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t.\NDSCA!'E ARCHITECTS CONTRACTORS
,ll.PPHOVED . '
ASS'T. PUBLIC WORKS DIRECTOR
R.E. NO _____ _
PL/~~J
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CITY Of tJE\"JPORT l!EACH P-GOCJ&S
PUBLIC WORKS DEPARTMENT SHEET I
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,. T1i"K IRRIGATION CONTR-AC1rOR SHALL IHSTALL ONE RISER SIZE VALGON n1nv.,_,
x.sn AltTT-DP.AIIr AND EXCESS FLO'W VALVE IU 'RISER ASSEMBLIES .WHERE'
HECESSARY. TO PREVENT LOW HEAD'· DRAII~!i.GE$
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120 VOLT ELEGTRIC/,L POi'IER OUTLET AT THfi: AUTOMATIC CONTROLLER LOCATION
SHALL BE PROVIDED BY OTHERS. IT SHP,LL BE THE RESPONSIBILITY OF THE
IRRIGATION CO!ITRAC70R 70 HAKE THE FINAL HOOK-UP FROM THE ELECTRICAL
OUTLET TO THE AUTOMATIC COHTROtLER.
ALL PIPING RE'IWEEl: THE PO!HT OF COIHiECT!O:tI AND BACK.FLOW PREVENTER
AND/OR VAGUfJH BREAKERS SHALL BE OF l-:ATERIALS f:..ND IHSTALLATIOH e
METHODS REQUIRSD BY THB LOCAL CODES\>
4.,, FINAL LOCATIOK OF THE AUTOMATIC C'OlITRDLLER AND BACKFLOW PREVENTER
AHD/OR VACUUN BREAKERS SHALL BE APPROVED BY THE CITY ..
5., 'IHIS DESIGH IS DIAGRAHHATIC., ALL PIPINGf VALVES., ETC,;, snowr~ WITHIN
PAVED AREAS ARE FOR DESIGI! CLARIFICATION ONLY AND SHALL BE IKSTALLED
IN PLANTING AREAS WHERZ POSSIBLE. AVOID ANY CONFLICTS BETWEEN TEE
SPRINKLER SYSTEH, PLANTING AND ARGHITEGURAL FEATURES.,
6. THE IRRIGATIOJI CONTRACTOR SHALL FLUSH AND ADJUST ALL srRINKLER HEADS
FOR OPTH!Ul! PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS
A!\D/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING
THE BEST DEGRB:S OF ARC TO FIT THE EXISTING SITE CONDTIONS AND TO
THROTTLE THE FLOW CONTROL AT EACH VALVE '.:'0 OBTAI:i THZ OPTIMUH OPER-
ATIIIG PRESSURE FOR. EACH SYSTEM... '
7,,, DO no~· WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN OH THE DRA'l'J,.,
II~GS i'!HEH !T IS OBVIOUS IN THE FIELD THAT I~i:KHOWN OBSTRUGTIOHS*
GRADE DIF:B'EREHCES OR DIFFEREHCES IN THE AREA DI:-:ZliSIOUS EXIST THAT
HIGH7 HOT HAVE BEEN COHSIDERED IN THZ ENGINEERING,, SUCH OBSTRUC-
TIONS OR DIFFEREt:CES SHOULD llE BROUGHT TO THE ATTE]!TION OF THE
OWirER 1 S .AUTHORIZED REPRESEUTAT1VE,. :CH THE EVEHT THIS NOTIFICATION
IS NOT ?ERFOilHED., THE IHRIG-ATION COHTRACTOR SHALL ASSUHl~ FULL
RESPONSIBILITY FOR ANY REVISIONS NEC.ESSARY., "
8.. , !US'I'ALL ALL HATEHIALS AND EQUIFHEHT AS SHOWN HI DETAILS'6
9, IT IS THE RESPINSIBILITY OF THE IRRIGATIO!I COllTRACT0!1 TO FAMILIARIZE
HI!'.SE!,F lHTH ALL Gel.ADE DIFFERENCES, LOCATION OF WALLS, RETAINING
UALLS1o ETC~ HE SEALL COORDINATE HIS WORK WITH THE GENERAL CONTRAC-
TOR. AUD OTHER St.TB-COl{TRACTORS FOR TEE LOCATION AND THE INSTALLATION
OF PIPE BLEBVt:S THROUGH WALLS,. UNDZR TIOADWA'YS, PAVING~ STRUC_TURES, ETC,
10., THE SPRIHKL.ER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE
OF 60 P_,,S.I., AirD A MAXIMUM DEMAHD OF 1,.0 G.P.,.M,. AT 'fHE POINT OF
COlnIECT!OlI., TEE IRRIGATION' CONTRACTOR SHALL VERIFY O~I SITE PRIOR
TO CONSTRUCTION~ •
ASS'T. PUBLIC WORKS OlRECTO?.
R.E. NQ ____ _
DAT~----------1
DATE BY 0-ESCR!PTJON AP?'D. DESIGNED DRAWN
REVISIONS CHECKED DATE
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CITY OF NE\'IPORT BEACH P, Gf2'181
PUBLIC WORKS DEPARTMENT ·' SHEET z. OF!,
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1., ALL ?LANTIUG AR2AS SHALL BE TILL:SD TO ),. NIHIMUVi DEPT~ Of .6 INCHES PRIOR
TO PLANTUiG {SEB SPEClFICA'J;lONS) ~ AUD TEE FOLLOWING SOIL AME!TDMENTS
SHALL BE ADDBD: PEH 1,000 [lQ,. FT ..
A.. 6 cu .. YDS., HITROGE!i STABILIZED ORGANIC A:--rn~rnME~T\> AS APPROVED
DY LANDSCAPE ARCEITECT"'
B" )0 L"SS. 6-20-20 COMMERCIAL FZh.TIL LZEE.,
C,. 20 LBS~ SOIL SULFUH,.,
2.. ALL EXCAV/1.TED HOLES SHALL EAVE VEH"l'ICAL SIDES WITH. ROUG!IENEJ SUR?ACES
AUD SHALL BE OF' A SIZE THAT IS AT LEAST TWO TINES THJ<~ WIDTH AND TWG
TIMES 'l'EE DEPTH OF 'I'H.E ORIGINAL PLAH'l' CONTAINER ..
3.. BACKFILL HIX FOH TREES AND SJ!RLTBS (SZE DETAILS) SHALL BE AS FOLLOV.TS:
6 PARTS BY VOLUME IHPOP.TED TOP SOIL
4 PP.HTS BY VOLUJ,!E OHGA?ac ANENDMENT PER ABOVE
2. LBS., 6-20-20 ·cm,~t-i:Ef;CIAL fERTILIZER PEE· CUDI.C YARD' OF' MIX
2 LBS. IRON SULFA1'.E PER CUBIC YARD OF MIX
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TH.REE INCHES. OF AHENDED BACKr'ILL SHALL BE THOUR.OUGHLY MIXED WITP. THRBE
INCHES OF 1.L\TIVE BOIL AT 11HE 30T-TOH CF EACH HOf.,E TO PROVIDE A TRANS-
ITI01lAL SOIL MIA OF AT LEAST • .SIX INCHES .BETHEE!~ NATIVE BOIL AND THE
BACKFILL,.
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ALL SHRUB A1J D ltROUN.DGOVl'~R. ARZAS SHALL BE MULCHED 1ilITH
LAYER OF REDHOOD OR FIR DARK, 1 /2 11 TO 1" IN DIAMETER" l ~
5, FINISH GRADI!lG MOUNDS, SLOPES A!:)) ALL OF THE LANDSCAPE PLANTING AREA
6 ..
TO FORM 3H00'1'H1 HOLLING.,, CONTOURS~
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ALL PLAHTING AREAS SHALL APPROPRIA1rE PRE-EHEHGENT WEED
CONTROL PRIOR TO THE INSTALLAT!Oif OF HYDROSEED AND/OR SHRUBf TREE
PLANTING4
7. ALL PLANT t-iATERIAL SHALL BL SUE,JEGT TO INSPECTION .A?rn APPROVAL BY
THE C:ITY PRIOR TO I!ISTALLATJ.O!i ~
APPROVED
•
ASS'T. PUBUC WORKS DIRECTOR I RE.NO, ___ _ !---+---+--.. ~-----------+---!
DAT~F ________ _,
DATE BY DESCRtPTION A?P'D. DES!GNED DRAWN
REVISIONS CHECKED DATE
LANOSCAN: ARCHITECTS COJ\iT!lACTOHS
CITY OF tJEirJPORT BEACH P~ SOtJf?-C!J
Pl,JBUC WORKS DEPARTMENT SHEET 3 Of(!;?
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EXCAVATION nm SITE GRADING
TOLERANCE
ALL BITILDING PADS, HARD COURTS AHD 7HE EALANCE'''·OF THE SITE" I!ICLUDiliG
ALL EAR'l'H HOUNDS AHD WALKWAY AREAS SHALL I-E ROUGH GRADED TO A TOLERA!ICE
OF 0..,1 FOOT AS INDICATED ON 'l'HE PLAHS.. ALI, AREAS SHALL BE LEF':' UEATJ
SHOOTR., AND Ul.IF0Rt1 I!l APPEA!U.l!CE.
F.XISTIHG UTILITIES
TEE COIJTRAGTOP. SHALL INVESTIGATE AND PROTECL ALL SXISTIHG UTILI'I'I::S IN CONFOR!·!ANGE WI'I'H SECTION 5 OF TH'E STA!lDA~D .SP:SCJFICAT·Imls~ Knm·rn
UTILITIES ARE INDICATED on THE DRAWINGS,. ?:110? '.I'O ?Z?,?G:t(;I;;t; co;;_
ST.RUCTION WORK, THE COU'.LRACTOR SHALL BS :c::SPOiISIELS F0~ RZQ:JZS'I'Il!G
EACii UTILITY COMPAllY TO LOCATE I TS Fft.CILI TIES.. TH~'. COiiTH,\C':'Q?, SEA.LL
PROTECT IN f'LACB AliD EE RESPOHSIBLE FOR, AT HIS m;:-; EXFEllSEi AffY
DAMAGE 'l'O ANY UTILITIES .r.mcotmTERED DUR.nm CO!ISTE.UC7IO:r OF 7?.-2 IT~:is
SHO\'m OU T:tE DRA'rlIHGS"'
THE CONTRACTOR
OH THE PLAHS.,
AREA;.
SHALL GiiADE THS SITE TO TffE LIN.ES
PORTIOHS OF THE PROJECT Sl'l'E HAVE
/l.HD GR?.DES snm-:::r
BEEl; iJSELl /lS A SFCIL
THE LUH:? sun PR.ICE BlD FOR SI'i'E ROUGE GrtADIHG SHALL 1:icLl:D£ BD'T tiGi
BE LIMI'I'ED TO THE REQUIRED u1:cLASSIFIZD EXCAVATION A!lD FILL Nzcss::ARY
TO BRING TRL PAVED AREAS 'l'O SUB-GRADE ELEV.ATI01: AHD 'THE-TUR? A~!D G20UND
COVER AREAS TO A UHIFORH GRADE BELOH .FIHISHED G:i.ADE, HTILIZI'.iG 'Tlff,
MATERIAL AVAILABLE on THE sr·rE .. THIS ITEH•·sEALL ALSO l!iGLUDE ALL
COSTS IEVOLVED HITE THE REHOVAL AHD DISPOSAL OF DEEB.IS½ TREESi; VEG-
ETATIOH., O'.r:I-LER DELETZRIOUS MATERIALS AUD NOH-ORGAliIG D.EB:tIS OR. CO!JCRETE
El1COUHTERED IN THE GRA:JillG OPERA TI OH,.
I1'1PORT:SD BORROW
IT IS ESTIMATED THAT APfROXIHAT:SLY 180 CUBIC YA!lDS OF 3.t{?tRTED BORROW
\'ll:LL BE REQUIRED., TIIE GOI-JTRAGTOR S!IALL GIVT'... THE CI'I'Y 7 DAYS !IOTICE TO
PROVIDE THE IHPOrrrED BORROW,,, THIS HOTICE SHALL IHCLU'DF, ?HB DATE OR
DATES BORROW IS HEEDED, TEE QUA!iTI'.I'Y AUD PLACI: BORROW IS TO BE DUMPED,.
THE CONTRACTOR SHALL ALLOW A MINlJIUH OF 5 DAYS FOR CITY TO DELIVER
180 CUBIC YARDS OF IMPORTED BORR01L THE CITY IHTEHDS TO PROVIDE TOP
SOIL AS IHPOnTED BOR.ROH~
'l'EE UHIT PRIGE BID PER GiJI3IC YARD FOR PLAGIUG H:PORTEJ BORE.OU BEALL
IlICI~UDE ALL COSTS REL/l'l'lNG 'l'O TITS l·!OVIHG Al{D PLACING OF THE BORRC~-J
1-IATERIAL., THE HEASUREUENT OF CUBIC YARDS OF Ii1PORTBD BOHR(fr! SHALL
BE BASED ON THE QU/dfTI:'IES DELIVI;RED TO 'IHE SITE~
SUBGftf,DE PREPARft'l'ION FOR PAVED AREAS
PAVED ARIAS INCLUDE HARD COURT AREAt SIDEl·;ALKS, SLABSt GUR33, A:1D
CONCRETE OH GRADE* THE SUBGRADE l?QR PAVED AREAS SHALL BE PR~~PARED nr
A.GCOHDAUC~ \'iITH SECTION 301-1 OF 'T'HE STftJiDA rm SP?;CIE'ICA TIONS,.
' '
COHCRETE.
THE _CO:iCHE'i'E ·v:ALKS, STEPS AUD HIS-CELLAl{EOTJS cmiCRETE COIT3TRUC'1ION
SHALL Clll!FORN TO THE REQUIRMENTS OF SECTION 303-5 OF THE STANDARD
SPEG!FlCATIOllS EXCEPT THE CONCRETE SHALL BE CLASS 560-C-3250,
PAil!THIG CONCRETE AT HARD COIIRT
THE SURFACE OF ALL COHCRE'.l'~~ SLABS SHALL EE
BEFORE SURFACII\G.,
B,. THE CURED CO)JCRETE SLAI3S SH1\ LL BB APPROVED EEYORE AHY COLOn AC-
RYLIC IS APPLIED.. AfPLICATIOir A.HD HIXI.NG IS 'l'O BE T!T STRICT
ACCORDAHCE WITH WESTER11 GOATIITGS COHPAHf· PLAY-ON SPECili'ICATIOUSe:
(:~ CONTRACTOR SHALL LAY OUT AHD PAI!J'T HARD cou1:'l' PLAJIKG LIHES TO
THE EXACT WIDTHS AND DIHEHSIO)W AS SEDWH OH THE DR.i',.\'JINGS ~ LINES
SHALL HAVE SHAR.P9 CLEAN EDGES.,
D.. ALLOW SYSTEH TO DRY TO !,~nntrnH. OF: TJ;JO {2) Di\YS, \·JAHM l·lEATH)C:Il1
BEFORE PERMITTING PLAY" DO l!O'I WASH!> HOSE Dm-n: OR SWEEl") UNTIL
TEU (10) DAYS HAVE F.LAPSED SINCE F'.IEAL COATING.,
IRRIGATION S_YSTEH
ALL IRRIGATION MA'l'ERIALS JU:iD IHS'l'ALLATION PROCEDURES SHALL CONFOE.!-1
TO TEE PROVISIONS OF SECTION .308-3<55 OF TaE STANDARD SP'.SCIF"IGATI011S
UNLESS OTHERWISE HOTED ON 'THE DRAWINGS.
PLJUITING
GEIIER.AL
ALL PLA11T HATERIAL AND HJSTALLATICliI I'ROCE11JRES SHALL CO!!FOR"' "'10 ~,•1·1,.
F'Rovrsrous Ot' SECTIO?f 3os-3,.4 OF THE STANDARD sPEcIFrC1-i'Imi8 mi1Es8
OTHERWISE HOTED OH THE DRAWINGS,.
GENERAL
~~E C~N'l'RAC'.l'OR SHALL CONTINUOUJ3LY _MAINTAD{ .ALL AREAS INVOLVED IH 'lhIS CONTRACT DURING THE PfiOG!iESS Qli' yr,J"? \','OR',,( A ern r,1rR1~.1r ~H"' "" ~ ,. , ~w ., it~~-~ LJ\J -! U ,b ..;,
E~~ABLISHM~~?,' PERIOJ U~T~L FI!L\L ACCEPTANCE OF 'fHE WORK BY THE CITY.,
TH.c. c~u;~:;-:..i UAL ES'fAB_L.i.SHMENT PERIOD SHALL Bl'.: FOR !~O LESS 'l'HAN SIXTY {60) vOict·..1.NOUS· CALANDER DAYS AND IN ACCORDANCE WITE THE PROVISIONS
OF SECTION 308-l, or TEE STANDARD SPECIFICATIONS EXCEF"'1 '8 S""'CI-,.-,T'<'D li"R''-i.1 1i •• u ~ -'<"" .ti ~.1~,.,
CON.TRACTOR SHALL REFER TO SECTION ?-8.1 o:r TEE S'l'ANDARD SPECIFICATIONS.
2/7fi DlEff.JilCH-PO$T CU\'.ARPRINY 10001{
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A,, ALL PL'\NT, IRR.IGl'tTION At;l1 B~o'ILDING MATERIALS INSTALLED Ui1DER
THE CONTRACT SHALL BE GUARANTEED AGAINST ANY AND ALL POOR,
I:IADEQTIATE OR INFERIOR 1-1ATERIALS AN.D/OR WORKMANSHIP F"OR A
PERIOD OF OHE YEAH.
B$ ~EPLA~E:·l~NT SHI.LL BE HADE TO 'I'HE SAHE SPECIFICATIONS REQUIRED
tOR 01HGL~TAL IHSTALLA'fION . • ... . ~
c. MATERIAL AND LABOR INVOLVED IN THE REPLACI\G OF 1,fA'V?.RIAL
SHALL BE mJPPLIED BY 'l'HE coNTRACTon AT NO ADDITIONAL Cos-r ro
TEE CITY ..
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PUBLIC WORKS DIRECTOR
R.E. NO I Z..fid6
DAT 7--0
DATE BY DESCRIPTION APP'O. DESIGNED
REVISIONS CHECKED DATE APRIL'80
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BALBOA ISLAND PARK
C:IVIL ENGINEERING PLAN
CITY OF NE\VPORT. BEACH P-5098-S
PUBLIC WORKS DEPARTMENT SHEET 5 OF 5
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