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NOTTOSCAlE
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CITY
OF
IRVINE
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LANDSCAPE
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. -·-··-·-·--·-J •C, '-..
20271 ACACIA STREt:iT
NEWPORT BEACH, CA 92660
TEL (949) 261-1755 • FAX (949) 261-1975
TO
1-'zr:;;,frit.. ·····-·-·-· J-f~-----,-----
BEACH
ER -NEWPORT BEACH
PHASE 2
EMERGENCY TELEPHONE NUMBERS
AGENCY DAY
SOVTHERNCAUFORNIAGASCOMPANY 1 (800) 624-8153
SOUTHERN CALIFORNIA EDISON COMPANY 1 (800) 611-1911
PACIFIC TELEPHONE COMPANY 611
CITY OF NEWPORT BEACH (UTILITIES DEPT) 1 (949) 644-3011
COUNTYSANffATION DISTRICTS 1 (714) 962-2411
COMCAST CABLEVISION 1 (714) 542-6222
UNDERGROUNDSERVICEALERT 1 (800) 422-4133
t.!NVE~GROUNO SERVICE ALERT or SCUJTH.ERN CAUFORWA
NIGHT
1 (800) 634-0251
1 (800) 895-0221
611
1 (949) 644-3717
1 (949) 542-6222
1 (800) 422-4133
SHEET INDEX:
1 COVEP-SHEET
2 CONSTP-UCTION PLAN
3 IRRIG,ATION PLAN
4 IRRIGATION DETAILS
5 PLANTING PLAN
6 IRRIG. $ PLANTING SPECS.
APPROVED
l!<.ViNE A\/E.
CO'/ER SHEET
C3279
MEDIAN LANDSC.APE PLANS
PHPSE ONE
~ DATF ~,._w-\~,1----1---1-------------+---h;:.;;;:;:;==;::::::;:::,~-=·=-····=·1-----------,--------1 ' ·-f!E~l.~NFD '•flAV'IH DATE DY DESCR!PT!ON APP'D. -""'...., -u t,\, CITY OF NEWPORT BEACH P-517'i-0,
PUBUC WORKS DEPARTMENT GENERALSERV
REVISIONS CHECKED DAT[ SHt:Ei 1 OF 6
J
0.-
J cc
PHASE 1
CD
(;~-.) (;·)
"T"'
r-, ~\ r "'° \ I,,.,~
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D
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PHASE 1
®
-~-:~-c===-=.·;, ="-i===-•-
' _:c;_;;;;;;;;;;c=..======c::-·:;;;-;;.;:···::: .. ;;;:· ·;::···:::· .. ;;;:·-====;;_;·:;;;·;:c·· .. c:;-c:c .... ===c:;;;;:r-'-'·=·::: .... ::: .. ;;;;·c_;· -'C..C ----
~
~>-
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PHASE 1 13
iw I to
J~ ~--------" ®
! .-, )) (~)
·--·--·---····----+
, G ':" 6.. -~.· C, ,:, 0 i
>-Ill _\
_\
<(
I i I
IRYINE AYE. i
. I
']--+-+-----------------------~~=---"-"'"----___ -__ -__ -___ -_-___ -__ ---·-"'j-t:~--------------
i
I
li<VINEAVE.
NE\.VPORT BE,.'\CH
F!RE DEDT.
I
I J
DL
\...'. ill
T I-
co ~
Ol D
m
Ol ill z
~ I:
ill ill >> 0 flt'. DD
i ll=qVINE AVE.
' 301'±
WESTCLlf"'F SHOPPiNG CENTER
0)
0
)--
IU __J
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I I I PHASE 1 l0
---------·--
LEGEND
MEDIAN NUMBER
,;
IRYINE AYE.
,◄·· ........ ,.._., ... _ .. ___ _
i .
M.ARINEl<S t:LEMENT.A.RY SCHOOL
/3, X ,.i > ... 16 SPL ;;
f'..: .. ,L:c~ co:,:c .. :::;1__..0::::-:: --,
TYPICAL MEDIAN WALL SECTION
' I 20 40 80
STAMPED COL.,ORED
CONC-, 4· THICK. I
CONSTRUCTION NO-,,E NO. 8.
TYPICAL MEDLAN SECTION
NOl<TH
SCALE: 1" = 40'-0"
20271 ACACIA STREET
NEWPORT BEACH, CA 92660
TEL (949) 261•1755 • FAX (949) 261·1975
j.\ I-.i
CON5TRUCT!ON NOTE >JO. 8.
2
,-• ·-
( e,:
·"·· ✓
(~0
DATE BY
)
~ 3 D l-
<( ill
(.) ~
DI. I-
[!) ill
,,,-:;._ LJTf-:GC>-,=20i""i[ COL.CR ~At<D~...iER) ~::L~__,~) CO~.Of< \VA.►Z PL:.< i"';,6 ,>,'.L.::FAC7! .. ,F<S:'S·
so2c:Hc,,~~-·:o~;s. ;::-'Rov1r::1;: 3/2/ E'<r.::.1::: .. :-,...JsiOt"-~ JC1NTS .. :\·T 1s ;;:": ~;.c. e,cH,~C<E"7T:
-5C3-L
GENERAi-NOTES
1, AL.L \NORK DEi AiL2D ON THt?-SE PLANS TO BE: DE;f<FO;;2M2.D UNDE<
CONT~CT SHALL. EXCEPT AS OTHCR\A/iSE: STATED IN i}·!E CITY'S
STANDARD SPECl,"-L PRCViS:ONS, OR IN THIS CCNTf<ACTS SPECV,,L
PROV!S!Oi''\JS, BE CONDUCTED lN ACCORD/.l\NCE W!TH THE "STANDPJ<D
SPECIFiCATIGNS FOr< PUBUC \)v'ORKS CONST!<UCTION: 1997 EDITION, ;:\ND
SUPPLEMENTS TO DATE.
2. E.X:St:-:NG UNDERGROUND UTILITIES ARE Sf-:OWN PS PER AVAll...i~SLE
RECORDS. THE CONTRACTOR SHALc. BE RESPONS:3LE FOR Vf-RFYING THE
ACTUAl.. LOCAT(ON AND E:LEVAT!ON iN THE F:E:LD PRIO!< 7"0 BEG!N~Ji~G
CONSTRUCTION.
APPROVED
li<VlNE A\/E.
C3279
l""EDl,t\N LANDSCAPE PLANS
Pf--iASE ONE
DATE
DESCRIPTION APP'D. DESIGNED
REVISIONS Ct-!ESKE:D
DHAWN
Df•TE
CITY OF NEIii/PORT BEACH
PUBLIC WORKS DEPARTMENT S! IEET :2 OF 6
j
C\.-
(\
J
)
_/ 0"\
r ::r, .:;r~
1--
: ~-'l_'.:2
R'\!Nl'1/>._5--;-ER. EVOLUTION
r:.::,:s-s;:Jx12s·-\\/!T,-: f-<:Dx-0.;.:,,
CONTROLLER IN STAi~.-.JLESS
STEEL PEDESTAL..
N.
D
lL ll
__ j ll I-·
i,fl
Ill
3
PHASE 1
G)
(
PHASE1
MED!AN NUMBER
TYPIGAL ------··-·-··· · · · ·---1
)-w
....I _l <
II<. VINE AVE.
PHASE 1
@
i!<.VINE AVE.
NE\IVPORT Bf:'..A,CH
Fl'.<E DEPT.
I
Ol WW >> 0 l.'l aa
\VESTCLiFF SHOPPING CENTER
iTEMS FUi'<NISHED BY CITY TO CONTR-'¾CTOR
RAlt,MASTER (HSDX-RF RAD!O COMM. BOARD)
RAINr----'cASTER (HSEV-RADIO)
RAINM,,STER ( HSEV-ANT-FD DOME ANTE~!NA)
PAINM.ASTER (E\/-CEl'JTR/!-.L-~ITE SOFl\.VARE),
CONTl<ACTOR SKL\LL ARRA:NGE FOR AND
Pl<OVIDE ELECTRICAL SERVICE= FOR
CO!'rlRQ:_LER
NCiRTH
SCALE: 1' ~ 40-0"
20271 ACACIA STREET
NEWPORT !lEA.Cll, CA 92660
TEL. (949) 261-1755 • FAX (9t , 26i~1975
z
..J
PHASE1
rn:s !f<:R!GATION 5Y51 Et'-SHALL BS INSTALLED BY A
CC'.';PEiENT l.ANDSCAP'.:: CQt~TR-\CTOR: E'.'.PSfllENCf.D IN
IR~iGAT:ON INSl,ALLA.TlON A~JD THE &\SIG F!JNDN1;'.}ffALS
CF ITS HYDM!JL!C !JE~iAN!JS. ---ti
<(
I
IJl _®_2 _____ __)
\/,..;\L.,\/!5: ;-.._,C;:---~ / 1 \
~\;:::QC·-~ (S~·;·:•-~ ->-[: '.~. '.~~~-•~1 _ ~~.:.
\/-';..L-VE s;zs •-i,Ji,,, r l >"<•~-----
2NCLOSED r<.P. DE'/;CE,
r--1..c\STE:R VALVE.
AND FLO'V,/ SEkiSOR L.OCA ";'"!ON
OBSTRUCTIONS
·r:<Et=S, 2.-:-c.; ~-rERr:::::;,:E V\,r'}-1 T:-if:
SPKD\ Y Ft>-,TTCK~ CF "THE SPRlf',.:f.:~L:::R
CCV2K-•~\6E, T!-·:2 i!<R,G,b\ T!O"'.i
COi"fn?.Z\CTO< S!--1.ALL.. ~:f:_D .. ~DJL:S-T
-:1-1E SPki;~<L.EQ SYS .. !E.r-.i BY !~::01/),.,L-LING
P-. C'~~: .. A,RTER c:RC'._[: Ok H_,C,-l_F :::1r.:c.-:L.x::
SPR.il',JK;_E;;z r1::::.A.D er~~ EAC 1-·i s1:::i2 OF THE
G3STRUC7!0N so ,'\S TO pc:;;:c.:iv:DE
P!:2-CPE'< COV~KA.GE. .~'.-_
.i:--C)j:...iS1l12~·.._.rTS, S:-·i.4-LL BE ~..--:_£'.,._[):;: /<I NO
' r -~;5 ~
,32:5~T~E~
DATE BY
Rl<.IGATION . -· ···---·-
i ~ THE !::VENT THER2: !S
FIELD MOD1FICATICN
CONTRACTOR SHALL
L!SE THE FOLLOVv':NG
CH,,.~RTS FOR siz:NG
IRRIGAT,ON EQUIPMENT.
CL. 315 PVC PIPE.
G.Pl"'!
:) TO 9
10 TC 1.5
10 ;·o 2s
::.2fj TO 32
33 70 50
5°: TO 70
T, ·,·o iOO
PiPE _s,;;!i?.
G;::.>,'-1 3/4-"
G~,"'1 r
G?M; 1/4"
GPr--111/2"
G?'"12'
GPM 21/'.?"
'SP,..,.,, .3"
r1AN / l-4Je:9.P-Ll'-1 1N. sc-..:H ..:;.o
PVC
i/':J."
LEGEND -. ···-----.... --·---
SYi'1BOL MAf\-JUFACTUt<E MODEL ,'¾JO. DESCf.2,/;:7!70N NOZZLE R/-\O!U£. G.P.M. PATTERN f----~------~-----~-----------------~----~-----
,. T ::T< ,-) -··-··-·-··-------r-~--'· _, .. _.
____ ,, ___ ,_,., ___ , __ , __ , __ J
V
DESCRIPTION
REV!SIOl~S
---~---t----!.t_::._-?_, -~-~,-::~·r
' ,,-H,R''_") "<2 POP uC'· c',P;;'A"( 1el'.-'D ' ..... ____ .,.!
\2' oor:: :_;p 0,Pt,?.b\"s' ,-:r,:::_,;,.,.L. I ::.1 -.---c_ .. _:•:.':-· .. :;;+: ·-i-------... 1 ...... ---... " .............. ---·---------:---..
--,,-·~---' I
-I ::_;·_.-".:,-.';:: -1::J·; 7:2" oo;:: U? :-:;,::·:;-,;;~.c:.,_y ~E-J-VJ ... (, ... ---·--· .. r··-·· -------..... .,,,_
1 ,::; '·._IL .. --:::>) I ·;2" '·'Of-' ',Jr.., .:;;Pk1.\Y r--:r.= .... -"'-::::• ---r·-· .. ·-·-----··'"·------1······-··--·---·--· ------.. ·--···-.... --~-------~-
+-·-·----·----------i ::;:":cz. ·:::::,:, . _,. ;-------
: ::>":OZ .. _,::.
2" RP, BACY--Y'k..()\.\: [.)E:'v•iCE
-----·--·-·-· --------·---·-·-·--·
OU'CK, C:Ol Jt:)l..;N(? VA~ . .VE -I .......... -----
I c;;:;:_,,"\SC-0 2,,\1_;_ V/•L. \/C. :.. NC: ,:-;,,:;::F;
·i--·-·-----------···'·· --
:g::c,t: S~K1ES _
1
_ ~'A0~f:':< .'.': "'::' ~-K, ,~ \/~:-': e:
C v;:; ~· 'S,:) i::-= .. O\v .=,'?''..J_:_,0::2 -.. -----
' V".., -:-;,\.,~ •r\ \(j\ l:, ~":,_; e:,() .)~UF0~ :::-'\VE::;""~2;i-...;-·:;
I
I P\i(__, CL_l\SS ::.li''S .. T
APPROVED
:o
0
i "'
1 --·-··'-----·-
IRVINE:AVE ..
.29
. .. I ..... . ............. .
O~J.>,RT2;:.;:
QLJ.,\QFC::K T··-·
!RR[G,,~TlOF\..i
PLAN
HE::J!,A,N LANDSCAPE PLANS
PHASE ONE
DATE.
APP'□ DESIGNED DRAWN
CHECKED DATE
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 3 OF 6
i * i i ;.:'i i .,.. .. L',
r; (i"i \.::' 2. ) ~ .. ./ /
BACKFL.OW PR~_.CVF.N•"i:C:R ASSEMBLY .. RC:F:C:R ·;o iRR;GAriON i"'LANS POR t~r'G. ,.<\!",D !":ODEL ..
2. RES!L.I6:N7 SEA.7 SPJ...L VALVE·· T',,VC IOTi:..L
2'. 9:RASS \.Vr'E STRAINER -REP,13:i:;~ TO IRR!G.AT'O"-i SPECIFICAT!ONS f-'CQ P.DD:T;ONAt-l!'iFOP.MAT'CN
S, BRA..$$ UN!ON, ·:OTAL 'T\VC.
6. :'t-:RE-A1)ED !3R.>~SS Nlt?c;_E · ,~ENGTH AS REQU,i<ED
11 BRASS C:JUP~:t-;G, SEf FLU.Sf--! WIT;--,! co;,.,JCKE::TE.
12. ro l;:.?.RiGAfiO~ POINT or-: cor-..is.1sc-rio.,( WAT::;R SOARCE.
BACKFLOW PREVENTER
f
ff I
~~o~~o O?;;)-$o~l1~Cl
•) u '•~~ ,, ,'
l F!NISH (-:7Rf\DE ,fa 6'<.ASS N!PPl...2
7, B'.-<...t.\SS UN!ON 2 2' 1f'\I G C. .. FLU.SH !N LA\,VN
3. VAi.-VE BOX (SEE SPECS.) 6. 1 CU. Ff. PEA Gl<A\/2: (M!f,J)
4. P\/C MAL-E AD.-''l.t" I t::.R.. (TYP.)
S. SRA.SS BALL-VAL VS
9. SRiCK 01<-CONG. SUPPOr-'!TS
10. PVC l'-iAINL!i\iE AND r-1-, -1 !l✓G0-.
I
BRASS BALL VALVE
.. ;, e, ,_ A ,, ,, ,. ,. ,. ,. ,. ... ,. ,. ,. ,_ ;, ,,. ,_ ,_, ,s • I' -,. ,. ,. ,. ... ,. "',:-.,"' ... --,.,. : ., ,. " ... "" ,. ,, ,. ~ A -' h ,_ J. A ' .,_ ,. ,. ,. ,. ., ,. ~ ,. .. ,. ,,_ ... ,. . ,_ <' ,_ ~ " A n <', • ,. ., , ,. ,. ,. ,. ,. <; ... ,.,. ... ,. ..
R A ft ft A A A A ft ,_ A A ~ ,_ A A A ,_ A A ~ ,_ A A ft h A !""""""""" A A A A ,_ A A A A
A A A A A ~ A A A
f,.",.",.",.",.•.· .. •.•,_",.
• A ~ ,. A A A ,. & .,. ,. "',."' .. ,...,.,.,. ,_ a A A A A A A A A ~ A ,_ A ~ '-A ,. A
A A A ~ ,_ • A A A A ,. ft A A A • A A A ~
l i=NISH c;R.A.D2
.2. APPi<.0\/ED BACKP:iLL
3. POP~UP SPRAY HEAD
4. PVC SCH 80 NIPPLE. -4" Mll"J. LENGTH
5. PVC i X T 90 DEG. STF<EE:T ELL.
6. i::-vc SCl-1 BO -6" 1.-0hlG
7. MA~LEX STREET Ei_L.
8. L,A,TE:R.AL :...1r-..Jt PVC ICE'.
9. LATERAL UNE PIPE. 51.Z"E AS NOT~D CN PL/>.t..J
10. HARDSCAPE SURFACE (\Nla:S:RE APPLlCABLE)
POP -UP SPRAY HEAD
,,-" cp r"
1. ' J ( 3 ) ,'---4
'~✓
~f
:r :.t :N G.C., Vi-liSH !N LAVv'N
3. Vfa,LVE: e.::;x (SEE SPECS.)
t...-. PVC MAL~ ADA~'l'E:;R (TYP.)
"' l""~A.S,..,.t;;;.: VA;_vs
r'> ,,,.., r-::1, \ .-5 1 ( 6 ) 'y' "':' "-)""'''
I [
6. BR./C\SS l',:PPLE
7. t3P._.6.5S UN10i'J
8. l CU, Fr. PEA GP.AV!:; (MIN)
9. BRlCK OR CONC. SU?POR'S.
10. PVC MAJt'-lUhlE AND F;TTINGS.
MASTEi< VALVE
\
:2. W/<TE'.K PFZOOF WIKE CONNECTORS.
4. C:U:i.CTi<iC CONTR.O!~ VAL VS -
REF'::!< TO IRRIGAi:ON LEGEND
FOR MANL:f,a.,CTUR.EKAND t-'IODEL.
5. VALVE BCX \Viirt COVER
6. fiNlSH SPADE-VALVE BOX TO BE FLLS"l
\V:O'H G12.,C\OE 1N TURF AR2::.AS AND 2' .ABOVE
GR/;.,_Q~ lt--1 Gi<OU1'.JD COV2R. I S~RUB AREAS.
7. t',R;.\_SS ~~JPPLE, (CLOS~)-
8. Pv'C SCH 40 ELL.
9. PVC SCH eo N!PPLE:, LE!"JGTH A,S, REQUIRCD
~--··---(,;) ''--'
\1PKE.SSiJ\<.C': ~AIN ~il'-JE P'PING -REFE.~. TO
IRRIGft:liON I-2::GEND ?OR 7"(PS ,:">,ND SIZE..
1_2,SCl-i 80 N:p:,::u: (:2 INCH LE:-,,.;GY'!-!, H:ooa~;
r\,'ID S<::Y -~O S! .. ,.1 .. ,
·14.PVC SC:-i 40 MALE ADAPTER
15PVC U'.,;:'ERP,L UN~ PIPING -10 S?Rlf"JKLERS,
>4E!=ER 70 iK.~IGATIOt,..; U":CGE~D FOR TYP2 .~D S!ZE.
16.PCA GRAVE:..., MINif'!JM DEPTH CF 6 iNC!-'ES.
1'7. BRASS BALL VAL.VO::.
15. f,R.,A._SS UN!CN
Q.C.V.
""'" ' <i!1 flP!JH~ im}'.
:wvrl+
lwl'JT3~
ij.;p<J12♦
SENSOR 1~
TERM!NAL BOARD
"PC-DX2ST"
!NSllJE _ ·!
CONTAOl.l.ER ·' ' i:::==:::;::::;:::::;:::;r', I i
·, ...
. Ev~CA~s·~~ c~~LE·1··: ,..-', ' '
O!RECT!ON OF FLOW ~
l:XAMl'l.E:
FOR :I" Fl.OW SENSOR, DIMENSION 'A" MINIMUM 30"
DtMENSIOill 'B' MIN!Mur.! i5"
Upon completion ol !he physical il's!al!ation of the !low sensor, complete lhe wiring conneclion Imm !ho !low sensor !o the OX2
con!rol!er by following the procedure below.
1. TURN THE POWER OFF AT THE CONTROLLER
2, A! the Flow Sensor:
Connect the BLAC!{ wire of !he Flow Sensor lo tho BLACK wire of tho "EV-CAB-Sl::lll", sensor cab.le.
Cmmecl the RED wire of the Flow Sensor lo the WHITE wim o! the "EV-CA!:HlEN", sensor cable.
·use the weatherproof connec!orn provided with !he Flow Sensor to mak;i the solice.
3. At the controller: •
Connect BUI.Cl( wire of "E\/·CAEH:lEN" to "INPUT 1·" o! the SENSOR TERMINAL BOARD (PC-DX2ST).
Connect WHITE wire of "E'\1-CAB•SEN" to "INPUT 1+" ol the SENSOR TERMINAL BOARD (PC-DX2ST).
4. Tum POWER ON al l~e Controller
5. Se! the Rain Master "K" and "OFFSET" values for ihe Flow Sensor at tl1a conlrollsr based on !he tvpe and size ol the
Flow Sensor Installed. •
REFEATOTHETABLE PROVIDED WITH THE FLOW SENSOR FOR CORRECT "I(" AND "OFFSET" FOR YOUR APl'UCATION.
FLOW SENSOR DETAIL
r·-. ( ,3) (;\.J'C< C()\)1::.:Lil-~{'.;', \/,:.'...,L..VE '~
,.....'"' ( 5) P,t:;;,~C;,~. S'D QEC·. 2~.'... ,.-
l.EGEND
!<EMOTE CONTROL VALVE
WITH BALL V,ALVE cl:. UNION
QUICK COUPLING V,ALVE -IN BOX i. .A,;....L STAINL2'2SS STEEL AUTOMAT:C
COi'\lii<OLLE:R SNCi_QSUf<S \\-·rn-1 HINGED TOP.
SEE LEGS~G,
0 ( c~ 3 0) G1
T "' no'---l--1-~
1'-'IIN ,-.,,i', • ·,....;
'
....---....,--.-11 1--1--=
1. FINiSH Gl<A!'.JE
:2. 2· IN G.C., FLUS:.H IN L.,A.\VN
.3, VALVE BOX (SEE SPSCS,)
4-. \,\/.1\TER PROOF CONNECTOR
5. ;?4' l.lNc'AR Uc'rJG-f'H OF W:RE. CO:LED,
s. e-,..z.:cK c, o.::: 4 )
"7 Pv'C SWEEP iSLL.5.
5. ; CU. Fr. PEA GRA.VC (MIN)
9. G~Y P'v'C .SCH ,5,.Q V✓e---!EN SPC:CiFT.'.:D
Dl~E.,CT BL,;RLAL Oli-..,ER\1/1.SS;.
RUN A:.-L \ViR.ES .A,DJACE1'iT TO 1Rl<IG.ATION
MA:~i L.rNE:: \,VHf;:N C'QS$!Bl-~.
/-'\
~;----...1. ~I--
\€~ \1?' .. ' ..... ~/
·2·
M!N,
'!, :-1.,A;;.!DSC.APE: EDC.7E;;: (\>,/HERE APPi..iCP.SLC).
2. TRENCH
.3. LA. TERAL ~NE P!P:NG.
4, PRESSURE f"'!.Ali-J ~INE P!Pi~JG.
5. CONiROL \A/IRES, Ti\P~ AT 6 FT. O.C.
6, CLE.AN, APPROVED Bl\CKFILi~ 1"':.ATCR.lAL,
7. Flt'✓!Srl <SRA.DE.
RE;::·ER. TO IKJ:.~IGATiON SPEC!FJCATiONS
FOR ADD1170NAL INFOR!"1.AT!O:"J.
WIRE PULL BOX I JUNCTION BOX TRENCHING
20271 ACACIA STREET
NEWPORT BEACH, CA 92560
TEL. (949) 261·1755 • FAX (949) 261·1975
:n r,;}J j TE c;·--r U.Fi E
~ ~Q
18'
. D.h. TE
_ .. ~.__\ Cr--+------', 12 )
"·-"
,,.."""",
·{ 3 )
7
3. POURED CONCRETE BASE ·• 6" MIN.
TH;CKNESS AS REQUIRED BY MF6R'S
1NSTALLPmON 6Li!DF-. SLOPE: cors.1c;gET2 TO
DW-\IN. CO~..,JCRl?:TE P, ... '\:) SHA:_:_ ACCOMODATF.:
BOTH i~RiGfaT!ON CONTROLLE:JZ. AND MYEf"<S
MEUG 16X !"1 :ao Ot\J 5.ACK s:DE.
5. D:P-.ECT BL!R!,AL.. CONTRC'~ \Vlf<ES TO
CO~...JTROL VALVES.
7. OPEN!NG-S .. .er...ME S!ZE AS OPE.'JiN6 IF--J
CON!T<Ol~.L.E:R BASE. t:::iLL \\/!TH 3/4·' CRUSHED
RCC:K.
8. 120 VOLT DO\.VER SUPP:.-Y W11<.E5 JN
CONDUIT PER. A:....L A?PL!CABLE CODES.
9. 120 VOLT ON-OFF S\1/!TCH \VI i<2C!!="'IICAL,
10, E,:r--.;Cr..Of..:ilJKE B,ASE BOLTS~ r---:OUNTl~>.JG
FU\~GE.
11. 1/2' X BFL COPPER CLJ\D GROU:-.JCIN6 goD.
12. MYERS SLCCTP.iG.AL METSR CABli"~ET ME;J(?'
16X M 1CO ON e-ACK SIDE.
AUTOMATIC CONTROLLER ENCLOSURE
IF<KIGAT!Of'.l
DETP.1:.-.S
APPROVED
BY DESCRIPTlOM APP'D. D!'SIGNED
REVISIONS CHECKED
DRAWN
DATE
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CITY OF NEWPORT BEACH
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T~L. (949) 261·1755 • FAX (949) 261-1975
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PUBLIC WORKS DEPARTMENT SHEET 5 OF 6
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GENERAL l'-lOTES AND SPECIFICATIONS
7. GSNERAL ~✓OTiCE TO CONTAACTO!<S
,ALL CONTR£..CTOJ2.S .&..NCl SUBCON!r<P-,C:-roRS ?E::f<.FOf<MlNG WO'<r( SHOWN 01'\l OR l<E'.-ATS:D TO Th2SE PLANS SHALL CO~..JDUCT !HEiR.
OPERA.'TlONS SO '.TH,A<f ALL EMPLCJYE2.S A!<.2 P? .. OV!DED A SAi:c:C Pl.AC£: TO Vv'ORK AND "TH:S: PUBi-iC IS PROTECTED. ALL CONTRA.CTOR.S AND
SUBCCNIRACTOi<S SHAi-l-COMPLY \:VITH THE "OCCUP,A.T:ONAL-. SAFE.TY' AND HEALi!-¼ REGU:..ATIONS" OF Tl-IE U.S. DSPA'<iME:NI OF LABOR AND
VJ!'TH THE ST ATC OF CALiFORNP. D2PARTME:;N': OF iN;:::JUSTFilA.L REL/'...,T!CNS' "CONSTR\JCTlON 5,.:,-,;;;ETY ORDE'KS". THE O'v/NEI< AND 0\\-'NERS
l<EPR.:ESEr-.~·TAT!VES SHALL NOT e,c RESPONSIBLE IN .At~Y \VAY FCR ThE: CONTR/',CT"Oi:z:s AND SUSCONTRA.CTOi<'S COMPL!Ai~CE W!TH Sr-'\ID
l<EGULAT:ONS AND Of".ZD2.RS.
CONTRACTOR FURTHER AGl<EE.S Td.AT H':: SHP,LL. P..SSU!'1E SOLE ,AND COMPL-Ert:; FZt::SPONS,SIL.ITY FOR JCB SiTE COi"-lDITiONS DURNG THE
COURSE: OF C:ONSTRUCT!ON OF TMiS PRO.JF:CT, iNCUJO:r-.~G SAFET'r" OF _ALL PERSONS AND Pl<OPERIY. ThAT THIS REQUIREMEi---JT SbALL APPLY
co,rnNL:OWSL.. Y AND NOi B~ L..lr'"JH";;D TO N0i<:4AL 'vVORKiNG HOUF<.S: At'\10 TH.,A,7 THE CONTR.-A.C!OR SYALL. DEFEND, :NDt.::MNiFY AND HOLD 11-:S
O\,\INER AND !.-,;!S REPR~SEJ,ffATlV2 HA!:2.MLESS FROi'1 ANY AND AL!-LV~,BIL:Tr', REA'-OK ALLEGED, iN CONNECTION WHH THE PE:RFORMAf'-K'.:E OP
V/O'KK ON TrlJS PRO.}ECT, EXCEPTING FOR LI.A:S(LJfY A~ISING FROM ·n-ns SOLS NE:GLiGE:;r,,;'CE o-= "!HE: O\VNER OR H!S ~EPl<-2.SENTA'fiVE,
lT SHALL. Bt;.. THE CONTD.ACTOJ<S RGSPONSIS!LiTY "TO ASCE;:2.TAIN T'.""tE LOCATION OF P,LL L.:NDE.f2.SR.OUl·,.JD UT!LiT!ES OK STRUCTURCS f'RCt"':
F:EL.D !l'-..JVE:STIGATIONS AND .P.VA!LA.Bi_C R2CORDS PRIOR. TO CCMMSNCNG ANY EXCP,VATICN.
IRRIGATION SPECIFICATIONS
A. GENERAL
l ! r :s -n--ie. iNT'E.:'.N"1diQ\i CF ·rHCSi::: SP:'.:C!~:G_A rlONS TO ;..\CC:OHPU!::',H Tr-IE \,\/CR< OF INS":ALL:t.JG A SP!<-iNKL.ER SYSTEM \VH'C4 \;\/;LL o;:-.;ER•~:E: l/',.j ;°'.N
;s;::ic:IC!St-...lT AND SAT!S:=-'_AC>ORY M,"\l¾Ji\.E;R ,A.C:CC!~~DINO TO THE \,VQ;;?.K;'"1AI-...JLiKE l'.'T_,._\i'-cJD,,..'\l<OS E:'.STABL!SHE:D .C:QR 0Pk::INKLLR C:P.E'<f¾.., .. ION
2..THE WC.If<< iNC:::.-u::::ED iN •HESC SPE.GfFICATONS SHALL C:ONS!ST OF THE PURNISr-t1~~G CF /\'-'L-LABOR, T00l.S, MATER~A,LS,, APPL..lANC2S.
T2STS, PERMITS, ETC .. NS:CESSAl<Y FOR THE iNSTALLAT'O!'>cl OF A L,<\NDSCAPE: S--PR!NKL.EI< S'•(ST2'."'i, J:,5 HE~l::lt·~ SHO\VN. NO S~iBSTITU'TlONC➔
SHAU.-BS: ["1,.6 .. i'JF-\ViTriOUT PRIOR Acc::;.1-::·rAt.JCE BY 0\\/N~K AND/OR GOVE:RN;,'J(-3 AGE.:t\!CiES, MATr.;:.R1ALS t,JOT APP:<OVEO MA.._,, SE RE...IEC-rl::D
BYCWNE.R OR GOV?.RNING AGENCIES AND REDLJ\CED \V!TH REQUIRED M.A"SR!.ALS AT CONTR-6-CTORS EXPENSE
3.THf.?. SYSTEl'-"1 SH/\LL EFFICiENTL.Y AND EVE:.NL'Y IRR!G.,<\IE ALL AR'.;;,A.S AND BS: COMPLETE iN E\/ERY KE:.SPCC:T /\~ID S1---V-.-..LL ... :SE LEFT KEADY
F0'2. OPERA-.. ":iO:\.i ·ro 7HC: :'?ATISFACTIO!"..J OF ·n42 OV-✓NE;R'S ,Q,,(j'fl....JOf<!ZED i<E:PRESENTATiVE.
.<l A~L l.C'C:AL. MUNICIPAL ,A,ND ST,b,TE LAWS ANO RULE:S ANO f<EGUL.,;\,:r:ONS GOV~RNING OR RSL,;..,-;1r-~G ro ANY OOf<T<JN OF ·n---::S \VOR:< AKE
J-;EREBY li"-ICOl<PCRA,TED lf\JTO AND M/\fJE _;-\ PART OF THESF. SPECIFICATION.SAND iHE,K Pi<OV!SIONS SHALL BE C.Al<.RiED OJT BY THS
SPRINKL!=.R CONT?ACTOR.
5.THC:: COi',ffKACTOI:?. Sr'ALL SHO\V THE E"i'iG1NE.EP-S eXACT L.CCA T!ONS OF AL.L tfci-1S IN Si P-L..L.E:D. ANY D!FFSR'::NCf.: BST\.VEE-1-..J 'AS 8UiL f' A~!D
DRA\>✓:NGS si-aALL BE lNDiCAT.~G ON P~_/ .... ~5 PROVID:::D.
6. SHOULD :T BECOME E\/IDEi'~T THAT UNKNO\VN OBSTRUCTIONS, GR,,\DE DIFFEl<E.NCE:S OR DIFFSR!ENCES 1ts.J THE .ARe..A Dlf'1SNSIONS E><LST
TH.AT r--::GHT NOT !->.AVE 8EE1\J CONSIDE:f<E:D IN Thl':: ENGINEER.NG, SUCH OSST'RUCTICNS OR D!i=Ft:RENCES SHOULD BE BROU(3HT TO THE
,A,TT2!':TfON OF 17--12 OVVNERS AUTHORZED RC::.PQ.ESEi'rr:.A,T!VE FOR. REVISION PR:OR TO INSTA..LA710~..;. ;N THE E:VE:"ff TH:s NOTIFICATION iS NOT
PER;=CRl'""1ED, THE i!<RIGAT!ON CONT'f</',CTOR. S:,HALL ASSU!"!S PL:U ... R2SPONSiBlL1"iY FOK ANY REVISiO\\!S NECE:"=,;>SAKY,
7. 1i IS TI-i2 RE:SPO~SIBILITY or-Tl---lE:. il<R!GATION CON712ACTOl"2 TO F.AMiLlAJ<iZE :--t<MS!=LF \.\/!TH ALL GRr:\DE D:FFE:RC!'-.JCE.S. LOCAfiON OF \V/\LLS,
RETAINING WALLS. ETC. HE Sl---!ALL COORDlf'-,JI\TE HiS WORK \VITH '"7-1E GENERAL CONYPACTORAND c·:1---iE.R SLJBCON.fRA.CTOJ:2.S FCR 'fHS
LCC.ATiON AND T.--\E iNSTP,Lu:..TiON OF PIPE SLEE\.-'CS THROUG;-t \VAL!....S, UN:JEf< i<OAD\-V,--\Y'S. PAVING, STl<UCTURES. ETC:
B.,--'A ,ERl,A.LS
i. ALi~ STAilG PKCSSURE :'4,A:NS .SHALL f3'f: PVC: SCHEDUL.E 40 01<. CL-...ASS ,'.;Yi5.
-1.AU. SPKlNKLEK !AiERAL PiPING ShA.LL BE PVC MINlr---",lJM CL,<-'\SS 200.
3~A.:..L PVC F!TflNGS SHA:...L BS H!GH iMP.ACT SCHEDULE 40.
4.ALL CONTROL \Mi<ING SH.ALL BE COLOR COD.ED p.,f',..iD SiZEC) PEI<. V,.:\L.VE r~ANU;:;:ACTU'f<E:R:S l<EC0!'":~12N'.JATIONS, 14-GAU66 i-ili'~!MU:---1 \MRS:
SiZE, C.INST"'-LLATON
t SPAC!NG OF SPRINKLER He..,..\DS AND L-OCr'\T:ONS OF VALVE:S A'JD BACKFLO\!'/ P:2f.VE::NT!ON DEVIC~S 9---iALL-BE /\S INDiC.AT~D ON 7 HS
DRAWINGS. fa.NY DC-ViATiON Fl<.OM TME DR.-4.\VINGS MUST HAVE THE APPROVP-L OF ·n-rt::: O\Vl✓ER
2TRENCH2S FOR. p_:,_;:,..s!IC P!PE SH,.~LL.. P!ZOVJDE ,A. M:N!MUr-1 EAgTH CCVEQ. OF 18" .ABOVE Tr.E TOP OF-THE 5Akl<E:.. OF THE PIPE. FOR ALL
'!'1AINLINE: P:P!i¾iG AND 12' MIN!/~UM OVER ALL "LATERAL.: P1PE Ll~...]f=S.
:.:).THE CONTRf\CTOP SH/~LL-;'JOT ALL.OW. ;-..iog C./\USS ANY OF HIS WOF:J::. iD BE:: COVERED OR E:NCL.OSF .. D UNTIL ;T H;'.\S B~C:N TESTED ,,i,~p
?ROVEN SOUND
6< CON':"KACTO!< SH,ALL KEE.P 17 .... ::: PREMISES CL.EA!'J AND Ff2.EE OF EXCSS,S 2QUIPMENT, !'1ATEKl,-,.'\LS AN;:J 12.ua,e1sH, iNCiDE~TAL TO WORX OF
"'trllS, SECT!O~~,
N07E5:
P.0.G. (POINT Cf CONNECT!O~;) CONTR-1.crng SHALL CONTACT THE CITY OF NEWPORT BEACr'l, UTiL!TiES DVl5:0N FOt! WATER MEiEl<. 'i°l!S7.A.LLAT!ON ~EQU:RS~'.SNTS PH. NO. (949) 644-3019
THIS Di:5!GN iS PIAGR<\MM/\T:c, ALl PiPiNG t\N.D ~LATED :;<.~!GAT:oN ~QlJiPMENT SHOWN !N PAVED AREAS IS FOr.! CLA~:TY Or~LV, ALL EQUIP:'1El~T TO BE INSiALLfl} iN PLAN1ED A'~EAS WH£:N
;JQSSiBU:
ANY CHN~GE Of EQU1PrENT J ttA.NLFACTURER, ITS OE:TALEV iN5TALLAT!ON AM] OR QL!ANTrfY OF SPK!NKLE!< HEAlJS S.'1ALL BE BROUGH! TO THt:
AT;ENT!ON. SUCH CHANGES SH.ALL BE !TSMiZED '~l wmT!NG FCt!iOR TO !N.STAL~-"ITlON,
!'\STALL A~L MATERIALS ?.ND EQUIPMENT AS SHOWN lN DETAILS-USE TEFLON TAPE 0~ !EfLON PIPE DOPE ON ALL ?VC r'ALE r'i?E IHRSADS ON .ALL 5P!21NKLER SWING JOINT AND VALVE
ASSEMBLIES.
iT '5 THE RESPONS18iLITY OFTrlE l'<<IGATiON CONTRACTOR TO PAMillAR;ZE H:M5Elf WITH ALL GRADE DIFFERENCES, LOCATION Of WALLS, RETANING WALLS, ETC rlE SHALL COORDINATE HIS
\VORK WiTH THE GENEPJ•t CONTRACTOf< AND OTHER SlJB~GONTRACTORS fCR T~E LOC/¾'rlON AND THE iNSTALLAT:ON CF PIP~ SLEEVES :·HROUGH WALLS, UNDER ROADWAYS, PAV!NG S"JWGTURES,
ETC
MAINLl~E AND \\/lK:NG :f\lSTALLED VNOER PAVC:.i Af?FA5 TO BF: !N 3" PVC SCH 40 SLEt:VES. LATERAl. ?l?E 1NSTAU.SO UNDER PAVED AREAS i'O BE PVC SCH AO.
ALL SPRINKLER HEAOS SHi'.U. BE SET PERFE~DlCGLAR -rD FINISH GAADE Of THE AREA TO SE :RRiGATW GNLE55 OTHEZWISE Dc'SiGi'l~TEV ON THE PLANS.
ALL POP~UP n'PZ: SPRINKLER HEADS INSTALLED IN SHRUB Oi< GROUND COVER AREAS SHALL BE !~STALLED SO TH.AT THE "fO;, OF ThE SPRINKLER HEAD IS 1" ABOVE f:NISH GRADE.
120 VOLT ELEGF(CAL POWER CUTLET AT TrlE AUTOMATIC CONTROLLER LOCATiON SHALL BE p,.;ov1ow BY CONTRACTOR FE!< ElJiSON REQUIKEMEN!S .. iT SKALL BE THE RESPONSIBic.ilY OF THE
IRRIGATION CONTAACTOR w MAKE TH£ FINAL riooK-UP FKCM TH£ S:...!::CTP.:CAL OUTLET TO THE AUTOrIAflC CONTROLLER.
CONTRACTOR SHA~:.. NOT WILLFULLY INST.ALL .A SPRINKLER SYSTEM AS ShOWN ON THE DAAW!~GS WHEN IT IS OBVIOUS !NTH! f!ELD W,A.i OBSiRJGTiON5, GRADE DIFFERENCES OR DfFSRENCES
i~,l iHE N<EA DlMHJ510N5 EXl51'" ''.}!AT MIGfiT NOT HAVE BEEN GONSiDERED 1N THE EN6!N~ER:NG, SUCH 03STRUc;';IONS GR D!FFERENCES SHOLJL;) BE Bf<OUGrlT TO THE P,r'E:-JT!ON Of l"HE OWt\ElfS
AU1r!CRIZED REPRESENTAT:VE. JN THE EVCNT THIS NOT!F1CATION !5 NO"f PERFORMED, THE IRRIGATION CONTP-ACiOR .SHALL ASSUME FULL RESPONSiBIUiY FOR ANY g[V!SIONS NECESSARY.
c0:m<.ACTOR SHALL NOT WILLFULLY INSTALL A SPRINKLER SYSTEM AS SHOWN Qr,j iHE rm.AW!NGS WHEN rr IS 05V,OUS iN 7HE FIELD THAT OBSiRUCTiON.5, G~ADE DIFFERENCES OR fJ:ffEREt\CES !N THE P.Ji!:A
CIMENS!ONS EXIST 1'HAT MiGHI N01 HAVE eE!:N CONS:DER:'.:{l IN rHE ENS!NEE:KiNG. SUCH OBSTRUCTIONS OR Dlffl:REJ-JCES SHCULD 3£ DROlJGH1' re THE ,A.Tfci\rnor-1 OF TH: CWNER'S AUTHORJZED
!?f.PRESE.NTAT!VE !N THE EVENi rn:s NOTiF!CATION !S f<.;()1' PERFORMED. THE IRUIGATION CONTRACTOR SHALL ASSUME FULL 1':ESPONS:81l !TY FORA~lY REViSlONS i\ECf:S-SAf-Y
WNT~ACTOR I OPERA.TOP-SHALL ONLY APPLY SUFFICiE:NT WATSK TO PKOM01E HEALi'J-1 GROWfH Of TH!: PLANT MATE:R.1.AL AT NO T!~1l:. WILL fH£ CONTRACfOK .' OPE:~ATORAPPL ':' WAT2:-ZAT A RATE CR
FREQUENCY WH1CH CAUSES RJNCrF GR SOIL SATU;2NiON. CONTRACTOi< SHfd ADJliST E/1CH SPRINKLER TO ~1iNiMIZE OVER SPRP.,Y :JNTO WJ>..U.'.S, ROADWAYS N✓C OR BUIWNGS.
!!\STALL (1) "D..A.:N e:RIY PRESSiJ!<E COMPENSAT!NG SCREE:-,., iN EACH HEAD AS Nf.CESSARY t~J SM.<\LL PlAM:NG ,l.tzcf-5 TO PRf:\/El\lT ovrn SPRAY. COi'JTRP.CTOR SfJALL.. VER!fY MOJEL NUME\!:R !<EQU!RED /r,j
fiEI.D CK REfIR TO il<.!2JGATION LEG2Jl!J If SPEC1fi£:C
WHENEVER ANY :TEM Of "D:STj(IBUTiON f CONTROL EQUIPMENT" IS SIZED SMAl.i.ER THN~ THS MA!N LINS CK Lt.TERl\L LINE PiP!NG o~~ \VHICH iT !$ PLACED, rn:: REDJCTION iN PIPE s:zE SHALL OMLY OCCUR AT
THE THREADED !=i1TING WH!CH /\DA?TS :"ME PiPE TO THE P!ECE Of EQU!PME.NT.
WHEN VERTICAL OB.STRUCTIONS (STREET UGf-ffS, TREG, JTIUTY VAULTS, ETC, INTERFERE WITH THE SPRAY PATf~~N Of IHE sr1<1tJKUJ; HEADS so AS TO PRi:":VENT PKO(ER COVC!-AG£. THS iRJ~!GAf:ON
CONTRACTOR SHALL Fl~~D ADJU57 Ti.lE SPR!NKLSR SYSTEM. C:Jt~TRACTOl? SHALL PROVIDE PA!'.IT CIRCLE NOZZLE S?R:NKLER: ri!:ADS ARm!ND SUCH OBSrn(JC'f'ICN TO AGHIEV~ PROPER COVERAGE,
THl5 ff.iRIGATiON SYSTEM SHAL.L BE \NSTALU.:D BY A C.OMPETE'.NT :..AN'.JSCAPE COMAACTCf2 EXPERIENCEO IN 112.RIGAT!ON i"lSiALLATICN AN01'HE BASIC FUNDN1fNIALS Of 11'5 HYDRAULIC DEMANDS_ THE
!R~iG.AJION CONTf~CiQR SH.AU f!ELD SEi..E:Ci .ALL !R!<iGATiON NOZZLt;S AND A~K P.AfrERNS TO OBTAIN O?T!MlJM HEAD TC Hl:A!J CCVERA.62: WITH fHt: MINIMUM OF OVt::R SP~Y.
20271 ACACIA STREET
NEWPORT BEACH, CA 92660
TEL. (949) 261-1765 • FAX (S49) 261-1975
PLANTING SPECIFICATIONS
SCOPE OF WOFZK
PROVi::)E ,ALL LABOR, EQUIPMENT, MA.Tf:::f<!AL, AND SE!<V!CES NECt:::SSARY TO CCMPl-ETE THE FlN:S"i GRADlNG, sor:.... PREPAR-,.'\TIOi'{ PLAt'-.:TiNG, AND MAINTEi\J,ANCE: .~ SPEC!FIE:D.
A.GENERAL WORK PROCEDURES
WORK PROCEDURES SHAl-L. FOLLOW BEST CUSTOMARY PRACTICE.
1.ALL. MATEf<!,A,LS S!-tA~~ BE BEST AVAIL-A.BLE. DO NOT BSG1N SOIL PRS:Pfo,RAT!CN AND PL..1::,t--..;TING UNTIL H<RIGATION WORK A~'7J.OUND PL..p,NTiI\G AKE.,,:\ IS C0:"1PLETE
AND TESTED
2 RIP ALL ?L,-\NTiNG AREAS TO A DEPTH OP 12" PRiOi< TO so:_ PRED .. ARAT!Ot, AND ROTOTJL-LING WITH ORGANIC AMEMJMENTS.
3.Pl<E:MOISTEN -SPECLAL CARS,: SHALL BE TAKEN TO PRE:MOISTEN THE: SUR.FAC2 o· OF Al-LPL.ANTING AKE.AS A1'~D i1'SUR.E THAT PLA!'~~s ARE PREVENTED Ft<OM
DRYING DUR!NG PLAf'.-~Tlt-..iG OPERAl:ONS.
4.Wr:::E:DING, BEFORE AI\D DURlf'-!G Pl<EL:M!NA.;:;lY GRA.DING AND FNISH Gl<ADJNG, ALL \\,'EEOS AND STOLONIFEROUS GRASSES, NUT GRASS AND JOHNSON GRASS,
SH,A.L..L BE CHEMICALLY ER.AO!CATED Ot::! Dt_;G OUT BY THE ROOTS Af"1D DlSPOSE:D OF O~~ 5ff£:_
5,PREMiSSS SdALL SE KEPT CLES~N AND MA!NTAINED FREE OF CONST1<UCT!ON L!7T2:f<, A'...L EMPTY CONTAli"-ll=R-S, E:""1PTY' 8.AG9 A1-..JD DEBl<IS SHA.LL. BE ~EMCVED
FR.OM --r-HE SITE UPON CO~PLETION OF i3-ACH DAYS WORK, ALL VvrALKS OR P/...,_VE:MENTS SH,A.L.L. BE S\VF-P7 OR \\i/~S1-fED CLEAN DAiL Y
6, PROVIDE TRAFFIC CONTROL PER CffY REQUIREMENTS FOK ALL OPERATIONS \VHiCH !MPACT VEH!CUL.A,~ T!<AFFiC FLO\V.
B.MATERIALS
tORGA~.JIC AME:NDMENT~.? -ORGA!'.JiC AME:!'1D~SN!S SHA: L BE TYPE 1 DECOMPOSED NITROGEN ST:Ai3!UZED C0r'-'1Po,:::.TED WOOD SHAViNGS V✓ITH A HUt""';AS -.ASH
CONTEt~T BET\V.EE:1'!,.10% A~-.JD 50%._.A!"lENDt--ENTS SHALL -~E RQTOTI_LLE_D_IN!O TOP .s-· OF ALL PLANor!NG .A'.KE.AS. ORGANIC AMF-~DMENTS SHP.LL Bt::_ GPS-2-AS_
_P~_QDL,LC:_~.Q_ay AGUINAS,-l\ FERT!LIZE'.f< CO (9491 786-~555.
2 HUf"iATE -PI_LJS.G!<-.A,N_'.JLAR SO!l.,..CONQl,TiONER_3v "TRI-C"._
.3. COMME.:<CiAL FER.TiLIZEK ~ COM~·"!El<ClAL FERn .... !ZEi< SHALL 6~ CALCIUM !'-.JITRATE, P0!/!6SiUM ,su;..rATE TK!f:?LE SUPF.J<PHOSi:;;HATE GY::>SUM _.. 50 L5S.
4. SOil. SUL.FLA< -SOIL SUc.FUR SHAI-L Be' AGR:CUL TURAL. GRADE.
S. ?OL Yi'"'1ER,. POLYMEF?, .SHALL OS A SYNTHETIC fa,CKYLAMID CO-POL Y,--JE:<S FORJ'1ATiON i-\S t'-'"~ANUF,-"\CTURED BY T.ERKA SOR.B,
6. "'1ULCH -MUL::;>, Sr.ALL BS A SHRS-~.DDED BARK M/\T'c«IAL. • FCRcST FLOOR·· AS PRODUCED BY ABU!NAGA FERT!i-lZE'R co. INC ..
7. Pi...P,!'-,J-;iN6 TABLETS -PL-ANTING T,A'3LEiS SHALL GE. :21 6~M ;.\GR.IFORM BLUE CrilP P~NTING TABLETS .
8. PLANTS -AU-PL.,ANTS SW.-,L.L BE HE.-\:... THY, Or::: NORMAL. GROVv'TH, W~LL i<OOTED, FREE FROM DISE.-A.SE:, INSECTS, l:'.'SE.CT SGSS AND ~RVAE. -!HE ROOTS SH,AL~
SHO\V NO EVIDENCE OF HAViNG BE:E~.J RESTR!CTED. DEFORMED OR OR BOUND AT ANY TIME, VARiETiJ:;;S A1".D SIZE: OF PLANTS SHALL SE~ ST,AT'l~D 01'1 T'rlE PL-A.N.
Pi_.t.\NTS SHAL-L BE SUBJECT TO INSPECTIOI'\; .AND APPt<OVAL OR REJECT!O~~ BY THE ENGlf'>,jEEP..S OR H!S REPRESENTATIVE 01'~ THE SITE AT ANY TIME BEFORE OR
DLl~JNG PROGl<!=SS OF PLANTS Sf--!_AU_ BE REMOVED FROM THE: SITE iMt4EDiATE:LY. SPECLA~ C.Ar<E: SHALL BE TAKE:'! TO INSL'RE THAi PLANTS iN CONTA!N2!2.S A~2
.ADEQU,.~,TE:L Y \VATE:KED.
9.Pi..J-"NTNG MIX "ALL SO!L BACKFILL IMPUTS, ut,LESS OTHERWISE NOTED, S!---i,A!_l_ 6E PREPARED SOIL CONSiSTING or 4C% NiTROLIZED ORGANIC AMENDMENTS A~<D
60% SUIT/.\BLE EXISTi,'!G SOIL, PLUS YOLYMERS PER THE FOLLOWNG AMOUNTS ACS NOTED IN C-2 BELOW.
10. SHIF'PING T!CKETS !ND!CATiQ/"-j DS:L:\/E~ED VOLJMNS OF EACH so,~ AME!"-;DMEt'-JT SH.ALL BE t?ROV!DED TO CiTiSS RE:P'RE:SE~✓TATiVE AT THE Tl:"1E CF DEU\/Ef<Y.
C.INSTALLATION
1. SOiL COND:TONING (NON SLOPS ARf=ASj
AFTER R.ir-'PING so:L TO A DE:PTrl OF 12 iNCr1ES THE FOL.LOWING /\PPUC,ATION SHALL SE t1,A.Df; Pf-f< 1,000 SQUAKE FEET CF ARE.A. .AND
CL,''....Ti\/ATED INTO _"fHE TOP 8 INCHES OF Pi<EMO:SiENED SOIL
CALCIUt--". NITRATE (15.5-0-0) -6 PCUNDS
POTASSIUM SULFATE: (O-O-so; _, s POUN'.:JS
iFZ:PLE SUPERPHOSPHATE (0~45-0) -5 POUNDS
GYPSUM -50 POUNDS
01<:GA!'J/C AMENDMENT 3 CUB'C YARDS.
2.l'l<EI:.; AND 5HKUB r::•LA,N'TING
SHAL.l.., J3E ~:HOROUGHL Y
c) EXCAVATE PlTS \.ViTH VEt<T!CAL S1DES FOR ALL PLA.1..JTS, SHRUBS, AND TKE:ES. P!TS SHA!-L BS: 1-1/2 T!ME::S THE: DCPTH o;:: BALL..S, AND T\MCE TH~IR \VIDTH.
b) B.ACK FiLL.. MIX,: Ek .. E:ND TH8 POLLO\\/iNG MATER?,LS iN! CLEAN f=XCAVATED SOL REMOVE :JEBRIS, ROCKS AND F:OKE!GN MATE:~i,AL. SOi~ CLODS SHOULD
NO, E'XCEECJ 1 1/2 NCHES IN DIAr1ETER RATES ARE PER CUBIC YARD OF MIX.
CALCIUM NITRA.TE (15.5-0-0) -i/3 PO~ND
POTASS;Ut""': SULFATE (0-0-50) -1/3 POUND
TRPL.E SUPERPHOSPHATE (0-45-0) -1/4 POU"-:D
0YPSJ!'-; -2 POUNDS
ORGANIC AM:cNDMENT 1096 '3Y VOLUME (3 CU. P.)
c) TER12A S0;;?6 ,.!.,G POL Yi'4Er:.?, SHALL BE ADDED TO P:..AI\T BACKF!LL PER THE FO~L.O\l'v'!\!G:
1 !ABLE SPOON Pt=R 1 GALLON ~L.A-NT
.3 TABLE SPOON S GALLON PLA~T
4 T,.L\OLE SPOON i5 G•ALLON PLAN;'
2 T,.C..HLE SPOON 1/2" CAUPER CF iRE:~ TRUN1'. FOR SFE'.C!,'-1E::N Pr.ANTS L-A,f<GER THAN :5 SAL~ONS. UNUSED f.:XCA\/.A.:T!;;r:1 SO!L SHAi.-L BE DiSPCSED OF
OFc-THE: THE SiTE.
d) ~LANTIN(? HEIGHT OF SHRUBS Af"-JD TREE CRO\VNS TO BE 1 INCH ABOVE PiN:SH GRAJJE UNLES.S NOTE[) OiHf-R\N!SE CN P!.....i\N.
e) CO!"'':[i:.i,o.cr S0 1L AT 30710~, OF PIT A~,JD TR./),,r"lP FiRML Y. Fili-SOiL AROUND BALL OP PLAN·r US!NG 3ACKFILL ,..~.s SPSCIF!E:D AND \VATEi< THKCUGHL.e Y
f) li'1tv1:EZDIAT.E:L Y AFT~!< PLANiiNG, STAKE A:.,,L TREES, TO PREVE=NI DAt4AG2: FROM \A/IND AS DETAILED.
g) GP.ADE AREAS AROUND PLANTS, TO Fii-.,J:SH GPADE AND DISPOS;'.; OF E.XCESS SOIL.
h) \)v'.ATCK -:MMEDtA.TE:LY A:-1 c::K PLANTING, WATER SH,A,LL. BE APPL.JED TO E,.A,CH TREE: A~~D SHRUB, !:-.s: SUCH/'•:... t-1/•NNER AS NOT JO DISTURB B.ACKFILL OR MU!.....Cr---f,
/:>,1'JD TO THE EXTENT THAT ALL M.A.TERLALS iN 'THE PL4 J·•~TiNS f--70l..E ARE THOROUGHLY SATUR./\TED. (SEE PL,L\t✓TING DETAILS FOR VARlATJO,'!S FROM A30VC_)
3. GROUND CC'v'ER AREAS
PLANTING PITS FOR GROL;ND COVERS Sr1ALL BE 4'; X 4'. OR PDCQUATE TO ACCEPT f"'"'ATER~A.L FROM FLATS WiTHCUT CRUSHING OR DE:FORMING THE: ROOT BALL
PLANT AT SPACii-...lGS Ar>~D ;NARC.AS •NDlCATF-D ON THE ORA\\/iNGS. SOIL SHALL !3::3 FIR.ML Y PRESSED A~OU:'lD EACH t?!.ANi, AND THE EXGESS SOIL !<EMOVF-D
FROM THE CROVv',"'-.J EACH SECTION OF GROLND COVE~ SHALL BE: IMMEDIATELY \.VATER.ED UPON COMPLETION 0~ Pi.ANTING, OK \,\,rn-m--.i O!'¾e:: HOUR
4,~iULCHING OF SHRLJS. AR~AS
CONTRAGTO~ S~i.P-LL ,APPL y A MJNIMU~"i OF ONE: AND ONE HALF INCH AGU!N,t\GA "FO!<.CST PLOG!<.-O"TO ,:j." SiZE TO P..LL GKOUNC) COVC.:R /:.,r-.JD SHRUB r)L.--'\NT!NG ARcJ>,..S .~.,.,FTEi<
CCt"':PL..ETION OF ALL PL~NT iNSTALL.A,770!'~ (ONE CUBIC YA!<.D COVERS 276 SQ. Pf. Af o,,'S: AND ON~ <--iAL...F 11'JCH DCE:P.) AREAS LESS D-4AN ONF-1NCH C:'SE:P APTE:K SETH ... S:L'1ENT
FOR O,"'JE WE.E]< SHA!~L BF-R.EMUL.CHED TO ACHeiVE ':HE. REQUiRED r DEPTH,
5.MAINTENANCE i!\ND GIJAR<\NTEE (OPTIONAc. -60 D"¾YS A S 'oEPAf<ATE BID ITEM)
ALL PLA,NTING SH,ALL. BS f'v".AiNTAiNED (BY CULTIVATING, \'VEEDiNG, \NATERiNG, FE2Di~G, SPF-AY!NG AND PRUNlf\-JG) FOR 60 D.AYS AFTE:R COMPLETION AND
ACCEPT,~,NCE OF ALL PLANTNG, ,.A.1....L SHRUBS AND TR2ES NOT L.!VING faJ-7".Ei< 60 D.AY MA!NIEN.A.NCE SHALL as R:EPLA.CE:D, A ;::[NAL !N.SPE:Cf!ON S!-:Ai...L BS: MADE
BY THE CITIES ENGINEEf< TO VERIFY THE FOLL.OW!i'iG: HEALTHY, PEST FR:cE' PLANT r-'sATERlALS. VLABLE WEED FREE GROUN:> COVER A.REAS, STAK!NG OF TREES,
ETC.
/\PPHOVED
!l<Vi~~E AVE.
MEDIAN LANDSCAPE PLANS
PH,A.SE ONE
DJl.lE
I APP'D DESIGNED 1---~--~-------------------~--;1-------i-----·-·-DATE BY DESCR!PTlON DRAWN
CITY OF NEWPORT BEACH
REVISIONS CHEC:KED DATE PUBUC WORKS DEPARTMENT SHEET 6 OF 6