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TIN

GD

ET

AIL

S

SHE

ET

NO

.

L4PR

OG

RE

SSD

RA

WIN

G

SC

AL

E:

NT

S

IRR

IGA

TIO

NSY

STE

MSPE

CIFIC

AT

ION

S

Note:

The

generaland

specificconditions

ofthese

specificationsare

anintegral

partof the

landscapeconstruction

documents

andm

ustbe

complied

with.

I.G

EN

ER

AL

A.

SCO

PEO

FW

OR

KProvide

alllabor,

materials,

eqttipment,

andservices

necessaryto

furnishand

installIrrigation

Systemas

shown

onthe

drawings

anddescribed

herein.

B.Q

UA

LIT

YA

SSUR

AN

CE

AN

DR

EQ

UIR

EM

EN

TS

I.Perm

itsand

FeesT

heC

ontractorshall

obtainand

payfor

anyand

allperm

itsand

allinspections

asrequired.

2.M

anufacturer’sD

irectionsM

anufacturer’sdirections

anddetailed

drawings

shallbe

followed

inall

casesw

herethe

manufacturers

ofm

aterialsand

articlesused

inthis

contractfurnish

directionscovering

pointsnot

shown

inthe

drawings

andspecifications.

3.O

rdinancesand

Regulations

All

local,m

unicipaland

statelaw

s,and

rulesand

regulationsgoverning

orrelating

toany

portionof

thisw

orkare

herebyincorporated

intoand

made

apart

ofthese

specificationsand

theirprovisions

shallbe

carriedoutby

theC

ontractor.A

nythingcontained

inthese

specificationsshall

notbe

construedto

conflictw

ithany

oftheabove

ntlesand

regulationsofthe

same.

How

ever,w

henthese

specificationsand

drawings

callfor

ordescribe

materials,

workm

anship,or

constructionof

abetter

quality,higher

standard,or

largersize

thanis

requiredby

theabove

rulesand

regulations,the

conditionsofthese

specificationsand

drawings

shalltake

precedence.

4.E

xplanationof

Draw

ingsC

ontractoris

responsiblefor

alloffsets,

fittings,sleeves,

fixtures,and

appurtenantdevices

etc.,w

hichm

aybe

requiredfor

properoperation

andconstruction

ofthesystem

.C

ontractorw

illcarefully

investigatethe

structuraland

finishedconditions

affectingall

ofthew

orkand

planthe

work

accordingly,fitm

ishingsuch

fittings.etc.,as

may

berequired

tom

eetsuch

conditions.D

rawings

aregenerally

diagramm

aticand

indicativeofthe

work

tobe

installed.T

hew

orkshall

beinstalled

insuch

am

anneras

toavoid

conflictsbetw

eenirrigation

systems,

otherutilities

planting,and

architecturalfeatures.

The

contractorshall

notw

illfullyinstall

theirrigation

systemas

shown

onthe

drawings

when

itisobvious

inthe

fieldthat

unknown

obstructions,grade

differencesor

discrepanciesin

areadim

ensionsexist

thatm

ightnot

havebeen

consideredin

engineeringSuch

obstructionsor

differencesshould

bebrought

tothe

attentionof

theO

wner’s

authorizedrepresentative.

Inthe

eventthis

notificationis

notperform

ed,the

Contractor

shallassum

eftill

responsibilityfor

anyrevision

necessaryat

noadditional

costto

theO

wner.

CSU

BM

ITT

AL

SI.

Material

List

Furnishthe

articles, equipment,

materials

orprocesses

specifiedby

name

inthe

drawings

andspecifications.

No

substitutionw

illbe

allowed

without

priorw

rittenapproval

bythe

Architect.

Substituteequipm

entor

materials

installedor

furnishedw

ithoutprior

approvalof the

architectm

aybe

rejectedand

theC

ontractorrequired

torem

ovesuch

materials

fromthe

andreplace

themw

ithapproved

materials

siteat

hisow

nexpense.

Approval

ofany

item,

alternateor

substituteindicates

onlythat

theproduct

orproducts

apparentlym

eetthe

requirements

ofthe

drawings

andspecifications

onthe

basisof

theinform

ationor

samples

submitted.

2.R

ecordD

rawings

aT

hecontractor

shallprepare

Record

Draw

ingsor

As-B

uiltplans

showing

thefinal

constructionfield

conditionirrigation

systemb.

The

Record

Draw

ings!A

s-Built

plansshall

beaccurate,

legible,and

toa

measurable

scale,i.e.;

1“=20’,1!8”

=I‘-0”

orother

standardscale.

These

drawings

areto

beprepared

onm

ylaror

otherreproductive

material

c.O

nthe

Record

Draw

ings!A

s-Builts

thecontractor

shalldim

ensionfrom

two

permanent

pointsof

referencepoints

ofreference,

buildingcorners,

sidewalk,

orroad

intersections:etc.,

thelocations

ofthefollow

ingitem

s:(I)

Connection

toexisting

water

lines.(2)

Connection

toexisting

electricalpow

er.(3)

Gate

valves.(4)

Routing

ofsprinkler

pressurelines

(dimension

max

100’along

routing)(5)

Sprinklercontrol

valves.(6)

Routing

ofcontrolw

iring.(7)

Quick

couplingvalves.

(8)O

therrelated

equipmentas

directedby

theA

rchitect.d.

On

orbefore

thedate

ofthe

finalinspection,

theC

ontractorshall

deliverthe

correctedand

completed

Record

Draw

ings!A

s-Builts

tothe

Ow

ner.D

eliveryoftheses

drawings

will

notrelieve

theC

ontractorof

theresponsibility

offurnishingrequired

information

thatmay

beom

ittedfrom

theprints.

3.C

ontrollerC

hartsa

Record

drawings

shallbe

approvedby

theA

rchitectbefore

controllercharts

areprepared.

b.Provide

onecontroller

chartfor

eachcontroller

supplied.c.

The

chartshall

showthe

areacontrolled

bythe

automatic

controllerand

shallbe

them

aximum

sizew

hichthe

controllerdoor

will

allow.

d.T

hechart

isto

bea

reduceddraw

ingofthe

actualA

s-Built

system.

How

ever,in

theevent

thecontroller

sequenceis

notlegible

when

thedraw

ingis

reduced,the

information

shallbe

enlargedto

asize

thatw

illbe

readablew

henreduced.

e.The

circuitsshow

non

thechart

shallbe

color-codedand

adifferent

colorshall

beused

toindicate

thearea

ofcoveragefor

eachcontroller

stationf.

When

completed

andapproved,

thechart

shallbe

hermetically

sealedbetw

eentw

opieces

ofplastic,

eachpiece

beinga

minim

um10

mils

thick.g.

These

chartsshall

becom

pletedand

approvedprior

tofinal

inspectionofthe

irrigationsystem

.

4.O

peratingand

Maintenance

Manuals

Prepareand

deliveroperation

andm

aintenancem

anualsas

specifiedin

Division

Iand

asfollow

s:a.

Catalog

andparts

sheetson

everym

aterialand

alleqtupm

entinstalled

underthis

Contract.

b.G

uaranteestatem

ent.c.

Com

pleteoperating

andm

aintenanceinstructions

onall

major

equipment.

d.In

additionto

theabove

mentioned

maintenance

manuals,

providethe

Ow

ner’sm

aintenancepersorm

elw

ithinstructions

form

ajorequipm

entand

showevidence

inw

ritingto

theA

rchitectat

theconclusion

ofthe

projectthat

thisservice

hasbeen

rendered.

5.E

quipment

tobe

Fumished

Supplyas

apartofthis

Contract

thefollow

ingtools.

a.T

wo

setsof

anyspecial

toolsrequired

forrem

oving,disassem

blingand

adjustingeach

typeof

sprinklerand

valvesupplied

onthis

project.b.

Tw

ofive-foot

valvekeys

foroperation

ofgate

valves.c.

Tw

okeys

foreach

automatic

controller.d.

One

quickcoupler

keyand

matching

hosesw

ivelsper

fotirquick

couplingvalves

installed.e.

Tw

osets

ofoperation

manuals

forautom

aticcontrollers

andvalves.

f.A

nyother

equipment

deemed

necessaryby

theM

anufacturer’sinstructions

tothe

properoperation

ofthe

irrigationsystem

.

The

above-mentioned

eqtupment

shallbe

turnedover

tothe

Ow

nerat

theconclusion

oftheproject.

Before

finalinspection

canoccur,

evidencethat

Ow

nerhas

receivedm

aterialm

ustbe

shown

tothe

Architect.

D.PR

OD

UC

TD

EL

IVE

RY

,ST

OR

AG

EA

ND

HA

ND

LIN

GH

andlingof

PVC

Pipeand

Fittings:T

heC

ontractoris

cautionedto

exercisecare

inhandling,

loadingunloading,

andstoring

PVC

pipeand

fittings.D

onot

subjectPV

Cpipe

toundue

bendingor

concentratedexternal

loadat

anypoint.

Any

sectionof

pipethat

hasbeen

dentedor

damaged

will

bediscarded

and,if

installed,shall

bereplaced

with

newpiping.

E.G

UA

RA

NT

EE

The

guaranteefor

thesprinkler

irrigationshall

bem

adein

accordancew

iththe

formshow

nbelow

.A

copyofthe

guaranteeform

shallbe

includedin

theoperations

andm

aintenancem

anual.T

heguarantee

formshall

bere-typed

ontothe

Contractor’s

letterheadand

containthe

following

information:

GU

AR

AN

TE

EFO

RSPR

INK

LE

RIR

RIG

AT

ION

SYST

EM

We

herebyguarantee

thatthe

sprinklerirrigation

systemw

ehave

furnishedand

installedis

freefrom

defectsin

materials

andw

orkmanship,and

thew

orkhas

beencom

pletedin

accordancew

iththe

drawings

andspecifications,

ordinaryw

earand

tearand

unusualabuse

orneglect

excepted.W

eagree

torepair

orreplace

anddefects

inm

aterialor

workm

anshipw

hichm

aydevelop

duringthe

periodofone

yearfrom

dateof

acceptanceand

alsoto

repairor

replaceany

damage

resultingfrom

therepairing

orreplacing

ofsuch

defectsatno

additionalcost

tothe

Ow

ner.W

eshall

make

suchrepairs

orreplacem

entsw

ithinreasonable

time,

asdeterm

inedby

theO

wner,

afterreceipt

ofw

rittennotice.

Inthe

eventof

ourfailure

tom

akesuch

repairsor

replacements

within

areasonable

time

afterreceipt

ofw

ritten

notic

efro

mthe

Ow

ner,w

eauthorize

theO

wner

toproceed

tohave

saidrepairs

orreplacem

entsm

adeat

ourexpense

andw

ew

illpay

thecosts

andcharges

thereforupon

demand.

PR

OJE

CT

:____________________________

LO

CA

TIO

N:_

______________________

SIG

NE

D:

__

__

__

__

__

__

__

__

__

__

__

__

_

Contractor

_________________________________

AD

DR

ES

S:_

_________________________

PH

ON

E:_

___________________________

DA

TE

OF

AC

CE

PTA

NC

E:

A.

MA

TE

RIA

LS

I.G

eneral:U

seonly

newm

aterialsofbrands

andtypes

notedon

drawings,

specifiedherein,

orapproved

equals.

2.PV

CPressure

Main

Line

Pipeand

Fittingsa

Pressurem

ainline

pipingfor

allsizes

shallbe

PVC

Class

3I5

for2”

andlarger,

schedule40

forI-I!2”

andsm

aller.b.

Pipeshall

bem

adefrom

NSF

approvedtype

I,G

radeI

PVC

compound

conforming

toA

STM

resinspecification

1785.A

llpipe

shallm

eetrequirem

entsas

setforth

inFederal

SpecificationsPS-2

1-70.(Solvent-w

eldpipe).

c.PV

Csolvent-w

eldfittings

shallbe

Schedule40,

1-2,lI-I

NSF

approvedconform

ingto

AST

Mtest

procedureD

2466.U.

Solventcem

entand

primer

forPV

Csolvent-w

eldpipe

andfittings

shallbe

oftype

andinstallation

methods

prescribedby

them

anufacturer.e.

All

PVC

pipeshall

bearthe

following

markings:

(1)M

anufacturer’snam

e.(2)

Nom

inalpipe

size.(3)

Scheduleor

Class.

(4)Pressure

ratingin

PSI.(5)

NSF

(National

Sanitationfoundation)

approval.f.

All

fittingsshall

bearthe

manufacturer’s

name

ortradem

arkm

aterialdesignation,

size,applicable

I,P.S.schedule

andN

SFseal

ofapproval.

3.PV

CN

on-PressureL

ateralL

inePiping

a.N

on-pressureburied

lateralline

pipingshall

bePV

Cschedule

40w

ithsolvent

weld

joints.b.

Pipeshall

bem

adefrom

NSF

approved,Type

IG

radeII

PVC

compound

conforming

toA

STM

resinspecification

01784.A

llpipe

shallm

eetrequirem

entsset

forthin

FederalSpecification

PS-22-70,w

ithan

appropriatestandard

dimension

ratio.c.

Except

asnoted

insection

lI-A2,

a&

b,all

requirements

fornon-pressure

lateralline

pipeand

fittingsshall

bethe

same

asfor

solvent-weld

pressurem

ainline

pipeand

fittingsas

setforth

insection

II-A-2

ofthesespecifications.

4.U

VR

IPVC

Pipeon

Grade

a.A

llpipe

ongrade

shallbe

schedule40

UV

RI

PVC

pipe.b.

All

pipeand

fillingsshall

beara

permanent

identifiablelabel

of“B

rownline

UV

R!

PVC

.T

hepiping

andinstallation

shallbe

inaccordance

with

therequirem

entsofthe

latestedition

ofthe

InternationalA

ssociationof

Plumbing

andM

echanicalO

fficials(IA

PMO

)Standard

IS-s.c.

All

lateralpiping

shallbe

installedon

thesurface

andanchored

at10’

O.C

.by

a#3

rebarw

itha

“J”hooked

radiusdriven

24”into

solidground.

d.H

orizontalpiping

stakesshall

bew

ithin12”

ofthesprinkler

riser.e.

Each

piperiser

servinga

sprinklerhead

shallbe

anchoredby

ariser

stabilizerassem

blyconstructed

ofa#4

rebardriven

24”into

solidground

andfastened

tothe

riserby

two

(2)galvanized

orstainless

steelbands.

f.A

llrisers

andfittings

usedon

UV

RIPV

Cpipe

shallbe

IFSschedule

40or

80as

manufactured

byB

rownline

PipeC

.o.”.

5.B

rassPipe

andFittings

a.W

hereindicated

onthe

drawings,

usered

brassscrew

edpipe

conforming

toFederal

Specification#W

W-P-35

I.b.

Fittingsshall

bered

brassconform

ingto

FederalSpecification

#WW

-P-460.

6G

ateV

alvesa.

Gate

valves3”

andsm

allershall

be125

lb.SW

Pbronze

gatevalve

with

screw-in

bonnet,non-rising

stemand

solidw

edgedisc.

b.G

atevalves

3”sm

allershall

bethreaded

endsand

shallbe

equippedw

itha

bronzehandw

heel.c.

Gate

valve3”

andsm

allershall

besim

ilarto

thosem

anufacturesby

Nibco

orapproved

equal.d.

All

gatevalves

shallbe

installedper

installationdetail.

7.Q

uickC

ouplingV

alvesa

Quick

couplingvalves

shallhave

abrass

two-piece

bodydesigned

forw

orkingpressure

of150

PS

I.

8.B

ackflowPrevention

Units

a.B

ackflowprevention

unitsshall

beofsize

andtype

indicatedon

theirrigation

drawings.

Installbackflow

preventionunits

inaccordance

with

irrigationconstructions

details,and

localprevailing

codes.b.

Wye

Strainersat

backflowprevention

unitsshall

havea

bronzedscrew

edbody

with

60m

eshm

odelscreen

andshall

beW

atts#777

orapproved

equal.

9.C

heckV

alvesA

nti-drainvalves

shallbe

ofheavy-duty

virginPV

Cconstruction

with

F.l.P.thread

inletandoutlet.

Internalparts

shallbe

stainlesssteel

andneoprene.

Anti-drain

valvesshall

befield

adjustableagain

drawout

from5

to40

feet ofhead.

The

anti-drainvalve

shallbe

similar

tothe

Valcon

AD

Vor

approvedequal.

PRO

GR

ESS

DR

AW

ING

IIPR

OD

UC

TS

•I

I•III

z0Si

>Si

wI0I.

liii

2

>(9L

iz,—

‘0

Co

SCA

LE

:

NIA

10.C

ontrolW

iringa.

Connections

between

theautom

aticcontrollers

andthe

electriccontrol

valvesshall

bem

adew

ithdirect

burialcopper

wire

AW

G-U

F.600

voltPilot

wires

shallbe

adifferent

colorw

irefrom

eachautom

aticcontroller.

Com

mon

wires

shallbe

white

with

adifferent

colorstripe

foreach

automatic

controller.Install

inaccordance

with

valvem

anufacturer’sspecifications

andtvire

chart.In

nocase

shallw

iresize

beless

than#14.

b.W

inngshall

occupythe

same

trenchand

shallbe

installedalong

thesam

eroute

aspressure

supplyor

laterallines

wherever

possible.c.

Where

more

thanone

(1)w

ireis

placedin

atrench, w

iringshall

betaped

togetherat

intervalsof

ten(10)

feet.d.

An

expansioncurl

shallbe

providedw

ithinthree

(3)feetof

eachw

ireconnection.

Expansion

curlshall

beof

sufficientlength

sothat

incase

of repair,the

valvebonnet

may

bebrought to

thesurface

without

disconnectionof

thecontrol

wires.

Control

wires

shallbe

laidloosely

intrench

without

stressor

stretchingof

controlw

ireconductors.

e.A

llsplices

shallbe

made

with

Scotch-Lok

#3576C

onnectorSealing

Packs,R

ainbirdsnap-rite

connector,or

approvedequal.

Use

onesplice

perconnector

sealingpack

11.A

utomatic

Controllers

a.A

utomatic

controllersand

climate

sensorsand

flowsensors

shallbe

ofsize

andtype

shown

onthe

Plans.b.

Finallocation

of automatic

controllersshall

beapproved

bythe

Ow

ner’sauthorized

representative.c.

Unless

otherwise

notedon

theplans,

the120

voltelectrical

power

tothe

automatic

controllerlocation

tobe

furnishedby

others.T

hecoordination

with

Electrical

Contractor

andfinal

electricalhook-up

shallbe

theresponsibility

ofthe

irrigationcontractor.

d.T

hecontractor

isresponsible

forproperly

programm

ingthe

controllerinconjunction

with

specifiedsensors.

Coordinate

with

them

anufacturerfor

anyneeded

assistance.

12.E

lectricC

ontrolV

alvesa.

All

electriccontrol

valvesshall

havea

manual

flowadjustm

ent.b.

Provideand

installone

controlvalve

boxfor

eachelectric

controlvalve.

13.C

ontrolV

alveB

oxesa.

Use

9by

24inch

roundbox

forall

galevalves,

Brooks

#9or

approvedequal.

b.U

se9-1/2

by16

byI

I-inchrectangular

boxfor

allelectrical

controlvalves,

Carson

Industries1419-12B

orapproved

equal.

14.Sprinkler

Heads

a.A

llsprinkler

headsshall

beof the

same

size,type,

anddeliver

thesam

erate

ofprecipitation

with

thediam

eter(O

rradius)

ofthrow.

pressure,and

dischargeas

shown

onthe

plansand’or

specifiedon

thesespecial

provisions.b.

Sprayheads

shallhave

ascrew

adjustment.

c.R

iserunits

shallbe

fabricatedin

accordancew

iththe

details.d.

Riser

nipplesfor

allsprinkler

headsshall

bethe

same

sizeas

theriser

openingin

thesprinkler

head.

III.E

XE

CU

TIO

N

A.

INSPE

CT

ION

I.Site

Conditions

a.A

llscaled

dimensions

areapproxim

ate.T

hecontractor

shallcheck

andverify

allsize

dimensions

andreceive

Architect’s

approvalprior

toproceeding

with

work

underthis

Sectionb.

Exercise

extreme

carein

excavatingand

working

nearutilities.

Contractor

shallbe

responsiblefor

damages

toutilities

which

arecaused

byhis

operationor

neglect.C

heckexisting

utilitiesdraw

ingsfor

existingutility

locations.c.

Coordinate

installationof

sprinklerirrigation

materials,

includingpipe,

sothere

shallbe

nointerference

with

utilitiesor

otherconstruction

ordifficulty

inplanting

trees,shrubs,

orgroundcovers.

B.PR

EPA

RA

TIO

NI,

PhysicalL

ayouta.

Priorto

installation,the

Contractor

shallstake

outall

pressuresupply

lines,routing

andlocation

ofsprinkler

heads.b.

All

layoutshall

beapproved

byA

rchitectprior

totrenching.

2.W

aterSupply

a.Sprinkler

irrigationsystem

shallbe

connectedto

water

supplypoints

ofconnections

asindicated

onthe

drawings.

3.E

lectricalSupply

a.E

lectricalconnections

forautom

aticcontroller

shallbe

made

toelectrical

pointsof connections

asindicated

onthe

drawings.

b.C

ontractoris

responsiblefor

minor

changescaused

byactual

siteconditions.

C.

INST

AL

LA

TIO

NI.

Trenching

a,D

igtrenches

straightand

supportpipe

continuouslyon

sandor

nativebedding

atbottom

oftrench.

Rem

oveall

stonesor

sharpobjects

fromtrench.

Lay

pipeto

aneven

grade.T

renchingexcavation

shallfollotv

layoutindicated

ondraw

ingsand

asnoted.

b.Provide

fora

minim

umof

eighteen(18”)

inchescover

forall

pressuresupply

lines.c.

Providefor

am

inimum

coverof(12”)

inchesfor

allnon-pressure

lines.U.

Providefor

minim

umcover

ofeighteen(18”)

inchesfor

allcontrol

wiring.

2.B

ackfillinga.

The

trenchesshall

notbe

backfilleduntil

allrequired

testsare

performed.

Trenches

shallbe

carefullybackfilled

with

theexcavated

material

approvedby

theSoils

Engineer

forbackfilling

consistingofearth,

loam,

sandyclay,

sand,or

otherapproved

materials,

freefrom

largeclods

ofearth

orstones.

Backfill

shallbe

compacted

inlandscape

areasto

adry

densityequal

toadjacent

undisturbedsoil

inplanting

areas.B

ackfillw

illconform

toadjacent

gradesw

ithoutdips,

sunken,areas,

humps

orother

surfaceirregularities.

b.N

oforeign

mailer

largerthan

one-half(l/2)inch

insize

will

beperm

ittedin

theinitial

backfill.c.

Floodingoftrenches

will

beperm

ittedonly

with

theapproval

ofthe

SoilsE

ngineerand

Architect.

U.lfsettlem

entoccurs

andsubsequent

adjustments

inpipe,

valvessprinkler

heads,law

nor

planting,or

otherconstruction

arenecessary,the

Contractor

shallm

akeall

requiredadjustm

entsw

ithoutcost

tothe

Ow

ner.

3.T

renchingand

Backfill

Under

Pavinga.

Trenches

locatedunder

areasof

paving,asphaltic

concreteshall

bebackfilled

with

sand(slay

ersix

inchesbelow

thepipe

andthree

inchesabove

thepipe)

andcom

pactedin

layersto

90%left

flushw

iththe

adjoininggrade.

The

sprinklerirrigation

Contractor

shallset

inplace,

capand

pressuretest

altpiping

underpaving

priorto

thepaving

work.

b.G

enerally,piping

underexisting

walks

isdone

byjacking,

boringor

hydraulicdriving,

butw

hereany

cuttingor

breakingof

sidewalks

andor

concreteis

necessary,it

shallbe

doneand

replacedby

theC

ontractoras

partof the

Contract

cost.Perm

issionto

cutor

breaksidesvalks

andor

concreteshall

beobtained

fromthe

PropertyO

wner.

c.Provide

foram

inimum

coverof tsventy-four

inchesbetw

eenthe

topofthe

pipeand

thebottom

oftheaggregate

basefor

allpressure

andnon-pressure

pipinginstalled

underasphaltic

concretepaving.

4.A

ssemblies

a.R

outingof

sprinklerirrigation

linesas

indicateon

thedraw

ingis

diagramm

atic.Install

linesand

variousassem

bliesto

confirmw

iththe

detailsshow

non

drawings.

b.Install

nom

ultipleassem

blieson

plasticlines.

Provideeach

assembly

with

itsow

noutlet.

c.Install

allassem

bliesspecified

hereinin

accordancew

ithrespective

detail.In

absenceofdetail

drawings

orspecifications

pertainingto

specificitem

srequired

tocom

pletew

ork,perform

,such

work

inaccordance

with

beststandard

practicew

ithprior

approvalofA

rchitectU.

PVC

pipeand

fittingsshall

bethoroughly

cleanedof

dirt,dust,

andm

oisturebefore

installation.Installation

andsolvent-w

eldingm

ethodsshall

beas

recomm

endedby

thepipe

andfittings

manufacture.

e.O

nPV

Cto

metal

connections,the

Contractor

shallw

orkthe

metal

connectionsfirst.

Teflon

tapeor

approvedequal

shallbe

usedon

allthreaded

PVC

toPV

C,

andon

allthreaded

PVC

tom

etaljoints.

Light

svrenchpressure

isall

thatis

required.W

herethreaded

PVC

connectionsare

requireduse

threadedPV

Cadapters

intow

hichthe

pipem

aybe

welded.

5.L

ineC

learancea.

All

linesshall

havea

minim

umclearance

ofsix

inchesfrom

eachother.

Parallellines

shallnot

beinstalled

directlyover

oneanother.

No

othertrades

areallow

edin

same

trenchw

ithirrigation

pipe

6.A

utomatic

Controller

&Install

controllerin

avandal-proof

enclosure.b.

Installas

perm

anufacturer’sinstructions.

Rem

otecontrol

valvesshall

beconnected

tocontroller

innum

ericalsequences

shown

onthe

drawing.

c.A

utomatic

controllersshall

beof

sizeand

typeshow

non

theplans.

U.Final

locationof

automatic

controllersshall

beapproved

bythe

Ow

ner’sauthorized

representative.e.

Unless

otherwise

notedon

theplans,

the120

voltelectrical

power

tothe

automatic

controllerlocation

tobe

furnishedby

othersT

hefinal

electricalhook-up

shallbe

theresponsibility

ofthe

irrigationcontractor.

f.R

emote

Control

Valves

Installw

hereshow

non

drawings

anddetails.

When

groupedtogether,

allowat

leasttw

elveinches

between

valves.Install

eachrem

otecontrol

valvein

aseparate

valvebox

7.flushing

ofSystem

a.A

fterall

newsprinkler

pipelines

andrisers

arein

placeand

connected,all

necessarydiversion

work

hasbeen

completed

andprior

toinstallation

ofsprinkler

headsthe

controlvalves

shallbe

openedand

afull

headof w

aterused

toflush

outthesystem

.b.

Sprinklerheads

shallbe

installedonly

afterflushing

ofthesystem

hasbeen

accomplished

tothe

complete

satisfactionof

theA

rchitect

8.Sprinkler

Heads

&Install

thesprinkler

headsas

designatedon

thedraw

ings.Sprinkler

headsto

beinstalled

inthis

work

shallbe

equivalentin

allrespects

tothose

itemized.

b.Spacing

ofheads

shallnot

exceedthe

maxim

umindicated

onthe

drawings.

Inno

caseshall

thespacing

exceedthe

maxim

umrecom

mended

bythe

manufacturer.

D.

TE

MPO

RA

RY

RE

PAIR

Sa.

The

Ow

nerreserves

theright

tom

aketem

porary’repairs

asnecessary’

tokeep

thesprinkler

systemequipm

entin

operatingcondition

The

exerciseof

thisright

bythe

builder-Developer

shallnot

relievethe

Contractor

ofhis

responsibilitiesunder

theterm

softhe

guaranteeas

hereinspecified.

E.FIE

LD

QU

AL

ITY

CO

NT

RO

L

I.A

djustment

oftheSystem

a.T

heC

ontractorshall

flushand

adjustheads

foroptim

umperform

anceand

toprevent

oversprayonto

walks,

roadways,

walls

fences,w

indows,

andbuildings

asm

uchas

possible.b.

Ifit

isdeterm

inedthat

adjustments

inthe

irrigationequipm

entw

illprovide

properand

more

adequatecoverage,

theC

ontractorshall

make

suchadjustm

entsprior

toplanting.

Adjustm

entsm

ayalso

includechanges

innozzle

sizesand

degreesof

areas

required.C

.L

owering

raisedsprinkler

headsby

theC

ontractorshall

beaccom

plishedw

ithinten

daysafter

notificationby

Ow

ner.U. A

ltsprinkler

headsshall

beset

perpendicularto

finishedgrades

unlessotherw

isedesignated

onthe

plans.

2.T

estingof

IrrigationSystem

a.T

heC

ontractorshall

requestthe

presenceof

theA

rchitectin

writing

atleast 48

hoursin

advanceof

testing.b.

Test

allpressure

linesunder

hydrostaticpressure

of150

poundsper

squareinch

andprove

watertight.

NO

TE

:T

estingof

pressurem

ainlines

shalloccur

priorto

installationof

electriccontrol

valves.c.

All

pipingunder

pavedareas

shaltbe

testedunder

hydrostaticpressure

of150

poundsper

squareinch

andproved

watertight

priorto

paving.U.

Sustainpressure

inm

ainlinesfor

notless

than4

hours.If

teaksdevelop,

replacejointsand

repeattest

untilentire

systemis

provensvater-tight.

e.A

llhydrostatic

testsshall

bem

adeonly

inthe

presenceof

theA

rchitectand

City

Landscape

Inspectoror

otherduly

authorizedrepresentative

oftheO

wner.

No

pipeshall

bebackfilled

untilit

hasbeen

inspected,tested

andapproved

inw

ritingand

shallbe

re-testedafter

backfilloperations

arecom

ptete.f.

Furnishednecessary

forcepum

pand

allother

testequipm

ent.g.

When

thesprinkler

irrigationsystem

iscom

pleted,perform

acoverage

testin

thepresence

oftheA

rchitectto

determine

ifthew

atercoverage

forplanting

areasis

complete

andadequate.

furnishall

materials

andperform

allw

orkrequired

tocorrect

anyinadequacies

ofcoverage

dueto

deviationsfrom

plansor

where

thesystem

hasbeen

willfully

installedas

indicatedon

thedraw

ingsw

henitis

obviouslyinadequate

without

bringingthis

tothe

attentionofthe

Architect.

This

testshall

beaccom

plishedbefore

an’groundcover

isplanted.

h.U

poncom

pletionof

eachphase

ofsvork,

theentire

systemshall

betested

andadjusted

tom

eetsite

requirements.

F.M

AIN

TE

NA

NC

E

I.T

heentire

sprinklerirrigation

systemshall

beunder

fullautom

aticoperation

fora

periodof

sevendays

priorto

anyplanting.

2.T

heA

rchitectreserves

theright

tow

aiveor

shortenthe

operationperiod.

G.

CL

EA

N-U

P

Clean-U

pshall

bem

adeas

eachportion

ofw

orkprogresses.

Refuse

andexcess

dirtshall

berem

ovedfrom

thesite,

allw

alksand

pavingshall

bebroom

edor

washed

down,

andany

damage

sustainedto

thesite

orthe

work

ofothersshall

berepaired

toits

originalcondition.

H.

FINA

LO

BSE

RV

AT

ION

PRIO

RT

OA

CC

EPT

AN

CE

I.T

heC

ontractorshall

operateeach

systemin

itsentirety

forthe

Architect

attim

eof

finalobservation.

Any

items

deemed

notacceptable

bythe

Observer

shallbe

reworked

tothe

complete

satisfactionof

theA

rchitect.2.

The

Contractor

shallshow

evidenceto

theA

rchitectthat

theO

svnerhas

receivedall

accessories,charts,

recorddraw

ings,and

equipment

asrequired

beforefinal

observationcan

occur.

I.O

BSE

RV

AT

ION

SCH

ED

UL

E

1.C

ontractorshall

beresponsible

fornotifying

theA

rchitectin

Advance

forthe

following

observationsaccording

tothe

time

indicated:a.

Pre-JobC

onference-

7days

b.Pressure

supplyline

installationand

testing-4

daysc.

Autom

aticC

ontrollerinstallation

-4days

d.C

ontrolw

ireinstallation

-4days

e.L

ateralline

andsprinkler

installation-4

daysf.

Coverage

test-4

daysg.

Finalobservation

-7

days

2,W

heninspections

havebeen

conductedby

otherthan

theA

rchitect,show

evidenceof

when

andby

whom

theseinspections

were

made.

3.N

oobservation

shallcom

mence

svithoutA

s-Built

drasvings.In

theevent

theC

ontractorcalls

foran

observationw

ithoutA

s-Built

drawings,

without

completing

previouslynoted

corrections,or

without

preparingthe

systemfor

observations,he

shallbe

responsiblefor

reimbursing

theA

rchitectat

thehourly

ratein

effectat

thetim

ethe

observation,portal

to

____________________________________

portalplus

transportationcost.

Subsequentinspections

will

notbe

performed

untilthis

chargeis

paid.PR

OG

RE

SSD

RA

WIN

G

I‘I

z001—

—

—J

c-)<

C’)

IRR

IGA

11ON

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EC

IFIC

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ION

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ET

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.

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LE

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NIA

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ND

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AP

EP

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ING

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EC

IFIC

AT

ION

S

Note

The

generaland

specificconditions

ofthese

specificationsare

anintegral

pactorthe

landscapeconstruction

documents

nodm

osthe

complied

ssith

IG

EN

ER

AL

ASC

OPE

OF

WO

RK

Fomish

alllabor!

materials.

eqoipnmnl.

andsen

icesnecessan

topros

ideall

landscapeplanting

asshoon

onthe

dmisings

andspecified

WQ

UA

LIT

YA

SSUR

AN

CE

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Qualtis

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aSabm

itdocum

entationthat

allplant

material

hasbeen

orderedto

leastS

icdass

poorin

stanof

oork

nnderthis

SectionA

rrangeprocedure

forinspection

ofplant

material

ssilhA

rchitectat

lime

ofsobm

issionPlants

shallhe

subjectIa

inspectionand

approvalof

Architect

atplace

ofgroivilt

spandclii

enfor

conformity

Inspecifications

Sochapproval

shallnot

impair

thenolst

ofinspection

andrejection

daringprogress

ofthe

mesh

Subm

itisrilton

requestfor

inspectionof

plantm

aterialof

plantsto

beinspected

atthis

time

if,in

hisjadgm

ent,a

ssffrcientqnanlils

ofplants

Isnot

asaslaMe

forinspection

The

Landscape

Architect

andO

svnerhate

conlraclaalhagreed

tonotifa

theL

andscapeC

ontractorthat

hessiIl

beresponsihle

forSnanciat

reimbursem

entIn

theL

andscapeA

rchitectfor

Additional

andnnanlicipated

lime

andm

aterialsrequired

toorganize,

re-design,re-inspector

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svhateveeis

requiredIn

guidea

substandardinstallation

orone

ohichis

notoithin

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ancelath

ePlans

andSpecifications

backloan

acceptableinstallation

Saidreim

hursemeni

isillIn

theform

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eC

ontractorfrom

theG

oner

CS

UB

MIT

fAL

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ertificateof

Inspectionof

plantm

aterialhi

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allrariiy

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OD

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TD

EL

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RY

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OR

AG

EA

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LIN

GI.

Deltven

aD

eliserfertilizer

tosite

inoriginal.

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anufacturer’sgaarm

leedchem

icalanahsis,

name.

trademark

andconfonnance

InStale

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Deliser

plantsw

ithlegible

identificationlabels

IL

aboltrees,

evergreens,bandies

ofcenialnees

ofIsLe

shrubsor

groandcaverplants.2.

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plantnam

eand

sizeindicated

onplant

list3

Use

durable.naterpreof

labelsrsiih

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remain

legiblefor

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Protectm

aterialdoting

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damage

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ordesiccation

ofeaves

The

contractorshall

nolif;the

Landscape

inspectorfour

dossin

adsancedelivers

ofoil

plantm

aterialsand

shallsubm

itan

itemized

listof

plantsin

eachdelis

en’2

PruningA

lno

lime

shallthe

treeor

plantm

aterialsbe

pruned.E

imm

edor

lappedpnnr

todetiscn

.and

alieratsanof

theirshape

shallbe

conductedonly

ssitlsthe

approsalof

theL

andscapeA

rchitect.3

Rig

htaf

InspectionT

heL

andscapeA

rchitectresers

esthe

rightto

approveor

rejeclm

anylim

enpen

delisewor

duringthe

work

anyor

allplant

material

regardingsize.

sarietsor

condition.4

SailsT

estT

oocopies

ofsoils

testsperform

edby

anapprosed

agranomic

soilstesting

labaratan’shall

besubm

ittedoith

plansA

llsail

samples

shallbe

takenin

thefield

bya

qualifiedsoils

tecbescsanand

submitted

ssilhplans

totesting

lobeunless

priorapprasol

foraltem

aliseprecedares

isgum

bythe

CityE

ngineerT

estsshall

inctedea

fertilityand

sniiabitiisanalysis

rsithorilten

recomm

endationsC

ontractorshall

comply

ssithrecom

mendations

givenfar

soilam

endments,

plantm

ateoalseleclians

andirogalion

equipment.

5Storage

aStare

plantm

oteoalin

shadeand

protectfrom

sseother,M

aintainand

protectplant

material

netlo

be

plantedss’ilhtn

fourhours

6H

andlingD

onol

dropplant

matenal

b.D

onot

pickupcontainer

plantm

aterialby’

stems

ortrunks

EJO

BC

ON

DIT

ION

SI.

PlantingPerform

aclnalplanting

onlysshen

o’ealherand

soilconditions

aresuitable

inaccordance

ssithlocally

acceptedpractice

2,Scheduling

Installtrees,

shrubsand

linerslack

ptanim

aterialbefore

hydraulicseeded

taintm

eanm

einstalled

FSA

MPL

ES

AN

DT

ES

TS

IT

heL

andscapeA

rchitectresenes

theright

tolake

andanalyze

samples

ofm

aterialsfor

conformity

tospecifications

atany

time.

Contractor

shallfurnish

samples

openrequest

byL

andscapeA

rchitectR

ejectedm

aterialsshall

beim

mediately

mm

osed

fromthe

siteand

premises

atC

nntmcio?s

expenseC

ostof

teslingof

malenals

notm

eetingspecifications

shallbe

paidN

Contractor

2A

gncallnralSuitabihio

ofthesoil

shallbe

determined

bya

credentialedsoil

sciencetaboralosy.

The

Laberolon’

shallprepare

an’rillen

reperton

thesoil

testingnbich

shallsnclnde

adetailed

descriptionof

lestresults

alongoith

recomm

endationsfor

backfilland

surfacesoil

amendm

entsT

hecontractor

shallbe

eespeesiblefor

thetesting

andfor

fatteningthe

recomm

endationsofthe

agrenamic

soilsreport.

3.A

griculloratsuitabihils

analysisof

soila

Most

sncladepH

meaanrem

enlis

theSaturation

Extract,

Electrical

Conducliritv

ofthe

sotneolionextract

andSodium

Adsorption

Ratio

ofthe

saturationextract.

The

apprasedprecedm

esm

ethe

fohinningpH

Methed2t

Saturation

Extraci

Method

2Sodium

Adsorpuon

Ratio

Methed

2itb

Methods

oftheU

nitedStoles

SalinityL

aboratanan

publishedin

theA

gricuhinralH

andbeokN

umber

6(1entitled

“Diagnosis

andIm

prnsemnel

ofSaline

andA

lkaliSoils”

bT

hefollooteg

sutnentsand

elements

msst

bedeterm

inedoith

anA

merican

Societyof

Agronam

sor

SoilScience

SocietyofA

menca

approred

extracliunm

ethedInterpretation

datam

uobe

gssenciting

cancentrolionsw

hichare

consideredlobe

Inn,m

ediumand

highheron,

calcium,

copper,iron.

ruagnesinm,

manganese,

molybdenum

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pelansiues,sedium

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andzInc

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heappros

edm

etlsedsm

eIhase

citedby

theC

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SoilT

estingand

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nalysisand

thosem

ethodscorrenlb’

publishedby

SoilScience

Societs’of

Am

ericom

anuals.C

omm

snscotiunsin

SailScience

andPlant

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SoilScience

andSoil

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ofA

merica

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Appeased

methods

forphosphorus

me

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Pt.B

rayP2,

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P.D

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monium

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u’aterextract

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bicarhonale-DT

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extractT

hesaluration

exlracsm

ostbe

analyzedfor

calcium,

magnesium

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chloride,phespharus.

nitrateand

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The

fallontog

iracem

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ustbe

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TPA

exlractalum

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arsonic,cadm

ium,

chromium

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lead,lithium

,nickel,

selenium,

sitscc.

strontium,

tinand

sanadiume,

The

presenceof

calcinmcarbonate

antherm

agnesiumcarbonate

must

bedeleenrisedf.

SailT

exturelgravel.

sand,silt

andctayl

most

bedeterm

inedD

elemsine

orgonicm

oltercontent

bythe

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carbonT

hequalsq’

ofthe

organicm

attershall

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inedby

measuring

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nitrogen.g

Interpretationof

nslnliosaldeficiencies

orexcesses

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losicitiesm

astbe

givenh.

Determ

inethe

foltassingby

methods

appeasedby

theA

merican

Secielyof

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yan

publishedIn

theM

ethodsof

SoilA

nalysis.m

ethodsof

theU

nitedSlates

SalinityL

oboraton’an

publishedis

theA

gricailuralH

andbookN

umber

tillentitled

“Diagnosis

andIm

peos’eraenlof

Salineand

Alkali

Soils.“

andhulk

densityof

clodsby

them

ethodpobhshod

inSoil

Science.sot

155,325-339

(1993)E

xchangeableA

esmanium

cationB

aneSaturation

Cation

Eschange

Capacity

Waler

InfiltrationR

ate-

Method

34bof

Agricullural

Handbonk

Num

berfat

IIf

requiredfor

mare

complete

soilcharacterization,

determine

thefolloning

bym

ethodsapproved

bythe

Am

encanSeciely’

ofA

gronomy

anpsblished

isthe

Methods

ofSail

Analysis,

methods

ofthe

United

StalesSalinity

Labutatan’

anpublished

inIhe

Agricohinral

handbookN

umber

69entitled

“Diagnosis

andlesptnsem

entof

Salineand

Alkali

Soils,”

andbalk

densityof

clodsby

liem

ethodpublished

InSoil

Scieoce,sal

153,325-3311)19931

Carbonates

Meanm

ement

SoilB

ulkD

ensityIC

ompacliont

3E

leruenoddolnrm

inaoonsto

mode

accordingto

methods

appeasedby

theE

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bythe

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ooconSociety

ofA

gronomy

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UA

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All

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3a

USD

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andbookN

umber

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maxim

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andFertilizers

aSoil

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aland

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innature.

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following

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minim

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pG).

asrequired

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suitablefor

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Under

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notbe

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othergrasses

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original

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dram

alchin

ga

Wood

Cellulose

Mulch

shalthe

calm.

nalaral,w

oodcrtlalose

fiberN

utmal

wood

coltalosefiber

shalthe

processedin

sacha

manner

thatri

will

containno

growth

orgernrraarion-m

hibiengfactors

andshalt

hedyed

greento

facilitatem

atenngof

naaterialsII

shallbe

manafactured

insaab

nm

annerthat

afiereach

additionand

agitationin

slamtanks

with

fertilizer,seed

water

andother

approred

eddisises.the

fibersin

them

arenalstill

become

aniformly

smpended

Informa

hamogenanm

stem’

andthaI

when

bydraalicalty

sprayedan

theground

cosCr

impregnated

uniformly

with

seed.w

hichafler

application,w

iltallow

’the

ahoorpeonof

moisture

andw

iltallow

’rainfall

topercolate

tothe

andething

soilh.

Fertilizershalt

consistof

organicm

aterialscom

prisedof

decompesed

animal

andvegetable

maIler

andcam

pestedto

supportbacterial

cutimes

Fertilizershall

be“G

m-Pow

er”er

approvedequal

SoilB

inderT

ermT

ackIII

orapprated

equald

Ham

eclanlH

L-flll

Ham

ecianior

apprared

eqoal12,

Equipm

entH

ythaalic

equipment

usedfor

theapplication

efslurry’

shallbase

abuilt-in

agitalionsyslem

with

anoperating

capacihsuffrciert

toagitate,

saspeadand

homogeneously

mis

aboveslurry’

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linesshalt

belarge

enoughto

preventsloppage

andto

provideeren

distnihationof

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uien

ihegroand

Inorder

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properro

terage.she

pamp

must

becapable

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apto

1511psi

atthe

nozzleT

heslarw

tanksshalt

havea

minim

umcapacity

of1,5191

gallonsand

shaltho

moanled

ena

travelinganit

which

wilt

placethe

slum’

lankand

spraynozzles

within

sufficientprexim

ityto

iheareas

tobe

seededso

asto

provideuniform

distributionsssthaui

wanle

13W

eedA

balement

ProgramT

heherbicide

“Round-U

p”or

apprei’odeqoal

shallhom

edfor

slope!planting

areasSee

Seclions111-0-2

and111-0-7

forguidelines

forproper

applrcationprocedures

14.M

iscellaneomM

aterialsa

sand-washed

rivensan

der

equalb

pestem

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eedkilter:

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p”tree

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IIIE

XE

CU

TIO

N

AIN

SPEC

TIO

NV

erifyihat

finalgrades

havebeen

eslablishedprior

10begioning

plantingoperations

Inspecitrees,

shrubs,and

material

forinjury’

andm

artinfestation,

andinspect

treesand

shmbs

forim

properpruning

Do

eelbegin

plantingtrees

ontitdeficiencies

arecorrected

orplants

replaced.

BPR

EPA

RA

TIO

NSlake

outlecesiens

forplanss

andauitiae

ofplanting

bedson

groandD

onot

beginesges

alienuntil

planttocaliens

andplant

bedsare

acceptableto

Arehitoci

The

irrigationsyslem

shallhare

beeeinstalled

andappros

edprier

tosoil

preparation

C.

INST

AL

LA

TIO

N

IE

srasatienof

Plantinga

Shape(I)V

erticalsides

andflat

bottom(2)

Plantpits

lobesquare

farhex

material,

circularfor

cannedm

atenalSize

Ml

treesshall

hasa

plantedpits

dugto

icethe

diameter

andso

thedepth

efshe

rootball

BarkS

lIarnand

thereothalt

with

preparedbackfill

mis

Refer

toplanting

Details

farspecific

method

2Prepam

rianof

PlantingA

reasa

Afier

apprasimale

finishedgrades

harebeen

established,soil

shallhr

conthtionedand

fertilizedin

ihefollow

ingm

annerN

itrogen-stabilizedorganic

amendm

entand

amm

antamphosphate

shallas

thefollow

ingrates,

beanifenah

spreadand

cultivatedthom

eughtaby

nteaesof

mechanical

litterinto

lop6”

ofsail

(I)N

itrogen-StabilszedO

rganicA

mendm

ent4

cu.yards/loO

tssq.

ft.(2)

Arnm

oniamP

hasphate6-211-21)

15lbs

71.000sq.

fs.(31

ISalbs

Agriculture

Gspsum

I1.01)0

sqft

bA

llsail

areashall

hecom

pactedand

settledby’

applirationof

hoaryirrigation

toa

minim

umdepth

ofIn

elicinches.

Al

lime

ofptantrng.

shetop

baainches

ofturf

arms

tobesodded

orseededshall

hefree

ofsiones,

stumps

anotherdelelerious

maiter

I”in

diameter

enlargerIn

groandcoren

areas,the

top1sto

inchesshall

befree

ofstones.

slunrpsor

utherdetetenom

matter

2-(inthdiam

eteror

largerA

llplanting

arms

shallbe

freefm

mall

ssire,plasler

ensim

ilarobjects

3Final

Grades

aA

flerthe

forrgoisgspecified

deepw

’utenng.m

inimum

modrficalions

tograde

oatsbe

requiredto

establishthe

finalgrade.

These

arms

shallnot

bew

orkedanlil

them

oisturecontent

hasbeen

reducedlea

posnlishere

aorkrngit

will

sosdestroy

soilslnsgtare

bFinish

gradingshall

insureproper

drainageof

thesIte

c.A

llareas

shallbe

gradedso

thaithe

floatgrades

wilt

beI”

below’

ad1aceslpaved

arms,

sidewalks,

salvmboxes,

headers,cteanouts.

drains.m

anholes,n

cin

turfarm

s.and

2”below

ingroandcas

esareas

Surfacedrasnage

shallbe

away

fromall

brnldrngfeandalions

e.E

tiednatealt

eransonscaes

Plantingareas

receissog

sadshall

smlatn

afinish

gradeof

adepth

thussnstalled

sodshall

beflm

hrssth

finishsurfaces

(walks,

posedareas.

etc).g.

All

plantingareas

shalthate

afinish

gradeconform

ingbe

approsedplans

andspecifications

afterfull

srlttemenl

hasoceooed

4D

ispeseof

anaccepiabteor

onanedexcess

soiloff

siteand

premises.

DPL

AN

TIN

GIN

STA

LL

AT

ION

IG

eneeda

Actual

planoegshall

beperform

eddanng

thme

periodsw

henw

eatherand

soilconditions

aresaitsble

andin

accordancew

ithlacalh

accepiodpracltce,

asapprored

by’the

Landscape

Arctsooct

hO

salyan

mossy

plantsas

ranbe

plannedand

watered

onthai

same

das’shall

bedistributed

ina

plantingarea

Inesrrem

eheaL

planlsshall

bew

ateredim

enediasetyafter

plantingc

Canlainers

shallbe

openedand

plantsshall

berem

esedin

suche

manner

thatshe

ballof

earthsuooondsng

iherants

isnut

broken,and

thorshall

heplanted

andw

ateredan

hereinspecified

smm

ediatebafire

remos

alfrom

thecantalners

Conialnees

shaltnot

beopened

prierto

placingthe

planssin

theplanting

area2

Weed

Conlrol

After

soilpreparation

andesiahlishm

entof

finalgrades

prierle

aniplanliog.

theC

onlractorshall

irrigatethorooghly

fora

periodof

lime,

lisato

threew

eeksor

untilIhe

word

seedshave

geonineled.W

henshere

issufficient

weed

reedgerednatson,

theC

onlructonshall

applya

posbem

ergenlcontact

weed

killeraccording

lathe

directionsof

lhnm

anufaclurerT

heC

ontractorshall

thenw

allan

additionaltw

ow

eeksto

allowthe

wend

killerso

thssipote.then

planIas

indicatedis

theplans

andspecifications

Contractor

shallm

emar’e

anyresidual

foliageand/or

roots.3

Layout

ofM

ajorPlantings.

Loraooas

farplants

andoullines

ofareas

lobepbanied

shallbe

marked

onthe

groandby

sheconlnacbor

beforeany

planbpils

aredog.

All

sorblocutions

shallbe

approredby

bhelandscape

Architect

Ifanundergreand

constructionor

utititsline

isenraanirnnd

inshe

escas’asiosof

plantingareas.

otherlocations

may

beselected

bythe

landscapeA

rchitect4

Planlingof

Trees

andShrubs

aE

srasaltonfur

plansingshall

includeshe

sirippingand

stackingof

allacceptable

topsailencoonterad

within

theareas

Inbe

escavuledfor

trenches,tree

holes,plants

pitsand

plansingbeds,

bC

anR

emoral

(I(C

utcans

onIw

osides

svtlhan

uccepsublecan

cotter(2)

Do

salinjure

rantball

(3)D

osal

catcans

with

espade

erase(4(

Carefully

remove

planisw

ithoutinjury

ordam

ageso

rantball.

(5)A

fterrem

evingplank

superficiallycm

edge-rantsssith

kaifnon

threesides,

cB

oxR

emosal

(I)R

emove

beltomof

plantboxes

beforeplanting

(2(rem

ovesides

ofbox

rvilhautdam

ageto

ranthaltoften

pasibiosingplant

andpartially

backfillingA

llexcesated

halesshall

hosesenical

sidesw

ithraaghrned

surfacesand

shaltbe

ofasize

thatis

atleant

two

times

thew

idthand

oneand

Ihedepth

ofthe

originalplant

container.T

heholes

shallbe,

inall

cases.large

enough10

permit

handlingand

planling.w

ibhoutinjury’

orbreakage

toshe

rootson

noelball.

Refer

soStandard

PlantingD

etails.E

xcusatari

holesfor

slopeplanlings

shallbe

dugtw

otim

esoriginal

plansrontainer

width,

prosding

aperenanenl

Cinch

bermareand

planspis

Prolectall

areasfrom

excessivecom

pactionw

hentrucking

plantsor

otherrnalertal

bethe

plansiogsite

gC

enterplans

inpis

oninench

hFace

plantsw

ithfullest

gmesssh

intopras

ailingw

indSee

planspbem

band

holdogidls

inpesioan

anlibsoil

hasbeen

sampod

firstlyareand

ballor

molt

Container

planbsshall

behockfitled

with

-h

pans

byrolum

eon-site

topsail-2

pansby

salamo

organicusneodm

zni-

6-20-2tifertilizer

anyas

perchart

bdosvI

gallonI

handful5

gallon2

handfuls15

gallon3

handfulsIS”

box4

handfals24”

hasS

handfuls30”

box0

handfuls36”

box7

handfuls42”

box5

handfuls45”

box9

handfulsho”

boxtO

handfulsI

handfulapproxim

atelyequals

4-tiaances(

iA

llplants

which

seoledeeper

thanspecified

uboi’eshall

beraised

sothe

correctlevel

After

theplanI

hasboen

placed.addiiioral

backfillshalt

beadded

bathehole

torover

appraximaIel

one-halfof

theheight

ofthe

roothalt

At

thisslage.

water

shaltbe

addedto

thelop

ofshe

partly-filledhole

bethoroughly

sabacatethe

ransball

andadjacens

sailE

xcessm

itgenerated

fromshe

planongholes

may

bedism

butedon

thesite

andam

endedan

specifiedin

generalsail

preparationk.

Hand

placeplants

sthichore

incontainers

bessthan

onegallon

insize

I.Hand

backfilland

hamp

tamp,

leasinga

rlighbdepression

acoandbases

ofplants.

m,

Plantingtablets

shallbe

setw

itheach

planson

thetap

ofhe

rantball

while

theplants

aresoil

istheir

coobalneesso

therequired

namber

ofiahleis

10hom

edin

eachhale

canbe

easilysreified

s.‘hoer

thew

aterhas

campteieh

drained,planting

tabletsshall

beplaced

antndtcabrd

percontainer

sizebelow

Igallon

Itablet

5gallon

2bablets

ISgallon

3tablets

IS”box

4sahlets

24”box

5tablets

31ffbox

6tablets

36”box

7tablets

42”box

Stablets

48”box

9tablets

tilt”has

10iableis

NWI

oWat

es

W1—PL

AN

TIN

GS

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ICA

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NS

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5-m20m5as260

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)

PRO

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thehale

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After

backfllling.an

earthenbasin

shallhe

cnnstmcted

arnnndeach

plantE

achbasin

shallhe

ofa

depthsnfficicnt

inheld

atleast

two

inchesnfw

alerB

asinsshaD

heo

fasize

satiablefar

theindividual

planslan

ecase

shallshe

basinfare

fsfleee-eallonplant

heless

thanfear

feetin

disaseser.far

afiee-gollon

plansless

thanthree

feesin

diameter

andfern

one-gallonplans

lassthan

lessthan

ion

feesin

diaoseieoT

hebasses

shallbe

constructedof

nmended

backfillm

alenalsq

Panningshall

belim

itedto

them

ieimem

necessatxin

remos

em

jarednips

andbranches

andin

compansaso

farless

efroots

dnnngtransplanting,

busnes

erieexceed

eec-thirdof

thehm

nchsegesreciere

Upan

nppros-nlef

theL

andscapeA

rchitect,pruning

my

netbe

donebefore

deltvewnf

plantbet

eatbefore

plantshave

beeninspected

andappros

edC

atsever

314”in

diameter

shallbe

patetedsvslh

Ireeseal

rStaking

andG

nyieg(I)

Slakingof

alltrees

shallceeform

soslim

essakieg

andtree

flayingdetails(2)

Tree

stakesshall

bessraighs-grained.

ledgepale

pineStakes

shallbe

freefrom

keels,checks,

splitsas

disfigoremeete

Gas

asindicated

imm

ediniehafter

planting,using

threegus

sper

ieee,guys

placedas

Inflee

eqaslsappari

intree

themany

directionInstall

asvam

ingflag

aeeach

gusProtect

baskof

treebs’

connectingslice

with

“Csech-T

ic”A

nchorgas-

litressvidt

“deadmee”

busiedat

least2

feetbelosv

Seishgrade.

Tighten

gellieesIon

flosstansies,

Installndditioeal

gass

shouldtam

gruseibbe

saclilhai

threegay

sviresdo

notgive

seqsiredequal

sappeiafrom

alldirections

Vine

PlanttngV

inesshall

haveco

edslake

sappnrtrem

osodntthaut

damage

Inplans

andthe

s-toetrained

apesshe

adjacentpests

andcalls

asdirected

be’the

plan

arL

andscapeA

rchitectV

inesshall

beheldto

pastsand

overheadsby

plasticgreen

ribbon(“heasy

daly”)and

es-nbalsa,

aolaw

ls,as

directedby

theL

andscapeA

rchitectar

detailsI

Where

strealtrees

occarw

ithintree

svellsas

areadjacent

seesabstantial

amonot

afpar

omens,

aseb-sarface

planterbox

l”Deep-R

oot”as

approvedeqeal)

shallbe

med

flexshall

beinstalled

perD

esails,a.

Location

farsiseei

treesadjacent

toany

Iighlstandards

oretslity

equipment

shallbe

adjustedto

maintain

asuitable

clearance,as

approvedby

theC

ityL

andscapeA

schilecl,5

Plantingof

Ground

Cosess

aG

roandcover

plantsshall

begrow

nin

flatsar

peaspots

ortaken

asceilings,

asindicated

anthe

plansFlat

grown

plants(roosed

castings)shall

remain

inthese

flatsaelil

transplantingT

heflat’s

sailshall

cantonsafficiens

moislure

thatitsvill

notfall

spanc-hen

lifitngthe

plantsIfplants

frompeal

peisare

used,the

palsshall

beprotected

alall

times

priorto

plantingto

preseel

onnecessandix

ingof

therant

ballC

ranedeaser

shallbe

plantedte

straightross-sander

eatsspaced.

unlessothensise

noted,at

intersale

calledcalled

octin

thedraw

ingsT

hangelasspacing

shallbe

asedanless

oshenvisenoted

inthe

drawings

Each

cantedplant

shallho

plansedw

iihits

groportienateam

ountof

finssoil

nasapeat

pot,in

am

annerthat

will

snuorem

inimum

disimbance

ofthe

rootso

slam,

hutin

nocase

shallthis

dopshbe

lessthan

two

nodesT

onsoid

dn’iagoat.

plantingsshall

beim

mediately

spankleredafter

plantingunsil

iheentire

areais

soakedto

shefull

depthof

eachhole.

anlessuthens

isoontcd

onshe

drawings

dC

areshall

hoexercised

atall

limes

topraiaci

theplants

afterplanong

Any

damage

soplants

byiram

piagor

otheropem

sionsof

sheC

ootrnrlorshall

berepaired

imm

ediatetsCs

Flanisegof

Law

na,

Law

nisall

beplanted

byhand

seeding,hidusseeding,

and/orsodthag

asindicated

onthe

plansb.

After

pcoparaeonnf

soilin

accordaocesvtih

1hzsecnon

anG

radtngand

SoilPreparation.”

theareas

tobe

planiedin

lawn

shallbe

rolled,raked

andflow

ed10

finishgrade

beany

acceptablem

ethod,w

ith1hz

finishgm

deha

an’acceptable

method.

with

thefinish

gradebeing

smoath

andeven,

freeof

rocksand

clodsand

seasonablyw

ell-firmed,

Priorso

planuag.the

surfaceof

theam

ashall

besufficieeilo

looseand

friableto

receivethe

sendsof

sot

Pre-Fenliz,aiionJm

iprior

Sothe

plantingof

iarf,eseelo

broadcasiappsopnate

feoilizoras

specifiedin

theappros

adsoils

repeatd

Method

(IISeed

Asatisfacton’

method

ofsow

ingshall

beem

plosed,

usingan

approsed.m

echanical,pew

-er-drawn

driller-sender,m

echanicalhand-seeder

orother

spprosodcqsipm

entT

heraie

ofapplication

ofseed

will

bespecified

onthe

plansand

andia

ihespecificotioos

The

seedshall

becoiered

bym

eansof

aw

iredrag.

spikn-ioothed.banoss

celupackeror

etherapprosed

desice

Seededareas

shallinsm

ediaielybe

compacted

be-m

eansof

acalupacker,

ralleser

etherapproved

eqalpmeat

weighing

fig10911

peandsper

linensfans

ofrallw

Finalrolling

shallbe

ulaght

anglesio

slopesto

presenterosion

wheres

erpossible

mesal

siaplmfi pied

farthese

usedused

anerosion

controlm

ailing,if

noemsaw

(2)Sod

Soilpreparasian,

finishgrading

andfnoslieaiioe

shallbe

asspenfied

forseeded

lawns.

excepithat

thesob-sail

finishgrade

shallbe

iwo

inchesbelow

-final

gradeIa

alloo’for

thethickness

ofsod

Lassod

down

inan

edirccnon

only,w

ithclose

filedjoints.

The

endsof

eachstrip

shallbe

siaggoredso

eliminate

ceesesom

JoiningSingle

sodon

steepslopes

with

metal

sinplesis

picalfor

thoseused

anerosion

controlm

ailing,if

neemuan

eW

atenogIm

metharety

followsag

planitngas

lopdressing,

ifapplied.

app1’alight

fine,m

liispans

Iaanchor

theseed

and/ordressing

Iato

iheseth,

forming

apsoieesis

erm

stIa

preventw

inderosion

andds3

iagof

theseed

The

lawn

mom

shallhr

kepsm

oissanul

fall’gnessiaased.

Falle’germ

inasedlaw

nareas

shallbe

allowed

indn

snificientlyto

permit

rollingw

sshapproxim

atelotrio

hundredto

threehundred

peaodssntes-w

’eightedroller

tosatisfacsoels

compass

thesoil

aroandshe

grassroots

andprovide

afirm

.sm

ooshm

owing

surface

7H

sdsmeeded

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Eqaipnseas

aW

eedC

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ponthe

compleltan

oftheirrigaiian

sestem

andand

afterall

existingw

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hems

remos

adfrom

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ertilizershall

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