13.4 - 4200 Wilshire - Austin Water Approved WWWSPV — original pdf

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Water/Wastewater Service Plan Verification Form (WWWSPV) 6310 Wilhelmina Delco Drive | 512-972-1000 Option 3 | AWTaps@austintexas.gov Service Address: Lot: ALL FIELDS ARE REQUIRED Block: Subdivision: Will the dwelling units be demolished? Are there multiple dwelling units on the lot? Land Status or re-subdivision? Original Address: Are new dwelling units being built? Is this a corner lot? Existing Lot Use: Proposed Use: If SFR, sq ft: If Proposed Use is Other, describe the structure to be built: Existing Bath Count: Additional Bath Count: Proposed Bath Count Meter #1: Meter #2: Existing protected trees to remain on lot? Refer to the City Arborist website for required levels of tree protection. Water meters and wastewater cleanouts are not permitted in sidewalks or driveways Relocation of services from sidewalks or driveways shall be performed at the applicant's expense. The applicant listed below attests that the information provided is deemed accurate and complete based on available records. The applicant is responsible to confirm the location and suitability of existing water and wastewater services. The applicant may be responsible for costs associated to corrections due to incomplete or invalid information provided. Applicant Name Date Applicant Phone Applicant Email Submit this form along with plot plan, site plan or building plan to AWTaps@austintexas.gov. Plans must clearly mark all utilities and any tree critical root zones. Failure to comply may result in this form being rejected. Austin Water Use Only - Submit supporting documentation to Applicant when responding Water main size: Water service size: Water service material: Existing water service line/meter location: Existing Meter #s: Shared service? Proposed new meter size(s): Existing meter size(s): If Yes, meter #/size/address: Wastewater main size: WW service size: Clean-out location: WO denoting WW service line work: Water or wastewater main located on property? REQUIRED ACTIONS Secondary Address Needed? Land Status Determination Needed? Meter Purchase Required? Utility Plan Required? Comments Taps Permitting Office Staff Signature Date of Signature Stamp WWWSPV Form - revised 10/2/2023 116 118 117 103 101 104 102 112 110 111 106 107 105 108 109 113 101 102 103 104 105 106 107 108 109 110 111 112 113 116 117 118 TREE TABLE TREE TAG NO. TREE TYPE 15.5" CEDAR ELM 14" CEDAR ELM 13.5" CEDAR ELM 11.5" CEDAR ELM 19" CEDAR ELM 18" CEDAR ELM 14.5" CEDAR ELM 15" CEDAR ELM 16" CEDAR ELM 10" CEDAR ELM 18" CEDAR ELM 19.5" CEDAR ELM 10" CEDAR ELM 19" CEDAR ELM 29" CEDAR ELM 11" CEDAR ELM PARCEL CURVE DATA CURVE LENGTH CHORD DIRECTION RADIUS DELTA C1 100.51' 96.68' S01°26'48"E 104.47' 55°07'20" (C1) 100.17' 96.38' S01°24'01"W 104.47' 54°56'22" SITE PLAN NOTES 1. ALL SPOT ELEVATIONS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 2. BENCHMARK TO BE VERIFIED WITH ARCHITECT PRIOR TO CONSTRUCTION. 3. GC IS RESPONSIBLE FOR PROTECTING AND REPAIRING ADDITIONAL DAMAGE ARISING DURING BOTH DEMOLITION PHASE AND NEW CONSTRUCTION PHASE ON EXISTING PARTITIONS, FINISHES, INTERIOR AND EXTERIOR BUILDING ELEMENTS THAT ARE TO REMAIN, AS WELL AS EXISTING DESIGNED LANDSCAPE AND EXTERIOR IMPROVEMENTS TO REMAIN, INCLUDING BUT NOT LIMITED TO FLATWORK, WALLS, FENCES, GATES, SHADE STRUCTURES, PLANTERS, AND TREES AND VEGETATION. 4. TREE PROTECTION FENCING IS REQUIRED FOR ALL EXISTING TREES 19 INCHES IN DIAMETER (60 INCHES IN CIRCUMFERENCE) WITHIN THE LIMITS OF CONSTRUCTION. FENCING SHOULD PROTECT THE ENTIRE CRITICAL ROOT ZONE (CRZ) AREA. FENCING IS REQUIRED TO BE CHAIN-LINK MESH AT A MINIMUM HEIGHT OF FIVE FEET. A 6-INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. REFERENCE G-000 SERIES FOR ADDITIONAL TREE PROTECTION INFORMATION. 5. REFERENCE A-100 SERIES FOR FLOOR PLANS AND ADDITIONAL INFORMATION. 6. EROSION AND SEDIMENT CONTROL AS REQUIRED BY LOCAL ORDINANCES. 7. TREES 19" AND LARGER SHOWN FOR REFRENCE. 8. REFER TO G-000 SERIES FOR ADDITIONAL SURVEY INFORMATION 1551 Springlake Drive Unit B Dripping Springs, TX 78620 emadiarch.com // 210.606.7880 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN M. ELLIS, ARCHITECT TEXAS REGISTRATION NO. 26970 THIS DOCUMENT IS NOT TO BE USED FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Project // Hughes Residence Key Plan // TREE ROOT ZONE LEGEND 4200 Wilshire Pkwy, Austin, TX 78722 Client // Meghan Hughes Consultants // General Contractor: Structural Engineer: Archive Properties LLC 777 Shady Lane, Unit 12, Austin 78702 412.496.1262 FORT Structures 2120 E 7th St Ste 200, Austin, TX 78702 512.817.9264 IMPACTING ELEMENT IMPACT TO CRZ FULL CRZ 1/2 CRZ 1/4 CRZ APPROX CENTER OF TREE WATER METER TREE PROTECTION NOTES 1. REFERENCE CITY OF AUSTIN TREE PROTECTION STANDARDS FOR COMPLETE INFORMATION AND REQUIREMENTS. 2. UTILITIES IN 1/2 CRZ TO HAVE TOP 30" OF SOIL AIR SPADED BY CERTIFIED ARBORIST. 3. LIMITS OF CONSTRUCTION TO BE BOUND BY PROPERTY LINES 4. SEE STRUCTURAL FOUNDATION DETAILS FOR ADDITIONAL CRZ REQUIREMENTS 5. ALL TREES AND NATURAL AREAS SHOWN ON PLAN TO BE PRESERVED SHALL BE PROTECTED DURING CONSTRUCTION WITH TEMPORARY FENCING. 6. PROTECTIVE FENCES SHALL BE ERECTED AS DETAILED FOR THE TREE PROTECTION, THE FENCE SHALL CONSIST OF 5 FT. TALL CHAIN LINK FENCING MATERIAL AND NON- MOVABLE POSTS INSTALLED AT 8 FT INTERVALS OR LESS. 7. PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION WORK (CLEARING, GRUBBING, AND GRADING), AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF THE PROJECT. 8. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN SOIL BUILD-UP WITHIN TREE DRIP LINES. 9. PROTECTIVE FENCES SHALL COMPLETELY SURROUND THE TREES OR GROUP OF TREES AND WILL BE LOCATED AT THE OUTERMOST LIMIT OF BRANCHES (DRIP LINE). SIGNS IN ENGLISH AND SPANISH, VISIBLE FROM ALL DIRECTIONS, SHALL BE PLACED ON THE FENCE TO INFORM WORKERS OF THE PURPOSE FOR THE BOUNDARY. FOR NATURAL AREAS, PROTECTIVE FENCES SHALL FOLLOW THE LIMIT OF CONSTRUCTION LINE, IN ORDER TO PREVENT THE FOLLOWING: A. SOIL COMPACTION IN THE ROOT ZONE AREA RESULTING FROM VEHICULAR TRAFFIC OR STORAGE OF EQUIPMENT OR MATERIALS; B. ROOT ZONE DISTURBANCES DUE TO GRADE CHANGES (GREATER THAN 6 INCHES CUT OR FILL) OR TRENCHING NOT INDICATED ON PLANS; C. WOUNDS TO EXPOSED ROOTS, TRUNK OR LIMBS BY MECHANICAL EQUIPMENT D. OTHER ACTIVITIES DETRIMENTAL TO TREES SUCH AS CHEMICAL STORAGE, CEMENT TRUCK CLEANING, AND FIRE, 10. EXCEPTIONS TO INSTALLING PROTECTIVE FENCES AT CRITICAL ROOT ZONES (THE CRITICAL ROOT ZONE IS DEFINED AS THE DRIPLINE OF THE TREE OR 12' RADIAL DISTANCE FROM THE TRUNK FOR EACH INCH OF TRUNK DIAMETER MEASURED AT 54" ABOVE GRADE) MAY BE PERMITTED IN THE FOLLOWING CASES: A. WHERE THERE IS TO BE AN APPROVED GRADE CHANGE, IMPERMEABLE PAVING SURFACE, TREE WELL, OR OTHER SUCH SITE DEVELOPMENT, ERECT THE FENCE APPROXIMATELY 2 TO FEET BEYOND THE AREA DISTURBED. B. WHERE PERMEABLE PAVING IS TO BE INSTALLED, ERECT THE FENCE AT THE OTHER LIMITS OF THE PERMEABLE PAVING AREA; C. WHERE TREES ARE CLOSE TO PROPOSED BUILDINGS, ERECT THE FENCE NO CLOSER THAN 6' TO THE BUILDING; 11. SPECIAL NOTE: FOR THE PROTECTION OF NATURAL AREAS, NO EXCEPTIONS TO INSTALLING FENCES AT THE LIMIT OF CONSTRUCTION LINE WILL BE PERMITTED. 12. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN A FENCE BEING CLOSER THAN 5 FEET TO A TREE TRUNK, PROTECT THE TRUNK WITH STRAPPED-ON PLANKING TO A HEIGHT OF 8 FEET (OR TO THE LIMITS OF LOWER BRANCH) IN ADDITION TO THE REDUCED FENCING. 13. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN AREAS OF UNPROTECTED ROOT ZONES, THOSE AREAS SHOULD BE COVERED WITH 8 INCHES OF COARSE ORGANIC MULCH TO MINIMIZE SOIL COMPACTION. 14. ALL GRADING WITHIN PROTECTED ROOT ZONE AREAS SHALL BE DONE BY HAND OR WITH AN AIR SPADE TOOL TO MINIMIZE ROOT DAMAGE. PRIOR TO GRADING, RELOCATE PROTECTIVE FENCES TO 2 FEET BEHIND THE GRADE CHANGE AREA, IN NO CASE SHALL THE FENCING BE LOCATED CLOSER TO THE TREE TRUNK THAN SIX TIMES THE DIAMETER OF THE TRUNK. 15. ANY ROOTS EXPOSED, CUT, OR TORN BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH WITH THE SOIL AND THE WOUND SHALL BE PAINTED WITH STANDARD TREE WOUND DRESSING. TREE WOUND DRESSING SHALL BE EITHER TREEKOTE AEROSOL OR TANGLEFOOT PRUNING SEALER (OR APPROVED EQUAL). BACKFILL ROOT AREAS WITH GOOD QUALITY TOP SOIL AS SOON AS POSSIBLE. IF EXPOSED ROOT AREAS ARE NOT BACKFILLED WITHIN 2 DAYS, COVER THEM WITH ORGANIC MATERIAL IN A MANNER WHICH REDUCES SOIL TEMPERATURE AND MINIMIZED WATER LOSS DUE TO EVAPORATION. 16. PRIOR TO EXCAVATION OR GRADE CUTTING WITHIN TREE DRIPLINES, MAKE A CLEAN CUT BETWEEN THE DISTURBED AND UNDISTURBED ROOT ZONES WITH A ROCK SAW OR SIMILAR EQUIPMENT TO MINIMIZE DAMAGE TO REMAINING ROOTS, SEVERED ROOTS ON THE UNDISTURBED SIDE OF THE EXCAVATION SHALL BE CUT CLEANLY AND PAINTED WITH STANDARD TREE WOUND DRESSING. 17. TREES MOST HEAVILY IMPACTED BY CONSTRUCTION ACTIVITIES SHOULD BE WATERED DEEPLY ONCE A WEEK DURING THE GROWING SEASON. THE WEEKLY TOTAL OF NATURAL RAINFALL AND SUPPLEMENTAL WATER SHOULD BE THE EQUIVALENT OF 1 INCH OR 750 GAL./1000 SQ. FT. TREE CROWNS SHOULD BE SPRAYED WITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION ON THE LEAVES. 18. ANY TRENCHING REQUIRED FOR THE INSTALLATION OF LANDSCAPE IRRIGATION SHALL BE PLACED AS FAR FROM EXISTING TREE TRUNKS AS POSSIBLE TRENCHING WITHIN THE 1/2 CRITICAL ROOT ZONE SHALL BE PERFORMED BY HAND EXCAVATION OR WITH AN AIR SPADE TOOL. 19. NO LANDSCAPE TOPSOIL DRESSING GREATER THAN 4 INCHES SHALL BE PERMITTED WITHIN THE DRIPLINE OF TREES. NO SOIL OR MULCH IS PERMITTED ON THE ROOT FLARE OF ANY TREE. 20. PRUNING TO PROVIDE CLEARANCE FOR STRUCTURES, VEHICULAR TRAFFIC AND EQUIPMENT SHALL TAKE PLACE BEFORE CONSTRUCTION BEGINS. 21. ALL FINISHED PRUNING MUST BE DONE ACCORDING TO RECOGNIZED, APPROVED STANDARDS OF THE INDUSTRY (REFERENCE THE NATIONAL ARBORIST ASSOCIATION PRUNING STANDARDS FOR SHADE TREES) 22. DEVIATIONS FROM THE ABOVE NOTES MAY RESULT IN FINES IF THERE IS SUBSTANTIAL NONCOMPLIANCE OR IF A TREE SUSTAINS DAMAGE AS A RESULT. 23. TREES APPROVED FOR REMOVAL SHALL BE REMOVED IN A MANNER WHICH DOES NOT IMPACT TREES TO BE PRESERVED OR THEIR ROOT ZONES. Project Issue // Design Development Review - Not for Construction Date // June 06, 2024 Revision History // Any reproductions, alteration, modifications, usage or incorporation into other documents may not occur without the prior written permission of EMADI Architecture, LLC. © 2024 EMADI Architecture, LLC Sheet Name // SITE PLAN - EXISTING -4' 0 4' 8' 16' Sheet Number // AS-100-E TRUE NORTH PROJECT NORTH O H E O H E O H E N 7 2 4 4 ' 5 1 " E 1 2 . 4 8 ' 5 7 5 O R I G I 0 8 5 5 ' P . U . E . N A L L O T L I N E 9 7 5 HE O HE O HE O E E " " 4 4 8'0 0' 8'0 0' 1 1 5 . 5 1 . 1 3 2 3 2 1 1 N N 575 3 7 5 TREE # 117 29" CEDAR ELM 5 8 2 O R I G I N A L L O T L I N E N 7 2 4 4 ' 5 1 " E 1 2 5 . 8 3 ' 1 0 ' B . L . 5 8 3 GAS METER LEGAL DESCRIPTION: LOT 4 OF WILSHIRE PARK, A SUBDIVISION RECORDED IN BOOK 4, PAGE 255 ELECTRIC METER 5' P.U.E. 1 8 5 TREE # 116 19" CEDAR ELM UTILITY POLE AXEL UTILITY LINES 2 8 5 TREE # 118 11" CEDAR ELM 10' B.L. N 75 30'28"W 117.37' FIRE HYDRANT TREE # 112 19.5" CEDAR ELM TREE # 113 10" CEDAR ELM TREE # 111 18" CEDAR ELM EXISTING GRAVEL DRIVEWAY TREE # 107 14.5" CEDAR ELM . L . L . B . B ' 5 ' 5 2 2 TREE # 109 16" CEDAR ELM TREE # 108 15" CEDAR ELM 3 8 5 TREE # 105 19" CEDAR ELM W " 5 3'5 2 1 0 S 7' 3 . 6 9 ORIGINAL LOT LINE TREE # 104 11.5" CEDAR ELM TREE # 103 13.5" CEDAR ELM TREE # 101 15.5" CEDAR ELM TREE # 102 14" CEDAR ELM WASTEWATER CLEAN-OUT WASTEWATER MANHOLE 1 SITE PLAN - EXISTING 1/8" = 1'-0" SITE PLAN NOTES DEMOLITION PLAN NOTES 1. ALL SPOT ELEVATIONS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. 1. THE DIMENSIONS ON THIS SHEET ARE TO FACE OF STUD AND/OR MASONRY, NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. CENTERLINE OF COLUMN/BEAM, AND FACE OF AWNING, UNLESS NOTED OTHERWISE. 2. BENCHMARK TO BE VERIFIED WITH ARCHITECT PRIOR TO CONSTRUCTION. 2. GC TO FIELD VERIFY ALL DIMENSIONS PRIOR TO DEMOLITION TO VERIFY EXTENT OF 3. GC IS RESPONSIBLE FOR PROTECTING AND REPAIRING ADDITIONAL DAMAGE ARISING DURING BOTH DEMOLITION PHASE AND NEW CONSTRUCTION PHASE ON EXISTING PARTITIONS, FINISHES, INTERIOR AND EXTERIOR BUILDING ELEMENTS THAT ARE TO REMAIN, AS WELL AS EXISTING DESIGNED LANDSCAPE AND EXTERIOR IMPROVEMENTS TO REMAIN, INCLUDING BUT NOT LIMITED TO FLATWORK, WALLS, FENCES, GATES, SHADE STRUCTURES, PLANTERS, AND TREES AND VEGETATION. 4. TREE PROTECTION FENCING IS REQUIRED FOR ALL EXISTING TREES 19 INCHES IN DIAMETER (60 INCHES IN CIRCUMFERENCE) WITHIN THE LIMITS OF CONSTRUCTION. FENCING SHOULD PROTECT THE ENTIRE CRITICAL ROOT ZONE (CRZ) AREA. FENCING IS REQUIRED TO BE CHAIN-LINK MESH AT A MINIMUM HEIGHT OF FIVE FEET. A 6-INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. REFERENCE G-000 SERIES FOR ADDITIONAL TREE PROTECTION INFORMATION. 5. REFERENCE A-100 SERIES FOR FLOOR PLANS AND ADDITIONAL INFORMATION. 6. EROSION AND SEDIMENT CONTROL AS REQUIRED BY LOCAL ORDINANCES. 7. TREES 19" AND LARGER SHOWN FOR REFRENCE. 8. REFER TO G-000 SERIES FOR ADDITIONAL SURVEY INFORMATION TREE ROOT ZONE LEGEND IMPACTING ELEMENT IMPACT TO CRZ FULL CRZ 1/2 CRZ 1/4 CRZ APPROX CENTER OF TREE DEMO TO ACCOMMODATE NEW WORK. IF A DISCREPANCY OR UNFORESEEN CONDITION IS IDENTIFIED, NOTIFY THE ARCHITECT IMMEDIATELY. 3. DO NOT SCALE THE DRAWINGS. IF A SPECIFIC DIMENSION IS NOT GIVEN, CONTACT THE ARCHITECT FOR CLARIFICATION. 4. GC IS RESPONSIBLE FOR PROTECTING AND REPAIRING ADDITIONAL DAMAGE ARISING DURING BOTH DEMOLITION PHASE AND NEW CONSTRUCTION PHASE ON EXISTING PARTITIONS, FINISHES, INTERIOR AND EXTERIOR BUILDING ELEMENTS THAT ARE TO REMAIN, AS WELL AS EXISTING DESIGNED LANDSCAPE AND EXTERIOR IMPROVEMENTS TO REMAIN, INCLUDING BUT NOT LIMITED TO FLATWORK, WALLS, FENCES, GATES, SHADE STRUCTURES, PLANTERS, AND TREES AND VEGETATION. 5. IF CONTRACTOR ENCOUNTERS ANY HAZARDOUS OR SUSPECTED HAZARDOUS MATERIALS STOP WORK IMMEDIATELY AND NOTIFY OWNER FOR FURTHER INSTRUCTIONS. REFERENCE SITE ASSESSMENT AND ASBESTOS SURVEYS IF AVAILABLE. 6. ITEMS NOTED TO BE SALVAGED ARE TO BE RETURNED TO THE OWNER UNLESS OTHERWISE NOTED. SELECTIVELY AND CAREFULLY REMOVE, INVENTORY, AND STORE ALL EXTERIOR MASONRY. 7. TREE PROTECTION FENCING IS REQUIRED FOR ALL EXISTING TREES 19 INCHES IN DIAMETER (60 INCHES IN CIRCUMFERENCE) WITHIN THE LIMITS OF CONSTRUCTION. FENCING SHOULD PROTECT THE ENTIRE CRITICAL ROOT ZONE (CRZ) AREA. FENCING IS REQUIRED TO BE CHAIN-LINK MESH AT A MINIMUM HEIGHT OF FIVE FEET. A 6-INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. REFERENCE G-000 SERIES FOR ADDITIONAL TREE PROTECTION INFORMATION. 8. ALL MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT / INFRASTRUCTURE TO BE REVIEWED BY CONTRACTOR AND MEP ENGINEER PRIOR TO DEMOLITION TO IDENTIFY EQUIPENT THAT MUST BE REPLACED, REPAIRED, RELOCATED, OR REMOVED. PROTECT ALL EQUIPMENT, INVENTORY AND STORE EQUIPMENT THAT WILL BE REUSED. 9. CONFIRM EXTENT AND SCOPE OF WORK ON-SITE WITH GENERAL CONTRACTOR, ARCHITECT, MEP ENGINEER, OTHER PROJECT PARTICIPANTS/CONSULTANTS AND CLIENT IN A PRE-DEMOLITION MEETING PRIOR TO PROTECTING, OR REMOVING, ANY EXISTING CONDITIONS. 10. PROTECT ALL EXTERIOR DRY AND WET UTILITIES AND ALL OTHER EXISTING IMPROVEMENTS THAT MAY BE AFFECTED BY THE DEMOLITION WORK. 11. PROTECT ALL EXISTING NEIGHBOR INFRASTRUCTURE FOR ADJACENT NEIGHBOR. VERIFY IN FIELD OTHER NEIGHBOR SYSTEMS PRIOR TO ANY DEMOLITION OR CONSTRUCTION. Consultants // 12. SELECTIVELY AND CAREFULLY REMOVE, INVENTORY, AND STORE ANY FIXTURES OR MATERIALS THAT SHOULD BE REUSED, INCLUDING BUT NOT LIMITED TO, PLUMBING FIXTURES, TEGULAR GRID CEILINGS AND THEIR FIXTURES, DATA/TELECOM EQUIPMENT, EXISTING EQUIPMENT AND APPLIANCES, ETC. General Contractor: Structural Engineer: Archive Properties LLC 777 Shady Lane, Unit 12, Austin 78702 412.496.1262 FORT Structures 2120 E 7th St Ste 200, Austin, TX 78702 512.817.9264 1551 Springlake Drive Unit B Dripping Springs, TX 78620 emadiarch.com // 210.606.7880 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN M. ELLIS, ARCHITECT TEXAS REGISTRATION NO. 26970 THIS DOCUMENT IS NOT TO BE USED FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Project // Hughes Residence 4200 Wilshire Pkwy, Austin, TX 78722 Client // Meghan Hughes Key Plan // TREE # 112 19.5" CEDAR ELM TREE # 111 18" CEDAR ELM WATER METER N 7 2 4 4 ' 5 1 " E N 7 2 4 4 ' 5 1 " E 1 2 . 4 8 ' 1 2 . 4 8 ' 0 8 5 5 7 5 O R I G I N A L L O T L I N E 5 ' P . U . E . 9 7 5 E E " " 4 4 8'0 0' 8'0 0' 1 1 5 . 5 1 . 1 3 2 3 2 1 1 N N 575 3 7 5 1 8 5 TREE # 116 19" CEDAR ELM O R I G I N A L L O T L I N E N 7 2 4 4 ' 5 1 " E 1 2 5 . 8 3 ' N 7 2 4 4 ' 5 1 " E 1 2 5 . 8 3 ' 1 0 ' B . L . TREE # 113 10" CEDAR ELM 5 8 3 1 0 ' B . L . TREE # 117 29" CEDAR ELM 5 8 2 LEGAL DESCRIPTION: LOT 4 OF WILSHIRE PARK, A SUBDIVISION RECORDED IN BOOK 4, PAGE 255 EXISTING DECK TO BE DEMOLISHED EXISTING HOUSE TO BE DEMOLISHED TREE # 107 14.5" CEDAR ELM . L . L . B . B ' 5 ' 5 2 2 TREE # 109 16" CEDAR ELM TREE # 108 15" CEDAR ELM 3 8 5 TREE # 105 19" CEDAR ELM W " 5 3'5 2 1 0 S 7' 3 . 6 9 W " 5 3'5 2 1 0 S 7' 3 . 6 9 2 8 5 10' B.L. TREE # 118 11" CEDAR ELM N 75 30'28"W 117.37' ORIGINAL LOT LINE TREE # 104 11.5" CEDAR ELM TREE # 103 13.5" CEDAR ELM TREE # 101 15.5" CEDAR ELM TREE # 102 14" CEDAR ELM TREE PROTECTION NOTES 1. REFERENCE CITY OF AUSTIN TREE PROTECTION STANDARDS FOR COMPLETE INFORMATION AND REQUIREMENTS. 2. UTILITIES IN 1/2 CRZ TO HAVE TOP 30" OF SOIL AIR SPADED BY CERTIFIED ARBORIST. 3. LIMITS OF CONSTRUCTION TO BE BOUND BY PROPERTY LINES 4. SEE STRUCTURAL FOUNDATION DETAILS FOR ADDITIONAL CRZ REQUIREMENTS 5. ALL TREES AND NATURAL AREAS SHOWN ON PLAN TO BE PRESERVED SHALL BE PROTECTED DURING CONSTRUCTION WITH TEMPORARY FENCING. 6. PROTECTIVE FENCES SHALL BE ERECTED AS DETAILED FOR THE TREE PROTECTION, THE FENCE SHALL CONSIST OF 5 FT. TALL CHAIN LINK FENCING MATERIAL AND NON- MOVABLE POSTS INSTALLED AT 8 FT INTERVALS OR LESS. 7. PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION WORK (CLEARING, GRUBBING, AND GRADING), AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF THE PROJECT. 8. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN SOIL BUILD-UP WITHIN TREE DRIP LINES. 9. PROTECTIVE FENCES SHALL COMPLETELY SURROUND THE TREES OR GROUP OF TREES AND WILL BE LOCATED AT THE OUTERMOST LIMIT OF BRANCHES (DRIP LINE). SIGNS IN ENGLISH AND SPANISH, VISIBLE FROM ALL DIRECTIONS, SHALL BE PLACED ON THE FENCE TO INFORM WORKERS OF THE PURPOSE FOR THE BOUNDARY. FOR NATURAL AREAS, PROTECTIVE FENCES SHALL FOLLOW THE LIMIT OF CONSTRUCTION LINE, IN ORDER TO PREVENT THE FOLLOWING: A. SOIL COMPACTION IN THE ROOT ZONE AREA RESULTING FROM VEHICULAR TRAFFIC OR STORAGE OF EQUIPMENT OR MATERIALS; B. ROOT ZONE DISTURBANCES DUE TO GRADE CHANGES (GREATER THAN 6 INCHES CUT OR FILL) OR TRENCHING NOT INDICATED ON PLANS; C. WOUNDS TO EXPOSED ROOTS, TRUNK OR LIMBS BY MECHANICAL EQUIPMENT D. OTHER ACTIVITIES DETRIMENTAL TO TREES SUCH AS CHEMICAL STORAGE, CEMENT TRUCK CLEANING, AND FIRE, 10. EXCEPTIONS TO INSTALLING PROTECTIVE FENCES AT CRITICAL ROOT ZONES (THE CRITICAL ROOT ZONE IS DEFINED AS THE DRIPLINE OF THE TREE OR 12' RADIAL DISTANCE FROM THE TRUNK FOR EACH INCH OF TRUNK DIAMETER MEASURED AT 54" ABOVE GRADE) MAY BE PERMITTED IN THE FOLLOWING CASES: A. WHERE THERE IS TO BE AN APPROVED GRADE CHANGE, IMPERMEABLE PAVING SURFACE, TREE WELL, OR OTHER SUCH SITE DEVELOPMENT, ERECT THE FENCE APPROXIMATELY 2 TO FEET BEYOND THE AREA DISTURBED. B. WHERE PERMEABLE PAVING IS TO BE INSTALLED, ERECT THE FENCE AT THE OTHER LIMITS OF THE PERMEABLE PAVING AREA; C. WHERE TREES ARE CLOSE TO PROPOSED BUILDINGS, ERECT THE FENCE NO CLOSER THAN 6' TO THE BUILDING; 11. SPECIAL NOTE: FOR THE PROTECTION OF NATURAL AREAS, NO EXCEPTIONS TO INSTALLING FENCES AT THE LIMIT OF CONSTRUCTION LINE WILL BE PERMITTED. 12. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN A FENCE BEING CLOSER THAN 5 FEET TO A TREE TRUNK, PROTECT THE TRUNK WITH STRAPPED-ON PLANKING TO A HEIGHT OF 8 FEET (OR TO THE LIMITS OF LOWER BRANCH) IN ADDITION TO THE REDUCED FENCING. 13. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN AREAS OF UNPROTECTED ROOT ZONES, THOSE AREAS SHOULD BE COVERED WITH 8 INCHES OF COARSE ORGANIC MULCH TO MINIMIZE SOIL COMPACTION. 14. ALL GRADING WITHIN PROTECTED ROOT ZONE AREAS SHALL BE DONE BY HAND OR WITH AN AIR SPADE TOOL TO MINIMIZE ROOT DAMAGE. PRIOR TO GRADING, RELOCATE PROTECTIVE FENCES TO 2 FEET BEHIND THE GRADE CHANGE AREA, IN NO CASE SHALL THE FENCING BE LOCATED CLOSER TO THE TREE TRUNK THAN SIX TIMES THE DIAMETER OF THE TRUNK. 15. ANY ROOTS EXPOSED, CUT, OR TORN BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH WITH THE SOIL AND THE WOUND SHALL BE PAINTED WITH STANDARD TREE WOUND DRESSING. TREE WOUND DRESSING SHALL BE EITHER TREEKOTE AEROSOL OR TANGLEFOOT PRUNING SEALER (OR APPROVED EQUAL). BACKFILL ROOT AREAS WITH GOOD QUALITY TOP SOIL AS SOON AS POSSIBLE. IF EXPOSED ROOT AREAS ARE NOT BACKFILLED WITHIN 2 DAYS, COVER THEM WITH ORGANIC MATERIAL IN A MANNER WHICH REDUCES SOIL TEMPERATURE AND MINIMIZED WATER LOSS DUE TO EVAPORATION. 16. PRIOR TO EXCAVATION OR GRADE CUTTING WITHIN TREE DRIPLINES, MAKE A CLEAN CUT BETWEEN THE DISTURBED AND UNDISTURBED ROOT ZONES WITH A ROCK SAW OR SIMILAR EQUIPMENT TO MINIMIZE DAMAGE TO REMAINING ROOTS, SEVERED ROOTS ON THE UNDISTURBED SIDE OF THE EXCAVATION SHALL BE CUT CLEANLY AND PAINTED WITH STANDARD TREE WOUND DRESSING. 17. TREES MOST HEAVILY IMPACTED BY CONSTRUCTION ACTIVITIES SHOULD BE WATERED DEEPLY ONCE A WEEK DURING THE GROWING SEASON. THE WEEKLY TOTAL OF NATURAL RAINFALL AND SUPPLEMENTAL WATER SHOULD BE THE EQUIVALENT OF 1 INCH OR 750 GAL./1000 SQ. FT. TREE CROWNS SHOULD BE SPRAYED WITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION ON THE LEAVES. 18. ANY TRENCHING REQUIRED FOR THE INSTALLATION OF LANDSCAPE IRRIGATION SHALL BE PLACED AS FAR FROM EXISTING TREE TRUNKS AS POSSIBLE TRENCHING WITHIN THE 1/2 CRITICAL ROOT ZONE SHALL BE PERFORMED BY HAND EXCAVATION OR WITH AN AIR SPADE TOOL. 19. NO LANDSCAPE TOPSOIL DRESSING GREATER THAN 4 INCHES SHALL BE PERMITTED WITHIN THE DRIPLINE OF TREES. NO SOIL OR MULCH IS PERMITTED ON THE ROOT FLARE OF ANY TREE. 20. PRUNING TO PROVIDE CLEARANCE FOR STRUCTURES, VEHICULAR TRAFFIC AND EQUIPMENT SHALL TAKE PLACE BEFORE CONSTRUCTION BEGINS. 21. ALL FINISHED PRUNING MUST BE DONE ACCORDING TO RECOGNIZED, APPROVED STANDARDS OF THE INDUSTRY (REFERENCE THE NATIONAL ARBORIST ASSOCIATION PRUNING STANDARDS FOR SHADE TREES) 22. DEVIATIONS FROM THE ABOVE NOTES MAY RESULT IN FINES IF THERE IS SUBSTANTIAL NONCOMPLIANCE OR IF A TREE SUSTAINS DAMAGE AS A RESULT. 23. TREES APPROVED FOR REMOVAL SHALL BE REMOVED IN A MANNER WHICH DOES NOT IMPACT TREES TO BE PRESERVED OR THEIR ROOT ZONES. Project Issue // Design Development Review - Not for Construction Date // June 06, 2024 Revision History // Any reproductions, alteration, modifications, usage or incorporation into other documents may not occur without the prior written permission of EMADI Architecture, LLC. © 2024 EMADI Architecture, LLC Sheet Name // SITE PLAN - DEMOLITION 1 SITE PLAN - DEMOLITION 1/8" = 1'-0" -4' 0 4' 8' 16' Sheet Number // AS-100-D TRUE NORTH PROJECT NORTH O R I G I N A L L O T L I N E N 7 2 4 4 ' 5 1 " E 1 2 5 . 8 3 ' O R I G I N A L L O T L I N E 5 ' P . U . E . 9 7 5 HE O HE O HE O 1 8 5 TREE # 116 19" CEDAR ELM UTILITY POLE AXEL UTILITY LINES 5' P.U.E. TREE # 117 29" CEDAR ELM 5 8 2 1 0 ' B . L . R E T A W L A C T R C I I ' 0 5 E N O Z Y T I L A U Q 0 8 5 FOUNDATION CORNER TO BE MAX. 4" IMPACT WITHIN 1/2 CRZ O H E O H E O H E N 7 2 4 4 ' 5 1 " E 1 2 . 4 8 ' 5 7 5 O R I G I N A L L O T L I N E 5 ' P . U . E . 9 7 5 1 8 5 TREE # 117 TOTAL TREE AREA: 2642 sqft TREE IMPACT: 535 sqft TOTAL % IMPACT: 20.2% TREE # 116 TREE # 112 TREE #105 TOTAL TREE AREA: 1134 sqft TREE IMPACT: 240 sqft TOTAL TREE AREA: 1195 sqft TREE IMPACT: 63 sqft TOTAL % IMPACT: 21.2% TOTAL % IMPACT: 5.3% TOTAL TREE AREA: 1134 sqft TREE IMPACT: 124 sqft TOTAL % IMPACT: 10.9% 5 TREE 117 IMPACT 1/8" = 1'-0" 4 TREE 116 IMPACT 1/8" = 1'-0" 3 TREE 112 IMPACT 1/8" = 1'-0" 2 TREE 105 IMPACT 1/8" = 1'-0" FIRE HYDRANT TREE # 112 19.5" CEDAR ELM . L . B ' 5 2 TREE # 105 19" CEDAR ELM 3 8 5 W " 5 3'5 2 1 0 S 7' 3 . 6 9 FIRE HYDRANT TREE # 112 19.5" CEDAR ELM TREE # 111 18" CEDAR ELM WATER METER PROPOSED GAS METER LOCATION O R I G I N A L L O T L I N E N 7 2 4 4 ' 5 1 " E 1 2 5 . 8 3 ' TREE # 113 10" CEDAR ELM 5 8 3 LEGAL DESCRIPTION: LOT 4 OF WILSHIRE PARK, A SUBDIVISION RECORDED IN BOOK 4, PAGE 255 TREE # 117 29" CEDAR ELM 5 8 2 1 0 ' B . L . R E T A W L A C T R C I I ' 0 5 E N O Z Y T I L A U Q O H E O H E O H E N 7 2 4 4 ' 5 1 " E 1 2 . 4 8 ' E " 4 8'0 5 3 1 N 0' 1 . 1 2 575 3 7 5 0 8 5 FOUNDATION CORNER TO BE MAX. 4" IMPACT WITHIN 1/2 CRZ 5 7 5 O R I G I N A L L O T L I N E 5 ' P . U . E . 9 7 5 HE O HE O HE O 1 8 5 TREE # 116 19" CEDAR ELM UTILITY POLE AXEL UTILITY LINES 5' P.U.E. PROPOSED ELECTRICAL METER LOCATION 2 8 5 10' B.L. TREE # 118 11" CEDAR ELM N 75 30'28"W 117.37' 5' B.L. N E SIO N O Z O D R R 0' E A Z A H 0 1 ORIGINAL LOT LINE TREE # 107 14.5" CEDAR ELM . L . B ' 5 2 TREE # 109 16" CEDAR ELM TREE # 108 15" CEDAR ELM TREE # 105 19" CEDAR ELM 3 8 5 W " 5 3'5 2 1 0 S 7' 3 . 6 9 TREE # 104 11.5" CEDAR ELM TREE # 103 13.5" CEDAR ELM TREE # 101 15.5" CEDAR ELM TREE # 102 14" CEDAR ELM SITE PLAN NOTES 1. ALL SPOT ELEVATIONS TO BE VERIFIED IN FIELD PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 2. BENCHMARK TO BE VERIFIED WITH ARCHITECT PRIOR TO CONSTRUCTION. 3. GC IS RESPONSIBLE FOR PROTECTING AND REPAIRING ADDITIONAL DAMAGE ARISING DURING BOTH DEMOLITION PHASE AND NEW CONSTRUCTION PHASE ON EXISTING PARTITIONS, FINISHES, INTERIOR AND EXTERIOR BUILDING ELEMENTS THAT ARE TO REMAIN, AS WELL AS EXISTING DESIGNED LANDSCAPE AND EXTERIOR IMPROVEMENTS TO REMAIN, INCLUDING BUT NOT LIMITED TO FLATWORK, WALLS, FENCES, GATES, SHADE STRUCTURES, PLANTERS, AND TREES AND VEGETATION. 4. TREE PROTECTION FENCING IS REQUIRED FOR ALL EXISTING TREES 19 INCHES IN DIAMETER (60 INCHES IN CIRCUMFERENCE) WITHIN THE LIMITS OF CONSTRUCTION. FENCING SHOULD PROTECT THE ENTIRE CRITICAL ROOT ZONE (CRZ) AREA. FENCING IS REQUIRED TO BE CHAIN-LINK MESH AT A MINIMUM HEIGHT OF FIVE FEET. A 6-INCH LAYER OF MULCH WITHIN THE ENTIRE AVAILABLE ROOT ZONE AREA IS REQUIRED FOR TREES WHICH HAVE ANY DISTURBANCE INDICATED WITHIN ANY PORTION OF THE CRITICAL ROOT ZONE. REFERENCE G-000 SERIES FOR ADDITIONAL TREE PROTECTION INFORMATION. 5. REFERENCE A-100 SERIES FOR FLOOR PLANS AND ADDITIONAL INFORMATION. 6. EROSION AND SEDIMENT CONTROL AS REQUIRED BY LOCAL ORDINANCES. 7. TREES 19" AND LARGER SHOWN FOR REFRENCE. 8. REFER TO G-000 SERIES FOR ADDITIONAL SURVEY INFORMATION 1551 Springlake Drive Unit B Dripping Springs, TX 78620 emadiarch.com // 210.606.7880 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF IAN M. ELLIS, ARCHITECT TEXAS REGISTRATION NO. 26970 THIS DOCUMENT IS NOT TO BE USED FOR REGULATORY APPROVAL, BIDDING, PERMIT, OR CONSTRUCTION PURPOSES. Project // Hughes Residence Key Plan // TREE ROOT ZONE LEGEND 4200 Wilshire Pkwy, Austin, TX 78722 Client // Meghan Hughes Consultants // General Contractor: Structural Engineer: Archive Properties LLC 777 Shady Lane, Unit 12, Austin 78702 412.496.1262 FORT Structures 2120 E 7th St Ste 200, Austin, TX 78702 512.817.9264 IMPACTING ELEMENT IMPACT TO CRZ FULL CRZ 1/2 CRZ 1/4 CRZ APPROX CENTER OF TREE TREE PROTECTION NOTES 1. REFERENCE CITY OF AUSTIN TREE PROTECTION STANDARDS FOR COMPLETE INFORMATION AND REQUIREMENTS. 2. UTILITIES IN 1/2 CRZ TO HAVE TOP 30" OF SOIL AIR SPADED BY CERTIFIED ARBORIST. 3. LIMITS OF CONSTRUCTION TO BE BOUND BY PROPERTY LINES 4. SEE STRUCTURAL FOUNDATION DETAILS FOR ADDITIONAL CRZ REQUIREMENTS 5. ALL TREES AND NATURAL AREAS SHOWN ON PLAN TO BE PRESERVED SHALL BE PROTECTED DURING CONSTRUCTION WITH TEMPORARY FENCING. 6. PROTECTIVE FENCES SHALL BE ERECTED AS DETAILED FOR THE TREE PROTECTION, THE FENCE SHALL CONSIST OF 5 FT. TALL CHAIN LINK FENCING MATERIAL AND NON- MOVABLE POSTS INSTALLED AT 8 FT INTERVALS OR LESS. 7. PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION WORK (CLEARING, GRUBBING, AND GRADING), AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF THE PROJECT. 8. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN SOIL BUILD-UP WITHIN TREE DRIP LINES. 9. PROTECTIVE FENCES SHALL COMPLETELY SURROUND THE TREES OR GROUP OF TREES AND WILL BE LOCATED AT THE OUTERMOST LIMIT OF BRANCHES (DRIP LINE). SIGNS IN ENGLISH AND SPANISH, VISIBLE FROM ALL DIRECTIONS, SHALL BE PLACED ON THE FENCE TO INFORM WORKERS OF THE PURPOSE FOR THE BOUNDARY. FOR NATURAL AREAS, PROTECTIVE FENCES SHALL FOLLOW THE LIMIT OF CONSTRUCTION LINE, IN ORDER TO PREVENT THE FOLLOWING: A. SOIL COMPACTION IN THE ROOT ZONE AREA RESULTING FROM VEHICULAR TRAFFIC OR STORAGE OF EQUIPMENT OR MATERIALS; B. ROOT ZONE DISTURBANCES DUE TO GRADE CHANGES (GREATER THAN 6 INCHES CUT OR FILL) OR TRENCHING NOT INDICATED ON PLANS; C. WOUNDS TO EXPOSED ROOTS, TRUNK OR LIMBS BY MECHANICAL EQUIPMENT D. OTHER ACTIVITIES DETRIMENTAL TO TREES SUCH AS CHEMICAL STORAGE, CEMENT TRUCK CLEANING, AND FIRE, 10. EXCEPTIONS TO INSTALLING PROTECTIVE FENCES AT CRITICAL ROOT ZONES (THE CRITICAL ROOT ZONE IS DEFINED AS THE DRIPLINE OF THE TREE OR 12' RADIAL DISTANCE FROM THE TRUNK FOR EACH INCH OF TRUNK DIAMETER MEASURED AT 54" ABOVE GRADE) MAY BE PERMITTED IN THE FOLLOWING CASES: A. WHERE THERE IS TO BE AN APPROVED GRADE CHANGE, IMPERMEABLE PAVING SURFACE, TREE WELL, OR OTHER SUCH SITE DEVELOPMENT, ERECT THE FENCE APPROXIMATELY 2 TO FEET BEYOND THE AREA DISTURBED. B. WHERE PERMEABLE PAVING IS TO BE INSTALLED, ERECT THE FENCE AT THE OTHER LIMITS OF THE PERMEABLE PAVING AREA; C. WHERE TREES ARE CLOSE TO PROPOSED BUILDINGS, ERECT THE FENCE NO CLOSER THAN 6' TO THE BUILDING; 11. SPECIAL NOTE: FOR THE PROTECTION OF NATURAL AREAS, NO EXCEPTIONS TO INSTALLING FENCES AT THE LIMIT OF CONSTRUCTION LINE WILL BE PERMITTED. 12. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN A FENCE BEING CLOSER THAN 5 FEET TO A TREE TRUNK, PROTECT THE TRUNK WITH STRAPPED-ON PLANKING TO A HEIGHT OF 8 FEET (OR TO THE LIMITS OF LOWER BRANCH) IN ADDITION TO THE REDUCED FENCING. 13. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN AREAS OF UNPROTECTED ROOT ZONES, THOSE AREAS SHOULD BE COVERED WITH 8 INCHES OF COARSE ORGANIC MULCH TO MINIMIZE SOIL COMPACTION. 14. ALL GRADING WITHIN PROTECTED ROOT ZONE AREAS SHALL BE DONE BY HAND OR WITH AN AIR SPADE TOOL TO MINIMIZE ROOT DAMAGE. PRIOR TO GRADING, RELOCATE PROTECTIVE FENCES TO 2 FEET BEHIND THE GRADE CHANGE AREA, IN NO CASE SHALL THE FENCING BE LOCATED CLOSER TO THE TREE TRUNK THAN SIX TIMES THE DIAMETER OF THE TRUNK. 15. ANY ROOTS EXPOSED, CUT, OR TORN BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH WITH THE SOIL AND THE WOUND SHALL BE PAINTED WITH STANDARD TREE WOUND DRESSING. TREE WOUND DRESSING SHALL BE EITHER TREEKOTE AEROSOL OR TANGLEFOOT PRUNING SEALER (OR APPROVED EQUAL). BACKFILL ROOT AREAS WITH GOOD QUALITY TOP SOIL AS SOON AS POSSIBLE. IF EXPOSED ROOT AREAS ARE NOT BACKFILLED WITHIN 2 DAYS, COVER THEM WITH ORGANIC MATERIAL IN A MANNER WHICH REDUCES SOIL TEMPERATURE AND MINIMIZED WATER LOSS DUE TO EVAPORATION. 16. PRIOR TO EXCAVATION OR GRADE CUTTING WITHIN TREE DRIPLINES, MAKE A CLEAN CUT BETWEEN THE DISTURBED AND UNDISTURBED ROOT ZONES WITH A ROCK SAW OR SIMILAR EQUIPMENT TO MINIMIZE DAMAGE TO REMAINING ROOTS, SEVERED ROOTS ON THE UNDISTURBED SIDE OF THE EXCAVATION SHALL BE CUT CLEANLY AND PAINTED WITH STANDARD TREE WOUND DRESSING. 17. TREES MOST HEAVILY IMPACTED BY CONSTRUCTION ACTIVITIES SHOULD BE WATERED DEEPLY ONCE A WEEK DURING THE GROWING SEASON. THE WEEKLY TOTAL OF NATURAL RAINFALL AND SUPPLEMENTAL WATER SHOULD BE THE EQUIVALENT OF 1 INCH OR 750 GAL./1000 SQ. FT. TREE CROWNS SHOULD BE SPRAYED WITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION ON THE LEAVES. 18. ANY TRENCHING REQUIRED FOR THE INSTALLATION OF LANDSCAPE IRRIGATION SHALL BE PLACED AS FAR FROM EXISTING TREE TRUNKS AS POSSIBLE TRENCHING WITHIN THE 1/2 CRITICAL ROOT ZONE SHALL BE PERFORMED BY HAND EXCAVATION OR WITH AN AIR SPADE TOOL. 19. NO LANDSCAPE TOPSOIL DRESSING GREATER THAN 4 INCHES SHALL BE PERMITTED WITHIN THE DRIPLINE OF TREES. NO SOIL OR MULCH IS PERMITTED ON THE ROOT FLARE OF ANY TREE. 20. PRUNING TO PROVIDE CLEARANCE FOR STRUCTURES, VEHICULAR TRAFFIC AND EQUIPMENT SHALL TAKE PLACE BEFORE CONSTRUCTION BEGINS. 21. ALL FINISHED PRUNING MUST BE DONE ACCORDING TO RECOGNIZED, APPROVED STANDARDS OF THE INDUSTRY (REFERENCE THE NATIONAL ARBORIST ASSOCIATION PRUNING STANDARDS FOR SHADE TREES) 22. DEVIATIONS FROM THE ABOVE NOTES MAY RESULT IN FINES IF THERE IS SUBSTANTIAL NONCOMPLIANCE OR IF A TREE SUSTAINS DAMAGE AS A RESULT. 23. TREES APPROVED FOR REMOVAL SHALL BE REMOVED IN A MANNER WHICH DOES NOT IMPACT TREES TO BE PRESERVED OR THEIR ROOT ZONES. Project Issue // Design Development Review - Not for Construction Date // June 06, 2024 Revision History // Any reproductions, alteration, modifications, usage or incorporation into other documents may not occur without the prior written permission of EMADI Architecture, LLC. © 2024 EMADI Architecture, LLC Sheet Name // SITE PLAN - LEVEL 1 WASTEWATER CLEAN-OUT WASTEWATER MANHOLE 1 SITE PLAN 1/8" = 1'-0" -4' 0 4' 8' 16' Sheet Number // AS-101 TRUE NORTH PROJECT NORTH