fabio malek - storage.googleapis.com...801 exit stair proposed building fs=varies fg=varies proposed...
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PROPOSEDBUILDINGFS=VARIESFG=VARIES
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Ventura County Flood Control Department
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VALVE KEY
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AUTO CONTROLLER/
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STATION NUMBER
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13
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GALLONS PER MINUTE
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REMOTE CONTROL
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1"
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VALVE SIZE
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REMOTE CONTROL
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AUTO CONTROLLER/
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STATION NUMBER
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GALLONS PER MINUTE
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REMOTE CONTROL
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1"
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VALVE SIZE
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REMOTE CONTROL
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DRIPPER LINE
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11.2
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NUMBER OF 100' ROLLS
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OF TUBING
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PROJECT NOTES
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1. FIELD VERIFY EXISTING STATIC WATER PRESSURE AND NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING ANY FIELD VERIFY EXISTING STATIC WATER PRESSURE AND NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING ANY WORK. 2. CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TO IDENTIFY AND LOCATE ALL ON-SITE UTILITIES CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TO IDENTIFY AND LOCATE ALL ON-SITE UTILITIES PRIOR TO BEGINNING WORK. THE LANDSCAPE SUB CONTRACTOR SHALL COORDINATE WITH THE PROJECT SUPERINTENDENT AND REVIEW THE EXISTING SITE PRIOR TO BEGINNING WORK TO AVOID CONFLICTS WITH EXISTING UTILITIES AND PROPOSED NEW CONSTRUCTION. 3. THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY TRENCH SETTLING OR IRRIGATION HEAD SETTLING. ALL THE CONTRACTOR WILL BE RESPONSIBLE FOR ANY TRENCH SETTLING OR IRRIGATION HEAD SETTLING. ALL TRENCHES WILL BE BACK FILLED WITH CLEAN SOIL, COMPACTED AND REPLANTED WITH APPROVED SHRUB OR GROUND COVER TO MATCH EXISTING PLANTING. ALL HEADS THAT SETTLE WILL BE RAISED TO 1/2" ABOVE FINISH GRADE. PROVIDE ADDITIONAL SOIL AS NECESSARY AND HAND TAMP AROUND HEAD TO PREVENT FUTURE SETTLING. PROVIDE NEW SEED OR PLANT MATERIAL AS NEEDED TO COMPLETE REPAIR. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SLEEVING INSTALLED UNDER ALL PAVED SURFACES. PROVIDE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SLEEVING INSTALLED UNDER ALL PAVED SURFACES. PROVIDE SEPARATE INDIVIDUAL SLEEVES FOR MAINLINE, LATERALS, AND REMOTE CONTROL VALVE WIRES. LATERAL SLEEVING SHALL BE SIZED (3) PIPE SIZES LARGER THAN THE LATERAL PIPE TO BE SLEEVED. 5. THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PROPERTY THE IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY. INSTALL ALL IRRIGATION EQUIPMENT WITHIN PROPERTY LINES AND WITHIN LANDSCAPE PLANTERS WHENEVER POSSIBLE. 6. THE CONTRACTOR WILL BRAND INTO THE REMOTE CONTROL VALVE BOX LIDS THE NEW VALVE STATION NUMBER AND THE CONTRACTOR WILL BRAND INTO THE REMOTE CONTROL VALVE BOX LIDS THE NEW VALVE STATION NUMBER AND RELATED NEW AUTO CONTROLLER LETTER. PROVIDE CHRISTY STANDARD SIZE I.D. TAGS CONNECTED TO EACH VALVE SOLENOID WITH NEW STATION NUMBER AND RELATED NEW AUTO CONTROLLER LETTER. 7. THE CONTRACTOR SHALL INSTALL ALL IRRIGATION REMOTE CONTROL VALVES, GATE VALVES, AND QUICK COUPLING THE CONTRACTOR SHALL INSTALL ALL IRRIGATION REMOTE CONTROL VALVES, GATE VALVES, AND QUICK COUPLING VALVES A MINIMUM DISTANCE OF 10'-0" FROM ALL TREE TRUNK LOCATIONS ILLUSTRATED ON PLANTING PLAN. CONFIRM LAYOUT OF PROPOSED TREE LOCATIONS PRIOR TO INSTALLING ANY VALVE. 8. UTILITIES MAY HAVE BEEN OMITTED ON THE IRRIGATION SHEETS. REVIEW CIVIL ENGINEER'S DRAWINGS AND UTILITIES MAY HAVE BEEN OMITTED ON THE IRRIGATION SHEETS. REVIEW CIVIL ENGINEER'S DRAWINGS AND EXERCISE CARE IN EXCAVATION WHILE PROTECTING EXISTING UTILITIES IN PLACE.
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SHEET TITLE
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CLIENT
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PROJECT
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1424 PATRICIA AVE.
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SIMI VALLEY, CA 93065
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211 PASEO DE SUENA
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REDONDO BEACH, CA
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459 N. VENTURA AVE., VENTURA CA 93001
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(805) 642-3641 FAX (805) 653-7874
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LANDSCAPE ARCHITECTS, INC.
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2018
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JORDAN, GILBERT & BAIN
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C
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Jordan, Gilbert & Bain Landscape Architects, Inc.
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THESE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE INSTRUMENTS OF PROFESSIONAL SERVICES AND AS SUCH ARE THE PROPERTY OF JORDAN, GILBERT & BAIN LANDSCAPE ARCHITECTS, INC. REPRODUCTION OR OTHER USE NOT AUTHORIZED BY JORDAN, GILBERT & BAIN IS PROHIBITED WITHOUT WRITTEN APPROVAL.
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DRAWING
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SHEET OF 7
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SUBMITTAL
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BID
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CONSTRUCTION
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PRINTED FOR:
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10/4/18
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DATE
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DATE
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CHECKED:
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DRAWN:
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MHB
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MG
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NO.
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REVISIONS
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DATE
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BY
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DESCRIPTION
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PROJECT No.
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16.51
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~
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SIGNATURE
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RENEWAL DATE
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DATE
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11-19
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C.
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10-4-18
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PHONE: (310) 918-5455
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APN: 632-0-080-085
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1
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EMITTER & DRIPPER TUBING PLAN
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SCALE: 1/16" = 1'-0"
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TREE BUBBLER PLAN
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SCALE: 1/16" = 1'-0"
AVERAGE ETAF
SITEWIDE ETAF
FAB
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SYMBOL
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DESCRIPTION
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MANUFACTURER
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MODEL / REMARKS
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REMOTE CONTROL VALVE
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700 - SERIES - SIZES NOTED - IN A STANDARD RECTANGULAR VALVE BOX
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QUICK COUPLER
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RAIN BIRD
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33-DRC - 3/4" - IN 6" ROUND VALVE BOX
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IRRIGATION LEGEND
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LATERAL
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SCH. 40 PVC - 3/4" SIZE UNLESS OTHERWISE NOTED ON PLAN - SOLVENT WELD - 12" BELOW GRADE
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PACIFIC PLASTICS
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700DK-1-MF SERIES - 1" SIZE - IN A JUMBO VALVE BOX
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SLEEVING
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PACIFIC PLASTICS
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A
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DRIP RCV ASSEMBLY
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RAIN BIRD
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RWS-B-C-1402-RWS-SOCK (TWO PER SYMBOL)
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30
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1
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0.50
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MAINLINE
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PACIFIC PLASTICS
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SIZE PER PLAN - SCH. 40 PVC - SOLVENT WELD - 24" BELOW GRADE
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0.6
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PSI
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LOSS AT 1" WATER METER
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1.0
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PSI
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LOSS RCV TO LAST HEAD (LATERALS)
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98.0
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PSI
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AVAILABLE STATIC WATER PRESSURE @ P.O.C.
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41.6
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OPERATING PRESSURE
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PSI
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4.4
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PSI
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LOSS THROUGH MAINLINE
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PSI
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12.0
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LOSS AT BACKFLOW DEVICE
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NOTE:
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IRRIGATION CALCULATIONS ARE BASED ON A MINIMUM STATIC WATER
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0.3
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PSI
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LOSS THROUGH COPPER SERVICE LINE
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IRRIGATION CALCULATIONS
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DESCRIPTION
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9 GPM
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RCV A-9
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PRESSURE AVAILABLE ON SITE OF 98.0 PSI. CONTRACTOR TO VERIFY
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AVAILABLE STATIC WATER PRESSURE ON SITE AND NOTIFY LANDSCAPE
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DRIP SYSTEM FLUSH VALVE
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SPEARS/KBI/EQUAL
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3/4" SCH. 80 PVC ECONOMY BALL VALVE, SOCKET INLET & OUTLET, IN VALVE BOX WITH 3'-0" OF FLEXIBLE PVC HOSE
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30
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1
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0.03
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SUB-SURFACE DRIPLINE
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SCH. 40 PVC - 3 PIPE SIZES LARGER THAN THE PIPE TO BE SLEEVED - 24" BELOW GRADE
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AUTO CONTROLLER
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SCH. 80 PVC BALL VALVE
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COLONIAL / LASCO
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VXX101N-SC SERIES - LINE SIZE - INSTALLED IN A RECTANGULAR VALVE BOX
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REDUCED PRESSURE BACKFLOW
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WILKINS
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975XLSE- SERIES - 1" SIZE - INSTALL PER CITY OF SIMI VALLEY PUBLIC WORKS STANDARDS
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DRIP AIR RELIEF VALVE
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RAIN BIRD
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MODEL ARV050 - INSTALLED ON BURIED TUBING - IN A ROUND VALVE BOX WITH GRAVEL SUMP
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DRIP SYSTEM INDICATOR
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TORO
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570Z-12P-PRX-COM-O-T-5Q -
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ROOT ZONE WATERING SYSTEM
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ARCHITECT OF RESULTS PRIOR TO BEGINNING ANY WORK.
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COPPER PIPE
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M
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IRRIGATION ONLY WATER METER
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UNKNOWN
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1" SIZE - INSTALL PER CITY OF SIMI VALLEY PUBLIC WORKS STANDARDS
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R
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WEATHER SENSOR
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U.S. STEEL
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TYPE 'K' COPPER - 1" SIZE - SOLDER WELD - 24" BELOW GRADE
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TURN X-FLOW WATER SHUT OFF DEVICE IN RISER COMPLETELY TO THE OFF POSITION
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NORMALLY CLOSED MASTER VALVE
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FLOW SENSOR
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SUPERIOR
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f
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MODEL EZ-005-FX INSTALLED IN A CARSON JUMBO VALVE BOX MODEL 1730-18 (32"L X 18"H X 19"W)
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INSTALL ALL REQUIRED EZ-FLO FITTINGS. MODEL CBV-200, ON TO THE MAINLINE AS PER MANUF. SPECS.
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AUTOMATIC FERTILIZER
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EZ-FLO
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DISPENSER
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PSI
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1.0
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MASTER VALVE & FLOW SENSOR
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TOTAL PRESSURE LOSS
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18.4
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PSI
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PSI
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RAD
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GPM
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GPM
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GPM
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GPM
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F
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H
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TH
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Q
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IRRITROL /
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IRRITROL
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WIRELESS MODEL RS1000 - MOUNT DIRECTLY ABOVE AUTO CONTROLLER LOCATION AT ELEVATION TO AVOID VANDALISM
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IRRITROL
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3200 SERIES - 1" SIZE - INSTALL IN A STANDARD RECTANGULAR VALVE BOX
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MODEL FS10 - SCH. 40 PVC BODY - 1" SIZE @ EACH P.O.C. - SOLVENT WELD - IN RECTANGULAR VALVE BOX
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RME-12EG-B - AUTO CONTROLLER WALL MOUNTED ON EXTERIOR WALL OF BUILDING. INSTALL A IRRITROL
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WIRELESS RAIN SHUT OFF DEVICE TO AUTO CONTROLLER PER MANUFACTURER'S SPECIFICATIONS DIRECTLY ABOVE
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RAIN MASTER
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AUTO CONTROLLER HIGH ENOUGH TO AVOID VANDALISM. 12 STATIONS
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TORO
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RGP-412-XX - DRIPLINE TUBING - 1.0 GPH EMITTER @ 12" O.C. - 4" BELOW GRADE - LINES SPACED @ 18" O.C.
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SYMBOL
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DESCRIPTION
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A
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PROJECT KEY NOTES
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B
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WALL MOUNTED 12 STATION AUTO CONTROLLER: CONTRACTOR SHALL INSTALL A 12 STATION AUTO CONTROLLER IN A PAINTED STEEL BOX. LOCATION SHALL BE DETERMINED IN THE FIELD BY OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. INSTALL 120 VOLT, 60 HERTZ, 2 AMP, ELECTRICAL POWER SUPPLY TO ALL AUTO CONTROLLER LOCATION. ALL ELECTRICAL WORK MUST BE PERFORMED BY A LICENSED ELECTRICIAN AND AS PER LOCAL CITY CODE. INSTALL A 2" SCH. 40 PVC ELECTRICAL CONDUIT FROM BASE OF PEDESTAL MOUNTED AUTO CONTROLLER TO A DEPTH OF 24" BELOW FINISH GRADE TO HOUSE ALL REQUIRED IRRIGATION 14 GAUGE SPRINKLER WIRES AS WELL AS FLOW SENSING CABLE. END OF 2" SCH. 40 PVC WIRE CONDUIT SHALL BE FURNISHED WITH A SCH. 40 PVC SWEEP ELBOW AND SHALL TERMINATE INTO A STANDARD RECTANGULAR VALVE BOX WITH A VALVE BOX BASE EXTENSION. WIRES SHALL BE FORMED INTO A 3'-0" HAND LOOP. BEGIN 1-1/4" SCH. 40 PVC CONDUIT RUN FOR FLOW SENSING CABLE HERE. ALL REMAINING 14 GAUGE WIRES SHALL BE DIRECT BURIED TO ALL REMOTE CONTROL VALVES AND THE NORMALLY CLOSED MASTER VALVE.
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C
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F
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1" NORMALLY CLOSED MASTER VALVE & 1" FLOW SENSOR INSTALL 1" NORMALLY CLOSED MASTER VALVE IN A SEPARATE RECTANGULAR VALVE BOX AT LOCATION ILLUSTRATED ON PLAN. INSTALL 1" PVC FLOW SENSOR IN A SEPARATE RECTANGULAR VALVE BOX DOWNSTREAM OF MASTER VALVE. INSTALL 1" SCH. 40 PVC MAINLINE PIPING INTO AND OUT OF FLOW SENSOR AS PER MANUFACTURER'S SPECIFICATIONS. INSTALL A CONTINUOUS 1-1/4" SCH. 40 PVC ELECTRICAL CONDUIT FROM FLOW SENSOR TO AUTO CONTROLLER LOCATION TO HOUSE FLOW SENSING CABLE, RAINMASTER `EV-CAB-SEN'. INSTALL WIRE PULL BOXES AT ALL DIRECTIONAL CHANGES WITH 1-1/4" SCH. 40 PVC SWEEP ELBOWS INTO AND OUT OF ALL VALVE BOXES. CABLE SHALL BE INSTALLED 24" BELOW GRADE. ALL WIRE CONNECTIONS SHALL BE MADE WITH APPROVED WATER PROOF WIRE CONNECTORS, 3M MODEL DBR-6Y, OR APPROVED EQUAL.
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WIRELESS RAIN SENSOR FOR ALL AUTO CONTROLLERS: MOUNT WIRELESS RAIN SHUT OFF DEVICE ON EXTERIOR WALL OF BUILDING WALL DIRECTLY ABOVE THE WALL MOUNTED AUTO CONTROLLER AT AN ELEVATION THAT IS SAFE FROM VANDALISM AS WELL AS FREE OF ANY BUILDING OVERHANG SO THAT DEVICE IS EXPOSED TO DIRECT RAINFALL CONTACT. PROVIDE ALL REQUIRED BATTERIES AND POSITION DEVICE WITHIN OPERATING SPECIFICATIONS PROVIDED BY MANUFACTURER, IRRITROL SYSTEMS.
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D
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IRRIGATION POINT OF CONNECTION: INSTALL 1" IRRIGATION ONLY WATER METER. INSTALL 1" TYPE 'K' COPPER FROM METER TO A 1" SCH. 80 PVC BALL VALVE TO USE AS AN ISOLATION VALVE. CONTINUE 1" TYPE 'K' COPPER FROM DISCHARGE OF SCH. 80 PVC BALL VALVE TO 1" REDUCED PRESSURE BACKFLOW ASSEMBLY WITH PRESSURE REDUCING VALVE SET AT 60 PSI. ON DISCHARGE SIDE OF 1" REDUCED PRESSURE BACKFLOW DEVICE, INSTALL A 24" LONG 1" SCH. 40 PVC MAINLINE SEGMENT TO SUPPLY A 1" MASTER VALVE. CONTINUE 1" SCH. 40 PVC MAINLINE ON DISCHARGE SIDE OF MASTER VALVE TO FLOW SENSOR. CUT 1" PVC PIPE LENGTHS INTO AND OUT OF FLOW SENSOR AS PER MANUFACTURER'S SPECIFICATIONS. ON DISCHARGE SIDE OF FLOW SENSOR, ENLARGE PVC MAINLINE TO SIZE AS PER PLANS AND CONTINUE TO SUPPLY LIQUID FERTILIZER INJECTOR AND ALL REMOTE CONTROL VALVES AND QUICK COUPLERS AS ILLUSTRATED ON THE IRRIGATION PLAN.
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E
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FLOW SENSING CABLE IN A 1-1/4" SCH. 40 PVC ELECTRICAL CONDUIT: INSTALL RAIN MASTER FLOW SENSING CABLE, MODEL `EV-CAB-SEN', IN A 1-1/4" SCH. 40 PVC ELECTRICAL CONDUIT INSTALLED 18" BELOW FINISH GRADE. INSTALL CABLE PULL BOXES, CARSON MODEL 1419-12 AT ALL CHANGES OF CABLE DIRECTION AND ON EITHER SIDE OF PAVEMENT CROSSINGS. PROVIDE 1-1/4" SWEEP ELBOWS INTO AND OUT OF ALL CABLE PULL BOXES AND INTO FLOW SENSOR VALVE BOX. CONNECT CABLE TO AUTO CONTROLLER AS PER MANUFACTURER'S SPECIFICATIONS. SPLICE CABLE TO FLOW SENSOR LEAD WIRES WITH 3M WATER RESISTANT WIRE CONNECTORS, MODEL DBR-6Y.
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EZ-FLO AUTOMATIC FERTILIZER DISPENSER: INSTALL EZ-FLO FERTILIZER DISPENSER ON TO PVC MAINLINE AS PER MANUFACTURER'S SPECIFICATIONS AND DETAILS. THE PVC TANK SHALL BE INSTALLED BELOW GRADE AND COVERED WITH A JUMBO VALVE BOX, CARSON MODEL 1730-18 (MINIMUM DIMENSIONS OF 30"L X 18"H X 19"W). INSTALL (3) SCH 80 PVC BALL VALVES ON MAINLINE IN SEPARATE VALVE BOXES WITH MAINLINE SEGMENTS ARRAINGED TO CREATE A SUB-MAINLINE OR BY-PASS TO ISOLATE LIQUID FERTILIZER DISPENSER FROM PRIMARY MAINLINE DISCHARGE WHEN TANK IS NOT IN USE. THE EXACT LOCATION OF THE LIQUID FERTILIZER TANK SHALL BE SPOTTED IN THE FIELD BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. TANK MUST BE POSITIONED UPSTREAM OF THE CLOSEST REMOTE CONTROL VALVE LOCATION ON IRRIGATION MAINLINE.
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LOW FLOW DRIP RCV ASSEMBLY
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IRRITROL
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IRRITROL
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IRRITROL
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700DK-1-LF SERIES - 1" SIZE - IN A JUMBO VALVE BOX
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PRESSURE REDUCING VALVE SET @ 60 PSI
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FLOW SENSING CABLE
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EV-CAB-SEN - INSTALL IN 1" ELECTRICAL CONDUIT
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RAINMASTER
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PRESS. REDUCING VALVE
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WILKINS
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500 SERIES - INSTALL ON DOWNSTREAM SIDE OF REDUCED PRESSURE BACKFLOW DEVICE ASSEMBLY
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DRIP EMITTER (2 G.P.H.)
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G.P.H.
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MODEL GPSTCV2 BLACK COLORED EMITTER WITH GREEN CAP EQUIPPED WITH
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IRRIGATION SIZE (3/8" IPS) FLEXIBLE PVC HOSE, G.P.H. MODEL
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GPVCAR050IRR (BLACK IN COLOR) WITH (2) SOLVENT WELD G.P.H.
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LENGTH NEEDED TO INSTALL EMITTER WITHIN PLANT BASIN IN THE FIELD.
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MODEL `795' FOR ALL FLEXIBLE PVC TUBING WELDS TO BLACK
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A BUILT IN CHECK VALVE. INSTALL (1) EMITTER PER EACH SHRUB ON 1/2"
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FLEXIBLE PVC TUBING STARTING FROM RIGID PVC LATERAL SUPPLY TO
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USE I.P.S. PIPE PRIMER MODEL `P-70' AND I.P.S. SOLVENT CEMENT
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MODEL G436073B BLACK MALE ADAPTERS. CUT LENGTH OF
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COLORED G.P.H. MALE ADAPTERS.
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MODEL GPSTCV4 BLACK COLORED EMITTER WITH YELLOW CAP EQUIPPED WITH
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IRRIGATION SIZE (3/8" IPS) FLEXIBLE PVC HOSE, G.P.H. MODEL
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GPVCAR050IRR (BLACK IN COLOR) WITH (2) SOLVENT WELD G.P.H.
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LENGTH NEEDED TO INSTALL EMITTER WITHIN PLANT BASIN IN THE FIELD.
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MODEL `795' FOR ALL FLEXIBLE PVC TUBING WELDS TO BLACK
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A BUILT IN CHECK VALVE. INSTALL (1) EMITTER PER EACH SHRUB ON 1/2"
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FLEXIBLE PVC TUBING STARTING FROM RIGID PVC LATERAL SUPPLY TO
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USE I.P.S. PIPE PRIMER MODEL `P-70' AND I.P.S. SOLVENT CEMENT
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MODEL G436073B BLACK MALE ADAPTERS. CUT LENGTH OF
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COLORED G.P.H. MALE ADAPTERS.
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30
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1
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0.06
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DRIP EMITTER (4 G.P.H.)
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G.P.H.
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VALVE NUMBER /
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EXPOSURE TO SUN /
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AVERAGE IRRIGATION
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PROJECT ESTIMATED APPLIED WATER USE
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HYDROZONE NUMBER
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SIMI VALLEY
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ETO
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1
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2
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3
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4
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PLANT
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DESCRIPTION OF SPRINKLER
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51
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EFFICIENCY
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PLANT WATER
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USE TYPE
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FACTOR
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LANDSCAPE
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AREA (SQ. FT.)
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ESTIMATED APPLIED WATER
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USE IN GALLONS PER YEAR
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0.3
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0.3
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51
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516
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64
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TOTALS
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7,738
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6,043
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118,171
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SUN / HIGH FLOW EMITTERS
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SEASONAL IRRIGATION APPLICATION SCHEDULE
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VALVE NO.
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WINTER
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1
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2
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3
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4
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MINUTES
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DAYS ON
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SPRING
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MINUTES
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DAYS ON
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SUMMER
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MINUTES
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DAYS ON
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FALL
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MINUTES
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DAYS ON
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CALCULATIONS ARE BASED ON OPERATING TIMES PER CALENDAR WEEK
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SEASONAL MAINTENANCE SCHEDULE
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2. FLUSH PVC DRIP LATERAL PIPING A MINIMUM OF TWICE A YEAR.
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1. CLEAN AND FLUSH ALL DRIP FILTERS ONCE (1) EVERY (2) MONTHS.
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3. ROTATE ALL BALL VALVE HANDLES A MINIMUM OF (4) TIMES PER YEAR.
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9
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51
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LOW
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MEDIUM
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937
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80
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1,249
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CALCULATIONS ARE FOR ESTABLISHED PLANTING AREA AND SHOULD NOT
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BE USED DURING PLANT ESTABLISHMENT PERIOD
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10
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51
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849
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16,571
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11
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51
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1,272
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14,896
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5
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51
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1,704
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19,956
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12
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6
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7
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51
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48
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562
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51
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LOW
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LOW
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0.5
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0.2
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LOW
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1,077
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21,021
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8
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2
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10
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2
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3
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15
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20
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2
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15
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51
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(176)
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5
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51
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11,020
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941
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1,374
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6
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51
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0.2
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1,187
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23,168
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MEDIUM
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7
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51
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(176)
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1,374
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8
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51
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0.3
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MEDIUM
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0.5
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MEDIUM
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.81
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MEDIUM
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MEDIUM
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0.5
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LOW
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0.3
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LOW
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9
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10
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11
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12
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SUN / TREE FLOOD BUBBLERS
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SHADE / HIGH FLOW DRIP EMITTERS
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SUN / DRIPLINE TUBING SYSTEM
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SUN / TREE FLOOD BUBBLERS
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SHADE / DRIPLINE TUBING SYSTEM
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SUN / TREE FLOOD BUBBLERS
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SUN / TREE FLOOD BUBBLERS
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SUN / TREE FLOOD BUBBLERS
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SUN / DRIPLINE TUBING SYSTEM
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SUN / DRIPLINE TUBING SYSTEM
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SUN / HIGH FLOW EMITTERS
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.81
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.81
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.81
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.81
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.81
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.81
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.81
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.81
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.81
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.81
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.81
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0.5
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0.3
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0.3
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2
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8
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10
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3
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15
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3
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10
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3
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2
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8
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10
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3
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15
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3
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10
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3
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2
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10
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2
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3
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15
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20
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2
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15
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2
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8
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10
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3
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15
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3
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10
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3
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2
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8
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10
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3
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15
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3
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10
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3
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2
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8
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10
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3
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15
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3
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10
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3
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2
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8
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10
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3
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15
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3
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10
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3
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2
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8
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10
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3
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15
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3
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10
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3
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2
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8
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10
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3
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15
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3
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10
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3
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2
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10
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2
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3
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15
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20
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2
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15
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2
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10
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2
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3
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15
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20
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2
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15
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WATER EFFICIENT LANDSCAPE WORKSHEET
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HYDROZONE #
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PLANT
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FACTOR (PF)
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IRRIGATION
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METHOD
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AREA (SQ.FT.)
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VALVE #
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IRRIGATION
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EFFICIENCY
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(IE)
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ETAF
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(PF/IE)
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REFERENCE (ET
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0
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)
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LANDSCAPE
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ETAF X AREA
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ESTIMATED TOTAL
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WATER USE
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(ETWU)
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REGULAR LANDSCAPE AREAS
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TOTALS
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ETWU TOTAL
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MAXIMUM ALLOWED WATER ALLOWANCE (MAWA)
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HYDROZONE #/PLANTING DESCRIPTION E.G. 1) FRONT LAWN 2) LOW WATER USE PLANTINGS 3) MEDIUM WATER USE PLANTING
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IRRIGATION METHOD OVERHEAD SPRAY OR DRIP
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IRRIGATION EFFICIENCY 0.75 FOR SPRAY HEAD 0.81 FOR DRIP
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ETWU (ANNUAL GALLONS REQUIRED) = Eto X 0.62 X ETAF X AREA WHERE 0.62 IS A CONVERSION FACTOR THAT CONVERTS ACRE-INCHES PER ACRE PER YEAR TO GALLONS PER SQUARE FOOT PER YEAR.
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a
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a
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DESCRIPTION
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b
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c
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c
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d
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MAWA (ANNUAL GALLONS ALLOWED) = (Eto) (0.62) {(ETAF X LA) + (1-ETAF X SLA)} WHERE 0.62 IS A CONVERSION FACTOR THAT CONVERTS ACRE-INCHES PER ACRE PER YEAR TO GALLONS PER SQUARE FOOT PER YEAR, LA IS THE TOTAL LANDSCAPE AREA IN SQUARE FEET, SLA IS THE TOTAL SPECIAL LANDSCAPE AREA IN SQUARE FEET, AND ETAF IS 0.55 FOR RESIDENTIAL AREAS AND 0.45 FOR NON-RESIDENTAIL AREAS.
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e
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e
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ETAF CALCULATIONS
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REGULAR LANDSCAPE AREAS
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TOTAL ETAF X AREA TOTAL AREA
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3,745
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7,737
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.48
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ALL LANDSCAPE AREAS
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TOTAL ETAF X AREA TOTAL AREA
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AVERAGE ETAF FOR REGULAR LANDSCAPE AREAS MUST BE 0.55 OR BELOW FOR RESIDENTIAL AREAS, AND 0.45 OR BELOW FOR NON-RESIDENTIAL AREAS.
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(COMPLETE FORM FOR EACH IRRIGATION POINT OF CONNECTION)
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51
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d
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ETo FOR
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SIMI VALLEY
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=51
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b
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134,554
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HYDROZONE #1
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LOW WATER USE
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DRIPPER TUBE
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HYDROZONE #2
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MED. WATER USE
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DRIPPER TUBE
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HYDROZONE #3
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LOW WATER USE
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BUBBLERS/DRIP
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HYDROZONE #4
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MED. WATER USE
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HYDROZONE #5
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MED. BUBBLERS
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IN LOW DRIP TUBE
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BUBBLERS/DRIP
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.3
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.3
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.5
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.2
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.5
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.81
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.81
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.81
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.81
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.81
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DRIPPER TUBE
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DRIPPER TUBE
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BUBBLERS/DRIP
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BUBBLERS/DRIP
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BUBBLERS
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.37
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.62
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.37
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.62
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.25
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2,645
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2,036
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1,916
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1,141
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352
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7,737
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979
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1,262
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709
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707
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88
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3,745
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30,956
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39,904
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22,419
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22,355
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2,783
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118,417
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118,417
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3,745
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7,737
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.48
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SHEET TITLE
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CLIENT
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PROJECT
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1424 PATRICIA AVE.
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SIMI VALLEY, CA 93065
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211 PASEO DE SUENA
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REDONDO BEACH, CA
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459 N. VENTURA AVE., VENTURA CA 93001
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(805) 642-3641 FAX (805) 653-7874
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LANDSCAPE ARCHITECTS, INC.
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2018
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JORDAN, GILBERT & BAIN
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C
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Jordan, Gilbert & Bain Landscape Architects, Inc.
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THESE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE INSTRUMENTS OF PROFESSIONAL SERVICES AND AS SUCH ARE THE PROPERTY OF JORDAN, GILBERT & BAIN LANDSCAPE ARCHITECTS, INC. REPRODUCTION OR OTHER USE NOT AUTHORIZED BY JORDAN, GILBERT & BAIN IS PROHIBITED WITHOUT WRITTEN APPROVAL.
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DRAWING
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SHEET OF 7
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SUBMITTAL
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BID
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CONSTRUCTION
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PRINTED FOR:
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10/4/18
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DATE
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DATE
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DRAWN:
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MHB
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NO.
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REVISIONS
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1
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DATE
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BY
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DESCRIPTION
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PROJECT No.
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16.51
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~
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SIGNATURE
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RENEWAL DATE
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DATE
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11-19
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C.
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10-4-18
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PHONE: (310) 918-5455
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APN: 632-0-080-085
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SIGNATURE
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RENEWAL DATE
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DATE
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11-17
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C.
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3-20-17
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2
PROPOSEDBUILDINGFS=VARIESFG=VARIES
PROPOSEDBUILDINGFF=802.76FG=802.43
FW
PROPOSEDBUILDINGFS=VARIESFG=VARIES
FW FW FW FW FW FW FW FWFW
WWWWWWWW W
FW
FW
806805
804G
B803
802
802
805
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FW FW FW FW FW FW FW FW FW
PROP. UNDERGROUND SCE, GTE, CATVCONDUIT PER UTILITYCO. SPECIFICATIONSW
EXITSTAIREXITSTAIR
LEGEND
FAB
IO M
ALE
K
28 U
NIT
APA
RTM
ENT
CO
MPL
EX
SCALE: 1/16"=1'
0 8' 16' 32' 48'
PATR
ICIA
AV
ENU
E
PLA
NTI
NG
PLA
N
L2.1
WOOD SCREEN
1
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W
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W
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W
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W
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W
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Ventura County Flood Control Department
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EAST
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87.52'
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NORTH
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565.62'
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NORTH
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598.52'
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152.77'
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791
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793
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794
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796
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797
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798
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799
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795
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800
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801
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802
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802
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803
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802
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803
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804
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801
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804
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805
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804
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804
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805
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805
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Y
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SS
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SS
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SS
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4' HIGH WOOD SCREEN
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WALL FOUNTAIN TO BE SELECTED
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BARBEQUE TO BE SELECTED BY OWNER
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TABLES TO BE SELECTED BY OWNER
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60" BOX
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60" BOX
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60" BOX
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48" BOX
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48" BOX
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48" BOX
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48" BOX
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48" BOX
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EXISTING TREE TO REMAIN
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(OP-1)
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(OP-3)
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(OP-4)
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(4)
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(3)
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(2)
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(1)
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EXISTING TREE TO BE REMOVED
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EXISTING TREE TO BE REMOVED
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EXISTING TREE TO BE REMOVED
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EXISTING TREE TO REMAIN
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2-EXISTING TREE TO REMAIN
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LINE OF SIGHT
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LINE OF SIGHT
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A.P.N. 632-0-080-085
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A.P.N. 632-0-080-085
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EXISTING WALL
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UTILITY SCREEN WALL
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48" BOX
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1 L2.1
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VINES AT 20' ON CENTER
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KOELREUTERIA PANICULATA GOLDEN RAIN TREE
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BOUGAINVILLEA 'PURPLE QUEEN'
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DWARF BOUGAINVILLEA
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ORNAMENTAL PEAR
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PYRUS 'ARISTOCRAT'
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2
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BOTANICAL NAME/
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SYMBOL
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QUAN
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SIZE
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HT. & SPRED.
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TREES
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WUCOLS
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COMMON NAME
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RATING
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GLEDITSIA TRIACANTHOS HONEY LOCUST
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5
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12' X 4'
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L
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12' X 5'
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PINK DAWN CHITALPA
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'PINK DAWN'
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L
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NANDINA 'HARBOR DWARF'
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DWARF HEAVENLY BAMBOO
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5 GAL
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13
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MAHONIA LOMARIFOLIA
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MYOPORUM P. 'PROSTRATUM'
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CEANOTHUS G. 'ANCHOR BAY'
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AGAVE 'BLUE FLAME'
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RED YUCCA
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MAHONIA
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HESPERALOE PARVIFOLIA
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PROSTRATE MYOPORUM
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AGAVE
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CALIFORNIA LILAC
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5 GAL
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72
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5 GAL
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19
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1 GAL
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16
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5 GAL
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22
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5 GAL
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19
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1 GAL
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12
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CALLISTEMON C. 'LITTLE JOHN'
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DWARF BOTTLEBRUSH
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1 GAL
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25
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LIRIOPE MUSCARI
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BLUE LILY TURF
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SHRUBS
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M
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L
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LIRIOPE GIGANTEA
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BIG BLUE LILY TURF
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1 GAL
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31
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M
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5 GAL
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38
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LONICERA JAPONICA
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JAPANESE HONEYSUCKLE
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1 GAL
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48
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L
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VINE
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15' X 6'
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L
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48" BOX
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15 GAL
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CHITALPA X TASHKENTENSIS
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WESTERN REDBUD
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CERCIS OCCIDENTALIS
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8' X 3'
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L
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48" BOX
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1
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48" BOX
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60" BOX
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1
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ARCTOTIS 'BIG MAGENTA'
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AFRICAN DAISY
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1 GAL @ 12" O.C.
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L
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LANTANA MONTEVIDENSIS
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LANTANA
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1 GAL
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L
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ACACIA 'LOW BOY'
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PROSTRATE ACACIA
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1 GAL
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L
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ROSA 'CECIL BRUNNER'
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PINK CLIMBING ROSE
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5 GAL
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8
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M
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15' X 6'
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60" BOX
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2
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15' X 6'
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4
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8' X 3'
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24" BOX
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21
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24" BOX
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8' X 3'
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12' X 5'
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60" BOX
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55
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60
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SHEET TITLE
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CLIENT
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PROJECT
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1424 PATRICIA AVE.
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SIMI VALLEY, CA 93065
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211 PASEO DE SUENA
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REDONDO BEACH, CA
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459 N. VENTURA AVE., VENTURA CA 93001
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(805) 642-3641 FAX (805) 653-7874
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LANDSCAPE ARCHITECTS, INC.
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2018
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JORDAN, GILBERT & BAIN
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C
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Jordan, Gilbert & Bain Landscape Architects, Inc.
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THESE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE INSTRUMENTS OF PROFESSIONAL SERVICES AND AS SUCH ARE THE PROPERTY OF JORDAN, GILBERT & BAIN LANDSCAPE ARCHITECTS, INC. REPRODUCTION OR OTHER USE NOT AUTHORIZED BY JORDAN, GILBERT & BAIN IS PROHIBITED WITHOUT WRITTEN APPROVAL.
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DRAWING
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SHEET OF 7
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SUBMITTAL
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BID
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CONSTRUCTION
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PRINTED FOR:
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10/4/18
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DATE
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DATE
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CHECKED:
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DRAWN:
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MHB
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MG
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NO.
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REVISIONS
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1
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DATE
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BY
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DESCRIPTION
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PROJECT No.
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16.51
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~
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SIGNATURE
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RENEWAL DATE
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DATE
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11-19
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C.
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10-4-18
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PHONE: (310) 918-5455
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APN: 632-0-080-085
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PLANTING NOTES
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1. TRANSFORMERS, BACKFLOWS, AND ALL ABOVE TRANSFORMERS, BACKFLOWS, AND ALL ABOVE GRADE UTILITIES SHALL BE SCREENED PER CITY OF SIMI VALLEY DESIGN GUIDELINES. 2. THIS PLAN COMPLIES WITH THE REQUIREMENTS THIS PLAN COMPLIES WITH THE REQUIREMENTS OF THE CITY OF SIMI VALLEY MUNICIPAL CODE AND STATE WATER CONSERVATION ORDINANCES. 3. THE STREET TREES/PLANT MATERIAL AND THE STREET TREES/PLANT MATERIAL AND IRRIGATION SYSTEM WITHIN THE PROPERTY AND STREET RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE DEVELOPMENT/HOA/PROPERTY OWNER IN PERPETUITY AND PURSUANT TO SVMC 7-3.19
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TREE MITIGATION
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TREE SIZEQTY X UNIT = COSTQTY X UNIT = COST
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60" BOX TREES 4 X $3,000 = $12,000 4 X $3,000 = $12,000 48" BOX TREES 5 X $1,250 = $6,250 5 X $1,250 = $6,250 $6,250 TOTAL MITIGATION REPLACEMENT = $18,250 MITIGATION AMOUNT REQUIRED = $17,100
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NOTE: 1. THIS PLAN COMPLIES WITH THE THIS PLAN COMPLIES WITH THE REQUIREMENTS OF THE TREE REPORT PREPARED FOR THIS PROJECT, AND TREE MITIGATION OUTLINED THEREIN 2. TREE LABELS IN PARENTHESES ON PLAN TREE LABELS IN PARENTHESES ON PLAN CORRESPOND TO THE LABELS IN THE TREE REPORT DATED APRIL 12, 2016
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3
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NOTE: ALL PLANTING AREAS SHALL RECEIVE 3" LAYER OF AGROMIN ES-2 MULCH.
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SCALE 1"=1'-0"
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2X6 RWD CAP
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1" SPACE
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(3) 4X4 POST
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1X6 CEDAR FENCE
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4'-0"
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8' LONG
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ATTACH W/ 2#10 X 2"
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WOOD SCREWS
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ALIGN
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REDWOOD HAND
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SELECT FOR APPEARANCE
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NOTE: ALL LUMBER RESAWN
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SLOPE CONC. FTG
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AWAY FROM POST
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FG
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12" DIA. X 24" DEEP
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CONC. FTG.
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COMPACTED SUBGRADE
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C
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L
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2"
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TREAT POST BELOW
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GRADE W/ THOMPSON
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WATER SEALER
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NOTE: STAIN ALL WOOD MEMEBERS WITH OLYMPIC ELITE ADVANCED STAIN + SEALANT SEMI-TRANSPARENT STAIN COLOR: 707 TOBACCO
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PROJECT INFORMATION: TOTAL SITE: 50,944 SQ. FT. EXTERIOR PARKING AREA: 972 SQ. FT. EXTERIOR PARKING PERIMETER PLANTING: 173 SQ. FT. TOTAL LANDSCAPE AREA: 7,737 SQ. FT.
SCH. 80 PVC BALL VALVE ON 1-1/2" PVC MAINLINE OR LESS
QUICK COUPLER2 31
6 7 85
4
12
DRIP SYSTEM FLUSH VALVEDRIP SYSTEM OPERATION INDICATOR
BACKFLOW DEVICE
9 POP-UP SPRAY HEAD 1110
IRRIGATION PIPE AND CONDUIT TRENCH SECTION
ROOT WATERING SYSTEM
REMOTE CONTROL VALVE
DRIPLINE TUBING SYSTEM - AIR / VACUUM RELIEF VALVE
NORMALLY CLOSED MASTER VALVEDRIP OR HIGH FLOW DRIP EMITTER ON FLEXIBLE PVC PIPE
P
P P
1 1/2"
MV
2"
P P P
1 1/2"
B
11
2"
FLOW
P
FAB
IO M
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K
28 U
NIT
APA
RTM
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CO
MPL
EX
LAN
DSC
APE
DET
AIL
S
L3.1
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24" MIN. BELOW GRADE
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WITH 1" TALL LETTERS READING "Q.C."
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CONTRACTOR SHALL BRAND INTO VALVE BOX LID
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PRESSURE SUPPLY LINE FITTING
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NOTE:
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MODEL G12B-212
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LASCO UNITIZED SWING JOINT
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THROUGH PRE-CAST
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(2) #4 x 24" REBAR
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10" ROUND VALVE BOX
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FINISH GRADE AT
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SHRUB AREA
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2"
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3/4" BRASS CLOSE NIPPLE
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PROVIDE 1" CLEARANCE
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3/4" QUICK COUPLING VALVE
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YELLOW VINYL COVER
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MIN. FROM LID OF
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VALVE BOX
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C
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L
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W/ GREEN COVER
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STABILIZING RODS
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MOLD ON ASSEMBLY
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2"
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1" X 3/4" BRASS REDUCER
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BUSHING
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NO ROCKS OVER 1" DIAMETER
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BACKFILLED TRENCH
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BE TAPED TO THE SIDE OF THE IRRIGATION MAINLINE
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DIRECT BURY 14 GAUGE SPRINKLER WIRES
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VARIES AS PER
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PIPE DIAMETER
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FINISH GRADE
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NO VERTICAL INSTALLATION
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SHALL BE CLEAR OF
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PVC MAINLINE OR
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BOTTOM OF TRENCH
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OF PVC PIPES
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LATERAL LINES
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LATERAL DEPTH
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MAINLINE DEPTH
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12" MIN.
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24" MIN.
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UNDISTURBED EARTH
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ROCK OR ABRASIVE
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MATERIALS
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AT 10'-0" INTERVALS.
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CLEAR
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2"
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MIN.
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`IRRIGATION WATER' CHRISTY MODEL `TA-DT-3-BIRR'
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3" BLUE COLORED DETECTABLE MARKING TAPE
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INSTALLED 6" BELOW GRADE DIRECTLY OVER
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IRRIGATION MAINLINE
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(IF REQUIRED)
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FINISH GRADE
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12"
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STREET ELBOWS
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PVC SCH. 80 NIPPLE
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PVC FITTING
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LATERAL LINE
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SEE IRRIGATION LEGEND
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SIDEWALK, CURB, ETC.
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POP UP BODY AS REQ'D
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POP RISER
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FLUSH IN TURF
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1" IN SHRUB
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AREAS
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TWO MARLEX
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3"
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4-INCH BASKET WEAVE CANISTER
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LATERAL PIPE
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PVC SCH 40 TEE OR EL
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1/2-INCH MALE NPT INLET
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12-INCH SWING ASSEMBLY
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1/2-INCH 90-DEGREE ELBOW
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1/2-INCH PVC SCH 80 NIPPLE
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NATIVE SOIL
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CHECK VALVE
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BUBBLER: RAIN BIRD 1402 (0.50 GPM)
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4-INCH GRATE
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AND BASKET CANISTER)
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WITH RISER, CHECK VALVE, GRATE,
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ROOT WATERING SYSTEM:
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RAIN BIRD RWS-B-C-1402-RWS-SOCK-RWS
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(INCLUDES 1402 (0.5 GPM) BUBBLER
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SWING ASSEMBLY, 1/2" MALE NPT INLET,
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FINISH GRADE
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WRAP EXTERIOR OF BASKET WEAVE CANISTER
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WITH RAIN BIRD RWS-SOCK
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SWING JOINT ASSEMBLY
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FINISH GRADE
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12"
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STREET ELBOWS
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PVC SCH. 80 NIPPLE
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PVC FITTING
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LATERAL LINE
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SEE IRRIGATION LEGEND
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SIDEWALK, CURB, ETC.
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POP UP BODY AS REQ'D
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POP RISER
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FLUSH IN TURF
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1" IN SHRUB
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AREAS
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TWO MARLEX
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3"
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(1) SCH. 40 STREET
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SWING JOINT ASSEMBLY
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RED BRICK TYPICAL, 3 REQUIRED
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6" DEEP LAYER OF PEA GRAVEL
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FINISH GRADE
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BALL VALVE, LINE SIZE.
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DRIP LATERAL LINE
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4' COILED LENGTH OF 1/2" PVC FLEX HOSE. SOLVENT WELD TO VALVE.
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10" ROUND PLASTIC VALVE BOX WITH LOCKABLE LID. "BRAND" IN 'FV' ON GREEN LID IN 2" LETTERS
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3/4" X 1/2" REDUCING MALE ADAPTER
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SCH. 40 PVC 45%%D ELBOW
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SCH. 40 PVC
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3/4" SCH. 40 PVC
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REDUCER BUSHING
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FG
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6" ROUND
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VALVE BOX
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AIR / VACUUM
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RELIEF VENT
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24"
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BRICK SUPPORTS
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(THREE)
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3/4" GRAVEL SUMP
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(6-8" DIA.)
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8"
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1/2" MPT
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SCH. 40 PVC TEE
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3/4" SCH. 40 PVC
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LATERAL
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3/4" SOC X 1/2" FIPT
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SCH. 40 PVC
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REDUCING ELBOW
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SCH. 40 PVC HEADER
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SCH 40 PVC
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FINISH
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12"
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BASIN AROUND
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4" TALL EARTH
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ROOT BALL
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SCH 40 PVC TEE
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LATERAL
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4"
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GRADE
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PLANT
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ROOT BALL
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CONCRETE CURB / OR
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GRADE
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1/2" FPT, 2 OR 4 GALLONS PER HOUR,
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PRESSURE COMPENSATING HIGH FLOW
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DRIP EMITTERS W/ CHECK VALVES.
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(1) BLACK SCH. 40 PVC
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MALE ADAPTER - MANUFACTURED
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BY G.P.H., MODEL NUMBER G436073-B
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BLACK COLORED WITH ORANGE STRIPE
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FLEXIBLE PVC HOSE, G.P.H. `STICKY-STRIPE'
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TO PLANT ROOT BALL FROM PVC PIPE
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SUPPLY LINE AS NEEDED WITHOUT
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AT APPROXIMATELY 2" ABOVE FINISH GRADE.
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(1) BLACK COLORED SCH. 40 PVC
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MALE ADAPTER - MANUFACTURED
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BY G.P.H., MODEL NUMBER
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2"
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12"
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2 GPH EMITTER - GPSTCV2 (GREEN CAP)
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NOTES:
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1. USE WELD-ON PRIMER MODEL `P-70' AND
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WELD-ON SOLVENT WELD GLUE MODEL `795 CLEAR',
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OR APPROVED EQUAL, TO ATTACH G.P.H. BLACK PVC MALE
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ADAPTERS TO FLEXIBLE PVC HOSE.
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HOSE, IPS 3/8" SIZE, MODEL NUMBER
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`GPVCSSAR050IRR'. CUT TUBING LENGTH
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EXCEEDING 6'-0" IN LENTH. INSTALL
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EMITTER ADJACENT TO PLANT ROOT BALL
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G436073-B.
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2. INSTALL (1) EMITTER DETAIL PER EACH PLANT IN PLANTER.
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SIDEWALK EDGE
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4 GPH EMITTER - GPSTCV4 (YELLOW CAP)
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REFER TO IRRIGATION PLAN FOR LAYOUT.
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ELBOW
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(1) SCH. 40 STREET
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ELBOW
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3. USE A NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS.
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ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX.
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2. EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS
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BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE
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PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN
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GREEN COVER, USE STAINLESS BOLT, NUT, AND WASHER.
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EDGE. HEAT BRAND "MV" ONTO LID.
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REMOTE CONTROL VALVE, SEE LEGEND FOR SPECS.
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SCH 80 PVC
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%%USECTION VIEW - N.T.S.
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1. INSTALL CONTROL VALVES A MINIMUM OF 36" APART WHEN ARRANGED IN MANIFOLDS
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FINISHED GRADE IN TURF AREAS
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UNLESS OTHERWISE NOTED.
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NOTES:
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4"
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BRICK SUPPORTS, 4 REQUIRED PER
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GALVANIZED HARDWARE CLOTH, 1/4" GRID,
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WRAP UP AND OVER BOX HOLES TO PREVENT
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VALVE BOX
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(TYPICAL)
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HARDWARE CLOTH
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3/4" ROCK, 3 CUBIC FT
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PVC MAINLINE PIPE PER SPECIFICATIONS
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VALVE ID TAGS
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SCH 80 PVC UNION
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FINISHED GRADE IN SHRUB AREAS
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PVC SCH 40 COUPLER ADAPTER
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T.O.E. NIPPLE
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GOPHER AND OTHER RODENT FROM ENTERING BOX.
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HARDWARE CLOTH: GALVANIZED WELDED STEEL, MESH SHAPE SQUARE 1/4" x 1/4"
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IN SIZE, GAUGE 23 (MINIMUM THICKNESS SIZE).
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PVC MAINLINE
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SCH 40 PVC
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45 ELBOW
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SCH 40 PVC
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COUPLER
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SCH 80 PVC T.O.E. NIPPLE
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USE A NON-HARDENING TEFLON PIPE SEALANT ON ALL THREADED CONNECTIONS.
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ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX.
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EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS
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BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE
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JUMBO PLASTIC VALVE BOX WITH GREEN BOLT DOWN
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LID, USE STAINLESS BOLT, NUT, AND WASHER.
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EDGE. HEAT BRAND "RCV" AND STATION NUMBER ONTO LID.
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REMOTE CONTROL VALVE WITH D/C LATCHING SOLENOID
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SCH 80 PVC
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%%USECTION VIEW - N.T.S.
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INSTALL CONTROL VALVES A MINIMUM OF 18" APART IN SHRUB AREAS
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UNLESS OTHERWISE NOTED.
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NOTES:
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4"
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CONCRETE BRICK SUPPORTS
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4 REQ. PER BOX
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LENGTH AS REQUIRED
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SCH 80 PVC T.O.E. NIPPLE
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PVC MAINLINE PIPE PER SPECS
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3/4" ROCK, 3 CUBIC FT
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PVC LATERAL LINE
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VALVE ID TAGS
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3M DBR-Y WIRE CONNECTORS
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SCH 80 PVC UNION
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FINISHED GRADE IN SHRUB AREAS
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PVC SCH 40 SLIP COUPLER
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FINISHED
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GRADE IN
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TURF AREAS
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SCH. 80 PVC
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BALL VALVE
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DIRECT BURIED 14 GAUGE WIRES
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SCH. 40 PVC
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SOLVENT WELD
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MAINLINE FITTINGS
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HARDWARE CLOTH: GALVANIZED WELDED STEEL, MESH SHAPE SQUARE 1/4" x 1/4"
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IN SIZE, GAUGE 23 (MINIMUM THICKNESS SIZE).
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GALVANIZED HARDWARE CLOTH, 1/4" GRID,
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WRAP UP AND OVER BOX HOLES TO PREVENT
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GOPHER AND OTHER RODENT FROM ENTERING BOX.
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HARDWARE
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CLOTH (TYP.)
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WITH UNION
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SEE IRRIGATION LEGEND AND SPECIFICATIONS.
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THREADED ELBOW
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TAPE TO MAINLINE AT 10'-0"
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INTERVALS.
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N.T.S.
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OR APPROVED EQUAL
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3M DBR-Y WIRE CONNECTORS
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OR APPROVED EQUAL
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INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE
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BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE
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INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE IN CENTER OF BOX.
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INSTALLATION AT MAIN LINE DEPTH.
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NOTE:
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PVC LATERAL
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SCH 40 PVC
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COUPLER
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BALL VALVE
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SCH 40 PVC
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SCH 80 PVC
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SCH 80 PVC T.O.E. NIPPLE
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SLIP COUPLER
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T.O.E. NIPPLE
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RECTANGULAR VALVE BOX
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24" DEPTH
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(4) CONCRETE BRICKS UNDER
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EACH VALVE BOX TO PREVENT
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BOX FROM SETTLING BELOW
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FINISH GRADE.
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WITH GREEN LID
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PVC MAINLINE
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FINISH GRADE
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HARDWARE CLOTH: GALVANIZED WELDED STEEL, MESH SHAPE SQUARE 1/4" x 1/4"
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IN SIZE, GAUGE 23 (MINIMUM THICKNESS SIZE).
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GALV. HARDWARE CLOTH, 1/4" GRID,
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WRAP UP AND OVER BOX HOLES TO
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PREVENT GOPHER AND OTHER RODENT
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FROM ENTERING BOX.
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HARDWARE
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CLOTH (TYP.)
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GREEN LID
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FG
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AND PIPE TO
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PVC ADAPTER
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FINISH GRADE
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BRASS NIPPLES TYPICAL
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BRASS 90 DEGREE ELLS
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TYPICAL
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SPRINKLERS
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2" BELOW PAD
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ENC PAD PREFABRICATED ENCLOSURE BASE OR POURED IN PLACE CONCRETE PAD.
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TO POINT OF CONNECTION, ADAPT AS NECESSARY. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES
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BRASS UNION
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BACKFLOW PREVENTER UNIT WITH BALL VALVES
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BRONZE PRESSURE REDUCING VALVE SET @ 60.0 PSI
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TYPICAL BALL VALVE
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N.T.S.
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N.T.S.
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N.T.S.
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N.T.S.
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N.T.S.
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N.T.S.
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N.T.S.
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N.T.S.
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N.T.S.
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N.T.S.
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N.T.S.
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SHEET TITLE
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CLIENT
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PROJECT
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1424 PATRICIA AVE.
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SIMI VALLEY, CA 93065
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211 PASEO DE SUENA
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REDONDO BEACH, CA
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459 N. VENTURA AVE., VENTURA CA 93001
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(805) 642-3641 FAX (805) 653-7874
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LANDSCAPE ARCHITECTS, INC.
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2018
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JORDAN, GILBERT & BAIN
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C
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Jordan, Gilbert & Bain Landscape Architects, Inc.
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THESE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE INSTRUMENTS OF PROFESSIONAL SERVICES AND AS SUCH ARE THE PROPERTY OF JORDAN, GILBERT & BAIN LANDSCAPE ARCHITECTS, INC. REPRODUCTION OR OTHER USE NOT AUTHORIZED BY JORDAN, GILBERT & BAIN IS PROHIBITED WITHOUT WRITTEN APPROVAL.
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DRAWING
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SHEET OF 7
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SUBMITTAL
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BID
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CONSTRUCTION
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PRINTED FOR:
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10/4/18
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DATE
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DATE
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CHECKED:
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DRAWN:
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MHB
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MG
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NO.
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REVISIONS
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1
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DATE
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BY
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DESCRIPTION
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PROJECT No.
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16.51
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~
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SIGNATURE
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S
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T
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A
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T
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E
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O
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F
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C
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A
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L
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I
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F
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O
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R
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N
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I
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A
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R
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E
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G
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I
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S
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T
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E
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R
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E
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D
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L
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A
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N
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D
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S
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C
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A
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P
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E
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A
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R
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C
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H
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I
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T
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E
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C
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T
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M
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I
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C
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H
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A
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E
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L
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.
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G
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I
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L
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2
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T
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#
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2
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3
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0
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RENEWAL DATE
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DATE
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11-19
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C.
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B
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E
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R
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10-4-18
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PHONE: (310) 918-5455
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APN: 632-0-080-085
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4
REMOTE CONTROL VALVE ASSEMBLY FOR DRIP SYSTEM
TYPICAL SUB-SURFACE TUBING PLUMBED WITH CENTER FEED LIQUID FERTILIZER DISPENSER
FLOW SENSOR
B
11
2 31
6 7 85
4
119 10
FAB
IO M
ALE
K
28 U
NIT
APA
RTM
ENT
CO
MPL
EX
LAN
DSC
APE
DET
AIL
S
L2.2SHRUB & TREE PLANTING TREE STAKING - 24" BOX SIZEROOT BARRIER - SECTION & PLAN VIEWS
AUTO CONTROLLER
TREE STAKING - 36" BOX SIZE TO 48" BOX SIZE
WIRELESS RAIN SENSOR
VINE PLANTING ON WALLS
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LF
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LF
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PVC SUPPLY HEADER
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AREA PERIMETER
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XFS SUB-SURFACE TUBING LATERAL
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REMOTE CONTROL
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FILTER AND 200 MESH SCREEN
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VALVE WITH BASKET
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6 - 9" FROM EDGE
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PERIMETER TUBING LATERALS
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DRIP SYSTEM INDICATOR CONNECTED TO EDGE OF PVC HEADER.
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SUB SURFACE DRIPLINE TUBING FLUSH VALVE -
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NOTE: FOR DRIP LINE SPACING REFER TO THE IRRIGATION PLAN.
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DRIPLINE CONNECTION
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TO SUPPLY HEADER
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TO SECURE PVC HEADERS IN PLACE
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J-HOOKS
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EVERY 24" OR AS NOTED ON PLANS
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STAPLE EVERY 36" WITH APPROVED STAKES
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18"
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6" - 9"
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CONCRETE OR PAVEMENT EDGE
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SCHEMATIC LAYOUT
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AIR / VACUUM RELIEF VALVE IN VALVE BOX
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LOCATED ON HIGHEST ELEVATION POINT ON SYSTEM
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OR AS ILLUSTRATED ON IRRIGATION PLANS
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PLUMBED TO PVC HEADER AT END OF SYSTEM IN VALVE BOX.
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VARIES
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RAIN BIRD MODEL TDS-050 WITH BEND
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RAIN BIRD MODEL ARV050
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INSTALL WITHIN 6" OF PAVED SURFACE OR CURB SO POP UP
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RISER CAN BE VISUALLY SEEN BY MAINTENANCE PERSONEL WHEN
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DRIP REMOTE CONTROL VALVE IS OPEN AND RUNNING WATER.
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DIMENSION
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5 PIPE DIAMETERS
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DIRECTION OF FLOW
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WHT.
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10 PIPE DIAMETERS
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DIMENSION
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SENSOR CABLE TO
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BLK.
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PROVIDED
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CONNECTORS
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WATERPROOF TYPE
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SPLICE WIRES WITH
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FLOW SENSOR
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VALVE BOX
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FINISHED GRADE
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TO MASTER
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AUTO CONTROLLER
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1-1/4" SCH. 40 PVC
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ELECTRICAL CONDUIT
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TO CONTROLLER
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VALVE
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GALVANIZED HARDWARE CLOTH, 1/4" GRID,
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WRAP UP AND OVER BOX HOLES TO PREVENT
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GOPHER AND OTHER RODENT FROM ENTERING
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RECTANGULAR VALVE BOX.
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3/4" ROCK, 3 CUBIC FEET
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BRICK SUPPORTS
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4 REQ. PER BOX
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HARDWARE CLOTH: GALVANIZED WELDED STEEL,
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GAUGE 23 (MINIMUM THICKNESS SIZE).
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MESH SHAPE SQUARE 1/4" x 1/4" IN SIZE,
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CONNECT WIRES W/ 3M PRODUCT
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EDGE (MIN.)
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REMOTE CONTROL VALVE
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SCH. 40 PVC
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1. CONTRACTOR SHALL BRAND INTO THE VALVE BOX LID
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3 CU/FT MIN
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LINE AND FITTING
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PRESSURE SUPPLY
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SCH. 80 PVC THREADED
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3/4" ROCK
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12" MIN.
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24" MIN.
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PVC
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ELBOW
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SCH 80 PVC
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T.O.E NIPPLE
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2"
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THE STATION NUMBER IN 1" TALL LETTERS
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NOTES:
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TO DRIP
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EMITTERS
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DRIP BASKET FILTER
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JUMBO VALVE BOX
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SHRUB AREA
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FINISH GRADE @
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W/ LOCKING BOLT (GREEN LID)
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LOOP 12" MIN.
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FLOW ADJUSTMENT
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CURL-TYPE EXPANSION
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DBR-Y DIRECT BURY SPLICE KIT
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SOLENOID
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WITH 200 MESH SCREEN
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24" FROM ROAD
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LATERAL
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(MALE THREAD)
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3"
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SCH. 40 PVC
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FEMALE ADAPTER
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SCH 80 PVC
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CLOSE NIPPLE
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BALL VALVE
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2. CONTRACTOR SHALL PROVIDE STANDARD YELLOW COLORED
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CHRISTY I.D. VALVE NUMBER TAGS FOR EACH REMOTE
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CONTROL VALVE INSTALLED.
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FOR ALL 14 GAUGE WIRE
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SPLICE CONNECTIONS
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INSTALLED ADJACENT
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14 GAUGE WIRES,
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TO MAINLINE. TAPE WIRES
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OR TUBING
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CHRISTY VALVE
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I.D. TAG
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SYMBOL DENOTES
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TAKE PRE-ESSEMBLED R.C.V UNIT
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APART, INSTALL SPEARS MODEL
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434-010 RISER EXTENSION,
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FIPT X MIPT, SCH. 40 PVC.
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TO MAINLINE AT 10'-0"
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O.C. INTERVALS.
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BRICK SUPPORTS
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4 REQ. PER BOX
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(TYPICAL)
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HARDWARE CLOTH
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3. HARDWARE CLOTH: GALVANIZED WELDED STEEL,
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IN SIZE, GAUGE 23 (MINIMUM THICKNESS SIZE).
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MESH SHAPE SQUARE 1/4" x 1/4"
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STANDARD RECTANGULAR VALVE
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BOX WITH 6" VALVE BOX
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EXTENSION WITH GREEN LID.
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TYPICAL
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BACKFLOW
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VALVES
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JUMBO RECTANGULAR VALVE BOX SEE IRRIGATION PLAN FOR SIZE
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REMOVABLE EZ FLO FERTILIZER INJECTOR, IRRIGATION PLAN FOR SIZE REQUIREMENTS.
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(2) EZ SHUT-OFF VALVES. INSTALLED AT EACH COUPLER LOCATION.
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EZ BALL VALVE COUPLING CONNECTOR
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(3) ISOLATION VALVES, LINE SIZED
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IRRIGATION MAINLINE, SIZED PER PLAN.
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JUMBO RECTANGULAR VALVE BOX SEE IRRIGATION PLAN FOR SIZE
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REMOVABLE EZ FLO FERTILIZER INJECTOR, SEE IRRIGATION PLAN FOR SIZE REQUIREMENTS.
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(2) EZ SHUT-OFF VALVES. INSTALLED AT EACH COUPLER LOCATION.
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EZ BALL VALVE COUPLING CONNECTOR
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IRRIGATION MAINLINE, SIZED PER PLAN.
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SECTION
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PLAN
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RED BRICK TYPICAL, 4 REQUIRED
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6" MINIMUM LAYER OF PEA GRAVEL
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NOTE: "BRAND" IN 'FI' ON LID IN 2" LETTERS.
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N.T.S.
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N.T.S.
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N.T.S.
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SHEET TITLE
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CLIENT
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PROJECT
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1424 PATRICIA AVE.
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SIMI VALLEY, CA 93065
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211 PASEO DE SUENA
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REDONDO BEACH, CA
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459 N. VENTURA AVE., VENTURA CA 93001
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(805) 642-3641 FAX (805) 653-7874
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LANDSCAPE ARCHITECTS, INC.
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2018
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JORDAN, GILBERT & BAIN
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C
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Jordan, Gilbert & Bain Landscape Architects, Inc.
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THESE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE INSTRUMENTS OF PROFESSIONAL SERVICES AND AS SUCH ARE THE PROPERTY OF JORDAN, GILBERT & BAIN LANDSCAPE ARCHITECTS, INC. REPRODUCTION OR OTHER USE NOT AUTHORIZED BY JORDAN, GILBERT & BAIN IS PROHIBITED WITHOUT WRITTEN APPROVAL.
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DRAWING
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SHEET OF 7
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SUBMITTAL
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BID
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CONSTRUCTION
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PRINTED FOR:
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10/4/18
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DATE
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DATE
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CHECKED:
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DRAWN:
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MHB
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MG
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NO.
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REVISIONS
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1
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DATE
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BY
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DESCRIPTION
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PROJECT No.
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16.51
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~
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SIGNATURE
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S
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T
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A
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T
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E
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O
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F
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C
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A
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L
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I
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F
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O
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R
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N
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I
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A
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R
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E
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G
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I
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S
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T
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E
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R
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E
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D
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L
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A
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N
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D
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S
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C
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A
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P
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E
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A
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R
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C
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H
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I
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T
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E
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C
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T
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M
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I
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C
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H
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A
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E
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L
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.
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G
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I
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L
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2
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T
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#
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2
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3
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0
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RENEWAL DATE
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DATE
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11-19
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C.
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B
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E
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R
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10-4-18
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PHONE: (310) 918-5455
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APN: 632-0-080-085
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5
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TREE OR SHRUB
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MULCH LAYER
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KEEP MULCH 10"
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FINISH GRADE AT
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CLEAR FROM CROWN
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SHRUB AREA
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NATIVE SOIL
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DEPTH OF
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ROOT BALL
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2" WOOD
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3"
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2x ROOT DIAMETER
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ROOT BALL
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OF HOLE
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ROUGHEN SIDES
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AMENDED BACKFILL
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SEE SPECIFICATIONS
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ROOT BALL
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3" DEEP BASIN AROUND
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AT SHRUB AREA PROVIDE
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GRADE AFTER SETTLEMENT
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BE 1" ABOVE FINISH
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OF ROOT BALL SHALL
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WHEN PLANTED, TOP
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OR #8d NAIL
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GALV STAPLE
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RUBBER 'CINCH TIE'
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10' MAX. TREE HEIGHT
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4' MIN.
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4' MAX
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6" MIN.
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SEE PLANTING DETAIL
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NOTE:
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WINDS
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PREVAILING
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RUBBER 'CINCH TIE' (TYPICAL) 4-REQ'D
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BACKFILL MIX (SEE SPEC.)
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ROOT BALL
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FINISH GRADE
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RUBBER 'CINCH TIE'
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HEIGHT AS REQ'D TO SECURE HEAD
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OF TREE; PLACE OUTSIDE ROOTBALL.
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TRIM TOPS OF LODGE POLES TO
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TO CLEAR TREE BRANCHES
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2"%%C 12' LODGE POLE TREE STAKE
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TREE TRUNK
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STAKE
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OR #8d NAIL
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GALV STAPLE
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STAKE
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PLAN VIEW
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SEE TREE STAKING/GUYING DETAIL
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ROOT BARRIER (SEE SPECS)
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2"
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BACK-FILL MIX (SEE SPECS)
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WALKWAY
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24" DEEP x 20' LONG LINEAR
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ROOT
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BALL
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CURB
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3"
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TRUNK
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LONG LINEAR ROOT
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BARRIERS
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THREE SIDES
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3/4" TO 1" GRAVEL
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GRAVEL OR
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CRUSHED ROCK
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TRUNK
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PLANTER
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CONCRETE EDGE
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(2) 24" DEEP X 10'
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LONG LINEAR ROOT
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BARRIERS
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10FT.
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THAN
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LESS
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PLANTER
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BARRIERS
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3/4" TO 1" GRAVEL OR
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TYPICAL
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CONCRETE
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CRUSHED ROCK
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EDGE
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ONE SIDE
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TRUNK
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CONCRETE
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5'
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EDGE
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10FT.
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THAN
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TRUNK
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LONG LINEAR ROOT
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(2) 24" DEEP X 10'
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5'
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C
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L
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(2) 24" DEEP X 10'
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CONCRETE EDGE
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PLANTER
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C
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L
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5'
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PLANTER
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5'
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ALL SIDES
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TWO SIDES
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10FT. TYP.
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ALL SIDES
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LESS
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THAN
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LESS
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10FT.
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THAN
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N.T.S.
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N.T.S.
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N.T.S.
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N.T.S.
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OR #8d NAIL
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GALV STAPLE
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RUBBER 'CINCH TIE'
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10' MAX. TREE HEIGHT
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4' MIN.
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4'
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6" MIN.
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SEE PLANTING DETAIL
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NOTE:
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WINDS
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PREVAILING
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RUBBER 'CINCH TIE' (TYPICAL) 4-REQ'D
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BACKFILL MIX (SEE SPEC.)
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BERM-NO BASIN IN LAWN AREA
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WATER BASIN FORMED BY 3" HIGH
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ROOT BALL
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FINISH GRADE
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RUBBER 'CINCH TIE'
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HEIGHT AS REQ'D TO SECURE HEAD
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OF TREE; PLACE OUTSIDE ROOTBALL.
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TRIM TOPS OF LODGE POLES TO
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TO CLEAR TREE BRANCHES
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3-2"%%C 10' LODGE POLE TREE STAKE
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TREE TRUNK
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STAKE
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OR #8d NAIL
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GALV STAPLE
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STAKE
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ARBOR GUARD (TURF AREAS ONLY)
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PLAN VIEW
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RUBBER 'CINCH TIE'
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OR #8d NAIL
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GALV STAPLE
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STAKE
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MINIMUM
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ABOVE SPRINKLER THROW
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FINISH GRADE
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WALL
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WIRELESS RAIN SENSOR
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ELBOW
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2" O - 90 SWEEP
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BUILDING FLOOR SLAB
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2" CONDUIT
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120V POWER INPUT
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WALL MOUNTED
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AUTOMATIC CONTROLLER
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2" CONDUIT
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18" MIN.
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WALL OR FOOTING
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BEYOND FACE OF EXTERIOR
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EXTEND CONDUIT 12" MIN.
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12" MIN.
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MOUNTING BRACKET
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MOUNTING BOARD
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BUILDING WALL
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AT 10'-0" ON CENTER MAXIMUM SPACING
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TAPE AND BUNDLE WIRES TOGETHER WITH ELECTRICAL TAPE
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AWG # 14 UF DIRECT BURIAL WIRES (CONTROL AND COMMON)
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WOOD SCREEN SURFACE
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FINISHED GRADE
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VINE
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ATTACH PLASTIC VINE TIE TO GREEN SCREEN 18" APART TYP.
SECTION 02830 - IRRIGATION SYSTEM
FAB
IO M
ALE
K
28 U
NIT
APA
RTM
ENT
CO
MPL
EX
LAN
DSC
APE
L4.1
SPEC
IFIC
ATI
ON
S
SECTION 02550 - CARPENTRY
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PART 1 GENERAL 1.01 SECTION INCLUDES GENERAL REQUIREMENTS FOR IRRIGATION SYSTEM. 1.02 DESCRIPTION FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND OPERATIONS REQUIRED TO COMPLETE THE INSTALLATION OF THE IRRIGATION SYSTEM. 1.03 REQUIREMENTS AND REGULATORY AGENCIES A. COMPLY WITH ALL LOCAL AND STATE CODES, ORDINANCES, SAFETY ORDERS, AND REGULATIONS OF ALL LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION OVER THIS WORK. B. OBTAIN AND PAY FOR ALL PLUMBING PERMITS AND ALL INSPECTIONS REQUIRED BY AUTHORITIES STATED ABOVE. C. NOTIFY THE LANDSCAPE ARCHITECT IN THE EVENT ANY EQUIPMENT OR METHODS INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS CONFLICT WITH LOCAL CODES, PRIOR TO INSTALLATION. 1.04 RECORD DRAWINGS A. THE CONTRACTOR SHALL MAINTAIN A COMPLETE AND ACCURATE SET OF "AS BUILT" DRAWINGS. THESE DRAWINGS SHALL BE KEPT UP TO DATE WITH THE PROGRESS OF THE WORK. THE OWNER SHALL FURNISH A SET OF DRAWINGS ON WHICH TO RECORD "AS BUILT" CONDITIONS. AS-BUILTS SHALL BE UPDATED ON A WEEKLY BASIS. B. THE CONTRACTOR SHALL INDICATE CLEARLY AND CORRECTLY WORK INSTALLED DIFFERENTLY FROM THAT SHOWN ON THE CONTRACT DRAWINGS BY DIMENSIONING FROM TWO PERMANENT POINTS OF REFERENCE. SHOW CONNECTIONS TO EXISTING WATER LINES, GATE VALVES, PRESSURE SUPPLY PIPE, CONTROL VALVES, QUICK COUPLERS AND CONTROL WIRING. C. ON COMPLETION OF THE WORK, THE CONTRACTOR SHALL OBTAIN ONE (1) SET OF THE IRRIGATION DRAWINGS FROM THE LANDSCAPE ARCHITECT, AND ALL CHANGES AS NOTED ON THE RECORD SET SHALL BE DRAWN ON THE PRINTS. THE PRINTS SHALL BE SIGNED BY THE CONTRACTOR AS COMPLETE AND ACCURATE "RECORD DRAWINGS." THIS SET OF PRINTS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT. 1.05 CONTROLLER CHARTS A. RECORD DRAWINGS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT BEFORE CHARTS ARE PREPARED. B. PROVIDE ONE CONTROLLER CHART FOR EACH CONTROLLER SUPPLIED. C. THE CHART SHALL SHOW THE AREA CONTROLLED BY THE AUTOMATIC CONTROLLER AND SHALL BE THE MAXIMUM-SIZE CONTROLLER THE DOOR WILL ALLOW.
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1.07 DRAWINGS FOR PURPOSES OF LEGIBILITY, IRRIGATION LINES ARE ESSENTIALLY DIAGRAMMATIC, ALTHOUGH SIZE AND LOCATION OF IRRIGATION EQUIPMENT ARE DRAWN TO SCALE WHEREVER POSSIBLE. MAKE USE OF ALL DATA IN ALL OF THE CONTRACT DOCUMENTS AND VERIFY THIS INFORMATION AT CONSTRUCTION SITE. 1.08 MATERIALS TO BE FURNISHED A. PRIOR TO FINAL APPROVAL, THE CONTRACTOR SHALL FURNISH THE FOLLOWING MATERIALS TO THE OWNER: 1. TWO WRENCHES FOR DISASSEMBLING AND ADJUSTING EACH TYPE OF IRRIGATION HEAD SUPPLIED. 2. TWO KEYS FOR EACH AUTOMATIC CONTROLLER. 3. FOUR KEYS FOR LOOSE KEY HOSE BIBS. 4. TWO LONG NECK OPERATING WRENCHES FOR BUTTERFLY VALVES 1.09 ON-SITE OBSERVATIONS A. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT FORTY-EIGHT (48) HOURS IN ADVANCE FOR ALL REQUIRED ON-SITE OBSERVATIONS. THE FINAL ON-SITE OBSERVATION SHALL REQUIRE SEVEN (7) DAYS ADVANCE NOTICE. THE FOLLOWING ARE REQUIRED ON-SITE OBSERVATIONS: 1. JOB START MEETING PRIOR TO STARTING ANY WORK TO REVIEW THE SITE CONDITIONS THAT AFFECT THE WORK. 2. REVIEW THE MAINLINE PRIOR TO BACKFILLING AND WHEN THE PRESSURE TEST IS COMPLETE. 3. REVIEW SYSTEM COVERAGE WHEN INSTALLATION IS COMPLETE. COVERAGE MUST BE APPROVED PRIOR TO STARTING ANY PLANTING WORK. B. RECORD DRAWINGS MUST BE CURRENT AND ON-SITE AT THE TIME OF THE ON-SITE OBSERVATIONS. C. MAIN LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH FOR A PERIOD OF 2 HOURS. PART 2 PRODUCTS 2.01 GENERAL ALL IRRIGATION EQUIPMENT SHALL BE NEW AND UNUSED PRIOR TO INSTALLATION, AND SHALL CONFORM TO THE IRRIGATION PLAN AND LEGEND AS SPECIFIED. 2.02 CONTROL WIRES CONTROL WIRES SHALL BE 24 VOLT CONDUCTORS, UL LISTED TYPE U.F., SOLID COPPER, 14 AWG. UL HEAVY DUTY PVC, COLORED, INSULATION. COMMON SHALL BE WHITE COLOR, SPARE COMMON SHALL BE RED, CONTROL WIRES FOR AUTO CONTROLLER `A' SHALL BE ORANGE, CONTROL WIRES FOR AUTO CONTROLLER `B' SHALL BE GREEN IN COLOR. 2.03 GALVANIZED FITTINGS GALVANIZED FITTINGS SHALL BE GALVANIZED MALLEABLE STEEL, SCHEDULE 40. 2.04 SOLVENTS PVC PRIMER AND SOLVENTS SHALL BE APPROVED FOR PVC APPLICATION MEETING ASTM D-2564. 2.05 THREAD SEALANT THREAD SEALANT SHALL BE SMOOTH, NON-HARDENING SEALANT, COMPATIBLE WITH THE PIPE MATERIALS SPECIFIED, CHRISTY'S ULTRA SEAL OR APPROVED EQUAL. 2.06 MAIN LINE FITTINGS MAIN LINE FITTINGS SHALL BE SCHEDULE 40 PVC, TYPE 1, GRADE 1, CELL CLASSIFICATION 12454-B, SIDE GATED, LASCO OR APPROVED EQUAL. 2.07 MAIN LINE PIPE MAIN LINE PIPE SHALL BE PVC SCHEDULE 40 OR CLASS 315 PVC, SOLVENT WELD PIPE, WHITE IN COLOR. PIPE SHALL BE IN CONFORMANCE WITH ASTM D-1785. 2.08 LATERAL PIPE FITTINGS LATERAL LINE FITTINGS SHALL BE SCHEDULE 40 PVC, TYPE 1, GRADE 1, CELL CLASSIFICATION 12454-B, SIDE GATED, LASCO OR APPROVED EQUAL. 2.09 LATERAL PIPING LATERAL PIPE SHALL BE PVC SCHEDULE 40, SOLVENT WELD PIPE, WHITE IN COLOR. PIPE SHALL BE IN CONFORMANCE WITH ASTM D-1785. 2.10 SUB-SURFACE DRIPLINE TUBING DUAL-LAYERED POLYETHYLENE TUBING FURNISHED WITH .9 GPH EMITTERS SPACED AT 12" O.C., TUBING FITTINGS SHALL BE 17 MM IN SIZE, BARBED OR SPIN LOCK, AND SHALL CONFORM TO ALL MANUFACTURER'S SPECIFICATIONS. PART 3 EXECUTION 3.01 SITE CONDITIONS A. BEFORE STARTING WORK ON IRRIGATION SYSTEM, CAREFULLY CHECK ALL GRADES TO DETERMINE THAT WORK MAY SAFELY PROCEED, KEEPING WITHIN THE SPECIFIED MATERIAL DEPTHS. B. DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS INDICATED ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, FIELD DIMENSIONS, OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. C. THE INSTALLATION OF ALL IRRIGATION MATERIALS, INCLUDING PIPE, SHALL BE COORDINATED WITH THE LANDSCAPE DRAWINGS TO AVOID INTERFERING WITH THE TREES, SHRUBS, OR OTHER PLANTING. D. LAY OUT IRRIGATION HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCES BETWEEN SITE AND DRAWINGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE WITHIN THE INTENT OF THE ORIGINAL DRAWINGS, AND WITHOUT ADDITIONAL COST TO THE OWNER. WHEN DIRECTED BY THE LANDSCAPE ARCHITECT, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION.
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3.02 WATER SUPPLY CONNECTIONS TO THE EXISTING OUTLETS SHALL BE AT THE APPROXIMATE LOCATION(S) SHOWN ON THE DRAWINGS. 3.03 PIPE FITTINGS A. ALL PLASTIC THREADED PIPE AND FITTINGS SHALL BE ASSEMBLED USING NON-HARDENING SEALANT, APPLY TO THE MALE THREADS ONLY. B. ALL PLASTIC SLIP FITTINGS SHALL BE SOLVENT-WELDED AS PER PIPE MANUFACTURER'S RECOMMENDATIONS. 3.04 LINE CLEARANCE ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF FOUR (4) INCHES FROM EACH OTHER, AND SIX (6) INCHES FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL BE INSTALLED DIRECTLY OVER ONE ANOTHER. 3.05 TRENCHING A. DIG TRENCH AND SUPPORT PIPE CONTINUOUSLY ON BOTTOM OF DITCH. SNAKE PIPE IN TRENCH TO AN EVEN GRADE AS NOTED. B. PROVIDE MINIMUM COVER OF TWENTY-FOUR (24) INCHES FOR ALL PRESSURE SUPPLY LINES. C. PROVIDE MINIMUM COVER OF TWENTY-FOUR (24) INCHES FOR ALL CONTROL WIRES. D. PROVIDE MINIMUM COVER OF TWELVE (12) INCHES FOR ALL OTHER NON-PRESSURE LINES. E. ALL LINES UNDER DRIVEWAY AND ROADWAY PAVEMENT SHALL HAVE A TWENTY-FOUR (24) INCH MINIMUM COVER BELOW SUBGRADE. 3.06 BACKFILLING A. BACKFILL FOR TRENCHING SHALL BE COMPACTED TO A DRY DENSITY EQUAL TO THE ADJACENT UNDISTURBED SOIL, AND SHALL CONFORM TO THE ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER IRREGULARITIES. INITIAL BACKFILL ON ALL LINES SHALL BE OF A FINE GRANULAR MATERIAL WITH NO FOREIGN MATTER LARGER THAN ONE (1) INCH IN SIZE AN SIX (6) TO EIGHT (8) INCHES DEEP. B. ALL IRRIGATION LINES UNDER PAVING SHALL BE BACKFILLED ENTIRELY WITH SAND AND COMPACTED BY MEANS OF POWER COMPACTION. C. TRENCHES SHALL BE BACKFILLED PROMPTLY AFTER THE OPEN TRENCH REVIEW. 3.07 CONTROL WIRES A. UNLESS OTHERWISE SPECIFIED, CONNECTIONS BETWEEN CONTROLLER AND REMOTE CONTROL VALVES SHALL BE MADE WITH DIRECT BURIAL WIRE AWG-UF TYPE, INSTALLED IN ACCORDANCE WITH VALVE MANUFACTURER'S WIRE CHART AND SPECIFICATIONS. B. BETWEEN CONTROLLER AND REMOTE CONTROL VALVES, USE A CONTINUOUS WIRE. UNDER NO CIRCUMSTANCES SHALL SPLICES EXIST. C. WHERE MORE THAN ONE WIRE IS PLACED IN A TRENCH, THE WIRING SHALL BE TAPED TOGETHER AND TO MAIN LINE AT INTERVALS OF TEN (10) FEET AND UNDERNEATH THE MAIN LINE. D. WIRING SHALL OCCUPY THE SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS THE PRESSURE SUPPLY LINE WHEREVER POSSIBLE. E. AN EXPANSION LOOP OF EIGHTEEN (18) INCHES SHALL BE PROVIDED AT EACH WIRE CONNECTION AND/OR DIRECTIONAL TURN. F. SIZING OF WIRE SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS, IN NO CASE LESS THAN #14 IN SIZE. G. INSTALL (1) SPARE COMMON WIRE, RED IN COLOR, AND LOOP INTO ALL REMOTE CONTROL VALVES INSTALLED ON THIS PROJECT. 3.08 FLUSHING THE SYSTEM AFTER ALL NEW IRRIGATION PIPE LINES AND RISERS ARE IN PLACE AND CONNECTED, ALL NECESSARY DIVERSION WORK HAS BEEN COMPLETED, AND PRIOR TO INSTALLATION OF IRRIGATION HEADS, THE CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM. 3.09 ADJUSTING OF SYSTEM A. ADJUST VALVES, AND ALIGNMENT AND COVERAGE OF ALL IRRIGATION HEADS. B. IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRIGATION EQUIPMENT OR NOZZLE CHANGES WILL PROVIDE PROPER AND MORE ADEQUATE COVERAGE, MAKE ALL NECESSARY CHANGES, WITHOUT ADDITIONAL COST TO THE OWNER, PRIOR TO ANY PLANTING. C. THE ENTIRE SYSTEM SHALL BE OPERATING PROPERLY BEFORE ANY PLANTING OPERATIONS COMMENCE. 3.10 CLEAN-UP AND REPAIR A. UPON COMPLETION OF THE WORK, MAKE THE GROUND SURFACE LEVEL, REMOVE EXCESS MATERIALS, RUBBISH, DEBRIS, ETC., AND REMOVE CONSTRUCTION AND INSTALLATION EQUIPMENT FROM THE PREMISES. DISPOSE OF IN A SAFE AND LEGAL MANNER. B. REPLACE AND/OR REPAIR TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT ALL EXISTING PAVING DISTURBED DURING THE COURSE OF THIS WORK. NEW PAVING SHALL BE THE SAME TYPE, STRENGTH, TEXTURE, FINISH, AND BE EQUAL IN EVERY WAY TO THE MATERIAL REMOVED. 3.11 GUARANTEE THE ENTIRE IRRIGATION SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED AREAS FOR A PERIOD OF ONE-YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK.
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SHEET TITLE
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CLIENT
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PROJECT
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1424 PATRICIA AVE.
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SIMI VALLEY, CA 93065
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211 PASEO DE SUENA
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REDONDO BEACH, CA
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459 N. VENTURA AVE., VENTURA CA 93001
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(805) 642-3641 FAX (805) 653-7874
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LANDSCAPE ARCHITECTS, INC.
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2018
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JORDAN, GILBERT & BAIN
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C
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Jordan, Gilbert & Bain Landscape Architects, Inc.
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THESE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE INSTRUMENTS OF PROFESSIONAL SERVICES AND AS SUCH ARE THE PROPERTY OF JORDAN, GILBERT & BAIN LANDSCAPE ARCHITECTS, INC. REPRODUCTION OR OTHER USE NOT AUTHORIZED BY JORDAN, GILBERT & BAIN IS PROHIBITED WITHOUT WRITTEN APPROVAL.
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DRAWING
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SHEET OF 7
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SUBMITTAL
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BID
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CONSTRUCTION
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PRINTED FOR:
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10/4/18
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DATE
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DATE
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CHECKED:
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DRAWN:
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NO.
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REVISIONS
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16.51
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DATE
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11-19
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C.
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B
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10-4-18
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PHONE: (310) 918-5455
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APN: 632-0-080-085
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6
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D. THE CHART IS TO BE A REDUCED DRAWING OF THE ACTUAL RECORD DRAWINGS. HOWEVER, IN THE EVENT THE CONTROLLER SEQUENCE IS NOT LEGIBLE WHEN THE DRAWING IS REDUCED, IT SHALL BE ENLARGED TO A SIZE THAT WILL BE READABLE WHEN REDUCED. E. THE CHART SHALL BE BLACKLINE PRINT AND DIFFERENT COLOR SHALL BE USED TO SHOW THE AREA OF COVERAGE FOR EACH STATION. F. THE CHART SHALL BE MOUNTED USING VELCRO OR AN APPROVED EQUAL TYPE OF TAPE. G. WHEN COMPLETED AND APPROVED, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN TWO PIECES OF PLASTIC, EACH PIECE BEING A MINIMUM 20 MILS THICK. H. THE CONTROLLER CHART SHALL BE COMPLETED AND APPROVED PRIOR TO FINAL INSPECTION OF THE IRRIGATION SYSTEM. 1.06 CATALOG CUTS TEN (10) DAYS AFTER AWARD OF CONTRACT, SUBMIT TO THE LANDSCAPE ARCHITECT, FOR APPROVAL, FIVE (5) COPIES OF ALL MANUFACTURERS' CATALOG CUTS AND SPECIFICATIONS FOR ALL REQUIRED MATERIALS AND PRODUCTS.
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PART 1 GENERAL 1.01 RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION-1 SPECIFICATION SECTION, APPLY TO THIS SECTION. 1.02 DESCRIPTION FURNISH ALL LABOR, MATERIAL, EQUIPMENT AND OPERATIONS REQUIRED TO COMPLETE ALL CARPENTRY WORK INDICATED ON THE CONTRACT DOCUMENTS. PART 2 PRODUCTS 2.01 SALVAGED LUMBER A. EXISTING 2 X 12 LUMBER TO BE REMOVED MAY BE CUT TO SIZE AND REUSED FOR NEW WOOD SCREEN CONSTRUCTION PROVIDED IT IS FREE OF DEMOLITION DAMAGE, CRACKS, TERMITE DAMAGE, AND OTHER DEFECTS THAT WOULD MAKE IT UNSIGHTLY FOR REUSE. B. ALL SALVAGED MATERIAL MUST RECEIVE APPROVAL FROM THE INSPECTOR PRIOR TO REUSE. C. FURNISH ENOUGH MATERIAL, APPROVED SALVAGED LUMBER AND NEW LUMBER, AS NECESSARY TO COMPLETE THE WORK. 2.02 NEW LUMBER A. CAP - CON-HEART REDWOOD, RESAWN. B. 1 X 6 VERTICAL FENCING - CEDAR NO. 1 RESAWN. C. 4 X 4 POST - CON-HEART REDWOOD, RESAWN. 2.03 NAILS GALVANIZED COMMON FOR FRAMING, GALVANIZED FINISH FOR FENCE ATTACHMENT TO RAILS. 2.04 OTHER MATERIALS ALL OTHER MATERIALS NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, SHALL BE NEW, FREE FROM RUST, BEST QUALITY OF THEIR RESPECTIVE KINDS. PART 3 EXECUTION 3.01 FIELD MEASUREMENTS MAKE ALL REQUIRED MEASUREMENTS IN THE FIELD TO ENSURE PROPER AND ADEQUATE CONNECTIONS. 3.02 MILLING INSOFAR AS POSSIBLE, SHOP MILL ALL LUMBER SUITABLE FOR REUSE. 3.03 GENERAL CARPENTRY A. ALL WORK SHALL BE STRAIGHT, TRUE, PLUMB, WITH SOUND CONNECTIONS. B. USE ONLY GALVANIZED NAILS, SLIGHTLY PUNCH FINISH NAILS, AND AVOID UNSIGHTLY HAMMER MARKS.
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SHEET TITLE
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CLIENT
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PROJECT
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1424 PATRICIA AVE.
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SIMI VALLEY, CA 93065
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211 PASEO DE SUENA
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REDONDO BEACH, CA
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459 N. VENTURA AVE., VENTURA CA 93001
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(805) 642-3641 FAX (805) 653-7874
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LANDSCAPE ARCHITECTS, INC.
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2018
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JORDAN, GILBERT & BAIN
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C
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Jordan, Gilbert & Bain Landscape Architects, Inc.
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THESE DRAWINGS, SPECIFICATIONS AND DESIGNS ARE INSTRUMENTS OF PROFESSIONAL SERVICES AND AS SUCH ARE THE PROPERTY OF JORDAN, GILBERT & BAIN LANDSCAPE ARCHITECTS, INC. REPRODUCTION OR OTHER USE NOT AUTHORIZED BY JORDAN, GILBERT & BAIN IS PROHIBITED WITHOUT WRITTEN APPROVAL.
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DRAWING
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SHEET OF 7
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SUBMITTAL
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BID
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CONSTRUCTION
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PRINTED FOR:
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10/4/18
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DATE
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DATE
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CHECKED:
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DRAWN:
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MHB
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MG
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NO.
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REVISIONS
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1
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DATE
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BY
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DESCRIPTION
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PROJECT No.
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16.51
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11-19
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10-4-18
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PHONE: (310) 918-5455
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APN: 632-0-080-085
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PART 1 GENERAL 1.01 SECTION INCLUDES GENERAL REQUIREMENTS FOR PLANTING. 1.02 DESCRIPTION INCLUDES FURNISHING ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO PROVIDE AND INSTALL THE PLANTING AND MAINTENANCE INDICATED ON THE CONTRACT DOCUMENTS. 1.03 MAINTENANCE INCLUDES CONTINUAL MAINTENANCE OF ALL LANDSCAPE WORK INCLUDED IN THE CONTRACT FOR A PERIOD OF NINETY (90) DAYS FROM THE TIME ALL WORK IS COMPLETED AND APPROVED. 1.04 REQUIREMENTS OF REGULATORY AGENCIES ANY REQUIRED SPRAYING WORK SHALL BE DONE IN ACCORDANCE WITH GOVERNING AGENCIES. 1.05 SUBMITTALS A. FURNISH MATERIAL INVOICES INDICATING THE QUANTITIES OF FERTILIZERS, SOIL AMENDMENTS, AND ALL MATERIALS DELIVERED TO THE JOB SITE. MATERIAL INVOICES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INCORPORATING SOIL AMENDMENTS. B. CERTIFICATES SHALL BE PREPARED BY THE SUPPLIER OR DISTRIBUTOR AND SHALL INDICATE THE QUANTITIES AND QUALITIES OF MATERIALS USED. 1.06 PROTECTION A. CONTRACTOR SHALL CHECK OR LOCATE EXISTING STRUCTURES, ELECTRIC CABLES OR CONDUITS, UTILITY LINES AND OTHER EXISTING FEATURES OR CONDITIONS ABOVE OR BELOW GROUND LEVEL THAT MIGHT BE DAMAGED AS A RESULT OF THE OPERATION. QUESTIONS OR CONFLICTS ARISING OUT OF SUCH EXAMINATION PRIOR TO OR DURING OPERATION SHALL BE IMMEDIATELY DIRECTED TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR NECESSARY ACTION OR DECISIONS BEFORE RESUMING OPERATION. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT AT NO COST TO THE OWNER FOR FEATURES OR CONDITIONS DAMAGED THROUGH FAILURE TO COMPLY WITH THE ABOVE PROCEDURES. B. PROTECT EXISTING TREES AND TREE ROOTS FROM ANY DAMAGE THAT MAY BE CAUSED AS A RESULT OF ANY PLANTING OR IRRIGATION OPERATIONS. 1.07 ALTERNATES ALTERNATES WILL NOT BE PERMITTED, EXCEPT WHERE INDICATED. 1.08 LANDSCAPE ON-SITE OBSERVATIONS A. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT FORTY-EIGHT (48) HOURS IN ADVANCE FOR ALL REQUIRED ON-SITE OBSERVATIONS. THE FINAL ON-SITE OBSERVATION SHALL REQUIRE SEVEN (7) DAYS ADVANCE NOTICE. B. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL A COMPLETE WORK SCHEDULE INDICATING TENTATIVE DATES FOR ON-SITE OBSERVATIONS. C. RECORD DRAWINGS SHALL BE CURRENT AND PRESENT AT THE TIME OF ON-SITE OBSERVATIONS AND SHALL BE UPDATED ON A WEEKLY BASIS. D. LANDSCAPE ON-SITE OBSERVATIONS SHALL BE REQUIRED FOR THE FOLLOWING PHASES OF WORK: 1. JOB START MEETING. 2. FINISH GRADING - WHEN ALL FINE GRADING WORK IS COMPLETE, NOTIFY THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PROCEEDING WITH THE PLANTING. 3. SOIL PREPARATION - FURNISH CERTIFICATES FOR SOIL AMENDMENTS AT THIS TIME. QUANTITIES MUST BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR TO INCORPORATING INTO SOIL. WHEN ALL SOIL PREPARATION WORK IS COMPLETE NOTIFY THE LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO PROCEEDING WITH THE WORK. 4. IRRIGATION SYSTEM REVIEW - SEE IRRIGATION SECTION. 5. REVIEW PLANT MATERIAL FOR QUALITY PRIOR TO PLANTING. THE LANDSCAPE ARCHITECT HAS THE RIGHT TO REJECT ANY PLANT MATERIAL THAT IT DEEMS UNACCEPTABLE AT TIME OF DELIVERY. 6. REVIEW PLANTING DURING THE PLANTING PROCESS. 7. REVIEW PLANTING AFTER INSTALLATION. 8. PRE-MAINTENANCE - WHEN ALL WORK HAS BEEN COMPLETED A PRE-MAINTENANCE WALK THRU SHALL BE CONDUCTED. CONTRACTOR MUST RECEIVE APPROVAL FROM THE LANDSCAPE ARCHITECT PRIOR TO STARTING THE MAINTENANCE PERIOD. 9. MAINTENANCE - NOTIFY THE LANDSCAPE ARCHITECT AFTER THE MAINTENANCE PERIOD HAS PROGRESSED FOR THIRTY DAYS FOR A REVIEW OF ALL WORK AND MAKE ALL CORRECTIONS THAT ARE DEEMED NECESSARY. 10. FINAL REVIEW - AFTER THE NINETY (90) DAY MAINTENANCE PERIOD IS COMPLETE, NOTIFY THE LANDSCAPE ARCHITECT FOR A FINAL REVIEW OF ALL WORK. ALL WORK MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO BEING DEEMED COMPLETE. FINAL INSPECTION FROM CITY SHALL BE CONDUCTED AFTER LANDSCAPE CERTIFICATION OF COMPLIANCE (CHECKLIST) IS SUBMITTED TO THE CITY. 1.09 GUARANTEE ALL PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER FINAL DATE OF MAINTENANCE. THIS GUARANTEE IS IN ADDITION TO, AND NOT A LIMITATION OF, OTHER RIGHTS THE OWNER MAY HAVE UNDER THE CONTRACT DOCUMENT. PART 2 PRODUCTS 2.01 ORGANIC AMENDMENTS SHALL BE AGROMIN "AGROMEND." 2.02 FERTILIZER FERTILIZER SHALL BE FIRST GRADE COMMERCIAL QUALITY AS SPECIFIED. 2.03 SOIL SOIL SHALL BE EXISTING SITE SOIL AS APPROVED BY THE LANDSCAPE ARCHITECT.
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2.04 PLANT MATERIAL A. PLANT QUALITY - PLANTS SHALL BE FRESH, WELL ESTABLISHED, VIGOROUS, OF NORMAL HABIT OF GROWTH, FREE OF DISEASE, INSECTS, INSECT EGGS AND LARVAE. PLANTS SHALL HAVE HEALTHY, NORMAL ROOT SYSTEM, WELL FILLING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT-BOUND. B. PLANT SIZES - THE HEIGHT AND SPREAD OF ALL PLANT MATERIAL SHALL BE MEASURED WITH BRANCHES IN THEIR NORMAL POSITION WHEN PLANT IS INSTALLED. C. MULTI-BRANCHED TREES AS NOTED ON THE DRAWINGS SHALL MEAN TREES WITH THREE OR MORE TRUNKS AND ALL TRUNKS SHALL BE EQUAL IN CALIPER. D. PLANT QUANTITIES - PLANT MATERIALS SHALL BE FURNISHED IN SIZE, QUANTITIES, SPECIES AND IN THE SPACING AS INDICATED OR NOTED ON THE DRAWINGS. SYMBOLS SHALL TAKE PRECEDENCE OVER PLANT COUNTS, IN CASE OF DISCREPANCY. 2.05 SOD SOD SHALL BE - SOUTHLAND SOD FARMS "MARATHON II." 2.06 HYDROSEED TURF HYDROSEED TURF SHALL BE - SOUTHLAND SOD FARMS "MARATHON II." 2.07 MAINTENANCE MAINTENANCE MATERIALS USED IN CONJUNCTION WITH THE MAINTENANCE WORK SHALL CONFORM TO THE MATERIAL REQUIREMENTS ORIGINALLY SPECIFIED FOR THE WORK. 2.08 MULCH MULCH SHALL BE AGROMIN "ES-2," CLEAN, CHIPPED, DIMENSIONAL LUMBER, FREE FROM ALL NAILS, OR OTHER HARMFUL MATERIALS AND SHALL HAVE 90% 2" SIZE AND 10% LESS THAN 2" SIZE. 2.09 MIXES A. BACKFILL MIX FOR ALL TREES AND PALMS SHALL BE 2/3 SITE SOIL TO 1/3 ORGANIC AMENDMENT. B. SOIL PREPARATION MATERIALS SHALL BE THE FOLLOWING PER 1,000 SQ. FT.: 1. THREE CUBIC YARDS ORGANIC AMENDMENTS. 2. TWO POUNDS OF NITROGEN. 3. TWO POUNDS OF PHOSPHORUS. 4. TWO POUNDS OF POTASSIUM. 2.10 TREE STAKES TREE STAKES SHALL BE 2-INCH DIAMETER LODGEPOLE PINE (PINUS CONTORTA), PRESSURE TREATED WITH AN EPA-REGISTERED PESTICIDE CONTAINING COPPER SUCH AS AQC (ALKALINE COPPER QUATERNARY) OR CA-B (COPPER AZOLE). STAKES SHALL BE TWELVE (12) FEET LONG. 2.11 TREE TIES TREE TIES SHALL BE VIRGIN FLEXIBLE VINYL MEETING ASTM D-412, WITH UV INHIBITOR, 24 INCHES LONG. 2.12 CONCRETE MOW STRIP CONCRETE MOW STRIP SHALL BE 2,000 PSI CONCRETE, BROOM FINISH. 2.13 ROOT BARRIER ROOT BARRIER SHALL BE LINEAR BARRIERS 18" INCHES HIGH X 2' FEET LONG (UB18-2) AS MANUFACTURED BY DEEPROOT PARTNERS, 81 LANGTON ST. SUITE 4, SAN FRANCISCO, CA. (800) 458-7668. 2.15 LANDSCAPE FABRIC COMMERCIAL LANDSCAPE FABRIC UV RATED AT 2500 HOURS MIN., WITH A WATER FLOW-THROUGH RATE OF AT LEAST 445 GALLONS PER MINUTE PER SQ. FT. AND ELONGATION (STRETCH) OF 590%. PRO WEEDBLOCK BY EASY GARDNER, INC, WACO, TEXAS, (817) 753-5353, OR EQUAL. PART 3 EXECUTION 3.01 SITE CONDITION NO PLANT MATERIALS SHALL BE PLANTED UNTIL ALL OPERATIONS IN CONJUNCTION WITH THE INSTALLATION OF THE IRRIGATION SYSTEM HAVE BEEN APPROVED BY THE LANDSCAPE ARCHITECT. FINAL GRADES SHALL BE ESTABLISHED AND THE PLANTING AREAS SHALL BE PROPERLY PREPARED AND GRADED. 3.02 GROUND PREPARATION - ALL AREAS A. REMOVE FROM SITE DEAD OR DYING SHRUBS, TREES, OR WEEDS WITHIN PROPOSED PLANTING AREAS. WHEN BERMUDA GRASS, NUT GRASS OR ST. AUGUSTINE IS ENCOUNTERED, PLANTS SHALL BE SPRAYED WITH "ROUND-UP" TWO WEEKS PRIOR TO START OF LANDSCAPE WORK THEN REMOVED COMPLETELY. B. ALL PLANTED AREAS SHALL BE THOROUGHLY CULTIVATED TO A DEPTH OF SIX (6) INCHES TO REDUCE ANY COMPACTION WHICH OCCURS AS A RESULT OF CONSTRUCTION. PROTECT EXISTING TREE ROOTS. C. STONES OR ROCKS OVER 1" IN SIZE, CONSTRUCTION REFUSE, AND OTHER DELETERIOUS MATERIAL SHALL BE REMOVED FROM THE SITE, SAFELY AND LEGALLY DISPOSED OF. D. APPLY SOIL PREPARATION MATERIALS TO ALL PLANTING AREAS AND THOROUGHLY INCORPORATE INTO THE TOP SIX (6) INCHES OF SOIL, PER SOIL ANALYSIS REPORT. E. WET SOIL THOROUGHLY AND ALLOW TO SETTLE. REPEAT THIS COMPACTION PROCEDURE UNTIL SOIL IS STABLE ENOUGH TO PERMIT AERATION AND DRAINAGE FOR PLANT MATERIAL. F. FINISH GRADE ALL PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE READY FOR PLANTING. FINISH GRADE SHALL BE ONE (1) INCH BELOW FINISH GRADE OF ADJACENT PAVED SURFACES UNLESS OTHERWISE NOTED ON DRAWINGS. 3.03 PLANTING - TREES & SHRUBS A. TREES AND SHRUB PLANTING SHALL COMPLY WITH DETAILS ON DRAWINGS. B. MAKE NECESSARY ADJUSTMENTS AND EXCAVATE PITS OF SQUARE OUTLINE AND VERTICAL SIDES FOR ALL PLANTS. SCARIFY SIDES AND BOTTOMS OF ALL PLANT PITS.
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PART 1 GENERAL 1.01 DESCRIPTION INCLUDES FURNISHING ALL LABOR, MATERIALS AND EQUIPMENT REQUIRED TO CONTINUOUSLY MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DURING THE PROCESS OF THE WORK, THE MAINTENANCE PERIOD AND UNTIL FINAL ACCEPTANCE OF THE WORK. 1.02 MAINTENANCE PERIOD AFTER ALL WORK INDICATED ON THE DRAWINGS OR HEREIN SPECIFIED INCLUDING ALL PLANTING HAS BEEN COMPLETED, INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS BY MEANS OF CONTINUOUS WATERING, WEEDING, MOWING, RE-SEEDING, CULTIVATING, SPRAYING, MULCHING, TRIMMING, EDGING, AND/OR ANY OTHER OPERATION NECESSARY FOR THE CARE AND UPKEEP FOR THE PERIOD OF NINETY (90) DAYS AFTER THE AFOREMENTIONED APPROVALS, EXCEPT THAT THE MAINTENANCE PERIOD SHALL BE EXTENDED TO INCLUDE THE TIME NECESSARY TO: A. MEET THE REQUIREMENTS AND APPROVAL BY THE MUNICIPAL OR COUNTY AGENCY HAVING JURISDICTION. 1.03 REQUIREMENTS OF REGULATORY AGENCIES ANY REQUIRED SPRAYING WORK SHALL BE DONE IN ACCORDANCE WITH GOVERNING AGENCIES. PART 2 PRODUCTS ALL MATERIALS USED IN CONJUNCTION WITH THE MAINTENANCE WORK SHALL CONFORM TO THE MATERIAL REQUIREMENTS ORIGINALLY SPECIFIED FOR THE WORK. APPLY AT MANUFACTURER'S RECOMMENDED RATE. PART 3 EXECUTION 3.01 REPLACEMENTS CONTRACTOR SHALL IMMEDIATELY REPLACE ANY AND ALL PLANT MATERIALS WHICH, FOR ANY REASON, DIE OR ARE DAMAGED WHILE UNDER HIS CARE. REPLACEMENT PLANTS SHALL BE OF THE SAME QUALITY AS THE ORIGINALLY SPECIFIED PLANTS. 3.02 REPAIR A. DAMAGE TO PLANTING AREAS SHALL BE REPAIRED IMMEDIATELY. B. DEPRESSIONS CAUSED BY VEHICLES, EQUIPMENT AND FOOT TRAFFIC WILL BE FILLED WITH SOIL, LEVELED AND REPLANTED. C. EXTERMINATE GOPHERS AND MOLES, REPAIR DAMAGE AS ABOVE. 3.03 CLEAN-UP A. ALL PLANTED AREAS SHALL BE KEPT FREE OF DEBRIS AND SHALL BE CULTIVATED AND WEEDED AT NOT MORE THAN TEN-DAY INTERVALS. B. AT COMPLETION OF THE MAINTENANCE PERIOD, ALL AREAS INCLUDED IN THE CONTRACT SHALL BE CLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY AND FREE OF INFESTATION. 3.04 FERTILIZING A. TURF - APPLY BEST TURF SUPREME (16-6-8) AT TEN POUNDS PER 1,000 SQUARE FEET TWENTY FIVE (25) AND FIFTY FIVE (55) DAYS AFTER THE MAINTENANCE PERIOD IS INITIATED. B. GROUND COVER AND SHRUBS - APPLY BEST TURF SUPREME (16-6-8) AT TEN POUNDS PER 1,000 SQUARE FEET TWENTY FIVE (25) AND FIFTY FIVE (55) DAYS AFTER THE MAINTENANCE PERIOD IS INITIATED. 3.05 PRE-EMERGENT CONTROL A. TO ALL GROUND COVER AREAS, APPLY A PRE-EMERGENT HERBICIDE AT THE START OF MAINTENANCE PERIOD AND AT THE END OF MAINTENANCE PERIOD. APPLY AT MANUFACTURER'S RECOMMENDED RATE.
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C. PROTECT ROOTS OR BALL OF PLANTS AT ALL TIMES FROM SUN AND DRYING WINDS. D. IF DIRECTED BY THE LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL PRUNE PLANTS IN ACCORDANCE WITH STANDARD HORTICULTURAL PRACTICE. E. INSTALL ROOT BARRIER WHERE REQUIRED. INSTALL PER MANUFACTURER'S REQUIREMENTS. F. NO TREE SHALL BE PLANTED WITHIN 5 FEET OF WATER, SEWER, OR NO TREE SHALL BE PLANTED WITHIN 5 FEET OF WATER, SEWER, OR STORM DRAIN LINES. 3.04 PLANTING - GROUND COVER A. ALL GROUND COVERS SHALL BE WELL ROOTED AND SHALL BE EVENLY SPACED AS INDICATED ON THE DRAWINGS, AND SHALL BE STAGGERED IN ROWS. B. DIG GOOD SIZED POCKETS FOR PLANTING SO THAT THE ROOT SYSTEM LIES FREE WITHOUT DOUBLING AND SO THAT ROOTS ARE PLANTED VERTICALLY, NOT HORIZONTALLY. 3.05 LAWN - SOD A. AFTER SOIL PREP AND FINE GRADING IS COMPLETE, ROLL LAWN AREAS WITH A WATER BALLAST ROLLER TO CREATE EVEN SURFACE. SOIL SHOULD BE MOIST TO A DEPTH OF SIX (6) INCHES. B. TO LAY SOD, SELECT A STARTING POINT PARALLEL TO THE LONGEST STRAIGHT BOUNDARY OF THE AREA. STAGGER THE STRIPS AND AVOID OVERLAPPING EDGES. AVOID CUTTING THE SOD IN SHORT NARROW STRIPS. BUTT EDGES AND ENDS OF SOD SO THAT THEY FIT TIGHTLY, WITH NO OVERLAPPING. AVOID STANDING OR KNEELING ON SOD WHILE IT IS BEING LAID. AFTER SOD IS INSTALLED, ROLL LIGHTLY TO SQUEEZE OUT AIR POCKETS. 3.06 MULCH INSTALL TWO INCH LAYER OF MULCH THROUGHOUT SHRUB AREAS WITHOUT GROUNDCOVER. FINISH GRADE SHRUB AREAS TO A SMOOTH UNIFORM SURFACE TO RECEIVE MULCH. KEEP MULCH AWAY FROM TREE AND SHRUB CROWN. DRESS MULCH AREAS TO PRESENT A CLEAN UNIFORM APPEARANCE WHEN COMPLETE. 3.07 CONCRETE MOW STRIP INSTALL CONCRETE MOW STRIP WITH SMOOTH UNIFORM SURFACE. PLACE ON COMPACTED SUBGRADE. 3.08 ROOT BARRIER INSTALL TREE ROOT BARRIERS IN THE TOTAL LENGTHS AND MANNER AS SHOWN ON THE PLANS AND DETAILS. THE VERTICAL ROOT DEFLECTING RIBS SHALL BE FACING INWARDS TO THE ROOT BALL AND THE DOUBLE TOP EDGE SHALL BE SET 2" INCHES ABOVE THE FINISH GRADE. PANELS SHALL BE CONNECTED WITH THE FLEXIBLE JOINER STRIPS TO THE REQUIRED OVERALL LENGTH AS PER DETAILS. INSTALL PANELS STRAIGHT, UNIFORM IN A VERTICAL POSITION. ROOT BARRIER SHALL BE INSTALLED FOR ALL TREES WITHIN 10' OF PUBLIC IMPROVEMENTS AND HARDSCAPE. 3.09 DECOMPOSED GRANITE A. FINE GRADE AREA TO RECEIVE DECOMPOSED GRANITE MATERIAL TO SMOOTH UNIFORM GRADE. B. BROADCAST GRANULAR PRE-EMERGENT WEED CONTROL. C. INSTALL LANDSCAPE FABRIC AND PIN TO GRADE TO HOLD FLAT AND PREVENT LIFTING UP THROUGH DECOMPOSED GRANITE. E. INSTALL DECOMPOSED GRANITE AS PER PLANS IN UNIFORM NEAT APPEARANCE. INSTALL A 3" THICK LAYER.
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PART 1 GENERAL 1.01 RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION-1 SPECIFICATION SECTION, APPLY TO THIS SECTION. 1.02 DESCRIPTION FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND OPERATIONS REQUIRED TO COMPLETE ALL MASONRY WORK IN ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINGS AND BLOCK WALL DETAILS. PART 2 PRODUCTS 2.01 CONCRETE BLOCKS ALL CONCRETE BLOCKS SHALL BE GRADE "N" LIGHTWEIGHT UNITS CONFORMING TO ASTM C-90. 2.02 REINFORCING STEEL REINFORCING STEEL FOR MASONRY WORK SHALL BE DEFORMED AND SHALL CONFORM TO ASTM A-615, GRADE 40, AND FREE OF LOOSE RUST AND MATERIALS THAT REDUCE BOND. ALL REINFORCING STEEL SHALL BE POSITIONED AS INDICATED ON DRAWINGS. 2.03 MORTAR MORTAR PROPORTIONS SHALL CONFORM TO UBC TABLE 21-A, TYPE "S". 2.04 GROUT GROUT SHALL CONFORM TO PARAGRAPH 2103.4 OF THE UBC AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2,000 PSI. PART 3 EXECUTION 3.01 MASONRY A. MASONRY WORK SHALL CONFORM TO CHAPTER 21 OF THE UNIFORM BUILDING CODE AND CALIFORNIA TITLE 24. B. CUT UNITS WITH MASONRY SAWS. C. PRESERVE UNOBSTRUCTED VERTICAL CONTINUITY OF CELLS. D. FULLY BED WEBS AND CROSS-WALLS. E. FRACTIONAL PARTS OF MASONRY UNITS ARE PROHIBITED WHERE WHOLE UNITS CAN BE USED. F. STOP OFF LONGITUDINAL RUNS OF MASONRY BY RAKING BACK ONE-HALF UNIT LENGTH IN EACH COURSE. TOOTHING IS NOT PERMITTED.
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3.02 REINFORCING STEEL LAP SPLICES OF REINFORCING STEEL IN MASONRY SHALL BE 40 BAR DIAMETERS WITH A MINIMUM OF 18 INCHES, WHICHEVER IS GREATER. VERTICAL STEEL SHALL BE IN ONE PIECE, FULL HEIGHT OF WALL. 3.03 GROUT GROUT SHALL BE PROPERLY CONSOLIDATED BY "PUDDLING" OR MECHANICAL VIBRATORS. ALL REINFORCING STEEL AND EMBEDDED ITEMS SHALL BE PROPERLY SECURED IN POSITION PRIOR TO GROUTING. GROUT ALL CELLS. FOUR FEET IS MAXIMUM GROUT LIFT. 3.04 DOWELS PROVIDE VERTICAL DOWELS WITH STANDARD HOOKS AT BOTTOM FROM ALL REINFORCING, UNLESS OTHERWISE NOTED ON DRAWINGS. 3.05 HORIZONTAL STEEL HORIZONTAL STEEL SHALL BE IN LINTEL OR CHANNEL BLOCKS. 3.06 JOINTS JOINTS SHALL BE 3/8" "RAKED." 3.07 CLEAN-UP A. UPON COMPLETION OF THE WORK IN THIS SECTION, MAKE A THOROUGH INSPECTION OF INSTALLED MASONRY AND VERIFY THAT UNITS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. B. MAKE NECESSARY ADJUSTMENTS. C. CLEAN-UP AND DISPOSE OF ALL WORK-RELATED MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. D. CONTRACTOR SHALL RESTORE ADJACENT AREAS TO ORIGINAL CONDITION AND REMOVE EXCESS DIRT FROM SITE.