacturer. U.O.N. all glazing to be GL-1 unless GL-1T is required by manufacturer or code. Spacer bar in IGU's to be black and warm-edge type. For pricing purposes use MHB windows with Colbert Henning at Fenestra Concepts colbert@fenestraconcepts.com BAR PERMIT SET PRELIMINARY PRICING SET REVISION ISSUE 06/04/2025 02/21/2025 DATE GIST E R E D AR L R I V ERA A G C H I T E R E U G I M S T A 175 8 2 T E FO T O S T O X E E C T SA 2025.06.04 611'-6 19/32" 604'-10 19/32" 595'-4 3/4" 589'-1 3/4" WINDOW ELEVATIONS GAME ROOM DRY CREEK CAFE 4812 MT BONNELL RD, AUSTIN, TX 78731 A6.00a 2206 3 A6.10 1 A6.10 0 1 . 6 2A 3 A6.10 1 A6.10 0 1 . 6 2A 3 A6.10 1 A6.10 0 1 . 6 2A 3 A6.10 0 1 . 6 2A 0 1 . 6 2A 1 A6.10 3 A6.10 1 A6.10 3 A6.10 1 A6.10 0 1 . 6 2A 3 A6.10 1 A6.10 0 1 . 6 2A 3 A6.10 1 A6.10 0 1 . 6 2A 3 A6.10 1 A6.10 0 1 . 6 2A 3 A6.10 1 A6.10 0 1 . 6 2A 009K 009J 009H 009G 009F 009E 009D 009C 009B 009A 3 A6.10 3 A6.10 3 A6.10 3 A6.10 3 A6.10 3 A6.10 . 0 1 6 2A . 0 1 6 2A . 0 1 6 2A . 0 1 6 2A . 0 1 6 2A . 0 1 6 2A . 0 1 6 2A 1 A6.10 1 A6.10 1 A6.10 007E 007D 007C 1 A6.10 007B 1 A6.10 007A 1 A6.10 3 A6.10 1 A6.10 3 A6.10 1 A6.10 . 0 1 6 2A 3 A6.10 1 A6.10 . 0 1 6 2A 604'-4 11/32" . 0 1 6 2A 597'-2 11/32" 3 A6.10 1 A6.10 3 A6.10 1 A6.10 . 0 1 6 2A 006D 006C 006B 006A 001B 001A