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Kohn House 5312 Shoal Creek Blvd. Austin, Texas Cover Page Austin, Texas12 July 20215312 Shoal Creek Blvd.ImageDateLocationProject AddressContact4910 Burnet RoadAustin, Texas 78756(512) 706.4303Franklin ResidenceMarch 4, 20211940 1958 1965 1977 Existing Conditions Austin, Texas12 July 20215312 Shoal Creek Blvd.ImageDateLocationProject AddressContact4910 Burnet RoadAustin, Texas 78756(512) 706.4303Franklin ResidenceMarch 4, 20212007 2011 2013 2014 Existing Conditions Austin, Texas12 July 20215312 Shoal Creek Blvd.ImageDateLocationProject AddressContact4910 Burnet RoadAustin, Texas 78756(512) 706.4303Franklin ResidenceMarch 4, 20212016 2018- trees removed 2019 BEFORE Present Day AFTER Franklin Residence Austin, TX Existing Conditions Austin, Texas12 July 20215312 Shoal Creek Blvd.ImageDateLocationProject AddressContact4910 Burnet RoadAustin, Texas 78756(512) 706.4303Franklin ResidenceMarch 4, 2021March 4, 202178.62' E " 5 4 1' ° 0 N 7' 0 . 9 3 ' 3 1 6 682 681 ' 6 1 6 5' 1 6 4' 1 6 ' 2 1 6 7' 2 6 x x ' 8 2 6 636 (H) Existing Gate LOT 24 SHOALMONT ADDITION SECTION 4, VOL. 3, PG. 400 P.R.T.C.T. Zoned SF-2 5' P.U.E. BK. 4, PG.300 P.R.T.C.T. 10' SANITARY EASEMENT VOL. 1291, PG. 272 D.R.T.C.T APPROXIMATE LOCATION OF 100 YEAR FLOODPLAIN PER FEMA MAP PANEL #48453C0455J 617 (H) 6 3 1 ' 636 (H) 1/2 CRZ Existing Gate 5' P.U.E. BK. 4, PG.300 P.R.T.C.T. 422.97' N76° 47' 45"E (422.97' N79° 16"E) LOT 24 10' SANITARY APPROXIMATE LOCATION EASEMENT OF 100 YEAR FLOODPLAIN SHOALMONT ADDITION 802 VOL. 1291, PG. PER FEMA MAP PANEL 272 D.R.T.C.T #48453C0455J SECTION 4, VOL. 3, PG. 400 P.R.T.C.T. Zoned SF-2 78.62' x 603 APPROXIMATE LOCATION OF 100 YEAR FLOODPLAIN PER FEMA MAP PANEL #48453C0455J 681 682 ' 3 1 6 602 10' PUE, Undergroud Utilty Line Remove Tree #577 LOT 24 SHOALMONT ADDITION SECTION 4, VOL. 3, PG. 400 P.R.T.C.T. Zoned SF-2 New 6' Tall Steel/ Alum Fence 801 617 (H) PROPERTY LINE 5' PUE 7.5' BUILDING LINE ' 8 3 6 ' 7 3 6 422.97' N76° 47' 45"E 1/2 CRZ (422.97' N79° 16"E) ' 9 3 6 603 802 PROPERTY LINE 5' PUE 5' P.U.E. BK. 4, PG.300 7.5' BUILDING LINE P.R.T.C.T. E 10' SANITARY " EASEMENT 5 4 VOL. 1291, PG. 1' 272 D.R.T.C.T ° 0 N 7' 0 . 9 3 4 3 6 ' ' 78.62' ' 6 1 6 5' 1 6 4' 1 6 7' 2 6 6 3 5 ' 2 1 6 New Lawn, Ref Landscape ' 9 2 6 New Gravel Walkway ' 0 3 6 1/2 CRZ ' 3 3 6 6 3 2 ' ' 3 1 6 682 681 ' 6 1 6 5' 1 6 4' 1 6 ' 2 1 6 604 Creek CL x ' 8 Top of Bank 2 6 7' 2 6 New Stone Paver Surround ) New Stone Paver Pool Surround, 932 sf JOSEPH P.,JAMES S., THOMAS AND PATRICIA WITHERSPOON DOC # 2013102828 O.P.R.T.C.T. 636 (H) 607 677 K E E R C L O A H S 612 LOW POINT ADJ. GRADE 624'-0" 6 2 7 ' ' 6 2 6 711 648 6' 2 6 712 (P) SITE LOW POINT 610'-0" x x x x x x E " 4 ' 7 5 ° 6 S W Existing Gate ' 0 3 ° 4 N ' 4 3 . 2 6 ( 1/2 CRZ 1/4 CRZ ' 9 6 . 2 6 606 ' 12" Pipe w/ Lid T= 629.32' B= 616.32' 3 1 6 610 4 1 6 7.5' BUILDING LINE 7' 7' 1 1 6 6 2 1 5' PUE 6 6' 1 6 5' 1 6 ' ' ' 1 1 6 PROPERTY LINE 5' PUE 7.5' BUILDING LINE 6 2 8 ' 608 677 41.90' 609 676 ' 611 6 2 6 ' 5 2 6 6 2 7 ' 438.71' S76° 46' 00"W (438.66' N79° 16'E) ) E " 9 4 ' 7 5 ° 6 S W x ' 0 3 ° 4 N ' 5 5 x . 6 7 ( ' 0 4 . 6 7 New Pool w/ Stone Coping, 196sf, Ref Landscape 711 New Stone Bench 70 sf 6' 2 6 712 (P) POOL 634'-6" 613 730 614 ' 6 1 6 ' 5 1 6 616 (P) 1/4 CRZ x 1/2 CRZ x x x x ' 2 1 6 ' 4 1 6 ' 1 1 6 ' 3 1 6 615 6 1 9 ' 6 2 0 ' 6 2 1 ' 623' 6 2 5 ' ' 4 2 6 ' 7 1 6 ' 8 1 6 6 2 8 ' 6 2 2 ' 6 2 9 ' E ) " 8 W 3 ' ' 0 1 6 x 5 ' 5 6 1 2 4 ° 5 ' ° 9 ' 4 2 6 1 2 3 N N ' 4 x 6 2 6 ' 6 2 7 ' 647 6 3 2 ' 623' 6 2 2 ' 1 2 . 2 5 . 5 2 ( 2 x HIGH POINT TENT 12 610'-0" HIGH POINT TENT 11 611'-0" 1/2 CRZ 6 3 3 ' 731 (P) JOSEPH P.,JAMES S., THOMAS AND PATRICIA WITHERSPOON DOC # 2013102828 O.P.R.T.C.T. 60.59' 654 (P) HIGH POINT TENT 10 627'-0" 40' - 0" 655 (P) HIGH POINT TENT 9 629'-0" 7.5' BUILDING LINE 5' PUE 40' - 0" x x ' 8 2 6 6 3 x 2 ' x x x x x x ' 617 (H) 9 2 6 PROPERTY LINE 6 3 1 ' ' 1/2 CRZ 6 3 5' PUE 6 ' 0 3 6 7.5' BUILDING LINE 6 3 2 ' Existing Utility Pole ' 3 3 6 x 25' - 0" 603 JOSEPH P.,JAMES S., THOMAS AND PATRICIA WITHERSPOON DOC # 2013102828 O.P.R.T.C.T. 601 ' 3 3 6 1/2 CRZ 6 3 4 ' " 0 - ' 5 2 604 New Lawn, Ref 608 Landscape ' 6 3 5 FUTURE 2- CAR GARAGE 625 SF New Gravel Walkway New Stone Paver Surround New Stone Paver Pool x Surround, 932 sf 609 1/2 CRZ 1/4 CRZ 611 Existing Conc Step, 16 sf 607 1/2 CRZ 605 606 438.71' S76° 46' 00"W EXISTING (438.66' N79° 16'E) STORAGE 623 GSF New Stone Bench 70 sf d e r e v o C g n i t s x E i f s 1 3 2 , h c r o P r a e R 612 d e r e v o C g n i t s x E i f s 0 0 1 , h c r o P d e r e v o C g n i t s x E i ' f s 0 8 9 4 3 , h 6 c r o P l e v a r G 648 613 614 x New Pool w/ Stone Coping, 196sf, Ref Landscape POOL 634'-6" x 1/2 CRZ 1/4 CRZ 604 1/2 CRZ 12" Pipe w/ Lid T= 629.32' B= 616.32' 605 610 7.5' BUILDING LINE 5' PUE PROPERTY LINE 607 7.5' BUILDING LINE 5' PUE 6 2 8 d e r e ' v o C g n 612 i t s x E i f s 0 8 4 , h c r o P l e v a r G 648 615 6 3 4 ' 602 New Lawn, Ref Landscape 1/4 CRZ 6 3 5 580 (P) ' ' 7 3 6 ' 1/2 CRZ New Gravel Walkway 6 3 6 New Stone Paver Surround 1/2 CRZ New Stone Paver Pool Surround, 932 sf 25' - 0" 601 Existing Utility Pole x x 1/2 CRZ 1/2 CRZ 1/4 CRZ " 0 - ' 5 2 606 Dumpster Location FUTURE 2- CAR GARAGE 625 SF x Existing Conc Step, 16 sf 640' d e r e v o C g n i t s x E i f s 1 3 2 , h c r o P r a e R EXISTING STORAGE 565 (H) New Pool w/ Stone 623 GSF Coping, 196sf, Ref Landscape 566 (H) 1/4 CRZ d e r e v o C g n i t s x E i f s 0 0 1 , h c r o P 1/4 CRZ POOL 634'-6" x 1/2 CRZ 616 (P) 1/4 CRZ Existing Conc 1/2 CRZ x Step, 16 sf 647 x 1/2 CRZ 1/2 CRZ 1/4 CRZ 6 3 1 ' 3 New Stone Patio 2 ' 6 x New Stone Paver Surround, 333 sf 574 (H) x 1/4 CRZ 573 (H) EM 654 (P) 6 3 1/2 CRZ 3 ' 1/2 CRZ New Stone Paver Walkway, 341 sf ' 4 3 6 6 3 6 ' ' 7 3 6 6 3 0 ' ' 7 3 6 656 x 6" RCP FL=634.10' New Lawn, Ref Landscape 655 (P) ' 5 3 6 483 7.5' BUILDING LINE 0' 4 6 5' PUE ' 9 3 6 1/2 CRZ PROPERTY LINE 6 2 8 ' 6 2 9 ' 573 (H) 6 2 7 ' 647 6 3 2 ' x 6 2 6 ' 6 3 1 ' x 574 (H) 1/4 CRZ JOSEPH P.,JAMES S., THOMAS AND PATRICIA WITHERSPOON DOC # 2013102828 O.P.R.T.C.T. 654 (P) x 1/2 CRZ 6 3 1/2 CRZ 3 ' x ' 5 3 6 655 (P) x HIGH POINT TENT 8 632'-0" 40' - 0" 1/2 CRZ HIGH POINT LOT 25 TENT 7 SHOALMONT ADDITION 634'-0" SECTION 4, VOL. 3, PG. 400 P.R.T.C.T. Zoned SF-2 40' - 0" 478 (P) HIGH POINT TENT 6 637'-0" New 6' Tall Steel/ Alum Fence ' 9 2 6 6 3 1 ' ' 0 3 6 JOSEPH P.,JAMES S., THOMAS AND PATRICIA WITHERSPOON DOC # 2013102828 O.P.R.T.C.T. E " 5 4 1' ° 0 N 7' 0 . 9 3 608 Creek CL Top of Bank 609 E " 4 ' 7 5 ° ) W ' 0 3 ° 4 N ' 4 3 6 S ' 9 6 . 2 . 2 6 6 611 ( x x x x x x x 677 41.90' ' 6 2 6 711 6' 2 6 712 (P) 12" Pipe w/ Lid T= 629.32' B= 616.32' 610 7.5' BUILDING LINE 5' PUE PROPERTY LINE 5' PUE 7.5' BUILDING LINE 6 2 7 ' 6 2 8 ' R 438.71' S76° 46' 00"W (438.66' N79° 16'E) C L ' 3 1 6 41.90' ' 1 1 6 ' 4 1 6 6' 1 6 ' 5' 2 New Stone 1 1 6 6 Bench 70 sf 7' 7' 1 1 6 6 676 ' 5 2 6 K E E O A H S LOW POINT ADJ. GRADE 624'-0" 613 614 E " 9 ) W 4 ' 7 5 ° ' 0 3 ° 4 N ' 5 6 S ' 0 5 . 6 7 ( 4 . 6 7 x x 615 x 6 2 6 ' x 730 ' 6 1 6 ' 5 1 6 SITE LOW POINT 610'-0" ' 2 1 6 ' 4 1 6 ' 3 1 6 ' 1 1 6 6 1 9 ' 6 2 6 0 ' 3 1 ' 6 2 1 ' ' 7 1 6 ' 8 1 6 6 2 8 ' 6 2 7 ' 6 2 ' 9 0 ' 1 6 E ) " 8 W 3 ' ' 5 5 1 4 ° 9 ° 1 2 JOSEPH P.,JAMES S., N 3 THOMAS AND PATRICIA N 4 ' WITHERSPOON DOC # 1 2 . 2013102828 O.P.R.T.C.T. . 5 2 2 HIGH POINT 5 ( 2 TENT 12 610'-0" 731 (P) 60.59' 6 3 0 ' HIGH POINT TENT 11 611'-0" 6' - 10" 656 40' - 0" ' 3 1 6 ' 1 1 6 ' 4 1 6 6' 1 6 5' 1 6 7' 7' 1 1 6 6 ' 2 1 6 676 ' 5 2 6 730 ' 6 1 6 ' 5 1 6 SITE LOW POINT 610'-0" ' 2 1 6 ' 4 1 ' 3 6 1 6 ' 1 1 6 6 1 9 ' 6 2 0 ' 6 2 1 ' 623' 6 2 5 ' ' 4 2 6 6 2 2 ' ' 7 1 6 ' 8 1 6 731 (P) 60.59' E " 4 ' 7 ) W ' 0 5 ° 6 S 3 ° 4 N ' 4 ' 9 6 . 2 6 3 . 2 6 ( Creek CL Top of Bank K E E R C L O A H S LOW POINT ADJ. GRADE 624'-0" E " 9 ) W 4 ' 7 5 ° ' 0 3 ° 4 N ' 5 6 S ' 0 5 . 6 7 ( 4 . 6 7 E ) " 8 W 3 ' ' 0 1 6 ' 5 5 1 4 ° 9 ° 1 2 3 N N ' 4 1 2 . 2 5 . 5 2 ( 2 n ì Y m o c . e c i f f O u s H e r u t c e t i h c r TREE TABLE RO = RED OAK (H) LO = LIVE OAK (H) P = PECAN (H) PINE = PINE Note: 1/4 CRZ: no impact permitted 1/2 CRZ: no cut/fill > 4" CRZ: preserve 50% CE = CEDAR ELM (H) WNUT = WALNUT (H) (P) Protected Tree: +19" dia. (H) Heritage: +24" dia. 459 STUMP 2.5' DIAM 573 27" LO (H) 615 11" RO SITE PLAN GENERAL NOTES 1. 2. 3. 4. All spot elevations to be verified in field prior to construction. Notify MHOA of any discrepancies. Benchmark to be verified with architect prior to construction. Do not scale the drawings. If a specific dimension is not given, contact MHOA for clarification. GC is responsible for protecting and repairing additional damage arising during both demolition phase and new construction phase on existing partitions, finishes, and building elements that are to 463 23" RO (P) 469 42" LO (H) 471 40" LO (H) 478 21.5" LO (P) 483 15" RO 484 20" RO (P) 487 48" LO (H) 504 46.5" LO (H) 505 23.2" RO (P) 506 14" PINE 539 50" LO (H) 544 35" LO (H) 548 32" LO (H) 551 22.5" LO (P) 552 24" 20" LO (H) 565 34" LO (H) 566 36" LO (H) 574 36" LO (H) 580 22" RO (P) 616 20" RO (P) 617 53" LO (H) 595 14" RO 601 17" RO 602 18" LO 636 26" 26" LO (H) 647 18" CE 648 14" CE 603 15" LO 604 11" LO 605 16" LO 606 17" PINE TREE TABLE 607 14" CE RO = RED OAK (H) 608 16" CE LO = LIVE OAK (H) 609 13" CE P = PECAN (H) 610 16" CE PINE = PINE 611 16" CE CE = CEDAR ELM (H) WNUT = WALNUT (H) 612 12" LO 613 18" LO 459 STUMP 2.5' DIAM 614 18.5" LO 463 23" RO (P) 469 42" LO (H) 471 40" LO (H) 478 21.5" LO (P) 483 15" RO 484 20" RO (P) 487 48" LO (H) 504 46.5" LO (H) 505 23.2" RO (P) 506 14" PINE 539 50" LO (H) 544 35" LO (H) 548 32" LO (H) 551 22.5" LO (P) 552 24" 20" LO (H) 565 34" LO (H) 566 36" LO (H) 654 22" CE (P) 655 19" CE (P) 656 14" CE 676 17" 16" LO 677 11" CE 6. 681 8" CE Note: 1/4 CRZ: no impact permitted 682 9" CE 1/2 CRZ: no cut/fill > 4" 711 12" CE CRZ: preserve 50% 712 21" RO (H) (P) Protected Tree: +19" dia. (H) Heritage: +24" dia. 730 13" WNUT 731 19" WNUT (P) 573 27" LO (H) 574 36" LO (H) 580 22" RO (P) 595 14" RO 601 17" RO 602 18" LO 603 15" LO 604 11" LO 605 16" LO 606 17" PINE 607 14" CE 608 16" CE 609 13" CE 610 16" CE Pool Enclosure Swing Gate & Self- 611 16" CE Closing Device to Comply w/ 612 12" LO Ch.10-4-47 Travis County Pool Code 613 18" LO 614 18.5" LO 615 11" RO 616 20" RO (P) 617 53" LO (H) 636 26" 26" LO (H) 647 18" CE 648 14" CE 654 22" CE (P) 655 19" CE (P) 656 14" CE 676 17" 16" LO 677 11" CE 681 8" CE 682 9" CE 711 12" CE New Gravel Drive w/ 1' 712 21" RO (H) 730 13" WNUT Wide Stone Apron Surround 731 19" WNUT (P) Remove Tree #579 Portable Toilet Location Demolish Existing Asphalt Driveway New 1' Wide Stone Apron Tree Well remain. TREE TABLE SITE PLAN GENERAL NOTES 5. Tree protection fencing is required for all existing trees 19 inches in RO = RED OAK (H) Note: diameter (60 inches in circumference) within the limits of 1/4 CRZ: no impact permitted LO = LIVE OAK (H) construction. Fencing should protect the entire critical root zone 1/2 CRZ: no cut/fill > 4" P = PECAN (H) u s H 1. All spot elevations to be verified in field prior to construction. Notify 4. 1. 4. 5. n ì Y 2. 3. A O f 573 27" LO (H) 574 36" LO (H) 580 22" RO (P) 595 14" RO 601 17" RO 602 18" LO 603 15" LO 604 11" LO 605 16" LO 606 17" PINE 607 14" CE 608 16" CE 609 13" CE 610 16" CE 611 16" CE 612 12" LO 613 18" LO 614 18.5" LO SITE PLAN GENERAL NOTES 615 11" RO 616 20" RO (P) 617 53" LO (H) 636 26" 26" LO (H) 647 18" CE 648 14" CE 654 22" CE (P) 655 19" CE (P) 656 14" CE 676 17" 16" LO 677 11" CE 681 8" CE 682 9" CE 711 12" CE 712 21" RO (H) 730 13" WNUT 731 19" WNUT (P) MHOA of any discrepancies. PINE = PINE CRZ: preserve 50% (CRZ) area. Fencing is required to be chain-link mesh at a Benchmark to be verified with architect prior to construction. CE = CEDAR ELM (H) (P) Protected Tree: +19" dia. minimum height of five feet. A 6-inch layer of mulch within the Do not scale the drawings. If a specific dimension is not given, WNUT = WALNUT (H) (H) Heritage: +24" dia. entire available root zone area is required for trees which have any contact MHOA for clarification. GC is responsible for protecting and repairing additional damage disturbance indicated within any portion of the critical root zone. 459 STUMP 2.5' DIAM 3 arising during both demolition phase and new construction phase 0 6 463 23" RO (P) Refer to General Requirements for additional information 3 5 on existing partitions, finishes, and building elements that are to 469 42" LO (H) 4 7 associated with, but not limited to: submittals, shop drawings, remain. . 8 471 40" LO (H) 6 All spot elevations to be verified in field prior to construction. Notify e 7 Tree protection fencing is required for all existing trees 19 inches in samples, cutting and patching, coordination and staging, protection 0 478 21.5" LO (P) MHOA of any discrepancies. 7 s diameter (60 inches in circumference) within the limits of m r of work. 483 15" RO a Benchmark to be verified with architect prior to construction. 2. ) construction. Fencing should protect the entire critical root zone u a x 2 484 20" RO (P) e Do not scale the drawings. If a specific dimension is not given, 3. e (CRZ) area. Fencing is required to be chain-link mesh at a 1 487 48" LO (H) T t T 5 contact MHOA for clarification. minimum height of five feet. A 6-inch layer of mulch within the c ( 504 46.5" LO (H) n GC is responsible for protecting and repairing additional damage entire available root zone area is required for trees which have any e g e 505 23.2" RO (P) arising during both demolition phase and new construction phase c disturbance indicated within any portion of the critical root zone. s 506 14" PINE i t f on existing partitions, finishes, and building elements that are to e Refer to General Requirements for additional information f i 539 50" LO (H) D remain. associated with, but not limited to: submittals, shop drawings, h 544 35" LO (H) Tree protection fencing is required for all existing trees 19 inches in samples, cutting and patching, coordination and staging, protection 548 32" LO (H) c diameter (60 inches in circumference) within the limits of of work. 551 22.5" LO (P) r construction. Fencing should protect the entire critical root zone 552 24" 20" LO (H) A (CRZ) area. Fencing is required to be chain-link mesh at a 565 34" LO (H) minimum height of five feet. A 6-inch layer of mulch within the SITE PLAN KEYNOTES 566 36" LO (H) entire available root zone area is required for trees which have any f disturbance indicated within any portion of the critical root zone. O Refer to General Requirements for additional information associated with, but not limited to: submittals, shop drawings, samples, cutting and patching, coordination and staging, protection of work. SITE HIGH POINT 643'-10" m l o e c . e a c i f f h c i e O c u s H i f f l e a h c i e c i f f u s H t e n r u B 0 1 9 4 M O 6 5 7 8 7 s a x e T , n i t s u A d a o R d a o R 539 O 5. 6. 6. i i SITE PLAN KEYNOTES SITE PLAN KEYNOTES 3 0 3 4 . 6 0 7 ) 2 1 5 ( e c i f f O t e n r u B 0 1 9 4 , n i t s u A 539 m a e T n g s e D SITE HIGH POINT 643'-10" M O t n a t l u s n o C New 6' Tall Steel/ Alum Fence w/ Sliding Gate 548 New Gravel Drive w/ 1' Wide Stone Apron Surround Demolish Existing Asphalt Driveway 548 New 6' Tall Steel/ Alum Fence w/ Sliding Gate New Gravel Drive w/ 1' Wide Stone Apron Surround x ' 1 4 6 Demolish Existing Asphalt Driveway 1/2 CRZ 1/4 CRZ SITE HIGH POINT 643'-10" 539 ' 4 4 6 Pool Enclosure Swing Gate & Self- Closing Device to Comply w/ Ch.10-4-47 Travis County Pool Code Remove Tree #579 Portable Toilet Location New 1' Wide Stone Apron Tree Well 422.97' N76° 47' 45"E 10' PUE, Undergroud Utilty Line (422.97' N79° 16"E) Remove Tree #577 New 6' Tall Steel/ Alum Fence 602 801 ' 1/2 CRZ 6 3 6 ' 8 3 6 Concrete Washout & Materials Staging Area, To Avoid 1/2 CRZ 601 ' 9 3 6 1/2 CRZ 10' PUE, Undergroud Utilty Line Remove Tree #577 New 6' Tall Steel/ Alum Fence w/ Sliding Gate New 6' Tall Steel/ Alum Fence 802 Pool Enclosure Swing Gate & Self- Closing Device to Comply w/ Ch.10-4-47 Travis County Pool Code 801 x Remove Tree #579 x ' 1 4 6 Portable Toilet Location ' New 1' Wide Stone Apron Tree Well 7 3 6 ' 8 3 1/2 CRZ 6 1/4 CRZ x x 25' - 0" Existing Utility Pole x ' 9 3 6 551 (P) x 552 (H) 2' 4 6 1 4 6 ' 1/4 CRZ " 0 - ' 9 1 FUTURE 2- CAR GARAGE 625 SF 1/2 CRZ Concrete Washout & Materials Staging Area, To Avoid 1/2 CRZ 580 (P) " 0 - ' 5 2 1/4 CRZ 1/2 CRZ x x Existing Conc Step, 16 sf Dumpster Location x EXISTING STORAGE 623 GSF TR RE YD 1/4 CRZ 1/2 CRZ 605 Demolish Existing Asphalt Driveway, Walkway & Steps d e r e v o C g n i t s x E i f s 1 3 2 , h c r o P r a e R 595 x Demolish f Existing Asphalt s 0 Driveway, 0 1 Walkway & , x h Steps c r o P ' x d e r e v o C g n i t s x E i 9 3 6 1/2 CRZ d e r e v o C g n i t s x E i f s 0 8 4 , h c r o P l e v a r G 548 551 (P) 544 (H) 552 (H) 2' 4 6 " 0 - ' 9 1 1/4 CRZ 1/4 CRZ 1/2 CRZ 1/2 CRZ x x x Concrete Washout & Materials Staging Area, To Avoid 1/2 CRZ 580 (P) 1/4 CRZ 1/2 CRZ 1/2 CRZ 1/4 CRZ 551 (P) 552 (H) 2' 4 Dumpster 6 Location 1/4 CRZ 1/2 CRZ New Gravel Path x x x " 0 - ' 9 1 Demolish Existing Asphalt Driveway, Walkway & Steps x 595 1/4 CRZ 1/2 CRZ x x TR RE YD 640' 4" PVC CO FL=640.35' 1/2 CRZ ' 2 4 6 New Gravel Path 595 x 565 (H) 1/4 CRZ 1/2 CRZ 566 (H) 1/4 CRZ TR RE YD x 1/4 CRZ 506 1/2 CRZ 1/2 CRZ 1/2 CRZ 1/4 CRZ 4" PVC CO FL=640.35' 1/2 CRZ 1/4 CRZ PROPOSED 505 (P) ADDITION ' 2 4 6 i e n L g n d i l i ' 0 4 u 505 (P) B 1/2 CRZ i e n L g n d i l i u B ' 0 4 GM 506 1/2 CRZ CO 640' x 565 (H) x 566 (H) 1/4 CRZ PROPOSED ADDITION 1/2 CRZ 1/4 CRZ 1/4 CRZ 1/2 CRZ 1/2 CRZ 573 (H) 574 (H) CO ' 616 (P) 1/4 CRZ 9 3 6 1/2 CRZ x x Existing Conc Step, 16 sf CO New Stone Patio x 1/4 CRZ New Stone Paver Surround, 333 sf 1/2 CRZ EM Existing Conc PROPOSED Step, 16 sf ADDITION New Stone Patio GM New Stone Paver Surround, 333 sf New Stone Paver Walkway, 341 sf EXISTING TWO-STORY New Lawn, Ref Landscape HOUSE #5312 9 3 6 7 3 6 ' ' ' 8 3 6 2 0 0 . 2 A GM EM New Conc Outdoor Sink New Stone Garden Wall, 307 sf Garden, Ref Landscape 0' 4 6 i New Conc Outdoor Sink EXISTING TWO-STORY New Stone HOUSE Garden Wall, #5312 307 sf u B l i i e n L g n d i e n L g n d i l i u B ' 0 4 Garden, Ref Landscape AC Pad 0 0 . 2 A 2 T.O Stone Wall +3'-0" T.O ' 0 Stone Wall 4 +3'-0" T.O Bench +1'-6" ' 6 3 4 3 6 New Stone Paver Walkway, 341 sf EXISTING TWO-STORY HOUSE #5312 5 3 6 483 6" RCP FL=634.10' x ' 6 ' AC Pad 0' 4 6 1/2 CRZ New Lawn, Ref Landscape ' 9 3 6 x ' 8 3 6 AC Pad 484 (P) 1/2 CRZ 1/2 CRZ 478 (P) T.O Bench +1'-6" 484 (P) 1/2 CRZ 1/2 CRZ 1/2 CRZ 1/2 CRZ 459 1/2 CRZ 6 4 1 ' New Stone Walkway 750 sf, Demo Existing Walkway 459 1/2 CRZ 642' 471 (H) New Stone Walkway 750 sf, Demo Existing Walkway ' 2 4 6 487 (H) 6 4 3 ' t n a t l u s n o C ' 4 4 6 NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION 6 4 4 C I ' NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION l 544 (H) " 7 - ' 9 9 1/4 CRZ 1/2 CRZ 504 (H) New Gravel Path " 4" PVC CO 7 FL=640.35' 9 9 - ' 6 4 3 1/4 CRZ ' 504 (H) 506 6 1/2 CRZ 4 3 1/4 CRZ ' 1/2 CRZ New Conc Outdoor Sink New Stone Garden Wall, 307 sf Garden, Ref Landscape Cutoff Valve Cutoff Valve 2 3/4" WM # 320570 0 0 . 2 3/4" WM # A 320570 ' 4 4 6 Existing Conc Sidewalk I C " 6 6 4 4 ' Existing Conc Sidewalk ' 2 4 6 ' ' . 3 1 1 0 1 E " 3 3 ' 1 1 ° 3 1 S . ) ' 0 0 . 1/2 CRZ 0 0 1 1/4 CRZ ) ' 0 , 0 E 0 0 ' 4 1 4 E ° 0 4 4 1 S ° 0 ( 1 S , ' . 3 1 1 0 1 E " 3 3 ' 1 1 ° 3 1 S ( LP 505 (P) LP I C " 6 i e n L g n d i l i u B ' 0 4 i e n L g n d i l i u B ' 0 4 8" DI 8" DI T.O Stone Wall +3'-0" T.O Bench +1'-6" I D " 8 I D " 8 1/2 CRZ ) . D N O B A ( I C " 6 ) . D N O B A ( I C " 6 ' ' 7 7 . 9 9 , E " 3 3 ' 1 1 ° 3 1 S ) ' 0 0 ) . 0 ' 0 0 0 1 . , 0 E 0 ' 4 1 4 , ° E 0 1 ' S 4 4 ° 0 1 S ( 7 7 . 9 9 , E " 3 3 ' 1 1 ° 3 1 S ( 544 (H) 6 4 4 ' 1/4 CRZ 1/2 CRZ . . W O R 1/4 CRZ . ' 6 3 4 ' 1/2 CRZ 8 3 . . W O R . ' 8 3 . D V L B K E E R C L O A H S . D V L B K E E R C L O A H S " 6 l a e S Existing Conc Sidewalk NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION 9 9 - ' " 7 ' l a e S 504 (H) 3 1 . 1 0 1 E " 3 3 ' 1 1 ° 3 1 S ) ' 0 0 . 0 0 1 , E ' 4 4 ° 0 1 S ( LP 8" DI Cutoff Valve 3/4" WM # 320570 I ) . l ( I l i i e c n e d s e R n e c n e d s e R n 6 5 7 8 7 X T D N O B A 6 C 5 7 8 7 X T . d v . d B v B k k e D e e " t 8 e i r m r ' 7 C C r 7 e . l 9 l a P a 9 o r o k h , o E k S h n , f " n 3 S e n a 2 i 3 t u ' s 1 4 r ' s a 2 u 1 3 4 tF s e 1 A 5 1 S ° I r 0 ° 3 3 tF 1 1 5 S S , n i t s u A ) ' 0 0 . 0 0 1 , i l t c e o r i l e S E P " 6 ( j Issue for Permit . . W O R . ' 8 3 . t i D V L B K m E r E e P R r o C f e L u s O s I A H S t c e o r j P 459 - - - - - x Revisions: 6 4 3 ' 1/2 CRZ - - - - - - - - - 6 4 3 ' - - - - - I D " 8 1 A2.00 ) . D N O B A ( I C " 6 New Stone Walkway Issue: 750 sf, Demo Existing - Walkway Issue: - - Issue for Permit x Revisions: x Revisions: Drawing Title m o c . e c i f f O u s H 3 0 3 4 . 6 0 7 ) 2 1 5 ( e c i f f O 6 5 7 8 7 s a x e T , n i t s u A d a o R t e n r u B 0 1 9 4 e r u t c e t i h c r A f O e c i f f O u s H l e a h c i M n ì Y m a e T n g s e D i t n a t l u s n o C a e S e c n e d s e R n i l . d v B k e e r C 6 5 7 8 7 X T i l l a o k h S n a 2 1 r 3 tF 5 , n i t s u A e S t i m r e P r o f e u s s I Issue for Permit t c e o r j P Issue: - - - - - - - - - - - Proposed Site Plan Sheet AS1.10 This drawing and all copyright therein are the sole and exclusive property of Michael Hsu Office of Architecture. Reproduction or use of this drawing in whole or in part by any means in any way whatsoever without the prior written consent of Michael Hsu Office of Architecture is strictly prohibited. Copyright © 2020 Michael Hsu Office of Architecture 6 4 3 ' I D " 8 ) . D N O B A ( I C " 6 ) . D N O B A ( I C " 6 I D " 8 Proposed New Low Fence & Front Entry Gate ' 4 3 6 6 3 0 ' HIGH POINT TENT 10 656 627'-0" 6" RCP FL=634.10' 6 3 6 ' HIGH POINT TENT 9 483 629'-0" 7.5' BUILDING LINE 5' PUE 1/2 CRZ 40' - 0" PROPERTY LINE ' 8 3 6 x HIGH POINT TENT 8 632'-0" HIGH POINT TENT 7 634'-0" 484 (P) HIGH POINT TENT 6 637'-0" 1/2 CRZ 478 (P) 1/2 CRZ HIGH POINT TENT 5 638'-10" 6 4 1 ' 1/2 CRZ 438.97' S76° 45' 22"W 642' (438.97' N79° 16' E) 471 (H) HIGH POINT TENT 4 640'-0" ' 2 4 6 487 (H) HIGH POINT TENT 3 640'-10" 6 469 (H) 4 3 ' HIGH POINT 1/2 CRZ TENT 2 641'-8" 1 A2.00 HIGH POINT TENT 1 642'-4" 463 (P) HIGH POINT ADJ. GRADE 643'-0" Drawing Title 6' - 10" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 1/2 CRZ 40' - 0" 40' - 0" 40' - 0" New 6' Tall Steel/ Alum Fence HIGH POINT TENT 5 638'-10" 40' - 0" 6 438.97' S76° 45' 22"W (438.97' N79° 16' E) Pool Enclosure Swing HIGH POINT Gate & Self-Closing TENT 4 Device to Comply w/ 640'-0" Ch.10-4-47 Travis County Pool Code 1 4 ' 1/2 CRZ 642' 471 (H) HIGH POINT TENT 3 640'-10" 40' - 0" ' 2 4 6 469 (H) 487 (H) HIGH POINT TENT 2 641'-8" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" HIGH POINT TENT 1 642'-4" 6 463 (P) 4 3 ' New Gravel Path, HIGH POINT Steel/Alum Fence w/ ADJ. GRADE Privacy Gate 643'-0" 1/2 CRZ 1 A2.00 1 Proposed Proposed Site Plan Site Plan 1/16" = 1'-0" Drawing Title Sheet HIGH POINT TENT 12 610'-0" HIGH POINT TENT 11 611'-0" HIGH POINT TENT 10 627'-0" HIGH POINT TENT 9 629'-0" HIGH POINT TENT 8 632'-0" PROPERTY LINE LOT 25 SHOALMONT ADDITION SECTION 4, VOL. 3, PG. 400 P.R.T.C.T. Zoned SF-2 HIGH POINT TENT 6 637'-0" HIGH POINT TENT 7 634'-0" Pool Enclosure Swing Gate & Self-Closing Device to Comply w/ Ch.10-4-47 Travis County Pool Code 438.97' S76° 45' 22"W (438.97' N79° 16' E) HIGH POINT TENT 4 640'-0" HIGH POINT TENT 5 638'-10" HIGH POINT TENT 3 640'-10" New Gravel Path, Steel/Alum Fence w/ Privacy Gate 469 (H) HIGH POINT TENT 2 641'-8" HIGH POINT TENT 1 642'-4" 1 463 (P) Proposed Site Plan 1/16" = 1'-0" HIGH POINT ADJ. GRADE 643'-0" 6' - 10" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" LOT 25 SHOALMONT ADDITION SECTION 4, VOL. 3, PG. 400 P.R.T.C.T. Zoned SF-2 New 6' Tall Steel/ Alum Fence Pool Enclosure Swing Gate & Self-Closing Device to Comply w/ Ch.10-4-47 Travis County Pool Code New Gravel Path, Steel/Alum Fence w/ Privacy Gate 1 Proposed Site Plan 1/16" = 1'-0" AS1.10 This drawing and all copyright therein are the sole and exclusive property of Michael Hsu Office of Architecture. Reproduction or use of this drawing in whole or in part by any means in any way whatsoever without the prior written consent of Michael Hsu Office of Architecture is strictly prohibited. Proposed Site Plan Copyright © 2020 Michael Hsu Office of Architecture Sheet AS1.10 This drawing and all copyright therein are the sole and exclusive property of Michael Hsu Office of Architecture. Reproduction or use of this drawing in whole or in part by any means in any way whatsoever without the prior written consent of Michael Hsu Office of Architecture is strictly prohibited. Copyright © 2020 Michael Hsu Office of Architecture Site Plan 1/16” = 1’-0” on 11x17 1/2” = 1’-0” on 8.5 x 11 Austin, Texas12 July 20215312 Shoal Creek Blvd.ImageDateLocationProject AddressContact4910 Burnet RoadAustin, Texas 78756(512) 706.4303Franklin ResidenceMarch 4, 20214508 Shoal Creek Blvd. 4806 Shoal Creek Blvd. 4900 Shoal Creek Blvd. 6301 Shoal Creek Blvd. Existing Fences on Shoal Creek Blvd. Austin, Texas12 July 20215312 Shoal Creek Blvd.ImageDateLocationProject AddressContact4910 Burnet RoadAustin, Texas 78756(512) 706.4303Franklin ResidenceMarch 4, 2021Proposed Fencing Material- Wire Mesh and Vegetation Existing Stone Stone Option: Vemeer Cut EXISTING PARGED JOINTS VERMEER CUT STONE Franklin Residence Austin, TX SITE PERIMETER : STONE WALLS Proposed Fencing Material- Wire Mesh and Vegetation Stone Option: Parged Stone Joints Stone Option:Vemeer Cut EXISTING WIRE MESH EXISTING PARGED JOINTS PARGED JOINTS WROUGHT IRON VERMEER CUT STONE VERMEER CUT STONE Proposed Materials Franklin Residence Austin, TX Franklin Residence Austin, TX Franklin Residence Austin, TX SITE PERIMETER : STEEL FENCES SITE PERIMETER : STONE WALLS SITE PERIMETER : STONE WALLS Austin, Texas12 July 20215312 Shoal Creek Blvd.ImageDateLocationProject AddressContact4910 Burnet RoadAustin, Texas 78756(512) 706.4303Franklin ResidenceMarch 4, 2021March 4, 2021March 4, 2021March 4, 2021March 4, 2021New Trees Proposed New Low Fence and Gate with Plantings and Vegetation Note: existing trees to remain Rendering Austin, Texas12 July 20215312 Shoal Creek Blvd.ImageDateLocationProject AddressContact4910 Burnet RoadAustin, Texas 78756(512) 706.4303Franklin ResidenceMarch 4, 2021