12.1 - 1901 Cliff St - drawings — original pdf

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UNABLE TO SET S 10° 00' 00" W 150.00' UNABLE TO SET 16' ALLEY LOT 12 LOT 11 LOT 13 ' 0 0 . 0 7 1 E " 0 0 ' 0 0 ° 0 8 S 19.6' ' 0 . 3 9.0' 24.6' GM ' 7 . 4 2 ONE STORY FRAME ' 0 12.5' 3 . ' 1 . 4 2 5.9' 6 ' . 0 27.0' ' 7 . 7 5 LOT 10, BLOCK 3 CARRINGTON SUBDIVISION E OF OUT-LOTS NO. N I 26, 27, 28, DIVISION D L T O L L A N G R O I I 4' 6 . 4 7 1 ) . 5') 7 1 = T A L P ( E U N E V A W A . O . I R L 0' 5 O ( N G A M W " 4 3 5' 4 ° 6 6 N '13.0' 0 . 9 ' 0 . 5 1 9.0' ' 0 . 0 1 18.0' 30.0' ' . 0 '3.0'3 9 . 9 '3.0' 0 6.0'3 . 16.8' EM A/ C '3.0' 5 . 6 3.0' . 5 1 9.0' E T C E N Y E E R R SID O T F S T E S E E R LIF N 1 C O M A 0 R 9 F 1 0 ' ' 1 . 4 2 6.0' ' 2 . 0 3 ' 4 . 6 2 ' 0 . 2 2 ' 1 . 4 2 13.0' E N I L T O L L A N G R O I I SS SS CM 2" IPF 50.00' 1/2" IRF 135.00' N 10° 00' 00" E CM FENCE CORNER 10.00' 40.00' SANITARY SEWER MANHOLE 50.00' 20.00' UNABLE TO SET N 10° 00' 00" E 110.00' (ASSUMED REF. BEARING) SANITARY SEWER MANHOLE CLIFF STREET (50' R.O.W.) 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: BEARINGS ARE ASSUMED. LEGAL DESCRIPTION: BEING LOTS 10, 11, AND THE SOUTH 40' OF LOT 12, BLOCK 3, CARRINGTON SUBDIVISION OF OUT-LOTS NO. 26, 27, 28, DIVISION D, A SUBDIVISION IN TRAVIS COUNTY, TEXAS, ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN VOLUME 1, PAGE 94, PLAT RECORDS, TRAVIS COUNTY, TEXAS. 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 IS FOR THE EXCLUSIVE USE OF THE HEREON NAMED PURCHASER, MORTGAGE COMPANY, AND TITLE COMPANY ONLY AND THIS SURVEY IS MADE PURSUANT TO THAT CERTAIN TITLE COMMITMENT UNDER THE GF NUMBER SHOWN HEREON, PROVIDED BY THE TITLE COMPANY NAMED HEREON AND THAT THIS DATE, THE EASEMENTS, RIGHTS-OF-WAY, OR OTHER LOCATABLE MATTERS OF RECORD THAT THE UNDERSIGNED HAS KNOWLEDGE OR HAS BEEN ADVISED ARE AS SHOWN OR NOTED HEREON. THIS SURVEY IS SUBJECT TO ANY AND ALL COVENANTS AND RESTRICTIONS PERTAINING TO THE RECORDED PLAT REFERENCED HEREON. DATE: FIELD: 10/11/2022 10/11/2022 JOB NO.: 22-09671 1901 CLIFF STREET, AUSTIN, TX 78705 0' 15' 30' 60' SCALE: 1"= 30' GF. NO. PL22-33413 BORROWER TITLE CO. TECH FIELD BENCHMARK TITLE MP MP 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City of AustinREVIEWED FOR CODE COMPLIANCEAVOID 1/2 CRZ FOR POST FOOTERS WHEN POSSIBLE. AIR SPADE ANY POST FOOTERS IN 1/2 CRZ. NEW WOOD DECK. NOT TO EXCEED 30". OUTDOOR FIREPLACE" 3 " 5 1 NORTH ELEVATION - (EXISTING) SCALE: 1/4" = 1'-0" GARAGE DOOR WOOD 2 WEST ELEVATION - (EXISTING) SCALE: 1/4" = 1'-0" " 5 " 1 1 3 SOUTH ELEVATION - (EXISTING) SCALE: 1/4" = 1'-0" " 1 1 " 3 " 1 1 " 3 4 EAST ELEVATION - (EXISTING) SCALE: 1/4" = 1'-0" e c n e d i s e R s l o h c E T E E R T S F F L C 1 0 9 1 I 5 0 7 8 7 X T , N I T S U A NOT PUBLISHED. ALL RIGHTS RESERVED BY MICHAEL T. LANDRUM, INC. DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF MIICHAEL T. LANDRUM, INC, ISSUED TO DESCRIBED DESIGN INTENT. THEY ARE NOT TO BE USED ON OTHER PROJECTS OR EXTENTIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO TO MICHAEL T. LANDRUM, INC. CONTRACTOR, SUB-CONTRACTORS & SUPPLIERS ARE RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AND CONDITIONS AT JOB SITE, AND SHALL BE RESPONSIBLE FOR ALL LABOR & MATERIALS REQUIRED IN ACCORDANCE WITH DESIGN INTENT. MICHAEL T. LANDRUM, INC. WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES. IN CONNECTION WITH THIS PROJECT. . C N I , M U R D N A L . T L E A H C I M T E E R T S S S O R L U S 2 0 5 1 6 0 0 7 7 S A X E T , N O T S U O H - 5 0 6 4 3 2 6 3 1 7 - i m o c . c n m u r d n a l t l e a h c m @ l e a h c m i i REVISIONS 11.29.22 12.12.22 12.18.22 12.21.22 01.02.23 01.07.23 01.09.23 01.11.23 01.13.23 01.16.23 01.19.23 01.26.23 01.30.23 02.06.23 02.08.23 02.19.23 03.20.23 03.30.23 04.18.23 05.18.23 05.31.23 06.05.23 06.07.23 ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW DATE: 06.07.23 SHEET DESCRIPTION: ARCHITECTURAL DRAWING EXISTING EXTERIOR ELEVATION SCALE: 1/4"=1'-0" SHEET NUMBER: A 2.01 Copyright Michael T. 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ER 02 " 1 31_0" " 1 ' 1 4'-0" ' 1 ' // - -- - ---- Q) u V) C: Q) f- -0 w ·- °' Lt) w 0f- " V) Q) >< LL I- _J z u I- V) � <( - 0 0 0-.. ...c u w � � I$51.EO !Y MICHAEL Al1-RGHT'S RESERVE□ ANO SPECIFICATIONS MO SHMJ. REMAIN T. U.hDRUM.INC, NOT PUBLIScEO. T. LAN�UM. INC. ORAWINCS ARE INSlRUMEN- S OF SEI/VICE ™E PROPEm'OFMIICHAEL TO DB<"'.�I8ED DESIGN lmB<JT. THE" AIIE hDT TO BE USED ON OTHER PRO.ECTS OR EXTENTIOHS TO I� WRmNG ™IS POOJECT EXCEPT BY AGREEMB-il ANJ WITH APPROPRL-.lECOMPEtllATION TO TO Mlal.',EL T. LANDRUM. INC. CONTIIACTOR, SUPP .JERS ARE RESPONSIBLE CORREU.miG DIMEN51CNi J08 SITE. & MATB AU REQUIRED DESIGN INTENT. MICHAEL NOT B[ •c:;POh�l!l[ ro• CON:;T...,\..'T McJHODS. lECHNIQJEi. PROCEDUR6. OR PROGRAM!� Al1-WORK WITH Ml APPLICABLE l. =□RUM. INC. 11'1.L SEQUENCES FOR5/\FEl'I P�ECAl/llOOS FOR ALL U.BOR WTIH IN ACCORDANCE CONNECTION S�ALL BE PERFORMED FOR CONFIRMING MD CO�DITIONS AhOSHAL1-BC RE.IPON.'il!L.E CODES AND ORDINANCES SUII--CONTRACTOl!S & ANJ AT WITH THIS P�OJ;CT. IN ACCORDANCE ON M[ ...... /Ito OR . • u z - ... 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SUII--CONTRACTOl!S SUPP .JERS ARE RESPONSIBLE CORREU.TING J08 SITE. & MATBIA!.S REQUIRED DESIGN INTENT. MICHAEL NOT B[ •c:;POhSl!l[ M:THO□s. lECHNIQJEi. PROCEDU'!Ei. OR FOR5/\FEl'I P�ECAUTIONS PROGRAM!N All WORK S�ALL Bf PERFORMED WITH All APPLICABLE FOR CONFIRMING DIMEN51Ct-1S MD CO�DITIONS FOR ALL U.BOR WTIH IN ACCORDANCE ro• CON"1RI.J\..'T ON M[l'.NS, SEQUENCES P�OJ;CT IN ACCORDANCE AhDSHALJ. BC RBPON.'il!l.E CODES AND ORDINANCES & ANJ AT l. L"'-DRUM, INC. 11'1.L CONNECTION WITH THIS /Ito OR . • u z - ... I :::J � C z I □ f- Ill u "' □ u z "'□ <( ll " I ,- Ill J f- In □• lO m Ill � .J m � 1 � □ Id l'J I- ttl-N .J .Ill e • .J z ' � :I l'l I I- m□�u f-,- - N In I □ :I @) IJl □ � .J � :c � I u I IJJ <( J: u - I �D A � "' l.i �,�tttt� O "' ..... REVISIONS 11.29.22 ISSUED FOR REVIEW 12.12.22 ISSUED FOR REVIEW l �-18.2:2 I5.IUED FOR REVIEW 72.27 ,2:2 ISSUED FOR REVIEW 01.02.23 ISSUED FOR REVIEW 01.07.23 ISSUED FOR REVIEW OUl�.Zl ISSUED FOR �EVIEW 01.11.23 ISSUED FOR REVIEW 01.13.23 ISSUED FOR REVIEW 01.16.23 ISSUED FOR REVIEW 01.19.23 01.26.23 ISSUED FOR REVIEW 01.;:Q,23 ISSUED FOR REVIEW 00.06.23 ISSUED FOR REVIEW O:l.08.23 ISSUED FOR REVIEW 00.19.23 ISSUED FOR REVIEW 00.20.23 ISSUED FOR �EVIEW IS.IUED FOR Re\1I.W �:ijJj iU�IB !§i ��i� 05.Jl .Zl ISSUED FOR �EVIEW 06.05.23 ISoUED FOR REVIEW 06.07.23 ISSUED FOR REVIEW DATE: 06.07.23 SHEET DESCRIPTION: ARCHITECTURAL EXISTING EXTERIOR SCALE: 1/4"=1'-fJ' ELEVATION DRAWING SHEET NUMBER: A2.0l CoP">!klht 2013 MlchclelT. l.(]ndrun. 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ORAWINCS ARE INSlRUMEN- S OF SEI/VICE ™E PROPEm'OFMIICHAEL TO DB<"'.�I8ED DESIGN lmB<JT. THE" AIIE hDT TO BE USED ON OTHER PRO.ECTS OR EXTENTIOHS TO I� WRmNG ™IS POOJECT EXCEPT BY AGREEMB-il ANJ WITH APPROPRL-.lECOMPEtllATION TO TO Mlal.',EL T. LANDRUM. INC. CONTIIACTOR, SUPP .JERS ARE RESPONSIBLE CORREU.miG DIMEN51CNi J08 SITE. & MATB AU REQUIRED DESIGN INTENT. MICHAEL NOT B[ •c:;POh�l!l[ ro• CON:;T...,\..'T McJHODS. lECHNIQJEi. PROCEDUR6. OR PROGRAM!� Al1-WORK WITH Ml APPLICABLE l. =□RUM. INC. 11'1.L SEQUENCES FOR5/\FEl'I P�ECAl/llOOS FOR ALL U.BOR WTIH IN ACCORDANCE CONNECTION S�ALL BE PERFORMED FOR CONFIRMING MD CO�DITIONS AhOSHAL1-BC RE.IPON.'il!L.E CODES AND ORDINANCES SUII--CONTRACTOl!S & ANJ AT WITH THIS P�OJ;CT. IN ACCORDANCE ON M[ ...... /Ito OR . • u z - ... I :::J � C z <( .J IJJ <( J: u - I I □ f- Ill u "' □ u z "' □ ll " I ,- Ill J f- In □• lO m 1.11 � m � 1 � □ Id Pl 1- ttl-N .J .Ill e -' z ' � :I l'I I f-,- - I N In □ :I @) IJl □ � � :c I u I • I- m □ �u .J �D A C, t.i �,�tttt� O "' -, "' REVISIONS 71.29.2:2 ISSUED FOR REVIEW 12.12.22 ISSUED FOR REVIEW 7 �. 18.2:2 IS.IUED FOR REVIEW 72,27 ,2:2 ISSUED FOR REVIEW FOR REVIEW 0Ul2.Zl ISSUED ISSUED FOR REVIEW 01.07.23 01.lll.Zl ISSUED FOR REVIEW 01.11.23 ISSUED FOR REVIEW ISSUED FOR REVIEW 01.13.23 01.16.23 ISSUED FOR REVIEW IS.IUED FOR REVIEW 01.19.23 ISSUED FOR REVIEW 01.26.23 ISSUED FOR REVIEW 01,;:Q,Zl ISSUED FOR REVIEW O:l.06.23 ISSUED FOR REVIEW 00.08.23 ISSUED FOR REVIEW 00.19.23 ISSUED FOR REVIEW 00.20.23 �:�I iU�IB !§i ��i� 05.Jl .Zl 06.05.Zl 06.07.23 ISSUED FOR REVIEW ISSUED FOR REVIEW ISSUED FOR REVIEW DATE: 06.07.23 SHEET DESCRIPTION: ARCHITECTURAL DRAWING PROPOSED EXTERIOR ELEVATION SCALE: 1/4"=1'-0' SHEET NUMBER: A2.03 CoP">!klht 2013 Mlchclel Inc. T. l,::mctrun.