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2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SHEET THIS REVISIONS < V PLANT SCHEDULE PLANT SCHEDULE SITE INFORMATION PLANT UNIT (PU) CALCULATIONS SHEET INDEX GENERAL 1. CONTRACTOR SHALL CONFIRM ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 2. CALL BEFORE YOU DIG. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF ALL UNDERGROUND UTILITIES AND NOTIFY LANDSCAPE ARCHITECT IF THERE ARE ANY DISCREPANCIES WITH PLANTING ROOT ZONES. TO REQUEST LOCATES FOR PROPOSED EXCAVATION CALL 1-[PHONE REDACTED] (OR 811) IN OREGON. 3. NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR CONFLICTS WITH EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK. 4. LOCATION OF EXISTING TREES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 5. DAMAGE TO EXISTING CONCRETE CURB, ASPHALT PAVING, OR OTHER STRUCTURE SHALL BE REPAIRED OR REPLACED TO PRE CONSTRUCTION CONDITIONS. 6. CONTRACTOR SHALL COORDINATE WITH THE OWNER ANY DISRUPTION TO VEHICULAR CIRCULATION PRIOR TO COMMENCEMENT OF ANY WORK. PLANTING 1. ALL LANDSCAPING AND PLANTING LAYOUT TO CONFORM TO THE LATEST EDITION OF THE WOODBURN DEVELOPMENT ORDINANCE (WDO). 2. THE REQUIRED NUMBER OF PLANT UNITS SHALL BE MET BY A COMBINATION OF PLANT MATERIALS LISTED IN TABLE 3.06A/B OF THE WDO. PLANTS MAY BE GROUPED BUT MUST BE DISTRIBUTED UNIFORMLY THROUGHOUT THE DEVELOPMENT. SCREENING BETWEEN USES SHALL COMPLY WITH TABLE 3.06D OF THE WDO. 3. ALL SHRUBS AND GROUNDCOVER SHALL BE OF A SIZE UPON INSTALLATION SO AS TO ATTAIN 80% OF THE GROUND COVERAGE WITHIN 3 YEARS. 4. ALL EXISTING TREES, PLANTS, AND ROOTS SHALL BE PROTECTED FROM DAMAGE FROM ANY CONSTRUCTION PREPARATION, REMOVAL OR INSTALLATION ACTIVITIES WITHIN AND ADJACENT TO PROJECT LIMITS. 5. SHRUBS ADJACENT TO PARKING AREAS SHALL BE PLANTED 2 FT MINIMUM AWAY FROM THE BACK OF CURB. SHRUBS AND GROUNDCOVER ALONG OTHER PAVEMENT EDGES SHALL BE PLANTED A MINIMUM OF ONE HALF THEIR ON CENTER SPACING AWAY FROM PAVEMENT EDGE. 6. ALL PLANT MATERIAL SHALL BE HEALTHY NURSERY STOCK, WELL BRANCHED AND ROOTED, FULL FOLIAGE, FREE FROM INSECTS, DISEASES, WEEDS, WEED ROT, INJURIES AND DEFECTS WITH NO LESS THAN MINIMUMS SPECIFIED IN AMERICAN STANDARDS FOR NURSERY STOCK, ANSI Z60.1-2004. 7. TREES IN THE RIGHT OF WAY SHALL BE TALL ENOUGH TO BE LIMBED UP TO AT LEAST 8 FT ABOVE DRIVE SURFACE GRADE WHILE MAINTAINING ENOUGH BRANCHES TO SUPPORT HEALTHY GROWTH. 8. DO NOT PLANT TREES ABOVE WATERLINES, UTILITIES, OR OTHER UNDERGROUND PIPING. 9. IF DISTURBANCE IS NECESSARY AROUND EXISTING TREES, CONTRACTOR SHALL PROTECT THE CROWN AND ALL WORK WITHIN THE TREE DRIPZONE SHALL BE LIMITED TO THE USE OF HAND TOOLS AND MANUAL EQUIPMENT ONLY. 10. REPLACE, REPAIR AND RESTORE DISTURBED LANDSCAPE AREAS DUE TO GRADING, TRENCHING OR OTHER REASONS TO PRE-CONSTRUCTION CONDITION AND PROVIDE MATERIAL APPROVED BY THE OWNER AND OWNER'S REPRESENTATIVE. 11. EXISTING AREAS PROPOSED FOR NEW PLANT MATERIAL SHALL BE CLEARED AND LEGALLY DISPOSED UNLESS SO NOTED. 12. A SOILS ANALYSIS, BY AN INDEPENDENT SOILS TESTING LABORATORY RECOGNIZED BY THE STATE DEPARTMENT OF AGRICULTURE, SHALL BE USED TO RECOMMEND AN APPROPRIATE PLANTING SOIL AND/OR SPECIFIED SOIL AMENDMENTS. 13. TOPSOIL SHALL BE AMENDED AS RECOMMENDED BY AN INDEPENDENT SOILS TESTING LABORATORY AND AS OUTLINED IN THE SPECIFICATION. 14. ALL LANDSCAPED AREAS SHALL BE COVERED BY A LAYER OF ORGANIC MULCH TO A MINIMUM DEPTH OF 2-INCHES. 15. COORDINATE TIMING OF FACILITY INSTALLATION TO ALLOW FOR SEED TO ESTABLISH PRIOR TO FACILITY INUNDATION. PROVIDE PUMP AS NECESSARY UNTIL VEGETATION IS ESTABLISHED. IRRIGATION 2. UNLESS OTHERWISE INDICATED, ALL NEW LANDSCAPE AREAS TO BE IRRIGATED WITH A FULLY AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. PROVIDE LOOP SYSTEM FOR OPTIMUM EFFICIENCY. 3. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (IRRIGATION PLANS) TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. DRAWINGS TO INDICATE HEAD TYPE, GALLONS PER MINUTE, LATERAL LINES, AND BE AT MINIMUM SCALE OF 1"=20' 4. CONTRACTOR TO DETERMINE STATIC WATER PRESSURE AT THE P.O.C. PRIOR TO PREPARING SHOP DRAWINGS. 5. CONTRACTOR SHALL ESTABLISH MINIMUM PRESSURE AND MAXIMUM DEMAND REQUIREMENTS FOR IRRIGATION SYSTEM DESIGN, AND PROVIDE INFORMATION IN AN IRRIGATION SCHEDULE. 6. IRRIGATION SYSTEM AS DESIGNED AND INSTALLED SHALL PERFORM WITHIN THE TOLERANCES AND SPECIFICATIONS OF THE SPECIFIED MANUFACTURERS. 7. SYSTEM SHALL BE DESIGNED TO SUPPLY MANUFACTURER'S SPECIFIED MINIMUM OPERATING PRESSURE TO FARTHEST EMITTER FROM WATER METER. 8. SYSTEM SHALL PROVIDE HEAD TO HEAD COVERAGE WITHOUT OVERSPRAY ONTO BUILDING, FENCES, SIDEWALKS, PARKING AREAS, OR OTHER NON-VEGETATED SURFACES. 9. ALL IRRIGATION PIPE MATERIAL AND INSTALLATION SHALL CONFORM TO APPLICABLE CODE FOR PIPING AND COMPONENT REQUIREMENTS. 10. PROVIDE SLEEVING AT ALL AREAS WHERE PIPE TRAVELS UNDER CONCRETE OR HARD SURFACING. 11. VALVES SHALL BE WIRED AND INSTALLED PER MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AND CONNECTED TO THE IRRIGATION CONTROLLER. 12. REFER TO CIVIL DETAILS AND DETAILS ON L5.11 FOR POINT OF CONNECTION AND BACKFLOW PREVENTION INFORMATION. 13. MAINLINE LAYOUT IS DIAGRAMMATIC ONLY. 14. CONTROLLER TO BE MOUNTED WITHIN THE ELECTRICAL ROOM. GENERAL CONTRACTOR TO COORDINATE LOCATION WITH OWNER'S REPRESENTATIVE. 15. ZONE THE FOLLOWING AREAS SEPARATELY: TEMPORARY AREAS, PERMANENT LANDSCAPE AREAS, AND TREES. 16. QUICK COUPLERS TO BE PLACED EVERY 200 LINEAR FEET MAX. 17. IRRIGATION SHALL BE WINTERIZED THROUGH LOW PRESSURE, HIGH VOLUME AIR BLOWOUT CONNECTION THROUGH QUICK COUPLER. 18. THE SYSTEM SHALL BE GRAVITY DRAINED. THE CONTRACTOR SHALL PROVIDE APPROPRIATE MANUAL DRAINS AT LOW POINTS. LANDSCAPE NOTES L0.01 LANDSCAPE GENERAL INFORMATION AND KEY PLAN ADS, LJM NRF, SPT REVISION SCHEDULE Issued As Delta Issue Date JURISDICTION CITY OF WOODBURN, OR ZONE SOUTHWEST INDUSTRIAL RESERVE ABUTTING ZONE NODAL SINGLE FAMILY RESIDENTIAL (RSN) COMMERCIAL GENERAL (CG) SITE AREA 1,194,372 SF (27.42 AC) LANDSCAPE AREA 190,950 SF PARKING STALLS 440 L0.01 LANDSCAPE GENERAL INFORMATION AND KEY PLAN L1.10 PLANTING PLAN NORTHWEST L1.11 PLANTING PLAN NORTHEAST L1.12 PLANTING PLAN SOUTHEAST L1.13 PLANTING PLAN SOUTHWEST L2.10 IRRIGATION PLAN NORTHEAST L2.11 IRRIGATION PLAN SOUTHEAST L2.12 IRRIGATION PLAN SOUTHWEST L2.13 IRRIGATION PLAN NORTHWEST L5.10 PLANTING DETAILS L5.11 IRRIGATION DETAILS FOR REFERENCE ONLY LANDSCAPE CODE LEGEND ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © EVERGREEN ROAD L1.13 L1.10 L1.12 L1.11 PLANT SCHEDULE - PRIVATE IMPROVEMENTS OTHER YARDS OFF STREET PARKING AND LOADING AREAS SETBACKS ABUTTING STREET (WDO TABLE 3.06A PLANTING REQUIREMENTS) INDUSTRIAL ROAD (WDO TABLE 3.06A PLANTING REQUIREMENTS) OFF-STREET PARKING AND LOADING NEW PAVED PARKING AREA 466,061 SF LANDSCAPE AREA (10% OF PAVED AREA) 51,177 SF (11%) TREES (440 STALLS REQ) LARGE (1 PER 25 STALLS) 7 TREES (175 STALLS) MEDIUM (1 PER 15 STALLS) 62 TREES (930 STALLS) SHRUBS AND GROUNDCOVER (2,375 PU REQ) LARGE SHRUB (2 PU) 246 SHRUBS (492 PU) SMALL SHRUB (1 PU) 1,145 SHRUBS (1,145 PU) GROUNDCOVER OR LAWN (1 PER 50 SF) 58,684 SF (1,173 PU) STREET SETBACK (1 PU PER 15 SF) 19,939 SF (1,330 PU REQ) TREES LARGE (10 PU) 1 TREE (10 PU) MEDIUM (8 PU) 9 TREES (72 PU) SHRUBS LARGE SHRUB (2 PU) 461 SHRUBS (922 PU) SMALL SHRUB (1 PU) 720 SHRUBS (720 PU) BUFFER YARD (1 PU PER 20 SF) 31,014 SF (1,550 PU REQ) TREES LARGE (10 PU) 26 TREES (260 PU) MEDIUM (8 PU) 47 TREES (376 PU) SHRUBS LARGE SHRUB (2 PU) 678 SHRUBS (1,356 PU) SMALL SHRUB (1 PU) 714 SHRUBS (714 PU) GROUNDCOVER OR LAWN (1 PER 50 SF) 12,861 SF (257 PU) OTHER YARDS (1 PU PER 50 SF) 88,840 SF (1,776 PU REQ) TREES LARGE (10 PU) 2 TREES (20 PU) MEDIUM (8 PU) 6 TREES (48 PU) SHRUBS LARGE SHRUB (2 PU) 473 SHRUBS (946 PU) SMALL SHRUB (1 PU) 626 SHRUBS (626 PU) GROUNDCOVER OR LAWN (1 PER 50 SF) 65,409 SF (1,308 PU) ZONE RSN ZONE CG STACY ALLISON WAY FUTURE PHASE BUFFER YARD PROPOSED BUILDING PLANT SCHEDULE - PUBLIC IMPROVEMENTS KEY PLAN 1 L0.01 ( IN FEET ) 1 inch = ft. 0 100 100 50 200 100 400 RIGHT OF WAY ---PAGE BREAK--- SS X X 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V PLANTING PLAN NORTHEAST 1 L1.10 ( IN FEET ) 1 inch = ft. 0 20 20 10 40 20 80 MATCHLINE - SEE L1.13 MATCHLINE - SEE L1.11 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.10 LJM 12/12/22 16:18 1:0.08 L1.10 PLANTING PLAN PLANTING PLAN NORTHEAST ADS/LJM SPT/NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © PROPOSED BUILDING EVERGREEN ROAD ARCHITECTURAL SCREEN WALL, SEE ARCH KEY MAP SCALE: NTS NOTES 1. SEE SHEET L0.01 FOR NOTES, PLANT SIZE, SPACING, AND PU UNIT QUANTITES. L1.13 L1.10 L1.12 L1.11 KEY NOTES 1. ROCK MULCH MAINTENANCE BAND, SEE DETAIL 7/L5.10 WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT HYDRANT, SEE CIVIL GATE, SEE ARCH HYDRANT, TRASH ENCLOSURE ---PAGE BREAK--- SS 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V KEY NOTES KEY MAP SCALE: NTS PLANTING PLAN SOUTHEAST 1 L1.11 ( IN FEET ) 1 inch = ft. 0 20 20 10 40 20 80 MATCHLINE - SEE L1.12 1. ROCK MULCH MAINTENANCE BAND, SEE DETAIL 7/L5.10 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.11 LJM 10/12/22 09:39 1:0.08 L1.11 PLANTING PLAN PLANTING PLAN SOUTHEAST ADS/LJM SPT/NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY MATCHLINE - SEE L1.10 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © PROPOSED BUILDING EVERGREEN ROAD INDUSTRIAL ROAD L1.13 L1.10 L1.12 L1.11 NOTES 1. SEE SHEET L0.01 FOR NOTES, PLANT SIZE, SPACING, AND PU UNIT QUANTITES. WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT HYDRANT, SEE CIVIL ---PAGE BREAK--- X 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V PLANTING PLAN SOUTHWEST 1 L1.12 ( IN FEET ) 1 inch = ft. 0 20 20 10 40 20 80 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.12 LJM 12/13/22 14:39 1:0.08 L1.12 PLANTING PLAN PLANTING PLAN SOUTHWEST ADS/LJM SPT/NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY MATCHLINE - SEE L1.11 MATCHLINE - SEE L1.13 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © PROPOSED BUILDING INDUSTRIAL ROAD KEY MAP SCALE: NTS L1.13 L1.10 L1.12 L1.11 KEY NOTES 1. ROCK MULCH MAINTENANCE BAND, SEE DETAIL 7/L5.10 NOTES 1. SEE SHEET L0.01 FOR NOTES, PLANT SIZE, SPACING, AND PU UNIT QUANTITES. SEED TO LIMITS OF DISTURBANCE WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT GATE, SEE ARCH HYDRANT, SEE CIVIL TRASH ENCLOSURE ---PAGE BREAK--- 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V PLANTING PLAN NORTHWEST 1 L1.13 ( IN FEET ) 1 inch = ft. 0 20 20 10 40 20 80 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.13 LJM 09/15/22 11:15 1:0.08 L1.13 PLANTING PLAN PLANTING PLAN NORTHWEST ADS/LJM SPT/NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY MATCHLINE - SEE L1.10 MATCHLINE - SEE L1.12 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © PROPOSED BUILDING KEY MAP SCALE: NTS L1.13 L1.10 L1.12 L1.11 KEY NOTES 1. ROCK MULCH MAINTENANCE BAND, SEE DETAIL 7/L5.10 NOTES 1. SEE SHEET L0.01 FOR NOTES, PLANT SIZE, SPACING, AND PU UNIT QUANTITES. HYDRANT, SEE CIVIL EXISTING WETLAND PRESERVE AND PROTECT ARCHITECTURAL SCREEN WALL, SEE ARCH ---PAGE BREAK--- SS X X C 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V IRRIGATION PLAN NORTHEAST 1 L1.20 ( IN FEET ) 1 inch = ft. 0 20 20 10 40 20 80 MATCHLINE - SEE L1.23 MATCHLINE - SEE L2.21 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.20 LJM 12/13/22 18:30 1:0.08 IRRIGATION PLAN NORTHEAST ADS/LJM SPT/NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © PROPOSED BUILDING EVERGREEN ROAD ARCHITECTURAL SCREEN WALL, SEE ARCH KEY MAP SCALE: NTS L1.23 L1.20 L1.22 L1.21 WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT HYDRANT, SEE CIVIL GATE, SEE ARCH L1.20 IRRIGATION PLAN POC C POINT OF CONNECTION, INCLUDE DOUBLE CHECK BACKFLOW PREVENTOR, MASTER VALVE AND FLOW SENSOR - SEE DETAIL ON L5.11 IRRIGATION LEGEND IRRIGATION CONTROLLER GATE VALVE QUICK COUPLER AT 150' (INTERVALS MAX) MAINLINE SLEEVE- DIAMETER AT LEAST TWICE DIAMETER OF PIPE BEING SLEEVED MAINLINE-SCHEDULE 40 PVC SHRUB AND GROUNDCOVER DRIP AREA STORMWATER AREA - ZONE SEPARATELY LAWN AREA - ZONE SEPARATELY TEMPORARY IRRIGATED AREA - ZONE SEPARATELY RIGHT-OF-WAY - ZONE SEPARATELY MEADOW AREA - ZONE SEPARATELY SHRUB AND GROUNDCOVER SPRAY AREA TRASH ENCLOSURE Waiting on Nicole B: waiting for POC location. ---PAGE BREAK--- SS 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V KEY MAP SCALE: NTS IRRIGATION PLAN SOUTHEAST 1 L1.21 ( IN FEET ) 1 inch = ft. 0 20 20 10 40 20 80 MATCHLINE - SEE L1.22 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.21 LJM 12/13/22 14:43 1:0.08 IRRIGATION PLAN SOUTHEAST ADS/LJM SPT/NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY MATCHLINE - SEE L1.20 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © PROPOSED BUILDING EVERGREEN ROAD INDUSTRIAL ROAD WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT HYDRANT, SEE CIVIL L1.23 L1.20 L1.22 L1.21 L1.21 IRRIGATION PLAN POC C POINT OF CONNECTION, INCLUDE DOUBLE CHECK BACKFLOW PREVENTOR, MASTER VALVE AND FLOW SENSOR - SEE DETAIL ON L5.11 IRRIGATION LEGEND IRRIGATION CONTROLLER GATE VALVE QUICK COUPLER AT 150' (INTERVALS MAX) MAINLINE SLEEVE- DIAMETER AT LEAST TWICE DIAMETER OF PIPE BEING SLEEVED MAINLINE-SCHEDULE 40 PVC SHRUB AND GROUNDCOVER DRIP AREA STORMWATER AREA - ZONE SEPARATELY LAWN AREA - ZONE SEPARATELY TEMPORARY IRRIGATED AREA - ZONE SEPARATELY RIGHT-OF-WAY - ZONE SEPARATELY MEADOW AREA - ZONE SEPARATELY SHRUB AND GROUNDCOVER SPRAY AREA ---PAGE BREAK--- X 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V PLANTING PLAN SOUTHWEST 1 L1.22 ( IN FEET ) 1 inch = ft. 0 20 20 10 40 20 80 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.22 LJM 09/28/22 15:26 1:0.08 L1.22 IRRIGATION PLAN IRRIGATION PLAN SOUTHWEST ADS/LJM SPT/NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY MATCHLINE - SEE L1.21 MATCHLINE - SEE L1.23 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © PROPOSED BUILDING INDUSTRIAL ROAD KEY MAP SCALE: NTS WORK WITHIN ROW IS UNDER A SEPARATE PUBLIC IMPROVEMENT PLANS PERMIT GATE, SEE ARCH HYDRANT, SEE CIVIL L1.23 L1.20 L1.22 L1.21 POC C POINT OF CONNECTION, INCLUDE DOUBLE CHECK BACKFLOW PREVENTOR, MASTER VALVE AND FLOW SENSOR - SEE DETAIL ON L5.11 IRRIGATION LEGEND IRRIGATION CONTROLLER GATE VALVE QUICK COUPLER AT 150' (INTERVALS MAX) MAINLINE SLEEVE- DIAMETER AT LEAST TWICE DIAMETER OF PIPE BEING SLEEVED MAINLINE-SCHEDULE 40 PVC SHRUB AND GROUNDCOVER DRIP AREA STORMWATER AREA - ZONE SEPARATELY LAWN AREA - ZONE SEPARATELY TEMPORARY IRRIGATED AREA - ZONE SEPARATELY RIGHT-OF-WAY - ZONE SEPARATELY MEADOW AREA - ZONE SEPARATELY SHRUB AND GROUNDCOVER SPRAY AREA TRASH ENCLOSURE ---PAGE BREAK--- 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW 2" DW SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS V PLANTING PLAN NORTHWEST 1 L1.23 ( IN FEET ) 1 inch = ft. 0 20 20 10 40 20 80 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.23 LJM 10/11/22 22:57 1:0.08 L1.23 IRRIGATION PLAN IRRIGATION PLAN NORTHWEST ADS/LJM SPT/NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY MATCHLINE - SEE L1.20 MATCHLINE - SEE L1.22 ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © PROPOSED BUILDING KEY MAP SCALE: NTS HYDRANT, SEE CIVIL EXISTING WETLAND PRESERVE AND PROTECT ARCHITECTURAL SCREEN WALL, SEE ARCH L1.23 L1.20 L1.22 L1.21 POC C POINT OF CONNECTION, INCLUDE DOUBLE CHECK BACKFLOW PREVENTOR, MASTER VALVE AND FLOW SENSOR - SEE DETAIL ON L5.11 IRRIGATION LEGEND IRRIGATION CONTROLLER GATE VALVE QUICK COUPLER AT 150' (INTERVALS MAX) MAINLINE SLEEVE- DIAMETER AT LEAST TWICE DIAMETER OF PIPE BEING SLEEVED MAINLINE-SCHEDULE 40 PVC SHRUB AND GROUNDCOVER DRIP AREA STORMWATER AREA - ZONE SEPARATELY LAWN AREA - ZONE SEPARATELY TEMPORARY IRRIGATED AREA - ZONE SEPARATELY RIGHT-OF-WAY - ZONE SEPARATELY MEADOW AREA - ZONE SEPARATELY SHRUB AND GROUNDCOVER SPRAY AREA ---PAGE BREAK--- 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L1.13 AEZ 06/09/22 16:16 1:0.08 L5.10 PLANTING DETAILS NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © 1. SCARIFY AND ROUGHEN BOTTOM OF PLANTING PIT PRIOR TO PLACING TREE AND TOPSOIL . 2. CUT AND REMOVE TWINE, BURLAP, AND WIRE BASKET FROM TOP AND SIDES OF ROOT BALL NOTES SOIL MIX - 1 PART SOIL AMENDMENT 2 PARTS NATIVE SOIL "DUCKBILL" TREE ANCHOR SET OUTSIDE PLANTING PIT MULCH (SEE PLANTING NOTES L0.01) SET ROOT BALL 2" ABOVE ADJACENT GRADES. FINISH GRADE OF SOIL 1 1/2" BELOW GRADE OF ADJACENT SURFACE TURN BUCKLE 36" LONG PVC PIPE OVER WIRE DOUBLE STRAND 12 GAUGE GALV. WIRE - 3 PER TREE EQUALLY SPACED (REMOVE AFTER ONE YEAR) "CINCH-TIE", "GRO-STRAIT", OR EQUAL FLEXIBLE RUBBER TREE TIES IN FIGURE EIGHT FASHION, ATTACH TO STAKE W/ TWO GALV. ROOFING NAILS DEPTH OF ROOTBALL MINUS 2" 3 X DIAMETER ROOTBALL EVERGREEN TREE PLANTING DETAIL LS-DETL-TREE-EVGN-GUY.DWG SCALE: NTS 1 30" DEPTH MIN. 5'-6" MIN. 1. PLANT ALL TREES AT LEAST 32 INCHES FROM THE END OF HEAD-IN PARKING SPACES TO PREVENT DAMAGE FROM CAR OVERHANGS. 2. ALL ROOTS MUST BE COMPLETELY COVERED. BACKFILL SHOULD BE THOROUGHLY WATERED AS IT IS PLACED AROUND THE ROOTS. 3. SCARIFY AND ROUGHEN BOTTOM OF PLANTING PIT PRIOR TO PLACING TREE AND TOPSOIL. SLOPE BOTTOM TO DRAIN TO SIDES. 4. THE ENTIRE WIDTH OF THE PLANTING ISLAND SHALL CONTAIN ONLY SOIL/COMPOST PLANTING MIX AND BE FREE OF ALL DEBRIS INCLUDING GARBAGE, CONCRETE, GRAVEL OR OTHER FOREIGN MATERIALS. 5. ALL TREES SHALL CONFORM TO MOST RECENT ANSI Z60.1 AMERICAN STANDARD FOR NURSERY STOCK. FIRST LIMBS OF DECIDUOUS TREES IN PARKING LOTS AND ALONG STREETS AND SIDEWALKS SHALL BE 5 FEET ABOVE GROUND OR HIGHER. 6. EXCAVATE HOLE INTO PREPARED SOIL TO ONE INCH LESS THAN HEIGHT OF ROOTBALL AND TWO TIMES THE WIDTH OF THE ROOTBALL. TAMP BOTTOM OF PIT UNDER ROOTBALL THOROUGHLY TO KEEP TREE FROM SETTLING. BUTTRESS AT THE BOTTOM OF THE PIT NO LESS THAN THREE FEET WIDE IF NEEDED TO REINFORCE LATERAL SUPPORT. 7. DO NOT DAMAGE THE ROOTBALL WHEN PLANTING. REMOVE ALL WIRE, STRING AND BURLAP FROM TOP AND SIDES OF ROOTBALL ONLY AFTER PLACING IN THE HOLE. 8. SET TREE STRAIGHT ON TAMPED SOIL. 9. BACKFILL HOLE WITH APPROVED PLANTING MEDIUM MIX TO HALF DEPTH. TAMP SOIL TO STABILIZE ROOTBALL. FINISH BACKFILLING AND TAMP AGAIN. 10. STAKE TREES OUTSIDE OF ROOTBALL AND PARALLEL TO PLANTING ISLAND CURBS WITH TREE STAKES. USE ONE INCH HEAVY CHAINLOCK TREE TIES OR SIMILAR. REMOVE AFTER ONE YEAR. 11. WATER IMMEDIATELY AND THOROUGHLY, TWICE PER WEEK DURING THE FIRST MONTH, THEN ONCE PER WEEK THROUGH THE REMAINDER OF THE DRY SEASON. WATER A MINIMUM OF ONCE PER MONTH DURING THE SECOND SUMMER SEASON. 12. ALL PLANTING BEDS CONTAINING TREES AND SHRUBS AND SURFACE DRAINAGE SHALL BE PREPARED SIMILAR TO THIS LANDSCAPE TREE PLANTING AND DRAINAGE DETAIL. NOTES IF CENTER OF TREE IS WITHIN 8'-0" OF A PAVED SURFACE OR UNDERGROUND UTILITY, ADD ROOT BARRIER WITH 18" DEPTH SOIL MIX - 1 PART SOIL AMENDMENT 2 PARTS NATIVE SOIL FINISH GRADE OF SOIL 1 1/2" BELOW GRADE OF ADJACENT SURFACE BUILD UP ADDITIONAL 3" MOUND OF MULCH AROUND THE TREE TO FORM A BASIN TO CATCH AND RETAIN WATER SET CROWN OF ROOT BALL 2" ABOVE ADJACENT GRADES, KEEP MULCH 4" CLEAR OF TRUNK BASE 2"x 2"x 8' WOOD STAKES SET OUTSIDE ROOT BALL (REMOVE AFTER ONE YEAR) "CINCH-TIE", "GRO-STRAIT", OR EQUAL FLEXIBLE RUBBER TREE TIES IN FIGURE EIGHT FASHION, ATTACH TO STAKE W/ TWO GALV. ROOFING NAILS LESS THAN 8'-0" - ADD ROOT BARRIER MORE THAN 8'-0" - NO ROOT BARRIER DECIDUOUS TREE PLANTING DETAIL 2 2 X DIAMETER ROOTBALL 1-1/2 X ROOTBALL DEPTH SHRUB ROOT CROWN TO BE SET NO LESS THAN 1" NOR MORE THAN 2" ABOVE SURROUNDING GRADE MULCH AS SPECIFIED (KEEP MULCH CLEAR OF SHRUB STEM BASE) SOIL MIX - 1 PART SOIL AMENDMENT 2 PARTS NATIVE SOIL COMPACTED PLANTING MIX SHRUB PLANTING LS-DETL-SHRB.DWG SCALE: NTS 3 NOTES 1. TILL SOIL SO THAT THERE ARE NO CLODS OR CLUMPS LARGER THAN 1 1/2" DIAMETER 1/2 S S S S S TRIANGULAR SPACING LAYOUT PLANTING SECTION S FINISH GRADE MULCH, SEE PLANTING NOTES L0.01 GROUNDCOVER PLANT EDGE OF PLANT BED, CURB WALK, FENCE OR WALL PLANTINGS GROUNDCOVER PLANTING LS-DETL-GCVR.DWG SCALE: NTS 4 TILL TO 6" NOTES 1. REMOVE ALL ROCK, DEBRIS AND OTHER FOREIGN MATTER OVER 1" IN DIAMETER FROM TOP 12" OF SOIL. 2. RIP AND TILL SUBGRADE TO DEEP (MIN.) PRIOR TO INSTALLING TOPSOIL AND TILL INTERFACE OF SUBGRADE AND TOPSOIL. 3. TILL TOPSOIL AND SOIL AMENDMENTS TO A MIN. 12" DEPTH. 4. SUBMIT SAMPLE OF MULCH & TOPSOIL FOR ACCEPTANCE PRIOR TO PLACEMENT. SOIL PREPARATION LS-DETL-PLNT-SOIL.DWG SCALE: NTS EXISTING SUBGRADE TOPSOIL SOIL AMENDMENT MULCH FINISH GRADE. ESTABLISH AT 1 INCH BELOW ADJACENT PAVING SURFACES 5 4'-0" MIN. 8'-0" 8'-0" PLAN VIEW 1' - 6" SECTION VIEW 8'-0" OR LESS URBAN TREE FOUNDATION © 2014 OPEN SOURCE FREE TO USE 3" MAX ROOT BARRIER 18" DEPTH (SEE SPECIFICATIONS) 1. INSTALL ROOT BARRIER PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 2. INSTALL ROOT BARRIER WHERE CENTER OF ROOT BALL IS WITHIN 8' OF PAVEMENT. TAMP SOIL ADJACENT TO ROOT BARRIER TO STABILIZE BARRIER CURB PAVEMENT CURB TOP OF ROOT BARRIER 1" ABOVE FINISH GRADE ROOT BARRIER 18" DEPTH (SEE SPECIFICATIONS) EXISTING SOIL FINISH GRADE 2" BELOW ADJACENT PAVEMENT NOTES ROOT BARRIER DETAIL SCALE: NTS 3" MAX 6 ROCK MULCH MAINTENANCE BAND SCALE: NTS 7 ---PAGE BREAK--- 222008500\DRAWINGS\LANDSCAPE\085-L0.01-L1.P1.DWG:L5.11 AEZ 06/17/22 15:41 1:2.67 L5.11 IRRIGATION DETAILS NRF REVISION SCHEDULE Issued As Delta Issue Date FOR REFERENCE ONLY ALL RIGHTS RESERVED MACKENZIE 2022 SHEET TITLE: JOB NO. SHEET THESE DRAWINGS ARE THE PROPERTY OF MACKENZIE AND ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION CHECKED BY: DRAWN BY: Project WEISZ PROPERTY: 500KSF SPEC INDUSTRIAL 2220085.00 PLANNING COMMISSION DISTRIBUTION SET 12-20-2022 Client SPECHT DEVELOPMENT 10260 SW GREENBURG RD PORTLAND, OR 97223 © RIGHT OF WAY OR PROPERTY LINE FROM MAIN (BY OTHERS) WATER METER (BY OTHERS) LINE SIZE BRONZE GATE VALVE BACKFLOW PREVENTION ASSEMBLY QUICK COUPLER FLOW SENSOR SCHEDULE 40 PVC MAINLINE TO ZONES POINT OF CONNECTION LI-DETL-GEN-POC.DWG SCALE: NTS 1 3" MIN. ISOLATION / GATE VALVE LI-DETL-06-VALV-GATE-ISOL.DWG SCALE: NTS VALVE BOX WITH LOCKABLE LID NOTES: 1. SCH 80 ADAPTER AND FITTINGS TO BE SAME SIZE AS ISOLATION VALVE FINISH GRADE MALE ADAPTER / REDUCER, BOTH SIDES MAIN LINE ISOLATION / GATE VALVE, EQUIPPED FOR KEYED OPERATION DRAIN ROCK, 4-INCH DEPTH MIN BRICK OR CONC. BLOCK 2 FLOW NOTE: DOUBLE CHECK VALVE BACKFLOW PREVENTOR (BELOW GRADE) SCALE: NTS SPECIFIED VAULT. INSTALL FLUSH WITH FINISH GRADE LI-DETL-VALV-DCHK.DWG SPECIFIED BACKFLOW PREVENTION DEVICE GATE VALVE (LINE SIZE) SPECIFIED MAINLINE TO ZONES UNION EACH SIDE 6" MIN SUPPORT BLOCKS (TYP) BRICK OR CONCRETE BLOCK (TYP) 6-INCH PEA GRAVEL (MIN) CONCRETE THRUST BLOCK IRRIGATION SUPPLY FROM METER INSTALL BACKFLOW PREVENTOR PER CODE AND REQUIREMENTS OF PREVAILING JURISDICTIONS. 3 QUICK COUPLER VALVE LI-DETL-VALV-QCUP.DWG SCALE: NTS #4 X 24" REBAR WITH SS GEAR CLAMPS PVC SCH 40 ELL PVC MAINLINE PIPE VALVE BOX WITH COVER FINISH GRADE / TOP OF MULCH QUICK COUPLING VALVE PVC SCH 80 NIPPLE 3 4" WASHED GRAVEL, 3-INCH MIN DEPTH BRICK PVC SCH 80 NIPPLE PVC SCH 40 TEE OR ELL PVC SCH 40 STREET ELL 4 1 1/2" = 1'-0" MASTER VALVE/FLOW SENSOR ASSEMBLY FX-IR-FX-MAST-56 5 12" MIN. 18" MIN. 6" NOTES: 1. SNAKE ALL PVC PIPING IN TRENCHING 2. TIE LOOSE 3 FT LOOP IN ALL IRRIGATION WIRING AT CHANGES IN DIRECTION GREATER THAN 30 DEGREES. UNTIE AFTER ALL CONNECTIONS HAVE BEEN MADE. 3. WHERE ELECTRICAL WIRING DOES NOT SHARE COMMON TRENCH, OVER EXCAVATE TRENCH 2 INCHES MIN AND BACKFILL WITH SPECIFIED BEDDING MATERIAL. 4. LOCATE ALL WIRING NOT IN COMMON TRENCHES ACCURATELY ON RECORD DRAWINGS. SPECIFIED BACKFILL SPECIFIED PIPE BEDDING LATERAL LINE MAIN LINE IRRIGATION TRENCHING (TYP) LI-DETL-GEN-TRENCH.DWG SCALE: NTS IRRIGATION WIRING SAND BACKFILL BY ELECTRICAL CONTRACTOR WHERE TRENCH IS COMMON 6 VARIES SEE NOTE VARIES 14" MIN. 6" 6" IRRIGATION SLEEVES LI-DETL-GEN-SLEEVE.DWG SCALE: NTS PAVING FILL AS SPECIFIED TRACE WIRE SCH 40 PVC SLEEVE SECTION AT PAVING SECTION AT WALLS NOTES: 1. SLEEVES TO BE TWICE DIAMETER OF LINE OR LINES PASSING THROUGH. 2. EXTEND IRRIGATION SLEEVE 6-INCHES BEYOND EDGE OF PAVING, EACH SIDE. 3. INSTALL SLEEVES AT SAME TIME AS WALL OR PAVING INSTALLATION. 4. INSTALL PIPE IN SLEEVE BEFORE BACKFILLING AND CAP BOTH ENDS WITHOUT GLUE. WALL SLEEVE FINISHED GRADE SCHEDULE 80 PVC, SIZE AS SPECIFIED MIN DEPTH OF PIPE MAINLINE 18" LATERAL AT PAVING 14" AT DRIVING SURFACE 24" 7 1" DRIP VALVE/FILTER/REGULATOR SCALE: NTS FILTER AS SPECIFIED RCV AS SPECIFIED PVC TRUE UNION BALL VALVE CONTROLLER WIRE WITH 30" OF COIL, WITH PLASTIC I.D. TAG AND WATERPROOF CONNECTORS 20"x14" JUMBO PLASTIC VALVE BOX SET BOX FLUSH AT TURF PRESSURE REGULATOR AS SPECIFIED PVC UNION WITH SHORT NIPPLES 45° DOWN AS REQUIRED TO LATERAL PIPE DEPTH 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES 2 6x2x16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE SCH. 80 RISER SxT TEE W/ 2" NIPPLE AT MAINLINE 2" 3" MIN. 12" BELOW GRADE OUTLET PIPE SAME SIZE AS VALVE, 24" MIN, LENGTH TO FIRST FITTING 8 SLOPED CONDITION NOTE: 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 3. NORMAL SPACING WITHIN THE TOP 2 3 OF SLOPE, 4. INSTALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM 13 OF THE SLOPE. 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM 13 ON A SEPARATE VALVE. PVC MAINLINE. PIPE. 3/4" PVC LATERAL TYPICAL COMPRESSION FITTING. AIR RELIEF VALVE AT HIGH POINT, AS INDICATED. CENTER FEED EXAMPLE EMITTER 12" 18" 24" FLOW SPACING SPACING SPACING 0.6 GPH 1.0 GPM 0.67 GPM 0.50 GPM 0.9 GPH 1.5 GPM 1.0 GPM 0.75 GPM LATERAL FLOW PER 100 FT (GPM) END FEED EXAMPLE EMITTER FLOW RATE EMITTER LATERAL SPACING SPACING 0.6 0.9 12 12 0.96 1.44 18 18 0.69 1.03 24 24 0.28 0.41 GRID PRECIPITATION RATES (IN/HR) MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 1/2" 4.7 GPM 7.7 PSI 3/4" 8.3 GPM 5.6 PSI 1" 13.5 GPM 4.2 PSI 1-1/2" 33.9 GPM 2.9 PSI 2" 52.4 GPM 1.9 PSI POLY PIPE HEADER SIZE 1/2" 4.7 GPM 8.8 PSI 3/4" 8.3 GPM 6.3 PSI 1" 13.5 GPM 4.8 PSI 1-1/2" 31.8 GPM 2.9 PSI 2" 52.4 GPM 2.2 PSI MAXIMUM FLOW PER ZONE EMITTER FLOW RATE GPH 12" SPACING 18" SPACING 24" SPACING PSI 0.6 0.9 0.6 0.9 0.6 0.9 10 125 96 175 135 218 171 20 249 191 350 171 442 340 30 307 236 434 333 550 422 40 350 268 495 380 627 171 50 125 96 175 135 218 171 60 125 96 175 135 218 171 MAXIMUM LATERAL LENGTH (FEET) TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. DRIP VALVE / FILTER / REGULATOR. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED POLYGON SHAPED SHAPED ODD SHAPED TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS N.T.S. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. PVC SCH 40 TEE OR ELL. EASY FIT COMPRESSION ADAPTER. EASY FIT COMPRESSION COUPLING: RAIN BIRD DRIPLINE SPACING AS NOTED. EMITTERS OFFSET FOR TRIANGULAR SPACING. POLYETHYLENE OR PVC HEADER MANIFOLD, SIZE AS PER "MAXIMUM FLOW PER ZONE" CHART. MAXIMUM LENGTH OF SINGLE LATERAL, SEE CHART. MAXIMUM LENGTH OF SINGLE LATERAL, SEE CHART. 9 P-PT.M-25 NOTES: 1. POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. FOR EXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK. 2. INSTALL PRODUCT WITH TOP EVEN WITH FINISH GRADE OR THE TOP OF MULCH 3. RWS-M SERIES AVAILABLE IN THE FOLLOWING MODELS: RWS-M-B-C-1401: 0.25 GPM (0,95 L/M), CHECK VALVE RWS-M-B-1401: 0.25 GPM (0,95 L/M) RWS-M-B-C-1402: 0.5 GPM (1,9 L/M), CHECK VALVE RWS-M-B-1402: 0.5 GPM (1,9 L/M), 4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION. 5. ONCE RWS-M HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID. 6. OPTIONAL RWS-SOCK FOR USE IN SANDY SOILS. R 1 FINISH GRADE/TOP OF MULCH 1 2 ROOT WATERING SYSTEM: RAIN BIRD RWS-M 2 3 1/2" (1.3 cm) SPIRAL BARB FITTING (INCLUDED) 3 4 1/2" (1.3 cm) SWING ASSEMBLY: RAIN BIRD SA-125050 OR 1/2" (1.3 cm) SWING PIPE: RAIN BIRD SP SERIES WITH 1/2" (1.3 cm) MALE NPT x 0.490" BARB ELBOW: RAIN BIRD SBE-050 4 5 PVC SCH 40 TEE OR EL 5 6 PVC OR POLYETHYLENE LATERAL PIPE 6 7 OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS 7 8 4" (10.2 cm) WIDE x 18" (45.7 cm) LONG RIGID BASKET WEAVE CANISTER (INCLUDED) 8 9 PLANT ROOT BALL 9 A-RWS-S TREE INSTALLATION NOT TO SCALE FX-IR-RB-DRIP-15 10 MULTI-TRAJECTORY SPRAY HEAD LI-DETL-HEAD-SPRAY-MT.DWG SCALE: NTS FINISH GRADE ROTATOR LATERAL PIPE LATERAL TEE OR ELL SWING JOINT 11 MANUAL DRAIN VALVE 085-L0.01-L1.P1.DWG SCALE: NTS SCH. 40 MAINLINE VALVE BOX WITH LID FINISH GRADE 4" PVC SLEEVE MANUAL DRAIN VALVE SCH. 80 NIPPLES DRAIN ROCK - 3 CU. FT. MIN. 12 1" = 1'-0" INTERIOR WALL MOUNT CONTROLLER FX-IR-FX-CONT-21 13