36C25819B0025-009.pdf

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

RAIN BIRD XCZ-LF-100-PRF 4 4/LI-103

LOW FLOW DRIP CONTROL KIT, 1" LOW FLOW VALVE,

3/4" PRESSURE REGULATING RBY FILTER, AND 30PSI

PRESSURE REGULATOR. 0.2GPM-5GPM.PURPLE

VALVE LID.

PIPE TRANSITION POINT ABOVE GRADE 13

PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP

TUBING WITH RISER TO ABOVE GRADE INSTALLATION.

RAIN BIRD MDCFPCAP 13 6/LI-103

DRIPLINE FLUSH VALVE PURPLE CAP IN

COMPRESSION FITTING COUPLER. FOR

NON-POTABLE WATER USE.

RAIN BIRD ARV050 3 3/LI-103

1/2" AIR RELIEF VALVE, MADE OF QUALITY

RUST-PROOF MATERIALS, WITH A 6.0" DRIP VALVE BOX

(SEB 7XB EMITTER BOX). USE WITH INSTALLATION

BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE

THE PIPELINE, THUS PREVENTING WATER HAMMER

OR BLOCKAGE.

AREA TO RECEIVE DRIPLINE

RAIN BIRD XFS-P-06-18 (18) 3,000 S.F. 2/LI-103

XFS PRESSURE COMPENSATING DRIPLINE W/COPPER

SHIELD TECHNOLOGY. 0.6GPH EMITTERS AT 18.0" O.C.

LATERALS SPACED AT 18.0" APART, WITH EMITTERS

OFFSET FOR TRIANGULAR PATTERN. PURPLE TUBING

FOR NON-POTABLE WATER. SPECIFY XF INSERT

FITTINGS.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

RAIN BIRD 44-NP 2 1/LI-103

1" BRASS QUICK-COUPLING VALVE, WITH

CORROSION-RESISTANT STAINLESS STEEL SPRING,

LOCKING NON-POTABLE PURPLE RUBBER COVER,

AND 2-PIECE BODY.

HAMMOND UP8301A 1 7/LI-103

CLASS 125 BRONZE BALL VALVE WITH WHEEL

HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT

VALVE LOCATION. SIZE RANGE - 1/4" - 3"

SPLICE BOX FOR EXISTING CONTROL WIRES 1 8/LI-103

IRRIGATION LATERAL LINE: PVC SCHEDULE 40-NP 532.6 L.F. 5/LI-103

IRRIGATION LATERAL LINE: 2" PVC SCHEDULE 40 30.0 L.F. 5/LI-103

IRRIGATION MAINLINE: PVC CLASS 315 SDR 13.5-NP 153.6 L.F. 5/LI-103

PIPE SLEEVE: DUCTILE IRON PIPE- CLASS 350 140.6 L.F. 5/LI-103

P

VALVE NUMBER

VALVE SIZE

VALVE FLOW# #

VALVE CALLOUT

IRRIGATION SCHEDULE

WIRE SLEEVE: 2" PVC SCHEDULE 40

PIPE SLEEVE: 2X SLEEVED PIPE SIZE CPVC SCH 40

AUDIOLOGY CLINIC

21 "

21 "

43 "

1"

2.08 A-1

1"

4.19 A-2

1"

0.65 A-3

1"

6.18 A-4

P.O.C.:

STUB OUT FOR WATER AND CONTROL WIRES LOCATED APPROX. 25

FEET SW CORNER OF BLDG. 31. EXISTING RAINBIRD SATELLITE

CONTROLLER LOCATED NE OF MAIN BUILDING.

CONTRACTOR SHALL BORE UNDER PAVEMENT TO EXTEND MAINLINE.

CONTRACTOR TO UTILIZE EXISTING MAXICOM CONTROLLER: ADDING

ADDITIONAL STATIONS PER THIS PLAN VIA THE EXISTING CONTROL

WIRES INDICATED ABOVE. ALL WORK SHALL BE COORDINATED WITH

VA MAINTENANCE OPERATIONS.

EXISTING 1 14" MAINLINE

EXISTING VALVE AND QUICK COUPLER TO REMAIN

EXISTING LANDSCAPE TO REMAIN

21 "

21 "

21 "

411 "

P

5/20/2019

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728 134th Street SW Suite 200

Everett, Washington 98204

Ph: 425 741-3800 www.reidmiddleton.com

Copyright 2017 Reid Middleton, Inc.

c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

Final Submittal

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

PhaseENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605-17-500

RENOVATION OF SURGICAL ONCOLOGY,

BLDG 31

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON STREET

LOMA LINDA, CA 92357

AG CH / NN05-27-2019

Approved:

Office of Programs and Project

Management Jerry L.

Pettis VA Medical

Center Project Director

VA PG-18-13

Revisions: Date:

3185 C Airway Avenue Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com35% Submittal 09-22-17

65% Submittal 01-31-18 95% Submittal 03-22-19 100% Submittal 05-03-19 Final Submittal 05-27-19

NOTE:

FOR IRRIGATION DETAILS, SEE SHEET LI-102 N O R T H

LI-101

IRRIGATION PLAN

FEET

1" = 10'

10 30 40

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AutoCAD SHX Text A

AutoCAD SHX Text

DDCV

AutoCAD SHX Text

WV

AutoCAD SHX Text

ICV

AutoCAD SHX Text ICV's

AutoCAD SHX Text

6"FW PIPE (PEN. BLDG.)

AutoCAD SHX Text

WTR VLV/MTR (EXPOSED, NO BOX)

AutoCAD SHX Text

3' DR

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SCO

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SCO

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SCO

AutoCAD SHX Text ICV's

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ICV

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LP

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PKWY DRN.

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WV

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FH

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HC

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HC

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HC

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HC

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HC

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SWR PIPE STUB UP

AutoCAD SHX Text

SD PIPE STUB UP (1150.47INV)

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ASPH

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ASPH

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CONC

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CONC

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CONC

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CONC

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DIRT

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DIRT

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DIRT

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DIRT

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HC STRIPING (TYP.)

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AutoCAD SHX Text 1151.46

AutoCAD SHX Text 1149.82

AutoCAD SHX Text 1150.25

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AutoCAD SHX Text 1147.03

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FW

AutoCAD SHX Text

FW

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FW

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FW

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DCDA

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BFD

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FDC

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5/20/2019

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728 134th Street SW Suite 200

Everett, Washington 98204

Ph: 425 741-3800 www.reidmiddleton.com

Copyright 2017 Reid Middleton, Inc.

c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

Final Submittal

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

PhaseENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605-17-500

RENOVATION OF SURGICAL ONCOLOGY,

BLDG 31

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON STREET

LOMA LINDA, CA 92357

AG CH / NN05-27-2019

Approved:

Office of Programs and Project

Management Jerry L.

Pettis VA Medical

Center Project Director

VA PG-18-13

Revisions: Date:

3185 C Airway Avenue Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com35% Submittal 09-22-17

65% Submittal 01-31-18 95% Submittal 03-22-19 100% Submittal 05-03-19 Final Submittal 05-27-19

LI-102

IRRIGATION CALCS AND NOTES

IRRIGATION NOTES:

MAIN LINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN

SEPARATE SLEEVES. MAIN LINE SLEEVE SIZE SHALL BE A MINIMUM OF TWICE

THE DIAMETER OF THE PIPE TO BE SLEEVED OR AS INDICATED ON THE

DRAWINGS. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE

REQUIRED NUMBER OF WIRES UNDER PAVING.

LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND

SHALL BE INSTALLED PRIOR TO PAVING.

PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON DRAWINGS. NO

SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT

SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND

REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE SAID TIME OF

REJECTION.

FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY THE

OWNER'S REPRESENTATIVE.

120 V.A.C. ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE

PROVIDED BY OTHERS. THE IRRIGATION CONTRACTOR SHALL MAKE THE FINAL

CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER.

SPRINKLER HEADS SHALL BE PERPENDICULAR TO FINISH GRADE UNLESS

OTHERWISE SPECIFIED.

THE IRRIGATION CONTRACTOR SHALL FLUSH ALL DRIPLINES AND ADJUST

VALVES FOR OPTIMUM PERFORMANCE.

THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC., SHOWN WITHIN

PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN

PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL

VALVES IN SHRUB AREAS.

IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO BECOME

FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING

WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL

REPAIR OR REPLACE ITEMS DAMAGED BY WORK. SHALL ALSO COORDINATE

WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF

PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND

PAVING, ETC.

DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE

DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS,

GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT

MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH

OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF

THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION

IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL

RESPONSIBILITY FOR ANY REVISIONS NECESSARY.

SPRINKLER EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE

INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND

SPECIFICATIONS.

REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILED INFORMATION.

CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE

PLANS AT THE SITE PRIOR TO COMMENCEMENT WITH ANY WORK UNDER THIS

CONTRACT.

THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC

LIABILITY AND PROPERTY DAMAGE INSURANCE AS REQUIRED BY THE OWNER.

INSTALL ALL EQUIPMENT AND MATERIALS AS SHOWN ON THE DRAWINGS AND

PER THE SPECIFICATIONS.

PRIOR TO COMMENCEMENT OF WORK THE CONTRACTOR SHALL CONTACT THE

LANDSCAPE ARCHITECT AND COORDINATE ALL INSPECTIONS

EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR

EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND

CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR DAMAGE TO ANY

UTILITIES.

THE CONTRACTOR SHALL PROTECT WORK FROM DAMAGE AND THEFT AND

REPLACE ALL DAMAGED OR STOLEN PARTS AT THEIR EXPENSE UNTIL THE WORK

IS ACCEPTED IN WRITING BY THE OWNER.

THIS SYSTEM DESIGN IS BASED ON THE REGULATED OPERATING PRESSURE AND

THE MAXIMUM FLOW DEMAND SHOWN ON THE IRRIGATION DRAWINGS AT EACH

POINT OF CONNECTION.

THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS

EQUIPMENT, MATERIALS AND RUBBISH.

PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE OF 150 PSI

FOR TWO HOURS AND SHALL BE PROVEN WATER TIGHT.

IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO

MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE

DATE OF FINAL ACCEPTANCE OF THE WORK.

MATERIALS AND EQUIPMENT SHALL CONFORM TO APPLICABLE STATE OF

CALIFORNIA AND LOCAL CODES.

DRIPLINE TUBING NOTES

1. THE PIPE TRANSITION POINT SHALL CONNECT TO A PVC PIPE

HEADER.

2. CONNECT DRIPLINE TUBING TO COMPRESSION TRANSITION

FITTING FROM POLYPIPE TO PVC.

3. POLYPIPE SHALL RUN IN STRAIGHT LINES AND END AT A PVC

EXHAUST HEADER.

4. DO NOT LOOP, WRAP OR COIL POLYPIPE IN PLANTING AREAS.

5. WHERE POLYPIPE NEEDS TO CONNECT TO POLYPIPE, USE

COMPRESSION TEE FITTINGS.

6. POLYPIPE SHALL BE BURIED A MIN. 2" BELOW GRADE SO TOP

OF GRADE IS ABOVE THE TOP OF THE PIPE.

7. USE DRIPLINE STAKES TO SECURE DRIPLINE IN TRENCHES.

8. FLUSH CAPS / VALVES SHALL BE PLACED AT THE LOW POINT

OF THE SYSTEM, PREFERABLY WHERE DRAINS ARE LOCATED

AND NOT ADJACENT TO THE BUILDING.

9. ONE AIR RELIEF VALVE SHALL BE INSTALLED PER DRIP VALVE

AT THE HIGH POINT OF THE SYSTEM

CONTROLLER NOTE:

CONTRACTOR TO UTILIZE EXISTING MAXICOM CONTROLLER

LOCATED IN THE MAIN BUILDING: ADD ADDITIONAL STATIONS

PER THE IRRIGATION PLAN/LI-101 VIA THE EXISTING CONTROL

WIRES. ALL WORK SHALL BE COORDINATED WITH VA

MAINTENANCE OPERATIONS.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

RAIN BIRD XCZ-LF-100-PRF 4 4/LI-103

LOW FLOW DRIP CONTROL KIT, 1" LOW FLOW VALVE,

3/4" PRESSURE REGULATING RBY FILTER, AND 30PSI

PRESSURE REGULATOR. 0.2GPM-5GPM.PURPLE

VALVE LID.

PIPE TRANSITION POINT ABOVE GRADE 13

PIPE TRANSITION POINT FROM PVC LATERAL TO DRIP

TUBING WITH RISER TO ABOVE GRADE INSTALLATION.

RAIN BIRD MDCFPCAP 13 6/LI-103

DRIPLINE FLUSH VALVE PURPLE CAP IN

COMPRESSION FITTING COUPLER. FOR

NON-POTABLE WATER USE.

RAIN BIRD ARV050 3 3/LI-103

1/2" AIR RELIEF VALVE, MADE OF QUALITY

RUST-PROOF MATERIALS, WITH A 6.0" DRIP VALVE BOX

(SEB 7XB EMITTER BOX). USE WITH INSTALLATION

BELOW SOIL. THE VALVE WILL ALLOW AIR TO ESCAPE

THE PIPELINE, THUS PREVENTING WATER HAMMER

OR BLOCKAGE.

AREA TO RECEIVE DRIPLINE

RAIN BIRD XFS-P-06-18 (18) 3,000 S.F. 2/LI-103

XFS PRESSURE COMPENSATING DRIPLINE W/COPPER

SHIELD TECHNOLOGY. 0.6GPH EMITTERS AT 18.0" O.C.

LATERALS SPACED AT 18.0" APART, WITH EMITTERS

OFFSET FOR TRIANGULAR PATTERN. PURPLE TUBING

FOR NON-POTABLE WATER. SPECIFY XF INSERT

FITTINGS.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL

RAIN BIRD 44-NP 2 1/LI-103

1" BRASS QUICK-COUPLING VALVE, WITH

CORROSION-RESISTANT STAINLESS STEEL SPRING,

LOCKING NON-POTABLE PURPLE RUBBER COVER,

AND 2-PIECE BODY.

HAMMOND UP8301A 1 7/LI-103

CLASS 125 BRONZE BALL VALVE WITH WHEEL

HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT

VALVE LOCATION. SIZE RANGE - 1/4" - 3"

SPLICE BOX FOR EXISTING CONTROL WIRES 1 8/LI-103

IRRIGATION LATERAL LINE: PVC SCHEDULE 40-NP 532.6 L.F. 5/LI-103

IRRIGATION LATERAL LINE: 2" PVC SCHEDULE 40 30.0 L.F. 5/LI-103

IRRIGATION MAINLINE: PVC CLASS 315 SDR 13.5-NP 153.6 L.F. 5/LI-103

PIPE SLEEVE: DUCTILE IRON PIPE- CLASS 350 140.6 L.F. 5/LI-103

P

VALVE NUMBER

VALVE SIZE

VALVE FLOW# #

VALVE CALLOUT

IRRIGATION SCHEDULE

WIRE SLEEVE: 2" PVC SCHEDULE 40

PIPE SLEEVE: 2X SLEEVED PIPE SIZE CPVC SCH 40

AutoCAD SHX Text F

LOW VOLTAGE WIRES, 3 MAXIMUM.

WIRES PASS THROUGH GROOVES IN

TUBE LID TO ALLOW LID TO CLOSE.

CLOSE TUBE LID AFTER WIRE IS

INSERTED INTO TUBE.

POLY TUBE PRE-FILLED WITH

WATERPROOF GEL.

LOCK TABS PREVENT WIRE REMOVAL

ONCE CONNECTOR IS INSERTED.

SCOTCHLOK ELECTRICAL SPRING

CONNECTOR. WIRES SHALL BE

PRE-STRIPPED OF 1/2 INCH OF THE

INSULATION PRIOR TO INSERTION INTO THE

CONNECTOR. TWIST CONNECTOR ON TO

WIRES TO SEAT FIRMLY.

SCOTCHLOK CONNECTOR AND WIRES

INSERTED INTO TUBE UNTIL THE

CONNECTOR PASSES LOCK TABS.

NOTE:

WIRE CONNECTOR SHALL BE A 3M DBY - 6 DIRECT BURY SPLICE KIT.

IT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE,

AND A WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL.

SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2-3 #14 OR 2 #12

PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF WIRES

SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION.

WIRE CONNECTION

SCALE: N.T.S. SECTION

FINISH GRADE

PEA GRAVEL BACKFILL

(ONE CUBIC FOOT MINIMUM)

RECTANGULAR VALVE BOX

REFER TO SPECIFICATIONS

WIRE LABEL

CONTROL AND/OR COMMON WIRE. MAKE

WATERPROOF WIRE CONNECTION PER DETAIL '9'.

FILTER FABRIC

SPLICE BOX

SCALE: N.T.S. SECTION

M

I N

1 FINISH GRADE

M

I N

2 PVC UNION

3 RECTANGULAR PLASTIC VALVE BOX,

W/ LOCKING PURPLE PLASTIC

COVER BRANDED "GV"

4 GATE VALVE OR BALL VALVE W/

ROUND HANDLE (AS SPECIFIED)

5 PVC MAIN LINE

6 PVC MALE SCH 80 ADAPTER ( 2

REQUIRED)

7 ONE CUBIC FOOT 3/4" CRUSHED ROCK.

8 8" DIA. CL. 160 PVC SLEEVE W/ FLARED

BOTTOM CONTACTING SUPPLY LINE.

1 3

NOTE:

INSTALL VALVE BOX SO THAT TOP OF COVER IS 2" ABOVE FINISH

GRADE IN GROUND COVER AREAS AND 1/2" IN TURF AREAS

9 PVC FEMALE ADAPTER

10 FILTER FABRIC

11 PURPLE CHRISTY ID TAG

(ID-MAX-P-2-RC-006)

BALL OR GATE VALVE - 2 1/2" OR LESS (RECLAIMED)

SCALE: N.T.S. SECTION

M

I N

NOTE:

TEFLON TAPE ALL CONNECTIONS

QUICK COUPLER

SCALE: N.T.S. SECTION

FINISH GRADE IN TURF AREAS1

PLASTIC ROUND VALVE BOX WITH

BOLT DOWN COVER, USE STAINLESS

BOLT NUT AND WASHER. HEAT

BRAND "QC" ONTO LID. SEE LEGEND

/ SPECS FOR BOX COLOR

QUICK COUPLER KEY WITH MALE

HOSE BIB CONNECTION AS SHOWN,

KEY MUST CLEAR VALVE BOX

FINISH GRADE IN SHRUB AREAS4

QUICK COUPLER VALVE SEE LEGEND

FOR SPEC.

STAINLESS PUNCH LOK CLAMPS (2

REQ.)

BRASS NIPPLE (LENGTH AS REQ.)7

BRASS TRIPLE SWING JOINT (SIZE

PER QVC) USE TWO SCH 80 STREET

ELLS, ONE THREADED ELL FOR

ASSEMBLY

MAINLINE (SEE LEGEND/SPECS.)9

#4 x 36" REBAR STAKE10

LANDSCAPE FILTER FABRIC11

3/4" ROCK, 1 CUBIC FT12

1 TYPICAL DRIP LINE SYSTEM LAYOUT

SCALE: 1" = 1" PLAN

NOTE:

TRIANGULAR SPACE

EMITTERS AS SHOWN

BELOW

16 73

F

A

M

N

M

X

M

I N

M

I N

M

I N

M

I N

M

I N

TO LATERAL

TO AIR RELIEF /

FLUSH VALVE

TO AIR RELIEF / FLUSH

VALVE / LATERAL

TYPICAL DRIPLINE SECTION

PVC LATERAL TO SUPPLY HEADER PIPE TRANSITION FROM SUPPLY HEADER TO DRIP TUBING

12 13 1 1415

1 10 11

13 15

PRESSURE-COMPENSATING IN-LINE EMITTER TUBING: SEE

LEGEND

PVC SUPPLY HEADER2

PVC RISER FROM 12" LATERAL TO 4" SUPPLY HEADER - SEE

DETAIL, THIS SHEET

PIPE TRANSITION POINT FROM PVC HEADER TO EMITTER

TUBING

PVC MAINLINE - SEE PLAN6

XERIGATION CONTROL VALVE - SEE LEGEND7

FLUSH VALVE AT LOW POINT OF SYSTEM - SEE LEGEND8

AIR RELIEVE VALVE AT HIGH POINT OF SYSTEM - SEE

LEGEND

½" COMP X ¾" MPT ADAPTER10

SCH 40 PVC TEE (SxSxT)11

BARB x BARB TEE12

TOP OF MULCH (SEE SPECS)13

TIE DOWN STAKE @ 6'-0" O.C. AND AT BENDS AND ENDS.14

FINISHED GRADE15

TOP SOIL COVER16

PVC SCH 4017

TOP OF MULCH

SUBTERRANEAN EMITTER BOX:

RAINBIRD SEB-7XB OR EQUAL

RAINBIRD AIR RELIEF VALVE KIT

OR EQUAL

3" MINIMUM DEPTH OF ¾"

WASHED GRAVEL

PVC HEADER - SEE TYPICAL DRIPLINE

SYSTEM DETAIL, THIS SHEET

FINISH GRADE

1 2

PVC SCH 40 TEE SxSxT

AIR RELIEF VALVE TO PVC HEADER

SCALE: N.T.S. VIEW

SAND BACKFILL

SCH. 40 P.V.C. OR

SCH 80, SEE NOTES

ABOVE, 2X LINE SIZE

CONTROL WIRES USE

SEPARATE P.V.C. SCH

40 SLEEVE UNDER

ALL PAVING 2 ½" MIN.

MAINLINE

MAIN LINE

CONTROL WIRES

TAPED AT 10'

INTERVALS

BELOW MAINLINE

MAIN LINE AND CONTROL WIRES

IN AVERAGE SOIL CONDITIONS

DIMENSION (PIPE)

UP TO 2 1/2" SIZE

3" - 5 1/2" SIZE

A

18"

24"

MAIN LINE & CONTROL

WIRES UNDER PAVING

DIMENSION A

B

24" 4"

LATERAL PIPES

DIMENSION

ALL HEADS (UNLESS

OTHERWISE SPEC'D)

A

12"

FINISH SURFACE

PAVING

SUBBASE

FINISH GRADE

FINISH GRADE

LATERAL LINE-

SEE SECTION

'B' FOR

UNDER

PAVING

CONDITION.

SECTION C

SECTION A

SECTION B

NOTE: TRENCHES TO BE WIDE ENOUGH TO ALLOW 4" MIN.

HORIZONTAL CLEARANCE BETWEEN PARALLEL PIPES. COMPACT

TRENCH BACKFILL TO COMPACTION SAME AS ADJACENT AREAS

AND TO 90% COMPACTION IN PAVED AREAS.

'A' IS MEASURED

BELOW AGGREGATE

BASE OF PAVING

SECTION A SECTION B

SECTION C

B

B

B

A

A

A

PIPE SLEEVING AND TRENCHING

SCALE: N.T.S. SECTION

6" SIZE or GREATER 24"

SLEEVES UNDER ROADS / PAVING:

6" DIA OR LESS 36" COVER

GREATER THAN 6" 48" COVER

SCH 80 PVC

SLEEVES UNDER PAVING(NON-ROAD)

LESS THAN 3" DIA. 18" COVER

3" - 5 1/2" 24" COVER

6" OR GREATER 36" COVER

SCH 40 PVC

WARNING TAPE -

SEE NOTE BELOW

1 TOP SOIL COVER

TOP OF MULCH (SEE SPECS)

3 7-INCH VALVE BOX

RAIN BIRD SEB-7XB

4 RAINBIRD 'MDCFP' FLUSH CAP

5 RAINBIRD 'MDCFCOUP' COUPLING

6 'BLANK' LANDSCAPE DRIPLINE

TUBING

12 3

7 BRICK (1 OF 2)

8 3-INCH MINIMUM DEPTH OF

3/4-INCH WASHED GRAVEL

NOTE:

ALLOW A MIN. OF 6-INCHES OF

DRIPLINE TUBING IN BOX IN

ORDER TO DIRECT FLUSHED

WATER OUTSIDE VALVE BOX.

5 9 6

9 RAINBIRD 'MDMPT' ADAPTER

FROM PVC TO COUPLER

MANUAL FLUSH CAP CONNECT TO PVC HEADER

SCALE: N.T.S. VIEW

6XERIGATION CONTROL ZONE KIT - LOW FLOW

SCALE: 1" = 1" VIEW

13 14 15

16 17 5 19

FINISH GRADE / TOP OF MULCH1

VALVE BOX WITH COVER: JUMBO SIZE

HEAT BRAND 'RCV' AND CONTROLLER

STATION # ONTO LID.

30-INCH LINEAR LENGHT OF WIRE,

COILED

WATERPROOF CONNECTION4

FILTER FABRIC5

CHRISTY ID TAG6

REMOTE CONTROL VALVE (INCLUDED

ON CONTROL ZONE KIT) SEE PLAN

FOR SIZE.

PRESSURE REGULATING QUICK

FILTER (INCLUDED IN CONTROL ZONE

KIT)

PVC SCH 40 FEMALE ADAPTOR9

LATERAL PIPE (TO SYSTEM)10

PVC SCH 80 NIPPLE (2-INCH LENGTH,

HIDDEN) AND PVC SCH 40 ELL

PVC SCH 40 ELL12

PVC SCH 80 NIPPLE (2-INCH LENGTH,

HIDDEN) AND PVC SCH 40 ELL

PVC SCH 40 TEE OR ELL14

MAINLINE PIPE15

3-INCH MIN. DEPTH OF 3/4-INCH

WASHED GRAVEL

1" X 3/4" REDUCING COUPLING17

PVC UNION18

BRICK (1 OF 4)19

5/20/2019

Signature

Date

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728 134th Street SW Suite 200

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Ph: 425 741-3800 www.reidmiddleton.com

Copyright 2017 Reid Middleton, Inc.

c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

Final Submittal

U.S. Department of Veterans Affairs

B

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F

A

B

C

D

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21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605-17-500

RENOVATION OF SURGICAL ONCOLOGY,

BLDG 31

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON STREET

LOMA LINDA, CA 92357

AG CH / NN05-27-2019

Approved:

Office of Programs and Project

Management Jerry L.

Pettis VA Medical

Center Project Director

VA PG-18-13

Revisions: Date:

3185 C Airway Avenue Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com35% Submittal 09-22-17

65% Submittal 01-31-18 95% Submittal 03-22-19 100% Submittal 05-03-19 Final Submittal 05-27-19

LI-103

IRRIGATION DETAILS

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PI-103

TREES BOTANICAL NAME / COMMON NAME SIZE WUCOLS QTY DETAIL

PRUNUS CAMPANULATA / TAIWAN CHERRY 24" BOX MEDIUM 11 B/LP-102

SHRUBS BOTANICAL NAME / COMMON NAME SIZE WUCOLS QTY DETAIL

AGAVE AMERICANA / CENTURY PLANT 24"BOX LOW 1 A/LP-102

AGAVE DESMETTIANA `VARIEGATA` / VARIEGATED AGAVE 15 GAL LOW 15 A/LP-102

AGAVE VICTORIAE-REGINAE / QUEEN VICTORIA AGAVE 5 GAL LOW 233 A/LP-102

CAESALPINIA PULCHERRIMA `PHOENIX` / PHOENIX BIRD OF PARADISE 15 GAL LOW 1 A/LP-102

HESPERALOE PARVIFLORA `BRAKELIGHTS` TM / BRAKELIGHTS RED YUCCA 5 GAL LOW 94 A/LP-102

MISCANTHUS SINENSIS `LITTLE ZEBRA` / SILVER GRASS 5 GAL MEDIUM 22 A/LP-102

PENNISETUM SETACEUM `RUBRUM DWARF` / DWARF PURPLE LEAVED FOUNTAIN GRASS 5 GAL MEDIUM 12 A/LP-102

STRELITZIA REGINAE / BIRD OF PARADISE 5 GAL MEDIUM 36 A/LP-102

GROUND COVERS BOTANICAL NAME / COMMON NAME SIZE WUCOLS SPACING QTY DETAIL

DECOMPOSED GRANITE MULCH-GOLD / 3`` DEPTH 3" DEEP 3,400 SF

ROCK MULCH / 3`` DEPTH 3" DEEP 386 SF

GREY - TO MATCH EXISTING/TO BE PLACED IN A 2` WIDE AREA ADJACENT TO THE

BUILDING

A

Ad

A

A

AS

PLANT SCHEDULE

PLANTING KEYNOTES

SYMBOL DESCRIPTION DETAIL

REMOVE AND DISPOSE EXISTING GRAY ROCK MULCH.

CONTRACTOR TO INSTALL 3" ROCK(SEE LEGEND ABOVE) TO

MATCH EXISTING ADJACENT BUILDING. CONTRACTOR SHALL

PROVIDE SAMPLE OF ADJACENT ROCK MULCH TO SUPPLIER

TO MATCH COLOR/SIZE/TYPE - INSTALL PER ROCK MULCH

DETAIL `C` ON SHEET LP-102

ROOT BARRIER C/LP-102

PI-101

PI-102

PI-103

REFERENCE NOTES SCHEDULE

NOTE:

CONTRACTOR TO INSTALL MIRAFI 140N NON WOVEN FILTER FABRIC

UNDER ALL MULCH IN ALL PLANTING AREAS. INSTALL PER

MANUFACTURERS RECOMMENDATIONS.

5/20/2019

Signature

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728 134th Street SW Suite 200

Everett, Washington 98204

Ph: 425 741-3800 www.reidmiddleton.com

Copyright 2017 Reid Middleton, Inc.

c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

Final Submittal

U.S. Department of Veterans Affairs

B

C

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F

A

B

C

D

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F

21 4 5 6 7 8 9 10

PhaseENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605-17-500

RENOVATION OF SURGICAL ONCOLOGY,

BLDG 31

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON STREET

LOMA LINDA, CA 92357

AG CH / NN05-27-2019

Approved:

Office of Programs and Project

Management Jerry L.

Pettis VA Medical

Center Project Director

VA PG-18-13

Revisions: Date:

3185 C Airway Avenue Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com35% Submittal 09-22-17

65% Submittal 01-31-18 95% Submittal 03-22-19 100% Submittal 05-03-19 Final Submittal 05-27-19

NOTE:

FOR PLANTING DETAILS, SEE SHEET LP-102 N O R T H

LP-101

PLANTING PLAN

FEET

1" = 10'

10 30 40

NOTE:

TREES SHALL NOT EXCEED 20' IN HEIGHT

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3' DR

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H

ROOT BARRIER

SCALE: NTS PLAN VIEW / SECTION

CL

S E

E N

O

TE

6'-0" 6'-0"

1"

" NOTE:

ROOT BARRIER IS

REQUIRED WHERE

TREE IS 6'-0" OR LESS

FROM EDGE OF

HARDSCAPE.

SECTION

PLAN

HARDSCAPE1

ROOT BARRIER (SEE

SPECS)

TRENCH FOR ROOT

BARRIER ALONG EDGE

OF HARDSCAPE MAY BE

SAME AS IRRIGATION

TRENCH WHERE

APPLICABLE (BACKFILL

SAME AS ADJACENT

MATERIAL)

SET TOP OF ROOT

BARRIER 1" BELOW

FINISH GRADE

TREE PLANTING PER

PLANS AND DETAILS

TYPAR BIOBARRIER

FABRIC ON INSIDE OF

ROOT BARRIER

C GRAVEL MULCH

SCALE: 1" = 1'-0" SECTION

3" M

IN

. 1 3

3" MINIMUM GRAVEL MULCH OR DECOMPOSED GRANITE - SEE CONSTRUCTION PLAN1

CONTRACTOR TO INSTALL MIRAFI 140N NON WOVEN FILTER FABRIC UNDER ALL ROCK

MULCH IN ALL PLANTING AREAS. INSTALL WITH GALVANIZED STAPLES AT 4' O.C. WITH

12" OVERLAP.

ADJACENT HARDSCAPE - SEE CONSTRUCTION PLAN3

COMPACTED SUBGRADE PER GEO-TECHNICAL SOILS REPORT RECOMMENDATIONS5

D

NOTE:

PROVIDE HUMATE PLUS CONDITIONER (AVAILABLE THROUGH

TRI-C ENTERPRISES (800) 927-3311) EVENLY DISTRIBUTED

THROUGH BACKFILL AT A RATE OF:

1 TSP / 1 GAL.

1 TBL / 5 GAL.

3 TBL / 15 GAL.

2 x DIAMETER

1 1, 5 OR 15 GALLON SHRUB

2 2" LAYER OF MULCH EXCEPT

@ ROOT CROWN

3 WATER BASIN

4 AMENDED SOIL FOR PLANTING -

SEE PLANTING SPECIFICATIONS

5 PLANT PIT EXCAVATION, FLARE

SIDES 60°

6 NATIVE SOIL MANTLE

7 PLANT TABLETS:

TRI-C MYCO TABS

(2) PER 1 GAL

(8) PER 5 GAL

(16) PER 15 GAL

SHRUB PLANTING

SCALE: N.T.S. SECTION

A TREE PLANTING - DOUBLE STAKE (24"-36" BOX)

SCALE: N.T.S. SECTION

PLANT PIT EXCAVATION,

SCARIFY BOTTOM & SIDES

OF PITS - FLARE TO 60°

UNAMENDED FRIABLE SOIL

MANTLE

TREE (SEE PLANTING PLAN)

CINCH TIE BY V.I.T.

PRODUCTS (4) PER TREE.

SECURE TO LODGEPOLE W/

GALV. NAIL

(2) 2 1/2" DIA. LODGE POLE

PINE TREE STAKE - INSTALL

NO CLOSER THAN 2" FROM

ROOTBALL

MULCH SPECIFICATIONS,

EXCEPT AT ROOT CROWN

ROOT CROWN

AMENDED SOIL IN UPPER

12" OF PLANT PIT - 100%

NON-COMPACTED NATIVE

SOIL BELOW (UNLESS

OTHERWISE SPEC'D)

PLANT TABLETS:

TRI-C MYCO TABS

(22) PER 24" BOX OR EQUAL

SURROUNDING SOIL

M

I N

2x DIA. OF

ROOTBALL

ARBOR GUARD FOR ALL

TREES INSTALLED IN TURF

- 24" DIA. CIRCLE CUT OUT

W/ 2" MULCH.

NOTE:

ALIGN STAKES PARALLEL TO

PREVAILING WIND. TREES

CLOSER THAN 5' FROM

PAVING TO RECEIVE 24" H

APPROVED ROOT BARRIER.

STAKES: 12' LONG WITH 30"

BURIED

B

5/20/2019

Signature

Date

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728 134th Street SW Suite 200

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Ph: 425 741-3800 www.reidmiddleton.com

Copyright 2017 Reid Middleton, Inc.

c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

Final Submittal

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

PhaseENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605-17-500

RENOVATION OF SURGICAL ONCOLOGY,

BLDG 31

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON STREET

LOMA LINDA, CA 92357

AG CH / NN05-27-2019

Approved:

Office of Programs and Project

Management Jerry L.

Pettis VA Medical

Center Project Director

VA PG-18-13

Revisions: Date:

3185 C Airway Avenue Costa Mesa, CA 92626 P: 714-545-2898 F: 714-545-2878 bgb-inc.com35% Submittal 09-22-17

65% Submittal 01-31-18 95% Submittal 03-22-19 100% Submittal 05-03-19 Final Submittal 05-27-19

LP-102

PLANTING DETAILS

PLANTING NOTES:

PRE-PLANT WEED CONTROL:

1. IF LIVE PERENNIAL WEEDS EXIST ON SITE AT THE BEGINNING OF

WORK, SPRAY WITH A NON-SELECTIVE SYSTEMIC CONTACT

HERBICIDE, AS RECOMMENDED AND APPLIED BY AN APPROVED

LICENSED LANDSCAPE PEST CONTROL ADVISOR AND APPLICATOR.

LEAVE SPRAYED PLANTS INTACT FOR AT LEAST FIFTEEN (15) DAYS

TO ALLOW SYSTEMIC KILL.

2. CLEAR AND REMOVE THESE EXISTING WEEDS BY MOWING OR

GRUBBING OFF ALL PLANT PARTS AT LEAST 1/4" BELOW THE

SURFACE OF THE SOIL OVER THE ENTIRE AREA TO BE PLANTED.

3. AFTER IRRIGATION SYSTEM IS OPERATIONAL, APPLY WATER FOR

FIVE (5) TO TEN (10) DAYS AS NEEDED, TO ACHIEVE WEED

GERMINATION. APPLY CONTACT HERBICIDES AND WAIT AS NEEDED

BEFORE PLANTING. REPEAT, IF REQUIRED BY OWNER.

4. MAINTAIN SITE WEED FREE UNTIL FINAL ACCEPTANCE BY OWNER

UTILIZING MECHANICAL AND CHEMICAL TREATMENT.

GENERAL NOTES:

1. CONTRACTOR SHALL LOCATE ALL STORM DRAIN, GAS, ELECTRICAL

AND ALL OTHER UTILITY LINES IN FIELD PRIOR TO THE INSTALLATION

OF TREES. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF

ANY CONFLICT WITH TREE LOCATIONS AND STORM DRAIN/UTILITY

LINES. ADJUSTMENTS WILL BE MADE ACCORDINGLY.

2. INSTALL ROCK MULCH AS SPECIFIED. MULCH SHALL MATCH

EXISTING ADJACENT ROCK ON SITE AND AS APPROVED BY V.A.

PROJECT MANAGER.

3. SOIL AMENDMENTS SHALL BE USED FOR INCREASED SOIL

PENETRATION AND PLANT HEALTH. SOIL AMENDMENTS AND

QUANTITIES SHALL BE BASED ON FINAL HORTICULTURAL SOILS

ANALYSIS THROUGH A QUALIFIED AGRICULTURAL LABORATORY. SEE

SPECIFICATIONS, FOR GENERAL PURPOSE SPECIFICATION. A

MINIMUM OF 2 CUBIC YARDS OF SOIL AMENDMENT SHALL BE USED

PER 1000 SQUARE FEET OF PLANTER AREA. SUCH AMENDMENT

SHALL BE TILLED TO A 6" DEPTH.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTINUOUS

PROTECTION OF ALL PLANT MATERIALS ON-SITE UNTIL TURNOVER.

5. THE PLACEMENT OF ALL TREES, SHRUBS, GROUNDCOVERS AND

VINES SHALL BE REVIEWED BY THE LANDSCAPE ARCHITECT PRIOR

TO PLANTING. ANY TREE OR SHRUB THAT IS PLANTED WITHOUT

PRIOR REVIEW IS SUBJECT TO REMOVAL AND RELOCATION IF

DEEMED NECESSARY. ALL PLANT MATERIAL SHALL BE SUBJECT TO

INSPECTION AND APPROVAL BY LANDSCAPE ARCHITECT.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECT

PLANT HEIGHTS ABOVE GRADE.

7. ALL SPECIMEN TREES ARE TO BE PRUNED AFTER PLANTING BY

LANDSCAPE CONTRACTOR.

8. LANDSCAPE ARCHITECT SHALL OVERSEE ALL PRUNING OPERATIONS.

9. ALL PLANTS SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA

NURSERY ASSOCIATION WITH REGARD TO SIZE AND CONDITION.

TREE PLANTING NOTES:

1. ALL TREES SHALL BE STAKED / GUYED PER APPROVED LANDSCAPE

STANDARD DETAILS. SEE PLANTING DETAIL SHEET.

2. CONTRACTOR SHALL LOCATE ALL STORM DRAIN AND UTILITY LINES

IN FIELD PRIOR TO THE INSTALLATION OF TREES. CONTRACTOR

SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY CONFLICT WITH TREE

LOCATIONS AND STORM DRAIN/UTILITY LINES. ADJUSTMENTS WILL

BE MADE ACCORDINGLY.

ROOT BARRIER NOTE:

ALL TREES PLANTED WITHIN 5'-0" OF HARDSCAPE AREAS (I.E., WALLS,

SIDEWALKS, BUILDINGS, STRUCTURES, ETC.) SHALL BE PLANTED WITH

ROOT BARRIERS. BARRIER SHALL EXTEND A MINIMUM OF 5'-0" ON EACH

SIDE OF TRUNK. PROVIDE 18" DEEP ROOT BARRIER ADJACENT TO PAVING.

PROVIDE 24" DEEP ROOT BARRIER ADJACENT TO CURB. SEE PLANTING

DETAIL SHEET FOR ROOT BARRIER DETAIL.

PLANT QUANTITIES:

CONTRACTOR SHALL NOTE THAT THE QUANTITIES ON PLANT LEGEND

HAVE BEEN PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL

PROVIDE HIS OWN QUANTITIES FOR BID PREPARATION. ANY

DISCREPANCIES IN PLANT QUANTITIES AND SIZES SHALL BE BROUGHT TO

THE ATTENTION OF THE LANDSCAPE ARCHITECT.

PLANT INSTALLATION

1. ALL PLANTS SHALL BE VERIFIED BY LANDSCAPE ARCHITECT BY

ON-SITE INSPECTION OR THROUGH PHOTOGRAPHS FROM NURSERY

PRIOR TO PLANTING. PLANTS MAY BE SUBJECT TO REPLACEMENT

BY THE DISCRETION OF THE LANDSCAPE ARCHITECT.

2. PRIOR TO PLANTING, PLANTS SHALL BE LOCATED ABOVE GRADE ON

SITE IN THEIR CONTAINERS IN THE LOCATION OF FINAL PLANTING

PER THE APPROVED PLANTING PLAN.

3. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED WITHIN 48 HOURS

TO INSPECT THE FINAL LOCATIONS FOR ALL PLANT MATERIAL .

MAINTENANCE

1. ALL LANDSCAPE AND IRRIGATION SHALL BE MAINTAINED FOR A

PERIOD OF 90 DAYS AFTER INITIAL INSTALLATION, UNLESS

OTHERWISE AGREED UPON IN WRITING. THE CONTRACTOR SHALL

PROVIDE A ONE (1) YEAR WARRANTY ON SURVIVAL OF ALL PLANT

MATERIAL.

2. MAINTENANCE SHALL NOT BE TURNED OVER IN PHASES, UNLESS

OTHERWISE AGREED UPON IN WRITING.

3. SEE MAINTENANCE SPECIFICATIONS SHEET FOR COMPLETE

MAINTENANCE REQUIREMENTS, SCHEDULE AND TURN OVER.

UP

139 SF

ELEC

EL-1

148 SF

MECHANICAL

D O

O R28

180 36"

5.6"

STAIR

69 18

.7

DOOR

.8

DOOR

.6

69 OCC.

STAIR

D O

O R120

180 36"

24"

1HR

1HR

H

R

H

R

FH

NIC

18 SF

MECHANICAL

1109A

DOOR

2 21

0.

4"

68 SF

ELEV MACHINE

EM

EXAM 1

1A-115

EXAM 2

1A-113

EXAM 4

1A-109

WORKROOM

1A-107

TRIAGE - BARIATRIC

1A-102

EXAM 5

1A-112

STAFF TOILET

1A-122 CLEAN LINEN

1A-128

OFFICE-PROGRAM MGR

1B-208

OFFICE-2 RESIDENT

1B-209

QI OFFICE

1B-212

LOUNGE

1B-214

OFFICE-SOCIAL CASE MGR

1B-207

PUBLIC TOILET (M)

1B-218

PUBLIC TOILET (F)

1B-216

CORRIDOR

C1-1

HOUSEKEEPING

1B-217

ELEV

25 OCC.

28 OCC.

109 SF

ELEV LOBBY

EL 2

TUMOR REGISTER

1B-215

91 OCC.

GURNEY WAITING

25 OCC.

2HR

H

R

2HR

H

R

1HR

H

R

H

R

TRIAGE

1A-105

FELLOW HOTEL WK

1A-119

WORKSTATIONS

1A-121

WORKSTATIONS-MD

1A-123

CHIEF OFFICE

1A-125

OFFICE-PHARMACIST

1A-127

CLEAN UTILITY

1A-129

GAS STORAGE

1A-117

ALCOVE, PRINT

1A-124

1351 SF

WAITING

1B-201

NURSE WORK

1A-104

PROCEDURE

1A-132

MED ROOM

1A-110

PATIENT TOILET

1A-101

TRIAGE

1A-103

SOILED UTILITY

1A-130

EXAM 6

1A-114

STORAGE

1B-206COPY

1B-205

STAFF TOILET

1B-211

CORRIDOR

C1-2

1HR

H

R

1HR

H

R

H

R

2HR

2HR

EXAM 3

1A-111

1HR

CORRIDOR

C1-5

CORRIDOR

C1-6

CORRIDOR

C1-3

CORRIDOR

C1-4

KEY PLAN

BA

N

SYMBOLS LEGEND

EXISTING BUILDING

OCCUPANTS / ROOM

D O

O

RX

X" X"

X.X"

ACTUAL CUMULATIVE POPULATION

WIDTH REQ'D BY CODE BASED ON

ACTUAL CUMULATIVE POPULATION

ACTUAL WIDTH PROVIDED

POPULATION PERMITTED BASED

ON WIDTH PROVIDED

1 HR. RATED ASSUMBLY

XX

FIRE EXTINGUISHER CABINETFEC

ASSUMED IMAGINARY LINE PER

IBC 2009 CH. 7, SEC 705.3

"...BUILDINGS ON THE SAME LOT

SHALL BE ASSUMED TO HAVE AN

IMAGINARY LINE BETWEEN

THEM..."

PATH OF EGRESS

2 HR. RATED ASSUMBLY

SPRINKLER RISERR

DOUBLE CHECK VALVE & FIRE

DEPARTMENT CONNECTION

FH FIRE HYDRANT

15231 Laguna Canyon Road, Suite 200 Irvine, CA 92618

Tel: 949-417-7550 Fax: 949-585-9391

N

13220 Evening Creek Drive S Suite 115 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com Copyright 2019 Reid Middleton, Inc.

c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Final Submittal

Office of Programs and Project

Management Jerry L.

Pettis VA Medical

Center 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

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605-17-500

RENOVATION OF SURGICAL ONCOLOGY,

BLDG 31

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON STREET

LOMA LINDA, CA 92357

JC BP05-27-19

Project Director

Scale:

VA PG-18-1335% Submittal 09-22-17

65% Submittal

95% Submittal

01-31-18

03-22-19

05-03-19100% Submittal

EC PROJECT NO. 20170433

05-27-19Final Submittal

C R e v it L o c a l F ile s \V

A L o m a L in d a C

C A

C

E N

T R

A L b p e g a h i.

rv t /2

/2

:0

:0

A

M

As indicated

LS-101

FIRST FLOOR LIFE SAFETY/

EXITING PLAN

1/8" = 1'-0"

CODE COMPLIANCE DIAGRAM - LEVEL 01

OCCUPANCY SCHEDULE - LEVEL 01

Number Name Occupancy Area Occupancy

Factor Occupant

Load Required

Exits

1A-101 PATIENT TOILET 61 SF 100 1 1

1A-102 TRIAGE - BARIATRIC 115 SF 100 1 1

1A-103 TRIAGE 92 SF 100 1 1

1A-104 NURSE WORK 103 SF 100 3

1A-105 TRIAGE 95 SF 100 1 1

1A-107 WORKROOM 313 SF 100 9 1

1A-109 EXAM 4 112 SF 100 2 1

1A-110 MED ROOM 62 SF 100 1 1

1A-111 EXAM 3 107 SF 100 2 1

1A-112 EXAM 5 113 SF 100 2 1

1A-113 EXAM 2 114 SF 100 2 1

1A-114 EXAM 6 110 SF 100 2 1

1A-115 EXAM 1 108 SF 100 2 1

1A-116 CRASH CART 9 SF N/A

1A-117 GAS STORAGE 47 SF 300 1 1

1A-119 FELLOW HOTEL WK 145 SF 100 4 1

1A-121 WORKSTATIONS 134 SF 100 4 1

1A-122 STAFF TOILET 67 SF 100 1 1

1A-123 WORKSTATIONS-MD 136 SF 100 3 1

1A-124 ALCOVE, PRINT 6 SF N/A

1A-125 CHIEF OFFICE 113 SF 100 1 1

1A-127 OFFICE-PHARMACIST 90 SF 100 2 1

1A-128 CLEAN LINEN 23 SF 300 1 1

1A-129 CLEAN UTILITY 62 SF 300 1 1

1A-130 SOILED UTILITY 60 SF 300 1 1

1A-132 PROCEDURE 141 SF 100 2 1

1B-201 WAITING 1351 SF 15 88 2

1B-205 COPY 91 SF 100 1 1

1B-206 STORAGE 74 SF 300 1 1

1B-207 OFFICE-SOCIAL CASE MGR 115 SF 100 1 1

1B-208 OFFICE-PROGRAM MGR 108 SF 100 2 1

1B-209 OFFICE-2 RESIDENT 99 SF 100 2 1

1B-210 STAFF LOCKERS 22 SF N/A

1B-211 STAFF TOILET 62 SF 100 1 1

1B-212 QI OFFICE 219 SF 100 2 1

1B-214 LOUNGE 134 SF 15 9 1

1B-215 TUMOR REGISTER 138 SF 100 3 1

1B-216 PUBLIC TOILET (F) 60 SF 100 1 1

1B-217 HOUSEKEEPING 88 SF 300 1 1

1B-218 PUBLIC TOILET (M) 63 SF 100 1 1

1109 MECHANICAL 148 SF 300 1 1

1109A MECHANICAL 18 SF 300 1 1

B-203 RECEPTION 168 SF 100 3

EL ELEV LOBBY 109 SF 100 2 1

EL-1 ELEC 139 SF 300 1 1

EM ELEV MACHINE 68 SF 300 1 1

GRN-1 GURNEY WAITING 51 SF N/A

Revisions: Date:

DN

FEC

FEC

F E

C

CGCG

CGCG

CG

CG CG

CGCG

CG

CG

CG

CG

CG

KEY PLAN

N

SYMBOLS LEGEND

EXISTING BUILDING

OCCUPANTS / ROOM

D O

O

RX

X" X"

X.X"

ACTUAL CUMULATIVE POPULATION

WIDTH REQ'D BY CODE BASED ON

ACTUAL CUMULATIVE POPULATION

ACTUAL WIDTH PROVIDED

POPULATION PERMITTED BASED

ON WIDTH PROVIDED

1 HR. RATED ASSUMBLY

XX

FIRE EXTINGUISHER CABINETFEC

ASSUMED IMAGINARY LINE PER

IBC 2009 CH. 7, SEC 705.3

"...BUILDINGS ON THE SAME LOT

SHALL BE ASSUMED TO HAVE AN

IMAGINARY LINE BETWEEN

THEM..."

PATH OF EGRESS

2 HR. RATED ASSUMBLY

SPRINKLER RISERR

DOUBLE CHECK VALVE & FIRE

DEPARTMENT CONNECTION

FH FIRE HYDRANT

EMS CLOSET

2C-102

STAFF MEN'S TOILET

2C-104

PHYSICIAN WORKROOM

2C-124

BREAK ROOM

2C-115

SOILED UTILITY

2C-123

PATIENT TOILET(F)

2C-108

EXAM 14

2C-112

EXAM 14

ELEV

EXAM 13

2C-121

CHIEF OFFICE

2C-126

CONFERENCE ROOM

2C-130

OFFICE PHARMACY

2C-128

STAFF WOMEN'S TOILET

2C-106

ELEVATOR AND WAITING

2B-100

ELEC

EL-2

NS

2A-101A

INFUSION

2A-101

NS

2A-101C

PAT TOILET

2A-101E

WHEELCHAIR ALCOVE

2A-103

CLEAN/ LINEN ROOM

2A-106

UNISEX RESTROOM

2A-102

NOURISH

MEDICATION ROOM

2A-104

ROOF ACCESS

2A-107

SOILED UTILITY ROOM

2A-108

IT

IT-2

69 OCC

EXISTING

STAIR TO BE

SHARED

NIC

26 OCC.

D O

O R59

180 36"

11.8"

17 OCC.

22 OCC.

STAIR

69 18

.7

42 OCC.

O

C C

STAIR

EXAM 10

2C-113

EXAM 9

2C-111

EXAM 8

2C-109

EXAM 7

2C-107

EXAM 11

2C-117

EXAM 12

2C-119

ISOLATION ROOM

2A-105A

SHARED OFFICE

2A-109

ISOLATION TOILET

2A-105B

PATIENT TOILET(M)

2C-110

63 OCC.

S

NS

2A-101B

ISOLATION ROOM ANTE

2A-105

CORRIDOR

C2-2

LOCKERS

2C-100

CORRIDOR

C2-1

14212

2 2 2 2

1 1 1 1

2HR

H

R

2HR

H

R

2HR

2HR

H

R

H

R

HD ANTE ROOM

2C-120

NON-HD ANTE ROOM

2C-116

NON HD COMPOUNDING

2C-118

WORK AREA

2C-125

DONNING ROOM

2C-114

SUB WAITING

2B-101

H

R

H

R

2HR

2HR

2HR

2HR

H

R

H

R

15231 Laguna Canyon Road, Suite 200 Irvine, CA 92618

Tel: 949-417-7550 Fax: 949-585-9391

N

13220 Evening Creek Drive S Suite 115 San Diego, California 92128-4103 Ph: 858.668.0707 www.reidmiddleton.com Copyright 2019 Reid Middleton, Inc.

c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Final Submittal

Office of Programs and Project

Management Jerry L.

Pettis VA Medical

Center 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

Phase

ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

605-17-500

RENOVATION OF SURGICAL ONCOLOGY,

BLDG 31

VA LOMA LINDA HEALTHCARE SYSTEM

11201 BENTON STREET

LOMA LINDA, CA 92357

JC BP05-27-19

Project Director

Scale:

VA PG-18-1335% Submittal 09-22-17

65% Submittal

95% Submittal

01-31-18

03-22-19

05-03-19100% Submittal

EC PROJECT NO. 20170433

05-27-19Final Submittal

C R e v it L o c a l F ile s \V

A L o m a L in d a C

C A

C

E N

T R

A L b p e g a h i.

rv t /2

/2

:0

:2

A

M

As indicated

LS-102

SECOND FLOOR LIFE SAFETY/

EXITING PLAN

1/8" = 1'-0"

CODE COMPLIANCE DIAGRAM - LEVEL 02

OCCUPANCY SCHEDULE - LEVEL 02

Number Name Occupancy Area Occupancy

Factor Occupant

Load Required

Exits

2A-101A NS 168 SF 100 2 1

2A-101B NS 78 SF 100 1 1

2A-101C NS 66 SF 100 2 1

2A-101E PAT TOILET 60 SF 100 1 1

2A-102 UNISEX RESTROOM 53 SF 100 1 1

2A-103 WHEELCHAIR ALCOVE 50 SF 100 1 1

2A-103D NOURISH 14 SF 100 1 1

2A-104 MEDICATION ROOM 63 SF 100 1 1

2A-105 ISOLATION ROOM ANTE 66 SF 100 1 1

2A-105A ISOLATION ROOM 139 SF 100 2 1

2A-105B ISOLATION TOILET 61 SF 100 1 1

2A-106 CLEAN/ LINEN ROOM 99 SF 300 1 1

2A-107 ROOF ACCESS 43 SF 300 1 1

2A-108 SOILED UTILITY ROOM 76 SF 300 1 1

2A-109 SHARED OFFICE 135 SF 100 2 1

2B-100 ELEVATOR AND WAITING 200 SF 100 2 1

2B-101 SUB WAITING 249 SF 15 17 1

2C-100 LOCKERS 90 SF N/A

2C-102 EMS CLOSET 58 SF 300 1 1

2C-104 STAFF MEN'S TOILET 63 SF 100 1 1

2C-106 STAFF WOMEN'S TOILET 57 SF 100 1 1

2C-107 EXAM 7 115 SF 100 2 1

2C-108 PATIENT TOILET(F) 59 SF 100 1 1

2C-109 EXAM 8 118 SF 100 2 1

2C-110 PATIENT TOILET(M) 58 SF 100 1 1

2C-111 EXAM 9 103 SF 100 2 1

2C-112 EXAM 14 EXAM 14 112 SF 100 2 1

2C-113 EXAM 10 118 SF 100 2 1

2C-114 DONNING ROOM 64 SF 100 1 1

2C-115 BREAK ROOM 172 SF 15 12 1

2C-116 NON-HD ANTE ROOM 87 SF 100 2 1

2C-117 EXAM 11 106 SF 100 2 1

2C-118 NON HD COMPOUNDING 75 SF 100 2 1

2C-119 EXAM 12 111 SF 100 2 1

2C-120 HD ANTE ROOM 113 SF 100 2 1

2C-121 EXAM 13 115 SF 100 2 1

2C-122 HD COMPOUNDING 82 SF

2C-123 SOILED UTILITY 81 SF 300 1 1

2C-124 PHYSICIAN WORKROOM 172 SF 100 2 1

2C-125 WORK AREA 193 SF 100 3 1

2C-126 CHIEF OFFICE 115 SF 100 2 1

2C-128 OFFICE PHARMACY 116 SF 100 2 1

2C-130 CONFERENCE ROOM 200 SF 15 14 1

C2-1 CORRIDOR 294 SF N/A

C2-1 CORRIDOR 520 SF N/A

C2-2 CORRIDOR 178 SF N/A

C2-2 CORRIDOR 164 SF N/A

EL-2 ELEC 38 SF 300 1 1

IT-2 IT 120 SF 300 1 1

S2-1 STAIR 294 SF N/A

Revisions: Date: