9 - 508 W Mary St - Landscape materials — original pdf

Backup

1 0 ' - 1 " 4 0 5 505.6 5 0 5 8 0 5 7 0 5 10' REARYARD SETBACK 6 0 5 7 0 5 6 0 5 18" LO 23" LO K C A B T E S D R A Y E D I S ' 5 6" DIA. SCHEDULE 40 PVC UNDERGROUND FRENCH DRAIN (TO DAYLIGHT) NOTE: CONTRACTOR TO REVIEW / CONFIRM DRAINING AND SITE DRAINAGE WITH GEOTECH PER GEOTECH REPORT 18.5" PEC 8 0 5 K C A B T E S D R A Y E D I S ' 5 505.5 6 0 5 EXISTING HOUSE FF EL=508.7' EXISTING CONCRETE PORCH 25' FRONT YARD SETBACK 8 0 5 510.13 EXISTING CONCRETE STEPS 507 5 0 6 505.3 5 0 5 504 503 14" LO 16.5" LO 5 0 7 7 0 5 6 0 5 5 0 5 4 0 5 3 0 5 2 0 5 1 0 5 SITE NOTES 1.) SITE PLAN BASED ON SURVEY OF 508 E. MARY STREET LOT 14, BLOCK 9, BLUE BONNET HILLS ADDITION, VOLUME 3, PAGE 139 ACCORDING TO THE MAP OR PLAT THEREOF, DATED FEBRUARY 6, 2018, BY "SURVEY WORKS AUSTIN. JOB NO. 18-0004 2.) P6.) LIMIT AREAS OF STOCKPILED MATERIAL TO AREAS APPROVED BY ARCHITECT.DETERMINE EXACT LOCATION OF NEW STRUCTURES IN FIELD WITH ARCHITECT 3.) PROVIDE UNDERGROUND ELECTRICAL SERVICE FROM NEW ELECTRICAL UTILITY POLE. COORDINATE DESIGN & DETAILS WITH UTILITY COMPANY. COORDINATE LOCATION OF UTILITY LINES & PANEL LOCATIONS WITH ARCHITECT 4..) PROTECT TREES, ROCK OUT CROPPINGS, AND NATURAL SITE FEATURES DURING CONSTRUCTION. MINIMIZE SITE DISTURBANCE TO PROJECT LIMIT LINE. 5.) LIMIT AREAS OF STOCKPILED MATERIAL TO AREAS APPROVED BY ARCHITECT. 7.) CONTRACTOR TO COMPLY WITH THE TREE PROTECTION REQUIREMENTS OF THE CITY OF AUSTIN. FOLLOW TREE PROTECTION PLAN PROVIDED BY VINCENT DEBROCK OF HERITAGE TREES;CONSULTING ARBORIST. SITE KEY PROPOSED NEW CONSTRUCTION ITEM ON SITE TO BE DEMOLISHED PROTECTED (OR) HERITAGE TREE CRZ TREE TO BE REMOVED TREE AND CANOPY WOOD FENCE METAL FENCE OVERHEAD LINE UTILITY POLE WATER METER GAS METER GRADE POINT ELECTRIC PANEL & METER WM EM G 647.25 SITE PLAN (22X34 SHEET) SCALE = 1:10 (11X17 SHEET) SCALE = 1:20 TRUE REVISIONS NICK DEAVER Architect 606 Highland Avenue Austin, Texas 78703 www.nickdeaver.com 02/08/21 PHASE: DESIGN DEVELOPMENT PROJECT: FISHER/CASTELLANO Residence 508 E. MARY STREET AUSTIN, TX 78704 PROJECT MANAGER: DRAWING NAME: EXISTING SITE PLAN DRAWN BY: JD CHECKED BY: JOB #: ND 277 277 FISHER/CASTELLANO C 2021 nickdeaverarchitect 02.08.21 DATE: SCALE: SHEET: SP1 6" DIA. SCHEDULE 40 PVC UNDERGROUND FRENCH DRAIN (TO DAYLIGHT) NOTE: CONTRACTOR TO REVIEW / CONFIRM DRAINING AND SITE DRAINAGE WITH GEOTECH PER GEOTECH REPORT UNDERGROUND SECONDARY ELECTRIC NEW POLE AND METER 7 0 5 POOL EQUIP. AC Q B B 10' SETBACK 5 0 5 . I N M " 1 - ' 0 1 4 0 5 505.6 18.5" PEC 8 0 5 4'-0" 7 ' - 4 " STEP 9 0 5 WOOD DECK E V O B A R O B R A N E P O 6 0 5 NEW POOL ' 3 7 . 6 0 5 E C A R R E T E T E R C N O C 6 0 5 18" LO K C A B T E S D R A Y E D I S ' 5 STEP REC. TRASH 1/2 CRZ R12'-5" 23" LO 1/4 CRZ R5'-9" NEW ADDITION FF EL=510.23' 8 0 5 BACK OF EXISTING HOUSE 7 0 5 I E S U O H G N T S I X E F O K C A B SCREEN PORCH K C A B T E S D R A Y E D I S ' 5 EXISTING HOUSE RENOVATION FF EL=510.23' DEMO EXISTING CONCRETE PORCH NEW PORCH EL=510.13' CONCRETE STEPS EL=508.63' ' 1 5 . 7 0 5 = . L E ' 1 5 . 8 0 5 = . L E ' 3 4 . 7 0 5 = . L E 5 0 6 PEASTONE TERRACE EL.= 508.51' CONCRETE STEP EL.= 507.51' WILD FESCUE GRASS EL.= 507.43' I G N G D E L E E T S ' 3 4 . 6 0 5 = . L E S E S S A R G E R U T L U C O N O M I G N G D E L E E T S ' 8 8 . 5 0 5 = . L E R E V O C D N U O R G 8 0 5 EL.= 508.51' EL.= 507.51' 14" LO 16.5" LO 507 WILD FESCUE GRASS STEEL EDGING DROUGHT TOLERANT GRASSES K L A W G N T S I I X E O M E D 505.5 NEW CARPORT 6 0 5 I E S U O H H T W L E L L A R A P N O B B R F O E G D E I 505.3 LAYOUT POINT FOR BEND IN DRIVE 1'-8 1/4" VERIFY 25' FRONT YARD SETBACK 5 0 5 3'-0" 2'-6" 3'-0" E N I L Y T R E P O R P O T L E L L A R A P N O B B I R " 0 - ' 3 F O E G D E E N I L Y T R E P O R P O T L E L L A R A P N O B B I R " 0 - ' 3 F O E G D E I J T N O N O I S N A P X E EL.= 507.23' CONCRETE STEP EL.= 506.23' MONO CULTURE GRASSES MONO CULTURE GRASSES EXPANSION JOINT EXPANSION JOINT PEASTONE TERRACE GROUND COVER 4 0 5 2% MAX SLOPE FOR FUTURE SIDEWALK 3 0 5 " 1 - ' 5 " 0 - ' 2 " 0 - ' 4 5 0 7 7 0 5 6 0 5 5 0 5 4 0 5 2'-6" 10'-0" 2'-6" 3 0 5 NEW CONCRETE APRON PER CITY OF AUSTIN REQUIREMENTS 2 0 5 1 0 5 SF-3-NP 7270 SF 0 1192 SF 936 SF 241 SF 157 SF 98 SF 7 SF 29 SF 2660 SF 2908 SF 2660 SF 131 SF 278 SF 17 SF 66 SF 9 SF 18 SF 48 SF 29 SF 3256 SF 3272 SF 1192 SF 936 SF 2128 SF 2908 SF LOT ZONING TOTAL LOT SIZE BUILDING COVER CALCULATIONS PRINCIPLE STRUCTURE CONDITIONED RENOVATION PRINCIPLE STRUCTURE ADDITION CARPORT SCREEN PORCH WOOD DECK @ 50% (196 SF) SIDE PORCH DOGTROT SIDE PORCH TOTAL BUILDING COVERAGE (PROPOSED) @36.5% TOTAL BUILDING COVERAGE ALLOWED @ 40% IMPERVIOUS COVER CALCULATIONS TOTAL BUILDING COVERAGE CONCRETE POOL SURROUND RIBBONS FRONT YARD STEPS FRONT PORCH AC CONCRETE PAD POOL EQUIPMENT POOL STAIR BBQ AREA TOTAL IMPERVIOUS COVER (PROPOSED) @ 44.7% IMPERVIOUS COVER ALLOWED @ 45% FLOOR AREA RATIO CALCULATIONS (FAR) 1ST FLOOR (EXCLUDING PORCHES) (FAR) ADDITION (FAR) TOTAL (PROPOSED) @ 26% (FAR) TOTAL ALLOWED @ 40% 1. NO MATERIAL OR DUMPSTER STORAGE OVER THE 1 2. PEDESTRIAN TRAFFIC AND STORAGE ONLY IN THE 1 WITH 2 LAYERS OF 1" PLYWOOD SEPARATED BY 2X4 WILL BE USED IN ALL PEDESTRIAN TRAFFIC AND STORAGE AREAS INSIDE THE CRZ. 3. LIMITED SIZE EQUIPMENT AND TRAFFIC INSIDE THE 1 4 CRZ. 2 CRZ 2 CRZ. CONTRACTOR TO PROPOSE DUMPSTER LOCATION, MATERIAL DROP OFF AND STORAGE AREAS, FENCING, AND GATE LOCATIONS TO ARCHITECT PRIOR TO BEGINNING OF CONSTRUCTION CONTRACTOR TO SEE TREE PLAN FOR PROTECTION OF CRITICAL ROOT ZONE DURING CONSTRUCTION AND TRAFFIC. ALL TREES ON SITE TO BE GIVEN MEASURES TO AVOID DAMAGE BEFORE, DURING CONSTRUCTION TABLE OF CONTENTS SP1: SITE PLAN / TREE PROTECTION A0.0: DOOR & WINDOW SCHEDULES A0.1: DOOR & WINDOW SCHEDULES A1.0: FLOOR PLAN A2.0-A2.1: EXTERIOR ELEVATIONS A3.0-A3.1: BUILDING SECTIONS A4.0-A4.4: WALL SECTIONS & SECTION DETAILS A5.0-A5.5: PLAN DETAILS A6.0-A6.4: INTERIOR ELEVATIONS MEP1: ELECTRICAL AND LIGHTING PLAN MEP2: SCHEDULE AND SYMBOLS S1: FOUNDATION PLAN S2 CEILING FRAMING PLAN S3: ROOF FRAMING PLAN S4 FOUNDATION DETAILS S5: ROOF DETAILS S6: ROOF DETAILS & BRACING PLAN S7: STRUCTURAL NOTES S8: STRUCTURAL NOTES 1/2 CRZ R12'-5" 1/4 CRZ R5'-9" TREE PROTECTION DIAGRAM SITE NOTES 1.) SITE PLAN BASED ON SURVEY OF 508 E. MARY STREET LOT 14, BLOCK 9, BLUE BONNET HILLS ADDITION, VOLUME 3, PAGE 139 ACCORDING TO THE MAP OR PLAT THEREOF, DATED FEBRUARY 6, 2018, BY "SURVEY WORKS AUSTIN. JOB NO. 18-0004 2.) P6.) LIMIT AREAS OF STOCKPILED MATERIAL TO AREAS APPROVED BY ARCHITECT.DETERMINE EXACT LOCATION OF NEW STRUCTURES IN FIELD WITH ARCHITECT 3.) PROVIDE UNDERGROUND ELECTRICAL SERVICE FROM NEW ELECTRICAL UTILITY POLE. COORDINATE DESIGN & DETAILS WITH UTILITY COMPANY. COORDINATE LOCATION OF UTILITY LINES & PANEL LOCATIONS WITH ARCHITECT 4..) PROTECT TREES, ROCK OUT CROPPINGS, AND NATURAL SITE FEATURES DURING CONSTRUCTION. MINIMIZE SITE DISTURBANCE TO PROJECT LIMIT LINE. 5.) LIMIT AREAS OF STOCKPILED MATERIAL TO AREAS APPROVED BY ARCHITECT. 7.) CONTRACTOR TO COMPLY WITH THE TREE PROTECTION REQUIREMENTS OF THE CITY OF AUSTIN. FOLLOW TREE PROTECTION PLAN PROVIDED BY VINCENT DEBROCK OF HERITAGE TREES;CONSULTING ARBORIST. SITE KEY PROPOSED NEW CONSTRUCTION ITEM ON SITE TO BE DEMOLISHED PROTECTED (OR) HERITAGE TREE CRZ TREE TO BE REMOVED TREE AND CANOPY WOOD FENCE METAL FENCE OVERHEAD LINE UTILITY POLE WATER METER GAS METER GRADE POINT ELECTRIC PANEL & METER WM EM G 647.25 REVISIONS NICK DEAVER Architect 606 Highland Avenue Austin, Texas 78703 www.nickdeaver.com 03/16/21 PHASE: CONSTRUCTION DOCUMENTS PROJECT: FISHER/CASTELLANO Residence 508 E. MARY STREET AUSTIN, TX 78704 PROJECT MANAGER: DRAWING NAME: SITE PLAN DRAWN BY: JD CHECKED BY: JOB #: ND 277 277 FISHER/CASTELLANO C 2021 nickdeaverarchitect 03.16.21 DATE: SCALE: SHEET: SP1 SITE PLAN (24X36 SHEET) SCALE = 1:10 (11X17 SHEET) SCALE = 1:20 PLAN TRUE 508 East Mary 4’ Above Grade 506 E. Mary - Loose stone stabalizing slope and wood retaining 503 E. Mary - Rubble, wood and loose limestone retaining 514 E. Mary - Concrete wall and mortored field stone retaining 515 E. Mary - 18” high concrete block and 4-12” Steel edging 505 E. Mary - Steel edging and loose limestone retaining 507 E. Mary - dry laid stone raised planter 511 E. Mary - Wood deck terrace with 12” steel planter 100’ 1707 Drake Street 12”-16” high steel retaining 1709 Drake street 12”-16” high mortared limestone retaining with deep raked joints 1707 and 1709 Drake Street BEFORE 602 Highland Ave. Steel Edging 606 Highland Ave. Steel Edging • 12” Maximum limestone retaining wall • Typical landscape materials in neighborhood: (chosen for utility and economy) o Dry laid stone, Mortared Field Stone, Concrete - poured, Concrete - block, Wood, Steel edging