10 - 1703 Newning - Site Plan — original pdf

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SITE INFORMATION EXISTING TREE LEGEND (P) PORTION OF CRZ COVERED TOTAL AREA CRZ COVERED EXISTING TREE A 16" LIVE OAK 106 SF (DRIVEWAY + CAR PULL OFF) 804 SF EXISTING TREE B 22" LIVE OAK EXISTING TREE C 21" LIVE OAK EXISTING TREE D 24" LIVE OAK 737 SF (NEW RESIDENCE + NEIGHBOR RESIDENCE) 594 SF (NEW RESIDENCE + POOL + DECK + NEIGHBOR RESIDENCE) 437 SF (POOL + NEIGHBOR RESIDENCE) EXISTING TREE E 24" LIVE OAK 183 SF (NEIGHBOR RESIDENCE) 1,521 SF 1,385 SF 1,810 SF 1,412 SF 13 % 48 % 43 % 24 % 13 % BARRIER SHOULD EXTEND FULL DIAMETER OF THE TREE CROWN NOTE: SITE PLAN BASED FROM SURVEY DATED JUNE 26, 2024 PREPARED BY ALL POINTS SURVEYING LOCATED AT: 1714 FORTVIEW ROAD - SUITE 200, AUSTIN, TX 78704. P - 512.440.0071 NOTE: ALL STRUCTURES MUST MAINTAIN 7'-6" CLEARANCE FROM AE ENERGIZED DISTRIBUTION POWER LINES. ENFORCED BY AE AND NESC CODES-THIS REVIEW DOES NOT INCLUDE TRANSMISSION POWER LINES NOTE: PRIOR TO CONSTRUCTION, PROTECTIVE FENCING IS REQUIRED AROUND ALL PROTECTED TREES WITHIN THE LIMITS OF CONSTRUCTION. FENCING SHOULD BE INDICATED TO PROTECT THE ENTIRE CRITICAL ROOT ZONE AREA OR AS MUCH OF THE CRITICAL ROOT ZONE AS IS PRACTICAL. WHEN THE PROTECTIVE FENCING CANNOT INCORPORATE THE ENTIRE 1/2 CRITICAL ROOT ZONE, 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 OF THE CRITICAL ROOT ZONE. NOTE: IT IS THE ARCHITECT'S AND OWNER'S INTENT TO PROTECT ALL TREES IN PROXIMITY TO CONSTRUCTION AREA FROM DAMAGE OR INJURY DUE TO CONSTRUCTION. THE SUGGESTIONS FOR TREE PROTECTION PROVIDED ABOVE ARE EXPLICITLY NOT GUARANTEED TO FULLY PROTECT THE TREES. IT IS HIGHLY RECOMMENDED THAT A TREE SPECIALIST BE HIRED AND THAT SUCH COST BE REVIEWED WITH OWNER FOR APPROVAL PRIOR TO PROCUREMENT OF TREE SPECIALIST SERVICES. IF CONTRACTOR DOES NOT REVIEW WITH OWNER HIS OR HER WILLINGNESS OR NON-WILLINGNESS TO HIRE SUCH SPECIALIST, THEN IT WILL BE CONSTRUED AS CONTRACTOR'S WILLINGNESS TO ACCEPT LIABILITY FOR PROTECTING THE TREES FROM ANY DAMAGE THROUGHOUT THE CONSTRUCTION PROCESS. INFORMATION BASIC REQUIREMENTS PROPERTY ADDRESS 1703 NEWNING AVENUE, AUSTIN TX, 78704 LEGAL DESCRIPTION PROPERTY ZONING SF-3-NP LOT SQUARE FOOTAGE 8,772 SF IMPERVIOUS COVERAGE 3,919 SF (44.7%) BUILDING COVERAGE 3,108 SF (35.4%) FLOOR AREA RATIO 3,479 SF (39.7%) NOTE: CONCRETE TRUCK: IF HEAVY EQUIPMENT WILL BE ROLLING OVER ANY AREA OF THE FULL CRZ OF PROTECTED TREES, PROVIDE 3/4" PLYWOOD OVER 2x4 LUMBER 12" LAYER OF MULCH TO BRIDGE OVER THE ROOTS AND PREVENT SOIL/ROOT COMPACTION. AFTER CONSTRUCTION IS COMPLETED, SPREAD MULCH AROUND THE SITE TO LEAVE A MAX LAYER OF 3" WITHIN THE ROOT ZONE NOTE: NEW FLATWORK: IF NEW FLATWORK OCCURS IN ANY AREA OF THE FULL CRZ OF PROTECTED TREES, PROVIDE NO MORE THAN 4" OF FLATWORK MATERIAL. NOTE: NEW TRENCHING FOR UTILITY: ALL UTILITY LINES AND TRENCHING TO STAY CLEAR OF 1/2 CRZ OF ALL PROTECTED TREES IF NEW UTILITY TRENCHING OCCURS IN THE 1/2 CRZ OF ALL PROTECTED TREES IT MUST BE COMPLETED WITH HAND TOOLS/ AIR SPADING. IF TRENCHING WITHIN THE FULL CRZ EXCEEDS 50%, WORK IS TO BE COMPLETED WITH HAND TOOLS/ AIR SPADING TO LIMIT DISTURBANCE. GALV'D CHAIN LINK FENCE MATERIAL SUPPORTED BY GALV'D MTL FENCE POSTS OR EQUIVALENT CONSTRUCTION FENCE. THIS METHOD PROTECTS TREE FROM ROOT COMPACTION FROM CONSTRUCTION EQUIPMENT. 12 GA. WIRE (OR STRAPS) STAPLED TO 2X4s. THIS METHOD PROTECTS TRUNK FROM DAMAGE BY CONSTRUCTION EQUIPMENT. IT DOES NOT PROTECT ROOTS FROM COMPACTION. TREE TRUNK PROTECTION TREE DIAGRAMS 1/8" = 1'-0" TREE TRUNK PROTECTION 40' - 0" MCMANSION TENT 1 40' - 0" MCMANSION TENT 2 40' - 0" MCMANSION TENT 3 24' - 4" MCMANSION TENT 4 EXISTING WATER METER, REFER TO TAP PLAN WM 554.68' PROPOSED WATER UTILITY TRENCH ROUTE PROPOSED WASTE WATER CLEAN OUT PROPOSED WASTE UTILITY TRENCH ROUTE 48" H. ENTRY GATE S 71° 22' 30" E 170.23' " 0 - ' 4 5 5 " 0 - ' 3 5 5 GRADE EL.: 551' - 10 3/4" 5 5 2 ' - 0 " 5 5 1 ' - 0 " 8 3 . 8 ) " 2 / 1 4 - 8 ( ' 0 0 . 5 ) " 0 - 5 ( ' K C A B T E S 5 5 0 ' - 0 " 9' - 0" 54 AC PADS 548' - 0" POOL EQUIPMENT PAD 5 4 7' - 0 " 553.87' HIGH PT TENT 1 550.48' HIGH PT TENT 2 GRADE EL.: 553' - 6" N 71° 02' 18" W 185.24' 548.00' HIGH PT TENT 3 " 0 - ' 3 5 5 0 1 . 5 ) " 1 - 5 ( ' CORTEN WALL 0 0 . 5 ) " 0 - 5 ( ' K C A B T E S 48" H. ENTRY GATE CORTEN STEEL AND GRAVEL SITE STAIR GRADE EL.: 546' - 8 1/4" " 0 - ' 5 4 5 " 0 - 4' 4 5 " 3' - 0 4 5 R 5' - 3 5/8" 1/4 CRZ R 10' - 7 1/4" 1/2 C R Z - 2 1 / 2 " R 2 1 ' F U L L C R Z TREE E 5 4 0 541.72' 4 0 . 5 ) " 2 / 1 0 - 5 ( ' 5 4 6 ' - 0 " F R 21' - 0" ULL C R Z 545' - 0" GRADE EL.: 546' - 5 1/2" 5 4 4' - 0 " 5 4 3 ' - 0 " 5 4 2' - 0 " 47.71 (47'-8 1/2") R 5' - 3" 1/4 CRZ TREE C R 10' - 6" 1/2 CRZ CORTEN WALL DECK POOL DIMENSIONED FROM SOUTHEAST CORNER OF FOUNDATION AT COVERED PATIO " 4 - ' 2 18' - 6" SPA 8' - 0" x 8' - 0" 47.27 (47'-3") BEACH 12' - 0" x 8' - 0" 10.00 (10'-0") SETBACK POOL 26' - 0" x 8' - 0" POOL COPING R 12' - 0" 1/2 CRZ R 6' - 0" 1/4 CRZ R 11' - 0" 1/2 CRZ TREE B 545.00' HIGH PT TENT 4 1 9 . 6 ) " 1 1 - 6 ( ' R 5' - 6" 1/4 C R Z F R U 2 L L C 2 ' - 0 " R Z 5 4 1 ' 2 1 . 0 5 W " 4 1 ' 8 1 ° 9 1 S TREE D R 24' - 0" FULL CRZ 541.84' 5' 4 . 1 5 3' 0 . 0 6 2 = R E " 9 4 6' 1 ° 6 3 N = C 4' 5 . 1 5 = A E V G A NIN W E N R 4' - 0" 1/4 C R Z R 8' - 0" 1/2 CRZ " 0 - ' 9 4 I H T D W E T S I R 5' - 0" 25.96 (25'-11 1/2") CORTEN WALL 6 ' - 0 " L C L Z R R 1 F U TREE A R E T N A L P 25.00 (25'-0") SETBACK PERMEABLE PAVER DRIVEWAY " 0 - ' 2 1 . I N M Y A W E V R D I " 0 - ' 5 5 5 45.12 (45'-1 1/2") " 0 - ' 4 5 5 NEW 12’-0” WIDE CONCRETE DRIVEWAY PER COA STANDARD DETAIL 433S-1 SIDEWALK TIE-IN LOCATION EXISTING UTILITY POLE R 5 ' - 0 " 555.36' 1 SITE PLAN 1/8" = 1'-0" USE OF ARCHITECTS DOCUMENTS: THESE DOCUMENTS PREPARED BY THE ARCHITECT ARE INSTRUMENTS OF SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT, AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THE ARCHITECT SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT(S). THE OWNER SHALL NOT REUSE OR PERMIT THE REUSE OF THESE DOCUMENTS INCLUDING ANY DESIGN & CONSTRUCTION DEVELOPMENT, CHANGES OR ALTERATIONS TO THESE DOCUMENTS, WITHOUT THE WRITTEN ACKNOWLEDGEMENT AND AUTHORIZATION OF THE ARCHITECT OWNER : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 Consultant Logo GENERAL CONTRACTOR : FERGIE TIME LLC 2407 S.CONGRESS AVE., STE E-128 AUSTIN, TX 78704 512.426.1039 STRUCTURAL ENGINEER : SEC SOLUTIONS LLC MARCOS E. DEQUEIROGA, P.E. 1775 CR 279 SUITE D101 LIBERTY HILL, TX 78642 512.785.8446 1703 NEWNING AVE. 1703 NEWNING AVE. AUSTIN, TX 78704 No. Description Date PROGRESS: PERMIT DRAWINGS CONSTRUCTION DOCUMENTS Project Number 2402 Drawn by RV / RK Checked by BB Date 07.12.24 22x34 SHEET = SCALE AS NOTED 11x17 SHEET = 1/2 SCALE AS NOTED SITE PLAN A010 7/12/2024 3:29:22 PM