C.6 - 1703 Woodlawn Boulevard - PLANS for new construction — original pdf

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SHEET IS FORMATTED TO 22" X 34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 11" X 17". S 62°59'18" E 101.30' DEMO STUCCO WALL DEMO FLATWORK R14'-0" PARTIAL DEMO STONE WALL DEMO WALK DEMO FLATWORK DEMO ONE STORY RESIDENCE DEMO FLATWORK ) . . W O . R ' 5 8 ( ' 0 0 . 0 7 E " ' 0 4 0 0 6 2 ° N PARTIAL DEMO STONE CURB DEMO LOW STONE WALL K C A B T E S A O C 5 2 ' DEMO FLATWORK DEMO GARAGE 5' COA SETBACK N 63°59'20" W 106.00' TAKE CARE TO PROTECT TREE ROOTS DURING DEMO 5' COA SETBACK DEMO METAL SHED K C A B T E S A O C ' 0 1 ) ' 0 5 . 8 5 W " 2 5 9 0 ' T A L P ( ° 2 2 S W " 4 1 6 2 ' ° 1 2 S ALL DEMOLITION IN THE 1/4 AND 1/2 CRITICAL ROOT ZONES OF PROTECTED TREES MUST BE DONE WITH HAND TOOLS ADDITIONAL TREE PROTECTION NOTES: DEMO SITE PLAN 1 SCALE: 1/8" = 1'-0" TRUE NORTH PLAN NORTH SHEET IS FORMATTED TO 22" X 34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 11" X 17". = TO BE DEMOLISHED STRUCTURE = TO BE DEMOLISHED FLATWORK LEGAL DESCRIPTION LOT 56 AND THE NORTH 10 FEET OF LOT 57, BLOCK 49 ENFIELD C ZONING SF-3 LOT SIZE 7,157.49 SF PROTECTED TREE NOTES: DRIP LINE CALCULATION 1'-0" PER 0'-1" OF TRUNK ALL TREES & NATURAL AREAS SHOWN ON PLAN TO BE PROTECTED DURING CONSTRUCTION WITH TEMPORARY FENCING. FENCING SHALL BE ERECTED ACCORDING TO CITY OF AUSTIN STANDARDS OF TREE PROTECTION. CONTRACTOR RESPONSIBLE FOR PERMIT APPROVAL FOR REMOVAL OF TREES WITH A DIAMETER OF 19" OR MORE. ALL EXCAVATION UNDER TREE DRIP LINE TO BE DONE BY HAND. CUT NO ROOTS WITHOUT ARBORIST CONSULTATION. 5. ALL NECESSARY PRUNING BY CERTIFIED ARBORIST. 6. 2X4 PLANKS REQUIRED AT TRUNKS WHERE 1/2 CRZ IS NOT FENCED COMPLETELY PROVIDE 8" OF MULCH AT EXPOSED CRZ TRENCHING WITHIN 1/2 CRZ TO BE AVOIDED. IF REQ'D, CERTIFIED ARBORIST TO AIRSPADE FOR TOP 30" TO AVOID CUTTING ROOTS 1 1/2" OR GREATER SITE PLAN NOTES: PERFORM ALL WORK IN ACCORDANCE WITH THE CITY OF AUSTIN CODES, REGULATIONS & ORDINANCES. SITE PLAN IS DRAWN FROM INFORMATION ON SURVEY PROVIDED BY OWNER. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS. CIVIL ENGINEERING BY OTHERS. TAKE PRECAUTIONS TO MAINTAIN ALL EXISTING UTILITY SERVICES. TAKE MEASURES TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. LANDSCAPING BY OTHERS (N.I.C.) PROVIDE PVC PIPE SLEEVES BENEATH ALL PAVED SURFACES TO ACCOMMODATE LANDSCAPE LIGHTING, IRRIGATION & DRAINAGE. 1. 2. 3. 4. 7. 8. 1. 2. 3. 4. 5. 6. 7. 8. TREE LEGEND CRZ 1 / 2 CRZ 1 / 4 CRZ s r o i r e t n i + e r u t c e t i h c r a m o c . s t c e t i h c r a t t e p p u c 0 2 8 0 0 5 4 . . 2 1 5 D V L B N W A L D O O W 3 0 7 1 N O T F I L C Y U G & N E R A K 3 0 7 8 7 X T , N I T S U A R O F E M O H W E N A E U S S I T E S T I M R E P 0 2 . 4 1 . 9 0 4 8 4 1 1 # AIA . , T T E P P U C D Y H T O TIM . N O E R E H R A E P P A E T A D D N A E R U T A N SIG , L A E S T'S C E HIT C R A S S E L N U , S E S O P R U P N TIO C U R T S N O C R O MIT R E P G DIN BID R O F T O N . W VIE E R RIM E T IN R O F IS HIS T . S N TIO CIFIC A E P S D N A S G WIN A R D H T O B F O T SIS N O C S G WIN A R D N TIO C U R T S N O C 0 2 0 2 C PROTECTED TREE 19" DIA. MIN. REMOVE TREE N A L P E T I S O M E D 0 0 1 . P B SHEET IS FORMATTED TO 22" X 34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 11" X 17". CONTRACTOR TO VERIFY 7'-6" MIN CLEARANCE FROM CLOSEST POWERLINE TO ROOF EDGE NEW FENCE POWER POLE CLOSEST POWER LINE, VIF EXISTING STONE CURB ROOF OVERHANG EXTEND STONE CURB TO MEET NEW CURB CUT NEW CURB CUT EXTEND STONE CURB TO MEET NEW CURB CUT ) . . W O . R ' 5 8 ( ' 0 0 0 7 . E " ' 0 4 0 0 6 2 ° N S 62°59'18" E 101.30' 6' MOVEABLE CHAIN LINK, SEE PROTECTED TREE NOTES 25'-3" BLDG 5' COA SETBACK K C A B T E S A O C ' 5 2 SCREENED PORCH " ' 3 - 2 1 ± G D L B " 6 - 7 ' 588.7' HIGH PT TWO STORY WOOD FRAME RESIDENCE F.S.= 590.375' F.F. = 590.5' A.A.G.= 587.9' DN COVERED PORCH DN ONE STORY WING CONC DRIVE " ' 0 - 2 1 " 0 - 3 ' ' 2 " 0 - 3 ' 587.12' LOW PT ROOF OVERHANG 589.1' WOOD RAMP 1:12 MAX CARPORT 590.5' X A M , F V I D N Y B " 0 - 2 ' K C A B T E S " 0 1 - 5 ± ' G D L B 5' COA SETBACK NEW FENCE N 63°59'20" W 106.00' CONTRACTOR TO VERIFY 7'-6" MIN CLEARANCE FROM CLOSEST POWERLINE TO ROOF EDGE PROPOSED SITE PLAN 1 SCALE: 1/8" = 1'-0" TRUE NORTH PLAN NORTH SHEET IS FORMATTED TO 22" X 34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 11" X 17". R14'-0" ±11'-4" BLDG 7'-6" HVAC HVAC K C A B T E S A O C ' 0 1 POWER POLE NEW OVHD ELEC SERVICE PROVIDE 2X4 PLANKS AT TRUNK 8" MULCH AT EXPOSED CRZ, TYP, SEE PROTECTED TREE NOTES NEW FENCE CLOSEST POWER LINE, VIF ) ' 0 5 . 8 5 W " 2 5 9 0 ' T A L P ( ° 2 2 S W " 4 1 6 2 ' ° 1 2 S LEGEND - ELECTRIC METER - GAS METER - WATER METER - POWER LINE - NEW FENCE - MAG NAIL SET AS TEMPORARY BENCHMARK CONCRETE WOOD DECK BRICK PAVERS LEGAL DESCRIPTION LOT 56 AND THE NORTH 10 FEET OF LOT 57, BLOCK 49 ENFIELD C ZONING SF-3 LOT SIZE 7,157.49 SF PROTECTED TREE NOTES: DRIP LINE CALCULATION 1'-0" PER 0'-1" OF TRUNK ALL TREES & NATURAL AREAS SHOWN ON PLAN TO BE PROTECTED DURING CONSTRUCTION WITH TEMPORARY FENCING. FENCING SHALL BE ERECTED ACCORDING TO CITY OF AUSTIN STANDARDS OF TREE PROTECTION. CONTRACTOR RESPONSIBLE FOR PERMIT APPROVAL FOR REMOVAL OF TREES WITH A DIAMETER OF 19" OR MORE. ALL EXCAVATION UNDER TREE DRIP LINE TO BE DONE BY HAND. CUT NO ROOTS WITHOUT ARBORIST CONSULTATION. 5. ALL NECESSARY PRUNING BY CERTIFIED ARBORIST. 6. 2X4 PLANKS REQUIRED AT TRUNKS WHERE 1/2 CRZ IS NOT FENCED COMPLETELY PROVIDE 8" OF MULCH AT EXPOSED CRZ TRENCHING WITHIN 1/2 CRZ TO BE AVOIDED. IF REQ'D, CERTIFIED ARBORIST TO AIRSPADE FOR TOP 30" TO AVOID CUTTING ROOTS 1 1/2" OR GREATER SITE PLAN NOTES: PERFORM ALL WORK IN ACCORDANCE WITH THE CITY OF AUSTIN CODES, REGULATIONS & ORDINANCES. SITE PLAN IS DRAWN FROM INFORMATION ON SURVEY PROVIDED BY OWNER. CONTRACTOR RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITIONS. CIVIL ENGINEERING BY OTHERS. TAKE PRECAUTIONS TO MAINTAIN ALL EXISTING UTILITY SERVICES. TAKE MEASURES TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. LANDSCAPING BY OTHERS (N.I.C.) PROVIDE PVC PIPE SLEEVES BENEATH ALL PAVED SURFACES TO ACCOMMODATE LANDSCAPE LIGHTING, IRRIGATION & DRAINAGE. 1. 2. 3. 4. 7. 8. 1. 2. 3. 4. 5. 6. 7. 8. TREE LEGEND CRZ 1 / 2 CRZ 1 / 4 CRZ PROTECTED TREE 19" DIA. MIN. REMOVE TREE s r o i r e t n i + e r u t c e t i h c r a m o c . s t c e t i h c r a t t e p p u c 0 2 8 0 0 5 4 . . 2 1 5 D V L B N W A L D O O W 3 0 7 1 N O T F I L C Y U G & N E R A K 3 0 7 8 7 X T , N I T S U A R O F E M O H W E N A E U S S I T E S T I M R E P 0 2 . 4 1 . 9 0 N A L P E T I S D E S O P O R P 1 0 1 . P B 4 8 4 1 1 # AIA . , T T E P P U C D Y H T O TIM . N O E R E H R A E P P A E T A D D N A E R U T A N SIG , L A E S T'S C E HIT C R A S S E L N U , S E S O P R U P N TIO C U R T S N O C R O MIT R E P G DIN BID R O F T O N . W VIE E R RIM E T IN R O F IS HIS T . S N TIO CIFIC A E P S D N A S G WIN A R D H T O B F O T SIS N O C S G WIN A R D N TIO C U R T S N O C 0 2 0 2 C E N I L Y T R E P O R P 45° BRICK VENEER CHIMNEY W/ CUSTOM STEEL SPARK ARRESTOR EXPOSED PAINTED WD RAFTER TAILS W/ HALF ROUND GUTTER, TYP PTD WD WRAPPED POST INSECT SCREEN PTD WD SCREEN FRAME, TYP FRONT ELEVATION (WEST) 1 TENT 2 - 590.5' TENT 1 - 589.7' I E N L G N D L U B I I 12 8 BRICK VENEER CHIMNEY W/ CUSTOM STEEL SPARK ARRESTOR GABLE EXCEPTION PER 25-2 SUBCHAPTER F 2.6 E 3B PTD WD RIDGE BEAM PER STRUCTURAL PTD WD COLUMN PER STRUCTURAL SHEET METAL HEAD FLASHING O/ PTD WD DRIP PTD WD CASE PTD WD SILL PTD WD WRAPPED POST PTD STEEL HANDRAIL TENT 1 - 589.7' ORIGINAL GRADE SIDE ELEVATION (SOUTH) 2 SHEET IS FORMATTED TO 22" X 34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 11" X 17". K C A B T E S ' 5 T E N T 2 : 590.5' T E N T 1 : 589.7' " 0 - 5 ' T E N T E N T 1 T 2 : 5 9 : 5 8 0 . 5' 9 . 7' K C A B T E S ' 5 E N I L Y T R E P O R P 4 5 ° " / 8 1 7 - 1 ' " ' 0 - 5 2 " / 8 1 7 - 1 ' " ' 0 - 5 2 " 8 7 / 0 1 - 8 ' " / 8 1 1 - 0 1 ' " / 8 7 0 1 - 8 ' " / 8 1 1 - 0 1 ' 25'-0" BUILDING HEIGHT 20'-7 1/8" DORMER TOP PLATE GABLE EXCEPTION PER 25-2 SUBCHAPTER F 2.6 E 3B STANDING SEAM METAL ROOF, TYP 11'-8 1/4" SUB FLOOR 10'-1 1/8" TOP PLATE PTD WD WRAPPED POST PTD STEEL HANDRAIL PTD ARTISAN LAP SIDING THIN BRICK VENEER 0'-0" (590'-4 1/2") SLAB 587.9' AVG ADJ GRADE SCALE: 1/4" = 1'-0" 25'-0" BUILDING HEIGHT 20'-7 1/8" DORMER TOP PLATE GABLE EXCEPTION PER 25-2 SUBCHAPTER F 2.6 E 3B STANDING SEAM METAL ROOF, TYP EXPOSED PAINTED WD RAFTER TAILS W/ HALF ROUND GUTTER, TYP 11'-8 1/4" SUB FLOOR 10'-1 1/8" TOP PLATE BRK METAL WRAPPED CORNER PTD ARTISAN LAP SIDING THIN BRICK VENEER 0'-0" (590'-4 1/2") SLAB 587.9' AVG ADJ GRADE SCALE: 1/4" = 1'-0" s r o i r e t n i + e r u t c e t i h c r a m o c . s t c e t i h c r a t t e p p u c 0 2 8 0 0 5 4 . . 2 1 5 D V L B N W A L D O O W 3 0 7 1 N O T F I L C Y U G & N E R A K 3 0 7 8 7 X T , N I T S U A R O F E M O H W E N A E U S S I T E S T I M R E P 0 2 . 4 1 . 9 0 0 0 3 . P B S N O I T A V E L E 4 8 4 1 1 # AIA . , T T E P P U C D Y H T O TIM . N O E R E H R A E P P A E T A D D N A E R U T A N SIG , L A E S T'S C E HIT C R A S S E L N U , S E S O P R U P N TIO C U R T S N O C R O MIT R E P G DIN BID R O F T O N . W VIE E R RIM E T IN R O F IS HIS T . S N TIO CIFIC A E P S D N A S G WIN A R D H T O B F O T SIS N O C S G WIN A R D N TIO C U R T S N O C 0 2 0 2 C I E N L Y T R E P O R P 4 5 ° ORIGINAL GRADE TENT 2 - 590.5' TENT 1 - 589.7' 587.12' LOW PT ADJ GRADE 40'-0" TENT 2 - HIGH POINT 590.5' T E N T 2 : 5 9 0 . 5' K C A B T E S ' 0 1 40'-0" TENT 1 - HIGH POINT 589.7' " 0 - 5 ' 12 2.25 12 2.25 12 8 12 8 TENT 2 - 590.5' TENT 1 - 589.7' TENT 2 - 590.5' SHEET IS FORMATTED TO 22" X 34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 11" X 17". SHEET IS FORMATTED TO 22" X 34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 11" X 17". K C A B T E S ' 5 T E N T 2 : 590.5' T E N T 1 : 589.7' I E N L Y T R E P O R P 45° T E N T E N T 2 T 1 : 5 9 : 5 8 0 . 5' 9 . 7' K C A B T E S ' 5 I E N L Y T R E P O R P 4 5 ° GABLE EXCEPTION PER 25-2 SUBCHAPTER F 2.6 E 3B EXPOSED PAINTED WD RAFTER TAILS W/ HALF ROUND GUTTER, TYP BRK METAL WRAPPED CORNER THIN BRICK VENEER MEMBRANE ROOF CRICKET STANDING SEAM METAL ROOF, TYP SHEET METAL HEAD FLASHING O/ PTD WD DRIP PTD WD CASE TENT 2 - 590.5' TENT 1 - 589.7' REAR ELEVATION (EAST) 1 I E N L Y T R E P O R P K C A B T E S ' 0 1 T E N T 2 : 590.5' 40'-0" TENT 2 - HIGH POINT 590.5' 40'-0" TENT 1 - HIGH POINT 589.7' " 0 - 5 ' 12 2.25 12 2.25 12 8 12 8 PTD WD SILL TENT 2 - 590.5' SIDE ELEVATION (NORTH) 2 ORIGINAL GRADE TENT 2 - 590.5' TENT 1 - 589.7' 588.7' HI PT ADJ GRADE SHEET IS FORMATTED TO 22" X 34". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 11" X 17". 25'-0" BUILDING HEIGHT 20'-7 1/8" DORMER TOP PLATE STANDING SEAM METAL ROOF, TYP 11'-8 1/4" SUB FLOOR 10'-1 1/8" TOP PLATE PTD ARTISAN LAP SIDING SHEET METAL HEAD FLASHING O/ 2X BLOCK PTD WD CASE PTD WD SILL WOOD DECK 0'-0" (590'-4 1/2") SLAB 587.9' AVG ADJ GRADE SCALE: 1/4" = 1'-0" BRICK VENEER CHIMNEY W/ CUSTOM STEEL SPARK ARRESTOR 25'-0" BUILDING HEIGHT 20'-7 1/8" DORMER TOP PLATE EXPOSED PAINTED WD RAFTER TAILS W/ HALF ROUND GUTTER, TYP 11'-8 1/4" SUB FLOOR 10'-1 1/8" TOP PLATE PTD WD SCREEN FRAME, TYP INSECT SCREEN PTD WD WRAPPED POST PTD ARTISAN LAP SIDING THIN BRICK VENEER 0'-0" (590'-4 1/2") SLAB 587.9' AVG ADJ GRADE SCALE: 1/4" = 1'-0" " / 8 1 7 - 1 ' " ' 0 - 5 2 " / 8 1 7 - 1 ' " ' 0 - 5 2 " 8 7 / 0 1 - 8 ' " 8 1 / ' 1 - 0 1 " / 8 7 0 1 - 8 ' " / 8 1 1 - 0 1 ' s r o i r e t n i + e r u t c e t i h c r a m o c . s t c e t i h c r a t t e p p u c 0 2 8 0 0 5 4 . . 2 1 5 D V L B N W A L D O O W 3 0 7 1 N O T F I L C Y U G & N E R A K 3 0 7 8 7 X T , N I T S U A R O F E M O H W E N A E U S S I T E S T I M R E P 0 2 . 4 1 . 9 0 1 0 3 . P B S N O I T A V E L E 4 8 4 1 1 # AIA . , T T E P P U C D Y H T O TIM . N O E R E H R A E P P A E T A D D N A E R U T A N SIG , L A E S T'S C E HIT C R A S S E L N U , S E S O P R U P N TIO C U R T S N O C R O MIT R E P G DIN BID R O F T O N . W VIE E R RIM E T IN R O F IS HIS T . S N TIO CIFIC A E P S D N A S G WIN A R D H T O B F O T SIS N O C S G WIN A R D N TIO C U R T S N O C 0 2 0 2 C TENT 2 - 590.5' TENT 1 - 589.7' I E N L G N D L U B I I TENT 1 - 589.7'