36C26118B0042-009.pdf

PDF 6 MB Posted Dec 4, 2017

Attached to: Project No. 640-12-124P Renovate Canteen Plaza Bldg 101
Solicitation number: 36C26118B0042
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 21

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U P

D N

L I M

I T

O R

L I M

O R

(E) BLDG 100

(E) BLDG 101

(E) AQUATIC

THERAPY BLDG

(E) RECREATIONAL

THERAPY BLDG

NEW 2" MAIN

NEW 4" MAIN

EX. 2" MAIN

EX. CV. TYP.

NEW 4" MAIN

EX.MASTER VALVE,

FLOW SENSOR, AND FILTER

NEW 4" MAIN

T T

12 WIRES AVAILABLE FROM

CONTROLLER 'B'

AT THIS LOCATION

T T T T T

POC : CONNECT TO NEW 4" MAIN.

INSTALL GATE VALVE BETWEEN

4" MIN AND MASTER VALVE

640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

RENOVATE CANTEEN PLAZA

BUILDING 101

A R C H I T E C T S

2 3 9 9 T H S T R E E T S A N F R A N C I S C O , C A 9 4 1 0 3

T: (415) 703-0328 F: (415) 707-6328 www.meiarchitects.com

MAY 16, 2014

SAN FRANCISCO MILL VALLEY TAHOE DELHI

MK / BL JZ / MS

IRRIGATION PLAN

AREA A

LI1.1.1

0 5 10 20 30

NOTE:

SEE L1.3 FOR IRRIGATION

NOTES AND LEGEND

AutoCAD SHX Text

BFP

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BFP

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AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

100% CONSTRUCTION DOCUMENTS

ryanngo Callout

EXTEND 4" MAIN TO HERE AND ADD GATE VALVE

ryanngo Line ryanngo Line ryanngo Line ryanngo Callout

ADD QUICK COUPLER

ryanngo Line ryanngo Line ryanngo Line ryanngo Callout

NEW 2" MAIN

ryanngo Callout

ADD QUICK COUPLER

ryanngo Callout

ADD GATE VALVE

O R

(E) BLDG 100

(E) AQUATIC

THERAPY BLDG

W O

R K

LIMIT OF WORK

EX. 48 STATION CONTROLLER (A)

NOTE: LOCATE EXISTING WIRES A1-A12 - TO

BE USED FOR NEW SYSTEM. A13-A25 STATIONS

ARE DEDICATED TO EXISTING RECREATION

SERVICES LANDSCAPE. TO REMAIN DO NOT

DISTURB. A26-A48 STATIONS ARE FOR NEW

SYSTEM.

POC, MAKE CONNECTION TO

EX. 4" MAIN LINE

REMOVE EX. 18 STATION CONTROLLER

INCLUDING FOOTINGS AND OTHER

MATERIALS. RECONNECT EXISTING

CONTROL VALVES FOR ROSE GARDEN

TO NEW 24 STATION CONTROLLER 'B'.

T T

CONNECT DRIP CIRCUIT TO

NEW DRIP ASSEMBLY

VALVE. WIRE NEW VALVE TO

CONTROLLER STATION B12

CONNECT EXISTING CONTROL VALVE

TO NEW CONTROLLER 'B'

MODIFY EX. IRRIGATION AS REQUIRED FOR

NEW PLANTING LAYOUT. IRRIGATION

MODIFICATIONS SHALL CONFIRM TO

SPECIFICATIONS OF THIS CONTRACT.

COORDINATE WITH RESIDENT ENGINEER

EX. DRIP

2" MAIN LINE

NEW 24 STATION CONTROLLER (B)

NOTE: RECONNECT EXISTING ROSE

GARDEN CONTROL VALVES

EX. 4" MAIN LINE

EX. 2" MAIN LINE FOR ROSE

GARDEN, TO REMAIN

NOTE:

1. MODIFY EX. ROSE GARDEN IRRIGATION AS REQUIRED FOR

NEW PLANTING LAYOUT AND CONNECT TO CONTROLLER 'B'.

IRRIGATION MODIFICATIONS SHALL CONFORM TO SPECIFICATIONS

OF THIS CONTRACT. CONTRACTOR SHALL RE-CONNECT ALL

EXISTING VALVES SERVICING PLANTING AREAS AND PROVIDE A

COMPLETE AND OPERATIONAL SYSTEM INCLUDING ANY MATERIALS

AND NECESSARY EQUIPMENT.

2. CONTRACTOR IS RESPONSIBLE FOR PROGRAMMING AND

MANAGEMENT OF THE IRRIGATION CONTROLLER.

3. CONTRACTOR IS RESPONSIBLE FOR SECURING IRRIGATION

AS-BUILTS FROM VA OFFICE OF PLANNING, AND FIELD VERIFYING

ALL EXISTING EQUIPMENT AND PLANTING CONDITIONS.

COORDINATE WITH RESIDENT ENGINEER.

CONNECT EXISTING TREE

BUBBLER CONTROL VALVE

TO NEW CONTROLLER 'B'

CONNECT EXISTING CONTROL VALVE

TO NEW CONTROLLER 'B'

NEW 2" MAIN LINE

RELOCATE EXISTING FLOW SENSOR

AND MASTER VALVE HERE.

CONNECT EXISTING CONTROL VALVES (2)

TO NEW CONTROLLER 'B'

640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

RENOVATE CANTEEN PLAZA

BUILDING 101

A R C H I T E C T S

2 3 9 9 T H S T R E E T S A N F R A N C I S C O , C A 9 4 1 0 3

T: (415) 703-0328 F: (415) 707-6328 www.meiarchitects.com

MAY 16, 2014

SAN FRANCISCO MILL VALLEY TAHOE DELHI

MK / BL JZ / MS

IRRIGATION PLAN

AREA B

LI1.1.2

0 5 10 20 30

NOTE:

SEE L1.3 FOR IRRIGATION

NOTES AND LEGEND

AutoCAD SHX Text A2

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AutoCAD SHX Text Drawn

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

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AutoCAD SHX Text A

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

100% CONSTRUCTION DOCUMENTS

1. WIRE COLOR AS FOLLOWS: CONTROLLER 'B' – GREEN,

BLACK, CONTROLLER 'A' WHITE w/ BLUE STRIPE, CONTROLLER 'D' COMMON – WHITE w/ BLACK STRIPE, SPARE – ORANGE, FUTURE – YELLOW.

2. THIS SYSTEM IS DESIGNED TO OPERATE AT 30 PSI MINIMUM. THE AVAILABLE WATER

PRESSURE OF THE EXISTING CAMPUS SYSTEM IS 55 PSI AFTER THE PRIMARY

BACKFLOW, WITH A BOOSTER PUMP IF REQUIRED. VERIFY WORKING WATER

PRESSURE. REPORT FINDINGS TO OWNER AND RECEIVE WRITTEN PERMISSION TO

PROCEED, BEFORE BEGINNING.

3. CONNECT CONTROLLER TO TWO-WAY INTERNET SYSTEM VIA WIRELESS. PROVIDE

DOCUMENTATION FROM CONTROLLER MANUFACTURERS REPRESENTATIVES THAT

SYSTEM IS INSTALLED IN ACCORDANCE TO MANUFACTURER'S REQUIREMENTS.

4. INSTALL WIRE, FROM CONTROLLER TO FLOW SENSOR AND MASTER VALVE, IN

CONDUIT.

5. CONTACT RESIDENT ENGINEER AND COORDINATE ALL REVIEWS PRIOR TO

COMMENCEMENT OF WORK.

6. DUE TO THE SCALE OF THE DRAWINGS, IT IS NOT POSSIBLE TO INDICATE ALL

OFFSETS, FITTINGS, SLEEVES, ETC. INVESTIGATE THE FINISH CONDITIONS

AFFECTING ALL THE IRRIGATION WORK AND PLAN THE WORK ACCORDINGLY,

FURNISHING SUCH FITTINGS, ETC., AS MAY BE REQUIRED TO MEET SUCH CONDITIONS.

DRAWINGS ARE GENERALLY DIAGRAMMATIC AND INDICATIVE OF THE WORK TO BE

INSTALLED. INSTALL WORK IN SUCH A MANNER AS TO AVOID CONFLICTS BETWEEN

IRRIGATION SYSTEM, PLANTING AND ARCHITECTURAL FEATURES.

7. EXERCISE EXTREME CARE IN EXCAVATION IN WORKING NEAR EXISTING UTILITIES.

VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES. REPAIR ANY DAMAGE TO

EXISTING UTILITIES OR ADJACENT PROPERTIES CAUSED BY OR DURING THE

PERFORMANCE OF THE WORK AT NO ADDITIONAL COST TO THE RESIDENT ENGINEER.

FIELD ADJUST SPRINKLER LOCATIONS TO AVOID

CONFLICTS WITH UTILITIES.

8. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION OF ALL IRRIGATION

EQUIPMENT WITHIN THE DEMOLITION OF WORK AREAS AS AS SHOWN IN THE CIVIL

DRAWINGS. THE EXISTING MAINLINES SHOWN WITHIN THESE DRAWINGS NOTED TO

REMAIN, OR TO BE REMOVED ARE SHOWN TO DEMONSTRATE DESIGN INTENT FOR

THE NEW LOOP ROAD SYSTEM ALIGNMENT, AND IS NOT INTENDED TO IDENTIFY ALL

EXISTING EQUIPMENT THAT MAY NEED TO BE REMOVED. CONTRACTOR SHALL NOTIFY

THE RESIDENT ENGINEER WHEN THE REMOVAL OF ANY EXISTING EQUIPMENT

AFFECTS THE IRRIGATION OPERATIONS IN ANY EXISTING PLANTING AREAS TO

REMAIN. THIS INCLUDES PLANTING AREAS BOTH INSIDE THE DEMOLITION LIMIT OF

WORK, AND OUTSIDE THE DEMOLITION LIMIT OF WORK ADJACENT TO THE CONTRACT

SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO RE-ROUTE IRRIGATION LINES AS

NECESSARY TO RESTORE IRRIGATION OPERATIONS FOR THESE AFFECTED AREAS.

SEE NOTE 10 BELOW REGARDING AS BUILT DRAWINGS.

9. EXISTING IRRIGATION AND DESIGN CONNECTIONS ARE INFORMED BY AS BUILT

DRAWINGS PROVIDED BY THE VA PALO ALTO OFFICE OF FACILITIES. IT IS THE

CONTRACTORS RESPONSIBILITY TO OBTAIN THE MOST RECENT AS BUILTS. NOTIFY

RESIDENT ENGINEER

IMMEDIATELY OF ANY DISCREPANCIES AND CONFLICTS.

10. SEE SPECIFICATION 32 89 00 FOR ADDITIONAL CONTROLLER INFORMATION.

GENERAL IRRIGATION NOTES

ADDITIONAL NOTES:

1. POINT OF CONNECTION TO BE CONFIRMED.

2. CONTRACTOR SHALL VERIFY IRRIGATION POINTS OF CONNECTIONS

& NOTIFY OWNER IMMEDIATELY OF ANY CONFLICTS OR

DISCREPANCIES.

3. CANTEEN COURTYARD, REC SERVICES PLAZA, AND ROSE GARDEN

AREA IRRIGATION SYSTEMS SHALL BE CONNECTED TO ONE

CONTROL SYSTEM LOCATED IN AQUATIC BUILDING EQUIPMENT

ROOM. CONTRACTOR TO COORDINATE NEW WIRING CONNECTIONS

AS NECESSARY TO INTEGRATE EXISTING IRRIGATION CONTROL

VALVES WITH NEW IRRIGATION SYSTEM.

L I M

O R

L D

LIMIT OF WORK

CONNECT TO EX. 2" MAIN.

11 WIRES AVAILABLE

AT THIS LOCATION

NEW 2" MAIN

(N) 18 STATION CONTROLLER

IRRIGATION LEGEND

TREE ROOT WATERING SYSTEM

POP UP SPRAY - 15', 12', 10', 8' & 5'

TURF ROTATOR - 20'

CONTROLLER IN PEDESTAL ENCLOSURE

REMOTE CONTROL VALVE

DRIP VALVE ASSEMBLY

EXISTING CONTROL VALVE

MASTER VALVE

QUICK COUPLING VALVE

GATE VALVE - 3" AND SMALLER

GATE VALVE - 4"

FILTER

FLOW SENSOR

4" MAINLINE PIPE - CLASS 200, PVC 1120

2" MAINLINE PIPE – SCHEDULE 40 PVC

LATERAL LINE PIPE – SCHEDULE 40 PVC

SLEEVE – SCHEDULE 40 PVC,

CONTROLLER / STATION NUMBER

GPM / ZONE

VALVE SIZE

DRIP IRRIGATION- INLINE EMITTER TUBING-18" EMITTER AND PIPE SPACING. 1.0 GPH EMITTERS.

SYMBOL DESCRIPTION MANUFACTURER COMMENTS

18' DEEP, 2 PER TREE, 0.25 GPM EACH

1" PRECIPITATION RATE, 12" POP HEIGHT, MPR, 70% D.U. MIN.

0.5" PRECIPITATION RATE, 6" POP-UP, MPR 80% D.U. MIN.

48 STATION. SEE SPECIFICATIONS

SIZE AS NOTED ON PLANS

NORMALLY CLOSED, LINE SIZE

1" VALVE, TWO-PIECE DESIGN

LINE SIZE

AUTOMATIC HYDRAULICALLY ACTUATED BACKWASH, IN ENCLOSURE

INLINE, NON-MAGNETIC IMPELLER TYPE, 1.5" SIZE

RAINBIRD RWS

RAINBIRD MPR POP UP SPRAY

HUNTER MPR40-12-CV-MP2000

HYDROPOINT WEATHERTRAK ET PRO2

GRISWOLD 2000 SERIES

GRISWOLD 2000 SERIES WITH FILTER

GRISWOLD 2000 SERIES

RAINBIRD 44RC

NIBCO T-113 OR APPROVED EQUAL

SEE SPECIFICATIONS & DETAIL

OLSEN IRRIGATION V-200PA OR APPROVED

EQUAL

DATA INDUSTRIAL FM-1.5B

(E) 48 STATION CONTROLLER

SIZE SCH 40

1 1/4"

1 1/2"

2 1/2"

9-12

13-21

22-30

31-49

50-70

PIPE SIZE CHART

IRRIGATION PLAN

AREA C

LI1.1.3

640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

RENOVATE CANTEEN PLAZA

BUILDING 101

A R C H I T E C T S

2 3 9 9 T H S T R E E T S A N F R A N C I S C O , C A 9 4 1 0 3

T: (415) 703-0328 F: (415) 707-6328 www.meiarchitects.com

MAY 16, 2014

SAN FRANCISCO MILL VALLEY TAHOE DELHI

MK / BL JZ / MS

0 5 10 20 30

AutoCAD SHX Text

AutoCAD SHX Text 25.3

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TREE

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ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

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AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

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AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

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AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

CONSULTANTS:

BALL VALVE

FULL PORT, LINE SIZE

4" PEA GRAVEL

LAYER

SCHEDULE 40 PVC

MALE ADAPTER

CORRIGATED POLYETHYLENE

EXTENSION AS REQUIRED

FINISH GRADE

PLASTIC VALVE BOX

POLYETHYLENE ADAPTER

MAIN SUPPLY LINE

BALL VALVE - POSITION

IN CENTER OF BOX

SCHEDULE 80 PVC UNION

FINISH GRADE

LATERAL

SCHEDULE 80 MALE ADAPTER

VALVE BOX

ELECTRIC VALVE

CONTROL WIRES

MAIN LINE FITTING

MAIN LINE

NOTES:

1. BUNDLE AND TAPE WIRE EVERY 10 FEET

2. PROVIDE 24" EXPANSION LOOP AT EACH WIRE CONNECTION

COIL WIRE FOR

EXPANSION

SCHEDULE 80 PVC NIPPLE

(LENGTH AS REQUIRED)

BRICK VALVE BOX

EXTENSION, HEIGHT

AS REQ'D

PVC BALL VALVE w/

INTEGRAL UNION

3" DEPTH

1/4" PEA GRAVEL

FINISH GRADE

PVC IRRIGATION MAIN

SCHEDULE 80 TOE

NIPPLE MIN. 12" LONG

DRAIN VALVE - DIRECT BACKWASH

INTO GRAVEL SUMP

FILL INSIDE VALVE BOX WITH

PEA GRAVEL

BRASS NIPPLE LENGTH

AS REQUIRED (TYP.)

SCHEDULE 80 COUPLING

CONCRETE PAD

FILTER ENCLOSURE PAD PLAN

BRASS

ELBOW

TYP.

UNION TYP.

SLEEVE TYP.

FINISH GRADE

1" BELOW TOP

SUPPORT PAD

POURED CONCRETE BASE. 6" MIN. THICKNESS. EXTEND 4"

BEYOND OUTSIDE DIMENSIONS OF ENCLOSURE.

14" x 19" x 18" DEEP IRRIGATION

TYPE PLASTIC VALVE BOX

BACKFLOW TYPE COVER. SOLID

STAINLESS STEEL. SIZE TO FIT.

SELF CLEANING FILTER w/

HYDRAULIC CONTROLLER

AND DIAPHRAGM VALVE

12"

BUNDLE AND TAPE WIRE EVERY TEN FEET. LEAVE SLACK AT ALL

CHANGES OF DIRECTION

LATERAL LINES IN SEPARATE TRENCH FROM MAIN LINE AND WIRES

EMITTER

LINES - NON

TURF

IRRIGATION

MAIN SUPPLY

LINE AND WIRING

INSTALL MIN. 2" SAND BEDDING BENEATH AND MIN. 6" SAND BACKFILL

OVER IRRIGATION MAIN SUPPLY LINES.

LATERAL

NOTES:

IRRIGATION

SUPPLY LINE

IRRIGATION

CONTROL WIRING

PARALLEL LINES MINIMUM 6" APART

COMPACTED NATIVE

BACKFILL (85%)

2" DECTECTOR TAPE

(LINEGUARD OR

APPROVED EQUAL)

COMPACTED NATIVE

BACKFILL (85%)

SAND ENVELOPE

TRENCH WIDTH TO ALLOW PROPER SNAKING OF PIPES

18"

EMITTER

LINES - TURF

QUICKPAD FASTENING BRACKET (2)

QUICKPAD SUPPORT BASE

FINISH GRADE

2" BELOW TOP

OF QUICKPAD

FILL INSIDE BASE

WITH PEA GRAVEL

NOTE:

1. INSTALL EXTERIOR PANCAKE ANTENNA IF

RADIO, PAGER SIGNAL, OR REMOTE

CONTROL ARE REQUIRED FOR FULL

OPERATION OF CONTROLLER.

2. PROVIDE GROUND ROD, LOCATED 12'

MIN FROM CONTROLLER

AUTOMATIC

CONTROLLER

CONTROLLER SUB-ASSEMBLY (CSA)

INCLUDES GFI & TERMINAL STRIPS

WITH PLACARDS.

DIRECT BURIAL CONTROL

WIRES TO CONTROL

VALVES.

PVC LONG SWEEP ELL

120-VOLT SERVICE IN CONDUIT

QUICKPAD

STAINLESS

STEEL

CONTROLLER

ENCLOSURE WITH

SIDE OPENING DOOR

12" MIN.

CONTROLLER

AND STATION

A12 A11

12" MIN

VALVE BOX COVER

ALIGN WITH EDGE OF

PATH OR WALL

GROUND COVER

VALVE BOX

NOTE: INSTALL WIRE MESH AT THE BOTTOM OF ALL VALVE BOXES. MESH SHALL EXTEND 2"

BEYOND THE DIMENSIONAL SIZE OF THE BOTTOM OF THE BOX.

IDENTIFY ALL VALVES - PERMANENTLY MARK VALVE BOX LID WITH 2" MARKINGS

UTILIZING DREMEL (OR EQ.) ROTATING MARKING TOOL OR SOLDERING IRON AS FOLLOWS:

REMOTE CONTROL VALVE - A1, A2, B1, etc. MASTER VALVE - MV

FLOW METER - FM QUICK COUPLER VALVE - QCV

AIR RELIEF VALVE - ARV FLUSH VALVE - FV

GATE VALVE - GV PULL BOX - PB

SPLICE STUB

FINISH GRADE TURF AREAS

FINISH GRADE GROUND COVER AREAS

SCHEDULE 40 PVC TEE

IRRIGATION MAIN LINE

CURB OR PAVING EDGE

QUICK COUPLING VALVE

1" SWING JOINT

1/2"

1/2" REBAR STABILIZING

ROD 24" LONG

DOUBLE 'O' RING

w/ QUICK LOCK

MULCH

TREE TRUNK

ROOT BALL

SWING JOINT ASSEMBLY 1/2"

DIA. SCHEDULE 80 PVC

TEE

LATERAL LINE

NOTE: TWO DEEP WATERING SYSTEMS

PER TREE, LOCATE UPHILL OF

ROOTBALL.

DRAIN ROCK

TREE DEEP WATERING

SYSTEM

FINISH GRADE

4" ID BLACK PLASTIC DRAIN GRATE

FLUSH WITH GRADE

LATERAL LINE

SHRUB POP-UP HEAD

FINISH GRADE

SWING JOINT w/ SINGLE 'O' RING

STREET ELBOWS AND 8" LAY LENGTH

ROUND PLASTIC VALVE BOX

WITH BOLT DOWN T-LID (REFER

TO SPECS FOR BOX SIZE)

19 GAUGE 1/2"

SQUARE WIRE

MESH

P E

C S

NOTES:

1. PROVIDE A MINIMUM OF 10 FT

BETWEEN GATE VALVE AND

MAIN LINE TEE OR ELBOW

SEE

NOTE 1

PVC MAIN LINE

#4 REVAR - BEND OVER VALVE

BODY, BEND EACH END

4" MIN

8" MIN

CONCRETE THRUST

BLOCK - 18" SQUARE

FINISH GRADE

BRICK - 2 TOTAL

PEA GRAVEL OR 3/4"

DRAIN ROCK - 4" DEEP

BELOW VALVE (NO SOIL

IN VALVE BOX)

GATE VALVE WITH 2"

OPERATING NUT

6" PVC PIPE - CUT

OUT AROUND PIPE

CONTROLLER ENCLOSURE AND BASE

NTS-

FILTER

NTS-

REMOTE CONTROL VALVE

NTS-

TRENCHING AND INSTALLATION

NTS-

BALL VALVE - 3" AND LARGER

NTS-

QUICK COUPLING VALVE

NTS-

VALVE BOXES

NTS-

TREE BUBBLER

NTS-

SHRUB POP UP SPRAY

NTS-

640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

RENOVATE CANTEEN PLAZA

BUILDING 101

A R C H I T E C T S

2 3 9 9 T H S T R E E T S A N F R A N C I S C O , C A 9 4 1 0 3

T: (415) 703-0328 F: (415) 707-6328 www.meiarchitects.com

MAY 16, 2014

SAN FRANCISCO MILL VALLEY TAHOE DELHI

MK / BL JZ / MS

IRRIGATION DETAILS

LI2.1.1

GATE VALVE - 4" & LARGER

NTS-

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

CONSULTANTS:

ELECTRIC VALVE

NOTES:

1. BUNDLE AND TAPE WIRE EVERY 10 FEET

2. PROVIDE 24" EXPANSION LOOP AT EACH WIRE CONNECTION

COIL WIRE FOR

EXPANSION

3. ELBOWS - SCH. 80 PVC. NIPPLES - THREADED SCH. 80 PVC

1/2 COMMON BRICK

(ONE AT EACH CORNER)

CONTROL WIRES:

BLACK CONTROL

WHITE COMMON

RED SPARE

w/ INTEGRAL UNION

LENGTH AS REQUIRED

CLEAN PEA GRAVEL TO

SUPPORT ASSEMBLY.

MIN. 3" DEEP

VALVE BOX

SCHEDULE 80 PVC NIPPLE

MAIN LINE

SCHEDULE 80 TEE

4. WIRE SPLICE KIT (PEN-TIT, 3M #DBY, GREASE LOCK OR APPROVED EQUAL)

FINISH GRADE

FILTER w/ 150 MESH SCREEN

PVC BALL VALVE FOR FLUSHING

PVC BALL VALVE

AIR/VACUUM RELIEF

SCH. 80 NIPPLE

(LENGTH AS REQUIRED)

FINISH GRADE

6" ROUND

VALVE BOX

BRICK SUPPORTS

(THREE)

PEA GRAVEL SUMP

PVC PIPING AND FITTING

FINISH GRADE

VALVE

DRIPPER LINE

1 CUBIC FOOT PEA GRAVEL

LINE FLUSHING

VALVE BOX

ZONE FLUSH VALVE

PLUMBED TO DRIPLINE (TYP)

CONNECTION

(PVC TO ELL)

PVC SUPPLY MANIFOLD

REMOTE CONTROL

VALVE WITH FILTER

ISLAND PERIMETER (TYP)

EMITTER DRIPLINE (TYP)

PERIMETER LATERALS

2" TO 4" FROM EDGE

ELL (TYP)

COMPRESSION

PVC TEE (TYP)

PVC ELL (TYP)

COMPRESSION

TEE (TYP)

AIR/VACUUM RELIEF VALVE. PLUMB

TO DRIPLINE AT EACH HIGH POINT.

MIN. ONE PER PLANTER. MULTIPLE

INSTALLATIONS MAY BE NECESSARY.

EMITTER PIPE MANIFOLD

EMITTER PIPE

START

CONNECTION:

ALL INLINE PIPE

INSTALLATIONS

USE 30 PSI EMITTER

PRESSURE

REGULATOR AT

EACH MANIFOLD

CONNECTION.

IN LINE EMITTER CONTROL VALVE

NTS-

640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

RENOVATE CANTEEN PLAZA

BUILDING 101

A R C H I T E C T S

2 3 9 9 T H S T R E E T S A N F R A N C I S C O , C A 9 4 1 0 3

T: (415) 703-0328 F: (415) 707-6328 www.meiarchitects.com

MAY 16, 2014

SAN FRANCISCO MILL VALLEY TAHOE DELHI

MK / BL JZ / MS

IRRIGATION DETAILS

LI2.1.2

1" AIR / VACUMN RELIEF

NTS-

LINE FLUSHING VALVE

NTS-

INLINE EMITTER ISLAND LAYOUT

NTS-

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

CONSULTANTS:

AS1.00

0 15 30 60 90

640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

RENOVATE CANTEEN PLAZA

BUILDING 101

MAY 16, 2014

A R C H I T E C T S

239 9TH STREET, SUITE 201 SAN FRANCISCO, CA 94103

T: (415) 682-7376 F: (415) 682-7339 www.meiarchitects.com

SB CK

1. ALL EXISTING SITE IMPROVEMENTS INCLUDING

SIDEWALKS, PAVEMENTS, CURBS, GUTTERS,

HARDSCAPE AND LANDSCAPE AREAS, AREA

DRAINS, CATCH BASINS, PLANTINGS, SITE

FURITURES, ETC. SHOWN ARE FOR REFERENCE

ONLY. CONTRACTOR SHALL VERIFY EXACT

LOCATIONS AND CONDITIONS IN FIELD.

2. PROTECT EXISTING SITE AND BUILDINGS OUTSIDE

OF THE PROJECT AREA, MAINTAIN EGRESS FROM

EXITS OF EXISTING BUILDINGS. COORDINATE

WITH COR FOR EXACT REQUIREMENTS.

3. SEE CIVIL AND LANDSCAPE DRAWINGS FOR SITE

DEMOLITION AND CONSTRUCTION WORK.

4. PROVIDE CONSTRUCTION FENCE AROUND THE

ENTIRE AREA OF DEMOLITION AND

CONSTRUCTION SITE, COORDINATE WITH COR

FOR EXACT LOCATION AND EXTENT. PROVIDE

ACCESS GATES AS REQUIRED FOR ACCESSING

CONSTRUCTION SITE.

5. CONTRACTOR STAGING AREA SHALL BE LOCATED

WITHIN THE CONSTRUCTION FENCE AREA.

COORDINATE WITH COR FOR EXACT LOCATION

FOR CONTRACTOR STAGING AREA.

6. PROVIDE CONSTRUCTION SIGN OUTSIDE OF

CONSTRUCTION FENCE AT LOCATIONS AS

DIRECTED BY COR.

7. VERIFY SITE UTILITY LOCATIONS PRIOR TO

STARTING ANY GRADING OR EARTHWORK.

8. REMOVE, SALVATE AND RELOCATE EXISTING SITE

SIGNAGE, COORDINATE WITH COR FOR EXACT

LOCATION FOR RELOCATION. SIGNAGES THAT

ARE NOT RE-INSTALLED SHALL BE DELIVERED TO

THE GOVERNMENT AS DIRECTED BY COR.

9. PROTECT ALL EXISTING SITE IMPROVEMENTS,

PLANTINGS, IRRIGATION SYSTEM AND EXISTING

CONSTRUCTION NOT INCLUDED IN THIS

CONTRACT. IF THERE IS ANY DAMAGE TO

EXISTING SITE IMPROVEMENTS, PLANTINGS,

IRRIGATION SYSTEM AND EXISTING

CONSTRUCTION, CONTRACTOR SHALL BE

RESPONSIBLE FOR THE REPAIR AND

RESTORATION OF SUCH ITEMS TO THE ORIGINAL

CONDITION AT NO ADDITIONAL COST TO THE

CONTRACT SUM.

10. CONTRACTOR SHALL CONDUCT ALL GRADING

OPERATIONS IN SUCH A MANNER AS TO

PRECLUDE WIND BLOWN DIRT AND DUST AND

RELATED DAMAGE TO NEIGHBORING PROPERTIES.

CONTRACTOR SHALL ASSUME LIABILITY FOR

CLAIMS RELATED TO WIND BLOWN MATERIAL AND

SHALL BE RESPONSIBLE FOR PROPER EROSION

AND DUST CONTROL.

11. CONTRACTOR SHALL CONFORM TO THE RULES

AND REGULATIONS OF THE STATE CONSTRUCTION

SAFETY ORDINANCE PERTAINING TO

EXCAVATIONS AND TRENCHES.

12. TRENCH EXISTING PAVEMENT AREA INCLUDING

AREA OUTSIDE OF CONSTRUCTION FENCE AS

REQUIRED FOR DEMOLITION AND NEW

CONSTRUCTION WORK, PATCH PAVEMENT TO

MATCH EXISTING ADJACENT PAVEMENT IN

CONSTRUCTION, MATERIALS, AGGREGATE BASE,

SUB-BASE, COLORS AND FINISHES.

13. CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS,

BARRICADES, FLAGGERS, TRENCH PLATES OR

OTHER DEVICES NECESSARY TO PROVIDE PUBLIC

SAFETY AND AS REQUIRED BY COR.

14. CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR

OR REPLACE ANY EXISTING IMPROVEMENTS OR

UNDERGROUND UTILITIES DAMAGED BY HIM/HER,

HIS/HER SUBCONTRACTORS OR HIS/HER

SUPPLIERS.

15. CONTRACTOR IS RESPONSIBLE FOR MATCHING

EXISTING ELEVATIONS IN PAVEMENTS,

SURROUNDING LANDSCAPE, AND OTHER

IMPROVEMENTS WITH A SMOOTH TRANSITION IN

PAVING, CURBS, GUTTERS, SIDEWALKS, GRADING,

ETC. AND TO AVOID ANY ABRUPT OR APPARENT

CHANGES IN GRADES OR CROSS SLOPES, LOW

SPOTS OR HAZARDOUS CONDITIONS.

16. CONTRACTOR SHALL BE RESPONSIBLE TO ADJUST

EXISTING AND NEW VAULTS, MANHOLES, VALVES,

BOXES, METERS, AND OTHER UTILITIES TO FINISH

GRADE.

GENERAL NOTE

OVERALL SITE PLAN

SITE PLAN - AREA A

AS2.01

0 5 10 20 30

640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

RENOVATE CANTEEN PLAZA

BUILDING 101

MAY 16, 2014

A R C H I T E C T S

239 9TH STREET, SUITE 201 SAN FRANCISCO, CA 94103

T: (415) 682-7376 F: (415) 682-7339 www.meiarchitects.com

SB CK

NOTES:

1. SEE DRAWING AS1.00 FOR NOTES.

2. SEE LANDSCAPE, CIVIL, STRUCTURAL, AND

ELECTRICAL FOR DEMOLITION AND

CONSTRUCTION WORK.

SITE PLAN - AREA B

AS2.02

0 5 10 20 30

640-12-124P

3801 Miranda Ave. Palo Alto, CA 94304

RENOVATE CANTEEN PLAZA

BUILDING 101

MAY 16, 2014

A R C H I T E C T S

239 9TH STREET, SUITE 201 SAN FRANCISCO, CA 94103

T: (415) 682-7376 F: (415) 682-7339 www.meiarchitects.com

SB CK

NOTES:

1. DRAWING AS1.00 FOR NOTES.

2. SEE LANDSCAPE, CIVIL, STRUCTURAL, AND

ELECTRICAL FOR DEMOLITION AND

CONSTRUCTION WORK.

Landscape

Sheets and Views

1 LI1.1.1_Irrigation_Plan_A - Layout1

3 LI1.1.2_Irrigation_Plan_B - Layout1

4 LI1.1.3_Irrigation_Plan_C - Layout1

6 LI2.1.1 Irrigation Details - L4.1

7 LI2.1.2 Irrigation Details - L4.1

Architectural

AS1.00 - OVERALL SITE PLAN

File details come from the government source that posted it.