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HomeMy WebLinkAboutLandscape PlanPLANT SCHEDULEGASGASGASGASGASGASGASGASWATWATWATWATWATWATWATWATWATWATWATSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMWATWATWATWATSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM STMSTMSTMSTMSTMSTMGASGAS ST M STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMWAT WAT WATSTM STMSTMSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN SAN SANVANIRRIGATION - DESIGN/BUILDPLAN SHOP DRAWINGSIRRIGATION SYSTEM MATERIALSPLANT MATERIALS PLANT LIFE PROCUREMENT LISTSOIL REPORTMULCH DATA SHEETSUBMITTALSANSI AMERICAN NATIONALSTANDARDS INSTITUTEB&B BALL AND BURLAPCAL CALIPERELL ELBOWGAL GALLONMIX MIXTUREPOC POINT OF CONNECTIONPVC POLY VINYL CHLORIDESCH SCHEDULETABLE OF ABBREVIATIONSJURISDICTIONRENTON, WASITE AREA54,756 SF (1.26 AC)SITE LANDSCAPE AREA5,450 SFPARKING STALLS48 STALLSPARKING LOT LANDSCAPEINTERIOR LANDSCAPE AREA (15 SF PER STALL MIN) 1,220 SF (720 REQ.)INTERIOR TREES (1 PER 6 STALLS, 2" CAL MIN) 8 TREES (8 REQ.)INTERIOR SHRUBS (1 PER 20 SF, 2 GAL MIN) 61 SHRUBS (61 REQ.)PERIMETER GROUNDCOVER (90% COVERAGE IN 3 YRS)PERIMETER LANDSCAPE AREA610 SFPERIMETER SHRUBS (1 PER 20 SF, 2 GAL MIN) 31 SHRUBS (31 REQ.)PERIMETER GROUNDCOVER (90% COVERAGE IN 3 YRS)SITE INFORMATIONPLANT SCHEDULESHEET INDEXL1.10 PLANTING PLAN AND NOTESL5.10 LANDSCAPE DETAILSPLANTING PLAN1L1.10( IN FEET )1 inch = ft.010105 201040LES SCHWABUNION AVE NEGENERAL1. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TOCOMMENCING WORK. NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE OFANY DISCREPANCIES OR CONFLICTS WITH EXISTING CONDITIONS PRIOR TOCOMMENCEMENT OF ANY WORK.2. CALL BEFORE YOU DIG. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OFALL UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE ARCHITECT IF THEREARE ANY DISCREPANCIES WITH PLANTING ROOT ZONES. TO REQUEST LOCATESFOR PROPOSED EXCAVATION CALL 1-800-424-5555 (OR 811) IN WASHINGTON.3. AVOID PLANTING WITHIN THE DEFINED ACCESS ZONE OF EXISTING UTILITIES.COORDINATE SHRUB LAYOUT WITH EXISTING UTILITIES, REPORT CONFLICTS TOLANDSCAPE ARCHITECT4. LOCATION OF EXISTING TREES SHALL BE VERIFIED IN THE FIELD BY THECONTRACTOR PRIOR TO COMMENCEMENT OF WORK.5. DAMAGE TO EXISTING CONCRETE CURB, ASPHALT PAVING, OR OTHERSTRUCTURE SHALL BE REPAIRED OR REPLACED TO PRE CONSTRUCTIONCONDITIONS.6. CONTRACTOR SHALL COORDINATE WITH THE OWNER ANY DISRUPTION TOVEHICULAR CIRCULATION PRIOR TO COMMENCEMENT OF ANY WORK.PLANTING1. ALL EXISTING TREES, PLANTS, AND ROOTS SHALL BE PROTECTED FROMDAMAGE FROM ANY CONSTRUCTION PREPARATION, REMOVAL ORINSTALLATION ACTIVITIES WITHIN AND ADJACENT TO PROJECT LIMITS. SEEDETAIL 3/L5.10.2. SHRUBS ADJACENT TO PARKING AREAS SHALL BE PLANTED 2 FT MINIMUMAWAY FROM THE BACK OF CURB. SHRUBS AND GROUNDCOVER ALONG OTHERPAVEMENT EDGES SHALL BE PLANTED A MINIMUM OF ONE HALF THEIR ONCENTER SPACING AWAY FROM PAVEMENT EDGE.3. ALL PLANT MATERIAL SHALL BE HEALTHY NURSERY STOCK, WELL BRANCHEDAND ROOTED, FULL FOLIAGE, FREE FROM INSECTS, DISEASES, WEEDS, WEEDROOTS, INJURIES AND DEFECTS WITH NO LESS THAN MINIMUMS SPECIFIED INAMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1-2004.4. IF DISTURBANCE IS NECESSARY AROUND EXISTING TREES, CONTRACTORSHALL PROTECT THE CROWN AND ALL WORK WITHIN THE TREE DRIPZONESHALL BE LIMITED TO THE USE OF HAND TOOLS AND MANUAL EQUIPMENT ONLY.5. CAREFULLY EXCAVATE SHRUB PITS IN VICINITY OF EXISTING TREES, WITHOUTDISTURBING TREE ROOTS.6. REPLACE, REPAIR AND RESTORE DISTURBED LANDSCAPE AREAS DUE TOGRADING, TRENCHING OR OTHER REASONS TO PRE-CONSTRUCTION CONDITIONAND PROVIDE MATERIAL APPROVED BY THE OWNER AND OWNER'SREPRESENTATIVE.7. EXISTING AREAS PROPOSED FOR NEW PLANT MATERIAL SHALL BE CLEAREDAND LEGALLY DISPOSED UNLESS SO NOTED.8. A SOILS ANALYSIS, BY AN INDEPENDENT SOILS TESTING LABORATORYRECOGNIZED BY THE STATE DEPARTMENT OF AGRICULTURE, SHALL BE USEDTO RECOMMEND AN APPROPRIATE PLANTING SOIL AND/OR SPECIFIED SOILAMENDMENTS.9. SOIL SHALL BE FREELY DRAINING. INSTALLATION OF CLAY SOIL IS NOTALLOWED.10. PLANTING SOIL TEXTURE SHALL BE LOOSE AND FRIABLE TO ALLOW FREEMOVEMENT OF WATER AND ROOTS. COMPACTION LEVELS WITHIN NEWPLANTING AREAS SHALL NOT EXCEED 100 PSI AS MEASURED BY A SOILPENETROMETER.11. TOPSOIL SHALL BE AMENDED AS RECOMMENDED BY AN INDEPENDENT SOILSTESTING LABORATORY AND AS OUTLINED IN THE SPECIFICATION.12. ALL LANDSCAPED AREAS SHALL BE COVERED BY A LAYER OF ORGANIC MULCHTO A MINIMUM DEPTH OF 2-INCHES.IRRIGATION1. UNLESS OTHERWISE INDICATED, ALL NEW LANDSCAPE AREAS TO BE IRRIGATEDWITH A FULLY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM.2. ASSESS EXISTING IRRIGATION SYSTEM, IF PRESENT, FOR FUNCTIONALITY ANDABILITY TO ACCOMMODATE NEW LANDSCAPE AREAS.3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (IRRIGATION PLANS) TOLANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. DRAWINGS TO INDICATEHEAD TYPE, GALLONS PER MINUTE, LATERAL LINES, AND BE AT MINIMUM SCALEOF 1"=20'4. CONTRACTOR TO DETERMINE STATIC WATER PRESSURE AT THE P.O.C. PRIORTO PREPARING SHOP DRAWINGS.5. CONTRACTOR SHALL ESTABLISH MINIMUM PRESSURE AND MAXIMUM DEMANDREQUIREMENTS FOR IRRIGATION SYSTEM DESIGN, AND PROVIDE INFORMATIONIN AN IRRIGATION SCHEDULE.6. IRRIGATION SYSTEM AS DESIGNED AND INSTALLED SHALL PERFORM WITHINTHE TOLERANCES AND SPECIFICATIONS OF THE SPECIFIED MANUFACTURERS.7. SYSTEM SHALL BE DESIGNED TO SUPPLY MANUFACTURER'S SPECIFIEDMINIMUM OPERATING PRESSURE TO FARTHEST EMITTER FROM WATER METER.8. SYSTEM SHALL PROVIDE HEAD TO HEAD COVERAGE WITHOUT OVERSPRAYONTO BUILDING, FENCES, SIDEWALKS, PARKING AREAS, OR OTHERNON-VEGETATED SURFACES.9. ALL IRRIGATION PIPE MATERIAL AND INSTALLATION SHALL CONFORM TOAPPLICABLE CODE FOR PIPING AND COMPONENT REQUIREMENTS.10. PROVIDE SLEEVING AT ALL AREAS WHERE PIPE TRAVELS UNDER CONCRETE ORHARD SURFACING.11. VALVES SHALL BE WIRED AND INSTALLED PER MANUFACTURER'SRECOMMENDED INSTALLATION PROCEDURES AND CONNECTED TO THEIRRIGATION CONTROLLER.12. CONTRACTOR TO CONFIRM EXISTING BACKFLOW PREVENTOR IS FULLYOPERATIONAL AND CONFORMING TO JURISDICTIONAL REQUIREMENTS.13. CONTROLLER EXISTS. VERIFY LOCATION AND EXPANSION CAPACITY WITHOWNER'S REPRESENTATIVE.14. QUICK COUPLERS TO BE PLACED EVERY 150 LINEAR FEET MAX.15. IRRIGATION SHALL BE WINTERIZED THROUGH LOW PRESSURE, HIGH VOLUMEAIR BLOWOUT CONNECTION THROUGH QUICK COUPLER. CONTRACTOR TOVERIFY LOCATION AND FUNCTIONALITY OF QUICK COUPLERS.16. THE SYSTEM SHALL BE GRAVITY DRAINED. THE CONTRACTOR SHALL VERIFYPRESENCE OF APPROPRIATE MANUAL DRAINS AT LOW POINTS.LANDSCAPE NOTESALL RIGHTS RESERVEDMACKENZIE 2021SHEET TITLE:JOB NO.SHEETTHESE DRAWINGS ARE THE PROPERTY OFMACKENZIE AND ARE NOT TO BE USEDOR REPRODUCED IN ANY MANNER,WITHOUT PRIOR WRITTEN PERMISSIONCHECKED BY:DRAWN BY:ProjectLes Schwab RentonModernization354 Union Avenue NE,Renton, WACENTRE POINTE CONSULTANTS, INC.NOVEMBER 10, 20172200047.00PERMIT SET: 01.28.2021ClientLes Schwab20900 Cooley RoadPO Box 5350 Bend, OR97701©220004700\DRAWINGS\LANDSCAPE\047_L0.01.DWG:L1.10 NRF 04/08/21 23:16 1:0.08L1.10PLANTING PLANAND NOTESNRFSPTREVISION SCHEDULEIssued AsDelta Issue Date1 ADD 001 03/12/20212 ADD 002 04/09/2021WALGREENSEXTEND IRRIGATIONTHIS SIDEEXTEND IRRIGATIONTHIS SIDEEXTEND IRRIGATIONTHIS SIDERELOCATE IRRIGATIONAT WALKWAY EXTENSIONREMOVE 3 SHRUBSREMOVE 1 SHRUB FORSIGHT LINESREMOVE 4 SHRUBSL1.1004/09/2021&&$&$’%’%%(((.(*+*(,-#(("*(.*(