C.2.1 - 1805 Waterston Ave - Plans — original pdf

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0" 3'-1 2 TAKEN FOR R.O.W. VOL. 6325, PG 1319 DRTC E E L R E VIC AS TREN C. S D E A E H R E V G 87 R5 '-0 " H LINE C PSTER M U D 24'-7" 3 3 5 2 3 5 W O E N 5'-4" FOUNDATION 1,037 SF/ 45.3% 12" FOUNDATION EXCAVATION 74 SF/ 3.2% TOTAL CRZ=2,290 SF 1,111 SF/ 2,290 SF=48.5% 27" OAK CRZ CALCULATIONS N 1 TIO R O E - P 4 0'-0" N A L K P C A B T E E S SID 533.0' - HIGHEST POINT OF SIDE SETBACK PORTION 1 Point Table Point # Description TRE 13 OAK TT7374 TRE 32 ELM TT7373 REMOVE TRE 12 PECAN TT7375 TRE 16.5 ELM TT7376 REMOVE TRE 12.5 PECAN TT7377 87 88 89 90 92 189 190 191 192 194 230 246 253 258 TRE 14 OAK TT7380 TRE 18 OAK TT7379 TRE 10 ELM TT7383 TRE 6 OAK TT7382 TRE 13 ELM TT7385 TRE 9 OAK TT7378 TRE 10 TWIN TREE TT7381 TRE 24 OAK TT253 TRE 27 OAK TT7384 N 2 TIO R O E - P 4 0'-0" N A L K P C A B T E E S SID D) R 5' BL (CITY O 194 RESID FIN. FLR. ELE E N C E V =532.0' 533.2' - HIGHEST POINT OF SIDE SETBACK PORTION 2 PROVIDE 8" LAYER OF MULCH WITHIN ENTIRE AVAILABLE RO N 3 OL EQUIP. TIO R O E - P OT ZONE PO 4 0'-0" N A L K P C A B T E E S SID 1/4 CRZ 253 3 3 5 2 3 5 8'-10" 1 3 5 0 3 5 531.0' HIG A TREE PR N DJA ATU R AL G OTECTIO C HEST NT E R A D E N OL O OSED P P O R P 1 2 CRZ 2" / 25'-2 1/2" 533.2' - HIGHEST POINT OF SIDE SETBACK PORTION 3 K C A N 4 E - 7'-9 1 B T N E TIO E S A L R SID P O P 533.2' - HIGHEST POINT OF SIDE SETBACK PORTION 4 10' BL (CITY O R D) 191 LIN E O F EXIST. C 1 2 CRZ 258 192 O N C RETE F O U N D ATIO N STRAP 2X4 PLANKING (MIN. 6' TALL) AROUND TREE TRUNK 529 1/4 CRZ 6'-4 1/2" N OTECTIO TREE PR D) R 5' BL (CITY O 8 2 5 70'-8" 189 190 230 246 WM R 5 ' - 0 " E H LIN C N E R R T E T A W 18'-0" CONCRETE WASHOUT H LINE C 1 3 5 CONC. DRIVE SEWER TREN MANSION BUILD LINE 25' BL (CITY ORD) M C 0 3 5 88 PORT- A-POT SPOILS PLACEMENT DRAINAGE AND PUBLIC UTILITY EASEMENT VOL. 6325, PG 1319 DRTC TBM BOX CUT IN DRAIN EL.=529.87' C ONC. DRAIN 41'-7" 8'-1" 89 90 DE A R WEST CENT 528.9' LO AL G DJA A ATU N R 92 PROVIDE 8" LAYER OF MULCH WITHIN ENTIRE AVAILABLE ROOT ZONE NOTE: CONSTRUCTION ACCESS PATH IS 3 4" PLYWOOD ON TOP OF 2x6 PLANKS ON TOP OF 8" LAYER OF HARDWOOD MULCH ON TOP OF EXIST. GRADE. NOTE: OWNER TO PAY FEE IN LIEU OF SIDEWALK Extend the tree protection fence to full CRZ where possible. Where construction is adjacent to protected root zone, move fence back 4' to allow work zone access. 10" layer of rough grind mulch to be applied in work zone to buffer foot traffic. Equipment may not access the work zone. PROVIDE A PRIVATE CERTIFIED ARBORIST ASSESSMENT OF THE PRUNING REQUIREMENTS NEEDED FOR THE PROJECT CITY OF AUSTIN - GROSS FLOOR AREA EXISTING/ REMODELED NEW/ ADDITION EXEMPTION TOTAL AREA 1ST FLOOR AREA (INCL. MASONRY) 2ND FLOOR AREA (INCL. MASONRY) 3RD FLOOR AREA BASEMENT ATTIC GARAGE (ATTACHED) GARAGE (DETACHED) CARPORT (ATTACHED) CARPORT (DETACHED) GROUND FLOOR PORCHES TOTAL GROSS FLOOR AREA TOTAL LOT AREA 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 2,475` 996` 0` 0` 732` 506` 0` 0` 0` 422` 5,131` 0` 0` 0` 0` -732` -200` 0` 0` 0` -422` -1,354` 2,475` 506` 0` 0` 422` 3,403` 3,403` 477` 144` 0` 0` 60` 105` 0` 4,189` 2,475` 996` 0` 0` 0` 306` 0` 0` 0` 0` 3,777` 9,444` TOTAL 2,475` 506` 0` 0` 422` 3,403` 9,444` TOTAL 3,403` 477` 144` 0` 0` 60` 105` 0` 4,189` 9,444` 3,777` / 9,444` x 100 = 40.0% FLOOR-TO-AREA RATIO (FAR) ALLOWABLE FAR: 9,444` x 40% = 3,777` CITY OF AUSTIN - BUILDING COVERAGE EXISTING/ REMODELED NEW/ ADDITION 3,403`/ 9,444` x 100 = 36.0% PERCENTAGE OF LOT ALLOWABLE BUILDING COVERAGE: 9,444` x 40% = 3,777` CITY OF AUSTIN - IMPERVIOUS COVERAGE EXISTING/ REMODELED NEW/ ADDITION AREA 1ST FLOOR AREA GARAGE/CARPORT ACCESSORY BUILDING (DETACHED) COVERED PATIOS COVERED PORCHES TOTAL BUILDING COVERAGE TOTAL LOT AREA AREA TOTAL BUILDING COVERAGE DRIVEWAY SIDEWALKS/WALKWAYS UNCOVERED PATIOS (REAR STEPS) UNCOVERED WOOD DECKS (0` @ 50%) AC/ POOL EQUIP PADS OTHER: POOL COPING RETAINING WALLS TOTAL IMPERVIOUS COVER TOTAL LOT AREA 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 4,189`/ 9,444` x 100 = 44.3% PERCENTAGE OF LOT ALLOWABLE IMPERVIOUS COVERAGE: 9,444` x 45% = 4,249` PROVIDE TREE PROTECTION AS REQUIRED PER ENVIRONMENTAL CRITERIA MANUAL SECT. 3.5.2 IN ORDER TO ASSURE THAT THE REMAINING ROOT ZONES ARE ADEQUATELY PRESERVED, TREE PROTECTION FENCING IS REQUIRED FOR ALL TREES WITHIN THE LIMITS OF CONSTRUCTION. FENCING SHOULD BE INDICATED TO PROTECT THE ENTIRE CRZ AREA OR AS MUCH OF THE CRZ AS PRACTICAL. FENCING IS REQUIRED TO BE CHAIN LINK MESH AT A MINIMUM HEIGHT OF 5 FEET. WHEN THE TREE PROTECTION FENCING CANNOT INCORPORATE THE ENTIRE 1 2 CRZ, AN 8" LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR ALL TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION IF THE CRZ. 2X4 OR GREATER SIZE PLANKS (6' TALL MIN.) TO BE STRAPPED SECURELY AROUND PROTECTED TREE TRUNKS AND ROOT FLARES WHEN PROTECTIVE FENCING DOES NOT INCORPORATE THE ENTIRE 1 2 CRZ FOR ANY REASON AT ANY TIME ON THE PROJECT. N G I S E D + E R U T C E T I H C R A ] y e r g [ 7 9 2 2 . 4 8 4 . 2 1 5 4 0 7 8 7 S A X E T , N I T S U A I E V R D Y A W E G D R B A - 2 0 4 1 I T C E T I H C R A - R E N I E T S J M A D A S E M O H M O T S U C E L L A N 3 0 7 8 7 s a x e T , n i t s u A , e u n e v A n o t s r e t a W 5 0 8 1 GIST E R E D AR M J . ST E I C E R A D A H I T E C T N E R S T 232 0 8 A T E FO X E T SA 04.25.21 SHEET NO. A-1 1 OF 12 PROJECT NO. DRAWN BY: DATE: CHECKED BY: REVISION: 21004 AS 04.25.21 AS Copyright C 2012 All Rights Reserved. These designs/drawings are the sole property of Adam Steiner and may not be reproduced in any form, by any method, for any purpose without previous written permission. GENERAL SITE NOTES: 1. 2. 3. 4. 7. 8. BUILDER TO RESCULPTURE TOPO/FINISH GRADE TO PROVIDE PROPER DRAINAGE OF SURFACE WATER AWAY FROM BUILDING AS REQ'D. FINAL LOCATION OF PROPOSED RESIDENCE TO BE DETERMINED BY BUILDER. 10. PROVIDE CONTROL AND EXPANSION JOINTS AS REQUIRED ON CONCRETE DRIVES, WALKS AND PATIOS. 11. ALL EXTERIOR HVAC EQUIPMENT TO BE SCREENED PER CITY REQUIREMENTS, DEED RESTRICTIONS OF SUBDIVISION OR NEIGHBORHOOD ASSOCIATION. EXPOSED FOUNDATION TO BE MINIMUM OF 8" AND A MAXIMUM OF 24" ABOVE FINISHED GRADE OR PER SUBDIVISION REQUIREMENTS. UNDERPIN ALL EXPOSED FOUNDATIONS. 12. GARBAGE RECEPTACLES TO BE STORED IN GARAGE OR SCREENED FROM VIEW AND ANIMAL ACCESS. THERE ARE NO STORM SEWER INLETS WITHIN THE LOT FRONTAGE OR 10'-0" BEYOND THE SIDE PROPERTY LINES. 5. UTILITY LINE LOCATIONS ARE APPROXIMATES- GENERAL CONTRACTOR TO FIELD VERIFY FOR EXACT LOCATIONS. 6. VERIFY METER AND UTILITY SERVICE LOCATIONS PRIOR TO INSTALLATION. EROSION CONTROL BARRIERS TO BE INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION. STABILIZED TEMPORARY CONSTRUCTION DRIVEWAY TO BE IN PLACE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 9. CONFIRM ALL DRIVEWAY, WALKWAY AND PVC LAYOUTS/LOCATIONS PRIOR TO COMMENCING WORK. 13. LOCATION OF MAILBOX AND EXTERIOR DRIVEWAY LIGHT(S) TO BE VERIFIED PRIOR TO INSTALLATION. 14. ALL CONSTRUCTION MATERIALS AND WASTE TO BE STORED ON SITE DURING CONSTRUCTION. 15. LANDSCAPE PLANS TO BE PROVIDED BY OTHERS AND PERMIT FOR SAME TO BE OBTAINED SEPARATELY FROM THESE PLANS. 16. NO EXISTING TREES TO BE REMOVED OR DISTURBED WITHOUT OWNER APPROVAL. 17. ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF 12" BELOW THE SURFACE OF THE GROUND IN THE AREA OF THE BUILDING. 18. CONTRACTOR SHALL CLEAN UP AREAS AFFECTED BY DAILY WORK AND REMOVE DEBRIS AND MATERIALS FROM THE SITE UPON COMPLETION OF THE WORK. LEGAL DESCRIPTION: 1805 WATERSTON AVENUE W 62.1FT OF N160FT OF ORIG LOT 7 BLK 13 MAAS ADDN AUSTIN, TEXAS 78703 TRAVIS COUNTY N S W E SITE PLAN SCALE 1:10 1'-0" 2" 2" 2" 13'-0" PL A.F.F. @ 1ST FLR 6'-0" PL A.F.F. @ 2ND FLR 13'-0" PL A.F.F. @ 1ST FLR 5'-6" PL A.F.F. @ 2ND FLR 2" 1'-0" 13'-0" PL A.F.F. @ 1ST FLR " 0 - ' 2 13'-0" PL A.F.F. @ 1ST FLR H C T I P 2 1 6 1 : H C T I P 2 1 6 1 : H C T I P 2 1 6 1 : " 0 - ' 2 1'-0" 13'-0" PL A.F.F. @ 1ST FLR 6'-0" PL A.F.F. @ 2ND FLR 2'-0" " 0 - ' 1 H C T I P 2 1 6 1 : H C T I P 2 1 6 1 : R L F D N 2 @ . F . F . A L P " 1 - ' 9 W N S E L A T O T . T F . Q S 0 4 2 - E N O Z Y D A E R R A L O S R O , S T E P A R A P , S Y E N M H C I , S T N E V O N Y F R E V I S T C U R T S B O I T N E M P U Q E D E T N U O M F O O R A E R A S H T I H C T I P 2 1 3 : H C T I P 2 1 3 : PITCH BREAK PITCH BREAK R L F T S 1 @ . F . F . A L P " 9 - ' 0 1 ) I A C S A F N G L A O I T . T L P . J D A ( " 5 2'-0" NOTE: PROVIDE ICE & WATER SHIELD AT ALL PITCHES 3:12 AND LOWER 2'-0" 2" " 0 - ' 2 5'-6" PL A.F.F. @ 2ND FLR 13'-0" PL A.F.F. @ 1ST FLR 2" 8:12 PITCH 8:12 PITCH R L F D N 2 @ . F . F . A L P " 1 - ' 9 2:12 PITCH " 0 - ' 1 R L F T S 1 @ . F . F . A L P " 6 - ' 1 1 " 0 - ' 1 2'-0" R L F T S 1 @ . F . F . A L P " 6 - ' 2 1 " 6 2'-0" 23'-1" PARAPET H C T I P 2 1 : 1 T E P A R A P " 1 - ' 3 2 CRICKET 3'-8" 2'-0" " 6 . F . F . A L P " 0 - ' 3 1 R L F T S 1 @ 2'-0" " 0 - ' 1 BLOCK OUT FOR CHIMNEY " 6 2:12 PITCH . F . F . A L P " 0 - ' 3 1 R L F T S 1 @ 2'-0" " 0 - ' 1 PITCH BREAK PITCH BREAK H C T I P 2 1 6 1 : H C T I P 2 1 6 1 : H C T I P 2 1 3 : H C T I P 2 1 3 : 2:12 PITCH GENERAL ROOF NOTES: 1. PITCHES TO BE AS NOTED ON PLANS. 2. HIPS, VALLEYS & RIDGES TO BE FRAMED ONE SIZE LARGER THAN RAFTERS. 3. ALL PLUMBING, APPLIANCE AND GAS VENTS TO VENT TO REAR OF ROOF RIDGE WHEREVER POSSIBLE. 4. ALL VENTS TO BE GANGED TO THE FEWEST NUMBER POSSIBLE PENETRATING THE ROOF. ALL OVERHANGS TO BE 24" FROM THE FRAMEWALL UNLESS NOTED OTHERWISE. 5. U.N.O. ALL INTERIOR WALLS OF ONE STORY PLANS TO BE LOAD BEARING. 6. ALL EXTERIOR OPENINGS TO BE LOAD BEARING. 7. WHEN ENGINEERED TRUSSES TO BE USED TRUSS DESIGN & SPACING TO BE PER ENGINEER'S SPECIFICATIONS. 8. 9. BUILDER ACCEPTS FULL RESPONSIBILITY FOR CHECKING PLANS TO ASSURE CONFORMITY TO CURRENT LOCAL BUILDING CODES. SHOULD ANY CHANGES BE MADE TO THESE PLANS BY BUILDER OR HIS REPRESENTATIVES WITHOUT CONTACTING THE ARCHITECT, THE BUILDER WILL ACCEPT FULL LIABILITY FOR AMENDED PLANS. THE DESIGN & SIZING OF ALL LOAD BEARING HEADERS, STRUCTURAL BEAMS AND TRUSSES IS THE RESPONSIBILITY OF THE AGENT (ENGINEER/TRUSS MANUFACTURER, ETC.) CHOSEN BY THE BUILDER/OWNER TO DO SAID DESIGN. ROOF PLAN SCALE 1/4" = 1'-0" GIST E R E D AR M J . ST E I C E R A D A H I T E C T N E R S T 232 0 8 A T E FO X E T SA 04.25.21 21004 AS 04.25.21 AS N G I S E D + E R U T C E T I H C R A ] y e r g [ GIST E R E D AR A M J . ST E I C E R D A H I T E C T N E R S T 232 0 8 A T E FO X E T SA 04.25.21 N G I S E D + E R U T C E T I H C R A ] y e r g [ GIST E R E D AR A M J . ST E I C E R D A H I T E C T N E R S T 232 0 8 A T E FO X E T SA 04.25.21 N G I S E D + E R U T C E T I H C R A ] y e r g [