A.03 04_FRNC_Final Drawings_Irrigation.pdf
PDF 8 MB Posted
- Solicitation number
- W912PL21R0001
About this file
This solicitation is for a design and construction project at Fort Rosecrans National Cemetery in San Diego County, California. The project scope involves restoring the historic wall and includes a complete set of design drawings and specifications. The period of performance for design is 270 calendar days. The construction magnitude is estimated between $1 million to $5 million. The solicitation is issued as a competitive set-aside for Service-Disabled Veteran-Owned Small Businesses. The project is under the NAICS code for retaining walls and is issued by the Department of the Army Corps of Engineers, Los Angeles District. The project may be delayed, postponed, canceled or revised prior to award.
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P.O.C. NUMBER: 05
FLOW AVAILABLE
Point of Connection Size: 3"
Flow Available: 181.61 gpm
PRESSURE AVAILABLE
Static Pressure at POC: 80.00 psi
Pressure Available: 80.00 psi
DESIGN ANALYSIS
Maximum Station Flow: 24.71 gpm
Flow Available at POC: 181.61 gpm
Residual Flow Available: 156.90 gpm
Critical Station: 2
Design Pressure: 40 psi
Friction Loss: 2.17 psi
Fittings Loss: 0.22 psi
Elevation Loss: 0.00 psi
Loss through Valve: 2.58 psi
Pressure Req. at Critical Station: 44.97 psi
Loss for Fittings: 0.24 psi
Loss for Main Line: 2.40 psi
Loss for POC to Valve Elevation: 0.00 psi
Loss for Backflow: 0.00 psi
Critical Station Pressure at POC: 47.61 psi
Pressure Available: 80.00 psi
Residual Pressure Available: 32.39 psi
CRITICAL ANALYSIS
SYMBOL MANUFACTURER/MODEL QTY ARC PSI GPM RADIUS
HUNTER MP CORNER PROS-12-PRS40-CV-F 2 ADJ 40 13'
HUNTER MP1000 PROS-12-PRS40-CV-F 38 90-210 40 14'
HUNTER MP1000 PROS-12-PRS40-CV-F 250 360 40 0.84 14'
HUNTER MP2000 PROS-12-PRS40-CV-F 28 90-210 40 19'
HUNTER MP3000 PROS-12-PRS40-CV-F 192 90-210 40 30'
HUNTER MP3000 PROS-12-PRS40-CV-F 1 210-270 40 30'
HUNTER PCB ON FLEX RISER 69 360 30 0.25 3'
HUNTER RZWS-18-50CV 44 360 30 0.50 1'
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
AREA TO RECEIVE DRIPLINE
MATCH EXISTING DRIPLINE 35.9 L.F.
IF EXISTING IS UNAVAILABLE, USE RAIN BIRD
XFS-CV-04-12 XFS-CV ON-SURFACE LANDSCAPE DRIPLINE
WITH A HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.4 GPH
EMITTERS AT12"12". INSTALL BELOW ROCK MULCH.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD PESB-PRS-D 21
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATING MODULE, AND SCRUBBER
TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY
WATER IRRIGATION APPLICATIONS.
RAIN BIRD 44-LRC 47
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE
BODY.
NIBCO P-619-RW 6
2" TO 12" CAST IRON GATE VALVE, SAME SIZE AS
MAINLINE PIPE WHERE LOCATED. RESILIENT WEDGE
NON-RISING STEM FLOW CONTROL WITH IPS PUSH-ON
ENDS. USE RESILIENT WEDGE GATE VALVES FOR 3" AND
LARGER. USE BRASS BALL VALVES FOR 2-1/2" AND
SMALLER.
DECODER CABLE FUSE DEVICE 8
REFER TO DETAIL A5/LI502
GROUNDING ROD 12
REFER TO DETAIL A1/LI502. LSP-01 SURGE PROTECTOR
SHALL BE INSTALED IN ADJACENT VALVE BOX (UNLESS
FD-401 DECODER IS USED) AND GROUNDED PER DETAIL.
POINT OF CONNECTION 3" 1
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3" 1
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3" 1
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3" 1
POC 4 &5 ON WEST SIDE - TIE INTO EXISTING 6" MAINLINE
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 12,394 L.F.
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 - 3" SIZE 6,333 L.F.
GASKETED PIPE WITH DUCTILE IRON FITTINGS
AND JOINT RESTRAINTS. USE FOR MAIN LOOP.
IRRIGATION MAINLINE: PVC SCHEDULE 40 SOLVENT WELD 708.0 L.F.
SIZES 2-1/2" AND SMALLER, FOR SPURS SUPPLYING RC &
QV VALVES
PIPE SLEEVE: PVC SCHEDULE 40 142.9 L.F.
SIZE PER PLAN, 4" MIN. VERIFY THAT CASING SPACER ON
3" MAINLINE FITS WITHIN 8" SLEEVE. INSTALL SLEEVE
UNDER NEW PAVEMENT AT MAIN ENTRY GATE, SAWCUT
AND TRENCH UNDER AC DRIVEWAYS AT SOUTH OF
CEMETERY.
PIPE SLEEVE: PVC SCHEDULE 40 97.0 L.F.
SLEEVE FOR WIRE CONDUIT. TWICE THE SIZE OF
CONDUIT.
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IRRIGATION SCHEDULE - CABRILLO MEM DR OPTION
SYMBOL MANUFACTURER/MODEL QTY ARC PSI GPM RADIUS
HUNTER MP1000 PROS-12-PRS40-CV-F 1 90-210 40 14'
HUNTER MP1000 PROS-12-PRS40-CV-F 1 360 40 0.84 14'
HUNTER PCB ON FLEX RISER 400 360 30 0.25 3'
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD PESB-PRS-D 5
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATING MODULE, AND SCRUBBER
TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY
WATER IRRIGATION APPLICATIONS.
RAIN BIRD 44-LRC 4
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE
BODY.
NIBCO P-619-RW 7
2" TO 12" CAST IRON GATE VALVE, SAME SIZE AS
MAINLINE PIPE WHERE LOCATED. RESILIENT WEDGE
NON-RISING STEM FLOW CONTROL WITH IPS PUSH-ON
ENDS. USE RESILIENT WEDGE GATE VALVES FOR 3" AND
LARGER. USE BRASS BALL VALVES FOR 2-1/2" AND
SMALLER.
DECODER CABLE FUSE DEVICE 5
REFER TO DETAIL A5/LI502
POINT OF CONNECTION 1-1/2" 1
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 1-1/2" 1
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 1-1/2" 1
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 3" 1
POC 4 &5 ON WEST SIDE - TIE INTO EXISTING 6" MAINLINE
POINT OF CONNECTION 3" 1
POC 9 - WEST SIDE N OF MAIN GATE - ONLY TO BE USED
IF BID OPTION NOT BUILT
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 1,210 L.F.
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 - 3" SIZE 539.3 L.F.
GASKETED PIPE WITH DUCTILE IRON FITTINGS
AND JOINT RESTRAINTS. USE FOR MAIN LOOP.
IRRIGATION MAINLINE: PVC SCHEDULE 40 SOLVENT WELD 129.0 L.F.
SIZES 2-1/2" AND SMALLER, FOR SPURS SUPPLYING RC &
QV VALVES
PIPE SLEEVE: PVC SCHEDULE 40 48.6 L.F.
SIZE PER PLAN, 4" MIN. VERIFY THAT CASING SPACER ON
3" MAINLINE FITS WITHIN 8" SLEEVE. INSTALL SLEEVE
UNDER NEW PAVEMENT AT MAIN ENTRY GATE, SAWCUT
AND TRENCH UNDER AC DRIVEWAYS AT SOUTH OF
CEMETERY.
PIPE SLEEVE: PVC SCHEDULE 40 35.0 L.F.
SLEEVE FOR WIRE CONDUIT. TWICE THE SIZE OF
CONDUIT.
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IRRIGATION SCHEDULE BASE BID
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 - 3" SIZE 40.4 L.F.
PIPE SLEEVE: PVC SCHEDULE 40 34.4 L.F.
WIRE CONDUIT SLEEVE: PVC SCHEDULE 40 35.0 L.F.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY
RAIN BIRD 44-LRC 1
NIBCO P-619-RW 4
DECODER CABLE FUSE DEVICE 1
POINT OF CONNECTION 3" 1
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 - 3" SIZE 190.1 L.F.
IRRIGATION MAINLINE: PVC SCHEDULE 40 SOLVENT WELD 22.7 L.F.
PIPE SLEEVE: PVC SCHEDULE 40 5.1 L.F.
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IRRIGATION SCHEDULE - MAIN ENTRY PED OPTION SUBTRACT
IRRIGATION SCHEDULE - MAIN ENTRY PED OPTION ADD
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IRRIGATION NOTES
1. THE IRRIGATION SYSTEM IS DESIGNED TO OPERATE AT WATER
PRESSURE OF APPROXIMATELY 80 PSI AT THE POINTS OF CONNECTION
AND A MAXIMUM FLOW DEMAND OF 50 GPM. THE CONTRACTOR SHALL
VERIFY PRESSURE AND FLOW PRIOR TO INSTALLATION OF IRRIGATION
EQUIPMENT. IF THERE IS A DISCREPANCY, THE IRRIGATION
CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT
IMMEDIATELY IN WRITING SO ADJUSTMENTS CAN BE MADE.
2. THIS IS DESIGN IS AN ADDITION TO THE EXISTING 2-WIRE SYSTEM ON
SITE. CONTRACTOR IS RESPONSIBLE FOR MAKING CHANGES TO THE
IRRIGATION CONTROLLER PROGRAMMING TO OPERATE THE
IRRIGATION SYSTEM AT A HEALTHY GROWING CONDITION AND TO
MINIMIZE RUN-OFF OR EXCESSIVE WATERING. REPROGRAM EXISTING
CONTROLLER TO ADD NEW VALVES PER MANUFACTURER'S
INSTRUCTIONS.
3. ALL IRRRIGATION SPRINKLER HEADS AND VALVE BOXES ALONG
CABRILLO MEMORIAL DR. ARE TO BE LOCATED 10' BEHIND EDGE OF
PAVEMENT UNLESS CLEARLY SHOWN OTHERWISE.
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POC 9
AutoCAD SHX Text 2600 Michelson Drive, Suite 500 Irvine, CA 92612 (949) 224-7500 FAX (949) 224-7501
AutoCAD SHX Text 08/31/21
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SYMBOL MANUFACTURER/MODEL
HUNTER MP CORNER PROS-12-PRS40-CV-F
HUNTER MP1000 PROS-12-PRS40-CV-F
HUNTER MP1000 PROS-12-PRS40-CV-F
HUNTER MP2000 PROS-12-PRS40-CV-F
HUNTER MP3000 PROS-12-PRS40-CV-F
HUNTER MP3000 PROS-12-PRS40-CV-F
HUNTER PCB ON FLEX RISER
HUNTER RZWS-18-50CV
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
AREA TO RECEIVE DRIPLINE
MATCH EXISTING DRIPLINE
IF EXISTING IS UNAVAILABLE, USE RAIN BIRD
XFS-CV-04-12 XFS-CV ON-SURFACE LANDSCAPE DRIPLINE
WITH A HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.4 GPH
EMITTERS AT12"12". INSTALL BELOW ROCK MULCH.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD PESB-PRS-D
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATING MODULE, AND SCRUBBER
TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY
WATER IRRIGATION APPLICATIONS.
RAIN BIRD 44-LRC
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE
BODY.
NIBCO P-619-RW
2" TO 12" CAST IRON GATE VALVE, SAME SIZE AS
MAINLINE PIPE WHERE LOCATED. RESILIENT WEDGE
NON-RISING STEM FLOW CONTROL WITH IPS PUSH-ON
ENDS. USE RESILIENT WEDGE GATE VALVES FOR 3" AND
LARGER. USE BRASS BALL VALVES FOR 2-1/2" AND
SMALLER.
DECODER CABLE FUSE DEVICE
REFER TO DETAIL A5/LI502
GROUNDING ROD
REFER TO DETAIL A1/LI502. LSP-01 SURGE PROTECTOR
SHALL BE INSTALED IN ADJACENT VALVE BOX (UNLESS
FD-401 DECODER IS USED) AND GROUNDED PER DETAIL.
POINT OF CONNECTION 1-1/2"
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 1-1/2"
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 1-1/2"
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 3"
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3"
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3"
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3"
POC 4 &5 ON WEST SIDE - TIE INTO EXISTING 6" MAINLINE
POINT OF CONNECTION 3"
POC 4 &5 ON WEST SIDE - TIE INTO EXISTING 6" MAINLINE
POINT OF CONNECTION 3"
POC 9 - WEST SIDE N OF MAIN GATE - ONLY TO BE USED
IF BID OPTION NOT BUILT
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 - 3" SIZE
GASKETED PIPE WITH DUCTILE IRON FITTINGS
AND JOINT RESTRAINTS. USE FOR MAIN LOOP.
IRRIGATION MAINLINE: PVC SCHEDULE 40 SOLVENT WELD
SIZES 2-1/2" AND SMALLER, FOR SPURS SUPPLYING RC &
QV VALVES
PIPE SLEEVE: PVC SCHEDULE 40
SIZE PER PLAN, 4" MIN. VERIFY THAT CASING SPACER ON
3" MAINLINE FITS WITHIN 8" SLEEVE. INSTALL SLEEVE
UNDER NEW PAVEMENT AT MAIN ENTRY GATE, SAWCUT
AND TRENCH UNDER AC DRIVEWAYS AT SOUTH OF
CEMETERY.
PIPE SLEEVE: PVC SCHEDULE 40
SLEEVE FOR WIRE CONDUIT. TWICE THE SIZE OF
CONDUIT.
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IRRIGATION SCHEDULE - GENERAL
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KEY NOTES
1-3. POINT OF CONNECTION #1-3 - CONNECT TO EXISTING 3"
MAINLINE, CONNECT TO EX. WIRING & INSTALL NEW
SPLICE BOX.
4. POINT OF CONNECTION #4 - CONNECT TO EXISTING 6"
MAINLINE UNDER DRIVEWAY.
5. POINT OF CONNECTION #5 - CONNECT TO EXISTING 6"
MAINLINE DOWNSTREAM OF EXISTING HYDROMETER,
CONNECT TO WIRING AT EX. SPLICE BOX.
6-8. POINT OF CONNECTION #6-8 - CONNECT TO EXISTING 3"
MAINLINE, CONNECT TO EX. WIRING & INSTALL NEW
SPLICE BOX. INSTALL DECODER CABLE FUSE DEVICE AT
SPLICE INTO THE EXISTING 2-WIRE CABLE.
9. INSTALL SLEEVES UNDER NEW PAVEMENT UNDER MAIN
ENTRY. MAIN ENTRY PEDESTRIAN OPTION ONLY.
10. SAWCUT AND REMOVE AC DRIVEWAY, INSTALL SLEEVE/S
IN TRENCH, REPAIR AND REPLACE DRIVEWAY AC IN KIND.
11. (NOT USED)
12. EXISTING MAINLINE.
13. EXTEND EXISTING DRIPLINE TO NEW PLANTINGS ALONG
HITCHING POST.
14. EXISTING TWO WIRE PATH.
15. ADJUST EXISTING ROTOR HEADS TO AVOID OVERSPRAY
ONTO HISTORIC WALL.
16. MOVE AND/OR ADJUST EXISTING ROTOR HEADS AT NEW
WALL OR CONCRETE SWALE.
17. REMOVE EXISTING SPRINKLER HEADS AND LATERALS AT
WEST ENTRY.
18. EXISTING IRRIGATION AT BURIAL AREAS. PROTECT IN
PLACE. MAKE MINOR ADJUSTMENTS AS NECESSARY.
19. INSTALL NEW PIPE/S IN TRENCH UNDER GRAVEL PARKING
AREA, REPAIR AND REPLACE GRAVEL SURFACE.
20. POINT OF CONNECTION #9 - CONNECT TO EXISTING 4"
MAINLINE, CONNECT TO EX. WIRING & INSTALL NEW
SPLICE BOX. DO NOT INSTALL IF MAIN ENTRANCE
PEDESTRIAN OPTION IS BUILT.
21. REMOVE EXISTING 3/4" MAINLINE AND REPLACE WITH 3"
MAINLINE, (3) GATE VALVES (AT MAINLINE TEE NEAR
CABRILLO MEM DR) AND DECODER CABLE FUSE DEVICE.
DO NOT INSTALL ANY OF THESE IF MAIN ENTRANCE
PEDESTRIAN OPTION IS BUILT.
22. INSTALL NEW 1" MAINLINE TO SUPPLY EXISTING HYDRANT.
DO NOT INSTALL IF MAIN ENTRANCE PEDESTRIAN OPTION
IS BUILT.
GENERAL SHEET NOTES
1. EXISTING CONDITIONS ARE BASED ON TOPOGRAPHIC FIELD
SURVEY BY JACOBS SURVEYING DATED SEPTEMBER 2019
AND FEBRUARY 2020.
2. PERFORM ALL SITE PREPARATIONS IN ACCORDANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT
BY SFB DATED SEPTEMBER 2019.
3. FIELD VERIFY ALL EXISTING UTILITIES (TYPE, LOCATION,
DEPTH, SIZE, ETC) PRIOR TO ANY SITE DISTURBANCE OR
EARTH MOVING OPERATIONS.
4. SEE LI001 FOR COMPLETE IRRIGATION SCHEDULE (FOR BASE
BID AND BID OPTION) AND IRRIGATION NOTES.
ALL IRRIGATION ON THIS SHEET IS PART OF
CABRILLO MEMORIAL DRIVE LANDSCAPE BID
OPTION
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AutoCAD SHX Text 1"
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AutoCAD SHX Text 34"
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AutoCAD SHX Text 2"
AutoCAD SHX Text 3"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text
CABRILLO MEMORIAL DR
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
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AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text O
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AutoCAD SHX Text 34"
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AutoCAD SHX Text 3"
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text O
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AutoCAD SHX Text Y
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POC 6
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AutoCAD SHX Text Valve Number
AutoCAD SHX Text Valve Size
AutoCAD SHX Text Valve Flow
AutoCAD SHX Text Valve Callout
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( SCALE IN FEET )
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text 2600 Michelson Drive, Suite 500 Irvine, CA 92612 (949) 224-7500 FAX (949) 224-7501
AutoCAD SHX Text 08/31/21
AutoCAD SHX Text Signature
AutoCAD SHX Text Renewal Date
AutoCAD SHX Text Date
AutoCAD SHX Text No. 4715
AutoCAD SHX Text 07/07/20
AutoCAD SHX Text
TYP
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AutoCAD SHX Text
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TYP
350.5
47.00
1"
541.4
F
F
SYMBOL MANUFACTURER/MODEL
HUNTER MP CORNER PROS-12-PRS40-CV-F
HUNTER MP1000 PROS-12-PRS40-CV-F
HUNTER MP1000 PROS-12-PRS40-CV-F
HUNTER MP2000 PROS-12-PRS40-CV-F
HUNTER MP3000 PROS-12-PRS40-CV-F
HUNTER MP3000 PROS-12-PRS40-CV-F
HUNTER PCB ON FLEX RISER
HUNTER RZWS-18-50CV
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
AREA TO RECEIVE DRIPLINE
MATCH EXISTING DRIPLINE
IF EXISTING IS UNAVAILABLE, USE RAIN BIRD
XFS-CV-04-12 XFS-CV ON-SURFACE LANDSCAPE DRIPLINE
WITH A HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.4 GPH
EMITTERS AT12"12". INSTALL BELOW ROCK MULCH.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD PESB-PRS-D
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATING MODULE, AND SCRUBBER
TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY
WATER IRRIGATION APPLICATIONS.
RAIN BIRD 44-LRC
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE
BODY.
NIBCO P-619-RW
2" TO 12" CAST IRON GATE VALVE, SAME SIZE AS
MAINLINE PIPE WHERE LOCATED. RESILIENT WEDGE
NON-RISING STEM FLOW CONTROL WITH IPS PUSH-ON
ENDS. USE RESILIENT WEDGE GATE VALVES FOR 3" AND
LARGER. USE BRASS BALL VALVES FOR 2-1/2" AND
SMALLER.
DECODER CABLE FUSE DEVICE
REFER TO DETAIL A5/LI502
GROUNDING ROD
REFER TO DETAIL A1/LI502. LSP-01 SURGE PROTECTOR
SHALL BE INSTALED IN ADJACENT VALVE BOX (UNLESS
FD-401 DECODER IS USED) AND GROUNDED PER DETAIL.
POINT OF CONNECTION 1-1/2"
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 1-1/2"
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 1-1/2"
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 3"
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3"
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3"
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3"
POC 4 &5 ON WEST SIDE - TIE INTO EXISTING 6" MAINLINE
POINT OF CONNECTION 3"
POC 4 &5 ON WEST SIDE - TIE INTO EXISTING 6" MAINLINE
POINT OF CONNECTION 3"
POC 9 - WEST SIDE N OF MAIN GATE - ONLY TO BE USED
IF BID OPTION NOT BUILT
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 - 3" SIZE
GASKETED PIPE WITH DUCTILE IRON FITTINGS
AND JOINT RESTRAINTS. USE FOR MAIN LOOP.
IRRIGATION MAINLINE: PVC SCHEDULE 40 SOLVENT WELD
SIZES 2-1/2" AND SMALLER, FOR SPURS SUPPLYING RC &
QV VALVES
PIPE SLEEVE: PVC SCHEDULE 40
SIZE PER PLAN, 4" MIN. VERIFY THAT CASING SPACER ON
3" MAINLINE FITS WITHIN 8" SLEEVE. INSTALL SLEEVE
UNDER NEW PAVEMENT AT MAIN ENTRY GATE, SAWCUT
AND TRENCH UNDER AC DRIVEWAYS AT SOUTH OF
CEMETERY.
PIPE SLEEVE: PVC SCHEDULE 40
SLEEVE FOR WIRE CONDUIT. TWICE THE SIZE OF
CONDUIT.
F
GR
IRRIGATION SCHEDULE - GENERAL
LI102
MATCHLINE - SEE LI103
MATCHLINE - SEE LI101
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5007430.494DFL B
5007530.298DFL E
IR IR IR
GT
GT
GT
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EV
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TV
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5092429.661DFL
5092530.455DFL
5092630.698DFL
5092730.731DFL
7019031.984GD B \WOOD
7019132.038GD E \WOOD
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7118328.885WTVA
BLBL
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7032329.750WTVA
7032429.702WTVA
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7032629.672WTVA
7040729.076WTVA
7040829.061WTVA
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L I
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KEYMAP
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KEY NOTES
1-3. POINT OF CONNECTION #1-3 - CONNECT TO EXISTING 3"
MAINLINE, CONNECT TO EX. WIRING & INSTALL NEW
SPLICE BOX.
4. POINT OF CONNECTION #4 - CONNECT TO EXISTING 6"
MAINLINE UNDER DRIVEWAY.
5. POINT OF CONNECTION #5 - CONNECT TO EXISTING 6"
MAINLINE DOWNSTREAM OF EXISTING HYDROMETER,
CONNECT TO WIRING AT EX. SPLICE BOX.
6-8. POINT OF CONNECTION #6-8 - CONNECT TO EXISTING 3"
MAINLINE, CONNECT TO EX. WIRING & INSTALL NEW
SPLICE BOX. INSTALL DECODER CABLE FUSE DEVICE AT
SPLICE INTO THE EXISTING 2-WIRE CABLE.
9. INSTALL SLEEVES UNDER NEW PAVEMENT UNDER MAIN
ENTRY. MAIN ENTRY PEDESTRIAN OPTION ONLY.
10. SAWCUT AND REMOVE AC DRIVEWAY, INSTALL SLEEVE/S
IN TRENCH, REPAIR AND REPLACE DRIVEWAY AC IN KIND.
11. (NOT USED)
12. EXISTING MAINLINE.
13. EXTEND EXISTING DRIPLINE TO NEW PLANTINGS ALONG
HITCHING POST.
14. EXISTING TWO WIRE PATH.
15. ADJUST EXISTING ROTOR HEADS TO AVOID OVERSPRAY
ONTO HISTORIC WALL.
16. MOVE AND/OR ADJUST EXISTING ROTOR HEADS AT NEW
WALL OR CONCRETE SWALE.
17. REMOVE EXISTING SPRINKLER HEADS AND LATERALS AT
WEST ENTRY.
18. EXISTING IRRIGATION AT BURIAL AREAS. PROTECT IN
PLACE. MAKE MINOR ADJUSTMENTS AS NECESSARY.
19. INSTALL NEW PIPE/S IN TRENCH UNDER GRAVEL PARKING
AREA, REPAIR AND REPLACE GRAVEL SURFACE.
20. POINT OF CONNECTION #9 - CONNECT TO EXISTING 4"
MAINLINE, CONNECT TO EX. WIRING & INSTALL NEW
SPLICE BOX. DO NOT INSTALL IF MAIN ENTRANCE
PEDESTRIAN OPTION IS BUILT.
21. REMOVE EXISTING 3/4" MAINLINE AND REPLACE WITH 3"
MAINLINE, (3) GATE VALVES (AT MAINLINE TEE NEAR
CABRILLO MEM DR) AND DECODER CABLE FUSE DEVICE.
DO NOT INSTALL ANY OF THESE IF MAIN ENTRANCE
PEDESTRIAN OPTION IS BUILT.
22. INSTALL NEW 1" MAINLINE TO SUPPLY EXISTING HYDRANT.
DO NOT INSTALL IF MAIN ENTRANCE PEDESTRIAN OPTION
IS BUILT.
GENERAL SHEET NOTES
1. EXISTING CONDITIONS ARE BASED ON TOPOGRAPHIC FIELD
SURVEY BY JACOBS SURVEYING DATED SEPTEMBER 2019
AND FEBRUARY 2020.
2. PERFORM ALL SITE PREPARATIONS IN ACCORDANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT
BY SFB DATED SEPTEMBER 2019.
3. FIELD VERIFY ALL EXISTING UTILITIES (TYPE, LOCATION,
DEPTH, SIZE, ETC) PRIOR TO ANY SITE DISTURBANCE OR
EARTH MOVING OPERATIONS.
4. SEE LI001 FOR COMPLETE IRRIGATION SCHEDULE (FOR BASE
BID AND BID OPTION) AND IRRIGATION NOTES.
NORTH
ALL IRRIGATION ON THIS SHEET IS PART OF
CABRILLO MEMORIAL DRIVE LANDSCAPE BID
OPTION
B
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text V
AutoCAD SHX Text A
AutoCAD SHX Text V
AutoCAD SHX Text
CABRILLO MEMORIAL DR
AutoCAD SHX Text
POC 3
AutoCAD SHX Text
POC 4
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
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AutoCAD SHX Text O
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AutoCAD SHX Text O
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AutoCAD SHX Text B
AutoCAD SHX Text B
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AutoCAD SHX Text B
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AutoCAD SHX Text B
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AutoCAD SHX Text B
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AutoCAD SHX Text K
AutoCAD SHX Text B
AutoCAD SHX Text O
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AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text
8" SLEEVE
AutoCAD SHX Text
8" SLEEVE
AutoCAD SHX Text
4" SLEEVE
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
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AutoCAD SHX Text 3"
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AutoCAD SHX Text 1"
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AutoCAD SHX Text 1"
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AutoCAD SHX Text 3"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 3"
AutoCAD SHX Text 34"
AutoCAD SHX Text 2"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1 "12"
AutoCAD SHX Text 2"
AutoCAD SHX Text 1 "12"
AutoCAD SHX Text 34"
AutoCAD SHX Text 3"
AutoCAD SHX Text
WIRE CONDUIT SLEEVE
AutoCAD SHX Text
WIRE CONDUIT SLEEVE
AutoCAD SHX Text K
AutoCAD SHX Text K
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text B
AutoCAD SHX Text B
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AutoCAD SHX Text B
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AutoCAD SHX Text K
AutoCAD SHX Text O
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1 "14"
AutoCAD SHX Text 3"
AutoCAD SHX Text 34"
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text K
AutoCAD SHX Text B
AutoCAD SHX Text Y
AutoCAD SHX Text
POC 6
AutoCAD SHX Text
POC 7
AutoCAD SHX Text
POC 8
AutoCAD SHX Text
POC 1
AutoCAD SHX Text
POC 2
AutoCAD SHX Text
POC 3
AutoCAD SHX Text
POC 4
AutoCAD SHX Text
POC 5
AutoCAD SHX Text
POC 9
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Valve Number
AutoCAD SHX Text Valve Size
AutoCAD SHX Text Valve Flow
AutoCAD SHX Text Valve Callout
AutoCAD SHX Text
AutoCAD SHX Text 2600 Michelson Drive, Suite 500 Irvine, CA 92612 (949) 224-7500 FAX (949) 224-7501
AutoCAD SHX Text 08/31/21
AutoCAD SHX Text Signature
AutoCAD SHX Text Renewal Date
AutoCAD SHX Text Date
AutoCAD SHX Text No. 4715
AutoCAD SHX Text 07/07/20
AutoCAD SHX Text
TYP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TYP
AutoCAD SHX Text
AutoCAD SHX Text
TYP
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( SCALE IN FEET )
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
33.06
GR
F
70609
365.38
TR \1.5 DIA
SYMBOL MANUFACTURER/MODEL
HUNTER MP CORNER PROS-12-PRS40-CV-F
HUNTER MP1000 PROS-12-PRS40-CV-F
HUNTER MP1000 PROS-12-PRS40-CV-F
HUNTER MP2000 PROS-12-PRS40-CV-F
HUNTER MP3000 PROS-12-PRS40-CV-F
HUNTER MP3000 PROS-12-PRS40-CV-F
HUNTER PCB ON FLEX RISER
HUNTER RZWS-18-50CV
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
AREA TO RECEIVE DRIPLINE
MATCH EXISTING DRIPLINE
IF EXISTING IS UNAVAILABLE, USE RAIN BIRD
XFS-CV-04-12 XFS-CV ON-SURFACE LANDSCAPE DRIPLINE
WITH A HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.4 GPH
EMITTERS AT12"12". INSTALL BELOW ROCK MULCH.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD PESB-PRS-D
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATING MODULE, AND SCRUBBER
TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY
WATER IRRIGATION APPLICATIONS.
RAIN BIRD 44-LRC
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE
BODY.
NIBCO P-619-RW
2" TO 12" CAST IRON GATE VALVE, SAME SIZE AS
MAINLINE PIPE WHERE LOCATED. RESILIENT WEDGE
NON-RISING STEM FLOW CONTROL WITH IPS PUSH-ON
ENDS. USE RESILIENT WEDGE GATE VALVES FOR 3" AND
LARGER. USE BRASS BALL VALVES FOR 2-1/2" AND
SMALLER.
DECODER CABLE FUSE DEVICE
REFER TO DETAIL A5/LI502
GROUNDING ROD
REFER TO DETAIL A1/LI502. LSP-01 SURGE PROTECTOR
SHALL BE INSTALED IN ADJACENT VALVE BOX (UNLESS
FD-401 DECODER IS USED) AND GROUNDED PER DETAIL.
POINT OF CONNECTION 1-1/2"
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 1-1/2"
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 1-1/2"
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 3"
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3"
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3"
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3"
POC 4 &5 ON WEST SIDE - TIE INTO EXISTING 6" MAINLINE
POINT OF CONNECTION 3"
POC 4 &5 ON WEST SIDE - TIE INTO EXISTING 6" MAINLINE
POINT OF CONNECTION 3"
POC 9 - WEST SIDE N OF MAIN GATE - ONLY TO BE USED
IF BID OPTION NOT BUILT
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 - 3" SIZE
GASKETED PIPE WITH DUCTILE IRON FITTINGS
AND JOINT RESTRAINTS. USE FOR MAIN LOOP.
IRRIGATION MAINLINE: PVC SCHEDULE 40 SOLVENT WELD
SIZES 2-1/2" AND SMALLER, FOR SPURS SUPPLYING RC &
QV VALVES
PIPE SLEEVE: PVC SCHEDULE 40
SIZE PER PLAN, 4" MIN. VERIFY THAT CASING SPACER ON
3" MAINLINE FITS WITHIN 8" SLEEVE. INSTALL SLEEVE
UNDER NEW PAVEMENT AT MAIN ENTRY GATE, SAWCUT
AND TRENCH UNDER AC DRIVEWAYS AT SOUTH OF
CEMETERY.
PIPE SLEEVE: PVC SCHEDULE 40
SLEEVE FOR WIRE CONDUIT. TWICE THE SIZE OF
CONDUIT.
F
GR
IRRIGATION SCHEDULE - GENERAL
LI103
MATCHLINE SEE LI102
MATCHLINE - SEE LI104
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5007430.494DFL B
5007530.298DFL E
IR IR IR
GT
GT
GT
GT
EV
EV
TV
GT
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E
5092429.661DFL
5092530.455DFL
5092630.698DFL
5092730.731DFL
7019031.984GD B \WOOD
7019132.038GD E \WOOD
E
E
E
E
E
EM
EM
E
E
7118328.885WTVA
BLBL
BL
MB
7032329.750WTVA
7032429.702WTVA
7032529.675WTVA
7032629.672WTVA
7040729.076WTVA
7040829.061WTVA
IR
BL
BL
BL
L I
L I
KEYMAP
L I
L I
L I
L I
L I L I
L I L I
L I
W P
L R
KEY NOTES
1-3. POINT OF CONNECTION #1-3 - CONNECT TO EXISTING 3"
MAINLINE, CONNECT TO EX. WIRING & INSTALL NEW
SPLICE BOX.
4. POINT OF CONNECTION #4 - CONNECT TO EXISTING 6"
MAINLINE UNDER DRIVEWAY.
5. POINT OF CONNECTION #5 - CONNECT TO EXISTING 6"
MAINLINE DOWNSTREAM OF EXISTING HYDROMETER,
CONNECT TO WIRING AT EX. SPLICE BOX.
6-8. POINT OF CONNECTION #6-8 - CONNECT TO EXISTING 3"
MAINLINE, CONNECT TO EX. WIRING & INSTALL NEW
SPLICE BOX. INSTALL DECODER CABLE FUSE DEVICE AT
SPLICE INTO THE EXISTING 2-WIRE CABLE.
9. INSTALL SLEEVES UNDER NEW PAVEMENT UNDER MAIN
ENTRY. MAIN ENTRY PEDESTRIAN OPTION ONLY.
10. SAWCUT AND REMOVE AC DRIVEWAY, INSTALL SLEEVE/S
IN TRENCH, REPAIR AND REPLACE DRIVEWAY AC IN KIND.
11. (NOT USED)
12. EXISTING MAINLINE.
13. EXTEND EXISTING DRIPLINE TO NEW PLANTINGS ALONG
HITCHING POST.
14. EXISTING TWO WIRE PATH.
15. ADJUST EXISTING ROTOR HEADS TO AVOID OVERSPRAY
ONTO HISTORIC WALL.
16. MOVE AND/OR ADJUST EXISTING ROTOR HEADS AT NEW
WALL OR CONCRETE SWALE.
17. REMOVE EXISTING SPRINKLER HEADS AND LATERALS AT
WEST ENTRY.
18. EXISTING IRRIGATION AT BURIAL AREAS. PROTECT IN
PLACE. MAKE MINOR ADJUSTMENTS AS NECESSARY.
19. INSTALL NEW PIPE/S IN TRENCH UNDER GRAVEL PARKING
AREA, REPAIR AND REPLACE GRAVEL SURFACE.
20. POINT OF CONNECTION #9 - CONNECT TO EXISTING 4"
MAINLINE, CONNECT TO EX. WIRING & INSTALL NEW
SPLICE BOX. DO NOT INSTALL IF MAIN ENTRANCE
PEDESTRIAN OPTION IS BUILT.
21. REMOVE EXISTING 3/4" MAINLINE AND REPLACE WITH 3"
MAINLINE, (3) GATE VALVES (AT MAINLINE TEE NEAR
CABRILLO MEM DR) AND DECODER CABLE FUSE DEVICE.
DO NOT INSTALL ANY OF THESE IF MAIN ENTRANCE
PEDESTRIAN OPTION IS BUILT.
22. INSTALL NEW 1" MAINLINE TO SUPPLY EXISTING HYDRANT.
DO NOT INSTALL IF MAIN ENTRANCE PEDESTRIAN OPTION
IS BUILT.
GENERAL SHEET NOTES
1. EXISTING CONDITIONS ARE BASED ON TOPOGRAPHIC FIELD
SURVEY BY JACOBS SURVEYING DATED SEPTEMBER 2019
AND FEBRUARY 2020.
2. PERFORM ALL SITE PREPARATIONS IN ACCORDANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT
BY SFB DATED SEPTEMBER 2019.
3. FIELD VERIFY ALL EXISTING UTILITIES (TYPE, LOCATION,
DEPTH, SIZE, ETC) PRIOR TO ANY SITE DISTURBANCE OR
EARTH MOVING OPERATIONS.
4. SEE LI001 FOR COMPLETE IRRIGATION SCHEDULE (FOR BASE
BID AND BID OPTION) AND IRRIGATION NOTES.
NORTH
ALL IRRIGATION ON THIS SHEET IS PART OF
CABRILLO MEMORIAL DRIVE LANDSCAPE BID
OPTION
B
T
I O
N
L
I
D
W G
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text V
AutoCAD SHX Text
CABRILLO MEMORIAL DR
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text K
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1"
AutoCAD SHX Text 2"
AutoCAD SHX Text 3"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1 "12"
AutoCAD SHX Text 1 "14"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1 "12"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 3"
AutoCAD SHX Text T
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1 "14"
AutoCAD SHX Text 1"
AutoCAD SHX Text 3"
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text K
AutoCAD SHX Text B
AutoCAD SHX Text Y
AutoCAD SHX Text
POC 6
AutoCAD SHX Text
POC 7
AutoCAD SHX Text
POC 8
AutoCAD SHX Text
POC 1
AutoCAD SHX Text
POC 2
AutoCAD SHX Text
POC 3
AutoCAD SHX Text
POC 4
AutoCAD SHX Text
POC 5
AutoCAD SHX Text
POC 9
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Valve Number
AutoCAD SHX Text Valve Size
AutoCAD SHX Text Valve Flow
AutoCAD SHX Text Valve Callout
AutoCAD SHX Text
AutoCAD SHX Text 2600 Michelson Drive, Suite 500 Irvine, CA 92612 (949) 224-7500 FAX (949) 224-7501
AutoCAD SHX Text 08/31/21
AutoCAD SHX Text Signature
AutoCAD SHX Text Renewal Date
AutoCAD SHX Text Date
AutoCAD SHX Text No. 4715
AutoCAD SHX Text 07/07/20
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TYP
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( SCALE IN FEET )
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
12.57
1"
829.4
33.39
GR
F
F
71062
355.71
TR \2 DIA
71077
353.42
TR \4 DIA
71153
353.49
TR \2.5 DIA
71244
359.26
TR \1.5 DIA
71245
360.04
TR \2 DIA
SYMBOL MANUFACTURER/MODEL
HUNTER MP CORNER PROS-12-PRS40-CV-F
HUNTER MP1000 PROS-12-PRS40-CV-F
HUNTER MP1000 PROS-12-PRS40-CV-F
HUNTER MP2000 PROS-12-PRS40-CV-F
HUNTER MP3000 PROS-12-PRS40-CV-F
HUNTER MP3000 PROS-12-PRS40-CV-F
HUNTER PCB ON FLEX RISER
HUNTER RZWS-18-50CV
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
AREA TO RECEIVE DRIPLINE
MATCH EXISTING DRIPLINE
IF EXISTING IS UNAVAILABLE, USE RAIN BIRD
XFS-CV-04-12 XFS-CV ON-SURFACE LANDSCAPE DRIPLINE
WITH A HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.4 GPH
EMITTERS AT12"12". INSTALL BELOW ROCK MULCH.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD PESB-PRS-D
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATING MODULE, AND SCRUBBER
TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY
WATER IRRIGATION APPLICATIONS.
RAIN BIRD 44-LRC
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE
BODY.
NIBCO P-619-RW
2" TO 12" CAST IRON GATE VALVE, SAME SIZE AS
MAINLINE PIPE WHERE LOCATED. RESILIENT WEDGE
NON-RISING STEM FLOW CONTROL WITH IPS PUSH-ON
ENDS. USE RESILIENT WEDGE GATE VALVES FOR 3" AND
LARGER. USE BRASS BALL VALVES FOR 2-1/2" AND
SMALLER.
DECODER CABLE FUSE DEVICE
REFER TO DETAIL A5/LI502
GROUNDING ROD
REFER TO DETAIL A1/LI502. LSP-01 SURGE PROTECTOR
SHALL BE INSTALED IN ADJACENT VALVE BOX (UNLESS
FD-401 DECODER IS USED) AND GROUNDED PER DETAIL.
POINT OF CONNECTION 1-1/2"
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 1-1/2"
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 1-1/2"
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 3"
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3"
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3"
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3"
POC 4 &5 ON WEST SIDE - TIE INTO EXISTING 6" MAINLINE
POINT OF CONNECTION 3"
POC 4 &5 ON WEST SIDE - TIE INTO EXISTING 6" MAINLINE
POINT OF CONNECTION 3"
POC 9 - WEST SIDE N OF MAIN GATE - ONLY TO BE USED
IF BID OPTION NOT BUILT
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 - 3" SIZE
GASKETED PIPE WITH DUCTILE IRON FITTINGS
AND JOINT RESTRAINTS. USE FOR MAIN LOOP.
IRRIGATION MAINLINE: PVC SCHEDULE 40 SOLVENT WELD
SIZES 2-1/2" AND SMALLER, FOR SPURS SUPPLYING RC &
QV VALVES
PIPE SLEEVE: PVC SCHEDULE 40
SIZE PER PLAN, 4" MIN. VERIFY THAT CASING SPACER ON
3" MAINLINE FITS WITHIN 8" SLEEVE. INSTALL SLEEVE
UNDER NEW PAVEMENT AT MAIN ENTRY GATE, SAWCUT
AND TRENCH UNDER AC DRIVEWAYS AT SOUTH OF
CEMETERY.
PIPE SLEEVE: PVC SCHEDULE 40
SLEEVE FOR WIRE CONDUIT. TWICE THE SIZE OF
CONDUIT.
F
GR
IRRIGATION SCHEDULE - GENERAL
LI104
MATCHLINE SEE LI105
MATCHLINE - SEE LI103
I R
R I G
A T
I O
N
P
L A
N
A
K
R I N
G E
L
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T
A K
E N
A K
A
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S
C H
L A
U G
B A
U M
B M
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S O
L I C
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A T
I O
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N
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S I G
N E
D
B
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D E
S C
R I P
T I O
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A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
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A W
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S U
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A T
E
B
C
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
U S
A
R M
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C
O R
E
N G
I N
E E
R S
L O
S
A
N G
E L E
S
D
I S
T R
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T
L O
S
A
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E L E
S
C
A L I F
O R
N I A
F I
M
E
C A
D
F
I L E
A N
S I
D
S A
N
D
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N T
Y
C
A L I F
O R
N I A
F O
S
E C
R A
T
I O
N A
L
C
E M
E T
E R
Y
H I S
T O
R
L L
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A B
I L I T
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P R
O V
E M
E N
T S
U S
D e p a r t m e n t o f
V e t e r a n s
A f f a i r s
5007430.494DFL B
5007530.298DFL E
IR IR IR
GT
GT
GT
GT
EV
EV
TV
GT
GT
E
5092429.661DFL
5092530.455DFL
5092630.698DFL
5092730.731DFL
7019031.984GD B \WOOD
7019132.038GD E \WOOD
E
E
E
E
E
EM
EM
E
E
7118328.885WTVA
BLBL
BL
MB
7032329.750WTVA
7032429.702WTVA
7032529.675WTVA
7032629.672WTVA
7040729.076WTVA
7040829.061WTVA
IR
BL
BL
BL
L I
L I
KEYMAP
L I
L I
L I
L I
L I L I
L I L I
L I
W P
L R
KEY NOTES
1-3. POINT OF CONNECTION #1-3 - CONNECT TO EXISTING 3"
MAINLINE, CONNECT TO EX. WIRING & INSTALL NEW
SPLICE BOX.
4. POINT OF CONNECTION #4 - CONNECT TO EXISTING 6"
MAINLINE UNDER DRIVEWAY.
5. POINT OF CONNECTION #5 - CONNECT TO EXISTING 6"
MAINLINE DOWNSTREAM OF EXISTING HYDROMETER,
CONNECT TO WIRING AT EX. SPLICE BOX.
6-8. POINT OF CONNECTION #6-8 - CONNECT TO EXISTING 3"
MAINLINE, CONNECT TO EX. WIRING & INSTALL NEW
SPLICE BOX. INSTALL DECODER CABLE FUSE DEVICE AT
SPLICE INTO THE EXISTING 2-WIRE CABLE.
9. INSTALL SLEEVES UNDER NEW PAVEMENT UNDER MAIN
ENTRY. MAIN ENTRY PEDESTRIAN OPTION ONLY.
10. SAWCUT AND REMOVE AC DRIVEWAY, INSTALL SLEEVE/S
IN TRENCH, REPAIR AND REPLACE DRIVEWAY AC IN KIND.
11. (NOT USED)
12. EXISTING MAINLINE.
13. EXTEND EXISTING DRIPLINE TO NEW PLANTINGS ALONG
HITCHING POST.
14. EXISTING TWO WIRE PATH.
15. ADJUST EXISTING ROTOR HEADS TO AVOID OVERSPRAY
ONTO HISTORIC WALL.
16. MOVE AND/OR ADJUST EXISTING ROTOR HEADS AT NEW
WALL OR CONCRETE SWALE.
17. REMOVE EXISTING SPRINKLER HEADS AND LATERALS AT
WEST ENTRY.
18. EXISTING IRRIGATION AT BURIAL AREAS. PROTECT IN
PLACE. MAKE MINOR ADJUSTMENTS AS NECESSARY.
19. INSTALL NEW PIPE/S IN TRENCH UNDER GRAVEL PARKING
AREA, REPAIR AND REPLACE GRAVEL SURFACE.
20. POINT OF CONNECTION #9 - CONNECT TO EXISTING 4"
MAINLINE, CONNECT TO EX. WIRING & INSTALL NEW
SPLICE BOX. DO NOT INSTALL IF MAIN ENTRANCE
PEDESTRIAN OPTION IS BUILT.
21. REMOVE EXISTING 3/4" MAINLINE AND REPLACE WITH 3"
MAINLINE, (3) GATE VALVES (AT MAINLINE TEE NEAR
CABRILLO MEM DR) AND DECODER CABLE FUSE DEVICE.
DO NOT INSTALL ANY OF THESE IF MAIN ENTRANCE
PEDESTRIAN OPTION IS BUILT.
22. INSTALL NEW 1" MAINLINE TO SUPPLY EXISTING HYDRANT.
DO NOT INSTALL IF MAIN ENTRANCE PEDESTRIAN OPTION
IS BUILT.
GENERAL SHEET NOTES
1. EXISTING CONDITIONS ARE BASED ON TOPOGRAPHIC FIELD
SURVEY BY JACOBS SURVEYING DATED SEPTEMBER 2019
AND FEBRUARY 2020.
2. PERFORM ALL SITE PREPARATIONS IN ACCORDANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT
BY SFB DATED SEPTEMBER 2019.
3. FIELD VERIFY ALL EXISTING UTILITIES (TYPE, LOCATION,
DEPTH, SIZE, ETC) PRIOR TO ANY SITE DISTURBANCE OR
EARTH MOVING OPERATIONS.
4. SEE LI001 FOR COMPLETE IRRIGATION SCHEDULE (FOR BASE
BID AND BID OPTION) AND IRRIGATION NOTES.
NORTH
ALL IRRIGATION ON THIS SHEET IS PART OF
CABRILLO MEMORIAL DRIVE LANDSCAPE BID
OPTION
B
T
I O
N
L
I
D
W G
AutoCAD SHX Text V
AutoCAD SHX Text
CABRILLO MEMORIAL DR
AutoCAD SHX Text K
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text K
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text O
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1 "14"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 34"
AutoCAD SHX Text
8" SLEEVE
AutoCAD SHX Text
4" SLEEVE
AutoCAD SHX Text
8" SLEEVE
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1"
AutoCAD SHX Text 3"
AutoCAD SHX Text 3"
AutoCAD SHX Text 2"
AutoCAD SHX Text 1"
AutoCAD SHX Text 1 "12"
AutoCAD SHX Text 1 "12"
AutoCAD SHX Text 1"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1 "14"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1 "12"
AutoCAD SHX Text 34"
AutoCAD SHX Text 3"
AutoCAD SHX Text
WIRE CONDUIT SLEEVE
AutoCAD SHX Text
WIRE CONDUIT SLEEVE
AutoCAD SHX Text 34"
AutoCAD SHX Text O
AutoCAD SHX Text K
AutoCAD SHX Text K
AutoCAD SHX Text 3"
AutoCAD SHX Text 34"
AutoCAD SHX Text 1"
AutoCAD SHX Text 3"
AutoCAD SHX Text T
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text K
AutoCAD SHX Text B
AutoCAD SHX Text Y
AutoCAD SHX Text
POC 6
AutoCAD SHX Text
POC 7
AutoCAD SHX Text
POC 8
AutoCAD SHX Text
POC 1
AutoCAD SHX Text
POC 2
AutoCAD SHX Text
POC 3
AutoCAD SHX Text
POC 4
AutoCAD SHX Text
POC 5
AutoCAD SHX Text
POC 9
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Valve Number
AutoCAD SHX Text Valve Size
AutoCAD SHX Text Valve Flow
AutoCAD SHX Text Valve Callout
AutoCAD SHX Text
AutoCAD SHX Text 2600 Michelson Drive, Suite 500 Irvine, CA 92612 (949) 224-7500 FAX (949) 224-7501
AutoCAD SHX Text 08/31/21
AutoCAD SHX Text Signature
AutoCAD SHX Text Renewal Date
AutoCAD SHX Text Date
AutoCAD SHX Text No. 4715
AutoCAD SHX Text 07/07/20
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TYP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 1 inch = ft.
AutoCAD SHX Text
( SCALE IN FEET )
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
1025.0
33.511
GR
F
71010
348.29
TR \6 DIA
71112
345.72
TR \.2
71153
353.49
TR \2.5 DIA
71154
353.21
TR \3 DIA
71155
352.46
TR \4 DIA
71156
350.54
TR \1 DIA
71157
350.14
TR \1 DIA
71159
349.61
TR \2 DIA
71176
345.87
TR \2 DIA
71177
344.70
TR \1 DIA
71178
344.04
TR \1 DIA
71179
344.12
TR \1 DIA
71180
343.70
TR \1 DIA
71181
343.82
TR \1 DIA
71189
344.47
TR \1 DIA
71222
349.35
TR \8 DIA
SYMBOL MANUFACTURER/MODEL
HUNTER MP CORNER PROS-12-PRS40-CV-F
HUNTER MP1000 PROS-12-PRS40-CV-F
HUNTER MP1000 PROS-12-PRS40-CV-F
HUNTER MP2000 PROS-12-PRS40-CV-F
HUNTER MP3000 PROS-12-PRS40-CV-F
HUNTER MP3000 PROS-12-PRS40-CV-F
HUNTER PCB ON FLEX RISER
HUNTER RZWS-18-50CV
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
AREA TO RECEIVE DRIPLINE
MATCH EXISTING DRIPLINE
IF EXISTING IS UNAVAILABLE, USE RAIN BIRD
XFS-CV-04-12 XFS-CV ON-SURFACE LANDSCAPE DRIPLINE
WITH A HEAVY-DUTY 4.3 PSI CHECK VALVE. 0.4 GPH
EMITTERS AT12"12". INSTALL BELOW ROCK MULCH.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD PESB-PRS-D
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH
PRESSURE REGULATING MODULE, AND SCRUBBER
TECHNOLOGY FOR RELIABLE PERFORMANCE IN DIRTY
WATER IRRIGATION APPLICATIONS.
RAIN BIRD 44-LRC
1" BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING,
LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE
BODY.
NIBCO P-619-RW
2" TO 12" CAST IRON GATE VALVE, SAME SIZE AS
MAINLINE PIPE WHERE LOCATED. RESILIENT WEDGE
NON-RISING STEM FLOW CONTROL WITH IPS PUSH-ON
ENDS. USE RESILIENT WEDGE GATE VALVES FOR 3" AND
LARGER. USE BRASS BALL VALVES FOR 2-1/2" AND
SMALLER.
DECODER CABLE FUSE DEVICE
REFER TO DETAIL A5/LI502
GROUNDING ROD
REFER TO DETAIL A1/LI502. LSP-01 SURGE PROTECTOR
SHALL BE INSTALED IN ADJACENT VALVE BOX (UNLESS
FD-401 DECODER IS USED) AND GROUNDED PER DETAIL.
POINT OF CONNECTION 1-1/2"
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 1-1/2"
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 1-1/2"
POC 6, 7 & 8 AT EAST SIDE BURIAL AREAS
POINT OF CONNECTION 3"
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3"
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3"
POC 1, 2 & 3 AT EAST SIDE - TIE IN TO EXISTING 3"
MAINLINE AND EXTEND MAINLINE TO ROAD FRONTAGE
POINT OF CONNECTION 3"
POC 4 &5 ON WEST SIDE - TIE INTO EXISTING 6" MAINLINE
POINT OF CONNECTION 3"
POC 4 &5 ON WEST SIDE - TIE INTO EXISTING 6" MAINLINE
POINT OF CONNECTION 3"
POC 9 - WEST SIDE N OF MAIN GATE - ONLY TO BE USED
IF BID OPTION NOT BUILT
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 - 3" SIZE
GASKETED PIPE WITH DUCTILE IRON FITTINGS
AND JOINT RESTRAINTS. USE FOR MAIN LOOP.
IRRIGATION MAINLINE: PVC SCHEDULE 40 SOLVENT WELD
SIZES 2-1/2" AND SMALLER, FOR SPURS SUPPLYING RC &
QV VALVES
PIPE SLEEVE: PVC SCHEDULE 40
SIZE PER PLAN, 4" MIN. VERIFY THAT CASING SPACER ON
3" MAINLINE FITS WITHIN 8" SLEEVE. INSTALL SLEEVE
UNDER NEW PAVEMENT AT MAIN ENTRY GATE, SAWCUT
AND TRENCH UNDER AC DRIVEWAYS AT SOUTH OF
CEMETERY.
PIPE SLEEVE: PVC SCHEDULE 40
SLEEVE FOR WIRE CONDUIT. TWICE THE SIZE OF
CONDUIT.
F
GR
IRRIGATION SCHEDULE - GENERAL
LI105
MATCHLINE SEE LI104
MATCHLINE SEE LI106
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SHEET ID
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D e p a r t m e n t o f
V e t e r a n s
A f f a i r s
5007430.494DFL B
5007530.298DFL E
IR IR IR
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5092429.661DFL
5092530.455DFL
5092630.698DFL
5092730.731DFL
7019031.984GD B \WOOD
7019132.038GD E \WOOD
E
E
E
E
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EM
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7118328.885WTVA
BLBL
BL
MB
7032329.750WTVA
7032429.702WTVA
7032529.675WTVA
7032629.672WTVA
7040729.076WTVA
7040829.061WTVA
IR
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BL
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L I
L I
KEYMAP
L I
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KEY NOTES
1-3. POINT OF CONNECTION #1-3 - CONNECT TO EXISTING 3"
MAINLINE, CONNECT TO EX. WIRING & INSTALL NEW
SPLICE BOX.
4. POINT OF CONNECTION #4 - CONNECT TO EXISTING 6"
MAINLINE UNDER DRIVEWAY.
5. POINT OF CONNECTION #5 - CONNECT TO EXISTING 6"
MAINLINE DOWNSTREAM OF EXISTING HYDROMETER,
CONNECT TO WIRING AT EX. SPLICE BOX.
6-8. POINT OF CONNECTION #6-8 - CONNECT TO EXISTING 3"
MAINLINE, CONNECT TO EX. WIRING & INSTALL NEW
SPLICE BOX. INSTALL DECODER CABLE FUSE DEVICE AT
SPLICE INTO THE EXISTING 2-WIRE CABLE.
9. INSTALL SLEEVES UNDER NEW PAVEMENT UNDER MAIN
ENTRY. MAIN ENTRY PEDESTRIAN OPTION ONLY.
10. SAWCUT AND REMOVE AC DRIVEWAY, INSTALL SLEEVE/S
IN TRENCH, REPAIR AND REPLACE DRIVEWAY AC IN KIND.
11. (NOT USED)
12. EXISTING MAINLINE.
13. EXTEND EXISTING DRIPLINE TO NEW PLANTINGS ALONG
HITCHING POST.
14. EXISTING TWO WIRE PATH.
15. ADJUST EXISTING ROTOR HEADS TO AVOID OVERSPRAY
ONTO HISTORIC WALL.
16. MOVE AND/OR ADJUST EXISTING ROTOR HEADS AT NEW
WALL OR CONCRETE SWALE.
17. REMOVE EXISTING SPRINKLER HEADS AND LATERALS AT
WEST ENTRY.
18. EXISTING IRRIGATION AT BURIAL AREAS. PROTECT IN
PLACE. MAKE MINOR ADJUSTMENTS AS NECESSARY.
19. INSTALL NEW PIPE/S IN TRENCH UNDER GRAVEL PARKING
AREA, REPAIR AND REPLACE GRAVEL SURFACE.
20. POINT OF CONNECTION #9 - CONNECT TO EXISTING 4"
MAINLINE, CONNECT TO EX. WIRING & INSTALL NEW
SPLICE BOX. DO NOT INSTALL IF MAIN ENTRANCE
PEDESTRIAN OPTION IS BUILT.
21. REMOVE EXISTING 3/4" MAINLINE AND REPLACE WITH 3"
MAINLINE, (3) GATE VALVES (AT MAINLINE TEE NEAR
CABRILLO MEM DR) AND DECODER CABLE FUSE DEVICE.
DO NOT INSTALL ANY OF THESE IF MAIN ENTRANCE
PEDESTRIAN OPTION IS BUILT.
22. INSTALL NEW 1" MAINLINE TO SUPPLY EXISTING HYDRANT.
DO NOT INSTALL IF MAIN ENTRANCE PEDESTRIAN OPTION
IS BUILT.
GENERAL SHEET NOTES
1. EXISTING CONDITIONS ARE BASED ON TOPOGRAPHIC FIELD
SURVEY BY JACOBS SURVEYING DATED SEPTEMBER 2019
AND FEBRUARY 2020.
2. PERFORM ALL SITE PREPARATIONS IN ACCORDANCE WITH
THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT
BY SFB DATED SEPTEMBER 2019.
3. FIELD VERIFY ALL EXISTING UTILITIES (TYPE, LOCATION,
DEPTH, SIZE, ETC) PRIOR TO ANY SITE DISTURBANCE OR
EARTH MOVING OPERATIONS.
4. SEE LI001 FOR COMPLETE IRRIGATION SCHEDULE (FOR BASE
BID AND BID OPTION) AND IRRIGATION NOTES.
NORTH
ALL IRRIGATION ON THIS SHEET IS PART OF
CABRILLO MEMORIAL DRIVE LANDSCAPE BID
OPTION
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CABRILLO MEMORIAL DR
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