THE GUTHRIE TRACT 2 - PROGRESS SET

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CONSTRUCTION DRAWINGS FOR: - PROGRESS SET Sitework/Planting/Irrigation VICINITY MAP A PROJECT BY INDEX OF SHEETS OWNER: ARGYLE RESIDENTIAL LANDSCAPE ARCHITECT: TBG Partners Reference CONTACT: John

00 JANUARY 04, 2017 PROGRESS SET General Notes and Materials Schedule LC 1.01 Grading JANUARY 04, 2017 PROGRESS SET Grading Plan LG 1.

1 CONSTRUCTION DRAWINGS FOR: - PROGRESS SET Sitework/Planting/Irrigation VICINITY MAP A PROJECT BY INDEX OF SHEETS OWNER: ARGYLE RESIDENTIAL LANDSCAPE ARCHITECT: TBG Partners Reference CONTACT: John Burnham 1601 S Mopac Expressway Suite 160 Austin, Texas O: 512/ CONTACT: Elliott Doerle O: 512/ F:512/ JANUARY 04, 2017 PROGRESS SET Cover Sheet LC 1.00 JANUARY 04, 2017 PROGRESS SET General Notes and Materials Schedule LC 1.01 Grading JANUARY 04, 2017 PROGRESS SET Grading Plan LG 1.01 Sitework LOCATION MAP ARCHITECT: STEINBERG DESIGN COLLABORATE CONTACT: Ronald Harris 8100 Washington Ave. Suite 110 Houston, TX O: 713/ MEP: NMW PARTNERS, LLC CONTACT: Tommy Mcwha FM 529 RD, SUITE 150A HOUSTON, TEXAS O: F: CIVIL ENGINEER: BIG RED DOG CONTACT: Cliff Kendall 2021 EAST 5TH STREET, SUITE 10 AUSTIN, TX O: IRRIGATION DESIGNER: JAMES POLE IRRIGATION CONSULTANTS 100 N. LOCUST STREET, SUITE 3 DENTON, TEXAS O: F: JANUARY 04, 2017 PROGRESS SET Sitework Plan LS 1.01 JANUARY 04, 2017 PROGRESS SET Sitework Details LS 2.01 Planting JANUARY 04, 2017 PROGRESS SET Overall Planting Plan LP 1.01 JANUARY 04, 2017 PROGRESS SET Planting Details LP 2.01 JANUARY 04, 2017 PROGRESS SET Plant List And Notes LP 2.02 Irrigation JANUARY 04, 2017 PROGRESS SET Irrigation Plan and Notes LI 1.01 JANUARY 04, 2017 PROGRESS SET Irrigation Notes LI 2.01 JANUARY 04, 2017 PROGRESS SET Irrigation Details LI 2.02 EG, COVER SHEET LC 1.00

2 ABBREVIATIONS GENERAL LEGEND BLDG. BUILDING SYMBOL DESCRIPTION B.O.C. BACK OF CURB GENERAL B.S. BOTTOM OF STAIR B.W. CJ BOTTOM OF WALL CONTROL JOINT ENLARGEMENT AREA REFERENCE CL CENTERLINE CRZ CRITCAL ROOT ZONE SHEET MATCHLINE EJ FFE EXPANSION JOINT FINISHED FLOOR ELEVATION LIMIT OF CONSTRUCTION HP L.A. L.O.C. LP MIN. N/A N.I.C. HIGH POINT LANDSCAPE ARCHITECT LIMIT OF CONSTRUCTION LOW POINT MINIMUM NOT APPLICABLE NOT IN CONTRACT SITEWORK PROPERTY LINE DETAIL REFERENCE MATERIAL OR FINISH REFERENCE SYMBOL O.C. O.C.E.W. PA PC P.O.B. REF. R.O.W. ON CENTER ON CENTER EACH WAY PLANTING AREA POOL COPING POINT OF BEGINNING REFERENCE RIGHT OF WAY PLANTING SECTION CUT REFERENCE ELEVATION REFERENCE TREE LABEL SIM TD T.O.C. T.P. T.S. T.W. TYP. U.N.O. SIMILAR TOP OF DRAIN TOP OF CURB TOP OF PLANTER TOP OF STAIR TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE GRADING 912 PLANTING LABEL (SHRUB, ORNAMENTAL GRASS, PERENNIAL, VINE OR GROUNDCOVER) EXISTING TOPOGRAPHY SPOT ELEVATION PROPOSED TOPOGRAPHY WATER FLOW / SWALE DRAINAGE PIPE GRADE BREAK LINE PERCENT AND DIRECTION OF SLOPE DIMENSIONING ALIGN ELEMENTS CENTERLINE EG, GENERAL NOTES AND MATERIALS SCHEDULE LC 1.01

3 EG, GRADING PLAN GRADING PLAN 1 PLAN 0' 5' 10' 20' LG 1.01

4 JP IRRIGATION PLAN IRRIGATION PLAN 1 PLAN 0' 5' 10' 20' LI 1.01

5 1705 Guadalupe Street, Suite 500 Austin, Texas (512) Fax: (512) JP IRRIGATION NOTES LI 1.02

6 JP IRRIGATION DETAILS LI 1.03

7 EG, PLANTING PLAN PLANTING PLAN 1 PLAN 0' 5' 10' 20' LP 1.01

8 NOTES: 1. TREE PLANTINGS ARE NOT ALLOWED IN SIDEWALKS LESS THAN 3.6 m (12') IN WIDTH AS PER TRANSPORTATION CRITERIA MANUAL SECTIONS A.1 AND A TREE WELLS SHALL NOT CONFLICT WITH EXISTING OR PROPOSED WATER OR WASTEWATER LINES AND SHALL NOT BE INSTALLED WITHIN A MINIMUM HORIZONTAL DISTANCE OF 900mm (36") FROM THE OUTSIDE OF ANY PUBLIC OR PRIVATE UTILITY LINE OR APPURTENANCE. PROPERTY LINE DRAINAGE TYPE SEE NOTE 8, SHEET 4 OF 5 6 TREE CONCRETE (STD. 432S-1) OR PAVER SIDEWALK (STD. 480S-5 IRRIGATION, IF REQ'D. ON DRAWINGS (SEE NOTE 2 ON SHT 3 OF 5) CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS ADOPTED 150 mm (6") THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. ROOTBALL AND VEGETATION MATCHES THE LEVEL OF THE SURROUNDING SIDEWALK 1.2 m (45") DEPTH OF EXCAVATION. SEE NOTE 1 ON SHEET 3 OF 5 TREE WELL WITHOUT GRATE C.O.A. DETAIL F WELL WITHOUT GRATE STANDARD NO. 432S-7F 1 of 5 DRAIN LINE ROOT BARRIER 450 mm (18") DEEP (TYP. ALL SIDES) PC CONCRETE BEAM CITY OF AUSTIN 600 mm (24") DEEP ROOT BARRIER (TYP.) DEPARTMENT OF PUBLIC WORKS ADOPTED GEOTEXTILE/ BENTONITE FOLD (TYP) SEE NOTE 8 ON SHEET 3 OF mm (12") ISOLATION JOINT FACE OF CURB 900 mm (3') MIN. (TYP.) GUTTER TREE WELL WITHOUT GRATE THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. 300 mm (12") MIN. BASE LAYER EXTENSION BEHIND BACK OF CURB GEOTEXTILE/ BENTONITE CLAY WATER PROOFING MEMBRANE ISOLATION JOINT PLAN VIEW STANDARD NO. 432S-7F 2 of 5 NOTES: 1. THE MINIMUM OFFSET DISTANCE SHALL BE INCREASED UNIFORMLY WHEN THE DEPTH OF EXCAVATION EXCEEDS 1.14 m (45") AS FOLLOWS: CITY OF AUSTIN EXCAVATION DEPTH 1.1 m (45") OR LESS 1.3 m (51") 1.5 m (57") 1.6 m (63") 1.7 m (69") OR GREATER DEPARTMENT OF PUBLIC WORKS ADOPTED MINIMUM OFFSET DISTANCE 1.2 m (4') 1.4 m (4'-6") 1.5 m (5') 1.7 m (5'-6") 1.8 m (6') 2. IRRIGATION SHALL COMPLY WITH REQUIREMENTS IN THE LAND DEVELOPMENT CODE SECTION AND ENVIRONMENTAL CRITERIA MANUAL SECTIONS 2,4,6 AND G. 3. LIGHTING AND ASSOCIATED ELECTRICAL INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE DRAWINGS. 4. TREE WELL EXCAVATIONS SHALL BE INSTALLED NO CLOSER THAN 3 m (10') TO CONTIGUOUS PROPERTY CORNERS. 5. SHOULD MAINTENANCE OF WATER, WASTEWATER SERVICES OR FIRE LINES BE NECESSARY, LICENSE HOLDERS ARE RESPONSIBLE FOR MAINTENANCE OR REPLACEMENT OF GEOTEXTILE OR BENTONITE CLAY MEMBRANE. 6. TREE SPACING MUST BE SHOWN ON THE DRAWINGS. 7. ALTERNATE PLACEMENT OF GEOTEXTILE/BENTONITE FOR TREE SPACING LESS THAN 4.5m (15'). 8. FOR DRAINAGE, SEE STANDARDS 432S-7A (PI >25) AND 432S-7B (PI <25) FOR DRAINAGE TYPE APPROPRIATE TO SOIL CONDITIONS. 9. THE CLEARANCE FROM TREE WITHOUT GRATE TO ANY EXISTING OR PROPOSED PUBLIC OR PRIVATE UTILITY LINE OR APPURTENANCE MUST MAINTAIN A MINIMUM HORIZONTAL CLEARANCE OF 900mm (36"). TREE WELL WITHOUT GRATE SHALL NOT BE MOUNTED ON TOP OF VAULTS OR STORM DRAIN INLETS. TREE WELL WITHOUT GRATE THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. STANDARD NO. 432S-7F 3 of 5 BUILDING 1.8 m (6') MIN. PEDESTRIAN ZONE TYPICAL PLACEMENT WIDTH VARIES LENGTH 1.07 TO 1.83 m (3.5 TO 6') NOTES: 1. PLANTER LOCATIONS SHALL LEAVE A MINIMUM OF 1.8 m (6') WIDE CLEAR PEDESTRIAN ZONE IN THE SIDEWALK. A MINIMUM OF 450 mm (18") CLEARANCE FROM FACE OF CURB TO OUTER EDGE OF PLANTER CONTAINER SHALL BE PROVIDED (OR GREATER CLEARANCE IF REQUIRED BY THE TRANSPORTATION CRITERIA MANUAL). PLANTERS SHALL BE PLACED AT ENDS OF PARKING SPACES AS NOT TO BLOCK THE SWING OF A CAR DOOR OPENING. PLANTERS SHALL BE LOCATED AT LEAST 300 mm (1') FROM THE NEAREST PARKING METER. 2. MATERIAL OF PLANTERS AS INDICATED ON DRAWINGS. 3. DRAINAGE SHALL BE DESIGNED/CONSTRUCTED TO PROVIDE INDEPENDENT DRAINAGE OF THE SPECIFIC TREE PLANTER BY GRAVITY WITH A) SOILS WITH P.I. > 25: PVC SCH 40 DRAIN PIPE CONNECTION TO THE STORMWATER DRAINAGE SYSTEM IN ACCORDANCE WITH THE DRAWING. B) SOILS WITH P.I. < 25: DRAINAGE CONFIGURATION IN ACCORDANCE WITH SHEET 3 OF 3. PERFORATED SCH 40 PVC DRAIN MINIMUM -2% GRADE. CITY OF AUSTIN TREE WELL WITHOUT GRATE DEPARTMENT OF PUBLIC WORKS ADOPTED 450 mm (18") MIN. THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. CURB AND GUTTER 5.4 m (18') O.C. 5.4 m (18') O.C. 300 mm (1') MI N. TO PARKING METER STANDARD NO. 432S-7F 4 of 5 BUILDING BUILDING CITY OF AUSTIN DEPARTMENT OF PUBLIC WORKS ADOPTED 3 m (10') DRAIN LINE TREE PLANTER 3 m (10') DRAIN LINE TREE PLANTER PLACEMENT OPTIONS OF DRAIN LINES (SOILS WITH P.I. < 25) TREE WELL WITHOUT GRATE THE ARCHITECT/ENGINEER ASSUMES RESPONSIBILITY FOR APPROPRIATE USE OF THIS STANDARD. FACE OF CURB STANDARD NO. 432S-7F 5 of 5 NOT TO SCALE SHRUB BED PLANTING 5 SECTION SCALE: 1/2"=1'-0" CURVED BED LAYOUT 4 PLAN SCALE: 1/2"=1'-0" PLANT SPACING DIAGRAM 3 PLAN SCALE: 1/2"=1'-0" EG, PLANTING DETAILS TREE PLANTING - MULTI TRUNK 2 SECTION SCALE: 1/2"=1'-0" TREE PLANTING - STANDARD TRUNK 1 SECTION SCALE: 1/2"=1'-0" LP 2.01

9 CITY OF AUSTIN LANDSCAPE NOTES: 1. ALL PROPOSED LANDSCAPE AREAS WITHIN PROPERTY LINE TO RECEIVE 100% HEAD TO HEAD IRRIGATION COVERAGE. 2. ALL LANDSCAPE AREAS ADJACENT TO VEHICULAR USE SHALL BE PROTECTED BY MIN. 6" Ht. WHEEL CURBS, WHEELSTOPS OR OTHER APPROVED BARRIERS PER ECM THE OWNER SHALL CONTINUOUSLY MAINTAIN THE REQUIRED LANDSCAPING IN ACCORDANCE WITH THE LDC SECTION AN UNDERGROUND AUTOMATIC IRRIGATION SYSTEM WILL BE USED TO IRRIGATE ALL NEW LANDSCAPE MATERIAL WITH TURF ZONES SEPARATED FROM PLANTING ZONES. AUTOMATIC IRRIGATION SYSTEMS SHALL COMPLY WITH THE WATER CONSERVATION IRRIGATION SYSTEM REQUIREMENTS, AS REQUIRED IN THE ENVIRONMENTAL CRITERIA MANUAL. * 5. THE IRRIGATION SYSTEM SHALL BE IN PLACE AND FUNCTIONAL AT THE TIME OF THE LANDSCAPE INSPECTION. 6. REFERENCE TREE STAKING DETAIL FOR ALL NEW TREES. 7. A MINIMUM OF 6" OF PERMEABLE SOIL IS REQUIRED FOR TURF AND LANDSCAPE AREAS. 8. IRRIGATION LINES SHOULD BE TRENCHED SO THAT THERE IS NO DISTURBANCE TO THE CRITICAL ROOT ZONE OF EXIST. TREES. 9. PROOF OF PAYMENT OF THE LANDSCAPE INSPECTION FEE IN THE AMOUNT REQUIRED BY C.O.A. WILL BE REQUIRED PRIOR TO FINAL APPROVAL OF THIS SITE PLAN BY ECSD. CITY OF AUSTIN LANDSCAPE/IRRIGATION NOTES - APPENDIX 0 AUTOMATIC IRRIGATION SYSTEMS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS. THESE REQUIREMENTS SHALL BE NOTED ON THE SITE DEVELOPMENT PERMIT AND SHALL BE IMPLEMENTED AS PART OF THE LANDSCAPE INSPECTION: 1. A NEW COMMERCIAL AND MULTI-FAMILY IRRIGATION SYSTEM MUST BE DESIGNED AND INSTALLED SO THAT: (A) THERE IS NOT DIRECT OVERSPRAY ONTO NON-IRRIGATED AREAS; (B) THE SYSTEM DOES NOT INCLUDE SPRAY IRRIGATION ON AREAS LESS THAN SIX (6) FEET WIDE (SUCH AS MEDIANS, BUFFER STRIPS, AND PARKING LOT ISLANDS) (C) ABOVE-GROUND IRRIGATION EMISSION DEVICES ARE SET BACK AT LEAST SIX (6) INCHES FROM IMPERVIOUS SURFACES; (D) THE IRRIGATION SYSTEM HAS A MASTER VALVE; (E) CIRCUIT REMOTE CONTROL VALVES HAVE ADJUSTABLE FLOW CONTROLS; (F) SERVICEABLE IN-HEAD CHECK VALVES ARE ADJACENT TO PAVED AREAS WHERE ELEVATION DIFFERENCES MAY CAUSE LOW HEAD DRAINAGE; (G) THE IRRIGATION SYSTEM HAS A CITY- APPROVED WEATHER BASED CONTROLLER; (H) AN AUTOMATIC RAIN SHUT-OFF DEVICE SHUTS OFF THE IRRIGATION SYSTEM AUTOMATICALLY TER NOT MORE THAN A ONE-HALF INCH (1/2") RAINFALL; (I) ZONE VALVES AND CIRCUITS ARE SEPARATED BASED ON PLANT WATER REQUIREMENTS; (J) AN IRRIGATION EMISSION DEVICE (SUCH AS SPRAY, ROTOR, OR DRIP EMITTER) DOES NOT EXCEED THE MANUFACTURER'S RECOMMENDED OPERATING PRESSURE; AND (K) NO COMPONENT OF THE IRRIGATION SYSTEM DEVIATES FROM THE MANUFACTURER'S RECOMMENDED USE OF THE PRODUCT. 2. THE MAXIMUM SPACING BETWEEN SPRAY OR ROTARY SPRINKLER HEADS MUST NOT EXCEED THE RADIUS OF THROW OF THE HEAD UNLESS MANUFACTURER OF THE SPRINKLER HEAD SPECIFICALLY RECOMMENDS A GREATER SPACING. THE RADIUS OF THROW IS DETERMINED BY REFERENCE TO THE MANUFACTURER'S SPECIFICATIONS FOR A SPECIFIC NOZZLE AT A SPECIFIC OPERATING PRESSURE. 3. THE IRRIGATION INSTALLER SHALL DEVELOP AND PROVIDE AN AS-BUILT DESIGN PLAN AND WATER BUDGET TO THE CITY AT THE TIME THE FINAL PLUMBING INSPECTION IS PERFORMED. THE WATER BUDGET SHALL INCLUDE: (A) A CHART CONTAINING ZONE NUMBERS, PRECIPITATION RATE, AND GALLONS PER MINUTE; AND (B) THE LOCATION OF THE EMERGENCY IRRIGATION SYSTEM SHUT-OFF VALVE. A LAMINATED COPY OF THE WATER BUDGET SHALL BE PERMANENTLY INSTALLED INSIDE THE IRRIGATION CONTROLLER DOOR. 4. THE IRRIGATION INSTALLER SHALL PROVIDE A REPORT TO THE CITY ON A FORM PROVIDED BY THE AUSTIN WATER UTILITY DEPARTMENT CERTIFYING COMPLIANCE WITH SUBSECTION 1 WHEN THE FINAL PLUMBING INSPECTION IS PERFORMED BY THE CITY. SPECIAL CONSTRUCTION TECHNIQUES (ECM SECTION D): 1. PRIOR TO EXCAVATION WITHIN TREE DRIPLINES OR THE REMOVAL OF TREES ADJACENT TO OTHER TREES THAT ARE TO REMAIN, MAKE A CLEAN CUT BETWEEN THE DISTURBED AND UNDISTURBED ROOT ZONES WITH A ROCK SAW OR SIMILAR EQUIPMENT TO MINIMIZE ROOT DAMAGE. 2. IN CRITICAL ROOT ZONE AREAS THAT CANNOT BE PROTECTED DURING CONSTRUCTION WITH FENCING AND WHERE HEAVY VEHICULAR TRFIC IS ANTICIPATED, COVER THOSE AREAS WITH A MINIMUM OF 12 INCHES OF ORGANIC MULCH TO MINIMIZE SOIL COMPACTION. IN AREAS WITH HIGH SOIL PLASTICITY GEOTEXTILE FABRIC, PER STANDARD SPECIFICATION 620S, SHOULD BE PLACED UNDER THE MULCH TO PREVENT EXCESSIVE MIXING OF THE SOIL AND MULCH. ADDITIONALLY, MATERIAL SUCH AS PLYWOOD AND METAL SHEETS, COULD BE REQUIRED BY THE CITY ARBORIST TO MINIMIZE ROOT IMPACTS FROM HEAVY EQUIPMENT. ONCE THE PROJECT IS COMPLETED, ALL MATERIALS SHOULD BE REMOVED, AND THE MULCH SHOULD BE REDUCED TO A DEPTH OF 3 INCHES. 3. PERFORM ALL GRADING WITHIN CRITICAL ROOT ZONE AREAS BY HAND OR WITH SMALL EQUIPMENT TO MINIMIZE ROOT DAMAGE. 4. WATER ALL TREES MOST HEAVILY IMPACTED BY CONSTRUCTION ACTIVITIES DEEPLY ONCE A WEEK DURING PERIODS OF HOT, DRY WEATHER. SPRAY TREE CROWNS WITH WATER PERIODICALLY TO REDUCE DUST ACCUMULATION ON THE LEAVES. 5. WHEN INSTALLING CONCRETE ADJACENT TO THE ROOT ZONE OF A TREE, USE A PLASTIC VAPOR BARRIER BEHIND THE CONCRETE TO PROHIBIT LEACHING OF LIME INTO THE SOIL. CITY OF AUSTIN 601S SALVAGING AND PLACING TOPSOIL NOTES EG, A. TOPSOIL 1. THE TOPSOIL SHALL BE COMPOSED OF 4 PARTS OF SOIL MIXED WITH 1 PART COMPOST, BY VOLUME. THE COMPOST SHALL MEET TXDOT SPECIFICATION ITEM 161. THE SOIL SHALL BE LOCALLY AVAILABLE NATIVE SOIL THAT MEETS THE FOLLOWING SPECIFICATIONS: SHALL BE FREE OF TRASH, WEEDS, DELETERIOUS MATERIALS, ROCKS AND DEBRIS. 100% SHALL PASS THROUGH A 1.5-INCH (38-MM) SCREEN. SOIL TO BE A LOAMY MATERIAL THAT MEETS THE REQUIREMENTS OF THE TABLE BELOW IN A ACCORDANCE WITH THE USDA TEXTURAL TRIANGLE. SOIL KNOWN LOCALLY AS "RED DEATH" IS NOT AN ALLOWABLE SOIL. TEXTURAL COMPOSITION SHALL MEET THE FOLLOWING CRITERIA: TEXTURAL CLASS MINIMUM MAXIMUM CLAY 5% 50% SILT 10% 50% SAND 15% 67% AN OWNER/ENGINEER MAY PROPOSE USE OF ONSITE SALVAGED TOPSOIL WHICH DOES NOT MEET THE SOIL TEXTURE CLASS REQUIRED ABOVE BY PROVIDING A SOIL ANALYSIS AND A WRITTEN STATEMENT FROM A QUALIFIED PROFESSIONAL IN SOILS, LANDSCAPE ARCHITECTURE, OR AGRONOMY INDICATING THE ONSITE TOPSOIL WILL PROVIDE AN EQUIVALENT GROWTH MEDIA AND SPECIFYING WHAT, IF ANY, SOIL AMENDMENTS ARE REQUIRED. SOIL AMENDMENTS SHALL BE WORKED INTO THE EXISTING ONSITE TOPSOIL WITH A DISC OR TILLER TO CREATE A WELL-BLENDED MATERIAL. 2. ALL DISTURBED AREAS TO BE REVEGETATED ARE REQUIRED TO PROVIDE A MINIMUM OF SIX (6) INCHES OF TOPSOIL. THE TOPSOIL SHALL BE ABLE TO SUPPORT THE GROWTH OF PLANTING (STANDARD SPECIFICATION ITEM NO. 608S), SEEDING (STANDARD SPECIFICATION ITEM NO. 604S), SODDING (STANDARD SPECIFICATION ITEM NO. 602S) AND NATIVE GRASSLAND SEEDING AND PLANTING (STANDARD SPECIFICATION ITEM NO. 609S). B. WATER WATER SHALL BE FURNISHED BY THE CONTRACTOR AND SHALL BE CLEAN AND FREE FROM INDUSTRIAL WASTES AND OTHER OBJECTIONABLE MATTER. REFERENCE MATERIAL SCHEDULE OF SHEET LC 1.01 FOR ROOT BARRIER AND STEEL EDGING. PLANT LIST AND NOTES LP 2.02

10 EG, SITEWORK PLAN SITEWORK PLAN 1 PLAN 0' 5' 10' 20' LS 1.01

11 4 CONTROL JOINT SCALE: 3"=1'-0" 1705 Guadalupe Street, Suite 500 Austin, Texas (512) Fax: (512) EXPANSION JOINT SCALE: 3"=1'-0" 2 CONCRETE WALK SCALE: 1"=1'-0" EG, SITEWORK DETAILS 5 WOOD FENCE SCALE: 3"=1'-0" 1 CONCRETE WALK SCALE: 3/4"=1'-0" LS 2.01

Austin, Texas GENERAL LEGEND SYMBOL ABBREVIATIONS DESCRIPTION DETAIL REFERENCE MATERIAL OR FINISH REFERENCE SYMBOL SECTION CUT REFERENCE

Austin, Texas GENERAL LEGEND SYMBOL ABBREVIATIONS DESCRIPTION DETAIL REFERENCE MATERIAL OR FINISH REFERENCE SYMBOL SECTION CUT REFERENCE CITY OF AUSTIN LANDSCAPE NOTES: 1. ALL PROPOSED LANDSCAPE AREAS WITHIN PROPERTY LINE TO RECEIVE 100% HEAD TO HEAD IRRIGATION COVERAGE. 2. ALL LANDSCAPE AREAS ADJACENT TO VEHICULAR USE SHALL BE PROTECTED