210727 Riverside 901CM3043 Final Design - 6 of 6.pdf

LANDCADD 1987

LANDCADD 1987

LANDCADD 1987

VAN BUREN BLVD.

LANDCADD 1987

LANDCADD 1987

LANDCADD 1987

I-08

I-01

I-03

I-08

313.0

1"

410.5

1"

I-08

LI402

LI401

THE EXISTING IRRIGATION SYSTEM WILL BE RENOVATED TO PROVIDE FULLY AUTOMATED IRRIGATION FOR THE NEW ENTRY AND MEDIAN

LANDSCAPING.

NEW IRRIGATION REMOTE CONTROL VALVES WILL BE INSTALLED IN LOCATIONS INDICATED WITHIN THE MEDIANS AND WILL UTILIZE EXISTING

SERVICE TEES AND CONTROL WIRES IN THESE LOCATIONS. LIMITED SECTIONS OF NEW MAINLINE WILL BE INSTALLED AS INDICATED ON EITHER

SIDE OF THE ENTRY DRIVE. TWO NEW CONTROL ZONES WILL BE ADDED TO THE EXISTING CONTROL SYSTEM FOR VALVES #1 AND #2 ON THE WEST

SIDE OF THE ENTRY GATE. THESE ZONES WILL BE CONNECTED TO TWO OF THE THREE SPARE STATIONS AVAILABLE ON THE EXISTING SATELLITE

CONTROLLER "EN".

NEW LATERAL PIPING WILL BE INSTALLED FOR ALL NEW REMOTE CONTROL ZONES.

QUICK COUPLERS ARE PROVIDED AT EACH MEDIAN AND ON EITHER SIDE OF THE ENTRY GATE FOR SUPPLEMENTAL HAND WATERING OR OTHER

WATER NEEDS SUCH AS POWER WASHING, ETC.

IRRIGATION WITHIN EXISTING TURF AREAS WILL REMAIN UNDISTURBED.

IRRIGATION SYSTEM DESIGN NARRATIVE

A. THE SYSTEM USES NON-POTABLE WATER. THE IRRIGATION SYSTEM EQUIPMENT SHALL INCORPORATE PURPLE COMPONENTS TO IDENTIFY

THE SYSTEM AS NON-POTABLE. PURPLE COMPONENTS SHALL INCLUDE, BUT NOT BE LIMITED TO:

PURPLE PVC PIPING FOR ALL MAINS, LATERAL LINES AND SLEEVES

PURPLE LINE MARKING TAPE (WHERE REQUIRED BY SPECIFICATIONS)

PURPLE I.D./WARNING TAGS AND HANDLES ON REMOTE CONTROL VALVES

PURPLE VALVE BOXES AND LIDS

B. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO CONSTRUCT PROPOSED IRRIGATION SYSTEM IN

ACCORDANCE WITH PLANS, WRITTEN SPECIFICATIONS AND DETAILS.

C. FOR IRRIGATION PIPING AND EQUIPMENT REFERENCE SPECIFICATION SECTION 328400 - LANDSCAPE IRRIGATION SYSTEM.

D. THE LOCATION AND SIZE OF IRRIGATION EQUIPMENT ON THE PLAN IS SHOWN DIAGRAMMATICALLY FOR GRAPHIC CLARITY. UNLESS

OTHERWISE NOTED ON THE PLAN, ANY IRRIGATION EQUIPMENT SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY ONLY. IRRIGATION

EQUIPMENT SHALL BE LOCATED IN IMMEDIATELY ADJACENT LANDSCAPE AREAS.

E. IRRIGATION SYSTEM WAS DESIGNED AT A MINIMUM DYNAMIC PRESSURE OF 80 PSI AT THE SERVICE TEES. CONTRACTOR SHALL VERIFY

ACTUAL PSI AND DELIVER RESULTS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. IN THE EVENT THE ACTUAL PSI IS LESS THAN 60

PSI THE CONTRACTOR SHALL RECEIVE DIRECTION FROM LANDSCAPE ARCHITECT REGARDING DESIGN MODIFICATIONS IF NECESSARY.

IRRIGATION NOTES

IRRIGATION KEYED NOTES

PRESSURE COMPENSATING BUBBLER ASSEMBLIES FOR SHRUBS & NEW TREES, FIXED RISER ON SWING JOINT WITH NOZZLES AS

FOLLOWS:

MODEL NO. GPM PSI NOTES

TYPE 1 .25 (1 @ 0.25 GPM PER SHRUB) 30 REFERENCE DETAIL F3/LI501

TYPE 2 1.5 (3 @ 0.5 GPM PER TREE) 30 REFERENCE DETAIL F3/LI501

- INSTALL IN TRIANGULAR PATTERN

PER DETAIL D1/LI501

EXISTING MAIN LINE SLEEVE PIPING.

IRRIGATION LEGEND

IRRIGATION LATERAL LINE. SIZES 2" AND SMALLER: SCH. 40 SOLVENT WELD PVC, SIZES 2-1/2" AND LARGER: CLASS 200, BELL END, SDR-21, O-RING, GASKET END PVC WITH DUCTILE IRON FITTINGS AND JOINT RESTRAINTS. DEPTH OF BURY, 18". INSTALL JOINT

RESTRAINTS PER DETAIL E8/LI501.

EXISTING PVC IRRIGATION MAIN LINE TO REMAIN, SIZE VARIES.

REMOTE CONTROL VALVE ASSEMBLY FOR BUBBLER ZONES, PLASTIC BODY 24-VOLT AUTOMATIC SCRUBBER VALVE WITH

PRESSURE REGULATING DEVICE. INSTALL PER DETAIL D5/LI501.

NEW IRRIGATION MAIN LINE, CLASS 200, BELL END, SDR-21, O-RING GASKET END PVC WITH DUCTILE IRON FITTINGS AND

JOINT RESTRAINTS, SIZE: 4", DEPTH OF BURY TO MATCH DEPTH OF EXISTING MAINLINE. INSTALL JOINT RESTRAINTS PER

DETAIL E8/LI501.

24V CONTROL WIRE. SPLICES SHALL BE MADE USING WATERPROOF CONNECTORS PER DETAIL F5/LI501.

EXISTING IRRIGATION LATERAL LINE TO REMAIN.

EXISTING IRRIGATION ROTOR SPRINKLER HEAD TO REMAIN (RAIN BIRD FALCON ROTORS WITH #18 NOZZLES).

EXISTING IRRIGATION REMOTE CONTROL VALVE TO REMAIN.

QUICK COUPLER VALVE. INSTALL PER DETAIL C1/LI501.

GPM

1"

VALVE CALLOUT

Valve Number

Valve Size

CODE DESCRIPTION

I-01 INSTALL NEW REMOTE CONTROL VALVE AT EXISTING SERVICE TEE.

I-02 INSTALL QUICK COUPLER VALVE AT EXISTING SERVICE TEE.

I-03 INSTALL NEW DUCTILE IRON SERVICE TEE ON EXISTING PVC MAIN LINE FOR CONNECTION TO NEW QUICK COUPLER

VALVE.

I-04 RUN NEW 24V CONTROL WIRES (TWO CONTROL WIRES AND ONE COMMON WIRE) FROM EXISTING IRRIGATION SATELLITE

CONTROLLER "EN" TO NEW VALVES #1 AND #2. COORDINATE WITH CEMETERY IRRIGATION MANAGER ENSURE NEW

CONTROL WIRES ARE CONNECTED TO THE APPROPRIATE SPARE ZONES AT THE CONTROLLER.

I-05 EXISTING SATELLITE CONTROLLER.

I-06 INSTALL IRRIGATION LATERAL LINES IN PVC SLEEVE PIPING BENEATH EXISTING ROADWAY OR CONCRETE PAVING BY

DIRECTIONAL BORING.

I-07 INSTALL CONTROL WIRES IN SAME SLEEVE PIPE AS LATERAL LINE THIS LOCATION.

I-08 INSTALL DUCTILE IRON TEE ON EXISTING MAIN LINE AND EXTEND NEW SECTION OF MAINLINE TO NEW REMOTE CONTROL

VALVES OR QUICK COUPLER VALVE.

C EXISTING SATELLITE CONTROLLER "EN" - 3 SPARE CONTROL ZONES AVAILABLE.

PVC LATERAL SLEEVE PIPING, CLASS 200, SDR-21, BELL-END, SOLVENT WELD PVC. SIZE: 2 SIZES LARGER THAN PIPE BEING

SLEEVED.

MAINLINE TERMINATION CAP, DUCTILE IRON CAP WITH DUCTILE IRON FITTING TO PIPE RESTRAINT.

MAINLINE ISOLATION VALVE, DUCTILE IRON GATE VALVE WITH 2" OPERATING NUT. SIZE: 4". INSTALL PER DETAIL F1/LI501.

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LANDCADD 1987

IRRIGATION PLAN

ENLARGEMENT

LI401

JSBV

SCALE: 1"=10'-0"

IRRIGATION PLAN ENLARGEMENT

F1

00 10' 20'

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SCALE: NTS

KEY PLAN

F8

NORTH

VAN BUREN BLVD.

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

INCLUDED IN ADD ALTERNATE

#1.

IN ADDITION TO THE WORK

SHOWN ON THESE PLANS,

THERE IS ADDITIONAL

LANDSCAPE AND IRRIGATION

WORK INDICATED FOR THE

BASE BID AND/OR

ALTERNATES #1 AND #2 ON

THE FOLLOWING SHEETS:

GC101 THROUGH GC109

C-102 THROUGH C-410.

LANDCADD 1987

LANDCADD 1987

LANDCADD 1987

LANDCADD 1987

LANDCADD 1987

LANDCADD 1987

I-01

I-04

I-04

I-04

I-05

I-08

C

I-07

I-08

I-06

I-06

I-06

I-06

I-03

1 21.0

1"

2 8.50

1"

519.5

1"

65.75

1"

LI402

LI401

LI403

LI402

THE EXISTING IRRIGATION SYSTEM WILL BE RENOVATED TO PROVIDE FULLY AUTOMATED IRRIGATION FOR THE NEW ENTRY AND MEDIAN

LANDSCAPING.

NEW IRRIGATION REMOTE CONTROL VALVES WILL BE INSTALLED IN LOCATIONS INDICATED WITHIN THE MEDIANS AND WILL UTILIZE EXISTING

SERVICE TEES AND CONTROL WIRES IN THESE LOCATIONS. LIMITED SECTIONS OF NEW MAINLINE WILL BE INSTALLED AS INDICATED ON EITHER

SIDE OF THE ENTRY DRIVE. TWO NEW CONTROL ZONES WILL BE ADDED TO THE EXISTING CONTROL SYSTEM FOR VALVES #1 AND #2 ON THE WEST

SIDE OF THE ENTRY GATE. THESE ZONES WILL BE CONNECTED TO TWO OF THE THREE SPARE STATIONS AVAILABLE ON THE EXISTING SATELLITE

CONTROLLER "EN".

NEW LATERAL PIPING WILL BE INSTALLED FOR ALL NEW REMOTE CONTROL ZONES.

QUICK COUPLERS ARE PROVIDED AT EACH MEDIAN AND ON EITHER SIDE OF THE ENTRY GATE FOR SUPPLEMENTAL HAND WATERING OR OTHER

WATER NEEDS SUCH AS POWER WASHING, ETC.

IRRIGATION WITHIN EXISTING TURF AREAS WILL REMAIN UNDISTURBED.

IRRIGATION SYSTEM DESIGN NARRATIVE

A. THE SYSTEM USES NON-POTABLE WATER. THE IRRIGATION SYSTEM EQUIPMENT SHALL INCORPORATE PURPLE COMPONENTS TO IDENTIFY

THE SYSTEM AS NON-POTABLE. PURPLE COMPONENTS SHALL INCLUDE, BUT NOT BE LIMITED TO:

PURPLE PVC PIPING FOR ALL MAINS, LATERAL LINES AND SLEEVES

PURPLE LINE MARKING TAPE (WHERE REQUIRED BY SPECIFICATIONS)

PURPLE I.D./WARNING TAGS AND HANDLES ON REMOTE CONTROL VALVES

PURPLE VALVE BOXES AND LIDS

B. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO CONSTRUCT PROPOSED IRRIGATION SYSTEM IN

ACCORDANCE WITH PLANS, WRITTEN SPECIFICATIONS AND DETAILS.

C. FOR IRRIGATION PIPING AND EQUIPMENT REFERENCE SPECIFICATION SECTION 328400 - LANDSCAPE IRRIGATION SYSTEM.

D. THE LOCATION AND SIZE OF IRRIGATION EQUIPMENT ON THE PLAN IS SHOWN DIAGRAMMATICALLY FOR GRAPHIC CLARITY. UNLESS

OTHERWISE NOTED ON THE PLAN, ANY IRRIGATION EQUIPMENT SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY ONLY. IRRIGATION

EQUIPMENT SHALL BE LOCATED IN IMMEDIATELY ADJACENT LANDSCAPE AREAS.

E. IRRIGATION SYSTEM WAS DESIGNED AT A MINIMUM DYNAMIC PRESSURE OF 80 PSI AT THE SERVICE TEES. CONTRACTOR SHALL VERIFY

ACTUAL PSI AND DELIVER RESULTS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. IN THE EVENT THE ACTUAL PSI IS LESS THAN 60

PSI THE CONTRACTOR SHALL RECEIVE DIRECTION FROM LANDSCAPE ARCHITECT REGARDING DESIGN MODIFICATIONS IF NECESSARY.

IRRIGATION NOTES

IRRIGATION KEYED NOTES

PRESSURE COMPENSATING BUBBLER ASSEMBLIES FOR SHRUBS & NEW TREES, FIXED RISER ON SWING JOINT WITH NOZZLES AS

FOLLOWS:

MODEL NO. GPM PSI NOTES

TYPE 1 .25 (1 @ 0.25 GPM PER SHRUB) 30 REFERENCE DETAIL F3/LI501

TYPE 2 1.5 (3 @ 0.5 GPM PER TREE) 30 REFERENCE DETAIL F3/LI501

- INSTALL IN TRIANGULAR PATTERN

PER DETAIL D1/LI501

EXISTING MAIN LINE SLEEVE PIPING.

IRRIGATION LEGEND

IRRIGATION LATERAL LINE. SIZES 2" AND SMALLER: SCH. 40 SOLVENT WELD PVC, SIZES 2-1/2" AND LARGER: CLASS 200, BELL END, SDR-21, O-RING, GASKET END PVC WITH DUCTILE IRON FITTINGS AND JOINT RESTRAINTS. DEPTH OF BURY, 18". INSTALL JOINT

RESTRAINTS PER DETAIL E8/LI501.

EXISTING PVC IRRIGATION MAIN LINE TO REMAIN, SIZE VARIES.

REMOTE CONTROL VALVE ASSEMBLY FOR BUBBLER ZONES, PLASTIC BODY 24-VOLT AUTOMATIC SCRUBBER VALVE WITH

PRESSURE REGULATING DEVICE. INSTALL PER DETAIL D5/LI501.

NEW IRRIGATION MAIN LINE, CLASS 200, BELL END, SDR-21, O-RING GASKET END PVC WITH DUCTILE IRON FITTINGS AND

JOINT RESTRAINTS, SIZE: 4", DEPTH OF BURY TO MATCH DEPTH OF EXISTING MAINLINE. INSTALL JOINT RESTRAINTS PER

DETAIL E8/LI501.

24V CONTROL WIRE. SPLICES SHALL BE MADE USING WATERPROOF CONNECTORS PER DETAIL F5/LI501.

EXISTING IRRIGATION LATERAL LINE TO REMAIN.

EXISTING IRRIGATION ROTOR SPRINKLER HEAD TO REMAIN (RAIN BIRD FALCON ROTORS WITH #18 NOZZLES).

EXISTING IRRIGATION REMOTE CONTROL VALVE TO REMAIN.

QUICK COUPLER VALVE. INSTALL PER DETAIL C1/LI501.

GPM

1"

VALVE CALLOUT

Valve Number

Valve Size

CODE DESCRIPTION

I-01 INSTALL NEW REMOTE CONTROL VALVE AT EXISTING SERVICE TEE.

I-02 INSTALL QUICK COUPLER VALVE AT EXISTING SERVICE TEE.

I-03 INSTALL NEW DUCTILE IRON SERVICE TEE ON EXISTING PVC MAIN LINE FOR CONNECTION TO NEW QUICK COUPLER

VALVE.

I-04 RUN NEW 24V CONTROL WIRES (TWO CONTROL WIRES AND ONE COMMON WIRE) FROM EXISTING IRRIGATION SATELLITE

CONTROLLER "EN" TO NEW VALVES #1 AND #2. COORDINATE WITH CEMETERY IRRIGATION MANAGER ENSURE NEW

CONTROL WIRES ARE CONNECTED TO THE APPROPRIATE SPARE ZONES AT THE CONTROLLER.

I-05 EXISTING SATELLITE CONTROLLER.

I-06 INSTALL IRRIGATION LATERAL LINES IN PVC SLEEVE PIPING BENEATH EXISTING ROADWAY OR CONCRETE PAVING BY

DIRECTIONAL BORING.

I-07 INSTALL CONTROL WIRES IN SAME SLEEVE PIPE AS LATERAL LINE THIS LOCATION.

I-08 INSTALL DUCTILE IRON TEE ON EXISTING MAIN LINE AND EXTEND NEW SECTION OF MAINLINE TO NEW REMOTE CONTROL

VALVES OR QUICK COUPLER VALVE.

C EXISTING SATELLITE CONTROLLER "EN" - 3 SPARE CONTROL ZONES AVAILABLE.

PVC LATERAL SLEEVE PIPING, CLASS 200, SDR-21, BELL-END, SOLVENT WELD PVC. SIZE: 2 SIZES LARGER THAN PIPE BEING

SLEEVED.

MAINLINE TERMINATION CAP, DUCTILE IRON CAP WITH DUCTILE IRON FITTING TO PIPE RESTRAINT.

MAINLINE ISOLATION VALVE, DUCTILE IRON GATE VALVE WITH 2" OPERATING NUT. SIZE: 4". INSTALL PER DETAIL F1/LI501.

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LANDCADD 1987

IRRIGATION PLAN

ENLARGEMENT

LI402

JSBV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SCALE: 1"=10'-0"

IRRIGATION PLAN ENLARGEMENT

F1

00 10' 20'

NORTH

SCALE: NTS

KEY PLAN

F8

NORTH

VAN BUREN BLVD.

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

INCLUDED IN ADD ALTERNATE

#1.

I-01

I-02

1"

LI403

LI402

L I

L I

THE EXISTING IRRIGATION SYSTEM WILL BE RENOVATED TO PROVIDE FULLY AUTOMATED IRRIGATION FOR THE NEW ENTRY AND MEDIAN

LANDSCAPING.

NEW IRRIGATION REMOTE CONTROL VALVES WILL BE INSTALLED IN LOCATIONS INDICATED WITHIN THE MEDIANS AND WILL UTILIZE EXISTING

SERVICE TEES AND CONTROL WIRES IN THESE LOCATIONS. LIMITED SECTIONS OF NEW MAINLINE WILL BE INSTALLED AS INDICATED ON EITHER

SIDE OF THE ENTRY DRIVE. TWO NEW CONTROL ZONES WILL BE ADDED TO THE EXISTING CONTROL SYSTEM FOR VALVES #1 AND #2 ON THE WEST

SIDE OF THE ENTRY GATE. THESE ZONES WILL BE CONNECTED TO TWO OF THE THREE SPARE STATIONS AVAILABLE ON THE EXISTING SATELLITE

CONTROLLER "EN".

NEW LATERAL PIPING WILL BE INSTALLED FOR ALL NEW REMOTE CONTROL ZONES.

QUICK COUPLERS ARE PROVIDED AT EACH MEDIAN AND ON EITHER SIDE OF THE ENTRY GATE FOR SUPPLEMENTAL HAND WATERING OR OTHER

WATER NEEDS SUCH AS POWER WASHING, ETC.

IRRIGATION WITHIN EXISTING TURF AREAS WILL REMAIN UNDISTURBED.

IRRIGATION SYSTEM DESIGN NARRATIVE

A. THE SYSTEM USES NON-POTABLE WATER. THE IRRIGATION SYSTEM EQUIPMENT SHALL INCORPORATE PURPLE COMPONENTS TO IDENTIFY

THE SYSTEM AS NON-POTABLE. PURPLE COMPONENTS SHALL INCLUDE, BUT NOT BE LIMITED TO:

PURPLE PVC PIPING FOR ALL MAINS, LATERAL LINES AND SLEEVES

PURPLE LINE MARKING TAPE (WHERE REQUIRED BY SPECIFICATIONS)

PURPLE I.D./WARNING TAGS AND HANDLES ON REMOTE CONTROL VALVES

PURPLE VALVE BOXES AND LIDS

B. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO CONSTRUCT PROPOSED IRRIGATION SYSTEM IN

ACCORDANCE WITH PLANS, WRITTEN SPECIFICATIONS AND DETAILS.

C. FOR IRRIGATION PIPING AND EQUIPMENT REFERENCE SPECIFICATION SECTION 328400 - LANDSCAPE IRRIGATION SYSTEM.

D. THE LOCATION AND SIZE OF IRRIGATION EQUIPMENT ON THE PLAN IS SHOWN DIAGRAMMATICALLY FOR GRAPHIC CLARITY. UNLESS

OTHERWISE NOTED ON THE PLAN, ANY IRRIGATION EQUIPMENT SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY ONLY. IRRIGATION

EQUIPMENT SHALL BE LOCATED IN IMMEDIATELY ADJACENT LANDSCAPE AREAS.

E. IRRIGATION SYSTEM WAS DESIGNED AT A MINIMUM DYNAMIC PRESSURE OF 80 PSI AT THE SERVICE TEES. CONTRACTOR SHALL VERIFY

ACTUAL PSI AND DELIVER RESULTS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. IN THE EVENT THE ACTUAL PSI IS LESS THAN 60

PSI THE CONTRACTOR SHALL RECEIVE DIRECTION FROM LANDSCAPE ARCHITECT REGARDING DESIGN MODIFICATIONS IF NECESSARY.

IRRIGATION NOTES

IRRIGATION KEYED NOTES

PRESSURE COMPENSATING BUBBLER ASSEMBLIES FOR SHRUBS & NEW TREES, FIXED RISER ON SWING JOINT WITH NOZZLES AS

FOLLOWS:

MODEL NO. GPM PSI NOTES

TYPE 1 .25 (1 @ 0.25 GPM PER SHRUB) 30 REFERENCE DETAIL F3/LI501

TYPE 2 1.5 (3 @ 0.5 GPM PER TREE) 30 REFERENCE DETAIL F3/LI501

- INSTALL IN TRIANGULAR PATTERN

PER DETAIL D1/LI501

EXISTING MAIN LINE SLEEVE PIPING.

IRRIGATION LEGEND

IRRIGATION LATERAL LINE. SIZES 2" AND SMALLER: SCH. 40 SOLVENT WELD PVC, SIZES 2-1/2" AND LARGER: CLASS 200, BELL END, SDR-21, O-RING, GASKET END PVC WITH DUCTILE IRON FITTINGS AND JOINT RESTRAINTS. DEPTH OF BURY, 18". INSTALL JOINT

RESTRAINTS PER DETAIL E8/LI501.

EXISTING PVC IRRIGATION MAIN LINE TO REMAIN, SIZE VARIES.

REMOTE CONTROL VALVE ASSEMBLY FOR BUBBLER ZONES, PLASTIC BODY 24-VOLT AUTOMATIC SCRUBBER VALVE WITH

PRESSURE REGULATING DEVICE. INSTALL PER DETAIL D5/LI501.

NEW IRRIGATION MAIN LINE, CLASS 200, BELL END, SDR-21, O-RING GASKET END PVC WITH DUCTILE IRON FITTINGS AND

JOINT RESTRAINTS, SIZE: 4", DEPTH OF BURY TO MATCH DEPTH OF EXISTING MAINLINE. INSTALL JOINT RESTRAINTS PER

DETAIL E8/LI501.

24V CONTROL WIRE. SPLICES SHALL BE MADE USING WATERPROOF CONNECTORS PER DETAIL F5/LI501.

EXISTING IRRIGATION LATERAL LINE TO REMAIN.

EXISTING IRRIGATION ROTOR SPRINKLER HEAD TO REMAIN (RAIN BIRD FALCON ROTORS WITH #18 NOZZLES).

EXISTING IRRIGATION REMOTE CONTROL VALVE TO REMAIN.

QUICK COUPLER VALVE. INSTALL PER DETAIL C1/LI501.

GPM

1"

VALVE CALLOUT

Valve Number

Valve Size

CODE DESCRIPTION

I-01 INSTALL NEW REMOTE CONTROL VALVE AT EXISTING SERVICE TEE.

I-02 INSTALL QUICK COUPLER VALVE AT EXISTING SERVICE TEE.

I-03 INSTALL NEW DUCTILE IRON SERVICE TEE ON EXISTING PVC MAIN LINE FOR CONNECTION TO NEW QUICK COUPLER

VALVE.

I-04 RUN NEW 24V CONTROL WIRES (TWO CONTROL WIRES AND ONE COMMON WIRE) FROM EXISTING IRRIGATION SATELLITE

CONTROLLER "EN" TO NEW VALVES #1 AND #2. COORDINATE WITH CEMETERY IRRIGATION MANAGER ENSURE NEW

CONTROL WIRES ARE CONNECTED TO THE APPROPRIATE SPARE ZONES AT THE CONTROLLER.

I-05 EXISTING SATELLITE CONTROLLER.

I-06 INSTALL IRRIGATION LATERAL LINES IN PVC SLEEVE PIPING BENEATH EXISTING ROADWAY OR CONCRETE PAVING BY

DIRECTIONAL BORING.

I-07 INSTALL CONTROL WIRES IN SAME SLEEVE PIPE AS LATERAL LINE THIS LOCATION.

I-08 INSTALL DUCTILE IRON TEE ON EXISTING MAIN LINE AND EXTEND NEW SECTION OF MAINLINE TO NEW REMOTE CONTROL

VALVES OR QUICK COUPLER VALVE.

C EXISTING SATELLITE CONTROLLER "EN" - 3 SPARE CONTROL ZONES AVAILABLE.

PVC LATERAL SLEEVE PIPING, CLASS 200, SDR-21, BELL-END, SOLVENT WELD PVC. SIZE: 2 SIZES LARGER THAN PIPE BEING

SLEEVED.

MAINLINE TERMINATION CAP, DUCTILE IRON CAP WITH DUCTILE IRON FITTING TO PIPE RESTRAINT.

MAINLINE ISOLATION VALVE, DUCTILE IRON GATE VALVE WITH 2" OPERATING NUT. SIZE: 4". INSTALL PER DETAIL F1/LI501.

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STOP

LANDCADD 1987

IRRIGATION PLAN

ENLARGEMENT

LI403

JSBV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SCALE: 1"=10'-0"

IRRIGATION PLAN ENLARGEMENT

F1

00 10' 20'

NORTH

SCALE: NTS

KEY PLAN

F8

VAN BUREN BLVD.

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

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I-01

I-02

7 6.75

1"

8 18.0

1"

L I

L I

THE EXISTING IRRIGATION SYSTEM WILL BE RENOVATED TO PROVIDE FULLY AUTOMATED IRRIGATION FOR THE NEW ENTRY AND MEDIAN

LANDSCAPING.

NEW IRRIGATION REMOTE CONTROL VALVES WILL BE INSTALLED IN LOCATIONS INDICATED WITHIN THE MEDIANS AND WILL UTILIZE EXISTING

SERVICE TEES AND CONTROL WIRES IN THESE LOCATIONS. LIMITED SECTIONS OF NEW MAINLINE WILL BE INSTALLED AS INDICATED ON EITHER

SIDE OF THE ENTRY DRIVE. TWO NEW CONTROL ZONES WILL BE ADDED TO THE EXISTING CONTROL SYSTEM FOR VALVES #1 AND #2 ON THE WEST

SIDE OF THE ENTRY GATE. THESE ZONES WILL BE CONNECTED TO TWO OF THE THREE SPARE STATIONS AVAILABLE ON THE EXISTING SATELLITE

CONTROLLER "EN".

NEW LATERAL PIPING WILL BE INSTALLED FOR ALL NEW REMOTE CONTROL ZONES.

QUICK COUPLERS ARE PROVIDED AT EACH MEDIAN AND ON EITHER SIDE OF THE ENTRY GATE FOR SUPPLEMENTAL HAND WATERING OR OTHER

WATER NEEDS SUCH AS POWER WASHING, ETC.

IRRIGATION WITHIN EXISTING TURF AREAS WILL REMAIN UNDISTURBED.

IRRIGATION SYSTEM DESIGN NARRATIVE

A. THE SYSTEM USES NON-POTABLE WATER. THE IRRIGATION SYSTEM EQUIPMENT SHALL INCORPORATE PURPLE COMPONENTS TO IDENTIFY

THE SYSTEM AS NON-POTABLE. PURPLE COMPONENTS SHALL INCLUDE, BUT NOT BE LIMITED TO:

PURPLE PVC PIPING FOR ALL MAINS, LATERAL LINES AND SLEEVES

PURPLE LINE MARKING TAPE (WHERE REQUIRED BY SPECIFICATIONS)

PURPLE I.D./WARNING TAGS AND HANDLES ON REMOTE CONTROL VALVES

PURPLE VALVE BOXES AND LIDS

B. CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO CONSTRUCT PROPOSED IRRIGATION SYSTEM IN

ACCORDANCE WITH PLANS, WRITTEN SPECIFICATIONS AND DETAILS.

C. FOR IRRIGATION PIPING AND EQUIPMENT REFERENCE SPECIFICATION SECTION 328400 - LANDSCAPE IRRIGATION SYSTEM.

D. THE LOCATION AND SIZE OF IRRIGATION EQUIPMENT ON THE PLAN IS SHOWN DIAGRAMMATICALLY FOR GRAPHIC CLARITY. UNLESS

OTHERWISE NOTED ON THE PLAN, ANY IRRIGATION EQUIPMENT SHOWN IN HARDSCAPE AREAS IS FOR GRAPHIC CLARITY ONLY. IRRIGATION

EQUIPMENT SHALL BE LOCATED IN IMMEDIATELY ADJACENT LANDSCAPE AREAS.

E. IRRIGATION SYSTEM WAS DESIGNED AT A MINIMUM DYNAMIC PRESSURE OF 80 PSI AT THE SERVICE TEES. CONTRACTOR SHALL VERIFY

ACTUAL PSI AND DELIVER RESULTS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. IN THE EVENT THE ACTUAL PSI IS LESS THAN 60

PSI THE CONTRACTOR SHALL RECEIVE DIRECTION FROM LANDSCAPE ARCHITECT REGARDING DESIGN MODIFICATIONS IF NECESSARY.

IRRIGATION NOTES

IRRIGATION KEYED NOTES

PRESSURE COMPENSATING BUBBLER ASSEMBLIES FOR SHRUBS & NEW TREES, FIXED RISER ON SWING JOINT WITH NOZZLES AS

FOLLOWS:

MODEL NO. GPM PSI NOTES

TYPE 1 .25 (1 @ 0.25 GPM PER SHRUB) 30 REFERENCE DETAIL F3/LI501

TYPE 2 1.5 (3 @ 0.5 GPM PER TREE) 30 REFERENCE DETAIL F3/LI501

- INSTALL IN TRIANGULAR PATTERN

PER DETAIL D1/LI501

EXISTING MAIN LINE SLEEVE PIPING.

IRRIGATION LEGEND

IRRIGATION LATERAL LINE. SIZES 2" AND SMALLER: SCH. 40 SOLVENT WELD PVC, SIZES 2-1/2" AND LARGER: CLASS 200, BELL END, SDR-21, O-RING, GASKET END PVC WITH DUCTILE IRON FITTINGS AND JOINT RESTRAINTS. DEPTH OF BURY, 18". INSTALL JOINT

RESTRAINTS PER DETAIL E8/LI501.

EXISTING PVC IRRIGATION MAIN LINE TO REMAIN, SIZE VARIES.

REMOTE CONTROL VALVE ASSEMBLY FOR BUBBLER ZONES, PLASTIC BODY 24-VOLT AUTOMATIC SCRUBBER VALVE WITH

PRESSURE REGULATING DEVICE. INSTALL PER DETAIL D5/LI501.

NEW IRRIGATION MAIN LINE, CLASS 200, BELL END, SDR-21, O-RING GASKET END PVC WITH DUCTILE IRON FITTINGS AND

JOINT RESTRAINTS, SIZE: 4", DEPTH OF BURY TO MATCH DEPTH OF EXISTING MAINLINE. INSTALL JOINT RESTRAINTS PER

DETAIL E8/LI501.

24V CONTROL WIRE. SPLICES SHALL BE MADE USING WATERPROOF CONNECTORS PER DETAIL F5/LI501.

EXISTING IRRIGATION LATERAL LINE TO REMAIN.

EXISTING IRRIGATION ROTOR SPRINKLER HEAD TO REMAIN (RAIN BIRD FALCON ROTORS WITH #18 NOZZLES).

EXISTING IRRIGATION REMOTE CONTROL VALVE TO REMAIN.

QUICK COUPLER VALVE. INSTALL PER DETAIL C1/LI501.

GPM

1"

VALVE CALLOUT

Valve Number

Valve Size

CODE DESCRIPTION

I-01 INSTALL NEW REMOTE CONTROL VALVE AT EXISTING SERVICE TEE.

I-02 INSTALL QUICK COUPLER VALVE AT EXISTING SERVICE TEE.

I-03 INSTALL NEW DUCTILE IRON SERVICE TEE ON EXISTING PVC MAIN LINE FOR CONNECTION TO NEW QUICK COUPLER

VALVE.

I-04 RUN NEW 24V CONTROL WIRES (TWO CONTROL WIRES AND ONE COMMON WIRE) FROM EXISTING IRRIGATION SATELLITE

CONTROLLER "EN" TO NEW VALVES #1 AND #2. COORDINATE WITH CEMETERY IRRIGATION MANAGER ENSURE NEW

CONTROL WIRES ARE CONNECTED TO THE APPROPRIATE SPARE ZONES AT THE CONTROLLER.

I-05 EXISTING SATELLITE CONTROLLER.

I-06 INSTALL IRRIGATION LATERAL LINES IN PVC SLEEVE PIPING BENEATH EXISTING ROADWAY OR CONCRETE PAVING BY

DIRECTIONAL BORING.

I-07 INSTALL CONTROL WIRES IN SAME SLEEVE PIPE AS LATERAL LINE THIS LOCATION.

I-08 INSTALL DUCTILE IRON TEE ON EXISTING MAIN LINE AND EXTEND NEW SECTION OF MAINLINE TO NEW REMOTE CONTROL

VALVES OR QUICK COUPLER VALVE.

C EXISTING SATELLITE CONTROLLER "EN" - 3 SPARE CONTROL ZONES AVAILABLE.

PVC LATERAL SLEEVE PIPING, CLASS 200, SDR-21, BELL-END, SOLVENT WELD PVC. SIZE: 2 SIZES LARGER THAN PIPE BEING

SLEEVED.

MAINLINE TERMINATION CAP, DUCTILE IRON CAP WITH DUCTILE IRON FITTING TO PIPE RESTRAINT.

MAINLINE ISOLATION VALVE, DUCTILE IRON GATE VALVE WITH 2" OPERATING NUT. SIZE: 4". INSTALL PER DETAIL F1/LI501.

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

LANDCADD 1987

IRRIGATION PLAN

ENLARGEMENT

LI404

JSBV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SCALE: 1"=10'-0"

IRRIGATION PLAN ENLARGEMENT

F1

00 10' 20'

NORTH

SCALE: NTS

KEY PLAN

F8

NORTH

VAN BUREN BLVD.

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

IRRIGATION DETAILS

LI501

JSBV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

NOTE:

1. FOR WIRE SIZES #14, #12 AND #10.

2. REFER TO SPECIFICATIONS FOR

SUPPLIER.

STEP 1

STEP 2

STEP 3

STEP 4

STEP 5

1/2"

TWIST WIRE NUT ONTO WIRE ENDS.

PUSH WIRE NUT

INTO CONNECTOR

PAST TABS.

STRAP TOP TO

CONNECTOR.

STRIP WIRES APPROXIMATELY 1/2" FROM

ENDS AND TWIST ENDS TOGETHER.

TABS

SWING

CLOSED

WIRE SPLICES

SCALE: N.T.S.

F5

M-XIR-12

BUBBLER ASSEMBLY

SCALE: N.T.S.

KEYED NOTES

GENERAL NOTES

1. TOP OF MULCH, SEE PLANTING NOTES

FOR DEPTH OF MULCH.

2. PRESSURE COMPENSATING BUBBLER.

SEE LEGEND.

3. 1/2" SCH 80 PVC THREADED NIPPLE,

LENGTH AS REQUIRED.

4. PVC LATERAL PIPING.

5. PRE-FABRICATED SCH. 80 PVC

SWING-JOINT. SEE SPECIFICATIONS.

6.

" FIPT x MIPT IN-LINE ADJUSTABLE

SPRING CHECK VALVE. SEE

SPECIFICATIONS.

7. FILTER FABRIC, SEE SPECIFICATIONS.

A. BUBBLER SHALL BE LOCATED AS NOTED

ON IRRIGATION PLAN. BUBBLER SHALL

BE 6" FROM ROOT BALL OF SHRUB OR

AT EDGE OF ROOTBALL FOR TREES PER

DETAIL D1/LI501.

B. TOP OF BUBBLER TO BE FLUSH WITH

TOP OF MULCH.

F3

M-XIR-10

1. BUBBLER - SEE IRRIGATION LEGEND. 3/TREE, TYP.

2. 3/4" LATERAL.

3. TREE CENTER.

4. LATERAL. SEE PLAN.

5. ROOTBALL.

KEYED NOTES

TRIANGULAR TREE BUBBLER LAYOUT

SCALE: N.T.S.

D1

M-XIR-16

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

INCLUDED IN ADD ALTERNATE

#1.

KEYED NOTES

M A

I N

L I N

E

D

E P

T H

U

N K

N O

W N

C O

N T

R A

C T

O R

S

H A

L L

I D

E N

T I F

Y

I N

F

I E

L D

1. SERVICE TEE: FOR EXISTING SERVICE TEES TO BE RE-USED,

SIZE AND TYPE IS UNKNOWN. FOR VALVES TO BE INSTALLED

ON NEW OR RELOCATED SERVICE TEE, INSTALL DUCTILE IRON

SERVICE TEE WITH 2-1/2" THREADED (FPT) OUTLET. SECURE

TO PIPE WITH DUCTILE IRON JOINT RESTRAINTS.

2. INSTALL SCH. 80 PVC SOLVENT WELD BUSHING TO INCREASE

OR DECREASE PIPE SIZE AT SERVICE TEE, VALVE ASSEMBLY,

AND/OR LATERAL LINE AS NEEDED.

3. SCH 80 PVC SOLVENT WELD ELBOW.

4. 4"X8"X16" SOLID CMU BLOCK CONTINUOUS ALL SIDES.

5. SCH. 80 PVC NIPPLE, LENGTH AS REQUIRED. PIPE SIZE TO

MATCH LATERAL PIPING IMMEDIATELY DOWNSTREAM OF

REMOTE CONTROL VALVE (REFERENCE IRRIGATION PLAN).

6. SCH. 80 PVC TOE NIPPLE, LENGTH AS REQUIRED. PIPE SIZE TO

MATCH REMOTE CONTROL VALVE SIZE (REFERENCE

IRRIGATION PLAN).

7. BRASS FULL-PORT BALL VALVE - SIZE TO MATCH REMOTE

CONTROL VALVE.

8. SCH. 80 PVC UNION - SIZE TO MATCH REMOTE CONTROL

VALVE.

9. SCH. 80 PVC NIPPLE - 3" LENGTH.

10. REMOTE CONTROL VALVE WITH PRESSURE REGULATING

MODULE.

11.

" WASHED GRAVEL, 8" DEPTH.

12. LATERAL PIPING (SEE IRRIGATION PLAN FOR SIZE AND LEGEND

FOR MATERIAL).

13. WATERPROOF WIRE CONNECTOR, (REFERENCE DETAIL

F5/LI501 & SPECIFICATIONS).

14. 36" WIRE EXPANSION LOOPS.

15. HDPE VALVE BOX WITH TEE COVER AND EXTENSIONS AS

REQUIRED.

16. FINISH GRADE.

17. ATTACH VALVE ID TAG TO VALVE STEM WITH NYLON CABLE TIE

(REFERENCE DETAIL F7/LI501).

18. FILTER FABRIC - SEE SPECIFICATIONS.

19. HOT BRAND OR CONICAL BIT ROUTER LID WITH 3" TALL BY 3/16"

DEEP LETTERS AND NUMBERS IDENTIFYING VALVE STATION

NUMBER I.E.: "V-12" (REFERENCE IRRIGATION PLANS FOR

VALVE NUMBERS).

20. 1/2" SQUARE GALVANIZED STEEL MESH.

21. CONTROL WIRES (DIRECT BURY), TAPE TO MAIN LINE.

22. SCH. 80 PVC 45° FITTING.

REMOTE CONTROL VALVE ASSEMBLY

SCALE: N.T.S.

D5

M-XIR-22

KEYED NOTES

1. 1/16" THICK RIGID 2-PLY LAMINATE PLASTIC TAG - SEE SPECIFICATIONS

FOR SOURCE. TAG COLOR SHALL BE YELLOW WITH BLACK LETTERING.

2. 3/16" DIAMETER DRILLED HOLE.

3. HOT-STAMPED BLACK LETTERING.

NOTE: ATTACH VALVE TAG TO VALVE STEM WITH NYLON CABLE TIE

2 3

PLASTIC VALVE TAG

SCALE: N.T.S.

F7

M-XIR-22

A. PROVIDE 4" MINIMUM CLEARANCE BETWEEN VALVE BOX LID AND HIGHEST OBJECT

IN BOX.

B. PROVIDE ONE (1) VALVE KEY AND ONE (1) LOCKING COVER KEY TO THE OWNER,

PER PROJECT.

KEYED NOTES

GENERAL NOTES

6"

S E

E

I R

R I G

A T

I O

N

L E

G E

N D

1. FINISH GRADE.

2. 10" ROUND VALVE BOX WITH BOLT DOWN T-COVER AND

EXTENSIONS AS REQUIRED.

3. 1" QUICK COUPLING VALVE - SEE SPECIFICATIONS

4. 3/4" DIAMETER WASHED ROCK.

5. STAINLESS STEEL PIPE CLAMP.

6. 1" SCH 80 PVC NIPPLE, LENGTH AS REQUIRED.

7. PRE-FABRICATED SCH 80 PVC SWING JOINT.

8. 8" X 8" X 16" SOLID CMU BLOCK, 2 TOTAL PER BOX.

9. FILTER FABRIC - SEE SPECIFICATIONS.

10. MAINLINE FITTING.

11. #4 REBAR SUPPORT STAKE.

QUICK COUPLING VALVE ASSEMBLY

SCALE: N.T.S.

C1

1 STEP

11°

MIN. "L" AT

BENDS

PIPE

SIZE

MIN. "L" AT

DEAD END

JOINT RESTRAINT DISTANCE CHART

NOTE: JOINT RESTRAINT DISTANCE CHART IS PROVIDED FOR REFERENCE ONLY AND IS FOR THE

PRODUCT INDICATED IN THE SPECIFICATIONS. IF ANOTHER PRODUCT IS SELECTED, JOINT

RESTRAINTS SHALL BE INSTALLED IN ACCORDANCE WITH THAT PRODUCT MANUFACTURER'S

RECOMMENDATIONS FOR THE MINIMUM RESTRAINED LENGTH OF PIPE.

REFER TO THE FOLLOWING TABLE THAT LISTS THE MINIMUM RESTRAINED LENGTH "L" (IN FEET) FOR EACH SIZE/TYPE OF PIPE AND

FITTING WITHIN WHICH ALL JOINTS MUST BE RESTRAINED. ALL FITTINGS AND JOINT RESTRAINTS SHALL BE INSTALLED PER

MANUFACTURERS RECOMMENDATIONS & SPECIFICATIONS.

AS AN EXAMPLE, IF YOU ARE INSTALLING A 4" MAINLINE WITH A DIRECTIONAL CHANGE OF 90°, REFER TO CHART UNDER PIPE SIZE

TO 4" AND UNDER BENDS 90 YOU WILL SEE THE DISTANCE OF 20'. IF THERE IS ANY JOINT (VALVE, BELL, ETC.) YOU MUST INSTALL A

JOINT RESTRAINT WITHIN 20' OF THE 90° MAINLINE DIRECTIONAL CHANGE. RESTRAINTS MUST BE INSTALLED AT JOINTS ON BOTH

SIDES OF THE FITTING.

SCALE: N.T.S.

DUCTILE IRON PIPE FITTINGS JOINT RESTRAINT

E8

3 STEP

MIN. "L" AT

GATE

VALVE

23'45'

20'

14'20'9'4'

4"

2'

"L" = MIN. RESTRAINED

DISTANCE (IN FEET)

INSTALL RESTRAINTS

ON BOTH SIDES OF

FITTINGS, TYP.

INSTALL RESTRAINTS

ON BOTH SIDES OF

FITTINGS, TYP.

MIN. "L" AT

REDUCERS

22.5° 45° 90° 2 STEP

31'

15'30'

10'

8'11'6'3'

3"

2'

12'32'4'9'4'2'

2.5"

1'

NTS

MANUAL ISOLATION VALVE

F1

KEYED NOTES

1. 4" IRON BODY GATE VALVE WITH 2"

OPERATING NUT - SEE SPECIFICATIONS.

2. IRRIGATION MAIN LINE

3. FINISH GRADE

4. DUCTILE IRON JOINT RESTRAINT - SEE DETAIL

E8/LI501 AND SPECIFICATIONS.

5. 18"L x 18"W x 6"D 95% MODIFIED PROCTOR

COMPACTED AGGREGATE BASE COURSE.

6. STEEL VALVE BOX WITH 7

"Ø STEEL LID - SEE

SPECIFICATIONS.

7. ADJUSTABLE SCREW TYPE 5

"Ø VALVE BOX

EXTENSION - SEE SPECIFICATIONS.

S E

E

I R

R I G

A T

I O

N

L E

G E

N D

KEYED NOTES

1. SPRINKLER BODY, SEE IRRIGATION LEGEND.

2. PRE-FABRICATED SCH 80 PVC SWING JOINT. SIZE SAME AS HEAD INLET SIZE. SEE SPECIFICATIONS.

3. PVC LATERAL PIPE FITTING.

4. FINISH GRADE AND/OR TOP OF SOD OR SEEDING BED. SEE PLANTING PLAN.

5. LATERAL PIPING. SEE IRRIGATION LEGEND.

6. PRE-CAST CONCRETE SPRINKLER BLOCK, SEE SPECIFICATIONS.

SPRINKLER ASSEMBLY

SCALE: N.T.S.

C8

M-XIR-07

LANDCADD 1987

LANDCADD 1987

VAN BUREN BLVD.

LANDCADD 1987

LANDCADD 1987

(1) WF

(13) PT2

(3) LH

TYP

TYP

(2) DW

(2) NW

(3) MC

(1) DW

(3) LH

(13) PT2

B

A

B

A

B

A

A

LANDCADD 1987

B

A

(3) MC

(6) WF

(3) NW

(2) MC

(2) DW

(2) DW

LP402

LP401

ORNAMENTAL TREES CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER

CT 12 CHITALPA X CHITALPA TASHKENTENSIS 2.5" CAL. 24" BOX

PA2 6 MEXICAN PALO VERDE PARKINSONIA ACULEATA 2.5" CAL. 24" BOX

PALM TREES CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER

WF 15 CALIFORNIA FAN PALM WASHINGTONIA FILIFERA 16` BTH FIELD GROWN

PD 13 DATE PALM PHOENIX DACTYLIFERA 16` BTH FIELD GROWN

SHRUBS CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER

DW 30 GREY DESERT SPOON DASYLIRION WHEELERI MIN. 18" HT. 5 GAL.

MC 45 PINK MUHLY GRASS MUHLENBERGIA CAPILLARIS MIN. 12" HT. 5 GAL.

LOW SHRUBS CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER

PT2 26 DWARF FLAX PHORMIUM TENAX `TINY TIGER`MIN. 8" HT. 3 GAL

LH 19 NEW GOLD LANTANA LANTANA X `NEW GOLD` MIN. 6" SPREAD 1 GAL

NW 15 WALKER`S LOW CATMINT NEPETA X `WALKER`S LOW` MIN, 12" SPREAD 3 GAL

LANDCADD 1987

BLENDED GRAVEL MULCH - SEE PLANTING NOTE B.

ROOT BARRIER - SEE PLANTING NOTE J.

TURFGRASS SOD - SEE PLANTING NOTE L.

HATCH LEGEND

A. IN CASE OF DISCREPANCY IN PLANT QUANTITIES SHOWN ON THE PLANT LEGEND AND THOSE SHOWN

ON THE PLANTING PLAN, THE QUANTITIES SHOWN ON THE PLAN SHALL GOVERN. CONTRACTOR SHALL

VERIFY ALL QUANTITIES PRIOR TO BID AND INSTALLATION. NO ADDITIONAL PAYMENT WILL BE MADE

FOR ANY DISCREPANCIES IN QUANTITIES BETWEEN THE PLANTING PLAN AND THE PLANT LIST.

B. BLENDED GRAVEL MULCH SHALL BE A 1:1 BLEND OF STOCKPILED EXISTING GRAVEL AND 1"-4" GRAVEL

AS INDICATED IN THE SPECIFICATIONS, INSTALLED AT A 4" DEPTH OVER LANDSCAPE FABRIC. REFER TO

DETAIL B1/LP501. CONTRACTOR SHALL PROVIDE A 20'X20' MOCKUP OF BLENDED GRAVEL MULCH FOR

APPROVAL OF COR. MOCK UP SHALL NOT BE LOCATED IN MEDIAN.

C. LANDSCAPE FABRIC SHALL BE MIN. 4 OZ. NON-WOVEN NEEDLE-PUNCHED POLYPROPYLENE. OVERLAP

ENDS 3" AND TURN DOWN EDGES 6".

D. THE TOP OF MULCH SHALL BE 1" BELOW TOP OF ADJACENT CONCRETE SURFACES.

E. CONTRACTOR SHALL PRUNE LOWER BRANCHES OF DECIDUOUS TREES AS DIRECTED BY COR IN THE

FIELD. TREE PRUNING SHALL BE DONE UNDER SUPERVISION OF A LICENSED ARBORIST.

F. TREES SHALL BE INSTALLED PER DETAILS F1/LP501.

G. SHRUBS SHALL BE INSTALLED PER DETAIL F3/LP501.

H. IF THERE IS A DISCREPANCY IN THE FIELD OR NURSERY BETWEEN THE CONTAINER SIZE CALLED OUT

UNDER "CONTAINER" AND HEIGHT OR SPREAD CALLED OUT UNDER "REMARKS", THE SPECIFIED PLANT

MUST MEET HEIGHT OR SPREAD REQUIREMENTS SPECIFIED UNDER "REMARKS", EVEN IF A LARGER

CONTAINER SIZE IS REQUIRED TO MEET THESE SPECIFICATIONS, AT NO ADDITIONAL COST TO THE

OWNER.

I. ACCENT BOULDERS, CONTRACTOR SHALL SOURCE FROM LOCAL SUPPLIER & SUBMIT SAMPLE TO COR, SEE SPECIFICATIONS.

J. INSTALL LINEAR ROOT BARRIER ALONG PAVING, COBBLE BANDS & WALLS IN LOCATIONS WHERE TREES

ARE WITHIN 5'. SEE SPECIFICATIONS.

K. PALM TREES SHALL BE INSTALLED PER DETAIL E3/LP501.

L. SOD SHALL BE 'ELITE PLUS' TURF-TYPE TALL FESCUE BLEND, SEE SPECIFICATIONS. TOP OF SOD ROOT

MASS SHALL BE INSTALLED 1" BELOW TOP OF ADJACENT CONCRETE SURFACES.

PLANTING NOTES

1. ACCENT BOULDER, PER DETAIL F5/LP501. SEE PLANTING NOTE I.

2. EXISTING TURF TO REMAIN.

3. EXISTING LANDSCAPE TO REMAIN.

4. EXISTING TREE(S) TO REMAIN. PROTECT EXISTING TREES WITHIN WORK AREA FROM DAMAGE

DURING CONSTRUCTION OPERATIONS. REFERENCE DETAIL E7/LP501.

5. CONTRACTOR TO GRADE/SHAPE MEDIAN TO HAVE SWALES AT BACKS CURB PER DETAIL F7/LP501 IN

LOCATIONS INDICATED ON PLAN.

6. INSTALL LINEAR ROOT BARRIER, PER DETAIL E5/LP501. SEE PLANTING NOTE J.

7. PATCH IN AREA OF WITH TURFGRASS SOD TO APPROXIMATE LIMITS SHOWN, FIELD VERIFY.

KEYED NOTES

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

VAN BUREN BLVD.

V

A

N

B

U

R

E

N

B

LV

D

VAN BUREN BLVD.

LANDCADD 1987

(6) WF

ACCENT BOULDER - SEE PLANTING NOTE I.

SMALL BOULDER - APPROXIMATELY 3' x 3' x 2'

MEDIUM BOULDER - APPROXIMATELY 4' x 4' x 3'

NOTES:

BOULDER DIMENSIONS ABOVE ARE MEANT TO SERVE AS A

GUIDELINE FOR CONTRACTOR TO PRICE AND ARRANGE ON

SITE. COR TO APPROVE FINAL BOULDER LOCATIONS AND

ARRANGEMENT IN THE FIELD.

ACCENT BOULDER LEGEND

A

B

PLANTING PLAN ENLARGEMENT

LP401

JSBV

SCALE: 1"=10'-0"

PLANTING PLAN ENLARGEMENT

F1

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SCALE: NTS

KEY PLAN

F8

NORTH

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

INCLUDED IN ADD ALTERNATE

#1

IN ADDITION TO THE WORK

SHOWN ON THESE PLANS,

THERE IS ADDITIONAL

LANDSCAPE AND IRRIGATION

WORK INDICATED FOR THE

BASE BID AND/OR

ALTERNATES #1 AND #2 ON

THE FOLLOWING SHEETS:

GC101 THROUGH GC109

C-102 THROUGH C-410.

LANDCADD 1987

LANDCADD 1987

LANDCADD 1987

LANDCADD 1987

LANDCADD 1987

LANDCADD 1987

(2) WF

(3) PA2

(2) WF

(4) CT

(3) PA2

(2) WF

(2) WF

TYP1

TYP

TYP4

(3) MC

(1) DW

(1) DW

(2) MC

(2) DW

(2) LH

(2) MC

(1) LH

(1) DW

(3) MC

(1) DW

(1) DW

(2) LH

(5) PD

(2) MC

(3) LH

(1) DW

(2) MC

(1) DW

(2) DW

(3) NW

(1) DW

(2) MC

(1) DW

(2) MC

A

B

A

B

A

B

A

B

A

B

A

TYP1

TYP

TYP4

TYP

TYP

TYP6

TYP6

LP402

LP401

LP403

LP402

ORNAMENTAL TREES CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER

CT 12 CHITALPA X CHITALPA TASHKENTENSIS 2.5" CAL. 24" BOX

PA2 6 MEXICAN PALO VERDE PARKINSONIA ACULEATA 2.5" CAL. 24" BOX

PALM TREES CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER

WF 15 CALIFORNIA FAN PALM WASHINGTONIA FILIFERA 16` BTH FIELD GROWN

PD 13 DATE PALM PHOENIX DACTYLIFERA 16` BTH FIELD GROWN

SHRUBS CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER

DW 30 GREY DESERT SPOON DASYLIRION WHEELERI MIN. 18" HT. 5 GAL.

MC 45 PINK MUHLY GRASS MUHLENBERGIA CAPILLARIS MIN. 12" HT. 5 GAL.

LOW SHRUBS CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER

PT2 26 DWARF FLAX PHORMIUM TENAX `TINY TIGER`MIN. 8" HT. 3 GAL

LH 19 NEW GOLD LANTANA LANTANA X `NEW GOLD` MIN. 6" SPREAD 1 GAL

NW 15 WALKER`S LOW CATMINT NEPETA X `WALKER`S LOW` MIN, 12" SPREAD 3 GAL

LANDCADD 1987

BLENDED GRAVEL MULCH - SEE PLANTING NOTE B.

ROOT BARRIER - SEE PLANTING NOTE J.

TURFGRASS SOD - SEE PLANTING NOTE L.

HATCH LEGEND

A. IN CASE OF DISCREPANCY IN PLANT QUANTITIES SHOWN ON THE PLANT LEGEND AND THOSE SHOWN

ON THE PLANTING PLAN, THE QUANTITIES SHOWN ON THE PLAN SHALL GOVERN. CONTRACTOR SHALL

VERIFY ALL QUANTITIES PRIOR TO BID AND INSTALLATION. NO ADDITIONAL PAYMENT WILL BE MADE

FOR ANY DISCREPANCIES IN QUANTITIES BETWEEN THE PLANTING PLAN AND THE PLANT LIST.

B. BLENDED GRAVEL MULCH SHALL BE A 1:1 BLEND OF STOCKPILED EXISTING GRAVEL AND 1"-4" GRAVEL

AS INDICATED IN THE SPECIFICATIONS, INSTALLED AT A 4" DEPTH OVER LANDSCAPE FABRIC. REFER TO

DETAIL B1/LP501. CONTRACTOR SHALL PROVIDE A 20'X20' MOCKUP OF BLENDED GRAVEL MULCH FOR

APPROVAL OF COR. MOCK UP SHALL NOT BE LOCATED IN MEDIAN.

C. LANDSCAPE FABRIC SHALL BE MIN. 4 OZ. NON-WOVEN NEEDLE-PUNCHED POLYPROPYLENE. OVERLAP

ENDS 3" AND TURN DOWN EDGES 6".

D. THE TOP OF MULCH SHALL BE 1" BELOW TOP OF ADJACENT CONCRETE SURFACES.

E. CONTRACTOR SHALL PRUNE LOWER BRANCHES OF DECIDUOUS TREES AS DIRECTED BY COR IN THE

FIELD. TREE PRUNING SHALL BE DONE UNDER SUPERVISION OF A LICENSED ARBORIST.

F. TREES SHALL BE INSTALLED PER DETAILS F1/LP501.

G. SHRUBS SHALL BE INSTALLED PER DETAIL F3/LP501.

H. IF THERE IS A DISCREPANCY IN THE FIELD OR NURSERY BETWEEN THE CONTAINER SIZE CALLED OUT

UNDER "CONTAINER" AND HEIGHT OR SPREAD CALLED OUT UNDER "REMARKS", THE SPECIFIED PLANT

MUST MEET HEIGHT OR SPREAD REQUIREMENTS SPECIFIED UNDER "REMARKS", EVEN IF A LARGER

CONTAINER SIZE IS REQUIRED TO MEET THESE SPECIFICATIONS, AT NO ADDITIONAL COST TO THE

OWNER.

I. ACCENT BOULDERS, CONTRACTOR SHALL SOURCE FROM LOCAL SUPPLIER & SUBMIT SAMPLE TO COR, SEE SPECIFICATIONS.

J. INSTALL LINEAR ROOT BARRIER ALONG PAVING, COBBLE BANDS & WALLS IN LOCATIONS WHERE TREES

ARE WITHIN 5'. SEE SPECIFICATIONS.

K. PALM TREES SHALL BE INSTALLED PER DETAIL E3/LP501.

L. SOD SHALL BE 'ELITE PLUS' TURF-TYPE TALL FESCUE BLEND, SEE SPECIFICATIONS. TOP OF SOD ROOT

MASS SHALL BE INSTALLED 1" BELOW TOP OF ADJACENT CONCRETE SURFACES.

PLANTING NOTES

1. ACCENT BOULDER, PER DETAIL F5/LP501. SEE PLANTING NOTE I.

2. EXISTING TURF TO REMAIN.

3. EXISTING LANDSCAPE TO REMAIN.

4. EXISTING TREE(S) TO REMAIN. PROTECT EXISTING TREES WITHIN WORK AREA FROM DAMAGE

DURING CONSTRUCTION OPERATIONS. REFERENCE DETAIL E7/LP501.

5. CONTRACTOR TO GRADE/SHAPE MEDIAN TO HAVE SWALES AT BACKS CURB PER DETAIL F7/LP501 IN

LOCATIONS INDICATED ON PLAN.

6. INSTALL LINEAR ROOT BARRIER, PER DETAIL E5/LP501. SEE PLANTING NOTE J.

7. PATCH IN AREA OF WITH TURFGRASS SOD TO APPROXIMATE LIMITS SHOWN, FIELD VERIFY.

KEYED NOTES

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

VAN BUREN BLVD.

V

A

N

B

U

R

E

N

B

LV

D

VAN BUREN BLVD.

LANDCADD 1987

(6) WF

ACCENT BOULDER - SEE PLANTING NOTE I.

SMALL BOULDER - APPROXIMATELY 3' x 3' x 2'

MEDIUM BOULDER - APPROXIMATELY 4' x 4' x 3'

NOTES:

BOULDER DIMENSIONS ABOVE ARE MEANT TO SERVE AS A

GUIDELINE FOR CONTRACTOR TO PRICE AND ARRANGE ON

SITE. COR TO APPROVE FINAL BOULDER LOCATIONS AND

ARRANGEMENT IN THE FIELD.

ACCENT BOULDER LEGEND

A

B

PLANTING PLAN ENLARGEMENT

LP402

JSBV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SCALE: 1"=10'-0"

PLANTING PLAN ENLARGEMENT

F1

NORTH

SCALE: NTS

KEY PLAN

F8

NORTH

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

#1

(4) CT

(4) CT

TYP

(1) DW

(2) MC

(2) NW

(2) DW

(1) MC

(2) NW

(1) DW

(3) MC

(1) DW

B

A

B

B

A

A

B

B

TYP

TYP

TYP

LP403

LP402

L P

L P

ORNAMENTAL TREES CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER

CT 12 CHITALPA X CHITALPA TASHKENTENSIS 2.5" CAL. 24" BOX

PA2 6 MEXICAN PALO VERDE PARKINSONIA ACULEATA 2.5" CAL. 24" BOX

PALM TREES CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER

WF 15 CALIFORNIA FAN PALM WASHINGTONIA FILIFERA 16` BTH FIELD GROWN

PD 13 DATE PALM PHOENIX DACTYLIFERA 16` BTH FIELD GROWN

SHRUBS CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER

DW 30 GREY DESERT SPOON DASYLIRION WHEELERI MIN. 18" HT. 5 GAL.

MC 45 PINK MUHLY GRASS MUHLENBERGIA CAPILLARIS MIN. 12" HT. 5 GAL.

LOW SHRUBS CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER

PT2 26 DWARF FLAX PHORMIUM TENAX `TINY TIGER`MIN. 8" HT. 3 GAL

LH 19 NEW GOLD LANTANA LANTANA X `NEW GOLD` MIN. 6" SPREAD 1 GAL

NW 15 WALKER`S LOW CATMINT NEPETA X `WALKER`S LOW` MIN, 12" SPREAD 3 GAL

LANDCADD 1987

BLENDED GRAVEL MULCH - SEE PLANTING NOTE B.

ROOT BARRIER - SEE PLANTING NOTE J.

TURFGRASS SOD - SEE PLANTING NOTE L.

HATCH LEGEND

A. IN CASE OF DISCREPANCY IN PLANT QUANTITIES SHOWN ON THE PLANT LEGEND AND THOSE SHOWN

ON THE PLANTING PLAN, THE QUANTITIES SHOWN ON THE PLAN SHALL GOVERN. CONTRACTOR SHALL

VERIFY ALL QUANTITIES PRIOR TO BID AND INSTALLATION. NO ADDITIONAL PAYMENT WILL BE MADE

FOR ANY DISCREPANCIES IN QUANTITIES BETWEEN THE PLANTING PLAN AND THE PLANT LIST.

B. BLENDED GRAVEL MULCH SHALL BE A 1:1 BLEND OF STOCKPILED EXISTING GRAVEL AND 1"-4" GRAVEL

AS INDICATED IN THE SPECIFICATIONS, INSTALLED AT A 4" DEPTH OVER LANDSCAPE FABRIC. REFER TO

DETAIL B1/LP501. CONTRACTOR SHALL PROVIDE A 20'X20' MOCKUP OF BLENDED GRAVEL MULCH FOR

APPROVAL OF COR. MOCK UP SHALL NOT BE LOCATED IN MEDIAN.

C. LANDSCAPE FABRIC SHALL BE MIN. 4 OZ. NON-WOVEN NEEDLE-PUNCHED POLYPROPYLENE. OVERLAP

ENDS 3" AND TURN DOWN EDGES 6".

D. THE TOP OF MULCH SHALL BE 1" BELOW TOP OF ADJACENT CONCRETE SURFACES.

E. CONTRACTOR SHALL PRUNE LOWER BRANCHES OF DECIDUOUS TREES AS DIRECTED BY COR IN THE

FIELD. TREE PRUNING SHALL BE DONE UNDER SUPERVISION OF A LICENSED ARBORIST.

F. TREES SHALL BE INSTALLED PER DETAILS F1/LP501.

G. SHRUBS SHALL BE INSTALLED PER DETAIL F3/LP501.

H. IF THERE IS A DISCREPANCY IN THE FIELD OR NURSERY BETWEEN THE CONTAINER SIZE CALLED OUT

UNDER "CONTAINER" AND HEIGHT OR SPREAD CALLED OUT UNDER "REMARKS", THE SPECIFIED PLANT

MUST MEET HEIGHT OR SPREAD REQUIREMENTS SPECIFIED UNDER "REMARKS", EVEN IF A LARGER

CONTAINER SIZE IS REQUIRED TO MEET THESE SPECIFICATIONS, AT NO ADDITIONAL COST TO THE

OWNER.

I. ACCENT BOULDERS, CONTRACTOR SHALL SOURCE FROM LOCAL SUPPLIER & SUBMIT SAMPLE TO COR, SEE SPECIFICATIONS.

J. INSTALL LINEAR ROOT BARRIER ALONG PAVING, COBBLE BANDS & WALLS IN LOCATIONS WHERE TREES

ARE WITHIN 5'. SEE SPECIFICATIONS.

K. PALM TREES SHALL BE INSTALLED PER DETAIL E3/LP501.

L. SOD SHALL BE 'ELITE PLUS' TURF-TYPE TALL FESCUE BLEND, SEE SPECIFICATIONS. TOP OF SOD ROOT

MASS SHALL BE INSTALLED 1" BELOW TOP OF ADJACENT CONCRETE SURFACES.

PLANTING NOTES

1. ACCENT BOULDER, PER DETAIL F5/LP501. SEE PLANTING NOTE I.

2. EXISTING TURF TO REMAIN.

3. EXISTING LANDSCAPE TO REMAIN.

4. EXISTING TREE(S) TO REMAIN. PROTECT EXISTING TREES WITHIN WORK AREA FROM DAMAGE

DURING CONSTRUCTION OPERATIONS. REFERENCE DETAIL E7/LP501.

5. CONTRACTOR TO GRADE/SHAPE MEDIAN TO HAVE SWALES AT BACKS CURB PER DETAIL F7/LP501 IN

LOCATIONS INDICATED ON PLAN.

6. INSTALL LINEAR ROOT BARRIER, PER DETAIL E5/LP501. SEE PLANTING NOTE J.

7. PATCH IN AREA OF WITH TURFGRASS SOD TO APPROXIMATE LIMITS SHOWN, FIELD VERIFY.

KEYED NOTES

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

VAN BUREN BLVD.

V

A

N

B

U

R

E

N

B

LV

D

VAN BUREN BLVD.

LANDCADD 1987

(6) WF

ACCENT BOULDER - SEE PLANTING NOTE I.

SMALL BOULDER - APPROXIMATELY 3' x 3' x 2'

MEDIUM BOULDER - APPROXIMATELY 4' x 4' x 3'

NOTES:

BOULDER DIMENSIONS ABOVE ARE MEANT TO SERVE AS A

GUIDELINE FOR CONTRACTOR TO PRICE AND ARRANGE ON

SITE. COR TO APPROVE FINAL BOULDER LOCATIONS AND

ARRANGEMENT IN THE FIELD.

ACCENT BOULDER LEGEND

A

B

PLANTING PLAN ENLARGEMENT

LP403

JSBV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18300 East 71st Ave., Denver, CO, 80249 504.684.4408; Sean Fitzpatrick

RIVERSIDE NATIONAL CEMETERY REPLACE

IRRIGATION PUMPS, DEMOLISH SEWAGE

TREATMENT PLANT AND OTHER SITE

IMPROVEMENTS

Riverside, CA

901CM3043

N/A Project Director

07/02/2021Revisions: Date:

Juan Kays Department of Veterans Affairs, NCA

Phone: 202.632.5057 Email: juan.kays@va.gov Sheet of 92

BID DOCUMENTS

VCI Project Management Construction Management Engineering

SCALE: 1"=10'-0"

PLANTING PLAN ENLARGEMENT

F1

NORTH

SCALE: NTS

KEY PLAN

F8

NORTH

ALL ENTRANCE IMPROVEMENT

WORK IS EXCLUDED FROM THE

BASE BID AND SHALL BE

TYP

TYP

TYP

S T

O P

S T

O P

S T

O P

STOP

S T

O P

S T

O P

STOP

(3) NW

(2) DW

(8) PD

(2) MC

(2) NW

(2) MC

(2) DW

(2) MC

(2) DW (3) LH

B

A

B

A

B

A

A

B

L P

L P

ORNAMENTAL TREES CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER

CT 12 CHITALPA X CHITALPA TASHKENTENSIS 2.5" CAL. 24" BOX

PA2 6 MEXICAN PALO VERDE PARKINSONIA ACULEATA 2.5" CAL. 24" BOX

PALM TREES CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER

WF 15 CALIFORNIA FAN PALM WASHINGTONIA FILIFERA 16` BTH FIELD GROWN

PD 13 DATE PALM PHOENIX DACTYLIFERA 16` BTH FIELD GROWN

SHRUBS CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER

DW 30 GREY DESERT SPOON DASYLIRION WHEELERI MIN. 18" HT. 5 GAL.

MC 45 PINK MUHLY GRASS MUHLENBERGIA CAPILLARIS MIN. 12" HT. 5 GAL.

LOW SHRUBS CODE QTY COMMON NAME BOTANICAL NAME REMARKS CONTAINER

PT2 26 DWARF FLAX PHORMIUM TENAX `TINY TIGER`MIN. 8" HT. 3 GAL

LH 19 NEW GOLD LANTANA LANTANA X `NEW GOLD` MIN. 6" SPREAD 1 GAL

NW 15 WALKER`S LOW CATMINT NEPETA X `WALKER`S LOW` MIN, 12" SPREAD 3 GAL

LANDCADD 1987

BLENDED GRAVEL MULCH - SEE PLANTING NOTE B.

ROOT BARRIER - SEE PLANTING NOTE J.

TURFGRASS SOD - SEE PLANTING NOTE L.

HATCH LEGEND

A. IN CASE OF DISCREPANCY IN PLANT QUANTITIES SHOWN ON THE PLANT LEGEND AND THOSE SHOWN

ON THE PLANTING PLAN, THE QUANTITIES SHOWN ON THE PLAN SHALL GOVERN. CONTRACTOR SHALL

VERIFY ALL QUANTITIES PRIOR TO BID AND INSTALLATION. NO ADDITIONAL PAYMENT WILL BE MADE

FOR ANY DISCREPANCIES IN QUANTITIES BETWEEN THE PLANTING PLAN AND THE PLANT LIST.

B. BLENDED GRAVEL MULCH SHALL BE A 1:1 BLEND OF STOCKPILED EXISTING GRAVEL AND 1"-4" GRAVEL

AS INDICATED IN THE SPECIFICATIONS, INSTALLED AT A 4" DEPTH OVER LANDSCAPE FABRIC. REFER TO

DETAIL B1/LP501. CONTRACTOR SHALL PROVIDE A 20'X20' MOCKUP OF BLENDED GRAVEL MULCH FOR

APPROVAL OF COR. MOCK UP SHALL NOT BE LOCATED IN MEDIAN.

C. LANDSCAPE FABRIC SHALL BE MIN. 4 OZ. NON-WOVEN NEEDLE-PUNCHED POLYPROPYLENE. OVERLAP

ENDS 3" AND TURN DOWN EDGES 6".

D. THE TOP OF MULCH SHALL BE 1" BELOW TOP OF ADJACENT CONCRETE SURFACES.

E. CONTRACTOR SHALL PRUNE LOWER BRANCHES OF DECIDUOUS TREES AS DIRECTED BY COR IN THE

FIELD. TREE PRUNING SHALL BE DONE UNDER SUPERVISION OF A LICENSED ARBORIST.

F. TREES SHALL BE INSTALLED PER DETAILS F1/LP501.

G. SHRUBS SHALL BE INSTALLED PER DETAIL F3/LP501.

H. IF THERE IS A DISCREPANCY IN THE FIELD OR NURSERY BETWEEN THE CONTAINER SIZE CALLED OUT

UNDER "CONTAINER" AND HEIGHT OR SPREAD CALLED OUT UNDER "REMARKS", THE SPECIFIED PLANT

MUST MEET HEIGHT OR SPREAD REQUIREMENTS SPECIFIED UNDER "REMARKS", EVEN IF A LARGER

CONTAINER SIZE IS REQUIRED TO MEET THESE SPECIFICATIONS, AT NO ADDITIONAL COST TO THE

OWNER.

I. ACCENT BOULDERS, CONTRACTOR SHALL SOURCE FROM LOCAL SUPPLIER & SUBMIT SAMPLE TO COR, SEE SPECIFICATIONS.

J. INSTALL LINEAR ROOT BARRIER ALONG PAVING, COBBLE BANDS & WALLS IN LOCATIONS WHERE TREES

ARE WITHIN 5'. SEE SPECIFICATIONS.

K. PALM TREES SHALL BE INSTALLED PER DETAIL E3/LP501.

L. SOD SHALL BE 'ELITE PLUS' TURF-TYPE TALL FESCUE BLEND, SEE SPECIFICATIONS. TOP OF SOD ROOT

MASS SHALL BE INSTALLED 1" BELOW TOP OF…