10.2 - 1108 Elm St - Drawings — original pdf

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1108 Elm Street, Austin TXWest Line National Register Historic DistrictWEEEN 60° 23' 00" W 133.00'S 59° 49' 24" E 133.00'S 30° 25' 00" W 57.70'REMODELEXIST. 1-STORYSTONE RESIDENCEFIN. FLR. = 549.90'LOT 12TBMSET MAG NAILELEV. - 547.64'1/2"IPF50.00'50.00'WEST 12TH STREETELM STREETREMODELEXIST. 2-STORYSTONE/FRAMERESIDENCEFIN. FLR. = 545.42'12.7'EEEEEEEEXXXXXXX2.6'1.7'24.9'6.3'8.7'LOT 11 BLOCK 5SHELLEY HEIGHTS NO. 2N 30° 25' 00" E 59.00'15' SETBACK10' SETBACK5' SETBACK5' SETBACKROOF OVRHNGUPNEWPOOLUPUP1/2CRZCRZ1/4CRZTREE LEGENDPROTECTED TR(19" DIA. OR GREREMOVED TREXIST. CONC. SIDEWALKDEMO EXIST. UNCOV. PATIO,STEPS & IRON RAILINGDEMO EXIST. STEPSREPLACE EXIST. CONC.DRIVEWAYEXIST. STONE WALL &IRON FENCEEXIST. STONESTEPS & LANDINGEXIST. 2ND FLOOR OVRHNG(TO BE RELOCATED FURTHER INTERIOR)ROOF OVRHNGEXIST. ROOF OVRHNG(TO BE RELOCATED INTERIOR TOTHE PROPERTY LINE)FLATWORK / PEXIST. STONENEW STONE PEXISTING / NEGRAVEL (PERVNEW STONE PDEAD / DISEASED TREEREMOVED UNDER SEPARATEPERMIT: 2024-143267 TPEXIST. 2ND FLOOR OVRHNGTO REMAINEXIST.COV.PORCHAPPROXIMATE LOCATIONOF EXIST. SEWER TAPPER C.O.A. 1932 TAPCARD. CONTRACTOR TOFIELD VERIFY.EXIST. STONE PAVINGDEMO EXIST. WD FENCESTEPDEMO EXIST. STEP & CONC.SIDEWALK.DEMO EXIST. STOOP & STEPSSALVAGE & REUSE EXIST.STONE STAIR BLOCKSBuilding 1Building 2Building 1Building 2Building 1Building 2LeftRightFrontRearRearRightLeftFront1108 ELM STREETEXISTING SITE PLANSHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". LEGEND: LEGAL DESCRIPTION: EXIST. STONE PAVING NEW CRUSHED LIMESTONE PATH W/ PTD STL EDGING EXIST. STONE WALL & IRON FENCE EXIST. STONE STEPS & LANDING WEST 12TH STREET LOT LINE BUILDING LINE / SETBACK EXISTING TOPOGRAPHY ORIGINAL TOPOGRAPHY NEW TOPOGRAPHY WOOD FENCE METAL FENCE CHAINLINK FENCE POWER LINE POWER POLE GAS METER ELEC METER WATER METER WASTE WATER CLEAN OUT FIRE HYDRANT AC CONDENSER EXISTING STRUCTURE TO REMAIN NEW CONSTRUCTION EXISTING FLATWORK / PAVING NEW FLATWORK / PAVING EXIST. STONE PAVING NEW STONE PAVING NEW STONE PAVING EXISTING / NEW GRAVEL (PERVIOUS) S 59° 49' 24" E 133.00' LOT 11 BLOCK 5 SHELLEY HEIGHTS NO. 2 1 2 . 7 ' 10' SETBACK UP WASH OUT PORT. W/C DUMPSTER MAT'LS NEW CRUSHED LIMESTONE PATH W/ PTD STL EDGING NEW STONE STEPS & UNCOV. PORCH TBM SET MAG NAIL ELEV. - 547.64' UP NEW CONSERV. LOT 11, BLOCK 5, SHELLEY HEIGHTS NO. 2 ZONING: SF-3-NP LOT SIZE: 7,759.77 SF (0.1781 AC) (SURVEY) SITE PLAN NOTES: 1. 2. 3. 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. 4. CIVIL ENGINEERING BY OTHERS. 5. TAKE PRECAUTIONS TO MAINTAIN ALL EXISTING UTILITY SERVICES. 6. TAKE MEASURES TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. 7. LANDSCAPING BY OTHERS (N.I.C.) 8. PROVIDE PVC PIPE SLEEVES BENEATH ALL PAVED SURFACES TO ACCOMMODATE LANDSCAPE LIGHTING, IRRIGATION & DRAINAGE. TREE LIST: TREE # TYPE SIZE T100 T101 T102 T103 T104 T105 T106 T107 T108 T109 SAP1 SAP2 SAP3 SAP4 SAP5 SAP6 SAP7 SAP8 CEDAR ELM PECAN BURR OAK ASH BURR OAK CEDAR ELM PECAN PECAN ASH CEDAR ELM 18" 12" 16" 9" 3" 22" 17" 10" 10" 21" AMERICAN SMOKE TREE SAPLING SYCAMORE LIVE OAK LIVE OAK LACEY OAK LIVE OAK MOUNTAIN LAUREL MAGNOLIA SAPLING SAPLING SAPLING SAPLING SAPLING SAPLING SAPLING SITE PLAN INDICATES SIZE & APPROX. LOCATION OF TREES ONLY. TREE SPECIES TO BE VERIFIED BY CERTIFIED ARBORIST. MS = MULTISTEM TRUNK H = HERITAGE P = PROTECTED ' 0 7 . 7 5 W " 0 0 ' 5 2 ° 0 3 S T E E R T S M L E NEW GRAVEL PATH W/ PTD STL EDGING EXIST. CONC. SIDEWALK DEAD / DISEASED TREE REMOVED UNDER SEPARATE PERMIT: 2024-143267 TP REMODEL EXIST. 2-STORY STONE/FRAME RESIDENCE FIN. FLR. = 545.42' NEW BATH & STOR. E E E E E E E E NEW POOL G N H R V O F O O R REMODEL EXIST. 1-STORY STONE RESIDENCE FIN. FLR. = 549.90' 5' SETBACK ' 3 . 6 EXIST. COV. PORCH UP K C A B T E S ' 5 1 G N H R V O F O O R 24.9' NEW STONE DECK NEW STONE FENCE NEW STONE STEPS EXIST. WD FENCE N 60° 23' 00" W 133.00' LOT 12 NEW PTD STL FENCE & GATE NEW CRUSHED LIMESTONE PATH W/ PTD STL EDGING ' 6 2 . W ' 0 0 . 0 5 ' 0 0 . 0 5 1/2" IPF PROPOSED SITE PLAN 1 SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". 1/2" IRF PLAN NORTH TRUE NORTH SCALE: 1/4" = 1'-0" TREE LEGEND: PROTECTED TREE NOTES: CRZ 1 / 2 CRZ 1 / 4 CRZ RADIUS PROTECTED TREE (19" DIA. OR GREATER) REMOVED TREE *PERMIT REQ'D FOR PROTECTED SIZE 8" MULCH 3/4" DCKNG O/ SLEEPERS OVER MULCH 5' CHAINLINK FENCE X X X X X 2x4 TREE WRAP 1. DRIP LINE CALCULATION 1'-0" PER 0'-1" OF TRUNK. 2. 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 - 5FT TALL MIN. OF CHAIN LINK MESH. 3. CONTRACTOR RESPONSIBLE FOR PERMIT APPROVAL FOR REMOVAL OF TREES WITH A DIAMETER OF 19" OR MORE. 4. 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 7. PROVIDE 8" OF MULCH AT EXPOSED CRZ 8. 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 9. TREE FENCING TO BE MOVABLE 6' TALL CHAINLINK 10. 11. 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 TREEES, PROVIDE 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. n g i s e d r o i r e t n i + m o c . k c i r t a p l i k t t e p p u c e r u t c e t i h c r a 0 2 8 0 . 0 5 4 . 2 1 5 C H I T E CT P P S A X E ET T R A D E U C . D . Y R E T H TO REGIS T F O E AT 4 8 4 1 1 T S T M I 3 0 7 8 7 X T , N I T S U A T S M L E 8 0 1 1 I T N E L A V E N N A E L & E C R I E I L R A H C T E S T I M R E P 5 2 . 8 1 . 3 T C E J O R P E U S S I 1 0 1 . P B N A L P E T I S 5 2 0 2 C EXIST. CONC. DRIVEWAY PROPOSED ROOF OVRHNG EXIST. 2ND FLOOR OVRHNG TO REMAIN PORTION OF EXIST. ROOF TO BE RELOCATED INTERIOR TO THE PROPERTY LINE (RED DASHED) PORTION OF EXIST. 2ND FLOOR TO BE RELOCATED FURTHER INTERIOR (RED DASHED) PROPOSED ROOF OVRHNG PROPOSED 2ND FLR LINE WALL HUNG A/C APPROXIMATE LOCATION OF EXIST. SEWER TAP PER C.O.A. 1932 TAP CARD. CONTRACTOR TO FIELD VERIFY. NEW WD GATE NEW POOL EQPMNT PAD 8 . 7 ' K C A B T E S ' 5 XX X X X X X 1.7' E E ' . 0 0 9 5 E " 0 0 ' 5 2 ° 0 3 N E SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". LEGEND: LEGAL DESCRIPTION: EXIST. STONE PAVING NEW CRUSHED LIMESTONE PATH W/ PTD STL EDGING EXIST. STONE WALL & IRON FENCE EXIST. STONE STEPS & LANDING WEST 12TH STREET LOT LINE BUILDING LINE / SETBACK EXISTING TOPOGRAPHY ORIGINAL TOPOGRAPHY NEW TOPOGRAPHY WOOD FENCE METAL FENCE CHAINLINK FENCE POWER LINE POWER POLE GAS METER ELEC METER WATER METER WASTE WATER CLEAN OUT FIRE HYDRANT AC CONDENSER EXISTING STRUCTURE TO REMAIN NEW CONSTRUCTION EXISTING FLATWORK / PAVING NEW FLATWORK / PAVING EXIST. STONE PAVING NEW STONE PAVING NEW STONE PAVING EXISTING / NEW GRAVEL (PERVIOUS) S 59° 49' 24" E 133.00' LOT 11 BLOCK 5 SHELLEY HEIGHTS NO. 2 1 2 . 7 ' 10' SETBACK UP WASH OUT PORT. W/C DUMPSTER MAT'LS NEW CRUSHED LIMESTONE PATH W/ PTD STL EDGING NEW STONE STEPS & UNCOV. PORCH TBM SET MAG NAIL ELEV. - 547.64' UP NEW CONSERV. LOT 11, BLOCK 5, SHELLEY HEIGHTS NO. 2 ZONING: SF-3-NP LOT SIZE: 7,759.77 SF (0.1781 AC) (SURVEY) SITE PLAN NOTES: 1. 2. 3. 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. 4. CIVIL ENGINEERING BY OTHERS. 5. TAKE PRECAUTIONS TO MAINTAIN ALL EXISTING UTILITY SERVICES. 6. TAKE MEASURES TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. 7. LANDSCAPING BY OTHERS (N.I.C.) 8. PROVIDE PVC PIPE SLEEVES BENEATH ALL PAVED SURFACES TO ACCOMMODATE LANDSCAPE LIGHTING, IRRIGATION & DRAINAGE. TREE LIST: TREE # TYPE SIZE T100 T101 T102 T103 T104 T105 T106 T107 T108 T109 SAP1 SAP2 SAP3 SAP4 SAP5 SAP6 SAP7 SAP8 CEDAR ELM PECAN BURR OAK ASH BURR OAK CEDAR ELM PECAN PECAN ASH CEDAR ELM 18" 12" 16" 9" 3" 22" 17" 10" 10" 21" AMERICAN SMOKE TREE SAPLING SYCAMORE LIVE OAK LIVE OAK LACEY OAK LIVE OAK MOUNTAIN LAUREL MAGNOLIA SAPLING SAPLING SAPLING SAPLING SAPLING SAPLING SAPLING SITE PLAN INDICATES SIZE & APPROX. LOCATION OF TREES ONLY. TREE SPECIES TO BE VERIFIED BY CERTIFIED ARBORIST. MS = MULTISTEM TRUNK H = HERITAGE P = PROTECTED ' 0 7 . 7 5 W " 0 0 ' 5 2 ° 0 3 S T E E R T S M L E NEW GRAVEL PATH W/ PTD STL EDGING EXIST. CONC. SIDEWALK DEAD / DISEASED TREE REMOVED UNDER SEPARATE PERMIT: 2024-143267 TP REMODEL EXIST. 2-STORY STONE/FRAME RESIDENCE FIN. FLR. = 545.42' NEW BATH & STOR. E E E E E E E E NEW POOL G N H R V O F O O R REMODEL EXIST. 1-STORY STONE RESIDENCE FIN. FLR. = 549.90' 5' SETBACK ' 3 . 6 EXIST. COV. PORCH UP K C A B T E S ' 5 1 G N H R V O F O O R 24.9' NEW STONE DECK NEW STONE FENCE NEW STONE STEPS EXIST. WD FENCE N 60° 23' 00" W 133.00' LOT 12 NEW PTD STL FENCE & GATE NEW CRUSHED LIMESTONE PATH W/ PTD STL EDGING ' 6 2 . W ' 0 0 . 0 5 ' 0 0 . 0 5 1/2" IPF PROPOSED SITE PLAN 1 SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". 1/2" IRF PLAN NORTH TRUE NORTH SCALE: 1/4" = 1'-0" TREE LEGEND: PROTECTED TREE NOTES: CRZ 1 / 2 CRZ 1 / 4 CRZ RADIUS PROTECTED TREE (19" DIA. OR GREATER) REMOVED TREE *PERMIT REQ'D FOR PROTECTED SIZE 8" MULCH 3/4" DCKNG O/ SLEEPERS OVER MULCH 5' CHAINLINK FENCE X X X X X 2x4 TREE WRAP 1. DRIP LINE CALCULATION 1'-0" PER 0'-1" OF TRUNK. 2. 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 - 5FT TALL MIN. OF CHAIN LINK MESH. 3. CONTRACTOR RESPONSIBLE FOR PERMIT APPROVAL FOR REMOVAL OF TREES WITH A DIAMETER OF 19" OR MORE. 4. 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 7. PROVIDE 8" OF MULCH AT EXPOSED CRZ 8. 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 9. TREE FENCING TO BE MOVABLE 6' TALL CHAINLINK 10. 11. 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 TREEES, PROVIDE 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. n g i s e d r o i r e t n i + m o c . k c i r t a p l i k t t e p p u c e r u t c e t i h c r a 0 2 8 0 . 0 5 4 . 2 1 5 C H I T E CT P P S A X E ET T R A D E U C . D . Y R E T H TO REGIS T F O E AT 4 8 4 1 1 T S T M I 3 0 7 8 7 X T , N I T S U A T S M L E 8 0 1 1 I T N E L A V E N N A E L & E C R I E I L R A H C T E S T I M R E P 5 2 . 8 1 . 3 T C E J O R P E U S S I 1 0 1 . P B N A L P E T I S 5 2 0 2 C EXIST. CONC. DRIVEWAY PROPOSED ROOF OVRHNG EXIST. 2ND FLOOR OVRHNG TO REMAIN PORTION OF EXIST. ROOF TO BE RELOCATED INTERIOR TO THE PROPERTY LINE (RED DASHED) PORTION OF EXIST. 2ND FLOOR TO BE RELOCATED FURTHER INTERIOR (RED DASHED) PROPOSED ROOF OVRHNG PROPOSED 2ND FLR LINE WALL HUNG A/C APPROXIMATE LOCATION OF EXIST. SEWER TAP PER C.O.A. 1932 TAP CARD. CONTRACTOR TO FIELD VERIFY. NEW WD GATE NEW POOL EQPMNT PAD 8 . 7 ' K C A B T E S ' 5 XX X X X X X 1.7' E E ' . 0 0 9 5 E " 0 0 ' 5 2 ° 0 3 N E SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". EP WH WH n g i s e d r o i r e t n i + m o c . k c i r t a p l i k t t e p p u c e r u t c e t i h c r a 0 2 8 0 . 0 5 4 . 2 1 5 C H I T E CT P P S A X E ET T R A D E U C . D . Y R E T H TO REGIS T F O E AT 4 8 4 1 1 TS T M I 3 0 (cid:26) 8 (cid:26) X T , N I T S U A T S M L E 8 0 1 1 I T N E L A V E N N A E L & E C R I E I L R A H C T E S T I M R E P 5 2 . 8 1 . 3 T C E J O R P E U S S I EP DEMO PLAN KEY: TO BE DEMOLISHED EXISTING TO REMAIN DEMO PLAN - BASEMENT SCALE: 1/4" = 1'-0" 2 DEMO PLAN - 1ST FLOOR 1 SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". SCALE: 1/4" = 1'-0" TRUE NORTH PLAN NORTH GENERAL PLAN NOTES: - - - - - - PERFORM ALL WORK IN ACCORDANCE WITH APPLICABLE CODES, REGULATIONS AND ORDINANCES INCLUDING THE INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION ALL DIMENSIONS ARE TO FACE OF FRAMING U.N.O. HOSE BIBS TO BE LOCATED AT 24" ABOVE FINISHED GRADE DO NOT SCALE DRAWINGS. DIMENSIONS AS INDICATED TAKE PRECEDENT OVER DRAWINGS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY FIELD CONDITIONS WHICH DO NOT PERMIT CONSTRUCTION OR INSTALLATION AS DRAWN PROVIDE 5/8" TYPE "X" GWB AT GARAGE WALL & CEILING 0 0 2 . P B N A L P R O O L F 5 2 0 2 C SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". 2880 EXIST. STAIRS TO BE RELOCATED EXIST. GUTTER & D.S. TO BE REMOVED DEMO PLAN - 2ND FLOOR 1 SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". SCALE: 1/4" = 1'-0" TRUE NORTH PLAN NORTH n g i s e d r o i r e t n i + m o c . k c i r t a p l i k t t e p p u c e r u t c e t i h c r a 0 2 8 0 . 0 5 4 . 2 1 5 C H I T E CT P P S A X E ET T R A D E U C . D . Y R E T H TO REGIS T F O E AT 4 8 4 1 1 TS T M I 3 0 (cid:26) 8 (cid:26) X T , N I T S U A T S M L E 8 0 1 1 I T N E L A V E N N A E L & E C R I E I L R A H C T E S T I M R E P 5 2 . 8 1 . 3 T C E J O R P E U S S I DEMO PLAN KEY: TO BE DEMOLISHED EXISTING TO REMAIN GENERAL PLAN NOTES: - - - - - - PERFORM ALL WORK IN ACCORDANCE WITH APPLICABLE CODES, REGULATIONS AND ORDINANCES INCLUDING THE INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION ALL DIMENSIONS ARE TO FACE OF FRAMING U.N.O. HOSE BIBS TO BE LOCATED AT 24" ABOVE FINISHED GRADE DO NOT SCALE DRAWINGS. DIMENSIONS AS INDICATED TAKE PRECEDENT OVER DRAWINGS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY FIELD CONDITIONS WHICH DO NOT PERMIT CONSTRUCTION OR INSTALLATION AS DRAWN PROVIDE 5/8" TYPE "X" GWB AT GARAGE WALL & CEILING 1 0 2 . P B N A L P R O O L F 5 2 0 2 C SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". n g i s e d r o i r e t n i + m o c . k c i r t a p l i k t t e p p u c e r u t c e t i h c r a 0 2 8 0 . 0 5 4 . 2 1 5 EXIST. BALCONY TO BE REMOVED EXIST. WALL TO REMAIN TO RECEIVE NEW WINDOWS, REF. PLAN EXIST. WINDOW TO BE REMOVED, TYP. EXIST. RAILING TO BE REMOVED, TYP. PROPOSED 2ND FLOOR WALL LOCATION EXIST. 2ND FLOOR WALL & ROOF EDGE TO BE RELOCATED, REF. PLAN EXIST. BALCONY TO BE REMOVED EXIST. 2ND FLOOR WALL & ROOF EDGE TO BE RELOCATED, REF. PLAN PROPOSED 2ND FLOOR WALL LOCATION EXIST. WALL TO REMAIN TO RECEIVE NEW WINDOWS, REF. PLAN EXIST. WINDOW TO BE REMOVED, TYP. EXIST. UNENCLOSED AREA & FENCE TO BE REMOVED EP EP WH DEMO PLAN - 2ND FLOOR - GUEST SCALE: 1/4" = 1'-0" 2 SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". 1 DEMO PLAN - 1ST FLOOR - GUEST SCALE: 1/4" = 1'-0" TRUE NORTH PLAN NORTH C H I T E CT P P S A X E ET T R A D E U C . D . Y R E T H TO REGIS T F O E AT 4 8 4 1 1 TS T M I 3 0 (cid:26) 8 (cid:26) X T , N I T S U A T S M L E 8 0 1 1 I T N E L A V E N N A E L & E C R I E I L R A H C T E S T I M R E P 5 2 . 8 1 . 3 T C E J O R P E U S S I DEMO PLAN KEY: TO BE DEMOLISHED EXISTING TO REMAIN GENERAL PLAN NOTES: - - - - - - PERFORM ALL WORK IN ACCORDANCE WITH APPLICABLE CODES, REGULATIONS AND ORDINANCES INCLUDING THE INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION ALL DIMENSIONS ARE TO FACE OF FRAMING U.N.O. HOSE BIBS TO BE LOCATED AT 24" ABOVE FINISHED GRADE DO NOT SCALE DRAWINGS. DIMENSIONS AS INDICATED TAKE PRECEDENT OVER DRAWINGS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY FIELD CONDITIONS WHICH DO NOT PERMIT CONSTRUCTION OR INSTALLATION AS DRAWN PROVIDE 5/8" TYPE "X" GWB AT GARAGE WALL & CEILING 2 0 2 . P B N A L P R O O L F 5 2 0 2 C SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". SETBACK ROOF OVRHNG 7'-11 1/2" EXIST. . T S X E I PANTRY WOOD . C O L E R 2 3 8 2 T N M S C 0 8 8 2 " / 2 1 ' 4 - 1 1 " 9 - 4 ' 9" 15'-3" " 6 - 2 ' 2670 EXIST. KITCHEN WOOD MANUF. CONSERVATORY STONE 2870 N D " 9 - 2 ' " 3 - 9 ' EXIST. BENCH EXIST. BENCH EXIST. F.P. DINING WOOD BOOK SHLVS 3080 PAIR COV. PORCH STONE DN . T S X E I 0 8 0 3 VESTIBULE STONE EXIST. STEPS TO GRADE ROOF OVRHNG RELOC. EXIST. STAIR TERM. BLOCKS STEEL DOOR & WNDW UNITS " 1 - 5 ' WC1 TILE CLST 2470 2 4 7 0 " 2 1 / WC2 TILE 4 - 3 ' " 0 1 - 4 ' NEW 3070 SH 2470 " 8 3 / 7 ± @ R 6 1 " / 2 1 0 1 @ T 5 1 P U NEW 2846 CSMNT 3'-0" 3'-0" MEDIA WOOD . T S X E I STAIR HALL WOOD HANDRAIL TO CODE FLOOR ABV EXIST. EXIST. G N H R V O F O O R HANDRAIL TO CODE, TYP. STEPS TO GRADE 2880 DN W E N W E N W E N H S 0 7 0 3 H S 0 7 0 3 H S 0 7 0 3 G N H R V O F O O R RELOCATE FLR HATCH TO EXIST. BSMNT MUD TILE FAMILY WOOD FOOTPRINT OF EXIST. CELLAR EXIST. EXIST. EXIST. EXIST. EXIST. ROOF OVRHNG FLOOR ABOVE CRAWL SPACE ACCESS DOOR P U EXIST. MECH. BSMNT CONC. . T S X E I . T S X E I EXIST. EXIST. FLOOR PLAN - BASEMENT SCALE: 1/4" = 1'-0" 2 FLOOR PLAN - 1ST FLOOR 1 SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". SCALE: 1/4" = 1'-0" TRUE NORTH PLAN NORTH n g i s e d r o i r e t n i + m o c . k c i r t a p l i k t t e p p u c e r u t c e t i h c r a 0 2 8 0 . 0 5 4 . 2 1 5 C H I T E CT P P S A X E ET T R A D E U C . D . Y R E T H TO REGIS T F O E AT 4 8 4 1 1 TS T M I 3 0 7 8 7 X T , N I T S U A T S M L E 8 0 1 1 I T N E L A V E N N A E L & E C R I E I L R A H C T E S T I M R E P 5 2 . 8 1 . 3 T C E J O R P E U S S I FLOOR PLAN WALL KEY: 5 1/2" WOOD STUDS 3 1/2" WOOD STUDS MASONRY VENEER EXISTING WOOD STUDS MATCH EXISTING STUDS GENERAL PLAN NOTES: - - - - - - PERFORM ALL WORK IN ACCORDANCE WITH APPLICABLE CODES, REGULATIONS AND ORDINANCES INCLUDING THE INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION ALL DIMENSIONS ARE TO FACE OF FRAMING U.N.O. HOSE BIBS TO BE LOCATED AT 24" ABOVE FINISHED GRADE DO NOT SCALE DRAWINGS. DIMENSIONS AS INDICATED TAKE PRECEDENT OVER DRAWINGS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY FIELD CONDITIONS WHICH DO NOT PERMIT CONSTRUCTION OR INSTALLATION AS DRAWN PROVIDE 5/8" TYPE "X" GWB AT GARAGE WALL & CEILING 5 0 2 . P B N A L P R O O L F 5 2 0 2 C SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". n g i s e d r o i r e t n i + m o c . k c i r t a p l i k t t e p p u c e r u t c e t i h c r a 0 2 8 0 . 0 5 4 . 2 1 5 EXIST. SEAL / INSUL. EXIST. ATTIC CLST1 WOOD LNDRY TILE 5'-3" 1'-6 1/4" 3'-4 3/4" 3'-4 3/4" NEW DORMER ROOF ABOVE S E A T ROD S H L V S 1918 CSMNT 3718 PICTURE 1918 CSMNT B/I DESK E P O L S G L C D O R CL RM BED1 WOOD " 6 - 3 ' 2880 2868 2668 PKT 3068 PKT HALL WOOD 2668 PKT 2668 PKT 3'-10" I R A P 8 6 4 2 BATH1 TILE CL RM CLST2 WOOD " 8 3 / 7 ± @ R 6 1 " / 2 1 0 1 @ T 5 1 N D 2868 G L C E P O L S " 2 1 / 4 - 6 ' " 1 1 - 3 ' NEW DORMER ROOF ABOVE NEW 3036 CSMNT NEW 3036 CSMNT NEW 3036 CSMNT NEW 2236 CSMNT NEW 3036 CSMNT CL RM EQ EQ . T S X E I E P O L S G L C STUDY TBD G L C E P O L S SEAL / INSUL. EXIST. ATTIC " 6 - 2 ' " 0 - 5 ' " 0 - 5 ' " 6 - 2 ' . T S X E I Ø " 8 2 W E N D N R Ø " 8 2 W E N D N R 12'-4" 11'-5 3/4" 7'-0 1/4" 3'-11 1/2" 14'-1 1/2" FLOOR PLAN - 2ND FLOOR 1 SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". SCALE: 1/4" = 1'-0" TRUE NORTH PLAN NORTH C H I T E CT P P S A X E ET T R A D E U C . D . Y R E T H TO REGIS T F O E AT 4 8 4 1 1 TS T M I 3 0 7 8 7 X T , N I T S U A T S M L E 8 0 1 1 I T N E L A V E N N A E L & E C R I E I L R A H C T E S T I M R E P 5 2 . 8 1 . 3 T C E J O R P E U S S I FLOOR PLAN WALL KEY: 5 1/2" WOOD STUDS 3 1/2" WOOD STUDS MASONRY VENEER EXISTING WOOD STUDS MATCH EXISTING STUDS GENERAL PLAN NOTES: - - - - - - PERFORM ALL WORK IN ACCORDANCE WITH APPLICABLE CODES, REGULATIONS AND ORDINANCES INCLUDING THE INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION ALL DIMENSIONS ARE TO FACE OF FRAMING U.N.O. HOSE BIBS TO BE LOCATED AT 24" ABOVE FINISHED GRADE DO NOT SCALE DRAWINGS. DIMENSIONS AS INDICATED TAKE PRECEDENT OVER DRAWINGS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY FIELD CONDITIONS WHICH DO NOT PERMIT CONSTRUCTION OR INSTALLATION AS DRAWN PROVIDE 5/8" TYPE "X" GWB AT GARAGE WALL & CEILING 7 0 2 . P B N A L P R O O L F 5 2 0 2 C SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". " 2 1 / ' 5 - 4 2 EXTENT OF EXIST. EXTERIOR WALL TO BE RELOCATED (RED DASH) " ' 7 - 3 1 " 2 1 / 0 1 - 0 1 ' 2 10'-11" 10'-5 1/2" 4'-0" ROOF ABOVE (4)11046 CSMTS GUEST BED 1 WOOD (4)11046 CSMTS GUEST LIVING WOOD 6 4 0 1 1 2 ) ( S T M S C DN EXIST. STAIR 3'-6" 2868 2868 " 7 - 2 ' " ' 0 - "3 2 1 / 9 - 2 ' " 2 1 / 1 - 3 ' 3068 2668 " 2 1 / 3 - 1 ' SHLVS D O R ROD " 0 - 2 ' GUEST BED 2 WOOD (3)11046 CSMTS E V O B A F O O R ROOF ABOVE 10'-11" 3'-8" 6'-9 1/2" 21'-4 1/2" N D " 4 3 / " 4 3 / 7 @ R 5 0 1 @ T 4 6 4 0 1 1 T M S C E V O B A F O O R UNCOV. PORCH GUEST BATH TILE PTD STL RAILING TO CODE PTD STL RAILING TO CODE " ' 5 - 0 1 " 6 " 1 - 9 ' EXTENT OF EXIST. EXTERIOR WALL TO BE RELOCATED (RED DASH) PTD STL RAILING TO CODE FLOOR PLAN - 2ND FLOOR - GUEST SCALE: 1/4" = 1'-0" 8'-3 1/4" 1'-4 1/2" 8'-3 1/4" FLOOR ABOVE 8070 OHD 8070 OHD UP EXIST. STAIR EXTENT OF EXIST. 2ND FLR WALL TO BE RELOCATED (RED DASH) . T S X E I C A V H E.M. E.M. " 4 1 / 9 - 2 ' " 4 3 / 0 1 - 6 ' GARAGE CONC. EXTENT OF EXIST. 2ND FLR WALL TO BE RELOCATED (RED DASH) 2'-4" FLOOR PLAN WALL KEY: " 9 - 7 ' " 0 - 9 ' POOL BATH TILE FLOOR ABOVE 1836 CSMT 1836 CSMT NEW STONE VENEER TO MATCH EXIST. 8 6 6 2 8 6 6 2 1836 CSMT 2'-4" 4'-7" SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". 1 FLOOR PLAN - 1ST FLOOR - GUEST SCALE: 1/4" = 1'-0" TRUE NORTH PLAN NORTH 5 1/2" WOOD STUDS 3 1/2" WOOD STUDS MASONRY VENEER EXISTING WOOD STUDS MATCH EXISTING STUDS GENERAL PLAN NOTES: - - - - - - PERFORM ALL WORK IN ACCORDANCE WITH APPLICABLE CODES, REGULATIONS AND ORDINANCES INCLUDING THE INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION ALL DIMENSIONS ARE TO FACE OF FRAMING U.N.O. HOSE BIBS TO BE LOCATED AT 24" ABOVE FINISHED GRADE DO NOT SCALE DRAWINGS. DIMENSIONS AS INDICATED TAKE PRECEDENT OVER DRAWINGS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY FIELD CONDITIONS WHICH DO NOT PERMIT CONSTRUCTION OR INSTALLATION AS DRAWN PROVIDE 5/8" TYPE "X" GWB AT GARAGE WALL & CEILING 9 0 2 . P B N A L P R O O L F 5 2 0 2 C n g i s e d r o i r e t n i + m o c . k c i r t a p l i k t t e p p u c e r u t c e t i h c r a 0 2 8 0 . 0 5 4 . 2 1 5 C H I T E CT P P S A X E ET T R A D E U C . D . Y R E T H TO REGIS T F O E AT 4 8 4 1 1 TS T M I 3 0 7 8 7 X T , N I T S U A T S M L E 8 0 1 1 I T N E L A V E N N A E L & E C R I E I L R A H C T E S T I M R E P 5 2 . 8 1 . 3 T C E J O R P E U S S I SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". EXIST. STONE CHIMNEY TO BE REPAIRED NEW SHINGLE ROOFING 12 1 12 1 MEMBRANE ROOFING AT NEW DORMERS, TYP. NEW SHINGLE ROOFING AT EXIST. STRUCTURE, TYP. n g i s e d r o i r e t n i + 12 6 12 6 12 6 12 6 NEW PREFIN. METAL HALF-RND GUTTER & D.S., TYP. NEW STEEL DOOR & WINDOW UNIT (BYND) NEW MANUF. CONSERVATORY VERT. T&G PTD WD SIDING O/ RAINSCREEN 12 6 EXIST. STONE TO BE REPAIRED, TYP. EXIST. WINDOWS TO BE REPAIRED / REFIN., TYP. NEW STEEL WINDOW UNIT 548.1' HIGH PT ADJ. GRADE FRONT ELEVATION (EAST) 1 SCALE: 1/4" = 1'-0" SIDE ELEVATION (NORTH) 2 546.5' HIGH PT ADJ. GRADE SCALE: 1/4" = 1'-0" MEMBRANE ROOFING AT NEW DORMERS, TYP. NEW SHINGLE ROOFING AT EXIST. STRUCTURE, TYP. 12 6 12 6 12 6 EXIST. WINDOWS TO BE REPAIRED, TYP. OF 5 NEW WINDOWS 548.1' HIGH PT ADJ. GRADE SIDE ELEVATION (SOUTH) 3 SCALE: 1/4" = 1'-0" SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". NEW RND WINDOWS, TYP. OF 2 VERT. T&G PTD WD SIDING O/ RAINSCREEN NEW WINDOWS, TYP. OF 5 NEW PREFIN. METAL HALF-RND GUTTER & D.S., TYP. RELOCATED EXIST. WNDW TO BE REPAIRED / REFINISHED EXIST. WINDOWS TO BE REPAIRED / REFINISHED EXIST. STONE TO BE REPAIRED, TYP. 546.5' HIGH PT ADJ. GRADE 4 EXIST. WINDOW TO BE REPAIRED / REFIN. NEW SHINGLE ROOFING 12 6 12 1 12 6 REAR ELEVATION (WEST) SCALE: 1/4" = 1'-0" 18'-11 3/4" BUILDING HEIGHT 17'-5" T.O. NEW 2ND FLR PL NEW PTD STL AWNING 9'-9" T.O. EXIST. 2ND FLR SBFLR 9'-1 1/2" T.O. EXIST. 1ST FLR PL " 8 - 7 ' " 2 1 / 7 " 8 7 / ' 5 - 1 2 EXIST. WNDW TO BE REPAIRED / REFIN. EXIST. STONE TO BE REPAIRED, TYP. " 2 1 / 1 - 9 ' 0'-0" T.O. SLAB (MAIN) -(2'-6") AVG. ADJ. GRADE 18'-11 3/4" BUILDING HEIGHT 17'-5" T.O. NEW 2ND FLR PL VERT. T&G PTD WD SIDING O/ RAINSCREEN 9'-9" T.O. EXIST. 2ND FLR SBFLR 9'-1 1/2" T.O. EXIST. 1ST FLR PL NEW PTD WD CORNICE, TYP. NEW PTD STL AWNING " 8 - 7 ' " 2 1 / 7 " 2 1 / 1 - 9 ' NEW WINDOWS TO MATCH EXIST. 0'-0" T.O. SLAB (MAIN) -(2'-6") AVG. ADJ. GRADE " 8 7 / ' 5 - 1 2 m o c . k c i r t a p l i k t t e p p u c e r u t c e t i h c r a 0 2 8 0 . 0 5 4 . 2 1 5 C H I T E CT P P S A X E ET T R A D E U C . D . Y R E T H TO REGIS T F O E AT 4 8 4 1 1 TS T M I 3 0 7 8 7 X T , N I T S U A T S M L E 8 0 1 1 I T N E L A V E N N A E L & E C R I E I L R A H C T E T F S A T R I M D R E P 5 5 2 2 . . 4 8 1 1 . . 3 3 T C E J O R P E U S S I 0 0 3 . P B S N O I T A V E L E 5 2 0 2 C SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". n g i s e d r o i r e t n i + 12 6 12 6 EXIST. ROOF EDGE TO BE RELOCATED (RED DASH) NEW SHINGLE ROOFING NEW PREFIN. MTL HALF-RND GUTTER & DOWNSPOUTS, TYP. EXIST. BALCONY & AWNING TO BE REMOVED (RED DASH) EXIST. 2ND FLR WALL TO BE REMAIN AT NORTH & SOUTH SIDES NEW PTD STL RAILING NEW VERT. T&G PTD WD SIDING O/ RAINSCREEN W/ SCALLOP DETAIL, TYP. AT 2ND FLOOR NEW PTD STL RAILING EXIST. 2ND FLR WALL & ROOF EDGE TO BE RELOCATED (RED DASH) 545.9' HIGH PT ADJ. GRADE 544.6' LOW PT ADJ. GRADE 20'-2 3/4" BUILDING HEIGHT 17'-5 3/4" T.O. 2ND FLR PL EXIST. 2ND FLR WALL & ROOF EDGE TO BE RELOCATED (RED DASH) 8'-5 3/4" T.O. EXIST. 2ND FLR SBFLR 7'-5 3/4" T.O. 1ST FLR PL NEW OH GARAGE DOORS 0'-2" AVG. ADJ. GRADE 0'-0" T.O. 1ST FLR SLAB SIDE ELEVATION (EAST) 1 SCALE: 1/4" = 1'-0" FRONT ELEVATION (NORTH) 2 SCALE: 1/4" = 1'-0" 12 6 12 6 EXIST. 2ND FLR WALL & ROOF EDGE TO BE RELOCATED (RED DASH) NEW STONE VENEER TO MATCH EXIST. AT SOUTH ELEVATION NEW VERT T&G PTD WD SIDING O/ RAINSCREEN REAR ELEVATION (SOUTH) 3 EXIST. ROOF EDGE TO BE RELOCATED (RED DASH) NEW SHINGLE ROOFING NEW PREFIN. MTL HALF-RND GUTTER & DOWNSPOUTS, TYP. EXIST. 2ND FLR WALL & ROOF EDGE TO BE RELOCATED (RED DASH) EXIST. BALCONY & AWNING TO BE REMOVED (RED DASH) EXIST. 2ND FLR WALL TO REMAIN AT NORTH & SOUTH SIDES NEW PTD STL RAILING NEW PTD WD VERT. T&G SIDING O/ RAINSCREEN W/ SCALLOP DETAIL, TYP. AT 2ND FLOOR NEW WINDOWS IN MODIFIED OPENINGS EXIST. STONE VENEER TO BE REPAIRED, TYP. NEW STONE VENEER TO MATCH EXIST. 545.9' HIGH PT ADJ. GRADE SCALE: 1/4" = 1'-0" SHEET IS FORMATTED TO 24" X 36". SCALES ARE ONE HALF OF NOTED WHEN PRINTED TO 12" X 18". 20'-2 3/4" BUILDING HEIGHT 17'-5 3/4" T.O. 2ND FLR PL 8'-5 3/4" T.O. EXIST. 2ND FLR SBFLR 7'-5 3/4" T.O. 1ST FLR PL REMOVE STONE AT WALL-MT HVAC UNIT 0'-2" AVG. ADJ. GRADE 0'-0" T.O. 1ST FLR SLAB 544.6' LOW PT ADJ. GRADE SIDE ELEVATION (WEST) 4 SCALE: 1/4" = 1'-0" " 1 1 - 2 ' " 0 - 9 ' " 0 - 1 ' " 4 3 / 5 - 7 ' " 1 1 - 2 ' " 0 - 9 ' " 0 - 1 ' " 4 3 / 5 - 7 ' " 4 3 / ' 2 - 0 2 " 4 3 / ' 2 - 0 2 m o c . k c i r t a p l i k t t e p p u c e r u t c e t i h c r a 0 2 8 0 . 0 5 4 . 2 1 5 C H I T E CT P P S A X E ET T R A D E U C . D . Y R E T H TO REGIS T F O E AT 4 8 4 1 1 TS T M I 3 0 7 8 7 X T , N I T S U A T S M L E 8 0 1 1 I T N E L A V E N N A E L & E C R I E I L R A H C T E S T I M R E P 5 2 . 8 1 . 3 T C E J O R P E U S S I 1 0 3 . P B S N O I T A V E L E 5 2 0 2 C 15' ALLEY 22" PECAN N 30° 25' 00" E 59.00' FENCE CORNER MAGNOLIA SAPLING 545.62' 545.06' ' 7 . 1 3 EMS 24.4' ' 8 . 5 A / C 3.6' 1 . 5 ' ' 4.9' 5 . 5 8.5' TWO STORY STONE & FRAME 1503 WEST 12TH STREET 544.65' 1/2" IRF 8.7' ' 5 . 1 2 FINISHED FLOOR = 545.42' 545 545.85' 546 3" BURR OAK ' 1 . 5 24.4' 545.85' MOUNTAIN LAUREL SAPLING 5 4 6 545.94' 546.21' LOT 11, BLOCK 5 SHELLEY HEIGHTS NO. 2 546.50' 17" PECAN 5 4 6 9" ASH 7 4 5 547.24' LIVE OAK SAPLING 546.74' 546.92' 10" PECAN 37.1' 546.56' ' 0 0 . 3 3 1 K A O R R U B G N I L P A S ' 5 . 1 1 1.0' ' 1 . 4 1 12.7' 546.49' 10" HACKBERRY 6.8' 547.19' 5 4 7 ONE STORY STONE 1108 ELM STREET FINISHED FLOOR = 549.90' ' 0 . 5 0.6' ' 5 . 5 0.6' ' 0 . ' 7 0 . 0.7'1 15.6' E " 4 2 ' 9 4 ° 9 5 S ) E ' 3 4 ° 9 5 S = T A L P ( ' 5 . 4 2 1.0' ' 6 . 1 1 1.0' ' 5 . 4 1 GM GM 547.87' A/ C 6.3' A/ C 8 5 4 T E E R T S H T 2 1 T S E W ) . . W O R . ' 0 6 ( LOT 12 2.6' ' 0 0 . 3 3 1 W " 0 0 ' 3 2 ° 0 6 N 16" RED OAK ' 8 . 7 ' 15.5' 0.5' 0 7 . 548.33' 548.14' ' . 9 4 2 18" ASH 12" HACKBERRY 548.65' 22" SUGARBERRY 1/2" IPF WATER METER W AMERICAN SMOKETREE SAPLING 547.77' 547.95' 548.40' SYCAMORE SAPLING 8 4 5 TBM SET MAG NAIL ELEV. = 547.64' 1/2" IRF T N A R D Y H E R F I BURR OAK SAPLING S 30° 25' 00" W 57.70' (REFERENCE BEARING) ELM STREET (40' R.O.W.) CM 1/2" IPF S. COR. LOT 16 S 30° 25' 00" W 150.00' 1/2" IRF 50.00' 1/2" IPF 50.00' LEGEND: BARBWIRE FENCE CHAINLINK FENCE WROUGHT IRON FENCE WOOD FENCE VINYL FENCE ELECTRIC LINE ASPHALT = CONCRETE = GRAVEL = TILE = WOOD = GM = GAS METER EM = ELECTRIC METER IPF = IRON PIPE FOUND IRS = IRON ROD SET WITH "PREMIER" CAP IRF = IRON ROD FOUND CM = CONTROLLING MONUMENT (WOOD) RAILROAD TIE = STONE = BRICK = NOTES: TBM = TEMPORARY BENCHMARK. CONTOUR INTERVAL EQUALS ONE FOOT. BEARINGS ARE BASED ON THE RECORDED PLAT. ELEVATIONS WERE DERIVED FROM GPS OBSERVATIONS. 0' 10' 20' 40' SCALE: 1"= 20' LEGAL DESCRIPTION: BEING LOT 11, BLOCK 5, SHELLEY HEIGHTS NO. 2, AN ADDITION TO TRAVIS COUNTY, TEXAS, ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN VOLUME 3, PAGE 260, PLAT RECORDS, TRAVIS COUNTY, TEXAS. TECH FIELD AV/MSP RC SURVEYOR'S CERTIFICATION: THIS IS TO CERTIFY THAT ON THIS DATE A SURVEY WAS MADE ON THE GROUND, UNDER MY SUPERVISION AND REFLECTS A TRUE AND CORRECT REPRESENTATION OF THE DIMENSIONS AND CALLS OF PROPERTY LINES AND LOCATION AND TYPE OF IMPROVEMENTS. THERE ARE NO VISIBLE AND APPARENT EASEMENTS, CONFLICTS, INTRUSIONS OR PROTRUSIONS, EXCEPT AS SHOWN. THIS SURVEY IS NOT TO BE USED FOR CONSTRUCTION PURPOSES AND WAS PREPARED WITHOUT THE BENEFIT OF A TITLE COMMITMENT PROVIDED BY A TITLE COMPANY. THERE MAY BE EASEMENTS AND OTHER MATTERS OF RECORD AFFECTING THE PROPERTY SHOWN HEREON THAT ONLY A PROPER TITLE SEARCH WOULD REVEAL. THIS SURVEY IS SUBJECT TO ANY AND ALL COVENANTS AND RESTRICTIONS PERTAINING TO THE RECORDED PLAT REFERENCED HEREON. DATE: FIELD: 11/13/2024 11/05/2024 JOB NO.: 24-00216TOPOTS 1108 ELM STREET & 1503 WEST 12TH STREET AUSTIN, TX 78703 LOT 11, BLOCK 5, SHELLEY HEIGHTS NO. 2 FLOOD INFORMATION: THE SUBJECT PROPERTY DOES NOT APPEAR TO LIE WITHIN THE LIMITS OF A 100-YEAR FLOOD HAZARD ZONE ACCORDING TO THE MAP PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, AND HAS A ZONE "X" RATING AS SHOWN BY MAP NO. 48453C0445 K, DATED JANUARY 22, 2020. DATE: ACCEPTED BY: David Apple