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HomeMy WebLinkAboutP_5194_S·~-l- r ----~----------------------------------------------------------,.......---------------'----------------------------'-----------'-----------.;..,_---------------•-----..:_• _.:;.;__ __ -· .. ~1 ;,. 't;.~,~·:1 •;·_ ·. ¥,.,, ~----. ~---· I ;INDEX OF DRAWINGS INDEX MAP -.;-:-cr ,·--,. "':--~·-: _;tL-1 TITLE SHEET : LANDSCAPE ARCHITECTURE · LC-1 Ll-1 IRRIGATION PLAN . --• • •. <. --' ,. _ _...,,,_.,,----.,~ ~~~---- ,;_ .. .Ll-6 'Ll-7 Ll-8 Ll-9 IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION LEGENDS IRRIGATION NOTES VICINITY MAP 05 LP .. 1 . PLANTING PLAN t..P-2 PLANTING PLAN LP..3 • PLANTING Pl.AN LP-.4 • Pt.ANTfN$·ftAN t.P~ PLANttN$ PLAN. 1..P--t PLANTING PLAN lP-1 PLAN11NG [)£TAILS ll.P-8 .. Pr..AHTIHI fit)tE$ lutCTRtCAl. EtBMIERJNG ELECTAICAL COVER SHEET E , E2l> SLi:CTRICAl SITE PLAN ~. fflYtL ENGINEEFtlNG • '. I ! •• LC-5 Ll-5 LP-5 LC-4 Ll-4 LP-4 LC-2 -Ll-2 LP-2 LC-2B LC-1 Ll-1 LP-1 CONSULTANTS · I\GENOY CONTACT PERSON PHONE OWNER DANIEL TRIMBLE CITY OF NEWPORT BEACH . ALL CONCRETE. IN CONTACT WITH SOIL TO . PROGRAM ADMINISTR.ATOR BE: MIN-4,150{)' PSI @ 28 DAYS. CEMENT • TO BE TYPE V WlTH MAX. WATER-CEMENT c,l< ,RATIO 0.50. MAX SLUMP TO BE 5," CONSULTANTS {949) 644-3230 DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA · vE-' lfili WATER EFFICIENT LANDSCAPE ORDINANCE c, 'r-n ,. · NOTIFICATION OF COMPLIANCE <o ,n (,' REQUIRED OF IRRIGATION CONTRACTORS C) -:=ti~ ~ ~ ~· o THE IRRIGATION CONTRACTOR IS REQUIRED -' (L ~ J\ ~ TO FULLY COMP. LY WITH THE IRRIGATION Cdod PLANS DURING INSTALLATION OF THE ' ' IRRIGATION SYSTEM. ALL FIELD CHANGES -1 IJ O I ; 0 ~ SHALL BE BROUGHT TO THE ATTENTION OF • THE LANDSCAPE ARCHITECT /LANDSCAPE IRRIGATION AUDITOR. ANY WORK NOT INSTALLED IN STRICT CONFORMANCE WITH THE LANDSCAPE IRRIGATION AUDITORS REQUIREMENTS SHALL BE REMOVED AND REINSTALLED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR AND OWNER SHALL REFER TO THE IRRIGATION NOTES SHEET FOR IRRIGATION CONTRACTOR'S WORK RESPONSIBILITIES AND THE LANDSCAPE ARCHITECT'S REQUIRED FIELD OBSERVATION SCHEDULE. APPROVALS CALIFORNIA COASTAL COMMISSION PERMIT APPLICATION NO; 5-03-091 DATE <~ CONT-SPECIAL INSP. NOT REQUIRED, LANDSCAPE ARCHITECT: ----t--=---'-------+----==_\,....,~~&-----J--+:__::S~---------"'\-----+-+----t--2.500 PSI ·~-. -· ----·-----l,___. _____ ,__..____.,-!+,L,p.....-l:AN0£:.SIGN---------+D.....,A=Nh'>-A-'S-"-[-'-['-'Ll~G----4-'(7+4) 557 5859--+----+--"='==-=--=· =-=--=-··=--"""-=·--=--=· =· =··=-=····-=·--=---··-"'-· =· ------·-· ·-----------'---4- ~ NOTTO SCALE • CITY OF NEWPORT BEACH REQUIREMENT: THE, CQNCRETE BIKE TRAIL SHALL BE 560-C.,:;.~250 TYPE FIVE, WITH A 4 INCH SLUMP, PER THE CITY OF NEWPORT BEACH STANDARDS FOR SIDEWALK AND CURB/6.\JTTER. ·. . ,........=c- CIVIL ENGINEER: FUSCOE ENGINEERING JOHN OLIVIER (949) 474-1960 ELECTRICAL ENGINEER: DW CONSULTANT MIKE DE MELLO (714) 432~1343 BIOLOGIST , GLENN LUKOS ASSOCIATES INGRID CHLUP (949) 837-0404 UTILITY COMPANIES SO. CAL. EDISON (714) 895-0246 SO. CAL. GAS COMPANY (714) 364-2170 . IRVINE RANCH WATER DISTRICT (949) 453-5300 PACIFIC BELL (714) 259-4460 UNDERGROUND SERVICE ALERT 1-(800) 422-4133 LAGUNA BEACH COUNTY WATER DISTRICT (949) 494-1000 CITY OF NEWPORT BEACH APPRO\! PUBLIG. 36106 RCE NO. DATE ........ T-=tl:: ~ =:) 0 z w 0 Q ~ f'EB O 3 2005 • C. K. •• :STRUCTU ENGINEER Ct) I 0 ....J w z -_, J: 0 ~ :E C. K. AU.EN JR, 1967 ROSEMARY PLACE -COSTA MESA, CA 92627 TEL: (949)548-714-4 F'AX: (949)548-9590 SJEE: MATCHLl,NE LC-2 . \ '·· • '• ,. 0,•·. ~'(";i; 0 ' ~ ~ ' 0_ 0 '\'_ 3 '\ "°. . ,-~-0 51GNAGE REFERENCE LEG>END 5Yt-1SOL INDEX MAP ~ 0 ~ @ ,. 0 ' © ' © ' @ ' @ ~ 0 DATE: BY: HRP LANOESIGN EX"PRE:SSLY RESEffVES ITS COMMON LAW ·co?YRIGHT -AHO OTH£R PROPERTY RIGHTS IN THESE PL.ANS. THESE PLANS ARE: NOT TO BE REPRODUCED, CHANGED, ,OR COPIE-0 IH ANY FORM OR MANNER WHATSO£VE:R, NOR ARE Ti-lEY TO BE ASSIGNED TO A i'HIRI) PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT Of HRP LANDESIGN. ' DESC.RIFTION DETAIL SHEET BIKEV'IAY/ PUBLIC ACCESS -A LC-e SIISN 'A.' BAY VIEi'! LANDINIS PARK A Lc-e DISABLE1' PARKINIS -SIISN 'S.' BAY VIEi"! LANOINIS PAF1.K MONL/MENTATION Sl<&N -SIISN 'C.' a Lc-e (FL/LL SIZE S16N AT C.OF1.NER OF JAMBOREE$ PCH). . STREET FAF!.KINIS Sl<&NA<&E -SIISN 'O.' LOCATIONS PER CITY OF NEl'lFOF1.T STRIPIN6 FLAN (YEF!.IFY). A LC-e PAF1.KIN<& DIRECTIONAL (LIISNA<&E -SIISN la.' LOCATIONS PEF1. CITY OF NEl'lFOF!.T -VERIFY IN_ FIELO). A Lc-e INTERPERATIVE Sl<&NAISE -SIISN 'F' (COASTAL SAGE SCF1.LIB HABITAT AREA) • C Lc-e INTERPERATIVE SIISNA6E -SIISN 'F' (l"!ETLAN1' RESTORATION AREA) C LC-e RESTRICTEO ACCESS SIISN -A LC-e SIISN 'IS' DESCRIPTION OF REVISION: APPD. I \ \ \ \ \ \ \ \ \ '( '< \ \ \ \ \ \ \ I I . \,_ '-'-" PARK I N<S> MANA<S>e:Me:NT Sl<S>NA<S>E NOTES: \ \ \ \ \ \ I. PAF!.KINIS TO SERVE THE SENIOR HOL/SINIS FACILITY AT A I.:? SPACE PEF1. UNIT RATIO. :2. A MINIML/M OF 2 DESl<&NATED HANOICAPPE:1' PAF!.KIN<& SPACES, AVAILABLE FROM DAHN TO DL/SK, i"IITHIN THE SENIOR HOL/SIN<So PAF1.KINIS LOT TO SERVE THE FUSLIC. 9. A MINIML/M OF e Off-SITE PARKINIS SPACl;S ALONIS BACK BAY DF!.IVE TO SEF1.VE THE FASSIVE PARK. 4. SIISNAISE TO IDENTIFY AVAILABLE FUSLIC PARKIN<So ANO APFLICABALE RESTRICTIONS. w \ \ \ \ \ I I I I I PLANS · PREPARED BY: '- CONSTRUCTION NOTES, I. THIS FLAN IS FOR THE FURFOSE OF HORIZONTAL CONTROL (STAKINIS) OF CONSTRUCTION FEATURES ~~ ~~~~1J~~i~~~1~f~~i~fi~ilTE CONSTRIJCTION FEA'l1JRES DETAILED HEREIN. 2. REFER TO THE CIVIL EN<SINEEl'<.INIS DF<.Al"IINIS FOR THE VERTICAL CONTROL OF ALL CONSTRUCTION FEA TIJRES AND FOR THE HORIZONTAL CONTROL AND CONSTRUCTION REF~CE OF FeATIJl'tES. NOT DETAILED HEREIN. S. UTILITY LOCATIONS SHOJ,',!N FOR RE~CE ONLY. • REFER TO CIVIL ENIS. PLAN. -·. •-' . . .. , . , ... -' 4, RADIUS DIMENSIONS ARE SHOJ,,iN V'IITH 'CEl'ltER POINT • AND V'IITH OIMENSIONS OUTSl1'E OF RAOIL/S. • S. ALL MEANDERINIS V'IALKV'IAY FORMS SHALL BE ~If,~ Jr/ kt~i4'~K ~~~N~gNcRETE ARI= UNACCEPTABLE. 6. ALL CALL OUTS AND DIMENSIONS SHOl"!N ONCE ARE TYPICAL FER SHEET. 1, ALL DIMENSIONS ARE STAKEO PERPENDICULAR OR, PARALLEL TO REFERENCEO FEATIJRE .• e. ALL DIMENSIONS ARE FROM FACE OF CURB ANO FROFERTY LINE L/NLESS OTHERl"!ISE NOTEO. <f. REFER TO THE ELECT. ENISINEER PLANS FOR ALL ELECTRICAL l"!ORK .. 10. CONTRACTOR SHALL VEF1.IFY ALL AS5UMED EXIST. FIN. <SRO. ELEV. AND REPORT ALL OISCREFANCIES IMMEOIA TEL Y TO THE OV'INER PRIOR TO PROCEEOINIS l"!ITH LANDSCAPE INSTALLATION II. CONTRACTOR SHALL A1'JL/ST ANY/ALL EXISTINIS L/TILITY BOXES FLL/SH l"!ITH FINISH ISRAOE. REFER • ro CIVIL ENISINEERS PLANS FOR ALL FINISH ISRAOE ELEVATIONS. 12. CONTRACTOR SHALL INSTALL ALL SCORE JOINTS PER DETAIL AND FLANS. IS. CONTRACTOR SHALL PROVIOE STAKINIS FOR CA6LE FENCE LOCATIONS ALONIS EXISTINIS NATIJAAL BLUFF 60UNDARY. ALL CABLE FENCE STAKES SHALL BE STAKEO AT S0'-0" o.c. ~ AT ALL MIDPOINTS, BEISINNINIS 4 END OF / CL/RYES. ALSO THE TRACT 60LINOARY SHALL BE STAKEO @ 100'-0" o.c. ALL STAKINIS SHALL BE APFF1.0VED BY OV'INEF1./LAN1'SCAPE ARCHITECT PRIOR TO ANY V'IORK .• MAINTENANCE RESPONSIBILITY, I. ALL ARl=AS ON THIS SHEET TO BE MAINTAINED BY CITY OF NEV'IFOF1.T BEACH AFTEF1. ACCEPTANCE BY THE CITY. \ / )-- I EXISTING IMFROVEMENTS ANP CON~UL TANT FEATURE:: REFER.ENCE LEGEND • SYM50L NO D!$CRIPTION \b QJ EXISTINIS CL/RB ANO/OR <SLITTER FER CIVIL ENIS. FLANS, VEF!,IFY. 121 EXISTINIS CONCl'teTE SIOEV'IALk' AN0/01'1. COF1.NEF1. .AAMF PEF1. CIVIL . ENI$,. FLANS, VERIFY, . 0 EXISTINIS DRAIN JNLET, BY OTHEF1.S, L__J TYFICAL .• . p-o El EXIST!~ sm)=T Ll6HT5 FER. CIVIL ENIS. PL.ANS; '@Rl,F'(,. . .. .6 0 EX!STINIS Ff~ HYP~NT, TiFTCAL FER CIVIL ENC., .Fl.ANS. 0 [TI EXISTINIS MANHOLE Ft;R · C.lVIL ENISINEEF1.'~,PLAN ::::::::.., [2] TiF'tcAL CONTQVR Pl::F1.C.IVIL ... ENIS. FLANS, VEl,.IFY. *..:e-0 TYPICAL SLOPE PER CfVIL ENIS. PLANS, VEJ=<IFY. --El CONCRETE V-OITCH PER -···-CIVIL ENISINl:ER'S FLANS, VEF1.IFY. -- §I TOP I TOE OF SI.OPE PER ---CIVIL ENISINEER'S FLAN; VERIFY. -•-[El EXISTINIS MTEF1. LIN!; FER CIVIL ENIS. FLANS. FROTECT-IN-FLACE, VERIFY = @I 01'1.AIN FIFE UN1'ER BiKEl"!AY PER CIVIL ENIS. FLANS, VERIFY. EB DAYLIISHT LIN!; Pl:R CIVIL -----ENIS. FLANS, YERlfY. ' LANDSCAPE CONSTRUCTION FEA TIJRE REFERENCE LEGEND SYMOOL NO. DESCRIPTION ' n: 1-.r:rr 0 6" THICK SEEt:>ED/ ROLLEO AISi$oF1.EISATE VEHICULAR INT. COLOR CONCRETE (BIKEV'IAY). JOIN FLL/SH TO AOJACENT EXISTIN<& FLATV'IOF1.K. · I 0 . TYFICAL SCORE .JOINT PEF!. OETAIL. ~ 0 STONE VENEER LOV'I SEAT V'IALL. 0 G) LITTER RECEPTACLE 0 s.••e" HIISH CABLE RAIL FENCE 41> 0 F1.0CK BOLILDER MASSINIS SIGNAGE TYPE 'B' NOTE: . . . . . • • f 14j STORM pRAIN ANO/QR CHAMBER FER it CIVIL EN<'.>,,FLANS, VERIFY. 0 O 0 □ -·,- o© D D OJI ·1~_-· _ _;j TYFlCAL FLOl'i LINE ·A1' 1% MIN. PER ,._, C,IVIL ENIS. Pl.ANS . (LINLESS NOTED O'Tl-fERl"!ISE) s:;i . STORM OAAIN SICYCL!S. FROOF .S.AATE l!:J Pl:R CIVl.L ENG>. PLANS, VEJ=<IFY. !2.5_!_. DF1.AINA<&E SYSTEM PER CIVIL CIVIL EN$. PLANS, VEJ=<IFY. !2._·. 6f EXISTINIS STREET SIISNAISE PER CIVIi. !SNIS. PLANS, YEl=<IFY. DETAIL SHEET A LC-1 B • 1-c- !; .··b1· see I I I ~-1 -~ I I I ·/ : SPECS I I I I C 0 • tlc-· • 7 · I • LJ-6, \ I v I I J I I I L I I I I I I I I I I w ::::> w w - \ I PARKING LOT SIGNAGE TO BE SHOWN ON SENIOR HOUSING PLANS. SIGNAGE SIMILAR TO THAT . SHOWN ON LC-8. ON-STREET PARKING SIGNAGE TYPE 'D' PER DETAIL 'A' SHEET LC-8. MINIMUM 8 SPACES PROVIDED ON BACK BAY DRIVE; MINIMUM 2 DESIGNATED DISABLED PUBLIC PARKING SPACES WITHIN SENIOR HOUSING PARKING LOT. z 0 I I CATY H p LAN ESIGN Pl.ANNING •. LANDSCAPE ARCHITECTURE URBAN DESIGN (25 30 CATV - w f ------..._ 25 --- w w s.\\· CONSTRUCTION PLAN LANDSCAPE PLAN CHECK NO PROJECT STATUS LANDSCAPE PERMIT NO. OWNER ISSUE 214/04 BID ISSUE 7/30/04 AGENCY ISSUE 4/27/04 CONST. ISSUE DRAWNBY: CA CHECKED BY: GS DATE: 1/28/04 LC-1 w iiiiiil,,j,,., 1-- 0 ::> cc 1--w z 0 0 '- ........ GJs r I . r~ J; j t 6' I J ' w SCALE 1" = Z<Y-0" 2 I T'"" =tt= ~ ::> 0 z w 0 0 <( ........ 1--w w 0 -CD ........ Ct) =tt= _, ~ -~ co ::, CITY OF NEWPORT BEACH (f) BAY VIEW LANDING PARK · >- LANDSCAPE Dl:VELOPMENT PLANS (.) CITY OF NEWPORT BEACH. CALIFORNIA · Z PffOJECI' NO;e • • • w l CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT .C4$81 C, (2,~~,;! f --~-->-_o-·~·c.s------;, ~-.._,_, .• ,.-,_. ~.cc=.·-~-~ ' 0 .....J LU z -.....J :c 0 ~ ~ LU UJ en SEE MATCHLINE LC -1 CONSUL TAN iifucTURAL ENGINEER C. K. ALLEN JR. 19-67 IWSEMARY PLAtE costA MESA, CA 92627 TEU (949)548-714-4 FAX: (149)548-9590 COASTAL BLUFF RE5TRICiED AC I \ \ \ \ DATE: BY: \ \ \ 1'-!RAF MA HOLE 1'-!ITH EXFANSIO FELT/FOAM I I I DESCRIPTION OF REVISION: APP'D; •Ml"4 LJ). UPte> l<EV15!0N& I I I I I I I I I r I NEWPORT .DU·NES JOIN FLUSH TO EXISTING SIKEl'-!AY ER GEOTEC..HN\C..AL. REPORT L N 5 \JC.Tl FEATURE REFERENCE LEGEND SYMBOL NO. De¾RIPTION DETAIL 51-11=!:T 0 6" THICK SEl!OEO/ ROl.l.EO A-6ATE VlaHICULAR INT. COLoR CONCRl!TE A LC·1 (61KeJ,,IAY). JOIN FLUSH T'O AOJAC!:NT' l=XIST'ING FLATJo'C)RK. I @ TT'PICAL &col<E JOINT PER 05T'AIL. e LC·1 ~ © ST'ONE VENEER Lol'-1 SEAT' !'IALI.. F Lc:;-1 Ill) 0 LITTER l<ECEPT' ACI..E See $PE,:;& -© ::5'-&p HIISH C.ABLf= RAIL FcNCE C I.C-1 • 0 ROCK 60\Jl.Oef< MASSINe 0 I.C•b . CJ 0 6ENc.H SEE SPEc:;S • 0 60Ul.l)ER. HITH BRONZE O!;t>ICAT'ION PL.AGUe e LC·1 ~ 0 !:>RINKING FOUNT'AIN 0 Lc:;-e, @ @ TRASH l<ECEPT'ACLI: See $PE<;!, EXISTING IMPROVEMENTS ANO. ' . " . CONSIJJ.. TANT FEA 11JRE: REF~NC,E l.i;;GEN1' . /}.· .·<·}· /f ./i} -~{,-··· --::/ ./:;---, ._, SIGNAGE TYPE 'B' NOTE: a N ·. .. ·, <~-. ' .. PARKING LOT SIGNAGE TO BE SHOWN ON SENIOR HOUSING PLANS. SIGNAGE SIMILAR TO THAT SHOWN ON LC-8. ON-STREET PARKING SIGNAGE TYPE 'D' PER DETAIL 'A,' SHEET LC-8. MINIMUM 8 SPACES PROVIDED ON BACK BAY DRIVE. MINIMUM 2 DESIGNATED DISABLED PUBLIC PARKING SPACES WITHIN SENIOR HOUSING PARKING LOT. 51GNAGE REFER.ENC.. LEGEND 0 SIKEl>'IAY/ SleN 'A.' IC. AC.CESS - (";;\ BAY VIEi'! LANDIN<S PARK \:::J DISASLeD PARKIN<S -$I<SN 'S.' (';'°'\ BAY Vleio'I LANDINE> PARK 1,:::,) MONUMENTATION SIGN -SIGN 'C.' A e /;:;\ STREeT PARKINe SleNAee -1,:::.,J SleN 'D.' L.OCATIONS Pf:R CITT' OF A NEl>'IPORT STRIFING PL.AN MRll'Y), . © PARKl!>l<S DIRl:CTIONAL SISNAeE·-Sl<SN 'E.' (LOCATIONS Pl:R CITY OF NEl>'IPORT -VERIFY IN f=lel..D). @ IN'T!:RPeRATIVE SleNAeE -SIGN 'F' (COASTAL SAeE SCRUB HABITAT AREA) @ INTERFl:RATIVE Sl<SNAeE -SIGN 'F' (1>'11;:TJ..AND RESTORATION AReA) ~ RESTRIC'tED ACCl:55 SIGN -. \,::::.J Sl<SN 'e' PLANS PREPARED BY: 3242 HALLADAY, SVl1E 203 ~'k~- (714) 557-5852 HRP LANDESIGN PLAf'o!NING LANDSCAPE ARCHITECTURE URBAN DESIGN A C A SHEl:T Lc-e 1..c-e Lc-e i..c.-e PAR.KINe-MANAe-eMeNT Sl<S,NAe-e NOTES: I. PARKINe TO SeRVe THE SeNIOR HOUSINe FACILITT' AT A 1.:2 SPACE: PeR UNIT RATIO. :2. A MINIMUM OF :2 DeSl<SNATeD HANDICAPPED PARKINe SPACf:5, AVAIL.ABLE FROM DAl>'IN TO Di.15K, l'IITHIN THI: 51:NIOR HOUSING PARKIN<S L.OT TO SeRVf: THI: PUBLIC. 5. A MINIMUM OF f; OFF-SIT!: PARKINS SPACl:5 AL.ON<S BACK SAY DRIVE TO SERVE THI:: PASSIVE: PARK. 4. SIGNAeE TO IDENTIFY AVAIL.ABLE FUBL.IC. PARKING AND AF'PLICASALe Re5TRICTION5. 5. STRIFIN<S PeR CITY OF NEl>'IPORT 61::ACH. CONSTRUCTION PLAN PROJECT STATUS OWNER ISSUE 214104 BID ISSUE 7/30/04 AGENCY ISSUE 4/'Zl/04 CONST. ISSUE DRAWN BY: CA CHECKED BY: GS DA TE: 1/28/04 L:.J [fil El eXIStlN<S Cl.I~ AND/Of'i. ~ •• • • PeR C,IVI!. eNe. Pl.ANS, VE:RirY. EXl$TIN$ C>AA1N. IN!.ET, $'(' )?jj,/1:!F<~i • 'IYPIC.AL.. • • ·• • 1:xrsTINe STF<EET 1.rei,r:; Pe~ 'i1iYiL. EN$. PL.ANS, V!;Rlr'(. . E:XISTIN<S FIRE f!Y'~N'r'/ti'~ic;Ai;~ ••• •••• PE:R C.IVIL ~-PL.A~,: l;:XISTIN<S MANHOLE ~ • .• C.IVIL. EN<SINa;lit'S PL.AN TYPIC,A!. SLOPE: Pt;:R C,JVIL EN@. PLANS, Vl;:Rlf"Y. C>E:SC,Rl.....,ON ·-· . -' r;;;, · li!XISTIN5 l"RO!"eRTT' LINE: • , "'... ·· '. •l!J· f'EI( CIVIL. ENe. PLAN ~IFY} . • '_,_. 0 0 0 a ' _'----CAlV- -,- -·,- ~ El §1 §] ~OSED l'IATEF< METER . PER(}IVIL. El-tE,: PLAN:i;N.l,C; r::::J EXll:i .. TINS eASJ.INE PER·· • ~ • C.IV!L !:Ne. PLANS @l EXISTIHe Tel.ePHONe LiNf: -CIVI!. ENS. PL.ANS •• C.ONCRETE V-D!Tc:;H PER C.IVIL.eN<SINEER'S PLANS, v'.ERll'Y. □0 ~ l:XISTINe El..eCTIF!CAL, • Tel..l:PHQNe D UTIL.ITll:S Pl:R el..l:C. ENE>. PLANS, N.LC. TOP I TOE OF SL.OPE: PER • CIVIL. EN<SINeeR'S. Pl.AN, VERll'Y. §I TYPICAL. FLOl>'I LINE AT 1% MIN. PER fu lVIL !:Ne. PL.ANS . · -+ iJNLe$S NOTED OTHE:Rio'IISe) eXl$TINe i"!ATE:lt LINE PER CIVIL EN<S. Pl.ANS. PF<OTECT-IN•PJ..AC.E, VERIFY D el STORM DRAIN SIC,YCLE PROOF <SAA TE DRAIN FIFE: UNDER SIKE:IA/AY PE:R CIVIL ENIS .. Fl.ANS, VERll'Y. DAYJ.l<SHT L.INe PER C.IVIJ. ENe. PL.ANS, VERIFY. [] °' Pe.R CIVIL el<S. PL.ANS, VeRll'Y. el DRAINA<Se SYSTEM PER CIVIL CIVIL. !::Ne. PL.ANS, VERIFY. el EXISTINE> STRi:er Sl<SNAeE PeR CIVIL ENe, PL.ANS, VeRll'Y. ~ EXISTIN<S AC, SIKE:IA/AY TO REMAIN. -PRO'T!:CT IN PLACE. CONSTIWCTION NOTeS, I. THIS PLAN 15 FOR THE R.IRPOSE Of= HORIZONTAL CONTROL (STAKING) OF CONSTRUCTION FEATVRES NOT L.OCATED 6Y THI:: CIVIL. ENGINEERING AND THE CONSTRIJCTION REFERENCE Of= SITE CONSTRUCTION f=EA"T1.Jf<,E:$ DETAILED HEREIN. :2. ReFeR TO THE CIVIL. ENSINeERING DF<Aio'IING FOR THE VERTICAL. CONTF<OL. OF ALL CON5TRLICTION FEATURES AND FOR THE HORIZONTAL CONTROL AND CONSTRIJCTION Rf.l'El'<ENCE OF FeATURE:5 NOT DETAILED HEREIN. 5. UTILITY LOCATIONS SHOWN FOR REFERENCE ONL. Y. REFeR TO CIVIL ENe. PLAN. ' 4. RADIUS DIMENSIONS ARE SHOl>'IN WITH CeNTER POINT AND io'IITH DIMENSIONS OUTSIDE OF RADIUS . f<.S•-011 ~ 5. AL.!. MeANDeRINE> l'IALKWAY FORMS SHALL SE REYIEl>'IED SY THE !.AND. ARCH. PRIOR TO CONCRETE POUR, UNE:VeN OR ABRUPT WALK AL.IGNMENTS • • ARE UNACCEPTABLE. 6. AL.!. CALL. OUTS AND DIMENSIONS SHOWN ONCE ARE TYPICAL. Pl:R SHEET. i. AL.!. DIMENSIONS ARE STAKE:D PERPENDICULAR OR PAF<AL.L.EL. TO Rl:FERENCED reATURe. f;, AL.L. DIMENSIONS ARE FROM FACE OF CURB AND PROPERTY LINE UNLl:55 OTHERWISE: NOTeD. <!. REreR TO.THE ELECT. E:Ne!Nel:R FLANS FOR ALL ELECTRICAL l'!ORK. 10. CONTRACTOR SHA!.L. VERIFY ALL ASSUMED EXIST. FIN. GRD. ELEV. AND REFORT AL.!. C>ISCRl:PANCIES IMMl:DIATEL. Y TO THE OWNER PRIOR TO PROCEEDINE> l'!ITH LANDSCAPE INSTAL.LATION II. CONTRACTOR SHAL.L. AD.J.JST ANY/ALL. EXISTING UTILITY 60Xe5 !'LUSH WITH FINISH GRADE. ReFl:R TO CIVIL E:NGINEER'S PLANS FOR ALL. FINISH GRAPE , EL.EVATIONS. l::Z. CONTRACTOR SHALL INSTAL.L AL.L SCORE JOINTS PER Dl:TAIL AND FLANS. 15. CONTRACTOR SHAL.L. PROVIDE STAKINE> FOR CABLE FENCE L.OCATIONS AL.ONE> EXISTINE> NATURAL. BLUFF 601./NDAlltY. ALL CABLE FENCi: STAKl:5 SHAL.J.. BE STAKEP AT 50'-0" "·"'· t AT AL!. MIDPOINT5,.6EE>INNINE> • END OF CURVES. ALSO THI: TRACT 60UNDARY $HAL.!. eE STAKEP <II 100'-0" o.c. ALL STAKINe SHALL 6E: AFFROVED BY OWNER/1..ANDSCAPE ARCHl'T!:CT PRIOR TO ANY Wi::>F<k. MAINTENANCE RE5PON5I6IL.ltr, I. AL.!. AREA'S ON THIS. SHEET TO 6E MAINTAINED 6'T' CITY OF NEl'IFORT 6EACH AFTeR ACCEPTANCe SY THS CITY. INDEX MAP SCALE 0 1· 1 ~ 11111 1Jl.l NOT TO IICiLE -20·-o· - 2 I LANDSCAPE PLAN CHECK NO CITY ·OF NeWPORT BEACH BAY VIEW LANDING PARK LANDSCAPE DEVELOPMENT PLANS CITY OF NEWPORT $CH, CALIFORNIA LANDSCAPE PERMIT NO. LC-2 CITY OF NEWPORT BEACH PIIO.ECTNO. C4$81 PUBLIC WORKS DEPARTMENT 3 OF 38 FEB o 3 20DS ' 7( ' I ' ' Co Ci i (I.. { u. --Cf. Cf. - 2 C -I- C --er 1-u: 2 C C --C z u.. C 0 <( ........ 1-w er; 0 -C(l ........ ct:) ~ .....J <( ~ -~ C(l ::J (JJ >-u z w (.!:) <( I I \ I I I I l \ CONSULT ltiiWL C. K. AU.EN. JR. 1967 :R()SEMARY PLACE COSTA M-tsA. CA 92627 TEL: (1'4$)~48-71,« F"AX~ {9--4!'.1)548-9_5'90 \ ., \' l \ • I I ' \ ' 1 • . I I ' ! J I ' •• \ No.1$23 Exp. 9-30-05 ~ I I I j I I I I I I I LOWER BAY VIEW SENIOR HOUSING • (N.A.P.) , __ HRP lANDESIGN EXPRE$$1.Y RES£RV£S rrs COMt.lON LAW COPYRIGHT AND-OTHER PROPERTY RIGHTS IN THESE PLAN$, THESE PLAHS ARE NOT TO BE REPRODUCED, CHANGiO;, OR COPIED IN ANY ro'RM OR MANNER WHATSOEVER, NCR ARE TKE'f TO BE A$SIGNED TO A THIRD PARTY Wni!OU'F" F'IRST OBTAINING THE· WRITTEN PERMIS$10t<1 AND CONSENT or -HRf1 U.NDESIGN. DATE: BY: _:-- EXISTING IMPROVEMENTS AND CONSUL TANT FEATURE REFERENCE LE6END SYMeOL NO DESCRIPTION ~ • EXISTING> CURB AND/OR <S>l.lTTER III PER C.IVIL ENG>. PLANS, VERIFY. ~10 EXISTING> CONCRETE SIOEJl'IALK AHO/OR CORNER RAMP PER C.IVIL ENG>. PLAHS, VERIFY. ' ~ EXISTING> ORAIN IHJ..ET, SY OTHERS, TYPIC.AL .. -!r G EXISTING> STREET Ll<S,HTS PER C.IVIL ENG,. PLANS, VERIFY. .0 ~ EXISTING> FIRE HYORANT, TYPICAL PER CIVIL EN<S>. PLAHS. 0 0 EXISTING MANHOLE PER CIVIL EN61HEER'S PLAN ' ~.., [] TYPICAL CONTOUR PER CIVIL "' ENe. PLANS, VERIFY. ~~ 0 TYPICAL SLOPE PER CIVIL EN6. PLANS, VERIFY. --El CONCRETE V-OITCH PER -···-CIVIL EN61NEER'S PLANS, VERIFY, -- • 11£1 TOP I TOE OF SLOPE PER ---CIVIL EN<S>INEER'S PLAN, VERIFY. ---0 EXISTING> Jl'IATER LINE PER CIVIL EH<S>. PLANS. PROTECT-IN-PLACE, VERIFY == @] DRAIN PIPE UHOER 61Kel'IAY PER CIVIL EN6. PLANS, VERIFY. ~ DAYLleHT LINE P!:R CIVIL -----EN<S-. PLANS, VERIFY. DESCRIPTION OF REVISION: APP'D. \ \ Jl'IIE:TLANDS TR/CT.ED-A< C.E:S --- SYM60L No Dl::SCRIPTION ~':::---8 STORM ORAIN ANO/OR CHAMBER FER 'ii? CIVIL EN<S>. PLANS, VEl'tlFY. ' ~ EXISTIN<S-PROFERTY LINE ' '---.. PER CIVIL EN,;. PLAN (Vf;RIFY) 0 ~ MOINTORIN,; Jl'IELLS. LOCATIONS O 0 PER CIVIL EN$. PLANS, TYP .. (N.I.C.) □ @] PROPOSED l'IATER METER PER CIVIL EN6. PLANS, N.I.C. ---,;m-~ EXISTING, CA6LE LINE PER CIVIL EN6. PLANS -s-~ EXISTIN,; SEJl'IER LINE PER CIVIL EN6. PLANS §I EXISTIN$ 6AS LINE PER -G-CIVIL EN6. PLAHS -r-§] EXISTING> TELEPHONE LINE PER CIVIL EN6. PLANS □0 e3l EXISTING, ELECTIRCAL i TELEPHONE D UTILITIES PER EL.EC. EN,;. PL.ANS, N.I.C. §I TYPICAL FLO/l'l LINE AT 1% MIN. PER ~+ ~!VIL ENG,, PLANS UNLESS NOTED OTHER/l'llSE) D §31 STORM DRAIN 61CYCLE PROOF <:RATE PER CIVIL EH6. PLANS, VERIFY. II] §I DAAINA6E SYSTEM PER CIVIL CIVIL ENG. PLANS, V!:RIFY. °' ~ EXISTING, STREET Sl6NA<SE PER CIVIL EN6. PLAHS, VERIFY. §21 EXISTING, AC 6/KEJl'IAY TO REMAIN. -PROTECT IN PLAC!:. - -?JJ \ \ \ ' \ ' ·; ,. .. ·-· ,· . / _____,,,,, ' _..l _,. . . • ' -· ' . . ·,_ . •. ---. . ' • . . . -.. ·--·· .• -. _-.. . ------ -- I 1 1 I ) I I ~I I I I -~-· - I ,, I N:EWPORT • DUNES ~ ··----------G). -- --~ ---&~-~-=-----:-.. ---~---OJ Co --------- ---··----------------------....... -- plJBL\C PAR \NG-DAWN TO USK. (22'MIN. EA. SPACE 'Sf--15 -----{,.. --.:;:t- 0 ......... Ct) CONSTRUC.TION NOT!:S, • I. THIS PLAN IS FOR THE PURPOSE OF HORIZONTAL CONTROL (STAKING} OF CONSTRUCTION FEATURES NOT LOC.AT!:D BY THE CIVIL EN61NEERIN6 AND THE CONSTR.L/C,TION REFERENCE OF SIT!: CONSTRUCTION FEATURES DETAILED HEREIN. 2. REFER TO THE CIVIL EN<:INEERING, DRAJl'IINe FOR THE VERTICAL CONTROL OF ALL CONSTRUCTION FEATURES AND FOR TH!: HORIZONTAL CONTROL AND CONSTRIJC.TION REFERENCE OF FEATI.JRl=s NOT DETAILED HEREIN. 9. UTILITY LOCATIONS SHOINN FOR REFERENCE ONLY . REFER TO CIVIL ENG. PLAN. 4. RADIUS DIMENSIONS ARE SHOJl'IN Jl'IITH CENTER POINT AND /l'l!TH DIMENSIONS OUTSIDE OF RADIUS. R9•-on ~ 5. ALL M!:AND!:RIN<S, INALKJl'IAY FORMS SHALL BE REVIEl"ll:D Bi' THE LAND. ARCH. PRIOR TO CONCR!:TE POUR, UNEV!:N OR ABRUPT Jl'IALK ALIGNMENTS ARE UNACCEPTABLE. 6. ALL CALL OUTS AND DIMENSIONS SHOINN ONCE ARE TYPICAL PER SHEET. i. ALL DIMENSIONS ARE STAKED PERPENDICULAR OR PARALLEL TO REFERENC!:D FEATURE. e. ALL DIMENSIONS ARE FROM FACE OF CURB AND PROPER-rt LINE UHJ..ESS OTHERJl'IISE NOTED. "I. REFER TO THE !:LECT. EN51HEER PLANS FOR ALL ELECTRICAL Jl'IORK. 10. CONTRACTOR SHALL VERIFY ALL ASSUMED EXIST. FIN. GRD. ELEV. AND REPORT ALL DISCREPANCl!:S IMMEDIATELY TO THE: OINNER PRIOR TO PROC!:EDIN<S, /l'l!TH LANDSCAPE INSTALLATION II. CONTRACTOR SHALL AO.JUST ANY/ALL EXISTING UTILITY BOXES FLUSH INITH FINISH GRADE. REFER TO CIVIL EN61NEER'S PLANS FOR ALL FINISH <S,RADE ELEVATIONS. 12. CONTRACTOR SHALL INSTALL ALL SCORE JOINTS PER D!:TAIL AND PLANS. IS. CONTRACTOR SHALL PROV/DI:: STAKING, FOR CABLE FENCi:: LOCATIONS ALONG e:XISTIN,s, NATURAL 6LUFF BOUNDARY. ALL CA6LE FENCi:: STAK!:S SHALL BE STAKED AT S0'-0" o.c. 4 AT ALL MIDPOINTS, .BE<i;!NNIN<S, t END OF CURVES. ALSO THE TRACT BOUHOARY SHALL BE STAKED @ 100'-0" o.c. ALL STAKING, SHALL ee APPROVED BY OINNER/LANDSCAP!: ARCHITECT FRI.OR TO ANY /l'lORK. MAINTENANCE RESPONS/6/L.ITY, I. ALL AREAS ON THIS SHEET TO BE MAINTAIHEO 6Y CITY OF NEINPORT BEACH AFTER ACC.EPTANGE e,y THE CITY. PLANS PREPARED BY: 3242 HALI.AOAY, SUITE 203 SANTAANA.CA927n5 l.lCENSEf1384 (714) 557-5852 LANDESICN Pl.ANNING I.Alilll$CAPE ARCHITECTt/llE Ull!IAN DESIGN SYMBOL ~ ~ ' ...... ....... ' ' ~ BEGIN PARKING HERE. e SPACES -PUBLIC. PARKIN5. --- DESC.l't!PTION t>ETAIL. SHEET 0 BIK&lAY/ PU6L.IC. ACC.!'$S -SliSN. 'A.' A LC-<> © BAY Vlel'i LANDINe PAl'ik A LC-f> c>ISAEll..ED PAl<KINe -Sl<St-1 '6.' © BAY Viel'! t..AN1'1NG PAl<K MO~,',TIOt-1 5*6t-l -SI.St-I 'C.' (F\)LL SI SliSt-1 A/ COFP.NeR OF JAMBO~ $ PC!-1 , B LC-<> ® STI<aaT PAFP.KING SleNMe -SliSt-1 'c>.' LOCATIONS PEI< CITY OF A LC-f> . NEYll"OFP.T STFP.IPING FLAN NEFP.IFY>. © PARJ<.JNG C>IFP.l:C,TION.AL · ~~troiis6~"1t ~;,..,,"" A LC-e ~Olq -VEl".IFY IN Fll:Lc>). @ INTERFEAA TIVE Sl6NA<SE - 516N 1"' (COASTAL 5A6E SGFWB HABITAT AFP.EA) C LC-ll @ INTERFEAATIVE Sl6NA6E - $16t-l~' NC> l".ES'I\ TIONA~ C LC-ll 0 i<STFP.ICTEO ACCl:55 SIGN -S16N '6' A I .l..C-2' PARKIN6 MANA,:;,E:MeNT Sl6NA,:;E: NQTE:S: I. PARKING, TO SEl'tVE THE SENIOR HOUS!Ni; FACIL.ITY AT A 1.2 SPACE PER UNIT RATIO, 2. A MINIMUM OF 2 OESl$NATEO HANOICAF'FEO PARKIN<S> SPACES, AVAILA6LE Fl'tOM DA/l'lN TO DUSK, /l'llTHIN THE SENIOR HOUSING, PARKIN,; LOT TO SERVE THE Pl/BL.IC. 9. A MINIMUM OF ~ OFF-SITE PARK/Ne SPACES ALON<S> 6ACK 6AY DRIVE TO SERVE THE PASSIVE PARK. 4. Sl6NA<:E TO IDENTIFY AVAI.LA6LE PUB/..IC PARKIN<S- AHO APFLtcAeALE l'tESTRICTIONS. 9. STl't!PIN$ PER CITY OF Ne/l'lPORT BEACH. s.\¾-CONSTRUCTION PLAN PROJECT STATUS OWNl:R ISSUE: 214104 BJO ISSUE • 7/30/04 AGENCY ISSUE: 4121104 CONST. ISSUE DRAWN BY: CA CHECl<EO BY: GS DATE: V28/04 6ACK 6AY 01<.IVE PARKIN,; AND 61KE LANE STRIPING, FER CITY OF NE/l'lPORT 6EACH. SEPEAATE CONTRACT. ------ ENO PARKING HE~. e SPACES - PUSLIC. PARKING. ---- -- ----------- INDEX MAP ~ NOTTO"-'ll! LANDSCAPE PLAN CHECK NO LANDSCAPE PERMIT NO. . LC-28 SCALE 1" = 20' -0" 0 1 2 l11 I )etJ I l,____,,___---11 CITY OF NEWPORT BEACH BAY VIEW LANDING PARK LANDSCAPE DEVELOPMENT PLANS CITY OF NEWPORT BEACH. 'CALIFORNIA _ CITY OF NEWPORT BEACH PUBLIC WORKS DEPAR'tMl;NT • PRO.Ecr 00 C4aa1 4 !,tr.11 ~ co LU ::J cd CJ) ---' i g H (.) ~ ~ z 0 0 ·~ * \ ~ ; a ~ ~ ~ :'\; ' ~ ,ji; fr?.) ~ _,_,/, ~ ~ \:.jj/ ' . <tt: FEB O 3 2005 CON$TIWCTION NOTES, I; tHIS PLAN JS FOR THE FIJRPOSE OF HOl'<IZONTAL CONTROl (STAKIN<S) OF CONSTRUCTION Fc:ATIJF<ES NOT LOCATED BY THE CIVIL EN<SINEl::l'<IN<S AND THE.CONSTRUCTION l'<EFlal'<ENCE OF SITE . ¢0NSTFWCTION FEA11JF<eS DETAILED HERl::IN. \ •. 2; ~FER to THE CIVIL ENGINElal<.INe DRAWING 1"01'< •.. THE Vl::RTICAL CONTROL OF ALL CONSTIWCTION ~~~~t~.fi~ ~fg~gtg~~;\j~L NOT DETAILED HEF<EIN. ~:lir:l)..IT'!" l;OC,ATIONS SHOWN FOi'< l'<EFEl'<eNCE ONLY. ·''>f'<!=FER TOCIVIL ENIS. PLAN. • 4; RADIVS DIHENSIONS Al'<E SHOWN WITH CENTEI'< POINT • • AND w:,:~ENSIONS OUTSIDE OF RA\DIUS\.. . .\·: ~ 5, ALL MEANDERINe WALKWAY FOF<MS SHALL BE l'<EVIEWED BY THI;: LAND. Af'<CH. l"l'<IOR TO CONCRETE POUR, UNE;vEN OF< A61'<UPT WALK ALl<SNMENTS Al'<E UNACCEPTABLE. I!>, ALL CALL .OUTS AND DIMENSIONS SHOWN ONCE Al'<E • TYPICAL FER SHEET. 1. ALL DIMEN$10NS Al'<E STAKED PEl'<PENDICULAR OR . PARALLEL TO l'<EFEl'<ENCED FEA TUl'<E. b. ALL DIMENSIONS Af<E FROM FACE OF CU"'6 AND PROPERTY LINE UNLESS OTHERWISE NOTED. <I. l'<EFER TO THE ELECT. EN<SINEEI'< PLANS FOi'< ALL ELECTl'<ICAL WORK. 10. CONTRACTOI'< SHALL VERIFY ALL ASSUMED EXIST. FIN. eRD. ELEV. AND REPOl'<T ALL DISCl'<EPANCIES IMMEDIATELY TO THE OWNER PRIOR TO PROCEEDIN<S WITH LANDSCAPE INSTALLATION II. CONTAACTOR SHALL ADJUST ANY/ALL EXISTING UTILITY 60XES FLUSH WITH l"INISH GRADE. l'<EFER TO CIVIL EN<SINeER'S PLANS FOi'< ALL FINISH GRADE ELEVATIONS. 12. CONTRACTOR SHALL INSTALL ALL SCORE JOINTS PER . DETAIL AND PLANS. 1$. CONTRACTOR SHALL PROVIDE STAKING FOR CABLE FENCE LOCATIONS ALON$ EXISTIN<S NA11JRAL BLUFF SOUNDARY. ALL CA6LE FENCE STAKES SHALL BE STAKED AT 50'-0" o.e. $ AT ALL MIDPOINTS, BEGINNINIS $ END OF • CURVES. ALSO THE TRACT 60UNDARY SHALL 6E STAKED 0 100'-0" o.c. ALL STAKING SHALL BE APPROVED BY QWNER/LANDSCAPE Al'<CHITECT 1"1'<101'< TO ANY WORK. MAINTENANCE l'<ESPONSIBILITY, I. ALL Al'<EAS ON THIS SHEET TO BE MAINTAINED BY CITY ,OI" N&!P~T BEACH AFTER ACCEPTANCE BY THE CITY. EX[$TIN$ IMPROVEMENT$ AND CONSUL. TANT FEATURE REFERENCE LEeEND SYMl!lOL NO . DESCl<.IPTION SYMBOL NO lb 0 EXISTIN<S CURB AND/OR euTTER PER C.IVIL ENG. PLANS, VERIFY. "'°" B ~ ~0 EXISTIN<S CONCl'<ETE SIDEWALK AND/01<. COl<.NEF!.. AAN!" PEI'< CIVIL ENG. PLANS, VERIFY. . 0 EXISTIN<S DAAIN JNLET, BY OTHEl<.S, i . 1 TYPICAL. ' ~ ' '--.. 0 ~ O 0 . ~ G EXISTINIS STREl:T LleHT5 PEI<. CIVIL ENG. PLANS, .VERIFY. D @] .6 0 EXISTIN'9 Fll<.E HYDAANT, TYPICAL PEI<. CIVIL ENe. PLANS. --<AN-~ 0 0 EXISTING MANHOLE PER CIVIL ENelNEERS PLAN -s-[§] ~ ... El ~'.c:CA~~~~':'!j. CIVIL ... §I -o- ~~ 0 TYPICAL $LOPE PER CIVIL EN$. PLANS, VERIFY. -T-§I --El CONCRETE V-DITCH PEI<. _, .. ,,.....· --CIVIL ENGlNEEl'<S PLANS, VEl<.IFY. o0 ~ D §I TOP I TOE: OF SLOPE PER ---CIVIL ENISINEE:RS PLAN, VERIFY. ~ -+ --w-[I EXISTING Y'lATEI'< LINE PEI<. CIVIL EN6. PLANS. PROTECT-IN-PLACE, VERIFY D ~ = @] DRAIN PIPE UNDl::R 6IKEWAY PEI<. CIVIL EN$. PLAN$, VEF<.IFY. [] ~ @ DAYLIGHT LINE PER CIVIL -----.ENIS,.PLANS, VEF<.IFY. 0-. ~ ~ § DESCRIPTION STOl<.M DAAIN AND/01<. CHAMSEI<. PEI<. CIVIL ENe. PLANS, VEl<.IFY. EXISTING Pl<.OPEF<.TY LINE PER C.IVIL ENIS. PLAN (VERIFY) MOINTOF<.IN<S WELLS. LOCATIONS PEI<. CIVIL ENG. PLANS, TYP. (N.I.CJ PROPOSED WATER METER PEI<. CIVIL ENIS. PLANS, N.I.C . EXISTINIS CABLE LINE PER CIVIL ENIS. PLANS EXISTING SEY'll::R LINE P5R CIVIL ENG. PLANS EXISTING $AS LINE PEI<. CIVIL EN'9. PLANS / EXISTINIS TELEPHONE LINE PER CIVIL ENG. PLANS EXISTIN<S ELECTIRCAL f 'TELEPHONE UTILITIES PEI<. ELEC.. ENe. PLANS, N.I.C. TYPICAL FLOW LINE AT 1% MIN. PER fulVIL ENIS. PLANS UNLESS NOTED OTHl::RY'llSE) STORM DRAIN BICYCLE PROOF ISRATE PEI<. CIVIL ENG. PLANS, VERIFY. DRAINA<SE SYSTEM PER CIVIL CIVIL EN'9. PLANS, VERIFY. EXISTINe STREET Sl<SNA<SE PER CIVIL ENIS. PLANS, VERIFY. EXISTIN'9 AC 61KEY'lAY TO REMAIN. PROTECT IN PL.ACE. INDEX MAP 51.SNA.SE REFERENCE LE.SEND ~. CONSULTAN · C.K. STRUCTURAL ENGINEER C; K. ALLEN JR. S9G7 ROSEMARY PLACE COSTA MESA, CA -92627 TEI.: (949)548-7'-44 . FAX: (949)548-959-0 C,· I e:;1823 • SYMBOL ~ "'It. 2B ' ..... ..... ' ' ~ HRP LANDESIGN· EXPR,ESSLY RESERVES ITS COMMON LAW COPYRIGHT ANt) OTHER PROPERTY RIGHTS IN THESE-PLANS, -THE$£. PLANS AR£ NOT TO 8E REPRODUCED. CHANGED, OR COPIED_ JH ANY FORM OR b(ANHER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST O&TAIHING THE WRITTEN PERMISSION ANO CONSENT or HRP LANDESIGN. DESCl<.IPTION DETAIL SHEET 0 61KeHAY/ F'U6LiC ACCESS -&16N'A.' A LC--b © BAY VIEW LANDIN& PARK . ' D1SA61.Et:> PA!!KIN<' -s•eN '6.' A LC->!> 0 6AY VIEW I.ANDING PA!!K MO-TATION Sl<SN -Sl$1-t 'C.' 6 L.<--b © S'!REeT PAR.Kit-le SiOOAela -Sl<SN D.' LOCATIONS F'eR ~TY OF A LC--b NEHl"ORT STRif'it-le Pt.AN f'tiFY). © f'A!!Kit-le DiReCTIONAl. ~~res~ t;TY OF A LC-b NS'IPORT -Yl:RiFY iN FiELC>) .• @ IN'IERl'eRATiYE SISNASE. -s•eN 'F' (COASTAL SASE S<-l<U6 HABiTATA!sEA) C ® INTERF'ERATIYE SIGNASE -Sl<SN~'. Tl.AND C ReST TION AReA) @ FIESTRICTED AecESS Sl<SN -A Si$N'e' DATE: BY: DESCRIPTION OF REVISION: 12/14.< 0 \ \ \, ' "-\ \ \ 0 1'2. \ \ \ \ ' 0 \ \ \ \ 73 74 '"' _:;;..---75 LANDSCAPE CONSTRUCTION FEATURE Rl=FERENCE LE.SEND DESCRIPTION 0 6" THiCK SEEPED/ ROW.Et:> VEHICULAR INT. GOl..OR CONC. (Bi!<l=HAY). JOIN FI.IJSH TO ADJ EX!ST1N5 Fl-ATWORK.. ,£ .f @ TYPiCA1. S<-ORe JOINT PEI< DETAIL. t,_ 0 STONE VENEER LOvl SEAT v!ALL. 0 0 LITref< ReCEf'T ACLE C:J 0 BENCH • 0 ~ f"oliTH Sf'!.ONZE DEDICATION <!ft 0 DR.iNKit-!e FOUNTAiN @ • @) TRASH ReCEf'TACL.E APP'D. \ \ ' E LC-; 51:e SPECS ! : / ! / ! PLANS PREPARED BY: 3242 HAI.I.APAY, SUITE 203 SANTA ANA. CA 92705 UCENSEt1384 (714) 557-5852 7J I I NATURAL LANDFORM ARJ::A - LANDSCAPE CONSTRUCTION FEATURE REFERENCE LEiSEND SYMBOL NO. t:>ESCl<.IPTION QIJANTITY SHEET I@ <i> 60!!1.DER SiZE i -APPROXiMATEL. Y 2\a'xS' IS LC.-5 b LC.-4 es LC-6 @ ~ 60UI..DE!'< SIZE 2 -APPROXiMATEL.Y 5'x4'x2' b L.C-5 b 1..C-4 61 LC-6 @ <§> 60ULDER SiZE 5 -Af'FROXiMATELY 5'x5'x5' 5 LC-5 2 L.<,-4 ;4 LC-6 0 60\JI.DER SIZE 4 -AFFRoXiMATEl. Y 4'x5"x2' 20 L.<,-6 60ULDER SIZES-APPROXIMATE. Y S'x5'x4' 16 LC-6 60ULDE~ SIZe 6-APPROXIMATI:L Y 5'x5'x3' 2 LC--; H p CONSTRUCTION PLAN LAN DESIGN PLANNING LANDSCAPE ARCHITECTIJRE URBAN DESIGN PROJECT STATUS OWNER ISSUE 214/04 BID ISSUE 7/30/04 AGENCY ISSUE 4/'ZT/04 CONST. ISSUE DRAWN BY: CA. CHECKED BY: GS DATE: V28/04 \ \ \c-, \0 \ \ \ \ \ \ \ BQAD LANDSCAPE PLAN CHECK NO LANDSCAPE PERMIT NO. LC-3 SCALE 1" = 20'-0' 0: 1 •. ··W,WL' y CITY OF NEWPORT BEACH BAY VIEW LANDING PARK LANDSCAPE DEVSL,OPMENT PLANS CITY OF NEWPORT EIGACH. CALIFORNIA 2 l CITY OF NEWPORT ll~CH PUBLIC WORKS DEPARTMENT PRO,Eafl!O. C4881 5 OF 38 --, ( ' I ' u -CJ. CJ. - 2 C -I- C --a I- C/. 2 C C ...... ,- ::ft --C 2 Li C C <( ...... 1-u CJ. C -a: ...... ct: ::ft --CJ. > C 2 Li (!: <( --- \ \ \ \ "' "' \ ¾. ~ \ \\ \\ :2. TH FE A NOT . ERIN<SDl'i:AVI L OF C,QN TION HO NT AL C-ONTROL ERE OF FE:A11JRES S. UTILI ··• N FOR REFERENC-E ONLY. REFER . A OlrlN 1TH <:-ENTER POINT 0 IDE OF RADIUS. 5. ALL MEAND!;RIN REVl&l!:06YT POUR, l/Nl:VEN ORW~~lf"T ARE I.INACC,ePTAS . 6. ALL <:-ALL .OUTS A 01 TYPIC-AL PER SHEET. 1. ALL DIMENSIONS ARE T E:D PER E:NDIC-U PARALLEL TO REFE C, FEA a. ALL DIMENSIONS ARE ~~FACE a . CUR6 ND PROP):RTY LINE UNLESS\ RWISE N TED. 'I. REFER TQ THE ELE:C-T. ENGINEER PLANS FOR ALL ELECTRIC.AL HORI<. 10. C-ONTRAc-TOR SHALL VERIFY ALL ASSUMED 1:XIS . FIN. <SRD. ELEV. AND REPORT ALL DISCREPANCIES IMMEDIATELY TQ THE 9Y'INE:R PRIOR .TO PRQCE:EDIN<S HITH LANDSCAPE INSTALLATION II. <:,aNTRACTOR SHALL ADJUST ANY/ALL E:XISTIN<S UTILITY BOXES FLUSH WITH FINISH <SAADE. REFER TO CIVIL l:NelNf:ER'S PLANS FOR ALL FINISH GRADE ELEVATIONS, 1:2. CONTRACTOR SHALL INSTALL ALL SC.ORE JOINTS PER DETAIL AND PLANS. IS. <:,ONTR/1\CTOR SHALL PRC'VIDE STAKING. FOR CABLE FENCE LOCATIONS ALONG EXISTING NA11JRAL BLUFF BOUNDARY. ALL CASLE f=ENCE STAKES SHALL. BE STAKED AT 50'-0" o.c.. 4 AT ALL MIDPOINTS, BE01NNIN<S t END OF CURVES. ALSO THE TRACT BOUNDARY SHALL BE STAKED C 100'-0" o.G-. ALL STAKING SHALL BE APPROVED SY OY'INER/LANDSCAPE ARCHITECT PRIOR TO ANY Y'IORK. MAINTIENAN<:-E RESPQN516JLITY, I. ALL AREAS ON THIS SHEET TO 6E MAINTAINED SY CITY 'OF NEWPORT BEACH AFTER ACCEPTANCE SY THE CITY. INDEX MAP CONSULT AN . itlfucTURAL "' '1J. ENGINEER . C. K. ALLEN JR. ~gA ~~~RJ'A p~~f7 TEL: (9-49)548-7144 FAX: (949)548-9590 H~P lJ.NDESIGN EXl'RESSLY RESERVES ITS COMM:OH LAW COPYRIGHT AND OTHER. PROPERTY RIGHTS IN THESE PLANS. THESE PU.HS ARE NOT TO BE R£PRODUCED, tHANG£0, OR COPIED IN ANY FORM OR MANNER WHATSOEY£R; NOR A.RE THEY TO BE ASSlGttt:D TO A THIRD PARTY WITHOUT nm OBTAINING. THE WRITTEN PERMJSSION AND CONSENT or t¾RP LANDESIGN. • SEE MATCHLlNE LC-5 -' 0 LAN f=EA SGAFE C N5TF<.UCT.I REFER CE LEeE \ I ROLJ.El:;' AGGREe \ . ca~ CONCRElE • A Lc.-i \ '"===--b==-rF="'-'-9~1N~F~W'~·-•-W~.•·-H?~J-·~-·-~~T-+----"-t,,::::-; \ 1 j SC<~ JOINT F!=R DETAIL. B ',~ F l'•OTI-I BRONZE E D -' .""=4:._.~~~J.::.:,__:.:~----~~-+-see--jf..:---l) COASTAL BLU,, s RESTRICTE \ \ \ \ \ ----69 SCRUB c.c.ESS ----70--- 1 = '-0" 2 I 12/1 &_ REV!~ONSP!;RCtl""r'CftDFCkl eEAGtf PLANS PREPARED BY: 3242 HAll.AOAY, SUITE 203 SANTA ANA. CA 927115 LICENSE #IU4 (714) 557-5852 NEWP T UNES 0 \ \ EXISTING BLUFF LEFT NATURAL SleNAel:: REFERENCE LEeEND SYMBOL. DESCRIPTION • DETAIL SHEET ~ ' 25 30 ..... ' A © © © 0 Fl @ BIKEl'IAY/ F1!6LIC. AC.C.ESS - S.teN 'A.1 BAY VIEi'! LANDINe PARK DISASU:D PAf<.KIN6 -$16N '6.' BAY VIEi'! LANDIN$ PARK MOI-IJMENTATION S N • SleN 'C..' STRE NAeE • SleN 'D.' PER~Tl"OF NEl'IPORT LNI .. i='r'). P~IN<S ~eNAee Of' OC.ATIO NE~ORT IN Flf::LD). ·IN . Slell 'F' ( AeE SG-R!.16 HAElTAT INTERPERATIVE SleN'F~l'IETLA RESTO :rtoN A LC.-f> A LC.-e, 6 ·: LC::.,.$ A • Lq-e A • LC',& C, LC::.,.$ 0 ' i:,:.,.e, A Le.·& EXI5TINe IMPROVEMENTS AND • C.ON5ULTANT FEATURE F<.EFEF<.ENC.E<LEcpl::ND SYMBOL NO. ~ QJ 0 L..J 0 P-<> 8J /) m 0 0 ~ ... ., E] '{'~ 0 El §I II] = DESCRIPTION · EXISTINe CURB AND/,;ifi. ~ PER C'IVIL EN$. Pl.ANS, Vl=RIFY. • E:XISTIN<S CONCF<ETI: j!,IDl;i,v,,)..K . AND/OR CORNER RAMP F!ER C,IVIL ENG. PLANS, YE:RIFY. • E:XISTIN<S DRAIN INLET, BY QT!-leRS, iYPICAL. • • E:XISTINe STREET LleHW ~is, GTvlL ENe. PLANS, VERI.FY ... · •• • • • 1::xIsT1NG FIF<E HYDAAl-ir,'rfl>10Ali •• PER CIVIL ENS, PLAN$, . . · EXISTIN,S MANHOLE. 1"ER . CIVIL E:N<SINEER'S PLAl'I TYPICAL CONTOUR m c,b/lL ENS. PLANS, VERIFY.· iYPICAL SLOPE PER c1v1i:. ENG. PLANS, VERIFY. CONCRETE V-OITCH i=ER CIVIL E:N<Sl~'S PLAN5, Vi:1<.IFY; TOP I Tot: OF SLOPE; PER . . CIVIL E:NSINEER'S PLAN, VERIFY. EXISTINS Y'IATER LINE PER CIVJL f:Ne. PLANS. PROTECT-IN-PLACE, VERIFY IN PIPE: UNDER BIKEY'IAY PER. NG. PLANS, VERIFY. • • DAYLI PER CIVIL EN<S. PLANS, S'!"MeOL NO. DESCRIPTION 0 O 0 □ --<ATV- -s- -c- -,- D (i) □ -----+ D ID] °' jis· 1 · EXISTING PROFERiY LINE PER CIVU~ ENG. PLAN Nl:RIFY) 13 ~ §I !EB El §1 §1 MOINTORIN<S ·HELLS.; LOCATIONS PER. CIVIL !:Ne. PLANS; :,"l'P. (N.I.C) ~OSEP ~TE:R METEFt PER GIVIL ENe. l"J.:ANS, N,1.C, EXIST!N<S SE:HER\.INE PER CIVIL !:Ne. PLANS • l;:XISTlNe TELEPHOfle LINE: PER CIVIL l::Ne. PLANS EXIST!l'l;S ELEC TIJ¥Al. 4 TELEPHONE UTILITIES PER E:l.!:f(1, .. ~iq. PLANS, N.I .C. .5TOl<.M DRAIN BICYCLE F'l'!OOF GRATE !"ER CIVIL ENe. PLANS, VERIFY. 'OAAINAeE SYSTEM PER. CIVIL C,IVIL ENe. PLANS, V!:F<IFY. IN$ STREeT SleNAISE PER . PLANS, VERIFY. Y TO REMAIN. -----so 55 60 -------60 -~T.a_ ~ fit J'; 00 •L ~11 •, 0d!) ~ • .,.;;#",, • •• ~,... @) 0 '· ~ • _lf"F.,..so'=? LL SC.AF ------ XIMATEL SIZE ,. APPROXIMATELY SEE MATCHLINE LC-3 HP LAN. ESIGN PLANNING LANDSCAPE ARCHTTECllJRE URllAN DESIGN CONSTRUCTION PLAN PROJECT STATUS OWNER ISSUE 214/04 BID ISSUE 7/30/04 AGENCY ISSUE 4/ZT/04 CONST. ISSUE DRAWN BY: CA CHECKED BY: GS DATE: 1/28/04 LANDSCAPE PLAN CHECK NO LANDSCAPE PERMIT NO. LC-4 --- CITY OF NEWPORT BEACH BAY VIEW LANDING PARK LANDSCAPE DEVELOPMENT PLANS CITY OF NEWPORT BEACH, CALIFORNIA C\I I 0 _J w z ::J I 0 ~ ~ w w CJ) CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PRO.&cT NO. C4881 Q OF 38 :c \) < Ill It ~ ( t w z ( IL I) \ - t: , < \) c ""'" 0 ......... ,.._, ,-- ......... 0) LL --u: u: -z C -I- C --a: 1-u: z C C ---' C z LL C C <( ........ I-LL er., C -a: ........ Ct'; ~ -<( ~ -~ cc --er., >-c z LL C: <( \ \ SCALE 0 1 bl;!l)!liiJ \ \ \ \ Jc\ "?\ EXISTING, IMF'F<.OVEMENTS AND CONSULT ANT FEA TUF<.E F<.EFEF<.ENCE LEc;;ENP SYMSOL NO. ie "<)\ '-- .DESCRIPTION l=XISTINIS CURB AND/OR ISI./TTER PER C.IVIL ENIS. PLANS, VERIFY. EXISTIN$ CONC::.RETE SfDS'IAL.K AND/OR CORNEl't AAMP Pl:R c::.JVIL ENIS. PLANS, VERIFY. EXISTINIS DRAIN INLET, BY OTHERS, TI'PICAL. • EXISTINIS STREET LIISHTS PER CIVIL ENIS. PLANS, VERIFY. EXISTINIS FIRE HYDRANT, TYPICAL PEI<. CIVIL ENIS. PLANS. • EXISTINIS MANHOLE PER CIVIL ENISlNEEI<:'$ PLAN TYPICAL CONTOUR PER CIVIL EN<S. FLANS, VERIFY. rrPfCAL SLOPE PER CIVIL EN<S. PLANS, VERIFY. CONCRETE V-DITCH PER CIVIL EN<SINEER.'$ FLANS, VERIFY. OP I TOE OF SLOPE PER IVIL EN<SINEER'$ PLAN, VERIFY. STIN$ l'¼TER LINE PER CIVIL l:N$. NS. PROTECT-IN~PLACE, VERIFY PIPE UNDER BIKEY'IAY PER Ni!,. PLANS, VERIFY. DAY I HT LINE PER CIVIL EN$. I. NS, VERIFY. NE " SYMBOi. NO. DESCRIPTION El STORM DRAIN AND/OR CHAMBER PER CIVIL l:NIS. PLANS, VERIFY. ' ~ EXISTINIS PROPERTY LIN!: ' "' PER CIVIL l:NIS., PLAN (VERIFY) 0 ~ MOINTORIN$ 1'111:LLS. LOC:ATIONS O 0 PER CIVIL ENIS. PLANS, t,'P. (N.I.C) □ El PROPOSED l'lATER METER Pl:R CIVIL EN5>, PLANS, N.I.C. -0.TV-~ EXISTING CABLE LINE ~ CIVIL l:N<S. PLANS -s-~ EXISTING SE!'lER LINE PER CIVIL ENG. PLANS § EXISTINIS GAS LINE PER -,-CIVIL l:N<S. PLANS -T-el EXISTING TELEPHONE LINE FER CIVIL ENIS. PLANS □CD ~ EXISTING ELECTIRCAL 4 TELEPHONE D UTILITIES PER l=Lec. ENG. FLANS, N.I.C. § TI'PfCAL FI.Ol'l LINE AT 1% MIN. PER -+ ~VIL ENIS. PLANS E) ESS NOTED OTHER.YilS D el STORM DRAIN BICYCLE PROOF <SR.ATE PER CIVIL ENIS, FLANS, VERIFY. [!JI ~ DRAINAISE SYSTEM PER CIVIL CIVIL ENIS .. FLANS, VERIFY. °' ~ EXISTINIS STREET SIGNAIS!:: PER CIVIL ENIS. FL.ANS, VERlr'(. CONSTI'WCTION NOTES, I. THIS FLAN IS !"OR THE PI.IRP05E OF HORIZONTAi. CONTROL (STAKING>) OF CONSTRUCTION FEATI.IRES NOT LOCATED BY THE CIVIL l:NG>INEERIN<S ANO THE CONSTRUCTION REFERENCE OF SITE CONSTRUCTION Ff:ATURES DETAILED HEREIN. 2. REFER TO THE CIVIL EN51NEERINIS DRAY'llN5 FOR THE VEl'tTICAL CONTROL OF ALL CONSTI'WCTION FEAT1.IRE5 AND FOR THE HORIZONTAL CONTROi.. AND C.ONSTRUC.TION REf'ERENc.E OP FEATI.IRES NOT DETAILED HEREIN. S. UTILITY LOCATIONS SHOY'lN FOR RErERENC.E ONL 'T". REFER TO CIVIL EN5. PLAN. 4. RADIUS DIMENSIONS ARl: SHOJl'!N Y'llTH CENTER POINT AND Y'llTH DIMENSIONS OUTSIDE OP RADIUS. RS,•-ou ~ ,IJ,-,,.,. ING Y'W-Kl'IAY FORMS'~l-lALL BE Y THE LANO. ARCH. PRIOR TO CONCRETE N OR A6RIJPT Y'lALK ALIGNMENTS CCEPTABLE, L OUTS AND DIMENSIONS SHOY'lN ONCE ARE "AIC~ PER SHEET. MENSIONS ARE STAKED PERPENDICULAR OR LEL TO Rl:FERENCeD FEATI.IRE. =::cr;..;IMENSIONS ARE FROM FACE OP CURB AND . . RT'( LINe UNLESS OTHeRl'IISE NOTeD. THE ELECT. f:NGINEER PLANS FOR TRICAL l'IORK. 10. CONITR.i/i;G.il"CR SHALL VER.IN ALL AS51JMED EXIST. FIN, GRD. . AND REPORT ALL OISC.REPANCIES IMMEDIATE!.. THE Ol'!Nf:R PRIOR TO PROCEf:DING l'lfTH l..ANOSCA STALLATION II. CONTRACTOR SH L JUST ANY/ALL EXISTIN6 UTILITY BOXES FLIJ'~Y'iITH rlNfSH ISRAPE. REFER TO CIVIL f:NGINEeR'S ~IN!? FOR ALL FINISH 6RADE ELEVATIONS. NTRACTOR SHALL IN5TAL IL ANO PL.ANS. L s,c:oR.E JOINTS PER " " C.TOR SHALL PROVIDE ST . G FOR CABLE Ff:NCE ~ ALONG EXISTING NATU UFr= eoUNDARY. " ALL CAB~<:'ENce STAKES SHALL ee ED AT so·--¢. •~o,c,. ' T ALL MfDP/4:,'l~TS. Bf:GINNI END Or _, CURVES. AL -,,.~ =TRAC. T f:W)JNDARY SHAL STAKED @ 100'-0" o.c. r, TA!;ING !Si'l'~A· J.. BE APPRO • BY OY'lNER/LANDSyA. CHITECT . OR TO ANY J/'4QRJ;;. INTENANCE Ri§poN ITY, ' )' ~AS Qli THIS SHE BE MAINTAINED BY C.I Y'IPORT-11,~H AFTE f:PTANCE BY THE CITY. ·* ' "<5' + '- ..._..._ ., '- ----:.. " " " ·" '-.... ~ '- ~ '- 0-. ::--:._ "' ~ ~ -Il-'rt ~ 0 ~ % / ,/ SYMBOL Dl:SCRIFTION Df::TAIL SHEE:T 0 llll<Ef"IAY/ PUeL.IC. ACCJ::55 -Sl6N'A.' I'::\ BAY VIEi"! L.AN!:>lr-1'7 PA~ '-;:) DISAB!.ED PARKIN<, -Sl6N '6.' IN& 5i6NA<$ - A A B IONS P!:R CliY of' A PLAN (VERIPr'J. A LC-fl So EW---· DUN SEE MATCHl .. lNE THIS SHEET LANDSC.APE C.ONSTRIJC.TION !"EA TIJRE REl"ERENC.E LE6END SYMBOL NO Pl:SCRIFTION DETAIL 5Heet ~,::O 0 e,• THICK SEEDED/ RaUJao ~ATE Ya-lfetJLAR INT. ,:,OLOR ~. A LC-'! (Bll':l;l"IAYJ. JOIN Ff.U5H TO AJ:>JACEN"t • EXISTIN6 l'L.A • • i @ iYFICAL 5"0RI: JolNT PER DETAIL. B LC-.1 ~ 0 STONE Yf::NEER LOl'I SEAT l"IALL. E LC-'1'' $ G LITTER ~c,ef'TACL.f:: ~s © ' LC-i ~ 6"-fl" Hl6H C.Al;ll.E RAIL. FENCE " ' • © ROCK BOULDER MASSIN<Si D ~ 't -~ {{) 0::::: ..:; d) (\) If) .. C: (\) 0 ..... _o 0.. D ........ 1--w Cf) Cl -ca FEB O 3 2T}GS f --- ---- 2 ;,-----~ --- \ , \ \ \ l I I \ \ \ \ --- \ \ \ \ \ \ \ --------- ~ -" __ ; --- ------------- 6>----. 8•>-----' ----------65 ~ ~ 5 ,__., --------------------- NATURAL LANDFORM AREA - 45 ---- LANDSCAPE CONSTRUCTION FEATURE REFERENCE LEGEND SYMBOL NO. DESCRIPTION QUANTITY SHEET 0 15 LC-5 @ BOULDER 51ZE I -APPROXIMATELY 2'x2'x5' 8 LC-4 85 LC-6 . @ 0 8 LC-5 BOULDER 51ZE 2 -APPROXIMATELY 5'x4'x2' 8 LC-4 61 LC-6 0 5 LC-5 @ BOULDER 5IZE 5 -APPROXIMATELY 3'x3'x3' 2 LC-4 14 LC-6 ' ® 0 BOULDER 5IZE 4 -APPROXIMATELY 4'x5'x2' 20 LC-6 ~ w BOULDER 51ZE 5-APPROXIMATELY 5'xS'x4' 16 LC-6 & ~ BOULDER 5IZE 6-APPROXIMATELY 5'x5'x3' 2 LC-6 ~ ~ TYP. BOULDER MA551NG. BOULDERS TO BE D LC-1 BURIED HALF WAY INTO FINISH GRADE "" ~ 5MALL RIVER COBBLE/PEBBLE FILL ALONG 5EE COUR5E OF NATURAL DRAINAGE 5WALE 5PEC5 --- SCALE 1• = 10' -0" 0 1 2 l11diiu I INDEX MAP 2B w ::) Cl) Cl) -z 0 -l-o ::) a: I- C/) z 0 () ........ -r- ::ff:: ~ ::) 0 z w 0 0 <( -........ 1--w Cl) 0 -co CD ADJACENT HARDSCAPE PROVIDE COLD JOINT, SEE CONSTRUCTION AND CIVIL ENG. PLANS. @APPLY 1/2" RADIUS NOSE ALL EXPOSED EDGES CONT. TYP. @) 6" THICK INT. COLOR CONG. FL TY'lK. !Al/ SEEDED AGGREGATE $ ROLLED FINISH PER SPECIFICATIONS AND APPROVED MOCK-UP SAMPLE. 2500 P.S.I. @ 28 DAYS(@ BIKEWAY). @JOINTS PER CONST. PLAN AND PER TYP. "JOINTS DETAIL". @ COMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT. @NOT USED, PER CITY OF NEWPORT BEACH. SEE NOTE BELOH. G) 6" AGGREGATE BASE MATERIAL REFER TO STRUCTURAL SOILS REPORT. NOTE: I. PROVIDE EXPAN$ION JOINTS AT MAX. 20'-0" O.C. AND INTERMEDIATE SCORE JOINTS AT 10'-0" ON CENTER MAX. ALL OTHER JOINTS REFER TO CONST. PLANS. FELT EXPANSION JOINT (F.E.J.) CONTROL/SCORE JOINT (S.J.) l'l /:: COLD .JOINT (C,JJ r----------{4 r--------{ 5 2. PAVEMENT SHALL BE 6" THICK AND UNDERLAIN BY 6" OF AGGREGATE BASE MATERIALS REFER TO STRUCTURAL SOILS REPORT. ,-----{1 3. REFER TO THE GEOTECHNICAL STRUCTURAL SOILS REPORT FOR SUB-GRADE/ BASE PREP. PROVIDE I ? LBS. CFP FIBER BY FORTA CORP. PER CU. YD. CONC. IN ALL FLATHORK. SECTION -0-• o . b_- EXPANSION JOINT (E.J.) SCALE: 1"=1'-0" CITY OF NEWPORT BEACH REQUIREMENT: CITY OF NEWPORT BEACH REQUIREMENT: SECTION SCALE:l"=l',-0" THE CONCRETE BIKE TRAIL SHALL BE 560-C-3250 TYPE FIVE, WITH A 4 INCH SLUMP, PER THE CITY OF NEWPORT BEACH STANDARDS FOR SIDEWALK THE CONCRETE BIKE TRAIL SHALL BE 560-C-3250 TYPE FIVE, WITH A 4 INCH SLUMP, PER THE CITY OF NEWPORT BEACH STANDARDS FOR SIDEWALK AND CURB/GUTTER. AND CURB/GUTTER. 6 11 THICK VEHICULAR CONC. FLAT~ORK B TYPICAL. JOINTS NOTES, 1. CONTRACTOR SHALL Bi=.~sPONSIBLE FOR oBTAININe THE BOULD_ER5 SHOv-lN, INCLUDING, EXCAVATION, CRANE OPEF<ATtON, TRAN5PORT AND PLACEMENT. 2. ALL BOULDER INSTALLATION SHALL BE DONE UNDER THE DIRECTION OF OWNER AND LANDSCAPE ARCHITECT. 5. CONTRACTOF< SHALL RE.VleW ALL EXl5TIN5 SITE CONDITIONS • AND BOULDERS TO BE PLACED AND BE RE5PONSIBLE FOR ALL EGIUIPMENT AND LAl30F/. REGIUIRED TO PERFORM THE COMPLETE INSTALLATION WORK, AS SHOWN. CONTRACTOR 5HALL TAKE SPECIAL PRECAUTION TO PROTECT ALL ADJOININ<S EXISTINe ST1'1.UC77.IRES AND !Mf'ROVEM!:NT5. ANY DAMA6f:, REPAIR OR REPLACEMENT COSTS RE.<xUIRED RE5UL TINS FROM THIS SCOPE Of' WORK SHALL BE THE ~SPONSIBILl1Y Of' THE • CONTRACTOR. CD BOULDER,. SEE Lc~e. • BOULDER LEiSEND FOR NUMBER SIZE AND LOCATION. @FINISH GRADE/ SLQPE • @) SUBGF;,ADE TO BE COMP AC TED PER STRUCTURAL SOtLS REPORT. tQ +I tQ N +! \:·J.-~-~ VARIES S.EE LEGEND m ...... ~r ell • ' ' ~\ . . BOULDER DETAtlL N.T, . · XBLDR CD BOULDER TO BE PLACED PER DETAIL 'D', SHEET LC.-1 AND PLACED PER CITY OF NEV'IPORT BEACH @BRONZE PLAQUE PROVIDED.BY • THE GITY OF NEV'IPORT BEACH @) BOULDER TO BE DRILLED TO REGIEVE PLAQUE. PLAGIIJE TO BE RECESSED INTO BOULDER AND SET IN PLAGE V'IITH COVERT • OPERATIONS BRAND EPOXY IC.BO 484b. , ; @ ADJACENT PAVING PER DETAiL 'A', SHEET LC.-1. • · ® FELT EXPANSION JOINT TYP. @ COMPACTED SUSGR.ADE PER CIVIL ENGINEEF!. PLAN SECTION SCALE, 5/4"= l'-0" CD JOINT SEALANT (2) 7" SAV'l-CUT JOINT I ?" DEEP. REFER TO PLANS AND NOTES. @ 3/8" TOOLED RADIUS, TYP. @NOT USED, PER CITY OF NEHPORT BEACH. SEE NOTE BELOV'l. @#3 BAR X 2'-0" LONG @ 1'-6'' O.C. @BURKE 'KEY-KOLD' OR EQUAL (2)#5 BAR x 2'-0"@ l'-6" O.C. GREASE AND HRAP ONE END IN EXPANSION JOINT (E.J.) @ 1/2" THICK ASPHAL TIC FELT @COMPACTED SUBGRADE PER STRUCTURAL SOILS REPORT. TYP. @ADJACENT HARDSCAPE FEATURE • @SANDED CAULK JOINT NOTE, I. CONCRETE THICKNESS, STRENGTH, COLOR, FIN. AND REINFORCEMENT PER CONST. PLAN, NOTES $ DETAILS. 2. JOINT LOC,. PER CONST. PLAN, DETAILS AND STRUCT. SOILS REPORT PROVIDE I ? LBS. CFP FIBER BY FORTA CORP. PER CU. YD. CONG. IN ALL FLATHORK. NOTE, I. POUR CONC. FTG. A6AINST FIRM UNDISTURBED SOIL OR PROPERLY RECOMPAC TED FILL PER • STRUCTURAL SOILS REPORT. 2. GROUT FILL ALL BLOCKS SOLID. 5. ALL BLOCKS SHALL BE U N,1p...~y!!>!J2 E 4. INSTA L DJ INING CONG. WA K "PRIOR" TO STONE VENEER V'IORK (STONE TO SIT "ATOP" CONCRETE). 2'-0" -d) I l'() () I -N SEGTION - CD 12 GA. GAL V. HIRE CLAMPED OFF @ EA. SIDE OF POST @ EVERY OTHER POST (12'-0" O.C.) HITH CABLE CLAMPS. ------,---<2 @ 2" SQ. 12 GA. TUB. STL. POSTS @ 6'-0" O.C. AND EA. CHANGE IN DIRECTION WI SQ. END CAP DRILL INTERMEDIATE POSTS TO RECEIVE HIRE. 6'-0" MAX. @ ?" RAD. x ?" 4' HALF CIRCLE AT END POST. HELD TO POST, EQUALLY SPACED. ~ -'k--+a-------7"'-----tl 3 @ TURN BUCKLE #2640 STANLEY OR EQUAL AT EACH END. ~ ---,<------++--<4 @ CONG. FTG. APPLY I" CROHN TYP. 2500 PSI@ 28 DAYS. . @ 12" GA. GAV. HIRE CLAMPED OFF --------+-J---<5 @ EA. SIDE OF POST AND @ END - '<l1~-'k-+-b<~-..,L---------<l POSTS, CHANGE IN DIRECTION $ FOR EVERY 15' OF BARRIER RAIL FENCE. TURN BUCKLE@ EA. END. . - - - - - . o. I I ~I I I .o f5. ,WI 1111111 Jll,' ,WI I I! . ,. ·" c,· o· z X. 12 0 . o. . . •. Q ~ ;, k 1'-0" k 'I DIA. 'I TYP. ELEVATION SCALE 5/4" = l'-0" CD 24" W x 24" L +/-x 6" THK. CUSTOM PREGAST GONCRETE RADIUS SEATWALL GAP W/ CHAl'-'IFERED EDGES ON ALL SIDES (R=8'-0"). STANDARD .SLOSS SEALER. GOLOR TO BE 'C,5 LATTE,' FINISH TEXTURE 'Ti AC.ID ETCH.' ANCHOR CAP PER MANIJF. RECOMl'-'IENDATION. C,ONTAGT BRIAN .SOTZ AT GIIJIGK- C,RETE (114) 50"1-656'4.' @ STONE VENEER -'OAKRIDGE MOUNTAIN LED.SE' BY ELDORADO. @) 8"x8"xl6" PRECISION CONC. BLOCK GROUT FILL ALL CELLS. @ 2-#4 REBAR CONT. EA. WAY @ #4 VERT. BARS @ 16" O.C. MAX .• CENTERE.D IN .BLOCK BEND IN FTG. AS INDICATED. @ FINISH GRADE PER CIVIL ENG. PLANS • . G) COMPACTED SUB-GRADE PER STRUCTURAL SOILS REPORT. @ CONG. FTG. SHALL ACHIEVE 2500 P.S.I. ® 28 DAYS @ #B HAIR PIN TIES @ 16" O.C. @5-#4 REBAR CONT. @ #4 REBAR @ 16" O.G. @coLD JOINT NOTE:$, I. ALL HELDS SHALL BE 1/8" FILLET WELD ALL AROUND. GRIND ALL WELDS SMOOTH. 2. PAINT ALL METAL MEMBERS WITH ONE ZINC COAT PRIMER $ TWO COATS ENAMEL PRIOR TO INST ALLIN& Y'llRE, SEE SPECS. 3. POUR CONG. FTG. AGAINST FIRM UNDISTURBED SOIL OR PROPER!.. Y RECOMPACTED FILL PER STRUCTURAL SOILS REPORT. I I SCALE, 5/4"=I'-0" (@ ADJACENT PAVING 4 F .STONE VENEER LOW _SEAT viALL • CONS'ULTAN ----~~ . itlfucruRAL -<>· >!flGl_ .... _N.~ .. e .. ~R. . No. tsn V. ,....,_..., _· •. ElCp. .... ··. ' ... -,·· HRP-i.AffDtSIGN EXPRESSLY RESERVES ITS COMMON •• i.AW COP,YRJGHT .AND OTHER. P~Pt:RT)' .RICHTS IN n!Esr··puijS: '.fHESt "-P:l,ANS, ARE "NOT TO 8£ Rt,RODUC:ED, ·CHANGED, ·o~ .CO,:liED IN ANY· FORM Oif MAHN£R;-'WHATS_O~t-R.-~OR· 'AA-E. THE:'( TO BE ASSfCH!Q. ·T() A tHfRD .. PART'(. ·-wmteur nRST ·o&TAtHIN(';: THE WRITTEN" PERMISSION AND· CONSl!:NT Ot HJ!l' U.HDESIGN. 'IIM/04 LC> UPtC> l'IEV!$!0N5 . 3242.Hl,UADAY, SUITE 203 ~~~i:iA 92705 (714) 557-5852 ALL CONCRETE IN CONTACT WITH SOIL TO BE MIN-4\;~J'~ PSI @ 28 DAYS. CEMENT TO BE TYPE V WITH MAX. WATER-CEMENT RATIO = 0.50. MAX SLUMP TO BE 5," CONT. SPECIAL fNSP. NOT REQUIRED, 2,500 PSI DESIGN: CONST J I ~ \. t.ANDSC,APE GC>NSTRIJC, TION FEATURE REFERENCE LE.SEND 5YMeoL NO. Dl:SCRIPTION ~ 0 6" THICK SEEC>ED/ l<OLLED AOOREGATE Yl:HICU!.AR INT. COLOR CONCReTE $1~"1'). JOIN Fl.1.16H TO ADJACENT EXISTIH-$ FLA"IWO!sK. I (3) TY'PICAL. $CORE JOINT PER DETAIL. @,,, 0 STONE ~ LON SEAT l'W.L. 0 0 LITicR f<ECEFT AGLE -0 :3'-&" HIGH CASL.E AAIL FENCE; ~ "' e,, ROCK eotJU)ER MASSINS 0 V . - ' . -V -CJ SENCH • • © SOULDER WITH BRONZE DEDICATION Fl.AGUE <' © DRINKINS FOUNTAIN ~ r,;,.;, A A..../ -J- 5I.SNAeE REFERENCE LEGEND DETAIL 51-lEET A ~C-1. e LC-"! F LC•1 SEE SFECS C LC-"! D LC-6 - SEE - SFECS E LC-"! c:> LC-& = SFECS DESCRIPTION DETAIL SHEET ~ 0 SIKENA"I'/ Ml.IC ACCESS -A LC-& S11$N 'A.' ~ 0 BA"!' Vl!ai'I LAN!:>INe· P- DISAel.l;D P-JH,$ -SIGN 'B.' A • LC-& ' 0 SA"!' VIEi'! LAND11-16 -PARK MONJMeN"l"ATION 5113N • SI.SN 'C.' e LC-& ...... @) STREET PAl<K1"'5 51'5NA6E. -. SI.SN t>.' LOCATIONS PE..: ~rr-· OF NEl"IPORT &TftlPJNe Pt.AN IF'"T'f • A L~ ...... © p~=~ 5'~,sTiT)i.)'W-• OCATIONS FER CIT"!' OF ORT -VERIFY IN FIELD). A LC-~- '-@ JNTERFEAATIVE! Sl'5NAeE - . SIGN 'F' (COAS%AL. SAeE SCRl!S HASITAT Ai.Ea C LC-& ....... @ ~l'tlE:Fii.P1;k,oi.TIVE SleMAee - SI.SN~' AND RES'I' :rJON~ C LC-& 0 l<ESTl'tlCTED AecES:S SIGN • ·A Le-& ~ SleN. 'Si' NATURAL LANDFORM AREA -LANDSCAPE GONSTRUC.TION FEATURE REFERENCE LE.SEND 5YMJ:lOL NO. Dl:SCRIPTION GIJAITTIT"T' SHeET 0 15 L.C-!I ® eotJU)ER Size I -APl'ROXIMATE!. Y 2'><2'x!I' & LG-4 s, .I.C-6· @ ~ ~ u:,-, SOULDER SIZE 2 • APPROXIMATEL "I' !lx4'><2' & ·1.G-4 (>J ' . I.C-6 @ ~ 5-LC-:3 BOULDER SIZE 6 -APF'ROXIMA1EL Y 6'x5~' • 2 . Lc-4 14 • LC-6. @ 0 SOIJLDl:R SIZE 4 -AFPl'(OXIMATEL "I' 4'x5'x2' 20 LC-6 ~ ~ eout.t>ER SiZE 5• APPROXIMATE!. "I' 5o'x5x4' I(> Lc-6 fY ~ SOIJLOER Size e,.. AFPi'(OXIMATEL 'I' 5'x5'x!I' 2 LC-6 ~ T\"'P; SOUi.DER MASSINS. BOVLc:>ER5 TC ee • • _ ei.,,,.IED t/ALF NA"!' INTO FINISH eAADI: D LC-"! AU.RIVcRcoeeL LE Fll.L AL.OH-$ se OF • SPeCS ·I"= 10'. I () 0 'FEB O 3 2005 LL --Cf. Cf. - 2 C -I- C --a: 1-u: 2 C C --C 2 LL C C <( ......._ I-LL Cf. C -a: - __ _.....,.... ......... .._._..,.... ___________ -____________ ,:_ _ ____. _______ ,--_________ ,:_ _____________________ ...:....,_---,-,,__ _________ .....,._...,... ___ -________________________________ ...,.....,~ Nares,.·. M01'EL. IN1?:~FReTIVE: Sfi!N OU'l"L.1Ni:; --. • ($~-A,l._$_0,-_PET_AJt,;,'G,' THIS SHCET) I. JI. m. IV. V. • BAYVIEW APARTMENTS INTERPRETIVE SIGNOUTLll'1E. Park Restoration Definition and Oveiview Coastal Sage Scrub • a. Descriptlon/Def'mition i. Typical Flora Present ii. DroughtToierance b. Wildlife Usage • c. California Gnatcatcher d. Statistics • i.-Historical_ Distribution/Acreage ii. CurrentDistribution/ Acreage iii.. Threats Wetlands a. Descriptiq~t,njtioit . i. Typical Flota ii. Adaptations to Long Periods of Saturation b. Functions i. Wildlife Habitat ii. WaterQuality iii. ~~erzy Dissipation iv. Grouridw~ter modulation c. Wildlife Usage d. Statistics i. Historical Distribution/ Acreage ii. Current Distribution/Acreage iii, . Threats Native Grassland a. Description/Definition i. Typical Flora ii. Adaptations to Grazing and Drought ' b. Wildlife Usage c. Statistica i. Historical Distribution/ Acreage ii, Current Distribution/ Acreage iii. Threats \V ater Quality a. Why Protect Water Quality? i. Protect Wildlife ii. Protect Human Health I. Drinking Water 2. Recreational Uses b. Strategies Implemented by this Project to Protect Water Quality i. -Integrated Pest Manangement ii. Storm Water Filtration PER CAL TRANS ·SIGN R44A r 1~ <fl If) z ltl <fl ~ g $ ' ! i I i <( : <( ~ -:i. I ~ 0 ~ ;i: <fl II( \l) \l) ~· I I ~· ~ .:..J :H • llJ <{ <fl 8 PUllt.lC Ill It VZ ACGESS ll!'. <( -"PARK It ~~ il NAME" ~ ~ it lU z z IL IL () 1 () C: C: 0 I.) oc O! t ~ I-'r I IJ) \I) lU lU I I 1 • r~ , f: C) ~ I C) I I f-1 . . .. .,,. ('j 1 I: iii. Preservation of Open Space c. What You Can Do 1. Dispose of household waste properly 11. Use fertilizers sparingly • 111. Irrigate lawna properly ~. DIA. (A\ . TYP. SIGNVy ::, N ELEVATION SC.ALE, 1/2"=1'-0" 1v. Clean up after pets v. Sweep Driveways and Sidewalks vi. Use the Local Car Wash 2 ELEVATION --------SCALE:5/4"::: 1 '-0" () . ~ ' .. ii) a . 151-----~~~ ~; () _, "'8" X 6" X 16" PRECISION CONG. BLOCK @ B" WIDE, PLANT-ON FOAM PIECE NOTES, \Y MONUMENT Y'!ALL (GROUT FILL ALL / " I. FINAL Sl6N CONF16UR.ATION AND PARK C.l;LLS SOLID). 2 I 2 FROM SIGN FACE, EA. SIDE NAME PER CITY OF NEHPOR.T BEACH (COLOR TO MATCH SIGN BASE). AND CITY SPECIFICATIONS. @ ~~G;'ul'.'.i~AJ-r$~J)0~1~~~Zi~~:cf~~a\~~C.A @ #4 REBAR® 16" o.c. :l. g~~gJ0:C,J'?_!~~~2"A~~rr~z~ritfP FINfSH (BOTH. SIDES OF WALL), PER APPROVED @ B _ #5 HORIZ BARS CONT IN REVIEH PRIOR. TO FABRICATION. (HALL . SHOP DRAWING_ AND CITY OF NEWPORT BEACH. 'A'ALL AS SHo· 'A'N. • CAP, LETTERS, Loeo a POURED IN PLACE @ •• •• ~-~~ 0 SCULPTED WOODEN SAILS WITH eaLD @ 5. COLOR. SAMPLE/ MOCK-UP TO SE PAINTED FINISH (BOTH SIDES OF WALL) II PLASTER FINISH (COLOR $ FINISH APPROVED BY LANDSCAPE ARCHITECT PER APPROVED SHOP DRAWING ' TO MATCH CITY HALL SIGN). PRIOR. TO FABRICATION. ·AND CITY OF NEWPORT BEACH. K,:,\12 #"'VERT.BARS,.,, .1~-" o_,,._ • 4. POUR. CONC. FOOTINe AeAINST FIRM· \eSI "' "" <-' '-' UNDIS11JR.SED SOIL OR PR.OFER.I.. Y (±) RAISED C.IT'I"' OF NEV'IPORT BEACH SEAL, ALT. BENDS IN FTe. AS SHOWN RECOMPACTED FILL PER STRUC11JR.AL FeR CITY STANDARDS. . (@8 -;14 coNT. As SHOWN s. ~+T~~IA6E OF s1eN To BE PAINTED w ® SIGN BASE -NATURAL GREY CONC., PAINT f.r C.ONC.. 3000 PSI MIN.'AT 28 DAYS. ANTl-eR.Al"l"ITI coATINe PER CITY STANOARDS EXPOSED CONG. TO MATCH C.ITY HALL SIGN. I('.:!) ' r7-:'I FINISH GRADE PER CIVIL ENG (@ I" RADIUS EDGES. SLOPE TOP OF '-V ' • LEDGE TO DRAIN AV'lAY. Q) COMPACTED SUBGRADE (@ #3 STIRRUPS® 16" O.C.. • CONSUL TAN . ;C, K. . • STRUCTURAL • ENGINEER No. 18 • C. K. ALLEN JR. i;,,p. • :· 1967 ROSEMARY PLACE . COSTA MESA, CA 92C,Z7 TEL: {949}_548-714-4 . FAX1 (949)548-9590 HRP· U.NOESI_GN .EXPRESSLY RESERvtS ITS CO!ilMON LAW COPYRIGHT ANO OTHER PROPERTY RIGHTS IN THESE PLANS. n,IESE PLANS ARE NOT TO 8E REPRl>DUCEO. CHANGED~ OR COPIED IN ANY F"ORM OR MANNER WAATSQ£VER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT nRST OST~INl~G THE wmt:TEN PERt.llSSION AND. CONSENT or HRP 1.ANDES!GH, DATE: BY: ~m/04 12/14/1 DESCRIPTION OF REVISION: & UPU> Rl!Mstote A Ffe\/le-tON5 P1!Ft GIT"I" OP N!lf'Oft; S!!ACff APPD. X i ~ DIA. TYP. ELEVATION ·scALE: 5/4"=1'-Q" PER CAL TRANS IGN RGJ"! .,.,--@ <fl z I , g ·a···.:.• \, •, ; . [ . :-_j PA~K(NG. ~ ~ \l) qNLY··· ll!'. t I . i _j • <( <fl 8 euauc : IJZ PARl'(lNG !i II( "J'ARK NAME"- 1 . . .• ... ' ~ ·~ DIA. TYP. SIGN@ -IA 6 D E 4 3'-0" MAX " <fl z g ~ <fl ~ -:i. ~ <{ 0 D O! If) ~ ~ I-<fl I • I.) POOL.IC -. <( p~NG ; llJ "PARK Ill NAME" It • () IL :i:: lU z IL () C: I.) O! t I-I \I) lU I SIGN@ G ATTACH AS C>l~CTEC> BY CITY. 4 _j <1'.:<f} ~ If) uz i ll!'.<{ ~ ~ iF'ARKl llJ D IL <fl 1N.AME ! Ill I 0 <( lli I- ll!'. () IL it z IL () C: \) O! llJ IL I-I \I) llJ I SIGN@ "PARK NAME" . @ .[:J[:J. I GRAPHIC I CD 4" DIA. PRESSURE TREATED REDWOOD POST WITH ?" FOAM EXPANSION MATERIAL. AT BASE. @ ANGLE MOUNTED, HIGH PRESSURE LAMINATED, INTERPRETIVE SIGN PANEL. TEXT 4 GRAPHICS SPECIFIC. TO HABITAT AREA (COASTAL SAGE SC.RUB AND T ESTORATI AREAS). @) NATURAL GRA-, Y CONCRETE F ,..0'""1 N~· , VP MUST DRAIN AWAY y,1/? RAD. END, 2500 F'. I e, DAYS. TROW L I T P FTG. • 2 k l'-O" k 'I DIA. T'r'F'.4'J SIGN@ -\, I N .. . . •• O-• ... .. . ~- I I .:4 I .. I I I CD BIKEWAY SIGNAGE -WHITE BACKGROUND HI BLACK LETTERS, REFER TO CAL TRANS . . TRAFFIC MANUAL. -SliSN R44A. @ PUBLIC. ACCESS/ NO ACC.ESS SIGN -WHITE BACKGRND. W/ BL.AC.K LETTERS, REFER TO CAL. TRANS TRAFFIC MANUAL -SIGN RIOO Y'I/CUSTOM VERBIAGE·TO READ PER DETAIL. @ DISABLED PARKING SfGNAGi -BLUE BACKGROUND H/ WHITE 6RAPHICS., REFER • TO c.AL TRANS TRAFFIC MANUAL -SIGN R"!"!. PARK ID PLACARD BENEATH -REFER TO CAL TR.ANS TRAFFIC MANUAL -SIGN R.100 .. .. W CUSTOM VERBIAGE TO READ PE:R DETAIL. @ PARKING SIGNAGE -REFER TO CAL. TRANS . TRAFFIC MANUAL -SIGN R92. PARK ID PLACARD BENEATH -REFER TO . CAL TRANS TRAFFIC MANUAL -51<:;;N R.-100 . WI CUSTOK VERBIAGE TO READ PER DETAIL. ® DIRECTIONAL. PARKING S/GNAGE -REFER TO CAL TRANS TRAFFIC KANUAL .,. ;\IGN RG8 HI CUSTOM VERBIAGE TO READ PER DETAIL. @ (2)-7" DIA X 6" ANODIZED ALUMINUM CARRIAGE BOLTS 4 WASHERS DRILLED T ROUGH Q D POST_.,_.....v'""" ~ G) 4"x4" SQ. TUB. ST . • OST W LU H . E -~:.__'-'""-.:""F-:'--. .:.,P~IM;;,E:::., . A~D A NT PER SPECS7.....__,,. 8. E ST . G STREET LIGHT P 5 ANDARD. ~@) NATURA[. G AY CONC.RETE FOOTINe, TOP MUST DRAIN AWAY Y'I/ 7 RAD. END, 2500 F: I ®. 28 DAYS. TROWEL FIN TO FTG. @ FIN SH R E G. L 5. .,,..__,,, @ C.OMPAC.TED SUB-GRADE PER ·STRUCTURAL SOILS REPORT. @ 6" DEEP GRAVEL @ 7 SIZE. @) ADJACENT C.ONC.RETE PATH, REFER TO LANDSCAPE DEVELOPMENT PLANS. NOTES, I. FINAL SIGN CONFIGURATION AND PARK NAME PER C.ITY OF NEWPORT BEAC.H AND C.ITY SPEC.fFICATIONS. 2. CONTRACTOR TO SUBMIT COMPLETE SHOP DV'IGS. FOR APPROVAL PRIOR TO FABRIC.ATION. ·----aG) -t-~t/'.j:;:.=f==---{4 -C) 4• I -"k--t-""'1---¾-~i!-'-llt-----{ 2 -st a ,,o' I'-...._-----15 ❖'}· -ir:lf-'-----{8 2'-0" SQ ~ PLAN VIEW SCALE,1/4"=1'-0" / SECTION SC.ALE: 1/2"=1'-Q" NOTES, I. C.HISEL 'X' AT EDeE OF PAVINe T. INDICATE V'IASTE LINE DIREC.TION. ---.__/'.__,, -.....,-. ....__. @ C.ONC. FLATHO K PER DETAIL A, LC-1, OR FINISH GRADE. SEE CONSTRUCTION PLANS. 4" C.QNC. PAVINe WITH EXTENDED POUR PER DETAIL. TOP OF PAVING SHALL BE 4" ABOVE SURROUNDING GRADE. 2. SUEIGRAOe UNDeR. DF1.INKINe FOUNTAIN SHALL SE COMl"ACTE PER STR.UC11JR.l:: SOILS R.l::PORT. PLANS PREPARED BY: 8242 HALI.ADAY, SUITE 203 SANTA ANA. CA 92705 LICENSE •1384 (714) 557-5852 SECTION SCALE, 5/4"= 1'-Q" H p . . LAN ESICN ~~HITECT\JRE @ COMPACTED SUB-GRADE PER STRUCTURAL SOILS REPORT. @ 6" DEEP GRAVEL @ 7" SIZE. NOTES: I. FINAL SIGN CONFIGURATION, .TEXT, GRAPHIC. 4 PARK NAME PER CITY OF NEWPORT BEA AND CITY SPECIFICATIONS. 2. C.ONTRAC.TOR TO SUBMIT C,OKPLETE SHOP DWGS. FOR APPROVAL PRIOR TO FABRICATION. 5. CONTRACTOR TO SUBKIT COLOR SAMPLES FOR APPROVAL PRIOR TO PAINTINe. 4 .. CONTRACTOR TO SUBMIT FULL SIZE SIGN FAC.E LAYOUT/tEKPLATE FOR APPROVAL PRIOR TO FABRICATION. 5. SIMILAR SIGNS AVAILABLE FROM: 'ENVIROSIGNS' -(888) 4"!2-5511 @ DRINKINe FOUNTAIN PER C.ONST. PLAN AND SPECIFICATIONS. @) 1/2" DIA. SCHED. 40 P.V.C. SUPPLY LINE CONNECT TO WATER LINE STUB-OUT PER CIVIL ENG. PLAN. @ I 1/4" DIA. SCHED. 40 P.V.C. WASTE LINE C.ONNEC.T TO SEWER LINE AS PROVIDED PER CIVIL ENG. PLAN OR AS DIRE:C.TED BY THE CITY OF NEWPORT BEAC.H. @ ATTACH DRINKING FOUNTAIN TO CONCRETE PAVING PER MANUF. SPECS. @ INSTALL WATER SUPPLY AND V'IASTE LINES THROUGH CONC.. FT6. IN P.V.C. SLEEVES I" DIA. LAReER THAN PIPES. G) ADJ. CONC. PAVING PER CONST. PLAN. @ SHUT OFF VALVES IN PLANTING AREA FER COUNTY OF ORANGE HEAL TH DEPARTMENT SPEC. SIZE FER SUPPLY LINE. CITY OF NEWPORT BEACH REQUIREMENT: ALL CONCR~E IN CONTACT WITH SOIL TO. BE MIN-4,f,Q:{;i', PSI @ 28 DAYS: CEMENT TO BE TYPE V WITH MAX. WATER-CEMENT RATIO = 0.50. MAX SLUMP TO BE 5,''. CONT. SPECIAL INSP. NOT REQUIRED, 2,500 PSI DESIGN. THE CONCRETE BIKE TRAIL SHALL BE 560-C-3250 TYPE FIVE, WITH A 4 INCH SLUMP, PER THE Cl1Y OF NEWPORT BEACH STANDARDS .FOR SIDEWALK AND CURB/GUTTER. CONSTRUCTION DETAILS LANDSCAPE PLAN CHECK NO PROJECT STATUS LANDSCAPE PERMIT NO. OWNER ISSUE 214/04 BID ISSUE 7/30/04 AGENCY ISSUE 4127/04 CONST. ISSUE DRAWN BY: CA CHECKED BY: GS DATE: 1/28/04 LC-8 CITY OF NEWPORT BEACH BAY VIEW LANDING PARK LANDSCAPE DEVELOPMENT PLANS CITY OF NEWPORT BEACH; CALIFORNIA CITY OF NEWPORT BEA.CH PUBLIC WORKS DEPARTMENT PRO.-;cT m C4881 10 OF 38 :c i Ill It I ( 0 ~ • IL ( () ' - C: • < \) c -q- 0 ' r-,... ,-- ' 0) w ::i UJ UJ -z 0 -1-u ::i a: 1- C/J z 0 u ......... "r"' ::tt: ~ ::i 0 z w 0 0 <( ......... 1-w UJ 0 -OJ 'f' SEE MATCHLINE LI -2 STA:·····-,,s.:;1r STA: VALVE: 1 VALVE: G.P.M: 12 G.P.M: INDEX MAP ............. " w ............. -............ . . . ··-··· .... · ..... ---- CONSUL tANTS HRP U.NDESfCN EXPRESSLY RESERVES ITS COMMON LAW ·coP-YRI_GHT ANO OTHER PROPERTY RIGHTS IN THESE F'LAN-S, THESE' PLANS ARE-NOT TO SE REPRODUCED, CHANGEO_, OR COP1ED_ IN ANY F'ORM OR. MANNER W_HATSOtvER, ·NOR ME THEY TO BE ASSIGNED-TO A TI-HRD PARTY WITHOUT nRST OBTAINING THE WRmEN PERMISSJON AND CONSENT Of llRP lANDESIGH. DATE: BY: _ .. --------·;;-' / e DESCRIPTION OF REVISION: APP'D. PLANS . PREPAREOfBY: H p LAN DESIGN i'V.M'IING LANDSCAPE ARCHITECTURE URB,\NDESIGN IRRIGATION SYSTEMS LAYOUT NOTE: NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 1. VALVE LOCATIONS - A. VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY VISUAL AREAS IN LOCATIONS AS APPROVED BY LANDSCAPE ARCHITECT. B. PARKWAY LOCATION : LOCATE VALVE ANO QUiCK COUPLER ON PROPERTY LINE / COORDINATE LOCATION WITH LANDSCAPE ARCHITECT. 2. VALVE WIRES / EXTRA VALVE WIRES - A. THE CONTRACTOR SHALL INSTALL 4 EXTRA VALVE WIRES TO EACH ENO OF IRRIGATION MAINLINE RUN. TYPICAL. B. THE CONTRACTOR SHALL INSTALL THE NUMBER OF VALVE WIRES FOR OPEN STATIONS TO THE ENOS OF EACH IRRIGATION MAINLINE RUN. EXAMPLE: 32 STATION CONTROLLER WITH 30 VALVES; TAKE THE 2 REMAINING VALVE WIRES PLUS 4 EXTRA TO THE END OF IRRIGATION MAINLINE RUNS. IRRIGATION PLAN PROJECT STATUS OWNER ISSUE 2/4/04 BID ISSUE AGENCY ISSUE. 4/27/04 CONST. ISSUE PIPE SIZING NOTES 1. ALL PIPE SIZING CALLOUTS ARE IN INCHES, OR REFERENCE THE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1 /2" SIZED PIPE IS ALSO 1 /2". SLEEVE SIZING LEGEND· PIPE SIZE SLEEVE SIZE 3/4' 1' 2' CLASS 315 1 V4' 11/2' 3' CLASS 315 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHAL.l BE SIZED 1 /2" 2' 2 V2' 4' CLASS 315 PIPE SIZING. LEGEND PVC PIPE SCH 40 UVR -PVC A 1/2' 5 GPM J 1/2' 4GPM B 3/4' 10 GPM K s,;r 1GPM C f 15 GPM L f .10 GPM D 11/4' 25 GPM M 11/4' 20GPM E 11/2' 35 GPM N 11/2' 30GPM F 2' 50GPM 0 2' SOGPM G 2 V2' 65 GPM p 2V2' 65 GPM H 3' 100 GPM Q 3' 100GPM I 4' 180 GPM R 4•· ' 180 GPM ' • .. . • LANDSCAPE PLAN CHECK NO LANDSCAPE PERMIT NO. 7/30/04 3• 4• WIRE j i I • 6' CLASS 200 T CLASS 315 4'CLASS 315 (/} I l ' -- 0 1 L I I I 11. h!L 20'-0t a I CITY OF NEWPORT BEACH BAY VIEW LANDING PARK -• ' LANDSCAPE DEVELOPMENT Pl.ANS CITY OF NEWPORT BEAG:H, CALIFORNIA llO. C4881 DRAWN BY: CCP CHECKED BY: EPP DATE: V28/04 Ll-1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT z ·.o -l-o :::> a: l-oo z. ··•·.o 0 ...J ~ 1--~ co :::> (f) >-0 z UJ C) <( 2CD -_J I (.) I-<( ~ ~- NOT TO 00,IIJ; I f MATCHLINE LI -1 INDEX MAP CONSULTANTS HRP UHDtSIGN. EXPRESSLY RESE_RV£S lTS COMMON LAW COPYAIG_Ht AND O?H'E_R PROPERTY .RIGHTS IN lHESE PLANS~ THESE PLAHS ARE Nor TO BE RtPROOUCEO~ CHAN-GEO, OR C0Pl£0 IN ANY FORM OR MANNER WHATSOE:vtR·, NOR AR£ THEY TO SE ASSIGNED TO A THIRD PARTY W~bUT F'IRST OBTAINING THE WRITTEN PERMISSION AHD CONSENT OF' HRP LANDESIGN. SLEEVE SIZING LEGEND PIPE SIZE SLEEVE SIZE 3/4" 2" CLASS 315 f 11/4" 11/2" 3" CLASS 31S 2" 4" CLASS 315 21/2" 3• 6" CLASS 200 4• WIRE 2" CLASS 315 4• CLASS 315 DATE: BY: DESCRIPTION OF REVISION: ! l NEWPORT ·ouNES ! ' l DJr.\; ........ ..//_ ~.,;~•t;< -... ,· . ; . ,'/. ·; .... STA:"' ''iC~24 STk-1C-25 /21" .. , ...... -· r• ... ----cc.·: .. VALVE: 1 VALVE>• 1/4 1 /_,,..• _ ... ,.,,,,a-•·· .. '{_ / -·· --;1·--G. P. M: 12 G.P.M: '--19 , '/ /... r ....... 1/ / 1 .... '\ / / .... .-/ ··•· -~r ~ ✓~/;: . .-•••·/ --'"'"-".""~--:,:,-,.,... -.---······ ,, .,,. ': _/ '·. ,.. . ... -----····-·,..•········ / ,/ \ / . ,,,,,. • ·;:,._ .... -.,,..,. i / .' ,' -------··_ • '· / .\. / /" , .. ---~7< / '."W:'~ -! I, ' / ___ ,, / " t/ J,)g~_ l I I .. >---.:,:--,,. \\ "'!''r,"."!,,,, ,,! ,,:.,1 ✓-J,, •• ----1 ••• ~1··· ..i~:c-;-;: , I • \/ .,,,,= ¥JK ! /, .' ,. . .,t.., ~-~-·'T,, f / / ,,-; ,,.-,,-•••• "l--------------,0 • .. / 1! / ,,,,.-··'.:{ / /'•·--... BUFFER ZONE NOTE: /t.· _,. ...... ,:~-------·\ I ,/ I / I \ ! ' ·50~ COASTAL BLUFF SCRUB,. .. (21) ' :·,;./ __ ,,! i :!TA .,,\ \ /,f-/ / _.,;!.. '· t, -,_/ HAB .} BUFFER_ ZQ.NE;---···. '.~-: \,_ I .I; 1 ,/ /< -/ 1. '-.., __ ,.,.,,., •• ,,. i,~t 1,1 I i ,r t '· f_q ,-/ ' ' i • r ; / / \ \./ \ / / / \ !, \ .,1 / l -i A ..,.,._,-' , / / /i\ \ ,' \ .>::-" -\ i" ' I / l.";1. ',.., -k-.·, , ! ··r------,1.,.h 1 ,..~ ! \ : ! ---h·--, \, / / ·_7r --</ \ \ -., \ f ! I /"-i i l "-~-: \ I ,-! /) ,~;- / r,1,,f'i\,· " t \ I / / / / /i\ \ "';,..,----------------"------· .. ~;;;-i'._.··-·---+---, • / i 1 / / ~\ \ \ / i'RalGATION SYSTEMS LAYOUTNOTE: \ f f / I / l>-, ... \ .... \.J , -·-'· -. ._. • • .-n i ' • •• ' NOTIFY LANDSCAPE ARCHITEO(t@IOR TO INsl'ALLATION \ n6} /,,,· \ . • ,, i, .-,; .... ~._::-:-:-:-::-::p,;0':/::;-=== <\:: . ,,, •• _,. \ --~ ------· ...... --~¾~>- \ i \ ' i \ '"'· .... ·"f -~---." ___ ;~;;;;~~~;.?~(=:::;;:::;~~;:~ ... ------: ; 's, ...... ·--/ : --.... ···-r ..... • ....... :, -·, ~ ..... -·;, ··-· '·,.._ \/--ffqi / ,,) f j ' I ! , ! 1 ' i ......... __ _ STATIO,N LEGEND SLEEVING NOTES / KEY • 1. VALVE LOCATIONS -?;l> \ STA: CONTROLLER & STATION VALVE SIZE IN NCHES FLOW IN GALLONS PER 1S2 PIPE SIZING INDICATOR. SLEEVE I ' SHALL BE PVC OF CLASS OR SCHEDULE AS PER LEGEND SLEEVE SIZE IN INCHES PIPE SIZE IN INCHES 2WS IRRIGATION WIRE SLEEVE. SLEEVE . L SHALL BE PVC OF CLASS OR • SCHEDULE AS PER LEGEND SLEEVE SIZE IN INCHES PIPE SIZING LEGEND PVC PIPE SCH 40 UVR -PVC A 1/2' 5 GPM J 1/2" 4 GPM 8 3/4" 10 GPM K. 3/4" 7 GPM C f 15 GPM L f 10GPM D 11/4'. 25 GPM M 1 V4" 20 GPM E 1 V2" 35 GPM N 11/2" 30 GPM F 2" SOGPM 0 2" 50 GPM G 2 V2' 65 GPM p 2 V2" 65 GPM H 3• 100 GPM Q 3' 100 GPM 4• 180 GPM R 4' 180 GPM APP'O. A. VALVE BOXES SHALL BE LOCATED O\JT OF PRIMA~Y VISUAL AREAS IN LOCATKJNS AS APPROVED BY \,. LANDSCAPE ARCHITECT. VALVE: G.P.M: \ "-. MINUTE 8. PARKWAY LOCATION : LOCATE VALVE AND QUICK '\ , '· .. COUPLER ON PROPERTY LINE / COORDINATE \ PARKWAY\NOTE: . LOCATION WITH LANDSCAPE ARCHITECT. \. 1. CONTRACTOR\TO INSTALL SPRAYHEADS 'S)X (6") 2. VALVE WIRES / EXTRA VALVE WIRES -c;. \ INCHES FROM\BACK OF CURB/WALK, TY~l<;AL. · A. THE CONTRACTOR SHALL INSTALL 4 -EXTRA VALVE 1\2. CONTRACTOR SNALL ADJUST APPROPRIATE NW;ZLE WIRES TO EACH END OF IRRIGATION J,!AINLINE RUN. \ SIZE IN VARIOUS, LOCATIONS WHERE SHRUB 11-REA TYPICAL. \ INCREASES IN SIZf, TYPICAL. '--.., 8. THE CONTRACTOR SHALL INSTALL TH!: NUMBER OF 3. \CONTRACTOR TO NQTE NOZZLE SIZES AND GPM VALVE WIRES FOR OPEN STATIONS TO· THE ENOS OF 0\N AS-BUILT PLANS"f'ND CONTROLLER CHARTS. EACH IRRIGATION MAINLINE RUN. EXAMPLE: 32 STATION yj)NffROLLER ~)TH 30 VALVES; TAKE THE 2 R~&JNING Vf:ly~ WIRES PLUS 4 EXTRA TO THE END OI, JRRIGATION !MAINLINE RUNS. f·.•1 ~; ··,. ,, ! 3. BUILDING/HARDSCAPE -, •.• • n ' •. ! LOCATE ALL HEADS 12 'tNCHES FROM BUILDINGS, WALLS AND FENCES TYP. 4. SLEEVES IN THE STREET - THE CONTRACTORS SHALL AS-BUILT THE STATION # FOR ALL SLEEVES IN THE STREET ON THE AS-BUILT RECORD PLANS • \ . ~--; \ ' . . '/;, PIPE 'SIZING NOTES"' 1. ALL Pf PE SIZING CALLOUTS j,:~· IN INCHES, OR REFERtl-JCE THE PIPE SIZING L GEND. 2. PIPE sii".i'NG CALLOUTS ARE SHOW ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM 1 /2" SIZED PIPE IS ALSO 1 /2". OF A 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER. SPRAY HEADS SHALL BE SIZED 1/2" 1C-26 : 1 V4 1C-27 : 1 V4 17 PLANS PREPARED BY: HRP s. ,\. IRRIGATION PLAN . 8242 HALI.ADAY, SUITE 203 SANTII ANA._. CA 92705 UO!SNSE #1384 . <11~) 557~5852 : ~','. PROJECT STATUS. OWNER ISSUE 214/04 610 ISSUE 7/30/04 AGENCY ISSUE 4127104 CONST. ISSUE DRAWN BY: CCP CHECKED BY: EPP DATE: 1/28/04 • \ 1C-28 " \ \, It 11; \ ., . i, /; 1 1C-29 : 114 18 \ \ l LANDSCAPE PLAN CHECK NO LANDSCAPE PERMIT NO. Ll-2 0 ! ' ' ' ; , ' ' ! SCALE 1· = 0 t I./ & I I t 1µ CITY OF NEWPORT BEACH BAY VIEW LANDING PARK LANDSCAPE DEVELOPMENT PLANS CITY OF NEWPORT BEACH, CALIFORNIA 20·-o· 2 I CITY OF NEWPORT BEACH PUBLIC WORKS DEPAATMl!NT -.ecr "°', C4881 12;0, II' w ::> Cl) Cl) -z 0 -l-o ::> a: I- C/) z 0 (.) ....... ,-- * ~ ::> 0 z w 0 0 <( ....... 1-w Cl) 0 -co ....... C') * _J <( ~ -~ co ::> Cl) >-(.) z w (!J <( FEB O 3 2.GG'i SLEEVING NOTES / KEY 1S2 PIPE SIZING INDICATOR. SLEEVE 11 SHALL BE PVC OF CLASS OR . SCHEDULE AS PER LEGEND . SLEEy'E SIZE IN INCHES ·pI PE SIZE IN INCHES 1 \ \ \ ' 2WS IRRIGATION WIRE SLEEVE. \ _E L SHALL BE PVC OF CLASS~ SCHEDULE AS PER LEGEND \ SLEEVE SIZE IN INCHES PVC PIPE SCH40UVR-PC A V2' 5 GPM J 1/2' B 3/4' 10GPM K 3/4' C f 15GPM L f D 1 V4' 25 GPM M 11/4' E 1 V2' 35 GPM N 1 V2' F 2' 50 GPM 0 2' G 2V2' 65GPM p 2 1/2' H 3' 100 GPM Q 'J' 4' 180GPM R 4' \ \ \ PIPE SIZING NOTES L ALL PIPE SIZING CALLOUTS ARE IN INCHES, OR REFERENCE THE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS 'ARE SIZED THE SAME. .3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1 /2" SIZED PIPE IS ALSO 1 /2". 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED 1/2" PARKWAY NOTE: 1. CONTRACTOR TO INSTALL SPRAYHEADS SIX (6") INCHES FROM BACK OF -CURB/WALK, TYPICAL. 2. CONTRACTOR· SHALL ADJUST APPROPRIATE NOZZLE SIZE IN VARIOUS LOCATIONS WHERE SHRUB AREA iNCREASES IN SIZE·, TYPICAL. 3. CONTRACTOR TO NOTE NOZZLE SIZES AND GPM ON AS-BUILT PLANS AND CONTROLLER CHARTS. . 1RRIGATION SVSTEMS LAYOUT NOTE: NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 1. VALVE LOCATIONS - A. VALVE BOXES SHALL B.E LOCATED OUT OF PRIMARY VISUAL AREAS IN LOCATIONS AS APPROVED BY LANDSCAPE ARCHITECT. B. PARKWAY LOCATION : LOCATE VALVE AND QUICK COUPLER ON PROPERTY LINE / COORDINATE LOCATION WITH LANDSCAPE ARCHITECT. 2. VALVE WIRES / EXTRA VALVE WIRES - A. THE CONTRACTOR SHALL INSTALL 4 EXTRA VALVE . WIRES TO EACH END OF IRRIGATION MAINLINE RUN. TYPICAL. B. THE CONTRACTOR SHALL INSTALL THE NUMBER OF VALVE WIRES FOR OPEN STATIONS TO THE ENDS OF EACH IRRIGATION MAINLINE RUN. EXAMPLE: 32 STATION CONTROLLER WITH 30 VALVES; TAKE THE··2 REMAINING VALVE WIRES PLUS 4 EXTRA TO THE END OF lf<RIGATION MAINLINE RUNS. 3. BU!LDING/HARDSCAPE - LOCATE ALL HEADS . 12 INCHES FROM BUILDINGS, WALLS AND FENCES TYP. 4. SLEEVES IN THE STREET - THE CONTRACTORS SHALL AS-BUILT THE STATION # FOR All SLEEVES IN THE STREET ON THE AS-BUILT RECORD PLANS . S'TATlON LEGEND • STA: VALVE: ._ .-+--CONTROLLER & STATION ,,__,__ VALVE SIZE IN INCHES G.P;M: ....... ,-+--FLOW IN GALLONS PER MINUTE ___ __. .\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ STA: 1A·14 \ VALVE: 1 V2 \ G.P.M: 28 \ \ ·\ \ \ \. \ \ \ \ \ \ \ \ \ \ \ \ STA: 18-22 \ VALVE: 11/2 \ G.P.M: 33 ' \ STA: 1B-21 \ VALVE: 1 V4 ' G.P.M: 28 \ ' \ .\ STA: 1B-20 \ VALVE: 1 V4 ' G.P.M: 25 \ \ \ \ \ \\ \ . \ --A" \ ~v, \\~ \ \.. ~\ \., ~--~ \ \, STA: 1A-13 ' ·.-,,., VALVE: 1 V2 \ _,-0_\ G.P.M: 30 \ . \ \ . . . ' . . \ \ \ \ \ \ ' 0 STA: 1A-12 \ \ VALVE: 11/2 \ o• G.P.M: 30 , \ ; -.}l \ ' ,...,-~ \ \ \ Is ' / \ ~\ STA: 18-19 \. I'_", * r\ VALVE: 11/2 V ,. G.P.M: 28 \ ~' STA: 1A-11 \ \ . VALVE: 11/2 \ \ G.P.M: 26 \ ~\ \ \ ' \ \ ', \ \ ~--. '· \\_?."\ \ ~\ \ ~ .• \ z\ STA>\18-18 \ ~-. ___ • \ VALVE: ;1 V4 \ -~\ G.P.M: 1,~4 \ \ __ .,.,. --.. . . \ \ , STAt\ \ 19 ... 17 \ \ VALVE:\ 1 \ \ G.P.M':\ \ 16 \ \ ' . . ' \ \ \ \._ \ '· P.O;C. -· SYSTEM #1 1A,1B)jC,1D\ DOMEStlC,.WAT WATER METER ~ CIVIL STATION NUMBER -----00-t-00.00 WATER METER ADDRESS-851 JAMBOREE RD. HYDRAULIC GRADE LINE-----XX FEET STATIC WATER PRESSURE AT METER -92 PSI \ \ \ \ ' .. • BACKA.OW D~VICE \ B \ "'· APPROXIMATE LOCATION OF 2 'FEBCO 825Y :t llEDUCED • RESSURE 1,ACKFLOV/, PREVENTOR(S). THI; CONTRAC-Tf2~ LL VERIF\i THE INSTALLATION DETAIL AJ:ID LOCATIOI\I', POC# 1 INDEX MAP WATER METER SIZE ---_-_-_-_-_-_-_-_2 INCH TURBO i~IflN MJlifR s~fi1i~R~zE J ~Jt -· MAXIMUM DESIGN FLOW -----140 GPM IRRIGATED AREA PER METER ---354,204 SF. W • H THE OWNER AND WATER AGENCY PRl(!)R TO \ • ,, / . . 1 IN ;~;i~~ REGULATOR ~ '\, ,~ •,.,,,,,'.'\···! / ······--:1f·- NOTE: IN THE EVENT THAT PRESSURE EXCEED~. \ ' ·~··---. .j_ CONSULTANTS EST. WATER USE ---24 AC.FT/YR THE CONTRACTOR SHALL VERIFY THE METER SIZE, LOCATION, A'ND STATIC WATER PRESSURE PRIOR 95 PSI THE CONTRACTOR SHALL INSTALL A PRE_S RE ; \·--...... . REGULATOR AT EACK SYSTEM AS NOTED. \ ----··-scc--····-...... TO PERFORMING ANY IRRIGATION WORK UNDER THIS CONTRACT. (METER PROVIDED BY OWNER) CONTROLLER m lict ~i~~~o~gLLER APPROXIMATE LOCATION OF 4 RAINMASTER OX2 SERIES CONTROLLER(S) AND ELECTRICAL SERVICE • (BY CONTRACTOR). THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF THE ELECTRICAL P.O.C. AND STAKE THE EXACT CONTROLLER LOCATION FOR APPROVAL IN THE FIELD BY THE OWNER. INSTALL CONT. IN A STAINLESS STEEL CONTROLLER ENCLOSURE. MODEL#: 1A • HSUH!l)X42-l!IHSDX-G31HSDX'RFIHSEV-RADFIHSEV-ANT-FO Iii • H$18'Sl:1X~-$JHSOX_.IHSDX-HW 'IC • HS!WD)(.32-8/HSOX-113/HSDX,HW 1D • HS16-$DX-24'SMSl>X-W/HSDX-HW FOR 4 CDNTROLLER(S) PER THE iRRIGATION LEGEND .• NOTE: USE MOI>~ I PAl!T'f 'EV~M" TO T-AU. C()tltROU.ERS eCERTIFICATfON NOTE: APPROXIMATE LOCATION OF 4 WILKINS 510-1 Vi\ PRESSURE REGULATOR(S) PER THE IRRIGATION LEG!:ND. SET PRESSURE REGULATOR(S) IN THE FIELD. \ CONT. 1A SET AT 82 PSI., CONT. 1B SET AT 82 PSJ. CONT. 1C SET AT 82 PSI., CONT. 1D SET AT 82 PSf., MASTER VALVE 8 \ APPROXIMATE LOCATION OF 4 GRISWOLD 2000 SERIES \ 1 V2' MASTER VALVE(S) PER THE IRRIGATION LEGEND. FLOW METER@ APPROXIMATE LOCATION OF 4 RAINMASTER 1 V4' BRASS FLOW SENSOR(S} PER THE IRRIGATION LEGEND. GAIN JNSTAL(ATION CERTIFICATION OF THE CONTROLLER, MASTER VALVE, AND FLOW METER FROM HYDROSCAPE ANO RAIN.MASTER PRIOR TO START OF ESTABLISHING MAINTENANCE .. PROVIDE HRP LANDESIGN WITH A WRITTEN COPY OF INSTALLATION CERTIFICATION. • • "HRP LANDESIGN EXPRESsi."1'. Rt$ERV£S ITS COMWON JAW COPYRIGHT_ AND 01H£R· PROPERTY .RIGHTS IN ;i~Dt':o~ cW..~£~.~ ~iJr.~0TN 1ME roRM OR l,IANHER WHATSOEVER,._ NOR ARE TH£Y TO BE ~stGNEP TO A nHRD P.-.Rl'Y WITHOUT flRS'J OBtAltHNG ·TH£ WRITTEN P£RM-lSSION _AND CONSENT OF K~P lANotSION. DATE: BY: DESCRIPTION OF REVISION: • APP'O. ~4104 PIP~,SIZE \ \ 1114\ \ . ----·t1/2' \ ?! \ 21/2' 1---3-,---1\ I---'--~+\ 4' \ WIRE GEND. / SLE6VE SIZE \/ __ _.---------·-·· \s• CLASS 315 \ ~• CLASS 315 \ 6'\rss 200 \ -c c~ss 315 \ 4' cl.Ass 315 • ' ' / ; ,5. I I I • . PLANS PREPARED BY: 3242 HAU.AoAY, SUITE 203 SANTA AAA CA 92705 LICENSE t1a84 (114} 557-5852 r I SEE MATCHLINE LI -4 .,.-_/., GI/~/;::;>--s~.,,.-=~~~~~~~::~~::;,l~:~1-G-+-E-'----------···· _...... .... 7', ...... '11i[.,1JP ,,,., _, ... ---···' ~·~---·-·-·-~--.. / /.. . ..... --v,::;,.,-...,,-...,-,,,_ ... _" / ~••. \ ·,-..... ,,...~ .. c. •• ----- STA: • 1A-10 STA: tA-9 STA: 1A-$ VAtV£:··1·t~i:---➔VAb\lE, .. t.V21---~--/ VALVE: 1 G.P.M: 33 G.P.M: 33 ·····-···----.. B:;P:M:·-···•10 / // ) ,. / / / / ......... ----·--·--------·-·1 ·--···-·· ... __.L.-----"--7'--~----:J:--:---A~M-=:--B 0-:::::--R~E E LA.NDEStGN PIANNlNG. I.AN!lSCAl!E AIICHITECTIJRE URBAN DESIGN P.0.C. SYSTEM # 1 CONTROLLER 1A~1B-1C-1D'1? WATER METER ADORE$S - 851 JAMBORtE ROAD ELECTRICAL METER ADDRESS xxxxx IRRIGATION PLAN PROJECT STATUS · OWNER ISSUE 2/4/04 BIP ISSUE 1/30/04 Ai'JIENCYISSUE 4/27/04 CONST.ISSUE DRAWN SY: CCP CHECKED 8Y: EPP DATE: 1/Jl&/04 LANDSCAPE PLAN CHECK N LANDSCAPE PERMIT NO. ll-3 ----------------5_1:) .----------··· STA: 1i\-.7 •_. VALVE: 1 -il<t -GJ>.M:_ . @: •• ROAD ----lj ----lj STA: 1D-9 VALVE: 11/4 G.P.M: 28 STA: 1D,8 VALVE: 1 G.P.M: 15 STA: 10-7 VALVE: 1 V4 G.P.M: 21 STA: 1D-6 VALVE: 1V2 G.P.M: 30 STA: 1D-5 VALVE: 1 V4 -G.P.M: 16 STA: 10-4 VALVE: 11/4 G.P.M: 23 STA: 1D-3 VALVE: 1 G.P.M: 12 STA:. 10-2 VALVE: 1 G,P.M: 16 STA: 1D'1 VALVE: 1~- G.P.M: 28 SCALE 1• = 20'-o• 0 1 liiil1r1JJ CITY OF NEWPORT BEACH SAY VIEW. LANDING PARK LANDSCAPE DEVELOPMENT PLANS CITV <>F NEWPORT BEACH, CALIFORNfA 2 I CITY OF NEWPORT BEACH l'R();Eqt~ 04881 PUJ;IUC WORKS DEPARTMl:N't 13 OF 38 FEB O 3 7DG5 t -.,:; t (I) IS) c' Cl I 0.. ( LL --Cf. Cf. - 2 C -~ C --a: ~ Cf. 2 C C --C 2 LL C C <( ....... I-LL Cf. C -(( ....... er: =ti: - --Cf. >-c z LL ~ <( ' \ \ \ STA:\ 10-4 VALV~, 1 V4 .G.P.M:\ 18 \ \ \ \ \, \ '\\ \ \ \ \ \ \ \ STA:\ 10-5 VALVE\11/2 G.P.M: \ 28 STA:\ 10-6 VALVE;,: 1 V4 G.P.M:\ 21 \ \\ \ \ d' J? \ \ \ \ ' \ \ " '" ~ ••• -'\ SEE. MATCHLINE Ll -5 ' \ ' \ \ ~'-J\ ! ·,,,' \ \ STA:\ 10-7 VALVE~ 1 G.P.M:\ 4 CONSULTANTS \ '\\ \ \ STA:\ 1A-18 VALVt.{, 1 G.P.M:\ 10 \ \\ -\ \(0 Vb \~ ·?(\ \ STA· 1A-17 \~.() -YALVE: 1 i ) \ G.P.M: 12 II \ \ \ \ ' ' \ \ \0\ \ \ \0\ \ \ ' ' . ' \\\/' \ / C \', ('\ \ \U' \ \\:A\ STA: 1A-16 \ \ \ VALVE: 11/2 \ G.P.M: 30 ' \ \ \~ \ STA: 1A-15 ' ' \ \ VALVE: 1 V2 \~•Q -~ .. -P.M: 30 , \ ' \, . ' \~ \ '"s_T_A_: -1-B--29--, \\ \~~\ VALVE: 11/4 \ \ . ?.P.M: 20 \ \ \ ST A: 18-28 \ .. \ VALVE: 11/2 ,y \ G.P.M: 33 \~ \ STA: 18-27 \ \ VALVE: 11/2 \ \ \ , G.P.M: 32 \ \ .-----....-.:;,:'t~" \MAP \ \ \ , STA: 1B-26 \ VALVE: 1 V2 '-G.P.M: 33 \ \ STA: 18-25 \ VALVE: 1 2 \ G.P.M: 12 \ STA: 1B-24 \ \ VALVE: 1 V2 \ \ G.P.M: 30 , \ \ .... -----, \ \ ' \ \\ ~lt~E:1~~ \ 1~\,: 20,'-Q' \ G.P.M: 18 \ ,, \ \ '-'--"--~A\-E 0 .1 li!J I 11 j ! d HRP LANDES1GN EXPRESSLY R£SEFt\lES ITS COMMON LAW. COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT 'l'O BE REPRODUCED, Cl-fANGEO, OR COPIED IN _ANY FORM OR MANNER WHATSOEVER, NOR ARE:" THEY TO BE ASSIO'NEO TO A THIRD PARTY WITHOUT nRST O&TAIHING THE WRITTEN PERMISSION ANO CONSENT • or HRP LANOESIGH. DATE: 2 I BY: DESCRIPTION OF REVISION: APPD. PLANS PREPARED BY: 3242 HALLADAY, SUITE 203 SANTA ANA CA 92705 LICENSE f1384 . (714) 557-5852 HRP LAN ESICN PLANNING LANDSCAf'E ARCHITECTUFIE URBAN DESIGN PIPE SIZING LEGEND PARKWAY NOTE: PVC PIPE SCH 40 UVR -PVC 1. CONTRACTOR TO INSTALL SPRAYHEADS SIX (6') INCHES FROM BACK OF CURB/WALK, TYPICAL. 2. CONTRACTOR SHALL ADJUST APPROPRIATE NOZZLE . SIZt IN VARIOUS LOCATIONS WHERE SHRUB AREA INCREASES IN SIZE, TYPICAL. 3. CONTRACTOR TO NOTE NOZZLE SIZES AND GPM ON AS-BUILT PLANS AND CONTROLLER. CHARTS. PIPE SIZING NOTES 1. ALL PIPE SIZING CALLOUTS ARE IN INCHtS, OR REFERENCE THE PIPE SIZING LEGEND: ..•. •.. . - 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A· 1 /2" SIZED PIPE IS ALSO 1 /2". 4. ALL UNSIZED RUNS OF LATERAL UNE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED l/2" 1SEE MATCHLIN IRRIGATION PLAN LANDSCAPE PLAN CHECK NO PROJECT STATUS LANDSCAPE PERMIT NO. OWNER ISSUE 214104 BID ISSUE 7/30/04 AGENCY ISSUE 4127/04 CONST. ISSUE DRAWN BY: COP CHECKED BY: EPP DATE: 1/28/04 Ll-4 - IRRIGATION SYSTEMS LAYOUT NOTE: NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 1. VALVE LOCATIONS - A. VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY VISUAL AREAS IN LOCATIONS AS APPROVED BY LANDSCAPE ARCHITECT. 8. PARKWAY LOCATION : LOCATE VALVE AND QUICK COUPLER ON PROPERTY LINE / COORDINATE LOCATION WITH LANDSCAPE ARCHITECT. 2. VALVE WIRES / EXTRA VALVE WIRES -. 3. 4. A. THE CONTRACTOR SHALL INSTALL 4 EXTRA VALVE WIRES TO EACH END OF IRRIGATION MAINLINE RUN. TYPICAL. B. THE CONTRACTOR SHALL INSTALL THE NUMBER OF VALVE WIRES FOR OPEN STATIONS TO THE ENDS OF EACH IRRIGATION MAINLINE RUN. EXAMPLE: 32 STATION CONTROLLER WITH 30 VALVES; TAKE THE 2 REMAINING VALVE WIRES PLUS 4 EXTRA TO THE END OF IRRIGATION MAINLINE RUNS. BUILOING/HARDSCAPE - LOCATE ALL HEADS 12 INCHES FROM BUILDINGS, WALLS AND FENCES TYP. SLEEVES IN THE STREET - THE CONTRACTORS SHALL AS-BUILT THE STATION # FOR ALL SLEEVES IN THE STIREET ON THE AS-BUILT RECORD PLANS . ·- STATION'°! LE~ERD:::·--- · m, /' .hoNrRd~:~;t::f::s1¾-:rtQN. :: ~')'..VB()// /VALVE/SIZE Ifs lNCHEs-<:: G:f'.~:::-, ,' FLOW/IN GAl,,:lONS ~ER MINUTE , , ' , ! : i I ! I ' . CITY OF NEWPO.RT BEACH BAY VIEW LANDING PARK LANDSCAPE DEVELOPMENT PLANS CITY OF NEWPORT BEACH, CALIFORNIA CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. C4881 14 OF 38 FEB 0 3 2005 """ 0 ........_ I"--,.... ........_ O'l u. --(f. (f. - 2 C -I- C --a 1- (f. 2 C C ........ ,- ~ --C 2 u. C C <l ........ 1-u. (f. C -a: --(f. > C 2 u C: <( >~-~":---- ·--<, ________ \ \ \ \\ '_c,_:'. \ .• . \ \:, . ·\ ,.· -·\ \"-'.'-'-; 0 ---~;~r--': 0 \ \ \ \ \ \ \ \ \ \ \ ' -STA: 1A-23 VALVE: 1 V2 G.P.M: 35 BUFFER ZONE NOTE: 50' COASTAL BLUFF SCRUB .HABITAT BUFF.ER ZONE \ SCALE ,. = 0 1 l.! i t I trl iJ CONSULTANTS ' l \ i ' \ \ i i STA\ 1A-22 VALV~ 1 G.P.M'i 15 HRP LANDES!GN-EXPRESSLY RESERVES rrs COl.4MOH LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PUNS, THESE ~LA.NS ARE NOT TO BE REPRODUCED. CHANGED, OR COPIEO ltf_ ANY FORM OR MANNER WHATSOE\'£R, NOR AR[ THtv 10 B:E_ ASSIGNED TO A n-tlRD PARTY WllliOUT F'IRST o'BTAIHfNG THE WRITTEN PERMISSION AND CONSENT OF HRP LANDESIGN. DATE: \ \ \ \ \ \ BY: • PARKWAY NOTE: '-, \'... \\\ • '"', \~"\ \\\ 1. CONTRACTOR TO INSTALL SPRAYHEADS SIX '(6") ,,_ \\\ \\, INCHES FROM BACK OF CURB/WALK, TYPICAL. ' \ ,;\\ \ ,\Q CONTRACTOR SHALL ADJUST APPROPRIATE NOZZLE \ \ \ , \\ SIZE IN VARIOUS LOCATIONS WHERE SHRUB AREA \ • \\ \\\ INCREASES IN SIZE, TYPICAL. ... \,,. \•\'-. .- \ \ ';, 5.\'CONTRACTOR TO NOTE NOZZLE SIZES AND_ GPM \_ \ \\ -• \'il\N AS-BUILT PLANS AND CONTROLLER CHARTS. '\\• \'-,_< -.--l· \~ \ ,,_, L __ _..,.,,.,.., _______________________________________ ..-.._ __ _, . ' \ \\ ,..,.., .. ~---....... \ \ ' \ \ \:\ I ... , -\ \ '"·----------------------------.,...---., '\_ \ \, / ~ \ -.:r. ''°' \ ~ f ____ ·-\'. ~LEEVING NOTES / KEY ,\GI \\ . . • . \. \'\ \1 !52 PIPE SIZING INDICATOR. SLEEVE '\ \ \ 'h SHALL BE PVC OF CLASS OR '\\ \ \ SCHEDULE AS PER LEGEND ~,\ . \ SLEEVE SIZE IN INCHES \\ \ \ \ -:, \ ', \l;'IPE SIZE IN INCHES \\ \ \ \ \\\ \ \ \\\ 2WS '~R~IGATION WIRE SLEEVE. SLEEVE \ \ \ L SHALL BE PVC OF CLASS OR \~\ St\HfDULE AS PER LEGEND \ \\ SL~_E SIZE IN INCHES \ \\ \ \ ' ,, \ ,\ \ \ \ \ \ \ \ \ \ ' ... \\STATION LEGl:;rtD \\ \ \ \ ST_A: -...---CO~TR_ OLLER & STATION ' ~LVE: -...---VALVE ''SIZE IN INCHES '():lj:.M: -FLOW\!~ GALLONS PER MINUTE \ \ \ \ '-\\ \ \ DESCRIPTION OF REVISION: APP'O. . IRRIGATION SYSTEMS LAYOQT NOTE: NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 1. VALVE LOCATIONS - A. VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY VISUAL AREAS IN LOCATIONS AS APPROVED BY· LANDSCAPE ARCHITECT. • B. PARKWAY LOCATION : LOCATE VALVE AND QUICK COUPLER ON PROPERTY LINE / COORDINATE . . . LOCATION WITH LANDSCAPE ARCHITECT,. 2. VALVE WIRES / EXTRA VALVE WIRES ...c • -· -• -'" . ' 3. 4. A. THE CONTRACTOR SHALL "INSTALL 4 EXTRA VALVE WIRES TO EACH END OF! IRRIGATION MAINLINE RUN. ' . TYPICAL. B. THE CONTRACTOR SHALL -INSTALL THE NUMBER OF VALVE WIRES FOR OPEN STATIONS TO THE ENDS OF EACH IRRIGATION MAINLINE RUN. . EXAMPLE: 32 STATION CONTROLLER WITH 30 VALVES; TAKE THE 2 REMAINING VALVE WIRES PLUS 4 EXTRA TO THE END OF IRRIGATION MAINLINE RUNS. BUILDING/HARDSCAPE - LOCATE ALL HEADS 12 INCHES FROM BUILDINGS, WALLS AND FENCES TYP. SLEEVES IN THE STREET - THE CONTRACTORS SHALL AS-BUILT THE STATION # FOR ALL SLEEVES IN THE STREET ON THE AS-BUILT RECORD PLANS PIPE SIZING NO"fES 1. ALL PIPE SIZING CAL£6UTS ARE IN INCHES, OR REFERENCE THE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT 1HE ENDS OF RUNS. ALL PIPE SIZEJ:1 BETWEEN THESE CALLOUTS ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1 /2" SIZED PIPE IS ALSO 1 /2". 4. ALL THREE UNSIZED RUNS OF LATERAL LINE PIPE SERVING OR FEWER SPRAY HEADS SHALL BE SIZED 1 /2" SEE MATCHLINE LI -4 PLANS PREPARED .. BY: 3242 HAl.iADAY, SUITE 203 SANTA ANA. CA. 92705 LICENSE t1384 • (71~) 557-5852 B p LANDESICN PLANNING LANDSCAPE ARCHITECTURE URBAN DESIGN \ \ ' PIPE SIZING LEGEND PVC P1PE SCH 40 UVR -PVC A V'Z SGPM J 1/2' 4GPM B 3/4' 10GPM K 3/4' 7GPM C f 1S GPM L f 10GPM D 11/4' 25 GPM M 11/4" 20GPM E 1 V2" 35 GPM N 11/2' 30 GPM F 2' 50GPM 0 2' SOGPM G 2 V2' 65 GPM p 2 1/2' 65 GPM H 3• 100 GPM Q 3' 100 GPM . I 4• 180 GPM R 4' 180 GPM IRRIGATION PLAN PROJECT STATUS OWNER ISSUE 2/4/04 BID ISSUE 7/30/04 AGENCY ISSUE 4127/04 CONST. ISSUE DRAWN BY: CCP CHECKED BY: EPP DATE: V23/04 SEE MA TCHLINE THIS SHEET SLEEVE SIZING LEGEND PIPE SIZE 3/4' f 1 V4' 1 V2' 2.' 2 V2" 3• 4' WIRE i I SLEEVE SIZE 2.' CLASS 315 3" CLASS 315 4' CLASS 315 6' CLASS 200 2' CLASS 315 4' CLASS 315 LANDSCAPE PLAN CHECK NO LANDSCAPE PERMIT NO. Ll-5 . . INDEX MAP Cltv OF NEWPORT BEACH BAY VIEW LAMPING PARK LANDSCAPE DEVELOPM~NT PLANS CITY OF NEWPORT BeAc»t, ¢AI.IFOANIA CITY OF NEWPORT BEAC.H PUBLIC WORKS DEPARTMENT PRO.ECT NO. C4881 1S<JF 311: -st -Q m ' ..... d) i CI\) 0 .... -Cl o... a 'q" 0 ......... _ct) T'""' ......... CX) w :J Cl) CJ) -z 0 -l-o :J er: I- C/) z 0 0 ......... T'""' =It: ~ :J 0 z w 0 0 <( j::: w Cl) 0 -OJ ......... ct) =It: -' ~ ~ OJ ::, Cl) >-0 z w ~ FEB o 3 z6os· ·-~" -, -~-•~ -----.=-~--- <O ,#3 ~ Iii ... 0 ~ ,5',9 ,,, CONTROLLER 0 • 4" min 0 ~"" ., oa,, a ' w"~ <O l,-.---.. -_-_-_-_-_-_-_-_-~_-_--,-\<p· 1/2 I" ~-,--~--et------'-{/; ~----a--------\'! ~--------R----------1110 NOTl=S, I. ALI-THREADS SftAL.1-BE V'IAAPFEP 111TH TEFLON TAPE OR EQUAL. (i)FINISH cSRADE 1/::2" IN TURF AREAS @ INSTALL QUICK ·, COUPLER IN ROUND PLASTIC VALVE BOX BROOKS, CARSON OR EGUAL 111TH LOCKIN<;, COVER I'll HEAT BRANDED 2" HlcSH LETTcRS 11GC" FOR "GUICK COUPLER" @)GUICK COUPLER PER LEcSEND, INSTALL IN cSROUND COVER AREA J/'IHENEVER POSSIBLE @FINISH cSRADE I" IN cSROUND COVER AREAS @oNE (I) CU. FT. OF PEA cSRAVEL AT BASE OF VALVE BOX, TURF AREAS ONLY @)BRASS NIPPLE LENcSTH AS REQUIRED G)PYc MAINLINE.· @BRASS ELLS THREE (B) REGUIREO @ 10". BRASS NIPPLE Q0PYC MAINLINE FITTINcS ® BO" LONG-#4 REBAR ~Atv~iliDDi~EL ' "PUNCH-LOK" FASTENERS SECTION NOT TO SCALE E GUICK COUPLel'. NOTE, ,---'-.------------,! r"---------------12 r-----------'-(:9 ---<8 ,--~I-.. ---~-\"! (i) FINISH cSRADE @ I" IN TURF AREAS 2" IN cSROUNPGOVER AREAS @ PVC "10 DEcS. ELL @ REGTANcSULAR PLASTIC VALVE BOX -BROOKS, AMETEK OR EQUAL VV . LOGKINcS GOYER VV HEAT BRANDED 2" HI.SH· LETTERS VV CONTROLLER STA. NUMBER ~~;,._-efo @ PVC SCH.80 B" NIPPLE ~7il' r"";c~~-~ @ l/lllRE CONNEGiORS PER · NOTES G) ELECTRIC VALVE FER LEGEND II @ PVC LATERAL LINE L--------~---(1 FER LEGEND 12 @ PVC MALE ADAPTOR @ COMMON l/lllRE AND CONTROL l/111 RE VV EXPANSION CURL . BUNDLE AND TAPE I. ALL THREADS:, CONNECTIONS SHALL BE l/llAAFFED l/111iH TEFLON TAP!= FER NOTES (INSTALL l/lllRE FER LOCAL CODE) @ 12" MIN. PEA cSRAYEL 2. EXPANSION CU!<L l/llRAF l/lllRE AROUND 1/2' DIA. PIPE 15 TIMES. @ PVC MAINLINE AND FITTINcSS (FER LEcSEND) HRP LANC(SIGN-EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER P~OPERTY RIGHTS IN THESE PLANS, TH!SE PLANS ARE NOT TO BE ltt:PRODUCED. CHANGED, OR COPI.ED IN ANY FORM OR' MA_NNtR WHATSOtvtR, NOR ARE THEY TO 8E ASSIGNED TO A THIRD PARTY WJTHOUT nRST OBTAINING THE WRITTEN PERMISSION AND CONSENT Of KRP LANOESl~N. SECTION NOT TO SCALE 2" ' <D . . ·-,-' <D N r') ,--1\-----{,t, '-------------, II NOTE, I. ALL TREADED GONNECTIONS'SHALL BE l/llRAPED l/lllTH TEFLON TAPE 2. EXPANSION CURL l/llRAF l/lllRE AROUND 1/2" DIA. FIFE 15 TIMES. (!) FINISH cSRADE @ I" IN TURF AREAS 2" IN cSROUNDGOVER AREAS @) REGTANcSULAR PLASTIC VALVE BOX VV 'I 1/2" X 15 1/2" LOGKINcS COYER WHEAT BRANDED 2" HI.SH LETTERS 11MV11 FOR "MASTER VALVE" @) EXTENSIONS @) l/lllRE CONNECTORS FER NOTES @) ELECTRIC VALVE FER LEcSENP G) PVC MAINLINE FER LEcSEND @ PVC MALE ADAPTOR @ COMMON l/lllRE l/lllTH EXPANSION CURL @ CONTROL l/lllRE Ji'V EXPANSION CURL (INST ALL l/lllRE: PER LOCAL CODE BUNDLE AND TAPE FER NOTES) @ 12" MIN. PEA cSRAYEL SECTION NOT TO SCALE MAS TE~ CONilEc.01-V Al-Ve ,-----------------(2 (!) FINISH cSRADE .--------------;B @2" IN cSROUNDGOVER, I" IN TURF AREAS. ,----,--------\:4 @INSTALL PRESSURE -,.---,r..__1----:====IIJ-----{5 RE:cSULATOR IN ROUND 2" VALVE BOX l/lllTH LOGKINcS COYER VV HEAT BRANDED 2" HIGH LETTERS "PR" FOR "FRES51JRE: REcSULATOR" @)PVC NIPPLE LE:NcSTH AS REQUIRED @ PRES5URE REcSULATOR @PVC UNION, G) 12" MIN. PEA cSRAYEL "--'~-t• ----{1 @PVG LATERAL 0 o. CD e, @PVC FEMALE ADAPTOR • • •O. •<5b•, (ONE REG. EACH SIDE) ·.·J:% NOTE, I. ALL THREADED CONNECTIONS TO BE '-----------{"! l/llRAPPE:D l/11/ TEFLON TAPE OR EQUAL SECTION NOT TO SCALE NOTES, I. ALL MET AL THREADS SHALL BE V'IRAPPED V'IITH TEFLON TAPE 2. THE INSTALLING CONTRACTOR SHALL GAIN APPROVAL. OF THE BACKFLOV'I ASSEMBLY DETAIL V'IITH THE BACKFLOV'I INSPECTOR PRIOR TO INSTALLING BACKFLOV'I. '' '}-'.:!'}': Afi;: ,, i:, -i ffi2 HALI.ADAY, SUITE 203 ~~A.92705 <11)> 557.:.5a52 TO CD FINISH GRADE ---------------< I (i)FINISH cSRADE ,--------------------,2 {3)1" IN TURF AREAS 2" IN cSf<.OUND GOVE:R AREAS 24" 1211 @) AMTEK OR EQUAL JUMBO PLASTIC VALVE BOX l/111 2'-t," EXTENTION ANP LOCKINcS COYER l/11/ HEAT BRANDE:D 2" HlcSH LETTERS "FM" FOR "FLOl/11 METER" @)EXTENSION @ 24 INCH UPSTREAM MIN. LENcSTH (IO X SENSOR SIZE: FIFE DIAMETER) @) 12 INCH DOl/llNSTREAM ==~~~~"'7!~~._..,. MIN. LE:NcSTH (5 X SENSOR CONTROLLER '-----'--tlc-'-o--"'\cri'r---(,e, SIZE: PIPE DIAMETER) <R:J G)pyc MAINLINE FER 1i-,-.....,,-1---(•4 • LE.SEND (SIZE: FER FLAN) ~/,t--;)Uiif°~"'9ce~!if;~~'iezii~ 0 @FLOl/11 SENSOR lz ote:l.. q'S· w,_ ASSEMBLY FER LEcSE:ND ::0 f ,-,-0-, ·oeo -,--=~~·~."(_,,Jr-1;'1 FIFE SAME SIZE: ~ <R:) AS FLOl/11 SENSOR @t2" MIN . .FEA GRAYE:L BO" MIN'------f----,lo DRAIN SUMP (@) l/111 RES FROM FLOl/11 SENSOR TO CONTROLLER ~~t.~~Az~:iTIONS PER NOTES SECTION NOT TO SCALE • SECTION NOT TO SCALE NOTE, , THE CONTRAC TOI'<. SHALL OFF-SET THE CONC.. C.URB TO CONFORM TO THE ._,_BAC.KFLOV'I DEV.IC.E C.ONFIGURATION 42~r ... · J SIZE PER BACKFLOW IN FIELD . I' • _I 11 I fl I! l I 11 l J 11 J 11 I 11111111 IJI IM 1111111111)-! 1.1 I I l'ri ll t I 111'11111± ~-~ . . ' .. CD STRONG BOX BACKFLOV'I ENCLOSURE FE.R LECS.END. @SEE BAC.l<FLOW DETAIL THIS SHEET ..:; dl @) 4" DEPTH OF Pl;;A <S,RAVEL © -..•• ~·•· I 9gg 80° 80 0 80°. 8oo 8~o : . • a\ AS 5HOV'IN. IJ) Ii) CV C.ONCl'iU:TE SASE WI c ..., = 8 0 ~~--,.,....,,., • -0 .· . ... ,· . .. .. ENC.LOSURE ANCHORS MED, ~ ~ fi:i:\ BROf'M. • FIN. E:>" DEEP MIN. 1.::::J REC.OMPAC.TED SUB- &RADE PER STRIJC.T. r 80° 80° t, ;J-...:C.._-"'-'-l...,___...:?' ___ -'-"--__ ----1 SOIL.$ REPORT. =11111 l I I I I l 1111111 1111 l"I I~ l"I; 11111111 I l I I 11111 II I JI I I I lt0IJ r111 I~ ........ _,.. @ #B Rl;'--BA.R C.ONT. IN CONC. TYP. 30" ~--------------'!CD ±' '~' 1111111111111111111111111,~ 11111111111111111111111111 ,l, 111111111111111111111111111111111111111111111111111111± J < FLOY'! ---"_'--------!B ~_,_,·4 CD FINISH cSRADE I" IN . TURF AREAS @ROUND PLASTIC VALVE BOX.BROOKS,AMETEK OR EQUAL l/lllTH LOGKIN$ GOYl::R r;/ HEAT BRANDS, 2" HIGH LETTER$ "cSV" !"OR UG-ATE VAI-Vl:11 @FINISH cSRADE 2" IN · cSROUND COYER AREAS @)i&" DIAME:TER PVC FIFE EXTENSION LENGTH AS REG<UIRED @.sATE VALVE FER LEcSEND @PVC MAINLINE FER LEGEND G) PVC MALE ADAPTER mo (2) REQUIRED @oNE (I) CU. l"T.QF l"EA GRAVEL AT BASE 01" VALVE BOX 12' DEEP. ~----------1, NOTE, ~-----,--------"\iB I. ALL THREADED CONNECTIONS SHALL BE l/llRAFFW l'IITH TEFLON TAPE SEC,TION NOT TO SCALE H 6ATI= VALVE: UJ :J Cl) Cl) -z 0 -1-- () :J er: 1-- (./) z 0 0 ....... T""" :ff:: .~ ::> 0 z UJ 0 Cl <( ....... 1-- UJ Cl) Cl co ....... O') :ff:: FEB o 3 2005" ~------{3 ~-----<.4 -- --T Ill I II II I Ii' I I I Ii 11: I l=-1 ' • '------------G) CD BUBBLER HEAD PER LEGEND @ PVC SCH. 80 NIPPLE LENGTH AS REQUIRED @ANTI-DRAIN VALVE PER LEGEND @ FIN5H GRADE @ PVC STRt:ET ELLS 2 REQUIRED . @PVC LATERAL LINE • FITTING G) PVC LATERAL LINE NOTE, I. ALL THREADS TO BE V'iRAPPED V'ilTH TEFLON TAPE OR EQUAL. NOT TO SCALE CD IRRIGATION VALVE BOX TYP. @IRRIGATION QUICK COUPLER TYP. @ PLANT SHRUBS BETV'<EEN VALVE BOXES PER LANDSCAPE ARCHITECT. TOP OR TOE OF SLOPE = \) .------12 _, 4'-0" MIN 4'-0" MIN 35-1 35-2 -1-----,F--Q.C. BACK OF CURB OR l"IALK NOTE, FOR CONDITIONS THAT DO (NOT) CONFORM TO THfS EXAMPLE, NOTIFY LANDSCAPE ARCrjJTECT. F'LAN VIEJIII NOT TO SGALE E TYP. VAL.VE BOX HORIZONTAL. ALIGNMENT CONSULTANTS DATE: BY: DESCRIPTION OF REVISION: ,,..-------_c..-----,, I ,---------i:2 N 12" CLR. \1 I J'I 111 J'I 111f'll~I I 111 111. , 1 _, -5 -1, ~---le, l 6" l '~---------<G) '1,r-------,,1- SHPc.US HE:AO APP'D. CD l"IALL V'iHERE OCCURS . @ SHRUB HEAD PER LEGENO @. RAIN BIRD PA-8S-PRS PRESSURE RE<S>ULATIN<S> SHRUB ADAPTER @ FINSH GRADE ® @ PVC SCH.80 NIPPLE LENGTH AS REQUIRED STREET ELLS 2 REQUIREO-ONE PVC AND ONE MARLEX · G) PVC LATERAL LINE AND FITTING @ ANTI-DRAIN VALVE PER LEGEND. (AS NEEDED) 5EGTION . NOT TO SC,ALE i I i----------------i I CD 3." AT EDGE OF PAVNCS. • OR 12" AT l"IALL ,------------\2 @ POP-UP HEAD PER LECS.END i--------------a@ @ FINISH GRADE @) I" IN TURF AREAS, 2" IN • • GROUND COVER . 4 @ PVC NIPPLE • LENGTH AS REG. (2"MIN) .•. •·.. 5 @ PVC-ELL (TXT) ~ G) MARLEX STREET ELL ~-®ANTI-DRAIN VALVE PEI<. .,------= ~ LEGEND (PROVIDE ANTI- N . '-V DRAIN VALVE ON HEADS ~ V'ilTHOUT FACTORY ANTI- • 1/cJ DRAIN VALVES ----@ @) PVC NIPPLE ~ LENGTH AS REQUIRED ,---""'Ii r",;r41---'k--'---,, @ PVC LATERAL LINE PER LEGEND 0 @ PVC LATERAL LINE ----, FITTINCS. NOTES, ALL THREADED CONNECTIONS TO BE V'iRAPPED V'ilTH TEFLON TAPE OR EQUAL. 5EGTION • NOT TO SC,,ALE C FOF-UF HE:AD PLANS f PREPAREd, BY: 4 ;i s :r N e, CD ROTOR HEAi:> PER LEeENP · @ WR PVC SCJ!, 4G> NIFFl.e @ ANTI-DRAIN EXCESS FLOJ"I VAL VE PER LE$ENP • @ WR F'Ve, SC.HAO NIPPLE U:N$TH A$ REGUIRE\?, @ V.I.T, ffilST TIE 1$ANr>S • ~%'~~~~~~ HEAP) @ INR.f'VC SC.H; 40,TEE At;J;> LATEML I.IN!: INS:tA!..U:D • ON Gt;V;DE ~ LEc;;ENr> •• • G) WR PVC. STf<EET EU. mo r2> ~Gl/1~ • @ FIN1$H 6AADE • . @ "4 X24" REBAR l'IITH 'J' HOOKE'P AADlt/5 AT ONE ENO TO HOI..P PIPE • INSTALL AT 5' ON C.ENTER MAX. @ #4· ,K-~0" REBAR (TYF'J INST "'1-L TO Jt/ST 6ELOl'i NOZl!LE NOTES, ALL THREADEP C.ONNl:CTJONS TO BE V'RAF'F'ED l'IITH TEFLON TAPE OR EGUAL. 5EC,,TION NOT TO SGALe ::c ~- ~ ~ ~ II.I z z IL .() () \) t ~ \) it 'q" 0 ......... C') T-......... CX) w :::J CJ) CJ) ....... z 0 -I--~ ~ CJ) z 0 () ......... ,-- ~ -~ :::J 0 z w 0 0 <( ......... 1--w en 0 -co \ . . . : '• ' ·:·•' ! • ·-, ---. . o.,·, -·' ·' . ,. ,, '' 'st . I -Q l IRRIGATION EQUIPMENT LEGEND (() ,, t ' ... (() Preaaure-cornpenaatlng Device Performance Data l REFERENCES i ' . i ' ' (I) ' ' ,. 2 i DETAIL DETAIL NOTES ij 0 ' SYMBOL MANUFACTURER AND MODEL Desc, GPM Radius GPM Radius GPM Radius GPM Radius GPM Radius GPM ·Radius GPM Radius GPM . Radius ; SHEET Ll-6 Ll-7 Ll-9 so 0.11 • f0.19l (S) 0.19 5 0.19 s 0.19 5 0.19 s 0.19 5 0,19 6 ' WATER MITER, SIZE PER PLAN -INSTALL PER CIVIL ENGINEERS PLANS I}_ D ST 0.12 • (0.201 (51 0.21 5 0.22 s 0.22 5 0.22 s 0.22 s 0.22 s ; IWI - - V SH 0.11 2 0.20 • 0.30 5 0.3-1 5 0.32 5 0.33 5 0.33 5 0.33 5 i NOT SHOWN ' ELECTRIC SERVICE FOR IRRIGATION CONTROLLER INSTALL PER ELECTRICAL PLANS --v. STT "· • 0.44 5 0.47 5 0.48 5 0.48 5 0.48' 5 0.-48 5 ,, 5TQ • ~ . • o.so 5 053 5 0,57 5 0.57 s 0.57 5 0.57 5 ' FEBCO 825Y REDUCED PRESSURE TYPE BACKFLOW DEVICE W/ (20 MESH) 'y' STRAINER, TEST COCK CLEAN OUT VALVE, COVER C,D -5r 0.25 5 0.!9 5 (0.621 [5J 0.67 5 0.88 s o ... 5 0.66 s ' B V r BACKFLOW ASSEMBLY W/ FOAM PIPE INSULATION WRAPPED W/ 10 MIL PLASTIC PIPE TAPE. INSTALL PER DEfAIL. 80 us a 0,43 9 0.43 .9 0.43 • l V.J.T. BACKFLOW ENCLOSURE MODEL #SBBC-30SS (STAINLESS STEEL), ROLLED TUBE & OPEN WIRE CAGE W/ LOCKABLE MOUNTING BASE. {0.421 f8l • 0.-42 8 0.43 9 ' ST 0.29 6 0.35 I 0.41) ,a, 0.43 8 0.46 8 . 0.46 B 0.46 • ' ' BH 0.28 • 0~50. a 0.65) (9) 0.85 ' 0.87 9 0.88 • 0.87 9 ~ WILKENS #510 PRESSURE REGULATOR (SPRING RANGE 75-125 PSI) J -V . . 8TT 0.28 2 0.50 7 0.70 a f1.12} .. , 1,17 10 1.19 10 1.20 10 e GRISWOLD MASTER VALVE. MODEL 2000 SERIES NORMALLY CLOSED MASTER VALVE. SIZE PER PLAN. (FOR RECLAIMED MAINLINE) 8TQ 0.26 1 -0.50 • 0.70 8 f1.21\ ,,o, 1 .41 11 1-.44 11 1,46 11 , F -V ar 0.25 1 o;so • 0,5B 6 1.00 9 '1,421 t 101 1.46 10 1,46 10 e RAIN BIRD #44D-LRC QUICK COUPLER VALVE WITH VINYL COVER. (POTABLE LOCKING COVER). INSTALL D.N MAINLINE AT 200' ON CENTER PER PLAN. E ' \I ' 100 -0.31 7 0,37 10 ro.so1 ,, n 0.63 12 0.64 11 0.64 11 0.64 11 e GRISWOLD OW SERIES REMOTE CONTROL VALVE. SIZE PER PLAN. (INSTALL ON RECLAIMED MAINLINE ONLY) I -V . :J: 10T 0.24 ,4 0.50 10 _ t0.661 11' o.aa 11 0.90 11 0.91 11 0.90 11 ,, ~ 10H 0.30 • 0.57 B 0,75 10 t1.16J l 101 1.20 10 1.21 11 1.21 11 ' [I RA!N MASTER FLOW SENSOR. MOD~L #SIIFM, SIZE PER PLAN. RAIN Mt,STER FLOW SENSOR CABLE MODSL#. EV-CAB-SEN. G -V 10TT 0.26 2 0 •1 • 0.57 7 • •0 11 .55 " 1 11 • 63 11 ! I!! 10TQ 0.53 6 0.61 7 1.09 10 fl.6tl I 10J 1.69 10 1.71 11 I. EB NIBCO T-113 GATE VALVE. SIZE PER MAINLINE. H -V IOF o.ss 1 1 .19 • 1,51 0 (2.061 {1-1 J 2.21 10 • ~ ' □ RAIN MASTER EVOLUTION DX2 CENTRAL CONTROLLER. .r A, B -V 120 0.30 5 .... 12 • -<0.71) (12'1 0.78 13 0,77 12 0.78 13 0,79 13 "' HYSROSCAPE MODEL# (MASTER) HS16-SDX-XX-S/HSDX-03/HSDX-RF /HSEV-RADF /HSEV-ANT -FD, (SLAVE) HS16-SDX-XX-S/HSDX-03/HSDX-HW ~ i 12T 0.27 3 o;so. 9 0,70 It (1.00) (12) 1.01 12. -1.04 12 1.04 12 i INSTALL IN A STRONG BOX STAINLESS STEEL TOP MOUNT CONTROLLER ENCLOSURE. ASSEMBLED BY HYDROSCAPE. CONTACT TOM GENTILE AT 909-461-0942. q 12H 0,29 1 0.54 • 0.63 7 1,05 12 (1.69) {13} 1.79 ,. 1.80 14 NOTE; USE MODEL / PART # "EV-CAB-COM" TO CONNECT ALL CONTROLLERS ~ 12TT 0.45 4 0.61 s 1.29 10 uo 13 {2.35' r12, 2.41 12 l Ill 12TQ 0.49 5 o.s1 • 1.25 11 1.80 12 f2.20l 1141 2.29 13 ~. DOMESTIC WATER IRRIGATION SYSTEM~MAIN LINE (BURY 24" BELOW FINISH GRADE), SCH. 40 PVC-1 1/2" AND SMALLER, CLASS 315 PVC-2" AND LARGER. c,DHE,F -V z 12' 10 2,10 11 11 ----G, 11,J 0.57 4 1.17 7 1.a2 3.22 r, IL ff D V C) \) t-: ----SCHJ;:DULE 40 UVR'-PVC LATERAL LINE (INSTALL ON GRADE). STAKE AT 5' O.C. PER DETAILS. 150 . 0.28 3 0.52 10 0.11 14 f1.30l 151 1.45 16 1.49' ,. 1.51 16 ?:: z 15T 0.50 7 0.60 • 1.10 14 {1.79) (15) 1.94 15 1.99 15 !l'.-CLASS 200 PVC LATERAL LINE (BURY 12" BELOW FINISH GRADE) I A,B,C V <( 15H 0.53 3 0.62 s 1.25 ,, 1.65 15 (2.59) l 171 2.71 17 ,-, ..J i;c;; \) ll. 15TT 0.54 2 0.62 3 1.21 9 1,79 13 2.20 11 (2.1s' r1s, ~;". SCHED. 40 PVC MAINLINE, LATERAL LINE ANO WIRE SLEEVJ;S-BURY 24" BELOW FINISH GRADE. --V ----15TQ 1.18 • 1.n 10 2.80 15 fZ,811 (161 , ,.? ,sr 8 9 3.30 13 ' >c.• NOT SHOWN CONTROL AND COMMON WIRE #14 AWG-UF (600-VOLT DIRECT BURIAL) SOLID COPPER WIRE _(BURY WITH MAIN LINE) UL APPROVED. A,F,G,I -V 1.16 3 1.74 VIS ·F ' ,- ' f . ~ 9-SST 0.29 5,2 0.47 7x10 o.ss 7x12 1.20 9x18 1 .76 11x22 1.76 11, 1.99 11x22 . . ' ,,, ' 0 4-SST 0,26 1'6 0.47 2x20 0,57 3x24 1.00 .,!O 1.50 4x34 1.54 4x34 1,57 4x34 ' 1.57 1 . .. 4-CST . 0.26 1,6 0.47 2x20 0.57 3'2• 1.00 .. .., 1.50 4x34 1.54 4x34 4x34 ......... 4-EST 0.29 "" 0.50 .,,, ro.ss, l4x18' 0.78 4x18 0.75 4x1B 0.74 4x18 0.76 4x18 , .. _ 45-SST 0.25 2,s 0.51 :.xta ro.661 {4x18l 0.84 4x1B 0.84 4x20 o.s-4· 4x20 0,87 4x20 CW) 2-SST 0.12 2><B f0.161 12x6J 0.19 2'6 0.17 2,6 0.17 3,5 0.17 3,6 0.17 3,6 0.17 3,6 .,-... ' S9-90 0.25 2 (0.471 (71 0.56 9 1.22 17 1.41 18 , .... ,. 1.46 19 ......... SB-180 0.25 1 0.50 2 (Q.61 l m 1.22 9 1.87 15 2.30 14 2.43 15 IRRIGATION HEAD LEGEND CX) SB-350 0.23 1 0.-<5 1 l!.S4 2 \ 1.12) [4) 1.79 9 2.50 11 3.59 14 SB.-2-180 0.25 2 (Q.47' ,,, 0.56 9 1.15 16 1 . .35 17 1.38 18 1.40 20 ' ' (/)Iii a.: SB-4-180 0 24 1 2 l0.61 l m 1.21 10 1.83 14 2.'>7 17 2.41 17 ' . 1 REFERENCES ! ::::>w -cc PATTERN & GPM .35-SSQ 0.25 5 0.48 13 0.70 18 C1,l2l _ (181 1.23 18 1.27 18 1,27 18 ~ -IL U:c: j.:; ~~ w---.35-SSH 0.23 1 0,4G 7 o.ss • 1.16 18 uo 1S 2.01 14 2,19 14 i-. 35-SSf 0,46 3 Q,53 3 1.15 ' 1.80 15 2.00 ·18 3,34 18 SYMBO~ C:5 F H a V DETAIL DETAIL NOTES MANUFACTURER AND MODEL cc::. a..z REMARKS SHEET Ll-6 Ll-7 Ll-9 10-SSQ 0.24 s 0,47 15 0,70 15 {1.131 {171 1,19 17 1.20 17 1.21 17 • 0 o f•-TORO 570Z-12P-XF-COM-15-XX-PC 12" POP-UP 30 15 1.49 3,00 1.50 0.75 v.,o· MPR PLUS SPRAY NOZZLES (90'-360') NOTE 2 -C V 10-SSH 0.23 1 0.-<5 4 0,54 4 1.14 13 , ... 15 2,44 18 2,89 16 3.00 10-SSF' 0.47 2 0,56 2 1,18 9 1 .76 14 2.00 .. 3,53 14 Ii] lil .! 'llii TORO 570Z-12P-XF-COM-15-XX-PC SHRUB POP-UP 30 15 1.49 3.00 1.50 0.75 vfoo-MPR PLUS SPRAY NOZZLES (90'-360') NOTE 2 -C V FB-25 0.25 ' a.so 0.70 1.00 1..40 2.00 3.00 @@®~ TORO 570S-XF-15-XX-PC SHRUB STO. 30 15 1.49' 3.00 1.50 0.75 0.75-MPR PLUS SPRAY NOZZLES (90'-360') NOTE 1,2 -B,D V . J.00 FB-50 0.25 0.50 0.70 1.00 1.40 2,00 3.00 "r * ¥ TORO 57DZ-12P-XF-COM-12-XX-PC 0.48-MPR PLUS SPRAY NOZZLES (90•-350•) NOTE 2 C FB-100 0.25 0.50 0.70 1.00 1.40 2.00 3.00 I 12" POP-UP 3D 12 1.49 1.92 0.96 0.48 -V ' 1.92 F'B-200-ADJ 0.25 0.50 0.10 1.00 1.40 2.00 3.00 ., ', Ill Ill Iii TORO 570Z-12P-XF-COM-12~xx-Pc 30 12 0.48 0.48-MPR PLUS SPRAY NOZZLES (90.-360') NOTE 2 -C V SHRUB POP-UP 1.49 1.92 0.96 1.92 Performance shown at 75 psi (5,2 Bar) ";' L 'I @@ TORO 570S-XF-12-XX-PC SHRUB STD. 30 12 1.49 1.92 0.96 0.48 0.4S-MPR PLUS SPRAY NOZZLES (90"-360·) NOTE 1,2 -8,D V . 1.92 RadTus shown In feet ., • V: TORO 570Z-12P-XF-COM-10-XX-PC 12" POP-UP 30 10 1.49 1.33 0.66 0.33 O.JJ MPR PLUS SPRAY NOZZLES (9D'-360') NOTE 2 -C V .~,. 1.33 . 0.00 = Standard PCO. Using PCO's ·below this range may produce undesirable nozzre performance . .it Iii Ail -~ 0.33-·c V TORO 57DZ-12P-XF-COM-10-XX-PC SHRUB POP-UP 30 10 t.49 1.33 0.66 D.33 MPR PLUS SPRAY NOZZLES (90'-360·) NOTE 2 -w (0.00) = PCD benefits {decreased fogging and pressure reduction) may not be reollzed when using PCD's above this range. 1.3.3 ~@@® TORO 570S-XF-10-XX-PC • SHRUB STO. 30 10 t.49 1.33 0.66 0,33 0.33-MPR PLUS SPRAY NOZZLES (90•-350·) NOTE 1,2 -8,D V ::::> 1.33 ♦ ♦ ♦ (♦ TORO 57DZ-12P-XF-COM-8-XX-PC 12 .. POP-UP 30 8 1.54 0.85 0.44 0.22 0.22-MPR PLUS SPRAY NOZZLES (90'-360') NOTE 2 -C V Cl) . 0.85 rii Iii ljl I TORO 570Z-12P-XF-COM-8-XX-PC 0.85 0.22-MPR PLUS SPRAY NOZZLES (90'-360') C V SHRUB POP-UP 30 8 1.54 0.44 0,22 0.85 NOTE 2 -Cl) u@ I 0.44 0.22-MPR PLUS SPRAY NOZZLES (90.-360') B,D V • i TORO 570S-XF-8-XX-PC SHRUB STO. 30 8 t.54 0.85 0.22 0.85 NOTE 1,2 --i!J I!] J u TORO 570Z-12P-XF-COM-5-XX-PC SHRUB POP-UP 30 5 1 .61 0.35 0.18 0.09 0.09-MPR PLUS SPRAY NOZZLES (90'-360') NOTE 2 -C V 0.35 z @ @( ~t ,, TORO 570S-XF-5-XX-PC • SHRUB STO. 30 5 1.61 0.35 0,18 0.09 0.09-MPR· PLUS SPRAY NOZZLES (9□•-360') NOTE 1,2 -B,D V 0.:35 0 Iii i TORO 570Z-12P-~F-COM-4-SST-PC SHRUB 30 4X30 1.41 -0.88 - - MPR PLUS SPRAY NOZZLE? NOTE 2 -C V r, A -♦ TORO 514-20 BUBBLER 30 3 --.25 --500 SERIES UNr,JERSAL FLOOD BUBBLERS NOTE 1 -V I-r .... 4 I TORO S700HP-PC-20-SA (90') 12" POP-UP 40 40 .14 --t.86 -PART CIRCLE HEAD WITH #2.0 NbZZLE NOTE 3 -C V () ' s i TORO S700HP-PC-30-SA (180') 12" POP-UP 40 40 .21 -3.12 PART CIRCLE HEAD WITH #3.0 NOZZLE NOTE 3 -C V .. , - - ::> '' 6 "' TORO S700HP-FC-75-SA (360') 12" POP-UP 40 .36 6.94 FULL CIRCLE HEAD WITH #7 .5 NOZZLE -C V . l,u-' 40 ---,,-~ a: ;,ik .J ' TORO XP 300HP (255',195',18D',165',115',90') SHRUB POP-UP 35 39 .63 -3.72 2. 15 2.75 PART CIRCLE HEAD WITH #1D NOZZLE NOTE 1,3 -C V ':"' !. ~~ !> ' TORO XP 300S (255", 195·, 180', 165", 115',90') SHRUB STD. 35 39 .63 -3.72 1.86 2.38 PART CIRCLE HEAD WITH #09 NOZZLE NOTE 1,3 -B V I-i (3so·J FULL CIRCLE HEAD WITH #10 NOZZLE B Cl) ~ ', TORO XP 300S SHRUB STD. 35 39 .41 ,· 7.43 ---NOTE 1 -V . • . / •' .. :. .,.,. Cl ; _.,. TORO 340-12-15(270',225·,202·,rno·,15,, 135', 112•,90•) SHRUB. POP-UP 35 26 .63 • -2.68 1.34 1.67 PART CIRCLE HEAD WITH OMNI NOZZLE -C V z NOTE 1 3 II . TORO 340-10-15 (270",225',202', 180', 157', 135', 112',90') SHRUB STD. 35 26 .63 2.68 1.34 1.67 PART CIRCLE HEAD WITH OMNI NOZZLE -B V 0 -NOTE 1,3 • -· J; l TORO 340-10-15 (360') SHRUB STD. 35 26 .63 5.35 B V ---FULL CIRCLE HEAD WITH OMNI NOZZLE NOTE 1 . () NOTE 1 I USE ANTI-DRAIN DEVICES ON ALL SHRUB HEADS TO PREVENT LOW HEAD DRAINAGE-KING. BROTHERS KC 050DT, 0750T CHECK VALVE. NOTE 2 IN PLANTING AREAS LESS THE 15' OR 1 O' THE CONTRACTOR SHALL INSTALL PCS SCREENS PER THE PCS LEGEND THIS SHEIT. ......... NOTE 3 ( GPM ON VAN NOZZLES VARIES DEPENDING ON FIELD ADJUSTMENTS. FROM THE 1 / 4 HEAD GPM TO THE FULL HEAD GPM ,- 1.,· =I: t ' r:: ~ ::::> ' Cl ' "'.,.;;: , in ' z i,;\;:., t,,-r: IRRIGATION SPECIAL PROVISIONS ·t:ft.:,'. w ?-;h; ' 1. DOMESTIC WATER/RECLAIMED WATER: REFER TO THE IRRIGATION NOTES SHEET Ll-9 FOR ALL DOMESTIC Cl .,. __ ,._ -AND RECLAIMED WATER IRRIGATION WORK Cl --·:··,y 2 ASSURE THAT NO "RECLAIMED WATER" IS INSTALLED PAST "PRIVATE PROPERTY" LINES. THIS INCLUDES ANY <( ' GATED ENTRIES TO HOMES, BACK YARDS, OR ANY AREA UNDER THE CONTROL OF THE INDIVIDUAL HOMEOWNER. ! ......... I 3. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM I-; COVERAGE WITH MINIMAL OVERSPRAY ONTO WALKS, STREETS, WALLS, ETC. THIS SHALL INCLUDE SELECTING I THE BEST DEGREE OF ARC AND/OR RADIUS OF NOZZLE AND/OR PRESSURE COMPENSATll'!G SCREEN TO FIT w I EXISTING SITE CONDITIONS. rJ) •~ L.-,, I Cl I ' ' ~--co ' ......... ' ' ~' CW) ' ~]" ' =I: ·c; "·f .1 . ' ' < ' --' . .. , <( ,• l- ' I--I . ~ co ::::> CONSULTANTS DATE: BY: DESCRIPTION OF REVISION: APPD. 'PLANS HRP' ~ ,>HJS~ CITY OF NEWPORT BEACH Cl) (A•K/ s .'i\. IRRIGATION LEGENDS LANDSCAPE PLAN CHECK NO PREPAREr BY: i :rr. {j'.1/9"\ ~ BAY VIEW LANDING PARK >-' 0 %£2 e•11 :-ii I----)''l j i'i\ PROJECT STATUS LANDSCAPE PERMIT NO. LANDSCAPE DEVELOPMENT PLANS HRP LAND£S!GN £XPRESSL.'( RESERV£$ ITS COMMON ' q'_11,.W::,O/ 'i. . £l z ' CITY OF NEWPORT BEACH, CALIFORNIA LAW COPY~IGHT ANO OTHtR PROPERTY RIGHTS IN 3242 HAUADAY. ~ 203 THESE PLANS, THESt PLAHS ARE NOT TO 8t SANTA~CA 92 LAN DESIGN ~~ Data~• OWNER ISSUE 2/4/04 BID ISSUE 7/30/04 IJ.J R£PR-ODIJC£0, CH-ANOEO, OR COPIED IN ANY FORM LICENSE# ;. Expires 4-30,,05 ~"r AGENCY ISSUE CONST. ISSUE PAO.Ear NO; C4881 OR MANNER WtfATSO£VER, NOR ARE THEY TO BE (714) 557;,.5852 PLANNING 4/27/04 Ll-8 CITY OF NEWPORT BEACH .C, ASSIGNED TO A THIRD PARTY WJTHOUT nRST LANDSCAPE AROHITEC'IVRE OBTAINING THE WRITTEN PERMISSION AND· CONSENT IJ!lBANDES!GN ~ OF QAt,.\fO~ DRAWN BY: CCP I CHECKED BY: EPP I DATE: V28/04 PUBLIC WORKS DEPARTMENT '"'"" 1sa:a <( Or tfRP LANPESIGN. '! .\ " • •-• .. • -•.a·•,. • . : . ' • FEB O 3 ZD05 i " ., CONSULTANTS I. CONTRACTOR'S IRRIGATION. WORK RESPONSIBILmES A. SCOPE OF WORK: THE CONTRACTOR SHALL PROVlDE ALL LABOR, MATERIALS, TRANSPORTATION, AND SERVICES NECESSARY TO FURNISH AND INSTALL A COMPLETE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. B. CONFORMANCE: ALL IRRIGATION WORK SHALL CONFORM TO APPLICABLE LOCAL, COUNTY ANO/OR STATE CODES, REGULATIONS AND RULES. C. LICENSE: ALL WORK SHALL BE PERFORMED BY A C-27 CAllFORNIA LICENSED LANDSCAPE IRRIGATION CONTRACTOR. D. PERMITS AND INSPECTIONS: THE CONTRACTOR SHALL OBTAIN, COQRDINATE AND PAY FOR ANY AND ALL PERMITS, FEES AND A9,ENCY INSPECTIONS AS REQUIRED. E. INSURANCE: THE CONTRACTOR SHALL CARRY ALL WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE .INSURANCE AS REQUIRED BY ALL APPLICABLE CODES, REGULATIONS AND BY THE OWNER (JOB SUPERINTENDENT): F. SITE VERIFICATION: PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY, AT THE SITE, ALL CONDmONS AND DIMENSIONS SHOWN ON THE PLANS NECESSARY TO ACHIEVE THE INTENDED DESIGN OF THE IRRIGATION SYSTEM. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER {JOB SUPERINTENDENT) IMMEDIATELY. (}. UABLE FOR ENCROACHMENT: THE CONTRACTOR SHAU. BE RESPONSIBLE ANO LIABLE FOR ANY ENCROACHMENT INTO ADJACENT PROPERTY, RIGHTS-OF-WAYS, EASEMENTS, SET-BACKS OR ANY OTHER . LEGAL PROPERTY RESTRICTIONS EITHER MARKED OR UNMARKED. H. POINT OF CONNECTION VERIFICATION: THE CONTRACTOR SHALL VERIFY THE STATIC PRESSURE, METER SIZE AND SIZE OF SERVICE TO METER (P.O.C.) AT EACH POINT OF CONNECTION. I. FIELD STAKING: PRIOR TO INSTALLATION, THE CONTRACTOR • SHALL LOCATE BY STAKES OR OTHER MEANS ALL PRESSURE SUPPLY LINES, CONTROL EQUIPMENT, GROUND COVER DELINEATIONS AND HEADS FOR APPROVAL BY THE OWNER (JOB SUPERINTENDENT). J. K. COORDINATION OF ACTIVITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF HIS ACTMTIES WITH ALL OTHER TRADES THROUGH THE OWNER {JOB SUPERINTENDENT). INTENDED DESIGN COVERAGE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETION, MODIFICATION OR REVISIONS OF THE SYSTEMS AS NECESSARY TO MAINTAIN THE CONSISTENT COVERAGE DESIGN Of THE CONTRACT DOCUMENTS. ANY DEVIATION FROM THE CONTRACT DOCUMENTS SHALL HAVE THE PRIOR WRlfilN APPROVAL OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT. L NOTIFICATION OF DISCREPANCIES: ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND/OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION ANO COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTlENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK IS AT THE CONTRACTOR'S RISK AND EXPENSE. M. IRRIGATION PLANS: THE IRRIGATION PLANS, INCLUDING PIPING AND EQUIPMENT LOCATIONS, ARE DRAWN DIAGRAMMATICALLY. THE CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS TO THE SYSTEM AS REQUIRED TO AVOID PHYSICAL ELEMENTS AND CONFORM TO THE SITE CONDITIONS. IN ALL CASES, THE CONTRACTOR SHALL INSURE THAT THERE ARE NO CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTING AND CONSTRUCTION ELEMENTS, AND EXISTING UTILITIES. N. ELECTRICAL CONNECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL ELECTRICAL CONNECTION FROM POWER SOURCE TO CONTROLLERS AS INDICATED ON THE PLANS WHERE APPLICABLE. O. LIABLE FOR DAMAGE: THE CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ALL UTILITIES, CONSTRUCTION, IRRIGATION AND PLANTING ELEMENTS, EITHER MARKED OR UNMARKED. AND SHALL REPAIR OR REPLACE DAMAGE TO ITS ORIGINAL CONDmON IN A MANNER ACCEPTABLE TO THE OWNER (jOB SUPERINTENDENT). P. LIABLE FOR LOSS: THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY LOSS TO HIS EQUIPMENT, PARTS AND MATERIALS ON THIS PROJECT UNTIL COMPLETION AND ACCEPTANCE OF THE JOB IN WRITING FROM THE OWNER (JOB SUPERINTENDENT). Q. AS BUILTS: THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO 1. R. s. T. Q, l>. c. d. •• f. g. DATE A COMPLETE 'AS BUILT' RECORD SET OF-PRINTS WHICH SHALL BE CORRECTED DAILY. AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. DRAWINGS SHALL SHOW APPROVED SUBSTITUTION~ AND FINAL CHANGES, IF ANY, OF MATERIAL INCLUDING MANUFACTURERS NAME AND CATALOG NUMBER. BEFORE THE TIME OF THE FINAL. INSPECTION, THE CONTRACTOR SHALL TRANSFER ALL INFORMATION FROM THE 'AS BUILT' SET AND FIELD STAKING OF ALL EQUIPMENT LOCATED ON THE MAINLINE AND CONTROL WIRE LOCATION TO A REPRODUCIBLE SEPIA, PROCURED FROM THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT. ALL WORK SHALL BE NEAT AND LEGIBLE. THE CONTRACTOR SHALL CERTIFY REPRODUCIBLES AS TO ACCURACY AND COMPLETENESS, ALL WORK SHALL BE NEAT AND LEGIBLE IN INK AND SUBJECT TO THE REVIEW OF THE LANDScAPE ARCHITECT AND APPROVED OF BY THE OWNER. J THE CONTRACTOR SHALL DIMENSION FROM 2 PERMANENT POINTS OF REFERENCE, IE: BUILDING CORNERS, SIDEWALK OR ROAD INTERSECTIONS,ECT.) THE LOCATION OF THE FOLLOWING ITEMS: POINT OF CONNECTION. ELECTRICAL SERVICE CONNECTION. GATE VALVES. ROU'tlNG OF SPRINKLER PRESURE LINES (DIMENSION AT EVERY CHANGE IN DIRECTION / FITTING LOCATION. SPRINKLER CONTROL VALVES . ROUTING OF CONTROL WIRING. QUICK COUPLING VALVES. CONTROLLER CHARTS: PROVIDE 2 CONTROLLER CHARTS FOR EACH CONTROLLER. THE CHART SHALL BE A REDUCED DRAWING OF THE APPROVED AS-BUILT AND SHALL SHOW THE AREA CONTROLLED BY THE CONTROLLER. THE CHART SHALL INDICATE WITH A DIFFERENT COLOR THE AREA OF COVERAGE FOR EACH STATION. WHEN COMPLETED AND APPROVED BY THE OWNER, THE CHART SHALL BE HERMETICALLY SEALED BETWEEN 2 PIECES OF 10 MIL PLASTIC AND TURNED OVER TO THE OWNER WHO WILL PLACE ONE {t) COPY INSIDE THE CONTROLLER DOOR. WRITTEN GUARANTEE: ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE PROJECT. THE CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE ON HIS LETTERHEAD AT THE TIME OF THE FINAL INSPECTION. GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM We hereby guarantee that the sprinkler irrigation system we hove furnished and installed is free from. defects in materials and workmonShip, and the work has been completed in accordance-with the-drawings and specifications, ordinary wear and tear and unusual or ne9lect excepted. We ogree to repair or replace· ·any defects in motenal or workmanship, including s·ettling of backfilled areds below grade, which may develop durlng the period of ·one year from date of acceptance and also to repair or replace· any damage resulting from the repairing or replacing of soch defects at no additional cost to the Owner. We shall make such repairs or replacements within 72 hours of notification that repair work is necessary. In the event of our failure to make such repairs or replacements mode at our expense and we will pay the costs and charges therefore upon demand. WRITTEN CERTIFICATION: THE CONTRACTOR SHALL PROVIDE A WRITTEN CERTIFICATION THAT THE IRRIGATION SYSTEM IS INSTALLED FREE FROM DEFECTS .IN MATERIALS AND WORKMANSHIP AND IN FULL COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS. THIS SHALL BE" ON THE CONTRACTOR'S LETTERHEAD WITH HIS IRRIGATION AND CALIFORNIA C-27 CONTRACTOR'S LICENSE NUMBER. u. V. TURNOVER ITEMS: THE CONTRACTOR SHALL SUPPLY TO THE OWNER (JOB SUPERINTENDENT), AS A PART OF THIS CONTRACT, THE FOLLOWING ITEMS PRIOR TO THE TIME OF THE FINAL SITE OBSERVATION: 1. A REPRODUCIBLE SET OF 'AS BUILT' DRAWINGS AS PER NOTE 'Q' ABOVE. 2. 3. 4. 5. THE ORIGINAL OF THE GUARANTEE LETTER. THE ORIGINAL OF THE CERTIFICATION LETTER. TWO (2) 5' KEYS FOR EACH AUTOMATIC CONTROLLER. TWO (2) SETS OF ANY SPECIAL EQUIPMENT REQUIRED FOR OPERATING, ADJUSTING, ASSEMBLING AND REMOVING EACH TYPE OF EQUIPMENT SUPPLIED ON THIS PROJECT AS REQUESTED BY THE OWNER. 6. TWO (2) QUICK COUPLER QUILLS .AND HOSE SWIVEL. OPERATION AND MAINTENACE MANUALS: PRIOR TO COMPLETION OF CONSTRUCTION, THE CONTRACTOR SHALL PREPAIR TWO (2) HARD COVER BINDERS WITH THREE (3) RINGS ·CONTAINING THE FOLLOWING INFORMATION: 1. INDEX SHEET STATING CONTRACTOR'S ADDRESS AND TELEPHONE NUMBER, LIST OF EQUIPTMENT WITH. NAME AND ADDRESSES OF LOCAL MANUFAC'lURER'S REPRESENTATIVES. 2. CATALOG AND PARTS SHEET ON EVERY TYPE OF MIATERIAL AND EQUIPTMENT INSTALLED. 3. COMPLETE OPERATING ANO MAINTENANCE INSTRUCTION ON ALL MAJOR EQUIPTMENT. . . W. STATE CML CODE TITLE 7: TO THE EXTENT THAT THIS PROJECT IS GOVERNED BY THE STATE CML CODE, THE CONTRA.CTOR SHALL CONFORM WITH THE FUNCTIONALITY REQUIREMENT OF TITLE 7 OF THE CML CODE. II. OWNER'S IRRIGATION WORK RESPONSIBILITIES A. CONSTRUCTION RESPONSIBILmES: THE OWNER WILL BE B. DIRECTLY RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTrON INCLUOJN!, ALL IRRIGATION INSPECTIONS. ALL FIELD MEETINGS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTlENDENT) TO THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL BE IN A SUPPORT OBSERVATION ROLE TO THE OWNER (JOB SUPERINTENDENT) PROVIDING INTERPRETIVE ADVICE ONLY IN ACCORDANCE WITH THE OBSERVATION SCHEDULE AS NOTED. DETERMINING LEGAL AND PHYSICAL ELEMENTS: THE OWNER (JOB SUPERINTENDENT) SHALL BE RESPONSIBLE FOR DETERMINING PROPERTY LINES, RIGHTS-OF~WAYS, TRACT BOUNDARIES, GRADES, EASEMENTS, UTILITY LOCATIONS (ABOVE AND BELOW GRADE) ANO ANY OTHER LEGAL OR PHYSICAL ELEMENTS AS REQUIRED FOR THE SUCCESSFUL COMPLETION OF THE WORK. THE CONTRACTOR SHALL NOT BE PERMITTED TO PROCEED WITH ANY WORK WITHOUT DETERMINATION OF THE ABOVE INFORMATION. C. SITE DISCREPANCIES: ALL DISCREPANCIES IN SITE CONDITIONS, DRAWINGS OR SPECIFICATIONS SHALL BE BROUGHT TO THE AffiNTION OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. IT IS THE OWNER'S (JOB SUPERINTENDENT'S) RESPONSIBILITY TO CONSULT THE LANDSCAPE ARCHITECT PRIOR TO ANY FURTHER WORK IN THAT AREA. ANY UNREPORTED DISCREPANCY AND CONTINUED WORK WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT SHALL BE AT THE CONTRACTOR'S RISK AND EXPENSE. 0. CONTRACT FULFILLMENT: ALL QUESTIONS RELATING TO INTERPRETATION OF THE DRAWINGS AND SPECIFICATIONS, QUALITY OF WORK AND ACCEPTABLE FULFILLMENT OF INTENT OF . THE CONTRACT DOCUMENT SHALL BE DECIDED BY THE OWNER (JOB SUPERINTENDENT) ANO LANDSCAPE ARCHITECT. CONCURRENTLY. Ill. REQUIRED FIELD OBSERVATION WORK A. REQUIRED FIELD OBSERVATION WORK: THESE PLANS WERE PREPARED WITH TH.E UNDERSTANDING THAT THE OWNER OF SAID PLANS WILL USE HRP LANDESIGN TO PROVIDE 'FULL' CONTRACT SERVICES INCLUDING FIELD OBSERVATION SERVICES DURING CONSTRUCTION. FAILURE TO USE HRP LANDESIGN TO PROVIDE AND COMPLETE THE FIELD OBSERVATION SERVICES SET FORTH HEREIN WILL SIGNIFlCANTLY INCREASE THE RISK OF LOSS RESULTING, AMONG OTHER CAUSES, FROM MISINTERPRETATION OF THE INTENT OF THE DESIGN, UNAUTHORIZED MODIFICATIONS THERETO, AND FAILURE TO DETECT ERRORS AND OMISSIONS IN THE PLANS AND SPECIFICATIONS BEFORE THEY BECOME COSTLY MISTAKES BUILT INTO THE PROJECT. THEREFORE, IN THE EVENT THAT HRP LANDESIGN IS OTHERWISE PRECLUDED FROM COMPLETING THE FlELD OBSERVATION SERVICES SET FORTH HEREIN, THE OWNER, OR SUBSEQUENT OWNER (INDIVIDUALS OR CORPORATIONS WHO HAVE PURCHASED THESE PLANS WITH THE PROJECT), AGREES TO HOLD HARMLESS. INDEMNIFY, AND DEFEND HRP LANDESIGN FROM ANO AGAINST ANY AND ALL CLAIMS. IV. LANDSCAPE ARCHITECTS IRRIGATION FIELD OBSERVATION SCHEDULE A. FJELD OBSERVATION COORDINATION: THE FOLLOWING OBSERVATIONS SHALL BE INITIATED BY THE CONTRACTOR AND COORDINATED THROUGH THE OWNER (JOB SUPERINTENDENT). THE CONTRACTOR SHALL NOTIFY THE OWNER {JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT NOT LESS THAN FORTY-EIGHT {48) HOURS, IN ADVANCE OF ANY OBSERVATION. CONTINUED WORK WITHOUT OBSERVATION AT THESE PHASES OF WORK IS AT THE CONTRACTOR'S RISK, WITH ANY REQUIRED CHANGE OR MODIFICATION AT THE CONTRACTOR'S EXPENSE. THE OWNER (JOB SUPERINTENDENT) SHALL INFORM THE LANDSCAPE ARCHITECT AS TO THE PURPOSE AND TIME· OF THE OBSERVATION FORTY-EIGHT ( 48) HOURS IN ADVANCE. 8. CONTRACTOR ORIENTATION/PRE~CONSTRUCTION MEETING: THIS MEETING SHALL BE CONDUCTED TO DISCUSS THE PLANS AND SPECIFICATIONS, POSSIBLE DISCREPANCIES, SITE CONDmONS AND OTHER ASPECTS OF THE PROJECT IRRIGATION WORK SUCH AS PERSONNEL. SCHEDULE AND REQUIREMENTS FOR STARTING WORK. PRIOR TO THE MEETING, THE CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH SITE CONDITIONS ANO THE PLANS, C. D. E. F. DETAILS AND SPECIFICATIONS. IRRIGATION MAINLINE ANO EQUIPMENT LAYOUT: THIS OBSERVATION SHALL BE PERFORMED BY THE OWNER (JOB SUPERINTENDENT) FOLLOWING STAKING OF ALL PRESSURE MAINLINE AND CONTROL EQUIPMENT, VERIFICATION OF ALL SITE CONDITIONS AND PRIOR TO ANY TRENCHING.. ANY DISCREPANCIES NOT PREVIOUSLY NOTED SHALL BE CORRECTED AT THIS TIME TO THE SATISFACTION OF THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. IRRIGATION MAINLINE AND PRESSURE TEST: THIS OBSERVATION JS FOR THE PURPOSE OR REVIEWING ALL MAINLINE LAYOUT FOR CONFORMANCE TO SPECIFICATIONS AND VERIFYING THE WATER TIGHTNESS OF PRESSURE SYSTEMS PRIOR TO BACKFILLING TRENCHES., PRESSURE TESTS MUST CONFORM TO MANUFACTURER'S SPECIFICATIONS. ALL PRESSURE LINES SHALL BE TESTED UNDER A SUSTAINED HYDROSTATIC PRESSURE OF 150 POUNDS PER SQUARE INCH FOR A PERIOD OF NOT LESS THAN TWO (2) HOURS. THIS TEST SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER (JOB SUPERINTENDENT) TO MANUFACTURER'S ACCEPTED TESTING PROCEDURES AND APPROVED IN WRITING BY THE OWNER (JOB SUPERINTENDENT), PRIOR TO BACKFIWNG ANY TRENCHES. CONTRACTOR SHALL FURNISH NECESSARY FORCE PUMP AND ALL OTHER NECESSARY TESTING EQUIPMENT, PROGRESS INSPECTIONS: PERIODIC INSPECTIONS SHALL BE PERFORMED BY OWNER (JOB SUPERINTENDENT) DURING THE LAYOUT OF ALL LATERAL LINE SYSTEMS, WITH TRENCHES OPEN TO VERIFY CONFORMANCE TO DETAILS, DEPTH OF PIPE AND .EQUIPMENT ASSEMBLIES. IRRIGATION COMPLETION/COVERAGE TEST: THIS OBSERVATION IS . TO INSURE CONFORMANCE OF ALL IRRIGATION EQUIPMENT WITH IRRIGATION CONTRACT DOCUMENTS AND WILL CONSIST OF OPERATION OF EACH SYSTEM TO INSURE INTENDED COVERAGE. THE CONTRACTOR SHALL FLUSH AND ADJUST ALL HEADS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, ROADWAYS ANO BUILDINGS, ETC. PRIOR TO THIS OBSERVATION, THIS MAY INCLUDE CHANGES IN NOZZLE SIZES AND DEGREE OF ARC TO OPTIMIZE OPERATION: DATE: BY: DESCRIPTION OF REVISION: APP'D. HRP LANDESIGN EXPRESSLY RESERVES _ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLAHS. THESE PLANS ARE NOT TO SE REPROOVCED, CHANGED, OR COPIED IN ANY FORM OR MA.N'NER WHATSOEVtff, NOR ARE THEY TO 8£ ASSIGNED TO 4 THIRD PARTY WITHOUT ORST OBTAINING THE WRITTEN PERMISSION AND CONSENT or HRP LANDESIGN. V. SCOPE OF IRRIGATION WORK 21. BACKFILL: THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. TRENCHES SHALL BE CAREFULLY BACKFILLED WITH APPROVED MATERIALS, FREE FROM CLODS OF EARTH OR STONES TWO INCHES (2") OR LARGER. BACKFILL SHALL BE MECHANICALLY COMPACTED TO A DRY DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL ANO SHALL CONFORM TO ADJACENT SURFACE GRADES WITHOUT IRREGULARITIES. VII. IRVINE RANCH WATER DISTRICT RECYCLED AND POTABLE WATl;:R NOTES A. BASE SHE:ETS WERE DERIVED FROM PLANS: PREPARED BY: __ FU~SC~O~E~EN~G~IN~EE=R~IN~G __ _,._ ________ _ TITLED: PRECISE GRADING & EROSION CONTROL PLANS DATED: 01/14/04 REVISED: _______ _ 22. LINES UNDER PAVING: ALL IRRIGATION LINES, VALVES AND WIRING RUNS SHOWN ON PLANS IN THE STREET. PAVED THE FOLLOWING SPECIAL ON-SITE RECYCLED WATER NOTES ARE TO BE SHOWN ON ALL ON-SITE RECYCLED WATER SYSTEM CONSTRUCTION PLANS: A. THE INSTALLATION OF THE IRRIGATION -WATER SYSTEM SHALL CONFORM TO B. WATER INFORMATION WAS OBTAINED FROM: • AREAS AND UNDER HARDSCAPING ARE DIAGRAMMATIC. INSTALL" THESE LINES, VALVES AND WIRING RUNS IN 1~1~E~rTA~JE Fi?[NJ::Ew~fti5Wii~igr c?~~~R~~0ilil11:~o~=i PLANS ANO SPECIRCATIONS. . C. MR.: . KEN RUSSELL OF: CITY OF NEWPORT BEACH PHONE: (949) _ 718-3423 OATE:~:._...::.,04'"/...;1c::2,/_0::,4;_.~~~- " GENERAL IRRIGATI_ON NOTES: •'-> I ' ,. SPEC. IFIED EQ.UIPMENT: A,tl E_<QUIPMENT SHALL BE AS LISTED IN THE LEGEND A~b INSTALLED AS PER DETAILS AND SPECIFICATIONS, OR 'MANUFACTURER'S·. RECOMMENDATION. ANY SUBSTITUTIONS SHALL BE APPROVEQ IN WRITING BY OWNER ( JOB .. SUPERINTENDENT) ANO LANDSCAPE ARCHITECT. ANY UNAPPROVED EQUIPMENT SHALL BE REPLACED AT THE CONTRACTOR;_s EXPENSE. 2. ALTERNATE ITEMS: APPROVAL OF ANY ITEM OR ALTE~NATE ITEM INDICATES ONLY THAT IT APPARENTLY! MEETS THE REQUIREMENTS OF THE DRAWINGS ON THE! BASIS OF THE INFORMATION SUBMITTED, ANO DOES NOT RELIEVE THE CONTRACTOR OF ANY RESPONSIBILITY FOR iTHE . EQUIPMENT'S SUCCESSFUL OPERATION. ' 3. CONTRACTOR'S GUARANTEE: MANUFACTUR~R'S WARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF !THIS LIABILITY UNDER THE GUARANTEE. SUCH WARRANTIES WILL ONLY SUPPLEMENT THE GUARANTEE. • . •. . ;..,-, 4. SOLVENT WELD MAINLINE PIPE: PRESSUR,AJAINLINE PIPE SIZED 1-1/2" AND SMALLER SHALL BE I~/(' PRESSURE RATED PVC 1120 SCHEDULE 40 RATED PIPE. PRESSURE • MAINLINE PIPE SIZED TWO INCHES (2") AND, LARGER SHALL BE IPS PRESSURE)~Al:ED PVC 1120:·SOR 13.5 315 PSI RATED PrPE PVC (ClASS:'.315) CONFORMING TO MATERIALS ASTM 01784 AN"b: .. l'ROOUCT DESIGN ASTM 02214 FOR SOR 315 AND ASTMEfJl!.4 FOR SCHEDULE 4D PIPE, BURIED A MINIMUM OF TWEtfi'f-FOUR INCHES {24") DEEP WITH SOLVENT WELD JOINTS MADE FROM NSF APPROVED, TYPE 1 GRADE 1 (PVC COMPOUND CONFORMING TO ASTM RESIN ' SPECIFICATION 01784). 5. LATERAL LINE PIPE: NON-PRESSURE BURlED LATERAL LINE PIPE SHALL BE PRESSURE RATED PVC 1120 SOR 2 t 200 PSI RATED PIPE CONFORMING TO MATERIALS ASTM D1784 AND PRODUCT DESIGN ASTlM 02214. FOR SDR 21 PIPE 200 PSI RATED PIPE CONFORMING TO MATERIALS ASTM 01784 AND PRODUCTS DESIGN ASTM D22l4 FOR SOR 21 PIPE 200, BURIED A MINIMUM OF 12" DEEP WITH SOLVENT WELD JOINTS MADE FROM NSF APPROVED;• TYPE 1, GRADE II PVC COMPOUND CONFORMING TO ASTM 'RESIN SPECIFICATION D1784. / 6. GASKET SEAL MAINLINE PIPE: PRESSURE i(AiNLINE PIPE SIZED TWO INCHES (2") AND LARGER SHALt ,BE IPS PRESSURE RATED PVC 1120 SOR 21 200',PSI RATED PIPE, CONFORMING TO. MATERIALS ASTM D1784, ,PRODUCT DESIGN ASTM 02214, GASKET JOINT ASTM D8139,'GAsKET ASTM F477, CELL CLASS ASTM, .. 1245A, BURIED if/MINIMUM OF EIGHTEEN INCHES (18"} !¥,lQ,W FINISH GR~DE''WITH THRUST BLOCKS PER MA_N),;/fi')CTURER'S INSTRUCTIONS. • ·f,!u,j.,.;c,; ,,_,; 7. SOLVENT CEMENT: SOLVEl!IT",PRIMER SHA!:L CONFORM TO ASTM 0-2564. SOLVEN]>I:EMENT SHALL .:CONFORM TO ASTM 02564. ,, .• , •• ~·,; ... 8, SOLVENT FITTINGS: SOLVENT FITTINGS sKALL -BE SCHEDULE 40 PRODUCED FROM PVC TYPi:" 1 CELL CLASSIFICATION 82454-8. • '" 9. THREADED FITTINGS: THREADED FITTINGS 'SHALL BE SCHEDULE 40 AND THREADED NIPPLES SHALL BE SCHEDULE 80, PRODUCED FROM PVC TYPE 1 CELL. CLASSIFICATION 12454-8. USE PERMATEX #51/TEFLON TAPE OR APPROVED PIPE JOINT COMPOUND PER FITTINGS MANUFACTURER'S RECOMMENDATIONS. '· 10. STEEL PIPE: GALVANIZED STEEL PIPE SHA(L BE: ASA SCHEDULE 40 MILLED STEEL SCREWED PIPE WITH MEDIUM GALVANIZED SCREWED BEADED MALLEABLE'"'IRON FITTINGS. ' 1 t. STEEL PIPE BELOW GRADE: ALL GAlVANIZED' PIPE ANO FITTINGS INSTALLED BELOW GRADE SHALL "llE COATED WITH TWO (2) COATS OF KOPPERS /150 BITUM+,S'l'IC. 12. BRASS PIPE ANO FITTINGS:, "BRASS PIPE ~k_·' LL BE 85% RED BRASS, AMERICAN ~r .. :,I0 L STANDARD'; lfjSTITIJTE (ANSI), SCHEDULE 40 sc_. . .' :ED PIPE. FltrlNGS SHALL BE MEDIUM BRASS, SCRl,\\'.E , 125 POUND:.CLASS. 13. COPPER PIPE AND FITTlli~? COPPER Pl~t' SHALL BE TYPE K, (HARD) ASTM 888,'.soLDER FITTIN.QS' IN ACCORDANCE WITH ANSI BJ.6.22. SOLDER>JOINTS SHALL BE 45% SILVER. 15% COPPER, 16% ZINCt::24% CADMIUM AND SOLIDUS AS 11250F AND LIQUIDS AT,:11450F., . CONFORMING TO' ASTM 8206 AND FS QO+B-655C. 14. METAL PIPE JOINTS: ALL CONNECTIONS {o. BE SEALED WITH PIPE JOINT COMPOUND FOR METAL UOINTS. " 15. CONTROL WIRE: CONNECTIONS BETWEEN 'rHE AUTOMATIC CONTROLLERS AND THE ELECTRIC CONTRQL VALVES SHALL BE MADE WITH DIRECT BURIAL COPPER WIRE· AWG-U.F. 600 VOLT UL AP~ROVEO. MINIMUM SIZE IS #14 • AWG, BURIED EIGHTEEN (18°) INCHES BELOW GRADE. \JSE' DIFFERENT COLOR CONTROL WIRE FOR EACH CONTROtLER. COMMON WIRES SHALL BE WHITE OR A DIFFERENT :coLOR FROM THE CONTROL WIRES FOR EACH OF AUTOMATIC.'.CONTROLLER ON THE SITE. ~f 16. SPARE CONTROL WIRE: p~OVIOE FOUR ciVuNUSED #14 AWG WIRES FROM EACH CONTRQU:ER TO THE ~-VALVE ON EACH SYSTEM. WHEN THE SY51;ie!f SPLITS rNTo •l;ilfPJ:RENT DIRECTIONS WITHIN 100 FEET OF THl;:;cl;:◊NTROLLER Pil'OVIDE FOUR ( 4) $PARE #14 AWG WIRES FROM l:JJ,¢:,tf;ONTROLLER '; FOLLOWING EACH DIRECTION OF THE IRRIGATJQN MAINLINE. PllOVIDE A THIRD (3rd) COLOR WIRE OR MARK THl(\.WIRES "SPARE'" IN THE CONTROLLER CABINET. •:. '"' • .'f'. 17. WIRE TRENCH: WIRING SHAf.L. OCCUPY THE: SAME TRENCH AND SHALL BE INSTALLED ALONG THE SAME ROUTE AS PRESSURE SUPPLY OR LATERAL LINES W8EREVER POSSIBLE. THE WIRES SHALL BE TAPED TOGETHER AT INTERVALS NOT EXCEEDING TEN (10) FEET. 18. EXPANSION CURL: A TWELVE INCH (12") ·_EXPANSION CURL SHOULD BE PROVIDED WITHIN THREE (3) FEET OF EACH WIRE CONNECTION ANO AT LEAST EVERY ONE HUNDRED (10D) FEET OF WIRE LENGTH. AT STREET CROSSINGS ANO GATE VALVE LOCATIONS THE CONTRACTOR iSHALL BRING ALL THE WIRES TO GRADE AND PROVIDE A 12""' EXPANSION CURL COVERED BY A RECTANGULAR VALVE BOX ~MARKED 'IRRIGATION WIRE'. 19. WIRE SPLICES: ALL SPLICES SHALL BE M~E WITH SCOTCH-LOK #3577 CONNECTOR SEALJNCJ'.'PACKS, PEN-TITE WIRE CONNECTOR, OR APPROVED EQUAL. , .USE ONE SPLICE PER CONNECTOR. ALL SPLICES SHALL BE' MADE AT VALVES OR CONTROLLER. NO OTHER SPLICES WILL BE ALLOWED UNLESS APPROVED BY THE •OWNER (JOB '$UPERINTENDENT). ALL SPLICES NOT AT VALV,!JS; SHALL BE !JAOE IN A RECTANGULAR VALVE BOX 'MARKED 'IRRIGATION WIRE'. ; 20. TRENCHES: DIG TRENCH]~$1RAIGHT AND SU.PPORT PIPE CONTINUOUSLY ON BOTTOM OF TRENCH. LAY PIPE TO AN EVEN GRADE. i ' PLANTING AREAS EXCEPT WHERE IT JS OBVIOUS THAT THEY MUST CROSS THAT PAVED AREA TO' GET FROM ONE PLANTING AREA TO ANOTHER OR UNLESS NOTED OTHERWISE. , 23. STREETS: WHERE ANY CUTTING OR BREAKING OF CONCRETE OR OTHER PAVING SURFACE IS NECESSARY, TT SHALL BE DONE AND REPLACED TO MIATCH THE EXISTING WORK TO THE OWNER'S (JOB SUPERINTENDENT'S). SATISFACTION, BY THE CONTRACTOR, PS PART OF THE CONTRACt .COSL 24. SLEEVES: SLEEVES SHALL BE INSTALLED UNDER ALL STREETS ANO PAVEMENT WIDER THAN SEVEN FEET {7') PER THE IRRIGATION PLAN. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF SLEEVES .WITH THE OWNER (JOB SUPERINTENDENT) PRIOR TO THE PAVING BEING INSTALLED. 25. SLEEVE/PIPE COVER: ALL WIRE, PRESSURE AND NON- PRESSURE PIPE INSTALLED UNDER ASPHALTIC CONCRETE PAVING SHALL BE INSTALLED IN CLASS 315 PVC SLEEVES BURIED TWENTY-FOUR INCHES (24") BELOW THE ROAO BED AND BACKFILLED PER STRUCTURAL SOILS REPORT SPECIFICATIONS. 26. PIPE CLEARANCE: ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX INCHES (6") FROM EACH OTHER. PARALLEL LINES SHALL NOT· BE INSTALLED DIRECTLY OVER ONE ANOTHER. 27. CONTROL VALVES: INSTALL EACH CONTROL VALVE 1N A SEPARATE LOCKING VALVE BOX WITH A MINIMUM OF TWELVE INCHES (12") BElWEEN VALVE BOXES, AND A MINIMUM OF SIX INCHES (6"} BETWEEN VALVE BOXES AND ANY WALK OR STRUCTURE.VALVE BOXES SHALL BE BROOKS / CARSON OR APPROVED EQUAL WITH THE BOX LID STRUCTURE SO THAT IT EXTENDS OVER THE TOP RIM OF THE BOX. 28. HEAD INSTALLATION: IRRIGATION HEADS SHALL BE INSTALLED ONLY AFTER THE SYSTEM HAS BEEN FLUSHED TO THE COMPLETE SATISFACTION OF THE OWNER (JOB SUPERINTENDENT). 29. HEAD SPACING: SPACING OF HEADS SHALL NOT EXCEED THE MAXIMUM INDICATED ON THE DRAWINGS. IN NO CASE SHALL THE SPACING EXCEED THE MAXIMUM RECOMMENDED BY THE MANUFAC'lURER. 30. INSTALLATION ANGLE OF IRRIGATION HEAD: ALL SPRINKLER HEADS SHALL BE SET PE:RPENDICULAR TO FINISHED GRADES UNLESS OTHERWISE DESIGNATED ON THE PLANS. 31. PIPE ON GRADE: ALL PIPE ON GRADE SHALL BE SECURED TO SLOPE SURFACES AT 10' O.C. AND TO FLAT AREAS AT 20' O.C. MAXIMUM WITH #4 X 24" REBAR WITH 'J' HOOKED RADIUS AT ONE END TO HOLD PIPE SECURELY IN PLACE. 32. IRRIGATION SYSTEM REQUIREMENTS PRIOR TO PLANTING: THE ENTIRE SPRINKLER IRRIGATION SYSTEM SHALL BE UNDER FULL AUTOMATIC OPERATION PRIOR TO THE START OF ANY PLANTING WORK ANO AN IRRIGATION COVERAGE TEST SHALL ALSO BE PERFORMED BY THE LANDSCAPE ARCHITECT PRIOR TO THE START OF ANY PLANTING. VI. IRVINE RANCH WATER DISTRICT GUIDELINES FOR RECLAIMED WATER USE THE FOLLOWING GUIDELINES HAVE BEEN ESTABLISHED BY THE IRVlNE RANCH WATER DISTRICT IN CONJUNCTION WITH THE ORANGE COUNTY HEALTH DEPARTMENT AND THE SANTA ANA REGIONAL WATER QUALITY CONTROL BOARD. THEY ARE TO PROVIDE THE BASIC PARAMETERS FOR THE USE OF RECLAIMED WATER IN LANDSCAPE IRRIGATION. TO OPERATE YOUR SYSTEM IN COMPLIANCE WITH THESE GUIDELINES YOU MUST: 1. IRRIGATE BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 A.M. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN A· MANNER THAT WILL MINIMIZE RUNOFF ,POOLING AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, {I.E. EMPLO'r1NG THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALKS, 4. MONITOR. ANO MAltffAIN THE SYSTEM TO MINIMIZE EQUIPMENT ANO MATERIAf.. FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUOUS BASIS, OF THE PRESENCE OF RECI.AJMED WATER, AND THE FACT THAT IT JS NOT APPROVED FOR DRINKING PURPOSES. GIVEN THE HIGH 'lURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT 1S YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL FOR ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY ON-SITE FACILITIES. SUCH CHANGES MUST BE SUBMITTED_ TO, AND APPROVED SY~ THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOLATION OF THE DISTRICT'S RULES ANO REGULATIONS, AND WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. IRVINE RANCH WATER DISTRICT FEELS THAT THE BENEFITS TO BE DERIVED FROM THE SUCCESSFUL APPLICATION OF RECLAIMED WATER MERIT THE OPERATING REQUIREMENTS THAT HAVE BEEN ESTABLISHED. IF YOU HAVE ANY QUESTIONS, OR IF WE CAN BE OF ANY ASSISTANCE, PLEASE DO NOT HESITATE TO CALL OUR IRRIGATION WATER GROUP AT (949) 453-5300. . THANK YOU. B. ALL ON-SITE RECYCLED AND POTABLEWATER PIPING INSTALLED ON THIS PROJECT SHALL BE IDENTIFIED' IN ACCORDANCE WITH: IRWO'S REGULATIONS AND THE IRRIGATION SPECIFICATIONS. C. RECYCLED WATER PIPING SHALL fl£ PURPLE PVC· MANUFACTURED FOR RECYCLED (RECLAIMED) WATER SYSTEMS. • • • D. MARKING ON THE PURPLE PVC SHALL JNGi.00£ lHE FOLLOWING: CAUTION RECYCLED (OR RECI.AJMEO) WATER; NOMINJ\l. PIPE SIZE; .PVC-1120; PRESSURE RATING IN POUNDS PER $QUARE INCff: AT 7S DEGRE£S; ASTM DESIGNATIONS SUCH AS 1785, 2241, 2672, '3139. PRINTING SHALL BE PLACED CONTINUOUSLY ON TWQ SIDE$ ,QF TlHE' PIPE, E. ALL RECYCLED WATER SPRINKLER BOX ,COVERS ANO CONTROL VALVES, ISOLATION VALVES, QUICK COUPLERS AND .ALL APPIJRTENANCES SHALL BE TAGGED WITH IDENTIFICATION TAGS. . 1. TAGS SHALL BE WEATHERPROOF Pl,\STIC, 3• X. 4" PURPLE IN COLOR WITH THE WORDS "WARNING RECYCLED (OR. RECLAIMED) WATER -00 NOT DRINK" IMPRINTED ON ONE SIDE. ANO •AVISA .,\QIJA,iMPURA -NO TOMAR" ON THE OTHER SIDE.. IMPRINTING SHALL BE PERMi!t!ENT .AND BLACK IN COLOR • us~-T~~~ ~:u;~R: A~PiHi~ir'£AiiTE:;c\i~~~cf~O~~J:OAL. IDENTIFICATION SHALL BE AFFIXED TO EACH IRRIGATION VALVE LID COVER AND VALVE AS FOLLOWS: o. IDENTIFY VALVE COVER WITH LABEL OR ll'RA'.NDED HOT STAMP THAT READS "RECYCLED (OR RECLAIMED) WATER DO NOl DRINK" .OR USE PURPLE COVE WITH SAME IDENTIFICATION. b. ATTACH TAG TO CONTROL VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP??.OR • • c. ATTACH TAG TO CONTROL VALVE SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP d. ATTACH TO BODY Of' THE RELATIVE APPURTENANCE WITlH A PLASTIC TIE-WRAP F. WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAIN UNE PIPING CARR'r1NG POTABLE WATER. G. WARNING TAPE SHALL BE A MINIMUM 0~ THRE£ INCHES (3') WIDE AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAP.E SHALL IJE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAl'E AND TlHE PIPE EVERY FIVE FEET (5")_ ON CENTER. H. 'WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE IN COLOR WITH THE WORDS "CAl)TION BURIED WATERLINE BELOW' IMPRINTED IN MINIMUM ONE INCH (1 ') HIG,H LETTERS BLACK IN COLOR. IMPRINTING SHALL BE CONTINlfOUS AND PERMANENT. I. IRWD SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF IRRIGATION CONSTRUCTION AT (949) _453-53DO, (REQUEST ON-SITE RECLAIMED INSPECTION) AND EACH WORK DAY THEREAFTER UNTIL COMPLETION OF PROJECT. • J. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO MAINTAIN TEN FEET (10'). MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE, WATER PIPING. WHERE RECYCLED ANO POTABLE WATER PRESSURE Mi\lN LINE PIPING ORO$$, THE RECYCLED WATER PIPING SHALL BE INSTALLED BELOW THE POTABU>WATER PIPING IN A ClASS 2DO PURPLE PVC SLEEVE WHICH EXTENDS A MINIMUM. OF FIVE FEET {5') ON EITHER SIDE OF THE POTABLE WATER PIPING. PR0\110E A MINIMUM VERTICAL CLEARANCE OF SIX INCHES· {6"). CONVENTIONAL (Wf!JTE) PVC PIPE MAY BE USED FOR SLEEVING MATERIAL IF IT IS TAPED WITft THREE INCH ·(3") WIDE PURPLE WARNING TAPE WHICH READS 'CAUTION RECYCLED (OR RECI.AIMED) WATER." • .. K. THE IRRIGATION SYSTEM MUST 8E DESIGNED TO OPERATE BETWEEN THE HOURS OF 9:00 PM AND 6:00 AM UNLESS OTHERWISE DIRECTED BY THE DIRECT ENGINEER. • L. ALL NEW COMMON AREAS WHERE RECYCLED . .WATER IS USED ANO TlHAT ARE ACCESSIBLE TO THE GENERAL PUBLIC SHALL BE POSTED WITH CONSPICUOUS SIGNS THAT INCLUDE THE FOLLOWING. WORDING, IN ,A SIZE. NO LESS THAN FOUR INCHES t4, HIGH BY EIGHT INCHES (&") wrD)::. "RECYCLED WATER -00 NOT DRINK OR "RECLAIMED WATER -00 tlOT'DRINK". EACH SIGN MUST ALSO DISPLAY AN INTERNATIONAL SYMaoL CONVEYING THE SAME WARNING, M. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NO UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS, STREETS AND SIDEWALKS. N. CONTACT THE IRWO ON-SITE RECLAIMED INSPEQTION OFFICE AT (949) 4S3-5300 AND ARRANGE A WALK THROUGH OF THE SYSTEM, WHICH WILL INCLUDE AN IRRIGATION SYSTEM COVERAGE TEST AND CROSS CONNECTION TEST. 0. FAILURE TO COMPLY WITH ANY OFl ALL OF THE ABOVE GUIDELINES WILL PLACE THE SYSTEM IN VIOLATION OF IRWD RULES At,ID REGULATIONS, ANO WILL RESULT IN TERMINATION OF SERVICE UNTIL THE APPROPRIATE CORRE'CTIVE MEASURES HAVE BEEN TAKEN. P. WARNING TAPE ON RECYCLED WATER COllSTANT PRESSURE MAIN LINE PIPING IS ONLY ALLOWED ON A PROJECT~liY-PROJECT BASIS TO BE DETERMINED BY THE DISTRICT INSPECTOR. IF YOUR PROJECT IS APPROVED, IT MUST FOLLOW THESE INSTALLATION SPECIFICATIONS, 1. WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAINS. • 2. WARNING TAPE SHALL BE A MINIMUM OF THREE INCH (3") .WJO'E AND SHALL RUN CONTINUOUSLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHAll .BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAKE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY FIVE FEET ON CENTER. • 3. WARNING TAPE FOR THE CONSTANT PRESSURE RECYCLED WATER PIPING SHALL BE PURPLE IN COLOR WITH THE WORDS "CAUTION -RECYCLED {OR RECLAIMED) WATER" IMPRINTED A MINIMUM OF ONE INCH (1 ") HIGH AND BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT ' rPLANS .. PREPAREtfBY: 32,iillALLADAY, suriE 203 SANTA ANA CA. 92'l!J5 LICENSE f1384 • • lf-AR_il 1 11.;' /4r;n~f-,_s_.'A_·_'_R_R_1G_A_T_1_o_N_N_o_r_e_s __ ~::::::NO =~~=~~ ........,.. ·= i, .. . '-' q'~~ 7 • PROJECT STATUS LAN DE s I c N .. . 0a1e .. ~OWN~E;!1R;_i;1s~s~u~E ,_-22J.~~~,04~~s~,0~1~ss~u~E _ __!!:_7/3~o,~04w----------t-----=-01TY:..:....:..·-=o:..:.F-=N.:.:EWPO=-=-RT::...:B:.:EA:.:c:::.H~,:...:c::.AL=1::.F.:;o;;;;RN~•;;.;A~---I (71/4) 557-5852 ~ARCHITECTURE \.<S>~-----4-30-05,-:; '#,~ AGENCY ISSUE 4/27/04 CONST. ISSUE L 9 CITY OF NEWPORT BEACH IPIIO.EC:'TIIO. C4881 URBAN DESIGN / • ~FCA\.I~ DRAWN BY: CCP I CHECKED BY: EPP I DATE: 1/28/04 I-PUBLIC WORKS DEPARTMENT r 19 QF· ss ' ' '<t -~ ...__ .... <() (\) Ill .. C (\) ll..., -lj ll.. Ci w ::::> Cf) Cf) -z 0 -l-o ::::> 0:: t; z 0 0 ...... ~ =It:: ~ ::::> 0 z w 0 0 <( ...... 1- w Cf) 0 -co ...... M =It:: ....I <( I-I--~ co ::::> Cf) >-0 z w 0 <( FE13 0 3 2005 •,r"~---· ~-, - SEE MATCHLINE LP -2 CW) I (l.. .....J LU z -.....J ::c ~ ~ CONSULTANTS V- V- INDEX MAP 2B .......... .. , .. w----•·····--"·"···· ................... .. HRP LANDESIGN EXPR£S$LY RESERVES ITS COMMON ~~i°:~~\~ft irt~~ ~~?~~ T~~S IN REPRODUC.ED. CHANGED, OR COPIED IN ANY FORM <JR MANNER WHATSOEV£R, NOR AR£' THEY TO BE ASSfGNED TO A THIRD PARTY WITHOUT nRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF' HRP LANDtslGN. DATE: BY: \ \ \ \ \ \ \ \ \ ............ w ..................................................... ., ..................... "?/~·· ............................. ... DESCRIPTION OF REVISION: APP'D. NATIVE C.OMPATIBLE, NON-INVASIVE ORNAMENTAL PLANTIN<So PLANTING NOTES: I. REFER TO PLANTING DETAILS AND NOTES. 2. ( ~.L.---) TYP. FLOV'lLINE /DIREC.TION OF DRAINA6E @ 2% MIN. 5EE C.IVI!.. ENG. Pl..AN5. SI. Al..L LANDSCAPE; A~AS SHALL SHEET FLOl"I @ 2% MIN. OR DRAIN TO AREA DRAINS @ 1% MIN. IN AC.C.ORDANC.E 1"1/ THE C.IVI!.. EN6. 6RADING $ DRAINAGE; PLANS C.ONTAINED Hl::REIN. 4. REFER TO THE 1..AND!:?¥Af"I:: gONSTRIJC.TION Pl..AN5 FOR ALL CONSTRUCTION F!::Atu~5 5HOY'lN HEREON. FINAL 5HRIJB Pl..AC::.EMENT TO 6E APPROVED BY OV'lNER/ 1..AND5CAPE ARCHITECT l"RIC>F<; TO Pl..ANTINcS. 5. ADDITIONAL PLANT MATERIAL TO SE PROVIDED 6Y THE CONTRACTOR AND SPOTTED 6Y LAND5CAFE ARCHITECT FER PLANTING NOTES SHEET. b. REFER TO CIVIL EN6lNEERING PL.ANS 4 DETAILS FOR ALL FINISH GRADINcS, DRAJNAcSE, AND STREET IMPROVEME;NTS. 1. AL!.. PLANT MATERIA!..5 5HAL.L. BE PLANTED A MINIMUM OF S'-0" Al"IAY FROM THE DOV'lN5L.OPE EDGE AND 5'-0" Al"IAY FROM THE UPSLOPE EDGE OF ALL BENCH DRAINS AND OTHER HARD5CAPE FEATURES. 8. FINAL. FINISH GRADE OF ALL FL.ANTINcS AREAS A5 DIRECTED AND APPROVED BY LANDSCAPE ARCHITECT AND Ol"INER "I. Al..L SHRUBS SHALL BE FL.ANTED 2'-0" MIN. FROM BACK OF HA!..K. 10. ALL ORNAMENTAL PLANTING AREAS TO BE MULC.HED 1"1/ A TY'IO INCH (2") LAYER OF MULC.H SHALL BE PACIFIC MU!..CH (OR CITY APPROVED EQUAL). II. REFER TO HORTICULTURAL 5011.. REPORT FOR SYMSOL PLANT NAME . .. ' e CEANOTHIJS 'HEART'S DE:SIRE' GHP @ ARTEMISIA CALIFORNICA CALIFORNIA SA<SEBl'IJSH .... SAC.CHARIS PILULARIS @ · 'CONSANGUINEA' ..,. © SAC.CHARIS PILULARIS '. 'Pli:S,EON POINT' ......... . • •• <Z,EANOTHUS GRISEUS (:f}_' • HORIZONTALIS 'YANKE:!:: POINT' . ' (J) ·e,ISTUS C,ORSARIENSIS )'!HITE ROC'-ROSE ..... 0 SALVIA LEUCANTHA 'MIDNIS>HT' • MEXICAN 8USH SA<SE - @ ENC.ELIA CALIFORNICA • CALIFORNIA ENCELIA """' ® ERlOGONIJM FASC,ICULATUM COMMON SIJCKl"<HEAT ,,.,. 0 HETEROMELES ARSUTIFOLIA TO"fON -(8) MIMULUS AURANTIC,US (HYSRIDS YELLOl"l) 'T"E1 1 0~ MDNKET" F1 ,..,~R "" ® ROMNEY A C,OUL TERI 'RAY HARTMAN' ..,..,,.. 0 RHU5 INTE<SRIFOLIA LEMONADE SERR">' .,. ® SALVIA C,LEVELANDII 'AROMAS' "°""" cS>ROUNDC.OVER/HYDRO5EED LE<SoEND SYMSOL 92 I GAL. 46 I S>AL. l:;?O ' ·!GAL. 125 I GAL. . ___ .. , ,.-. __ •. _ ... , 50 '' I GAL;·· . ' 0 · 5GAL. 0 I GAL. e,<, I GAL. 20 I GAL. 15 SGAL. . 2e I GAL. 0 SGAL. 21 SGAL. 2b I GAL. REMARK 9'-0" O.C. TRIANGULAR SPACINS> 4'-0"0.C. NATURALISTIC SPACINS> 4'-0"0.C. NATURALISTIC SPACINS> 9'-0" O.C. TRIANGULAR SPACING .S'-b'' O.C. TRIANGULAR SPACfNS> 4'-0" O.C,. TRIANGULAR SPACING 4'"-0" 0.C. TRIANS>ULAR SPACING 9'-0"0.C. NATURALISTIC SPACING 4'-0"0.C. NATURALISTIC, SPACING e'-O"O.C. NATURALISTIC, SPACING 4'-0"0.C. NATURALISTIC SPACING 4'-0" O.C. TRIANGULAR SPACING 6'-0"0.C,, NATURALISTIC SPAC.IN<S 4'-0" O.C. TRIAN<SULAR SPACING stock • Type Artemisia califomica California sagebrush . • 1 gal. 5' o.c. Baccharis pi/u/aris Coyote bush 1 gal 5' o.c. lsocoma menziesii Coastal goldenbush . • . fgal 5' o.c. Leymus condensatus Giant wild rye -• · . fgal . . 5' p.c. Encelia calffornica Caiifomia sun!lowet \ t!i!il • • 5' o.c Lotus Deerweed • •• • •· , 1 g~I 8' o.c .. scoparius Eriogonum fasciculatum Buckwheat Heteromeles arbitufo/ia Toyon •• lgal 15' o,c. Eriilphyl/um co(lfertifforum Golden Yarrow /someris arbores 6ladderpod Lycium ca/ifomica California boxthorne Suacfa taxi/fol/a Wooly seablite • 1 gal 5' o.c. Rhus integrifolia Lemonade berry Total Container Stock Seed Nassef/a pulchra Purple needlegrass Seed Melica imperfecta Coast Range Melic seed· Corethrogyne fi/anifo/ia Common sand aster Seed Total Seed 100 75 200 150 300 45 50 100 60 45 1610 Lbs.per Acre 4 4 4 12 25% 6% 5%. 12% 5% 1S% 3% 1otl% 33% NOTE, ALL CSS PLANTS ARE NATIVE TO THE NEY'lPORT A~A. C5S PLANT LIST PER GLENN LUK05 ASSOCIATES . L . I , ' I 1· /! r-----------, I \ x )' 'r-----------1 • 1 1 1 I I I I I I I l I FILTRATION CHAMBER I l I l ·-1• -I I I I I I I I I I I I I I ,L ___________ ~ I I I L------------I I I I I V, Total Plant Qty, 600 150 . 150 113 30Q 225 450 68 75 150 90 90 68 2417 Total Lbs. 6. 6 6 18 IW l> ! ;;:: rLJ.. 0 BACKFILL. AND 50IL PREP. R I • V'lf'OR~BEA.:;._1+,, "T ~'\ORG N .. IC. HYDROSEED MIX 'A' PER PLANTING NOTES· I I I I I I . ....... w ............................................... . QUIRE AS A._ PL E:NT T OIL5 EPORT.'T E \ ·, ,Bf 15 UED VIA Aft-• • 1-<r> \ E. FER TO THE P • \ ~ 0 ', \ ~ ""' \ CATV "'"' \ ~-.-,--- ~~ ... (:Z3) (,'. --,.-,;_;'J:: :_.; CATV COASTAL SA~SCRi.16 RESTORATION y I I I (25 30 ----------- I I I I I I I I I I I 1----I ( -1 I I I I I LOWER BAY 'J-,~'w SENIOR HOU \NG (N.A.R~) V I I I I L I I I I I I I I I 25 .i ,,,,,,-rn I\ i>-<( co I~ .0 '<( en I ! IJJ ::::> Cl) Cl) -z 0 -.,._ () :::::, a: .,._ (tJ z 0 // (.) ' ,...... ·::tt: -~~~ / -· e:...L-":r'?'S✓., Z:h.✓.-.,,,9;v..;44 / ..,,./..,,... ~ ' w I ~~ ~ ::::> 0 z IJJ 0 0 <( 1:.!1'1'\\--------• CA TV i . • rA r,1"""'"'"'-=-t---..... -.... +. .-w<r-... l ----r~-.....,.. i !· .. ®-1------1--;----+ ' ----+----'........,"--I ' CATV , , T --+--!--1 .,._ .................. f.:; , ........................................................................... ,a ........................................... , ... , ........................... G ..................................................... , .. , ................. .. ! l LU ................................... •••••••• • .................. C' ............................................... a-~ ..................................... G ........................... ---·---G .................. ••·•--··· ·····l,· .................. G J ..................... -r·········· ... ;........ Cl) JAMBOREE; ROAD Q-................. --s --------S -----~·Hts---· ............................... S -----m ............. ----s ,-@) • l . t· I ·~ ' I i ' ' CW) =M: ·····W····· .. ••••·••••••••• .. • .. •••• .. ••• .. • .................. W············'········· ..................................................... w ....... . . . . . . ...... w ........................................................................... w .......................................................................... W ..................................... ............................. W .. ............. .. .. ,, · ........ · ,, ,,. W • ......... ·" ...... ,,. 30-W · .. -................ t · · · .. .............. w ........................................ . 20·-o· --' ~ PLANS PREPARED. BY: 3242 HAU.ADAY, SUITE 203 SANTA ANA. CA 92705 UCl,NSE#1384 . (714) 557-5852 HRP LAN ESIGN PLANNING LANDSQAPE ARCHTTEC'I\IRE URBAN DESIGN PLANTING PLAN • LANDSCAPE PLAN CHECK NO LANDSCAPE PERMIT NO. AGENCY ISSUE 4/27/04 CONST. ISSUE DRAWN BY: CA CHECKED BY: GS DATE: 1/28/04 LP-1 SCALE 1" = 0 1 2 (J, l:W+11J I CITY OF NEWPORT BEACH BAY VIEW LANDING PARK LANDSCAPE DEVELOPMENT PLANS CITY OF NEWPORT BEACH, CALIFORNIA -~ co :::::, (J') >-0 ' PIIO,£CT NO. C4881 . CITY OF NEWPORT BEACH. z w CJ <( PUBLIC WORKS DEPARTMENT 20 QP 3.8 ' Fl'.'B n °: ?QO, ~. -. . .. J '-..J If Stock Total Plant Type Qty. Artemisia califomica California sagebrush 1 gal 51 o.c. 400 25% 600 Baccharis pilularis Coyote bush 1 gal 5'o.c. 100 6% 150 lsocoma menziesii Coa_stal goldenbush 1 gal 5' o.c. 100 6% 150 Leymus condensatus Giant ~ild rye 1 gal 5' o.c. 75 5% 113 Encelia californica California .sunflower 1 gal 5' o.c 200 12% 300 Lotus Dee.rweed 1 gal 81 o.c. 150 5% 225 scoparius NEWPO Eriogonum fasciculatum Buckwheat 1 gal 5'o.c. Heterome/es arbitufo/ia Toyon 1 gal 15' o.c. 300 19% 450 45 3% 68 ~ I a.. ...J w z: -...J :c 0 I-. <( ~ UJ UJ Cl) ---- lt- ~.::t>~·~!'-- ~,~~~~::~::~~~;(, ~>-~----\ ·,., DU SEE MATCHLINE L P-1 INDEX MAP ~ NOTTO llCALE CONSULTANTS HRP lANDES!GN EXPRESSI.Y RESERVES ITS COt.lMON lAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER-, "40R-ARE THEY TO BE ASSIGNED TO A THIRD -PAlfJY WITHOUT nRST 08TAINING TH£ WRITTEN PERMISSION ANO CONSENT OF' HRP LANDES!GN~ Eriophyl/um confertillorum Golden Yarrow 1 gal 4' o.c. 50 3% 75 lsomeris arborea Bladderpod 1 gal 5' o.c. 100 6% 150 Lycium californica California boxthorne 1 gal 5'o.c. 60 4% .90 Suada taxi/folia Wooly seablite 1 gal 5' o.c. 60 4% 90 Rhus integrifo/ia Lemonade beny 1 gal 15' o.c 45 3% 68 Total Container Stock 1610 100% 2417 Seed Lbs.per Total Lbs. Acre Nassef/a pu/chra Pu1'.J)le needlegrass Seed 4 33% 6 Me/ica imperfecta Coast Range Melia Seed 4 33% 6 Corethrogyne filanifolia Common sand aster Seed 4 33% 6 Total Seed 12 100% 18 NOTE:, ALL C.SS PLANTS ARE NATIVE: TO THE NEWPORT AREA. C.SS PLANT LIST PER GLENN L.UKOS ASSOC.IATES. s B~\Y VI W NIO HO SIN ( .A.P. \ ' NATURALIZED PLANTING I I ( ( r ( ( I I I I I I I ....._/ I I I SYMBOL PLANT NAME QIJANTITY SIZE SPACIN0 © 0 0 • 0 ® ® ARTEMIS/A CAL/FORNICA c:>ALIFORNIA s;,,eeRJJSH 6ACCHARIS PILULARIS 'CONSAN0UINEA' 6ACCHARIS PILIJLARIS 'P/<SEON POINT' Di'IARF CO't"OTI: ellSH CEANOTHl.15 0RISEU5 5,'GPP HORIZONTALl5 'YANKEE POINT' CEANOTHJS YANKS: POINT oTn HETEROMELES AR6UTIFOLIA TOYON -OPIJNTIA LITTORALIS PRICKI.YPEAR. CF' RHIJ5 INTE0RIFOL/A LEMONADE BEM.Y .,. ROMNEY A COIJL TERI 'RAY HARTMAN' ..,,..,..A SALVIA CLEVELAND!/ 'AROMAS' 25 14 166 61 10 545 12 55 81 DATE: BY: DESCRIPTION OF REVISION: APP'D. J2n4 ~ ltlMSION5-GJ1Yr:11'1Elll'ORI l!eMH 4 1-011 O.C. I GAL. NATURALISTIC SPAC/Ne I GAL. I GAL. I GAL. 5 GAL. I GAL . 5 GAL. 5 eAL. I GAL. 4'-0" o.c. NATURALISTIC SPAC/Ne 5'-0" 0.C. NATURALISTIC SPACINe 5'-6" o.c. NATURALISTIC SPACING 8'-0" 0.C. NATURALISTIC SPAC/Ne 12" O.C. NATIJRALISTIC 5PAC/Ne 6'-0" o.c. NATURALISTIC SPAC/Ne 4'-0" o.c. NATIJRALl5TIC 5PACIN0 4'-0" o.c. NATURALISTIC 5PACIN0 I I QUANTITY TOTAL PLANT NAME PER ACRE QIJANT/TY GENT MARSH = .25 ACRES ELEOCHARIS MACROSTACHY A CREEPINe SPll<ERIJ5H SCRIPIJS AMER/CANU) ✓ 1 OLNEY'S s\4' RIPIJ5 MARITlMIJS ALKALI 61JLRUSH TYPHA DOMENeENS/5 SOUTHERN CATTAIL JAIET MEADOV'l = .25 ACRES ARTEMIS/A DOU0LA5/ANA MIJeHORT D15TICHL/5 SP/CATA SALTGRASS JUNCIJ5 RUGIJLOSIJS WRINKLED RIJSH JUNCIJS MEXICANUS MEXICAN RIJSH LEYMIJ5 TRITICOIDES ALKALI RYEGRASS MIJHLEN6ER51A Rl0ENS DEEReRA55 RIPARIAN SCRUB = .5<! ACRES 6ACCHARIS EMORYI EMORY'S 6ACCHARIS 6ACCHARl5 5ALICIFO A MULE FAT ;::-, SALIX EXIGIJA SAND6AR WILLOW SALIX LASIOLEPIS ARROYO WILLOW 400 /00 5 50 88 88 15 2 0 50 55 88 5 50 88 550 88 550 200 125 4<! /50 5<! 160 5<! 200 18 NOTE, WETLAND PLAf'.IT LIST PER 0LENN LIJK05 ASSOCIATES. PLANS H PREPARED BY: L NERS INERS INER5 I 0AL. L NERS LINERS LINERS INERS Ll~RS ~ N LINERS LINERS p 3242 HAI.LADAY, SUITE 203 =~A.92705 LAN DESIGN (714) 557-5852 PI.ANNIN8 LANDSCAPE ARCHITECTIJRE URBAN DESIGN 5PAC/Ne I. REFER TO PLANTIN.S DETAILS AND NOTES. 2. ( --"-'--'----) TYP. FL.OWLINE: /DIREC.TION OF DR.AINA.SE @ 2% MIN. SEE C.IVIL ENIS. PLANS. B. ALL L.ANDSC.APE: AREAS SHALL SHEET FL.OW @ 2% MIN. OR DRAIN TO AREA DRAINS @ 1% MIN. IN AC.CORDANC.E: WI THE C.IVIL ENG . .SRADING 4 DR.AINA.SE PLANS C.ONTAINED HEREIN. 4. REFER TO THE LANDSC.APE: C.ONSTRUC.TION PLANS FOR ALL CONSTRUC.TION FEATURES SHOWN HERl':ON. FINAL . _ 51-/~13 PL.AC.E:ME:NT TO BE APPROVED BY QlolNER/ LANDSC.APE: ARC.HITE:C.T PRIOR TO PL.ANTIN.S. 5 .. ADDITIONAL. PL.ANT MATERIAL. TO BE PROVIDED BY THE C.ONTRAC.TOR AND SPOTTED BY LANDSCAPE: ARC.HITEC.T PER PL.ANTING NOTES SHEET, "'- -......:..-. "' .::J ......_____. ......_____ .::J ......_____ ......_____ ~......_____ ......_____ ......_____ 2'-0" NATIJRA LI TIC SPACIN0 ,4'-0" NATURAL 5TIC SPAC/Ne 4'-0" NATURA 15TIC SPACIN 4'-0" .NATU ISTIC SPACI ISTIC ISTIC 2'-0" NATURA /5TIC 5PAC/Ne 2-0" NATURALIST! SPAC/Ne -0" NATURALISTIC 5PACIN0 4'-" NATURALISTIC SPAC!Ne 8'-0" NA1\f!i\ALISTIC SPACING 8'-0" NA"tURALI IC SPAC/Ne 10'-0" NATURALISTIC SPAC/Ne /0'-0" NATURALISTIC SPAC/Ne r:::-_,, 'Y I I I I I I I I I I \ \ \ ......_____ ......_____ 6. REFER. TO .C.IVlL ENGINEERING PLANS 4 DETAILS FOR ALL FINISH GRADING, DRAINAGE:, AND STREET IMPROVEMENTS .• i. ALL PLANT MATERIALS SHALL BE PLANTED A MINIMUM • OF B'-0" AWAY FROM THE DOWNSLOPE: EDGE AND 5'-0" AV>IAY .FROM THE UPSLOPE ED.SE OF ALL BENC,H DRAINS AND i:::iTHE:R HAR.DSC.APE: FE:ATVRE:5. e,. FINAL FINf91:fe°~L?IEc\:iF>ALL PLANTING AREAS AS DIREC.TED AND APPROVED BY LANDSC.APE ARC.HITECT ANr::r Cl/i>lf<lfE~ • 'i. ALL 5HRUS5,$HALL BE PLANTED 2'-0" MIN. FROM BAC,K OF P:IALI<. ' • -. 10. ALL ORNAM~NTAL. f"'t..ANTING AREAS TO BE Ml/LC.HED W/ A TWO ll'.iciH (2''); Lt,YJ;:R OF MULCH SHALL BE PAC,IFIC. MULC.H (C?f.a $IT¥' APFROVE:D EQUAL). 11. REFER TO HO~Tg;;pt.TQ~t,l,. SOIL REPORT FOR SAC,!<.FIL.L. AND $OIL. ~P- 12. PER THE C:.lti' Of N!:l".if>OF<tt Bt:AC.H, "TRI-C-" ORGANIC. AMENDMENTS ARE l(E~Ul~E:D AS A SUPPLEMENT TO i!i,wfg~t~~1tfl~11'!(!~g~g~M SPE:C.IFIC.ATION5. ' ' ' ' ' ' ' ' ' Q i ? c., ~ I 0 ::::i _j('......_____ . ✓ ......_____ .::J "' .::J .• ._, ... :1·,~)':'-> •• -,; ~.::J I I --l .::J ~ I 5• I .::J \ f \ .::J \ SCALE 1" = 20' -0" 0 1 2 I .. ! 11 I J, 1 l J . . . . ' ,. I NOSC.,q~ '1( ~ PLANTING PLAN LANDSCAPE PLAN CHECK NO CITY OF NEWPORT BEACH BAY VIEW LANDING PARK LANDSCAPE DEVELOPMENT PLANS CITY OF NEWPORT BEACH, CALIFORNIA \ 0 -! .. "I'. ~~ l?l PROJECT STATUS OWNER ISSUE 2/4/04 BID ISSUE 7/30/04 AGENCY ISSUE 4/27/04 CONST. ISSUE DRAWN BY: CA CHECKED BY: GS DATE: 1/28/04 LANDSCAPE PERMIT NO. LP-2 PROJECT NO. C4881 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 21 OF 38 ,, "" C ......... ,.... ,-......... a u -(J (J --.e:. C -I- C --a 1- (J -.e:. C C -=:::: .,,,::. --C -L. u C C <( ......... 1-u <J. C -C( ....... et: ::j:I -<( ~ -=:::: .,,,::. C( --<J. > C -L. u <.': <I UNMOIAIE:D GRA55E5 SYMBOL DESCRIPTION DETAIL SHEET SEE MATCHLINE LP-4 SEE MATCHLINE LP -4 • ~ LOJAI GRASSES, SEE LP-i ·~ ·L.:t:..___tj.. , MEDIUM HEIGHT GRASSES, SEE C. LP-i > GROUNi:'>C,OVE~/HYDROSEED LEGEND SYMBOL.· REMARK .~ •• HYDRO$fiW MIX 'A' FE;R FL.ANTJN<S COASTAL SA.SE SCRUB RE5TOAATION NOTES SHEET . NATIVE C.OMPATABLE, NON-INVASIVE ORNAMENTAL PLANTING 5YM50L PLANT NAME QUANTITY e ARc.TOSTAPHYL05 6'1 'PACIFIC. MIST' @ ARTEMISIA CALIFORNICA 12 CA!..IFO!aNIA SMEBRLl$H 0 SAC.CHARIS PILULARIS :16 'C.ON5ANGUINl=A' =< © 6ACC.HARIS PILULARIS 466 'PIGEON POINT' """'" G) C.EANOTHU5 GRISEUS 251 HORIZONTALIS 'YANKEE POJNT' CD CISTU!t, CORBARIENSIS 152 HI-IITE ~C-..... 0 SALVIA LEUCANTHA 'MIDNIGHT' 24 Ml:XICAM .llU$H SAGE .... ® ENCELIA C.ALIFORNIC.A C"'1.IF01'.NIA ENCeL.IA 221 .,., ... 0 HETEROMELES AR6UTIFOLIA TOYON 0 -® MIMULUS AURANTIC.US (HYBRIDS YELLOW) "' Ol'IMONKEYF WER "" @ ROMNEY A COUL TERI 'RAY HARTMAN' :15 -A 0 • RHUS INTEGRIFOLIA 1 LEMONAOESERfO.Y 1"6 @ $ALVIA 56 CHAMAEDRYOIDE5 - ® SALVIA CLEVELANDII 'ARQMAS' 116 ~VIA GREGGII @ 'ALBA' 10'1 !°iHl're AU11MN SAGE !6RE9EII! PI..AN,TING NOTES, I. REFER iO PLANTING DETAIL$ AND NOTES. 2. ( ~L--'------) TYP. FLOV'!LINE /DIRECTION OF DRAINAGE @ 2% MIN. SEE CIVIL ENG. PLANS. SIZE I GAL. I GAL. I GAL. I GAL. I GAL. 5 GAL. I GAL. I GAL. 5 GAL. I GAL. 5 GAL. 5 GAL. I GAL. I GAL. I GAL. 5. ALL LANDSCAPE AREAS SHALL SHEET FLOV'I @ 2% MIN. OR DRAIN TO AREA DRAINS @ 1% MIN. IN ACCORDANCE W THE CIVIL ENG. GRADING$ DRAINAGE PLANS CONTAINED HEREIN. SPACING 5'-0" O.C. TRIANGULAR SPACING 4'-0"0.C. NATURALISTIC SPACING 4'-0"0.C. NATURALl5TIC, SPACING S'-0" O.C.. TRIANGULAR SPACING 5'•6" O.C.. TRIANGULAR SPACING 4'-0" O.C. TRIANGULAR SPACING 4"-0" O.C. TRIANGULAR 5PACING 5'-0"0.C. NATURALISTIC SPACING 8'-0"0.C. NATURALIST! SPACING 4'-0"0.C. NATURALIST! SPACING 4'-0" O.C.. TRIANGULAR SPACING 6'-0"0.C.. NATURALIST! SPACING 4'-0" O.C.. TRIANGULAR SPACING 4'-0" O.C.. TRIANGULAR SPACING 2'-6" O.C.. TRIANGULAR SPACING ll 4. REFER TO THE LANDSCAPE CONSTRUCTION PLAN$ FOR ALL CONSTRUCTION FEATURES SHOV'IN HEREON. FINAL SHRUB PLACEMENT TO BE AF'PROVED BY OV'INER/ LANDSCAPE ARCHITECT PRIOR TO PLANTING. Artemisia califomica Baccharis pilularis lsacoma menziesii Leymus candansatus 5. ADDITIONAL PLANT MATERIAL TO BE F'ROVIDED BY THE CONTRACTOR AND SPOTTED BY LANDSCAPE ARCHITECT PER F'LANTING NOTES SHEET. 6. REFEFt TO CIVIL ENGINEERING FLANS 4 DETAILS FOR ALL FINISH GRADING, DRAINAGE, AND STREET IHPROVE:MENTS. i. ALL F'LANT HATERIALS SHALL BE PLANTED A HINIHUM OF 5'-0" AV'IAY FROH THE: DOft-.lNSLOF'E EDGE AND 5'-0" AV'IAY FROH THE UPSLOPE EDGE OF ALL 6ENCH DRAINS AND OTHER HARDSCAPE FEATURES. e,. FINAL FINISH GRADE OF ALL PLANTING AREAS AS DIRECTE:D AND APPROVED 6Y LANDSCAPE ARCHITE:CT AND Oft-.lNER Ence/ia californica Latus scaparius Eriogonum fascicu/atum Heterameles arbitufolia Eriaphyllum confertiflorum Jsomeris arborea Lycium ca/ifomica Suada taxilfo/ia Rhus integrifalia Tota.I Container Stock Seed Nasse//a pulchra Melica imperfecta . Carethrogyne fi/anifalia Total Seed Common Name Stock Plant No. per Percent Total Plant Type Spacing Acre Qty. C<!!lifomia sagebrush 1 gal 'S o.c. 400 25% 600 Coyote bush 1 gal 5' o.c. 100 6% 150 Coastal goldenbush 1 gal 5' o.c. 100 6% 150 Giant wild rye 1 gal 5' o.c. 75 5% 113 California sunflower 1 gal 5' o.c 200 12% 300 Deerweed 1 gal 8' o.c. 150 5% 225 Buckwheat 1 gal 5' o.c. 300 19% 450 Toyon 1 gal 15' o.c. 45 3% 68 Golden Yarrow 1 gal .41 o.c. 50 3% 75 Bladderpod 1 gal 5' o.c. 100 6% 150 California boxthome 1 gal 5' o.c. 60 4% 90 Wooly seablite 1 gal 5'o.c. 60 4% 90 Lemonade berry 1 gal 15' o.c 45 3% 68 1610 100% 2417 Lbs.per Total Lbs. Acre Purple needlegrass Seed 4 33% 6 Coast Range Melic Seed 4 33% 6 Common sand aster Seed 4 33% 6 12 100% 18 "I. ALL SHRUBS SHALL SE PLANTED 2'-0" HIN. FROH 6ACK OF Ji'lALK. NOTE, ALL CSS PLANT5 ARE NATIVE TO THE NEV'IPORT AREA. CONSULTANTS HRP LANDESIGN EXPRESSLY RESERVE$ tTS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS 1N THESE PL.ANS, THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPi£D IN ANY FORM OR MAHHER WHATSOCVEff, NOR ARE THEY TO BE ASSIGNED TO-A THIRD PARTY WllliOUT FIRST OSTA.INING THE WRITTEN PERMISSION AND CONSENT or HRP LAHDESIGH. C5S PLANT Ll$T PER GLENN LUK05 ASSOCIATES. DATE: BY: DESCRIPTION OF REVISION: APP'D. 12/14/i _&. ~SIOMSPeRCil~OPtBPORr eeAGH /, 10. ALL RNA EN AL PLAN ING A MUILCHED W A O IN (:2") L MULCH SHALL BE PACIFI MUL CITY APPROVED EQUAL). j II. FER HO TICUL TURAL SOIL REPORT FOR / 6ACKFIL AND SOIL PREP. 12. PER THE ITY F NEV'-IPORT BEACH, "TRI-C" OR<SANIC AHENDME TS A E REQUIRED AS A SUPPLEHE11T TO THE HOR.Tl UL TU AL SOILS REPORT. THE:5E ! • SPECIFICA ONS ILL BE ISSUED VIA AN ADDENDUM JAMBOREE ROAD + + + + + + + + +IL-- + + + \ + + .\ \L.- + +: \L.-\ G \ 0 +++\)t.. + + + \L.-\ + + + \\ + + + + \It- + + + \L.-\ + + + + \ + + + + i-+ + + + It- + + + + + + + + + + \L.-+ + + + + + + + + + + + + + It-+ + + + + + + + + + + + + 1!.i-+ + + + + \L.- +·+ + + + + + + + + + + + + + + + + + + \L.-. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ~ + + + \L.-+ + + + INDEX MAP It- C.SS BUFFER !"LANTING ZONE 0~ ,:;f"'\f? ,<\~Ji~~ SCALE, 1" -20'-0" - PER THE IC C SC EDULE. REFER TO~TH=E=P~R~ojj~E~·:===---------------------------r SPECIFICATI NS. - 0 1 2 1,,,1.JJJJ I ~ PLANS H p \. ~ r.v<:> f!. o. sv,o-i< 1-,:i PREPARED BY: ~ ~ 3242 HAI.LADAY, S\JITE 203 Q SANTA ~A. 92705 LAN DESIGN .. LICENSE f (714) 557-5852 PLANNING ~ LANDSCAPE ARCHITEOl\/RE URBAN DESIGN PLANTING PLAN PROJECT STATUS OWNER ISSUE 2/4/04 BID ISSUE 7/30/04 AGENCY ISSUE 4/27/04 CONST. ISSUE DRAWN BY: CA CHECKED BY: GS DATE: V28/04 LANDSCAPE PLAN CHECK NO LANDSCAPE PERMIT NO. LP-3 ~ CITY OF NEWPORT BEACH BAY VIEW LANDING PARK LANDSCAPE DEVELOPMENT PLANS C1TY OF NEWPORT BEACH, CALIFORNIA PRO.ECTNO. C4881· CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 22 OF 38 ' '! t ' _.:; t c.) IJ) c' l:i 1 IL ( u --Cf. Cl. - 2 C -I- C --a: I- Cf. -L. C C ....... T"" ~ti: "' -,:::. --C: -L. u C: C: <! ....... I-u Cf. C: -a: ....... C"': ~ -<! I-I--"' -,:::. a: --Cf. > C 2 u C <l • . ORNAMENT AL PLANTING AREA~ NATIVE C.OMPATISLE, NON-INVASIVE Of<_NAMENTAL PLANTING + + + + + --'cl::. + + + + i'-"' + + + EXISTING BLUFF LEFT NATURAL + • +"--..; + + +. FEF!l-TO LAl#TIN~ B'AI + + +"-+ 2 +; + 'P FL'.O + +", + =r \ + ·;1;- + + + + + ..f GE @ ~IN. ~E . ~-+ + \\ ~ AliaL L APE FM::A~ L .S!HE FL~Y'l @t-2%+ + cf\ ,MIN.-J() T A ~11'>15 @-,1-% . I~ + + + + \-A(;cC.0 lql/ C.[¥1L ~G._pRAplN~ + + + + + "-,J?RA.p'l ANS+ ~TAllfD f::/FRE_\ts. + + + + +8. + ~FER+-T AN(;jl . APE q.C1NStfRUQ.-TIO),.j-PL,'),.N lfOR+ • +~ + ~l.4C,O ~Ill". lq.N FijA .• ~5 .pHOl<)IN ~qN. f.p!f'<J.-+ + + ~U6j.P NT +O 6f;c f'lPRq/ED~ 4)Y'lNEp'</ + + "'+~~ 5C.¢P. !j!ITE,;;,.T P~ OR+TO Ji'.L.tpJIN~ + + +lo. ALL °bRNt.ME ITloN T-iMATt::R Td-6E1"ROV'IDEt> + + +Jt-l/-,.. TWO INCH iE( G-ON OR-JAN • TE!:P SY+ + + + + • CIFtlC HULCHI-( + ~('Pf= l°4ECT.f' ~Tl~ NqTE5..pHEfi.T. + IJT to HbRTrt Gli't!:E LAl<e 4 'PETAIL5+ + + 6t + + ~ R;lo.DINdS, IN;l!,,GE;I-ANCi-5Tl.tEET+ + 12'. PER THE Cl + + + + + + + A,MENPME-NT5 5 SHAL PLANTE& A fi;J1N11'ifuM + + T§i~1~l"1~~~ ~ M-iTHE t>o E !!DG& ANIP + + tHE rtoc'sc. DU E U!P5L F-¥>.LL-16ENd;H + + 5 lECl~ATilON5t + HA>-RDSCA ..,.........,fl1.E5. + + + + + + + + + + + + + + + + + + + + + + + + + + + • ~ + + + + + + + + + + + + + + + ++·<.1J-+ + + + + -----+-.. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ~-c---+ + + + + +'\. + + + + + + + + + + + + + + GROUNDC.OVEf<./H HYDROSEED MIX 'A' C-OASTAL SAeE SC-RU6 RESTORATION UNMOJ/IIED GRA55E5 SYMBOL DESC-RIFTION ~ l-01'< <SR.ASSES, SEE EZJ + MEDIUM HEleHT <SR.ASSES, see REMARK FER Pl-ANTINIS NOTES SHEET DETAIL C, C, SHEET LF-1 LF-1 + +, + + + + + + + + + + + + + ++'\-,+ +++ + • * + + + + + + '* + + INDEX MAP 2B ALE 1• = 20'-" ~ HOT TO ICALe 0 1 2 Lu t L, t,4..' I PLANTING A CONSULTANTS DATE: · BY: DESCRIPTION OF REVISION: APPD. 12/14,1 _& "1MS!a!IS P1!R CITY Of' l'l!lf"OP:O !!eA<:11 + + + + + + + + I- + + + + + ·+ + + +./ + , + l+ + + !+ + + + , + + f + 't'J, +f + + + + ~1--,-.;.j + + + + 4 d- + + + + + + + + + + + + + + +' + + +' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PLANS PREPARED BY: 3242 HALLADAY, SUITE 203 SANTA ANA CA 92705 LICENSE #1384 + + + + + HRP UNDESIGN EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLAHS ARE HOT TO BE REPRObucED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVtR, NOR ARE THEY TO 9E ASSIGNED. TO A THIRD-PARTY WITHOUT FIRST OBTAtNING THE WRtTTEN PERMISSION AND CONSENT OF' HRP LANDESIGN. (714) 557-5852 + + PLANT NA E C-EANOTHUS 'HEART'S DESIRE' HR LAN ESICN PLANNING LANDSCAPE ARCHITECTURE URBAN DESIGN .QUA TITY 104 SIO 12 -r--r- + + + + SIZE I <SAL. I <SAL I <SAi() I <SAL. I <SAL. . 5 <SAL. I <SAL. SFAC-IN$ ;)'-0" O.C-. TRIANeLJLAR SPAC-IN<S 4'-0"0.C-. NATURALIST.IC, SPAC-IN<S 4'-011 .C,. NATURALISTIC, .. SPA Ne ;)'-' O.C-. TRIANOOLAR SP C-IN<S 5'-" O.C-. TRIANelJL.AR SP C-INe 4'-' O.C-. TRIAN<SIJLAR SF IN<S C-. TRIAN<SULAR 5'-0"0.C-. NA SPAC-IN$ '-0";0.C. NATURALIST ~,PAC-!Ne V-- ---....... \I,,. Botanic Name (,, Arlemisia callfom/ca C::aliforliia sagebrush Baccharispilu/aris C::oycit~ bush lsocoma menzi9$ii . , • . Coa$1al golqenbush Leymus coll<$/1SfiftJs • •· G.antwild rye Ence/la califomica .: , ' :Calfromia sunflower scoparius Eriogonum fa$/iiciilatunf ' 13tickv;lieaj Heteromefes ami(Wo/Jit . : TQyrin Eriophyl/um cdmeitif/tJrnm. !;llok!enYarrow Lycium califom/t;a . CalifolTiia boxthorne suada taxilfok'a • Woolyseabllte Rhus integrifolia Lemonade berry Total container $toc:tr . Seed Nassef/a plllchra Melica imparfecta Corethrcgyna·fifanifotia- Total Seed NOTE, ALL c~s Pµrple needlegrass Coast Range Melic Common sand aster Sto.ck Type 1 gal 5'o.c. 1 gal 5'o.c. 1 gal 51 0.c. 1 gal 5' o.c. 1 gal ·5'o.c 1 gal S'o.c. 1 gal 5'o.c. 1 gal 15' o.c. 1 gal 4' o.c. 1 gal 5' o.c. 1 g,il S'o.c. 1 gal 5' o.c. 1 gal. 15' o.c Seed Seed Seed -......_....._. No. per Acre 400 25% 100 6% 1.00 • 6% 75 5% 200 • 12% 150 5% 300 19%. 45 3% 50 3% 100 6% 60 4% 60 4% 45 3% 1610 100% Lbs. per Acre 4 33% 4 33% 4 33% 12 100% 35 "---. -~ I 5 ---40 ~"'-~ ~ ~--"-. <o 45 V-- V----50--i~:--___:. ___ .=o-_-"'\z': V--V-- V--. V-- 0 ant Qty. 600 150 150 113 300 225 450 68 75 150 90 90 68 2417 Total Lbs. 6 6 6 18 ... 77 ]Jimm8, + + + + + + + + + + .p5 + + PLANTING PLAN DRAWN BY: CA CHECKED BY: GS V-- 60 'V--+ + + + \I + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LANDSCAPE PLAN CHECK NO LANDSCAPE PERMIT NO. DATE: 1/28/04 LP-4 CITY OF NEWPORT BEACH BAY VIEW LANDING PARK LANDSCAPE D.EVELOPMENT PLANS CITY OF NEWPORT BEACH, CALIFORNIA C\J I a.. _J w z ·-_J I (.) ~ ~ w w Cl) CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PRO.Eal'~ C4881 23 OF 38 -, ' u --U. U. --L. C -I- C --a 1- (J -L. C C ....... ,... =t4 --C -L. u C C <I ....... 1-u (1 C -a ....... Ct'. =t4 "c:::: ..::. a --CJ. > C -L. u (! <I SCALE -1" = 0 1 2 . bt I' J,J.4,U I \ \ \ \ \ \ ?x'\ ·,'\ "-"-"-'-._ 0s. \ + + + + + + + + + + + l J NATIVE C.OMPATl6LE, NON-INVASIVE. ORNAMENTAL PLANTING. SYMBOL CD 0 @ ® 0 ® 0 PLANT NAME CEANOTHUS 'HEART'S DESIRE' ARTEMISIA CALIFORNICA CALIFORNIA SAGEBRI.JSH BACCHARIS PILULARIS 'CONSANGUINEA' • BACCHARIS PILULARl5 'Pl6EON POINT' CEANOTHU5 GR15EU5. . HORIZONTALIS 'YANK!:!: POINT' CISTUS CORBARIENSIS l'IHITE ROGK~E SALVIA LEl)CANTHA 'MIDNIGHT' MeXIGAN SAeE !:NC.ELIA CALIFORNICA CALIFOlsNIA El-!CEL.IA ERIOGONUM FASCICULA.TUM COMMON BU~AT HETEROMELE5 ARBUTIFOLIA TO't'ON MIMULUS AURANTICUS (HYBRIDS YELLOY'I) MONKEY L ~ ROMNEY A COUL TERI 'RAY HARTMAN' RHUS INTE6RIFOLIA I..EMONAOE BEAAY SAL VIA CLEVELANDII 'AROMAS' UNMOV'lED. GRASSES ..... .... MIH ... QUANTITY 51 0 0 :250 :200 1:20 :25 er 0 0 4b 0 112 SYMBOL DESCRIPTION SIZE I GAL. I GAL. I 5AL. I GAL. I GAL. 5 GAL. I GAL. SPACIN6 5'-0" O.C. TRIANeLILAR SPACIN6 ' . 4'-0"0.C. NATUAALl5TIC SPACIN5 '. • 4'-0"0.C. NATURALISTIC, . 5PACINp • 5"-0" O.C. TRIANGULAR • SPACING 5'-b" 01C. TRIAN<o>ULAR • • 5PACIN,G • 4'-0" O.C. ~!ANGULAR SPACING • 4"-0" O.C. TRIA1'/GULAR SPACING I GAL. 5'-0"0.C. NATUAALISTIC SPACING 4'-0"0.C. NATURALISTIC I <5,AL. SPAC.IN<S, ;:,; 5 GAL. e,'-0"0.C. NATURALISTIC SPACIN6 .. . . :, _,: 1_'!: I cS-AL. 4'-Cj"Q): •. NATURALISTIC SPACING 5 GAL. 4'-0" O.C. TRIAN6ULAR SPACING 5 '-AL. b'-0"0.C. NATURALISTIC. = SPACIN6 ' I 6AL. 4'-0" O.C. TRIAN6ULAR SPACIN6 DETAIL • ~ -/ ._., ~· LOV'I c5,RA55E5, SEE '.;~};. ",',,: : •-~-LP-1 ,.,,. '"" /----------+-·~· --+--"---I MEDIUM HEl5HT 6RA55ES, SEE C, LP-1 '-'-"' :-... ~ :-... ' ' • ' ' ' ' ' <,-.' '6' 0 FL.ANTING NOTES: REFER TO PLANTING> DETAILS AND NOTES. ( -""-,L_--) TYP. FLOJ.'IILINE /DIRECTION OF DRAINAGE @ ::2% MIN. SE:E CIVIL ENG. PLANS. ALL LANDSC.APE AREAS SHALL SHEET rLOJ.'11 @ ::2% MIN. OR DRAIN TO AREA DRAINS @ 1% MIN. IN AC.C.ORDANC.E J.'11/ THE CIVIL ENJSo. JSoRADINJSo $ DRAINAGE PLANS CONTAINED HEREIN. + REFER TO THE LANDSCAPE C.ONSTRUC.TION PLANS FOR + + + + + + + + + -f + + + + + + ALL C.ONSTRUC.TION FEATURES SHOJ.'IIN HEREON. FINAL , SHRUB PLACEMENT TO BE APPROVED BY OJ.'IINER/ '-.._ ' '-.._ { ---..__, :---... , . "-"- '- '-i°o " ~ 0-. SEE MATCHLINE LP -4 0-- LANDSCAPE ARC.HITEC.T PRIOR TO PLANTING. :--.._ DITIQNAL PLANT MATERIAL TO SE PROVIDED CONTRAC. TOR AND SPOTTED SY l?E ARC.HITEC.T PER PLANTING NOTES SHEET. IVIL ENGINE:ERING> PLANS 4 DETAILS 5 G, DR.Al~~ AND STRE:E:T ' " \ . EW-· DUN SEE MATCHLtNE TH1S.SHEET 1. ALL PLANT MATERIALS SHALL SE PLANTE:D A MINIMUM OF S'-0" AJ.'IIAY FROM THE DOJ.'IINSLOPE EDGE AND 5'-0" AJ.'IIAY FROM THE UPSLOPE EDGE OF ALL SENC.H DRAINS AND OTHER HAR.DSC.APE FEATURES. s·-n b. FINAL FINISH GRADE OF ALL PLANTING AREAS AS DIR.EC.TED AND APPROVED SY LANDSCAPE ARC.HITEC.T AND OV'INER "I. ALL SHRUBS SHALL SE PLANTED ::2'-0" MIN. FROM SAC.K OF J.'IIALK. 10. ALL OF<:NAMENTAL PLANTING AREAS TO SE MULCHED J.'11/ A TJ.'110 INC.H (2") LAYE:R OF MULCH SHALL SE ACIFIC. MULCH (OR CITY APPROVED EQUAL). INDEX MAF 12B w ::) (/) Cl) -z 0 -t-o ::) a: t- (/) z 0 0 ......... ,-- =ti:: ~ ::) Cl z w 0 0 <( ......... 1-w (/) Cl -co ......... ('I) =ti:: _J <( ~ -~ co a-C:-0:-N:-:. "'.'S:-U::-L:T~A:-N'.:T:".:S~-------~-----""to~A::;;TE:~--;a¥';: ---;:DE;;s;c;Rr;PT1;:;;o:N:-;o;F-;:;REV1;;;;;;s;,o;;N::----:;A;PPD~. ---------------------,-::::=====;,,=. ==========:::-,--:~~~::-'-,---------------r----------,-----------...... ---------, ~ PLANS ' • ~,,_,<:> ~ 0 . sv,04 ~ LANDSCAPE PLAN CHECK NO CITY OF NEWPORT BEACH PREPARED BY: f ~ ~ %. s.\-\-PLANTING PLAN BAY VIEW LANDING PARK >- i. ~~ ~ PROJECT s· T"'TUS LANDSCAPE ~AMIT NO. LANDSCAPE DEVELOPMENT PLANS 0 HRP LANDESIGN EXPRESSLY RESERVES ITS COMMON cl -f M. z LAW COPYRIGHT ,\11D OTHER PROPERTY RIGHTS IN 3242.HAUAOAY, SUITE 203 CITY OF NEWPORT B"' A""H, CALIF0-•1A • THESE PLAHS. THESE PLANS ••• NOT TO .. SAfll"A ANA. CA. 92706 L AN o·E 5 1 c N OWNER ,ssuE 2/4/04 a,o 1ssuE 7/30/04 • • • ........ • ""' REPRODUCED, CHANGED, OR COPIED IH ANY FORM LICENSE f1384 _, -111-~~~~~:_..E:_~__.J_~~~!:--..!5.~!.__ir--~-------r----------------lji-oo:i-ffiN0.0:-::-:--:--::---t W OR MANNER WHATSOE'/£1!, NOR AR£ THEY TO BE ,.. • PLANNING . AGENCY ISSUE 4/Zl/04 CONST. ISSUE CITY· OF NEWP'ORT .......... H ~•·•=--v-•Tc_4_8_8_,1-11. , ..... ASSIGNED TO. THIRO PARTY WITHOUT FIRST c7•1• '.,.; > 557.:.5852 LANDSCAPE ARCHITECl\JRE 111;,:,;-,.._..___,:; LP 5 ~ _ ~ 1.,._....,_,, _________ .;;;g~..;T~;;;;~i..;":'..;r:';,:;;o~;;;;•Y/:';;;;"m;..· '.•.Prn.,.•..,1SS1 .. o=•-•..,"° .. c..,o• .. ••..,•T....J......,....J..,,;,,.,,,,,J, ............... ....., .... ...,.....,...,.-=....,....,..,.J,.,....,..!.,...,......, .... __,...,._....,._..,... ___ ....,....,._, ........ ...,.,_..__....,...,j_;;;;;_;;;""t-;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;URBAN;;;. ;;;;;;;DE;;;;;;SIGN;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;::;:,.,L....,...,.;;"'~_;.;:;~;:_._..,J.;;;;DRA~WN;;, • .,;;El,;;Y:_;;C;;,;A...,.6C;;.H;;;,EC:,;KED::.,,;;.aY;;,:,.,:GS~J·,.;D;.;,A,;;:rE::,· ,;;,V2:,;8;,;/04;.;.,,,.!-, ..... _,~==----== ..... -=.J.. ....... ..,.:P.,;U;;;B;;;L;;;IC:, • .,;W,;.O:,R;.;;,;K::S.,;D;;;E:;P.,;ARTM,;;.;,:..;· :.;;E:NT::_ __ .J..._..;~;;·;t· .·_::GF::;>_3;:· :3l <( --- ' t::::---0 CONSULTANTS HRP 1.ANDESIGN EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE: PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNE:R WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT F"IRST OBTAINING THE WRITTEN PERMISSION AND CONSENT or HRP LANDESIGN •. \ \ DA TE: BY: DESCRIPTION OF REVISION: APP'D. 12/14'S A tteYJS!ONS l'!!R c;ITY or 1erott, l!!!A<:II --------------------- ~ ----------- \ \ I I \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ . \ OCK GROUP MASSINGS:\ __../ i",ND PEBBLE ROCK FILL, ~ SEE SHEET L -. \ \ \ ,,,,.,,,,.,,,,./. --------------- NATURAL LANDFORM ENHANCEMENTS PLANTING SYMBOL PLANT NAME QUANTITY SIZE @ CAREX TUMUICOLA BERKELEY SEDGE: .2T7 I GAL. OAAEX DYMONDIA MAReARETAE .~ 405 LINERS NCN ' ""' ® EPILOBIUM CANUM e,5 I GAL CAL.IFOl<NIA FUCHSIA EPl ERl6ERON 6LAUCUS 65 0 I GAL. SEASIDE DAISY ..,,. FESTUCA MAIR.El 256 I GAL. @ ATL.ASF!aSCVE -- FESTUC.A OVINA GLAUC.A .214 0 I GAL. BL.VE FESCIJE F"50V1AA HELIC.TOTRICHON SEMPERVIRENS 266 • ® I GAL. BL.VE OAT eRASS ""-"' <B) MIM.ILUS AURANTIACUS 150 (HYBRIDS YELLOJtsl) I GAL. YELL.OW MON,....,.., FL.Oi,il:;R "'" PENSTEMON HETEROPHYLLUS I4e, © I GAL. FOOTHILL PENSTEMON """ SALVIA SONOMENSIS Joe, @ 'DARA'S CHOICE' I GAL. DAAA'S CHOICE' CREEPINo5 SA<SE "°""" Q! VERBENA LASIOSTACHYS 160 I 6AL. 1'-11$'l'ERN VER.VAIN - PLANS HRP PREPARED BY: 3242 HALLADAY, SUITE 203 SANTA ~A 92705 LAN ESICN. LICENSE f (714) 557-5852 PLANNING LANDSCAPE ARCHITECTURE URBAN DESIGN SPACING l'-6" O.C. NATURALISTIC SPACING NATURALISTIC SPACING ROUGHLY 21 PER 10 SF 4'-0" o.c. NATURALISTIC SPACING 2'-0" o.c. NATURALISTIC SPACINe 2'-6" o.c. NATURALISTIC SPACIN6 l'-6" O.C. NATURALISTIC. SPACING 1'-6" o.c. NATURALISTIC SPACING 4'-0" o.c. NATURALISTIC. SPAC.INe 2'-0" o.c. NATURALISTIC SPACIN6 2'-6" o.c. NATURALISTIC. SPACING 2'-0" o.c. NATURALISTIC. 5PAC.IN6 !-IDSO,i,o~ o. SVJo_., ~ '< Cl \ ; ,. ~"r FL.ANTING NOTE:S, I. REFER TO PLANTING DETAILS AND NOTES. 2. ( LC.I.-'----) TYP. FLOl'4LINE /DIRECTION OF DRAINAGE @ 2% MIN: SEE CIVIL ENG. PLANS. S. ALL LANDSCAPE AREAS SHALL SHEET FLOW @ :2% MIN. OR DRAIN TO AREA DRAINS @ 1% MIN. IN ACCORDANCE WI THE CIVJL ENG. GRAPING ¢ DRAINAGE PLANS CONTAINED HEREIN. 4. REFER TO THE LANDSC.APE CONSTRUCTION PLANS FOR ALL CONSTRUCTION FEAilJRES SHOWN HEREON. FINAL SHRUB PLACEMENT TO BE APPROVED BY OWNER/ LANDSCAPE ARCHITECT PRIOR TO PLANTING. 5. ADDITIONAL PLANT MATERIAL TO BE PROVIDED BY THE CONTRACTOR AND SPOTTED BY LANDSCAPE ARCHITECT PER PLANTING NOTES SHEET. 6. REFER TO CIVIL ENGINEERING PLANS 4 DETAILS FOR ALL FINISH <SRADIN<S, DRAINAGE, AND STREET IMPROVEMENTS. i. ALL PLANT MATERIALS SHALL BE PLANTED A MINIMUM OF S'-0" AINAY FROM THE DOWNSLOPE ED<SE AND 5'-0" AWAY FROM THE UPSLOPE EDGE OF ALL BENCH DRAINS AND OTHER HARDSCAPE FEAilJRES. 8. FINAL FINISH GRADE OF ALL PLANTING AREAS AS DIRECTED AND APPROVED BY LANDSCAPE ARCHITECT AND OWNER 'I. ALL SHRUBS SHALL BE PLANTED .2'-0" MIN. FROM BACK OF WALK. 10. ALL ORNAMENTAL PLANTINe AREAS TO BE MULCHED WI A TWO INCH (.2") LAYER OF MULCH SHALL BE PACIFIC MULCH (OR CITY APPROVED EQUAL). II. REFER TO HORTICULilJRAL SOIL REPORT FOR BACKFILL AND SOIL PREP. 12. PER THE CITY OF NEl'lPORT BEACH, "TRI-C" OR<SANIC AMENDMENTS ARE REQUIRED AS A SUPPLEMENT TO THE HORTICUL ilJRAL SOILS REPORT. THESE SPECIFICATIONS 1-'llLL BE ISSUED VIA AN ADDENDUM PER THE IC.DC SCHEDULE. REFER TO THE PROJECT SPECIFICATIONS. ~ NOTTO SCALE ~LANTING PLAN LANDSCAPE PLAN CHECK NO ENLARGEMENT) PROJECT STATUS LANDSCAPE PERMIT NO. OWNER ISSUE 2/4/04 BID ISSUE 7/30/04 AGENCY ISSUE 4/27/04 CONST. ISSUE IS'~)-~ fO~ ORAWNBY: CA CHECKED BY: GS DATE: 1/28/04 LP-6 ,, _.:;,, t ~ §· $CALE 1" = 10'-0" 0 1 2 ~l 111 111J I . _/,:'..,.-,.,... _,,.-/ -. / / lNDEX MAP 28 CITY OF NEWPORT BEACH BAY VIEW LANDING PARK LANDSCAPE DEVELOPMENT PLANS CITY OF NEWPORT BEACH, CALIFORNIA CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJEar NO. C4881 250F 38 ll... I u -u u --L C -1- ( --a 1-u -L C ( ..... T' ~ "'== ..:::: --C -L u C C <J ..... 1-u u C -a -<J I-1---.::: ..::: a - = r--=-r.~~-"-{_ 2 . r--=r'--'-19_ 11 1 i11 11 il1 111 111 ii'l1 11 m- =III 111-111-111- TV'llcE ROOTBALL SECTION DIAMETER NOT TO SC.ALE 51-!RSYINE CD ROOTBALL CROJ/'lN 5HALL BE • I" ABOVE FIN.ISH GRADE . AVOID PLANTING SHRUBS DIRECTLY IN.FRONT OF IRRIGATION SPRAY HEADS· PROVIDE CLEARANCE J/'lHEN P05SIBLE @ 9". HIGH J/'lATER RETENSlC)N BASIN. FORM FROM PLANT PIT EXCAVATION. MAY SE RAKED OUi PRIOR i@ 0.THER J/'lORK AS DIRECTED BY. LANDSCAPE ARCHITECT @FINISH GRADE @FERTILIZER TABLETS PER PLANTING NOTES @PREPARED BACKFILL PER _ PLANTING NOTES @ 6" ZONE OF OVER- EXCAVATED AND RE- COMPACTED NATIVE SOIL NOTE,- 1. ALL PLANT MA TERI AL SHALL HAVE 2" TO 4" LAYER OF NITROLIZED J/'lOOD CHIP MULCH, TYP. PLACED IN J/'lATER RETENTION BASIN. • 2. LIBERALLY DUST SIDES AND BOTTOM OF PITS Y'I/ FINELY GROUND AGRIC.UL TUR.AL GYPSUM. :3. PER THE CITY OF NEJ/'lPORT BEACH, "TRI-C." ORGANIC AMENDMENTS ARE REQUIRED AS A SUPPLEMENT TO THE HOR.TIC.UL TUR.AL SOILS REPORT. THESE SPECIFICATIONS J/'llLL BE ISSUED VIA AN ADDENDUM PER THE ICDC. SCHEDULE. REFER TO THE PROJECT SPECIFICATIONS. SECTION NOT TO SCALE ROOTBAJ.: DIAMETER NOTE: CD SHRUB ROOTBALL: • .• .• CROl"IN SHALL BE :3" ABOVE FIN. SLOPE GRADE @ LOJ/'lER AND UPHILL SIDE @s" HIGH J/'lATER RETENTION . BASIN, FORM J/'llTH SOIL EXCAVATED FROM UPHILL SIDE OF SHRUB @1:1 MAX. COMPACTED iAPER FILL AT FRONT PLANi PIT -. (±) FERTILIZER TABLETS PER··· •• PLANTING NOTES •• @ PREPARED BACKFILL PER PLANTING NOTES @6" ZONE OF OVER- EXCAVATED AND RE- COMPACTED NATIVE SOIL G) I ,I MAX. CUT SLOPE BEHIND PLANT PIT @ EXISTING SLOPE I. ALL PLANT MATERIAL SHALL HAVE 2" TO 4" LAYER OF NITROLIZED J/'lOOD CHIP MULCH, TYP . PLACED IN V'IATER RETENTION BASIN. 2. LIBERALLY DUST SIDES AND BOTTOM OF PITS J/'l/ FINELY GROUND AGRICULTURAL GYPSUM. 9. PER THE CITY OF NEJ/'lPORT BEACH, "TRI-C." ORGANIC. AMENDMENTS ARE REQUIRED AS A SUPPLEMENT TO iHE HOR.TIC.UL TURAL SOILS REPORT. THESE SPECIFICATIONS V'IILL BE ISSUED VIA. AN ADDENDUM PER THE IC.DC. SCHEDULE. REFER TO THE PROJECT SPECIFICATIONS. SHRUB PLANTING B SHRUB PLANTING ON ;~LOPES 25'-0" 25'-0" C) + + + I LOI'! <SAASSl:S () I II) N + + + + Mi:PIUM Hl:IGHT iQ UNMO~ED SR.ASSES SYMBOL 0 0 0 EB PLANT NAME LO~ GRASSES AGROSTIS PALLENS (DIEGOENSIS) SAN DIE<SO SENT <SRASS HORDEUM BRACH";' ANTHER.UM FOX TAIL BARLEY CAR.EX PRAEGRACILIS MEADOl'l 5EDcSoE LEYMUS TRITICOIDES C.REEPIN<S V'IILD RYE NASELLA PULC.HRA PURPLE NEEDLE cSoRASS HYDROSEED Ml X TO ALL . LO~ GRASS AREAS: MELIC.A IMPERFEC.TA -10 LB/ACRE MELie. <SRASS LEYMUS GLAUC.US -20 LB/AC.RE SLUE V'IILD RYE % 25 25 20 20 10 DIC.HELOSTEMA PULC.HELLA - I LB/AC.RE SLUE DIC.KS SISYRINCHIUM BELL.UM - 4 LB/ACRE SLUE EYED <SRASS MEDIUM HEIGHT GRASSES SOTHRlOCLOA BARBINDOIS CANE 6LUE STEM MUHLENBERGIA RIGENS DEER <SRA55 60 40 QUANTITY PER TOTAL TOTAL 625 SF QUANTITY SF SIZE SPACING 101,'=!42 50 8,155 PLUGS 50 8,155 PLUGS SEE GRAPHIC. 40 6,524 PLUGS ABOVE 40 6,524 PLUGS 20 9,262 PLUGS • C.ALOCHORTUS SPLENDENS - 4 LB/ AC.RE LILAC MARIPOSA BLOOMER.IA CROC.EA -4 LB/AC.RE C.OMMON <SOLDENSTAR LASTHENIA C.ALIFORNICA - 4 LB/ACRE DV'IARF <SOLD FIELDS 60 6,540 PLUGS SEE GRAPHIC ABOVE 40 4,:360 PLUGS + + + GRASSES PLAN VIEV'{, SCALE, I"= 10'-0" ~· ~i " n:,:,--_' H·- ''~0:-t0t~ r:•. >'N~\1? t;;•' _., ____ . ---,•-.,._ 7· ' ------· \ w :::, (J) (J) -z 0 -l-o :::) a: 1- (J) z 0 0 ........ -~ :#: ~ :::) 0 z w 0 0 <( ........ 1-w (J) 0 -co ........ ~ =It= _J ~ -t-,-..,......-------------------------------------------i----------------------------------------------------------1~ UNMOV'!ED GRA$5ES DETAIL co r---------------r::=--=.--=::=;-;:;-::;::;::::::-----::;;r---------------t-::==::::::;:=======::::.::-,--~~~--,----------,------,---------------,:::> -· CONSULTANTS DATE: ev: DESCRIPTION OF REVISION: APP'D. PLANS '.: fyQ ~~O:;;.o~ ~-PLANTING DETAILS LANDSCAPE PLAN CHECK NO CITY OF NEWPORT BEACH (J) HRP U.NDESIGH £XPR~l'f -RESERVES ITS tOM-MON _LAW C()P'(R/GHT AND OTH~ f>ROP.ERTY RIGHTS IN THESE PLANS. THESE PLAHS ARt NOT to· BE REPROnUC@, CHANCED, OR COPIED I~ ANY FORM OR MANNER WHATSQ.EVER, "HOR AR£ THEY TO BE ASSIGNED TO A THIRD PARTY-W1TH0UT F_IRST OBTAINING THE WR-ITT£N P£ftMISSlON AND CONS£'NT or HRP LANDESIGN. PREPAREO:.BY: :! :.tc 1~ '1( ~ s.\Jr. --• --BAY VIEW LANDING PARK • >-" I -:;;t'~W.~:<... ~ PROJECT STATUS LANDSCAPE PERMIT NO, LANDSCAPE DEVl:LOPMENT PLANS ~ ~-424/!SE-t~x. -~ 203 L-AN o· Es I· c· N .. : f-0-W_N_E_R_IS_S_U_E_V __ 4-/04-.....-B,-D-IS-$-UE--7.-/3-0/04-. --i CITY OF NEWPORT BEACH; CALIFORNIA •• ~~ E t!364 PLANNING di;; Expires 10-31-06 ~"r AGENCY ISSUE 4127/04 CO~ST. ISSUE CITY OF NEWPORT BEACH PRO.l!CT NO. C4881 W (714) 557-5852 ~8f~HITEC11JRE "th ::----:-; o~ e c · · · LP-7 PUBLIC WORKS DEPARTMENT iii -·· 38. · (9 DRAWN Y: CA CHE KEO BY: GS DATE: 1/28/04 2yOJ; ' ; . _ <( FEB O 3 2Cfr5 CONSULTANTS HRP LANDESIGN EXPRESSLY AE;SERVES ITS COMMON LAW COPYRIGHT AN_D OTHER PROP~RT\' RlOijfS IN THESE PUNS, THESE Pl.A.HS ARE NOT TO BE REPRODU(:EO~ CHANGEO, OR CPPIED IN ANY· ·FORM OR MANNER WHATSOEVER, NO~ ARE THEY TO ·BE ASSIGNED TO A THIRD-PARTY WITHOVT-FIRsl ODTAINING THE WRITT£N PERMISSION A-ND CONSENT or HRP W,DESICM, DATE: BY: ' Dl:SCRIPTION OF REVISION: APP'D. I. SPECIAL CONDITIONS: PENDING FINAL SOILS REPORT A. SOIL PREPARATION: ALL PLANTING AREAS TO RECEIVE GROUNDCOVER FROM FLATS AND/OR TURF (EXCEPT GROUNDCOVER AREAS ON SLOPES 3:1 OR GREATER) SHALL RECEIVE THE FOLLOWlNG AMENDMENTS PER 1,000 SQ.FT. • • AND SHALL BE UNIFORMLY BLENDED INTO THE UPPER. • SURFACE SOIL TO A DEPTH AS REQUIRED IN THE HORTICULT.URAL. SOILS REPORT. 20 LBS. 100 LBS. 15 LBS. 4 CUBIC YARDS FERTILIZER 6-20-20 AGRICULTURAL GYPSUM SOIL SULFUR NITROGEN FORTIFIED ORGANIC AMENDMENT (COMPOST * OR REDWOOD OR FIR SAWDUST) * RATES AND FERTILIZERS MAY HAVE TO BE ADJUSTED DEPENDING ON THE ANALYSIS OF THE SELECTED COMPOST. * PER THE CITY OF NEWPORT BEACH, ''TRI-C" ORGANIC AMENDMENTS ARE REQUIRED AS A SUPPLEMENT TO THE HORTICULTURAL SOILS REPORT. THESE SPECIFICATIONS WILL BE ISSUED VIA AN ADDENDUM ·PER THE !CDC SCHEDULE. REFER TO THE PROJECT SPECIFICATIONS. E. F. G. H. ALL HYDROSEED SHALL BE APPLIED CONTINUOUS UNDER ALL CONTAINER PLANT MAlERIALS SEED AND PLANT MATERIAL SOURCES 1. LOCALLY COLLECTED SEEDS AND PLANTS PROPAGATED FROM LOCAL SOURCES SHOULD BE USED TO ENSURE SIT.I'; ADAPTABILITY OF . • THI'; PLANTINGS AND TO MINIMIZ.E GENETIC .CONTAMINATION TO. ADJACENT EXISTING NATIVE VEGETATION. • • EXCESS/SPOILS SOILS DISPOSITION: . . 1. . .ALL EXCESS SOIL GENERATED FROM LANDS~APE CONSTRUCTION, IRRIGATION ANO PLANTING WORK .• SHALL BE REMOVED FROM THE WORK /ifsEA • THE OWNER WILL DESIGNATE A LOCATION· (OR .· ' THE DISPOSITION OF ANY EXCESS SOIL WfJ}HN. THE OVERALL PROJECT BOUNDARY. · ADDITIONAL CONTRACTED PLANT MATERIAL: 1 . IN ADDITION TO THE PLANT MATERIALS SHOWN ON THE PLANS, THE FOLLOWING TREES/ SHRUBS TO BE SPOTTED IN THE FIELD BY THE OWNER AND LANDSCAPE ARCHITECT SHALL BE SUPPLIED BY D.L. CUNNINGHAM ANO INSTALLED BY THE LANDSCAPE CONTRACTOR: :c ~ It ~ J ~ ~ 6 IL I) C) z <( B. SOIL PREPARATION AREAS: SIZE QUANTITY ~ \) j[ C . ALL PLANTING AREAS AS FOLLOWS SHALL BE SOIL PREPPED IN ACCORDANCE WITH THE HORTICULTURAL SOILS REPORT. 1. NOTE: THE LEVEL PLANTING AREAS (3: 1 AND LESS) FROM BACK OF CURB OR BACK OF WALK TO TOE OR TOP OF SLOPE TO RECEIVE GROUND COVER • AND/OR SHRUBS FROM CONTAINERS AND NURSE CROP OVERSEED SHALL BE FINE GRADED TO PROPERLY DRAIN AT 2% MINIMUM ONLY. 2. PER THE CITY OF NEWPORT BEACH, ''TRI-C" ORGANIC AMENDMENTS ARE REQUIRED AS A SUPPLEMENT TO THE HORTICULTURAL SOILS REPORT. THESE SPECIFICATIONS WILL BE ISSUED VIA AN ADDENDUM PER THE ICDC SCHEDULE. REFER TO THE PROJECT SPECIFICATIONS. BACKFILL MIX: BACKFILL MIX AROUND ALL CONTAINER . PLANT MATERIALS SHALL CONSIST OF THE FOLLOWING UNIFORMLY BLENDED MATERIALS: 2 LBS. IRON SULFATE PER CUBIC YD. OF MIX 5 LBS. FINELY GROUND AGRICULTURAL GYPSUM PER CUBIC YD. OF MIX PLANT FERTILIZER TABLETS PER HORTICULTURAL SOILS REPORT -SEE HORTICULTURAL SOILS REPORT FOR MORE DETAILED PLANTING INSTRUCTIONS I. J. SHRUBS: BOTANICAL NAME BACCHARIS PILULARIS 'PIGEON POINT' 1 GAL. CEANOTHUS G.H. 'YANKEE POINT' 5 GAL SALVIA CLEVELANDII 'AROMAS' 1 GAL MIMULUS AURANTICUS HYBRIDS YELLOW 1 GAL SALVIA GREGGII 'ALBA' 1 GAL 2. ADDITIONAL PLANT MAlERIALS SHALL CONFORM TO THE SPECIFICATIONS CONTAINED HEREIN. MULCH: IN ADDITION TO THE CONTAINER PLANTING MULCH REQUIREMENTS OF THE DETAILS ANO HORTICULTURAL SOILS REPORT, THE FOLLOWING PLANTING AREAS SHALL RECIEVE TWO INCHES (2") MINIMUM NITROGEN STABILIZED ORGANIC MULCH: l. ALL ORNAMENTAL SHRUB PLANTING AREAS SOILS REPORT -(PENDING FINAL S.OILS REPORT) 50 EA 50 EA 20 EA 30 EA 10 EA "'1" 0 ......... C") ,--......... CX) w ::J Cl) Cl) -z 0 -D. HYDROMULCH MATERIALS: 1- b-,_· 1. HYDROMULCH MATERIALS SHALL CONSIST OF THE FOLLOWING COMPONENTS ON A PER ACRE BASIS: 2. • FOR AMENDED AREAS: 200 LBS. UREAFORM (38~0-0 WIN 27%) FOR UNAMENDED AREAS: 300 LBS. UREAFORM (38-0-0 WIN 27%) 400 LBS. 60-20-20 1000 LBS. AGRICULTURAL GYPSUM SEEDMIX: THE APPROPRIATE SEEDMIX AS LISTED BELOW AND THE APPROPRIATE WATER VOLUME SHALL BE MIXED IN THE HYDRO-SEEDING MACHINE WITH EACH OF THE SPECIFIED COMPONENTS TO ALLOW FOR A HOMOGENEOUS SLURRY, WHICH IS THOROUGHLY MIXED AND CAN BE AP.PLIED EASILY WITHOUT CLOGGING THE HYDROMULCHING MACHINE. A:'; COASTAL SAGE SCRUB, HYDROSEED MIX 'A' (PER GLENN LUKOS ASSOCIATES) BOTANICAL NAME • NASSELLA PULCHRA MELICA IMPERFECTA COMMON NAME PURPLE NEEDLEGRASS COAST RANGE MELIC CORETHROGYNE FILANIFOLIA COMMON SAND ASTER PERCENT 33% 33% 33% LBS/ACRE TOTAL LBS. 4 6 4 6 4 6 18 PLANS PREPARED BY: HR \'-IDSC,t~ 0 • sv,~ :11iC! PLANTING NOTES , l\ l-s_·_.r1_· ___________ --; . !;(;;l;==-£l. 1-____ .....:P....cR..:..:O:..:;J.c:E-=-CTc...,-::S-'-T.....:AT-'--U"-'SC--___ _ OWNER ISSUE 214/04 BIO ISSUE 7/30/04 AGENCY ISSUE 4127/04 CONST. ISSUE DRAWN BY; CA CHECKED BY: GS DATE: V28/04 LANDSCAPE PLAN CHECK NO • LANDSCAPE PERMIT NO. LP-8 () ::J g: Cl) z 0 () ......... ,-- =It= ~ ::J 0 z w 0 0 <( ......... 1-w Cl) 0 -co ......... Ct) ~ .....J <( I= - ~. co ::'.) CITY OF NEWPORT BEACH Cl) BAY VIEW LANDING PARK , >- LANDSCAPE DEVELOPMi!:NT PLANS () CITY OF NEWPORT BEACH, CALIFORNIA Z PROJEQT '~t C4881 • ·;W CITY OF NEWPORT BEACH .. . ·.·. . \.J PUBLIC WORKS DEPARTMENT 27:aF. ·3'··•. <( FE8 0 ,. 'lr,n<; - - ,) .... ~ ... Jifl,F!,STlWO DAYS i!EfOREYOU DIG ~ ~ ALERr or SOU'RfEllH ~ CONSULTANTS NOTES REGARDING PULL BOXES 1 ALL UNDERGROUND PULL BOXES SHALL BE PRECAST CONCRETE MANUFACTIJREO BY BROOKS ()R ASSOC. CONC. PRODS .. 2 COVERS SHALL, BE BOLT DOWN CONCRETE TYPE WIJH LEGEND "ELEC" CAST INTO COVER • 3 SIZE TO. BE . PER NEC EXCEPT JHE MINIMUM SIZE BOX SHALL BE 9" WIDE BY 11>" LONG B'( 12" DEEP -INSIDE DIMENSIONS ------ 4 PULi. BOXES SHOWN ON DRAWINGS ARE TO BE INSTALLED AS SHOWN. ADDITIONAL BOXES ARE TO BE ADDED .IN SUFFICJENT QUANTITY TO ALLOW --6" OF ¢RUSHED ROCK BENEATH PULL BOX FOR DRAINAGE -~~-· MlNIMUM BURIAL DEPTH PER NEC 300-5 AS FOLLOWS: • POWER CONDUITS IN LANDSCAPE = 18" FOR EFFICIENT iNSTALLA TION OF CONDUCTORS. THE CONTRACTOR SHALL LOCATE AOOITIONAL PULL BOXES ANO INCLUDE ALL .costs IN BID. ,----CONDUITS POWER CONDUITS UNDER STREETS, ROADS, ALLEYS DRIVEWAYS AND PARKING LOTS= 24" 5 ALL .PULL .BOXES ARE TO BE STAKED BEFORE INSTALLATION AND APPROVED BY LANDSCAPE ARCHITECT. 6 CONDUITS SHALL BE RAISED 3" FROM BASE OF BOX AND SEALED TO PREVENT WAlER INTRUSION. • 7 LEAVE 6 FT SLACK FOR EACH CONDUCTOR INSIDE PULL BOX. AD-MIX COLOR REQUIRED SYMBOL= @) UNDERGROUND PULL BOX DETAIL SECTION 'A' PLAN VIEW SPECIAL Vt1DTH REFER TO SINGLE LINE DIAGRAM ELEC ENCL FRONT OF ENCL 10 10· 3' APPROX 66" INSTALLATION INCLUDING ALL DIMENSI.ONAL DATA AND REQUIREMENTS OF PEDESTAL MANUFACTURER SHALL BE OBTAINED FROM MANUFACTURER PRIOR TO BID AND VERIFIED WITH RESPECT TO THE DETAILS HEREIN. ANY VARIATIONS OR D!SCREPENCIES SHALL BE BROUGHT TO THE ATTENTION OF THE EGINEER AND RESOLVED PRIOR TO THE BID. THE EXACT PACIFIC UTILITY PRODUCTS PART NUMBER SPECIFICATION SHALL BE OBTAINED FROM THE MANUFACTURER PRIOR TO BID BASED UPON THE REQUIREMENTS SHOWN IN THESE. PLANS METER PEDESTAL INSTALLATION DATE: BY: DESCRIP110N OF REVISION: FINISH GRADE SECTION 'A' +--t 10" MIN COMPACTED BASE 8 FT ORJVEN ELEC'IRODE PER SINGLE LINE DIAGRAM nus SHEET BOND STEEL REBAR TO ElEC'IRODE \\llH /14 CU USING EXOTHERMIC WELD ------,--- MAINTAIN 3 FOOT CLEARANCE FROM FRONT AND BACK OF PEDESTAL HOUSING E9 A ..,..,,... Al'PAOVED BY: =r '-': CITY ENGINEER N'PROVEDBY: !-----~-~-------------..,....--, ~ NOTE -MAINTAIN 12" MIN. SEPARATION BElWEEN SCE ANO PAC BELL IF INSIDE JOINT TRENCH E9 UNDERGROUND TRENCH DETAIL E9 UNDERGROUND !'ULL SECTION \\llH WGS PER SCE RQIITS • • AL 5£R~CE llill:R PER SCE REOIJ IREMENTS c• ~ elir< I ' 101lA-2P 100AF Ct.ASS T FUSES ~~ PANEi. P10 12 SINGLE POLE SPACES .' @._ . /-14 CIJ-3/4" _. --: SINGLE LINE DIAGRAM -r-TO SlEEL REBAR IN PEDESTAL PAO REFER TO 0£TA1t lHIS SHEET INSTALL OR MN GROUND El.EC1ROO£ p tR 250-81 (C) El.ECTRICAL MElER ProESTAL PACIAC Ulll.JTY PRODUCTS 100A INDMDUAU.Y MElERED 5£RVICE AT 120/240V, 19, 3W (1) 100A COMMERCIAi. MrnR PER SCE RmUIRMENTS COMMERCIAi. 1EST llUlCII l'£R SCE REQUl!la,IENTS INlEGRAL UTIUTY PULL SECllOll PER SCE REQIJl!ID.IEIITS APPRO\El FOR100A METERED SERli1CE STAINLESS SlElL l.OCKABlE fNClOSURE MIN AIC RAllNG 42 K A1C INCUJblNG ALL COMPONENTS FUSIBI.E MAIN S\\ITCIIES -Cl.ASS T FUSES ISOlAlED GROUND 13\JS MllllMUM 3S" CIEARANCE REQUIRED IN fRONT AND BACK \\l!fN LOCATING PEDESTAL BASE NOTE REGARDING FAULT CURRENT SCE AVAILABL£ FAULT CURRENT {AFC) IS 42,000 AMPHERES (SYMMETRICAL). BRACING ANO 11'11£RRUPT RA TINGS OF" ALL O\'ERCURRENT DEVICES SHALL BE RA TED TO MEET GR EXCEED 42,000 AFC PER NEC ARTICLES 110-9 AND 110~10 AND 240-83(C) r-------11 -®Htm.lm CON1ROL.LER INSTALLED IN HEAVY DtJTY STAINLESS .S"IEEL CONTROLLER ENCLOSURE :ASSEMBLED BYPAClFIC.TECHNICAL smlilc~. o. ON/Off SWITCH/ · G!'tAHD-•GROUNDED 120V RECEPTACLE .. @ . 3/4" 120. VOLT CONDUIT AND Wli<E , VERIFY EXACT LOCATIONS OF AU. IRRIGAllON CONTROll.ERS PRIOR TO ROUGH-IN Of ANY CONOUllS. CONDUCTORS, OR PULL BOXES. ' ., •·. 2!' CAPPED CONOUIT FOR FU.Tt,JRE US£ IRRIGATION CONTROLLER . VOLTAGE: 120/240, 1¢, 3W AI.C. RATING: 42K PANEL: P10 MAIN: LUGS au~ _AMP: 1 oo REMARKS VC!J'AMPS Ol1ILElS . ,1,,,.,,,,•-·. • .• -A • LtG REC .. -~i"ili<!"· • .A 8 ~ IRRIGATION CONTROL 240 j 2qi:,'r. 1 ~t-2 .... , IRRIGA110N CONTROL 240 1 2(1,;_1 ~-t-~-• .... , •· r't,-,-8 7· ,..,. . • •· r---1'"'10 It· !-t-12 CONNECIED LINE VA: A= 480 B= 480 PANa TOT,11. CONNE~lID VA= 960 LCl VI,, 0 lC.25= 0 FmlER VOLTAMPS -960 FEEDER AMPS = 4 LANDSCAPE PLAN CHECK NO. FURNISHED AND INSTALLED BY IRRIGATION CONTRACTOR FURNISHED AND INSTAll.ED BY IRRIGATION CONlRACTOR CIRCUITING ANO CONNECTION BY ELECTRICAL CONTRACTOR FURNISHED AND INSTALi$, , BY IRRIGA'llON CONlRACTQR FURNISHEO AND TNSTAllEO BY_ t,LECTRlCAl Cot,l'j"RACTOR FURNISHEO AND INSTJ,U:.EO BY IRRIGAllON CON:rRACTOR MOUNTED INTEGRAL IN E5) PEDESTAL ISOLATED GROUND BUS REQUIRED Ol/lltlS Wl-1'All"$ REMARKS "" ""' MlSc A ;, 1 240 IRRIGA1lON . CON1ROL 1 240. IRRlGI.TION CONlR6L . ;. ,, N01E ~G:FM1LT ~T-~ AVAIIA$.£:FAU!,T .C!}RRENT (Al'C) • IS<MOO-{~ BRACIN, -~ RATINGS or ~~3Eo-. AW> tt0-10 .\!ID 24(H!J(C) ' c, 0; 0.. { -s;:j' C --...... u. ,---...... L(: C\. ::j:I: f-E8 O 3 zoos SCALE 1J) 201-0JJ • 0 1 2 •. ·t.u I ' 11J---il . ,, . ___ ___, . DIAL JOU. FREE .· 1-800-422-4133 /J 1£\Sr lWQ OA)'S S!FliRElllllDIG ~ Sili,u,im Of -............ CONSULTANTS DATE: BY: ----70------- . • ' ' \ . • ~--1 ----' · 65 ________ ,_ --- 0 MON-PROMONTORY-2~ ' ' ' ' ' ' \ \ \ ..,--"l'.-MONITORING WELL #821 \ ~\ ,\ ~\ WATER LINE , ~ MON/TO ING WELL OPERTY LIN£- \ \ \ \ # 2 ~, \ \ \ \ ~\ ~\ \ MONITOR/NG WELL #26 ~\ MONITORING WELL ~ #VW3 ~ MONITORING WELL #VW2 ~', \ ✓ \ \,_\ £ ~MON/ ·RING ~ \ 813 cl WELL ' ' I \ \ . IT ING W£L\ 1 ' ' ' '-' ' ' ' \ \ \ I ' ' ' ' DESCRIPTION OF REVISION: • nnr, APPROVED B't. f'lfTU, CllY ENGINEER APPROVED B't. ' ' ' , I ' ' ' ' ' , ' , I ' ' ' ' I I ' I ' I \ ' ' ' ' \ ' I ' I ' ' ' I ' ' ' • I ' ' ' ' I ' ' , • 0 .. .... .... \MONITORING WELL #825 SCE SlREE! UGHT#,2925 CURB & GUTTER I I SCE H.H. \ SC< SlREET UGHT#,2924 WORK Ill 1lllS CONIBACT SHAU: INCU)OE DEMO Of EXISTNG SIDEWAI.K TO AC!:ESS SCE !!AND HOU: AND INST.ill. "S' lAlDW. COffilOIT AND REPL\CalElfr OF SID£WAIJ( "::------~---l----._-----Q.---,'°'-------.._-------l PfJl CllY Of ta1'0RT BEACH STANDARD l'LANS. 1HE CllY Of N.EWPORT BEACH \W.L OESIGNATE HOW MANY SllUAll£S OF 5IJJE\IIIU( NEEO TO BE l1EMOI/ED AND • REPLACED. LIMITS OF GRADING DW CONSULT ANTS \ 0 0 -----"", ' '-'-'- \ U:OOID FOR KE'l'NOlES SYMBOL CIRCIJ\lS 0 SC£ SERVICE LAlERAl. 0 P10-1,3/2,4 0 P10-1 P10-3 P1D-2 P10-4 2 0 '-'-'-'-'-\ \ \ \ \ \G \0 \ \ \ REVISED -6/14/04 CONDUCTORS/CONDUIT 3•c PER SC£ REQUIREMENTS l'C-6#10 lllWN CU, .§l!l GND 0.75'C--2fl2 lHWN CU, #12 CU GND 0.75'C-2§12 ll!WN CU, Jf2 CU GND 0,75"C-2fl2 lHWN CU, #12 CU 1,ND 0.75"C-2f12 lllWN CU, #12 CU GND .. (4) IRRIG CONll'(OlS \ JAMBOREE ROAD LANDSCAPE PLAN CHECK NO. \ \ \ \ \ I \ \ I I I I ..J'b- :t ' ~ I t ~ \) -.;;;j- C --(J. ,---l.( (\ ::j:j a CITY OF NEWPORT BEAGtf U BAY VIEW LANDING PARK > LANDSCAPE PERMIT NO. E;ECTRICAL SUlii: Pl.AN (~ -------==--=:-::=:-i-----+---1-------------t----i :re l N C O R P O R A T E D PROJECT STATUS :r: :W: ~ =~Y ~~.\'" J.!~~NO"".=-:. B'l':c-:,,---"uo.=-==::.:·c,:D:.;;ATE:::.... __ _,OA:::.;:re=-+,APPROVED="'· =eac't.c---------'OA='--1 t1oaT1•0 o,s10• • stscTRIC•L •••'"'"'"• OWNER ISSUE 2/4/04 BID ISSUE CITY OF NEWPORT ~ CAUFQlll4~ L. ~~~:i0~.z«j~ 2900BRISTOLSl'REE'l' SUITEB-300; cosrAMllSA. CA 92626 114-432-1343 AGENCY ISSUE 4127/04 CONST. ISSUE CITY OF NEWPORT BEACH NO. (:l~1 : .·~ = i~\11:.\°s."~:" ~SENT DATE DATE PROJECT NUMBER -20418 .. PRINlEO :-6/14/04 DAAWN BY: CA . CHECKED 8¥. GS DATE: 1/28/04 PUBLIC WORKS DEPARTMENT E'l.9'~' 3.13 . <I : tf;iJll m"""=-"""",_.,.,_,_,.....,,....= .... -,...::or~HRP~IANOESl==Gll:;,,,__,......,,,_,,_...,.J.......,.,b"""'d=.,;..,..,. .. .....,_,"""'=,;,...==....,....,==.,J,,-=_!,.,.,,==,.,.,.,..-...,.,.;.. .... ....,..,..ml!i~,b,. .... .,.,,....,....,...., ..... ....,_mm==~io:l. ......... ...,._,,_-.,.......,..,,.,._....,-=...,.;,_..,,. ____ """',,...=-"""'====-•--=:m-;i:m;i:,,,:d_,_,,.,..====-,.,.,!,-"'""_, .... ,.,,,.-....,"""'==---====--=---==-=========-===_,.., ...... ...,.t!:iii,;.,.,._.=i,i..,....,#J.· ,.-, . , FEB O 3 2005 PRECISE G ADING & EROSION CONTROL PLANS FOR BAYVIEW PARK PROJECT PROJECT SITE £As; NEWPORT DUNES \ I • NORTHWEST CORNER JAMBOREE ROAD & EAST COAST HIGHWAY GENERAL NOTES: 1. ALL WORK DON£ SHALL CONFORM TO THE LATEST REVISIONS OF CITY OF NEWPORT BEACH STANDARD PLANS. ORANG£ COUNTY STREIT AND HIGHWAY STANDARD PLANS, AND. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (PREPARED BY THE SOUTHERN CALIFORNIA CHAPTERS OF THE APWA AND ASSOCIATED GENERAL CONTRACTORS OF AMERICA), UNLESS NOTED OTHERWISE, 2. CITY OF NEWPORT BEACH STANDARD PLANS SHALL BE CONSIDERED A PART OF THESES PLANS, AND SHALL BE ON THE JOB SITE AT TIME OF CONSTRUCTION. 3. THE CONTRACTOR SHALL FURNISH, ERECT, AND MAINTAIN SUCH FENCES, BARRIERS, LIGHTS ANO SIGNS WITHIN THE PUBLIC WAY AS ARE NECESSARY TO GIVE ADEQUATE WARNING TO THE PUBLIC AT ALL TIMES. THAT THE WORK IS UNDER Cor,/STRiJCTION AND OF ANY DANGEROUS CONDITIONS TO BE ENCOUNTERED AS A RESULT THEREOF. 4. THE METHODS AND PROCEDURES FOR BARRICADING AND CHANNELIZATION DURING CONSTRUCTION SHALL CONFORM TO THE MANUAL OF WARNING SIGNS, LIGHTS ANI) DEVICES FOR USE IN PERFORMANCE OF WORK UPON HIGHWAYS ISSUED BY THE DEPARTMENT OF TRANSPORTATION, AND THE LATEST REVISION THEREOF. 5. PRIOR TO STARTING OF ANY WORK, TH£ CONTRACTOR SHALL SIT UP A JOB SITE PRECONSTRUCTION MEETING WITH THE CITY IN ATTENDANCE AND SHALL SUBMIT HIS PROPOSED CONSTRUCTION SCHEDULE IN CONFORMANCE WITH SECTION 6~ 1, CONSTRUCTION , SCHEDULE, AND COMMENCEMENT OF WORK AS OUTLINED IN THE LATEST EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. • 6. A REGISTERED CIVIL ENGINEER SHALL CERTIFY THAT ALL APPROPRIATE BUILDING FINISHtD FLOOR, SIDEWALKS, PATIOS, PARKING AREAS, CURBS, LANDING AND FLOWUNES FOR DRAINAGE HAVE BEEN CONSTRUCTED IN SUBSTANTIAL CONFORMANCE \1/ITH ELEVATIONS SHOWN ON THE APPROVED FINAL GRADING PLANS, AND BUILDING PLANS. THESE CERTIFJCATIONS SHALL BE RECEIVED BY THE BUILDING DIVISION PRIOR TO ISSUING PERMITS FOR OCCUPANCY. 7. NINETf-FIVE (915%) PERCENT RELATIVE COMPACTION SHALL BE REQUIRED ON MAJOR STREET SUBGRADE, · NINETY (90%) PERCENT RELATIVE COMPACTION SHALL BE REQUIRED ON ALL OTHER PAVING AREAS. 8. PRIOR TO ANY WORK DONE IN THE PUBLIC RIGHT-OF-WAY, CONTRACTOR SHALL OBTAIN A CITY PUBLIC WORKS EXCAVATION-OBSTRUCTION PERMIT AND NOTIFY PUBLIC WORKS lNSPECTOR FORTY-EIGHT (48) HOURS IN ADVANCE OF SUCH WORK .. 9. PROJECT SIT£ MAINTENANCE, INCLUDING DUST CONTROL AND CLEAN UP SHALL BE PER SECTION 7-:--8 OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. DUST CONTROL MEASURES SHALL INCLUDE THI; INSTALLATION OF DUST CONTROL SCREENING ALONG THE ENTIRE PROJECT PERIMETER AND OTHER SUITABLE MEASURES AS DETERMINED BY THE CITY ENGINEER. 10. CONTRACTOR SHALL $£ RESPONSIBLE. FOR DUST CONTROL. OUST GENERATED BY ,Cb/.JSTRUCTION ACTIVITIES AND/OR ATMOSPHERIC , CONDITIONS WITHIN THE SITE SHALL REQUIRE THE IMPLEMENTATION OF DUST CONTROL MEASURES. DUST MAY BE CONTROLLED BY WATERING DOWN SUSCEPTIBLE AREAS: AT NECESSARY INTERVALS REQUIRED TO CONTROL THE PROBLEM. APPLICATION RATES SHALL VARY WITH RESPECT TO TYPE OF SOIL, PART/CL£ Sil£· ciF SOIL, PREVAILING . WIND DIRECTION, SANTA ANA TYPE WIND CONDITION, PROXIMITY OF CONSTRUCTION, ITC. APPLICATION RATES SHALL BE D£TERMIN£D BY THE DESIGNER AND APPROVED BY THE CITY. AT ALL TIMES, APPROPRIATE WATER APPLICATION VEHICLES WITH WATER STORAGE CAPACITY SUFf;tC.l£NT FOR THE AREA(S) UNDER CONSTRUCTION SHALL BE LOCATED AT OR NEAR TO THE SITE. 11. ALL UTILITY SERVICES SHALL BE UNDERGROUND. 12. THE EXISTENC£ AND LOCATION OF UTILITY STRUCTURES AND FACILITIES AR£ SHOWN ON ,THESE PLANS OR IN THE SPECIAL PROVISIONS ACCORDING TO,.·UtE RECORDS AND INFORMATION AVAILABLE TO THE CITY AND UT/l)1Y 'COMPANIES. ATTENTION rs CALLED TO THE POSS/.BLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT KNOWN TO THE CHY Of;/ IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS OR IN THE·. SPEC/Al PROVISIONS. THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE· LOCATION OF ALL UNDERGROUND UTILITY STRUCTURES AND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH STRUCTURES AND FACILITIES, INCLUDING THOSE NOT :;HOWN; OR 1NT£RFIJ:RE WITH THEIR SERVICE AND TO TAKE SUCH PRECAUTIONARY MEASURES IN TH£ COURSE OF SAID WORK TO PREVENT SUCH. DAMAGE • QR INTERFERENCE. 1.3. ALL ELEVATIONS SHALL BE BASED ON ORANGE COUNTY SURVEYOR'S BENCH MARKS .•• · • 14. All CONCRETE TO BE CLASS 'A", 6 SACK MIX. 15. CRUSHED AGGR£GATI: .BASE (.3/4" MAX.) REQUIRED IN All STREETS. 16. ASPHALT CONCRETE SHALL BE CLASS B OR C1 FOR BASE COURSE(S), CLASS C2 FOR FIN/SH COURSE, AND CLASS Dl FOR FINISH COURSE:: WHERE FEATHERING OUT IS REQUIRED. . ASPHALT CONCRETE SHALL CONFORM TO TH£ PROVISIONS OF SECTION 20.3-6, "ASPHALT CONCRETE" .OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS . CONSTRUCTION. • THE • VJSCOSITY GRADE OF PAVING ASPHALT SHALL BE AR-4000 AND SHALL CONFORM TO S£<;TION 203. 1, "PAVING ASP HAL r" OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. ASPHALT CONCRETE CLASS AND VISCOSITY GRADE SHALL BE AS SPECIFIED ABOVE OR AS DIR£CTED BY. THE CITY ENGINEER, 17. IN LIEU OF U$iNG "CiUICK..-JOINT" OR OTHER APPROVED JOINT MATERIAL IN PCC SIDEWALKS DRIVEWAYS, •. OTHER FLATWORK AND CURBS AND GUTTERS, THE CbNTRACTOR MAY SAW CUT SUCH JOINT TO DEPTH OF ONE FOURTH (1/4) THE THICKNESS OF THE CONCRETE. · 18. ALL EDGES OF .REMOVALS OF PORTLAND CEMENT CONCRETt AND ASPHALT. CONCRET£ AT JOINS SHALL BE MADE BY SAW CUTTING AND SHALL CONFORf;fTO THE PROVISIONS OF SECTION .300-1..3.2 (A), (B) AND (C) OF TH£ STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. . . l9 •• ~~1&~Dfti0i'rfg r~tlott[Eof~tiii i:t5,~"6. BERMS, AND OTHER DRAINAGE 20'. A COPY OF THE GRADING PERMIT AND APPROVED GRADING PLANS MUST BE IN TH:£ • POSSESSION OF A RESPONSIBLE PERSON AND AVAILABLE AT TH£ SITE AT ALL TIMES. 21. THE Fll:LD ENGINEER MUST SET DRAINAGE STAKES FOR ALL DRAINAGE DEVICES. 22. FINAL GRAD/NG MUST BE APPROVED BEFORE OCCUPANCY OF BUILDINGS WILL BE ALLOWED. NEWPORT BEACH, CALIFORNIA SHEET INDEX: ENGINEER'S NOTICE TO CONTRACTOR: I I I I . • 1N14'14'01"E I .31.82· I I ..--,,-N85·.30•.3.3"w 47.65' N6T09'40"W 29 . .31' 6 = 3T07'26" -~-jR = 92.00' L = 54.79' N78' 42'54"E 19.42' 6 = 2'44'43" _--,R = 125.00' L = 45.26' TITLE SHE£T ____________ C1 ROUGH GRADING NOTES AND DETAILS C2 ROUGH GRADING PLANS .3-C7 EROSION CONTROL NOTES AND DETAILS CB EROSION CONTROL PLA C9 PLAN PREPARED FOR: CITY OF NEWPORT BEACH 3.300 NEWPORT BOULEVARD NEWPORT BEACH, CA 92663 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSI- BILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWN£R AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE . SOLE NEGLIGENCE OF THE OWN£R OR ENGINEER. 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVE-MENTS HEREON, AGR££S TO ASSUME LIABILITY AND TO HOLD THE £NG/NEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND '"""''"'"'"'~-"--•0"-'-"'"""" ... .__,,,---"""I~' UTILITIES OR STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCA- TIONS. TH£ CONTRACTOR IS R£QUIR£0 TO TAKE DUE PRECAUTIONARY MEA- SURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT TH£ SffE. IT SHALL 8£ TH£ CONTRACTOR'S RESPONSIBILITY TO a NOTIFY TH£ OWNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE I STARTING WORK. f .3. THE ENGINEER PREPARING TH£$£ P!ANS WILL NOT BE RESPONSIBLE FOR, OR ij LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. All C-7 .6. = 26'59'34" _.-,---,R = 8.3.50' [ CHANGES TO TH£ PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE I PREPARER OF THESE PLANS. • I 4• JfJENiNJflliR ~~i? o/0~N~Eii~~5~~$ g §Nf:r£iis~sB7ts~o~SE ou°t T~SB~5Jf s-L = 39.34' ] HEALTH HAZARD CONNECTED WITH SUCH PRODUCTS. SPECIFICATION HEREON OF I ANY SUCH PRODUCT IS AT TH£ DIRECTION OF THE JURISDICTIONAL AGENCY. t, CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR All CONSTRUCTION, CONNEC-ij TION AND REMOVAL OF ASBESTOS PRODUCTS AND SHALL FOLLOW ALL OSHA & I EPA GUIDELINES TO MINIMIZE HEALTH HAZARDS. fl 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL t DIMENSIONS. AND CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY I CONSTRUCTION. TH£ CITY OF NEWPORT BEACH, THE IRVINE COMPANY AND 7 REVISIONS TO THE PLAN SHALL BE APPROVED BY TH£ ENGINEERING IN J"> L FUSCOE ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. • 7 6 ' ,. =---. . =~=="'"""'™=""· """"''"'"''"''""~™~;™:;N,,,,,,~ PRIOR TO IMPL£M£NTATION. 6 = 20'0.3'.35" ___,,.-i R = 148.50' L = 51.99' ' t::,. = 52'12'58" R = 82.50' L = 75.19' I !P@====w==sm===m®'"""""Wm.."'=!· ;; ;; u J<-.,.=,mm;\~mm1p·,::;:; l? ;,; : -; ; i&."'$ :c:;' ; %:""·==m=9, 6 = 44'54'06" 6 = 52'12'58" NOTICE TO CONTRACTOR PURSUANT TO ASSEMSL Y BILL 30t9 NO £XCAVA TION PERMIT IS VALID UNLESS Tf/E CONlRACTOR CONTACTS AND OBTAINS AN INQUIRY 1.D. NUMBER FROM "UNDER-GROUND SERVICE ALERT" (1-800-422-4133) AT LEAST TWO WORKING DAYS PRIOR TO COMMENCING EXCAVATION. • Underground Service Alert of Southern California Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG Plans prepared by: R = 147.50' .!-?""1 R = 97.50' L = 115.59' ,, , L = 88.86' t::,. = 1 T51 '08" R = 166.00' 1----.v L = 51.72' ' 01'~0 ,iPWk: Wt'!'l"-.:. l\l!S·-$13, 6.s_ 6,s'. 7 f' -" (0 ... k" I') ". (0 c,i k" -~ -:f OJ 0 "' mf+=•"&;'<'i ~~~~~ 6 = 31'56'48" R = 106.00' L = 59.10' 6 = 28'11'55" R = 59 . .35' L = 29.21' N.34'21'19"E~.,,. 72.67' N55' 38' 41 "W 64.46' NOT N.3.3'52'.33"E 71.51' A PART D. = N54'07'18"W R. = 6.00' L = C-3 89'59'52" 15.00' 23.56' BOUNDARY MAP & SHEET INDEX SCALE: 1"=100' RECOMMEND APPROVAL RECOMMEND APPROVAL -to "' z I ~ -,.,,.,.. 1>-!H· R = 490.00' I L = 54.01' VICINITY MAP LEGEND: AB = AGGREGATE BASE AC = ASPHALT CONCRETE BLK = CONCRETE BLOCK BS = BACK OF SIDEWALK CB = GATCH BASIN CF = CURB FACE CL = CENTERLINE CLF = CHAIN LINK FENCE CO = CLEANOUT DCV = DETECTOR CHECK VALVE OS = ROOF DOWNSPOUT EG = EDGE OF GUTTER EP = EDGE OF PAVEMENT FD = FOUND FDC "' FIRE DEPT. CONNECTION FF = FINISHED FLOOR FG • = FINISHED GRADE FH = FIRE HYDRANT FL = FLOW LINE FS = FIN/SHED SURFACE GB = GRADE BREAK GM = GAS METER GR = TOP OF GRATE GV = GAS VALVE HP = HIGH POINT HT = HEIGHT /CV = IRRIGATION CONTROL VALVE IP = IRON PIPE LS = LIGHT STANDARD l&T = LEAD & TAG MH = MANHOLE NG = NATURAL GROUND . N&T = NAIL & TAG OHW = OVERHEAD WIRE PB = PULL BOX PCC = CONCRETE PIV = POST INDICATOR VALVE Pl = PROPERTY LINE PP = POWER POLE RWH = REDWOOD HEADER GRADING SCB = SIGNAL CONTROL BOX SMH = SEWER MANHOLE SPK = SPIKE SW = SIDEWALK TC = TOP OF CURB TE = TRASH ENCLOSURE TP = Ta£PHONE POLE TRAN = TRANSITION TRANS= TRANSFORMER TRW = TOP OF RETAINING WALL 1W = TOP OF WALL UG = UNDERGROUND VAR = VARIABLE W = WASHER WDF = WOOD FENCE WM = WATER METER WV = WATER VALV£ I: <l R/W D. R L T = PROPERTY UN£ = CENTERLINE = RIGHT OF WAY = DELTA = RADIUS = LENGTH. = TANGENT (427.00) TC = EXISTING ELEVATION 427.00 re = DESIGN ELEVATION --CTV--= CABLE TV UN£ --. E --= ELECTRICAL LINE --G--= GAS UN£ -GB--GB-= GRADE BRfAK LIN£ -R-R-= RIDGE LINE --S --= SEWER UN£ --SO --= STORM DRAIN LINE -. -T -. -= TELEPHONE LINE --W--=WATERLINE QUANTITY ESTIMATES RAW CUT: 1.3, 788 RAW FILL: 1,861 C.Y. C.Y. RAW QUANTITIES ONLY. NO ALLOWANCE MADE FOR SHRINKAGE, STRIPPING LOSS, ITC. QUANTITIES ARE FOR FEE PURPOSES ONLY-NOT FOR BIDDING. CONTRACTOR TO PERFORM INDEPENDENT EARTHWORK CALCULATIONS. UTILITY PHONE NUMBERS CITY SEWER: CITY OF NEWPORT BEACH, CALIFORNIA, ___ _ COUNTY SEWER: ORANGE COUNTY SANITATION DISTRICT_~-- WATER: NATURAL GAS: ELECTRICITY: TELEPHONE: CABLE TV: STORM DRAIN: CITY OF NEWPORT BEACH, CALIFORNIA, ___ _ SOUTHERN CALIFORNIA GAS CO~--~-- SOUTHERN CALIFORNIA EDISON ______ _ PACIFIC BELL ___________ _ ADELPHIA --------~----- CITY OF NEWPORT BEACH, CAL/FORNI,~--- Not to Seate SYMBOLS: A FIRE HYDRANT o--0 STREET LIGHT <Xt TRAFFIC SIGNAL ♦ o TRAFFIC SIGNAL ARM & POL£ ◊ LIGHT STANDARD = POWER POLE (: GUY WIRE & ANCHOR WM WATER METtR □ GM GAS METER □ WV WATER VALVE 0 A GAS VALV£ PB PULL BOX □ 1§§ GRATE INLET · ~ VENT ® SEWER MANHOLE ® STORM DRAIN MANHOLE CD TELEPHONE MANHOLE @ MANHOLE ~ • SEWER CLEANOUT [Hg HANDICAP PARKING STALL © tANDSCAP£0 AREA ® PROTECT IN PLACE ® REMOVE AND DISPOSE OFFS/TE ® RELOCATE a> PLOTABLE EASEMENT ITEM No. PER TITLE REPORT ~(427.0)--EXIST, CONTOUR. DESIGN CONTOUR --@ill--- (949) 644-.3011 (714) 59.3-7.318 (949) 644-3011 (714) 6.34-7229 (714) 895-0288 (714) 2.37-6040 (714) 3.38-2068 (949) 644-.3011 SOILS ENGINEER NMG GEOTECHNICAL, INC. PARCEL MAP 95-137 17991 FITCH IRVINE, CA 92614 (949) 442-2442 PROJECT No. 02004-01 REPORT DA TES: DECEMBER 18, 2002 APRIL 22, 2003, NOVEMBER 24, 2003 & UPDATES CONTRACTOR SHALL OBTAIN A COPY OF ALL REPORTS & ALL ADDENDUM$ AND FOLLOW THE RECOMMENDATIONS THEREIN. NOTIFY TRlJXAW AND ASSOCIATES OF ANY DISCREPANCIES OR F/£LD CHANGES PRIOR TO CONSTRUCTION. APPROVED PARCEL MAP 95-1.3?; RECORDED lMPARCEL MAP BOOK .305, PAGES .30 & .31, INCLUDES THE PROPERTY D/il WHICH THIS PROJ£C't WILL BE CONSTRUCTED. SURVEY MONUMENT$ WERE SET ACCORDING TO SAID MAP ACCORDING to THE • REQUIREMENTS OF THE SUBDIVISION: MAP ACT, BAYVIEW PARK NO. 044568 Exp. 03/31/0$ FUSCOE 16795 Von Kamian, st.e 100 Irvine, California 92606 Phone (949) 474-1960 FAX (949) 474-5315 PRECISE GRADING REVISION$ -SHEET C-4 &: C-6 PUBLIC WORKS DIRECTOR R.CE. NO. 36106 NWC JAMBOREE RD. & E. COAST HWY TITLE SHEET ENGINEERING UTILITIES DlRECTOR R.C.E. 2555.3 Civil Engineers • Land Surveyors DATE TRANS. & • DEV. SERVICES MANAGER R.C.E. NO. 22045 DATE DATE REV. PRECISE GRADING REVISIONS -S[iEET C-2 &: C-4 DESCRIPTION 'REVISIONS DATE APP'D. DESIGNED DRAWN ORS CEA CHECKED DATE JO 01 24 05 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT . SHEET C-1 OF 3'$': F"8 r, 3 ccr, r_-,J LUV-1 Gf;NfzRAL GRADING SPECJFICA TIONS 1 2 3 4 ALL WORK SHAl..l CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), TH£ PROJECT SOILS REPORT AND SPECIAL REQUIREMENTS OF THE PERMIT. DUST $HALL Bt. CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. SANIT/IRY FACILITIES SHALL BE MAINTAINED ON TH£ SITE DURING THE CONSTRUCTION PERIOD. WORK HOURS ARE LIMITED TO HOURS AS APPROVED BY CITY. NO WORK ON SUNDAYS AND HOUDAYS P£R SECTION 10-28 OF THE NBMC. 5 NOISEi EXCAVATION. DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10 • '•'-28 \JF THE NBMC. . .• 6 THf STAMPED sq OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. 7 • . cofllJRJicrok'1s.\k£SPONSIBL£ FOR LOCATING AND PROTECTING,, UTII.JTlg; ... a 9 10 • 11 . 12 13 APPROVED OMlNAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING OPERATION. HAUL ROUTES'FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY TH£ Cffl' TRAFFIC ENGINEER AND PROCEDURES SHALL CONFORM WITH CHAPTER 15 OF THE NBMC. POSIT~ DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS. FAILUR/5 TO RtOUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL D£VIC£S ON-SITE AT THE APPROPRIATE TIMES SHALL RESULT IN FORFEITURE OF THE • CONSTRUCTION SiTE CLEANUP DEPOSIT. All PLASTIC DRAINAGE PIPE SHALL CONSIST OF PVC OR ABS PLASTIC AND EITHER ASTM 2751, ASTM 01527, ASTM D3034 OR ASTM D1785. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORM DRAINS. AU MATERIAL AND WASTE SHAU BE REMOVED FROM THE SITE. NBMC 17.32.020 TOP OF BERM 23.5 FG TOP OF SPILLWAY 22.0 FG t . •4 REBAR •4 REBAR 1 fx2• ST.fl:'.L STRAP WITH • · l,• BOLT-.-- 1 fx2' ST.EEL STRAP WITH ~• BOLT-~__, GRATE ASSEMBLY DETAIL GRATE ASSEMBLY DETAIL 31 .. 0• MIN. CONC. SPILLWAY NOTES: Oo-.n droln -------1 anchor 6•x&••w l,◄xl,4 w.w.M "4 bors A -A 18' 3• T 1. Concrete shall hove o mltiil!lJfl'i, ultll'IIOte oorrpresslve strength ot 28 days of 2500 p.s.l .. CQnoi"e:te ll'IQy be pnuemotlcolly placed and shall conform to Section 2621 • of the Uniform Bullding Code. EXISTING EASEMENTS OF RECORD: 19.0 FG TOjOM OF ½ • X 12'1MAX.>SLOT ORVt TO 1-112• DIA HOLES. 10•-12• ON CTR. ANO STAGGERED r2' MIN. • ·:. 1------. S'MIN. to 12'MAX. ½ • X 12'1MAX.lSLOT oR'/t TO H/2" DIA HOLES. 10'-12" ON CTR. ANO STAGGERED 2. Reinforcing shall be s•x&H - W IA x W 1.4 welded wire mesh CW.W.Ml or approved equal. 3. Ground sholl be pre-wetted to the satisfaction of Bulldlng Offlclal or Engineer prior to placement of concrete. Moisture loss retardant shall be used when required bY the Building Officio! or Engineer. the AND AS STATED IN THE PRELIMINARY TITLE REPORTS NUMBERED 2106533-3 (DATED SEPTEMBER 12, 2001) AND 2212145-3 (DATED DECEMBER 3, 2002) PREPARED BY COMMONWEALTH LAND TITLE INSURANCE COMPANY. @ AN EASEMENT FOR PUBLIC SEWER OR SEWERS AND APPURTENANCES AND INCIDENTAL PURPOSES, GRANTED TO THE COUNTY SANITATION DISTRICT No: 5 PER DEED RECORDED DECEMBER 15, 1966 IN BOOK 8128 PAGE 688, omcI11L RECORDS. (}) A 15.00' WIDE EASEMENT FOR SIDEWALK PURPOSES, DEDICATED TO THE CITY OF NEWPORT BEACH. 0 A 15.00' WIDE 'EASEMENT FOR WATERLINE PURPOSES, DEDICATED TO TH£ CITY OF NEWPORT BEACH. 5 AN EASEMENT FOR PUBLIC UTILITIES, GRANTED TO SOUTHERN CALIFORNIA EDISON CO. RECORDED IN BOOK 318 PAGE 90 OF DEEDS. NOTE: THE LOCATION OF SAID EASEMENT IS INDETERMINATE AS TO ITS AFFECT ON THE SUBJECT SITE. 6 AVIGATJON RIGHTS GRANTED TO TH£ COUNTY OF ORANGE BY AN INSTRUMENT RECORDED IN BOOK 6965 PAGE 721, OFFICIAL RECORDS. NOT£: SAID EASEMENT IS BLANKET IN NATURE. 7 • AN EASEMENT FOR SEWER LINES GRANTED TO TH£ COUNTY OF ORANGE BY INSTRUMENT RECORDED IN BOOK 6359 PAGE 148, OFFICIAL RECORDS AND THAT PORTION QUITCLAIMED BY INSTRUMENT RECORDED IN BOOK 8264 PAGE 246, OFFICIAL RECORDS. NOTE: SAID EASEMENT IS NOT LOCATED WITHIN THE AREA OF THE SUBJECT SITE. 8 AN EASEMENT GRANTED TO SOUTHERN CALIFORNIA £DISON COMPANY FOR . ELECTRICAL SUPPLY AND COMMUNICATION SYSTEMS RECORDED IN INSTRUMENT NO. 87-419630, OFFICIAL RECORDS. NOT£: SAID EASEMENT IS NOT PRECISELY LOCATABLE FROM DATA IN THE DOCUMENT. EROSION CONTROL 1 2 3 4 5 TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY 15. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY WHENEVER TH£ FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT TH£ £NO OF TH£ WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER. TEMPORARY DESILTING BASINS, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF TH£ PROJECT. GRADING FILLS/CUTS 1 2 3 4 5 6 7 8 9 10 11 12 GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. ALL FIUS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS D£T£RMINED BY ASTM TEST METHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET IN VERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO TH£ FILL AREAS. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING OF THE FILL. FIUS SHALL BE KEYED· OR BENCHED INTO COMPETENT MATERIAL. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS AR£ ADDED. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL 8£ REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILS ENGINEER. TH£ ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO TH£ PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF, SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO TH£ PLACEMENT OF Fill IN EACH RESPECTIVE • CANYON. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC. ALL CUT SLOPES, INCLUDING VERTICAL CUTS, SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANY STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO TH£ CITY FOR APPROVAL. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY TH£ ENGINEERING GEOLOGIST AND SOILS ENGINEER, TH£ SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE CITY GRADING ENGINEER PRIOR TO CONSTRUCTION. - - - -. . '3.:jiuNlTE 6'x6 :WL41.IAl'MM --,J 6' I I l STo; c.s.P. \ • "T FLOW I I I_ TEE _ i _ T;£.. - - - - - -,.QJ .Q '··::-' • ·:.. •• • • ••• 1--r ~-•'O·· : ''MIN ', <> . • • (·• :: •... o.. • . ,.. •. I SET TEE S.ECTION IN WET : :~:f;.:·".ia··:··::·:.::.? I_J_24'MIN. CONCRETE FOOTING & TROWEL /,,·.r.·· ·.,.·,-.. .''!.·.'•,>:· • INSIDE TO DRAIN . i;:; ' ::.:. -~-:.:.: .::: ~ J . . . • . ANCHOR BLOCK MIN. 5 SACK/C. Y. CONCRETE OR IIETHOO APPROVED BY 8UILO!NG OFFICIAL DRAIN PIPE & RISER NO SCALE SET TEE SECTION IN WET CONCRETE FOOTING & TftOWEL INSIDE TO DRAIN DRAIN PIPE & RISER NO SCALE 8"MIN. to 12"MAX. 18' s· I I I .12• ~ a· r- oown droln onchors constructed every 10' In vertlcol helQht ond ot top & toe of do..,,., drain. ORANGE COUNTY ENVIRONMENT AL MANAGEMENT AGENCY~£. . • • • Approved ~ r~ ...----: ~-. . • . •. H.J,Krlzan. r«:!Or Pub/le Works STD. PLAN 1327 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY_ :£.. . .. · • Approv&CI 2;{ _r ';( = \. ~-. • • _ -. •. HJ."rlzan. r«;tr.r Pub/le Works STD. PLAN 1327 ...._A DOWN DRAIN ·A<1®ted1 Ree. 79·1725 • Revised, 82·718, 83·!442 A<1®tod1 Ree. 19·1725 -Revised, 82•718, 83-1442 DESIL TING BASIN ' SHT, 6 OF B " DESIL TING BASIN " SHT, & OF 8 • V-DITCH DETA!~.@ DRIAN PIPE & RIS~-~-@) GRADING FILLS/CUTS (CONTINUED) DRIAN PIPE & RIS:.~.@ R= 1 /2 (TYP.lff:f{ 1---lO' 8' _ ?1f;/!!r:/ NOTES: (1)GROUT TO BE 600-E-3250 A MIX PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONFIGURATION. 13 14 15 16 THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABIUTY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION. WHEN CUT PADS ARE BROUGHT TO NEAR GRAD£ THE ENGINEERING GEOLOGIST SHALL . DETERMINE IF THE BEDROCK IS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILS ENGINEER, A COMPACTED Fill BLANKET WILT BE PLACED. TH£ ENGINEERING GEOLOGIST SHAU PERFORM PERIODIC INSPECTIONS DURING GRADING. NOTIFICATION OF NONCOMPLIANCE: IF, IN TH£ COURSE OF FULFILLING THEIR RESPONSIBILITY, AS REQUESTED AND AUTHORIZED BY THE DEVELOPER, TH£ CIVIL ENGINEER, TH£ SOILS ENGINEER, THE ENG/NEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT TH£ WORK IS NOT BEING DON£ IN CONFORMANCE WITH TH£ APPROVED GRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO TH£ PERSON IN CHARGE OF THE GRADING WORK AND TO TH£ CITY. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. DOCUMENTATION 1 2 3 AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY TH£ DESIGN CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS-GRADED GROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF All SURFACE AND SUB-SURFACE DRAINAGE FACILITIES. HE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DON£ IN ACCORDANCE WITH TH£ FINAL APPROVED GRADING PLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING TH£ OPERATION. A SOILS GRADING REPORT PREPARED BY TH£ SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS, SUMMARIES OF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MAD£ DURING GRADING AND THEIR EFFECT ON THE RECOMMENDATIONS MAD£ IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF TH£ SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOB SPECIFICATIONS. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF. THE SITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONS INCORPORATED IN THE APPROVED GRADING PLAN. HE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGIC FACTORS. WO. 044568 Exp. 03/31/0S Plans prepared by: FUSCOE ENGINEERING Civil Engineers 16795 Von Kannan, Ste 100 Irvine, California 92606 Phone (949) 474-1960 FAX (949) 474-5315 Lend Surveyors REQUIRED INSPECTIONS 1 2 A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH TH£ FOLLOW/NG PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR • REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WIU BE OUTLINED AT TH£ MEETING. A PRE -PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB -GRADE PREPARATION FOR TH£ PAVING WITH TH£ FOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS Will BE OUTLINED AT THE MEETING. LEGAL DESCRIPTION PARCEL 'A' OF LOT LIN£ ADJUSTMENT NO. 2003-011 BENCHMARK BM No. NB4-38-77 ELEVATION = 13.066 FT ORANGE COUNTY SURVEYOR, NGVD 29, 1995 OCS ADJ. ON THE EASTERLY SIDE OF BACKBAY DRIVE, 0.2 MILE NORTHWEST ALONG BACKBAY FROM ITS JUNCTION WITH JAMBOREE ROAD, TO A CONCRETE DRAINAGE STRUCTURE WHICH IS WEST OF THE NEV/PORTER INN, 42.6 FT. EAST OF TH£ CENTERLINE OF BACKBAY DRIVE, 9.1 FT. EAST OF THE EAST CURB FACE, ON THE NORTH SIDE OF A PARKWAY CULVERT, 0.5 OF A FT. SOUTHEAST OF THE SOUTHERLY END OF A HEADWALL OVER A DOUBLE BARREL CORRUGATED STEEL ARCHED PIPE CULVERT. RECOMMEND APPROVAL RECOMMEND APPROVAL UTILITIES DIRECTOR R.C.£. 25553 DAT£ TRANS. & DEV. SERVICES MANAGER R.C.E. NO. 22045 DATE .-=::s-2---. 6-25-04 Lh DATE REV. RIP-RAP GROUTED IN CONCRETE PROPSED-...... I GRADE .. ,-',J. WIDTH PER Pl.AN 1J:> . 4 :· .:::-.,:;::--==- -C-" ICT' ···="=-= • • 36" '~ • .. •• STORM DRAIN • •. PIPE (2)RIP RAP SHALL BE GOOD QUALITY WELL ROUNDED, SMOOTH RIVER ROCK. SMALLEST DIMENSION SHALL EXCEED J. INCHES AND LARGEST DIMENSION SHALL NOT EXCEED 9 INCHES. SIZE OF ROCK SHALL BE EVENLY DISTRIBUTED [ CONCRETE GRAVITY WALL 15" • FROM SMALL (3") TO LARGE (9"). COMPACTED SUBGRADE GROUTED RIP-RAP =A=N=D=G=RA=V=ITY=W=· ~=L=L =D=Et=A=IL=====@B NOT TO SCALE STENCIL "NO DUMPING - DRAINS TO OCEAN" TYP. FRAME* 14"x14" GRAT£* .. . ,' •. .d, :, : '. : . ., ., . •• A-~.; • PIPE(S) AS INDICATED ON PLAN ON PERIMETER CONCRETE SURFACE INVERT ELEVATION INV. PER PLAN INV. OF PIPES & CATCH BASIN TO BE FLUSH '<,,I ~PORTLAND CEMENT CONG+ I ,. I ,,. I ,. I : • • • 2' -0" (SQUARE) - 0 • : *-GRATE & FRAME SHALL BE "ALHAMBRA FOUNDRY" NO. A-2012 (TRAFFIC-TYPE, PEDESTRIAN & BICYCLE-PROOF) OR APPROVED EQUAL. CATCH BASIN WITHO~: ~~SSIL FILTER DETAIL@ REVISED V-DITCH DETAIL DESCRIPTION REVISIONS APPROVED PUBLIC WORKS DIRECTOR R.C.£. NO. 35106 DATE APP'D. DESIGNED DRAWN DRS CEA CHECKED DAT£ JO 01 24 05 -· __ .,,·,.·~--~' --· . ,_,.--,,--c BAYVIEW PARK NWC JAMBOREE RD. & E. COAST HWY NOTES & DETAILS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET C-2 OF 3'8; FEB O S 2005 lO I 0 +.,D (0 Q) J:: (fJ (0 Q) (fJ Q) C ....... -., ..c 0 .., as ~ \ \ \ \ i I \ \ I l \ ' (~ \ 0 I ' ' l l \ \ \ \ ' ' ' ' \ \ ' -1 ' ' i ,·•············· / W··· ' ' \ I \ ' i \ i ., .. ~-! \ ) ._.f._ ... - ND. 044568 Exp. 03/31/06 Plans prepared by: FUSCOE ENGINEERING Civil Engineers ·======---=-·==··=·········•·•••o,••·········· 16796 Von Karman, ste 100 Irvine, California 92606 Phone (949) 474-1960 FAX (949) 474-5315 Land Surveyors RECOMMEND APPROVAL UT/UT/ES DIRECTOR R.C.E. DATE w-----------· w----------····-··-w-----------···•····•·-·•·······-········-·······-w ---------w--------~--····~·" w---- 25553 RECOMMEND APPROVAL NOTICE TO CONTRACTOR THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND • HORIZO~TAL LO.CATION_ AND SIZE OF ALL UT/UT/ES PIPES AND OR STRUCTURES AND SHALL BE RESPONSiBLE FOR DA GE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. APPROVED TRANS. & DEV. SERVICES MANAGER R.C.E. NO. 22045 PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 l----(-----+-----------r7DATE DATE REV. DESCRIPTION APP'D. DESIGNED DRS DRAWN CEA DATE REVISIONS CHECKED I • o. D "' 20 0 pt •. +wt 4¥1 I I PRO ERTY UN£ I l l l I I --•·· tt: I al ' ' GRAPHIC SCALE 20 ., ( IN FEET ) 1 inch = 20 ft. . BAYVIEW PARK . NWC JAMBOREE RD. & E. COAST HWY GRADING PLAN C-3 . · CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET C-3 OF Q': fEB O 3 ZOOS Matchline See Sheet C-3 17.0 TOE @ BOTTOM 1' OF CONC. PAVEMENT BETWEEN EX. SIDEWALK . AND CURB FACE 14'± ----IP i+,----1 SEE ENLARGED VIEW OF CURB ON SECTION 0-0 R/W I I I PROTECT EXISTING IMPROVEMENTS ELEV.=21.0 u:' SWALE ,Am\~<·1 4/_-1.t I TOP OF CURS (T.C.) • • ELEV. TO BE 6 • ABOVE BACK OF WALK ELEV. 6' O"-PLACE CURB FACE AT BACK OF EXISTING SIDEWALK SECTION M-M NOT TO SCALE ELEV. 23.5 TOP 6" SWALE ');'.' SECTION F-F NOT TO SCALE FINISHED GRADE LEVEL .STORM DRAIN -LINE DATA \ \ J -- I ! I VARIES (14'-18'±) 1' OF CONG. PAVEMENT BETWEEN EX. SIDEWALK AND CURB FACE TOP OF CURB P/L PROTECT EXISTING IMPROVEMENTS \ \ I I LINE LENGTH AA 33.44' BB 83.38' cc 69.05' DD 29.60' EE 85.88' GG II 85.79' KK 86.36' MM 44.67' 00 36.58' pp 49.37' GIN WATERLINE & BIKE TRAIL EASEMENT (15' WIDE) EDGE OF EXISTING PAVEMENT S ../,'r~<,;; - BEARING· N54'07'29"E N18'05'47''£ N34'06'04''E N71 '54' 13''.W · N65' 17'36"E . N25'44'65"E .• N15'19'59"W • N33'02 '34"E· . -.. N82'.48'58"E N22'25'58''£ 2% °'-so PIPE ORIGINAL GROUND -:.--- / SWALE"'- -......__ I a· -......__ -......__ I r~' "-r:·__, '·K«i?~i SECTION Q-Q ' -......__ \ -'/;tfrit NOT TO SCALE -......__ ~ & Plans prepared by: NO. 044568 FUSCOE Exp. 03/31/06 ENGINEERING Civil Engineers COMPACTED SUBGRADE 16795 Von Karman, ste 100 Irvine, California 92606 Phone (949) 474-1960 FAX (949) 474-5315 Land Surveyors NEWPORT DUNES 19.22 /NV CONSTRUCTION NOTES: CD PROTECT IN PLACE (ITEM NOTED) ® SAWCUT, REMOVE AND DISPOSE (ITEM @REMOVE AND DISPOSE (ITEM NOTED) 0 ADJUST TO GRADE (ITEM NOTED) NOTED) 0 CONSTRUCT PAVED BIKE TRAIL TYPE II PER CITY OF NEWPORT BEACH STD. PLAN NO. 120-L PAVEMENT WIDTH TO BE PER CROSS SECTIONS ON PLAN ® CONSTRUCT CONCRETE PARKWAY CULVERT TYPE "B" CASE I. PER CITY OF NEWPORT BEACH STD. PLAN NO. 318-L ® CONSTRUCT VALLEY GUTTER PER DETAIL "C", SHEET C2 @ CONSTRUCT 6" DIA SDR 35 PVC STORM DRAIN PIPE, AND APPROVED PVC SDR 35 FITTINGS. PIPE BEDDING SHALL 8£ IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD. PLAN NO. 106-L @coNSTRUCT 8" DIA SDR 35 PVC STORM DRAIN PIPE, AND APPROVED PVC SDR 35 FITTINGS. PIP£ BEDDING SHALL BE IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD. PLAN NO. 106-L @ CONSTRUCT 12" DIA SDR .35 PVC STORM DRAIN PIPE, AND APPROVED PVC SDR .35 FITTINGS. PIPE BEDDING SHALL BE IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD. PLAN NO. 106-L RECOMMEND APPROVAL RECOMMEND APPROVAL UTILITIES DIRECTOR R.C.E. 25553 TRANS. & DEV. SERVICES MANAGER R.C.E. NO. 22045 DATE DATE 0 @ CONSTRUCT 18" DIA RCP STORM DRAIN PIPE, PIPE BEDDING SHALL BE IN ACCORDANCE WITH CITY OF NEWPORT BEACH STD. Pl.AN NO. 106-L @coNSTRUCT 18"x18" BROOKS BOX WITH PARKWAY-BICYCLE PROOF GRAT£ PER DETAIL 'if', SHEET C2 @ CONSTRUCT 36"x36" BROOKS BOX WITH PARKWAY-BICYCLE PROOF GRATE PER DETAIL ''.4 ", SHEET C2 @ CONSTRUCT GROUTED RIP RAP OUTLET STRUCTURE WITH CONCRETE CURB PER DETAIL "8", SHEET C2. LENGTH OF RIP RAP TO BE 5 FEET UNLESS SHOWN OTHERWISE. BIKE CURVE T Vi w X @ CONSTRUCT DRAIN PIPE AND RISER PER DETAIL "D1" & "D2", SHEET C2 @ INSTALL 5' x 9' PRECAST STORM SCREEN W/2 CARTRIDGES (STORMWATER MANAGEMENT INC.) • • @coNSTRUCT JUNCTION STRUCTURE #1 PER CITY OF NEWPORT BEACH STD. PLAN NO . .310-L TRAIL BEARING 11·24'33" 19'54'14" 31'33'35" 40'29'34" -CURVE DATA> . LENGTH RADIUS TANG.ENT 18.92' 95.00' 9.49' .• . . .. 50.37' 145.00' • .. 25.44.' 52.33' S/5.00'. 25;35' 17.67' 25.60' 9.22'. BIKE TRAIL -LINE DATA . UN£ LENGTH BEARlNG <U) 200.00' N33'20'55"£ I I / I I IDEWALK ; ! SIDEWALK 1 I ' CURBj I ' ' I I -al I @ CONSTRUCT MODIFIED 6" P.C.C. CURB (TYPE B) PER CITY OF NEWPORT BEACH STD. PLAN NO. 182-L • GRAPHIC SCALE @ CONSTRUCT 3" PVC THRU CURB FACE W/ 3' WIDE x 10' LONG • PEA GRAVEL 6" DEEP AT INLET -1J-D4 fr, ADDED ARCHAEOLOGICM ZONE, REVISED TRA!L MID ADJUSJED GRADES REV/SEO DETEN110N BASJN CONTOURS 6-25-04 &. ADJUST6D GRADES; ADJUSTED SCREEN LOCATION SHOW INLET DISPOSlnON DATE REV. DESCRIPTION APP'D. REVISIONS APPROVED PUBLIC WORKS DIRECTOR R.C.E. Nb. 36106 DATE DESIGNED DRAWN DRS CEA CHECKED DATE JO 01 24 05 to o 10 F'\i»•.;ai • +l ; 1 (INFEET). 1 inch = ~o ft. BAYVIEW PARK NWC JAMBOREE RD. & E. COAST HWY GRADING PLAN C-4 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT FEB O 3 2005 (63.5±) BS ..... ,.,.,,..,_ ·t-..: •• iii~t«i•-{.\~trw:Y~JK- SECTION L-L PROTECT £)(/STING IMPROVEMENT IN CALTRANS R/W FL VARIES R/W \, ,mc-r~,-t~1 • . , Af~:%_'7/jf§c ,,.,. ,l . ~-•-' -.;, l =-------{ •• o··.,.,··.cc.-,· ... 1!'• ., :, ; JOIN @ 1' OFF ® H ' • WALK. :ti ~------' L: ·--:..~· _j PROTECT EXISTING CITY WATER MAIN IN PLACE---10 SECTION B-8 NOT TO SCALE 10' SECTION D-D NOT TO SCALE CONSTRUCT O.J5' P.C.C. OVER O.JS' GALTRANS ClASS 2 AB OVER SUBGRADE ORIGINAL GROUND COMPACTED TO 907. RELATIVE: COMPACTION. REINFORCE P.C.C. WITH l'IWF6X6 AT MIDHEIGHT IF SLAB. INSTALL CONTINUOUS 2" X 6" RECWOOD HEADER AT EOG£ OF PAVEMENT. SUPPORT HEADER WITH 12" LONG SUPPORT STAKES (!" X 2" REDWOOD) AT 48" ON CENTER. TYPICAL BOTH TYPES OF PAVEMENT. 8fKE TRAIL -CURVE DATA CURVE BEARING LENGTH RADIUS TANGENT (8) 75'21 '26" 203.86' 155.00' 119.71' BIKE TRAIL -LINE DATA LINE LENGTH BEARING (A) 142.07' N31'34'01''W CONSTRUCTION NOTES: 0 PROTECT IN PLACE (ITEM NOTED) 0 ADJUST TO GRADE (ITEM NOTED) 0 CONSTRUCT PAVED BIKE TRAIL TYPE II PER CITY OF NEWPORT BEACH STD. PLAN NO. 120-L PAVEMENT WIDTH TO BE PER CROSS SECTIONS ON PLAN @ INSTALL 3" _ RPP BACKFLOW DEVICE PER CITY OF NEWPORT BEACH STD. PLAN NO. 520-L AND LANDSCAPE IRRIGATION WATER METER PER CITY OF NEWPORT BEACH STD. PLAN NO. 524-L (PER SEPARATE PERMIT) @ CONSTRUCT BENCH AND BENCH PAD PER LANDSCAPE ARCHITECT'S PLANS 4" HOT TAP WELDED CONNECTION t 3" RPP BACKFLOW DEVICE --15' MIN.- 4"GV 4'' PVC CLASS 200 WITH TRACING WIRE DETAIL "A" N.T.S. 3" METER ,..,,_____ PVC TO DIP • SEE LOREN LOVE UTILITIES DEPT. (949) 718-3410 FOR PVC TO DIP TRANSITION 20 0 I .,rcoo®' NO. 044568 Exp. 03/31/06 GRAPHIC SCALE ,o 20 ... lw L + 1 ( IN FEET ) 1 inch = 20 ft. Plans prepared_ by: FUSCOE ENGINEERING Civil Engineers BO :q 16795 Von Karman, Sre 100 Irvine, California 92606 Phone (949) 474-1960 FAX (949) 474-5315 Land Surveyors Matchline.· RECOMMEND APPROVAL UTILITIES DIRECTOR R.C.£. 25553 DATE .... See Sheet C-6 RECOMMEND APPROVAL TRANS. & DEV. SERVICES MANAGER R.C.E. NO. 22045 DATE 6-25-04 & DAT£ • REV. ADDED DITAIL "A" DESCRIPTION REVISIONS \ \ \ NOTICE TO CONTRACTOR THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF ALL UTILITIES, PIPES, AND/OR STRUCTURES AND SHALL BE RESPONSIBLE FOR DAMAG£ TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. APP OV£D \ BAYVIEW PARK ..., (1) Q) ..c C/J Q) Q) C/J PUBLIC WORKS DIRECTOR R.C.£. NO. 36106 DAT£ NWC JAMBOREE RD. & E. COAST .HWY GRADING PLAN C-5 APP'D. DESIGNED DRAWN ORS CEA CHECKED DATE JO 01 24 05 CITY OF NEWPORT BEACH. PUBLIC WORKS DEPARTMENT sHm C-5 oF 36, FEB O 3 2005 CONSTRUCTION NOTES: CD PROTECT IN PLACE (ITEM NO TEO) © CONSTRUCT PAVED BIKE TRAIL TYPE II PER CITY OF NEWPORT BEACH STO. PLAN NO. 120-L PAVEMENT WIDTH TO BE PER CROSS SECTIONS ON PLAN @ CONSTRUCT 6" DIA SDR 35 PVC STORM DRAIN PIPE, AND APPROVED PVC SOR 35 FITTINGS. PIPE BEDDING SHALL BE IN ACCORDANCE WITH CIJY OF NEWPORT BEACH STD. PLAN NO. 106-L • @ CONSTRUCT 18"x18" BROOKS BOX WITH PARKWAY-BICYCLE PROOF GRATE PER DETAIL 'ii", SHEET C2 . @coNSTRUCT 36"xJ6" BROOKS BOX WITH PARKWAY-BICYCLE PROOF GRATE PER DETAIL "A", SHEET C2 @ CONSTRUCT BENCH AND BENCH PAD PER LANDSCAPE ARCHITECT'S PLANS Matchline NO. 044568 Exp. 03/31/06 See Sheet C-7 Plans prepared by: FUSCOE ENGINEERING Civil Engineers Matchline 16795 Von Karman, Sle 100 Irvine, California 92606 (949) 474-1960 (949) 474-5315 Phone FAX Land Surveyors RECOMMEND APPROVAL UTILITIES DIRECTOR R.C.E. 25553 DATE See Sheet C-5 RECOMMEND APPROVAL · TRANS. & DEV. SERVICES MANAGER R.C.E. NO. 22045 DATE 80 ·ys19 9-1 J-04 iZ:;. REVISED TRAIL AND ADJUSTED GRADES DATE REV. DESCRIPTION REVISIONS CONSTRUCT 0.35' p;c.c. OVER O.J5' CALTRANS CLASS 2 AB OVER SUBGRADE COMPACTED TO 90% RELATIVE .COMPACTION. REINFORCE P.C.C. WITH WWF6X6 AT MIDHEIGHT IF SLAB. ® INSTALL CONTINUOUS 2" X 6" REDWOOD HEADER AT EDGE OF PAVEMENT. SUPPORT HEADER WTH 12• LONG SUPPORT STAKES (1" X 2• REDWOOD) AT 48" ON CENTER. TYPICAL BOTH TYPES OF PAVEMENT. APPROVED EARTH. •.• $WAL£ • PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 DATE APP'D. DESIGNED DRAWN DRS CEA CHECKED DATE JO 01 24 05 10' 2' SECTION A-A NOT TO SCALE BA YVlEW PARK -;,,~ 1/, ¥ NWC JAMBOREE RD. & E. COAST HWY GRADING PLAN C-6 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET C-6 OF 38' Match line CONSTRUCTION NOTES: 0 PROTECT IN PLACE (ITEM NOTED) NO. 044568· Exp. 03/31/06 Plans prepared by: FUSCOE ENGINEERING Civ.i/ Engineers • NOTICE TO CONTRACTOR TH£ CONTRACTOR SHALL ASCERTAIN TH£ TRUE VERTICAL AND HORIZONTAL LOCATION AND SIZE OF All UTIUT/£S, PIPES, AND/OR STRUCWRES ANO SHALL BE RESPONSIBLE FOR DAMAG[ ro ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR NOT SHOWN HEREON. \ .. \ \ \. \ \\ \\ \ \ \ \ ' \\ \ \ Matchline See Sheet C-6 16795 Von Karman, ste 100 l!Vine, California 92606 Phon~ (949) 474-1960 FAX (949) 474-5315 Land Surveyors RECOMMEND APPROVAL UT/UT/ES DIRECTOR R.C.E. 25553 DATE RECOMMEND APPROVAL TRANS. & DEV. SERVICES MANAGER R.C.E. NO. 22045 OAT£ DATE REV. DESCRIPTION REVISIONS Matchline APPROVED PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 DAT£ APP'D. DESIGNED DRAWN DRS CEA CHECKED DAT£ JO 01 24 05 See Left Above GRAPHIC SCALE * .... ,. ( n/1',g'r) 1 Inch "' ?O ft. BAYVIEW PARK NWC JAMBOREE RD. & E. COAST HWY • GRAOINGPLAN C-7 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET C-7 OF 3a FEB O 3 2005 .-. • -• \ .. EROSION CONTROL NOTES: L A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON: NECESSARY MATERIALS SHALL BE AVAILABLE ON . SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID -. . . CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION · CONTROL MEASURES WHEN RAIN IS IMMINENT. • 2; DfVICES SHALL NOT. BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE .. •· . Cfr/ JNSPECTOR. . . . • •• J/~ALt REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE iN>PJ:ACE AT THE END • OF tAcH WORKING DAY WHEN TH£ FIVE-DAY RAIN PROBABIUTY FORECAST EXCEED 40 PERCENT. 4. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BEfl,M AND DESILTJNG BASINS AND THE BASINS PUMPED ORY. ANY GRADED SLOPE SURFACE. PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. 5. FILL. SLOPES AT THE CONSTRUCTION AREA PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 6. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICES EXCEEDS TWO FEET. 7. DURING GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 8. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE· MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING CONSTRUCT/ON. 9. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW EROSION CONTROL WORK AND VERIFY THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS. 10. SPACING OF ROWS OF SANDBAGS SHALL BE AS FOLLOWS: SLOPE OF STREET 10% OR MORE 9.9% TO 8% 7.9% TO 6% 5.9% TO 4% 3.9% OR LESS PAVED STREET 25' 50' 75' 100' 100' !' HIGH MIN. 11. IN CASE OF EMERGENCY, CALL _________ _ WORK PHONE ( __ .) __ (24 HOUR NUMBER). SANDBAGS (GRAVEL BAG): 1. GENERAL: SANDBAG SHALL INCLUDE PROVIDING ALL U.BOR, MATERIALS, AND EQUIPMENT TO FABRICATE AND INSTALL SANDBAGS AS REQUIRED TO FACILITATE THE CONTROL OF EROSION. 2. LOCATION: SANDBAGS SHALL BE PLACED PER PLAN, AND IN LOCATIONS SPECIFIED BY THE CITY, AND IN LOCATIONS DEEMED NECESSARY BY THE CONTRACTOR. 3. FABRICATION: SANDBAGS SHALL BE FABRICATED USING FACTORY SEWN OR SEALED BAGS OF WOVEN POLYPROPYLENE, TREATED TO RESIST DEGRADATION BY ULTRAVIOLET LIGHT AND HAVING SUFFICIENT RESISTANCE TO TEARING TO ALLOW RELOCATION OF BAGS WITHIN SIX MONTHS OF INITIAL PLACEMENT WITH A LOSS OF NOT MORE THAN FIVE PERCENT OF THE BAGS. THE BAGS SHALL BE FILLED WITH SUBROUNDED TO ROUNDED GRAVEL LESS THAN 3/4-INCH IN DIAMETER, WITH LESS THAN FIVE PERCENT OF MATERIAL PASSING A NO: 30 SIEVE. THE FILLED BAGS SHALL HAVE THE OPEN ENDS SECURELY FASTENEO·PRIOR TO DELIVERY TO THE SITE. 4. INSTALLATION: SANDBAGS SHALL BE INSTALLED IN A SIDE BY SIDE MANNER TO ENTRAP SILT AND MUD, AND TO DIVERT THE FLOW OF WATER. NOTWITHSTANDING THE OTHER REQUIREMENTS OF THIS SPECIFICATION, FAILURE OF THE BAGS TO PERFORM THIS FUNCTION SHALL BE REASON TO REJECT THEIR INSTALLATION. SANDBAGS SHALL BE INSTALLED WITH THE WIDEST FACE AGAINST THE GROUND SURFACE OR THE UNDERLYING COURSE OF BAGS, AND PRESSED IN PLACE TO CONFORM TO THE UNDERLYING SURFACE. THE BAGS SHALL 8£ PLACED WITH TH£ TIED ENDS IN TH£ "UPHILL" OR "UPSTREAM" DIRECTION, BEGINNING AT TH£ LOWEST OR MOST DOWNSTREAM BAG, TIED ENDS WILL BE TUCKED UNDER BAG. SUBSEQUENT BAGS WITHIN ONE COURSE OF BAGS SHALL 8£ PLACED SO AS TO REST UPON THE TIED ENO OF THE PREVIOUSLY PLACED BAG, WITH NOT LESS THAN 10 PEr'<CENT OF THE BAG IN CONTACT WITH THE PREVIOUS BAG, AND NOT MORE THAN 20 PERCENT IN CONTACT. SUBSEQUENT COURSES OF BAGS SHALL BE PLACED AS DESCRIBED PREVIOUSLY, WITH THE MID-POINT OF THE BAGS STRADDLING TH£ JOINTS OF BAGS IN THE UNDERLYING ROW. CONSTRUCTION OF A SANDBAG BERM PERPENDICULAR TO TH£ DIRECTION OF FLOW SHALL INCORPORATE BAGS PLACED IN A "PYRAMID" CONFIGURATION, WITH ALL INDIVIDUAL BAGS ORIENTED PERPENDICULAR TO THE DIRECTION OF FLOW. THE BERM SHALL BE CONSTRUCTED WITH A SPECIFJED NUMBER OF ROWS AT THE BOTTOM (IN CONTACT WITH TH£ GROUND), WITH SUCCESSIVELY FEWER ROWS IN EACH OVERLYING COURSE. THE UPSTREAM AND DOWNSTREAM FACES OF THE BERM SHALL 8£ NO STEEPER THAN 1 1/2 FEET HORIZONTAL TO 1 VERTICAL. DAMAGE WHICH COULD FORESEEBL Y 8£ PREVENTED BY PROPER SANDBAG INSTALLATION SHALL 8£ THE CONTRACTOR'S RESPONSIBILITY. 5. COMPENSATION; TH£ PERFORMANCE OF THE REQUIREMENTS OF THIS SECTION SHALL BE COMPENSATED AT A LUMP SUM PRICE FOR SANDBAGS. 1. 2. 3. 4. 5. 6. LIST OF CONTRACTORS· THE FOLLOWING CONTRACTORS AND/OR SUBCONTRACTORS HAVE BEEN MADE AWARE OF THE CONDITIONS OF THIS PLAN AND RESPONSIBLE FOR COMPLIANCE OF ITEMS SPECIFIED IN THE GENERAL CONSTRUCTION ACTIVITY STORM WATER PERMIT AS THEY RELATE TO THEIR ,SPECIFIC MATERIALS AND/OR TASKS. NAME / COMPANY SIGNATURE / DATE NOTE TO CONTRACTOR: 1. MINIMIZE TH£ LENGTH OF TIME THAT SOILS ARE EXPOSED TO WIND. 2. COMPLY WITH S.C.A.Q.M.D. RULE 403 FOR WATERING. 3. RESTRICT VEHICLE SPEEDS OVER EXPOSED SOIL. 4. EROSION CONTROL SUBJECT TO PERIODIC CITY INSPECTION. 5. SUSPEND OPERATIONS DURING WINDY CONDITIONS WHERE WIND VELOCITY EXCEEDS 25 M,P.H. NOTES: 1. NO EX. BLDGS OR STRUCTURE ON GRADED PORTION OF SITE AT ONSET OF CONSTRUCTION. 2. · NO PAST SPILLS OR LEAKAGE. 3. NO EXTRA SOIL TO 8£ STORED ON SITE. EXTRA SOIL TO BE TRUCKED TO SOil TO BE TRUCKED TO DESIGNATED DISPOSAL SITE. 4. PRESERVE EX. VEGETATION ON EX. SLOPES. 5. STORAGE BINS AND THE UNLOADING AND LOADING ON MATERIALS WILL BE BE LOCATED ON SITE. 6, THERE WILL BE NO VEHICLE CLEANING OR MAINTENANCE ON THE SITE. 7. CONTRACTOR SHALL COMPLY WITH THE APPROVED STORM WATER POLLUTION PREVENTION PLAN AND SHALL MAINTAIN A COPY ON-SITE AT ALL TIMES. STORMWATER POLLUTION NOTES 1. EVERY EFFORT SHOULD BE MADE TO ELIMINATE THE DISCHARGE OF NON-STORMWATER FROM THE PROJECT SITE AT ALL TIMES. 2. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. 3. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY TH£ FORCES OF WIND OR WATER. 4. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST 8£ CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO TH£ DRAINAGE SYSTEM. 5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MAD£ TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST 8£ DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 7. SEDIMENTS AND OTHER MATERIALS MAY NOT 8£ TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 8. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST 8£ STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. NO, 044568 Exp. 03/31/06 Plans prepared by: FUSCOE ENGINEERING Civil Engineers 16795 Von Karman, Sre 100 Irvine, California • 92606 Phone (949) 474-1960 FAX (949) 474-5315 Land Surveyors RECOMMEND APPROVAL UT/UT/ES. DIRECTOR R.C.E. 25553 DAT£ BAGS SHALL BE BUTTED FIRMLY AGAINST CURB & ADJUSTED AS ORDER OF WORK DICTATES D SECTION D-D <3>GRAVELBAG.CHECKD~~ 3" MIN. OPENING BETWEEN BAGS TOP ROW SECTION A-A A__....J 0 GRAVELBAG DETAIN~~ RECOMMEND APPROVAL TRANS. & DEV. SERVICES MANAGER R.C.E. NO. 22045 DATE DATE R81. FENCE NOTE: CONTRACTOR SHALL FURNISH, INSTALL & MAINTAIN A CONSTRUCTION FENCE (6' HIGH MINIMUM) WITH GREEN SCRIM. GREEN SCRIM SHALL BE PLACED ON THE INSIDE OF THE FENCE FROM TOP TO BOTTOM OF OF FENCE IN ORDER TO SCREEN THE SITE FROM PUBLIC VIEW. THE LOCATION OF THE FENCE & .GATES SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE .PRIOR TO INSTALLATION. FENCE POSTS SHALL BE' ADEQUATELY EMBEDDED IN SOIL GATES SHALL.Ji; C:LOSED AND LOCKED TO PREVENT PEDEST(?IANS & . NON-CONSTRUCT/ON RELATED VEHICLES FROM: E/':ff£Ri1'/1,J:HE CONSTRUCTION SITE. TH£ CONTRACTOR SHALL •• /'"URN/SH, INSTALL & MAINTAIN CLOTH $CREsNiM$;1,1ArtR/Al:,/FABRIC ON THE FENCE & GATES. THE DESCRIPTION REVISIONS MATERIAl/FABRIC SHALL BE SUCH THAT IT S¢Fiil:£NS'!H(CONSTRUCTION SITE FROM PUBLIC VIE,\'; TH£ .CONTRACTOR SHALL ALSO PROVIDE .. & MA1t11Afff/{@1"/;CTIQN DEVICES, INCLUDING BARRICADES < WARNING SIGNS, LIGHTS, & OTHER ITEMS 'r() INS/JR£ 'THE(SE;CURITY AND SAFETY WITHIN & AROUND TH£ • CONSTRUCTION SITE. -----·-----·-·----·-------·-----INSTALL & MAINTAIN CONSTRUCTION FENCE PER NOTE ABOVE 0 CONSTRUCTION FENCE Vertical spacing measured along the face of the slope varies between 10' and 20' .;J .;J Note: Install fiber roll along o level coniOUL Fiber rolls CJ/ .21 ;:::::.--~--Install a Jibe( roll neor "' slope where it transitions inlo a steeper slope TYPICAL FIBER ROLL INSTALLATION N.T.S. ,--Fiber roll / 8" min 3/4" X 3/4~ wood stokes max 4' $pacing ENTRENCHMENT DETAIL N.T.S. ~ FIBER ROLL DETAIL ~""====== APPROVED BAWIEW PARK PUBLIC WORKS DIRECTOR R.C.E. NO. 36106 DATE NWC JAMBOREE RD. & E. COAST HWY DETAILS & NOTES FQR EROSION CONTROL PLAN APP'D. DESIGNED DRAWN DRS CEA CHECKED DATE JO 01 24 05 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET C-8 OF ~, GRAPHIC SCALE 0 20 40 80 M+--A j t+te,n Jnw= t ( IN FEET ) 1 inch = 40' fl 4-4 ?NSW NO. 044568 Exp. 03/31/06 Plans prepared by: FUSCOE ENGINEERING Civil Engineers 16795 Von Karmm, Ste 100 Irvine, California 92606 Phone (949) 474-1960 FAX (949) 474-5315 Land Surveyors RECOMMEND APPROVAL UTILITIES DIRECTOR R.C.E. 25553 DATE NOTE: THIS PLAN IS FOR EROSION CONTROL ONLY, NOT FOR GRADING NEWPORT DUNES RECOMMEND APPROVAL TRANS. & DEV. SERVICES MANAGER R.C.E. NO. 22045 DATE DATE REV. DESCRIPTION REVISIONS EROSION CONTROL CONSTRUCTION NOTES:·· <J> CONSTRUCT SANDBAG CHECK DAM PER DETAIL l, SHEET CB /4> CONSTRUCT SANDBAGGING PER DETAIL 2, SHtET ·ca Q>' CON~TR,UCT FENCE PER DETAIL 3, SHEET CB <@), CONSTRUCT FIBER ROLL PER DETAIL 4, SHEET CB ,ART~ \ ;fr ·,. APPROVED BAYVIEW PARK I I ,_ I 'LUI r'!ior,....: fJI#'' -i CCI Cl . l )r.t /~ mt VI ~l ml __ J_Q~ ! ,_ I PUBLIC WORKS DIRECTOR R.C.t. NO. 36106 DATE NWC JAMBOREE RO. & E. COAST HWY EROSION CONTROL PLAN C-9 APP'D: DESIGNED DRS CHECKED JO :;:!c'.'.. ~. • ---~" •---.r • DRAWN CEA DATE 01 24 05 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET C-9 or ~I FE:B G 3 2005 it~TURAL ENGINEER c. K. ALLEN JR. 196-7 ROSEMARY PLACE COSTA M£SA, CA 92627 TEL: (9-49)548-7144 F'.6X: (949)5"8-9590 INDEX OF DRAWINGS •-·· L-1 TITLE SHEET LANDSCAPE ARCHITECTURE LP-1 PLANTING PLAN LP-2 PLANTING PLAN LP-3 PLANTING PLAN LP-4 PLANTING PLAN LP--5 PLANTfNG PLAN ' LP-6 PLANTING PLAN LP~7 PLANTING DETAILS1 LP-8 PLANTING NOTES ELECTRICAL ENGINEERING ELECTRICAL COVER SHEET E20 ELECTRICAL SITE PLAN IVIL ENGINEERING ~:;:;-.:::__,~_,A;_./''-"'---A...A__,,,____/',._,A.....A....,"--"-___,.___,,'-A-_,.__;--...A..:: * C-1 CIVIL COVER SHEET IRRIGATION PLAN * C-2 NOTES AND DETAILS Ll-6 Ll-7 Ll-8 Ll-9 IRRIGATION DETAILS IRRIGATION DETAILS IRRIGATION LEGENDS IRRIGATION NOTES VICINITY MAP -t.ao-os ..., • ...._..,dt,~ 5 * C-3 GRADING PLAN * C-4 GRADING PLAN * C-6 · GRADING PLAN * C-6 GRADING PLAN * C-7 GRADING PLAN * C-8 EROSION CONTROL !NOTES & DETAILS * C-9 EROSION CONTROL PLAN i * THE3E Pl.ANS ARE tNCLIJDEO IN MRP LANDESIGN SET OF PLANS FOR CONVENIENCE OF CON$TRUCTION ONLY. THESE CONSULTANTS ARE UNOeR OIRECT CONTRACT wmi TI-IE OWNER. ~ NOTTO SCALE GENERAL NOTES . ALL CONCRETE IN CONTACT WITH SOIL TO BE MIN-4,500 PSI @ 28 DAYS. CEMENT TO BE TYPE V WITH MAX. WATER-CEMENT RATIO = 0.50. MAX SLUMP TO BE 5," CONT. SPECIAL INSP. NOT REQUIRED, 2,500 PSI DESIGN. CITY OF NEWPORT BEACH REQUIREMENT: THE CONCRETE BIKE TRAIL SHALL BE 560-C~3250 TYPE FIVE, WITH A 4 INCH SLUMP, PER THE CITY OF NEWPORT BEACH STANDARDS FOR SIDEWALK AND CURB/GUTTER. IA INDEX MAP LC-5 Ll-5 LP-5 LC-4 Ll-4 LP-4 LC-2 ~-Ll-2 LP-2 LC-2B LC-3 Ll-3 LP-3 CONSULTANTS '.AGENCY CONTACT PERSON OWNER CITY OF NEWPORT BEACH PROGRAM ADMINISTRATOR DANIEL TRIMBLE CONSULTANTS LANDSCAPE ARCHITECT: HRP LANDESIGN DANA SEELIG CIVIL ENGINEER: FUSC0E ENGINEERING JOHN OLIVIER ELECTRICAL ENGINEER: DW CONSULTANT MIKE DE MELLO BIOLOGIST GLENN LUKOS ASSOCIATES INGRID CHLUP UTILITY COMPANIES SO. CAL. EDISON SO. CAL. GAS COMPANY IRVINE RANCH WATER DISTRICT PACIFIC BELL UNDERGROUND SERVICE ALERT LAGUNA BEACH COUNTY WATER DISTRICT PHONE LC-1 Ll-1 LP-1 (949) 644-3230 (714) 557-5852 (949) 474-1960 (714) 432-1343 (949) 837-0404 (714) 895-0246 (714) 364-2170 (949) 453-5300 (714) 259-4460 1-(800) 422-4133 (949) 494-1000 DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 'i'I:. ' l~/1 WATER EfflCIENT LANDSCAPE ORDINANCE r;,t-n ,-NOTIFICATION Of COMPLIANCE <o 'n c;, REQUIRED Of IRRIGATION CONTRACTORS Q . -,:. ~ ffi\ffl._ O THE IRRIGATION CONTRACTOR IS REQUIRED --' ~ ~ ;;,: TO FULLY COMPLY WITH THE IRRIGATION -PLANS DURING INSTALLATION OF THE ' ' IRRIGATION SYSTEM. ALL FIELD CHANGES -i (/ O I i O q. SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT /LANDSCAPE IRRIGATION AUDITOR. ANY WORK NOT INSTALLED IN STRICT CONFORMANCE WITH THE LANDSCAPE IRRIGATION AUDITORS REQUIREMENTS SHALL BE REMOVED ANO REINSTAUEO AT THE CONTRACTORS EXPENSE. THE CONTRACTOR AND OWNER SHALL REFER TO THE IRRIGATION NOTES SHEET FOR IRRIGATION CONTRACTOR'S WORK RESPONSIBILITIES AND THE LANDSCAPE ARCHITECT'S REQUIRED FIELD OBSERVATION SCHEDULE. APPROVALS CALIFORNIA COASTAL COMMISSION PERMIT APPLICATION NO: 5-03-091 CITY OF NEWPORT BEACH APPRO 36106 PUBLIC RCE NO. DATE 8·2'f•()., DATE r -: ~ t-· II! i I IL C ~ ~ l} •¢ ~ ~ (::) < -...... n1 (1') ~ -.--, -i o::> :,. 7" 7'i UJ :::) Cl) Cl) -z 0 -I- 0 :::) 11 a: V1 I-..ti Cl) .i:,, • z l.r, 0 0 ....... ~ =I: ~ .:::> Q z w 0 0 <( .... .. , ~- f..J Cl) Q -ll) ........ CV) =I: _J <( I-I--· ~ 0) :::) U) >-0 /~ UJ (!J <( -....J I 0 ~ ~ '1' SEE MA TCHLINE LI -2 ST k • ··-·'IA:;8 • ·sTA: ••••• 1A-s • VALVE: 1 VALVE: 1 G.P.M: 12 G.P.M: 15 INDEX MAP fllf//NUNg f;:X1ST11\J G VALVE: 1 VALVE: 1 ............................. _,,, ......... . I STA: 1A-31. STA: 1A-2 ________ ._G_ . .,.P._M_: _15...., __ ,_G_._P_.M_: __ 12.,._ _____ _ CONSULTANTS ............... w ............................................... ·---- HRP LANDESJON EXPRESSLY RESERVES ITS COMMON LAW COPYftlGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS "11:E NOT TO B£ REPRODUCED, CliAN0£D, OR CORED IN ANY FORM OR MANNER WHATSO£VER, NOR .t.R[ THEY TO BE ASSIGNED TO A TH1RD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT Of' HRP LANO£SJON. DATE: BY: DESCRIPTION OF REVISION: APPD. sroew,. IRRIGATION SYSTEMS LAYOUT NOTE: NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 1. VALVE LOCATIONS - A. VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY VISUAL AREAS IN LOCATIONS AS APPROVED BY LANDSCAPE ARCHITECT. B. PARKWAY LOCATION : LOCATE VALVE AND QUICK I COUPLER ON PROPERTY LINE / COORDINATE LOCATION WITH LANDSCAPE ARCHITECT. 2. VALVE WIRES / EXTRA VALVE WIRES - A. THE CONTRACTOR SHALL INSTALL 4 EXTRA VALVE WIRES TO EACH END OF IRRIGATION MAINLINE RUN. / B. TYPICAL. THE CONTRACTOR SHALL INSTALL THE NUMBER OF \. VALVE WIRES FOR OPEN STATIONS TO -THE ENDS OF EACH IRRIGATION MAINLINE RUN. EXAMPLE: 32 STATION CONTROLLER WITH 30 VALVES; TAKE THE 2 REMAINING VALVE WIRES PLUS 4 EXTRA TO THE END OF IRRIGATION MAINLINE RUNS. 3. BUILDING/HARDSCAPE - LOCATE ALL HEADS 12 INCHES FROM BUILDINGS, >M,.., WALLS AND FENCES TYR, 4. 'SLEEVES IN THE STREET -, \THE CONTRACTORS SHALL AS.,EBUILT THE STATION # FOR ALL SLEEVES IN THE STR f:T ON THE AS-BUILT RECORD PLANS ", STA: 1A-t.1--------r ---------VALVE: 11/4 G.P.M: ... 23 ... ,.::c ===:li-=== ........................................................ _e:,. ............................... .. ...................... G .............................. :·~ .. ·:::: .... :::: .... :::: .... := .... ===:..:G ........... .. JAMBOREE: ROAD PIPE SIZING NOTES 1. ALL PIPE SIZING CALLOUTS ARE IN INCHES, OR REFERENCE THE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOU-TS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1 /2" SIZED PIPE IS ALSO 1 /2". 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED 1 /2" PIPE SIZING LEGEND PVC PIPE SCH 40 UVR -PVC . A 1/2' SGPM J 1/2' 4GPM B 3/4' 10GPM K 3/4' 7GPM C ,. 15 GPM L ,. 10 GPM D 1 V4' 25GPM M 11/4' 20GPM E 1 V2' 35GPM N 11/2' 30GPM F 2' 50GPM 0 2' 50GPM G 2 V2' 65GPM p 21/2' 65GPM H 3" 100 GPM Q 3" 100 GPM I 4• 180 GPM R 4•· ' 180 GPM ' I ' ' SLEEVE SIZING LEGEND PIPE SIZE SLEEVE SiZE 314' 2' Cl.ASS 315 f 11/4' 11/2' 3" CLASS 315 2' 4' CIJ\SS 315 21/2' 3• 6' CLASS 200 4' WIRE 2' CLASS 315 4' CLASS 315 "' I . .. ...... _ ........ .. 'I/ ........................................................................... '{'.j .............................................. ·---········ .. w ----------··•·······•W····"• .... THE AS-BU!l.T COttO!TIOl>IS. HRP I.AWOESIGN IS NOT ---.................. W ··---'1·------·RESPeNS!at.£· .. -Fl!R' .. ;tlfff"·;<l(S~Btfll4'"'eot/Ol'rtOl'f• l!/ff"1'0R'"ll1'1T"'·"" . y;, .................................... • ..... . PLANS PREPARED BY: 8:U2 HAU.AOAY, SUITE 203 SANl'A ANA, CA 92711$ LJCENSE#1384 <114) 557-5852 H p LAN DESIGN PLANNING LANDSCAPE ARCHITEC'I\JRE URBAN DESIGN A's-BUILT DRAFTING. , ' i = 20·-o· AS-BUILTS PREPARED BY: NAKAE_&: ASSOCIATES ____ _ IRRIGATION PLAN PROJECT STATUS OWNER ISSUE 214/04 BID ISSUE 7/30/04 AGENCY ISSUE 4/27/04 CONST. ISSUE DRAWN BY: CCP CHECKED BY: EPP DATE: 1/28/04 PH(/:~49) J.!!~------2 LANDSCAPE PLAN CHECK NO LANDSCAPE PERMIT NO. Ll-1 I CITY OF NEWPORT BEACH BAY VIEW LANDING PARK LANDSCAPE DEVELOPMENT PLANS CITY OF NEWPORT BEACH, CALIFORNIA CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C4881 'I' Q If) '-.... <I.) 31 C I\) Cl..., -Cl o. D -q- 0 ......... 00 ~ CX) w :::, (/) (/) -z 0 -l-o :::, 0: I-(/) z 0 0 ......... T- =:tt:: ~ :::, 0 z w 0 0 <( .:::: w Cl) 0 -co ......... M :ff:: ....J ~ -~ co :::, (/) >-0 z w ~ - s-- -.....I w z -.....I I 0 ~ ~ w w (j) MATCHLINE LI -1 INDEX MAP \ \ ST A: 1q'..20 Vll:LVE: i 1 G'.P.M:; 14 \ ' ....... _,,1----,,'----,1,....;==-.i .. ·····.t•. tl}llt>-JLJJ.J.€ I •• it:z' C,, '1 . sTA, i 10-21, sTA: 10-23 •• '.lP;AeX;.;Qf $,?dl;,G:,,lAf.1f;.:. ····.· ..•• srA: ,c~24 ! VALV : 11/4, VALVE: 11/4 VALVE: 1 V4 \ «r(\ . • VALVE: 1 'G.P. : 20: G.P(M: 20 G.P. : 20 ; ! G.P.M: 12 /11/!11Nl/N~ I 5 B' i3rst,i?- .,,P£ St:Ds/,J~¼.-,..,,, , ::ta IS k,rz\J;fA " \ SLEEVING NOTES / KEY 1 S2 PIPE SIZING INDICATOR. SLEEVE I L SHALL BE PVC OF CLASS OR SCHEDULE AS PER LEGEND SLEEVE SIZE IN INCHES PIPE SIZE IN INCHES SLEEVE SIZING LEGEND 2WS IRRIGATION WIRE SLEEVE. SLEEVE L SHALL BE PVC OF CLASS OR SCHEDULE AS PER LEGEND PIPE SIZE SLEEVE SIZE SLEEVE SIZE IN INCHES 3/4' ,. 2' CLASS 315 PIPE SIZING LEGEND 11/4' 11/2" 3' CLASS 315 PVC PIPE SCH 40 UVR • PVC A 1/2' 5 GPM J 1/2" 4GPM 2" 4' CLASS 315 8 3/4' GPM K 3/4' 7GPM 2 1/2" C ,. 15 GPM L ,. 10 GPM 3' 6' CLASS 200 D 11/4' 25GPM M 11/4' 20GPM 4' WIRE 2" CLASS 315 4' CLASS 315 E 11/2' 35GPM N 11/2' 30GPM F 2' 50GPM 0 2' 50 GPM G 2 1/2' 65 GPM p 2 1/2' 65GPM H 3" 100 GPM Q 3' 100 GPM • I 4' 180 GPM R 4' 180 GPM CONSULTANTS DATE: BY: DESCRIPTION OF REVISION: APP'D. HRfl UNDESJGN EXPRESSLY RESERVES ITS COMMON LAW COPYRIOHT AND OTHER PROPERTY RIGHTS IN TH£SE PUNS. THE$£ PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO B£ ASSfGNEO TO A fHUl:O PARTY WlTHDUT FIRST OBTAINING THE WRITTEN PERMISSION AHO CONS!NT Of' HRP LANOtstGN. NEWPORT DUNES ' .. ,, BUFFER ZONE NOTE: , ·50'. COASTAL BLUFF SCRUEr ... (i1J HABrrAT BUFFER ZC?NE·· ...... ,, ,. \ ' IRRIGATION SYSTEMS LAYOUT NOTE:\ , ··'· ,• ,..,. '. \ NOTIFY LANDSCAPE ARCHITECT'l?SIOR TO INSTALLATION \ , .... , ' ' ,: . • 1. VALVE LOCATIONS -i .' \ A. VALVE BOXES SHALL BE,JOCATED OUT OF PRIMA~Y VISUAL AREAS IN LOCATIONS AS APPROVED BY \ LANDSCAPE ARCHITECT. \ 8. PARKWAY LOCATION : LOCATE VALVE AND QUICK COUPLER ON PROPERTY LINE / COORDINATE LOCATION WITH LANDSCAPE ARCHITEC1. 2. VALVE WIRES / EXTRA VALVE WIRES -:. \ A. THE CONTRACTOR SHALL INSTALL 4 EXTRA VALVE WIRES TO EACH END OF IRRIGATION , MAINLINE RUN, TYPICAL. ' B, THE CONTRACTOR SHALL INSTALL THE NUMBER OF VALVE WIRES FOR OPEN STATIONS Tb THE ENDS OF EACH IRRIGATION MAINLINE RUN, EXAMPLE: 32 STATION CONfROLLER .W\TH 30 \ ' VALVES; TAKE THE 2 REMAINING VAL\/r WIRES PLUS 4 EXTRA TD THE END SF, JRRIG~l'ION MAINLINE RUNS. 3, BUILDING/HARDSCAPE -. • c: ' LOCATE ALL HEADS 12 INCHES FROM BUILDINGS, WALLS AND FENCES TYP, 4. SLEEVES IN THE STREET - THE CONTRACTORS SHALL AS-BUILT THE STATION # FOR ALL SLEEVES IN THE STREET ON THE AS-BUILT RECORD PLANS ' / I ,· i i ' I \ ' ' I \ STATION LEGEND STA: ' CONTROLLER & STATION VALVE: \ VALVE SIZE IN NCHES G.P.M: ' FLOW IN GALLO~ PER MINUTE ' "-. • ' PARKWAY\NOTE: • ', '· / / ,:.:./' I / 1 ' CONTRACTOR'\TO INSTALL SPRAYHEADS 'SJX (6") INCHES FROM\BACK OF CURB/WALK, TYPIC:AL. \2. CONTRACTOR SHALL ADJUST APPROPRIATE Nt),ZZLE \ ,, SIZE IN VARIOUS, LOCATIONS WHERE SHRUB 'A'REA \ INCREASES IN SIZ,E, TYPICAL. '• 3, \CONTRACTOR TO NQTE NOZZLE SIZES AND GPM QN AS-BUILT PLANS'(AND CONTROLLER CHARTS. \ \ • '<;.:'-·;' PIPE SIZING NOTES " ' 1. ALL Pfl?E SIZING CALLOUTS AR( IN INCHES, OR REFERtl-JCE THE PIPE SIZING Lt:9END. 2. PIPE SiLfNG CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS, ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1/2" SIZED PIPE IS ALSO 1/2". . 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED 1/2" ' ' \ \ \ . ' \ \ \ \ ' ' As-BUILT: DRAWINGS , !/. \ NOT PREPARED !SY HRP LANDESIGN \ . , , THE "AS-8UILT" DRAWINGS ARE PREPARED 8Y rn~liuN~\:R \ ! THE .SUPERVISION Of THE INSTALLING CONTRACTO~.\ TH~ PLANS ARE FURNISHED TO THE CONTRACTOR SY 11i!RP ; LANOESIGN SO THAT HE MIGHT USE THEM AS A BASIS FOR FIELD VERlflCATION AND AS A TOOL FOR DRAFTING THE AS-8U1LT CONDITIONS. HRP LANDESIGN IS NOT RESPONSIBLE FOR ANY AS-BUILT CONDITION OR FOR ANY AS-BUILT DRAFTING. AS-BUILT$ PREPARED BY:_NAKAE &: ASSOCIATES PH#:_{94!~ 786-04(15 PLANS PREPARED BY: • H p s.\\. IRRIGATION PLAN LANDSCAPE PLAN CHECK NO 3242 HALI.ADAY, SUITE 203 SANTA AflA. CA. 92705 LICENSE.iatl4 , (714) 557-5852 LAN DESIGN PLANNING LANDSCAPE ARCHITEClURE URBAN DESIGN PROJECT STATUS LANDSCAPE PERMIT NO. OWNER ISSUE 214/04 BID ISSUE 7130/04 AGENCY ISSUE 4127/04 CONST. ISSUE DRAWN BY: COP CHECKED BY: EPP DATE: 1/28/04 Ll-2 \ \ ' ' \ \ \ \ r., ................... 1/ p ( G ! <J! I i SCALE 1· -- 0 1 LILLI CITY OF NEWPORT BEACH BAY VIEW LANDING PARK LANDSCAPE DEVELOPMENT PLANS CITY OF NEWPORT BEACH, CALIFORNIA 20'-0" 2 I CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROJECT NO. C4881 12,0F 3$. "" -~ ..:; ~ I\) Ill .. C I\) 0 .... -Ci o.. D :r ~ It ~ 6 :;:: ~ IU z 6 IL () I) ~ z <( .J I) 0. "q" 0 ' M ~ ' CX) w ::) (j) (j) -z 0 -I- 0 ::) a: I-(j) z 0 0 ' ~ =#: ~ ::) 0 z w 0 0 <( ' I-w (j) 0 -co ' M =#: .....I <( I-I--~ co ::) (j) >-0 z w CJ <( ' \ ~ -< < ..,, ~ ~ 7" r. - ~ V1 :i:i .!,. ' t.,, -- ,,,,, SLEEVING NOTES / KEY 1 S2 PIPE SIZING INDICATOR. SLEEVE 11 SHALL BE PVC OF CLASS OR SCHEDULE AS PER LEGEND SLEEVE SIZE IN INCHES PIPE SIZE IN INCHES \ \ 2WS IRRIGATION WIRE SLEEVE. Sl.E \ E L SHALL BE PVC OF CLASS ~ SCHEDULE AS PER LEGEND SLEEVE SIZE IN INCHES \ Pf PE SIZING LEGEND PVC PIPE SCH 40 UVR - A 1/2' SGPM J 1/2' B 3/4' 10GPM K 3/4' C 1' 15 GPM L 1' D 11/4' 25 GPM M 1 1/4' E 11/2' 35 PM N 11/2' F 2' 50GPM 0 2' 50GPM G 2 1/2' 65GPM P 2 1/2' 65 GPM H 3' 100 GPM Q 3' 100 GPM 4' 180 GPM R 4' 180 GPM PIPE SIZING NOTES 1. ALL PIPE SIZING CALLOUTS ARE IN INCHES, OR REFERENCE THE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUT$ ARE SIZED THE SAME. 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1/2" .. SIZED PIPE IS ALSO 1/2". 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED 1 /2" PARKWAY NOTE: 1. CONTRACTOR TO INSTALL SPRAYHEADS SIX (6") INCHES FROM BACK OF CURB/WALK, TYPICAL. 2. CONTRACTOR SHALL ADJUST APPROPRIATE NOZZLE SIZE IN VARIOUS LOCATIONS WHERE SHRUB AREA INCREASES IN SIZE, TYPICAL. 3. CONTRACTOR TO NOTE NOZZLE SIZES AND GPM ON AS-BUILT PLANS AND CONTROLLER CHARTS. IRRIGATION SYSTEMS LAYOUT NOTE: NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 1. VALVE LOCATIONS - \ \ A. VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY VISUAL AREAS IN LOCATIONS AS APPROVED BY LANDSCAPE ARCHITECT. B. PARKWAY LOCATION : LOCATE VALVE AND QUICK COUPLER ON PROPERTY LINE / COORDINATE LOCATION WITH LANDSCAPE ARCHITECT. 2. VALVE WIRES / EXTRA VALVE WIRES - A. THE CONTRACTOR SHALL INSTALL 4 EXTRA VALVE WIRES TO EACH END OF IRRIGATION MAINLINE RUN. TYPICAL. B. THE CONTRACTOR SHALL INSTALL THE NUMBER OF VALVE WIRES FOR OPEN STATIONS TO THE ENDS OF EACH IRRIGATION MAINLINE RUN. EXAMPLE: 32 STATION CONTROLLER WITH 30 VALVES; TAKE THE 2 REMAINING VALVE WIRES PLUS \, 4 EXTRA TO THE END OF IRRIGATION MAINLINE RUNS. 3. BUILDING/HARDSCAPE - LOCATE ALL HEADS 12 INCHES FROM BUILDINGS, WALLS AND FENCES TYP. 4. SLEEVES IN THE STREET - THE CONTRACTORS SHALL AS-BUILT THE STATION # FOR ALL SLEEVES IN THE STREET ON THE AS-BUILT RECORD PLANS STATION LEGEND f<siTAO-:--==+-CONTROLLER & STATION VALVE: --+--VALVE SIZE IN INCHES G.P.M: _ _,__ FLOW IN GALLONS PER MINUTE ,__ __ __. INDEX MAP \ \ \ \ \ \ ,\ 1}) \ 'J \ \ \ \ \ VALVE: 1 V \ G.P.M: \ \ \ ' \ \ \ \, \ \ \ STA: 18-22 \ VALVE: 11/2 \ G.P.M: 33 . \ \ STA: 18-21 \ VALVE: 11/4 \ G.P.M: 28 \ \ \ \ \ \ , STA: 18-19 \ VALVE: 11/2 G.P.M: 28 \ \ \ \ \ \ \ :A. ~. ----.:,""'1 mm>-11. ,1--.1e A,._,1:s V1'LVE!"- Co...,Tno/.iEf2.. 'A• wea.e Ke 1yp1Gf'li.---syme,.,,l, P.O.C. SYSTEM #1 WATER METER lli] \ \ CIVIL STATION NUMBER -----00.00.00 . ' \ \ WATER METER ADDRESS-851 JAMBOREE RD, HYDRAULIC GRADE LINE------XX FEET STATIC WATER PRESSURE AT METER -92 PSI WATER METER SIZE -------2 INCH TURBO WATER METER SERVICE SIZE ----3 INCH DESIGN WATER PRESSURE -----90 PSI MAXIMUM DESIGN FLOW -----140 GPM IRRIGATED AREA PER METER ---364,204 SF. EST. WATER USE ---24 AC.FT/YR THE CONTRACTOR SHALL VERIFY THE METER SIZE, LOCATION, AND STATIC WATER PRESSURE PRIOR TO PERFORMING ANY IRRIGATION WORK UNDER THIS CONTRACT. (METER PROVIDED BY OWNER) CONTROLLER ., 1A -24 STAllON CONTROLLER 18,,C,1D -32 STATION CONTROLLER APPROXIMATE LOCATION OF 4 RAINMASTER DX2 SERIES CONTROLLER(S) AND ELECTRICAL SERVICE (BY CONTRACTOR). THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF THE ELECTRICAL P ,O.C. AND STAKE THE EXACT CONTROLLER LOCATION FOR APPROVAL IN THE FIELD BY THE OWNER. INSTALL CONT. IN A STAINLESS STEEL CONTROLLER ENCLOSURE. MODEL #: 1A • H818-SOX.S2-SIHSOX·oatHSDX-IIF/1181:V-AADFIHSEV-ANT•FD 18 • H818-SDX-S2-8/HSDX.fl3/IISDX-HW 1C -HSffl-sDX-32-8/HSDX-os/HSDX•HW ll • HS1G-SOX•2'1-S/HSDX--03/IISDX-HW FOR 4 CONTROLLER(S) PER THE IRRIGATION LEGEND, NOTE: USE MODEL / PART # 'EV-cAB-COM' TO CON oCERTIFICATION NOTE: ' ' \ \ (j)' \\ \\ GAIN INSTALLATION CERTIFICATION OF THE CONTROLLER, MASTER VALVE, AND FLOW METER FROM HYDROSCAPE AND RAINMASTER PRIOR TO START OF ESTABLISHING MAINTENANCE, PROVIDE HRP LANDESIGN WITH A WRITTEN COPY OF INSTALLATION CERTIFICATION. CONSULTANTS HRP LANDESIGN EXPRESSLY RESERVES ITS COMMON LAW COPYRIOKT ANO OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPROOUCEO, CHANCED, OR COPIED IN ANY roRM OR MANNER WHATS0£V£R, NOR ARE THEY TO Bt ASSIGNED TO A THfRO PARTY WITHOUT FIRST 08TAINJNC THE WRITTEN PERMISSION AND CONSENT Of HRP LANDESIOH. DATE: BY: DESCRIPTION OF REVISION: APP'D. &,. '11aVl51<>N5 FER Cl'l"Y' OF """"°"" !!EACH C PLANS. PREPARED BY: 3242 HAI.LADAY, SUITE 203 SANTA l#A. CA 92706 UOENSe 11984 (714) 557-5852 l 10· SEE MATC HRP LAN ESICN PlANNING LANllSCAPE ARCHITECTURE URBAN DESIGN lls:---~ &'C'--r--1-7'---+---~ LINE Ll-4 + + + STA: 10-9 VALVE: 11/4 G.P.M: 28 STA: • 10-8 VALVE: 1 G.P.M: 16 STA: 11).7 VALVE: 11/4 G.P.M: 21 STA: 10-6 VALVE: 1 V2 G.P.M: 30 STA: 10-5 VALVE: 1 V4 G.P.M: 16 STA: 10-4 VALVE: 11/4 G.P.M: 23 STA: 10-3 VALVE: 1 G.P.M: 12 STA: 10-2 VALVE: 1 G.P.M: 15 STA: 10-1 VALVE: 1 V2 G.P.M: 28 l<s--------LIG _1 ----~ STA: 1A-7 7 I VALVE: 11/4 P.O.C. SYSTEM # 1 CONTROLLER 1A-18-1C-1D '!l' Ll, G.P.M: 20 -, IE--:55'3-"-~ ROAD WATER METER ADDRESS······ • ...... __ .. ===..::...-===-=..::=.==:.,,:::· .. ·;,.,; .. ;;;;:· .. = .. --.. ·. ·--+ ··-·-·""""f-· --------SCALE 1" = 851 JAMBOREE ROAD --------1==========:t· ELECTRICAL METER ADDRESS xxxxx IRRIGATION PLAN PROJECT STATUS OWNER ISSUE 214/04 BID ISSUE AGENCY ISSUE 4121104 CONST. ISSUE 7/30/04 DRAWN BY: CCP CHECKED BY: EPP DATE: 1/28/04 LANDSCAPE PLAN CHECK NO LANDSCAPE PERMIT NO. Ll-3 0 1 l111l111l CITY OF NEWPORT BEACH BAY VIEW LANDING PARK LANDSCAPE DEVELOPMENT PLANS CITY OF NEWPORT BEACH, CALIFORNIA 20'-0" 2 I _,,,NO, C4881 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 13 OF 38 "-1-,Q r=: .. ::::::: ..... If" 'l) If) .. C 'l) Cl.._. -Cl IL D :c ~ 111 ~ ~ i ,;:: Ill z IL Cl C) \) ~ z <( _J \) 0. -.;;t- 0 ' t-,.. ,.... ' O'> w ::> Cl) Cl) -z 0 -I- 0 ::> a: I- Cl) z 0 0 ' ,.... ::j:f:: ~ ::> 0 z w 0 0 <( ' I-w Cl) 0 -co ' ct) ::j:f:: _J <( I-I--~ co ::> Cl) >-0 z w (!) <( -------------------------------------------------------------------------------------------------------------------so•" t>3 ~ ,< m :;:- ~ 7"I 7"I .., In ...ll ~ ll' STA: ',l{\LVE: 1 V G: .M: \ STA'.1 1A-20 VALVli:: 1 V2 G,P,M:, \ • \ \ \ \ STA:\ 1C-4 VALVE\ 11/4 G.P.M:1 18 CONSULTANTS \ STA: \ 1C-6 \ .,- VALVE:, 11/2 \ G.P.M: \ 28 \ STA:\ 1C-6 VALVE,: 11/4 G.P.M:\ 21 STA:\ 1C-7 VALVE•: 1 G,P.M:\ 4 ' \ ' \ \ \ \ \ \ \ I i j \ STA: 18-28 \ \ VALVE: 11/2 'Y ' G,P.M: 33 \\,".,L_ \ STA: 18-27 \ \ \ ~A}~J: 1 ~~ \ ,,'1' \ J/j} "\ \ \ \,, \ \ \ ' \ \ \ \ \ \ STA: 18-26 \ VALVE: 11/2 'G,P,M: 33 \ STA: 18-26 \ VALVE: 1 \ G.P.M: 12 \ \ STA: 18-24 \ VALVE: 11/2 \ G.P.M: 30 SEE MATCHLINE LI -5 + + +1+ + ;.. + 6 + .,j .. + + ., ... ,, .. , ... ___ _ + + 18 DATE: BY: DESCRIPTION OF REVISION: APP'D, HRP LAHD£SIGN EXPFIESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPtRTY RICHTS IN THESE PUNS, THESE PLANS ARE NOT TO 8£ REPRODUCED, CHANGED, OR COP1ED IN Atft FORM OR MANNER WHATSOEVER, NOR ARE TH£Y TO B£ ASSIGNED TO A THIRD PARTY WITHOUT rum OBTMNfNG TH£ WRITTEN PERMISSION AND CONSENT OF HRP LAMOESIOH, + \i( "'";•.(·-+ AS,,IIUtLT: DRAWIMGS NOT PREPARED SY HRP LANDEStGN THE "~'"-BVllt" DRAWINGS AR£ PREPARED. BY OR UNOER, THE Sll!PERV!SlON OF 1'1{f·INSTALUNG CONTRACTOR. TH'Ei<'· N'S:) ARE FVRNl$HED T°'~ CONTRACTOR BY HRP ·, ' SIGN SO THJ;;T HE Mtw,,, 'USE THEM AS A BASIS ' LO VERIFICA \JON ANO As_, A<fOOL FOR DRAFTING ILT CQNOlf!.ONS. HRP ~SIGN IS NOT FOi,; Ally AS-BUILT CON~T-l.,ON OR FOR ANY ING. \ . ....._ ', .. ED 13'.::_~AE ~~~E':!:~~t_ _ () #:'.t.~49) 786-0405 -~:::.::.."-s----- PLANS PREPARED BY: 3242 HALLADAY, SUITE 208 SANTA ANA CA 92705 UCEN8et13e4 (714} 557-5852 LANDESIGN Pl.ANNING LANDSCAPE ARCHITECTURE IJR8AN DESIGN PIPE SIZING LEGEND PVC PIPE i A v:i-·, 5 GPM ! B 3/4' ';,o GPM . CT l15GPM : • ! ,, : ., -..Q. __ .... 1-114" , E 1V2" f: 2" G' 2 1/2" ,H 3' 4' 25 GPM 35 GPM 50GPM 65GPM 100 GPM 180 GPM SCH 40 UVR • PVC J V' 4GPM K 3/4' 7 GPM L T 10GPM M 11/4' 20 GPM N 11/2" 30 GPM 0 2" 50 GPM P Z•".t/2" 65 GPM Q 100 GPM R !/4' 180 GPM SLEEVE SIZING LEGEND PIPE SIZE \ $LEEVE SIZE 3/4' T :?'~LASS 315 ,,"-.. 4' CLASS 315'--: :--. PARKWAY NOTE: 1. CONTRACTOR TO INSTALL SPRAYHEADS SIX (6") INCHES FROM BACK OF CURB/WALK, TYPICAL. 2. CONTRACTOR SHALL ADJUST APPROPRIATE NOZZLE SIZE IN VARIOUS LOCATIONS WHERE SHRUB AREA INCREASES IN SIZE, TYPICAL. 3. CONTRACTOR TO NOTE NOZZLE SIZES AND GPM ON AS-BUILT PLANS AND CONTROLLER CHARTS. PIPE SIZING NOTES 1, ALL PIPE SIZING CALLOUT$ ARE IN INCHES, OR REFERENCE THE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS, ALL PIPE SIZED BETWEEN THESE CALLOUT$ ARE SIZED THE SAME, 3, ALL LATERAL LINE PIPE DOWNSTREAM OF A 1 /2" SIZED PIPE IS ALSO 1 /2", 4, ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED 1 /2" SLEEVING NOTES / KEY IRRIGATION PLAN LANDSCAPE PLAN CHECK NO PROJECT STATUS LANDSCAPE PERMIT NO. OWNER ISSUE 2/4/04 BID ISSUE 7/30/04 AGENCY ISSUE 4/27/04 CONST. ISSUE DRAWN BY: CCP CHECKED BY: EPP DATE: 1/28/04 Ll-4 IRRIGATION SYSTEMS LAYOUT NOTE: NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 1, VALVE LOCATIONS - A, VALVE BOXES SHALL BE LOCATED OUT OF PRIMARY VISUAL AREAS IN LOCATIONS AS APPROVED BY LANDSCAPE ARCHITECT. B. PARKWAY LOCATION : LOCATE VALVE AND QUICK COUPLER ON PROPERTY LINE / COORDINATE LOCATION WITH LANDSCAPE ARCHITECT. 2. VALVE WIRES / EXTRA VALVE WIRES - 3, 4. A. THE CONTRACTOR SHALL INSTALL 4 EXTRA VALVE WIRES TO EACH END OF IRRIGATION MAINLINE RUN, TYPICAL. B. THE CONTRACTOR SHALL INSTALL THE NUMBER OF VALVE WIRES FOR OPEN STATIONS TO THE ENDS OF EACH IRRIGATION MAINLINE RUN. EXAMPLE: 32 STATION CONTROLLER WITH 30 VALVES; TAKE THE 2 REMAINING VALVE WIRES PLUS 4 EXTRA TO THE END OF IRRIGATION MAINLINE RUNS. BUILDING/HARDSCAPE - LOCATE ALL HEADS 12 INCHES FROM BUILDINGS, WALLS AND FENCES TYP, SLEEVES IN THE STREET - THE CONTRACTORS SHALL AS-BUILT THE STATION # FOR ALL SLEEVES IN THE STREET ON THE AS-BUILT RECORD PLANS ! I CITY OF NEWPORT BEACH BAY VIEW LANDING PARK LANDSCAPE DEVELOPMENT PLANS CITY Of NEWPORT BEACH, CALIFORNIA ---s ";-I --s ---s _J w z - ~~ 0 ~ ~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PIIOJSCT NO, C4881 14 OF 38 w ::::> CJ) CJ) -z 0 -l-o ::::> a: I- C/) z 0 0 ......... ,-- =#: ~ ::::> 0 z w 0 0 <( ......... 1-w CJ) 0 -co ......... C") =#: ....I ~ I- ~ co ::::> CJ) >-() z w <.'J. <( • \ \ \, \ \ \ \ \ \ \ \. BUFFER ZONE 50' COASTAL BLUF HABITAT BUFFER ZO \ \ \\ ! ! I \ \ ·Tf---" \ \ S~ALE ~• = 2 ~?• \\ \ C\O\ I CONSUL, T ANTS \ HRP LAND[SIGH EXPMSSLY R£SERV£S ITS COMMON LAW COPYRICHT AND 01H£R PROPERTY RIGHTS IN THESE: PLANS. THESE PU.HS ARE NOT TO BE REPRODUCED, CHANGED, OR COPtED IN ANY fORM OR MANNtR WHATSOEVER, NOR A.ff£ THEY TO BE ASSJGNEO TO A THmo PARTY WITHOUT flRST OBTAINtNC THE WRmtN PERMISSION AND CONSENT Of' HRP LANDESIGN. DATE: BY: \\\ 1---P_AR_K_W_A_Y_N_O_T_E_: --------1 \>:, 1. CONTRACTOR TO INSTALL SPRAYHEADS SIX (6") • , INCHES FROM BACK OF CURB/WALK, TYPICAL. \' \ \ \¥• CONTRACTOR SHALL ADJUST APPROPRIATE NOZZLE ,\\ SIZE IN VARIOUS LOCATIONS WHERE SHRUB AREA \\\ INCREASES IN SIZE, TYPICAL. 3.\·coNTRACTOR TO NOTE NOZZLE SIZES AND GPM \\,iN AS-BUILT PLANS AND CONTROLLER CHARTS. ,_ \' ,, •• ·----~~-... ' ' ' /~----\\' .... ----------------------i ! '\ \\ \ ·--\ ''SLEEVING NOTES / KEY DESCRIPTION OF REVISION: \ . ' \1 S2 PIPE SIZING INDICATOR. SLEEVE APP'D. \ 'h SHALL BE PVC OF CLASS OR \ \ SCHEDULE AS PER LEGEND . \ SLEEVE SIZE IN INCHES ~•..,_\\f'IPE SIZE IN INCHES 2WS \'~RIGATION WIRE SLEEVE. SLEEVE L S.HALL BE PVC OF CLASS OR s~.H~DULE AS PER LEGEND SLE!:\<E SIZE IN INCHES ' ' IRRIGATION SYSTEMS LAYOUT NOTE: NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 1. VALVE LOCATIONS - A. VALVE BOXES SHALL BE LOCATED _OUT OF PRIMARY VISUAL AREAS IN LOCATIONS AS APPROVED BY LANDSCAPE ARCHITECT. 8. PARKWAY LOCATION : LOCATE VALVE AND QUICK COUPLER ON PROPERTY LINE / COORDINATE LOCATION WITH LANDSCAPE ARCHITECT. 2. VALVE WIRES / EXTRA VALVE WIRES - A. THE CONTRACTOR SHALL INSTALL 4 EXTRA VALVE WIRES TO EACH END OF IRRIGATION MAINLINE RUN. TYPICAL. 8. THE CONTRACTOR SHALL INSTALL .THE NUMBER OF VALVE WIRES FOR OPEN STATIONS TO THE ENDS OF EACH IRRIGATION MAINLINE RUN. EXAMPLE: 32 STATION CONTROLLER WITH 30 VALVES; TAKE THE 2 REMAINING VALVE WIRES PLUS 4 EXTRA TO THE END OF IRRIGATION MAINLINE RUNS. 3. BUILDING/HARDSCAPE - LOCATE ALL HEADS 12 INCHES FROM BUILDINGS, WALLS AND FENCES TYP. 4. SLEEVES IN THE STREET - THE CONTRACTORS SHALL AS-BUILT THE STATION # FOR ALL SLEEVES IN THE STREET ON THE AS-BUILT RECORD PLANS PIPE SIZING NOTES ' \ \ \ \ ' \ \ \ ' \ ' \ \ \ \ \ \ \ \ \ \ \ 1. ALL PIPE SIZING CALC.OUTS ARE IN INCHES, OR REFERENCE THE PIPE SIZING LEGEND. 2. PIPE SIZING CALLOUTS ARE SHOWN ONLY AT THE ENDS OF RUNS. ALL PIPE SIZED BETWEEN THESE CALLOUTS ARE SIZED THE SAME. \ 3. ALL LATERAL LINE PIPE DOWNSTREAM OF A 1 /2" SIZED PIPE IS ALSO 1 /2". 4. ALL UNSIZED RUNS OF LATERAL LINE PIPE SERVING THREE OR FEWER SPRAY HEADS SHALL BE SIZED 1 /2" / / ....... :·- ...... _ '·, ---~:-.,~.;~-:::.~.:~ ..... ", ...... ~·-\ \ SEE MATCHLINE LI -4 PLANS PREPARED BY: 3242 HALLADAY, SUITE 20S ~~- (714) 557-5852 LANDESIGN PLANNING LANDSCAPE ARCHITEC1'JRE UFlllAN DESIGN \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ ' ' ' \ ' 1\\ -~•\-'' \ • i ·-/.,. \ / \..• \ ' \ \ \ ' ' \ / \ ,,., .. , /' /{.) \ \ \ \ ' \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \ ' \ \ \ ' \ \ ' ' \ \ \ \ \ \ \ \ ' \ \ ' \ \ \ \ \ \. l '· \ \ ' ' \. \ ;,, \ j i \ \ \ \ \ \ \ ' \ \ \ \ \ \ \ \ ' ' ' ' ' ' . \ \ PIPE SIZING LEGEND '"", PVC PIPE SCH 40 UVR -PVC A 1/2' SGPM J V2' 4GPM B 3/4' 10 GPM K 3/4' -7GPM C 1' 15 GPM L 1' 10 GPM D 1 V4' 26 GPM M 11/4' 20GPM E 1 V2' 35 GPM N 11/2' 30GPM F 2' 50 GPM 0 2' 50GPM G 2 1/2' 65 GPM p 2 1/2' 65 GPM H 3' 100 GPM Q 3' 100 GPM I 4' 180 GPM R 4' 180 GPM ' IRRIGATION PLAN PROJECT STATUS OWNER ISSUE 2/4/04 BID ISSUE 7/30/04 AGENCY ISSUE 4/27/04 CONST. ISSUE DRAWN BY: CCP CHECKED BY: EPP DATE: 1/28/04 SEE MA TCHLINE THIS SHEET SLEEVE SIZING LEGEND PIPE SIZE SLEEVE SIZE 3/4' 2' CLASS 315 1' 11/4' 11/2' 3' CLASS 315 2' 4' CLASS 315 2 1/2' 3' 6' CLASS 200 4' WIRE 2' CLASS 315 4' CLASS 315 LANDSCAPE PLAN CHECK NO LANDSCAPE PERMIT NO. Ll-5 INDEX MAP ~ -to-- CITY OF NEWPORT BEACH BAY VIEW LANDING PARK LANDSCAPE DEVELOPMENT PLANS CITY OF NEWPORT BEACH, CALIFORNIA CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PftGECT NO. C4881 15• l$" "-f" 0 ' er, ~ co LU :::> CJ) CJ) -z 0 -l-o :::> a: I- C/) z 0 0 .......... ~ =N= ~ :::> 0 z LU 0 0 <( ' 1-w CJ) 0 -co ' er, =N= -' ~ -~ OJ ::, CJ) >-0 z w (!) <( • ~ Co ~ 1'1~, ~;r~ Job Address : Description : Parcel#: Legal Desc: Owner: Phone: Address : Applicant: Phone: Address: Special Cond. : City of Newport Beach 3300 Newport Blvd, Newport Beach, CA 92663 P ... b . . ,·;.•:•·--· ·· .. ·'-' ·•:···••: . . . . . . .e,'rm1t •• • t : U .t-C ·.• .. ·., .. : ·.·,c.::c,: ... : .. , ... , • 1/'/'ri • ... , .,, , ,., 1l'Rfi<s; & lnspectl£!\}'~!t~f~l! 1949) 644_3311 I 'J , i I-4-0118 Public Works Department Utilities Inspection Requests (949) 644-3011 1211 BACK BAY DR NB GRADING FOR BAYVIEW PARK ·.··o·./· •• );,·,:,::,:--.····. -· ~,, :f" p;;·· ,·., r,· ·.:.. • • •• •• "{.. ' ·. t i· . .i. ~ .. ·.,, .. ·• ... H•J(, • • • ~1 's .. :,,' I ,, _, AST H ,, ,: • I JAMBOREE AN~,P'Ql •• , t, ~ .Li. // . ..-li 0 ~". ·. r _ ... .A'· .. J ·· .... '"· ··•.· ·. y ~G • , A ' \lJ 11 t•~ "" . j . A' --=~ Thomas Guide: CITY OF NEWPORT BE .. A··•.s .• ~···· • .a, 949-644-3311 ··'··· .,.•. .,({ ',i, 3300 NEWPORT BLVD > A~.t¾.. NEWPORT BEACH,, ¢A 9266. ·.0. ~~ .. """'..,..,. } .. -,,·,.~·•·. POSS CW INC 201 S BALCOMAVE FULLERTON CA •.• t ' i • ~ ,-,-,;:t""'l>•;rj· FEES WAIVEO•PER t;~~CT WITH TRIMBLE INPLANNJNG DEPARTMENT ~~~-,.,.,.,,".,,d . : t··~~ 1j. ,,,1--~ . ,• ...... . . ,-" lposs,t -"Y INC ,... /, c_,,-,..r~ I C..-.&-' • ••• , , • · , o .,.,. · /L • • , ·,.,, Cont,acto,;,,. l7J~l1-!i9g0M AVE):: k/t'.7£-1 ~• • " 1 • 2r<~s BAL )lf_u.,, I ,,,~ r;,:::. '41/J, ;~-·.··,··. , •• 1. Phone .;··.· •• •.••. .v•.,· RTO~··•· N. C. ·. rf"'"..,,, .. ·.,.. LJTTV ·J . '.r.6 _ '.i,. ,• ! Add'°'"'{ FUL E . ,.. ·~ ' ' ,/: ' ; 267502 '(': •. ,', / ' - • ·.·.••~ ••• ~~.'!~sid,51 ,t'. ... L· .. ii ij 10/3Ji0~·.· ... ··,.'. ·~·• . r~/Zh.?k- " •' l/lf\/lJ{j//4 .. •·,·.· • s. e Ef Pl·r. e ..•• •.:.• •• • •. •., ,: • .. · ~,~. [ 11' • ~\t~:f "d~ \\]! :;;\\ \BT30003655 ~• • ••••• ···• •• iness Lic~nst<\ Gl4/30/2005 . Bus. • • e· ·p1re .· ·, , '""1 ~•• ···n·.· ·ess ~ • .' ... • .••.• ..::.... \ .. ·. · ."'~~ .. , Sl : •·•· •·. ·:•·•: • • ce ·--.. ;Y w.f i ra: s~,iJJtij;,110~~ te"~•~,o~ FI p PA i arri4:1r : / . WC6136216 i ·•licyNo :\ 02/011'4005 J;jf~p\~,]t \ Permit Processing Fee : • ~p.oo .. ~ ... ~s~;...~~9-<ULhfctitE'-~ .~·· "'( ~J2.00 • 4TT Box C_9Yf,lr: r,; .• • Paid,~ 'J B<i(anJ£e·c;f l :/ ~~.} $0.00 $0.00 Agreement Fee : StreeUAlley/Walk/Closure : Public Works Field lnsp. : Utilities Field lnsp.: Refundable Deposit : Processed By : (..ldt'llities Approval : Traffic Approval : (..0eneral Services Approval : 1. ., ........ •r$0 .00 \.. Wat·e·c N)eters(,ll/le.ter + Cqinr:i.} : ~~\. . ~,✓ -~ "f·,•·,_. -,_ • -~~---V :\\ .....,... $0.00 ,c,<;>.nshWaterMete)'. , , . . .. ·,·•· Receipt;No : f taJ,M& $0.00 :,Wmer,,Metet'Bpx ~...,. $0.00 <'? Adjust~fi ;,•·-· ~ ·•••·:: ..... r= e. ~-r-A. < ;..,P ~ -,,le+,..". . ,,l ·;1~,-'""·· r:~~ ~ ...... ~ ....... ~~ ...... :::;;;a::,, ·\~ ,~" Date : <f. ,.,0 :Dtf p p -\ -.-,.-. -- ,(.,.~ Di;lte : 4\-/-Z.1/~ • 4':J,! .,.. . .,.- --( 'I jf. __ Da~e : . 1 .1 r ~•,... • > :. . " ~0-tJ' '~ J · 't\. rA , \. w • 2 < .. Pate : frz :'.):do ~ ;•.·-·. ~ ·~· ,---JJartment : Permit D~fi!ed ~~ ._._ i ~\. Iv -~.-----~ _,r~;,.., ~,--~ Ji~ 1t'~es!~er(llit': a~ ~~ f.J -,;., ·.·"'..!:,.. \.. :··••···•······· ? ·~.;~ }J ... '-'" ;c. : > Date:_/_/ __ Date:_/_/ __ Date: ±;z,12..G>c::>1- ·••: «:;6rt~et. ~ E.., e. ~tJ,\..S::re,. Qf th~ ¼.;'"1~~~;.~-, ~:ur.i~"m~l"~ 48 hours in advtl~~ ;:,t ~@--£i.,,.✓,;.:y•·; 1 to arrenge for lnat1~~i\fjh &l ~U "cumection• ,; ~ City OWfiW !!ttl-HHM- ... HEET F R E R HMENT PE MIT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ·•···•·•·•·•·•·•·•·•••:••COMPLEtE•TAE•BELOW•INFORMAT16N ••••••••• ........ ·.·.·.·.-.·.·.· .... •.•.. . . . . . . . . . . . . . . . . . . .. . . .......................... -.................. . DETAILED DESCRIPTION OF PROPOSED WORK: ( ~1'11e~ JJa".,,/~ \ -.,...... -,I • LI' I /JI/ ~er,~ /)-- ' APPLICANT: C ' w . 1.-\')S"-, ll I fU.., Email Address: Mailing Address: /I d)...O I S , f!x;. t <!,O i'Y\ r-,·v<--- City/State/Zip: A IL Fu. I kr--tot'\ , 'vl 9.~'b 3 ~ Phone: ( 7 ) ~ )y I I -"i "t' a o Email Address: Mailing Address: I\ Ci~tate/Zip: A /l r9--D ( $. 8"' l t OM t"OV<--hd )-er-+Oi\ 1 en q c)Y 3 Y ALL CONTRACTOR INFORMATION IS REQUIRED-PLEASE COMPLETE Office Phone: (11~ ~71..q 'lOO Company (if different): Jobsite Phone: -.-/ Other Phone: Email Address: State License Number & Class: City Business License Number: ¥ ~~ 7 66 c).... A Expires: /0 --0 5 Expires: ~ WORKERS COMPENSATION INSURANCE -Certificate of Insurance (Section 3800 ~bor Code) Company: Arrws+rof\c., ~() bd::,,o. n ~ Policy No:~C&'-1 .3~~1&1\Dexpires: ~-t -<5 i: R~FUNDAs.L~t>EPOS.ltit.li'F'oRMAT!ON UiAppii~~bl~J=> • • .... .:: :• • : ·::: :: • : .. • • •:: : : ... · .. • •: .. FOR OFFICE USE ONLY Special Conditions of Permit: WA\ v E., ~1:.c:.::C C" , o 1--'T A'--, '\>A ,-J \t2,.0\'?. \. > <.., \_ @ 9k9 -P DA -~ '2. 1 o i=:o C'-l ...., f=. a ,i..~--rvD ,-J ADDITIONAL APPROVAL REQUIRED FROM TRE FOLLOWING DEPART1vrENTS Utilities: I ~ Traffic: I I Fire: l I General Services: I ~ Other: Engineering Techician: /LI f:/users/pbw/shared/encroach/masters/epworksheet.xls Public Works Specialist: JA/- Public Works Department 949-644-3311 3300 Newport Boulevard, Newport Beach, CA 92663 Wong, Gilbert From: 1Sent: Sinacori, Mike Thursday, April 15, 2004 4:18 PM Wong, Gilbert To: Cc: Subject: Badum, Steve; Trimble, Daniel; Antista, Pete RE: Message from an unidentified caller Gil, Please cross out the water meter note on this grading plan and issue the permit. Pete will be back on Monday to sign off. Thanks. Mike -----Original Message----- From: Trimble, Daniel Sent: Thursday, April 15, 2004 4:15 PM To: Sinacori, Mike Cc: Badum, Steve Subject: RE: Message from an unidentified caller Mike -This is just for rough grade we can work all of that out at the next step. Steve and just want the rough permit issued so they can start when the CPD is approved. The Coastal permit will most likely be issued the second week in May. -----Original Message----- From: Sinacorl, Mike Sent: Wednesday, April 14, 2004 8:37 PM To: Trimble, Daniel Cc: Badum, Steve Subject: FW: Message from an unidentified caller Do you want to handle this plan change or me? Are we a go yet with Coastal? -----Original Message----- From: Wong, Gilbert Sent: Wednesday, April 14, 2004 8:33 AM To: Sinacori, Mike Cc: Antista, Pete; PBW Admin Team Subject: FW:Message from an unidentified caller Mike, Encroachment Permit N2004-0l 18 is the Bayview Park Project and has been approved by General Services with comments, it still pending Utility's approval. The encroachment permit has been denied by Pete Antista with the following correction; "Denied. the water note is incomplete per Pete Antista". Have you discussed\resolved water note issue with Utility? I have the encroachment permit N2004-0l 18 in my office. Gil Gil « File: VoiceMessage » 1 Entries for ltem:28 -GENERAL SERVICES 15:12 04/09/2004 Action Comments Bv Date pp Copy of EP and grading plans received and MEldridge 04/07/2004 delivered to Mlomeli for review. AP Plans approved with the following conditions: JHammond 04/09/2004 1) Any sturctures that are added, such as V ditches, grates, and retention basins must allow for access for City vehicles, including backhoes. Additoinaly, comments have been made on Page C-2 of 9 of plan set dated 1/14/04. Total Rows: 2 Page 1 0 -l14r :J CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT BAYVIEW PARK CONSTRUCTION JECT And PW Permit N200-4 -OTI'8 PRE-CONSTRUCTION MEETING MINUTES May 19, 2004 3:00 P.M. 1. Introductions • Introductions made per the attached sign-in list. 2. Contacts • Project Engineer: Fong Tse • Project Inspector: Rob Masters • Contractor: Newport Housing Partnership, L.P. • Grading Contractor: C.W. Poss, Inc 3. Work Schedule • Work will start with the obtaining of the Coastal Development Permit (CDP) by the city. Permit is anticipated to arrive this week. No work is to be done on the clearing or grading until permit has arrived. • The City authorized the civil engineer to access the site this week to install survey control for the grading. Truxaw, the civil engineering firm, will set control points on site for the use of the CW Poss surveyor. • USA was called by C.W. Poss on 5/17/04 (#A1391259) for marking the location of the underground utilities. • Soils engineer for the project is NMG Geotechnical. They will be present with the start of work by the grading contractor. NMG will sample a source of potential import soil at a remote site in Huntington Beach this week to evaluate it for use as fill on this project. Quantity is anticipated to be about 3,000 C.Y. of the import material. • Clearing is anticipated to take about 4 hours, rough grading will take from one to two days. • LSA Associates, Inc. will monitor clearing of the site as per their proposal and plan for archaeological mitigation. They will verify that grading does not encroach on potential sites. • C.W. Poss will install BMP's as shown on the grading plan prior to moving soil on-site. This is scheduled to be done on Friday 5/21/04. They will also be responsible to install the sandbags and other erosion control devices as per the approved grading plan upon completion of rough grading. • The civil engineer will provide copies and a set of mylars of the approved grading plans for LSA, NMG and the city. These will be delivered to Steve Badum. Attachments: Sign-in list END MINUTES ~. t?~'N'l,t-,, ,~ Bayview Park Pre-Grading Meeting at the site. Sign-in list: Name Rob Masters Dan Trimble Jim Nugent Gino Canori Gary Gibson Rod Meyer Randy Marrs Eric Bently Karlos Markouizos Lloyd Sample Bill Truxaw Firm City of Newport Beach City of Newport Beach The Related Companies of CA. The Related Companies of CA. C.W. Poss, Inc. C.W. Poss, Inc. C.W. Poss, Inc. NMG Geotechnical, Inc. C.W. Poss, Inc. LSA Associates, Inc. Truxaw & Associates 5/19/04 Telephone 949-644-3311 949-644-3230 949-759-9003 949-660-7272 714-871-9900 714-871-9900 714-871-9900 949-442-2442 714-871-9900 949-553-0666 714-935-0256 06-01 -2004 4A9pm Inspection Request Reportin? Page 1 NEWPORT BEACH, C,.,.=A~-~G...._._.IT_.Y'-------------- Requested Inspect Date: Assigned To: Inspection Type: Inspection Area: Site Address: Wednesday;. June 02, 2G04 zzzzzzzzzzz ENCROACH PW 1211 BACK BAY DR NB AJP/D Information Activity: Const Type: N2004-0118 Type: ENCROACH Occupancy: Sub Type: NEW Use: Status: APPROVED lnsp Area: PW Owner: CITY OF NEWPORT BEACH POSS CW INC Phone: 949-644-3311 Applicant: Description: GRADING FOR BAYVIEW PARK AT JAMBOREE AND COAST HIGHWAY Requested lnspection(s} Item: 10200 PRE JOB -PW Requestor: WEBUSER Comments: AM-Assigned To: zzzzzzzzzzz* Action: ______ Time Exp: Inspector: Date: Comments: REPT131 Requested Time: 12:00 AM Phone: Entered By: WEBUSER WB Ti~M Ru n Id : 5 5 3