Cities Index.
Agenda

Roseville City Council
August 17, 2022

Document
Agenda
Meeting
August 17, 2022
Body
Roseville City Council
Pages
22
Original file
406.9 MB
Text extracted from the city's file for reading and search. Open the original on rosevilleca.api.civicclerk.com. That file is the official record.

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MATCHLINE D - REFER TO SHEET L8.5 L8.1 L8.2 L8.4 L8.5 L8.8 L8.12 L8.11 L8.9 L8.14 L8.13 L8.6 L8.7 L8.3 L8.10 ~□ :;~
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ADDITIONAL INFORMATION. SIZE IS 6". SEE LEGEND FOR RECYCLED WATER SERVICE MAX GPM = 90 POC-1: 3" SHEET NO. PROJ. NO. SCALE DATE ISSUED CHECKED BY DRAWN BY DATE PROJECT ADDRESS PROJECT NAME SHEET TITLE CONSULTANT REVISIONS NO. SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH IRRIGATION PLAN 1"=20'-0" L8.5IRRIGATION PLAN IRRIGATION NOTES 1. POC 1 IS DESIGNED TO OPERATE AT A MAXIMUM FLOW OF (90) GPM AND POC 2 IS DESIGNED TO OPERATE AT A DISCREPANCY ARISE AND RE-DIRECT WORK TO AVOID DELAY. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO BEGINNING WORK. CONTACT OWNER IMMEDIATELY SHOULD MAXIMUM FLOW OF (27) GPM WITH A MINIMUM (60) STATIC P.S.I. AT BOTH POINTS OF CONNECTION. 2. CONTRACTOR SHALL COORDINATE ELECTRICAL SUPPLY WITH GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL STUB APPROPRIATE POWER SUPPLY IN VICINITY OF CONTROLLER LOCATION. 3. IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. WHERE PIPING, VALVES, QUICK COUPLERS, ETC. ARE SHOWN REFER TO SPECIFICATIONS. PLANTING AREAS OF PROPERTY. INDICATE EXACT LOCATIONS OF IRRIGATION EQUIPMENT ON RECORD DRAWINGS. OUTSIDE PLANTING AREAS, OR LIMIT OF WORK; INTENT IS FOR PIPING, VALVES, ETC., TO BE INSTALLED WITHIN 4. CONTRACTOR SHALL PROGRAM CONTROLLER TO ENSURE PROPER IRRIGATION. BASED ON PLANT TYPE, EXPOSURE AND SEASON. 5. CONTRACTOR SHALL USE EXTREME CARE WHERE IT IS NECESSARY TO TRENCH NEAR EXISTING TREES. EXCAVATION DAMAGED IN CONSTRUCTION SHALL BE CLEANLY CUT. IN AREAS EXHIBITING ROOT 3" AND LARGER SHALL BE DONE BY HAND. ROOTS 2" OR LARGER IN DIAMETER 8. ALL IRRIGATION COMPONENTS SHALL HAVE RECYCLED WATER IDENTIFIERS EXCEPT IRRIGATION BOXES. REFER TO 7. CONTRACTOR SHALL REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6. CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO HEAD LOCATIONS IN FIELD AS NECESSARY. SPECIFICATIONS. IRRIGATION LEGEND SYM. MANUFAC. DESCRIPTION MODEL NO./ RAD. GPM PSI DET REF RAINBIRD ROTOR 8000 OR 5500 - .- 30 RAINBIRD SPRAY HEADS R-VAN NOZZLES 1800 P45 - - 30 RAINBIRD BUBBLERS R-VAN SIDE STRIP NOZZLES 1800 PRS SERIES- - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD COVER. INSTALL WITH ISOLATION VALVE PER CITY STANDARD DETAIL SIZE AS SHOWN, INSTALL WITHIN VALVE BOX AND 'RCV' HEAT BRANDED ON PESB-PRS-D-R SERIES PRESSURE REGULATED PLASTIC REMOTE CONTROL VALVE. NIBCO F-619-LF FLANGED VALVE WITH SQUARE OPERATING UNIT. SMALLER SHALL BE NIBCO T-113-LF. VALVES 4" AND LARGER SHALL BE NIBCO NIBCO GATE VALVES SHALL BE LINE SIZED PER PLANS: VALVES 3" AND RAINBIRD 1.3" IRRIGATION CONTROLLER 3" IRRIGATION CONTROLLER CUSTOM PUMP AND POWER. MODEL: 15-75 PSI 6" CAL-VAL MODEL 690-01 DI BODY, SS TRIM AND PILOT VALVE RATED FOR ON COVER 'JUMBO' SIZED VALVE BOX WITH LOCKING COVER AND 'MV' HEAT BRANDED BRASS. REFER TO STANDARD SPECIFICATIONS, VALVE SHALL BE INSTALLED IN A 3" SUPERIOR MODEL 3300-RW, ELECTRIC GLOBE VALVE CONSTRUCTED OF MAXIMUM FLOW READING OF 166 GPM CALSENSE MODEL FM-2B WITH MINIMUM FLOW READING OF 11 GPM AND SIZE OF RECYCLED WATER METER. AMIAD MANUAL STEEL FILTER PER CITY OF ROSEVILLE STANDARDS, MATCH LINE STANDARDS AND DETAILS, LATEST EDITION. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT AND INSTALL IN APPROXIMATE LOCATION AS SHOWN ON THE PLANS. BACKFLOW DEVICE AND RESILIENT SEAT GATE VALVE THROUGH THE CITY CONTRACTOR SHALL PURCHASE 4" RECYCLED WATER METER, SINGLE CHECK COVER, 2-PIECE BODY WITH 44-KEY AND SH-1 HOSE SWIVEL QUICK COUPLER: RAINBIRD 44-NP: 1" NON-POTABLE, PURPLE LOCKING DETECTION LOCATOR TAPE. 1" ELECTRICAL CONDUIT FOR FLOW SENSOR WIRING - SCH. 80 PVC AT 30" DEPTH WITH TWICE THE SIZE OF TOTAL PIPE DIAMETERS WITHIN THE SLEEVE, OR AS NOTED, WITH 30" COVER. IRRIGATION SLEEVE - PIPE AT PAVEMENTS (SLEEVES) SHALL BE SCHEDULE 40 PVC. SIZE TO BE SHOWN. SEE NOTE NO. 10. LATERAL LINE - SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS, WITH 18" COVER, SIZE AS 24" COVER MAINLINE FOR POTABLE COUPLERS: 2" SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS WITH MAIN LINE IN ADJACENT PLANTER AREA. 24" DEPTH. MAINLINE SHOWN IN HARDSCAPE FOR PLAN CLARITY. CONTRACTOR SHALL INSTALL AT 24" DEPTH. MAINLINE 3" AND LARGER: CLASS 200 PURPLE PVC PIPE RUBBER GASKETED PIPE AT MAINLINE - 2-1/2" AND SMALLER: SCHEDULE 40 PURPLE PVC PIPE WITH SOLVENT-WELD FITTINGS P.O.C. BACKFLOW PREVENTION DEVICE BACKFLOW PREVENTER FOR QUICK COUPLERS: WILKENS 1-1/2", MODEL 975XL REDUCED PRESSURE SHALL INSTALL MAINLINE IN ADJACENT PLANTING AREA PER CITY STANDARD DETAIL. IRRIGATION MAINLINE, LATERAL LINE AND VALVES SHOWN IN CONCRETE FOR PLAN CLARITY. CONTRACTOR BACKFLOW PREVENTER. CONTRACTOR TO TIE MAIN LINE FOR QUICK COUPLERS TO DOMESTIC WATER LINE. INSTALL GATE VALVE AND SHOWN. BLOW-OFF VALVE INSIDE. TAP INTO RECYCLED WATER LINE AND EXTEND MAINLINE TO PROJECT SITE AS POINT OF CONNECTION -CONTRACTOR TO FIELD LOCATE EXISTING 6" RECYCLED WATER LINE WITH BOX AND

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PASSENGER DROP OFF SHEET NO. PROJ. NO. SCALE DATE ISSUED CHECKED BY DRAWN BY DATE PROJECT ADDRESS PROJECT NAME SHEET TITLE CONSULTANT REVISIONS NO. SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH IRRIGATION PLAN 1"=20'-0" L8.6IRRIGATION PLAN IRRIGATION NOTES 1. POC 1 IS DESIGNED TO OPERATE AT A MAXIMUM FLOW OF (90) GPM AND POC 2 IS DESIGNED TO OPERATE AT A DISCREPANCY ARISE AND RE-DIRECT WORK TO AVOID DELAY. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO BEGINNING WORK. CONTACT OWNER IMMEDIATELY SHOULD MAXIMUM FLOW OF (27) GPM WITH A MINIMUM (60) STATIC P.S.I. AT BOTH POINTS OF CONNECTION. 2. CONTRACTOR SHALL COORDINATE ELECTRICAL SUPPLY WITH GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL STUB APPROPRIATE POWER SUPPLY IN VICINITY OF CONTROLLER LOCATION. 3. IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. WHERE PIPING, VALVES, QUICK COUPLERS, ETC. ARE SHOWN REFER TO SPECIFICATIONS. PLANTING AREAS OF PROPERTY. INDICATE EXACT LOCATIONS OF IRRIGATION EQUIPMENT ON RECORD DRAWINGS. OUTSIDE PLANTING AREAS, OR LIMIT OF WORK; INTENT IS FOR PIPING, VALVES, ETC., TO BE INSTALLED WITHIN 4. CONTRACTOR SHALL PROGRAM CONTROLLER TO ENSURE PROPER IRRIGATION. BASED ON PLANT TYPE, EXPOSURE AND SEASON. 5. CONTRACTOR SHALL USE EXTREME CARE WHERE IT IS NECESSARY TO TRENCH NEAR EXISTING TREES. EXCAVATION DAMAGED IN CONSTRUCTION SHALL BE CLEANLY CUT. IN AREAS EXHIBITING ROOT 3" AND LARGER SHALL BE DONE BY HAND. ROOTS 2" OR LARGER IN DIAMETER 8. ALL IRRIGATION COMPONENTS SHALL HAVE RECYCLED WATER IDENTIFIERS EXCEPT IRRIGATION BOXES. REFER TO 7. CONTRACTOR SHALL REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6. CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO HEAD LOCATIONS IN FIELD AS NECESSARY. SPECIFICATIONS. IRRIGATION LEGEND SYM. MANUFAC. DESCRIPTION MODEL NO./ RAD. GPM PSI DET REF RAINBIRD ROTOR 8000 OR 5500 - .- 30 RAINBIRD SPRAY HEADS R-VAN NOZZLES 1800 P45 - - 30 RAINBIRD BUBBLERS R-VAN SIDE STRIP NOZZLES 1800 PRS SERIES- - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD COVER. INSTALL WITH ISOLATION VALVE PER CITY STANDARD DETAIL SIZE AS SHOWN, INSTALL WITHIN VALVE BOX AND 'RCV' HEAT BRANDED ON PESB-PRS-D-R SERIES PRESSURE REGULATED PLASTIC REMOTE CONTROL VALVE. NIBCO F-619-LF FLANGED VALVE WITH SQUARE OPERATING UNIT. SMALLER SHALL BE NIBCO T-113-LF. VALVES 4" AND LARGER SHALL BE NIBCO NIBCO GATE VALVES SHALL BE LINE SIZED PER PLANS: VALVES 3" AND RAINBIRD 1.3" IRRIGATION CONTROLLER 3" IRRIGATION CONTROLLER CUSTOM PUMP AND POWER. MODEL: 15-75 PSI 6" CAL-VAL MODEL 690-01 DI BODY, SS TRIM AND PILOT VALVE RATED FOR ON COVER 'JUMBO' SIZED VALVE BOX WITH LOCKING COVER AND 'MV' HEAT BRANDED BRASS. REFER TO STANDARD SPECIFICATIONS, VALVE SHALL BE INSTALLED IN A 3" SUPERIOR MODEL 3300-RW, ELECTRIC GLOBE VALVE CONSTRUCTED OF MAXIMUM FLOW READING OF 166 GPM CALSENSE MODEL FM-2B WITH MINIMUM FLOW READING OF 11 GPM AND SIZE OF RECYCLED WATER METER. AMIAD MANUAL STEEL FILTER PER CITY OF ROSEVILLE STANDARDS, MATCH LINE STANDARDS AND DETAILS, LATEST EDITION. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT AND INSTALL IN APPROXIMATE LOCATION AS SHOWN ON THE PLANS. BACKFLOW DEVICE AND RESILIENT SEAT GATE VALVE THROUGH THE CITY CONTRACTOR SHALL PURCHASE 4" RECYCLED WATER METER, SINGLE CHECK COVER, 2-PIECE BODY WITH 44-KEY AND SH-1 HOSE SWIVEL QUICK COUPLER: RAINBIRD 44-NP: 1" NON-POTABLE, PURPLE LOCKING DETECTION LOCATOR TAPE. 1" ELECTRICAL CONDUIT FOR FLOW SENSOR WIRING - SCH. 80 PVC AT 30" DEPTH WITH TWICE THE SIZE OF TOTAL PIPE DIAMETERS WITHIN THE SLEEVE, OR AS NOTED, WITH 30" COVER. IRRIGATION SLEEVE - PIPE AT PAVEMENTS (SLEEVES) SHALL BE SCHEDULE 40 PVC. SIZE TO BE SHOWN. SEE NOTE NO. 10. LATERAL LINE - SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS, WITH 18" COVER, SIZE AS 24" COVER MAINLINE FOR POTABLE COUPLERS: 2" SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS WITH MAIN LINE IN ADJACENT PLANTER AREA. 24" DEPTH. MAINLINE SHOWN IN HARDSCAPE FOR PLAN CLARITY. CONTRACTOR SHALL INSTALL AT 24" DEPTH. MAINLINE 3" AND LARGER: CLASS 200 PURPLE PVC PIPE RUBBER GASKETED PIPE AT MAINLINE - 2-1/2" AND SMALLER: SCHEDULE 40 PURPLE PVC PIPE WITH SOLVENT-WELD FITTINGS P.O.C. BACKFLOW PREVENTION DEVICE BACKFLOW PREVENTER FOR QUICK COUPLERS: WILKENS 1-1/2", MODEL 975XL REDUCED PRESSURE SHALL INSTALL MAINLINE IN ADJACENT PLANTING AREA PER CITY STANDARD DETAIL. IRRIGATION MAINLINE, LATERAL LINE AND VALVES SHOWN IN CONCRETE FOR PLAN CLARITY. CONTRACTOR BACKFLOW PREVENTER. CONTRACTOR TO TIE MAIN LINE FOR QUICK COUPLERS TO DOMESTIC WATER LINE. INSTALL GATE VALVE AND SHOWN. BLOW-OFF VALVE INSIDE. TAP INTO RECYCLED WATER LINE AND EXTEND MAINLINE TO PROJECT SITE AS POINT OF CONNECTION -CONTRACTOR TO FIELD LOCATE EXISTING 6" RECYCLED WATER LINE WITH BOX AND

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SHEET NO. PROJ. NO. SCALE DATE ISSUED CHECKED BY DRAWN BY DATE PROJECT ADDRESS PROJECT NAME SHEET TITLE CONSULTANT REVISIONS NO. SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH IRRIGATION PLAN 1"=20'-0" L8.14IRRIGATION PLAN IRRIGATION NOTES 1. POC 1 IS DESIGNED TO OPERATE AT A MAXIMUM FLOW OF (90) GPM AND POC 2 IS DESIGNED TO OPERATE AT A DISCREPANCY ARISE AND RE-DIRECT WORK TO AVOID DELAY. CONTRACTOR SHALL VERIFY PRESSURE PRIOR TO BEGINNING WORK. CONTACT OWNER IMMEDIATELY SHOULD MAXIMUM FLOW OF (27) GPM WITH A MINIMUM (60) STATIC P.S.I. AT BOTH POINTS OF CONNECTION. 2. CONTRACTOR SHALL COORDINATE ELECTRICAL SUPPLY WITH GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL STUB APPROPRIATE POWER SUPPLY IN VICINITY OF CONTROLLER LOCATION. 3. IRRIGATION SYSTEM DESIGN IS DIAGRAMMATIC. WHERE PIPING, VALVES, QUICK COUPLERS, ETC. ARE SHOWN REFER TO SPECIFICATIONS. PLANTING AREAS OF PROPERTY. INDICATE EXACT LOCATIONS OF IRRIGATION EQUIPMENT ON RECORD DRAWINGS. OUTSIDE PLANTING AREAS, OR LIMIT OF WORK; INTENT IS FOR PIPING, VALVES, ETC., TO BE INSTALLED WITHIN 4. CONTRACTOR SHALL PROGRAM CONTROLLER TO ENSURE PROPER IRRIGATION. BASED ON PLANT TYPE, EXPOSURE AND SEASON. 5. CONTRACTOR SHALL USE EXTREME CARE WHERE IT IS NECESSARY TO TRENCH NEAR EXISTING TREES. EXCAVATION DAMAGED IN CONSTRUCTION SHALL BE CLEANLY CUT. IN AREAS EXHIBITING ROOT 3" AND LARGER SHALL BE DONE BY HAND. ROOTS 2" OR LARGER IN DIAMETER 8. ALL IRRIGATION COMPONENTS SHALL HAVE RECYCLED WATER IDENTIFIERS EXCEPT IRRIGATION BOXES. REFER TO 7. CONTRACTOR SHALL REFER TO DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 6. CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO HEAD LOCATIONS IN FIELD AS NECESSARY. SPECIFICATIONS. IRRIGATION LEGEND SYM. MANUFAC. DESCRIPTION MODEL NO./ RAD. GPM PSI DET REF RAINBIRD ROTOR 8000 OR 5500 - .- 30 RAINBIRD SPRAY HEADS R-VAN NOZZLES 1800 P45 - - 30 RAINBIRD BUBBLERS R-VAN SIDE STRIP NOZZLES 1800 PRS SERIES- - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 30 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD - - - 50 RAINBIRD COVER. INSTALL WITH ISOLATION VALVE PER CITY STANDARD DETAIL SIZE AS SHOWN, INSTALL WITHIN VALVE BOX AND 'RCV' HEAT BRANDED ON PESB-PRS-D-R SERIES PRESSURE REGULATED PLASTIC REMOTE CONTROL VALVE. NIBCO F-619-LF FLANGED VALVE WITH SQUARE OPERATING UNIT. SMALLER SHALL BE NIBCO T-113-LF. VALVES 4" AND LARGER SHALL BE NIBCO NIBCO GATE VALVES SHALL BE LINE SIZED PER PLANS: VALVES 3" AND RAINBIRD 1.3" IRRIGATION CONTROLLER 3" IRRIGATION CONTROLLER CUSTOM PUMP AND POWER. MODEL: 15-75 PSI 6" CAL-VAL MODEL 690-01 DI BODY, SS TRIM AND PILOT VALVE RATED FOR ON COVER 'JUMBO' SIZED VALVE BOX WITH LOCKING COVER AND 'MV' HEAT BRANDED BRASS. REFER TO STANDARD SPECIFICATIONS, VALVE SHALL BE INSTALLED IN A 3" SUPERIOR MODEL 3300-RW, ELECTRIC GLOBE VALVE CONSTRUCTED OF MAXIMUM FLOW READING OF 166 GPM CALSENSE MODEL FM-2B WITH MINIMUM FLOW READING OF 11 GPM AND SIZE OF RECYCLED WATER METER. AMIAD MANUAL STEEL FILTER PER CITY OF ROSEVILLE STANDARDS, MATCH LINE STANDARDS AND DETAILS, LATEST EDITION. INSTALL PER CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT AND INSTALL IN APPROXIMATE LOCATION AS SHOWN ON THE PLANS. BACKFLOW DEVICE AND RESILIENT SEAT GATE VALVE THROUGH THE CITY CONTRACTOR SHALL PURCHASE 4" RECYCLED WATER METER, SINGLE CHECK COVER, 2-PIECE BODY WITH 44-KEY AND SH-1 HOSE SWIVEL QUICK COUPLER: RAINBIRD 44-NP: 1" NON-POTABLE, PURPLE LOCKING DETECTION LOCATOR TAPE. 1" ELECTRICAL CONDUIT FOR FLOW SENSOR WIRING - SCH. 80 PVC AT 30" DEPTH WITH TWICE THE SIZE OF TOTAL PIPE DIAMETERS WITHIN THE SLEEVE, OR AS NOTED, WITH 30" COVER. IRRIGATION SLEEVE - PIPE AT PAVEMENTS (SLEEVES) SHALL BE SCHEDULE 40 PVC. SIZE TO BE SHOWN. SEE NOTE NO. 10. LATERAL LINE - SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS, WITH 18" COVER, SIZE AS 24" COVER MAINLINE FOR POTABLE COUPLERS: 2" SCHEDULE 40 PVC WITH SOLVENT-WELD FITTINGS WITH MAIN LINE IN ADJACENT PLANTER AREA. 24" DEPTH. MAINLINE SHOWN IN HARDSCAPE FOR PLAN CLARITY. CONTRACTOR SHALL INSTALL AT 24" DEPTH. MAINLINE 3" AND LARGER: CLASS 200 PURPLE PVC PIPE RUBBER GASKETED PIPE AT MAINLINE - 2-1/2" AND SMALLER: SCHEDULE 40 PURPLE PVC PIPE WITH SOLVENT-WELD FITTINGS P.O.C. BACKFLOW PREVENTION DEVICE BACKFLOW PREVENTER FOR QUICK COUPLERS: WILKENS 1-1/2", MODEL 975XL REDUCED PRESSURE SHALL INSTALL MAINLINE IN ADJACENT PLANTING AREA PER CITY STANDARD DETAIL. IRRIGATION MAINLINE, LATERAL LINE AND VALVES SHOWN IN CONCRETE FOR PLAN CLARITY. CONTRACTOR BACKFLOW PREVENTER. CONTRACTOR TO TIE MAIN LINE FOR QUICK COUPLERS TO DOMESTIC WATER LINE. INSTALL GATE VALVE AND SHOWN. BLOW-OFF VALVE INSIDE. TAP INTO RECYCLED WATER LINE AND EXTEND MAINLINE TO PROJECT SITE AS POINT OF CONNECTION -CONTRACTOR TO FIELD LOCATE EXISTING 6" RECYCLED WATER LINE WITH BOX AND

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SHEET NO. PROJ. NO. SCALE DATE ISSUED CHECKED BY DRAWN BY DATE PROJECT ADDRESS PROJECT NAME SHEET TITLE CONSULTANT REVISIONS NO. SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP IRRIGAITON INFORMATION SUPPLEMENTAL 1"=20'-0" L8.15 IRRIGAITON SUPPLEMENTAL INFORMATION PRESSURE LOSS CALCULATIONS WATER EFFICIENT LANDSCAPE CALCULATIONS CITY OF ROSEVILLE RECYCLED WATER SPECIAL ON-SITE IRRIGATION NOTES 1. THE INSTALLATION OF THE RECYCLED WATER SYSTEM SHALL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF RECYCLED WATER SYSTEMS WITHIN THE CITY OF ROSEVILLE AND THE ACCOMPANYING PLANS AND SPECIFICATIONS. 2. ALL ON-SITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED IN ACCORDANCE WITH SPECIFICATIONS. THE CITY OF ROSEVILLE CONSTRUCTION STANDARDS FOR RECYCLED WATER INFRASTRUCTURE AND THE IRRIGATION 3. CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF MUST BE ARRANGED PRIOR TO THE START OF CONSTRUCTION. CONSTRUCTION AT (916) 746-1758 FOR LANDSCAPE CORRIDORS AND PARKS. A PRECONSTRUCTION MATERIALS INSPECTION IRRIGATION SYSTEMS. CITY OF ROSEVILLE PARKS DEPARTMENT SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF CONSTRUCTION AT (916) 774-5750 AND EACH WORKDAY THEREAFTER UNTIL COMPLETION OF PROJECT FOR COMMERCIAL 4. NO FACILITY IS TO BE BACKFILLED UNTIL INSPECTED BY THE CITY OF ROSEVILLE ENVIRONMENTAL UTILITIES DEPARTMENT AND/OR PARKS DEPARTMENT INSPECTOR. 5. ALL RECYCLED WATER INFRASTRUCTURE, BOTH ON-SITE AND OFF-SITE SHALL BE INSPECTED BY CITY OF ROSEVILLE 5.5. SYSTEM COVERAGE TEST. 5.4. SYSTEM CROSS CONNECTION CONTROL TEST. 5.3. PRESSURE TESTING. 5.2. IRRIGATION SYSTEM INSTALLATION BEFORE LINES ARE COVERED. 5.1. PRE-CONSTRUCTION MATERIALS INSPECTION. ENVIRONMENTAL UTILITIES AT 774-5750 FORTY-EIGHT (48) HOURS IN ADVANCE. POINTS OF INSPECTION ARE: ENVIRONMENTAL UTILITIES AND/OR PARKS DEPARTMENT. FOR INSPECTION OF RECYCLED WATER SYSTEM CONTACT 6. ALL RECYCLED WATER PIPING SHALL BE PURPLE COLORED PVC UNLESS OTHERWISE SPECIFIED. WHERE PURPLE PVC IS NOT USED, PIPE SHALL BE IDENTIFIED (MARKED) IN ACCORDANCE WITH THE CITY OF ROSEVILLE CONSTRUCTION STANDARDS. 7. MARKING ON THE PURPLE COLORED PVC PIPE SHALL INCLUDE THE FOLLOWING: 7.1. “CAUTION: RECYCLED WATER- DO NOT DRINK”. NOMINAL PIPE SIZE. PVC—1120. PRESSURE RATING IN POUNDS PER CONTINUOUSLY ON TWO SIDES OF THE PIPE. SQUARE INCH AT 73 DEGREES. ASTM DESIGNATIONS SUCH AS 1785, 2241, 1672, 3139. PRINTING SHALL BE PLACED 8. ALL RECYCLED WATER SPRINKLER CONTROL VALVES, VALVE RISERS, SPRINKLER RISERS, AND SWING JOINTS SHALL BE TAGGED 8.1. TAGS SHALL BE WEATHERPROOF PLASTIC, 3” X 4”, PURPLE COLOR WITH THE WORDS “WARNING: RECYCLED WATER- DO WITH IDENTIFICATION TAGS OR ADHESIVE LABELS. BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. NOT DRINK” IMPRINTED ON ONE SIDE, AND “AVISA: AGUA IMPURA- NO TOMAR” ON THE OTHER SIDE. IMPRINTING SHALL 8.2. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 8.2.2. ATTACH TO SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP. 8.2.1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP, OR 8.3. RECYCLED WATER WARNING LABELS OR STICKERS THAT ARE CONSISTENT WITH CITY OF ROSEVILLE CONSTRUCTION PIPING NOT IN COMPLIANCE. STANDARDS FOR RECYCLED WATER INFRASTRUCTURE AND THE IRRIGATION SPECIFICATIONS MUST BE ATTACHED TO ALL 8.4. ALL SPRINKLER HEADS MUST BE DESIGNED FOR RECYCLED WATER USAGE, WITH PURPLE RECYCLED WATER WARNING CAPS. 8.5. SPRINKLER RISERS AND SWING JOINTS SHALL BE IDENTIFIED WITH PURPLE ADHESIVE 3” X 3” LABELS. EACH LABEL SHALL STATE “RECYCLED WATER – DO NOT DRINK” IN ENGLISH AND SPANISH. 9. ALL RECYCLED WATER CONTROL VALVE BOXES SHALL BE PURPLE AND HAVE A WARNING LABEL PERMANENTLY MOLDED INTO 9.2. “DO NOT DRINK” IN ENGLISH AND SPANISH. 9.1. "NON-POTABLE” OR “RECYCLED WATER”. FOLLOWING INFORMATION: MATERIAL WITH THE WARNING PERMANENTLY STAMPED OR MOLDED INTO THE LABEL. THE WARNING SHALL CONTAIN THE OR AFFIXED ONTO THE LID WITH RIVETS, BOLTS, ETC. WARNING LABELS SHALL BE CONSTRUCTED OF A PURPLE WEATHERPROOF 10. RECYCLED WATER QUICK COUPLING VALVES SHALL HAVE A PURPLE RUBBER OR VINYL COVER. THE COVER SHALL BE OF A 10.1. “RECYCLED WATER- DO NOT DRINK” IN ENGLISH AND SPANISH. LOCKING TYPE AND HAVE A WARNING PERMANENTLY STAMPED OR MOLDED AS FOLLOWS: 11. PLASTIC WARNING TAPE SHALL BE USED ON ALL POTABLE WATER PIPING, POTABLE WATER WARNING TAPE SHALL BE A CONTINUOUS AND PERMANENT. POTABLE WATER LINE BURIED BELOW” IMPRINTED IN MINIMUM 1-INCH HIGH LETTERS, BLACK IN COLOR. IMPRINTING SHALL BE FEET ON CENTER. WARNING TAPE FOR THE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH WORDS “CAUTION: ATTACHED TO THE TOP OF THE PIPE WITH NYLON TIE-WRAP BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY FIVE MINIMUM OF 3 INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF EACH LINE. THE TAPE SHALL BE 12. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN 10 FEET MINIMUM “RECYCLED WATER- DO NOT DRINK”. MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITH THREE-INCH WIDE PURPLE WARNING TAPE, WHICH READS POTABLE WATER PIPING. A 12” VERTICAL SEPARATION OD TO OD MUST BE MAINTAINED. CONVENTIONAL (WHITE) PVC PIPE INSTALLED IN A CLASS 200 PURPLE COLORED PVC SLEEVE WHICH EXTENDS A MINIMUM OF FIVE FEET ON EITHER SIDE OF THE THE RECYCLED WATER PRESSURE MAIN LINE MUST PASS ABOVE POTABLE WATER PIPING, THE RECYCLED WATER PIPING SHALL PIPING CROSS, THE RECYCLED WATER PIPING SHALL BE INSTALLED 12” BELOW THE POTABLE WATER PIPING OD TO OD. WHERE HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE RECYCLED AND POTABLE WATER PRESSURE MAIN LINE 13. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN A TEN FOOT WATER PIPING SHALL BE INSTALLED A MINIMUM OF ONE FOOT ABOVE SEWER. MINIMUM HORIZONTAL SEPARATION FROM ALL SANITARY SEWER LINES. WHERE RECYCLED AND SEWER CROSS, THE RECYCLED 14. FOR ON-SITE RECLAIMED WATER PIPING, THE MINIMUM DEPTH FROM FINISH GRADE TO TOP OF PIPE SHALL BE AS FOLLOWS: 14.3. CONSTANT PRESSURE LINES 3” AND LARGER……………………....… 24” 14.2. CONSTANT PRESSURE LINES 2.5” AND SMALLER………………...…… 24" 14.1. INTERMITTENT PRESSURE LINES (ALL SIZES)………………………..…... 18" 15. PRESSURE AND CROSS CONNECTION TESTING FOR ON-SITE RECYCLED WATER SYSTEMS 15.1. ALL TESTING OF RECYCLED WATER SYSTEMS MUST BE PERFORMED UTILIZING A POTABLE WATER SOURCE VIA A ENTER A RECYCLED WATER SYSTEM UNTIL ALL TESTING IS SUCCESSFULLY COMPLETED. CONSTRUCTION WATER CONNECTION PER CITY OF ROSEVILLE CONSTRUCTION STANDARDS. NO RECYCLED WATER MAY 15.2. THE SOURCE OF POTABLE WATER USED FOR TESTING MUST HAVE A METER AND AN APPROVED BACK FLOW PREVENTION DEVICE. THESE CAN BE OBTAINED THROUGH THE CITY OF ROSEVILLE. 15.3. THE CONTRACTOR SHALL PROVIDE A MEANS TO PLUMB IN PRESSURE AND CROSS CONNECTION TESTING APPARATUS AT THE POINT OF HIGHEST ELEVATION, FOR BOTH POTABLE AND CONSTANT PRESSURE RECYCLED WATER SYSTEMS. 15.4. THE CONSTANT PRESSURE RECYCLED WATER SYSTEM INCLUDING ALL APPURTENANCES SHALL BE TESTED AT 125 PSI AT HIGHEST POINT OF ELEVATION FOR 1 HOUR WITH NO DETECTABLE LEAKAGE. 15.6. THE RECYCLED WATER SYSTEM SHALL BE TESTED FOR CROSS-CONNECTION IN ACCORDANCE WITH UNIFORM PLUMBING 15.5. PRESSURE TESTING MUST BE SUCCESSFULLY COMPLETED PRIOR TO CROSS CONNECTION TESTING. CODE APPENDIX J PRIOR TO USE. 15.7. FOR PROJECTS BEING PERFORMED IN PHASES, A CROSS CONNECTION TEST SHALL BE PERFORMED ON EACH PHASE INDEPENDENT OF OTHER PREVIOUSLY COMPLETED PHASES. INDEPENDENTLY, BEFORE IT IS PUT INTO SERVICE. THE POTABLE WATER SOURCE USED FOR TESTING EACH PHASE MUST BE 15.8. AT THE TIME A CROSS CONNECTION TEST IS TO BE PERFORMED, CONSTRUCTION ON BOTH THE POTABLE AND THE FUNCTIONING AS DESIGNED. RECYCLED WATER SYSTEMS BEING TESTED MUST BE COMPLETE, AND BOTH SYSTEMS FULLY OPERATIONAL AND 15.9. CROSS CONNECTION TESTING SHALL BE PERFORMED ON THE SYSTEM BY CITY FORCES WITH THE ASSISTANCE OF THE SITE, A PRELIMINARY FIELD MEET MAY ALSO BE REQUIRED. INSPECTOR. FORTY-EIGHT (48) HOURS NOTICE IS REQUIRED BEFORE THE TEST. DEPENDING ON THE COMPLEXITY OF THE CONTRACTOR. THE TEST WILL BE COORDINATED THROUGH THE ENVIRONMENTAL UTILITIES OR PARKS DEPARTMENT 16. COVERAGE TEST 16.1. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO NATIVE OAK AREAS AND INTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE: POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALKS. 17. METER INSTALLATION 17.1. ONCE THE ON-SITE RECYCLED WATER SYSTEM HAS BEEN PROPERLY INSPECTED AND PASSED PRESSURE AND CROSS PARKS DEPARTMENT INSPECTOR. INSTALLED BY CITY FORCES. COORDINATE METER PURCHASE AND INSTALLATION WITH THE ENVIRONMENTAL UTILITIES OR CONNECTION TESTING, A METER MAY BE INSTALLED. THE METER MUST BE PURCHASED FROM THE CITY OF ROSEVILLE AND 18. NO CONNECTION SHALL BE MADE TO THE CITY’S EXISTING RECYCLED WATER SYSTEM UNTIL THE NEW FACILITIES HAVE BEEN 18.1. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES VIOLATES THE CITY OF ROSEVILLE DESIGN AND FORCES ONLY. SUCCESSFULLY PRESSURE AND CROSS CONNECTION TESTED. TAPS TO THE EXISTING RECYCLED SYSTEM WILL BE MADE BY CITY UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. CONSTRUCTION STANDARDS FOR RECYCLED WATER INFRASTRUCTURE AND WILL RESULT IN TERMINATION OF SERVICE IRRIGATION AUDIT, SURVEY AND IRRIGATION WATER USE ANALYSIS NOTES 1. ALL LANDSCAPE IRRIGATION AUDITS SHALL BE CONDUCTED BY A THIRD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR. LANDSCAPE. LANDSCAPE AUDITS SHALL NOT BE CONDUCTED BY THE PERSON WHO DESIGNED THE LANDSCAPE OR INSTALLED THE 2. IN LARGE PROJECTS OR PROJECTS WITH MULTIPLE LANDSCAPE INSTALLATIONS (I.E. PRODUCTION HOME DEVELOPMENTS) AN REQUIREMENT. AUDITING RATE OF 1 IN 7 LOTS OR APPROXIMATELY 15% OF THE PROJECTS IRRIGATION VALVES SHALL SATISFY THIS 3. FOR NEW CONSTRUCTION AND REHABILITATED LANDSCAPE PROJECTS INSTALLED AFTER DECEMBER 1, 2015, AS DESCRIBED IN SECTION 14.18.030. 4. THE PROJECT APPLICANT SHALL SUBMIT AN IRRIGATION AUDIT REPORT WITH THE CERTIFICATE OF COMPLETION TO THE SLOPE, EXPOSURE AND ANY OTHER FACTORS NECESSARY FOR ACCURATE PROGRAMING; (ENVIRONMENTAL UTILITIES-WELO) SCHEDULE, INCLUDING CONFIGURING IRRIGATION CONTROLLERS WITH APPLICATION RATE, SOIL TYPES, PLANT FACTORS, UNIFORMITY, REPORTING OVERSPRAY OR RUN OFF THAT CAUSES OVERLAND FLOW, AND PREPARATION OF AN IRRIGATION LOCAL AGENCY THAT MAY INCLUDE, BUT IS NOT LIMITED TO: INSPECTION, SYSTEM TUNE UP, SYSTEM TEST DISTRIBUTION

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GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER THORNLESS HONEYLOCUST PARKINSONIA ACULEATA PALO VERDE TREE LAGERSTROMERIA MUSKOGEE CRAPE MYRTLE CISTUS SALVIIFOLIUM 'PROSTATUS' SAGELEAF ROCKROSE QUERCUS VIRGINIANA SOUTHERN LIVE OAK ULMUS DAVIDIANA VAR. JAPONICA 'MORTON' ACCOLADE ELM PISTACIA CHINESIS CHINESE PISTACHE CEDRUS DEODORA DEODOR CEDAR ZELKOVA SERRATA 'VILLAGE GREEN' VILLAGE GREEN ZELKOVA MUHLENBERGIA RIGENS DEER GRASS XYLOSMA CONGESTUM 'COMPACTA' COMPACT SHINY XYLOSMA CALLISTEMON VIMINALIS 'LITTLE JOHNS' LITTLE JOHN'S BOTTLEBRUSH HETEROMELES ARBUTIFOLIA TOYON ABELIA X GRANDIFOLIA 'ED GOUCHER' ED GOUCHER ABELIA HEMEROCALLIS 'PRINCE OF VENICE' EVERGREEN DAYLILY SPIREA JAPONICA 'GOLDMOUND' GOLDMOUND SPIREA CAREX TUMULICOLA BERKELEY SEDGE DIANELLA REVOULA 'LITTLE REV' LITTLE REV FLAX LILY LOMANDRA 'BREEZE' DWARF MAT RUSH MUHLENBERGIA CAPRILLARIS PINK MUHLY GRASS CISTUS PURPUREUS ORCHID ROCKROSE ROSA X 'NOATRAUM' PINK CARPET ROSE ARCTOSTAPHYLOS 'EMERALD CARPET' DWARF MANZANITA ERIGERON KARVINSKIANUS SANTA BARBARA DAISY ACACIA REDOLENS 'LOW BOY' PROSTRATE ACACIA MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM PHOTINIA FRASERI PHOTINIA DODONAEA VISCOSA 'PURPUREA' PURPLE-LEAFED HOPBUSH GREVILLEA X 'NOELLII' NOELL GREVILLEA SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP MAGNOLIA X SOULANGEANA 'ALEXANDRINA' ALEXANDER MAGNOLIA TREES GT LM PA PC QV ZS LARGE PLANTING (OVER 5' TALL) MEDIUM PLANTING (2'-5' TALL) LOW PLANTING (UNDER 2' TALL) CD UD PLANTING PLAN IMAGES1"=20'-0" L9.0 PLANTING PLAN IMAGES LAURUS NOBILIS SWEET BAY LAUREL LAGERSTROMERIA TUSKEGEE CRAPE MYRTLE QUERCUS DOUGLASII BLUE OAK LT LN QDMS FORSYTHIA X INTERMEDIA 'KOLGOLD' GOLD FORSYTHIA BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE JAPANESE BARBERRY LL(i C ., L . "L Cc_, Lin u .u C LJ Lo ce:: fr:~ L C 0 C, CZ cQ LL VJ ",:, '"> c, C r'-~ DRAWING NAME: Y:\Projects-F0\2021\2103800 - Rosevllle 6 Soccer Complex\cod\_pLT-RSC.dwg PLOT DATE: 06-23-22 PLOTTED BY: statlon46 VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com t;: - --' f;3 8 ct:\--~==~---/-< i( Sfgnafure * EXPIRATION DATE: JULY 2023 "11; < or :----. CAll~\J'' ""*

VAN VAN
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VAN +12 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP 0' 10' 20' 40' 80' NORTH MATCHLINE G - REFER TO SHEET L9.8 MATCHLINE A - REFER TO SHEET L9.2

LIMIT OF WORK
LIMIT OF WORK LIMIT OF WORK PLANTING PLAN 1"=20'-0" L9.1 PLANTING PLAN L9.1 L9.2 L9.3 L9.4 L9.5 L9.8 L9.9 L9.11 L9.12 L9.13 L9.14 L9.6 L9.7 L9.10 PLANTING LEGEND SYM. QTY. SIZE BOTANICAL/COMMON NAME SPACINGWATER USE REQUIREMENTS PER WUCOLS REGION 2 - CENTRAL VALLEY DET REF TREES - 15 GAL CEDRUS DEODORA DEODOR CEDAR PER PLAN LOW- 15 GAL. GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER THORNLESS HONEYLOCUST P PLAN LOW- 15 GAL. LAGERSTROEMIA INDICA 'MUSKOGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL LAGERSTROEMIA INDICA 'TUSKEGEE' PINK CRAPE MYRTLE PER PLAN LOW- 15 GAL. LAURUS NOBILIS SWEET BAY LAUREL PER PLAN LOW - 15 GAL MAGNOLIA X S. 'ALEXANDRINA' ALEXANDER MAGNOLIA PER PLAN MEDIUM 15 GAL PARKINSONIA ACULEATA PALO VERDE TREE PER PLAN VERY LOW - 15 GAL. PISTACIA CHINENSIS CHINESE PISTACHE PER PLAN LOW- 15 GAL QUERCUS DOUGLASII BLUE OAK PER PLAN VERY LOW - 15 GAL. QUERCUS VIRGINIANA SOUTHERN LIVE OAK PER PLAN MEDIUM- 15 GAL ULMUS DAVIDIANA JAPONICA 'MORTON' ACCOLADE ELM PER PLAN MEDIUM - 15 GAL ZELKOVA SERRATA 'VILLAGE GREEN' SAWLEAF ZELKOVA PER PLAN MEDIUM LARGE PLANTING- 5 GAL DODONAEA VISCOSA 'PURPUREA' PURPLE-LEAFED HOPBRUSH 8' O.C. LOW- 5 GAL FORSYTHIA X INTERMEDIA 'KOLGOLD' GOLD FORSYTHIA 4' O.C. LOW- 5 GAL GREVILLEA X 'NOELLII' NOELL GREVILLEA 4' O.C. LOW- 5 GAL HETEROMELES ARBUTIFOLIA TOYON 8' O.C. VERY LOW- 5 GAL PHOTINIA FRASERI PHOTINIA 6' O.C. MEDIUM- 5 GAL XYLOSMA CONGESTUM 'COMPACTA' COMPACT SHINY XYLOSMA 6' O.C. LOW MEDIUM PLANTING- 5 GAL ABELIA GRANDIFLORA 'ED GOUCHER' GLOSSY ABELIA 3' O.C. MEDIUM - 5 GAL BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE JAPANESE BARBERRY 3' O.C. MEDIUM- 5 GAL CALLISTEMON VIMINALIS 'LITTLE JOHNS' LITTLE JOHN'S BOTTLEBRUSH 2' O.C. LOW- 5 GAL CISTUS PURPUREUS ORCHID ROCKROSE 3' O.C. LOW- 1 GAL HEMEROCALLIS 'PRINCE OF VENICE' EVERGREEN DAYLILY 3' O.C MEDIUM- 1 GAL LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 3' O.C. MEDIUM- 1 GAL MUHLENBERGIA RIGENS DEER GRASS 6' O.C. LOW- 1 GAL MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 2' O.C. LOW- 5 GAL SPIRAEA JAPONICA 'GOLDFLAME' GOLDFLAME SPIRAEA 3' O.C. MEDIUM LOW PLANTING- 1 GAL ACACIA REDOLENS 'LOW BOY' PROSTRATE ACACIA 10' O.C. VERY LOW- 1 GAL ARCTOSTAPHYLOS 'EMERALD CARPET' DWARF MANZANITA 4' O.C. MEDIUM- 1 GAL CAREX TUMULICOLA BERKLEY SEDGE 2' O.C. LOW- 1 GAL CISTUS SALVIFOLIUS 'PROSTRATUS' SAGELEAF ROCKROSE 6' O.C. LOW- 1 GAL DIANELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILY 2' O.C. LOW- 1 GAL ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 3' O.C. LOW- 1 GAL MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM 10' O.C. LOW- 1 GAL ROSA X 'NOATRAUM' PINK CARPET ROSE 4' O.C. MEDIUM MISC. TALL FESCUE BLEND SOD - REFER TO SPECIFICATIONS 11,470 S.F. HIGH NATIVE BROADCAST SEED - REFER TO SPECIFICATIONS 223,749 S.F. HIGH 3" DEP. MULCH UNDER SHRUBS AND TREES REFER TO SPECIFICATIONS 25,367 S.F. N/A ---- PLANTING NOTES 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL SHRUB AND TREE AREA SHALL RECEIVE A WEED FABRIC LAYER. INSTALL WITH STAPLES, 3" OVERLAP AND COVER WITH MULCH. 6. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE JUTE NETTING IN THE ENTIRE PLANTING AREAS. STAKE JUTE NETTING 36" ON CENTER. I I I
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VERDE DESIGN
LANDSCAPE ARCHIT!CTURE
CIVIL E!;GINEERING
SPORT Pwt-llNG & DESIGN
1843 Iron Poht Rd. Suite 140
Folsom, CA 95630
tel: 916.415.6554
I= 916.415.6525
www.

VerdeDesignlnc.com
NO PARKING VAN NO PARKING VAN NO PARKING NO PARKING BUS PARKING PASSENGER DROP OFF NO PARKING VAN NO PARKING VAN NO PARKING NO PARKING BUS PARKING PASSENGER DROP OFF SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP MATCHLINE H - REFER TO SHEET L9.8 MATCHLINE I - REFER TO SHEET L9.9 MATCHLINE A - REFER TO SHEET L9.1
MATCHLINE B - REFER TO SHEET L9.3 0' 10' 20' 40' 80' NORTH PLANTING PLAN 1"=20'-0" L9.2 PLANTING PLAN L9.1 L9.2 L9.3 L9.4 L9.5 L9.8 L9.9 L9.11 L9.12 L9.13 L9.14 L9.6 L9.7 L9.10 PLANTING LEGEND SYM. QTY. SIZE BOTANICAL/COMMON NAME SPACINGWATER USE REQUIREMENTS PER WUCOLS REGION 2 - CENTRAL VALLEY DET REF TREES - 15 GAL CEDRUS DEODORA DEODOR CEDAR PER PLAN LOW - 15 GAL. GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER THORNLESS HONEYLOCUST P PLAN LOW - 15 GAL. LAGERSTROEMIA INDICA 'MUSKOGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL LAGERSTROEMIA INDICA 'TUSKEGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL. LAURUS NOBILIS SWEET BAY LAUREL PER PLAN LOW - 15 GAL MAGNOLIA X S. 'ALEXANDRINA' ALEXANDER MAGNOLIA PER PLAN MEDIUM 15 GAL PARKINSONIA ACULEATA PALO VERDE TREE PER PLAN VERY LOW - 15 GAL. PISTACIA CHINENSIS CHINESE PISTACHE PER PLAN LOW - 15 GAL QUERCUS DOUGLASII BLUE OAK PER PLAN VERY LOW - 15 GAL. QUERCUS VIRGINIANA SOUTHERN LIVE OAK PER PLAN MEDIUM - 15 GAL ULMUS DAVIDIANA JAPONICA 'MORTON' ACCOLADE ELM PER PLAN MEDIUM - 15 GAL ZELKOVA SERRATA 'VILLAGE GREEN' SAWLEAF ZELKOVA PER PLAN MEDIUM LARGE PLANTING- 5 GAL DODONAEA VISCOSA 'PURPUREA' PURPLE-LEAFED HOPBRUSH 8' O.C. LOW - 5 GAL FORSYTHIA X INTERMEDIA 'KOLGOLD' GOLD FORSYTHIA 4' O.C. LOW - 5 GAL GREVILLEA X 'NOELLII' NOELL GREVILLEA 4' O.C. LOW - 5 GAL HETEROMELES ARBUTIFOLIA TOYON 8' O.C. VERY LOW - 5 GAL PHOTINIA FRASERI PHOTINIA 6' O.C. MEDIUM - 5 GAL XYLOSMA CONGESTUM 'COMPACTA' COMPACT SHINY XYLOSMA 6' O.C. LOW MEDIUM PLANTING- 5 GAL ABELIA GRANDIFLORA 'ED GOUCHER' GLOSSY ABELIA 3' O.C. MEDIUM - 5 GAL BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE JAPANESE BARBERRY 3' O.C. MEDIUM - 5 GAL CALLISTEMON VIMINALIS 'LITTLE JOHNS' LITTLE JOHN'S BOTTLEBRUSH 2' O.C. LOW - 5 GAL CISTUS PURPUREUS ORCHID ROCKROSE 3' O.C. LOW - 1 GAL HEMEROCALLIS 'PRINCE OF VENICE' EVERGREEN DAYLILY 3' O.C MEDIUM - 1 GAL LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 3' O.C. MEDIUM - 1 GAL MUHLENBERGIA RIGENS DEER GRASS 6' O.C. LOW - 1 GAL MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 2' O.C. LOW - 5 GAL SPIRAEA JAPONICA 'GOLDFLAME' GOLDFLAME SPIRAEA 3' O.C. MEDIUM LOW PLANTING- 1 GAL ACACIA REDOLENS 'LOW BOY' PROSTRATE ACACIA 10' O.C. VERY LOW - 1 GAL ARCTOSTAPHYLOS 'EMERALD CARPET' DWARF MANZANITA 4' O.C. MEDIUM - 1 GAL CAREX TUMULICOLA BERKLEY SEDGE 2' O.C. LOW - 1 GAL CISTUS SALVIFOLIUS 'PROSTRATUS' SAGELEAF ROCKROSE 6' O.C. LOW - 1 GAL DIANELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILY 2' O.C. LOW - 1 GAL ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 3' O.C. LOW - 1 GAL MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM 10' O.C. LOW - 1 GAL ROSA X 'NOATRAUM' PINK CARPET ROSE 4' O.C. MEDIUM MISC. TALL FESCUE BLEND SOD - REFER TO SPECIFICATIONS 11,470 S.F. HIGH NATIVE BROADCAST SEED - REFER TO SPECIFICATIONS 223,749 S.F. HIGH 3" DEP. MULCH UNDER SHRUBS AND TREES REFER TO SPECIFICATIONS 25,367 S.F. N/A ---- PLANTING NOTES 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL SHRUB AND TREE AREA SHALL RECEIVE A WEED FABRIC LAYER. INSTALL WITH STAPLES, 3" OVERLAP AND COVER WITH MULCH. 6. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE JUTE NETTING IN THE ENTIRE PLANTING AREAS. STAKE JUTE NETTING 36" ON CENTER. LL(i C ., L , "L Cc_, Lin u .u C LJ Lo ce:: fr:~ L • 0 ' CZ cQ LL VJ ",:, '"> '" r'-~ ~, ,.o ~;,' u Le , . r· zc, -, f:::' LL:.,; oU 5~ c2 "' ,,_ ,,-< -, '" '.'.:~ (.C "" E: i3 L , '·:J Cl:•. -a:'.-' LL c_l ,- - _g / . ' ' ' - - .... - - - - - - - - - - - - - -/"-11111!! -~-~ "'.') 11111 - - - - - - - - - - - - - - - - - - - - - - - - - - - :--J!•l!!lj I 1 / - ,,,---....-, ,.~---- , , I \ ---· \ I §i • • : • : • : • : • : • : I I I I I I I : : ----•--~ ~ ' I of I I I I I I I -..... ,,, '-,.,",,-- ' ' ' • I I I I I '1 I I I I _J_- -- \ __ ---e----- , I I I I I I I I I I I I I ----1 ' I I I I ' I I I I I I I ---,- ----i--- 1 I I I I I I I I I I \ Iii I • • \ • ' ' ' ! / i • -, ,/ 1 ---S // " // • () /I / I ~ I / , ·~ \ ' ' / . 1 ,' I ---~--I ----/ ~- -----------------------------------------------~.\,\/ -~ . .----- I ' / ' ' I I \ / \ ./ ' / I I i- • • D----LJ-==U-==- • • -------------- -------------------~----------T---• / I - I I I I I • \1 1: I ! 1l I I I ' \\ ' !I :: ! I n ' ii !I II '' II I 1 \ 11 '. : \ ' • • I 1 1 '/ y .I ' ' ' ' ' ' ' ' ' ' Ii ' I ' ! ' ' I I I I I I I : I 11 i - \ I I / ! ( \ ~ '" 0 u , .. , u 0 0 I I I / : i I I / I ' ' ' ' / ' ' ' ' ' ' \ \ \ ' ' ',.._, \ ' ' I ' " " " ' II! i II ,/ • / __ // I V' l/ ~~----------- ---- • \ \ ~: I a3 • I I I ' ' ' I I I \ \ \ / /~ \ / \ \ ,// • • • El ii;: • • • C rr u ,/ 1±,j lb.I • /&.I I / • I I I I I : /~ ://% ,1 I I I I I,, I • • • I I I I I I I I I I I / / - - - - 1- - - - - I I I I I - - - I I I I I I I I . . . . . . • • • • • • • . . . . . . . . . . . . . • • • VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com t;: - --' f;3 8 ct:\--~==~--,-< i( Sfgnafure * EXPIRATION DATE: JULY 2023 "11; < or -=----. CAll~\J'' ""* - ' -.,:cs .. DRAWING ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ NAME: Y:\Projects-F0\2021\2103800 - Rosevllle 6 Soccer Complex\cod\_pLT-RSC.dwg .. ------------------------------------------------·---------------------· PLOT DATE: 06-23-22 PLOTTED BY: statlon46 VAN NO PARKING SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP MATCHLINE J - REFER TO SHEET L9.10 MATCHLINE B - REFER TO SHEET L9.2
MATCHLINE C - REFER TO SHEET L9.4 0' 10' 20' 40' 80' NORTH PLANTING PLAN 1"=20'-0" L9.3 PLANTING PLAN L9.1 L9.2 L9.3 L9.4 L9.5 L9.8 L9.9 L9.11 L9.12 L9.13 L9.14 L9.6 L9.7 L9.10 PLANTING LEGEND SYM. QTY. SIZE BOTANICAL/COMMON NAME SPACINGWATER USE REQUIREMENTS PER WUCOLS REGION 2 - CENTRAL VALLEY DET REF TREES - 15 GAL CEDRUS DEODORA DEODOR CEDAR PER PLAN LOW - 15 GAL. GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER THORNLESS HONEYLOCUST P PLAN LOW - 15 GAL. LAGERSTROEMIA INDICA 'MUSKOGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL LAGERSTROEMIA INDICA 'TUSKEGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL. LAURUS NOBILIS SWEET BAY LAUREL PER PLAN LOW - 15 GAL MAGNOLIA X S. 'ALEXANDRINA' ALEXANDER MAGNOLIA PER PLAN MEDIUM 15 GAL PARKINSONIA ACULEATA PALO VERDE TREE PER PLAN VERY LOW - 15 GAL. PISTACIA CHINENSIS CHINESE PISTACHE PER PLAN LOW - 15 GAL QUERCUS DOUGLASII BLUE OAK PER PLAN VERY LOW - 15 GAL. QUERCUS VIRGINIANA SOUTHERN LIVE OAK PER PLAN MEDIUM - 15 GAL ULMUS DAVIDIANA JAPONICA 'MORTON' ACCOLADE ELM PER PLAN MEDIUM - 15 GAL ZELKOVA SERRATA 'VILLAGE GREEN' SAWLEAF ZELKOVA PER PLAN MEDIUM LARGE PLANTING- 5 GAL DODONAEA VISCOSA 'PURPUREA' PURPLE-LEAFED HOPBRUSH 8' O.C. LOW - 5 GAL FORSYTHIA X INTERMEDIA 'KOLGOLD' GOLD FORSYTHIA 4' O.C. LOW - 5 GAL GREVILLEA X 'NOELLII' NOELL GREVILLEA 4' O.C. LOW - 5 GAL HETEROMELES ARBUTIFOLIA TOYON 8' O.C. VERY LOW - 5 GAL PHOTINIA FRASERI PHOTINIA 6' O.C. MEDIUM - 5 GAL XYLOSMA CONGESTUM 'COMPACTA' COMPACT SHINY XYLOSMA 6' O.C. LOW MEDIUM PLANTING- 5 GAL ABELIA GRANDIFLORA 'ED GOUCHER' GLOSSY ABELIA 3' O.C. MEDIUM - 5 GAL BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE JAPANESE BARBERRY 3' O.C. MEDIUM - 5 GAL CALLISTEMON VIMINALIS 'LITTLE JOHNS' LITTLE JOHN'S BOTTLEBRUSH 2' O.C. LOW - 5 GAL CISTUS PURPUREUS ORCHID ROCKROSE 3' O.C. LOW - 1 GAL HEMEROCALLIS 'PRINCE OF VENICE' EVERGREEN DAYLILY 3' O.C MEDIUM - 1 GAL LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 3' O.C. MEDIUM - 1 GAL MUHLENBERGIA RIGENS DEER GRASS 6' O.C. LOW - 1 GAL MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 2' O.C. LOW - 5 GAL SPIRAEA JAPONICA 'GOLDFLAME' GOLDFLAME SPIRAEA 3' O.C. MEDIUM LOW PLANTING- 1 GAL ACACIA REDOLENS 'LOW BOY' PROSTRATE ACACIA 10' O.C. VERY LOW - 1 GAL ARCTOSTAPHYLOS 'EMERALD CARPET' DWARF MANZANITA 4' O.C. MEDIUM - 1 GAL CAREX TUMULICOLA BERKLEY SEDGE 2' O.C. LOW - 1 GAL CISTUS SALVIFOLIUS 'PROSTRATUS' SAGELEAF ROCKROSE 6' O.C. LOW - 1 GAL DIANELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILY 2' O.C. LOW - 1 GAL ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 3' O.C. LOW - 1 GAL MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM 10' O.C. LOW - 1 GAL ROSA X 'NOATRAUM' PINK CARPET ROSE 4' O.C. MEDIUM MISC. TALL FESCUE BLEND SOD - REFER TO SPECIFICATIONS 11,470 S.F. HIGH NATIVE BROADCAST SEED - REFER TO SPECIFICATIONS 223,749 S.F. HIGH 3" DEP. MULCH UNDER SHRUBS AND TREES REFER TO SPECIFICATIONS 25,367 S.F. N/A ---- PLANTING NOTES 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL SHRUB AND TREE AREA SHALL RECEIVE A WEED FABRIC LAYER. INSTALL WITH STAPLES, 3" OVERLAP AND COVER WITH MULCH. 6. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE JUTE NETTING IN THE ENTIRE PLANTING AREAS. STAKE JUTE NETTING 36" ON CENTER. LL(i C ., L , -L Cc_, Lin u .u C LJ Lo ce:: fr:~ L ' 0 ' CZ cQ LL VJ ",:, '"> '0 r'-~ ~, ,.o ~;,' u Le r. C' zc, -, f:::' LL:.,; ,u 5~ c2 "' '". ,,-< ,, '" '.'.:~ (.C "" E: i3 L , '·:J Cl: -- •O:'.-' LL c_l ,- - _g / ---T---------------'---------------------•-------------------------- 1 I // --------------·---~--- )( • I , / : /// // : / ,..,~, I I I I I I I I • • I I 1/ I I I I I I I I I -1- - - - I I I I I I I I I I I I I • • • e • • • • I I I I ------ • • f'& \ \ \ \ I I \ \ \ \ \ \ I I \ \ • • • r - - - '" -- ----·1 I - - - - - -\:- ® I I I I I I I I I I I I ; I I I I ' ' ' ' ! ' I I I I I ' I I I I I • - -1-9• -- \ I I I • • • "' 0 0 u C I I -' 0 I I ~' C I l I I I I --, \ I I I I I I I I I I I I I I I I I I I I I t--------------+..,,...-------..•____,.ii;; / I ./ / • , • > I I I I I I I I I I I I I I I I -------------------------.-1 I I ---~\ I V vi Ll 'J') '" < C , a '..._:_ ------ ' I I I I I - . . . . . . • • • • • • • . . . . . . . . . . . . . • • • VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com t;: - --' f;3 8 °" '--~==~--, --< ir 1 · Sfgnafure * EXPIRATION DATE: JULY 2023 "11; < or -=----. CAll~\J'' ""* - ' -.,:cs .. ______________________________________________________________________________________________________________________________________________________________________ .. ____________________________________________ .. ___________________ .. DRAWING NAME: Y:\Projects-F0\2021\2103800 - Rosevllle 6 Soccer Complex\cod\_pLT-RSC.dwg PLOT DATE: 06-23-22 PLOTTED BY: statlon46 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP MATCHLINE K - REFER TO SHEET L9.11 MATCHLINE C - REFER TO SHEET L9.3
MATCHLINE D - REFER TO SHEET L9.5 0' 10' 20' 40' 80' NORTH PLANTING PLAN 1"=20'-0" L9.4 PLANTING PLAN L9.1 L9.2 L9.3 L9.4 L9.5 L9.8 L9.9 L9.11 L9.12 L9.13 L9.14 L9.6 L9.7 L9.10 PLANTING LEGEND SYM. QTY. SIZE BOTANICAL/COMMON NAME SPACINGWATER USE REQUIREMENTS PER WUCOLS REGION 2 - CENTRAL VALLEY DET REF TREES - 15 GAL CEDRUS DEODORA DEODOR CEDAR PER PLAN LOW - 15 GAL. GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER THORNLESS HONEYLOCUST P PLAN LOW - 15 GAL. LAGERSTROEMIA INDICA 'MUSKOGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL LAGERSTROEMIA INDICA 'TUSKEGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL. LAURUS NOBILIS SWEET BAY LAUREL PER PLAN LOW - 15 GAL MAGNOLIA X S. 'ALEXANDRINA' ALEXANDER MAGNOLIA PER PLAN MEDIUM 15 GAL PARKINSONIA ACULEATA PALO VERDE TREE PER PLAN VERY LOW - 15 GAL. PISTACIA CHINENSIS CHINESE PISTACHE PER PLAN LOW - 15 GAL QUERCUS DOUGLASII BLUE OAK PER PLAN VERY LOW - 15 GAL. QUERCUS VIRGINIANA SOUTHERN LIVE OAK PER PLAN MEDIUM - 15 GAL ULMUS DAVIDIANA JAPONICA 'MORTON' ACCOLADE ELM PER PLAN MEDIUM - 15 GAL ZELKOVA SERRATA 'VILLAGE GREEN' SAWLEAF ZELKOVA PER PLAN MEDIUM LARGE PLANTING- 5 GAL DODONAEA VISCOSA 'PURPUREA' PURPLE-LEAFED HOPBRUSH 8' O.C. LOW - 5 GAL FORSYTHIA X INTERMEDIA 'KOLGOLD' GOLD FORSYTHIA 4' O.C. LOW - 5 GAL GREVILLEA X 'NOELLII' NOELL GREVILLEA 4' O.C. LOW - 5 GAL HETEROMELES ARBUTIFOLIA TOYON 8' O.C. VERY LOW - 5 GAL PHOTINIA FRASERI PHOTINIA 6' O.C. MEDIUM - 5 GAL XYLOSMA CONGESTUM 'COMPACTA' COMPACT SHINY XYLOSMA 6' O.C. LOW MEDIUM PLANTING- 5 GAL ABELIA GRANDIFLORA 'ED GOUCHER' GLOSSY ABELIA 3' O.C. MEDIUM - 5 GAL BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE JAPANESE BARBERRY 3' O.C. MEDIUM - 5 GAL CALLISTEMON VIMINALIS 'LITTLE JOHNS' LITTLE JOHN'S BOTTLEBRUSH 2' O.C. LOW - 5 GAL CISTUS PURPUREUS ORCHID ROCKROSE 3' O.C. LOW - 1 GAL HEMEROCALLIS 'PRINCE OF VENICE' EVERGREEN DAYLILY 3' O.C MEDIUM - 1 GAL LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 3' O.C. MEDIUM - 1 GAL MUHLENBERGIA RIGENS DEER GRASS 6' O.C. LOW - 1 GAL MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 2' O.C. LOW - 5 GAL SPIRAEA JAPONICA 'GOLDFLAME' GOLDFLAME SPIRAEA 3' O.C. MEDIUM LOW PLANTING- 1 GAL ACACIA REDOLENS 'LOW BOY' PROSTRATE ACACIA 10' O.C. VERY LOW - 1 GAL ARCTOSTAPHYLOS 'EMERALD CARPET' DWARF MANZANITA 4' O.C. MEDIUM - 1 GAL CAREX TUMULICOLA BERKLEY SEDGE 2' O.C. LOW - 1 GAL CISTUS SALVIFOLIUS 'PROSTRATUS' SAGELEAF ROCKROSE 6' O.C. LOW - 1 GAL DIANELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILY 2' O.C. LOW - 1 GAL ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 3' O.C. LOW - 1 GAL MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM 10' O.C. LOW - 1 GAL ROSA X 'NOATRAUM' PINK CARPET ROSE 4' O.C. MEDIUM MISC. TALL FESCUE BLEND SOD - REFER TO SPECIFICATIONS 11,470 S.F. HIGH NATIVE BROADCAST SEED - REFER TO SPECIFICATIONS 223,749 S.F. HIGH 3" DEP. MULCH UNDER SHRUBS AND TREES REFER TO SPECIFICATIONS 25,367 S.F. N/A ---- PLANTING NOTES 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL SHRUB AND TREE AREA SHALL RECEIVE A WEED FABRIC LAYER. INSTALL WITH STAPLES, 3" OVERLAP AND COVER WITH MULCH. 6. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE JUTE NETTING IN THE ENTIRE PLANTING AREAS. STAKE JUTE NETTING 36" ON CENTER. LL(i C ., L - -L Cc_, Lin u .u C LJ Lo ce:: fr:~ L ' 0 ' CZ cQ LL VJ ",:, '"> c, C r'-~ I I I H 1 ®® \ ®® I I I l =tF= I ·--~------------- -------------- ---- -------------- ------------------------------------------------------------------------------------------------------------------ -------------- -r-- I I I I 1===1:1 I I I ®® 7--: 11 -----,-----,;-----,---__.,,_=-___ 7, ____ --+---,-------,------,-----------~----~---T7 I I I I ~~~-:I I I I I I I I ---:1-----------~ I - ---'------I I -~-~------··· I I \ \ ) I I I I I I I I '~ I i I I I I I I I I I I I I I I I I I I I I I I j I --1,--~-------1-~, I I I I I I I --1,---~ -.,_, I I --'--1 - _L_:;:-1~~ ---1 I ~ -.-1 I I I I ' I -61 I - 1- 1 I I I I 1-------·® @c-----t>,, ®• DRAWING NAME: Y:\Projects-F0\2021\2103800 - Rosevllle 6 Soccer Complex\cod\_pLT-RSC.dwg PLOT DATE: 06-23-22 PLOTTED BY: statlon46 • ------.--- -----P'6----- \ • I I I I I I I I I I I I I I I I \ ,----------------------------------7 I I I I I I I ------===~-, I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ®® -------·® ®·------- ('. -- C \ .-,c 0:: - z CD ·:q- 3 'i-,J Z: -- I ' I I I t~I d lC) I I I I I I 1 I I I I I I I I I I __ _____ J _ I I --1----- 1 I I I I 1~ I -- -- I I I I I I - . . . . . . • • • • • • • . . . . . . . . . . . . . • • • VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com t;: - --' f;3 8 ct:\--~==~---/--< i( Sfgnafure * EXPIRATION DATE: JULY 2023 "11; < or -=----. CAll~\J'' ""* SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP MATCHLINE D - REFER TO SHEET L9.4
MATCHLINE F - REFER TO SHEET L9.6 MATCHLINE L - REFER TO SHEET L9.12 0' 10' 20' 40' 80' NORTH PLANTING PLAN 1"=20'-0" L9.5 PLANTING PLAN L9.1 L9.2 L9.3 L9.4 L9.5 L9.8 L9.9 L9.11 L9.12 L9.13 L9.14 L9.6 L9.7 L9.10 PLANTING LEGEND SYM. QTY. SIZE BOTANICAL/COMMON NAME SPACINGWATER USE REQUIREMENTS PER WUCOLS REGION 2 - CENTRAL VALLEY DET REF TREES - 15 GAL CEDRUS DEODORA DEODOR CEDAR PER PLAN LOW - 15 GAL. GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER THORNLESS HONEYLOCUST P PLAN LOW - 15 GAL. LAGERSTROEMIA INDICA 'MUSKOGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL LAGERSTROEMIA INDICA 'TUSKEGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL. LAURUS NOBILIS SWEET BAY LAUREL PER PLAN LOW - 15 GAL MAGNOLIA X S. 'ALEXANDRINA' ALEXANDER MAGNOLIA PER PLAN MEDIUM 15 GAL PARKINSONIA ACULEATA PALO VERDE TREE PER PLAN VERY LOW - 15 GAL. PISTACIA CHINENSIS CHINESE PISTACHE PER PLAN LOW - 15 GAL QUERCUS DOUGLASII BLUE OAK PER PLAN VERY LOW - 15 GAL. QUERCUS VIRGINIANA SOUTHERN LIVE OAK PER PLAN MEDIUM - 15 GAL ULMUS DAVIDIANA JAPONICA 'MORTON' ACCOLADE ELM PER PLAN MEDIUM - 15 GAL ZELKOVA SERRATA 'VILLAGE GREEN' SAWLEAF ZELKOVA PER PLAN MEDIUM LARGE PLANTING- 5 GAL DODONAEA VISCOSA 'PURPUREA' PURPLE-LEAFED HOPBRUSH 8' O.C. LOW - 5 GAL FORSYTHIA X INTERMEDIA 'KOLGOLD' GOLD FORSYTHIA 4' O.C. LOW - 5 GAL GREVILLEA X 'NOELLII' NOELL GREVILLEA 4' O.C. LOW - 5 GAL HETEROMELES ARBUTIFOLIA TOYON 8' O.C. VERY LOW - 5 GAL PHOTINIA FRASERI PHOTINIA 6' O.C. MEDIUM - 5 GAL XYLOSMA CONGESTUM 'COMPACTA' COMPACT SHINY XYLOSMA 6' O.C. LOW MEDIUM PLANTING- 5 GAL ABELIA GRANDIFLORA 'ED GOUCHER' GLOSSY ABELIA 3' O.C. MEDIUM - 5 GAL BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE JAPANESE BARBERRY 3' O.C. MEDIUM - 5 GAL CALLISTEMON VIMINALIS 'LITTLE JOHNS' LITTLE JOHN'S BOTTLEBRUSH 2' O.C. LOW - 5 GAL CISTUS PURPUREUS ORCHID ROCKROSE 3' O.C. LOW - 1 GAL HEMEROCALLIS 'PRINCE OF VENICE' EVERGREEN DAYLILY 3' O.C MEDIUM - 1 GAL LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 3' O.C. MEDIUM - 1 GAL MUHLENBERGIA RIGENS DEER GRASS 6' O.C. LOW - 1 GAL MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 2' O.C. LOW - 5 GAL SPIRAEA JAPONICA 'GOLDFLAME' GOLDFLAME SPIRAEA 3' O.C. MEDIUM LOW PLANTING- 1 GAL ACACIA REDOLENS 'LOW BOY' PROSTRATE ACACIA 10' O.C. VERY LOW - 1 GAL ARCTOSTAPHYLOS 'EMERALD CARPET' DWARF MANZANITA 4' O.C. MEDIUM - 1 GAL CAREX TUMULICOLA BERKLEY SEDGE 2' O.C. LOW - 1 GAL CISTUS SALVIFOLIUS 'PROSTRATUS' SAGELEAF ROCKROSE 6' O.C. LOW - 1 GAL DIANELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILY 2' O.C. LOW - 1 GAL ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 3' O.C. LOW - 1 GAL MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM 10' O.C. LOW - 1 GAL ROSA X 'NOATRAUM' PINK CARPET ROSE 4' O.C. MEDIUM MISC. TALL FESCUE BLEND SOD - REFER TO SPECIFICATIONS 11,470 S.F. HIGH NATIVE BROADCAST SEED - REFER TO SPECIFICATIONS 223,749 S.F. HIGH 3" DEP. MULCH UNDER SHRUBS AND TREES REFER TO SPECIFICATIONS 25,367 S.F. N/A ---- PLANTING NOTES 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL SHRUB AND TREE AREA SHALL RECEIVE A WEED FABRIC LAYER. INSTALL WITH STAPLES, 3" OVERLAP AND COVER WITH MULCH. 6. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE JUTE NETTING IN THE ENTIRE PLANTING AREAS. STAKE JUTE NETTING 36" ON CENTER. LL(i C ., L . -L Cc_, Lin u .u C LJ Lo ce:: fr:~ L ' 0 ' CZ cQ LL VJ ",:, '"> c, C r'-~ I I I I I () -- -r----------------~--------------------------------------------------------------------------- 1 \ I I I I I ___ J _____ _ ----r ------ - 1 -1-- 1 I I f I I I I \ () • • \ I_ I I I I I I I I I I 7 I I I I I I I • I I I I I I I I I I I ~- I I I ·c-) ,1 I I I c;.I I I I ci/ I I I I ,_() I I I I I I I I _, I I I I I I I I I I I -"' 1) I - _j__ - /,( --- / I I I I I I ' I I I ' I I I I I I I I I I I I ' I I I I I I - 1- ~I - ------7- I I _J _ _-- ___ / .-/,- I I I J I---, I I I _____ / ___ ' 'J._ I a I' I, I I /~-------------- < I I I • I " I -= ¥---- - - +-ti----- 1 )y------~B-- C / I 1--•-~,-::------------ 1 - - I I I I ----- - - DRAWING NAME: Y:\Projects-F0\2021\2103800 - Rosevllle 6 Soccer Complex\cod\_pLT-RSC.dwg PLOT DATE: 06-23-22 PLOTTED BY: statlon46 I I I I I I I I I I ' ' ' i ! I I ·-------------- ---- \\ -------------- • • • --- --- I I • • --- t 0 I ' ' ' ' ' ' \ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' • () • I 1- --"-----~ ~---J•~ I I I I I I I I I I I I I I I I I I I I I I I . . . . . . • • • • • • • . . . . . . . . . . . . . • • • • VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com t;: - --' f;3 8 ct:\--~==~---/ -a i( Sfgnafure * EXPIRATION DATE: JULY 2023 "11; < or -=------. CAll~\J-- ""*

VAN NO PARKING VAN NO PARKING VAN NO PARKING VAN NO PARKING PASSENGER DROP OFF NO PARKING VAN NO PARKING VAN NO PARKING VAN NO PARKING VAN NO PARKINGPASSENGER DROP OFF NO PARKING SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP MATCHLINE M - REFER TO SHEET L9.13 MATCHLINE E - REFER TO SHEET L9.5
MATCHLINE F - REFER TO SHEET L9.7 0' 10' 20' 40' 80' NORTH MATCHLINE N - REFER TO SHEET L9.14 PLANTING PLAN 1"=20'-0" L9.6 PLANTING PLAN L9.1 L9.2 L9.3 L9.4 L9.5 L9.8 L9.9 L9.11 L9.12 L9.13 L9.14 L9.6 L9.7 L9.10 PLANTING LEGEND SYM. QTY. SIZE BOTANICAL/COMMON NAME SPACINGWATER USE REQUIREMENTS PER WUCOLS REGION 2 - CENTRAL VALLEY DET REF TREES - 15 GAL CEDRUS DEODORA DEODOR CEDAR PER PLAN LOW - 15 GAL. GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER THORNLESS HONEYLOCUST P PLAN LOW - 15 GAL. LAGERSTROEMIA INDICA 'MUSKOGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL LAGERSTROEMIA INDICA 'TUSKEGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL. LAURUS NOBILIS SWEET BAY LAUREL PER PLAN LOW - 15 GAL MAGNOLIA X S. 'ALEXANDRINA' ALEXANDER MAGNOLIA PER PLAN MEDIUM 15 GAL PARKINSONIA ACULEATA PALO VERDE TREE PER PLAN VERY LOW - 15 GAL. PISTACIA CHINENSIS CHINESE PISTACHE PER PLAN LOW - 15 GAL QUERCUS DOUGLASII BLUE OAK PER PLAN VERY LOW - 15 GAL. QUERCUS VIRGINIANA SOUTHERN LIVE OAK PER PLAN MEDIUM - 15 GAL ULMUS DAVIDIANA JAPONICA 'MORTON' ACCOLADE ELM PER PLAN MEDIUM - 15 GAL ZELKOVA SERRATA 'VILLAGE GREEN' SAWLEAF ZELKOVA PER PLAN MEDIUM LARGE PLANTING- 5 GAL DODONAEA VISCOSA 'PURPUREA' PURPLE-LEAFED HOPBRUSH 8' O.C. LOW - 5 GAL FORSYTHIA X INTERMEDIA 'KOLGOLD' GOLD FORSYTHIA 4' O.C. LOW - 5 GAL GREVILLEA X 'NOELLII' NOELL GREVILLEA 4' O.C. LOW - 5 GAL HETEROMELES ARBUTIFOLIA TOYON 8' O.C. VERY LOW - 5 GAL PHOTINIA FRASERI PHOTINIA 6' O.C. MEDIUM - 5 GAL XYLOSMA CONGESTUM 'COMPACTA' COMPACT SHINY XYLOSMA 6' O.C. LOW MEDIUM PLANTING- 5 GAL ABELIA GRANDIFLORA 'ED GOUCHER' GLOSSY ABELIA 3' O.C. MEDIUM - 5 GAL BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE JAPANESE BARBERRY 3' O.C. MEDIUM - 5 GAL CALLISTEMON VIMINALIS 'LITTLE JOHNS' LITTLE JOHN'S BOTTLEBRUSH 2' O.C. LOW - 5 GAL CISTUS PURPUREUS ORCHID ROCKROSE 3' O.C. LOW - 1 GAL HEMEROCALLIS 'PRINCE OF VENICE' EVERGREEN DAYLILY 3' O.C MEDIUM - 1 GAL LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 3' O.C. MEDIUM - 1 GAL MUHLENBERGIA RIGENS DEER GRASS 6' O.C. LOW - 1 GAL MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 2' O.C. LOW - 5 GAL SPIRAEA JAPONICA 'GOLDFLAME' GOLDFLAME SPIRAEA 3' O.C. MEDIUM LOW PLANTING- 1 GAL ACACIA REDOLENS 'LOW BOY' PROSTRATE ACACIA 10' O.C. VERY LOW - 1 GAL ARCTOSTAPHYLOS 'EMERALD CARPET' DWARF MANZANITA 4' O.C. MEDIUM - 1 GAL CAREX TUMULICOLA BERKLEY SEDGE 2' O.C. LOW - 1 GAL CISTUS SALVIFOLIUS 'PROSTRATUS' SAGELEAF ROCKROSE 6' O.C. LOW - 1 GAL DIANELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILY 2' O.C. LOW - 1 GAL ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 3' O.C. LOW - 1 GAL MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM 10' O.C. LOW - 1 GAL ROSA X 'NOATRAUM' PINK CARPET ROSE 4' O.C. MEDIUM MISC. TALL FESCUE BLEND SOD - REFER TO SPECIFICATIONS 11,470 S.F. HIGH NATIVE BROADCAST SEED - REFER TO SPECIFICATIONS 223,749 S.F. HIGH 3" DEP. MULCH UNDER SHRUBS AND TREES REFER TO SPECIFICATIONS 25,367 S.F. N/A ---- PLANTING NOTES 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL SHRUB AND TREE AREA SHALL RECEIVE A WEED FABRIC LAYER. INSTALL WITH STAPLES, 3" OVERLAP AND COVER WITH MULCH. 6. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE JUTE NETTING IN THE ENTIRE PLANTING AREAS. STAKE JUTE NETTING 36" ON CENTER. LL(i C ., L . "L Cc_, Lin u .u C LJ Lo ce:: fr:~ L • 0 C CZ cQ LL VJ ",:, '"> CC r'-~ ~, ,.o ~;,' u Le r. C' zc, ·• f:::' LL :a; ,u 5~ c2 "' ,,_ ,,-< ., '" '.'.:~ (.C "" E: i3 L • '·:J Cl: -- •O:' .. ' LL c_l ,- - _g •• • • -~- I I ---·--------------------------------------------------------------· -------------------------------------------------------------'----------------------------------------------~--- - I I I I I -I .. I ,.. € I =' ::., I ~,e r~~- ~--~cJ ----- 1 I I I I I I ./ I I I I I I -j,I I I ® ' I 1 • I. I I I I I I I ® .. - -j, I C I I , ' I r ' G_ :D_ 1 • --- ---- • J_ ---- 91----- ·- • ® ® ® : • • !el • I I 1----c,. __ _ • • • • [l,.] 6.1 le.I lbc .&I • • • • • • !el • I I I • • • I I - - - - - - - - - ~\~'J'O'J d,.,)u,.c "'~ -..._ - -J:7-::iz~-= = = = [ = =--~ ~::;; -=--~;;;;; = .:::_-: ~>----- ·-- ·-. ·-0. 11'-. --· - \b~ [C,g 1- - - - - = = = -_- ~----------::-_-_-_-- _ t9?Tq -==~----~-=--::_ -_-__ -_--__ _ )-r--~-,..-- ______ -_-_ .,...,(, ,;,-.--_ -' I I - --- - 1- - - I I I I :.:: I ~-, I _c::..i ;; _____ _. '.'..:} I :::0 1--- " (:'. ~:: I r.r ' . . . . . . • • • • • • • . . . . . . . . . . . . . • • • • VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com t;: - --' f;3 8 °" '--~==~--, -< ir 1 · Sfgnafure * EXPIRATION DATE: JULY 2023 "11; < or :----. CAll~\J'' ""* - . -.,:cs .. ______________________________________________________________________________________________________________________________________________________________________ .. ____________________________________________ .. ___________________ .. DRAWING NAME: Y:\Projects-F0\2021\2103800 - Rosevllle 6 Soccer Complex\cod\_pLT-RSC.dwg PLOT DATE: 06-23-22 PLOTTED BY: statlon46 BUS PARKING SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP MATCHLINE O - REFER TO SHEET L9.14 MATCHLINE F - REFER TO SHEET L9.6 0' 10' 20' 40' 80' NORTH LIMIT OF WORK LIMIT OF WORK PLANTING PLAN 1"=20'-0" L9.7 PLANTING PLAN L9.1 L9.2 L9.3 L9.4 L9.5 L9.8 L9.9 L9.11 L9.12 L9.13 L9.14 L9.6 L9.7 L9.10 PLANTING LEGEND SYM. QTY. SIZE BOTANICAL/COMMON NAME SPACINGWATER USE REQUIREMENTS PER WUCOLS REGION 2 - CENTRAL VALLEY DET REF TREES - 15 GAL CEDRUS DEODORA DEODOR CEDAR PER PLAN LOW- 15 GAL. GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER THORNLESS HONEYLOCUST P PLAN LOW - 15 GAL. LAGERSTROEMIA INDICA 'MUSKOGEE' PINK CRAPE MYRTLE PER PLAN LOW- 15 GAL LAGERSTROEMIA INDICA 'TUSKEGEE' PINK CRAPE MYRTLE PER PLAN LOW- 15 GAL. LAURUS NOBILIS SWEET BAY LAUREL PER PLAN LOW - 15 GAL MAGNOLIA X S. 'ALEXANDRINA' ALEXANDER MAGNOLIA PER PLAN MEDIUM 15 GAL PARKINSONIA ACULEATA PALO VERDE TREE PER PLAN VERY LOW- 15 GAL. PISTACIA CHINENSIS CHINESE PISTACHE PER PLAN LOW- 15 GAL QUERCUS DOUGLASII BLUE OAK PER PLAN VERY LOW - 15 GAL. QUERCUS VIRGINIANA SOUTHERN LIVE OAK PER PLAN MEDIUM- 15 GAL ULMUS DAVIDIANA JAPONICA 'MORTON' ACCOLADE ELM PER PLAN MEDIUM- 15 GAL ZELKOVA SERRATA 'VILLAGE GREEN' SAWLEAF ZELKOVA PER PLAN MEDIUM LARGE PLANTING - 5 GAL DODONAEA VISCOSA 'PURPUREA' PURPLE-LEAFED HOPBRUSH 8' O.C. LOW- 5 GAL FORSYTHIA X INTERMEDIA 'KOLGOLD' GOLD FORSYTHIA 4' O.C. LOW- 5 GAL GREVILLEA X 'NOELLII' NOELL GREVILLEA 4' O.C. LOW - 5 GAL HETEROMELES ARBUTIFOLIA TOYON 8' O.C. VERY LOW- 5 GAL PHOTINIA FRASERI PHOTINIA 6' O.C. MEDIUM- 5 GAL XYLOSMA CONGESTUM 'COMPACTA' COMPACT SHINY XYLOSMA 6' O.C. LOW MEDIUM PLANTING - 5 GAL ABELIA GRANDIFLORA 'ED GOUCHER' GLOSSY ABELIA 3' O.C. MEDIUM- 5 GAL BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE JAPANESE BARBERRY 3' O.C. MEDIUM- 5 GAL CALLISTEMON VIMINALIS 'LITTLE JOHNS' LITTLE JOHN'S BOTTLEBRUSH 2' O.C. LOW - 5 GAL CISTUS PURPUREUS ORCHID ROCKROSE 3' O.C. LOW- 1 GAL HEMEROCALLIS 'PRINCE OF VENICE' EVERGREEN DAYLILY 3' O.C MEDIUM- 1 GAL LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 3' O.C. MEDIUM- 1 GAL MUHLENBERGIA RIGENS DEER GRASS 6' O.C. LOW - 1 GAL MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 2' O.C. LOW- 5 GAL SPIRAEA JAPONICA 'GOLDFLAME' GOLDFLAME SPIRAEA 3' O.C. MEDIUM LOW PLANTING - 1 GAL ACACIA REDOLENS 'LOW BOY' PROSTRATE ACACIA 10' O.C. VERY LOW- 1 GAL ARCTOSTAPHYLOS 'EMERALD CARPET' DWARF MANZANITA 4' O.C. MEDIUM- 1 GAL CAREX TUMULICOLA BERKLEY SEDGE 2' O.C. LOW- 1 GAL CISTUS SALVIFOLIUS 'PROSTRATUS' SAGELEAF ROCKROSE 6' O.C. LOW - 1 GAL DIANELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILY 2' O.C. LOW- 1 GAL ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 3' O.C. LOW- 1 GAL MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM 10' O.C. LOW - 1 GAL ROSA X 'NOATRAUM' PINK CARPET ROSE 4' O.C. MEDIUM MISC. TALL FESCUE BLEND SOD - REFER TO SPECIFICATIONS 11,470 S.F. HIGH NATIVE BROADCAST SEED - REFER TO SPECIFICATIONS 223,749 S.F. HIGH 3" DEP. MULCH UNDER SHRUBS AND TREES REFER TO SPECIFICATIONS 25,367 S.F. N/A ---- PLANTING NOTES 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL SHRUB AND TREE AREA SHALL RECEIVE A WEED FABRIC LAYER. INSTALL WITH STAPLES, 3" OVERLAP AND COVER WITH MULCH. 6. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE JUTE NETTING IN THE ENTIRE PLANTING AREAS. STAKE JUTE NETTING 36" ON CENTER. LL(i C .,
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VERDE DESIGN

LANDSCAPE ARCHITECTURE

CIVIL ENGINEERING

SPORT PLANNING & DESIGN
1843 Iron Point Rd. Suite 140
Folsom, CA 95630
tel: 916A 15.6554
fax1 916.415.6525
www.VerdeDesignlnc.com
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--tr EXPIRATION DATE: *
JULY 2023
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-.i:cs DRAWING NAME: Y:\Projects-F0\2021\2103800 - Rosevllle 6 Soccer Complex\cod\_pLT-RSC.dwg PLOT DATE: 06-23-22 PLOTTED BY: statlon46
VAN NO PARKING SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP MATCHLINE G - REFER TO SHEET L9.1 MATCHLINE H - REFER TO SHEET L9.2 MATCHLINE P - REFER TO SHEET L9.9 0' 10' 20' 40' 80' NORTH LIMIT OF WORK LIMIT OF WORK

LIMIT OF WORK
LIMIT OF WORK PLANTING PLAN 1"=20'-0" L9.8 PLANTING PLAN L9.1 L9.2 L9.3 L9.4 L9.5 L9.8 L9.9 L9.11 L9.12 L9.13 L9.14 L9.6 L9.7 L9.10 PLANTING LEGEND SYM. QTY. SIZE BOTANICAL/COMMON NAME SPACINGWATER USE REQUIREMENTS PER WUCOLS REGION 2 - CENTRAL VALLEY DET REF TREES - 15 GAL CEDRUS DEODORA DEODOR CEDAR PER PLAN LOW - 15 GAL. GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER THORNLESS HONEYLOCUST P PLAN LOW - 15 GAL. LAGERSTROEMIA INDICA 'MUSKOGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL LAGERSTROEMIA INDICA 'TUSKEGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL. LAURUS NOBILIS SWEET BAY LAUREL PER PLAN LOW - 15 GAL MAGNOLIA X S. 'ALEXANDRINA' ALEXANDER MAGNOLIA PER PLAN MEDIUM 15 GAL PARKINSONIA ACULEATA PALO VERDE TREE PER PLAN VERY LOW - 15 GAL. PISTACIA CHINENSIS CHINESE PISTACHE PER PLAN LOW - 15 GAL QUERCUS DOUGLASII BLUE OAK PER PLAN VERY LOW - 15 GAL. QUERCUS VIRGINIANA SOUTHERN LIVE OAK PER PLAN MEDIUM - 15 GAL ULMUS DAVIDIANA JAPONICA 'MORTON' ACCOLADE ELM PER PLAN MEDIUM - 15 GAL ZELKOVA SERRATA 'VILLAGE GREEN' SAWLEAF ZELKOVA PER PLAN MEDIUM LARGE PLANTING- 5 GAL DODONAEA VISCOSA 'PURPUREA' PURPLE-LEAFED HOPBRUSH 8' O.C. LOW - 5 GAL FORSYTHIA X INTERMEDIA 'KOLGOLD' GOLD FORSYTHIA 4' O.C. LOW - 5 GAL GREVILLEA X 'NOELLII' NOELL GREVILLEA 4' O.C. LOW - 5 GAL HETEROMELES ARBUTIFOLIA TOYON 8' O.C. VERY LOW - 5 GAL PHOTINIA FRASERI PHOTINIA 6' O.C. MEDIUM - 5 GAL XYLOSMA CONGESTUM 'COMPACTA' COMPACT SHINY XYLOSMA 6' O.C. LOW MEDIUM PLANTING- 5 GAL ABELIA GRANDIFLORA 'ED GOUCHER' GLOSSY ABELIA 3' O.C. MEDIUM - 5 GAL BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE JAPANESE BARBERRY 3' O.C. MEDIUM - 5 GAL CALLISTEMON VIMINALIS 'LITTLE JOHNS' LITTLE JOHN'S BOTTLEBRUSH 2' O.C. LOW - 5 GAL CISTUS PURPUREUS ORCHID ROCKROSE 3' O.C. LOW - 1 GAL HEMEROCALLIS 'PRINCE OF VENICE' EVERGREEN DAYLILY 3' O.C MEDIUM - 1 GAL LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 3' O.C. MEDIUM - 1 GAL MUHLENBERGIA RIGENS DEER GRASS 6' O.C. LOW - 1 GAL MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 2' O.C. LOW - 5 GAL SPIRAEA JAPONICA 'GOLDFLAME' GOLDFLAME SPIRAEA 3' O.C. MEDIUM LOW PLANTING- 1 GAL ACACIA REDOLENS 'LOW BOY' PROSTRATE ACACIA 10' O.C. VERY LOW - 1 GAL ARCTOSTAPHYLOS 'EMERALD CARPET' DWARF MANZANITA 4' O.C. MEDIUM - 1 GAL CAREX TUMULICOLA BERKLEY SEDGE 2' O.C. LOW - 1 GAL CISTUS SALVIFOLIUS 'PROSTRATUS' SAGELEAF ROCKROSE 6' O.C. LOW - 1 GAL DIANELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILY 2' O.C. LOW - 1 GAL ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 3' O.C. LOW - 1 GAL MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM 10' O.C. LOW - 1 GAL ROSA X 'NOATRAUM' PINK CARPET ROSE 4' O.C. MEDIUM MISC. TALL FESCUE BLEND SOD - REFER TO SPECIFICATIONS 11,470 S.F. HIGH NATIVE BROADCAST SEED - REFER TO SPECIFICATIONS 223,749 S.F. HIGH 3" DEP. MULCH UNDER SHRUBS AND TREES REFER TO SPECIFICATIONS 25,367 S.F. N/A ---- PLANTING NOTES 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL SHRUB AND TREE AREA SHALL RECEIVE A WEED FABRIC LAYER. INSTALL WITH STAPLES, 3" OVERLAP AND COVER WITH MULCH. 6. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE JUTE NETTING IN THE ENTIRE PLANTING AREAS. STAKE JUTE NETTING 36" ON CENTER. M,,Ll',91.0N I I I I I I I I -~ fl -1-• -ra.J...-r•--1- _ - -i--11111),~•=t= • , 1 -..• . . .. ..... . .. ! 0 z . 1/, 1/, . 1/, . . 1/, 1/, J I II II II II II II I II -~z-i-------;-1~-•---;-1----s--~ -a -~ -~-:i-£:-~-;f------;--f-------~------1111 0}1] ,-ill L9 ./ .:!-1.:1 ' ~=~ . I I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VERDE DESIGN LANDSCAPE ARCHIT!CTURE CIVIL E!;GINEERING SPORT Pwt-llNG & DESIGN 1843 Iron Poht Rd. Suite 140 Folsom, CA 95630 tel: 916.415.6554 I= 916.415.6525 www.VerdeDesignlnc.com SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP MATCHLINE I - REFER TO SHEET L9.2 MATCHLINE Q - REFER TO SHEET L9.10
MATCHLINE P - REFER TO SHEET L9.8 LIMIT OF WORK 0' 10' 20' 40' 80' NORTH PLANTING PLAN 1"=20'-0" L9.9 PLANTING PLAN L9.1 L9.2 L9.3 L9.4 L9.5 L9.8 L9.9 L9.11 L9.12 L9.13 L9.14 L9.6 L9.7 L9.10 PLANTING LEGEND SYM. QTY. SIZE BOTANICAL/COMMON NAME SPACINGWATER USE REQUIREMENTS PER WUCOLS REGION 2 - CENTRAL VALLEY DET REF TREES - 15 GAL CEDRUS DEODORA DEODOR CEDAR PER PLAN LOW - 15 GAL. GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER THORNLESS HONEYLOCUST P PLAN LOW - 15 GAL. LAGERSTROEMIA INDICA 'MUSKOGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL LAGERSTROEMIA INDICA 'TUSKEGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL. LAURUS NOBILIS SWEET BAY LAUREL PER PLAN LOW - 15 GAL MAGNOLIA X S. 'ALEXANDRINA' ALEXANDER MAGNOLIA PER PLAN MEDIUM 15 GAL PARKINSONIA ACULEATA PALO VERDE TREE PER PLAN VERY LOW - 15 GAL. PISTACIA CHINENSIS CHINESE PISTACHE PER PLAN LOW - 15 GAL QUERCUS DOUGLASII BLUE OAK PER PLAN VERY LOW - 15 GAL. QUERCUS VIRGINIANA SOUTHERN LIVE OAK PER PLAN MEDIUM - 15 GAL ULMUS DAVIDIANA JAPONICA 'MORTON' ACCOLADE ELM PER PLAN MEDIUM - 15 GAL ZELKOVA SERRATA 'VILLAGE GREEN' SAWLEAF ZELKOVA PER PLAN MEDIUM LARGE PLANTING- 5 GAL DODONAEA VISCOSA 'PURPUREA' PURPLE-LEAFED HOPBRUSH 8' O.C. LOW - 5 GAL FORSYTHIA X INTERMEDIA 'KOLGOLD' GOLD FORSYTHIA 4' O.C. LOW - 5 GAL GREVILLEA X 'NOELLII' NOELL GREVILLEA 4' O.C. LOW - 5 GAL HETEROMELES ARBUTIFOLIA TOYON 8' O.C. VERY LOW - 5 GAL PHOTINIA FRASERI PHOTINIA 6' O.C. MEDIUM - 5 GAL XYLOSMA CONGESTUM 'COMPACTA' COMPACT SHINY XYLOSMA 6' O.C. LOW MEDIUM PLANTING- 5 GAL ABELIA GRANDIFLORA 'ED GOUCHER' GLOSSY ABELIA 3' O.C. MEDIUM - 5 GAL BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE JAPANESE BARBERRY 3' O.C. MEDIUM - 5 GAL CALLISTEMON VIMINALIS 'LITTLE JOHNS' LITTLE JOHN'S BOTTLEBRUSH 2' O.C. LOW - 5 GAL CISTUS PURPUREUS ORCHID ROCKROSE 3' O.C. LOW - 1 GAL HEMEROCALLIS 'PRINCE OF VENICE' EVERGREEN DAYLILY 3' O.C MEDIUM - 1 GAL LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 3' O.C. MEDIUM - 1 GAL MUHLENBERGIA RIGENS DEER GRASS 6' O.C. LOW - 1 GAL MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 2' O.C. LOW - 5 GAL SPIRAEA JAPONICA 'GOLDFLAME' GOLDFLAME SPIRAEA 3' O.C. MEDIUM LOW PLANTING- 1 GAL ACACIA REDOLENS 'LOW BOY' PROSTRATE ACACIA 10' O.C. VERY LOW - 1 GAL ARCTOSTAPHYLOS 'EMERALD CARPET' DWARF MANZANITA 4' O.C. MEDIUM - 1 GAL CAREX TUMULICOLA BERKLEY SEDGE 2' O.C. LOW - 1 GAL CISTUS SALVIFOLIUS 'PROSTRATUS' SAGELEAF ROCKROSE 6' O.C. LOW - 1 GAL DIANELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILY 2' O.C. LOW - 1 GAL ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 3' O.C. LOW - 1 GAL MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM 10' O.C. LOW - 1 GAL ROSA X 'NOATRAUM' PINK CARPET ROSE 4' O.C. MEDIUM MISC. TALL FESCUE BLEND SOD - REFER TO SPECIFICATIONS 11,470 S.F. HIGH NATIVE BROADCAST SEED - REFER TO SPECIFICATIONS 223,749 S.F. HIGH 3" DEP. MULCH UNDER SHRUBS AND TREES REFER TO SPECIFICATIONS 25,367 S.F. N/A ---- PLANTING NOTES 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL SHRUB AND TREE AREA SHALL RECEIVE A WEED FABRIC LAYER. INSTALL WITH STAPLES, 3" OVERLAP AND COVER WITH MULCH. 6. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE JUTE NETTING IN THE ENTIRE PLANTING AREAS. STAKE JUTE NETTING 36" ON CENTER. LL(i C ., L . -L Cc_, Lin u .u C LJ Lo ce:: fr:~ L ' 0 ' CZ cQ LL VJ ",:, '"> c, C r'-~ ~, ,.o ~;,' u Le r. C' zc, ., f:::' LL:.,; ,u 5~ c2 "' ,,_ ,,-< ., '" '.'.:~ (.C "" E: i3 L • '·:J Cl:•. -a:'.-' LL c_l ,- - \0; ,-& ~'"-- 1/ -~ < . ,q\9~' ,,---~- '"'----, ('\,,,,\_ ,' I , __ , I • /,:' V ____,, I I I , I ,L·~-------------------- 17 ' ' I I I I ' ,-1 S.t,JJ I /'-IC{ :E\1/::::;: ES\/T (2G1 ::- '1,J')~-3/ 0.1(:, • ..... ----® ®---..,,,,.---,/ ' ·, ' I I I ' I I I I I I I I J \ \ I I I I I I I I I / • • I I I I I 'I-I I I I I I I I -: I I I I I I I I I I I I \ : \\ I \ I . I \ 1 \I I \ •• I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ,--- 1 I I I L __ _ \ \\ . . . . . . • • • • • • • . . . . . . . . . . . . . • • • • VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com _g - ' -.,:cs ~DR;A~V,;N~G~-;.:::.-:: ,,3Y,\\P,- ;,j,c;;t,::-~,no\~2;0';'.21~\~21~0~,.;;o;o:-1.,;.;~:111::,-:,:-:::-,::~~eo:m~p:::1, \,c:,::,v~:'.',r~-"::.s;::e,~,:.;,------------------------------------------------------------------------------------------------------------------------------.J-----------------------------------------l-----------------_J PLOT DATE: 06-23-22 PLOTTED BY: statlon46 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP MATCHLINE J - REFER TO SHEET L9.3 MATCHLINE Q- REFER TO SHEET L9.9
MATCHLINE R - REFER TO SHEET L9.11 0' 10' 20' 40' 80' NORTH LIMIT OF WORK PLANTING PLAN 1"=20'-0" L9.10 PLANTING PLAN L9.1 L9.2 L9.3 L9.4 L9.5 L9.8 L9.9 L9.11 L9.12 L9.13 L9.14 L9.6 L9.7 L9.10 PLANTING LEGEND SYM. QTY. SIZE BOTANICAL/COMMON NAME SPACINGWATER USE REQUIREMENTS PER WUCOLS REGION 2 - CENTRAL VALLEY DET REF TREES - 15 GAL CEDRUS DEODORA DEODOR CEDAR PER PLAN LOW - 15 GAL. GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER THORNLESS HONEYLOCUST P PLAN LOW - 15 GAL. LAGERSTROEMIA INDICA 'MUSKOGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL LAGERSTROEMIA INDICA 'TUSKEGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL. LAURUS NOBILIS SWEET BAY LAUREL PER PLAN LOW - 15 GAL MAGNOLIA X S. 'ALEXANDRINA' ALEXANDER MAGNOLIA PER PLAN MEDIUM 15 GAL PARKINSONIA ACULEATA PALO VERDE TREE PER PLAN VERY LOW - 15 GAL. PISTACIA CHINENSIS CHINESE PISTACHE PER PLAN LOW - 15 GAL QUERCUS DOUGLASII BLUE OAK PER PLAN VERY LOW - 15 GAL. QUERCUS VIRGINIANA SOUTHERN LIVE OAK PER PLAN MEDIUM - 15 GAL ULMUS DAVIDIANA JAPONICA 'MORTON' ACCOLADE ELM PER PLAN MEDIUM - 15 GAL ZELKOVA SERRATA 'VILLAGE GREEN' SAWLEAF ZELKOVA PER PLAN MEDIUM LARGE PLANTING- 5 GAL DODONAEA VISCOSA 'PURPUREA' PURPLE-LEAFED HOPBRUSH 8' O.C. LOW - 5 GAL FORSYTHIA X INTERMEDIA 'KOLGOLD' GOLD FORSYTHIA 4' O.C. LOW - 5 GAL GREVILLEA X 'NOELLII' NOELL GREVILLEA 4' O.C. LOW - 5 GAL HETEROMELES ARBUTIFOLIA TOYON 8' O.C. VERY LOW - 5 GAL PHOTINIA FRASERI PHOTINIA 6' O.C. MEDIUM - 5 GAL XYLOSMA CONGESTUM 'COMPACTA' COMPACT SHINY XYLOSMA 6' O.C. LOW MEDIUM PLANTING- 5 GAL ABELIA GRANDIFLORA 'ED GOUCHER' GLOSSY ABELIA 3' O.C. MEDIUM - 5 GAL BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE JAPANESE BARBERRY 3' O.C. MEDIUM - 5 GAL CALLISTEMON VIMINALIS 'LITTLE JOHNS' LITTLE JOHN'S BOTTLEBRUSH 2' O.C. LOW - 5 GAL CISTUS PURPUREUS ORCHID ROCKROSE 3' O.C. LOW - 1 GAL HEMEROCALLIS 'PRINCE OF VENICE' EVERGREEN DAYLILY 3' O.C MEDIUM - 1 GAL LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 3' O.C. MEDIUM - 1 GAL MUHLENBERGIA RIGENS DEER GRASS 6' O.C. LOW - 1 GAL MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 2' O.C. LOW - 5 GAL SPIRAEA JAPONICA 'GOLDFLAME' GOLDFLAME SPIRAEA 3' O.C. MEDIUM LOW PLANTING- 1 GAL ACACIA REDOLENS 'LOW BOY' PROSTRATE ACACIA 10' O.C. VERY LOW - 1 GAL ARCTOSTAPHYLOS 'EMERALD CARPET' DWARF MANZANITA 4' O.C. MEDIUM - 1 GAL CAREX TUMULICOLA BERKLEY SEDGE 2' O.C. LOW - 1 GAL CISTUS SALVIFOLIUS 'PROSTRATUS' SAGELEAF ROCKROSE 6' O.C. LOW - 1 GAL DIANELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILY 2' O.C. LOW - 1 GAL ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 3' O.C. LOW - 1 GAL MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM 10' O.C. LOW - 1 GAL ROSA X 'NOATRAUM' PINK CARPET ROSE 4' O.C. MEDIUM MISC. TALL FESCUE BLEND SOD - REFER TO SPECIFICATIONS 11,470 S.F. HIGH NATIVE BROADCAST SEED - REFER TO SPECIFICATIONS 223,749 S.F. HIGH 3" DEP. MULCH UNDER SHRUBS AND TREES REFER TO SPECIFICATIONS 25,367 S.F. N/A ---- PLANTING NOTES 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL SHRUB AND TREE AREA SHALL RECEIVE A WEED FABRIC LAYER. INSTALL WITH STAPLES, 3" OVERLAP AND COVER WITH MULCH. 6. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE JUTE NETTING IN THE ENTIRE PLANTING AREAS. STAKE JUTE NETTING 36" ON CENTER. LL(i C ., L . -L Cc_, Lin u .u C LJ Lo ce:: fr:~ L - 0 -CZ cQ LL VJ ",:, '"> c, V r'-~ ~, ,.o ~;,' u Le r. C' zc, -, f:::' LL:.,; ,u 5~ c2 "' ,,_ ,,-< ., '" '.'.:~ (.C "" E: i3 L • '·:J Cl:•. -a:'.-' LL c_l -- - I I I I ----1 • I_ I I_ -- __ 1 I I I I I --- I ·1. I I I I I I I I :\ I ' I \ I I I I I I - I I I I I I -I I I I I I ''-1---------1--------------------1--_J "'", ... ',,,, • ®•--------1 • -' \ ·· .. "¾_. ·•s,_~ • ®® -------------------~~- _/ "- --_,_..{ __ ------,-~ 1\ ' I\ ' Ii -·~--~- I I I , I :I I "T'1--I--_J 1\ - I ----,, -.-) I / --1 J'"/ \ I "\ I I I I I I I I I I - I I I I I I I I I I I I I I I I I I I I I I I I I I - I I I ' I I / • • I I I ////F""'-------t=======JI:=== V I • • • • I I I I I I I I -c-~--c--: I I I I I I I I I I I I I I - - --1 I I I I I ----_____ /: I I I I I I I I I ---~~-~-- / - 1_ f. • ··>,~ --------+--------1---~ I I I I I I I ~----------1-__ _ I I I I I I e--___ ~ I I I I I 1l----Ue-- .. --------------1l ----- I I 1------------------------------------------------------- ~ ---1 / I I l I ' I : I ' I I ' ! ' I I I I I I I I I I I • • • @ :'------- I I D----D----D----1-----n 1,=~• I . . . . . . • • • • • • • . . . . . . . . . . . . . • • • VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com _g - - -.i:cs ~DR;A~V,;N~G~-;.:::.-::,,3Y,\\P,. ;oj,c;;,:t,::-~,no\~2;0';'. 21~\~21~0~,.;;o;o:-1.,;.;~:111::,-:,:-:::-,::~~Co:m~p:::1,,\,c:,::,v~:'.',r~-'::.s;::c_~a:.;,------------------------------------------------------------------------------------------------------------------------------.J-----------------------------------------l-----------------_J PLOT DATE: 06-23-22 PLOTTED BY: statlon46 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP MATCHLINE R - REFER TO SHEET L9.10 MATCHLINE K - REFER TO SHEET L9.4 0' 10' 20' 40' 80' NORTH LIMIT OF WORK MATCHLINE S - REFER TO SHEET L9.12 PLANTING PLAN 1"=20'-0" L9.11 PLANTING PLAN L9.1 L9.2 L9.3 L9.4 L9.5 L9.8 L9.9 L9.11 L9.12 L9.13 L9.14 L9.6 L9.7 L9.10 PLANTING LEGEND SYM. QTY. SIZE BOTANICAL/COMMON NAME SPACINGWATER USE REQUIREMENTS PER WUCOLS REGION 2 - CENTRAL VALLEY DET REF TREES - 15 GAL CEDRUS DEODORA DEODOR CEDAR PER PLAN LOW - 15 GAL. GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER THORNLESS HONEYLOCUST P PLAN LOW - 15 GAL. LAGERSTROEMIA INDICA 'MUSKOGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL LAGERSTROEMIA INDICA 'TUSKEGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL. LAURUS NOBILIS SWEET BAY LAUREL PER PLAN LOW - 15 GAL MAGNOLIA X S. 'ALEXANDRINA' ALEXANDER MAGNOLIA PER PLAN MEDIUM 15 GAL PARKINSONIA ACULEATA PALO VERDE TREE PER PLAN VERY LOW - 15 GAL. PISTACIA CHINENSIS CHINESE PISTACHE PER PLAN LOW - 15 GAL QUERCUS DOUGLASII BLUE OAK PER PLAN VERY LOW - 15 GAL. QUERCUS VIRGINIANA SOUTHERN LIVE OAK PER PLAN MEDIUM - 15 GAL ULMUS DAVIDIANA JAPONICA 'MORTON' ACCOLADE ELM PER PLAN MEDIUM - 15 GAL ZELKOVA SERRATA 'VILLAGE GREEN' SAWLEAF ZELKOVA PER PLAN MEDIUM LARGE PLANTING- 5 GAL DODONAEA VISCOSA 'PURPUREA' PURPLE-LEAFED HOPBRUSH 8' O.C. LOW - 5 GAL FORSYTHIA X INTERMEDIA 'KOLGOLD' GOLD FORSYTHIA 4' O.C. LOW - 5 GAL GREVILLEA X 'NOELLII' NOELL GREVILLEA 4' O.C. LOW - 5 GAL HETEROMELES ARBUTIFOLIA TOYON 8' O.C. VERY LOW - 5 GAL PHOTINIA FRASERI PHOTINIA 6' O.C. MEDIUM - 5 GAL XYLOSMA CONGESTUM 'COMPACTA' COMPACT SHINY XYLOSMA 6' O.C. LOW MEDIUM PLANTING- 5 GAL ABELIA GRANDIFLORA 'ED GOUCHER' GLOSSY ABELIA 3' O.C. MEDIUM - 5 GAL BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE JAPANESE BARBERRY 3' O.C. MEDIUM - 5 GAL CALLISTEMON VIMINALIS 'LITTLE JOHNS' LITTLE JOHN'S BOTTLEBRUSH 2' O.C. LOW - 5 GAL CISTUS PURPUREUS ORCHID ROCKROSE 3' O.C. LOW - 1 GAL HEMEROCALLIS 'PRINCE OF VENICE' EVERGREEN DAYLILY 3' O.C MEDIUM - 1 GAL LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 3' O.C. MEDIUM - 1 GAL MUHLENBERGIA RIGENS DEER GRASS 6' O.C. LOW - 1 GAL MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 2' O.C. LOW - 5 GAL SPIRAEA JAPONICA 'GOLDFLAME' GOLDFLAME SPIRAEA 3' O.C. MEDIUM LOW PLANTING- 1 GAL ACACIA REDOLENS 'LOW BOY' PROSTRATE ACACIA 10' O.C. VERY LOW - 1 GAL ARCTOSTAPHYLOS 'EMERALD CARPET' DWARF MANZANITA 4' O.C. MEDIUM - 1 GAL CAREX TUMULICOLA BERKLEY SEDGE 2' O.C. LOW - 1 GAL CISTUS SALVIFOLIUS 'PROSTRATUS' SAGELEAF ROCKROSE 6' O.C. LOW - 1 GAL DIANELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILY 2' O.C. LOW - 1 GAL ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 3' O.C. LOW - 1 GAL MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM 10' O.C. LOW - 1 GAL ROSA X 'NOATRAUM' PINK CARPET ROSE 4' O.C. MEDIUM MISC. TALL FESCUE BLEND SOD - REFER TO SPECIFICATIONS 11,470 S.F. HIGH NATIVE BROADCAST SEED - REFER TO SPECIFICATIONS 223,749 S.F. HIGH 3" DEP. MULCH UNDER SHRUBS AND TREES REFER TO SPECIFICATIONS 25,367 S.F. N/A ---- PLANTING NOTES 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL SHRUB AND TREE AREA SHALL RECEIVE A WEED FABRIC LAYER. INSTALL WITH STAPLES, 3" OVERLAP AND COVER WITH MULCH. 6. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE JUTE NETTING IN THE ENTIRE PLANTING AREAS. STAKE JUTE NETTING 36" ON CENTER. LL(i C ., L . -L Cc_, Lin u .u C LJ Lo ce:: fr:~ L • 0 • CZ cQ LL VJ ",:, '"> c, C r'-~ ~, ,.o ~;,' u Le r. C' zc, -, f:::' LL:.,; ,u 5~ c2 "' ,,_ ,,-< ., '" '.'.:~ (.C "" E: i3 L • '·:J Cl: -- ,,:, __ , LL c_l -- - 1 + + I I -.. -- '.?, 1/,__ - ;-:; / d'c ,_ - . ~ -,,'-: '/ . ~ - . , 77/2;L. 7~-½ - 1/, • •: - - • • - - -71/, • 1/, 1/, / . • 1//1/, 1/1/% 1/, % - - __ / -------::~~-------------- - ---- -- -- -_- - -- -- - f, ------------------------- _- - ----- -- -- --.- ------------ ------------------------- __ ----:_-:_~~~:_-------- % I \ -- u Y, - - - -- _ -- - - - ;,-- - --- -: c --:-'- - ~~~~--~-~--;;---;---;---~-,'--/-~---~---;---::;- ~~-,-,,------- ---'A---~---~---(?--- - --1/ h - ,,._,,, --~::~ _%- , 1/, u · L --- --- 1 I I --l--- • I I I • ~ • I I I I I I I i :// =--• I I I I I I I I I I : ,'¾ I I I I • I I I I I I . I i I I I I I I I I ·-1 : ·,, I I I I I I I I I • I I I I bf: ,------® ®•--------,1 ~=~~--.-,_ -._,< - -~----=-=- . • - --- --- 'IJ • . • .f . . . . . . • • • • • • • . . . . . . . . . . . . . • • • • VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com _g - . -.,:cs ~DR;A~V,;N~G~-;.:::.-:: ,,3Y,\\e.. ;,j,c;;t,::-~,no\~2;0';'.21~\~21~D~JB;;D;D:-1.,;.;~:111::,-:,:-:::-,::~:-::eo:m~p:::,.,\,c:,::,v~:'.',r~-"::.s;::c.~d:w:,------------------------------------------------------------------------------------------------------------------------------.J-----------------------------------------l-----------------_J PLOT DATE: 06-23-22 PLOTTED BY: statlon46 SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP MATCHLINE L - REFER TO SHEET L9.5 MATCHLINE S- REFER TO SHEET L9.11
MATCHLINE T - REFER TO SHEET L9.13 0' 10' 20' 40' 80' NORTH LIMIT OF WORK PLANTING PLAN 1"=20'-0" L9.12 PLANTING PLAN L9.1 L9.2 L9.3 L9.4 L9.5 L9.8 L9.9 L9.11 L9.12 L9.13 L9.14 L9.6 L9.7 L9.10 PLANTING LEGEND SYM. QTY. SIZE BOTANICAL/COMMON NAME SPACINGWATER USE REQUIREMENTS PER WUCOLS REGION 2 - CENTRAL VALLEY DET REF TREES - 15 GAL CEDRUS DEODORA DEODOR CEDAR PER PLAN LOW - 15 GAL. GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER THORNLESS HONEYLOCUST P PLAN LOW - 15 GAL. LAGERSTROEMIA INDICA 'MUSKOGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL LAGERSTROEMIA INDICA 'TUSKEGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL. LAURUS NOBILIS SWEET BAY LAUREL PER PLAN LOW - 15 GAL MAGNOLIA X S. 'ALEXANDRINA' ALEXANDER MAGNOLIA PER PLAN MEDIUM 15 GAL PARKINSONIA ACULEATA PALO VERDE TREE PER PLAN VERY LOW - 15 GAL. PISTACIA CHINENSIS CHINESE PISTACHE PER PLAN LOW - 15 GAL QUERCUS DOUGLASII BLUE OAK PER PLAN VERY LOW - 15 GAL. QUERCUS VIRGINIANA SOUTHERN LIVE OAK PER PLAN MEDIUM - 15 GAL ULMUS DAVIDIANA JAPONICA 'MORTON' ACCOLADE ELM PER PLAN MEDIUM - 15 GAL ZELKOVA SERRATA 'VILLAGE GREEN' SAWLEAF ZELKOVA PER PLAN MEDIUM LARGE PLANTING- 5 GAL DODONAEA VISCOSA 'PURPUREA' PURPLE-LEAFED HOPBRUSH 8' O.C. LOW - 5 GAL FORSYTHIA X INTERMEDIA 'KOLGOLD' GOLD FORSYTHIA 4' O.C. LOW - 5 GAL GREVILLEA X 'NOELLII' NOELL GREVILLEA 4' O.C. LOW - 5 GAL HETEROMELES ARBUTIFOLIA TOYON 8' O.C. VERY LOW - 5 GAL PHOTINIA FRASERI PHOTINIA 6' O.C. MEDIUM - 5 GAL XYLOSMA CONGESTUM 'COMPACTA' COMPACT SHINY XYLOSMA 6' O.C. LOW MEDIUM PLANTING- 5 GAL ABELIA GRANDIFLORA 'ED GOUCHER' GLOSSY ABELIA 3' O.C. MEDIUM - 5 GAL BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE JAPANESE BARBERRY 3' O.C. MEDIUM - 5 GAL CALLISTEMON VIMINALIS 'LITTLE JOHNS' LITTLE JOHN'S BOTTLEBRUSH 2' O.C. LOW - 5 GAL CISTUS PURPUREUS ORCHID ROCKROSE 3' O.C. LOW - 1 GAL HEMEROCALLIS 'PRINCE OF VENICE' EVERGREEN DAYLILY 3' O.C MEDIUM - 1 GAL LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 3' O.C. MEDIUM - 1 GAL MUHLENBERGIA RIGENS DEER GRASS 6' O.C. LOW - 1 GAL MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 2' O.C. LOW - 5 GAL SPIRAEA JAPONICA 'GOLDFLAME' GOLDFLAME SPIRAEA 3' O.C. MEDIUM LOW PLANTING- 1 GAL ACACIA REDOLENS 'LOW BOY' PROSTRATE ACACIA 10' O.C. VERY LOW - 1 GAL ARCTOSTAPHYLOS 'EMERALD CARPET' DWARF MANZANITA 4' O.C. MEDIUM - 1 GAL CAREX TUMULICOLA BERKLEY SEDGE 2' O.C. LOW - 1 GAL CISTUS SALVIFOLIUS 'PROSTRATUS' SAGELEAF ROCKROSE 6' O.C. LOW - 1 GAL DIANELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILY 2' O.C. LOW - 1 GAL ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 3' O.C. LOW - 1 GAL MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM 10' O.C. LOW - 1 GAL ROSA X 'NOATRAUM' PINK CARPET ROSE 4' O.C. MEDIUM MISC. TALL FESCUE BLEND SOD - REFER TO SPECIFICATIONS 11,470 S.F. HIGH NATIVE BROADCAST SEED - REFER TO SPECIFICATIONS 223,749 S.F. HIGH 3" DEP. MULCH UNDER SHRUBS AND TREES REFER TO SPECIFICATIONS 25,367 S.F. N/A ---- PLANTING NOTES 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL SHRUB AND TREE AREA SHALL RECEIVE A WEED FABRIC LAYER. INSTALL WITH STAPLES, 3" OVERLAP AND COVER WITH MULCH. 6. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE JUTE NETTING IN THE ENTIRE PLANTING AREAS. STAKE JUTE NETTING 36" ON CENTER. LL(i C ., L . -L Cc_, Lin u .u C LJ Lo ce:: fr:~ L • 0 ' CZ cQ LL VJ ",:, '"> c, C r'-~ I I I •. (' I I 7 _; ,-~ -- -- - . z. . ·. , / u - :/~ - - - ----------------------- ---------------f,---------- -------- =----- - - --- -- - - C 0 . . -- . / ~ L "_?~ /-f"'~,,L/- 7,- - . . . -· - -- --------- _-_-_-::= __ ---_ 96 -----------------==--=c=c -------------- ·1 T_-_-:__-_-_-_-_-_-_-------_-_-_-_-_-_-_~~-- ---------= I I I \ I I I \ --- :------ --~-------1-------------------------J ~------------'\---------------------- I I I I I I I I I ·,;. ·I /' I ) • I I I I I I I • I I I i§/ I I I I I I I • I I I I I I I I I I • I I I I I I I • I I I I I I I . I ' ' I ' -------- _______ ----~~------- ----- \ ' \ \ •, •, \ \ \ •, •, \ 5.C' FMr:•c,:;:,,\ff'' C(i-"?l'[AC LI~,- RICAI ~:SIJT / (:'U15-/1J,)665E-'.l :J.fi.:: ' ' • ' / • __ .,,./ I -I / I - ®® --- _.,,, ®® ®® --- ---~ - _ . - - - --~h~/ ~ ---~-----~----':', _____ rr- ___ ~~----;:::;-, -----~-----~----~-----~-- -r-;.1~ -------r ---~-----u:---~----/ / ~-t ==--===-- ----=-~=---7 --------=-~=-=- ------------~I~- - - -/- - -.;j -- -- () ' w I I I --- vi - I I --- I I CO I I 1----t I I ,5s i I ~-----:::~;;;c=-~~-=--------_J ------------------------ ~I[~_ - _ _l,_<::::~ - :I - - - cj 5.:::> ·--....... ' ' <: I ·--....__ f I I I I I I I I I I I , I I 1' I I I I I I I I• I I I I I I I I, I I I I I I I I 1' I I I I I I I I I I I I I I I I I I I I I I I I I -r----------------~--------------------------------------------------------------------------- 1 \ r:-------------- ---- -------------- --------------------------------------------------- 1 I I I I I I • ® \ ;,..~ \ ' ' • ® ' . . . . . . • • • • • • • . . . . . . . . . . . . . • • • • VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP MATCHLINE M - REFER TO SHEET L9.6 MATCHLINE T - REFER TO SHEET L9.12
MATCHLINE U - REFER TO SHEET L9.14 LIMIT OF WORK 0' 10' 20' 40' 80' NORTH PLANTING PLAN 1"=20'-0" L9.13 PLANTING PLAN L9.1 L9.2 L9.3 L9.4 L9.5 L9.8 L9.9 L9.11 L9.12 L9.13 L9.14 L9.6 L9.7 L9.10 PLANTING LEGEND SYM. QTY. SIZE BOTANICAL/COMMON NAME SPACINGWATER USE REQUIREMENTS PER WUCOLS REGION 2 - CENTRAL VALLEY DET REF TREES - 15 GAL CEDRUS DEODORA DEODOR CEDAR PER PLAN LOW - 15 GAL. GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER THORNLESS HONEYLOCUST P PLAN LOW - 15 GAL. LAGERSTROEMIA INDICA 'MUSKOGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL LAGERSTROEMIA INDICA 'TUSKEGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL. LAURUS NOBILIS SWEET BAY LAUREL PER PLAN LOW - 15 GAL MAGNOLIA X S. 'ALEXANDRINA' ALEXANDER MAGNOLIA PER PLAN MEDIUM 15 GAL PARKINSONIA ACULEATA PALO VERDE TREE PER PLAN VERY LOW - 15 GAL. PISTACIA CHINENSIS CHINESE PISTACHE PER PLAN LOW - 15 GAL QUERCUS DOUGLASII BLUE OAK PER PLAN VERY LOW - 15 GAL. QUERCUS VIRGINIANA SOUTHERN LIVE OAK PER PLAN MEDIUM - 15 GAL ULMUS DAVIDIANA JAPONICA 'MORTON' ACCOLADE ELM PER PLAN MEDIUM - 15 GAL ZELKOVA SERRATA 'VILLAGE GREEN' SAWLEAF ZELKOVA PER PLAN MEDIUM LARGE PLANTING- 5 GAL DODONAEA VISCOSA 'PURPUREA' PURPLE-LEAFED HOPBRUSH 8' O.C. LOW - 5 GAL FORSYTHIA X INTERMEDIA 'KOLGOLD' GOLD FORSYTHIA 4' O.C. LOW - 5 GAL GREVILLEA X 'NOELLII' NOELL GREVILLEA 4' O.C. LOW - 5 GAL HETEROMELES ARBUTIFOLIA TOYON 8' O.C. VERY LOW - 5 GAL PHOTINIA FRASERI PHOTINIA 6' O.C. MEDIUM - 5 GAL XYLOSMA CONGESTUM 'COMPACTA' COMPACT SHINY XYLOSMA 6' O.C. LOW MEDIUM PLANTING- 5 GAL ABELIA GRANDIFLORA 'ED GOUCHER' GLOSSY ABELIA 3' O.C. MEDIUM - 5 GAL BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE JAPANESE BARBERRY 3' O.C. MEDIUM - 5 GAL CALLISTEMON VIMINALIS 'LITTLE JOHNS' LITTLE JOHN'S BOTTLEBRUSH 2' O.C. LOW - 5 GAL CISTUS PURPUREUS ORCHID ROCKROSE 3' O.C. LOW - 1 GAL HEMEROCALLIS 'PRINCE OF VENICE' EVERGREEN DAYLILY 3' O.C MEDIUM - 1 GAL LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 3' O.C. MEDIUM - 1 GAL MUHLENBERGIA RIGENS DEER GRASS 6' O.C. LOW - 1 GAL MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 2' O.C. LOW - 5 GAL SPIRAEA JAPONICA 'GOLDFLAME' GOLDFLAME SPIRAEA 3' O.C. MEDIUM LOW PLANTING- 1 GAL ACACIA REDOLENS 'LOW BOY' PROSTRATE ACACIA 10' O.C. VERY LOW - 1 GAL ARCTOSTAPHYLOS 'EMERALD CARPET' DWARF MANZANITA 4' O.C. MEDIUM - 1 GAL CAREX TUMULICOLA BERKLEY SEDGE 2' O.C. LOW - 1 GAL CISTUS SALVIFOLIUS 'PROSTRATUS' SAGELEAF ROCKROSE 6' O.C. LOW - 1 GAL DIANELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILY 2' O.C. LOW - 1 GAL ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 3' O.C. LOW - 1 GAL MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM 10' O.C. LOW - 1 GAL ROSA X 'NOATRAUM' PINK CARPET ROSE 4' O.C. MEDIUM MISC. TALL FESCUE BLEND SOD - REFER TO SPECIFICATIONS 11,470 S.F. HIGH NATIVE BROADCAST SEED - REFER TO SPECIFICATIONS 223,749 S.F. HIGH 3" DEP. MULCH UNDER SHRUBS AND TREES REFER TO SPECIFICATIONS 25,367 S.F. N/A ---- PLANTING NOTES 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL SHRUB AND TREE AREA SHALL RECEIVE A WEED FABRIC LAYER. INSTALL WITH STAPLES, 3" OVERLAP AND COVER WITH MULCH. 6. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE JUTE NETTING IN THE ENTIRE PLANTING AREAS. STAKE JUTE NETTING 36" ON CENTER. I I --- ..!!:====-___________ ;.JL ____ ::1t ____ .,! _____ !__ • K II J I -- - - - · ~ - -- ~¢n-i~~m~ -- - 7,,c-- . . . 1/,. . . --- ---------"--•cc---------- ---------------------- . __ 1/% . :;:· ,1/1/,--1/1/571/, . m~~~L:- _1/,- ~//- : ------ :--T7~~'7'7/~--~-1/, -:_ ,~ C ~-- - - _: c%- _.. ,LA-, . --~-~-~- _ I -~ - £ '/ - ----- .... '--, . ------------------------ ' -------- . - . _/ :;:: 1/, . • I --~ ./ . . 1/, 1/, . . . 1/, 1/, . C -, ( 1/, . LL I~ L'_ ._ __ _ I --~------ o__'--1.~-------- I 1 I \ [/) O • . I I I I <'. I 11 I \ Cc~ § : ___ : : ~------------------~\-----~ -'.~-------- I I : I ' - --------------~--~-------------------------- I --......._ " j ::'.:_ I • ·,. I 1· ' I '¾ I ' , __ -_. : 1 : :.· ---r-·-·;;a·----"'..".'.::::--------=~~~~~l;~~~,---=·~~~~~~~~~~~~~~~~r·---7-t-----t------i-------t------7---.;:~=============f-----+----~ : I -~ \ I I -- I I I ------------- \\ I I ------ I I I --......J I I I I I I I I I I I I I I I I I I I I I - • / . • - '{ . ,I i' I '.1 "'' I\ 1------®®•------ , \ ,. •• 1• ·, __ _ ' ' ,II/ ------------ - ' • • I I I I :c I I I I I I I :c I I I I I I :c I I I I I I :c I I I I I I I I I I I I I I I I I I I I I I I I I I -------------------' -------------- ----------------------------------------------'----- I I ® ® I I I I • ffl I I• . . . . . . • • • • • • • . . . . . . . . . . . . . • • • • VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com SHEET NO. PROJ. NO. DATE ISSUED SCALE DRAWN BY CHECKED BY DATE CONSULTANT SHEET TITLE PROJECT NAME PROJECT ADDRESS NO. REVISIONS SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 KEY MAP MATCHLINE O - REFER TO SHEET L9.7 MATCHLINE U - REFER TO SHEET L9.13
LIMIT OF WORK LIMIT OF WORK MATCHLINE N - REFER TO SHEET L9.6 0' 10' 20' 40' 80' NORTH PLANTING PLAN 1"=20'-0" L9.14 PLANTING PLAN L9.1 L9.2 L9.3 L9.4 L9.5 L9.8 L9.9 L9.11 L9.12 L9.13 L9.14 L9.6 L9.7 L9.10 PLANTING LEGEND SYM. QTY. SIZE BOTANICAL/COMMON NAME SPACINGWATER USE REQUIREMENTS PER WUCOLS REGION 2 - CENTRAL VALLEY DET REF TREES - 15 GAL CEDRUS DEODORA DEODOR CEDAR PER PLAN LOW - 15 GAL. GLEDITSIA TRIACANTHOS 'SHADEMASTER' SHADEMASTER THORNLESS HONEYLOCUST P PLAN LOW - 15 GAL. LAGERSTROEMIA INDICA 'MUSKOGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL LAGERSTROEMIA INDICA 'TUSKEGEE' PINK CRAPE MYRTLE PER PLAN LOW - 15 GAL. LAURUS NOBILIS SWEET BAY LAUREL PER PLAN LOW - 15 GAL MAGNOLIA X S. 'ALEXANDRINA' ALEXANDER MAGNOLIA PER PLAN MEDIUM 15 GAL PARKINSONIA ACULEATA PALO VERDE TREE PER PLAN VERY LOW - 15 GAL. PISTACIA CHINENSIS CHINESE PISTACHE PER PLAN LOW - 15 GAL QUERCUS DOUGLASII BLUE OAK PER PLAN VERY LOW - 15 GAL. QUERCUS VIRGINIANA SOUTHERN LIVE OAK PER PLAN MEDIUM - 15 GAL ULMUS DAVIDIANA JAPONICA 'MORTON' ACCOLADE ELM PER PLAN MEDIUM - 15 GAL ZELKOVA SERRATA 'VILLAGE GREEN' SAWLEAF ZELKOVA PER PLAN MEDIUM LARGE PLANTING- 5 GAL DODONAEA VISCOSA 'PURPUREA' PURPLE-LEAFED HOPBRUSH 8' O.C. LOW - 5 GAL FORSYTHIA X INTERMEDIA 'KOLGOLD' GOLD FORSYTHIA 4' O.C. LOW - 5 GAL GREVILLEA X 'NOELLII' NOELL GREVILLEA 4' O.C. LOW - 5 GAL HETEROMELES ARBUTIFOLIA TOYON 8' O.C. VERY LOW - 5 GAL PHOTINIA FRASERI PHOTINIA 6' O.C. MEDIUM - 5 GAL XYLOSMA CONGESTUM 'COMPACTA' COMPACT SHINY XYLOSMA 6' O.C. LOW MEDIUM PLANTING- 5 GAL ABELIA GRANDIFLORA 'ED GOUCHER' GLOSSY ABELIA 3' O.C. MEDIUM - 5 GAL BERBERIS THUNBERGII 'ATROPURPUREA' PURPLE JAPANESE BARBERRY 3' O.C. MEDIUM - 5 GAL CALLISTEMON VIMINALIS 'LITTLE JOHNS' LITTLE JOHN'S BOTTLEBRUSH 2' O.C. LOW - 5 GAL CISTUS PURPUREUS ORCHID ROCKROSE 3' O.C. LOW - 1 GAL HEMEROCALLIS 'PRINCE OF VENICE' EVERGREEN DAYLILY 3' O.C MEDIUM - 1 GAL LOMANDRA LONGIFOLIA 'BREEZE' DWARF MAT RUSH 3' O.C. MEDIUM - 1 GAL MUHLENBERGIA RIGENS DEER GRASS 6' O.C. LOW - 1 GAL MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 2' O.C. LOW - 5 GAL SPIRAEA JAPONICA 'GOLDFLAME' GOLDFLAME SPIRAEA 3' O.C. MEDIUM LOW PLANTING- 1 GAL ACACIA REDOLENS 'LOW BOY' PROSTRATE ACACIA 10' O.C. VERY LOW - 1 GAL ARCTOSTAPHYLOS 'EMERALD CARPET' DWARF MANZANITA 4' O.C. MEDIUM - 1 GAL CAREX TUMULICOLA BERKLEY SEDGE 2' O.C. LOW - 1 GAL CISTUS SALVIFOLIUS 'PROSTRATUS' SAGELEAF ROCKROSE 6' O.C. LOW - 1 GAL DIANELLA REVOLUTA 'LITTLE REV' LITTLE REV FLAX LILY 2' O.C. LOW - 1 GAL ERIGERON KARVINSKIANUS SANTA BARBARA DAISY 3' O.C. LOW - 1 GAL MYOPORUM PARVIFOLIUM 'PUTAH CREEK' MYOPORUM 10' O.C. LOW - 1 GAL ROSA X 'NOATRAUM' PINK CARPET ROSE 4' O.C. MEDIUM MISC. TALL FESCUE BLEND SOD - REFER TO SPECIFICATIONS 11,470 S.F. HIGH NATIVE BROADCAST SEED - REFER TO SPECIFICATIONS 223,749 S.F. HIGH 3" DEP. MULCH UNDER SHRUBS AND TREES REFER TO SPECIFICATIONS 25,367 S.F. N/A ---- PLANTING NOTES 1. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL PLANT MATERIAL FROM TIME OF DELIVERY TO TIME OF FINAL ACCEPTANCE. OWNER SHALL NOT BE RESPONSIBLE FOR LOSSES DUE TO VANDALISM, THEFT OR SEVERE WEATHER. 2. CONTRACTOR SHALL PLACE PLANT MATERIALS SO THEY DO NOT INTERFERE WITH IRRIGATION SYSTEM OR INHIBIT REQUIRED COVERAGE. PLANT LOCATIONS MAY BE ADJUSTED AS LONG AS DESIGN INTENT IS NOT COMPROMISED. CONTRACTOR SHALL SET OUT PLANT MATERIAL AS PER PLAN AND RECEIVE ACCEPTANCE FROM OWNER'S REPRESENTATIVE WITH RESPECT TO PLANT HEALTH AND LOCATION PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE MINIMUM 2 WORKING DAYS NOTICE FOR OBSERVATION AND SHALL HAVE ALL PLANT MATERIAL IN SPECIFIED LOCATIONS FOR REVIEW AT ONE TIME. CONTRACTOR SHALL REPLACE ANY MATERIAL AS REQUESTED BY OWNER'S REPRESENTATIVE. 3. ALL NON-TURF PLANTING AREAS SHALL RECEIVE A 3" LAYER OF BARK MULCH TOP DRESS (UNLESS NOTED OTHERWISE). REFER TO SPECIFICATIONS. 4. WHEN WORK HAS TO OCCUR UNDER THE DRIPLINE OF EXISTING TREES NOT SCHEDULED FOR REMOVAL, THE CONTRACTOR SHALL USE ALL POSSIBLE CARE TO AVOID INJURY TO THE TREES AND TREE ROOTS. GRADE IN LINES RADIAL TO THE EXISTING TREES RATHER THAN TANGENTIAL. ALL PARTIAL CUTS OR TEARS THROUGH ROOTS TWO INCHES IN DIAMETER AND LARGER SHALL BE CUT CLEAN. TRENCHES ADJACENT TO TREES SHALL BE FILLED WITHIN 24 HOURS AFTER EXCAVATION, BUT WHERE THIS IS NOT POSSIBLE, THE SIDE OF THE TRENCH ADJACENT TO THE TREE, AND ANY EXPOSED ROOTS SHALL BE KEPT SHADED AND MOIST WITH DAMPENED BURLAP OR CANVAS. 5. ALL SHRUB AND TREE AREA SHALL RECEIVE A WEED FABRIC LAYER. INSTALL WITH STAPLES, 3" OVERLAP AND COVER WITH MULCH. 6. ALL TURF, MULCH AND PLANTERS TO RECEIVE SOIL AMENDMENTS AND SOIL PREPARATION PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 7. CONTRACTOR SHALL PROVIDE JUTE NETTING IN THE ENTIRE PLANTING AREAS. STAKE JUTE NETTING 36" ON CENTER. LL(i C ., L , -L Cc_, Lin u .u C LJ Lo ce:: fr:~ L ' 0 ' CZ cQ LL VJ ",:, '"> c, C r'-~ -------------------- I __ )' --~ --- ------- --- '\ -- \ ----- \ ,, ------ ' ,, /// 'i ',, "\ ---,, ___ /,' !6 \ \/~ • - • \ \ \ - --~--~--- \ <t / t\\ ---, - ·----... , .... , ... / I Ii ' ',-l_ \I -- 1, \. ---JI ., ,, ,, ' 1// -...... _ J' ' "---- .:- l--. . -.............. , .... -....:::::.~-__ _,_,,-,/--/-" '-..._ ·-----........... ,, • • " \ { ' \\ I --, . ----- ' ' ' ' "-----..... .... -............... _ ', ' I ---------- . ' ', . . -- ----, ' ',, --' -------,, ---., <%,, ··-------.. ,,, I I I I ' I I ---------- I I I I I I I I I ' I I I ® ® 7 I I i -~-.c--~~~ ~~~--- I <-"' • • -7/ '"' ' ·---) " \ :} / \ ,/ ,, \ ,, I ,, I I ,:1 ' ,, '\ ' ,, i ,, / \' / /} ' _./ / '¾..-....__...,__~--~~ L b...=-----~~~""' TI C "' ® ® "'"' \ ' I I ' I I I I I I I "' I ---- . I I ' ' ' ' ·-c, \ 7 . • -------~~--- • //;' \.~ ,, ,, - ,, ,, \\, / 1/ ' -.,. ____________ --~~ - - • ' ' ,,,,, \c, • ......, I I ' / • / I I I I I 'I _7 i I , I . . . . . . • • • • • • • . . . . . . . . . . . . . • • • • VERDE DESIGN LANDSCAPE ARCHITECTURE CIVIL ENGINEERING SPORT PLANNING & DESIGN 1843 Iron Point Rd. Suite 140 Folsom, CA 95630 tel: 916A 15.6554 fax1 916.415.6525 www.VerdeDesignlnc.com t;: - 0, _...\ ,"'? rn - 0 °" 1--~-1--< i( Sfgnafure * EXPIRATION DATE: JULY 2023 "11; < -------= or CAll~\J'" ""*

CLEANOUT IN HARDSCAPE NTS
FLUSH

ADJACENT SURFACE, REFER TO PLANS

ROUND VALVE BOX, REFER TO
SPECIFICATIONS.

COMMON 4" CONCRETE BRICK
4" 4"
A
LD1.2

STORM DRAIN

CLEANOUT
3 4
" DRAIN ROCK, REFER TO

SPECIFICATIONS
FLUSH

SECTION

GATE VALVE AND BOX
(CITY OF ROSEVILLE STANDARD W-16) NTS
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S

STANDARD PRECAST MANHOLE
(CITY OF ROSEVILLE STANDARD DR-4) NTS

SEWER SERVICE
(CITY OF ROSEVILLE STANDARD SS-4) NTS
60"+ SEWER TRUNK MAIN MANHOLE
(CITY OF ROSEVILLE STANDARD SS-10) NTS

STORM DRAIN PIPE BEDDING AND BACKFILL
(CITY OF ROSEVILLE STANDARD TB-2) NTS
DEEP CUT "T" PATCH RECONSTRUCTION IN CONCRETE
(CITY OF ROSEVILLE STANDARD TB-3) NTS

DROP INLET IN LANDSCAPE AREAS NTS
℄
2"
TYP.

NOTES

1. SET CATCH BASIN RIM FLUSH WITH ADJACENT SURFACE. VERIFY EXACT LOCATION AND RIM PRIOR TO INSTALLATION.

2. POSITIVE DRAINAGE TO INLET SHALL BE VERIFIED BY CONTRACTOR.

3. ALL PIPING ENTRIES AND EXITS INTO DRAINAGE STRUCTURES SHALL BE GROUTED SMOOTH AND WATERTIGHT USING NON-SHRINK GROUT, TYP.

4. ALL RISERS AND EXTENSIONS SHALL BE CONNECTED WITH AN ADHESIVE PRODUCT (RAMNEK OR EQUIVALENT).

5. ALL GRATES SHALL BE FITTED WITH LOCK-DOWN MECHANISMS OR BOLT-DOWN COVERS.

SECTION

GRATE AND PRECAST FRAME, REFER

TO SPECIFICATIONS

FINISHED GRADE, ADJACENT

SURFACE VARIES, REFER TO
PLANS
12" WIDE COBBLE STONE BORDER
USING 2"-6" COBBLESTONES. COBBLE
STONE TO BE IMBEDDED AT LEAST 1/4
OF DEPTH IN EXISTING SOIL.

USE MINIMUM TWO 3" EXTENSION
RINGS

PUNCH OUT AS NECESSARY TO ACCEPT
DRAIN PIPE GROUT IN PLACE, TYP.

SOLID WALL STORM DRAIN PIPE OR
PERFORATED PIPE, TYP. REFER TO

DRAINAGE PLANS

FIELD POURED CONCRETE BASE

COMPACTED SUBGRADE, REFER TO

SPECIFICATIONS

FILTER FABRIC

CLEANOUT IN SOFTSCAPE NTS

METAL LID, REFER TO

SPECIFICATIONS

ROUND VALVE BOX, REFER TO

SPECIFICATIONS
COMMON BRICK (4 MIN.)
4" 4"

NATURAL GRASS LAWN

TOP OF FINISHED SURFACE, REFER

TO PLANS

AMENDED TOPSOIL, REFER TO

SPECIFICATIONS
A
LD1.2

STORM DRAIN

CLEANOUT
3 4
" DRAIN ROCK, REFER TO

SPECIFICATIONS

NATURAL GRASS

SURFACE INSIDE FIELD

NATURAL GRASS

SURFACE OUTSIDE FIELD

CLEANOUT IN SYNTHETIC TURF NTS
D
LD5.1

SYNTHETIC TURF

ROUND CONCRETE VALVE BOX AND
COVER OVER 6" HDPE ADAPTER
AND CAP. SYNTHETIC TURF ON LID
TO BE CUT OUT FOR ACCESS. 3"
TUFT OF BLUE TURF CENTER ON LID.
6"X6" CONCRETE COLLAR WITH #3
REBAR, CENTERED. GLUE SYNTHETIC
TURF TO TOP OF COLLAR, TYP.

CONCRETE COLLAR TO BE FLUSH WITH
TOP OF PAD. ADHERE TURF TO COLLAR
LID AND RIM. CUT TURF BACKING FOR
REMOVABLE LID.

A
LD1.2

STORM DRAIN
NOTES: CLEANOUT

1. WHEN EXCAVATION FOR STRUCTURES IS PERFORMED WITHIN CHEMICALLY-TREATED AREAS,

CONTRACTOR SHALL BACKFILL WITH NON-EXPANSIVE FILL OR CONTROLLED DENSITY FILL TO MATCH THE DEPTH OF ADJACENT CHEMICALLY-TREATED SUBGRADE, REFER TO SPECIFICATIONS.

PERFORATED SUBDRAIN TRENCH,
SEE DETAIL N, LD1.1.

SHEET NO.

PROJ. NO.

DATE ISSUED SCALE

DRAWN BY CHECKED BY
DATE

CONSULTANT

SHEET TITLE

PROJECT NAME

PROJECT ADDRESS
NO. REVISIONS

SUBMITTAL
STAMP
DATE

ROSEVILLE

SOCCER COMPLEX
2600 WESTBROOK BLVD
ROSEVILLE, CA 95747
30% SUBMITTAL 04/29/22
04/29/2022
2103800

STANDARD DRAINAGE MANHOLE COVER
(CITY OF ROSEVILLE STANDARD DR-6) NTS

SEWER SERVICE CLEANOUT
(CITY OF ROSEVILLE STANDARD SS-5) NTS

UTILITY TRENCH PAVING BACKFILL EMBEDMENT
(CITY OF ROSEVILLE STANDARD TB-1) NTS
DEEP CUT "T" PATCH RECONSTRUCTION IN ASPHALT
(CITY OF ROSEVILLE STANDARD TB-3) NTS
DROP INLET TYPE "C"
(CITY OF ROSEVILLE STANDARD DR-1) NTS

DROP INLET IN TURF AREAS NTS
℄
2"
TYP.

NOTES

1. SET CATCH BASIN RIM FLUSH WITH ADJACENT SURFACE. VERIFY EXACT LOCATION AND RIM PRIOR TO INSTALLATION.

2. POSITIVE DRAINAGE TO INLET SHALL BE VERIFIED BY CONTRACTOR.

3. ALL PIPING ENTRIES AND EXITS INTO DRAINAGE STRUCTURES SHALL BE GROUTED SMOOTH AND WATERTIGHT USING NON-SHRINK GROUT, TYP.

4. ALL RISERS AND EXTENSIONS SHALL BE CONNECTED WITH AN ADHESIVE PRODUCT (RAMNEK OR EQUIVALENT).

5. ALL GRATES SHALL BE FITTED WITH LOCK-DOWN MECHANISMS OR BOLT-DOWN COVERS.

SECTION

GRATE AND PRECAST FRAME, REFER

TO SPECIFICATIONS

ADJACENT SURFACE VARIES,

REFER TO PLANS
USE MINIMUM TWO 3" EXTENSION
RINGS

PUNCH OUT AS NECESSARY TO ACCEPT
DRAIN PIPE GROUT IN PLACE, TYP.

SOLID WALL STORM DRAIN PIPE OR
PERFORATED PIPE, TYP. REFER TO

DRAINAGE PLANS

FIELD POURED CONCRETE BASE

COMPACTED SUBGRADE, REFER TO

SPECIFICATIONS
A 6"X6" CONCRETE COLLAR WITH #4

REBAR CENTERED, CONTINUOUS

CLEANOUT IN LANDSCAPE PLANTER NTS
FLUSH

ADJACENT SURFACE, REFER TO PLANS

CONCRETE ROUND VALVE BOX
COMMON 4" CONCRETE BRICK
4" 4"
3 4
" DRAIN ROCK
FLUSH
36" MIN.

REFER TO
PLANS
℄
D
LD5.1

SYNTHETIC
TURF

PERFORATED SUBDRAIN NTS

GEOTEXTILE FILTER FABRIC,

PLACE ON TOP OF SUBGRADE,

REFER TO SPECIFICATIONS

EDGEBAND,

REFER TO PLANS,

AND EDGEBAND

DETAILS ON
SHEET LD2.1.

EQ. EQ.
12" CHEMICALLY TREATED AND

COMPACTED SUBGRADE, REFER

TO SPECIFICATIONS

SUBDRAIN TRENCH DRAIN ROCK,

REFER TO SPECIFICATIONS

PERFORATED CHDPE, REFER TO

SPECIFICATIONS

SUBGRADE BEFORE
TRENCH

SOLID WALL STORM DRAIN PIPE, SIZE

PER DRAINAGE PLANS, REFER TO

SPECIFICATIONS

DRAINAGE AND

UTILITY DETAILS
NTS
LD1.1

DRAINAGE AND UTILITY DETAILS
,
- 0
DRAWING NAME: Y; \Projecb-F0\2021\2103800 - Ro~eville 6 Soccer Complex\CAD\_LD1 DTL.dw9 PLOT DATE: 04-28-22 PLOTIED BY: statlon49
• \L
•
NOTES:

TRACl~G 'IIIRE Tl-lROJQH VAl.'IE BOXES SHALL BE PLACED
OUTSIJE OF' RISER BJT INSIDE DF' BC~.

TRACl~G 'lll~C SIIAU. DC SPUCCD INSIOC 111: YAL\/C DCX
PER (W-17) AHD SHAL_ LOOP ·~rn-I~ Tl-IE ._.ALVE 8()~
WIIH 1~" '-'' ~LAA:K WH~
All laAI> VAi._..~ ~HAIi H> C,>Nl>><>l IN A CIIJ> ~I>(,> RIScR STCCI< '111TH T~E USE Of' A RISER ALl~NER
BJ
OPERATOR NUTS DEEPER THAN LO l~Cf-ES FROM FINISH
GRADE ~HALL REOUl~E A \/AL\£ NUT E~TENSION .2 FEET
Ml~I .. U .. IN ~GIH
UNDEVELOPED AREA 'o'ALV~ BOXES LXA1':D IH A PAVED AaEA SHAU. BE PLACED It- A s· ~ s· CONCR£T~ COLLAR A Ml~I .. Ut. Of'
J" oa..cw PAVO.CNT
VAL\/~ Boxes LCl<:AT~ □ IN A LAN SCAPEC ARCA SHALL
BE PLACED IN As• • s" CONCR~TE COLL ..... AT
FINISI-ED caAOE,

LANDSCAPED AREA
VAL\/~ BOXES LXAT::D I~ AN UNDE'IELOPEO AREA SHi',LL BE PLACED IN A 12" DEEP 81" 6" WIDE CONCRETE COl.!.AR ~ INCHES A~OY": CRAOE.

INSTA.L (~• X ~• ca>,CRETE BRICK) UNC>EJ< ENTI•E
PERIMETrn or BO~.

YALV~ MID FIT11NQS SHAU. BE ,_RAPPED i',NO SEALED
IN e t.l. POL-..C11IVLCN.:

PAVED AREA VALVE RISllR STOCK SI-ALL BE A MINlt,,Ula OF ,4" N5DE VALVE eoK ANO NIN,.,Lla 2" eELOW <ETSL RING.

MATERIALS
4 1) CONCSEE VALVE BO~
2) #12 INSULA-ED TRACINU .. RE
OUT"'C~ Rl:a:SI'
~) ~• ~IS~~ ~ICJ~K
4) RISE.~ ALIONER
~) eLAS11C "-"CKrlLL TAFE
2 S) CATE VALVE 7) OUC7LE IRC~ TEE
B) CONCRETE eoL.L.>l'I (SEE NOTES) •
9) CONCRETE ERICK (SEE NDTES)
10) 14 REBAa AROUHD Cl'lCUl.t. (TYi',)
11) VAL\£ EXTEN,.,ON PER SECTKIN 81-12.B

GATE VALVE
• CONCRET~ COL.Lo.R SHALL BE PLACED F'LUSH TC 'INISH
GRADE IN AU. COLLECTORS A~O ARTERIALS, OP110NAL IN All 011-lcR ROA IIAYS. FINISH SURFACE SHAU. BE NE:>IUM BROOM FINISH "1TH PATTERN PERPEN~ICUL.AR TO VEHICLE
TIUVEL DIRECTION. ~ET COLL .... 1/~" 3ELOW AOJ>.CENT
FINISHED PA~~ENTS
-1
NOTES:

1. SAWCUT EXISTING CONCRETE PAVEMENT PER ST-:l4 AT LEAST 11!" FROM TRENCH LINE AND:
<1. AT AH EXISTING JOINT
b. IN THE MIDDLE OF A TRAVELED LANE OR MIO-PANEL PERPENDICULAR 10 PATH OF TRAVEL

2. COAT All. EXISTING VERTICAL FACES WITH TWO-PART EPOXY FRIOR 10 PLACING CONCRETE.

3. EXISTING PAVING

4. PATCH SHALL BE THICKNESS OF EXISTING SECTION. PER CITT TRENCH CUT ORDINANCE (6 INCH MINlt.1UM THICKNESS).

S. AGGREGATE BASE/SUBBASE: RECOMPACT DISTURBED SURFACE AREAS TO 95:(.

6. TWO FEET OF TWO SACK CONCRETE SLURRY PER CALTRANS STANDARD SPECIFICATION 19-3.062

7. NATIVE SOIL

8. NATIVE SOIL TO BE PROCESSED TO 90% RELATIVE COldPACTION.

9. FOR PIPE EMBEDMENT, SEE THE FOLLOWING CONDITIONS: <1. TB-2 FOR PLASTIC STORM DRAIN PIPE b. W-1 FOR WATER PIPE
c. SS-1 FOR WASTE WATER PIPE
d. FOR REINFORCED CONCRETE PIPE, PLACE 1/2 OR J/4 INCH CRUSHED ROCK UP TO SPRING LINE WITH A MINIMUM OF FOUR INGHES OF BEDDING BELOW PIPE. MAINTAIN A MINIMUl,I OF SIX INCHES OF CLEARANCE BETWEEN THE PIPE AND THE TRENCH WALL,

10. ALTERNATE TRENCH BOTTOIII. THE DIAMETER or THE ALTERNATE, ROUNDED TRENCH BOTTOM SHALL EQUAL THE WIDTH OF THE TRENCH.

NOTE: THIS DETAIL APPLIES TO UTILITY TRENCHES IN WHICH TRENCH CUT FEES WERE NOT PAID BY THE APPLICANT, OR AS SPECIFIED BY THE ENGINEER.

I. 1a INCH KEY OUTSIDE TRENCH LJNE

2. COAT All. EXISTING VERTICAL FACES WITH ASPHALTIC EMULSION (TACK) PRIOR TO PAVING

3. EXISTING PAVING

4. PATCH SHALL BE THICKNESS OF EXISTING SECTION FLUS 2 1/2 INCHES. PER CITY TRENCH CUT ORDINANCE (6 INCH t.llHII.UM THICKNESS).

5. AGGREGATE BASE/SUBBASE: RECOMPACT DISllJRBED SURFACE AREAS 10 95:(.

6. TWO FEET OF TWO SACK CONCRETE SLURRY PER CAI.TRANS STANDARD SPECIFICATION 19-3.062

7. NATIVE SOIL
B. NATIVE SOIL TO BE PROCESSED TD 9D" RELATIVE COMPACTION.

9. FOR PIPE EMBEDMENT, SEE THE FOLLOWING CONDITIONS:
<1. TB-2 FOR PLASTIC STORM DRAIN PIPE
b. W-1 FOR WATER PIPE
o. SS-1 FOR WASTE WATER PIPE
d. FOR REINFORCED CONCRETE PIPE, PLACE 1/2 OR 3/4 INCH CRUSHED ROCK UP TO SPRING LINE WITH A MINIMUr.t OF FOUR INCHES OF BEDDING BELOW PIPE. MAINTAIN A MINIIAUII OF SIX IMCHES OF CLEARANCE BETWEEN THE PIPE AND THE TRENCH WALL.

I 0, ALTERNATE TRENCH BOTTOM. THE DIAMETER OF THE ALTERNATE, ROUNOED TRENCH BOTTOM SHAU EQUAL THE WIDTH OF THE TRENCH.

NOTE: THIS DETAIL APPLIES 10 UTILITY TRENCHES IN WHICH TRENCH CUT FEES WERE NOT PAID BY THE APPLICANT, OR AS SPECIFIED BY THE ENGINEER.
w
FIHISHED ~AD
=

DETAIL A
SRHOP[, PVG .!, HDPE
PIPE ONLY (MQNijlGID)

1. TRENCH WIDTH:

PIPE SIZE
JO" AND UNDER
O\fE~ 3D"
IMPORTED MATERIAL: 1/2"
OR 5/4" CRIJSHED ROCK
PER SECTION 71---{i,L OF
THESE STI.NCARDS.

TRENCH WIDTH - W
O.D. +- 16"

0.D. x 1.25 + 12"
C
ALTEMN,CIH TMENCH 60TIOI'
, ..
"
Z. HIGH DENSITY POLYETHYLENE {HOPE) AND POLYPROPYLENE N-12HP, 12tt-60" STORM DRAIN PIPE SHAU. BE TYPE "S" I'S DESCRIBEll IN SECTION 64 OF THE CALTRANS STANDARD SPECIFICATIONS. PIPE INSTALl.ATION AND PIPE CONFIGURATION SHALL BE AS SHOWN ON THIS DRAWING AND AS DESCRIBED IN THESE GENERAL NOTES. JOINTS SHALL BE SEALED WITH A RUBBER GASKET. GASKETS SHAU. .tEET THE REQUIREldENT OF ASTM F-477.

3. FILJ. HEIGHTS "0° FOR NONRIGID (P\/S & HDPE) DRAIN PIPE SHALL BE A MINIMUM OF 36 INCH AND A MAXIMUM OF 15 FEET, AND (SRHDPE) SHALL HAVE A MINIMUM OF ONE FOOT (IN ADDITION TO THE ROADWAY STRUCTURAL SECTION) AND A MAXIMUM OF .50 FEET FROt,1 THE TOP OF PIPE FINISH GRADE. (SEE DETAILS A &: B FOR TRENCH BACKFILL REQUIREMENTS.

CONTRACTOR MAY USE EITHER DETAIL A OR B.)

4. PIPE MATERIAL CH/I.NOES BETWEEN STRUCTURES ARE PROHIBITED. OUTFALL/INLET RI.INS AND STUBS INTO FUT\JRE SITES SHALL BE RCP. (SEE SECTION 101-5 D.1.C. ANO 101-8 D.-4. FOR CONCRETE PIPE APPLICATION.)

5. REFER TO TB-1 FOR TREl<.TME~ OF Tl-IE TOP PORTION OF THE TRENCH WITHIN THE crnSTREET.

6. THE DIAMETER OF THE ALTEl!Nit.TE. ROUNDED TRENCH BOTTOM SHALL BE EQUAL TO THE WIDTH OF THE TRENCH.

RICHAW PLECKER
ENVlllONlilENTAL UllllllES DIRECTOR
ENVIRONMENTAL l. TlLi-lES

DEPARTMENT

GATE VALVE & BOX
SCALE: NONE
REVISED: JA"JUAiY 2020
DRAWN BY: R. VAN NESS
APPROVED BY: RICHARD :JLECKER

JASON SHYKOWSKI

PUBLIC WORKS DIRECTOR
W-16
D.EVELOPMENT SERVICES
DEFARTr.lENT
DEEP CUT "r"
PATCH RECDl'-ISTRUCTION

CONCRETE STREETS
SCAf.E: NOHE
REVISED: FEBRUARY 2021

DRAWN BY, BENNETT ENGINEERING
APPROVED BY: JASON SHYKOWSKI

JASON SHYKOWSKI

PUBLIC WORKS DIRECTOR

DEPARTIJENT OF

PUBLIC WORKS
DEEP CUT "T"
PATCH RECONSTllUCTION

ASPHALT STREETS
SCALE: NONE
REVISED: FEBRUARY 2021
DRAWH BV: R ldEDINA
APPROVED BY: JASON SHYKOWSl(I
w
FlNISHED GRAD
TB-3o
TB-.3
IMPORTED MIITERIAL: 1 /2"
DR 5/4" CRUSHED ROCK
PER SECTION 71-5L OF
THESE STAHCIRCB.

DETAIL B
SRHDPE, PVC l< HOPE
PIPE ONLY (NONijlGID)

MARC STOUT

CITV ENGINEER

DEVELOPMENT SERVICES

DEPARTMENT
HOPE. SRHDPE PVC STORM DRAIN

PIPE ONLY (NONRIGID)

BEDDING AND BACKFILL
SCALE: NONE
RE\IISED: JANUAll'r' 1, 2020

DRAWN BV, R MEDINA
APPl!O\/EO BY: MARC STOUT
TB-2
CONOITION #1
Di:ISTIHG STREET
CON"'°ITION #2

PROPOSED STREET

1. PAVHIENT PATCH, 6 INCHES THICK OR THAT OF O:ISTING, WHICHEVER IS MORE. ,;:_
0 z
<
...
e~
Q
c
0 z
8 1. AGGREGATE BASE OR AGGREGATE BASE AND SUBBASE SECTION PER APPROVED PLAN. 95X RELATIVE COMPACTION .
.3. PAVHIENT SECTION PER APPROVED PL.ANS.

4. :U. INCHES OF TWO SACK CONCRETE SLURRY PER CALTRANS STANDARD SPEC 19-3.062 5, SIX INCHES OF SUBGRADE, PROCESSED TO 95" RELATIVE COMPACTION.

6. ~TI\IE BACKnLL MATERIAL, 90% RELATIVE COMPACTION.

7. EXISTING STREET PAVEMENT.
a. TACK COAT ON AU. VERTICAL PAVEMENT SAWCUTS, OR SAWCUT CONCRETE PER STREETS DETAIL ST-54,

9. TYPICAL EACH SIDE OF TRENCH IN EXISTING STREET.

10. FDR PIPE EMBEDMrnT SEE TB-2 FOR PLASTIC STORM DRAIN, W-1 FOR WATER PIPE, SS-1 FOR SANITARY SEWER PIPE, OF THESE CONSTRUCTION STANDARDS.

11. PIPE
JASOri SHYKOWSKI

PUBLIC WORKS DIRECTOR

DEPAATIIIENT OF

PUBUC WORKS

12. FDR REINFORCED CONCRElE PIPE D.IBEDMEHT: PLACE 1/2 OR 3/4 IHCf-1 CRUSHED ROCK UP TO SPRING LINE WITH MINIMUM OF FOUR (4) INCHES OF 1/2 OR 3/4 INCH CRUSHED ROCK BEDDING. MAINTAIN MINIMUM OF SIX (6) INCHES OF CLEARANCE BETWEEN THE PIPE AND THE TRENCH WALL.

UTILITY TRE:NCH PAVING BACKFILL
AND Et.1BEDMENT

13. .i.LTERNATE TREIIICH BOTTOIII. THE DIAlolETER OF THE ALTERNATE ROUNOE[) TRENCH BOTTOM SHALL EQUAL THE WIDTH OF THE TllENCH. SC/I.LE: NOHE
REVISED: FEBRUARY 2021
DRAWN BY: R I.EDINA TB-1
NOTE: IN CONDITION #1, TRENCH CI/T HE MAY APPLY PER CITY ORDIHAHCE. -'ATE" TIGH- !'1.LG
----=r-,
,4• ABS PLUCi
a, TR= "-"E TO -~ PLACE:I 7 11~• naoM CL""N UT,
LO) :MSTAU. ~ CITY CLEMJCLJT AT A ~:Nlt4.M 5' FRJS C1JS'£RCIAL aLJlLDioo,;, APPROVED BY: JASOri SHYKOWSKI
'l TE:S•
.
" ms-A.L ROUND " □ M--RAFflC TYPE ~"CR~lE VAL.Va DO~ ~ cav~R ~.aKE~ 'SEV~R·" s Nc:N - ---F:C ASEA , J~ST'II.L ~ET~L LI:> MARKEJ:
'EVE.,- IN AREA~ V:TH 'DTENTIAL TRAFFIC. A G'5 BO~ SHALL BE INS-ALLEJ IN TR/>FFIC Aa:EAS. ~, ,,. v~P STIJR SHAI I ~· tN~r .... I ,n .INTR>AM
F" CL.EMIJJT ~• VCP S""U. BE IHSTO_LED w'-EliE
SEVER ERVICS ENERS OVER ..lllt. T UTLITY TRE,_,H
3> CLE/IN[JJT Bil• T[ BE FREE CF ILL ITTRT MD RE~DY
AT Til<E o~ P~E-f1'A. INSPECT!~,
4> SE•vru:s OvE• 100· LONU .... [ LCHMER:li.L Se:J>VIC~S REQUIRE I\ N:N. 6' CL;:AsCIUT \./ITH 6' F'lTTINGS. TH,- r.I FANnllT ~nx ~HAI I ~· A ~-es ~m HR 4' - ~- R:SD,S AtJJl A u-12 3:IX ,UR e· R.S~~~- c □ ,sTRU:T PD lo'-16.

S) CDN'Enm, □ NAIN SHAL_ ~E lo'ITH A FSCT F<1"
',IYE DR AT A MANcllLE,
6) THE CLEAro.JT RISER S>ALL HE It.STALLED IE' PB VE
l>l<AUL ffi.U~ IU ~UJLU!li~ ~U""l"XIIUN,
?) BUILDIHU CONT.-,:,C- R SHALL SET BOX TD FINISH taRADE /\ND INSTAI..L AN ABS PLL.li ~ET 6" BEL:I\.I "HE SIHFACE PRICF! TD 3UILD:NG 'a:E-Flt.AL,
e, BACK~'ATER VALVE IF aEGUlRED SHALL M l~STALI.ED
EY THE EUil.DINU C[ftH•Cr□R
BUl-DINU
RIC~AllD Pl..ECKE~
FNVIRONMFNTAI IJTll lTlFS lllRF~Tr.R
ROSE¾'fLLE ENV RONl.'ENTAL UTILl7ES
DC:PARTIAENT

SEWER SERVICE CLEANOUT
SCA_E: NONE
REVISED: JA'.JUARY 202·J
DRAWi\ 3Y: R. VAN NESS
APPROVED BY: RICHARD PLECKER
SS-5
GENERAL NOTES:

1. ALL SER'IJCE LINES SHALL BE 4" FOR RE'.:IDENllAL AND 6" FOR COM~ERCIAL UNLES.S 011-IEJl~SE NOTED.

2. SERI/ICES SHALl HAOE SA',IE BEDDING ANO BACKFlll .6.S LATERAL SE\\ER.

J, GONlRACTQR SH/ILL USE TI-IE MOST APPROPRIATE TYPE
CON~CTICN (11 Oil BJ FO~ TI-IE rARTICULAR '.:lllJATION
ENCOUNTERED..

4. SERI/ICE SEWER Sl:11\U. HA'-'E MINIMUM J'-0" COVER
AT PROPERTY UNE ~e.JE';ER Li',lERAL DEPTH AND SERI/ICE
SEl'<ER SLOPE CF 1/◄" PER F'OClT (t. NIIJUt,) PERMIT. SEE i'KITI 10

5. WHEN Tl-E LATERAL SEWER OEPTI-1 IS SUCH THAT l,INIMUU co·.rn H PflOPERTY LINE CANNOT EE MET, TI-IE l,INll,UM SLOPE Cl'" 1/4" PER FOOT SHA.l GOIIERN 17-lE COVER
~- MIN. !J'ECIFlEl COVER AT THE PROPERTY LINE SHALL BE I.IEA3.IRED fROM EXISTING ~ROUND SURF/ICE 00 EDGE OF IIDJI\CENT ROIIIJ\\'I\Y, '1/HK:HE\IER Is L)\\IER

7. A SPCOFIC aEVATION AT fflE PROPEIHY Ll~E, ,,,l!EN SH~ ON THE PLANS OR CESIGHATED BY TI-IE ENGINEER, SHALl GO\ERN.

5. Ml"""ER FlTTING SHAU. BE MAX. +o·.

9. MINIM.Ila OEPTI-1 OF COVER 9-IALL BE INCllEASED TO 4'-6" v..-lERE A Wi',TER MAIN S TO BE INSTAll.EO AT BACK ct'
SIDEll'I\LK AS P.o,RT QF THE SU3 IVISION IMFflO\/E',IENTS.

IN SLCH CASES, Tl-IE SER'~CE SHALL SE E)(TENDED TO A
1,INll,Ul,I OF 7' SACK OF SIDEWALi<; CLCANOJT TO
GRADE SHALL REMAIN WITHI~ 3' Df BACK Of SIDEWALK.

10. SE1\EJl 5ER\IICE5 ORIGINATING FROM SE'McR l~AINS 1~ fT AND GREATER IN DEPTH :iH4.I.I. HAVE THE CROTCH OF HE ~CP "WYE" FITTING FILilD 1111TH CONCRETE.

11. UNDE'lGROJND COOTRACTOR SHAU. END SEWE~ SER\IICE 2-3' UPSTREAM OF SEWER CLEANOUT SEE STANDARD DETAIL SS-5.

STREET Cr_ 2"x2• "s" CHISELED IN FACE OF' CURS
TO IDENTIFY SER\ll~E SEWER. \
•.. - .. ----+-----;;;;,;;""~--..,~?b~---ij~UNLESS OlHERV<ISE BACKFIU. ';,. ~ NOTCD, J' MIN TA~E ,~ ::a, 10 ~• MAX.

MIN. SLOPE 1 4" ,rn rOOT

BEND OR MITER FTTING
BEDDl~G (1 1tl 1 ~AX 51.<RC)
BEND 00

MITES FITTING
BEDDING (1 TD 1 r,w: '"-""')
"BENJ OR
FACTORY WY£'$ t.llITR FITTlNG

ELEVATION RICHARD PLECKER
EN\r'IRONl,'ENTAL JllLITIES DIRECTOR
I OIIIC'. RAn!J!; ,;

NECESSARY
m>C' TYPE B
C0NN:CTI0~ D[TAI_S

PPER FACE
COVER

SEE DETAIL C
ENVIRONf.lE"HAL UTlLITIES
O:PARTM[NT

SEWER SERVICE
SCALC.: NONC.

REVISED: JANUARY 2017
DRAWN BY: R. VAN NESS
APPROVED BY: RICHARJ PLECKER
r SEE DETAIL ~--,
.
.I
-111-~,j'
SS-4
,_ _____ M_A_N_H_o;~. COYER SEE DETA~~7
------------+--------:-,>-~ --,,\
LETTER 'D' A. T

CENTER OF COVER
: \ .
\ .
/
/
<--------c2'"-------l
1 •
,.

Pm.IL •1.•
r QEJ&II "G"
SfCTIQN Il!BOOCH
CENTER CF PICK HCU:

1. REMOVE CONCRETE IN NANHOI.£ OPENING AND CONSTRUCTION RISER BASE WHILE CONCRETE IS STlll FRESH

2. PLACE RISU SECTION AFTER CONCRETE HAS SET.
!. A SHORT FRAME REQUIRES APPROYAL OF THE PUBLIC WORKS IHSPE<:TDR. -4. ALL MANHOLE COVERS ARE TO HAVE A AHTI SKID fATlERN

5. SEE SECTION 101-B MATrRIALS OF THE THESE CONSTRUCTION STAN AIIDS {DR 9 of11) FOR APPROVED FRAME AND COVERS.

NOTES

1. M......,U: W "1.'JJ. O< Sfl'<.W """ "' .......,...,, m.JOO"' °""'ET. 2. n•rn "<"'--'- "' •01,r"""' 1 ..,, ...., rur. l. -LY EPDll'I' 00.l~G TO l<IERIDR SURFACES CF ~-Ill.£ IM "'"""AMC£ w.a om' STMOAIIDS •1-10 "· 4-, ...,,_,,,, !P- 1EST OVEII eW'IIRE """1EC11\E C0JlfffQS """' IIOTAIJ.AlKIN. !. SEE STNOAAD ffil<L ss-i FOR /oDDln~ .... ~EWIREM611'S, 7' MIN. TYP.

CONOFIETE SASE (POLJI' A~AINST LJNC>ISTUF!ElEC> EAl'Tl-l) . jl!' Cll-9r, Ul .. D ,,..,.,
IN!T"1!. PEIi 0.TAI. $-J.

RC~ T-LOCI<_____...,..... SEWER F>IF>E
l

MANHOLE FRAME

DEPARTMENT OF

PUBUC WORKS
STAND.ARD DRAINAGE MANHOLE
FRAt.iE AND COVER
SCALE= HQHE
REYISED: JANUARY 1, 2C 1 3
DRAWN BY: J MCKINNEY
APPROVED BY! RHON HERNDON
.
•
~e• "'IN.

PROFILE
- I
I
L
12 24"
PLAN
RICHARD PL.ECKER
CR-6
V<:P •-•P1PE
/
EN~IRONMENTAL UTILITIES DIRECTOR

ENVIRONMENTAL UTIUTIES

DEPARTMENT
60"+ SEWER TRUNK MAIN

MANHOLE
SCALE: NONE
REVISED: JANUARY 2016 SS- 1Q
DRA'Afll BY: R. VAN NESS
APPROVED BY: RICHARD PLECKER

TABLE OF DIMENSIONS
' ' T MIN. 48" ,a• , .. .,. ,O" , ..
3" PAVEl,!ENT PATCH OR MINOR CONCRETE
Pm 5ECTION 101-4.F roR FINISH
GRADE REOUIREldENTS
,,.
,,. .,. , .. {/'; ,,-,;
" ·- GRADE RINGS
,.. ,.. ,,. ~7~t-,ccr---,,"A~ ;5• MIN WHEN
i!l4 RE~AR (TYP,) ~~f~/r ,.. 12" (FLAT) ,,. DIMENSION •gn IS A MINIMUM DIMENSION ANO ldAV BE GREHER IF DEPTH PERMllS.

RISER SECTIONS. CONES, AND ADJUSTING

RINGS SHALL CONFORM TO ASTM
DESIGNATION C-4?8
,,.

I I
t STO. FRAME !r CO\IER
7 "MINOR CONCRETEn AS
DEFINED IN SECTION 71-:l B
OF THESE STANDARDS. SEE _j
NOTE 7 BELOW. SEE SECTION
101-4F FOR CASTING HEIGHT
OUTSIDE PAVEMENT.
r·:·
' 1'-6" .. " . .
~·
•
MAX -~;:. SEE NOTE
+·;· 6

SEE NOTE A
A. A HAT TOP SLAB SHALL DE USE□ WHEN A
LJNE DOES NOT PERMIT USE OF A TAPER[[)
NO CONCRETE COLLAR REQUIRE□.
•
SHALLOW~ f1-f"+"'-~--'-""'~4 ~~='--'~=
CONE.
,,. D. IF THE DOTTO.!, INSIDE DIAMETER OF THE FL.AT TOP OPENING IS 28 INCI-IES OR ldORE, THE THICKNESS
OF THE SLAB 1,!AV BE DISREGARDE □ IN COIAPUTING
THE MAXIMUM 18 INCH HEIGHT OF THE OPENING.

FLAT TOP SLAB

1. ECCENTRIC CONES SHALL BE USED WHERE SPECIFIED ON THE PLANS.

2. JOINT MAY BE EITHER KEYED OR TONGUE AND GROOVE.

3. SEE SECTION 101-8 (MATERIALS) FOR JOINT COMPOUND. (ALL MANHOLE JOINTS)

4. TOF OF' FR.61,H: SI-IALl. BE 1/8 INCH BELOW ADJACE:NT PAVEMENT. (FER 101-4S) S~li4IN.
i,ARC STOUT
Crrr' ENGINEER
if/isfir "' '" '" " o'" •

DEVELOPMENT SERVICES

DEPARTMENT

5. 0.20 FOOT MIIJIMUi,4 FALL THIWUGI-I MANI-IOL.E.

6. 0.0. OF PIPE SHALL NOT EXCEED I.D. OF ITS t.lANHOLE EARREL. ?. WHERE SHORT 24" FRA.tES ARE USED, TO ACHl[VE FULL 3 INCH FAVEMENT FATCI-I SLOPE CONCRETE FROM BASE OF FRAI.E TO 3 INCHES BELOW FINISH CRACE.

STANDARD PRECAST ~ANHOLE
(DRAINAGE)

8. PIPE CONNECllONS TO STRUCTURE SHALL BE MADE BY 12~X12" WINOR CONCRETE COLLARS.

9. CONCRETE COLL.AR AROUND RIM SHALL BE BROUCI-IT TO SURFACE FINISH GRADE FOR ALL COLLECTORS ANO ARTERIALS, OPTIONAL IN ALL OTHER ROADWAYS. FINISH SURFACE SHALL BE r.EDIUIJ BROOM FINISH WITH PATTERN PERPENDICULAR TO VEHICLE TRAVEL DIRECTION. •
,.

ENO OPENINGS
--------
,_ 0
-
0 z
,., " ~I
•
0 " ' ' 0 I I a ,_ o:

I L ________ J
,·
PLAN
r..P. COVER
1 0
'

GALVANIZED

CHECKER PLATE
H°~• STIFFENER '
1fx1f'Xffl ,c.

AT 15 WELD TO COVE
1j" "
lI
-
' ,· ,.
'
or 0
o:r - ~r - - , . (UNDERSIDE)
PLAN
r
f-
-
.
-
" '
,.,
'
,.,
\ IAEUL PLATE COVER
SCALE, NOME •EVISED:: MASCH I , 20Zl DRAWN B'I': R MEDl,111. APPROVED BY, ~ARC smur IA.P. COYER ,.
l
DR-4
c. 4 BAR OVER SIDE

AND END OPENINGS
~l ~t+t+, ... c0
c,c---l

SEE PLANS

SECTION A A
SIDE
OPEHIN
~~ ~0~~ GALV. 111 ~ i" CLEAR AT SIDES
~ ¥- & ENDS OFF
NOTE: METAL PLATE COVER

TO BE D&L SUPPLY
(FA-B452-01) OR

APPROVED EQUAL)
'.._ PRO\IIDE J• X 1B" GALV. CABLE

CHAIN WELD TO COVER ANGLE AND
EYE BOLT ....#? ~
SECTION T"¼-~

1. METAL PLol.TE COVER TO BE GALVANIZED. METAL PLATE COYER -,~,-,"c·,~rn-o·,---------

2. THIS STRUCTURE TO BE IJSEO CINLY TO PICKUP ON SITE DRAINAGE ON PRIVATE PROPERT'f UNLESS SPECIFICALLY APPROVED BY THE DIRECTOR.

J. DRAIN INLETS NOT WITHIN A PAVED AREA. SHALL
CONCRETE.

HA.VE A 12" WIDE COLLAR OF 6" THICK

4. THE INSIDE SURFACE OF FRONT AND BACK WALLS OF THE CATCH BASIN SHAU. NOT DEVIATE MORE THEN 2" OF VERTICAL ALIGNIAENT.

5. SLOPE rLOOR 2" TO OUTLET.

6. ALL CONCRETE SHALL BE "MINOR CONCRETE" AS DEFINED IN SECTION 71-58 OF THESE STAN DAROS.

7. PROVIDE END OR SIDE OPENINGS AS SHOWN ELSEWHERE ON PLANS OR CROSS SECTIONS.

8. TOP OF All. WALLS SHAU. 8[ FINISHED TO A LEVEL PAN TO PROVIDE EVEN BEARING FOR

PLATE COVER,
9, SEE DETAIL DR-1 FOR REINFORCEMrnT REQUIREMENTS,

10. PIP[ CONNECTIONS TO STRUCTUR[ SHALL DE MADE BY 12"X12" MINOR COHCRHE COLL.A.RS. cITY ENGINEER
R"·osE'1©fLLE--------1
0 DEVELOPMENT SERVICES
DEPARThlENT C ALIFO,NIA
SCALE: NONE

DROP INLET
TYPE "F"
REVISED: JANUARY 1, 2020
DRAWN BY: R MEDINA
APPROVED 8V: MARC STOUT
DR-3
RIM TO BE 3" ABOVE FG.
~ t .. · • •.EFER rounuTE
11!111~-,4111~~= ~~~~ffi' I I f:11(~ '' ~
'
r
I
I
I
I
I
I
I
L
"NO DUMPING"

SEE DETAIL ---,
DR-20
1 Zn EACH SIDE
or DRAIN
INLET. IF MOT

ADJOINING

SIDEWALK,
,,.

N0.4 BARS 0
Bn O.C. EACH WAY.
4 1/2"
-I
c====;;====;-
SIDEWAL~

REINFORCEMENT REQUIRED VARIES
r
t
WHEN E"48" OR MORE.
t-t--J C.-?-:CNfc~ ~::. (Hi;'zi°"~p 4 lf~:-f··.'·.. 70
-1-_l_ SIDES SEE NOTE S. ·
!_-t- ++r?-;N0,4 BARS O 12» O,C, ,• • i:=41/2"
- 1 - ~~its WAY. (VERT) TY~ TYPE 1 ROLLED CURB
f-- N0.4 BARS O 1. DIMENSIONS D AND E lilAV VARY WITH EACH 1 LOCATIOH.
a-:::t:\l:':'::::2:t~':::ia~f---a~ a.c. EACH 2. SEE STANDARD DETAIL OR-9 FOR INLET GRATE. ~ WAY. 3. THE INSIDE SURFACE OF FRONT ANO BACK

WALLS OF THE CATCH BASIN SHALL NOT DEVIATE
,·

SECTION A-A
2'- 6"
10 1/2"
2'- o~

SECTION B B
Ir LARGER BOX IS
DESIRE[) FILLET CAN
BE .tOVED 10 INSIDE
OF BOX
t
BONNE
• C
t.lORE THEN 2" IN ,-,uGNIAENT FROM INSIDE

SURFACE OF THE WALLS OF THE TOP INLET
PORTION.

4. SLOPE FLOOR 2" TO OUTLET.

5. CONCRETE SHALL BE ~MINOR CONCRETE" AS
DESCRIBED IH 71 -SB OF THESE STANDARDS.

6. 6X6, 4 GUAGE WELDED WIRE FABRIC MAY BE
USED IN LIEU OF IJ-4 REBAR.

7. ALL REINFORCE.tENT BAR SHALL BE GRADE ll □.

8. CURB TRANSITION LENGTH FROM EACH SIDE OF

DROP INLET TO STANDARD I-IEIGHT CURB SHALL
BE 4'. IAATCH EEP TOOL JOINTS AN □ SCORE

MARKS WITH CURB, GUTTER, AND SIDEWALK AS
APPROPRIATE.
1 0. PIPE CONNECTIONS TO STRUCTURE SHALL BE
MADE BY 12"X12" MINOR CONCRETE COLLARS.

I.ARC STOUT

CITY ENGINEER
ROsE,ILLE_'_"'_'-'l-t-~f-:\._'_/_l,-"-"_'_'_--1

DROP INLET
TYPE .. c"
FRAME, HOOD AND GRATE (Oil APPEOVED EQUAL APPLIES) SCALE: NOHE D&L SUPPLY: /FA-8543-R1 (FRAME), IJFA-BS43-02 (GRATE), ;fl:3541 (HOOD) SOUTH BAY FOUNDRY: f1904 (FRAME, GRATE, HOOD)
HALt.4 lilETAL FAB:;1!13542(FRAt.4E), #13543 {GRATE), #13541 (HOOD) SECTION C-C RE\IISED: Mo~ 10, 2021

ORAWN BY, R MEDINA
APPROVED BY: MARC STOUT
DR-1

VERDE DESIGN
LANDSCAPE AROilTECTIJRE
CIVIL ENGINEER!~

SPORT PLANNING & DESIGN
1843 Iron Point Rd, Suite 140
Folsom, CA 95630
tel, 916.415.6554
fmu 916.415.6525
www.VerdeDesignlnc.com
SHEET NO.

PROJ. NO.

DATE ISSUED SCALE

DRAWN BY CHECKED BY
DATE

CONSULTANT

SHEET TITLE

PROJECT NAME

PROJECT ADDRESS
NO. REVISIONS

SUBMITTAL
STAMP
DATE

ROSEVILLE

SOCCER COMPLEX
2600 WESTBROOK BLVD
ROSEVILLE, CA 95747
30% SUBMITTAL 04/29/22
04/29/2022
2103800

BIORETENTION IN LANDSCAPE OR OPEN SPACE AREAS
(WEST PLACER STORMWATER QUALITY DESIGN MANUAL)

VEGETATED SWALE TYPICAL INSTALLATION
(WEST PLACER STORMWATER QUALITY DESIGN MANUAL)

DRAIN LINE,

REFER TO PLANS

STORM DRAIN CLEANOUT

SECTION - SWEEP
FREE-RESTING CAP OVER OPENING.

MATERIAL TO BE SAME AS RISER.

COMMON BRICK (4 MIN.)

SOLID WALL LONG SWEEP OR WYE

CONNECTION AS APPLICABLE, REFER TO
PLANS

PROVIDE RUBBER EXPANSION PLUG

AS SHOWN

PVC TO CHPDE COUPLER
3 4
" DRAIN ROCK, REFER TO SPECIFICATIONS

BEDDING, REFER TO SPECIFICATIONS
6" CLEANOUT RISER, REFER TO SPECIFICATIONS
ROUND CONCRETE VALVE BOX WITH "STORM"
ON CAST IRON LID. REFER TO SPECIFICATIONS
2'-0"
+/- 1
1 2
" -
- CLEANOUT

IN HARDSCAPE

DOWNSPOUT CONNECTION NTS
DOWNSPOUT, SCH 40 METAL
PIPE, REFER TO BUILDING PLANS.
4" PVC DRAIN PIPE RISER AND
90° SWEEP

ADJACENT SURFACE, REFER TO PLANS
BUILDING, REFER TO PLANS.

STORM DRAIN LINE, REFER

TO PLANS

PIPE BEDDING, REFER TO

SPECIFICATIONS
4" DOWNSPOUT ADAPTER

DRINKING FOUNTAIN
(CITY OF ROSEVILLE STANDARD PK-23) NTS

PLAY AREA PERFORATED PIPE DRAIN
(CITY OF ROSEVILLE STANDARD PK-38) NTS

PLAY AREA DRAIN
(CITY OF ROSEVILLE STANDARD PK-37) NTS
A
B
C
D
E
H
I
J
F
G
J
K
L
M
N
O
P
Q

DRAINAGE AND

UTILITY DETAILS
NTS
LD1.2
DRAINAGE AND UTILITY DETAILS DRAWING NAME: Y; \Projecb-F'0\2021\2103800 - Ro~eville 6 Soccer Complex\CAD\_L.D1 DTL.dw9 PLOT DAlE: 04-28-22 PL0TIED BY: statlon49
PLAN
•
•
-0

COBBLE ENERGY DISSIPATOR
9" PRECAST ROUND BOX WITH --~,

SOLID MET AL LID,

REFER TO SPECIFICATIONS
4" SOLID WALL SWEEP & EXTENSION W /

WATERTIGHT CAP

BIORETENTION AREA

COMMON BRICK
GRAVEL FILTER BLANKET, CLASS II--'-<
AGGREGATE PER CALTRANS SPEC 68-1 .02.5,

REFER TO SPECIFICATIONS
4" HEAVY-WALLED, SLOTTED PVC PIPE ___ --,
(ASTM D l 785 SCH 40)
• z
-0 -
0 SOLID DRAIN PIPE W / MITERED

CAP & STEEL GRATE BOLT DOWN
0 -: <>.
0 NOTES
4" SOLID WALL PIPE TO---=---:,';.~ . . . '\ , • .,'\'(,"

SLOTTED PVC PIPE COUPLER ' '- ---
,. VERIFY EXACT LOCATION AND RIM PRIOR TO INSTALLATION.

2. ALL PIPING ENTRIES AND EXITS INTO DRAINAGE STRUCTURES SHALL BE GROUTED SMOOTH AND WATERTIGHT USING NON-SHRINK GROUT, TYP.

3. CONCRETE BOX RISERS AND EXTENSIONS SHALL BE CONNECTED WITH AN ADHESIVE PRODUCT (RAMNEK OR EQUIVALENT).

4. ALL LIDS/GRATES SHALL BE FITTED WITH BOLT OR LOCK-DOWN MECHANISMS.

INFILTRATION TRENCH AT BIORETENTION AREA
Fact SheetTR-1 DESIGN DETAILS
• •
• • . ·"' I.J,/IOSCll'INC OR Ol'EM SPM:E
"' • • ~-~
•
• • •
• •
"'
•
a
•v•~••
V .. .. .. • •
.. V .. • .. ..

WHIMUM SURFACE RESER\IOIR VOLUME AREA £WAL
ro SURFACE Af!EA 11ME5 A DEPTH OF e INCHES
DESIGN F'ONOflG ELEVATION
INFl.lRADIC SURFACE ,r,REA [OJAI. TO BOTTCW Sl.JRFACE AREA OF BIOliElENTION SOL MIX UNllERDRnl 'MlH DISCHARGE El..£VA110N AT TOP OF ,GRA\IB. LAYER. FACILJll8'.l LOCAlBJ IN AAEAS Of HUit! Gl«lUNDWl'.lER,
HIGHLY INFlL.lll"TIVE SOILS OR WHERE COIOECllOH or UND!sRDIMJH ltl A SURF ACE ORAIN OR TO A '!!IJBSURFACE STCAI
DRAIN ARE NFE...SIBLE. M ... Y 0"41T THE UNCERDRAIN
. .

PI.ANVEW
BECl10NC-C
6" t.llN FREEll()tfil0
UNDSCAPI~ OR OPEN
SPAil':

BIORE1Dfl10N SOIL MIX
F"ACIUTIES 111TH DOCUMENTED HIGH
CDNCE!,TRATIDNS OF POUlJT ... NTS IN UNDERL'l'INC: S<JL Oil GRCUN WATE R, FACILITIES LOCATDl WHERE t1FIL1RATION OOULO CON1RIEIUTE TO A CEOTECHNIC:AL HAZARD, ANO
FACILITIES LOCATED ON El..EVAlED
PLAZAS OR OTHER STI;UCWf':ES, W.'f INCORPOIUTr AN IMPERVIOUS LINER AND M"'r' LOCATE lHE UNOEJICR,o,JH DISCH ... RC:E AT lHE BOTTOM OF 11-IE SUBSURFACE
DRAINAGE / STORAGE LAYER TO CREATE A Fl.OW--TI--IROI.IGH PLANTER,

BIORETENTION IN LANDSCAPE OR OPEN SPACE AREAS
Plan and Section Views DHAWING NO rio SCALE
Sc ene< .'ldap1d fr om City ofSal ina,
0 0
0 O:CIIMlifE CHNIIIEI. TO DESIGN
LOl</GITI..IOIIIIAI... ANCHOR TRENCH,
INSTALL HARDWOOD IICllEQfWIAB.£
SfN<ES AT 12" O.C.

GRADE AND CRDSS-SECTilN T--------
~ DF91'H VNIIES
I
IIOTTOM IIIIDTH V,,11,RJE'S I
i""-------c--=--' I
, ,~~~~ V l MIN
,v ~- DO MOT SPLICE 81..MllmS PT10N,t,L PI.JtlfffiG MEDA Wm-JIN Tl£ LOW--fl..DW ~DEA SWALE tf\/ERT CIWtrlEL
51-1NGI..E- t..AP EDGES.

O¥ERI.N' +-II"
. ~-_,. l'REPNIE SQL AND N'PLY 1 ~ BEF RE ~STAI.LINO •
II.NIKEIS, MATS R Oll--lER
TEMPO~ AND PERMAHENT
CHANNEL LINER SYSrEM
•
•
•
2"
TYP.
•
VE ETATED SWALE l'Yl'ICAL INSTALLATION

BIORETENTION

BASIN EMBANKMENT
2: 1 MAX SLOPE

CONCRETE SLURRY BASE

OVERFLOW RISER WITH GRATE

STANDPIPE AT BIORETENTION AREA
4" HEAVY-WALLED, SLOTTED PVC PIPE
(ASTM D1785 SCH 40)

FIELD POURED CONCRETE BASE

COMPACTED SUBGRADE, REFER TO

SPECIFICATIONS
NTS
NTS
NOTES
'l.c ''·'""-""-"""' -.. '<~ l,IIN.
= 11';,JFI I , _ I
'
= I
- 1=1=1 = 1=
II~=--''-
-J6- ~95~ COMPACTED SUBGR,>DE
"-""i.""''/LfT~L: .. ~ .. ...__ FILTER FABRIC
·2• , ~1u- ;- ~ 4" DI."-. PERFOl,AlED PIPE
,
PARKS, RECREAllCN &: LIBRAR ES DIRECTOR
~AR<S, RECREAllON, & LIBRA.RI~
CEPARTMrnT

PLAY AREA

1. PERFORA""""EC PIPE SHALL BE LAI □ IN A HERRINGBONE PATTa:RN AND C □ NN~CTE □ TD A DRAIN PER FORA TED PIPE DRAIN INLET. f--------------~---7
•
•
. .
z • :E
;,,

2. LOCATE A.L CLEAN CUTS OUTSICE PU.Y AA.EA 1MTHIN PLANTING/TURF AREAS. Sr.Al F: NONF ,. 3/L"
O.C. MOON TING PLAlE

STAINLESS STEEL
','ALIG: wrn--1 0-RINC

SECTION
•
>
' ,.,
0 •
" c
"
'
i
./
• . • -, ~~ , • .. r
J liC~ESS DOOR~
,., '
~r
LCAD-fRCE ~"co~~~,.,~ ANGLE GATE YALVE. LINE
ec,-1/JWJT SIZE. INSTALL SCI-I 4C PVC P FE
FROM FOl~T Of' CONNECllQN TO GATE VAL\IE AT DRINKING FOUNTAIN.

SCH BO rvc OR corrrn SUl'N_Y
UNE. SIZE AS NOTm ON TI-£ FI..NsS.

PWOOED TEE. LINE SIE. TEE TO EE l~ST/\LLD FAC t-lG UP
REIIISED: JULY 2021
REIIIEWED B'r': T. GEE
ArrRO\'ED BY: J. GELLER
,----- ENGINERED WOOD FIBER
I _/ r 3/4" DIA. DRAIN ROct;
; .
1/ ,- FIL ----.:R FA3RIC
I ;
/ / ,-HEAVY DUTY GRATE
/ / / I WRAPPCD 'MTll nLTCR ,_._IJRIC I I .' I
PK-38
PORKS.. RECREA110N i!c LIBRARIES CIRECTCR
r.o.RKS, RECREATION, & LIBRARIES
DEPARlNENT
OW llRINKING
~ROO'IDE A NIN
HI()-! DRIN~IHC
- STAIHLES5 STE
.,,,~.--/
_,,,------ RECESSED HOS
SCALE: NO'IE

PLAY AREA
DRAIN
R~.iSCJ: JJL'i' 2C21
R~.iEl'IED B'r': T. GEE
Arr-ROVED BY: J, GELLER
RAclN mR Ar.r~,lRII ITY
IMU~ 4' CLEARANCE ON ALL SIDES.

BASIN
EL VAL\'E Willi O RING
E 8188 '/illli LOCK DOOR
EL SURFACE CAARIER 1-s~AIHLESS SlE
1 1 -5 SCH 40 F VC SLEEVE, VERIFY SIZE PRIOR TO INSTALLATlO~ //-FINI~ GRADE
1/ /I
'i
Ii . ..• -• ·<
. .
~ rwe
•, '- 3" IJIN. CONNFCT TI ~ANITARY
SEWER (SEE PLANS).

PRO,,OE AND INSTALL F-TllAP.

PK-37
)'jATER STllAIHER, W:::AP \l,m-1 INSIJLAllOI-J.-
STAINLESS STEEL BliAID f-lOSE (_jNE PARKS, RECREAT10N & UBRARIES RECTOR •
SIZI:) TO rruNTAIN CDl'm=c1m,1
llililli

1. PROVIDE UiE SIZE T\IK) WAY CLEAt, OUT El'ERY 100' CN SANITARY ::£WER LINE UFSlREA~ ~- 2. 10" STAINLESS STEEL S1,HfACE CARRIER R£1).IRED. 3. FOUNTAIN BASE PE~ NANIJ'M:TURER'S SPECFlC>.TONS. 4, LO::A70N c= ORINKl~C FOUNTAIN ·oo· BUOctl AND LOCHllON OF BOTTLE FILLER SPCUT :1r AFPIJCABLE) SH.'J.L IE OETERl,INEC \IIA lliE SUBMITTAL PROCESS, - ~ ~
::l
~
!!;'
0 •
,K"
~ /
.. ½&-, ,
1/~ • • "0-:;'' .1/
;<
, ~ '~
' ~<(, ½~~
-
' . . '// .
~ ' ........ .. . . . .. . ' . . . v:~. ·: ..

PARKS, RECREAT10N, & UBRARE5

DEPARTMENT

DRINKING FOUNTAIN
SC,1,LE: NONE
REVISED. J.JL Y 2021
RE\o1EWED BY: T. GE~
APPR0,£0 BY: J. GELLER
PK-23
===-1--H~-~
~:;1/1x ~------..:&1x~~ -
p
)o o o
p
,
... 111. .. 11 ).;:,:!.J I_~-; lJ\ -, IL .-±Jt,;.1,!J:,' ~ ·k:•-~---: ... 0 , • .:., .:•: .... ,•:: , •. ·•,:,;c.,, •. , ~ _ .. ••' •• .,. :,:... .. ... ~~· :,-:.'- :_-4'_,_ .,~ :-•,.~·· ..,--~! ";:' .. :v :··.-·: :·:· :.)., :o1,,,;.:--•:,,.,, •• _ .. ':, :-:. •• •• ,:-.": ... ,: :-~·--~:-.. . . . . .. . ,:. ... . . . . . . . ,· ..... ·.·· . •

VERDE DESIGN
LANDSCAPE AROilTECTIJRE
CIVIL ENGINEER!~

SPORT PLANNING & DESIGN
1843 Iron Point Rd, Suite 140
Folsom, CA 95630
tel, 916.415.6554
fmu 916.415.6525
www.VerdeDesignlnc.com
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
SHEET NO.

PROJ. NO.

DATE ISSUED SCALE

DRAWN BY CHECKED BY
DATE

CONSULTANT

SHEET TITLE

PROJECT NAME

PROJECT ADDRESS
NO. REVISIONS

SUBMITTAL
STAMP
DATE

ROSEVILLE

SOCCER COMPLEX
2600 WESTBROOK BLVD
ROSEVILLE, CA 95747
30% SUBMITTAL 04/29/22
04/29/2022
2103800

VEHICULAR CONCRETE PAVING NTS
NOTE:

1. PROVIDE SCORE JOINTS 5' O.C. AND 10' O.C. FOR DOWELED COLD JOINT UNLESS OTHERWISE NOTED.

REINFORCING TO BE #3 REBAR
@ 18" O.C. BOTH DIRECTIONS

IN MIDDLE OF SLAB
3"
TYP.

C
- DOWELED COLD
JOINT
C
- CONTROL
JOINT
2"

ADJACENT SOFTSCAPE, REFER

TO PLANS
3"

COMPACTED CLASS II

AGGREGATE BASE, REFER TO

SPECIFICATIONS

CHEMICALLY TREATED AND

COMPACTED SUBGRADE,

REFER TO SPECIFICATIONS
6"

CONCRETE PAVING FINISH,
REFER TO NOTE #3, DETAIL A,

THIS SHEET

CONCRETE PAVING FINISH NTS
NOTE:

PROVIDE SCORE JOINTS 5' O.C. AND 10' O.C. FOR EXPANSION JOINT UNLESS OTHERWISE NOTED.

MEDIUM BROOM FINISH IN

DIRECTION SHOWN
B
- EXPANSION
JOINT
B
- SCORE
JOINT

ASPHALT PAVING NTS

ASPHALT PAVING, REFER TO

SPECIFICATIONS

COMPACTED CLASS II

AGGREGATE BASE, REFER

TO SPECIFICATIONS

CHEMICALLY TREATED AND

COMPACTED SUBGRADE,

REFER TO SPECIFICATIONS
NOTES PERTAIN TO ALL EDGEBAND AND CURB DETAILS:

1. FOR EDGEBANDS AND CURBS WITH FENCING, INSTALL DOWELED COLD JOINTS AT ALL CORNERS, BEGINNINGS, AND ENDINGS OF RADII, AND AT ALL FENCE POSTS. INSTALL CONTROL JOINTS AT 5' O.C. AND OR EVENLY SPACED AND CENTERED BETWEEN POSTS.

2. FOR EDGEBAND AND CURBS WITHOUT FENCING, INSTALL CONTROL JOINTS AT 10' O.C. SPACING AND DOWELED COLD JOINTS EVERY 20' ON STRAIGHT RUNS. ON CURVED RUNS, DOWELED COLD JOINTS SHALL BE SPACED 10' O.C., WITH ALTERNATING CONTROL JOINTS AT 5' O.C. SPACING.

3. ALL DOWELED COLD JOINTS SHALL BE SEALED, PER SPECIFICATIONS.

NOTES PERTAIN TO ALL TALL CURB DETAILS:

1. PROVIDE DOWELED COLD JOINTS AT 16’ O.C. SPACING, CENTERED BETWEEN FENCE POSTS.

2. PROVIDE DOWELED COLD JOINTS AT EACH LOCATION WHERE AN ELEVATION STEP OCCURS BETWEEN CHANGING CURB/EDGEBAND TYPES.

3. AT DOWELED COLD JOINTS, PROVIDE A 24” LONG #4 DOWEL AT EACH CURB HORIZONTAL REBAR, CENTERED ON THE JOINT, AS PER DETAIL.

4. DOWELED COLD JOINTS SHALL BE INSTALLED WITH A 1
8 " CHAMFER BUILT INTO THE FORM WORK, IN ADDITION TO THE DOWELED COLD JOINT MATERIAL.

5. PROVIDE A CONTROL JOINT AT EACH FENCE POST.  THE VERTICAL JOINT SHALL BE A 1 8 " CHAMFER BUILT INTO THE FORM
WORK.  THE HORIZONTAL JOINT, ALONG THE TOP OF CURB, SHALL BE A TOOLED SCORE JOINT, ALIGNED WITH AND MATCHING THE VERTICAL CHAMFER JOINT.

6. ALL DOWELED COLD JOINTS SHALL BE SEALED PER SPECIFICATION.

7. NO CONTROL JOINTS ARE REQUIRED ON TALL CURBS, EXCEPT AS INDICATED AT EACH FENCE POST IN ITEM #5 ABOVE.

FINISHES:

EDGEBANDS AND CURBS: MEDIUM BROOM
WALL AND TALL CURBS: MEDIUM SAND BLAST - TOP AND SIDES

EDGEBAND AND TALL CURB NOTES NTS
6" CURB NTS
6"
1 1
2 "
NOTE:

1. REFER TO EDGEBAND AND TALL CURB NOTES, THIS SHEET, FOR ADDITIONAL INFORMATION

2. WHEN LOCATED IN FIRE LANE CURB SHALL BE PAINTED RED PER SPECIFICATIONS

CURB ADJACENT TO NON- CHEMICALLY TREATED SURFACES

CURB ADJACENT TO CHEMICALLY TREATED SURFACES
6"

CONCRETE CURB - MEDIUM BROOM

FINISH LENGTHWISE

CHEMICALLY TREATED AND COMPACTED

SUBGRADE, REFER TO SPECIFICATIONS
#4 HORIZONTAL CONTINUOUS REBAR
TOP AND BOTTOM, TYP.

TOOLED RADIUS, TYP., REFER TO

SPECIFICATIONS
#4 VERTICAL REBARS AT EQ. SPACING.
180° HOOKS TOP AND BOTTOM (TYP)
B
- CONCRETE PAVING

PEDESTRIAN
A
- ASPHALT PAVING

VEHICULAR

ADJACENT NON-CHEMICALLY

TREATED SURFACE, REFER TO PLANS

COMPACTED SUBGRADE, REFER TO

SPECIFICATIONS
#4 HORIZONTAL REBAR @ 12" O.C.,
CONTINUOUS, TYP.
#4 VERTICAL REBAR @ 12" O.C., TYP.
180° HOOKS TOP AND BOTTOM
(TYP)
NOTE:

REFER TO EDGEBAND AND TALL CURB

NOTES, DETAIL D, THIS SHEET FOR
ADDITIONAL INFORMATION.
6" WIDE TALL CURB NTS
TOOLED RADIUS, TYP., REFER TO

SPECIFICATIONS

PLANTING BED, REFER TO PLANS
6"

CONCRETE CURB SHALL BE ONE POUR
#4 HORIZONTAL REBARS AT 8"

SPACING
3"
CLR
#4 VERTICAL REBARS AT 16"O.C.

SPACING WITH STANDARD HOOKS AT

EACH END

COMPACTED SUBGRADE, REFER TO

SPECIFICATIONS

SECTION
A
- CONCRETE
PAVING
NOTE:

REFER TO EDGEBAND AND TALL CURB

NOTES, DETAIL X, SHEET DXX FOR
ADDITIONAL INFORMATION.
18" WIDE TALL CURB WITH FENCE NTS
TOOLED RADIUS, TYP., REFER TO

SPECIFICATIONS

ADJACENT SURFACE, REFER TO PLANS

ADJACENT SURFACE, REFER TO PLANS

CONCRETE CURB SHALL BE ONE POUR

WITH MEDIUM BROOM FINISH

LENGTHWISE
#4 HORIZONTAL REBARS AT 8"
SPACING EACH FACE, TYP.
#4 VERTICAL REBARS AT 16" O.C.

SPACING WITH STANDARD HOOKS AT

EACH END
18"
3"
CLR

SECTION

FENCE POST, REFER TO PLANS

CURB AND GUTTER
(CITY OF ROSEVILLE STANDARD ST-17) NTS

CONCRETE PAVING
(CITY OF ROSEVILLE STANDARD PK-31) NTS

CONTROL JOINTS
(CITY OF ROSEVILLE STANDARD PK-32) NTS
3"
TYP.

NOTE:

1. REFER TO EDGEBAND NOTES, ON SHEET D2.1, FOR ADDITIONAL INFORMATION

2. ON LANDSCAPE SIDE, ADJACENT SURFACE HEIGHT VARIES - 3" MAX ONLY. REFER TO GRADING PLAN.

NEW FENCE POST, REFER TO PLANS

CONCRETE EDGEBAND WITH MEDIUM

BROOM FINISH LENGTHWISE

ADJACENT CHEMICALLY TREATED

SURFACE, REFER TO PLANS

CHEMICALLY TREATED AND COMPACTED

SUBGRADE, REFER TO SPECIFICATIONS

FENCE POST FOOTING, REFER TO PLANS

TOOLED RADIUS, REFER TO

SPECIFICATIONS (TYP)
18"
(2) #4 REBAR, HORIZONTAL CONT., TYP.
18" EDGEBAND NTS

ADJACENT CHEMICALLY TREATED

SURFACE, REFER TO PLANS

EDGEBAND ADJACENT TO NON- CHEMICALLY TREATED SURFACES

EDGEBAND ADJACENT TO CHEMICALLY TREATED SURFACES

ADJACENT CHEMICALLY TREATED

SURFACE, REFER TO PLANS
(2)#4 HORIZONTAL REBAR TOP AND
BOTTOM, TYP.

FENCE POST FOOTING, REFER TO
PLANS
18"

COMPACTED SUBGRADE, REFER TO

SPECIFICATIONS

COMPACTED AGGREGATE BASE,

REFER TO SPECIFICATIONS
3" TYP.

C
D2.1

EXPANSION
JOINT
C
D2.1

EXPANSION
JOINT

ADJACENT NON- CHEMICALLY TREATED

SURFACE, REFER TO PLANS

PLAY AREA CONCRETE CURB
(CITY OF ROSEVILLE STANDARD PK-36) NTS
NOTE:

REFER TO EDGEBAND AND TALL CURB

NOTES, DETAIL X, SHEET DXX FOR
ADDITIONAL INFORMATION.
12" WIDE TALL CURB NTS
TOOLED RADIUS, TYP., REFER TO

SPECIFICATIONS

COMPACTED SUBGRADE, REFER TO

SPECIFICATIONS

ADJACENT SURFACE, REFER TO PLANS
12"

ADJACENT SURFACE, REFER TO PLANS

CONCRETE CURB SHALL BE ONE POUR
#4 HORIZONTAL REBARS AT
8" SPACING EACH FACE
#4 VERTICAL REBARS AT 16" O.C.

SPACING WITH STANDARD HOOKS AT

EACH END
3"
CLR

SECTION
"TYPE A-7" DRIVEWAY
(CITY OF ROSEVILLE STANDARD ST-22) NTS

FOUR-LANE ARTERIAL SINGLE LEFT TURNS
(CITY OF ROSEVILLE STANDARD ST-10) NTS

MOWBAND
(CITY OF ROSEVILLE STANDARD PK-27) NTS
12" CURB WITH FENCE NTS
3"
TYP.

NOTE:

1. REFER TO EDGEBAND AND TALL CURB NOTES, THIS SHEET, FOR ADDITIONAL INFORMATION

2. ON LANDSCAPE SIDE, ADJACENT SURFACE HEIGHT VARIES - 3" MAX ONLY. REFER TO GRADING PLAN.

NEW FENCE POST, REFER TO PLANS

CONCRETE CURB WITH MEDIUM BROOM

FINISH LENGTHWISE

ADJACENT CHEMICALLY TREATED

SURFACE AND GRADES VARY, REFER TO

PLANS AND SPECIFICATIONS

CHEMICALLY TREATED AND COMPACTED

SUBGRADE, REFER TO SPECIFICATIONS

FENCE POST FOOTING, REFER TO PLANS

TOOLED RADIUS, REFER TO

SPECIFICATIONS (TYP)
℄
℄
12"
#4 REBAR, HORIZONTAL CONTINUOUS,
TYP.

CURB ADJACENT TO NON- CHEMICALLY TREATED SURFACES

CURB ADJACENT TO CHEMICALLY TREATED SURFACES
12"

ADJACENT NON-CHEMICALLY

TREATED SURFACE, REFER TO PLANS
(4)#4 HORIZONTAL REBAR @ 16" O.C.

EACH WAY, EACH FACE, TYP.

COMPACTED SUBGRADE, REFER TO

SPECIFICATIONS

FENCE POST FOOTING, REFER TO
PLANS

COMPACTED AGGREGATE BASE, REFER

TO SPECIFICATIONS
H
D2.0

SYNTHETIC
TURF

CONSTRUCTION

DETAILS

HARDSCAPE
NTS
LD2.1
CONSTRUCTION DETAILS HARDSCAPE DRAWING NAME: Y; \Projecb-F0\2021\2103800 - Ro~eville 6 Soccer Complex\CAD\_LD2 DTl.dw9 PLOT DATE: 04-28-22 PLOTIED BY: statlon49
IJEDIUM BROOM FINIS~----...
\
2" RADIUS EDGE-----... \\
\ . FOR HARD~CAPE: VARIES. 5£E PLAN
,OR r1 rn OR SAND: 3•
. \

FILTER FABRIC
3/4" ll A. llRAIN ROCK
/ CLASTOME-RIC SEALArH
/ 118" SMDOT~ DO\IIUS AT 24• O.C.
/ /,---- CD~C~ W/ FIBER MESH
/ / I SCE PLAN FOR FINISH
I
f--1._f-·_· ... __ , ~S,'..-'·!+--~-·J]
l!FIIHIH 1-11-
, ..
:-:-:-lli~U -11 1- 11-
111 1\-1\' - ' \ ~ Co.IP ACTED SUBGRAflE
--- ·-
, ,
\.__ FIBER EXP ANS ON JOINT
~~ 14 '!£BAR .AT 18" D.C. EACH WAY
PARKS. RECREA70N &: UBRARIES DIRECTOR
l!Qlli

1. INSTALL TYPE: 3 CONCfi:ETE CURB AND CONCRETE PAVING. PROVIDC 16"" "c:MCOTH DOWELS I'll 24• o.c. 2. PROVDE VERTICAL SCORE .DINTS (1" DEEF) AT HORIZONTAL SGORE LINES. flLIGN IIIITJ-1 SIDEWALK.

I
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P,>J;Ks.. RECREA70N, & UBR.HIES
CEPARTM~~T
SCAI..E; NOHC

PLAY AREA
CONCRE1E CURB
REYISED . ..I.IL Y :i0:i1
REYIE'l,£0 Bv: T. GEE
AP~RD\£1J BY: J. GEU£R
PK-36
- -·ei-->-+-+------
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2• IN PLANTNG BEDS
12"
'-.. CONC~CTE l'dlH SMOOTl-1
TROWEL.LED FINISH
............... _ ·-...__ #4 REEIAR (CONllNUOS)
...___ _____ COMPACTED SLBGRADE
NOlES

1. WHERE VE~ICULAR SE~VICE/NAINTENANCE TRAFFIC WI.LI.. CROSS MJWBANDS, CONCRETE SECTIONS SHALL BE lHICK~NED 10 6" (SELECT A'i!EAS ONL 'I).

2. PROVIDE 1/2" SCORE JOINTS AT 20' O.C.

I
I / •- ,----,20·-----1-----1------220·
12:1 TAPER O[TAIL _./
"
NOTES:

1. RIGI-IT or WAY SI-IALL BE DEDICATED TO ACCOMIAODATE DUAL LE:Fi TURNS AS SPECIFIED IN DESIGN STANDARD DRAWING ST-11,

2. STOP BAR F"OR LEF"T TURN LANE SMALL BE: TEN rE:ET BACK or NEAR CROSSWALK STRIPE.

3. NOSE OF MEDIAN SHALL BE 15 FE[T e.-.cK OF NEAR CROSSWALK STRIPE.

4. STRIPING AIL NUMBERS REFERENCE CALTRANS ST.6.NDARDS.

5. SIGN DETAIL NUMBERS REFERENCE 2012 CALirDRNIA MUTCD.

SECTION
•
'"
,~ ,~
PARKS. RECREAllCN & LIBRARES DIREClOR
PARKS, RECREATICf>J, &: LIBRARIES
DE:FARTI,IE:IH

MOWBANO
SCALE: NONE
r.£"1SED: JJLY 2021
RE"1EWED BY: T. GEE
APPROVED BY, J. GELl..~R

MARC STOUT

CITY ENGINEER
PK-27
ROSEi LLE DEVELOPMENT SERVICES

DEPARTMENT
~"""'""'"

FOUR-LANE ARTERIAL

SINGLE LEFT TURNS
SCALE: NONE
REVISED: JANUARY 1, 2016 ST -1 Q DRAWN BY; J MCKINNEY
APPROVED BY: MARC STOUT
@ NOTE: ALL CONCRETE TO BE ~l,UNDR CONCRETE" AS DEFINED IN SECTION 71-5B OF THESE STANDARDS 1" l,UN., 2" t.lAX
'
lfil~7~ ~•-•~:·
,. (iJ
0 8

1. "T'r'PE 2~(ST-17) CURB ANO GUTTER WITH SIDEWALK OUTSIDE DRIVEWAY AREA

2. RETAINING CURB AT BACK OF WALK, HEIGHT VARIES.

3. PLACE RAMP IF SIDEWALK EHENDS ON SITE (CROSSHATCHED AREA); EKTEND RETAINING CURB IF NO ON-SITE SIDEWALK. {AT ,f!3 ARROW}

4. CASE C RAt.lP WITH TRUNCATEO DOI.IE PANEL; NUMBER 4 LINE COINCIDES WITH BACK OF' V GUTTER (TYP). SLOPE TOP OF CURB 1/2 INCH AT OPENING. NO LIP. SEE SECTION 71-4 C.4. (CONSTRUCTION STANDARDS).

5. LANDING DEPTH IS 6 FEET DEEP. TRANSITION TO ADJACENT WALK WIDTH FROM LANDING TD CURB RETURN.

6. STREET PAVING.

7. DRIVEWAY 8 INCHES THICK PER SECTION 8-8, SIDEWALK 6 INCHES PER SECTION A-A.

B. GUTTER FLOW LINE.

9. PLACE GUTTER. WALl(S AND CURBS ~ONOLITI-IICALLY. POUR lolAY BE SEPARATED WITH COLO JOINT AT NUMBER 9 LINE.

10. HTOOL JOINT'° SEE DETAIL ST-17.

11. PRIVATE PAVING PER APPROVED PLANS.

12. MAXlldUM GRADE OF 2,:. MINIMUM GRADE OF 1". TI-IESE GRADE REQUIREMENTS SHALL EXTEMD A MINll,IUM DISTANCE OF 15 FEET BACK or V-GUTTER.

13. SCORE MARKS, T\'PICAL, 1/8 INCH DEEP,

14. NO. 4 REBAR. 18 INCHES D.C. EACH WAY, 3 INCH DOBIES WITH WIRE TIES AT 3 FOOT INTERVALS,

EACH WAY,

15. EXTENDED CURB FACE.

16. IN DRIVEWAY, CLASS B, 3/4 INCH AGGREGATE BASE OR NATIVE SUBGRADE: EITHER PROCESSED TO 95" RELATIVE COMPACTION. UNDER SIDEWALK, N"TlVE SOIL, MINl~Ulol 6 INCH, PROCESSED TO 95" RELATIVE COl,IPACTION AGGREGATE BASE THICKN[SS SHALL 8[ AT THE CONTRACTOR'S DISCRETION.

17. ALL SIDEWALK 1% ldlNllolUM, 2% MAXIMU~ CROSS GRADE TOWARD SUEET.

18. STANDARD RADIUS IS 20-FEET. WHERE DELIVERY TRUCKS WILL ACCESS DRIVEWAYS RADIUS WILL BE INCREASED TO 30-FEET.

SECTION B-B

MARC STOUT

CITY ENGINEER
OEVELOPt.lENT SERVICES
DEPARTt.lENT
SC.o.1..£1 NONE
"TYPE A-7"

DRIVEWAY
REVISEih JANLJJ•J!Y 1, ~020
CRAWN BY: J ~EtmRIX APPRO\IED BY, MARC STOUT
ST-22
-i0 ~
""""'
TYPE 1
ROLLED CURB .!r: GUTTER
·•, • ··
• :, • 3/1:-"
••." l!/\OII (T'r'P,)

TOOL JOINT
(TYP.)
~EE ~ECTIO~ 71-4.C.3.
--- 1. SCORE WARK, 1/B" DEEP
~ ~II-I
'

2. NATIVE OR l,IINIWUW 4" AGGREGATE BASE UNDERNEATH CURB AND GUTTER.

3. ALL SIDEWALK HAS OPTION OF 4" CONCRETE ON 4•• AGGREGATE BASE, IN LIEU OF 6° CONCRETE ON NATIYE.

4. GUTTER PAN CROSS SLOP[ NOT TO EXCEED 5" 1,1.Q, OR B[ LESS THAN 4%.

NOTES:

A. ALL CONCR E SH.o.LL BE •~INOR CONCRETE" AS DEFINED IN SECTION 71-SB OF STANDARDS.

B. SEE SECTION 71-4 C or TI-IE CITY CONSTRUCTION STANDARDS FOR FINISH AND JOINTS.

C. ALL ADJOINING SIOEWALJ<, CURB AND GUTTER SHALL BE POUREO ~ONOLITHIC.

D. SUBGRAOE AND/OR AGGREGATE BASE PROCESSED TD 95" RELATIVE COWPACTION.

PLAN
I
I I
6" MIN.
24" ldAX 0.C.
., 1t I I,,
I
TIIESE
TYPE 2
V[RTICAL CURB .!r GUTT[R
(OPTION 1)

MARC STOUT

CITY ENGINEER
DEVELOPlolENT SERVICES
DEPARTlolENT
TYPE 1 AND 2 CURB AND

GUTTER WITH SIDEWALK
SCALE: NONE
R[VISED: FEBRUARY 1. 2020 DRAWN BY, J HENDRIX
N'PROVED BY, w.RC STOUT
ST-17
I\
\..___/
I\
\__,J
12" LONG 1114 SMOOTHi,.,-
00\lfELS AT 24" O.C. I
"~r] 1 _ APEX OF RADIUS~
LOCA~ HORIZONTA_l_Y i IN CENTER OF SLAB, I
p~::~:::l~S: END/II
PLAN \o1EW Y IN1ERSECTION LARGE T INTERSECTION
1;a·
EDGE '
1/8" RADIUS\- z•
EDGE \
EQUA _ _._,__,._ _ __,·_J". ---<~J,
EQUA • .....__ •• ,.,-:r

SECTION
00\IILED COLD JOINT
f-,-,--.,'ll--oa
-1- "'•: 1-· .,

SECTION

CONTROL JOINT

I AND Y INTERSECTION
PARKS, REC~EATION & LIBRARIEB DIRECTOR
PARKS. RECREATlOO, & LIBRARIES

DEPARTMENT
= CONTROL JOINTS
CDNTRCl._ JONTS S~ALL NOT DIVIDE CONCRETE INTO SHAPES' CONTAINING AN INTERIOR ANGLE OF 45 DEGREES OR LESS.

2. JOl~TS SIIALL DC ~PACCD CQUAL TO lllC WIDTII DI TIIC PATIi. cx.-.MPLC: A 10 IT. ~DI: PAlll SH.\LL HAVE JOINTS SPACC □ AT □ FT. o_c.

SCALE, NONE
REVISED: JULY 2021
REVIE'l'IEO EY: T. GEE
APPROVED BY; J. GELLER
1 • /2" IN TURF
2" IN PLANTING BEDS
·• \ ·• · ··· 11
= I II 11- 11=111 ~:::C:HI I I I 11= -11-1 - 'II II-< 1-1-11-' -11- \ -1- ~ \ __ CONC~ETE WALK 'MTI-1 FIBER MESH
' COMPAClID SUBGRADE
95% REL~.Tl\£ CD~PACTION
PK-32
PARKS, RECREA11::CS & Ll3RARl3 DIRECTOR
=

1. PRO'IDE COOROI.. JOINTS 2" DEEP AT INTER\'-"LS THE WIDlH OF THE WALK.

2. CLASS "A" SIX SACK CONCRETE.

J. MEDIUW BROOM FINISH PEFlPEND CULJ\R TO PATI-1 OF TRA',EL UNLESS OTI-IERIMSE SPECIFIED.

PARKS, RECRE/lllctt & JBRARIES

DEPARTMENT

CONCRETE PAVING
SCALE: NONE
REl'ISEO; JULY 2021
REl'IEWED BY: T. GEE
APPROl,UJ BY: J. GELLER
PK-31

VERDE DESIGN
LANDSCAPE AROilTECTIJRE
CIVIL ENGINEER!~

SPORT PLANNING & DESIGN
1843 Iron Point Rd, Suite 140
Folsom, CA 95630
tel, 916.415.6554
fmu 916.415.6525
www.VerdeDesignlnc.com
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
SHEET NO.

PROJ. NO.

DATE ISSUED SCALE

DRAWN BY CHECKED BY
DATE

CONSULTANT

SHEET TITLE

PROJECT NAME

PROJECT ADDRESS
NO. REVISIONS

SUBMITTAL
STAMP
DATE

ROSEVILLE

SOCCER COMPLEX
2600 WESTBROOK BLVD
ROSEVILLE, CA 95747
30% SUBMITTAL 04/29/22
04/29/2022
2103800

CMU SEAT WALL WITH

STONE VENEER FACING AND CONCRETE CAP NTS
8"

SECTION
PLAN -

SEAT WALL END
NOTE:

SOLID FILL CMU WITH GROUT.

VERTICAL #4 REBAR,
32" O.C.

ADJACENT SURFACE

VARIES, REFER TO
PLANS
(1) HORIZONTAL #4

REBAR, CONTINUOUS

CMU BLOCK, REFER TO
SPECIFICATIONS.

PRECAST SEAT - REFER
TO SPECIFICATIONS.

EPOXY SET TO CMU.

BULLNOSE
PRECAST SEAT 2" THICK STONE
VENEER

PRECAST CONCRETE WALL CAP NTS

SECTION
1 2
" MORTAR BEDDING, REFER TO

SPECIFICATIONS

WALL, REFER TO STRUCTURAL

DRAWINGS

MORTAR PIN IN PLACE, PER

MANUFACTURER'S RECOMMENDATIONS

PRECAST CONCRETE WALL CAP, REFER

TO SPECIFICATIONS

TRASH RECEPTACLE NTS
NOTES:

A. REFER TO SPECIFICATIONS FOR MANUFACTURE AND MODEL NUMBER.

B. REFER TO MANUFACTURE'S SPECIFICATIONS FOR SURFACE MOUNTING AND DOME LID INSTALLATION. -
- CONCRETE PAVING

TRASH RECEPTACLE,
REFER TO SPECIFICATIONS.

BIKE RACK ,
5'-3" REFER TO SPECIFICATIONS
1'-0"
EQ. EQ.

CONCRETE FOOTING, 6" DIA x 12"
DEEP. REFER TO MANUFACTURES

SPECIFICATIONS FOR ADDITIONAL
INFORMATION.

COMPACTED BASE ROCK
SUBGRADE COMPACTED AT 90%

BIKE RACK NTS
NOTES:

A. REFER TO SPECIFICATIONS FOR MANUFACTURER AND MODEL NUMBER.

B. REFER TO MANUFACTURER'S INSTALLATION SPECIFICATIONS FOR BIKE RACK INSTALLATION.
#4 REBAR ANCHOR PIN
-
- CONCRETE PAVING

PICNIC TABLE & BENCH INSTALLATION HEIGHTS
(CITY OF ROSEVILLE STANDARD PK-24) NTS

DRINKING FOUNTAIN RAIL NTS
12"
5"
1-1/2" DIAMETER STEEL PIPE WITH

GALVANIZED FINISH

DRINKING FOUNTAIN OUTLINE,

SHOWN FOR REFERENCE ONLY
FACE PLATE, TYP.

SAFETY RAIL FOOTING, TYP.
(6) #5 CERT. & #3 CIRCULAR TIES

CONSTRUCTION

DETAILS

SITE FURNISHINGS
NTS
LD2.2

CONSTRUCTION DETAILS SITE FURNISHINGS
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TABLE BENCH
P..,R(S, RECREATION & LIBRARIES JIRECTOA
= 1. INSTALL FIJ~TINCS FER ~A~UF...CnJRER~ RECOMl,EIIOATIOOS.

FARKS, RECREA7C~, & Ll3RAAIES
CEFARTMEo!T

2. INSTALL PLUMB ANJ LEie.
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INSTALLATION HEIGHTS
SC,1,LL: NONL
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RE\o1E'o\ED BY: T. CEE
APPRO\/ED BY: c. GEL_E~
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VERDE DESIGN
LANDSCAPE AROilTECTIJRE
CIVIL ENGINEER!~

SPORT PLANNING & DESIGN
1843 Iron Point Rd, Suite 140
Folsom, CA 95630
tel, 916.415.6554
fmu 916.415.6525
www.VerdeDesignlnc.com
"~"-------------------------------------•-... L--------------------------------------------.1--... L---------------------------------------------fl~':":'~!""':":~:O::!!" ____ ":"'~~~~~~---------"To::"!:"~!!"~:"":!:~~:":'":--~~~~----flll,,-A--------------------------------------------..1---------------------.. <ffi
DRAWING NAME: Y;\Projecb-F0\2021\2103800 - Roseville 6 Soccer Complex\CAD\_LD2 DTl.dw9 FILE NAME: LD2 DTL.olwg DATE DRA\JN1 XXX PLOT DAlE: 04-28-22 PLOTIED BY: statlon49
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B
C
D
E
H
I
J
K
L
M
F
G
N
O
P
SHEET NO.

PROJ. NO.

DATE ISSUED SCALE

DRAWN BY CHECKED BY
DATE

CONSULTANT

SHEET TITLE

PROJECT NAME

PROJECT ADDRESS
NO. REVISIONS

SUBMITTAL
STAMP
DATE

ROSEVILLE

SOCCER COMPLEX
2600 WESTBROOK BLVD
ROSEVILLE, CA 95747
30% SUBMITTAL 04/29/22
04/29/2022
2103800
36"
MIN.
9'-0" VAN STALL
(ACCESS AISLE

ON PASSENGER SIDE)
9'-0" AISLE
6"

ADA PARKING STALL NTS
E
- WHEEL STOP
TYP.

ACCESS AISLE:
4" BLUE BORDER STRIPE WITH
4" WHITE DIAGONAL STRIPES
AT MAX. 36" O.C., TYP.
12" TALL "NO PARKING"

LETTERING SHALL BE WHITE
IN COLOR.

EQ.
9'-0" STANDARD STALL
EQ. EQ. EQ.

ADJACENT SURFACE TO BE
FLUSH WITH ACCESS AISLE.
36"
MIN.

PLAN
B/C
- ACCESSIBLE PARKING
SIGN, TYP.

LOCATION MAY VARY, REFER TO

MATERIAL AND LAYOUT PLANS

FOR LOCATION

INTERNATIONAL SYMBOL OF

ACCESSIBILITY WHITE-PAINTED
ON BLUE BACKGROUND (TYP).

THE BLUE SHALL BE EQUAL TO
COLOR NO.15090 IN FEDERAL
STANDARDS 595A. PER
SECTION 11B-703.7.2.1, ONE

PER ACCESSIBLE STALL AS
DESIGNATED ON PLANS.

SYMBOL TO BE CENTERED
WITHIN STALL.

ACCESSIBLE PARKING SIGN NTS

POST CAP, REFER TO SPECIFICATIONS
12"x24" SIGN (R99C CA):

SIGN'S VERBIAGE AND APPEARANCE

TO COMPLY WITH LATEST VERSION OF

THE STATE OF CALIFORNIA -

DEPARTMENT OF TRANSPORTATION'S
SPECIFICATIONS FOR THE R99C SIGN.
2" DIA. GALVANIZED

STANDARD WEIGHT PIPE

CONCRETE FOOTING
12"

PARKING
ONLY

MINIMUM
FINE $250
A
D2.1

CONCRETE
PAVING

ADJACENT SURFACE, REFER TO PLANS
NOTES:

1. SIGN TO BE BOLTED ONTO POST. PROVIDE

CONNECTION AT TOP AND BOTTOM OF SIGN

THAT DOES NOT OBSCURE LANGUAGE OR
GRAPHICS ON FRONT OF SIGN.

2. REFER TO PLANS FOR SIGN LOCATIONS.

CONFIRM WITH OWNER'S REPRESENTATIVE
PRIOR TO INSTALLATION.

3. REFER TO SIGN MOUNTING DETAIL G, THIS
SHEET

ACCESSIBLE PARKING SIGN - VAN NTS

POST CAP, REFER TO SPECIFICATIONS
2" DIA. GALVANIZED

STANDARD WEIGHT PIPE

CONCRETE FOOTING
12"
12" X 24" SIGN (R99C MOD CA) WITH
REFLECTIVE COATING:

SIGN'S VERBIAGE AND APPEARANCE

TO COMPLY WITH LATEST VERSION OF

THE STATE OF CALIFORNIA -

DEPARTMENT OF TRANSPORTATION'S
SPECIFICATIONS FOR THE R99C MOD
SIGN. $250
A
D2.1

CONCRETE
PAVING

ADJACENT SURFACE, REFER TO PLANS
NOTES:

1. SIGN TO BE BOLTED ONTO POST. PROVIDE

CONNECTION AT TOP AND BOTTOM OF SIGN

THAT DOES NOT OBSCURE LANGUAGE OR
GRAPHICS ON FRONT OF SIGN.

2. REFER TO PLANS FOR SIGN LOCATIONS.

CONFIRM WITH OWNER'S REPRESENTATIVE
PRIOR TO INSTALLATION.

3. REFER TO SIGN MOUNTING DETAIL G, THIS
SHEET

PARKING TOW AWAY SIGN NTS
NOTES:

1. SIGN TO BE BOLTED ONTO POST. PROVIDE

CONNECTION AT TOP AND BOTTOM OF SIGN THAT

DOES NOT OBSCURE LANGUAGE OR GRAPHICS ON
FRONT OF SIGN.

2. REFER TO PLANS FOR SIGN LOCATIONS. CONFIRM

WITH OWNER'S REPRESENTATIVE PRIOR TO
INSTALLATION.

3. CONTRACTOR TO COORDINATE WITH OWNER'S
REPRESENTATIVE FOR CONTACT INFORMATION.

4. REFER TO SIGN MOUNTING DETAIL G, THIS SHEET

UNAUTHORIZED VEHICLES PARKED

IN DESIGNATED ACCESSIBLE

SPACES NOT DISPLAYING

DISTINGUISHING PLACARDS OR

SPECIAL LICENSE PLATES ISSUED

FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY
AT THE OWNER’S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT ROSEVILLE POLICE DEPARTMET OR BY TELEPHONING 916.774.5100 CODES - 22658(A) CVC; 11.20.220 RMC 12"

POST CAP, REFER TO SPECIFICATIONS
24"x24" SIGN R100B (CA):

SIGN'S VERBIAGE AND APPEARANCE TO

COMPLY WITH LATEST VERSION OF THE

STATE OF CALIFORNIA - DEPARTMENT OF

TRANSPORTATION'S SPECIFICATIONS
FOR R100B TOW-AWAY SIGN.
2" DIA. GALVANIZED

STANDARD WEIGHT PIPE

ADJACENT SURFACE,

REFER TO PLANS

CONCRETE FOOTING
A
D2.1

CONCRETE
PAVING
NOTE:

SHOP DRAWINGS REQUIRED FOR REVIEW AND APPROVAL BY OWNER'S REPRESENTATIVE PRIOR TO FABRICATION.

SECTION
7"
A

PRECAST CONCRETE WHEEL STOP NTS
4'-0"
A

SECTION A-A
#4 REBAR, 14" MIN. ANCHOR PINS, TYP.

PRECAST CONCRETE WHEEL STOP,

REFER TO SPECIFICATIONS

FINISH GRADE, REFER TO PLANS
#3 REINFORCING BAR, TYP.

PRECAST CONCRETE WHEEL STOP,

REFER TO SPECIFICATIONS

FINISH GRADE, REFER TO PLANS
3 4
" DIA. HOLE, TYP., SEAL WITH MORTAR
3 4
" DIA. HOLE, TYP., SEAL WITH MORTAR
#4 REBAR, 14" MIN. ANCHOR PINS, TYP.
8"

TRUNCATED DOMES (RECESSED) NTS
6" CONCRETE EDGE
A
D2.1

CONCRETE PAVING

TRUNCATED DOMES, REFER TO

SPECIFICATIONS
B'

0.45"Ø TOP DIAMETER

0.9"Ø BASE DIAMETER
A
D2.1

CONCRETE PAVING

TRUNCATED DOMES, REFER TO

SPECIFICATIONS

TILE JOINT

SECTION - ENLARGEMENT B-B'

CONCRETE PAVING SHALL BE FLUSH

WITH TRUNCATED DOMES TOP OF
BASE. 4" MIN. THICK UNDER DOMES
AND 6" EDGE ON OUTSIDE BAND.

CONCRETE PAVING SHALL BE FLUSH

WITH TRUNCATED DOMES TOP OF
BASE. 4" MIN. THICK UNDER DOMES
AND 6" WIDE EDGE ON OUTSIDE BAND.

PLAN VIEW

PLAN - ENLARGEMENT A-A'

2.3"-2.4"
FLUSH

2.30" - 2.40"
A-A'
B
NOTE:

TRUNCATED DOMES, TYP. ACCORDING TO CALIFORNIA BUILDING CODES PER 11B.705.1.2.2 AND 11B.705.1.2.5 SHALL BE INSTALLED IN AREA WITH 36" WIDE DETECTABLE WARNING STRIP. REFER TO SPECIFICATIONS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS.

ENLARGEMENT
NOTES:

1. ALL FASTENERS AND HARDWARE TO BE GALVANIZED, UNLESS OTHERWISE NOTED.

2. CONTRACTOR TO INSTALL SIGN TO FACE STREET OR AT RIGHT ANGLE TO WALKWAY.

3. HARDWARE TO BE ADJUSTED AS NECESSARY AS NOT TO OBSTRUCT OR BLOCK LANGUAGE ON FRONT OF SIGN.

SIGN MOUNTING NTS

U-BRACKETS, TWO
(2) PER SIGN

GALVANIZED

STEEL POST
SINGLE 2" ID U-BRACKET

CLAMP FOR CENTERMOUNT,
5 16" X 3
4" HEX BOLTS

SIGN, REFER TO PLANS

DETECTABLE WARNING SURFACE

SPECIFIC REQUIREMENTS
SPECIFIC REQUIREMENTS FOR DETECTABLE WARNINGS SHALL BE AS FOLLOWS;

1. TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A BASE DIAMETER OF 0.9 INCH (22.9 MM) MINIMUM AND 0.92 INCH (23.4 MM) MAXIMUM, A TOP DIAMETER OF 0.45 INCH (11.4 MM) MINIMUM AND 0.47 INCH (11.9 MM) MAXIMUM, AND A HEIGHT OF 0.2 INCH (5.1 MM).

2. TRUNCATED DOMES IN A DETECTABLE WARNING SURFACE SHALL HAVE A CENTER-TO-CENTER SPACING OF 2.3 INCHES (58 MM) MINIMUM AND 2.4 INCHES (61 MM) MAXIMUM, AND A BASE-TO-BASE SPACING OF 0.65 INCH (16.5 MM) MINIMUM, MEASURED BETWEEN THE MOST ADJACENT DOMES ON A SQUARE GRID. EXCEPTION: WHERE INSTALLED IN A RADIAL PATTERN, TRUNCATED DOMES SHALL HAVE A CENTER-TO-CENTER SPACING OF 1.6 INCHES (41 MM) MINIMUM TO 2.4 INCHES (61 MM) MAXIMUM.

3. SURFACES AT TRANSIT BOARDING PLATFORM EDGES, BUS STOPS, HAZARDOUS VEHICULAR AREAS, REFLECTING POOLS, AND TRACK CROSSINGS SHALL COMPLY WITH SECTION 11B-705.1.1.3.1.

4. DETECTABLE WARNINGS AT OTHER LOCATIONS SHALL COMPLY WITH EITHER SECTION 11B-705.1.1.3.1 OR SECTION 11B-705.1.1.3.2. THE MATERIAL USED TO PROVIDE VISUAL CONTRAST SHALL BE AN INTEGRAL PART OF THE SURFACE.

5. 11B-705.1.1.3.1 DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE FS 33538 OF FEDERAL STANDARD 595C.

6. 11B-705.1.1.3.2 DETECTABLE WARNING SURFACES SHALL PROVIDE A 70 PERCENT MINIMUM VISUAL CONTRAST WITH ADJACENT WALKING SURFACES. CONTRAST IN PERCENT SHALL BE DETERMINED BY:

CONTRAST PERCENT = [(B1-B2)/B1] × 100
WHERE B1 = LIGHT REFLECTANCE VALUE (LRV) OF THE LIGHTER AREA AND B2 = LIGHT REFLECTANCE VALUE (LRV) OF THE DARKER AREA. EXCEPTION: WHERE THE DETECTABLE WARNING SURFACE DOES NOT PROVIDE A 70 PERCENT MINIMUM CONTRAST WITH ADJACENT WALKING SURFACES, A 1-INCH (25 MM) WIDE MINIMUM VISUALLY CONTRASTING SURFACE SHALL SEPARATE THE DETECTABLE WARNING FROM ADJACENT WALKING SURFACES. THE

VISUALLY CONTRASTING SURFACE SHALL CONTRAST WITH BOTH THE DETECTABLE WARNING AND ADJACENT WALKING SURFACES EITHER LIGHT-ON-DARK, OR DARK-ON-LIGHT.

7. 11B-705.1.1.4 RESILIENCY. DETECTABLE WARNING SURFACES SHALL DIFFER FROM ADJOINING SURFACES IN RESILIENCY OR SOUND-ON-CANE CONTACT.

ACCESSIBLE PARKING 2 NTS
-
- ACCESSIBLE PARKING
SIGN - VAN (TYP.)
-
- 6" CURB
-
- ACCESSIBLE PARKING
SIGN (TYP.)
-
- PRECAST CONCRETE WHEEL STOP,
TYP.
-
- ADA PARKING STALL,
TYP.
9'-0" MIN.
9'-0" MIN.

VAN STALL
9'-0" MIN.

AISLE 9'-0" MIN.
9'-0" MIN.

AISLE 9'-0" MIN.
9'-0" MIN.

AISLE 9'-0" MIN.
9'-0" MIN.

VAN STALL
9'-0" MIN.

AISLE
-
- TRUNCATED DOMES (RECESSED)
TYP.
-
- 6" CURB

ACCESSIBLE

PARKING

DETAILS
NTS
LD3.1

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it - .. .
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½ ½ \..:,_}
/ ADA PARKING STALL,/-\
VAN VAN ./ TYP. \..:.,./
/ NO
~ ~ NO ~ ~ I/ NO
~ ~ NO

PARKING PARKING PARKING PARKING,,/
9'-0" MIN. 9'-0" MIN. 9'-0" MIN. 9'-0" MIN. 91
-0• MIN. 9'-0" MIN.

AISLE 9'-0" MIN. VAN STALL AISLE 9'-0" MIN. 9'-0" MIN. AISLE 9'-0" MIN. VAN STALL AISLE NTS
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VERDE DESIGN
LANDSCAPE AROilTECTIJRE
CIVIL ENGINEER!~

SPORT PLANNING & DESIGN
1843 Iron Point Rd, Suite 140
Folsom, CA 95630
tel, 916.415.6554
fmu 916.415.6525
www.VerdeDesignlnc.com
A
B
C
H D
E
F
G
I
J
K
L
M
SHEET NO.

PROJ. NO.

DATE ISSUED SCALE

DRAWN BY CHECKED BY
DATE

CONSULTANT

SHEET TITLE

PROJECT NAME

PROJECT ADDRESS
NO. REVISIONS

SUBMITTAL
STAMP
DATE

ROSEVILLE

SOCCER COMPLEX
2600 WESTBROOK BLVD
ROSEVILLE, CA 95747
30% SUBMITTAL 04/29/22
04/29/2022
2103800

GATE AND FENCE NOTES NTS
NOTES PERTAIN TO ALL GATE AND FENCE DETAILS:

1. PLACE FENCE FABRIC ON TRACK SIDE. FENCE FABRIC ON PERIMETER FENCING IS TO BE ON FIELD SIDE.

2. BOTTOM RAIL TO BE 2" FROM FINISH GRADE, FENCE FABRIC BOTTOM EDGE TO BE 1" FROM FINISH GRADE.

3. SUBMIT SHOP DRAWINGS FOR ACCEPTANCE BY OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.

4. GATES IN PATH OF TRAVEL MUST MEET ENTRY AND EXIT DOOR REQUIREMENTS.

5. FOR PEDESTRIAN GATE, PROVIDE LOCKING DEVICE TO SECURE GATE IN OPEN POSITION.

6. ALL PEDESTRIAN SWING GATES SHALL RECEIVE A GATE LOCK. REFER TO DETAIL X. PEDESTRIAN GATES ARE NOTED BY HAVING A KICK PLATE ATTACHMENT.

7. REFER TO PLANS FOR EDGEBAND TYPE UNLESS OTHERWISE NOTED.

8. REFER TO DETAIL X FOR FENCING WITH CURBS AND CHANGE IN ELEVATIONS.

9. FOR GATES WITH DROP BAR, PROVIDE 8" DEEP FOOTING WITH SCH. 40 STEEL PIPE SLEEVE. CANE STOP TO GO DOWN 4" INTO CONCRETE IN CLOSED POSITION AND OPEN POSITION.

10. TACK WELD HINGES TO POSTS AT GATES.

11. DOUBLE SWING GATES THAT ARE INLINE WITH FENCING, GATE POSTS SHALL BE OFFSET FROM THE FENCE TO ALLOW SWING GATES TO OPEN A FULL 180° BACK AGAINST THE FENCE PER PLAN LAYOUT.

12. THE PIPE SIZES INDICATED ARE NPS FOR: STANDARD GALV. PIPE SCHEDULE 40.

CONCRETE FOOTING: DIAMETER

AND DEPTH PER FOOTING
SCHEDULE. FULL FOOTING SIZE

SHALL BE INSTALLED BELOW THE

SECTION OF ANY FENCE CURBS
OR EDGEBAND.
-
- FOOTING

SCHEDULE

EDGEBAND OR CONCRETE

PAVING REFER TO PLANS -
LOCATE ABOVE FOOTINGS.
℄

FENCE FOOTING PROFILE NTS

SECTION
NOTES:

1. REFER TO PLANS & DETAILS FOR POST LOCATIONS AND TOP OF POST FOOTING.

2. REFER TO FENCE FOOTING DETAIL, DETAIL C, THIS SHEET

3. THE PIPE SIZES INDICATED ARE FOR NPS, REFER TO SPECIFICATIONS.

CORNER/END POST
(STD. GALV. PIPE)

LINE POST
(STD. GALV. PIPE) DESCRIPTION HEIGHT

FOOTING

DIMENSIONS
42" X" DIA. X
XX' DEEP 2 3" DIA. STD. 1
2 " DIA. STD.
22' STRUCTURAL
PLANS 6" DIA. STD. -

GATE POST
(STD. GALV. PIPE) DESCRIPTION
SIZE
(H x L)

FOOTING

DIMENSIONS

GATE POST FOOTING SCHEDULE

FENCE POST & FOOTING SCHEDULE

CHAIN LINK FENCE

NETTING

FOOTING SCHEDULE NTS
8' X 10' X" DIA. X
X' DEEP 3 1
2 CHAIN LINK DOUBLE SWING GATE " DIA. STD.
12' X 20' X" DIA. X
X' DEEP 3 1
2 OMEGA II SLIDING GATE " DIA. STD.
8' X" DIA. X
XX' DEEP 2 3" DIA. STD. 1
2 CHAIN LINK FENCE " DIA. STD.
12' X" DIA. X
XX' DEEP 2 3" DIA. STD. 1
2 CHAIN LINK FENCE " DIA. STD.
16' X" DIA. X
XX' DEEP 2 3" DIA. STD. 1
2 CHAIN LINK FENCE " DIA. STD.
8' X" DIA. X

XX' DEEP ARCHITECTURAL FENCE OMEGA II - -
8' X 10' X" DIA. X
X' DEEP 3 1
2 OMEGA II DOUBLE SWING GATE " DIA. STD.

NOTE:

1. SEE GENERAL FENCE & GATE NOTES THIS SHEET, DETAIL A. 8' TALL CHAIN LINK FENCE NTS
8'-0" MAX.

B
- FOOTING

SECTION SCHEDULE
℄ ℄

FINISHED SURFACE,

REFER TO PLANS
TIES AT 24" O.C. MIN. TOP
AND BOTTOM RAILS, TYP.

FENCE FABRIC, REFER TO

SPECIFICATIONS

FLAT STRETCHER, BAR AT
END POSTS TYP.

END/CORNER POST

POST CAPS PERMANENTLY
FASTENED, TYP.

KNUCKLED SELVAGE TOP

AND BOTTOM

BOTTOM RAIL, REFER TO

SPECIFICATIONS

LINE POST

TOP RAIL, REFER TO

SPECIFICATIONS

MID RAIL, REFER TO

SPECIFICATIONS

FINISHED SURFACE, REFER TO PLANS

NETTING FOOTING, REFER TO
DETAIL B, SHEET D3.1 AND
DETAIL F, SHEET S3.02
22' PROTECTIVE NETTING OVER 8' OMEGA II ORNAMENTAL FENCE NTS G

3.1 OMEGA II

ORNAMENTAL FENCE
C
D3.2
8' TALL SWING GATE

ACCESSIBLE
F
- PROTECTIVE

NETTING
20'-0" 20'-0" 20'-0"
7'-11" 4'-3" 7'-10" 6'-0" 8'-0" 6'-0" 6'-0" 8'-0" 6'-0" NOTE:

1. SEE GENERAL FENCE & GATE NOTES THIS SHEET, DETAIL A. 12' TALL CHAIN LINK FENCE NTS
8'-0" MAX.

B
- FOOTING

SECTION SCHEDULE
℄ ℄

FINISHED SURFACE,

REFER TO PLANS
TIES AT 24" O.C. MIN. TOP
AND BOTTOM RAILS, TYP.

FENCE FABRIC, REFER TO

SPECIFICATIONS

FLAT STRETCHER, BAR AT
END POSTS TYP.

END/CORNER POST

POST CAPS PERMANENTLY
FASTENED, TYP.

KNUCKLED SELVAGE TOP

AND BOTTOM

BOTTOM RAIL, REFER TO

SPECIFICATIONS

LINE POST

TOP RAIL, REFER TO

SPECIFICATIONS

MID RAIL, REFER TO

SPECIFICATIONS
NOTE:

1. SEE GENERAL FENCE & GATE NOTES SHEET DX.X, DETAIL X. 16' TALL CHAIN LINK FENCE NTS
8'-0" MAX.
-
- FOOTING

SCHEDULE SECTION
℄ ℄

FINISHED SURFACE,

REFER TO PLANS
TIES AT 24" O.C. MIN. TOP
AND BOTTOM RAILS, TYP.

FENCE FABRIC, REFER TO

SPECIFICATIONS

FLAT STRETCHER, BAR AT
END POSTS TYP.

END/CORNER POST

POST CAPS PERMANENTLY
FASTENED, TYP.

KNUCKLED SELVAGE TOP

AND BOTTOM

BOTTOM RAIL, REFER TO

SPECIFICATIONS

LINE POST

TOP RAIL, REFER TO

SPECIFICATIONS

MID RAIL, REFER TO

SPECIFICATIONS

MID RAIL, REFER TO

SPECIFICATIONS
3 8
" DIA. TRUSS ROD, TIGHTENER,
AND FITTINGS, TYP.

NOTE:

1. SEE GENERAL FENCE & GATE NOTES THIS SHEET , DETAIL B.

ORNAMENTAL FENCE - OMEGA II 8' PANEL NTS
92 3
4 "MAX.

B
- FOOTING

SCHEDULE SECTION
℄ ℄
95 9
16 " MAX.

CITY OF ROSEVILLE PK-40

CHAIN LINK FENCE NTS
CITY OF ROSEVILLE PK-41

POST AND CABLE FENCE NTS

MIDDLE POLES

NETTING
1 2
"X1-1
2 " EYE BOLT AND CARABINER
EVERY 4'-0" ALONG POLE, TYP.
(THROUGH BOLT CONNECTION)
5 16
” HEAVY DUTY WIRE ROPE THIMBLE,
GALVANIZED STEEL, 1 THIMBLE EACH END
1 4
" VERTICAL CABLE, TYP.

STEEL POLE. REFER TO DETAIL B, SHEET
D3.1. POLES TO BE PAINTED WITH 2

COATS OF BLACK PAINT
1 4
” BOTTOM CABLE, TYP.
5 16
” TOP CABLE, TYP.

STEEL POLE, REFER DETAIL B, SHEET
D3.1. POLES TO BE PAINTED WITH 2

COATS OF BLACK PAINT
5 16
” TOP CABLE, TYP.
3 8
" ROPE LACED IN NETTING
1 4
” BOTTOM CABLE, TYP.
3 8
" ROPE LACED IN NETTING
#9 FENCE RINGS ATTACHED 12" O.C.

TO THE NETTING AND THE CHAIN
LINK FENCE FABRIC.
#9 FENCE RINGS ATTACHED 12" O.C.

NETTING - 2" SQ. KNOTTED BLACK

MESH - REFER TO SPECIFICATIONS
1 4
” HEAVY DUTY WIRE ROPE THIMBLE,
GALVANIZED STEEL, 1 THIMBLE EACH
END
1 4
” BOTTOM CABLE, TYP.
20'-0" O.C. TYP. REFER TO PLANS AND DETAILS

PROTECTIVE NETTING NTS
NOTES:

1. POLE = 8"DIA. X SCHED. 40
MIN YIELD STRENGTH TO BE 35KSI

2. MAX SPACING = 20' O.C.

3. STRUCTURAL STEEL = ASTM A-36

4. STEEL PIPE /TUBE = ASTM A-53 GRADE B

5. BOLTS = A-307

6. WIRE ROPE CLAMPS PER FEDERAL SPC FF-C-450, TYPE 1, CLASS 1

7. CABLE = ASTM A-603 6X19 WIRE ROPE

8. NETTING FABRICATOR PER SPECIFICATIONS

9. SEE ALSO DETAILS A,B,C,E THIS SHEET AND N/D3.2

10. FOR POLE FOOTING INFORMATION REFER TO DETAIL B, SHEET D3.1 AND DETAIL F, SHEET S3.02

END POLES
CABLE CLAMP CONNECTIONS, TYP.
5 8
”x12" & 1
2 ”x6" GALV. STEEL JAW &
JAW TURNBUCKLE, TYP.
1 2
”x9" GALV. STEEL JAW & JAW
TURNBUCKLE, TYP.
5 16
" TOP CABLE, TYP.
1 4
” VERTICAL CABLE, TYP.
1 2
" STEEL SHACKLE, TYP.
1 2
”x6" GALV. STEEL JAW & JAW
TURNBUCKLE, TYP.
1 2
”x9" GALV. STEEL JAW & JAW
TURNBUCKLE, TYP.

FENCING

DETAILS
NTS
LD4.1

FENCING DETAILS
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P.C. CONaETE
,q
T'l'PE a.-4--48" FABRIC (11 GAUGE) ~E a.-&-72" FABRIC (ti CNJCE)

FENCE LINE POSTS
HEIGHT
ROUND Rill
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P.C.CONCAETE
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NOT LESS lHAN 3 TIME'S MAX. CROSS
SECTDI r:F POST VIITH MIN. CF S-
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IIER1ICAL
STAY
~-o• AT GATE POST
Tl'PICAL MEMBER DIMENSIONS
END, LATCH &: CORNER POSTS
Rill FORMED
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(l,D,) H '°"'ED o.~> 11 r;J n (LD.) H
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LINE POST
1D'
LINE POSTS AT 10' (1000'MAx.) INlERVALS
BRACED Ar.> "TRUSSED IN BOTH DIRECTIONS
DECEPT THAT nns BRACING AND TRUSSING

MAY BE OMITIED WHEN THE FABRIC IS
S1RE1lJ£D BY EQUPWENT.
,q
BRACES
Rill FORMED
r;J n
,. .

IS'AIIID 1-1/2° 1-7/ri' IC 1-5, l!"-3/-4" IC 1-3/ ,. :t' 3-1/2" X 3-1,i .-2• X 1-3/-4 1-1/,f 1-1/2" X 1-5/1!9 1-5/8• X 1-1/4• 1-3/4" X t-1/4" LESS ..... 2• 2-1/4" X 'L' 2• IC 1-3/4" •-•~ ,. 3-1/2" I( 3-1 •2· X 1-3/4 1-1/4 1-1/2" X 1-5/1«- 1-5/8• X 1-1/4" tllllES,
1, lHE ABO\£ T"81.E SHOWS EXAMPLES IS POST AND BRACE SECTIONS VIHOi MAY COMPLY ¥1TH THE SP£CIFICATIONS.

2. SECTIONS SHO. IN THE TABl.£9 lilJST ALSO COWPL Y WITH THE S1RENGTH REQUIREMENlS AND OTHER PR<MSONS Of' THE SIPECIFICl\110NS.

3. OllER SECTIONS WHICH COMPLY 'MTH THE STRENGTH RECJIREYENTS Atll OTHER PR<MSICHS Of THE 9'EC1FICA110NS NAY BE USED ON APPROVAL Of THE ENGINEER.

4. OPTIONS EXERQSED SHALL BE UHIFc.flN ON AIIIY' ONE PRO.ECT.

5. DIIIIENSIOIS SHOMr4 ARE NOMINAL

GATE POST
FENCE GATE P«lMINAL ,eGHT FENCE GATE NOMINAL. ,eGHT
IEGHT IIDTHS LD. P£R FOOT HEIGHT WDTHS I.D. PER FOOT
UP THRU e• 2-1/2" 4.95 LI' lHR\J 8' ,. , ... ,·-<r O\EA 6' THRIJ 12' •• ,~,. 06 8' THRU 12" ,. IU2 AHD 0\0: 12' THRO 1 •• 1U2 Ol<R O't'ER 12' lHRU U •• 1&117 LESS .... , .. "' ,. 1U7 ~ O't£R 18' lO •• ..... 24' MAX. 24' MAX. tllllES,

1. ABOI,£ POST DIMENSIONS AtE WEIGHTS A1E. MINIMUMS. UR<Et SIZES MAY BE USED ON APPROVAL CE ENGIIIEER. 1-3/4" X 1-1/4•
E
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•V
.,.. .,..
s• CR AS SPEClFIED a• CR AS SPEllFIED
- 1-- OR !MOWN 0N

DETAIL PLANS
AS SHmilN ON --- 1-------

DETAIL PLANS
(SEE NOTE BELOW) (SEE NOTE BELOW)
--:
••
•
OTHER
lfGHWAVS
tllllES,
- •
•

IIGHWAY
FREEWAl'S

1. 0FF'SET TO EE 2'-D" AT ~Ut.1£NT LOCATIONS,
MEA!ilJRED AT RIGHT ANQLES TO R/W LJtES.

TAPER TO AOtlEVE <FFSET TO BE AT I.EAST 2f/ L..ONC:.

FENCE LOCATION

JIL ELLER, CPRE

PARKS, RECREATION & LIBRARIES DIRECTOR

PARKS, RECREATION, & LIBRARIES

DEPARTMENT

CHAIN LINK FENCE
SCALE: NONE
REVISED: JULY 2021
REVIEl'l£D BY: T. GEE
APPRDVED BY: J. GELLER
PK-40
0 I\
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RECESSED
1/'l" "a" GALVANIZED
EYE BOLT.
1" I.D. EYE.
,·
15' CENTER TO CENTER
(UNLESS Sr'ECIFEO OTHERWISE)
.
•
2" MAX. SAG
t, T CENTER
22' MIN.

AT CENTEal
BET'A'EE~ POSTS
r /-1" BEVEL 45'
/ 1/2" DIA_ D'tlllfll H:iLE
/3/8" DI,',. SEVEN STRAND

GALVANIZED WIRE ROPE
:i/_- ......-~,;;• x 6" x 5" DO.GLAS FIR POST,
; : / PRESSURE lREATED, ROUGH
•: CONSTRUCTlc!N GRAOE. BROll'l'J

FINIS-I GRADE
=.- 90,C CO~PACTED SUBGRADE
-~

TERMINAL POST ANCHOR LINE POST
EYE BOC.T ~ YELLOW C0,6T::D-----. EY~BOLT
\\lRE ROPE / r - \\ I / i
~r ·1;_ • ~ GITY SUPPi IHI I O~K

FIRE ACCESS
NOTES
,. Pl"l0\110[ CONCR[T[ roOTl~GS AT ALL CND POSTS, AT All. IJ[~DS AND ,6S Sf'[Clrlrn ON APPRO',£JJ PLANS.

2. LISE 3/a" ~ 2" GI\L\IANIZED WRE ROPE CLIPS FOR CCNN~CllONS /\ND SPLICES. All. CJ°'S SHALL BE PLACED Will-I I\UTS FACING DOWNWARD.

3. ,OR nRC ACCESS PClNTS, US[ YlliOW PVC COATCD CADL[.

4. IM-IFRF RFQLJIRHl, lJSF WHITF PW'. OOATFD fARI F IN I IFU OF CA VANl7Fll CAili F F>:~FPT IN FIRE ACCESS LOCA TIO~S.

5. DO NOT INSTALL IN TlJRf AREAS.
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~ARl<S, RECREATION & LIBRARES DIRECTOR
PAR~S. RECREA-10~, & UBRAR ES

DEPARTMENT

POST AND CABLE FENCE
SCAL.£: NONE
REVISCO: .UL Y 2021
REVIE,;[() BY: T. GEE
APPROVED BY: J. GEL.ER
PK-41
I\
\J

VERDE DESIGN
LANDSCAPE AROilTECTIJRE
CIVIL ENGINEER!~

SPORT PLANNING & DESIGN
1843 Iron Point Rd, Suite 140
Folsom, CA 95630
tel, 916.415.6554
fmu 916.415.6525
www.VerdeDesignlnc.com
B
C
D
E
A
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
SHEET NO.

PROJ. NO.

DATE ISSUED SCALE

DRAWN BY CHECKED BY
DATE

CONSULTANT

SHEET TITLE

PROJECT NAME

PROJECT ADDRESS
NO. REVISIONS

SUBMITTAL
STAMP
DATE

ROSEVILLE

SOCCER COMPLEX
2600 WESTBROOK BLVD
ROSEVILLE, CA 95747
30% SUBMITTAL 04/29/22
04/29/2022
2103800

SECTION
4'-0"
8' TALL X 4' SWING GATE

WITH PANIC HARDWARE NTS
16 GAUGE PERFORATED METAL PANEL
WITH 3
8 " HOLES, TYP. WELD TO GATE
FRAME AND PLATE AT 12" O.C.

GATE FRAME, TYP. REFER TO

SPECIFICATIONS

GATE POST
180° SELF CLOSING SWING HINGES
TOP, MIDDLE, AND BOTTOM, TYP.
10" 10 GAUGE KICK PLATE FLUSH

WITH FRAME ON PUSH SIDE OF EXIT

DOORS SHALL BE FIELD WELDED ONTO
GATE FRAME, NON-STRUCTURAL WELD.

FINISH SURFACE, REFER TO PLANS
-
- ACCESSIBLE PANIC

BAR AND LEVER
-
- FOOTING

SCHEDULE
NOTE:

1. REFER TO GENERAL FENCE & GATE NOTES, DETAIL X, SHEET DX.X.

OUTSIDE OF GATE
(LOCKING SIDE)

INSIDE OF GATE
(PUSH SIDE)

ACCESSIBLE PANIC BAR

AND LEVER - CHAIN LINK FENCE NTS
℄
12" STEEL 10 GAUGE
GUARD PLATE. WELD

ONTO GATE FRAME,

FINISH TO MATCH FENCE

PULL HANDLE - REFER TO

SPECIFICATIONS

RECEIVER BRACKET - REFER

TO SPECIFICATIONS

ADJACENT GATE POST
16 GAUGE PERFORATED
METAL PANEL WITH 3
8 " HOLES,
TYP. WELD TO GATE FRAME
AND PLATE AT 12" O.C.

GATE FRAME, TYP. - REFER

TO SPECIFICATIONS
16 GAUGE PERFORATED METAL
PANEL WITH 3
8 " HOLES, TYP. WELD TO
GATE FRAME AND PLATE AT 12" O.C.

ADJACENT GATE POST
NOTE:

1. SEE GENERAL FENCE & GATE NOTE, SHEET D4.1, DETAIL A.

2. GATES, TRACK WHEEL RAILING AND TRUSS RODS TO BE CONSTRUCTED ON THE INSIDE OF FENCE FOR SECURITY.

SECTION
12' TALL X 20' WIDE - SLIDING GATE NTS
20'-0"
B
D4.1

FOOTING

SCHEDULE
TRACK WHEEL, TYP.

GATE FRAME, TYP. REFER TO

SPECIFICATIONS

VERTICAL MID RAIL
1 5
8 " PIPE TRACK (TYP). CONTRACTOR TO

ADD FRAMING AND SUPPORT RAILS FOR
50% OF GATE WIDTH TO HELP ALIGN
GATE.

FINISH SURFACE, REFER TO PLANS

TRUSS ROD TIGHTENER AND
FITTINGS, TYP.

LOCKING DEVICE TO ACCEPT PADLOCK,
INSTALL 48" MAX. ABOVE FINISHED
SURFACE.

DOUBLE WHEEL CARRIER
NOTE:

1. SEE GENERAL FENCE & GATE NOTES THIS SHEET , DETAIL B.

D-BOX SCALE:

DATE REVISED:

DATE DRAWN:

APPROVED BY:

DRAWN BY:

FILE NAME: _LD4-DTL.dwg
DETAIL NO: CATEGORY:

OMEGA II DOUBLE SWING GATE NTS
XXX
XXX
XXX
XXX
32 XXX XXX
B
- FOOTING

SCHEDULE SECTION
10'-0"
5'-0"
LATCH
HINGE

DATE REVISED
DATE DRAWN:

DRAWN BY:

FILE NAME: _LD4-DTL.dwg
20' WIDE ORNAMENTAL DOUBLE SLIDING GATE
XXX
XXX

XXX DATE REVISED
DATE DRAWN:

DRAWN BY:

FILE NAME: _LD4-DTL.dwg
NTS
XXX
XXX
XXX
4'-0" 20'-0"
4'-0" 10'-0"

FENCING

DETAILS
NTS
LD4.2

FENCING DETAILS
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DRAWING NAME: Y: \Projects-F0\2021\2103BOO - Roseville 6 Soccer Complex\CAD\J-D4-DTLdwg PLOT DAlE: 04-26-22 PLOTTED BY: iitctlon49
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VERDE DESIGN
LANDSCAPE AROilTECTIJRE
CIVIL ENGINEER!~

SPORT PLANNING & DESIGN
1843 Iron Point Rd, Suite 140
Folsom, CA 95630
tel, 916.415.6554
fmu 916.415.6525
www.VerdeDesignlnc.com

E ABCDF GHIJK LMNOP
SHEET NO.

PROJ. NO.

SCALE DATE ISSUED

CHECKED BY DRAWN BY
DATE

PROJECT ADDRESS

PROJECT NAME

SHEET TITLE

CONSULTANT
REVISIONS NO.

SUBMITTAL
STAMP
DATE

ROSEVILLE

SOCCER COMPLEX
2600 WESTBROOK BLVD
ROSEVILLE, CA 95747
30% SUBMITTAL 04/29/22
04/29/2022
2103800

3. O/C = OUTSIDE OF LINE TO CENTER OF LINE

2. O/I = OUTSIDE OF LINE TO INSIDE OF LINE

1. O/O = OUTSIDE OF LINE TO OUTSIDE OF LINE
NOTES:

CORNER KICK DETAIL
360'-0" - O/O
54'-0" - O/O
O/O
18'-0"
MARKERS, TYP.
12" LONG GOAL
MARKER
9"Ø CENTER

PENALTY
MARKER, TYP.
12" LONG GOAL
MARKERS, TYP.

STRIPING, TYP.

SOCCER FIELD
CORNER KICK, TYP. SIDE AND END LINE
STRIPING, TYP.

CENTER MARKER DETAIL

GOAL MARKER DETAIL PENALTY MARKER
36'-0"
C/O
MARKER
9"Ø CENTER

STRIPING

END LINE
MARKERS, TYP.

GOAL

STRIPING

END LINE
12" ℄ ℄

8. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND ACCEPTANCE. ALL FIELD MARKINGS SHALL

7. SOCCER FIELD STRIPING SHALL BE INLAID OR TUFTED 4" WIDE YELLOW LINES.

CONFORM TO CURRENT NCAA GUIDELINES.

NTS 70 YARD x 120 YARD SOCCER FIELD STRIPING
MARKER

PENALTY

6. C/C = CENTER OF LINE TO CENTER OF LINE

5. I/C = INSIDE OF LINE TO CENTER OF LINE

4. I/I = INSIDE OF LINE TO INSIDE OF LINE
LINE, TYP.
6" FROM GOAL

SIDELINE,
33 YARDS FROM
3' HASH MARK,
LACROSSE FIELD STRIPING - UNIVERSAL (120 YD)
360'-0" - I/I
45'-0" - I/C 75'-0" - C/C 60'-0" - C/C 75'-0" - C/C 45'-0" - C/I

3. O/C = OUTSIDE LINE TO CENTER OF LINE

2. O/I = OUTSIDE OF LINE TO INSIDE OF LINE

1. O/O = OUTSIDE OF LINE TO OUTSIDE OF LINE
NOTES:

8. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND ACCEPTANCE. ALL FIELD MARKINGS SHALL

7. LACROSSE FIELD STRIPING SHALL BE INLAID OR TUFTED 4" WIDE BLUE LINES.

CONFORM TO CURRENT NFHS AND C.I.F. (CALIFORNIA INTERSCHOLASTIC FEDERATION) GUIDELINES.

GOAL
AREA

GOAL AREA DETAIL
2"
60'-0" - C/C
30'-0" 30'-0"

SCORING AREA DETAIL
AREA

SCORING
REFER TO PLANS, TYP.

SOCCER FIELD STRIPING,
NTS
MARK, TYP.
12" HASH
(O/C)
15'-0"
"DOT", TYP.
6"Ø

6. C/C =CENTER OF LINE TO CENTER OF LINE

5. C/I = CENTER OF LINE TO INSIDE OF LINE

4. I/I = INSIDE OF LINE TO INSIDE OF LINE
2'-0"
EQ. EQ.

FACEOFF X DETAIL

MARKING

FACEOFF X

LACROSSE FIELD LAYOUT
@ 2'-0" SPACING
1'x4" DASHED MARKINGS SUB AREA

COACHES
AREA

COACHES
AREA
O/C
75'-0" O/C
30'-0"
REFER TO SYNTHETIC TURF NOTES, DETAIL E, THIS SHEET.

NOTE:

TO SPECIFICATIONS

GEOTEXTILE FABRIC, REFER

SUBGRADE ELEVATION

SPECIFICATIONS

PERMEABLE BASE, REFER TO

TO SPECIFICATIONS

SHOCK/DRAIN PAD PRODUCT, REFER

TO SPECIFICATIONS

INFILL MATERIAL, REFER

SPECIFICATIONS

SYNTHETIC TURF, REFER TO

SYNTHETIC TURF WITH SHOCK/DRAIN PAD

SPECIFICATIONS

COMPACTED SUBGRADE, REFER TO

SYNTHETIC TURF SECTION
NTS
MINIMUM 3

BOARD TO BE SECURED TO CURB WITH
REFER TO SPECIFICATIONS. HEADER
2x4 RECYCLED PLASTIC HEADER BOARD, 43
" LONG TAPCON SCREW
AT 18" O.C. SPACING.

REFER TO PLANS.

ADJACENT SURFACE VARIES,

SYNTHETIC TURF CONNECTION
FLUSH WITH HEADER BOARD.

SHOCK/DRAIN PAD PRODUCT TO BE
CONNECTION TO HEADER BOARD.

PERIMETER SYNTHETIC TURF

REFER TO SPECIFICATIONS FOR

SYNTHETIC TURF NOTES NTS

1. IDENTIFIED FINISH GRADES OF SYNTHETIC TURF SHALL BE THE TOP OF INFILL MATERIAL. INFILL MATERIAL SHALL BE NOTES PERTAIN TO ALL DETAILS WITH SYNTHETIC TURF: 41" BELOW ADJACENT SURFACES UNLESS EDGE IS A VERTICAL CURB.

7. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND ACCEPTANCE. ALL FIELD MARKINGS SHALL

6. (BOYS LACROSSE) STRIPING SHALL BE INLAID OR TUFTED 4" WIDE RED LINES.

5. (GIRL LACROSSE) STRIPING SHALL BE INLAID OR TUFTED 4" WIDE BLUE LINES.

4. 45 X 65 YD SOCCER FIELD STRIPING SHALL BE INLAID OR TUFTED 4" WIDE YELLOW LINES.

3. 70 X 120YD SOCCER FIELD STRIPING SHALL BE INLAID OR TUFTED 4" WIDE WHITE LINES.

2. INFIELD FINES TO BE INSTALLED FLUSH WITH SYNTHETIC TURF INFILL LEVEL. (CALIFORNIA INTERSCHOLASTIC FEDERATION) GUIDELINES.

CONFORM TO CURRENT NFHS (NATIONAL FEDERATION OF STATE HIGH SCHOOL ASSOCIATIONS) AND C.I.F.

9. NO CUT OUTS IN TURF SHALL BE MADE UNLESS OTHERWISE NOTED AND ESPECIALLY NO CUT OUTS IN THE FIELD OF

8. NO MANUFACTURER, CONTRACTOR OR VENDOR LOGOS ARE TO BE INSTALLED UNLESS SPECIFIED.

THE PERIMETER AND OUT OF THE FIELD OF PLAY AREAS.

PLAY. QUICK COUPLERS ARE THE ONLY UTILITIES TO BE CUT THROUGH TURF. QUICK COUPLERS ARE LOCATED ON

3. O/C = OUTSIDE OF LINE TO CENTER OF LINE

2. O/I = OUTSIDE OF LINE TO INSIDE OF LINE

1. O/O = OUTSIDE OF LINE TO OUTSIDE OF LINE
NOTES:
210'-0" - O/O
42'-0" - O/O
O/O
18'-0"
STRIPING, TYP.

SOCCER FIELD

8. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND ACCEPTANCE.

7. SOCCER FIELD STRIPING SHALL BE INLAID OR TUFTED 4" WIDE LINES. COLOR TO BE DETERMINED BY CITY.

NTS 50 YARD x 70 YARD YOUTH SOCCER FIELD STRIPING

6. C/C = CENTER OF LINE TO CENTER OF LINE

5. I/C = INSIDE OF LINE TO CENTER OF LINE

4. I/I = INSIDE OF LINE TO INSIDE OF LINE

CORNER KICK DETAIL

SIDE AND END LINE
STRIPING, TYP.

CENTER MARKER DETAIL

GOAL MARKER DETAIL

PENALTY MARKER
30'-0"
C/O
9"Ø CENTER MARKER

END LINE STRIPING
GOAL MARKERS, TYP.

END LINE STRIPING
12" ℄ ℄

PENALTY MARKER
LINE, TYP.
6" FROM GOAL

FROM SIDELINE,
33 YARDS
3' HASH MARK, MARKERS, TYP.

GOAL
12" LONG
9"Ø CENTER
MARKER

PENALTY
MARKER, TYP.
12" LONG
GOAL
MARKERS, TYP.

CORNER KICK, TYP.

DETAILS

ATHLETIC
NTS
LD5.1

ATHLETIC DETAILS
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ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF VERDE DESIGN, INC, AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED, REPRODUCED, OR PUBLISHED BY ANY METHOD, IN IM-10LE OR IN PART, OR DISCLOSED m ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF VERDE DESIGN, INC. 4" It I, 180'-0" - 1/1 ,.........., 1 1 2,0·-o· _ 0/0 • H ,...._.., 1 -r30• 0" -r 1 ::tlmt:t;i;t 132'-o" - o/o , l I l 50'-0" - o/o , I/~ , 90'-0" - c/1 ~Q.OjO • 1 '°'' 0/0 • a
I I
24'-0"-1/1 I I I gQ O/O
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VAN VAN +12
2 1
6 7
3 5
4 12 11
8 9 14 15 18 19 20 21 22 13 10 17 1623 23 23
A SHEET NO. PROJ. NO. SCALE DATE ISSUED CHECKED BY DRAWN BY DATE PROJECT ADDRESS PROJECT NAME SHEET TITLE CONSULTANT REVISIONS NO. SUBMITTAL STAMP DATE ROSEVILLE SOCCER COMPLEX 2600 WESTBROOK BLVD ROSEVILLE, CA 95747 30% SUBMITTAL 04/29/22 04/29/20222103800 PLAY EQUIPMENTNTS LD5.2PLAY EQUIPMENT SYM. PLAY EQUIPMENT LEGEND SENSORY RELIEF HUTS STRUCTURES ZIPKROOZ WITH BUCKET SEAT, BY LANDSCAPE ADD ON BEAM, BY LANDSCAPE STRUCTURES SWING, TWO BELT SWINGS, AND TODDLER SING SINGLE POST SWING FRAME WITH FRIENDSHIP OODLE SWING, BY LANDSCAPE STRUCTURES SWAY FUN, BY LANDSCAPE STRUCTURES HEDRA SCOUT, BY LANDSCAPE STRUCTURES DOUBLE BOBBLE RIDER, BY LANDSCAPE STRUCTURES SADDLE SPINNER, , BY LANDSCAPE STRUCTURES STRUCTURES WE-GO-ROUND SPINNER, BY LANDSCAPE STRUCTURES GLOBAL MOTION SPINNER, BY LANDSCAPE STRUCTURES ARCHED CLIMBERS UP HILLSIDE, BY LANDSCAPE HILL SLIDE, BY LANDSCAPE STRUCTURES STRUCTURES 56" ROLLERSLIDE ON HILL, BY LANDSCAPE WEB CLIMBER, BY LANDSCAPE STRUCTURES RAINBOW CLIMBER WITH POD CLIMBERS AND SPIDER BY LANDSCAPE STRUCTURES POD CLIMBERS LINKING TO SUPER NETPLEX TOWER, QUANTIS A.2 WITH WOBBLE POD BOUNCERS AND STRUCTURES SUPER NETPLEX 12' TOWER, BY LANDSCAPE CASCATA BELLS, BY LANDSCAPE STRUCTURES TONGUE DRUM, BY LANDSCAPE STRUCTURES KETTLE DRUM, BY LANDSCAPE STRUCTURES KUNDU DRUM, BY LANDSCAPE STRUCTURES GRANDIOSO CHIMES, BY LANDSCAPE STRUCTURES LOG CRAWL TUNNEL, BY LANDSCAPE STRUCTURES SENSORY PLAY CENTER, BY LANDSCAPE STRUCTURES DESCRIPTION 2322212019181716151413121110 987654321 PLAY EQUIPMENT SCALE: 1"=10'
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ALL IDEAS, DESIGNS, ARRANGEMENTS, AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF VERDE DESIGN, INC. AND WERE CREATED, EVOLVED, AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS. DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED, REPRODUCED, OR PUBLISHED BY ANY METHOD, IN \'MOLE OR IN PART, OR DISCLOSED TO ANY PERSON, FIRM, OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT WRITTEN PERMISSION OF VERDE DESIGN, INC. . gl I I I I ' ' 11 @ ~~ ' !
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IRRIGATION AND

PLANTING

DETAILS
NTS
LD6.1

IRRIGATION AND PLANTING DETAILS
A
B
C
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
SHEET NO.

PROJ. NO.

DATE ISSUED SCALE

DRAWN BY CHECKED BY
DATE

CONSULTANT

SHEET TITLE

PROJECT NAME

PROJECT ADDRESS
NO. REVISIONS

SUBMITTAL
STAMP
DATE

ROSEVILLE

SOCCER COMPLEX
2600 WESTBROOK BLVD
ROSEVILLE, CA 95747
30% SUBMITTAL 04/29/22
04/29/2022
2103800

IRRIGATION CONTROLLER
(CITY OF ROSEVILLE STANDARD PK-1) NTS

MASTER VALVE AND FLOW SENSOR
(CITY OF ROSEVILLE STANDARD PK-2) NTS

RECYCLED WATER FILTER
(CITY OF ROSEVILLE STANDARD PK-4) NTS

PIPE AT PAVEMENT
(CITY OF ROSEVILLE STANDARD PK-5) NTS

PIPE TRENCH
(CITY OF ROSEVILLE STANDARD PK-6) NTS

POP-UP SPRAY
(CITY OF ROSEVILLE STANDARD PK-8) NTS

ROOT WATERING SYSTEM
(CITY OF ROSEVILLE STANDARD PK-9) NTS

THRUST BLOCKS
(CITY OF ROSEVILLE STANDARD PK-10) NTS
VALVE 3" AND SMALLER
(CITY OF ROSEVILLE STANDARD PK-11) NTS

QUICK COUPLING VALVE
(CITY OF ROSEVILLE STANDARD PK-14) NTS

REMOTE CONTROL VALVE
(CITY OF ROSEVILLE STANDARD PK-15) NTS
RECYCLED WATER 3" & LARGER SERVICE
(CITY OF ROSEVILLE STANDARD RW-4) NTS

RECYCLED WATER USE SIGNAGE
(CITY OF ROSEVILLE STANDARD RW-9) NTS 24"
10"
12) FINISHED SIGNS MAY BE PURCHASED FROM ZAP MANUFACTURING, INC.

POP UP BUBBLER NTS

FINISH GRADE, REFER TO PLANS
PLANT WELL WITH GRATE. REFER TO
PLANS.

POP-UP BODY

MARLEX STREET ELLS
FLEX SWING JOINT POLY PIPE - 12" MIN.

LENGTH
PVC SCHEDULE 40 90 ELL (SxT) OR TEE
(SxSxT)

PVC LATERAL LINE

FULL CIRCLE BUBBLER WITH

PLASTIC ADAPTER

SECTION SIDEWALK, CURB, MOW BAND,
HEADERBOARD, ETC. REFER TO PLANS

PRESSURE REDUCING VALVE NTS

BRASS BALL VALVE - LINE SIZE

PRESSURE REDUCING VALVE
BRASS UNION, TYP.

FINISHED GRADE - CONCRETE PAD

WITH MEDIUM BROOM FINISH,

SLOPE TO DRAIN

PRESSURE REDUCING VALVE CAGE

SIZED TO MATCH DEVICE SIZE

REQUIREMENTS

CLASP AND VANDAL PROOF LOCK

COMPACTED CLASS II AGGREGATE
BASE, REFER TO SPECIFICATIONS.

COMPACTED SUBGRADE, REFER TO

SPECIFICATIONS

DUCTILE IRON MAINLINE

ALL NIPPLES & ELLS ABOVE GRADE
ARE TO BE BRONZE (TYP.)

BOOSTER PUMP NTS
DRAWING NAME: Y; \Projecb-F0\2021\2103800 - Ro~eville 6 Soccer Complex\CAD\_L.D6-Dll.dw9 PLOT DAlE: 04-28-22 PLOTIED BY: statlon49 FILE NAME: DATE DRAWN:
r"\r"'.>AU/t,.I nv.
v
111
•
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NOTES:
. . . LI
'
"""----------
@)
7 30" (l.liri.)
-0
.,
Sll'.lhl, EU.NKS TO BE AWIIINUII SHEET ALLOV O.BO GAUGE OOR>IERS TO HAVE I" RADIUS ARC. SIGN TO BE PAII-ITED AS SHIJill'N WITH REFLECTl't'E WHITE 8.0.CK. SICN TO SE OOU8LE SIOED.

THE PURPLE ARU ~S SHOWN Sll.'.LL 8E PER THE F"ClLLOWINGa ALL LETTERS WHITE, roHT TYPE GEORGIA, "lrrigal,od with" SHALL BE 72 PT AND "lwcyd•d Wlrler" S~LL BE HO PT. BOLD IIIATCH CASE. lhl'TERNATIONAL "DO NOT DRINK" SY~BOL: BL'.CK CUP 3" I>! HT. S'l'olBOL WITH RED CIRCLE 3 1/2" DIA, A..,D SLASH, THE BL.AC~ LETTERING AS SHOWN SHALL BE PER TilE FOLLOWI...C: ALL LETTERS BLACK, FOMT TYPE ARIAL AND ea PT. BOLD, hlATCH CASE.

CURRENT APPROVED CITY OF ROSE\'ILLE LOGO PLACED AS SHOW .... 1 3/4" SQUARE PERFORATED STEEL POST POWDER CO.I.TED WHITE. 2" SQUARE GALV, STEEL ANCHOR SLEEVE MIN, 24" DEEP. SET SLEEVE r ABOVE FINISH GRADE ANO PROVIDE HOLES FOR THE ~/16" HEX HEAD CAP BOLT.
1D" DIAMETER BY 24" DEEP CONCRETE FOOTING,
FINISHED GRADE.

HI) ~/16" GALV, STL. HEK HEAD C>P BOLTS WITH NUTS
11) MOUMTIMG HARDWARE SHALL NOT CBSlRIJCT THE >'IEW OF AMV LETTERINQ LOGOS, OR SYMBOLS.

RICHARD PLECKER EN\.IRONIJENT.!,L L TILITIES CIRECTOR
c11,c, ~'Cfr ENVRONMENT/1.L UTILITIES
ROSE,ILLE IJlPArl IMlN I C AII FO ., MIA

RECYCLED WATER

USE SIGNAGE
SCALE: NONE
RE>'ISED: JANUAR" 2076 RW-g DRAWN BY: Fi. VAN NESS
APPROVED 3Y: RICHARC PLECKER
NO WATER IS TO BE DRAWN THROUGH THE BACKF"LOW OE\IICE UNTIL IT HAS BEEN TESTED BY THE EN-...ONMENTAL UTILITIES QEf'T.

PIPE SH"Ll BE DUCTILE IRON.

SPOOLS UPSTREAM ,&,: DOWNSTREAM OF "ETER SH"U. BE 5X TI,E PIPE DIAMETER PIPE AND FITTINGS SHALL BE WRAPPED 8 MIL POLYETl-lYLENE USE OTT APPROVE:~ RHTI'I.INEO JOINTS OR FLAN<aEO SPOOLS WATER METER SHA..L BE PURCHASED THJ>OUOH "TclE CITY. PUJ>Oa>SE INCLUDES IN5TAU.ATION.

BOl<ES SHALL HAVE IAETAL UDS MARKED "REC"a.ED WATER"
\lll"Tli 2" I.ETTERS
FlNISH GRADE 8
C 0. 0):_a:,· 0~ "' .,.-Fl'p
I
I
0 II II( ~1-1 ~tt--ffl"uµ_'1-l411-II_II.,,, l,W'-<l~H~h ''='
3/4" DRAIN ROCK 3/"t" ~RAIN ROCK
2" IN DEPTH 2" IN DEPTH
ABOVE SLUMP BLOCK -... ABOVE SLUMP BLOCK LOCKING ,/ \ ,/ GLANDS (TY"() 0 ( 3/4" DRAIN ROCK 8" IN DEPTH

BELOW SLUMP BLOCK
~-------../
1)
~
MS BOX YilTH 10" ~S100. MORTAR JOINTS INSIDE & OUT
3/4" JRAIN ROCK 8" IN DEPTH
BELOW SLUMP BLCCK 0
~ CHARD PLECKER - I 2) METEJ> ;\Ill-I STRAINER (PUIWHASED Tl-lR<l~GH CITY) F"NVIRON~•FNTAI IITII ITIFS l'll~Fr.m~ J. 111
SEE DETAILS~ /
W-15 AND W-16 L__/
INSTAL_ IOI.ER SPOOL D~RINC INS-ALL.-TON OF "ETEF BOX.
~) R~ILIENT ~,'-T CATE: VALVE (HR!-)
4) SINGLE C><ECK BACKl'l.OW DEVICE, AWES 10009S, (STAINLESS) OR NJERIOAN FLQW CQNlllOL 2100 (af'OXY) ifosE'~TLJ.E ENVIRONI.IENTAL UTILJllES DEPARTMENT C• '-"0'" " ~) B4B BOX .. TH 10" EXT'E:NSION. l,IORT .. R JOINTS INSIDE "' OJT ~) CIT'!' APPRQVW TRAC N~ \IISRE
7) INSTALL CONCRE'TE BRICK (3'' X ~")
UNDER EN11RE P£RlldETER OF BOXES;

RECYCLED WATER
3" & LARGER SERVICE
=
a) ~Nc.RA"VEO STAINL~S STE:EJ.. REC'l"CL~O WATER 10 TAQ ~) .<"-M" ,.I,.> >HAI I I<> 1M" MIN II) ,n• ,_AX
~• OR 10" Pl~E Sl<ALL BE ::,::,• Ml~. TO :26" MAX.
10) E>l<lRAvEll STAINLESS STEEL ADDRESS TAO AF"F"l><ED TO W"TEF WLllaR LIO.

S::ALE: NONE
REVISED: ~IANUARY 2021 DRAWN BY: R. VAN NESS
APPROVED BY: RICHARD PLECKER
,- SCH 3C· Tl1READED UNION
/4_,--C.LC.<.:llllC llu.llllC <;DNlll\JL VALVl
'/LOOPED TRACE ~RE (INSULA""ED)
//SCI-I BC- THREADED UNION
FLUSH 11.ITH AD.AC.NT HAR~SCAPE, CIR / /// r BRASS BI\U. VALVE (LINE SIZE. ORIENf H/ll,IDLE TO SIDE) r 1-1/2" J\80\oE FINIS.. GRADE IN SODDED TURF~/;, '1,-VAL';E BOX PER SPECIFlCAllONS DR FLUSH 111TH SEEDD TllRF, Cfl //1 2" ABOVE FINISH CRADE I~ PLANTINC 3ECS /: 1 IFNISH GRADE BEFORE PLANTING 1: ,:~.\ \ \~- ~Li,:;:,-,c_ / 2 / // / 2" \ _l;y7.u1.,:.-.:/ /? .. ::;; 3i '\·--~-\l'..\ '1/ ~ / ,' , ~j ,' 1-_-~ B5" OO~PACTED SJBCR~DE . r cL£~HAACE --, r ~- , 1 .'_-.• · scH 80 NF'PI.E (TYPICAL) ~ .I AROUHD PPE TYP \- / I t--- 'IIIUP BOX \'tlTH FILTER FABRIC j_ t---;;c===~-c, :;/ --- SCI-I 80 PVC FEMALE AC AP TOR ! ): 'I ~ FL:w ~ ~pir1 I
II
I ~cH M pv,,~ 45, F11
t .. ""~ °' ,;,· "'~"' '-"" ::, F'EA GHA\IEL BELOW V/\LVE WflES r PRFSSIJRF M~.I~ I INF I AND FlTllNG
STANDA'<O BRICK, TT'PIUL FlJUR (4) LOCATIONS1. INSTALL >'ALVES A IIINIMU., OF" ·2" moM STRLCTURES DR HARDSCAPING. PARKS, RECREATON & LIBRARIES DIRECTOR

2. l~STALL VALVES IN PL~.NER BEDS WHEREVER POSSIBLE
RW-4
J. PLACE V.~LVE EC•X AT RIGHT A~GLCS TO STRUCTURES OR HARDSCAPING.

1. INST/\1.L "J.''J.VE BCX SD 7'AT TCP 0,- BOX IS fWSH ~Tli /,[)JI\CEIH HAADSCAPIN~. 5. USC TITLOO TAf'c:: ON ALL r.lAL[ Tll~[fflS.

PARKS, RECREATION, & LIBR.~RIES
DEPARThlENT
&, PRO\ll)E s:HEDLU: 80 THREmED UNIC~ ON ~STREAl,I SIDE.

7. INSULATE AROU~ P1PE AT BOO: O'Et,INGS WITH PLASTIC SHEETir.lG TO PREVENT SOIL FROM H TEl,INC BOX. a REFER TO SPECIFICATIC~S FOS REOI..IISEMENTS FOR TAPING, ~PANSION COILS, 'MRC ('.O~FCTl'N:';, r-c. ,:+. ALL ROIS 9-IA.L BE TAGGED INDl~llNC STATION fS.
1Q. ALL VAL•,£ BOXES SHALL H"VE STATID~ fS PERMANEt,LY BURNED DN VALVO BOO LID5.

MARKNGS SHALL BE .G FOLL~S: TUR" VA_\IE5: Tf LA~JSCAPE ~J,EA VAl.\£S: Ljf Bl.eBLER W,L'JES: Bl
VALVE

REMOTE CONTROL AT GRADE
SCALE: NONE
REl,lSED: ..I.IL Y 2021
REl,lE\\'E □ BY: T. GEE
APPROVED BY: J. OELLER
PK-15
•
FLUSH VIITH AOJACEN- HARDSt,;APE, OR
1-1/2" ABOVE FINISH GRADE IN SODDED T\JRF, /V,O,L\/E BOX Pn SPEClflCATOI\IS OR FLUSH WITl-1 SEEDED TURF, OR
~ 0,_•0; 0a0 0~~"a"a"c"-~=m='c'c'_e0~="c"c'~"orncs~_ 7 18" MAX f C Ir.~-,~.
3• t.lAX. =---11·:>-•:

I -~~--
L FlNISH G~AOE
BEFORE Pl..ANllNG
----WRAP BOX WITH
Fll Tm FABmc
/ ST MID ARD BRIC!(
l'II'. (4) LOCAll□NS
------5• DEPTI-1 OF" 3/8" PEA
GR.~VEL BELOW '"AL\IE
f---Hl-----sa-i 80 P\IC NPFlE, 12" LONG
STAINLESS SlEEL SCllEW -·
CLAUP -WO (2) P _ACES - 2" X 2" , 1/4·)" ANGLE IRct,J (:56" LctlG) SCI-I 80 PVC 90" ELI_
SCH 80 PVC NIPPLE (ti" L(JIIG) ~ sa-1 80 90" SlREET ELL ___ ___,.--- PRESSURE MAIN LINE
=

1. INSTAU. \/AL\IE 60)'.ES so THAT THE r OF Tl-IE BO~ IS FLUSH Vllrl Tl-IE ror Of Tl-IE /!DJACENT HARDSCAPE. Z USC. I C.1-LlJ~ IAlt. ON ALL I HNll\Ulc.lJ CUNNlC I utlS __ ,,- OCO~llli~~~~liil S-fgURE
B>.C<:FILUMG 'MTH GR~,EL
:~;, ~ '~MAr.UNE ----

0..!. ! ' 0 '~ PV(: 1.!ALE X BEL AD~.PlER
CL£~H j/4" QA, )~AIN ROQ(
Jc "' ,,. .. ~rm
"'1ES_

1. rotJPACT ~OIL AROUNC 80~ TO go,r: IJINIIJUIJ OO~PACTrn.

2. PL-.CE DRAIN ROCK PRIil.: TO INSTALLIN3 VALVE BO~. J. CATE Y/,J_'/F. ~ND FITIIN~S Sf-ALL DE LINE 'llZE UNLcSS GlHER'l,IS[ i'IOlID.

4. USE: EFlON TAPE IJJ ~.LI. TliREAOED FlnN~S.

5. L0(;/11[ YAf.'Ci ~ SHRUB/(llOO~Doo,ER ~llEA~ 1\ttENE\rn FO~IBLE 6. LO[I' EXTRA TR"-CER VilRE UP TO TQP OF BDK.

PAR~S, R~CREAllON ,a,; UBR,<,RIES Dl~ECTOR
PARKS, RECREAllON, &: LIBRARIES
DEPA~lME~T
SCALE: NONE
VALVE

QUICK COUPLING
RE\IISED: JULY .20.21
RE\olE\\'ED BY: T. GEE
/IPPRC\IEO 3Y: J. GELLER
PK-14
PARKS, REGRHTION & UB~ARIES DREGTOR
NRKS. RECREATIO~. & LIBRARIES

DD'ARTMCNT
VALVE
3~ AND SMALLER
SCA_E: r-lONE
RE:\11Srn, JULY 2021
RE\/IEWEC BY: T. GEE
APPROVED BY: J. GE_l_ER
PK-11

MINIMUM BEARING SURFACE AREA
=

1. SIZE Tl-lRUST BLOCKS A5 SFECFIED ABOVE.

2. DO NOT ENCASE CCNTROL WIRES IN 1}-IE CONCRETE.
e,~
SIZE
1-1/2"
,.
3•
a·
lEE AND
PLUQ
O. 4{; SQ. FT.

0.69 SQ. FT.

1.0 SQ. FT.

1.48 SQ. FT.

2.43 SQ. FT.

5.25 SQ. FT.

9.D!l SQ. FT.

14.9.3 SQ. FT.
90 DEGREE
BEND

0.63 SQ. FT,

0.97 SQ. FT.

1.41 SQ. FT.

2.10 SO. FT.

3.45 SQ. FT.

7.4· SO. FT.

12.~.3 SQ. FT.
21 .07 SQ. FT.
45 DEGREE
BEND

0.34 SO. FT.

0.53 SO. FT.
cl.77 SO. FT.

1.14 SQ. FT.

1.87 SO. F4.02 SQ. FT.

5.S5 SQ. FT.

11.44 SQ. FT.

P/\RKS, RECREAllON & UBRffllES DIRECTOR

PARKS, RECREATION, & LIBRARIES

DEPARTMENT

THRUST BLOCKS

3. ALL FITTINGS MU$T BE '1/RA.PPED WITH POLYETH'fl.E~E TO P~EVENT CONCRETE FROM ADHERING TO BOLTS C1< P PES. SC/I.LE: NO~E
L JOINTS AND BO_TS SHAf.L BE ACCESSIBLE FOR REPAIRS.
(CXCEPT :2'' BARK IN MULC: -uRF) ~

FINISH CRADE CRATED
EDGE OF ROOTBAL~,\
o,a~
NOTE
' ____:o
.25 OR ,50 GP~ BUBBLER___- ~/
.,//'
CHECK VALl'E_......-
ROOT INTRLSIO~ BARRIER

1. INST/Ill. IILTCR IA RIC Sl.[[V[
-

2. SEE PLANS AND SPECS FOR APPRO\IED 14ANUFACTURORS AND MODEL NUMBERS FLJSH~,
SO PVC ~IPPL~ ~
(12" LONG) \
SC-I 4D PVC 9D STREET ELI.

NOTES

1. _OCATE HEAD 2" FROWI \\'AL.KS, CURBS, HARDSCAPING, MOW STRIPS, AND HEADER 30ARDS, OR AS REOJIRED 3Y ClJRRENT ~LO REGULATIONS.

I '
REVISED: JULY 2D21
RE\IIEll'ffi BY: T. GEE
APPROVED BY: J. GELLCR
,9E.~
PK-10
PARKS. RECREATION & LIBRARIES DIRECTOR
PMKS. RECREATION. & LIBRARIES
DEPARTI.IENT

ROOT WATERING SYSTEM
SCALE: NONE
REVISED: JULY 2021
REVIE\IIED BY, T. GEE
APPROVED BY, J. GELLER
PK-9
r Fl~ISHED GRADE
~',,';>»,<
,,..---- SCH BO PVC NIPPLE
L,/ (f" LONG)
40 PVC 90' ELL
-............__ SCH 40 PVC 90' STREET ELL

LATERAL
PAR{S. R~CREo\llON .!t LIBRARIES Dl~ECTOR
ROsifV'iuE

CALI CR HI A
PAl'lKS, RtCRtA110N, & LIDRARltS
DEPAAll,IE'IT

POP-UP SPRAY

2. _QCATE '.:PRAY HEADS 12" FROM ALL STRUCTURES IN TU~F AREAS AND 6" FROM ALL STWCTURES IN GROUND-COVER AREAS.

3. JSE TEFLO~ TAPE ON AU. -HREADEO FITTINGS. DO NOT USE MARLEX FITTINGS.

4. ~R.EFABRICATED SWING JCINT Ali£ ALLOWED, UPON APPROVAL.

5. S" LONG SCH 80 PVC RISER NIPPLE NOT REQUIRED FOR 12" POPUP HEADS.

S~ALE: HONE
RE\IISED: JULY 2021
RE\IIEWED BY: T. GEE
APPRCVED 3"\', J. GELLER
PK-8

PRESSURE MAIN LINE
1" t.llNUS BACKFILL PROCESSED
T□ 95a': RELATl\lE CO~PATION

PARKS, RECREATION & LIBRARIES DIRECTOR
P.ARKS, RECREATION, & LBRARIE5
DD"ARThlrnT

PIPE TRENCH
= l R[Cl..l\l~[O 'NA l[R R[clJIR[S URl[D T /\P[ UN[ P=R PU[LIC ~OOKS C0~STr::UCTl0r-1 S~Al.l: N<.JNl STANOAR)S.
'
6" TYP.
\
'
REVISED: JULY 2021
RE~lEWD BY: T. CEO
APPROll[D BY: J, GELLER
INST ALL INSULATED COPPER TRA:::E
>'/IRE IN MAINLlr-.E TRENCH, LEAVE
B" LOOP EXPOSED IN E.AO, VALVE
BOX. SOLDER ANY SPLICES IN
TR.-..CE WIRE. GFiEEN IN CQLOR
_,,,- CONTROL WIRE, SLEEVE UNDER
..-- PA\111\G, SIE AS REQUIR:C:D. INS-ALL
ADJA:::ENT TO PRESSURE MAIN LINE.

BUNDLE SHALL BE \IC 14ffiE THAN 50%
OF PIPE DIAMETER.

SLEEVE JNDER PAVING

TWICE TI,E DIAMETER OF
PRESSURE MAIN Ll'JE.

PK-6
L_ MI\IN LINE PARKS, RE~REATlON & Ll8R"d,IE5 0.RECTOR
NOTES
'

2. ALL S_EEVES TO BE SCHEDI..LE 40 PVC. PIPE AT PAVEMENT

3. 4.

EXlEND ALL SLEEVES 12" BEYOND EDGE OF HARDSCAPING.

CAP BOTI, ENDS OF ALL SPARE SLEEVES AND MARK BOTI,
3~ LCCA TOR BALLS.

INSTALL SPARE SLEEVE UNDER ROADWAYS

ENDS WITI,
SCALE: NONE
RE\/ISD: JULY 2027
RE\/IEVIED BY! T. GEE
APPROVED BY: J. C:ELLEJ;
,,..---- BRASS BALL VAL VE
~ RECVC:LED WATER FL TER // BRASS BALL VALVE~\ , / ,r- NIPPLE , \ 1 RECYCL.EO WATER STICKER / /
r-ll~PL~~I _\'\,, - -\--\- - - - ---:::,,-: ... y/ ,...-BRASS 90 DEGREE , \ \ // _.....- ELL, T\'P.

I
' f\ \ \ ~/ /'I// ,-INSULATING BLANKET
, \'. il/..,A _ _..,./ I 1)1' / V / BRASS UNION
11111 11 ~A ~ 11 I) ( Ill / .
: ' " ~V'il 0,~P " ( // '"'°'" wms "'°'"
I ,r -----"c [ /Y r 5• THICK CONCRETE PAD
R~CYCLD WAC:R
;; I0:~ls! T- 12" Ml~. 2'·" MAX. I /
/ / COMPACTED ~UBGRADE
I -ja~~~~e""~~=~-<""-,j- __J /, ,,..--BRASS NIPPLc, TYP.

I • . < ··~. ' •• s ' <. .. ;/I //-BRASS COUPLING
'·,>:',\. '-...'>;• .. " . / . '1/ SET FLUSH 111TH CONCRETE, TYP ,,; );,;, -0(·., ;;;;>,; ~--,; ' .. '<(:<'),,_\_'),.,'-..,<< "'-1/::,// ...--12")(12"Xl2" :ONCRETE 1}-IRUST BLCCK. ~- c,//J[1/,. ;>:,, ...,. .... / m rn
PK-5
F/\RKS. RECREAllON & UBRARIES DIRECTOR
= PARKS. RECREATION, & Ll~RARIES
DCPARTMCr-lT
I. USE TEFLON TAPE cl~ ALL -HREADEJ FITTINGS.

2. LOC~.TE IN SHRUB/GROUNDCOVER AREA \lil-ENEVER POSSIBLE.

3. PROVIDE INSLLATIN8 BLANKET C\IER RECYCLED WATER FILTER

4. PIPE ANC, 'lTTl~GS 3" OR SIJALLER SHALL BE BRASS; 4" OR LAR:SER SHALL BE DIJCTlU: IRON.

RECYCLED WATER
FILTER

5. RECYCLED WAT~ STICKE~S SHAU. BE PJRPLE AND SHALL REAC· "RECYCLED w:,.TER - DC NOT D~INK" J;GALI:.: NO~l
2" CI.EARNICE AROU~ PIPE TYP.
=~
F"ROM PUMP
·-
/ ,·
0 I nNISH GRAOC BEFORE rl.'.NTING
I:\' ,'"_:I, 1
\ •:_.:;',, '.J,-., j.'..!:j '1 \~- ·.\ \ k-,
/E15!11 ~OMP ... CJED SUBGR.tdlE
~II BC NIPFU: (TYPCAL)
~wR~F 80)( ""™ FL"ER FAllRC --
---SOI 40 PVC FE~ALE ADAPTOR ---
REVISED: JULY 2D21
RE\1E~ BY: T. GEE
APPROVED B~, J. GEi.LOR
f"LDW ldCTIR -
SCH 60 TEE [
YELLOW & itlilTE WRES TO CONTROI..L£~
'
JI IIILJ I I II ~INlt,Hlll lFNt.TH ,n~ ,1A [lf" r1or ~17r II - ~ ,...J BWE & WHITE l\lRES TO C0Nffillll£R ~ / 6• DEPTH OF J/8" CIAMETER PEA GRAVEL BELC·VI' VALVE
STA~ARD FfilCK, TT'PICAL FOUR (4) LOCATIONSC~DUIT TO CONTROi.LEi! - Ml~IMUM LENGlH 5X DIA. - / OF PIPE SIZE
,;[;H 4J PV<; 4~' lU. -'
PK-4
PARKS, RECREA7D~ &: LIBRARIES DIRECTOR

PARKS, RECREATION, & LIBRARIES

DEPARTMENT
= 1. INSTALL VALVES A MINMUM OF 12" FROM SlRUCTJRES OR HARIJS:APING.

2. INSTAU. VALVES IN PL.INTER EEDS 'l,HEREIIER POSSIBLE. 3. Pl.I.CE V/\L\E BO~ ~T RIGHT fflG.ES TQ STRUCTURES OR ~ARDSO\PING.

4. INSTALL VALVE BDK SO lHAT TOP Cl' 30X IS FLUSH \\lllH ADJACENT HIIRDS:APING. ~ USl IU-LUN IAl'l ON AL MALl IHRC.~~S.

MASTER VALVE

CALSENSE

6. INSJLJ\TE AROUND PIPE AT BCK OPENINGS WITil PLASTIC SHCEllNG TD PRE\IENl SOIL rno.i EN"TERNG EO~. 7 REFER TO SPECIFlC~TIONS FOR REr;;t.JIREMENTS FDR TAPING, EXP/\HSIOOI GOil~, "'RE OONNECllO~S. ETC SCALE: NONE B. FOR USE ;\llH C;,l,LSENSE CONTROLI.ERS CNLY.

AL TOMAllC SPRINKLER CONTROL UNIT,

SECURE TO A VANDAL RESISTANT
ENCLOSURE /\ND SECl.lRE E~CLCSURE TO
A CONCRETE PAD. SEE IRRIGATI::JN LEGEND
FOR 10\NUF/\CTURER /\ND MODEL NUMBER
OF CONTROLLER /IND ENCLOSURE.
- ---
RE\IISED: JULY 2021
RE~lEWED BY: l GEE
APPROVED BY: J. GELLER
~ CONNECT CONTROL ANC COMIAON WIR~S
/ Ill IL~Ml'IAL SlilPS IN LNCLUSUl<l.
/
LEAVE E~OUa-i D:CESS WIR~ TO ALLOW
FOR EXPANSION LOOP. 'Nii£ SHOUD
/ REACH 1}-IE TOP OF T~E ENCLOSURE.

INSTALL GROUND NG ~00 PER MANUFAGTJJRER'S

RECOMIMENDATIONS
-- ,r===,i// _....--ON-OFF SWITCH /.,NC 120 va_- GFl
/ WEA1}-IERPROOF OUlLET. (LOCATE
.. •,,
./ INSIIJt tNCLUSUls!L)
i D. / .,r CON CR CT: rooTING, INSTALL AOOV[
/ AU. WEATHER FOAt.l SEALAr-lT
. Gi<A L, SLOPL IOP Ill lJl<A N A I
A MINll,IUIA o~ 2io;_
~ 11 FI~IsH cRADE

DEPTH OF CONDIJ T PER LOCAL CODC
IJ=R
PROVIDE SPARE 3" DI,\. MINIMLM PVC CONDUIT,
EXTEND 6" BEYOND EJGE OF CONCRETE ~ ~ ...._,,_
PK-2
PAD. S[AL [ND 1'<171 DUCT lAF'L /,,,,- _,.O'.:::;, '., ...__PROVIDE 3/~" DIA. Ml~IIJUM PVC CONDUIT ~oo /' ,.,- --.., MASTER VALVE AND Fl:)W SENS □~ \'~RES PR;:l\.'IDE ::,• DI",. MINl\olUM PVC CONDUIT FOR V.lRES. _/ / '-........_ ,.

EXFND 6" BEYOND EDGE OF CONCRETE PAD / PROVIDE 3/4 DIA. Ml~IMUM PVC CONDUIT ~oo - • / PUMP CCNTROL WIRES ELECTRICAL CONDU T PER CODE TO POWER SO.IRCE ____,..-- NOTES
1 COMIAOO 'MRE TO BE WHITE & CONTRO_ WIRE TO BE RED IN COLCR. :IU~DLE /IND TAPE AT INTERVALS OF 1D FT. 0. C.

2. NO SPLJCES SHALL BE MAD~ BETWEEN CONTROLLER AND REMOTE CONTROL VIILVES UNDER 500 LJNEA.L FEET.

3. ORDER W,1}-1 MANUFACTlJRER'S FACTORv FINISH STAINLESS STEEL ~- INSULI\-E AROUND INSIDE BASE OF BOX Wl77 /\LL WE/\Tl-lER FO/\M SEALAtC

5. GROUNDING ROD SH~U BE INSTALLm PER MANJFAC7JRER'S RECOM~ENDAllONS ..

6. GROUND T[ST TD □[ C:JNDUCTD AITCR INSTALLATION, NOT TO [)(C[[D 25 0 IMS.

7. MASTER VA_\/E WIRE SHALL BE BLUE.

8. PROVIDE CO_OR CODED MAP OF VALVE LOCATIONS.

F/\RKS. RECREA110t. & LIBRARIES DIRECTOR
ROsEfiuE PARKS, RECREATION, & UB~ARIES

DEPARTMENT
'" " 0 "" "

CONTROLLER
SCALE: ND~E
R~l'ISE □: .UL Y 2D21
RCl'IE\l'ED 9.,-, l. GEE
APPRD\IED BY, J. GELL:::R
PK-1

VERDE DESIGN
LANDSCAPE AROilTECTIJRE
CIVIL ENGINEER!~

SPORT PLANNING & DESIGN
1843 Iron Point Rd, Suite 140
Folsom, CA 95630
tel, 916.415.6554
fmu 916.415.6525
www.VerdeDesignlnc.com

ABCDE FGHI JKLMN OPQRS
SHEET NO.

PROJ. NO.

DATE ISSUED SCALE

DRAWN BY CHECKED BY
DATE

CONSULTANT

SHEET TITLE

PROJECT NAME

PROJECT ADDRESS
NO. REVISIONS

SUBMITTAL
STAMP
DATE

ROSEVILLE

SOCCER COMPLEX
2600 WESTBROOK BLVD
ROSEVILLE, CA 95747
30% SUBMITTAL 04/29/22
04/29/2022
2103800

SHRUB PLANTING
(CITY OF ROSEVILLE STANDARD PK-18) NTS

TREE PLANTING
(CITY OF ROSEVILLE STANDARD PK-20) NTS
HEADER
(CITY OF ROSEVILLE STANDARD PK-25) NTS

PER SPECIFICATIONS

PLANT WELL WITH GRATE NTS

REFER TO PLANS

REFER TO PLANS -- POP UP

BUBBLER

TREE GRATE, REFER TO

SPECIFICATIONS

RECESSED LIP FOR TREE

GRATE'S ANGLE FRAME,
TYP. INSTALL PER

MANUFACTURER'S

RECOMMENDATIONS
#4 REBAR HORIZONTAL

CONTINUOUS, CENTERED,
TYP.

ROOT BARRIER; INSTALL 3"

BELOW FINISH GRADE OF

PAVING AND AT BACK OF

PAVING, REFER TO
SPECIFICATIONS.
6"

PLANT, REFER TO

SPECIFICATIONS

CONCRETE CURB WITH

MEDIUM BROOM FINISH
LENGTHWISE, TYP.

TREE GRATE, REFER TO

SPECIFICATIONS

RECESSED LIP FOR TREE

GRATE'S ANGLE FRAME,
TYP. INSTALL PER

MANUFACTURER'S
RECOMMENDATIONS. B
D2.1

CONTROL JOINT
TYP. A
A'
6" TYP.

SECTION
PLAN

BACKFILL MIX - REFER TO

SPECIFICATIONS

GROUNDCOVER PLANTING
(CITY OF ROSEVILLE STANDARD PK-17) NTS

SHRUB ON SLOPES
(CITY OF ROSEVILLE STANDARD PK-19) NTS

TREES ON SLOPES
(CITY OF ROSEVILLE STANDARD PK-21) NTS

IRRIGATION AND

PLANTING

DETAILS
NTS
LD6.2
IRRIGATION AND PLANTING DETAILS DRAWING NAME: Y; \Projecb-F0\2021\2103800 - Ro~eville 8 Soccer Complex\CAD\_LD6-Dll.dw9 PLOT DAlE: 04-28-22 PLOTIED BY: statlon49
►
' ' -'.+-------+-----
;~;i, .~-:, ,-------------~-
►
/_
\____)
I PLAN "1EW I
=
2'" TO FINISH GRADE

BEFORE PLANTING
(PLANTING EEDS)
,,·
I
I
/,,,._,,,,",I

SECTION
• 6" HEAOERBOARD
1 1/2" TO FINISH

GRADE BEFORE
FL.ANTING (TURF:

1. USE TWO 1• • 6" REDWOOD Ot-1 ALL CIJRIJES (1'<1-ERE NECESSARY).

2. INSTA..L ALL STAKES AND SPLICES ON PLANTING 9DE Of" HEADER BOARD.

3. ALL NAILS SHALL BE GALVANIZE □.

4. ALL WI.IBER SHALL BE REDWOOD, RCMJGH CONSTRUCTION HEART GRADE IN ACCORDANCE TO CAUFO~N A REDW::l D ASSOC1A TIO~ GRADING RULES. ------------

SPLICE DETAIL
PARKS. RECREATION & LIBRARIES DIRE•:TOR
SCALE: NONE

PARKS, RECREATION, & LIBRARIES

DEPARTMENT
HEADER

5. UTIUZE ONLY AS APPRO\IED BY CITY. 0:) NCT JSE IN TURF OR PLAt-. TED A~EAS RE\11:lEO: JULY 2021 AE\11= BY: T. CEE
,1,PPROVED BY: J. GELLER
PK-25
r,0,tJ -15 GALLCN TREE, REMOVE NURSERY ~) _ ,) i;.6.e'i:1 rJ ,,- 5TAKF5 /I.Nil I FAVF I Cl\\'FR ARANr:HFS. i~:;:;, \ ~-/,,. / STAKE ACCORDING TO PREVAILING ~ND
~<%· A ;~ Y> .,,./-- ,.-me LODOEPOI..£ PINE STA~ES (SEE SPECS FOO CIAMETE:;:; "ft--....,r ·;$ fl') _,/,,.. / DO NOT TOUCH ROOT BALL, PL/1,CE APPROXIMAmY 2' t-;;;;;;;;--,;;;;;;;--;;;;---:{"'F-~~!,,,..,., / AWAY mow ROOT GALL w,,,, INSTAI I ARA OR TIFS I // fl" IN A FICURE 8 LOOP _J l'I _,/ // SECURE ARBOR ll~ TO TREE STME YIITl-1 MAIL ~ SFACE llES 2"-3" 1/,1 // ,r-FINISH GRADE ,::: APART ~TI-1 SLACK ,, , ~ /'/½-(;[)\IFR i!RIPI INF WITl-1 :'I" I AYFR OF
; ~ / / :~::::,:::":::,:· ,'."'' "°" ~ /j / / ABO'd: FINISH GRADE

ROOT BALL
-la..£ 9ZE:
:!-X WIDER THA'I

ROOT BALL
FILL ~T-1
NHI\IE SOIL.
.-,. ,I w·-:. ,- [)()STING SLOPE TO BE 2: 1 MA)(JMUl,t
··:.-:J.!: t,,Y, ,,
1::.-:-
··; ,-. .(_--..BLEND INTO EXISTING SLOPE.

1.:--. . .r- -...... ·, )_I.: • -t· "
I I '.'- I I •, ,
II ~ lJ II '-._ --...---------¥ V -~
"'-EX.ACAVATED SOIL, FOOT TAMPED

INTO PLACE PRIOR TO PLACING
TREE IN BASIN. SCARIFY UNDER PARKS. RECREATION &: LIBRARIES DIREC-IJR ROOT EALL.

NOTES

1. !iCOe!l ·<UUI t!ALL ANl.l OJI Glt-o:JLING t-o:UUIS UN ALL CUUe! Sll.ll';:; ut- t-o:UUI IIALL ?. TRFFS FLJRNISHFD IN 615 NURSFRY C(]NTAINFRS RFQIIIRF ?" l)IA. STAKFS. TRFFS LESS THAN 8" IN HEIGHT REQUIRE AN 8" STAKE. TREES 8' OR GREATER IN HEIGHT REQUIRE A 10" STM<E. TREES FURNISHED IH 24" BOXES REQUIRE J"" DIA. BY 10" LONG STAKES

3. INSTALL 2 AABOR TIES, AT 2/3 OF TREE HEIGHT /\-.JD 2 .~RBOR TES AT 1/2 OF TREE HEIGHT.

4. TREE STAKES SHOULD BE lt-.SER""ED INTO THE G~OOND TO A MINIMUI.' DEPTH OF 113"

5. TREES TO BE STRUCTURALLr PRJNED BEFORE PLANTING. ESTABLISH CENTRAL LEAJER AND RFnllCF flR RFMf"JVF CDl)rlli/lN"-NT I FAnFRS.
15 GAL. OR 24" BOX TREE.
"lD/OV[ NURSCRY STAK[S AND
..EAVE LOWER BR,',NCHES.

PARKS. REC RE.~ TION. &: LIB A ARIES

DEPARTMENT

TREES ON SLOPES
SCALE: NONE
REVISED: JU. Y 2021
REVIE'IIED BY: T. GEE
APPRO\IED EY: J, GELLER
PK-21
~~':w,<
"',-;;;;;::-;;;;;;;;-:;;;;;--~i:..~~rr--STA~E
' ~*~~,,~ ACCORDING TO PREVAILING WINDS.
, INSTALL ARBOR llES / ---- SEC::~R[ AR30R TIE TO TREE STAKE VHH NAIL ~ IN A FIGURE 8 LOOP.~· ' - S"ACE TlES 2" -3" 1,1---T~O LODCEPOLE PINE STAKES. (SEE SPECS FOR DIAMETEfi) i::: APART WITH SLACK. 1 DO NOT TOUCH ROOT BALL. PLACE
APPRCXll,IATELY 2" AWAY FROIJ ROOT BALL.

COVER RIPLINE
11nH J'" LA vn ~ APPRO'JED
ldLILCH. KEEP 4'"

AWAY FROM
PUNK.
/ PLACE ROOT COLLAR FLARE 2" ABOVE
-
NOTES
/ FlNISH GRAr.F
,/

F NISH GRADE
11 II,:· .. --HOLE SIZE: 3X WIDER
, " ,_ ,c_.-. TI-IA\ ~COT BALL.

II ;~ FILL w-H NATIVE sm.
~ P ...ACE "!OOT BALL ON
U~D1511JRBED NATIVE SOIL
SCARIFY Ur.lD~R ROOT BALL
I SCORE ROOT BA_L AND CUT CIR UNC ROOTS 00 ALL FOUR SIDES OF ROOT BALL.

2. FOR LAWI\ /\REAS: PROVIDE A ~,' DIA. AREA FREE OF lUR~.

3. TREES FURNISHED IN fl 5 NURSER" CCNT A NERS REQU RE 2" 01.0.. STAKE'S. TREES LCSS lllA'l 5' IN ll[IGIIT RCQUIR[ AN B' ~TAKC:. nccs a' OR GR[AlUl IN ll[IGIIT REQUIRE A 1o' STAKE. TREES FURNISHEIJ IN 24" BO~ES REQUIRE::," IA. BY 1J' LONG STAKES.
-1-. INSTALL 2 .4R30R TIES, AT 2/3 o~ TREE HEIGHT AND 2 ARBOR llES ,._T 1/2 OF lREE HEIOHT.

5. TREE STAKES 9-ICUL.D BE INSERTD INTO -HE GROUNC TO A MINIMUM DEPT~ OF 18".

5. lREES TO BE STRJCTURALLY PRUNED BEFORE PLAr-lTING. ESTABLISH A CENTRAL LEADER AND REDUCE OR REMOVE CODOI.IINANT LEADERS.
r'ARKS, RECREATIO~ &: .IBRARIES DIRECTOR
PARK'S, R::CREATION, & LIBRARIES
DEPARlMENT

TREE PLANTING
SC.I.IF: NONF
f"l['/ISl:D: .JJLY 20.21
RE'IIE'o\EO BY! T. GEE
APPR0\/£0 BY, J. G0 Ll.ER
PK-20
,,,--- 1 OR 5 GALLCN SHRUB
HOI...E: SIZE:: 3X WIDER
lHAN ROOT 3ALL ,

1. PLANTE~ AREAS SHALL HA\IE PRE-EMERGENT HERBIODE: .O.PPLIED BE:FffiE PL.O.NTING TO PRE"1::NT GERIJINATict,J OF WEED SEEDS.

2. BU3BLERS TO BE PLACED ON UPHILL SIDE OF SHRUB.

3. SCORE ROOT BALL IN IIARIOUS LOCATIONS.

PAR{S, REO:REATIOr,I & LIBRARIES DIRECTOR
e-r,o, ~ PARKS. RECREATION. & LIBRARES
ROSE1ILLE < s<IF OO "I• EPARrnENT

SHRUBS ON SLOPES
SCAL.£: NON::

REo'lSED: .JJLY 2021
REVIEWED Bv: T. GEE
APPRO';'EO BY: J. GOLLER
,..,-----1 DR 5 GALLON SHRLB
PK-19
_,.,--·///_... / 4" HIGI- X :t DIA. PLANT BASIN
'\,1 // / COVER W TH 2" LA YER OF
PLANTI'IG DEPT-I: -
DEPTH OF ROIT BALL \
\ tlACKf-lLL WIIH /0::C lXCAVil.lUJ~ ~ /,. APPROVE) MlLCH.

SOIL ANO 30% SOIL Al,IEN MrnT '-
NOTES
PE'l: SOILS FE's11LITY TEST. \ /
~ ·/
~=~· ;lf:,()i!=;S$0A,'• \\ 0~'
1), ·=· •
HOLE SIZE: 3X \lilDER -----{ ~ .'t
THAN ROOT BALL. \ [' 1/ '·•. ,.,
Pl ACF ROOT AAI I flN _.,,
LINOISTLJfiBE □ NATI\IE SOIL.
___ .,,----
----~- -----•..

1. AMENCt,lEfH SHALL BE CONSISTENT \ldTH sms FERTLITY TEST. 2, PLANTING AREAS SHALL BE TREATED WITH PRE-EMERGENT PRIO's TO PLANTING r::l PREVENT GERMINATION OF WEED SEEDS.
.3. SCORE ROOT BAL IN VARIOUS LOCATIONS.
~FINISH GRADE \\llH
4" / -~• LAYER OF APPROVED
~r / MULCH IN NCN- TURF AREAS.
.} I

COMPACTED SUBGRA E

ROOT AAI I
PARKS, RECREATION & LIBRARIES DIREC<lR
PARKS. RFCRFATION. k. IIRRARr.l
CEPARTI~ENT

SHRUB PLANTING
SCALE: NONE
RE\>1SED: JULY <021
RF\>1Fl'<Fll RY: T. GFF
AP~RO\/cD BY: J. GELL.ER
PK-· 8
, GROUNDCOVER PL.ANTS FR:)M
/
1 GALLCN CAN, FL.ATS a;? LINERS
/ 2" LAYER OF APPROVED MULCH
BUILDING. PAVEMENT EDGE OR WOOO HEADER
,... ~ r- C\
\..ls A A ;.:"'r
.~~ "1 -M1
'o ~ 'fZ'
" rn v "><:I
'-" 0
- GROUNDCOVER PLANTS FRO~
1 G,',,LLCN CAN, FLATS, :JR LINERS
PLAN
= 1. "s" REFERS TO PLANT SPACING, SEE PLANT -ABLE ON CO~STRUCTION DOCUMENTS. . ?~,--,
M.IENJED S::llL PER
SOILS FER"TILITY TEST

SECTION
PAR~S, A EC REA llON, & LIBRAR ES
nFP.o.RT!.IFNT
GROUNDCO\IER PLANTING
SCALI:: NON:

REVISE]: .JJLY 2021
REVIEIIEO e~: T. GEE
APPROVE□ Bv: J. (~UER
PK-17

VERDE DESIGN
LANDSCAPE AROilTECTIJRE
CIVIL ENGINEER!~

SPORT PLANNING & DESIGN
1843 Iron Point Rd, Suite 140
Folsom, CA 95630
tel, 916.415.6554
fmu 916.415.6525
www.VerdeDesignlnc.com
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NOTE: This is a standard symbol list and not all items listed may be used.

Abbreviations
(E)
(N)
A
AC
EXISllNG
NEW

AMPERES, AMBER ALTERNATING CURRENT, AIR CONDITIONER

AFC ABOVE FINISHED CEILING
AFF
AFG
AIC
AWG
BC
CEC
C
CB
CFCI
CFOI
CLG
COM
CT
cu
DN
EF
EA
F
FA
FACP
FBO
FF
G, GND
GFCI
GFI
KVA
KW

LED LTG
LV
M

MCA MCC
MSB

MT, MID
N
NEC

ABOVE FINISHED FLOOR ABOVE FINISHED GRADE AVAILABLE INTERRUPTING CAPACITY AMERICAN WIRE GAUGE

BARE COPPER

CALIFORNIA ELECTRICAL CODE

CONDUIT, CLOSE, CONTROL

CIRCUIT BREAKER

CONTRACTOR FURNISHED CONTRACTOR INSTALLIED CONTRACTOR FURNISHED OWNER INSTALLED CEILING COMMUNICATION CURRENT TRANSFORMER COPPER DOWN

EXHAUST FAN
EACH
FUSE

FIRE ALARM FIRE ALARM CONTROL PANEL

FURNISHED BY OTHERS FINISH FLOOR

GROUND GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT INTERRUPTER

KILOVOLT AMPERES

KILOWATT LIGHT EMITTING DIODE LIGHTING

LOW VOLTAGE

MOTOR MINIMUM CIRCUIT AMPS MOTOR CONTROL CENTER MAIN SWITCHBOARD MOUNT, MOUNTED NEUTRAL NA llONAL ELECTRIC CODE
NEMA NAllONAL ELECTRICAL MANUFACTURERS ASSOCIAllON
NTS

OFCI OFOI
OS
PB
PH

PNL PVC
PWR
QTY
REF
REQD
SPD
TTlB
TVSS
TYP
UG
UON
V
VFD

NOT TD SCALIE

OWNER FURNISHED, CONTRACTOR INSTALLIED OWNER FURNISHED, OWNER INSTALLED

OCCUPANCY SENSOR

PUSHBUTTON, PULLBOX PHASE

PANEL POLY-VINYL-CHLORIDE
POWER

QUANTITY

REFERENCE REQUIRED
SURGE PRDTECllON DEVICE

TELEPHONE TERMINAL BOARD

TRANSIENT VOLTAGE SURGE SUPPRESSOR TYPICAL

UNDERGROUND

UNLIESS DTIHERWISE NOTED

VOLTS, VOLTAGE

VARIABLIE FREQUENCY DRIVE

ELECTRICAL SYMBOL LIST
W/
WH WP
XFMR
WITIH

WATER HEATER WEA TIHERPROOF

TRANSFORMER
Connections/ Equipment
© CONTACTOR COIL
[IjJ HEAVY DUTY FUSED DISCONNECT SWITCH
Q) OR Q] JUNCTION BOX

JUNCTION BOX WITIH FLIEX CONNECTION TO

EQUIPMENT

WALL-MOUNTED JUNCTION BOX
'a MOTOR CONNECTION
0, NON-FUSED DISCONNECT SWITCH
0 TRANSFORMER
UllLITY METER BASE
Fire Alarm
6 F ACP FIRE ALARM CONTROL PANEL
(l)
l!!!I
!ID
~·"'
I'""'
General
(l:0
0 EB
Industrial
1 x-xx 1
12-4•c1
...J....,
"r'
@)
@
5A
ID]
@]
C3

HEAT DETECTOR
PULL STAllON

PHOTOELECTRIC SMOKE DETECTOR
COMBINAllON SMOKE ALARM AND CARBON MONOXIDE
DETECTOR, SINGLE STAllON
SPRINKLER FLOW SWITCH WITIH INPUT MODULE SPRINKLER POST INDICATOR VALVE CDNNECllON WITIH

INPUT MODULE

SPRINKLER TAMPER SWITCH WITIH INPUT MODULIE

EXTERIOR SPRINKLER BELL
MAGNEllC DOOR HOLDER
STROBE WITIH CONDELA RA llNG
HORN/STOBE WITIH CONDELA RA llNG
HORN
EQUIPMENT IDENllFICA llON

KEYED NOTE
DETAIL NUMBER AND SHEET LOCAllON
SECTION NUMBER AND SHEET LOCA llON SITE / ONE-LINE DIAGRAM COORDINATION TAG

SPARE CONDUITS

CONTROL POWER TRANSFORMER CONTROL RELAY CURRENT TRANSFORMER AND METER

FUSE, AMPERE SIZE SHOWN

GROUND BUS

NAMEPLATE
, OR PH
I [J
-
Lighting
®
'l:::J>
(3::J
2 10 I
I• I
I
0 2
!

NEUTRAL BUS PHASE PULLBOX

SEAL-OFF FITTING, CROUSE-HINDS EYS OR EQUAL

EXIT SIGN CEILING MOUNTED, ARROW(S) INDICATES

DIRECTION IF SHOWN

EXIT SIGN WALIL MOUNTED, ARROW(S) INDICATES

DIRECTION IF SHOWN

EMERGENCY LUMINAIRE WITIH BATTERY PACK

AREA LUMINAIRE ARM MOUNTED WITIH POLE AND

CONCRETE BASE

WALIL MOUNTED LUMINAIRE
SURFACE OR PENDANT MOUNTED LED 1' X 4' LUMINAIRE SURFACE OR PENDANT MOUNTED LED 1' X 8' LUMINAIRE,

TO EMERGENCY /LIFE SAFETY CIRCUIT OR WITIH INTEGRAL
EMERGENCY BAT1ERY CONNECTED TO UNSWITCHED

CIRCUIT
SURFACE OR PENDANT MOUNTED LED 1' X 8' LUMINAIRE SURFACE OR PENDANT MOUNTED HI-BAY LED LUMINAIRE

WALIL MOUNTED LUMINAIRE WALIL MOUNTED LUMINAIRE CONNECTED TO

EMERGENCY /LIFE SAFETY CIRCUIT OR WITH INTEGRAL EMERGENCY BATTERY CONNECTED TO UNSWITCHED

CIRCUIT
Miscellaneous
#10
.-///ff.

B-27,29,31.
,..;
,\
- -
I'('
@
* =
-
-11,
4 -
@
=
I SPDI
t:Y
BRANCH CIRCUIT WIRING. ARROW INDICATES HOME RUN
TO PANEL WITIH CIRCUITS AS NOTED. WIRE SIZE IS #12
AWG MINIMUM UNLIESS NOTED OTIHERWISE. SHORT llCK
MARKS INDICATE PHASE CONDUCTORS. LONG TICK MARKS
INDICATE NEUTRAL CONDUCTORS. A SINGLE CURVED TICK
MARK INDICATES INSULATED GREEN GROUND CONDUCTOR.

SECOND CURVED llCK MARK INDICATES "ISOLATED
GROUND" (GREEN IN SULA llON WITIH YELILOW STRIPE)
CONDUCTOR.

BRANCH PANEL

CIRCUIT BREAKER CURRENT TRANSFORMER

DIGITAL TYPE METER WITIH VOLTMETER, AMMETER, KW
METER, KVA METER, KVAR METER, AND %TIHD METER

DRY TYPE TRANSFORMER

FLUSH MOUNT EQUIPMENT ENCLOSURE AS NOTED FLUSH WALIL MOUNTED BRANCH PANEL

GROUNDING POINT

LANDING LUG
MAIN DISTRIBUllON PANEL / SUB DISTRIBUllDN PANEL METER WITIH CONNECTION

SURFACE MOUNT EQUIPMENT ENCLOSURE AS NOTED
SURGE PRDTECllON DEVICE
WATER PIPE GROUND CDNNECllON
Raceways

CONDUIT CONCEALED IN WALL OR CEILING SPACE
- - - - - - - CONDUIT ROUTED BELOW FLOOR / GRADE

CONDUIT ELLED DOWN
----0 CONDUIT ELLED UP
'
-

CONDUIT /WIRING CONTINUATION CONDUIT /WIRING STUBBED OUT WITIH END CAP OR INSULATED PLASllC BUSHING

FLEXIBLE CONDUIT

TELIEPHONE BACKBOARD

GROUNDING POINT

PULIL BOX
SWltches and Receptacles
<ij) DUPLEX RECEPTACLE (MULTIPLE LET1ERS INDICATE
$
MUL llPLIE OPllONS)

A - ABOVE COUNTER

C - FLUSH CEILING MOUNTED

E - EMERGENCY

G - GROUND FAULT CIRCUIT INTERRUPTER

T - TAMPER RESISTANT SHUTTERED RECEPTACLE
W - WEA TIHERPROOF CONllNUOUS USE COVER, GFCI

PROTECTED, WITIH WEATIHER-RESISTANT RECEPTACLE
DOUBLIE DUPLEX RECEPTACLE.

SINGLE RECEPTACLE.

SPECIAL DUTY RECEPTACLE.

OCCUPANCY SENSOR (SELF CONTAINED)

P - PASSIVE INFRARED D - DUAL TECHNOLOGY
U - ULTRASONIC, 360 DEG RANGE H - ULTRASONIC, HALLWAY PATTERN

RECEPTACLE CONTROLILER

LOW VOLTAGE PHOTO SENSOR LOW VOLTAGE OCCUPANCY SENSOR

SWITCH, SPST
2 - DPST
3 - 3-WAY
4 - 4-WAY
a TIHRU z (LOWERCASE) - SWITCH CIRCUIT DESIGNA llON

D - DIMMER

F - FAN SPEED CONTROL

K - KEY OPERA TED SWITCH M - MANUAL MOTOR STARTER WITIH TIHERMAL OVERLOAD

P - SWITCH WITIH PILOT LIGHT
Telecommunications
TELCOM OUTLET.
(MUL llPLE LETTERS INDICATE MULTIPLIE DPllDNS)

A - ABOVE COUNTER

C - CEILING MOUNTED ABOVE ACCESSIBLIE CEILING

F - FLUSH CEILING MOUNTED

R - SURFACE MOUNTED ON RACEWAY
E0.1
ED.2 E0.3 E1.0

SHEET INDEX

ELECTRICAL COVER SHEET
ONE-LINE DIAGRAM & PRELIMINARY LOAD CALCULAllONS

ELECTRICAL BUILDING PLAN AND DETAILS

OVERALL SITE PLAN - ELECTRICAL
STAMP

CONSULTANT

SHEET TITLE

VERDE DESIGN

LANDSCAPE ARCHITECTURE

CIVIL ENGINEERING

SPORT PLANNING & DESIGN
1843 Iron Point Rd. Suite 140
Folsom, CA 95630
tel: 916A 15.6554
faxi 916.415.6525
www.VerdeDesignlnc.com
Date Signed: 4122/22
Staiton
ENG I NEER I NG 0+&11
PROJECT 21064
11344 Coloma Rd, Suite 445
Gold River, CA 95670
TEL 916.288.6250
www.stanlollBng.com

ELECTRICAL

COVER SHEET

PROJECT NAME

ROSEVILLE

SOCCER COMPLEX

PROJECT ADDRESS

AS-NOTED
ROSEVILLE, CA 957 47

SUBMITTAL DATE
300/o SUBMITTAL 04/29/22
NO. REVISIONS DATE
X

DRAWN BY CHECKED BY
JC NH

DATE ISSUED SCALE
04/29/2022 AS-NOTED
PROJ. NO.

X
SHEET NO.
,:::; E0.1
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xx
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METERING)
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1600 AMP,
ABC
)xxx;x
xx
PANEL H1
TRANSFORMER 'TX' , - - 7
480-120/208V I I
30,4W, XXkVA
xx
PANEL L 1

GENERAL
LOADS
xx

LIGHTING

CONTROLLER

PARKING,

PATHWAY AND

STREET LIGHTING
277 /480V, 3PH,
ABC
)xxx;x
I xx I
PANEL H2
I xx I
SPORTS
FIELD

LIGHTING

CONTROL

CABINET
SF-A
SOCCER
FIELD
1-3
4 \11RE, 60HZ
ABC
)xxx;x
I xx I
PANEL H3
I xx I
SPORTS
FIELD

LIGHTING

CONTROL

CABINET
SF-B
SOCCER
FIELD
4-7
CD 9~A~-LINE DIAGRAM
ABC
)xxx;x
I xx I
PANEL H4
I xx I
SPORTS
FIELD

LIGHTING

CONTROL

CABINET
SF-C
SOCCER
FIELD
8-11
ABC
)xxx;x
I xx I
PANEL H5
I xx I
SPORTS
FIELD

LIGHTING

CONTROL

CABINET
SF-D
SOCCER
FIELD
12 L
ABC

ABC ABC
)xxx/x
xx
DIST. BOARD DB-H1
7 PANEL H6
, - - , TRANSFORMER 'TX'
I I 480-120/208V
- _J 30,4W, XXkVA
xx
,)xxx/x
xx

ELECTRIC

VEHICLE

CHARGING
T.B.D.
)xxx/x
I XX AMP, 120/208V, 3PH, 4

ABC ABC
)xxx;x )xxx;x )xxx;x
[ xx ) [ xx ) [ xx )
PANEL L2 PANEL L3 PANEL L4

CONCESSION
NORTH

MENS/WOMENS

RESTROOM
NORTH
MENS

RESTROOM

CENTRAL
ABC
_)xxx/x
\11RE, 60HZ
ABC
)xxx;x
[ xx )
PANEL L5
WOMENS

RESTROOM

CENTRAL
ABC
)xxx;x
_J
[ xx )
PANEL L6
MISC.

OUTLETS
NORTH
I
ABC
)xxx/x
xx
DIST. BOARD DB-H2
7 PANEL H7
xx
, - - 7 TRANSFORMER 'TX'
I I 480-120/208V
- _J 30,4W, 45kVA
xx
xx

ELECTRIC

VEHICLE

CHARGING
T.B.D.

L_
ABC
)xxx/x
xx
PANEL H8
xx
TRANSFORMER 'TX' r - - 7
480-120/208V I I
30,4W, XXkVA
xx
7 )xxx/x
I XX AMP, 120/208V, 3PH, 4 \11RE, 60HZ
ABC
)xxx;x
I xx J
PANEL L7

CONCESSION
SOUTH
ABC
)xxx;x
I xx )

PANEL LB
MENS

RESTROOM
SOUTH

ABC ABC
)xxx;x
I xx )
PANEL L9
WOMENS

RESTROOM
SOUTH
)xxx;x
_J
I xx l
PANEL L10
MISC.

OUTLETS
SOUTH
PANEL L11

MAINTENANCE
& OFFICE
MAIN SWITCHBOARD MSB~

ABC ABC ABC
)xxx;x XXX I X
)BF

BREAKER

XXX I X
)BF
BREAKER _J
xx
PUMP

CONTROLLER
X

IRRIGATION
PUMP
1 2
2A
3 xx xx
DISCONNECT SW [ . J XXX/3 [ . J XXX/3 DISCONNECT SW

ROSEVILLE ELECTRIC

M UTILITY PRODUCTION
METER

ROSEVILLE ELECTRIC

M UTILITY PRODUCTION
METER

DISCONNECT SW J
XXX/3 [
- J
XXX/3

DISCONNECT SW
SOLAR
SYSTEM

CONNECTION
PANEL

BY SOLAR

COMPANY
SOLAR
SYSTEM
NORTH
SOLAR
SYSTEM

CONNECTION
PANEL

BY SOLAR

COMPANY
SOLAR
SYSTEM
SOUTH
City of Roseville Soccer Complex
Preliminary Load Calculations
Area/Buil ding Qty. KW Each Kw

04.20.22 Stanton Engineering
Total KW I Am ps 480v/3.:.J
Soccer Fields
Parking Lot 1
Parking Lot 2
Restroom
Sports Li ghting Poles. _____ 4~--=10~ __ 40~_
Soccer Fields 10 40
Lighting - Sq uare Ft.

Lighting - Sq uare Ft.

Lighting - Sq uc1 re Ft
Water Heating
Ven tilation Sq.:...f.!..:__
Air Ha nd Dryers
197000 0.()()()12
175000 0.()()()12
788
1 788
2 0.0005 0.4728
2 0.0005
1 2

0.394
2 400

23.64 21
4 Restrooms 4 4.866& 19.4672
481. 70

28.47 25.29

23.44 3A Play Area Restroom Lighting - Sq uare Ft. 400
1 400
2 0.C0006 0 .024
4 5
5 7
8 9
10 11
12 13
14 Co ncessions Bldgs
Water Heating
Ventilation Sq Ft
Air Hand Dryers
P.A. Re-st room
Light ing - Sq uare Ft.

Wmer Hec1 ting
Air Curtain
HVAC
Refriger.:itors
Freezers
Di shw,1sh er
Coffee
Hot Dogs
Nachos
Misc outlets
1 546
1 1
1 2
2 1
1 1
1 15
2 2

0.0005 0.2
1 2

4.224 4.224

0.()()()12 0.05552
3 3

0.4 0.4

2.5 2.5
06 12

1.2 2.4
1 1

2.4 2.4
2 2
2 2

0. 18 2.7
2 Co ncession Bldgs 2 19.65552 39.33 104
Picni c Shade Struct. Lighting- Sq uare Ft
Misc Out lets
4200
4 0.C0006

0.18 4 Picn ic Shade Struct ures 4
Pl ay Area Lighting - Sq uare Ft 187500 0.COOOl
Storage/Mai ntenance Wa rehouse Lighting - Sq. Ft 2000
400
41000

0.0003

0.0007

0.0001
Wit h Restrooms
Site Syste ms
Mai ntenance Road
Office Li ghting Sq . Ft.

Ya rd lighting Sq . Ft.

W.H. Ventilation - Sq. Ft. 2CO'.J 0.0005
Office HVAC - Sq. Ft. 400 0.005
Misc Outlets 40 0. 18
Restrooms 1 2
St or/ MJint/Restroom 1
Site Security Syste m 1 1
Site Sou nd Syst em 1 4
Site CCTV 1 3
Site lrrig.:ition Pump - 30HP 1 33.21
Site Systems 1
Lighting - Sq. Ft. 37200 0.0005
South Parki ng Road Light ing - Sq. Ft. 7440 0.0005
Perimeter Walkway Light ing - L.F. (1Sw@40'o.c.) 3180 0.0004

0.252

0.72 0.972

0.6 0.28

4. 1
1 2

7.2 2

17.18 1
4 3

33.21 41.21
Food Tru ck Parking Out lets - 30Amp 6 2.8 16.8
Courtyard Li ght ing - Sq. Ft. _ 4~500=0~~0-~000= 5 __ =23~_ Pop-up scorers Table Out let s
Prome nade
Shade Structure Lighting - Sq Ft.

Out lets
Shade Structure
Pat hway Li ght ing_ Li ght ing- L.F.

Park Entry Sign Lighting
EV Charging Al lotment
1 39.8
10 1274
2 14
2809
1 1

0.4 0.0004

0. 18

0.0003

0.001
415

0.5095

0.36 0.8595

3.888

1.875

17.18 41. 21

18.5 3.72

1.272
4 12.1744

0.8427

0.001
415
1027.425
t

5.09 47.35

4.58 2.26

20.59 49.53

22.40 4.48

1.53 1.20

4.82 14.55

1.01 0.00
499.76
1238.47
STAMP

CONSULTANT

SHEET TITLE

VERDE DESIGN

LANDSCAPE ARCHITECTURE

CIVIL ENGINEERING

SPORT PLANNING & DESIGN
1843 Iron Point Rd. Suite 140
Folsom, CA 95630
tel: 916A 15.6554
faxi 916.415.6525
www.VerdeDesignlnc.com
Dote Signed: 412212'2
Staiton
ENGINEERING0+B
PROJECT 21064
11344 Coloma Rd, Suite 445
Gold River, CA 95670
TEL 916.288.6250
www.stanlollBng.com

ONE-LINE DIAGRAM &

LOAD CALCULATIONS

PROJECT NAME

ROSEVILLE

SOCCER COMPLEX

PROJECT ADDRESS

AS-NOTED
ROSEVILLE, CA 95747

SUBMITTAL DATE
300/o SUBMITTAL 04/29/22
NO. REVISIONS DATE
X

DRAWN BY CHECKED BY
JRC NH

DATE ISSUED SCALE
04/29/2022 AS-NOTED
PROJ. NO.

X
SHEET NO.

E0.2
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0 2'
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TRANSFORMER

DOORS NOT SHOWN
120/208V PANEL

LIGHTING

CONTROLS
SOUTH SWITCHBOARD DB-H2 SIMILAR
ELEVATION- NORTH SWITCHBOARD DB-H1
SCALE: 1 /2" 1' O"
0 1' 2' 4'
STAMP

CONSULTANT

SHEET TITLE

VERDE DESIGN

LANDSCAPE ARCHITECTURE

CIVIL ENGINEERING

SPORT PLANNING & DESIGN
1843 Iron Point Rd. Suite 140
Folsom, CA 95630
tel: 916A 15.6554
faxi 916.415.6525
www.VerdeDesignlnc.com
Dote Signed: 412212'2
Staiton
ENGINEERING0+B
PROJECT 21064
11344 Coloma Rd, Suite 445
Gold River, CA 95670
TEL 916.288.6250
www.stanlollBng.com

ELECTRICAL BUILDING

PLAN AND DETAILS

PROJECT NAME

ROSEVILLE

SOCCER COMPLEX

PROJECT ADDRESS

AS-NOTED
ROSEVILLE, CA 957 47

SUBMITTAL DATE
300/o SUBMITTAL 04/29/22
NO. REVISIONS DATE

L X X X L L L L L

DRAWN BY CHECKED BY
JRC NH

DATE ISSUED SCALE
04/29/2022 AS-NOTED
PROJ. NO.

X
SHEET NO.

E0.3
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CD SITE PLAN - ELECTRICAL
(
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100' 200'
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STAMP

SHEET TITLE

VERDE DESIGN

LANDSCAPE ARCHITECTURE

CIVIL ENGINEERING

SPORT PLANNING & DESIGN
1843 Iron Point Rd. Suite 140
Folsom, CA 95630
tel: 916A 15.6554
faxi 916.415.6525
www.VerdeDesignlnc.com
Dote Signed: 4122/22

OVERALL

SITE PLAN - ELECTRICAL

PROJECT NAME

ROSEVILLE

SOCCER COMPLEX

PROJECT ADDRESS

AS-NOTED
ROSEVILLE, CA 957 47

SUBMITTAL DATE
300/o SUBMITTAL 04/29/22
NO. REVISIONS DATE

DRAWN BY CHECKED BY
GS NH

DATE ISSUED SCALE
04/29/2022 AS-NOTED
PROJ. NO.

X
SHEET NO.
::,'?iL ,._, ____________________________________________________________________________________________________________________________________________________________________________________________________ ..__ _________________ El .0 DRAWING NAME: S:\2021\21M4 West Rosevllle Soccer Complex\CAD\Elec\210e4_E.1.0.dwg PLOT DATE: 04-22-22 PLOTTED BY: Jerryc

ATTACHMENT D

LIGHT ANALYSIS
Roseville Soccer Complex
Roseville,CA
Lighting System
Pole/ Fixture Summary
Pole ID Pole Height Mtg Height Fixture Qty
S1 70' 70' 1
70' 2
S2,S29 70' 70' 4
S3 70' 70' 1
70' 1
70' 2
70' 2
S4,S27 70' 70' 4
S5 70' 70' 1
70' 1
70' 2
70' 2
S6 70' 70' 4
S7 70' 70' 1
70' 1
70' 2
70' 2
S8 70' 70' 4
S9 70' 70' 1
70' 1
70' 2
70' 2
S10 70' 70' 4
S11 70' 70' 1
70' 1
70' 2
70' 2
S12, S19 70' 70' 4
S13 70' 70' 1
70' 1
70' 2
70' 2
S14,S17 70' 70' 4
S15 70' 70' 1
70' 2
S16 70' 70' 3
S18 70' 70' 3
70' 3
S20 70' 70' 3
70' 3
70' 3
S21 70' 70' 4
70' 4
S22 70' 70' 3
70' 3
70' 3
70' 3
S23 70' 70' 2
70' 4
70' 2
S24 70' 70' 3
70' 3
70' 3
70' 3
S25 70' 70' 4
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Luminaire Type Load
TLC-LED-1200 1.17kW
TLC-LED-1500 2.86 kW
TLC-LED-1500 5.72 kW
TLC-LED-1200 1.17kW
TLC-LED-1200 1.17kW
TLC-LED-1500 2.86 kW
TLC-LED-1500 2.86 kW
TLC-LED-1500 5.72 kW
TLC-LED-1200 1.17kW
TLC-LED-1200 1.17kW
TLC-LED-1500 2.86 kW
TLC-LED-1500 2.86 kW
TLC-LED-1500 5.72 kW
TLC-LED-1200 1.17kW
TLC-LED-1200 1.17kW
TLC-LED-1500 2.86 kW
TLC-LED-1500 2.86 kW
TLC-LED-1500 5.72 kW
TLC-LED-1200 1.17kW
TLC-LED-1200 1.17kW
TLC-LED-1500 2.86 kW
TLC-LED-1500 2.86 kW
TLC-LED-1500 5.72 kW
TLC-LED-1200 1.17kW
TLC-LED-1200 1.17kW
TLC-LED-1500 2.86 kW
TLC-LED-1500 2.86 kW
TLC-LED-1500 5.72 kW
TLC-LED-1200 1.17kW
TLC-LED-1200 1.17kW
TLC-LED-1500 2.86 kW
TLC-LED-1500 2.86 kW
TLC-LED-1500 5.72 kW
TLC-LED-1200 1.17kW
TLC-LED-1500 2.86 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 5.72 kW
TLC-LED-1500 5.72 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 4.29 kW
TLC-LED-1200 2.34 kW
TLC-LED-1500 5.72 kW
TLC-LED-1500 2.86 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 5.72 kW
Circuit
A
A
A
B
A
A
B
B
C
B
B
C
C
D
C
C
D
D
E
D
D
E
E
F
E
E
F
F
G
F
F
G
G
G
G
G
G
F
F
E
J
E
J
E
D
I
J
I
D
I
D
C
H
I
C
Fro m Hometown to Professional
CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

PROJECT SUMMARY
Roseville Soccer Complex
Roseville,CA
llllli······ '"" 11c.,.

Pole ID Pole Helaht Mta Helaht Fixture 0tv
70' 4
S26 70' 70' 3
70' 3
70' 3
S28 70' 70' 3
70' 3
S30 70' 70' 3
S31 70' 70' 2
70' 2
S32 70' 70' 2
70' 2
70' 4
S33 70' 70' 2
70' 2
70' 2
70' 2
S34 70' 70' 2
70' 6
S35 70' 70' 2
70' 2
70' 2
70' 1
S36 70' 70' 4
70' 2
S37 70' 70' 2
70' 1
37 214
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Lumlnalre Tvoe Load
TLC-LED-1500 5.72 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 4.29 kW
TLC-LED-1500 4.29 kW
TLC-LED-1200 2.34 kW
TLC-LED-600 1.16kW
TLC-LED-1200 2.34 kW
TLC-LED-600 1.16kW
TLC-LED-900 3.56 kW
TLC-LED-1200 2.34 kW
TLC-LED-1200 2.34 kW
TLC-LED-600 1.16kW
TLC-LED-900 1.7BkW
TLC-LED-1200 2.34 kW
TLC-LED-900 5.34 kW
TLC-LED-1200 2.34 kW
TLC-LED-1500 2.86 kW
TLC-LED-900 1.78 kW
TLC-LED-900 0.89 kW
TLC-LED-1500 5.72 kW
TLC-LED-900 1.7BkW
TLC-LED-1500 2.86 kW
TLC-LED-900 0.89 kW
283.92kW
Circuit
H
C
B
H
B
A
A
H
H
H
H
H
I
H
H
I
I
I
I
J
I
J
J
J
J
J
From Hometown to Professional
CCf:D
mu~.

We Make It Happen®
Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

PROJECT SUMMARY
Roseville Soccer Complex
Roseville,CA
A Soccer 1 28.08 kW
B Soccer2 28.08 kW
C Soccer3 28.08 kW
D Soccer4 28.08 kW
E Soccers 28.08 kW
F Soccer6 28.08 kW
G Soccer? 28.08 kW
H Soccer a 28.36 kW
Soccers 29.7 kW
J Soccer 10 29.3 kW
Fixture Type Summary
Type Source Wattage
TLC-LED-1500 LED 5700K - 75 CRI 1430W
TLC-LED-1200 LED 5700K - 75 CRI 1170W
TLC-LED-600 LED 5700K - 75 CRI 580W
TLC-LED-900 LED 5700K - 75 CRI 890W
Light Level Summary
Calculation Grid Summary
Grid Name Calculation Metric Ave
150ft IDASpill Horizontal 0.02
150ft IDASpill Max Candela (by Fixture) 1557
150ft IDASpill Max Vertical llluminance Metric 0.04
East Road Spill -Across Road Horizontal 0.01
East Road Spill -Across Road Max Candela (by Fixture) 1198 East Road Spill -Across Road Max Vertical llluminance Metric 0.03 East Road Spill Horizontal 0.12
East Road Spill Max Candela (by Fixture) 5167
East Road Spill Max Vertical llluminance Metric 0.23
Soccer 10 Horizontal llluminance 31.1
Soccer 1 Horizontal llluminance 31.7
Soccer2 Horizontal llluminance 32.1
Soccer3 Horizontal llluminance 31.9
Soccer4 Horizontal llluminance 32.4
Soccers Horizontal llluminance 32.1
Soccer6 Horizontal llluminance 31.8
Soccer? Horizontal llluminance 31.8
Soccers Horizontal llluminance 30.9
Soccer9 Horizontal llluminance 31.5
West Road Spill - Across Road Horizontal 0
West Road Spill - Across Road Max Candela (by Fixture) 7.37 West Road Spill - Across Road Max Vertical llluminance Metric 0 West Road Spill Horizontal 0.11
West Road Spill Max Candela (by Fixture) 1106
ENG IN tii86Qil(l$6 N By: BrycerJ\il!Jla!rtn::liiillftliiili1&i4i/iric 05-l'v ay-21214 20 20
20 20
20 20
20 26
26 22
Lumens L90
160,000 >120,000
136,000 >120,000
65,600 >120,000
89,600 >120,000
Illumination
Min Max Max/Min
0 0.08 0.00
0 16894 0.00
0 0.21 0.00
0 0.02 44.08
156 2935 18.87
0 0.07 32.02
0 0.27 133.53
441 10199 23.14

0.01 0.51 67.81
27 35 1.33
26 36 1.39
25 37 1.49
24 39 1.66
25 38 1.51
26 36 1.41
25 37 1.46
26 37 1.42
26 36 1.42
25 38 1.50
0 0 0.00
0 165 0.00
0 0 0.00
0 1.09 0.00
0 5712 0.00
0 1.36 0.00
L80 L70
>120,000 >120,000
>120,000 >120,000
>120,000 >120,000
>120,000 >120,000
Ave/Min Circuits

A,B,C,D,E,
F,G,H,l,J

A,B,C,D,E,
F,G,H,l,J

A,B,C,D,E,
F,G,H,l,J

A,B,C,D,E,
F,G,H,l,J

7.70 A,B,C,D,E,
F,G,H,l,J

A,B,C,D,E,
F,G,H,l,J

A,B,C,D,E,
F,G,H,l,J

11.72 A,B,C,D,E,
F,G,H,l,J

22.60 A,B,C,D,E,
F,G,H,l,J

1.15 A,J

1.22 A

1.28 B

1.33 C

1.30 D

1.24 E

1.27 F

1.22 B,G

1.19 A,H

1.26 C,I

A,B,C,D,E,
F,G,H,l,J

A,B,C,D,E,
F,G,H,l,J

A,B,C,D,E,
F,G,H,l,J

A,B,C,D,E,
F,G,H,l,J

A,B,C,D,E,
F,G,H,l,J

A,B,C,D,E,
F,G,H,l,J
Quantity
162
28 6
18 Fixture Qty
214
214
214
214
214
214
214
214
214
42 20
20 20
20 20
20 40
46 46
214
214
214
214
214
214
Fro m Hometown to Professional
CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

PROJECT SUMMARY

QTY LOCATION SIZE GRADE MOUNTING

ELEVATION HEIGHT
1 S1 70' 70'
70' TLC-LED-1500
2 S2 S29 70' 70' TLC-LED-1500
1 S3 70' 70' TLC-LED-1200
70' TLC-LED-1500

QTY/ THIS

POLE GRID
1 1
2 2
4 4
2 1
4 2
OTHER
GRIDS
0 0
0 1
2 Roseville Soccer Complex
Roseville,CA

GRID SUMMARY
Name: Soccer 1
Size: 360' x 210'
Spacing: 30.0' x 30.0'
1 S28 70' 70' TLC-LED-1500 6 3 3 r1T-s30-T7'0'T----=--7-70'-ITLGH>=i's:oo7r3T31(11-""""".~:::ll!!l'"'--:::----:-..---~------.::::--:::::~========::::========:::::::==:;;;;~~~~~;:::;;:::;;;~::::::;:~::::::::::;;;;;;::;;;;;;;;;;;;;;;;;;;;;;:;;;;;;;;;;;:::iiiiiiiii~;;;:;;;;;;;;~~~iiiii:;;;:.:i Height: 3.0' above grade t---,---t----~-~-----;= c;:------~-----T"""".,---t---c;c;;--i----,----i,_ ~----~----~-------~ SCALE IN FEET 1 : 60
O' 60' 120'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9

ILLUMINATION SUMMARY

MAINTAINED HORIZONTAL FOOTCANDLES
Entire Grid
Guaranteed Average: 30
Scan Average: 31.70
Maximum: 36
Minimum: 26
Avg/Min: 1.24
Guaranteed Max/ Min: 2.5
Max/Min: 1.39
UG (adjacent pts): 1.18
CU: 0.75
No. of Points: 84

LUMINAIRE INFORMATION
Applied Circuits: A
No. of Luminaires: 20
Total Load: 28.08 kW
Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and
includes a 0.95 dirt depreciation factor.

Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

Installation Requirements: Results assume± 3%
nominal voltage at line side of the driver and structures located within 3 feet (lm) of design locations.

CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

ILLUMINATION SUMMARY

QTY LOCATION SIZE GRADE MOUNTING QTY/ THIS OTHER

ELEVATION HEIGHT POLE GRID GRIDS
2 S3, S5 70' 70' 2 1 1
70' TLC-LED-1500 4 2 2
2 S4 S27 70' 70' TLC-LED-1500 4 4 0
1 S26 70' 70' TLC-LED-1500 6/3* 3 6
1 S28 70' 70' TLC-LED-1500 6 3 3
6 TOTALS 35 20 15
SCALE IN FEET 1 : 60
O' 60' 120'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Roseville Soccer Complex
Roseville,CA

GRID SUMMARY
Name: Soccer 2
Size: 360' x 210'
Spacing: 30.0' x 30.0'
Height: 3.0' above grade

ILLUMINATION SUMMARY

MAINTAINED HORIZONTAL FOOTCANDLES
Entire Grid
Guaranteed Average: 30
Scan Average: 32.11
Maximum: 37
Minimum: 25
Avg/Min: 1.29
Guaranteed Max/ Min: 2.5
Max/Min: 1.49
UG (adjacent pts): 1.40
CU: 0.77
No. of Points: 84

LUMINAIRE INFORMATION
Applied Circuits: B
No. of Luminaires: 20
Total Load: 28.08 kW
Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and
includes a 0.95 dirt depreciation factor.

Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
.-;---:;;.;:=;::;5,1 for electrical sizing .
.-.-.. _., Installation Requirements: Results assume± 3% nominal voltage at line side of the driver and structures located within 3 feet (lm) of design locations.

Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9
CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

ILLUMINATION SUMMARY

QTY LOCATION SIZE GRADE MOUNTING QTY/ THIS OTHER

ELEVATION HEIGHT POLE GRID GRIDS
2 S5, S7 70' 70' 2 1 1
70' TLC-LED-1500 4 2 2
1 S6 70' 70' TLC-LED-1500 4 0
1 S24 70' 70' TLC-LED-1500 3 9
SCALE IN FEET 1 : 60
O' 60' 120'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Roseville Soccer Complex
Roseville,CA

GRID SUMMARY
Name: Soccer 3
Size: 360' x 210'
Spacing: 30.0' x 30.0'
Height: 3.0' above grade

ILLUMINATION SUMMARY

MAINTAINED HORIZONTAL FOOTCANDLES
Entire Grid
Guaranteed Average: 30
Scan Average: 31.92
Maximum: 39
Minimum: 24
Avg/Min: 1.35
Guaranteed Max/ Min: 2.5
Max/Min: 1.66
UG (adjacent pts): 1.32
CU: 0.76
No. of Points: 84

LUMINAIRE INFORMATION
Applied Circuits: C
No. of Luminaires: 20
Total Load: 28.08 kW
Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and
includes a 0.95 dirt depreciation factor.

Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

Installation Requirements: Results assume± 3%
nominal voltage at line side of the driver and structures ----• located within 3 feet (lm) of design locations.

Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9
CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

ILLUMINATION SUMMARY

QTY LOCATION SIZE GRADE MOUNTING QTY/ THIS OTHER

ELEVATION HEIGHT POLE GRID GRIDS
2 S7, S9 70' 70' 2 1 1
70' TLC-LED-1500 4 2 2
1 S8 70' 70' TLC-LED-1500 4 4 0
2 S22, S24 70' 70' TLC-LED-1500 6/6* 3 9
1 S23 70' 70' TLC-LED-1200 0 2
70' TLC-LED-1500 4 2
SCALE IN FEET 1 : 60
O' 60' 120'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9
Roseville Soccer Complex
Roseville,CA

GRID SUMMARY
Name: Soccer 4
Size: 360' x 210'
Spacing: 30.0' x 30.0'
Height: 3.0' above grade

ILLUMINATION SUMMARY

MAINTAINED HORIZONTAL FOOTCANDLES
Entire Grid
Guaranteed Average: 30
Scan Average: 32.40
Maximum: 38
Minimum: 25
Avg/Min: 1.29
Guaranteed Max/ Min: 2.5
Max/Min: 1.51
UG (adjacent pts): 1.18
CU: 0.78
No. of Points: 84

LUMINAIRE INFORMATION
Applied Circuits: D
No. of Luminaires: 20
Total Load: 28.08 kW
Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and
includes a 0.95 dirt depreciation factor.

Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

Installation Requirements: Results assume± 3%
nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations.

CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

ILLUMINATION SUMMARY

QTY LOCATION SIZE GRADE MOUNTING QTY/ THIS OTHER

ELEVATION HEIGHT POLE GRID GRIDS
2 59,511 70' 70' 2 1 1
70' TLC-LED-1500 4 2 2
1 510 70' 70' TLC-LED-1500 4 4 0
1 520 70' 70' TLC-LED-1500 6/3* 3 6
521 70' 70' TLC-LED-1500 4 4* 4 4
522 70' 70' TLC-LED-1500 6/6* 3 9
TOTALS
SCALE IN FEET 1 : 60
O' 60' 120'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Roseville Soccer Complex
Roseville,CA

GRID SUMMARY
Name: Soccer 5
Size: 360' x 210'
Spacing: 30.0' x 30.0'
Height: 3.0' above grade

ILLUMINATION SUMMARY

MAINTAINED HORIZONTAL FOOTCANDLES
Entire Grid
Guaranteed Average: 30
Scan Average: 32.13
Maximum: 36
Minimum: 26
Avg/Min: 1.24
Guaranteed Max/ Min: 2.5
Max/Min: 1.41
UG (adjacent pts): 1.29
CU: 0.77
No. of Points: 84

LUMINAIRE INFORMATION
Applied Circuits: E
No. of Luminaires: 20
Total Load: 28.08 kW
Guaranteed Performance: The ILLUMINATION described above !"::~F---1 is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciation factor.

Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
...-::;;--;-...;;::i for electrical sizing.

Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9
Installation Requirements: Results assume± 3%
nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations.

CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

ILLUMINATION SUMMARY

QTY LOCATION SIZE GRADE MOUNTING QTY/ THIS OTHER

ELEVATION HEIGHT POLE GRID GRIDS
2 S11,S13 70' 70' 2 1 1
70' TLC-LED-1500 4 2 2
2 S12 S19 70' 70' TLC-LED-1500 4 4 0
1 S18 70' 70' TLC-LED-1500 6 3 3
1 S20 70' 70' TLC-LED-1500 6 3* 3 6
6 TOTALS 35 20 15
*T his structure utilizes a back-to- ac guration
SCALE IN FEET 1 : 60
O' 60' 120'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Roseville Soccer Complex
Roseville,CA

GRID SUMMARY
Name: Soccer 6
Size: 360' x 210'
Spacing: 30.0' x 30.0'
Height: 3.0' above grade

ILLUMINATION SUMMARY

MAINTAINED HORIZONTAL FOOTCANDLES
Entire Grid
Guaranteed Average: 30
Scan Average: 31.83
Maximum: 37
Minimum: 25
Avg/Min: 1.25
Guaranteed Max/ Min: 2.5
Max/Min: 1.46
UG (adjacent pts): 1.21
CU: 0.76
No. of Points: 84

LUMINAIRE INFORMATION
Applied Circuits: F
No. of Luminaires: 20
Total Load: 28.08 kW
Guaranteed Performance: The ILLUMINATION described above ---..--"'!!!---'--l--"!-- -=~1--1 is guaranteed per your Musco Warranty document and includes a 0.95 dirt depreciation factor.

Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken -----ii-Ill in accordance with IESNA RP-6-15.

Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9
Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

Installation Requirements: Results assume± 3%
nominal voltage at line side of the driver and structures located within 3 feet (lm) of design locations.

CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

ILLUMINATION SUMMARY

QTY LOCATION SIZE GRADE MOUNTING QTY/ THIS OTHER

ELEVATION HEIGHT POLE GRID GRIDS
3 S3, S5, S13 70' 70' 2 1 1
70' TLC-LED-1500 4 2 2
1 S15 70' 70' TLC-LED-1200 1 1 0
70' TLC-LED-1500 2 2 0
1 S16 70' 70' TLC-LED-1500 3 3 0
4 S17, S27 70' 70' TLC-LED-1500 4 4 0
S4, S14
1 S18 70' 70' TLC-LED-1500 6 3
1 S26 70' TLC-LED-1500 3
70'
SCALE IN FEET 1 : 60
O' 60' 120'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9
Roseville Soccer Complex
Roseville,CA

GRID SUMMARY
Name: Soccer 7
Size: 360' x 210'
Spacing: 30.0' x 30.0'
Height: 3.0' above grade

ILLUMINATION SUMMARY

MAINTAINED HORIZONTAL FOOTCANDLES
Entire Grid
Guaranteed Average: 30
Scan Average: 31.79
Maximum: 37
Minimum: 26
Avg/Min: 1.22
Guaranteed Max/ Min: 2.5
Max/Min: 1.42
UG (adjacent pts): 1.21
CU: 0.38
No. of Points: 84

LUMINAIRE INFORMATION
Applied Circuits: B,G
No. of Luminaires: 40
Total Load: 56.16 kW
Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and
includes a 0.95 dirt depreciation factor.

Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

Installation Requirements: Results assume± 3%
nominal voltage at line side of the driver and structures located within 3 feet (lm) of design locations.

CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

ILLUMINATION SUMMARY

QTY LOCATION SIZE GRADE MOUNTING QTY/ THIS OTHER

ELEVATION HEIGHT POLE GRID GRIDS
1 S1 70' 70' 1 1 0
70' TLC-LED-1500 2 2 0
2 S2 S29 70' 70' TLC-LED-1500 4 4 0
1 S3 70' 70' TLC-LED-1200 2 1 1
70' TLC-LED-1500 4 2 2
1 S24 70' 70' TLC-LED-1500 6/6* 3 9
1 S25 70' 70' TLC-LED-1500 4/4* 4
1 S26 70' 70' TLC-LED-1500 6/3* 3
1 S28 70' 70' TLC-LED-1500 6 3
1 S30 70' 70' TLC-LED-1500 3 3
1 S31 70' 70' TLC-LED-1200 2 2
70' TLC-LED-600 2 2
1 S32 70' 70' TLC-LED-600 2 2
70' TLC-LED-900 4 4
70' TLC-LED-1200 2 2
1 S33 70' 70' TLC-LED-600 2 2
70' TLC-LED-900 2 0
SCALE IN FEET 1 : 60
O' 60' 120'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9
Roseville Soccer Complex
Roseville,CA

GRID SUMMARY
Name: Soccer 8
Size: 360' x 210'
Spacing: 30.0' x 30.0'
Height: 3.0' above grade

ILLUMINATION SUMMARY

MAINTAINED HORIZONTAL FOOTCANDLES
Entire Grid
Guaranteed Average: 30
Scan Average: 30.92
Maximum: 36
Minimum: 26
Avg/Min: 1.20
Guaranteed Max/ Min: 2.5
Max/Min: 1.42
UG (adjacent pts): 1.28
CU: 0.37
No. of Points: 84

LUMINAIRE INFORMATION
Applied Circuits: A,H
No. of Luminaires: 46
Total Load: 56.44 kW
Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and
includes a 0.95 dirt depreciation factor.

Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

Installation Requirements: Results assume± 3%
nominal voltage at line side of the driver and structures located within 3 feet (lm) of design locations.

CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

ILLUMINATION SUMMARY

QTY LOCATION SIZE GRADE MOUNTING QTY/ THIS OTHER

ELEVATION HEIGHT POLE GRID GRIDS
2 S5, S7 70' 70' 2 1 1
70' TLC-LED-1500 4 2 2
1 S6 70' 70' TLC-LED-1500 4 4 0
1 S22 70' 70' TLC-LED-1500 6/6* 3 9
1 S23 70' 70' TLC-LED-1200 2• 2 0
70' TLC-LED-1500 4/2* 2
1 S24 70' 70' TLC-LED-1S00 6/6* 6
1 S25 70' 70' TLC-LED-1500 4/4* 4
1 S26 70' 70' TLC-LED-1500 6/3* 3
1 S33 70' 70' TLC-LED-600 2 0
70' TLC-LED-900 2 2
70' TLC-LED-1200 4 2
1 S34 70' 70' TLC-LED-900 6 6
70' TLC-LED-1200 2 2
1 S35 70' 70' TLC-LED-1200 2 2
SCALE IN FEET 1 : 60
O' 60' 120'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9
Roseville Soccer Complex
Roseville,CA

GRID SUMMARY
Name: Soccer 9
Size: 360' x 210'
Spacing: 30.0' x 30.0'
Height: 3.0' above grade

ILLUMINATION SUMMARY

MAINTAINED HORIZONTAL FOOTCANDLES
Entire Grid
Guaranteed Average: 30
Scan Average: 31.47
Maximum: 38
Minimum: 25
Avg/Min: 1.24
Guaranteed Max/ Min: 2.5
Max/Min: 1.50
UG (adjacent pts): 1.22
CU: 0.37
No. of Points: 84

LUMINAIRE INFORMATION
Applied Circuits: C, I
No. of Luminaires: 46
Total Load: 57.78 kW
Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and
includes a 0.95 dirt depreciation factor.

Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

Installation Requirements: Results assume± 3%
nominal voltage at line side of the driver and structures located within 3 feet (lm) of design locations.

CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

ILLUMINATION SUMMARY

QTY LOCATION SIZE GRADE MOUNTING QTY/ THIS OTHER

ELEVATION HEIGHT POLE GRID GRIDS
1 S1 70' 70' 1 1 0
70' TLC-LED-1500 2 2 0
2 S2 S29 70' 70' TLC-LED-1500 4 4 0
1 S3 70' 70' TLC-LED-1200 2 1 1
70' TLC-LED-1500 4 2 2
1 S20 70' 70' TLC-LED-1500 6/3* 3 6
1 S21 70' 70' TLC-LED-1500 4/4* 4 4
1 S22 70' 70' TLC-LED-1500 6/6* 3 9
1 S28 70' 70' TLC-LED-1500 6 3
1 S30 70' 70' TLC-LED-1500 3 3
1 S35 70' 70' TLC-LED-1200 2 0
70' TLC-LED-900 3 1
70' TLC-LED-1500 2 2
1 S36 70' 70' TLC-LED-900 2 2
70' TLC-LED-1500 4 4
1 S37 70'
SCALE IN FEET 1 : 60
O' 60' 120'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9
Roseville Soccer Complex
Roseville,CA

GRID SUMMARY
Name: Soccer 10
Size: 360' x 210'
Spacing: 30.0' x 30.0'
Height: 3.0' above grade

ILLUMINATION SUMMARY

MAINTAINED HORIZONTAL FOOTCANDLES
Entire Grid
Guaranteed Average: 30
Scan Average: 31.11
Maximum: 35
Minimum: 27
Avg/Min: 1.17
Guaranteed Max/ Min: 2.5
Max/Min: 1.33
UG (adjacent pts): 1.17
CU: 0.37
No. of Points: 84

LUMINAIRE INFORMATION
Applied Circuits: A,J
No. of Luminaires: 42
Total Load: 57.38 kW
Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and
includes a 0.95 dirt depreciation factor.

Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

Installation Requirements: Results assume± 3%
nominal voltage at line side of the driver and structures located within 3 feet (lm) of design locations.

CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

ILLUMINATION SUMMARY
SCALE IN FEET 1 : 150
O' 150' 300'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9
Roseville Soccer Complex

0.0' above grade

ILLUMINATION SUMMARY

HORIZONTAL FOOTCANDLES
Entire Grid
Scan Average: 0.0000
Maximum: 0.00
Minimum: 0.00
No. of Points: 116

LUMINAIRE INFORMATION
Applied Circuits: A, B, C, D, E, F, G, H, I, J
No. of Luminaires: 214
Total Load: 283.92 kW
Guaranteed Performance: The ILLUMINATION described
above is guaranteed per your Musco Warranty
document.

Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

Installation Requirements: Results assume± 3%
nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations.

CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

ILLUMINATION SUMMARY
SCALE IN FEET 1 : 150
O' 150' 300'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9
Roseville Soccer Complex

0.0' above grade

ILLUMINATION SUMMARY

MAX VERTICAL FOOTCANDLES
Entire Grid
Scan Average: 0.0001
Maximum: 0.00
Minimum: 0.00
No. of Points: 116

LUMINAIRE INFORMATION
Applied Circuits: A, B, C, D, E, F, G, H, I, J
No. of Luminaires: 214
Total Load: 283.92 kW
Guaranteed Performance: The ILLUMINATION described
above is guaranteed per your Musco Warranty
document.

Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

Installation Requirements: Results assume± 3%
nominal voltage at line side of the driver and structures located within 3 feet (lm) of design locations.

CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

ILLUMINATION SUMMARY
SCALE IN FEET 1 : 150
O' 150' 300'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9
Roseville Soccer Complex

0.0' above grade

ILLUMINATION SUMMARY

CANDELA (PER FIXTURE)
Entire Grid
Scan Average: 7.3707
Maximum: 165.06
Minimum: 0.00
No. of Points: 116

LUMINAIRE INFORMATION
Applied Circuits: A, B, C, D, E, F, G, H, I, J
No. of Luminaires: 214
Total Load: 283.92 kW
Guaranteed Performance: The ILLUMINATION described
above is guaranteed per your Musco Warranty
document.

Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

Installation Requirements: Results assume± 3%
nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations.

CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

ILLUMINATION SUMMARY
SCALE IN FEET 1 : 150
O' 150' 300'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22

0.02 0.02 0.01
Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9
Roseville Soccer Complex

3.0' above grade

ILLUMINATION SUMMARY

HORIZONTAL FOOTCANDLES
Entire Grid
Scan Average: 0.0108
Maximum: 0.02
Minimum: 0.00
No. of Points: 94

LUMINAIRE INFORMATION
Applied Circuits: A, B, C, D, E, F, G, H, I, J
No. of Luminaires: 214
Total Load: 283.92 kW
Guaranteed Performance: The ILLUMINATION described
above is guaranteed per your Musco Warranty
document.

Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

Installation Requirements: Results assume± 3%
nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locations.

CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

ILLUMINATION SUMMARY
SCALE IN FEET 1 : 150
O' 150' 300'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22

0.05 0.08 0.03
Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9
Roseville Soccer Complex

3.0' above grade

ILLUMINATION SUMMARY

MAX VERTICAL FOOTCANDLES
Entire Grid
Scan Average: 0.0291
Maximum: 0.07
Minimum: 0.00
No. of Points: 94

LUMINAIRE INFORMATION
Applied Circuits: A, B, C, D, E, F, G, H, I, J
No. of Luminaires: 214
Total Load: 283.92 kW
Guaranteed Performance: The ILLUMINATION described
above is guaranteed per your Musco Warranty
document.

Field Measurements: Individual field measurements may vary from computer-calculated predictions and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

Installation Requirements: Results assume± 3%
nominal voltage at line side of the driver and structures located within 3 feet (lm) of design locations.

CCf:D
mu~.

We Make It Happen® Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

ILLUMINATION SUMMARY
SCALE IN FEET 1 : 300
O' 300' 600'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9
Roseville Soccer Complex

EQUIPMENT LAYOUT
INCLUDES:
· Soccer 1
· Soccer 10
· Soccer 2
· Soccer 3
· Soccer 4
· Soccer 5
· Soccer 6
· Soccer 7
· Soccer 8
· Soccer 9
Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

Installation Requirements: Results assume ± 3%
nominal voltage at line side of the driver and structures located within 3 feet (lm) of design locations.
.i ■ 11ll~l'J •J~••1· ::Jc,-~"l~llll,lj~
Pole Luminaires
u=u• muu,.,,.,u QTY LOCATION SIZE """""~~ ELEVATION HEIGHT TYPE 2 Sl, SlS 70' 70' TLC-LED-1200
70' TLC-LED-1500
11 Sl0, S12 70' 70' TLC-LED-1500
S14, S17
S19, S27
S2, S4
S29
S6 S8
6 Sll,S13 70' 70' TLC-LED-1500
S3, SS 70' TLC-LED-1200
S7, S9
2 S16, S30 70' 70' TLC-LED-1500
1 S18 70' 70' TLC-LED-1500
2 S20, S26 70' 70' TLC-LED-1500
2 S21 S25 70' 70' TLC-LED-1500
2 S22, S24 70' 70' TLC-LED-1500
1 S23 70' 70' TLC-LED-1200
70' TLC-LED-1500
1 S28 70' 70' TLC-LED-1500
1 S31 70' 70' TLC-LED-1200
70' TLC-LED-600
1 S32 70' 70' TLC-LED-600
70' TLC-LED-900
70' TLC-LED-1200
1 S33 70' 70' TLC-LED-600
70' TLC-LED-900
70' TLC-LED-1200
1 S34 70' 70' TLC-LED-900
70' TLC-LED-1200
1 S35 70' 70' TLC-LED-1200
70' TLC-LED-900
70' TLC-LED-1500
1 S36 70' 70' TLC-LED-900
70' TLC-LED-1500
1 S37 70' 70' TLC-LED-900
70' TLC-LED-1500
37 TOTALS .. • This structure utilizes a back-to-back mounting configuration -.ii~~~•=- ■ lh't'JU•~J.1 ll:4:..1H ~=-~••ui::at !•~\'.1.'at1:r• 1:1 Ballast Specifications Line Amperage Per Luminaire {.90 min power factor) (max.draw) Single Phase Voltage 208 220 240 277 347
TLC-LED-1500
TLC-LED-1200
TLC-LED-600
TLC-LED-900
(60) (60) (60) (60) (60)

8.5 8.1 7.4 6.4 5.1

7.0 6.6 6.1 5.2 4.2

3.4 3.2 3.0 2.6 2.0

5.3 5.0 4.6 4.0 3.2
CCf:D
mu~.

We Make It Happen®
380
(60)

4.7 4.0

1.9 2.9
POLE
"'"'
1 2
4 4
2 3
6 6/3*
414*
6/6*
2*
4/2*
6 2
2 2
4 2
2 2
4 6
2 2
3 2
2 4
1 2
214
480
(60)

3.7 3.0

1.5 2.3
Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

EQUIPMENT LAYOUT

ILLUMINATION SUMMARY
Not to be reproduced in whole or part without the written consent of Musco ENGINEERED DESIGN By: Bryce Miles · File #215342D · 03-Jun-22 Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC. VAN NO

PARKING
VAN
NO

PARKING
NO

PARKING
NO

PARKING
VAN NO

PARKING VAN NOPARKING NOPARKING
VAN NO

PARKING VAN NOPARKING VAN NOPARKING VAN
NO

PARKING
VAN
NO

PARKING

S T OR AGE

UNI S E X UNI S E X UNI S E X UNI S E X

S T OR AGE

UNI S E X UNI S E X

S T OR AGE
S7 S8
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
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0 0
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0 0
0 0
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0 0
0 0
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0 0
0 0
0 0
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0 0
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0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
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0 0
0 0
0 0
0 0
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0 0
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0 0
0 0
0 0
0 0
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0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
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0 0
0 0
0 0
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0 0
0 0
0 0
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0 0
0 0
0 0
0 0
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0 0
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0 0
0 0
0 0
0 0
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0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
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0 0
0 0
0 0
0 0
138'
1362'
137'
582'
125'
390'
405'
390'
137'
977'
405'
583'
125'
1362'
138'
1170'
125'
1170'
138'
197'
405'
0'
125'
780'
125'
978'
137'
780'
125'
198'
125'
0'
125'
1362'
125'
582'
138'
1170'
138'
390'
137'
1362'
125'
978'
125'
780'
137'
780'
405'
582'
125'
1170'
138'
198'
138'
978'
405'
390'
138'
582'
125'
198'
405'
197'
405'
198'
138'
390'
125'
582'
137'
0'
125'
390'
S30 S26
S6
S32
S28
S31
S1
S29
S2
S24
S34
S3 S4
S19
S15 S5
S25 S17 S16
S12 S13
S27
S37
S14
S22 S18
S36
S20
S9
S33 S35
S21
S11
S23
S10
SCALE IN FEET 1 : 300
0' 300' 600'
Pole locaƟon(s) dimensions are relaƟve
to 0,0 reference point(s)
Roseville Soccer Complex
Roseville,CA

GRID SUMMARY
Name: 75Ō Elev. Blanket Grid
Size: 360' x 210'
Spacing: 15.0' x 15.0'
Height: 75.0' above grade

ILLUMINATION SUMMARY

MAINTAINED HORIZONTAL FOOTCANDLES
EnƟre Grid
Scan Average: 0.00
Maximum: 0
Minimum: 0
Avg / Min: -
Max / Min: -
UG (adjacent pts): 0.00
No. of Points: 8490

LUMINAIRE INFORMATION
Applied Circuits: A, B, C, D, E, F, G, H, I, J
No. of Luminaires: 214
Total Load: 283.92 kW
Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and
includes a 0.95 dirt depreciaƟon factor.

Field Measurements: Individual Įeld measurements may vary from computer-calculated predicƟons and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

InstallaƟon Requirements: Results assume ± 3%
nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons.

CJ:XX)
m~. We Make It Happen,,

SCALE IN FEET 1 : 300
O' 300' 600'
ENGINEERED DESIGN By: Bryce Miles· File #215342C · 05-May-22 Pole location(s) -$-dimensions are relative
to 0,0 reference point(s) Q9
Roseville Soccer Complex

EQUIPMENT LAYOUT
INCLUDES:
· Soccer 1
· Soccer 10
· Soccer 2
· Soccer 3
· Soccer 4
· Soccer 5
· Soccer 6
· Soccer 7
· Soccer 8
· Soccer 9
Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

Installation Requirements: Results assume ± 3%
nominal voltage at line side of the driver and structures located within 3 feet (lm) of design locations.
.i ■ 11ll~l'J •J~••1· ::Jc,-~"l~llll,lj~
Pole Luminaires
u=u• muu,.,,.,u QTY LOCATION SIZE """""~~ ELEVATION HEIGHT TYPE 2 Sl, SlS 70' 70' TLC-LED-1200
70' TLC-LED-1500
11 Sl0, S12 70' 70' TLC-LED-1500
S14, S17
S19, S27
S2, S4
S29
S6 S8
6 Sll,S13 70' 70' TLC-LED-1500
S3, SS 70' TLC-LED-1200
S7, S9
2 S16, S30 70' 70' TLC-LED-1500
1 S18 70' 70' TLC-LED-1500
2 S20, S26 70' 70' TLC-LED-1500
2 S21 S25 70' 70' TLC-LED-1500
2 S22, S24 70' 70' TLC-LED-1500
1 S23 70' 70' TLC-LED-1200
70' TLC-LED-1500
1 S28 70' 70' TLC-LED-1500
1 S31 70' 70' TLC-LED-1200
70' TLC-LED-600
1 S32 70' 70' TLC-LED-600
70' TLC-LED-900
70' TLC-LED-1200
1 S33 70' 70' TLC-LED-600
70' TLC-LED-900
70' TLC-LED-1200
1 S34 70' 70' TLC-LED-900
70' TLC-LED-1200
1 S35 70' 70' TLC-LED-1200
70' TLC-LED-900
70' TLC-LED-1500
1 S36 70' 70' TLC-LED-900
70' TLC-LED-1500
1 S37 70' 70' TLC-LED-900
70' TLC-LED-1500
37 TOTALS .. • This structure utilizes a back-to-back mounting configuration -.ii~~~•=- ■ lh't'JU•~J.1 ll:4:..1H ~=-~••ui::at !•~\'.1.'at1:r• 1:1 Ballast Specifications Line Amperage Per Luminaire {.90 min power factor) (max.draw) Single Phase Voltage 208 220 240 277 347
TLC-LED-1500
TLC-LED-1200
TLC-LED-600
TLC-LED-900
(60) (60) (60) (60) (60)

8.5 8.1 7.4 6.4 5.1

7.0 6.6 6.1 5.2 4.2

3.4 3.2 3.0 2.6 2.0

5.3 5.0 4.6 4.0 3.2
CCf:D
mu~.

We Make It Happen®
380
(60)

4.7 4.0

1.9 2.9
POLE
"'"'
1 2
4 4
2 3
6 6/3*
414*
6/6*
2*
4/2*
6 2
2 2
4 2
2 2
4 6
2 2
3 2
2 4
1 2
214
480
(60)

3.7 3.0

1.5 2.3
Nol to be reproduced in whole or part without the written consent of Musco Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC.

EQUIPMENT LAYOUT

ILLUMINATION SUMMARY
Not to be reproduced in whole or part without the written consent of Musco ENGINEERED DESIGN By: Bryce Miles · File #215342D · 03-Jun-22 Sports Lighting, LLC. ©1981, 2022 Musco Sports Lighting, LLC. VAN NO

PARKING
VAN
NO

PARKING
NO

PARKING
NO

PARKING
VAN NO

PARKING VAN NOPARKING NOPARKING
VAN NO

PARKING VAN NOPARKING VAN NOPARKING VAN
NO

PARKING
VAN
NO

PARKING

S T OR AGE

UNI S E X UNI S E X UNI S E X UNI S E X

S T OR AGE

UNI S E X UNI S E X

S T OR AGE
S7 S8
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138'
1362'
137'
582'
125'
390'
405'
390'
137'
977'
405'
583'
125'
1362'
138'
1170'
125'
1170'
138'
197'
405'
0'
125'
780'
125'
978'
137'
780'
125'
198'
125'
0'
125'
1362'
125'
582'
138'
1170'
138'
390'
137'
1362'
125'
978'
125'
780'
137'
780'
405'
582'
125'
1170'
138'
198'
138'
978'
405'
390'
138'
582'
125'
198'
405'
197'
405'
198'
138'
390'
125'
582'
137'
0'
125'
390'
S30 S26
S6
S32
S28
S31
S1
S29
S2
S24
S34
S3 S4
S19
S15 S5
S25 S17 S16
S12 S13
S27
S37
S14
S22 S18
S36
S20
S9
S33 S35
S21
S11
S23
S10
SCALE IN FEET 1 : 300
0' 300' 600'
Pole locaƟon(s) dimensions are relaƟve
to 0,0 reference point(s)
Roseville Soccer Complex
Roseville,CA

GRID SUMMARY
Name: 75Ō Elev. Blanket Grid
Size: 360' x 210'
Spacing: 15.0' x 15.0'
Height: 75.0' above grade

ILLUMINATION SUMMARY

MAINTAINED HORIZONTAL FOOTCANDLES
EnƟre Grid
Scan Average: 0.00
Maximum: 0
Minimum: 0
Avg / Min: -
Max / Min: -
UG (adjacent pts): 0.00
No. of Points: 8490

LUMINAIRE INFORMATION
Applied Circuits: A, B, C, D, E, F, G, H, I, J
No. of Luminaires: 214
Total Load: 283.92 kW
Guaranteed Performance: The ILLUMINATION described above is guaranteed per your Musco Warranty document and
includes a 0.95 dirt depreciaƟon factor.

Field Measurements: Individual Įeld measurements may vary from computer-calculated predicƟons and should be taken in accordance with IESNA RP-6-15.

Electrical System Requirements: Refer to Amperage
Draw Chart and/or the "Musco Control System Summary"
for electrical sizing.

InstallaƟon Requirements: Results assume ± 3%
nominal voltage at line side of the driver and structures located within 3 feet (1m) of design locaƟons.

CJ:XX)
m~. We Make It Happen,,

COUNCIL COMMUNICATION
CC #: 2253
File #: 0200
Title: Fiscal Year 2021-22 Third Quarter Financial Report Contact: Scott Pettingell 916-774-1306 [email protected] Meeting Date: 8/17/2022
Item #: 7.2.

RECOMMENDATION TO COUNCIL
This is an informational item and requires no City Council action.

BACKGROUND
This attached report provides a high-level summary of the City's financial position through the third quarter of FY2021-22 for (1) the General Fund, (2) the enterprise operating funds, and (3) revenues in other selected funds. The attached report is provided pursuant to the Budget Control section of the City Charter (Section 7.15 Budget Control).

FISCAL IMPACT
This item is a financial update only and has no fiscal impact.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060(c)(3) and §15378. Financial updates meet the above criteria and are not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal A - Remain fiscally responsible in a changing world Respectfully Submitted,
Scott Pettingell, Assistant Finance Director
Dennis Kauffman, Assistant City Manager/Chief Financial Officer _____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
FY2021-22 Third Quarter Report
Third Quarter Report
Fiscal Year 2021-22
1 Overview
This financial report provides an overview of the City’s financial position through the third quarter of the fiscal year (FY) 2021-22 (July 1, 2021 through March 31, 2022) for:
(1) the General Fund;
(2) the major enterprise operating funds; and
(3) revenues in other selected funds.

Considerations
Through the third quarter of FY2021-22, the City continued to feel the impacts of the COVID-19 pandemic, including increasing costs of equipment/fuel/supplies/materials, supply chain issues causing delays in receiving equipment/supplies/materials, challenges in filling vacant positions because of increased attrition and reduced number of applicants, and continued reduced attendance to city programs/services (e.g., Parks, Recreation and Libraries, Adventure Club, and Transit).

As detailed in this report, the City’s major tax revenues, i.e., sales tax and hotel tax, have recovered from the impacts of the pandemic; however, the pandemic continued to affect the revenue and expenses of some City programs, including Adventure Clubs, transit and recreation programs, through the third quarter of FY2021-22.

General Fund:

The following factors should be taken into consideration when analyzing third-quarter data:
• More than half of property tax revenue was received in mid-January, but the rest will be received in mid-May.
• Sales tax revenue is derived from taxable sales through January 2022. • Some costs are incurred early in the fiscal year (for example, some contracts like annual memberships), with variances smoothing out over the fiscal year.

Third Quarter Report
Fiscal Year 2021-22
2 General Fund: Operating Revenues
The following table includes cumulative General Fund operating revenue through the third quarter and a revenue budget to actual comparison for FY2021-22.

Budget to Cumulative Revenue Comparison
(July 1 – March 31)
Revenue Type
Amended
Budget Cumulative Revenues Balance Remaining
% of
Budget
Sales and Use Tax - Bradley Burns $ 59,371,253 $ 41,298,176 $ (18,073,077) 70% Sales and Use Tax - Measure B 21,127,000 16,253,207 (4,873,793) 77% Sales and Use Tax - State Aid for Public
Safety 1,327,300 1,102,619 (224,681) 83%
Property Tax 57,867,840 33,098,484 (24,769,356) 57%
Transient Occupancy Tax (TOT) 2,600,000 3,043,830 443,830 117% Parks, Recreation & Library Programs 3,765,768 2,283,947 (1,481,821) 61% Building Permits 2,920,836 2,806,604 (114,232) 96%
Plan Check Fees 2,606,322 1,960,940 (645,382) 75%
Engineering Inspection Fees 558,000 318,166 (239,834) 57% Grants 239,535 60,985 (178,550) 25%
Other Revenues 13,118,564 12,260,709 (857,855) 93%
Total $ 165,502,418 $ 114,487,667 $ (51,014,751) 69%
70%
77%
83%
57%
117%
61%
96%
75%
57%
25%
93%
0% 20% 40% 60% 80% 100% 120%
Sales and Use Tax - Bradley Burns
Sales and Use Tax - Measure B
Sales and Use Tax - Public Safety
Property Tax
Transient Occupancy Tax (TOT)
Parks, Recreation & Library
Building Permits
Plan Check Fees
Engineering Inspection Fees
Grants
Other Revenues
General Fund Operating Revenues
Cumulative Percentage of Revenue Collected
(July 1 – March 31)
% of Revenue Collected Amended
Budget
(Millions)
$ 59.37 M
$ 21.13 M
$ 1.33 M
$ 57.87 M
$ 2.60 M
$ 3.77 M
$ 2.92 M
$ 2.61 M
$ .56 M
$ .24 M
$ 13.12 M
3 General Fund operating revenues collected through the third quarter are at 69 percent of the budget primarily due to the timing associated with receiving some of the more significant tax revenue sources. For instance, property tax is the second largest General Fund revenue source, but most of this funding is received in two installments. The second installment is received during the fourth quarter of the fiscal year.

The following is an explanation of the notable variances:
 Bradley Burns and Measure B Sales Tax – The City's Bradley Burns and Measure B Sales Tax revenues through the third quarter are 70 percent and 77 percent of the budget. Sales tax revenue received by the City through the third quarter is derived from taxable sales through January 2022.

To date, the City has received Bradley Burns and Measure B Sales Tax distributions from taxable sales through the end of May. These amounts total $65,074,858 in Bradley Burns Sales Tax and $25,845,866 in Measure B Sales Tax.

Based on the City's sales tax consultant's latest sales tax analysis and forecast, these revenues will exceed the revenue budget due to inflation and strong economic activity in the general retail, food products, transportation, and construction sectors. The consultant provides a year-end forecast that includes conservative, most-likely, and optimistic scenarios (see chart below). The consultant's most-likely forecast indicates that revenues may end at $71.3 million (Bradley Burns) and $28.2 million (Measure B), or $11.9 million and $7.1 million above adopted budget estimates, respectively.

Revenue Type
Amended
Budget Conservative Most-Likely Optimistic
Sales and Use Tax - Bradley Burns $ 59,371,253 $ 66,110,500 $ 71,316,619 $ 76,522,700 Sales and Use Tax - Measure B 21,127,000 25,602,400 28,258,770 30,915,100 Total $80,498,253 $ 91,712,900 $ 99,575,389 $107,437,800 The provided graphs show Bradley Burns and Measure B Sales and Use Tax revenues as compared to budget and the projected year-end results.
$21.1
$16.3
$28.2
$0
$5
$10
$15
$20
$25
$30
Budget Actuals Year‐end
Projection
Millions
Measure B Sales & Use Tax
$59.4
$41.3
$71.3
$0
$10
$20
$30
$40
$50
$60
$70
$80
Budget Actuals Year‐end
Projection
Millions
Bradley Burns Sales & Use Tax Revenues
4 Additional Sales Tax Information: The City's sales tax consultant has prepared a detailed sales tax report and business activity. The report provides a list of the top 25 sales tax remitters, a summary of cash receipts, and sales tax data by economic category. A copy of the report is attached to the end of this report.
 Secured, Unsecured and Supplemental Property Tax
Property tax revenues are at 57 percent of revenues, or $33.1 million, as of the end of the third quarter. The City collects most of the second installment of property taxes during the fourth quarter of the fiscal year. As of June 2022, the City has received $57.7 million in property tax revenues. Based on the information provided by the
County Assessor and the City's property tax consultant, staff anticipates that this will end the year at $59.5 million or approximately $1.6 million above estimates.
 Transient Occupancy Tax (TOT) - The City's TOT
revenues, also known as the hotel tax, are tracking higher than anticipated. Through the end of the third quarter, revenues are at 117% of estimates, at $3 million compared to the budget target amount of $2.6 million. Hotel tax collected through May 2022 exceeded budget estimates at approximately $4 million. Staff budgeted a conservative amount of TOT in FY2021-22 due to the economic uncertainty of the pandemic last spring when the current year budget was developed. The City’s TOT consultant projects that the City will end the year at $4.17 million or approximately $1.6 million above estimates.
 Parks, Recreation & Library (PR&L) Programs - Parks, Recreation & Libraries (PRL) program revenues are 61 percent of the budget through the third quarter. FY2021-22 has been a rebuilding year, with COVID-19 pandemic impacts affecting the first and second quarters. Although revenue continued to be low through the third quarter compared to budget, PRL expects improvement during the fourth quarter. Programs and events are back, sports teams are on the fields, and parks and trails are as busy. The PR&L Department anticipates offsetting any revenue shortfall with expenditure savings from materials, services, supplies, and vacancies.  Building Permits, Plan Check Fees, Engineering Inspection Fees - Building permit revenues are trending higher than budget due to sustained increases in the City's development activity. Building plan check revenues are on budget as of the third quarter. Inspection fees are trending lower than budget at 57 percent but are offset by a corresponding increase in secondary labor cost recovery $57.9
$33.1
$59.5
$0
$10
$20
$30
$40
$50
$60
$70
Budget Actuals Year‐end
Projection
Millions
Property Tax Revenues
5 due to workload shifting toward more full-cost projects. Staff anticipates that overall revenues in this category will exceed budget by the end of the fiscal year.  Grants - Grant revenues through the third quarter are at 25 percent of budget due to the timing of the claims.
 Other Revenues - Other revenues include reimbursements from the State, development reimbursement activity, property transfer tax, business license tax, rental payments, animal licensing, passport processing, permit, franchise, and other fees. As of the end of the third quarter, revenues in this category are at 93 percent of budget estimates.

General Fund: Operating Expenditures
The following table includes cumulative third quarter expenditure comparisons for General Fund departments for FY2021-22.

Budget to Cumulative Expenditure Comparison
(July 1 – March 31)
Department Amended
Budget Cumulative Expenditures Balance Remaining
% of
Budget
Police $ 49,440,606 $ 35,967,133 $ 13,473,473 73%
Fire 40,847,185 28,674,675 12,172,510 70%
Parks, Recreation & Libraries 28,579,790 18,760,568 9,819,222 66% General Government* 11,261,944 6,991,634 4,270,310 62%
Development Services 10,517,471 6,411,292 4,106,179 61% Public Works 8,824,707 5,957,737 2,866,970 68%
Economic Development & Housing 769,809 777,292 (7,483) 101% Total $ 150,241,512 $ 103,540,331 $ 46,701,181 69%
(1) General Government includes the following departments: City Council, City Manager’s Office, City Attorney’s Office, City Clerk, Finance, Public Affairs and Communications, and Human Resources. 6 General Fund expenditures are tracking below target compared to the budget at 69 percent through the third quarter of the fiscal year. The slightly lower spending rate (69 percent versus 75 percent of the year elapsed) is primarily due to cost savings from vacancies in the Parks, Recreation and Libraries, Development Services, Public Works, and other General Fund departments.

The expenditure budget consumption for the Police Department is on target at 73 percent. The Fire Department is trending 5 percent lower than budget due to equipment, maintenance, and facility rehabilitation expenditures anticipated to occur in the fourth quarter. Both public safety departments are expected to remain within budget for the remainder of the fiscal year.

Parks, Recreation & Libraries expenditures are 66 percent of the budget due to cost controls in materials, services, supplies, and temporary and full-time position vacancies. As mentioned earlier in this report, these savings will offset anticipated revenue shortages.

The lower spending rate in the Public Works Department is primarily due to reduced seasonal operations in the winter months and substantial vacancies experienced through the end of the third quarter. Expenditures in the fourth quarter are expected to increase once positions are filled. Staff anticipates that the Public Works Department will end the year under budget.

Development Services expenditures are at 61 percent of the budget through the third quarter due to a decreased need for various office supplies and equipment and reduced training and travel costs as continued effects of the pandemic. Staff anticipates that overall expenditures will increase slightly in the 73%
70%
66%
62%
61%
68%
101%
0% 20% 40% 60% 80% 100% 120%
Police
Fire
Parks, Recreation & Libraries
General Government
Development Services
Public Works
Economic Development
General Fund Department Operating Expenditures
Percentage of Budget Expended
(July 1 – March 31)
% of Budget Expended Amended
Budget
(Millions)
$ 35.97 M
$ 28.67 M
$ 18.76 M
$ 6.99 M
$ 6.41 M
$ 5.96 M
$ .78 M
7 fourth quarter as office attendance and training return to in-person settings; however, overall department expenditures are expected to end the fiscal year under budget.

The Economic Development Department has exceeded its budget through the third quarter primarily due to leave payoffs, membership payments paid at the beginning of the fiscal year, and the timing associated with posting reimbursements for labor costs in the Housing division. The Housing Division is budgeted in the General Fund and reimbursed from several housing-related funds (i.e., Housing Authority Housing Choice Voucher and Community Development Block Grant). Staff will process the necessary reimbursements to fully reimburse the General Fund by the end of the fiscal year. Funding for leave payoffs resulting from retirement is budgeted centrally in the General Fund. As needed, these funds will be moved to Economic Development at the end of the year to ensure the Department does not exceed its budget.

Enterprise Funds: Operating Revenues and Expenditures
Revenues
Operating revenues in the
Electric Fund are tracking 11
percent higher than budget
due to increased retail sales
attributable to multiple factors
such as new development,
hydroelectric surcharge,
approved rate increases,
warmer than average
temperatures, and stronger than expected customer usage. Water Operations revenues are on target through the third quarter at 75 percent. Wastewater revenues are tracking low by 4 percent due to the timing of expense reimbursements from regional partners, which are primarily collected during the third and fourth quarters. Waste Services revenues are higher than anticipated at 86 percent due to increased residential consumption and new development.

The larger budget to actual variances in the Transit and Transportation enterprise funds is due to the timing associated with their primary funding streams. This year the majority of their revenue will be realized in the last two months of the fiscal year.

Transit operating revenues continue to experience the effects of reduced services and losses in passenger fares due to low ridership resulting from COVID-19 through the third quarter of FY2021-22. Although demand for commuter services has slowly increased over the past year, a 35 percent reduction in commuter service remains since most State government employees, who constitute the bulk of commuter passengers, 8 continue to telework at least two to three days per week. The American Rescue Plan Act (ARPA) of 2021 will continue to support Roseville Transit operations during the remainder of the fiscal year. Transportation revenues are expected to be on budget through the end of the fourth quarter, once Local Transportation Funds are recognized at year-end.

Revenues in the Youth Development fund are 61 percent of the budget through the third quarter of the fiscal year. While enrollment continues to rebound, some factors such as requirements established for childcare services to limit attendance due to cohort restrictions by licensing, parents continuing to work from home, and temporary part-time staff shortages continue contributing to the reduced revenues. The revenue shortfall through year-end will be covered by controlling expenditures, and support from ARPA funding.

Expenditures
Operating expenditures for the
Electric fund are trending
lower than budget through the
third quarter at 69 percent due
to vacancies and rebate
programs savings resulting
from fewer commercial energy
efficiency projects and lower
residential energy efficiency program participation. Spending in the Environmental Utilities is tracking lower than budget due to vacant positions and COVID-related limitations on operational plans, including travel and training. Transit and Transportation expenditures are lower than anticipated due to vacancies, operational adjustments related to transit ridership reductions reflected in reduced contracts and fuel costs, and timing of spending.

Youth Development Fund expenditures are at 55% of budget through the third quarter due to the measures taken to reduce operational costs to mitigate the impact of decreased enrollment. The Youth Development Fund’s FY2021-22 budget indicated an expected shortfall. While a shortfall is still expected, it is projected to be less than budget. Staff will address this anticipated year-end deficit with support from American Rescue Plan Act funds in the proposed FY2022-23 budget.
9 Other Revenue
The table presented shows
revenues in the Fire Facilities,
Public Facilities, and Strategic
Improvement Funds through
the third quarter of FY2020-
21 and FY2021-22. The revenue estimates for these three funds are generally based on a multi-year trend analysis of forecasted single-family, multi-family, commercial development, and prior-year revenue collections. The sustained increase in development activity throughout the City during the first three-quarters of FY2021-22 has caused revenues in the Fire Facilities, Public Facilities, and Strategic Improvement Funds to exceed budget estimates, with 37 percent, 45 percent, and 18 percent, respectively, above budget target.

After the approval of the FY2021-22 budget, the revenue estimate in the Strategic Improvement Fund was increased by $2.5 million to $4.6 million via transfers for the use of 243.4 acres of vacant land by the Environmental Utilities Department for future operational requirements.

Top 25 Sales Tax Remitters California sales tax cash receipts increased by 19% from the same quarter last year. In this jurisdiction sales tax cash ARCO AM/PM MINI MARTS receipts increased by 11.6% from the same quarter last year AUTONATION CHRYSLER DODGE JEEP RAM ROSEVILLE due to a increase of $172,737,000 in Taxable Sales.

AUTONATION HONDA
BEST BUY STORES Cash Receipts Quarter Annual
BMW OF ROSEVILLE Roseville 11.6% 21.8%
CARMAX AUTO SUPERSTORES Placer Countywide Pool -1.5% 3.8% CHEVRON SERVICE STATIONS Placer Countywide 13.7% 20.0%
COSTCO WHOLESALE Sacramento Valley Region 15.9% 20.9%
FUTURE FORD Statewide 19.0% 23.4%

FUTURE NISSAN
GMC RELIABLE Annualized Percent Change in Sales Tax Cash Receipts

HOME DEPOT

JOHN L SULLIVAN CHEVROLET

LEXUS OF ROSEVILLE

LOWE'S HOME CENTERS

MACY'S DEPARTMENT STORE

MCKESSON MEDICAL -SURGICAL

NIELLO ACURA

NORDSTROM DEPARTMENT STORE

ROSEVILLE HYUNDAI

ROSEVILLE TOYOTA & SCION

SAM'S CLUB

TARGET STORES

VANDERBEEK MOTORS

WAL MART STORES
Business Activity Quarter Annual Quarter Annual Quarter Annual

14.5% 32.0% 7.3% 36.0% 6.8% 25.5%

20.8% 28.9% 16.7% 24.6% 19.5% 29.4%

7.7% 20.2% 11.2% 19.4% 15.5% 20.3%

12.6% 11.3% 18.5% 17.4% 3.0% 3.1%
General Retail (e.g., dept. stores, misc. retail)
Food Products (e.g., markets and restaurants)
Transportation (e.g., new & used autos, gas stations)
Construction (e.g., retail & wholesale construction)
Business To Business (e.g., IT, industrial equip. etc.) 1.3% 2.8% 18.7% 14.0% 5.8% 6.4% TOTAL LOCAL BUSINESS ACTIVITY 11.0% 22.0% 12.8% 23.4% 10.7% 18.7% COUNTYWIDE POOL ACTIVITY -3.4% 5.3% 9.7% 2.0% 14.7% 6.1% City of Roseville
Roseville Sacramento Valley California
Quarterly Report on Sales Tax and Business Activity
1st Quarter 2022 in Review
-12.0%
-6.0%

0.0%

6.0%

12.0%

18.0%

24.0%

30.0%
Roseville Placer Countywide Statewide
10 Roseville
Annual Per Capita Sales Tax
Adjusted for Inflation
(Constant 2018 $)
City of Roseville
News
• Economic Activity: Real Gross Domestic Product (GDP) decreased at an annual rate of 1.6% in the first quarter of 2022, according to the "third" estimate released by the Bureau of economic Analysis. U.S. inflation accelerated to

7.9% in February of 2022, while California's inflation, accelerated from 7.5% in January of 2022 to 8.3% year-overyear in March of 2022. (BEA, BLS, March Finance Bulletin) • Employment: The U.S. unemployment rate fell from 3.8% in February 2022 to 3.6% in March 2022. California’s unemployment rate decreased from 5.3% in February 2022 to 4.9% in March 2022. (April Finance Bulletin )
• Personal Income: U.S. personal income decreased by 3.0% for the first quarter of 2022, compared to same quarter previous year. (BEA)
2018Q1 $386 2019Q1 $372 2020Q1 $360 2021Q1 $363 2022Q1 $399 $42 $44 $49 $70 $68 $1 $2 $2
$2 $2 $41 $39 $42
$35 $33 $22 $19 $19
$21 $22
$122 $118 $109
$114 $127
$44 $43 $41
$37
$44
$113
$107 $98 $84
$103
General Retail
Food Products
Transportation
Construction
Business To Business
Miscellaneous
County Pool
(Cash Basis)
11 COUNCIL COMMUNICATION
CC #: 2265
File #: 0200 & 0400-04-09-01
Title: Tax and Equity Fiscal Responsibility Act Hearing - Hayden Parkway Apartments Contact: Jeannine Thrash 916-774-5473 [email protected] Dennis Kauffman 916-774-5313 [email protected]
Meeting Date: 8/17/2022
Item #: 8.1.

RECOMMENDATION TO COUNCIL
Staff recommends that the City Council:

1. Conduct a Tax Equity and Fiscal Responsibility Act (TEFRA) Hearing in consideration of the issuance of tax-exempt bond financing by the California Statewide Communities Development Authority (CSCDA) for the benefit of Fiddyment Affordable Partners, L.P., to provide financing for the acquisition, construction, improvement, and equipping of a 94-unit multifamily rental housing project generally known as Hayden Parkway Apartments; and

2. Adopt a resolution approving the issuance of Bonds by the CSCDA not to exceed $28,000,000, for the benefit of Fiddyment Affordable Partners, L.P., to provide financing for the acquisition, construction, improvement, and equipping of a 94-unit multifamily rental housing project generally known as Hayden Parkway Apartments.

BACKGROUND
Fiddyment Affordable Partners, L.P. (the Borrower) has requested that the CSCDA serve as the municipal issuer of tax-exempt multi-family housing revenue bonds in an aggregate principal amount not to exceed $28,000,000 (the Bonds). The proceeds of the Bonds will be used for the purpose of CSCDA making a loan to the Borrower, to enable the Borrower to finance the acquisition, construction, improvement and equipping of a 94-unit affordable multifamily housing rental project located at North Hayden Parkway and Crawford Parkway, in Roseville, California (the Project), which will be owned and operated by the Borrower.

On June 15, 2022 the Project received an award of private activity bond allocation from the California Debt Limit Allocation Committee. The Project will contain a mix of one, two, and threebedroom units ranging from 638 sq. ft. to 1,130 sq. ft., and limited to those earning less than 60% of the area median income. The Project is organized around a communal, landscaped amenity space, anchored by a one-story community clubhouse complex. Amenities will include a community room, pool, outdoor barbecue, on-site service coordinator, after-school care for school-age children during the school year, and green space for outdoor activities. Construction of these units assists the City in meeting its Regional Housing Needs Allocation (RHNA) from the State of California and offers affordable housing opportunities to the local workforce and community. The City's Affordable Rental Housing Agreement (ARHA) for the affordable units will return to the City Council for action prior to the issuance of building permits for this project.

In order for all or a portion of the Bonds to qualify as tax-exempt bonds, the City must conduct a public hearing providing the members of the community an opportunity to speak in favor of or against the use of tax-exempt bonds for the financing of the Project. Adoption of the attached resolution is solely for the purposes of satisfying the requirements of the Tax Equity and Fiscal Responsibility Act (TEFRA), the Internal Revenue Code and the California Government Code Section 6500 et seq. Prior to such TEFRA Hearing, reasonable notice must be provided to the members of the community. Following the close of the TEFRA Hearing, an “applicable elected representative” of the governmental unit hosting the Project must provide its approval of the issuance of the Bonds for the financing of the Project.

CSCDA is a joint powers authority sponsored by the League of California Cities (League) and the California State Association of Counties (CSAC). CSCDA was created by the League and CSAC in 1988 to enable local government and eligible private entities access to low-cost, taxexempt financing for projects that provide a tangible public benefit, contribute to social and economic growth and improve the overall quality of life in local communities throughout California.

CSCDA is comprised of more than 530 members, including the City of Roseville. CSCDA has issued more than $70 billion through 1,800+ financings since 1988 and consistently ranks in the top 10 of more than 3,000 nationwide public issuers of tax-exempt debt, as measured by annual issuance amount.

FISCAL IMPACT
There is no fiscal impact to the City. The Bonds will be issued as limited obligations of CSCDA, payable solely from revenues and receipts derived from a loan to be made by CSCDA to the Borrower with the Bond proceeds. The City bears no liability with respect to the issuance of the Bonds. Further, the City is not a party to any of the financing documents related to the Bond issuance and is not named in any of the disclosure documents describing the Bonds or the proposed financing.

ENVIRONMENTAL REVIEW
Environmental review for the Hayden Parkway project is occurring independent of this particular action, which is solely regarding tax-exempt bond financing. The California Environmental Quality Act (CEQA) does not apply to activities that will not result in a direct or reasonably foreseeable indirect physical change in the environment, or is otherwise not considered a project as defined by CEQA Statute §21065 and CEQA State Guidelines §15060 (c)(3) and §15378. Adoption of the resolution meets the above criteria and is not subject to CEQA. No additional environmental review is required.

CITY COUNCIL STRATEGIC PLAN/OVERARCHING GOALS
Goal F - Invest in well-planned infrastructure and growth Respectfully Submitted,
Jeannine Thrash, Management Analyst
Dennis Kauffman, Assistant City Manager/Chief Financial Officer _____________________________
Dominick Casey, City Manager
ATTACHMENTS:

Description
Resolution 22-327
Notice of Hearing
RESOLUTION 22-327

A RESOLUTION OF THE CITY COUNCIL OFTHE CITY OF ROSEVILLE

APPROVING THE ISSUANCE BY THE CALIFORNIA STATEWIDE

COMMUNITIES DEVELOPMENT AUTHORITY OF EXEMPT FACILITY

BONDS FOR THE HAYDEN PARKWAY APARTMENTS
WHEREAS, the California Statewide Communities Development Authority (the "Authority") is authorized pursuant to the provisions of California Government Code Section 6500 et seq. and the terms of an Amended and Restated Joint Exercise of Powers Agreement, dated as ofJune 1, 1988 (the "Agreement"), among certain local agencies throughout the State of California, including the City of Roseville (the "City"), to issue revenue bonds in accordance with Chapter 7 of Part 5 of Division 31 of the California Health and Safety Code for the purpose of financing multifamily rental housing projects; and
WHEREAS, Fiddyment Affordable Partners, L.P. or a partnership of which Hampstead Development Partners, Inc. (the "Developer") or a related person to the Developer is the general partner, has requested that the Authority adopt a plan of financing providing for the issuance of exempt facility bonds for a qualified residential rental project pursuant to Section 142(a)(7) of the Internal Revenue Code of 1986 (the "Code") in one or more seriesissued from time to time, including bonds issued to refund such exempt facility bonds in one or more series from time to time, and at no time to exceed $28,000,000 in outstanding aggregate principal amount (the "Bonds"), to finance or refinance the acquisition, construction and development of a multifamily rental housing project located at 2801 North Hayden Parkway, Roseville, California (the "Project"); and WHEREAS, pursuant to Section 147(f) of the Code, prior to their issuance, the Bonds are required to be approved by the "applicable elected representative" of the governmental units on whose behalf such bonds are expected to be issued and by a governmental unit having jurisdiction over the entire area in which any facility financed by such bonds is to be located, after a public hearing held following reasonable public notice; and
WHEREAS, the members of this CityCouncil (this "CityCouncil") are the applicable elected representatives of the City; and
WHEREAS, there has been published, at least 7 days prior to the date hereof, in a newspaper of general circulation within the City, a notice that a public hearing regarding the Bonds would be held on a date specified in such notice;and
WHEREAS, such public hearing was conducted on such date, at which time an opportunity was provided to interested partiesto present arguments both for and against the issuance of the Bonds; and
WHEREAS, the Authority is also requesting that the City Council approve the issuance of any refunding bonds hereafter issued by the Authority for the purpose of refinancing the Bonds which financed the Project (the "Refunding Bonds"), but only in such cases where federal tax laws would not require additional consideration or approval by the City Council; and WHEREAS, it is intended that this resolution shall constitute the approval of the issuance of the Bonds required by Section 147(f) of the Code and Section 9 of the Agreement;

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ROSEVILLE AS FOLLOWS:

Section 1. The City Council hereby approves the issuance of the Bonds and the Refunding Bonds by the Authority for the purposes of financing the Project. It is the purpose and intent of the City Council that this Resolution constitute approval of the issuance of the Bonds by the Authority, for the purposes of (a) Section 147(f) of the Code by the applicable elected representative of the governmental unit having jurisdiction over the area in which the Project islocated, in accordance with said Section 147(f) and (b) Section 9 of theAgreement.

Section 2. The officers of the City are hereby authorized and directed, jointly and severally, to do any and all things and to execute and deliver any and all documents that they deem necessary or advisable in orderto carry out, give effect to and complywith the terms and intent ofthisResolution and the financing approved hereby.

Section 3. The City Council expressly conditions its approval of this Resolution on its understanding that the City shall have no obligation whatsoever to pay any principal, interest, fees or any other costs associated with the Authority’s issuance of the Bonds for the financing of the Project.

Section 4. This resolution shall take effect from and after its passage and approval.

PASSED AND ADOPTED by the Council of the City of Roseville this day of , 2022, by the following vote on rollcall:

AYES COUNCILMEMBERS:

NOES COUNCILMEMBERS:

ABSENT COUNCILMEMBERS:

Mayor
ATTEST:

CityClerk

NOTICE OF PUBLIC HEARING

REGARDING ISSUANCE OF

MULTIFAMILY HOUSING REVENUE BONDS FOR

HAYDEN PARKWAY APARTMENTS
NOTICE IS HEREBY GIVEN that, at 6:00 p.m., or as soon thereafter as the matter can be heard, on Wednesday, August 17, 2022, at the City Council Chambers, 311 Vernon Street, Roseville, California, the City Council of the City of Roseville (the "City") will conduct a public hearing as required by Section 147(f) of the Internal Revenue Code of 1986 (the "Code"), at which it will hear and consider information concerning a proposed plan of financing providing for the issuance by the California Statewide Communities Development Authority of exempt facility bonds for a qualified residential rental project pursuant to Section 142(a)(7) of the Code in one or more series issued from time to time, including bonds issued to refund such exempt facility bonds in one or more series from time to time, and at no time to exceed $28,000,000 in outstanding aggregate principal amount, to finance or refinance the acquisition, construction and development of a multifamily rental housing project located at 2801 North Hayden Parkway, Roseville, California. The facilities are to be owned by Fiddyment Affordable Partners, L.P. (the "Borrower") or a partnership of which Hampstead Development Partners, Inc. (the "Developer") or a related person to the Developer is the general partner (the "Project").

Those wishing to comment on the proposed financing or refinancing and the nature and location of the Project may either appear in person at the public hearing or submit written comments, which must be received by the City prior to the hearing. Written comments should be sent to City of Roseville at 311 Vernon Street, Roseville, California 95678 Attention: City Clerk or email to [email protected].

CITY CLERK

CITY OF ROSEVILLE
Dated: ___________, 2022

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