C.6.1 - 1623 Waterston Ave - plans — original pdf

Backup

MULCH TREES. DO NOT PERMIT TRAFFIC IN CRZ AREA, SET PROTECTIVE FENCING AROUND TREES. TYP.FOLLOW NOTE 6 OF TREE PROTECTION NOTES WHERE PATH CROSSES OVER 1/2 CRZ . STUCCO FENCING 5 4 7 2' - 0" 4" E U N E V A N O S R E T A W ) . . W O R . ' 0 4 ( ' 1 1 . 0 5 E " 9 4 ' 2 5 ° 1 6 S " 0 - ' 5 MULCH TREES. DO NOT PERMIT TRAFFIC IN CRZ AREA, SET PROTECTIVE FENCING AROUND TREES. TYP.FOLLOW NOTE 6 OF TREE PROTECTION NOTES WHERE PATH CROSSES OVER 1/2 CRZ . E U N E V A N O S R E T A W ) . . W O R . ' 0 4 ( ' 1 1 . 0 5 E " 9 4 ' 2 5 ° 1 6 S 23' - 7 1/4" TO MCMANSION BUILD LINE 40' - 0" RESIDENTIAL DESIGN COMPATIBILITY STANDARDS SETBACK PLANE SECTION 01 HIGHPOINT OF THE ADJACENT GRADE +547' 547' - 0 3/4" HIGH POINT 01 545' - 11 1/2" ADJACENT HIGH POINT 545' - 4 3/4" HIGH POINT 02 1/2 CRZ 547 1/4 CRZ 22.5 CEDAR " 0 - ' 5 546 8 40' - 0" RESIDENTIAL DESIGN COMPATIBILITY STANDARDS SETBACK PLANE SECTION 01 HIGHPOINT OF THE ADJACENT GRADE +545.4' LOT 10 S 26°24'10" W 142.74' 545 544 38' - 9 3/4" RESIDENTIAL DESIGN COMPATIBILITY STANDARDS SETBACK PLANE SECTION 01 HIGHPOINT OF THE ADJACENT GRADE +543.2' 543' - 3 7/8" HIGH POINT 03 3 4 5 5' SIDE YARD SETBACK 2 4 5 1 4 5 0 4 5 9 3 5 8 3 5 NEW POOL E C A R R E T E P A C S D N A L W E N E C A R R E T E P A C S D N A L W E N NEW HOUSE 2-STORY WOOD VENEER STUCCO FENCING 1/2 CRZ 1/4 CRZ 25" POST OAK R 4' - 0 " T E E R T S H T 2 1 ' 8 0 . 0 5 W " 5 3 ' 9 5 ° 1 6 N NEW CARPORT NEW CONCRETE DRIVE " 4 - ' 2 1 NOTE: NEW SIDEWALK PAVERS W CONSTRUCTION STAGING LOCATION 25' - 0" BM // // K C A B T E S D R A Y T N O R F ' 5 2 " 0 - ' 5 // AC 543' - 8 7/8" ADJACENT LOW POINT 5' SIDE YARD SETBACK 15' - 0" " 0 - ' 5 " R 4 ' - 0 // // // // // // // // // // // // PROVIDE FIREBLOCKING FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING AND ELIMINATE SOFFIT OR GABLE VENT OPENINGS IN AREAS WHERE THE EAVE GOES OVER THE SETBACK PLANE // // // // // // // N 26°23'31" E 142.84' LOT 12 OVERHEAD ELECTRIC LINE STONE RETAINING WALL 25' - 0" TO MCMANSION BUILD LINE 40' - 0" RESIDENTIAL DESIGN COMPATIBILITY STANDARDS SETBACK PLANE SECTION 01 HIGHPOINT OF THE ADJACENT GRADE +547' 40' - 0" RESIDENTIAL DESIGN COMPATIBILITY STANDARDS SETBACK PLANE SECTION 01 HIGHPOINT OF THE ADJACENT GRADE +545.4' 37' - 8 1/2" RESIDENTIAL DESIGN COMPATIBILITY STANDARDS SETBACK PLANE SECTION 01 HIGHPOINT OF THE ADJACENT GRADE +543.2' 1 SITE PLAN - PROPOSED 1/8" = 1'-0" TRUE NORTH PROJECT NORTH LOT 10 S 26°24'10" W 142.74' 5 4 7 547 8 8 546 8 545 8 544 3 4 5 5' SIDE YARD SETBACK 2 4 5 1 4 5 0 4 5 9 3 5 8 3 5 8 8 8 8 8 STONE RETAINING WALL 8 22.5 CEDAR EXISTING CONCRETE WALK TO BE DEMO'D 571'-0" EXISTING F.F.E. LOT 11 25" POST OAK CONSTRUCTION STAGING LOCATION W K C A B T E S D R A Y T N O R F ' 5 2 EXISTING HOUSE 2-STORY BRICK & WOOD VENEER TO BE DEMO'D -23'-1" AC BM // // // // // // // // // // // // // // N 26°23'31" E 142.84' EXISTING OVERHEAD ELECTRIC LINE 5' SIDE YARD SETBACK // // // // // // // // T E E R T S H T 2 1 ' 8 0 . 0 5 W " 5 3 ' 9 5 ° 1 6 N SITE INFORMATION LAND SURVEY DRAWN BY ALL ALLPOINTS SURVEYING ON NOVEMBER 23 2020 TREE PROTECTION NOTES: MULCH TRAFFIC AREA AND SET PROTECTIVE FENCING AROUND TREES IN CRITICAL ROOT ZONES. NO CONSTRUCTION STAGING WITHIN CRITICAL ROOT ZONES. FOOTINGS WITHIN CRITICAL ROOT ZONES TO BE EXCAVATED USING AN AIR SPADE BY A CERTIFIED ARBORIST ON SITE AND USING PRESCRIBED SOIL TREATMENT. IF ANY ROOTS 1.5” OR GREATER ARE ENCOUNTERED DURING EXCAVATION, FOOTING MUST BE MOVED TO AVOID ROOT. CONTACT ENGINEER FOR DIRECTION OF SHIFT. MATERIAL STAGING, DUMPSTER AND SPOILS PLACEMENT CANNOT BE WITHIN THE ½ CRZ OF ANY PROTECTED TREES. PORTABLE TOILET AND CONCRETE WASHOUT CANNOT BE WITHIN THE FULL CRZ OF ANY PROTECTED TREES. COORDINATE EXACT LOCATIONS WITH TREE INSPECTOR DURING PRE-CONSTRUCTION MEETING. WRAP CONNECTIONS OF CONCRETE LINE PUMP WITH PLASTIC TO PREVENT CONCRETE SLURRY FROM LEACHING INTO GROUND AND NEAR ROOTS OF TREES. IF HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AREA OF THE FULL CRZ OF PROTECTED TREES, PROVIDE 2 3/4" PLYWOOD OVER 2X4 LUMBER OVER 12″ LAYER OF MULCH TO BRIDGE OVER THE ROOTS AND PREVENT SOIL/ROOT COMPACTION. AFTER CONSTRUCTION IS COMPLETED, SPREAD MULCH AROUND SITE TO LEAVE A MAX LAYER OF 3″ WITHIN ROOT ZONES. AN 8" LAYER OF MUCH IS REQUIRED FOR THE FULL CRZ IF IT IS NOT PROTECTED WITHING FENCING. 1. 2. 3. 4. 5. 6. 7. • AVOID THE ½ CRITICAL ROOT ZONE OF ANY PROTECTED TREE WITH ANY NEWLY PROPOSED UTILITY ROUTES AND METER LOCATIONS. TREE PROTECTION LEGEND PROTECTIVE FENCING AROUND TREES. PROVIDE 8” OF MULCH FOR ALL AREAS OF THE FULL CRZ NOT PROTECTED BY THE FENCE MATERIALS AND STAGING CONSTRUCTION ACCESS PATHWAY DEMOLITION NOTES: 1. ALL EXISTING COMPONENTS TO REMAIN TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION BY THE GENERAL CONTRACTOR (G.C.). ANY DAMAGED MATERIAL IS TO BE REPAIRED, REPLACED OR REBUILT IN A MANNER ACCEPTABLE TO THE OWNER AND ARCHITECT. 2. THE G.C. IS RESPONSIBLE FOR ALL NECESSARY DEMOLITION OF THE BUILDING SYSTEMS, AND PATCHING OR REPAIR OF EXISTING BUILDING FINISHED/SITE FEATURES AFFECTED BY NEW CONSTRUCTION. 3. DAMAGES TO PROPERTY OF THE OWNER SHALL BE REPAIRED OR PAID FOR BY THE G.C.. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, DAMAGES TO THE BUILDING GROUNDS, PLANTINGS, WALLS, PAVEMENT, UTILITIES, FINISHES, FURNISHINGS, ETC. 4. WINDOWS AND DOORS IN EXISTING WALLS TO REMAIN TO BE PROTECTED. REPAIR AS REQUIRED DURING CONSTRUCTION. 5. CONTRACTOR TO BRACE/SHORE EXISTING CONSTRUCTION TO REMAIN AS REQUIRED. 2 SITE PLAN - EXISTING 1/8" = 1'-0" TRUE NORTH PROJECT NORTH ««« IF PRINTED AT 11X17, SCALE IS 1/2 OF WHAT IS NOTED »»» 1505 Travis Heights Blvd. Austin, TX 78704 21.10.04 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. N O T S R E T A W 3 2 6 1 3 0 7 8 7 X T , I N T S U A , T E E R T S N O T S R E T A W 3 2 6 1 ISSUE SETS DATE DESCRIPTION 21.10.04 PERMIT SET 21.10.04 SITE PLANS A1.0 M P 7 5 : 3 1 : 1 1 2 0 2 / 9 / 2 GENERAL & SPECIAL CONDITIONS 1.1 GENERAL CONDITIONS: DOCUMENT A105 OF THE AMERICAN INSTITUTE OF ARCHITECTS, “STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR FOR RESIDENTIAL OR SMALL COMMERCIAL PROJECT” (2007 EDITION), IS PART OF THIS CONTRACT AND APPLIES TO ALL CONTRACTORS AND SUB-CONTRACTORS. 1.2 CODES: ALL WORK SHALL COMPLY WITH CURRENT VERSIONS OF: INTERNATIONAL RESIDENTIAL CODE, INTERNATIONAL ENERGY CONSERVATION CODE, AND OTHER APPLICABLE CODES, ORDINANCES, RULES, REGULATIONS, AND LAWS OF BUILDING OFFICIALS OR AUTHORITIES HAVING JURISDICTION. ALL WORK NECESSARY TO COMPLY WITH SUCH REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR. DISCREPANCIES BETWEEN CODES, STANDARD PRACTICES AND INFORMATION WITH CONSTRUCTION DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO CONSTRUCTION. 1.3 INTER-RELATION OF DOCUMENTS: IF DISCREPANCIES IN INFORMATION OCCUR WITHIN THE CONTRACT DOCUMENTS, REPORT SUCH DISCREPANCIES TO THE ARCHITECT, AS THEY ARE DISCOVERED, BEFORE PROCEEDING WITH CONSTRUCTION. 1.4 PERMITS & FEES: CONTRACTOR SHALL PROVIDE BUILDING PERMIT AND PAY ALL APPLICABLE FEES. SUBCONTRACTORS SHALL PROVIDE PERMITS REQUIRED FOR EACH TRADE. CONTRACTOR SHALL COORDINATE ALL INSPECTIONS REQUIRED BY LOCAL ORDINANCES. 1.5 INSURANCE: CONTRACTOR SHALL FURNISH TO OWNER CERTIFICATES OF INSURANCE AS REQUIRED BY THE CONDITIONS OF THE CONTRACT, IN A FORM ACCEPTABLE TO THE OWNER FOR: COMPREHENSIVE GENERAL LIABILITY EMPLOYER’S LIABILITY BUILDER'S RISK 1.6 RECORD SET OF DRAWINGS: A RECORD SET OF CONTRACT DRAWINGS AND SPECIFICATIONS AND SUBSEQUENT DRAWINGS/CLARIFICATIONS (SK’S) SHALL BE KEPT ON THE JOB AT ALL TIMES WITH ALL CHANGES OR NOTES RECORDED THEREON. 1.7 MISC. FINAL CLEAN UP: (BY GENERAL CONTRACTOR) CLEAN ALL GLASS, PLUMBING FIXTURES, SURFACES, HVAC FILTERS, ETC. REMOVE ALL CARTONS, DEBRIS, ETC. FROM PREMISES. "MOVE IN" CLEAN THROUGHOUT. 1.8 TEMPORARY FACILITIES: CONTRACTOR SHALL PROVIDE AND MAINTAIN JOB PORT-A-CAN. 1.9 PHOTOGRAPHIC DOCUMENTATION: CONTRACTOR IS RESPONSIBLE FOR A PHOTOGRAPHIC AND/OR VIDEO RECORDING OF OPEN WALLS SHOWING LOCATIONS OF ALL ELECTRICAL, PLUMBING AND MECHANICAL RUNS BEFORE INSULATION AND APPLYING GYPSUM BOARD OR OTHER FINISH PRODUCTS TO WALLS. CONTRACTOR SHALL PROVIDE A COPY OF THE PHOTOS AND/OR VIDEO RECORDING TO OWNER AT END OF THE JOB. 1.10 INFORMATION PACKAGE: CONTRACTOR SHALL FURNISH TO OWNER AT MOVE-IN, A BINDER OR FILE OF INFORMATION CONTAINING ALL WARRANTIES, INSTRUCTIONS, PAINT AND STAIN COLORS USED ON THE PROJECT, AND LIST OF SUB-CONTRACTORS. 1.11 SUBMITTALS: CONTRACTOR SHALL FURNISH ARCHITECT WITH THE FOLLOWING SUBMITTALS FOR REVIEW DURING THE CONSTRUCTION PROCESS. THIS LIST IS IN ADDITION TO MATERIAL SAMPLES OR MOCK-UPS REQUESTED BY ARCHITECT OR OWNER: > WINDOW AND DOOR ORDERS, INCLUDING SHOP DRAWINGS OF ANY CUSTOM WINDOWS AND DOORS > SHOP DRAWINGS OF ANY CUSTOM STEEL FABRICATIONS (STRUCTURAL AND NON-STRUCTURAL) > SHOP DRAWINGS OF CABINETS > SPECIAL EQUIPMENT > CUT SHEETS OF LIGHT FIXTURES AND PLUMBING FIXTURES SUBCONTRACTORS SHALL NOT SEND SUBMITTALS DIRECTLY TO ARCHITECT. THE ARCHITECT SHALL REVIEW SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND OTHER DATA FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH THE DESIGN CONCEPT AND THE INFORMATION SHOWN IN THE CONSTRUCTION DOCUMENTS. THIS REVIEW SHALL NOT INCLUDE REVIEW OF THE ACCURACY OR COMPLETENESS OF DETAILS, SUCH AS QUANTITIES, DIMENSIONS, WEIGHTS OR GAUGES, FABRICATION PROCESSES, CONSTRUCTION MEANS OR METHODS, COORDINATION OF THE WORK WITH OTHER TRADES OR CONSTRUCTION SAFETY PRECAUTIONS, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1.12 3RD PARTY INSPECTIONS: (NOT IN JURISDICTIONS THAT HAVE IN-HOUSE INSPECTIONS)CONTRACTOR SHALL HIRE QUALIFIED, THIRD PARTY INSPECTOR (MCCOMIS OR EQUAL) TO PROVIDE CONSTRUCTION INSPECTION SERVICES. 2.0 GENERAL: ARCHITECT TO REVIEW BUILDING LAYOUT ON SITE WITH GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. 2.1 GRADING: GRADE ALL AREAS INDICATED & ADJACENT TRANSITION AREAS WITH UNIFORM LEVELS OR SLOPES BETWEEN FINISH ELEVATIONS. SHAPE AND COMPACT AS REQUIRED. SLOPE GRADE AWAY FROM BUILDING FOR AT LEAST 5 FEET @ A MINIMUM GRADE OF 5% AT ALL SIDES. 2.2 SEPTIC SYSTEM: GENERAL CONTRACTOR TO PROVIDE INSTALLATION OF PRIVATE WASTE DISPOSAL SYSTEM PER SEPTIC ENGINEERING DOCUMENTS, AS REQUIRED TO MEET ALL APPLICABLE CODES AND REGULATIONS. REVIEW TANK AND FIELD LOCATION WITH ARCHITECT PRIOR TO SITE CLEARING AND CONSTRUCTION. 2.3 WATER WELL: BY CONTRACTOR. COORDINATE ANY NECESSARY SLEEVES AND HOOKUPS WITH OTHER WORK. PROVIDE BURIED COPPER LINE FROM HOUSE TO WELL. DISCUSS OPTIONS AND/OR NEED FOR FILITRATION WITH OWNER. SEE SITE PLAN FOR LOCATION. WATERSTON - PERMIT SET 1623 WATERSTON AVENUE, AUSTIN, TX 78703 1505 Travis Heights Blvd. Austin, TX 78704 21.10.04 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. N O T S R E T A W 3 2 6 1 3 0 7 8 7 X T , I N T S U A , T E E R T S N O T S R E T A W 3 2 6 1 CONTACTS ZONING INFORMATION SHEET LIST ARCHITECTURE G1.0 A1.0 A1.1 A1.2 A2.0 A2.1 COVER SHEET SITE PLANS FLOOR PLANS FLOOR PLANS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS ARCHITECT: CONTACT: PHONE: SIDE ANGLE SIDE 1505 TRAVIS HEIGHTS BLVD. AUSTIN, TEXAS 78704 ANNIE LAURIE-GABRIELL (305) 904.9318 or (305) 450.0806 OWNER INFORMATION DONNA LEVINE 411 HARROLD STREET #1228, FORT WORTH, TX 76107 PHONE: (512) 676 - 7611 LEGAL DESCRIPTION LOT 11 LESS 255 SQ FT STARKEY SITE INFORMATION LAND SURVEY DRAWN BY ALL ALLPOINTS SURVEYING ON FERBRUARY 04 2020 VICINITY MAP PROJECT LOCATION SF3 SF3 110117 0111030602 LOT 11 LESS 255 SQ FT STARKEY 1946 Clarksville, Clarksville NPA N/A Zoning: Future Land Use: Property ID: Geographic ID: Legal Description: Date built: Neighborhood: Neighborhood Plan: TOD: Overlay District: Floodplain: Watershed: Easements: Deed Restrictions: Open/Expired Permits: Protected Trees: McMansion: Compatibility Standards: CoA Amendments Minimum Setbacks: N/A Urban, Lady Bird Lake N/A Nope None Yes Yes, CoA Amendments Max. Bldg. Height: Lot Size: Max Bldg. Coverage: Max Impervious Cover: Max F.A.R.: Parking: Front: 25’ Interior Side: 5’ Rear: 10’ 32’ 7,042.53 sf / 0.1617 acres (per TCAD) 2,816 sf ( 40%) 3,168 sf ( 45%) 2,816 sf ( 40%) Per building use proposed (Code: 25-6 Zoning/Transportation/Appendix A) SYMBOLS 1 / A101 SIM 1 A101 ELEVATION SYMBOL SECTION DETAIL SYMBOL ISSUE SETS DATE DESCRIPTION 21.10.04 PERMIT SET ROOM NAME ROOM NAME & NUMBER SYMBOL XXXX X X XXX XXX X XXXX X SECTION SYMBOL PARTITION TYPE SYMBOL DOOR NUMBER SYMBOL DETAIL SYMBOL WINDOW SYMBOL 21.10.04 TAKEN FROM GOOGLE MAPS ««« IF PRINTED AT 11X17, SCALE IS 1/2 OF WHAT IS NOTED »»» COVER SHEET G1.0 M A 0 1 : 1 5 : 9 1 2 0 2 / 0 1 / 2 MULCH TREES. DO NOT PERMIT TRAFFIC IN CRZ AREA, SET PROTECTIVE FENCING AROUND TREES. TYP.FOLLOW NOTE 6 OF TREE PROTECTION NOTES WHERE PATH CROSSES OVER 1/2 CRZ . STUCCO FENCING 5 4 7 2' - 0" 4" E U N E V A N O S R E T A W ) . . W O R . ' 0 4 ( ' 1 1 . 0 5 E " 9 4 ' 2 5 ° 1 6 S " 0 - ' 5 MULCH TREES. DO NOT PERMIT TRAFFIC IN CRZ AREA, SET PROTECTIVE FENCING AROUND TREES. TYP.FOLLOW NOTE 6 OF TREE PROTECTION NOTES WHERE PATH CROSSES OVER 1/2 CRZ . E U N E V A N O S R E T A W ) . . W O R . ' 0 4 ( ' 1 1 . 0 5 E " 9 4 ' 2 5 ° 1 6 S 23' - 7 1/4" TO MCMANSION BUILD LINE 40' - 0" RESIDENTIAL DESIGN COMPATIBILITY STANDARDS SETBACK PLANE SECTION 01 HIGHPOINT OF THE ADJACENT GRADE +547'0.75" 547' - 0 3/4" HIGH POINT 01 545' - 11 1/2" ADJACENT HIGH POINT 545' - 4 3/4" HIGH POINT 02 1/2 CRZ 547 1/4 CRZ 22.5 CEDAR " 0 - ' 5 546 8 40' - 0" RESIDENTIAL DESIGN COMPATIBILITY STANDARDS SETBACK PLANE SECTION 02 HIGHPOINT OF THE ADJACENT GRADE +545'4.75" LOT 10 S 26°24'10" W 142.74' 545 4 4 5 38' - 9 3/4" RESIDENTIAL DESIGN COMPATIBILITY STANDARDS SETBACK PLANE SECTION 03 HIGHPOINT OF THE ADJACENT GRADE +543'3.875 543' - 3 7/8" HIGH POINT 03 3 4 5 5' SIDE YARD SETBACK 2 4 5 1 4 5 0 4 5 9 3 5 8 3 5 NEW POOL E C A R R E T E P A C S D N A L W E N NEW HOUSE 2-STORY WOOD VENEER STUCCO FENCING 1/2 CRZ 1/4 CRZ 25" POST OAK R 4' - 0 " T E E R T S H T 2 1 ' 8 0 . 0 5 W " 5 3 ' 9 5 ° 1 6 N NEW CARPORT NEW CONCRETE DRIVE " 4 - ' 2 1 NOTE: NEW SIDEWALK PAVERS W CONSTRUCTION STAGING LOCATION 25' - 0" BM // // K C A B T E S D R A Y T N O R F ' 5 2 " 0 - ' 5 // AC 543' - 8 7/8" ADJACENT LOW POINT 5' SIDE YARD SETBACK 15' - 0" " 0 - ' 5 " R 4 ' - 0 // // // // // // // // // // // // PROVIDE FIREBLOCKING FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING AND ELIMINATE SOFFIT OR GABLE VENT OPENINGS IN AREAS WHERE THE EAVE GOES OVER THE SETBACK PLANE // // // // // // // N 26°23'31" E 142.84' LOT 12 OVERHEAD ELECTRIC LINE STONE RETAINING WALL 25' - 0" TO MCMANSION BUILD LINE 40' - 0" RESIDENTIAL DESIGN COMPATIBILITY STANDARDS SETBACK PLANE SECTION 01 HIGHPOINT OF THE ADJACENT GRADE +547' 40' - 0" RESIDENTIAL DESIGN COMPATIBILITY STANDARDS SETBACK PLANE SECTION 01 HIGHPOINT OF THE ADJACENT GRADE +545.4' 37' - 8 1/2" RESIDENTIAL DESIGN COMPATIBILITY STANDARDS SETBACK PLANE SECTION 01 HIGHPOINT OF THE ADJACENT GRADE +543.2' 1 SITE PLAN - PROPOSED 1/8" = 1'-0" TRUE NORTH PROJECT NORTH LOT 10 S 26°24'10" W 142.74' 5 4 7 547 8 8 546 8 545 8 8 4 4 5 8 3 4 5 5' SIDE YARD SETBACK 2 4 5 1 4 5 0 4 5 9 3 5 8 3 5 8 8 8 STONE RETAINING WALL 8 22.5 CEDAR EXISTING CONCRETE WALK TO BE DEMO'D 571'-0" EXISTING F.F.E. LOT 11 25" POST OAK CONSTRUCTION STAGING LOCATION W K C A B T E S D R A Y T N O R F ' 5 2 EXISTING HOUSE 2-STORY BRICK & WOOD VENEER TO BE DEMO'D -23'-1" AC BM // // // // // // // // // // // // // // N 26°23'31" E 142.84' EXISTING OVERHEAD ELECTRIC LINE 5' SIDE YARD SETBACK // // // // // // // // T E E R T S H T 2 1 ' 8 0 . 0 5 W " 5 3 ' 9 5 ° 1 6 N SITE INFORMATION LAND SURVEY DRAWN BY ALL ALLPOINTS SURVEYING ON NOVEMBER 23 2020 TREE PROTECTION NOTES: MULCH TRAFFIC AREA AND SET PROTECTIVE FENCING AROUND TREES IN CRITICAL ROOT ZONES. NO CONSTRUCTION STAGING WITHIN CRITICAL ROOT ZONES. FOOTINGS WITHIN CRITICAL ROOT ZONES TO BE EXCAVATED USING AN AIR SPADE BY A CERTIFIED ARBORIST ON SITE AND USING PRESCRIBED SOIL TREATMENT. IF ANY ROOTS 1.5” OR GREATER ARE ENCOUNTERED DURING EXCAVATION, FOOTING MUST BE MOVED TO AVOID ROOT. CONTACT ENGINEER FOR DIRECTION OF SHIFT. MATERIAL STAGING, DUMPSTER AND SPOILS PLACEMENT CANNOT BE WITHIN THE ½ CRZ OF ANY PROTECTED TREES. PORTABLE TOILET AND CONCRETE WASHOUT CANNOT BE WITHIN THE FULL CRZ OF ANY PROTECTED TREES. COORDINATE EXACT LOCATIONS WITH TREE INSPECTOR DURING PRE-CONSTRUCTION MEETING. WRAP CONNECTIONS OF CONCRETE LINE PUMP WITH PLASTIC TO PREVENT CONCRETE SLURRY FROM LEACHING INTO GROUND AND NEAR ROOTS OF TREES. IF HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AREA OF THE FULL CRZ OF PROTECTED TREES, PROVIDE 2 3/4" PLYWOOD OVER 2X4 LUMBER OVER 12″ LAYER OF MULCH TO BRIDGE OVER THE ROOTS AND PREVENT SOIL/ROOT COMPACTION. AFTER CONSTRUCTION IS COMPLETED, SPREAD MULCH AROUND SITE TO LEAVE A MAX LAYER OF 3″ WITHIN ROOT ZONES. AN 8" LAYER OF MUCH IS REQUIRED FOR THE FULL CRZ IF IT IS NOT PROTECTED WITHING FENCING. 1. 2. 3. 4. 5. 6. 7. • AVOID THE ½ CRITICAL ROOT ZONE OF ANY PROTECTED TREE WITH ANY NEWLY PROPOSED UTILITY ROUTES AND METER LOCATIONS. TREE PROTECTION LEGEND PROTECTIVE FENCING AROUND TREES. PROVIDE 8” OF MULCH FOR ALL AREAS OF THE FULL CRZ NOT PROTECTED BY THE FENCE MATERIALS AND STAGING CONSTRUCTION ACCESS PATHWAY DEMOLITION NOTES: 1. ALL EXISTING COMPONENTS TO REMAIN TO BE PROTECTED DURING DEMOLITION AND CONSTRUCTION BY THE GENERAL CONTRACTOR (G.C.). ANY DAMAGED MATERIAL IS TO BE REPAIRED, REPLACED OR REBUILT IN A MANNER ACCEPTABLE TO THE OWNER AND ARCHITECT. 2. THE G.C. IS RESPONSIBLE FOR ALL NECESSARY DEMOLITION OF THE BUILDING SYSTEMS, AND PATCHING OR REPAIR OF EXISTING BUILDING FINISHED/SITE FEATURES AFFECTED BY NEW CONSTRUCTION. 3. DAMAGES TO PROPERTY OF THE OWNER SHALL BE REPAIRED OR PAID FOR BY THE G.C.. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, DAMAGES TO THE BUILDING GROUNDS, PLANTINGS, WALLS, PAVEMENT, UTILITIES, FINISHES, FURNISHINGS, ETC. 4. WINDOWS AND DOORS IN EXISTING WALLS TO REMAIN TO BE PROTECTED. REPAIR AS REQUIRED DURING CONSTRUCTION. 5. CONTRACTOR TO BRACE/SHORE EXISTING CONSTRUCTION TO REMAIN AS REQUIRED. 2 SITE PLAN - EXISTING 1/8" = 1'-0" TRUE NORTH PROJECT NORTH ««« IF PRINTED AT 11X17, SCALE IS 1/2 OF WHAT IS NOTED »»» 1505 Travis Heights Blvd. Austin, TX 78704 21.10.04 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. N O T S R E T A W 3 2 6 1 3 0 7 8 7 X T , I N T S U A , T E E R T S N O T S R E T A W 3 2 6 1 ISSUE SETS DATE DESCRIPTION 21.10.04 PERMIT SET 21.10.04 SITE PLANS A1.0 M A 7 4 : 0 5 : 9 1 2 0 2 / 0 1 / 2 MCMANSION TENT 01 STANDING SEAM METAL ROOF, TYP. 2ND FLOOR PLT HGT 565' - 0" PTD. TEARDROP SIDING, TYP. 2ND FFL 557' - 0" PLT HGT 555' - 6" 1' - 0" FFL 547' - 0" AVERAGE GRADE 545' - 6" " 0 - ' 7 " 0 - ' 8 I T H G E H D A E H " 0 - ' 8 I T H G E H D A E H LINE INDICATES FINISH FLOOR LEVEL MCMANSION TENT 02 12 6 " 6 - ' 5 I T H G E H D A E H " 0 - ' 8 I T H G E H D A E H MCMANSION TENT 03 BRICK CHIMNEY STANDING SEAM METAL ROOF, TYP. 1505 Travis Heights Blvd. Austin, TX 78704 21.10.04 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. N O T S R E T A W 3 2 6 1 3 0 7 8 7 X T , I N T S U A , T E E R T S N O T S R E T A W 3 2 6 1 CAPORT " 0 - ' 0 1 GARAGE PLT HGT 553' - 0" GARAGE FFL 543' - 0" " 6 - ' 2 " 6 - ' 7 " 4 / 1 8 - ' 2 2 west elevation 1/4" = 1'-0" I 0° 5.0 T 4 H G E H G N D L U B I I " 4 / 3 3 - ' 9 2 I E N L Y T R E P O R P " 0 - ' 7 I T H G E H D A E H " 0 - ' 8 " 6 - ' 1 " 6 - ' 8 1' - 0" PROVIDE FIREBLOCKING FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING AND ELIMINATE SOFFIT OR GABLE VENT OPENINGS IN AREAS WHERE THE EAVE GOES OVER THE SETBACK PLANE 2ND FLOOR PLT HGT 565' - 0" 2ND FFL 557' - 0" PLT HGT 555' - 6" ISSUE SETS DATE DESCRIPTION 21.10.04 PERMIT SET FFL 547' - 0" AVERAGE GRADE 545' - 6" GARAGE FFL 543' - 0" 1 north elevation 1/4" = 1'-0" 21.10.04 EXTERIOR ELEVATIONS A2.0 ««« IF PRINTED AT 11X17, SCALE IS 1/2 OF WHAT IS NOTED »»» LINE INDICATES FINISH FLOOR LEVEL STUCCO FENCING STANDING SEAM METAL ROOF, TYP.. PTD. TEARDROP SIDING, TYP. 1' - 0" " 0 - ' 5 1 I E N L Y T R E P O R P 547' - 0 3/4" MCMANSION SECTION 01 HIGH POINT STUCCO FENCE MCMANSION TENT 01 12 8 12 8 12 8 " 0 - ' 7 I T H G E H D A E H M A 9 5 : 0 5 : 9 1 2 0 2 / 0 1 / 2 MCMANSION TENT 03 MCMANSION TENT 02 STANDING SEAM METAL ROOF, TYP. PTD. TEARDROP SIDING, TYP. BRICK CHIMNEY MCMANSION TENT 01 STANDING SEAM METAL ROOF, TYP. GARAGE PLT HGT 553' - 0" GARAGE FFL 543' - 0" STUCCO FENCE 12 5 12 5 CAPORT MCMANSION TENT 02 HOUSE INSIDE MCMANSTION TENT 01 & 02 M A 3 0 : 1 5 : 9 1 2 0 2 / 0 1 / 2 3 SOUTH ELEVATION @ CARPORT 1/4" = 1'-0" 2ND FLOOR PLT HGT 565' - 0" 2ND FFL 557' - 0" PLT HGT 555' - 6" FFL 547' - 0" 2 Elevation 6 - a 1/4" = 1'-0" 1505 Travis Heights Blvd. Austin, TX 78704 21.10.04 FIELD INSPECTION REQUIRED Prior to performing any bidding, new construction, and/or repairs, general contractor shall visit the site, inspect all existing conditions, and report any discrepancies to the architect. N O AVERAGE GRADE 545' - 6" T S R E T A W 3 2 6 1 3 0 7 8 7 X T , I N T S U A , T E E R T S N O T S R E T A W 3 2 6 1 MCMANSION TENT 02 STANDING SEAM METAL ROOF, TYP.. PTD. TEARDROP SIDING, TYP. 12 8 12 8 2ND FLOOR PLT HGT 565' - 0" 1' - 0" 2ND FFL 557' - 0" PLT HGT 555' - 6" GARAGE PLT HGT 553' - 0" 543' - 3 7/8" MCMANSION SECTION 03 HIGH POINT FFL 547' - 0" AVERAGE GRADE 545' - 6" GARAGE FFL 543' - 0" 12 5 12 5 " 0 - ' 8 I T H G E H D A E H " 7 - ' 2 " 0 - ' 8 " 6 - ' 1 " 6 - ' 8 " 6 - ' "1 0 - ' 1 12 12 8 8 PROVIDE FIREBLOCKING FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING AND ELIMINATE SOFFIT OR GABLE VENT OPENINGS IN AREAS WHERE THE EAVE GOES OVER THE SETBACK PLANE 2ND FLOOR PLT HGT 565' - 0" " 0 - ' 7 I T H G E H D A E H " 0 - ' 7 I T H G E H D A E H 1' - 0" 0° 5.0 4 " 4 / 3 3 - ' 9 2 " 0 - ' 9 I T H G E H D A E H " 0 - ' 9 I T H G E H D A E H 2ND FFL 557' - 0" PLT HGT 555' - 6" ISSUE SETS DATE DESCRIPTION 21.10.04 PERMIT SET 545' - 4 3/4" MCMANSION SECTION 02 HIGH POINT FFL 547' - 0" AVERAGE GRADE 545' - 6" GARAGE FFL 543' - 0" 1 SOUTH ELEVATION 1/4" = 1'-0" 21.10.04 EXTERIOR ELEVATIONS A2.1 ««« IF PRINTED AT 11X17, SCALE IS 1/2 OF WHAT IS NOTED »»»