12.1 - 611 West Lynn St - Drawings — original pdf

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GOSSET AND Co. 824 W 10th STREET AUSTIN, TEXAS 78701 512-842-9904 CEDAR BUILD, INC. 800 BRAZOS ST #340 AUSTIN, TEXAS 78701 512-402-7586 HOLT CARSON INC. 1904 FORTVIEW ROAD AUSTIN, TX 78704 512-442-0990 TBPLS FIRM #10050700 1 P:\21102.01 West Lynn 611\CADD\Construction\Sheet Files\21102.01 - Cover Sheet.dwg, 4/16/2026 11:40:35 AM 04-150 20' 40' SCALE: 1" = 20' W W W W W W W W W W W W g n i v a p f o e g d e W W W W R.L. Slaughter & Helen Slaughter to Charles J. Fruth Volume 287 Page 518 1916 conflicting elements R.L. Slaughter et Ux. to C.R. Anderson et Ux. Volume 334 Page 193 December 1921 R.L. Slaughter et Ux. to C.R. Anderson et Ux. Volume 334 Page 194 December 1921 ASPHALT TO BE REMOVED Michael W. Little Document No. 2024108611 INT #2153 I G N T S X E I Y A W E V R D I W W ' 0 2 W . I . C " 0 2 X E W W C S C " 6 3 X E W I G N T S X E I ' 0 2 Y A W E V R D I b r u c n o e l g n W a i r t : k r a m h c n e b ' 8 9 . 4 3 5 t a x o b r e b i f e l g o o G W b r u c G E H O G E G H O G E H G O G E H O G P P G W W ) ' 0 5 ( T E E R T S N N Y L T S E W W ' 1 . 3 3 5 t a e l o W p ' 3 . 1 6 5 t a e r i w G E H O G G E H O G M W G E H O G N E G H G O S I G E H G O G E H O G G k l a w G E H O G e t e r c n o c G E H O G 611 WEST LYNN STREET CUT, PLUG AND ABANDON G Y N EXIST.3/4" COPPER WATER SERVICE AT THE A I T W S MAIN PER DETAIL AW-SPECIAL-04 E I X V E I R ' 8 D 1 NO PARKING BIKE LAND SIGN TO BE RELOCATED 45' TO THE SOUTH W W . I . C " 0 2 X E W C S C " 6 3 X E W G N I T S I X E ' 4 2 Y A W E V I R D W W RELOCATE NO PARKING BIKE LANE SIGN HERE INT #12922 AW #148922 G E P H P O G Google fiber W box W # T C E J O R P N W WALL TO REMAIN O N K N W U 2 6 1 0 - 2 7 W 9 1 - W EXISTING DRIVE TO BE REMOVED oo o oo oo oo concrete wall 4376 1.1' asphalt concrete wall WALL TO BE REMOVED WALL TO BE REMOVED 4377 asphalt BEGIN WALL TO BE REMOVED concrete WALL TO BE REMOVED CONCRETE TO BE REMOVED 4378 concrete walk SIDEWALK TO BE REMOVED WALL TO BE REMOVED END WALL TO REMOVED concrete BEGIN WALL TO REMAIN CONCRETE TO BE REMOVED WALL TO BE REMOVED 5 8 3 4 conc. steps concrete WALL TO BE REMOVED 4387 WALL TO BE REMOVED 1.7' 2.9' 4388 4389 CHAIN LINK FENCE TO BE REMOVED 4390 WALL TO BE REMOVED l l a w k c o r WALL TO BE REMOVED BEGIN WALL TO REMAIN Dr. Bethea and Magdalen Dildy Revocable Trust Volume 11460 Page 5 6 8 3 4 WALL TO BE REMOVED concrete 4393 4391 4392 W W Y E L L A W W ' 0 2 W W P U - B U T S S A G G G 4380 4379 CONCRETE TO BE REMOVED concrete 4383 4381 4382 0.3' concrete wall 9 9 3 4 WALL TO BE REMOVED CHAIN LINK FENCE TO BE REMOVED WALL TO BE REMOVED WALL TO REMAIN END WALL TO RAMAIN 4397 4398 CHAIN LINK FENCE TO BE REMOVED l l a w k c o r 4394 4395 rock steps 1.1' 4384 cinderblock wall 0.5' WALL TO REMAIN 4396 1.2' 0.4' cinderblock wall CONCRETE TO BE REMOVED EXISTING CLEANOUT CAP AT SERVICE WYE AND ABANDON IN PLACE CONTRACTOR TO VERIFY LOCATION AND ELEVATION ) W W ( K W N W U " 6 X E W W W W W W W W W W W W W W I G N T S X E I ' 0 2 Y A W E V R D I 609 West Lynn LP Document No. 2012151218 originally Susan Robertson and James Robertson to Mary R. Brown (79' x about 206') Volume 118 Page 4 W W W W W W W W W W W W INT #5099 X 611 WEST LYNN EXISTING CONDITION - DEMOLITION P:\21102.01 West Lynn 611\CADD\Construction\Sheet Files\21102.01 EX CONDITIONS.dwg, 4/16/2026 11:40:43 AM 5 15 04/15/2026 R.L. Slaughter & Helen Slaughter to Charles J. Fruth Volume 287 Page 518 1916 conflicting elements R.L. Slaughter et Ux. to C.R. Anderson et Ux. Volume 334 Page 193 December 1921 R.L. Slaughter et Ux. to C.R. Anderson et Ux. Volume 334 Page 194 December 1921 Michael W. Little Document No. 2024108611 W W W W 0 20' 40' SCALE: 1" = 20' I G N T S X E I ' 0 2 Y A W E V R D I I G N T S X E I ' 0 2 Y A W E V R D I INT #2153 . I . W C " 0 2 X E W C S C " 6 3 X E b r u c b r u c : k n r a o m e h l g c n W n a e i b r t ' 8 9 . 4 3 5 t a oo o E H G O W ) ' 0 5 ( T E E R T S N N Y L T S E W W ' 1 . 3 3 5 t a e l W o p ' 3 . 1 6 5 t a e r i w x o b r e b i f e l g o o G G E H O ' 5 . 8 8 G P P G E H O G M W R15.0' oo oo oo ' 7 . 8 2 1 ' 2 . 2 1 concrete wall 4376 1.1' ' 2 . 2 1 ' 7 . 1 2 AC 16.1' FFE 534.50 AC FFE 533.00 UNIT 1 PLAN D UNIT 2 PLAN C 4387 FFE 532.00 UNIT 3 PLAN D W W g n i v a p f o e g d e ' 7 . 5 FFE 523 1.7' ' 7 . 5 2.9' 12.2' FFE 519 UNIT 6 PLAN B ' 1 6 . FFE 523 UNIT 7 PLAN B FFE 518 R5.0' W W R5.0' 50.6' 42.4' W S ' 4 ' 6 . 7 10.2' Y E L L A W W ' 0 2 ' 9 @ 4 18.0' 12.3' ) W W ( K W N U W " 6 X E PROPOSED 4' WW MH 0 3 5 5' SW 5' SW 4393 W S ' 4 POOL 2@10' 2@10' ' 0 . 8 1 23.0' W S ' 4 FFE 519.5 UNIT 8 PLAN A FFE 514.5 1.2' 10.4' 0.4' W W 4' SW ' 3 . 6 cinderblock wall G N I T S I X E ' 8 1 Y A W E V I R D ' 5 . 3 611 WEST LYNN CUT, PLUG AND ABANDON EXIST.3/4" COPPER WATER SERVICE AT THE MAIN PER DETAIL AW-SPECIAL-04 AC 6.3' 12.0' 107.7' ' 2 . 4 3 . I . C " 0 2 X E W C S C " 6 3 X E W ' 8 . 6 2 ' 0 . 5 2 G E H N G O S I G 5.0' 1 R ' 3 . 4 2 G N I T S I X E ' 4 2 Y A W E V I R D RELOCATE NO PARKING BIKE LANE SIGN HERE INT #12922 AW #148922 E H G O k l a w e t e r c n o c G E H O W # T C E J O R P N W O N K N U Google W fiber box G P P 2 6 1 0 - 2 7 9 1 - W W W W W M W G P U - B U T S S A G 4380 18.8' 4381 4382 UNIT 4 PLAN C FFE 534.00 AC 6.3' AC UNIT 5 PLAN C FFE 533.00 ' 2 . 4 3 ' 4 . 0 1 ' 1 . 1 1 1.1' 4384 ' 4 . 5 0 1 0.3' concrete wall cinderblock wall 0.5' I G N T S X E I ' 0 2 Y A W E V R D I 609 West Lynn LP Document No. 2012151218 originally Susan Robertson and James Robertson to Mary R. Brown (79' x about 206') Volume 118 Page 4 W W W W W W X 611 WEST LYNN SITE PLAN 7 15 P:\21102.01 West Lynn 611\CADD\Construction\Sheet Files\21102.01 Site Plan.dwg, 4/16/2026 11:40:48 AM 04/15/2026 . I . C " 0 2 X E W C S C " 6 3 X E W I G N T S X E I ' 0 2 Y A W E V R D I W W W W W W g n i v a p f o e g d e Michael W. Little Document No. 2024108611 concrete wall TW = 535.32 4376 1.1' TW = 533.72 BW = 527.91 7 2 5 6 2 5 5 2 5 5 2 4 5 2 3 5 2 2 oo o oo oo 535 oo BW = 535.36 FG = 534.00 FG = 534.00 534 BW = 532.80 533 TW = 535.71 FG = 532.50 FG = 532.30 FG = 532.50 FG = 531.50 FG = 531.50 BW = 532.64 FG = 533.00 FG = 534.00 FG = 533.89 FFE 534.50 UNIT 1 PLAN D 533 AC AC FFE 533.00 UNIT 2 PLAN C AC 2 3 5 FFE 532.00 UNIT 3 PLAN D FG = 532.50 FG = 532.50 FG = 531.50 FG = 531.50 4387 FG = 531.50 533 5 3 2 FG = 532.85 FG = 532.85 FG = 531.85 FG = 531.85 FG = 530.75 FG = 532.80 FG = 532.15 FG = 531.82 FG = 531.24 532 531 FG = 530.72 FG = 530.75 0 3 5 FG = 530.06 530 BW = 519.00 BW = 519.00 FG = 532.98 FG = 533.50 FG = 532.41 FG = 533.50 FG = 531.74 FG = 532.35 FG = 531.23 FG = 532.35 2@10' FG = 529.00 BW = 519.00 FG = 522.50 FG = 522.50 FG = 522.50 FG = 522.00 521 FFE 523 520 UNIT 6 PLAN B FG = 522.50 521 520 519 518 FG = 517.50 FG = 522.50 FG = 522.50 FFE 523 UNIT 7 PLAN B FG = 521.00 520 519 518 FFE 518 517 BW = 518.53 BW = 516.00 8 1 95 1 5 5 1 8 4393 1.7' 2.9' 519 FG = 518.50 FFE 519 FG = 518.50 518 W W W W 7 1 5 W W FG = 517.50 516 W W Y E L L A ' 0 2 M W G G 5 P 3 3 U - B U T S S A G UNIT 4 PLAN C FG = 532.50 FG = 533.50 FG = 533.50 4380 FFE 534.00 AC AC UNIT 5 PLAN C FFE 533.00 4381 4382 0.3' FG = 530.00 FG = 531.00 530 FG = 530.00 FG = 527.60 FG = 526.30 529 528 concrete wall FG = 530.00 FG = 527.30 FG = 528.00 1.1' 4384 cinderblock wall 0.5' 526 525 524 BW = 526.93 BW = 526.72 POOL W W ' 9 @ 4 ) W W ( K W N W U " 6 X E W W X BW = 517.00 8 1 5 FG = 519.00 FG = 519.00 FG = 519.00 FFE 519.5 5 1 5 6 1 5 7 1 5 UNIT 8 PLAN A FFE 514.5 FG = 514.00 3 1 5 FG = 514.00 BW = 519.00 523 FG = 520.00 519 518 7 1 5 6 1 5 5 1 5 4 1 5 1.2' W W FG = 514.00 513 0.4' 512 cinderblock wall PROP 1' WALL TO DIRECT WATER TO ALLEY W W W W 609 West Lynn LP Document No. 2012151218 b r u c n o e l g n W a i r t : k r a m h c n e b ' 8 9 . 4 3 5 t a x o b r e b i f e l g o o G W b r u c G E H O G E G H O G E H G O G E H O G P P G W W ) ' 0 5 ( T E E R T S N N Y L T S E W W ' 1 . 3 3 5 t a e l o W p ' 3 . 1 6 5 t a e r i w G E H O G G E H O G M W G E H O G 5 3 1 CONNECT TO EXISTING SIDEWALK W . I . C " 0 2 X E W W C S CONNECT TO C EXISTING " 6 SIDEWALK 3 X E W W W N E G H G O I S G E H G O G E H O G G k l a w e t e r c n o c G E H O G W # T C E J O R P N W O N K N W U G E H O G G E P H P O G Google fiber W box 2 6 1 0 - 2 7 W 9 1 - W W 0 10' 20' SCALE: 1" = 10' TW = XXX.XX BW = XXX.XX 611 WEST LYNN GRADING PLAN 8 15 P:\21102.01 West Lynn 611\CADD\Construction\Sheet Files\21102.01 Grading.dwg, 4/16/2026 11:40:55 AM 04/15/2026 Site Plan Total Lot = 29,337 sf FAR Max (0.75) 22,002.75 sf Building Coverage (0.60) 17,602.20 sf Impervious Cover Max (0.70) 20,535.90 sf Allowable Units Max (1200 sf) 24.45 units Average Unit Size (8 units) 2,750 sf garage excluded Confidential Confidential 611 West Lynn - Gossett & Co © Cedar Build Inc. 7/17/2026 depth and widthof drivewayincreased, tofacilitate backingoutguest parkingonlyguest parkingonlydepth and widthof parkingspacesincreased, tofacilitatebacking outentry will not begatedConcept Rendering Confidential 611 West Lynn - Gossett & Co © Cedar Build Inc. 7/17/2026Site Plan Total Lot = 29,337 sf FAR Max (0.75) 22,002.75 sf Building Coverage (0.60) 17,602.20 sf Impervious Cover Max (0.70) 20,535.90 sf Allowable Units Max (1200 sf) 24.45 units Average Unit Size (8 units) 2,750 sf garage excluded Confidential Confidential 611 West Lynn - Gossett & Co © Cedar Build Inc. 7/17/2026 West Lynn Street ElevationWest Lynn Street ElevationSite Plan Total Lot = 29,337 sf FAR Max (0.75) 22,002.75 sf Building Coverage (0.60) 17,602.20 sf Impervious Cover Max (0.70) 20,535.90 sf Allowable Units Max (1200 sf) 24.45 units Average Unit Size (8 units) 2,750 sf garage excluded Confidential Confidential 611 West Lynn - Gossett & Co © Cedar Build Inc. 7/17/2026 West Lynn Street Elevation