C.7.1 - 1710 Mohle Dr - plans — original pdf

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5'-4 1/2" NE W O ELEC. SER VERHEA VICE D 0'-6" 1 A 588.8' HIG DJA ATUR CENT AL G HEST N 10' BL (CITY O R A DE R D) G A FIN. FLR. ELEV R A G E =590.0' 501 3' PUE (PLAT) TREE PR OTE CTIO N N A 590.0' HIG DJA ATUR CENT AL G HEST R A DE 5 9 1 494 4'-2 1/2" 2 495 5'-4 1/2" 1/4 CRZ SETBA P 591.0' - HIG OINT OF SIDE K P C O HEST RTIO N 3 1 2 CRZ 502 N 3 RTIO O E - P N 2 5'-7" K PLA C A 5 8 9 5 9 0 SETBA P 590.8' - HIG OINT OF SIDE K P C O HEST RTIO N 2 E SETB SID UE (PLAT) 5' BL (PLAT) 3' P N A 588.4' LO ATUR CENT DJA AL G W EST R A DE TREE PR OTE CTIO N 5' BL (PLAT) UE (PLAT) 3' P N 2 RTIO O E - P N 0'-0" K PLA 4 C A E SETB SID 1/4 CRZ 1 2 CRZ 503 PR O M A V ULC VIDE 8" LAYER OF H WITHIN ENTIRE AILABLE R O OT ZO NE RESIDEN FIN. FLR. ELEV CE =591.0' 246 SETBA P 589.5' - HIG OINT OF SIDE K P C O HEST RTIO N 1 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. AREA DRIVEWAY AREA SIDEWALKS/WALKWAYS TOTAL IMPERVIOUS COVER TOTAL FRONT YARD AREA 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 12'-10" 3'-0" 2'-0"3'-0" E RIV ETE STRIP D SEWER TREN C H LINE AS TREN G R C N O C PLA SP CE OILS ENT M A 587.5' LO CENT DJA AL G W N ATUR EST H LINE C C R H LINE PSTE ATER TREN M U D W R A DE M C M A NSIO M A V O PR 25' BL (PLAT) VIDE 8" LAYER OF H WITHIN ENTIRE AILABLE R ULC O OT ZO NE N BUILD LINE C W O N ASH CRETE UT O 5 8 7 4'-3 1/2" 3 PORT- A-POT 504 5 8 6 10'-2 1/2" EXIST. A TO RE M PR AIN O N A C CESS R O UTE WM 505 5 8 8 TB M: B TREE PR OTE CTIO N O X C UT TO EL=586.18' P C URB 1" 6'-1 4 5 8 9 1/4 CRZ 9'-6" 2 1 2 CRZ 5'-5" N 1 RTIO O E - P N 0'-0" K PLA 4 C A E SETB SID TRE 11.25 TRIPLE MAGNOLIA TT1640 6.5 6.5 3 GENERAL SITE NOTES: Point Table Point # Description 246 494 495 501 502 503 504 505 TRE 10.5 OAK TT1636 TRE 9.5 OAK TT1637 TRE 18.5 ELM TT1638 TRE 29 PECAN TT1641 TRE 24.5 ELM TT1639 TRE 14.5 MAGNOLIA TT1635 TRE 31.75 SPANISH OAK TT1634 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: 1710 MOHLE DRIVE LOT 21 BLK 2 BRYKERWOODS C AUSTIN, TEXAS 78703 TRAVIS COUNTY W E N S SITE PLAN SCALE 1:10 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` 2,064` 1,143` 0` 0` 0` 0` 495` 0` 0` 328` 4,030` 3,252` / 8,132` x 100 = 40.0% FLOOR-TO-AREA RATIO (FAR) ALLOWABLE FAR: 8,132` x 40% = 3,252` CITY OF AUSTIN - BUILDING COVERAGE EXISTING/ REMODELED NEW/ ADDITION 0` 0` 0` 0` 0` 0` -450` 0` 0` -328` -778` 2,064` 495` 0` 0` 328` 2,887` 2,887` 756` 0` 0` 0` 16` 0` 0` 3,659` 150` 0` 0` 2,064` 1,143` 0` 0` 0` 0` 45` 0` 0` 0` 3,252` 8,132` TOTAL 2,064` 495` 0` 0` 328` 2,887` 8,132` TOTAL 2,887` 756` 0` 0` 0` 16` 0` 0` 3,659` 8,132` TOTAL 150` 0` 150` 1,500` 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 0` 2,887`/ 8,132` x 100 = 35.5% PERCENTAGE OF LOT ALLOWABLE BUILDING COVERAGE: 8,132` x 40% = 3,252` 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 3,659`/ 8,132` x 100 = 45.0% PERCENTAGE OF LOT ALLOWABLE IMPERVIOUS COVERAGE: 8,132` x 45% = 3,659` FRONT YARD IMPERVIOUS COVERAGE EXISTING/ REMODELED NEW/ ADDITION (150`/1,500`) x 100 = 10.0% PERCENTAGE OF FRONT YARD ALLOWABLE FRONT YARD IMP. COVERAGE: 1,500` x 40% = 600` 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 v i r D e l h o M 0 1 7 1 NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF ARCHITECT: P-A SHEET NO. A-1 1 OF 13 PROJECT NO. DRAWN BY: DATE: CHECKED BY: REVISION: 21009 AS 07.04.21 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. METAL CHIMNEY CAP PER CODE STUCCO " 6 - ' 2 BRICK SLP. BRICK SILL (TYP.) MAX. BLDG. HT. PER CODE CENTERLINE OF HIGHEST ROOF PLT. HT. N 3 N 2 TE N T P O RTIO TE N T P O RTIO TE N T P O RTIO N 1 " 0 - ' 2 3 " 0 1 - ' 9 2 FIN. FLR. PLT. HT. " 6 - ' 1 " 7 - ' 9 " 1 - ' 2 1 PLT. HT. " 1 - ' 1 1 " 0 1 - ' 0 2 STUCCO 2" SLP. STUCC0 SILL (TYP.) FIN. FLR.=591.0' HIGHEST POINT @ PORTION 3 - 591.0' HIGHEST POINT @ PORTION 2 - 590.8' HIGHEST POINT @ PORTION 1 - 589.5' 590.0' HIGHEST ADJACENT NATURAL GRADE 587.5' LOWEST ADJACENT NATURAL GRADE 12 6 6:12 PITCH ROOF OVERHANG & SOFFIT PER DTL. A, A-7 (TYP.) PLT. HT. BRICK " 0 - ' 8 OPEN TO COV'D ENTRY " 0 - ' 0 1 STUCCO T E N T E N T P O T E N T P O T P O R TI O R TI O N 3 R TI O N 2 N 1 12 6 FIN. FLR. " 6 - ' PLT. HT. 1 " 1 - ' 0 1 " 1 - ' 2 1 FIN. FLR.=591.0' FRONT ELEVATION SCALE 1/4" = 1'-0" METAL CHIMNEY CAP PER CODE " 6 - ' 2 STUCCO 6:12 PITCH ROOF OVERHANG & SOFFIT PER DTL. A, A-7 (TYP.) PLT. HT. N 3 N 2 TE N T P O RTIO TE N T P O RTIO TE N T P O RTIO N 1 12 6 STUCCO STUCCO " 0 - ' 8 " 1 - ' 0 1 STUCCO 2" SLP. STUCCO SILL (TYP.) 2:12 PITCH ROOF " 0 - ' 0 1 STUCCO OPEN TO OUTDOOR LIVING BRICK STUCCO " 5 - ' 1 1 PLT. HT. T E N T E N T P O T E N T P O T P O R TI O R TI O N 3 R TI O N 2 N 1 FIN. FLR. " 6 - ' 1 PLT. HT. PLT. HT. " 7 - ' 9 " 1 - ' 2 1 HIGHEST POINT @ PORTION 3 - 591.0' FIN. FLR.=591.0' HIGHEST POINT @ PORTION 2 - 590.8' HIGHEST POINT @ PORTION 1 - 589.5' REAR ELEVATION SCALE 1/4" = 1'-0" GENERAL ELEVATION NOTES 2. 3. 1. ALL WINDOW HDR. HTS. TO BE 8'-0" A.F.F. UNLESS NOTED OTHERWISE ON FLOOR PLANS. PROVIDE STUCCO TRIM AT STUCCO WALL VENEER. EXPOSED FOUNDATION TO BE MINIMUM OF 8" AND A MAXIMUM OF 24" ABOVE FINISHED GRADE OR PER SUBDIVISION REQUIREMENTS. UNDERPIN ALL EXPOSED FOUNDATIONS. 4. GRADE LINES SHOWN ON ELEVATION DRAWINGS SHALL NOT BE CONSTRUED TO REPRESENT ACTUAL FINISH GRADES. VERIFY FINISH GRADE ON JOB SITE. 5. ACTUAL ELEVATIONS TO VARY PER GRADE OF EXISTING LOT. 6. ALL PLUMBING, APPLIANCE AND GAS VENTS TO BE GANGED TO THE FEWEST NUMBER POSSIBLE PENETRATING THE ROOF AND KEPT TO REAR OF ROOF WHEREVER POSSIBLE. 7. CHIMNEY/FLUE SHOWN AT MINIMUM DIMENSIONAL HEIGHT REQUIREMENTS PER CODE. BUILDER RESPONSIBLE FOR CONSTRUCTING CHIMNEY/FLUE TO ENSURE PROPER DRAW FOR FIREPLACE BASED ON HOUSE & SITE ORIENTATION VERSUS PREVAILING WINDS. 8. CONTRACTOR TO PROVIDE RAINSCREEN AND FLASHING BEHIND ALL STUCCO / SIDING VENEERS TO ASSURE ADEQUATE DRAINAGE. STANDING SEAM METAL ROOF T&G WD SOFFIT TYP. O.H. DTL. A SCALE 3/4" = 1'-0" N G, OR OT FOR REGULATORY APPROVAL, PERMITTIN NSTRUCTIO C O N 21009 AS 07.04.21 AS N G I S E D + E R U T C E T I H C R A ] y e r g [ METAL CHIMNEY CAP PER CODE " 6 - ' 2 STUCCO 12 6 BRICK STUCCO " 0 - ' 8 PLT. HT. " 1 - ' 0 1 FIN. FLR. 6:12 PITCH ROOF OVERHANG & SOFFIT PER DTL. A, A-7 (TYP.) PLT. HT. FIN. FLR. PLT. HT. " 6 - ' 1 " 1 - ' 1 1 " 1 - ' 2 1 BRICK OPEN TO COV'D ENTRY STUCCO " 0 - ' 0 1 " 0 - ' 0 1 FIN. FLR.=591.0' FIN. FLR.=591.0' HIGHEST POINT @ PORTION 3 - 591.0' HIGHEST POINT @ PORTION 1 - 589.5' STUCCO 2" SLP. STUCCO SILL (TYP.) HIGHEST POINT @ PORTION 2 - 590.8' PLT. HT. " 1 - ' 2 1 METAL CHIMNEY CAP PER CODE " 6 - ' 2 STUCCO 12 6 " 0 1 - ' 0 2 " 0 - ' 0 1 HIGHEST POINT @ PORTION 1 - 589.5' RIGHT ELEVATION SCALE 1/4" = 1'-0" PLT. HT. PLT. HT. FIN. FLR. " 6 - ' 1 PLT. HT. " 1 - ' 1 1 " 1 - ' 2 1 LEFT ELEVATION SCALE 1/4" = 1'-0" N G, OR OT FOR REGULATORY APPROVAL, PERMITTIN NSTRUCTIO C O N N G I S E D + E R U T C E T I H C R A ] y e r g [ PLT. HT. " 1 - ' 0 1 STUCCO STUCCO " 0 - ' 8 " 7 - ' 9 BRICK PLT. HT. " 1 - ' 2 1 STUCCO 6:12 PITCH ROOF OVERHANG & SOFFIT PER DTL. A, A-7 (TYP.) FIN. FLR. 2:12 PITCH ROOF PLT. HT. " 5 - ' 1 1 OPEN TO OUTDOOR LIVING HIGHEST POINT @ PORTION 3 - 591.0' FIN. FLR.=591.0' HIGHEST POINT @ PORTION 2 - 590.8' 2" SLP. STUCCO SILL (TYP.) BRICK FIN. FLR.=591.0' 21009 AS 07.04.21 AS N 3 N 2 TE N T P O RTIO TE N T P O RTIO PLT. HT. PLT. HT. PLT. HT. OVERHANG & SOFFIT PER DTL. A, A-7 (TYP.) 6:12 PITCH ROOF O C C U T S STUCCO " 1 - ' 4 1 " 7 - ' 3 1 " 1 - ' 0 1 MAX. BLDG. HT. PER CODE 12 6 STUCCO STUCCO CENTERLINE OF HIGHEST ROOF " 0 - ' 2 3 PLT. HT. PLT. HT. " 1 - ' 4 1 " 1 - ' 0 1 " 2 / 1 3 - ' 6 1 FIN. FLR.=590.0' 588.8' HIGHEST ADJACENT NATURAL GRADE 588.4' LOWEST ADJACENT NATURAL GRADE GARAGE LEFT SCALE 1/4" = 1'-0" FIN. FLR.=590.0' HIGHEST POINT @ PORTION 3 - 591.0' HIGHEST POINT @ PORTION 2 - 590.8' HIGHEST POINT @ PORTION 3 - 591.0' HIGHEST POINT @ PORTION 2 - 590.8' GARAGE FRONT SCALE 1/4" = 1'-0" T E N T E N T P O T P O R TI O R TI O N 3 N 2 MAX. BLDG. HT. PER CODE PLT. HT. PLT. HT. " 1 - ' 4 1 " 1 - ' 0 1 6:12 PITCH ROOF OVERHANG & SOFFIT PER DTL. A, A-7 (TYP.) PLT. HT. STUCCO 12 6 STUCCO 2" SLP. STUCCO SILL (TYP.) " 0 - ' 7 " 1 - ' 0 1 STUCCO HIGHEST POINT @ PORTION 3 - 591.0' HIGHEST POINT @ PORTION 2 - 590.8' FIN. FLR.=590.0' FIN. FLR.=590.0' HIGHEST POINT @ PORTION 2 - 590.8' HIGHEST POINT @ PORTION 3 - 591.0' GARAGE REAR SCALE 1/4" = 1'-0" GARAGE RIGHT SCALE 1/4" = 1'-0" N G, OR OT FOR REGULATORY APPROVAL, PERMITTIN NSTRUCTIO C O N 21009 AS 07.04.21 AS N G I S E D + E R U T C E T I H C R A ] y e r g [