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WOODBURN CONSTRUCTION SHEET DRAWN REVISIONS JOB NO. DATE 2024.0041 JUNE 27, 2025 In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern. RAY J GLATT CIRCLE WOODBURN, OR 97071 Designs, LLC Laurus PROJECT 1662C 1012 Pine Street Silverton, Oregon 97381 [PHONE REDACTED] laurusdesigns.com KN / LAA L0.0 COVER SHEET MAP COURTESY OF GOOGLE L0.0 COVER SHEET L1.1 PLANTING PLAN AND SCHEDULE L1.2 PLANTING NOTES AND DETAILS L1.3 PLANTING DETAILS L2.1 IRRIGATION PLAN AND SCHEDULE L2.2 IRRIGATION NOTES AND DETAILS AC + CO ARCHITECTURE I COMMUNITY 1100 LIBERTY STREET SE STE 200 SALEM, OR 97302 503 . 581 . 4114 LAURUS DESIGNS, LLC LAURA ANTONSON, RLA, ASLA 1012 PINE STREET SILVERTON, OREGON 97381 503 . 784 . 6494 [EMAIL REDACTED] WOODBURN CONSTRUCTION RAY J GLATT CIRCLE & NORTH BOONES FERRY ROAD WOODBURN, OREGON DRAWINGS FOR: LANDSCAPE ARCHITECT: SHEET INDEX: VICINITY MAP: PROJECT SITE CALL BEFORE YOU D G AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY. 1.[PHONE REDACTED] OR www.callbeforeyoudig.org ---PAGE BREAK--- NO PARKING ELECTRIC VEHICLE CHARGING ELECTRIC VEHICLE CHARGING ELECTRIC VEHICLE CHARGING CARPOOL / VANPOOL CARPOOL / VANPOOL COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT NO PARKING SIGNIFICANT TREE TO REMAIN SIGNIFICANT TREE TO REMAIN BICYCLE RACKS, TYP. EXISTING STREET TREES TO REMAIN PROPOSED BUILDING EXISTING BUILDING FUTURE OFFICE EXPANSION PARKING LOT EXISTING PARKING LOT ENTRY / EXIT ENTRY / EXIT PROPERTY LINE PROPERTY LINE PROPERTY LINE EXISTING BUILDING TRASH ENC. SIDEWALK SIDEWALK SIDEWALK SIDEWALK PROPERTY LINE RAY J.GLATT CIRCLE (109) ZONE B (155 SF) (621) ZONE A (776 SF) 179 178 177 176 179 179 178 176 177 178 R M S S S M M R R R R RASP (3,683 sf) FLUR SIDEWALK EXISTING LIGHT TO REMAIN SIDEWALK EXISTING SIGN TO REMAIN EXISTING SIGN POST TO REMAIN SIDEWALK EXISTING TREE TO REMAIN PROPERTY LINE PROPERTY LINE PLANT SCHEDULE TREES QTY BOTANICAL / COMMON NAME SIZE MATURE SIZE 5 ACER GRISEUM / PAPERBARK MAPLE 2" CAL., B&B SMALL 2 ACER RUBRUM 'BOWHALL' / BOWHALL RED MAPLE 2" CAL., B&B STREET TREE 7 JUNIPERUS SCOPULORUM 'BLUE ARROW' / BLUE ARROW JUNIPER 10` HT., B&B SMALL 6 NYSSA SYLVATICA / TUPELO 2" CAL., B&B LARGE SHRUBS QTY BOTANICAL / COMMON NAME SIZE 27 ABELIA X GRANDIFLORA `KALEIDOSCOPE` / KALEIDOSCOPE ABELIA 2 GAL. 23 BERBERIS THUNBERGII `CRIMSON / CRIMSON BARBERRY 2 GAL. 8 EUONYMUS JAPONICUS `SILVER KING` / SILVER KING EUONYMUS 2 GAL. 27 LIGUSTRUM JAPONICUM 'TEXANUM' / TEXAS JAPANESE PRIVET 5 GAL. 5 MAHONIA AQUIFOLIUM / OREGON GRAPE 2 GAL. 3 MAHONIA REPENS / CREEPING MAHONIA 2 GAL. 25 MYRICA CALIFORNICA / PACIFIC WAX 5 GAL. 46 SPIRAEA JAPONICA 'GOLDMOUND' / GOLDMOUND JAPANESE SPIREA 2 GAL. GROUND COVERS QTY BOTANICAL / COMMON NAME SIZE SPACING RASP 6 (76 SF) RUBUS PENTALOBUS `EMERALD CARPET` / EMERALD CARPET CREEPING RASPBERRY 1 GAL. 48" o.c. FLUR 4,663 SF PRO TIME 755 / FLEUR DE LAWN SEED AT RATE OF 1-2 LBS PER 1,000 SF LANDSCAPE PLANTING REQUIREMENTS: OTHER YARDS REQUIRED PLANTS: 1 PLANT UNIT (PU) / 50 SF SIGNIFICANT TREE = 15 PU LARGE TREE = 10 PU MEDIUM TREE = 8 PU SMALL TREE = 4 PU LARGE SHRUB = 2 PU SMALL/MEDIUM SHRUB = 1 PU LAWN/GROUND COVER = 1 PU / 50 SF LANDSCAPE SQUARE FOOTAGE =12,934 SF NUMBER OF PLANT UNITS = 259 PU PLANTS # OF PLANTS PLANT UNITS LARGE TREE - - MEDIUM TREE - - SMALL TREE 4 16 LARGE SHRUB 52 104 SMALL / MEDIUM SHRUB 54 54 LAWN / GROUNDCOVER 5,594 sf 112 TOTAL PLANT UNITS 286 SITE INFORMATION: PAVED PARKING SURFACE AREA:36,884 SF REQUIRED: 20% = 7,377 SF PROPOSED: 7,534 SF DETENTION BASIN 1 PLANT SCHEDULE SHRUBS QTY BOTANICAL / COMMON NAME SIZE 5 CORNUS SERICEA 'KELSEYI' / KELSEY'S DWARF RED TWIG DOGWOOD 2 GAL. 3 MAHONIA AQUIFOLIUM / OREGON GRAPE 2 GAL. 3 ALBUS / COMMON WHITE SNOWBERRY 2 GAL. GROUND COVERS QTY BOTANICAL / COMMON NAME SIZE SPACING ZONE A 156 155 155 155 CAREX DENSA / DENSE SEDGE JUNCUS ENSIFOLIUS / DAGGER-LEAF RUSH JUNCUS TENUIS / SLENDER RUSH SCIRPUS MICROCARPUS / SMALL FRUITED BULRUSH 1 GAL. 15" O.C., PLANT IN ROWS 10' WIDE, ALTERNATING PLANTS ZONE B 37 36 36 UVA-URSI FRAGARIA VIRGINIANA / WILD STRAWBERRY MAHONIA REPENS / CREEPING OREGON GRAPE 1 GAL. 12" O.C., PLANT RANDOMLY FOR FULL COVERAGE R M S DETENTION BASIN PLANTING REQUIREMENTS FACILITY NUMBER TOTAL FACILITY SF ZONE A SF / PLANTS ZONE B SF / PLANTS 1 931 SF 776 SF / 621 HERBACEOUS 155 SF / 11 SHRUBS AND 109 GROUND COVERS REQUIREMENTS PER 100 SF OF PLANTER ZONE A: 80 HERBACEOUS PLANTS ZONE B: 7 SHRUBS AND 70 GROUND COVER GROUND COVERS QTY BOTANICAL / COMMON NAME 295 SF HYPERICUM CALYCINUM / CREEPING ST. JOHN`S WORT 80 SF IMPERATA CYLINDRICA / JAPANESE BLOOD GRASS 3,026 SF LAWN SHRUBS QTY BOTANICAL / COMMON NAME MATURE SIZE 19 BERBERIS THUNBERGII / JAPANSES BARBERRY SMALL 5 CORNUS SERICEA / RED TWIG DOGWOOD LARGE 28 EUONYMUS JAPONICUS / EUONYMUS SMALL 16 NANDINA DOMESTICA / HEAVENLY BAMBOO SMALL 3 NANDINA DOMESTICA / HEAVENLY BAMBOO LARGE 31 PRUNUS LAUROCERASUS `MOUNT VERNON` / MOUNT VERNON LAUREL SMALL 21 PRUNUS LAUROCERASUS `OTTO LUYKEN` / OTTO LUYKEN ENGLISH LAUREL LARGE 4 PRUNUS LUSITANICA / PORTUGAL LAUREL LARGE 10 VIBURNUM DAVIDII / DAVID VIBURNUM SMALL 9 VIBURNUM TINUS / LAURUSTINUS SMALL EXISTING PLANT SCHEDULE TREES QTY BOTANICAL / COMMON NAME MATURE SIZE 3 ACER PALMATUM / JAPANESE MAPLE SMALL 1 ACER RUBRUM / RED MAPLE LARGE LANDSCAPE PLANTING REQUIREMENTS: OFF-STREET PARKING/LOADING REQUIRED PLANTS: 1 PLANT UNIT (PU) /20 SF AND REQUIRED TREE PER PARKING SPACES BELOW 1 SMALL TREE PER 10 PARKING SPACES 1 MEDIUM TREE PER 15 PARKING SPACES 1 LARGE TREE PER 25 PARKING SPACES LANDSCAPE SQUARE FOOTAGE = 7,534 SF NUMBER OF PLANT UNITS = 377 PU NUMBER OF PARKING SPACES = 67 SPACES = 3 LARGE TREES PLANTS # OF PLANTS PLANT UNITS LARGE TREE 7 70 MEDIUM TREE - - SMALL TREE 11 44 LARGE SHRUB 33 66 SMALL / MEDIUM SHRUB 168 168 LAWN / GROUNDCOVER 2,279 SF 45 TOTAL PLANT UNITS 393 WOODBURN CONSTRUCTION SHEET DRAWN REVISIONS JOB NO. DATE 2024.0041 JUNE 27, 2025 In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern. RAY J GLATT CIRCLE WOODBURN, OR 97071 Designs, LLC Laurus PROJECT 1662C 1012 Pine Street Silverton, Oregon 97381 [PHONE REDACTED] laurusdesigns.com KN / LAA GENERAL NOTES: EXISTING TREES TO REMAIN LEGEND: L1.1 SCALE: 1 PLANTING PLAN 1" = 20'-0" 1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE CIVIL DRAWINGS. CALL BEFORE YOU DIG. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. 2. SEE ARCHITECTURAL DRAWINGS FOR SITE PLAN. 3. SEE CIVIL DRAWINGS FOR GRADING, UTILITIES AND STORMWATER. 4. STREET TREES SELECTED FROM CITY OF WOODBURN APPROVED STREET TREES FOR PLANTERS 6' WIDE. 5. PLANT SCHEDULE SEE THIS SHEET. 6. PLANTING NOTES AND DETAILS SEE SHEET L1.2. 7. IRRIGATION PLAN SEE SHEET L2.1. ---PAGE BREAK--- WOODBURN CONSTRUCTION SHEET DRAWN REVISIONS JOB NO. DATE 2024.0041 JUNE 27, 2025 In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern. RAY J GLATT CIRCLE WOODBURN, OR 97071 Designs, LLC Laurus PROJECT 1662C 1012 Pine Street Silverton, Oregon 97381 [PHONE REDACTED] laurusdesigns.com KN / LAA GENERAL NOTES: L1.2 PLANTING NOTES & DETAILS TREE PLANTING AT 1 1/2" CALIPER OR GREATER SCALE: NTS 3 X ROOTBALL 2'-0" MIN. REMOVE TWINE, BURLAP AND ANY WIRE FROM ROOTBALL 2X2X8 WOOD STAKES OUTSIDE ROOTBALL. SECURE TO TREE WITH GALVINZIED WIRE AND SOFT TREE TIES. KEEP LOOSE TO ALLOW FOR 4" OF MOVEMENT EACH WAY. SECURE WIRE 3' UNDER FIRST LIMBS OR 5' FROM FINISH GRADE, WHICHEVER IS LOWEST. BACKFILL WITH 13 COMPOST AND 2 3 TOPSOIL. PRIOR TO MULCHING, TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. EXISTING SITE SOIL ADDED TO CREATE A SMOOTH TRANSITION FROM THE TOP OF THE RAISED ROOT BALL TO THE FINISHED GRADE AT A 15% MAX. SLOPE. ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. MULCH AS NOTED. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL AND KEEP 4" AWAY FROM BASE OF TRUNK. SET ROOT FLARE AT OR 1" ABOVE FINISHED GRADE. TRUNK CALIPER SHALL MEET ANSI Z60 CURRENT EDITION FOR ROOT BALL SIZE. CENTRAL LEADER LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE COMPACTION, TAPER SIDES, SCARIFY BOTTOM AND EDGES OF EXISTING SOIL. EXISTING SOIL SET ROOTBALL ON EXISTING OR RECOMPACTED SOIL. 1 3 X ROOTBALL 2'-0" MIN. REMOVE TWINE, BURLAP AND ANY WIRE FROM ROOTBALL 2X2X8 WOOD STAKES OUTSIDE ROOTBALL. SECURE TO TREE WITH GALVINZIED WIRE AND SOFT TREE TIES. KEEP LOOSE TO ALLOW FOR 4" OF MOVEMENT EACH WAY. BACKFILL WITH 13 COMPOST AND 2 3 TOPSOIL. PRIOR TO MULCHING, TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE TREE. DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. EXISTING SITE SOIL ADDED TO CREATE A SMOOTH TRANSITION FROM THE TOP OF THE RAISED ROOT BALL TO THE FINISHED GRADE AT A 15% MAX. SLOPE. ROUND-TOPPED SOIL BERM 4" HIGH X 8" WIDE ABOVE ROOT BALL SURFACE SHALL BE CONSTRUCTED AROUND THE ROOT BALL. BERM SHALL BEGIN AT ROOT BALL PERIPHERY. MULCH AS NOTED. NO MORE THAN 1" OF MULCH ON TOP OF ROOT BALL AND KEEP 4" AWAY FROM BASE OF TRUNK. SET ROOT FLARE AT OR 1" ABOVE FINISHED GRADE. CENTRAL LEADER LOOSENED SOIL. DIG AND TURN THE SOIL TO REDUCE COMPACTION, TAPER SIDES, SCARIFY BOTTOM AND EDGES OF EXISTING SOIL. EXISTING SOIL SET ROOTBALL ON EXISTING OR RECOMPACTED SOIL. SECURE LOW ON TRUNK, 2' TO 3' FROM FINISH GRADE AND UNDER FIRST LIMBS, WHICHEVER IS LOWEST. CONIFER PLANTING OVER 6' HT. DETAIL SCALE: NTS 2 NOTES 1. KEEP 18" FROM CURBS, SIDEWALKS, LAWN AND/OR TREES AND SHRUBS TRIANGULATE GROUND COVER PLANTS PER SPECIFIED ON CENTER SPACING. SEE PLANT SCHEDULE FOR ON CENTER SPACING GROUND COVER SPACING DETAIL SCALE: NTS 3 TAPER SIDES, SCARIFY BOTTOM AND EDGES OF HOLE. BACKFILL WITH 1/3 COMPOST AND 2/3 TOPSOIL. SET ROOT FLARE 1/2" ABOVE FINISHED GRADE. MULCH AS NOTED, KEEP 4" AWAY FROM BASE OF PLANT. 3 X ROOTBALL COVER PLANTING DETAIL SCALE: NTS SHRUB AND GROUND 4 GENERAL PLANTING NOTES: 1. THE LANDSCAPE CONTRACTOR IS TO THOROUGHLY REVIEW THE SITE. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLAN AND EXISTING CONDITIONS THE LANDSCAPE ARCHITECT IS TO BE IMMEDIATELY NOTIFIED. 2. IF THE LANDSCAPE CONTRACTOR STARTS WORK BEFORE SITE CONDITIONS ARE READY, THEY WILL BE RESPONSIBLE FOR ANY ADDITIONAL COSTS RELATING TO THE CONDITION. 3. PLANT MATERIALS SHALL BE FREE OF DISEASE, INJURY, AND INSECT INFESTATION. UNHEALTHY OR DAMAGED PLANTS SHALL BE REPLACED BY LANDSCAPE CONTRACTOR. ALL PLANT MATERIAL SHALL FOLLOW THE CURRENT AMERICAN STANDARD FOR NURSERY STOCK PUBLICATIONS INCLUDING ANSI A300 AND ANSI Z60. 4. PLANTER BEDS: ALL PLANTER BEDS SHALL HAVE A MINIMUM DEPTH OF 8" WORKABLE TOPSOIL, COMPACTED AT A MAXIMUM OF 85% STANDARD PROCTOR MAXIMUM DRY DENSITY. TOPSOIL SHALL BE OVER ROCK-FREE SUBGRADE. SUBGRADE TO BE RIPPED AND TILLED TO 6" DEPTH AND REMOVE ALL DEBRIS 2" OR LARGER. SMALL PLANTER AREAS MAY REQUIRE REMOVAL OF COMPACTED SOIL, ROCK, GRAVEL TO AT LEAST 18" DEEP. LOOSEN AND AMEND SOIL BEFORE REPLACING IN 6" LIFTS TO FINISH GRADE. 5. LAWN BEDS: ALL LAWNS BEDS SHALL HAVE A MINIMUM DEPTH OF 3" WORKABLE TOPSOIL WITH 1" CLEAN, MATURE COMPOST. THOROUGHLY MIX AND TILL 2" INTO SUBGRADE FOR A TOTAL DEPTH OF 6" UNCOMPACTED, WORKABLE SOIL. 6. TOPSOIL MIX: AMEND EXISTING SOIL IN-SITU OR STOCK PILE SOIL ON SITE. IMPORT TOPSOIL ONLY AS NECESSARY. CONDUCT A SOIL SAMPLE FOR EACH TYPE OF PLANTER AREA. SEND SAMPLES TO AN INDEPENDENT LABORATORY RECOGNIZED BY THE STATE DEPARTMENT OF AGRICULTURE AND SPECIALIZING IN AGRONOMIC SOIL ANALYSIS FOR TESTING AND AMENDMENT RECOMMENDATIONS. 7. SOIL AMENDMENTS: ADD A MINIMUM OF 3" CLEAN, MATURE COMPOST TO TOPSOIL FOR PLANTER AREAS AND 1" CLEAN, MATURE COMPOST FOR LAWN BEDS, TILL IN, FOR ALL BEDS. FOR BIDDING PURPOSES, ASSUME GENERAL SOIL AMENDMENTS AS FOLLOWS PER 1000' SF AT 6" LIFTS UNTIL SOIL ANALYSIS RECOMMENDATION IS COMPLETE, SEE ABOVE FOR COMPOST: · 25 LBS GYPSUM · 75 LBS LIME · 8 LBS SUPERPHOSPHATE · 3 LBS AMMONIUM NITRATE · 4 OZS ZINC SULFATE · 8 OZS MANGANESE SULFATE 8. MYCORRHIZAL FUNGI INOCULATE: USE A COMBINED ENDO AND ECTO MYCORRHIZAL FUNGI INOCULATE SUCH AS BIO-ORGANICS OR EQUAL AT A RATE OF: · 2" CAL. B&B TREE: 3 TEASPOONS · 5 GALLON: 2 TEASPOONS · 1-3 GALLON PLANT: 1 TEASPOON · 4" POT: 1/4 TEASPOON · SEED/TURF: 1 LB PER 2000 SF DO NOT USE ON RHODODENDRON/AZALEA, HUCKLEBERRY, SEDGE, RUSH, HEATH. 9. PLANTING: VERIFY SOIL IS APPROPRIATELY DRY FOR DIGGING. SEE DETAILS THIS SHEET FOR HOLE DEPTH, WIDTH AND BACKFILL. DEEP WATER IMMEDIATELY AFTER PLANTING. 10. MOUND PLANTING BED AREAS 3% FOR POSITIVE DRAINAGE AND AESTHETICS. SLOPE AWAY FROM BUILDINGS. 11. MULCH: SPREAD 2" MAX. DEPTH AGED FIR MULCH IN ALL PLANTER BEDS AND OPEN LANDSCAPE AREAS. KEEP MULCH AWAY FROM PLANT BASE. 12. FERTILIZER: DO NOT USE ADDITIONAL FERTILIZERS ON NEWLY PLANTED TREES FOR FIRST YEAR. 13. TREES: TREE STAKES TO BE REMOVED AFTER 6 MONTHS. 14. LAWN: PROVIDE 48" DIAMETER LAWN CUT-OUTS AROUND ALL TREES. MULCH CUT-OUTS, KEEP MULCH AT LEAST 4" AWAY FROM BASE OF TREE. KEEP LAWN 12" FROM FENCES AND BUILDINGS. MULCH AREAS AT FENCE AND BUILDING. 15. SEED: HYDROSEED IN SPRING AFTER MARCH 15TH OR FALL BEFORE OCTOBER 15TH. 16. PLANT QUANTITIES SHOWN ARE INTENDED TO ASSIST THE CONTRACTOR IN EVALUATING THEIR OWN TAKE-OFFS. IF THERE IS A DISCREPANCY BETWEEN PLANT QUANTITIES AND SYMBOLS SHOWN, USE THE LARGER OF THE TWO AMOUNTS. CONTRACTOR IS RESPONSIBLE FOR ALL FINAL QUANTITIES. 17. NOTIFY LANDSCAPE ARCHITECT OF SUBSTITUTIONS. 18. PLANTS TO BE UNDER WARRANTY FOR A MINIMUM OF 12 MONTHS STARTING FROM FULL COMPLETION. NOTES: 1. MEANS AND METHODS OF SOIL COMPACTION SHALL BE DETERMINED AT TIME OF SOIL MOCK UP. 2. SOIL COMPACTION AFTER INSTALLATION SHALL BE 75 - 250 PSI AT SOIL MOISTURE BETWEEN FIELD CAPACITY AND WILTING POINT. 3. FOR SOIL DEPTHS SEE PLANTING SOIL SPECIFICATIONS OR PLANTING NOTES. 4. SEE PLANTING SOIL SPECIFICATIONS OR PLANTING NOTES FOR ADDITIONAL REQUIREMENTS. LOOSEN SUBGRADE BY DRAGGING TEETH OF BUCKET PROPOSED FINISHED GRADE AFTER SETTLEMENT FINISH GRADE AFTER INSTALLATION BUT BEFORE SETTLEMENT EXISTING SOIL, CONFIRM SUBGRADE DRAINS 1/2" PER HOUR OR GREATER PAVEMENT 6" LIFTS 6" LIFTS 10%-15% OF SOIL DEPTH INSTALL LIFTS IN 6'-8' ROWS MODIFIED EXISTING SOIL WITH AMENDMENTS SCALE: NTS 7 NOTES: 1. PRIOR TO THE START OF WORK REMOVE ALL THATCH, SOD, AND/OR WEEDS. 2. LOOSEN SOIL WITH AIR KNIFE OR APPROVED EQUAL TO A DEPTH OF 9" AND WORK AROUND ENCOUNTERED ROOTS. 3. APPLY 2" - 3" OF COMPOST OVER LOOSENED SOIL. USING AN AIR KNIFE MIX COMPOST INTO LOOSENED SOIL. 4. WATER ENTIRE ROOT ZONE AT END OF EACH WORK DAY. 5. SEE PLANTING SOIL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. REMOVE TURF AND WEEDS BEFORE TREATMENT LOOSENED SOIL WITH AIR KNIFE APPLY 2"-3" OF COMPOST AND MIX INTO LOOSE SOIL EXISTING SOIL STEP 1 STEP 2 STEP 3 9" AMENDED SOIL IN TREE DRIPLINE SCALE: NTS 6 APPROVED STORMWATER GROWING MEDIUM, SEE CIVIL DETAIL FOR DEPTH GROUND COVER PLANT MULCH AS NOTED, KEEP AWAY FROM BASE OF PLANT AND OUT OF FREQUENTLY INUNDATED AREAS STORMWATER CONTAINER PLANTS SCALE: NTS NOTES 1. KEEP 12" FROM CURBS, SIDEWALKS, LAWN AND/OR TREES AND SHRUBS 5 1. THE LANDSCAPE CONTRACTOR IS TO THOROUGHLY REVIEW THE SITE. IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLAN AND EXISTING CONDITIONS THE LANDSCAPE ARCHITECT IS TO BE IMMEDIATELY NOTIFIED. 2. IF THE LANDSCAPE CONTRACTOR STARTS WORK BEFORE SITE CONDITIONS ARE READY, THEY WILL BE RESPONSIBLE FOR ANY ADDITIONAL COSTS RELATING TO THE CONDITION. 3. SEE CITY OF WOODBURN STORMWATER REQUIREMENTS FOR MORE INFORMATION. 4. CONTAINER STOCK MAY BE PLANTED YEAR ROUND IF CONDITIONS PERMIT. PLANT AFTER 48 HOURS OF DRY WEATHER TO AVOID SOIL COMPACTION. USE JUTE OR COIR MATTING TO PREVENT EROSION IF NEEDED. 5. PLANT MATERIALS SHALL BE FREE OF DISEASE, INJURY, AND INSECT INFESTATION. UNHEALTHY OR DAMAGED PLANTS SHALL BE REPLACED BY LANDSCAPE CONTRACTOR. 6. SEE CIVIL PLANS FOR GRADING, EROSION CONTROL AND SITE PREPARATION. 7. MULCH: DO NOT USE MULCH IN ZONE 1 AND OTHER FREQUENTLY INUNDATED AREAS. 8. FACILITY TO BE IRRIGATED WITH IRRIGATION SYSTEM FOR A MINIMUM OF 2 YEARS. SEE IRRIGATION PLAN. PLANTS TO RECEIVE A MINIMUM OF 1" OF WATER PER WEEK FROM JUNE 15TH TO OCTOBER 15TH THE FIRST YEAR AND BE MONITORED TO MAINTAIN HEALTHY CONDITIONS. WATER AMOUNTS MAY BE REDUCED THE SECOND YEAR FROM JUNE 15TH TO OCTOBER 15TH, BUT MAINTAIN WEEKLY WATERING AND ADDITIONAL WATERING MAY BE NEEDED BASED ON MONITORING. 9. MAINTENANCE AND MONITORING TO TAKE PLACE ANNUALLY. TAG PLANTS WITH A RUST PROOF LABEL TO FACILITATE MONITORING. REPLACE DEAD OR DYING PLANT MATERIAL AS NEEDED. STORMWATER FACILITY PLANTING NOTES: 1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE CIVIL DRAWINGS. CALL BEFORE YOU DIG. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. 2. SEE ARCHITECTURAL DRAWINGS FOR SITE PLAN. 3. SEE CIVIL DRAWINGS FOR GRADING, UTILITIES AND STORMWATER. 4. STREET TREES SELECTED FROM CITY OF WOODBURN APPROVED STREET TREES FOR PLANTERS 6' WIDE. 5. PLANT SCHEDULE SEE SHEET L1.1. 6. PLANTING NOTES AND DETAILS SEE THIS SHEET AND L1.3. 7. IRRIGATION PLAN SEE SHEET L2.1. ---PAGE BREAK--- WOODBURN CONSTRUCTION SHEET DRAWN REVISIONS JOB NO. DATE 2024.0041 JUNE 27, 2025 In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern. RAY J GLATT CIRCLE WOODBURN, OR 97071 Designs, LLC Laurus PROJECT 1662C 1012 Pine Street Silverton, Oregon 97381 [PHONE REDACTED] laurusdesigns.com KN / LAA L1.3 PLANTING DETAILS NOTES: 1- ALL TREES SHOWN ARE REJECTABLE UNLESS THEY UNDERGO RECOMMENDED CORRECTION. 2- FIRST STEP 1, THEN STEP 2. ADJUST HOLE DEPTH TO ALLOW FOR THE REMOVAL OF EXCESS SOIL AND ROOTS OVER THE ROOT COLLAR. 3- ROOTS AND SOIL MAY BE REMOVED DURING THE CORRECTION PROCESS; SUBSTRATE/SOIL SHALL BE REPLACED AFTER THE CORRECTION HAS BEEN COMPLETED. DO NOT COVER ROOT FLARE. 4- TREES SHALL PASS ROOT OBSERVATIONS DETAIL FOLLOWING CORRECTION. TREE PLANTED TOO DEEPLY IN ROOT BALL. REMOVE EXCESS SOIL AND ROOTS TO MEET ROOT INSPECTION DETAIL. REMOVE STRUCTURAL ROOTS (4 SHOWN IN GRAY) EXTENDING FROM ROOT BALL. FOUR STRUCTURAL ROOTS SHOWN IN GRAY. REMOVE ROOT (WHITE) GROWING OVER STRUCTURAL ROOTS. FIVE STRUCTURAL (LARGE) ROOTS SHOWN IN GRAY. REMOVE STRUCTURAL (WHITE) ROOT WRAPPING ROOT COLLAR. SIX STRUCTURAL ROOTS SHOWN IN GRAY. REMOVE STRUCTURAL ROOTS (WHITE) GROWING OVER ROOT COLLAR BY CUTTING THEM JUST BEFORE THEY MAKE AN ABRUPT TURN. SEVEN STRUCTURAL ROOTS SHOWN IN GRAY. REMOVE STRUCTURAL ROOTS (WHITE) GROWING AROUND OR OVER ROOT COLLAR BY CUTTING THEM JUST BEFORE THEY MAKE AN ABRUPT TURN. REMOVE STRUCTURAL ROOTS (4 SHOWN IN GRAY) DEFLECTED ON ROOT BALL PERIPHERY. SMALL ROOTS (1/4" OR LESS) AT THE PERIPHERY OF THE ROOT BALL ARE NOT DEFINED AS DEFECTS AND DO NOT NEED TO BE REMOVED. CUT HERE CUT HERE CUT HERE CUT HERE CUT HERE CUT HERE ROOT COLLAR ROOT COLLAR REMOVE EXCESS SOIL REMOVE EXCESS ROOTS NEW ROOT BALL SURFACE STEP 1: REMOVE SOIL AND ROOTS OVER ROOT COLLAR STEP 2: REMOVE DEFECTS ROOT CORRECTION: BALLED & BURLAP SCALE: NTS 2 STRUCTURAL ROOTS PRIMARILY GROW TO ONE SIDE. STRUCTURAL ROOTS MISSING FROM ONE SIDE, AND/OR GROW TANGENT TO TRUNK. STRUCTURAL ROOTS DESCEND INTO ROOT BALL INTERIOR. NO STRUCTURAL ROOTS ARE HORIZONTAL AND REACH THE ROOT BALL PERIPHERY NEAR THE TOP OF THE ROOT BALL. ONLY ABSORBING ROOTS REACH THE PERIPHERY NEAR THE TOP OF THE ROOT BALL. STRUCTURAL ROOTS MOSTLY WRAP OR ARE DEFLECTED ON THE ROOT BALL INTERIOR. STRUCTURAL ROOTS CIRCLE AND DO NOT RADIATE FROM THE TRUNK. THE POINT WHERE TOP-MOST ROOT(S) EMERGES FROM THE TRUNK (ROOT COLLAR) SHOULD BE WITHIN THE TOP 2" OF SUBSTRATE. THE ROOT COLLAR AND THE ROOT BALL INTERIOR SHOULD BE FREE OF DEFECTS INCLUDING CIRCLING, KINKED, ASCENDING, AND STEM GIRDLING ROOTS. STRUCTURAL ROOTS SHALL REACH THE PERIPHERY NEAR THE TOP OF THE ROOT BALL. NOTES: 1- OBSERVATIONS OF ROOTS SHALL OCCUR PRIOR TO ACCEPTANCE. ROOTS AND SOIL MAY BE REMOVED DURING THE OBSERVATION PROCESS; SUBSTRATE/SOIL SHALL BE REPLACED AFTER THE OBSERVATIONS HAVE BEEN COMPLETED. DO NOT COVER ROOT FLARE. ROOTS RADIATE FROM TRUNK AND REACH SIDE OF ROOT BALL WITHOUT DEFECTING DOWN OR AROUND. STRUCTURAL ROOTS CIRCLE INTERIOR OF ROOT BALL. NO STRUCTURAL ROOTS ARE HORIZONTAL AND REACH THE ROOT BALL PERIPHERY NEAR THE TOP OF THE ROOT BALL. STRUCTURAL ROOT GROWING TANGENT (PARALLEL) TO TRUNK. STRUCTURAL ROOT CIRCLING. ABSORBING ROOTS STRUCTURAL ROOTS ROOT COLLAR TOP OF ROOT BALL POINT WHERE TOP MOST ROOT EMERGES FROM TRUNK 2" ROOT BALL PERIPHERY STRUCTURAL ROOTS ABSORBING ROOTS ACCEPTABLE REJECTABLE ROOT OBSERVATIONS: BALLED AND BURLAPPED SCALE: NTS URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE 1 GENERAL NOTES: 1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE CIVIL DRAWINGS. CALL BEFORE YOU DIG. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. 2. SEE ARCHITECTURAL DRAWINGS FOR SITE PLAN. 3. SEE CIVIL DRAWINGS FOR GRADING, UTILITIES AND STORMWATER. 4. STREET TREES SELECTED FROM CITY OF WOODBURN APPROVED STREET TREES FOR PLANTERS 6' WIDE. 5. PLANT SCHEDULE SEE SHEET L1.1. 6. PLANTING NOTES AND DETAILS SEE THIS SHEET AND L1.2. 7. IRRIGATION PLAN SEE SHEET L2.1. ---PAGE BREAK--- NO PARKING ELECTRIC VEHICLE CHARGING ELECTRIC VEHICLE CHARGING ELECTRIC VEHICLE CHARGING CARPOOL / VANPOOL CARPOOL / VANPOOL COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT NO PARKING R M S S S M M R R R R SIGNIFICANT TREE TO REMAIN SIGNIFICANT TREE TO REMAIN BICYCLE RACKS, TYP. EXISTING STREET TREES TO REMAIN PROPOSED BUILDING EXISTING BUILDING FUTURE OFFICE EXPANSION PARKING LOT EXISTING PARKING LOT ENTRY / EXIT ENTRY / EXIT PROPERTY LINE PROPERTY LINE PROPERTY LINE EXISTING BUILDING TRASH ENC. SIDEWALK SIDEWALK SIDEWALK SIDEWALK PROPERTY LINE RAY J.GLATT CIRCLE 179 178 177 176 179 179 178 176 177 178 SIDEWALK SIDEWALK POC BF EXISTING TREE TO REMAIN 4.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1" 1" 1" 15.5 1 1" 1 13.6 2 1" 2 3.5 3 1" 3 14.9 5 1" 5 5 4 1" 4 C EXISTING 1" WATER METER BY OTHERS, CONTRACTOR TO VERIFY POINT OF CONNECTION MAINLINE, LATERALS AND VALVES SHOWN SCHEMATICALLY FOR GRAPHIC CLARITY. LOCATE IN PLANTER BED. VERIFY CONTROLLER LOCATION WITH OWNER MAINLINE, LATERALS AND VALVES SHOWN SCHEMATICALLY FOR GRAPHIC CLARITY. LOCATE IN PLANTER BED. STREET TREE IRRIGATION: CONNECT TO EXISTING IRRIGATION SYSTEM OR, WATER BY HAND (SEE NOTE #20 ON SHEET L2.2.) 1" 1" 114" PROPERTY LINE PROPERTY LINE EXISTING LANDSCAPING TO REMAIN, TYP. EXISTING LANDSCAPING TO REMAIN, TYP. IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY* PSI HUNTER MP STRIP PROS-00-PRS40 SHRUB ROTATOR, FIXED ON 24" RISER, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE LCS=IVORY LEFT STRIP, SS=BROWN SIDE STRIP, RCS=COPPER RIGHT STRIP. 3 40 HUNTER MP STRIP PROS-06-PRS40-CV-F SHRUB ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. LST=IVORY LEFT STRIP, SST=BROWN SIDE STRIP, RST=COPPER RIGHT STRIP ON PRS40 BODY. 35 40 HUNTER MP1000 PROS-06-PRS40-CV-F SHRUB ROTATOR, 6IN. POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. M=MAROON ADJ ARC 90 TO 210, L=LIGHT BLUE 210 TO 270 ARC, O=OLIVE 360 ARC ON PRS40 BODY. 16 40 HUNTER MP2000 PROS-06-PRS40-CV-F SHRUB ROTATOR, 6IN. POP-UP WITH FACTORY INSTALLED CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE. K=BLACK ADJ ARC 90-210, G=GREEN ADJ ARC 210-270, R=RED 360 ARC ON PRS40 BODY. 4 40 HUNTER MP800SR PROS-00-PRS40 SHRUB ROTATOR, FIXED ON 24" RISER, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ADJ=ORANGE AND GRAY (ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360) 11 40 HUNTER MP800SR PROS-06-PRS40-CV-F SHRUB ROTATOR, 6IN. POP-UP WITH CHECK VALVE, FLOGUARD, PRESSURE REGULATED TO 40 PSI, MP ROTATOR NOZZLE ON PRS40 BODY. ADJ=ORANGE AND GRAY ( ARC 90-210), 360=LIME GREEN AND GRAY (ARC 360) 23 40 HUNTER RZWS-SLEEVE-18-CV 18IN. LONG RZWS WITH FILTER FABRIC SLEEVE, .25 GPM OR .50 GPM BUBBLER OPTIONS, CHECK VALVE, 1/2IN. SWING JOINT FOR CONNECTION TO 1/2IN. PIPE 4 30 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY* PSI GPM RADIUS HUNTER I-20-04 2.0 TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. 8 35 1.7 33' HUNTER I-20-04 4.0 TURF ROTOR, 4IN. POP-UP. ADJUSTABLE AND FULL CIRCLE. PLASTIC RISER. DRAIN CHECK VALVE. STANDARD NOZZLE. 1 35 3.5 39' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY* HUNTER PGV-101G 1" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHT COMMERCIAL USE. FEMALE NPT INLET/OUTLET. GLOBE CONFIGURATION, WITH FLOW CONTROL. 5 HUNTER HQ-44LRC QUICK COUPLER VALVE, YELLOW RUBBER LOCKING COVER, RED BRASS AND STAINLESS STEEL, WITH 1" NPT INLET, 2-PIECE BODY. 1 SHUT OFF VALVE BRASS, LINE SIZE 1 ZURN 950XL 1" DOUBLE CHECK VALVE ASSEMBLY 1 HUNTER P2C-400 WITH (01) PCM-300 (VERIFY LOCATION WITH OWNER) LIGHT COMMERCIAL & RESIDENTIAL CONTROLLER, 7-STATION EXPANDED MODULE CONTROLLER, 120 VAC, OUTDOOR/INDOOR MODEL 1 POINT OF CONNECTION 1" (CONTRACTOR TO VERIFY) 1 IRRIGATION LATERAL LINE: 1" PVC CLASS 200 SDR 21 1,605 LF IRRIGATION MAINLINE: PVC SCHEDULE 40 524 LF PIPE SLEEVE: 4" PVC SCHEDULE 40 77 LF LST RST SST LST RST SST 1000 2000 800 A 800 F 800 A 800 F 0.25 0.50 2.0 4.0 BF C POC *QUANTITIES FOR ESTIMATING PURPOSES ONLY VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM WIRE PSI PSI @ POC PRECIP 1 HUNTER PGV-101G 1" SHRUB ROTARY 15.53 55.6 48.1 54.3 0.38 in/h 2 HUNTER PGV-101G 1" TURF ROTOR 13.6 139.9 39.0 46.2 0.51 in/h 3 HUNTER PGV-101G 1" TURF ROTOR 3.5 144.7 36.7 42.4 0.24 in/h 4 HUNTER PGV-101G 1" SHRUB ROTARY 5 419.5 42.0 48.3 0.6 in/h 5 HUNTER PGV-101G 1" SHRUB ROTARY 14.91 425.0 42.7 54.6 0.58 in/h Common Wire 523.6 WOODBURN CONSTRUCTION SHEET DRAWN REVISIONS JOB NO. DATE 2024.0041 JUNE 27, 2025 In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern. RAY J GLATT CIRCLE WOODBURN, OR 97071 Designs, LLC Laurus PROJECT 1662C 1012 Pine Street Silverton, Oregon 97381 [PHONE REDACTED] laurusdesigns.com KN / LAA GENERAL NOTES: EXISTING TREES TO REMAIN LEGEND: L2.1 SCALE: 1 IRRIGATION PLAN 1" = 20'-0" 1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE CIVIL DRAWINGS. CALL BEFORE YOU DIG. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. 2. SEE ARCHITECTURAL DRAWINGS FOR SITE PLAN. 3. SEE CIVIL DRAWINGS FOR GRADING, UTILITIES AND STORMWATER. 4. STREET TREES SELECTED FROM CITY OF WOODBURN APPROVED STREET TREES FOR PLANTERS 6' WIDE. 5. IRRIGATION SCHEDULE SEE THIS SHEET. 6. IRRIGATION NOTES AND DETAILS SEE SHEET L2.2. 7. PLANTING PLAN SEE SHEET L1.1. # Valve Number Valve Size Valve Flow VALVE CALLOUT # ---PAGE BREAK--- WOODBURN CONSTRUCTION SHEET DRAWN REVISIONS JOB NO. DATE 2024.0041 JUNE 27, 2025 In the event conflicts are discovered between the original signed and sealed documents prepared by the Architects and/or their Consultants, and any copy of the documents transmitted by mail, fax, electronically or otherwise, the original signed and sealed documents shall govern. RAY J GLATT CIRCLE WOODBURN, OR 97071 Designs, LLC Laurus PROJECT 1662C 1012 Pine Street Silverton, Oregon 97381 [PHONE REDACTED] laurusdesigns.com KN / LAA L2.2 IRRIGATION NOTES & DETAILS GENERAL NOTES: 1. VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. SEE CIVIL DRAWINGS. CALL BEFORE YOU DIG. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. 2. SEE ARCHITECTURAL DRAWINGS FOR SITE PLAN. 3. SEE CIVIL DRAWINGS FOR GRADING, UTILITIES AND STORMWATER. 4. STREET TREES SELECTED FROM CITY OF WOODBURN APPROVED STREET TREES FOR PLANTERS 6' WIDE. 5. IRRIGATION SCHEDULE SEE SHEET L2.1. 6. IRRIGATION NOTES AND DETAILS SEE THIS SHEET. 7. PLANTING PLAN SEE SHEET L1.1. 1. IRRIGATION SYSTEM DESIGN BASED ON 19.6 GPM AT 60 PSI. IF METER SIZE, FLOW (GPM) AND/OR STATIC PRESSURE (PSI) VARY, CONTACT LANDSCAPE ARCHITECT. 2. IRRIGATION DESIGN IS FROM THE POINT OF CONNECTION (POC) ONLY. IRRIGATION CONTRACTOR IS TO VERIFY POINT OF CONNECTION IN THE FIELD. INSTALLER IS TO CONFIRM THE MINIMUM DISCHARGE REQUIREMENTS OF THE POINT OF CONNECTION AS INDICATED ON THE LEGEND PRIOR TO INSTALLATION. 3. THE PRESSURE REQUIREMENT AT THE POINT OF CONNECTION IS BASED ON NO MORE THAN 5-FEET OF ELEVATION CHANGE IN THE AREAS OF IRRIGATION. 4. ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND ACCORDING TO LOCAL BUILDING, ELECTRICAL AND PLUMBING CODES. 5. IRRIGATION CONTRACTOR WILL ARRANGE INSPECTIONS REQUIRED BY LOCAL AGENCIES AND ORDINANCES DURING THE COURSE OF CONSTRUCTION AS REQUIRED. ALL WIRING TO BE PER LOCAL CODE. BACKFLOW PREVENTION PER LOCAL CODE. 6. LOCATION OF IRRIGATION COMPONENTS SHOWN ON DRAWINGS IS APPROXIMATE. ACTUAL PLACEMENT MAY VARY PIPE LOCATIONS ARE DIAGRAMMATIC. VALVES AND MAINLINE SHOWN IN PAVED AREAS ARE FOR GRAPHIC CLARITY ONLY. ADJUST SLEEVE LOCATIONS AS NEEDED. USE ADDITIONAL SLEEVES SO THERE IS A MAXIMUM OF TWO LINES PER SLEEVE. LOCATE VALVES AT EDGE OF PLANT BEDS OR LAWN FOR GOOD ACCESS. PLACE VALVES INSIDE ROW LIMITS IF POSSIBLE, FIELD VERIFY. 7. INSTALL IRRIGATION MAINS WITH A MINIMUM 18" OF COVER BASED ON FINISH GRADES. INSTALL IRRIGATION LATERALS WITH A MINIMUM 12" OF COVER BASED ON FINISH GRADES. BACKFILL TRENCHES WITH NATIVE ON-SITE SOIL, FREE OF ROCK AND OTHER DELETERIOUS MATERIAL IN 4" LIFTS, TAMPING FIRMLY TO ENSURE COMPACTION, MATCH GRADE TO EXISTING PLANTER AREAS. IRRIGATION SLEEVES AT DRIVING SURFACES TO BE 24" DEEP. BACKFILL WITH NATIVE ON-SITE SOIL, FREE OF ROCK AND OTHER DELETERIOUS MATERIAL IN 4" LIFTS, TAMPING FIRMLY TO ENSURE COMPACTION. SEE CIVIL DRAWINGS FOR PAVEMENT DETAILS. SHARE TRENCHES WHENEVER POSSIBLE. 8. USE IN-LINE CHECK VALVES TO AVOID LOW LINE DRAINAGE. 9. PLACE ISOLATION VALVES AT POINT OF CONNECTION AND EACH VALVE BOX. 10. LAWN ROTORS: 4" POP-UPS IN LAWN AREAS, SEE HEAD TYPES IN LEGEND. KEEP 2" FROM PAVING AND 4" FROM WALLS. 11. SHRUB ROTATORS: 6" POP-UPS IN PLANTER AREAS, SEE HEAD TYPES IN LEGEND. KEEP 2" FROM PAVING AND 4" FROM WALLS. 12. SHRUB ROTATORS: FIXED ROTATORS WITH 24" HEIGHT STAKES. 13. CONTRACTOR MAY ADJUST HEAD RADIUS/NOZZLE SIZE TO IMPROVE FOR FULL PLANT COVERAGE. NOTIFY LANDSCAPE ARCHITECT FOR RECORD KEEPING. 14. VALVE BOXES: RAINBIRD VB-6RND OR APPROVED EQUAL. VALVE BOXES LOCATED WITHIN LANDSCAPE AREAS ARE TO HAVE A GREEN LID. VALVE BOXES LOCATED IN CONCRETE PAVEMENT ARE TO HAVE BLACK LID. IRRIGATION BOXES AT RAISED PLANTERS ARE TO HAVE 'METER HATCH' TO ACCESS ISOLATION VALVES. 15. CONTROLLER: EXTERIOR, VERIFY LOCATION WITH OWNER. 16. ALL WIRE SPLICES OR CONNECTIONS SHALL BE MADE WITH APPROVED WATERPROOF WIRE CONNECTORS AND BE IN A VALVE OR SPLICE BOX. 17. ALL CONTROL WIRING OF THE CONTROLLER IS TO BE 14 AWG, UL APPROVED DIRECT BURY. 18. CONTRACTOR TO PROVIDE AS-BUILTS TO CLIENT AND INCLUDE ZONE INFORMATION IN CONTROLLER BOX. 19. THE DESIGN IS BASED ON THE SITE INFORMATION AND/OR DRAWING SUPPLIED WITH THE DESIGN CRITERIA BEING SET(AREA TO BE IRRIGATED, EQUIPMENT MANUFACTURER AND MODEL TO BE USED, WATER SOURCE INFORMATION, ELECTRICAL POWER AVAILABILITY, 20. STREET TREE IRRIGATION: PLANTS TO BE MONITORED FROM MAY 15TH THROUGH OCTOBER 15TH AND WILL REQUIRE SUPPLEMENTAL WATERING THE FIRST TWO GROWING SEASON OF AT LEAST 1" OF WATER PER WEEK PER PLANT. PLANTS WILL BE HAND WATERED BY WATER SOURCES FROM BUILDING EXTERIOR. WATER DEEPLY AT ROOT BALL. 1" OF WATER IS ROUGHLY THE EQUIVALENT OF 20 GALLONS PER TREE. TREE WATERING BAGS OR TREE DIAPER MAY BE USED TO HELP ESTABLISH TREES. MONITOR PLANTS IN THIRD GROWING SEASON FOR ANY SIGNS OF DISTRESS AND SUPPLEMENT WITH WATER AS NEEDED. PIPE SIZING IS BASED ON GALLONS PER MINUTE (GPM) DEMAND DOWNLINE. FLOW VELOCITIES IN PIPE SHALL NOT EXCEED 5 FEET PER SECOND. MAX. GPM, SCHEDULE 40 PVC PIPE MAX. GPM, CLASS 200 PVC PIPE 3/4" = 10 GPM 1" = 16 GPM 1 1/4" = 26 GPM 1 1/2" = 35 GPM 2" = 55 GPM 2 1/2" = 80 GPM 3" = 120 GPM 4" = 200 GPM 2" = 50 GPM 4" = 190 GPM 3" = 110 GPM 2 1/2" = 70 GPM 1 1/2" = 30 GPM 1 1/4" = 22 GPM 3/4" = 8 GPM 1" = 12 GPM IRRIGATION NOTES: PVC PIPE SIZING SCHEDULE: MP ROTATOR SCALE: NTS FINISH GRADE ROTATOR LATERAL TEE OR ELL LATERAL PIPE SCH 80 NIPPLE 1 2" PCV STREET ELLS 1 FIXED MP ROTATOR STAKED SCALE: NTS MP ROTATOR MP STAKE KIT MP STAKE FLEXIBLE TUBING MP STAKE 1/2" MIPT CONNECTOR LATERAL LINE FITTING FINISH GRADE LATERAL 2 SPECIFIED BACKFILL PIPE BEDDING METALLIC TRACE TAPE / WIRE LATERAL LINE METALLIC TRACE TAPE / WIRE IRRIGATION WIRING MAINLINE 12" MIN. 18" MIN. 6" TYPICAL TRENCHING SCALE: NTS 4 IRRIGATION SLEEVES SCALE: NTS NOTES: 1. EXTEND IRRIGATION SLEEVE 6" BEYOND EACH SIDE OF PAVING. 2. 18" MIN. DEPTH OF MAINLINE 3. 14" MIN. DEPTH OF LATERAL @ PAVING 4. 24" MIN. DEPTH OF LINES UNDER DRIVING SURFACES ROOFING NAIL TO MARK SLEEVE SCHEDULE 40 P.V.C. SLEEVES (2X LINE SIZE UNLESS NOTED OTHERWISE ON PLANS) METALIC TRACE TAPE / WIRE FILL AS SPECIFIED PAVING SEE NOTE 5 CONTROL ZONE VALVE SCALE: NTS ISOLATION VALVE, SIZE AND TYPE PER PLAN MAINLINE AND FITTINGS BRICK SUPPORTS WRAP IN FILTER FABRIC 3/4" WASHED GRAVEL MIN. DEPTH IRRIGATION LATERAL SCH. 80 CLOSE NIPPLE, MATCH SIZE TO VALVE BOTH SIDES FINISH GRADE 18"-24" COILED WIRE TO CONTROLLER WATERPROOF CONNECTORS VALVE IRRIGATION VALVE BOX: HEAT STAMP LID WITH 'VALVE' IN 2" LETTERS PVC SLIP (OR FPT) X FPT UNION 7 BRASS SHUT OFF VALVE SCALE: NTS LOCKING CAP, MARK LOCATION ACCURATELY ON RECORD DRAWINGS FINISHED GRADE 4" DIA. SCHED. 40 P.V.C. SLEEVE LENGTH AS REQUIRED BRASS GATE VALVE (LINE SIZE) HANDLE BRICK OR CONCRETE BLOCK MAINLINE PEA GRAVEL 8 MANUAL DRAIN VALVE SCALE: NTS NOTE: MANUAL DRAIN VALVES ARE TO BE PLACED AT ALL LOW POINTS IN MAINLINE THROUGHOUT THE SITE. P.V.C. VALVE SLEEVE, LENGTH AS REQUIRED. MARK LOCATION ACCURATELY ON RECORD DWGS. 2 CU. FT. PEA GRAVEL SUMP P.V.C. ELBOW SPECIFIED DRAIN VALVE HANDLE) CROSS OR TEE MAINLINE SUB GRADE FINISHED GRADE 18" MIN. 6 QUICK COUPLER VALVE SCALE: NTS NOTE: SPACE 100' O.C. ALONG THE MAINLINE AND AS NOTED ON PLAN. SCHED. 40 ELBOW OR TEE SCHED. 40 P.V.C. STREET EL MAINLINE SCHED. 80 P.V.C. NIPPLE, 3/4" X 8" MIN. SCHED. 40 P.V.C. STREET EL SCHED. 40 P.V.C. T X T 90 DEG. EL SCHED. 80 P.V.C. NIPPLE, 3/4" X 8" MIN. SPECIFIED QUICK COUPLING VALVE MOUNTED 5" BELOW DIRT GRADE FINISHED GRADE GREEN VALVE BOX WITH LOCKING LID 5" 3