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31 32 33 CITY OF COSTA MESA I PROJELCT LOCATION :N ,,, ·!I,• ' ',,' I . ' , .. -~ RECORD DRAWINGS These ReC?rd ~ravvings h~ve been. prepared based on information submitted, in part, by others. ~hrle this 1nformatron rs believed to be reliable, Crty of Newport Beach is not ~espons1ble to its accuracy, nor far errors or omissions Vvhich may have been incorporated into these plans as a result ,,:, l,i I I :-,,,,1 AS BUIL TS ~ Vida Samarzich, Inc. 6829 Billings Place Ra ncho Cucamonga, CA 91701 ·otEAN ,BO,ULEV·ARD SIDEWALK JMP,ROVEMENTS BETW .EEN CA iRNATION A;~lE~rt.JiE -~N:□ F·E,RN1LO~:p'1AVE ,NUE ' • . _ ;: 111 ;; C-7623-1 PROJECT NO. 1~N.2r6 ' • : ' ~ I ' C i', NO, (OESCRIPTIQl'l DEMOLITION .. .. .,.. ........ . ........ , .... . SAWCUT AND REMOVE EXISTIN.O pee SIIDEWALK INCLUDINi:, ACCJcSS RAf.lP. IIJ S;/,,WCUT ANO REMOVE EX ISTING PCC CURB INCL.UDiNG DEPRESSED CURB. REMOVE EXISTING POST A~D SIG1'h ...... ,..,.,.. ..l,,.,.,,.., ........ r ·,:•:""""""" .......... , ,. • ' CLEAR AMl!l' CRUB s~'ls'nNd LA,~bscAflE ANP I fRRIGATION IMP_ROV~MENTS FOR NEW WOR!t, . . ' . ' ,, , ' • ,'~ RpMOVE EXISTING CABLE FENCE, POST AND l'OQTING FOR NEW WORK. • W NOT USED, IT] , REMOV-E E)(ISTlNG BENCH . ' ! REMOVE l;:XISTIN_G HATCH AND PRSPARE, FOR, NEW HATCH. .. '. I REMOVE \;X1_$T!NG GUARORAI.L SYSTEM AND l'iOOD POST. t ' STREET ' i PRO:VECT IN PLACE _ _ _ ,, ,. ___ ., _ _ jj '. i CONSTRUCT a'' THICK PQLYPRQPYLENE FIBER REINFORCED PCC PAVEMENT Orij EX<ISTING N~\flo/E ,cotiPACTED SAND PER QNB ST0-•106-'A; 11Q'S ANID. 109. 1-I ,, .. , q<m~irii~c, Pee cwRe (TiPE ·eJ PER oNs si:D-182 AND 0EJi111L oN sHE.ET 2 <cuRs F/1-ct= HEIGH, PER - I RLAN 1-l,,1!JD DEfAIL ON SHEET 2, . ·,, . CONSTRUCT PCC SIDEWALK fW=PER PLAN.} 'PER CNB STD-180. . . ~ .. ,. . . CONSTRUCT PCC ACCESS ~MP, PER CNB STD-181 AND ,DETAJL Otil SHEETS 4 'ANO 5. : 'CbNST:Rl!JCT GUARD CABcE FENCE PER DETAIL it)N SHEET 2. ' . . . ' . . . . .. , ' .. '"' RELOCATE EXISTING SIGl'J (i!YPE J'E:R PL,AN\ if:O NEW P,OST. FURNISH AND. INSTALL MODULAR .El.LOCK R~TAINING WALL AS MAUFACTURED ~y >;(;~&•, EQUAL ~AL.L/+r/ (3locK-,413 GL!}s.S IC. --r N ~ • REfylO~t gx1sr1NG WATER .sox ANO cov~R AN.o ;iNWALL NEW wA,ER 13ox AND c;ovE_R to GRioE PER cNs 'ql[el~ITf Ntl~ ,' ,: ; -~ 1/.9, REQUIREMENTS. ' CONSTRUCT RGC SIOEWALK AND LOOl<O!H AREA (W .,;P~R PLAN) Pi;:R CNB S~D-180, INCLUD[NG SCORING , '·-' SYMBOL -0- , 111 ill I POWER POtlE ' ' @ SEWER CLEANOUT SEWER. MANHOLE ® (I)) ' ,c,()d ·, S'fPfM JlRAIN MANHPU: lllJ ,Ill) ' @ c-" ii ,!,I,,,,,,' ·,,"'f·, 1;1 A· p ~ @ l!ill 1ll'l FIRE iilwRANT WATER M£TER \f~TiET Ul,H~ PU~L BOX TRAFFIC SIGNAL Pi!!LL e.ox STREET UGHT WATER VAL VF, G.UY -~RE ., i; ::··1-.:.tlJJr!· '·i°· :. ·.,rH .. ,;, SURVEY .MONUMENT SIGN YAUlT VENT TREE IRRIGA,TIOl:J: CONTROL VAllVE CABLE TV-PULL BOX CORING LOCATION 'S : I I', ' ABBREVIJ\\lf\lONS (IN ADDITION TO GREENBOOK SECTION 1-J.2) AB ARN ACP AC BC BCR BVC ,lllLK •. CATY Cl ~ CNB CL ClR C&:G -~' EC ECR EVC EXIST AG'GREGA TE 'BASE AIR RE~IEF Vl,L VE it,S~ESTQS ;q~~ENT :PIPE -,-,. ASPH_AL T CONCRETE. ,B_EGIN CURVE B.EGIN_ 'G:URVE RETURN BEGIN VERTICAL CURVE .eL00K :-:i, GABLE TV CA°STIR©N CENTE~LiNE CJTY or NEWPORT BEACH CLASS C(.[AR Q\)RB ANQ . •G.!il,t[ER 11':AST/~~EOTRIQ ''' gN□ CVRVE Il\l[D ~V,RVE Rl':TURN. END VERTICAL CURVE EXISTING C.A:LL TOLL FREE /· i'' • 1-800 -227-2600 -Bf:fQRE YOU .Dl'G DETAIL ON SHEET 2. ' DATE: ~---- PR,OV\D,E IMPORTED COMRACTED FILL (RELATlfE \;QMPACTl9~ ?HALL BE AT LeAST 90 PER¢E:N1). ;Ii ELECTRICAL MANH©LE ,, r (W , -· ' INSTALL OOU.B(E 4' ')'f:U:Q.\y THl'gRMOPl.iASrlfl UNE PER CALTRANS STD PLAN A21M, Df;TAIL 22. • • ••• •• • • " ~ •• • .. ·1 " '1"1•" 'I CEJ ELECTRICAL PULL BOX APPROV£D1 . /':tiiti./-. J'! .-r.,...,,_ z,~-__. , . DATE: @ INSTALL 4" YELLOW THERMGPLASTIC LINE PtR CAlTRANS S'fD PLAN A:20'1', Df:fAIL 1, --0--0-EXISTING GUARD CABLE FENCE ~, NEW GUARD O~~LE FE_NCE ,,,.,:,,:;,,,;x -x-· FENCE --, JAM~ HouuHAN , PE., DEPurv PW1il . .1oirfaN&fiiJs@F!(T1Rc :'sises ,., . , r @) : 'Pi!J.RNISH: AND INSTALL SIGN (TYPE PER PLAN}-'AND POST,. ,, I. ,, ., ==== BLOCKWA LL ' LN////d ~UJLDING -. --,-, -, PROPERTY Li.NE; ---~ NEW CONSTRUCTI'ON -----C_EN TERLINE --~,,.,·--EXISTING GAS: (PROTEC, IN :PLAQ!;:~, ,: -~ ' , , i/-,;-+;--Mf;,i',.'f;,,,.·M~;~-,' EXISTING CATV (PROJECT IN ~Lf,CE) -·-----E --EXISTING ELEC (PROTECT IN 'PLACE) ·-··--·· w---£XISTING WATER (PROTECT IN PLACE) .•••• , .. -,,:;,.,,,,,.,.EXISTING SE~ ,jPROT~CT .IN PLAQ§). I • 1-1,:. ::t··, .-:. .. , • . • .. _; . '·i ·,"··~=-1 --EXISTING TEL (PROTE:p IN PLACE') r•illlll'llli NEW BLOCK RETAINING WA!eL ---E--PROPOSED ELEC FLG.l FVi;NpE, . fE '· FL:A:N0ED END 'FL • R40W. pNE iFM FORCE MAIN G GAS GV GA TE VALVE GB GRADE $REAK . ; ,(,.!; if;, {.9,~QqyEP ENQ . .._.,, ilR.&T ••• I, 'IR6!J ;RIPE AND T/\G Ii [ LEFT ' MAX MAXIMUM MJ MECHANICAL JOINT MIN MlNIMUM NG NAmUlf/\L GROUND "'1·. -.-· N_ .. ©,•-,l;;•ftH_:_·__ .. , -·,. . __ l_-l __ •_· __ , ,, ,..,,,s N©TlO SClliLE '' NO NUMBER OG ORrGINAL. GROUND PE PLAIN END PROP PROPOSl;D PB 'RC'P Rl':T • RT SCH s sco .-. ,. ~M~ '.,.,.gw,r , ,; .. ,, n, . SW • s SCE SQ STL . ·T , , .w W/ ,•' ::~1¼Lr:~IJ0 CONCRETE PIPE RETAINING RIGHT SCHEDULE SEWER SEWER CU'!ANOUT ~-R'/1§:~. MANHOLE SHEET SIDEWALK SOUTH SOUTHERN CALIFORNIA EDISON SQUARE STE.EL • T~tEPHQNE WE'ST/WATER 'MTH '•'1'' .~ROJ.6CT , 12.0CATION ,' I 1,1 .< THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, U.NA\JTHORIZED • CHANGES TO OR USES OF THESE PLANS. .A~L _G'f-iANGES TO THg PLANS MUST sg IN wR1T1NG AND •M_y&T :13E APPROVED BiVtHE iRE:PARSR OF THESE PL.A~~, ('· /"•;.'..,::{::.::,:·,,:-d ·, I.! ' I n,( 't'©POGRAPHY W/>S PROVIDED BY THE .CITY ©F NEWPORT BEACH. THE ACCURACY AND COMPLETENESS OF WHJOH WALDEN & ASSOCIAT!".S RELIED IJPDN WITHOUT INDEPENDENT EVA~UATION OR VERIFICATION. _ ·:, • • ~ i ' ]B~$JS©rFB~RINGS :1 > ,,, ,, ' I :·.'.·;::· .. :;t:.;'. .. ·: .. :! ..... · .. <·..... ' • ;',,"'.''. :II ':-' .. . _, : ,. .. , • ,. . ·. CQOt{OINATES SHOWN ARE .eA$(P. ON THE :GA!;IFO,R'NIA COOR.DINATE SYST~M (CCS83), ZONE VI, 19133 N,<;D, (2007.00 tPOCH). BEARJNOS ARE BASED 'ON THE El8ARING st:rwEitN1 ORAIIIGE COl.JNTY SURVEYORS CGP'S STATIONS "TRAK" TO "FVPK" BEING N67°14'53:9'w LOCATlc::Dl!U :MAP NOT i:o SCALE I ,.1• SHEET l;NQ;E.X SHEET i'l'O. 1 2 3 4 :; 6 0ESCRIPTION TITLE SHEET DETAILS .. ,· $[C[ION$ AND CONSTRUCTION NOTES 1/·f,:, ,•,.:1,:-', SIDEWALK IMPROVEMENT PLAN HANDICAP ACCESS DETAIL$ , 1@), • iPAINT S]OP i';NO LIMIT LINE PER Qffl\lL 16 ·fe)N SHEff 5 .. @ ' PAINT 12" W.HIJIE CRQSSWA(.I< Lll'JE P~R CALTRANS STD. A24F. tyA _ ,.;i( _·. • REMOV[EXISTiNG WATER MANHOLE FRAME AND COVER AND FURINISh AND iNSTALL 36" ALHAf,;lBRA , , ~ , 'F!DVNDRY A-1498 PER CN.B STD-318 AND .321 (MATCH EXiSTlNG). _ .. i JNSTAL~ MYERS MODEL MEU.G20X-M100 {MOD). 120/240 V, 1 PHASE, 3 WIRE, 100 AMPS, CO'ORD1NATE @ ' I I •I; ! 'WI GITY, FOR LQCATIONS, i,,/fl 'di( '1• ''REMOVE EXIS'EING HATCH AND FURN!SH ,ANO INSTALL ,30"x30" TRAFFIC ilCCES,S 'HATCH, MODE~ ,!).r,-,AflS XV • WITH 316 SS SLAM _LATCH !;lY LJ,SS. FABRICATON OR APPROVE EQUAL. (MAl'CH EXl!l'DNG}, • -. . ' ' ••' .-. "' "', , , iPAINT CURB RED . (STA,60+06'.90 1'b STAS 59+84.47\ • 1o~l'is,:r~Gccr MiowEsT GUARDRAIL SYSTEM sif'PINDARD RAILING SECTION (woaD POST w; wooD BLOCK) P_ER , CAlJRANS ST:,1,NOARD A77L 1 . --. . . . . . ---. . ,. 7 STRIPING AND HORIZ.ONTAL CONTROL. PLAN . IRRIGATION PLAN · INSTALL 6" WH ITE. THERMQPLASTl,C_, LIN~ 'PER CALT:RANS STI:l PLAN A200, DE'rAIL 40, ,' ' , JI' 13 iRRfG~TION l)ETAILS 9 PLANTING AND SITE PLAN "' 10 IRRIGATION ANO PL<\NTING SP~CIFI.CAllONS @ < ifiqRNl91t:1) AND INSTALL 3" CONDUIT WITH PULL ROPE PER SCE PLANS AND REQUIREMENTS, 1, 1\LL WORK D_E'f:,1,ILEJD ON llHESE Pt.AN$ TO BE PERFOR MED 1UNDl;'R CPNTRACT SHAUL '._ BE CONSTRUCTE0 IN .ACCORDANCE WITH THE "STANDARD SPECIFICATION$, FOR PUEiLI.C WORKS coNSfRucn0N··. 2$1.s sb1TI0N AND sul?R~sMINr;:;.Jp Ph TE, .. exctp f As oTHERwrsE s1ATED 1N :li'fE CITY'S STANDARD SPECIAL PROVISl}'lNS: OR IN '!'HIS CONTRACT'S SPECIAL PROVISIONS, '. • ~. , E~)Sf1~~ tJN'DrRGROlJND IJTILITIE$ ARE SHOWN AS PER AVAILABLE REC::QRDS. Tr,11;; COl"J TRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION ANO ELEVATION IN THE FIELD PRIOR TO BEGINNll:W CONSTRUCTION. . 3. ~~l,.,EXPQ,:,.~P CONCRETE: SURFAGES S,HA4kPONfOR~ ,IN GRADE, COLOR, DIMENSION, AND Plf,JISH TO AO~,Glt!IIN,G IMPROVEM~Nrs, ll:JN~~ss NOTE[) OTHERWISE. ' ' 4. SHAlL SE C~ASS 560-C-3250 FURNISH AND INSTALL 1 tx30" PULL BOX f'ER SCE P-LANS WE! ·REQUIRE;MEl)ITS. • i:( FURNISH AND iNSTAL'L • 3• :scH · lto SLEEVE A&o • rJt/4' /.>vc scH ~01 1gR1~ATi61-& Ffl/:/ti:)#16 if/crriNds:1 (REFER TO_ LANDSCAPE r\fW,~J!(6CT'$ 5½~ If-OR AlilPliflONAL INFORMATION) ·, ' .. ·,. .. '..1. . "","·'I ·',,-'',I I'•''"\ " . '·,•·:1.'!· '""· i _ . • -, Fl:!.!RNISl;i MD INSTALL 1' GdNQUIT WITH PULL ROPE PER LANDSCAPE ARCHITECT'S PLAN;3 AND REQUJR~MltNTS. I·::, .. ,,,, ',,,, ' 'ii I I·,·, 5. ,CQ~'(Ei1C'!!0R' $1;1/'IW4'1}~pUST CITY UTlttTIES (e ,g, WATER VAULTS, WATER VALVES, .SCO, SURVEY ,, -MONI/JMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHEO GRADE P,ER CITY STANDARDS, ALL OTHER UTit,.ITIES SHALL aE AQJYSTEfl TO !$RADE aY OTHERS . : ,, . • • _":I: , ·: :i-'i-i ii,:·.·•.<::: ·,1/. ,;f\.i.<•"1·,i-i.;"ii',: 6. PROPOSED PAVf,MENf ANO cuRB ANO @it:HTER s.HA~L JOIN 11ND •M·A[:QH u~t kNif GRADE oF EXISiFING. IMPRQ)i'EMli!NTS, \J~~ES$ ; N,@J!i:01: b;rH~R\'ll~E. • •• ··, :: ' ' ;!,, :, • "· ,.: .1.: I 7, P,l;l¥ DISCREPANCY 1ft IHE DRAWINGS OR SPECIFICATI ONS SHALL BE CALLED TO THE ATTENTION O'F THE ENGINEER. FAILURE TO DO SO Wl~L PLACE R~SPON;,IBILI TY OF l!HE _ OONTRAC:T0R llcOR CORRECTION. , . 8. ANY WORK '.NOT INDICATED ON lBE DRAWlr,iGS eu :t CALLED FOR llN! i e: SPEtlFf~~k1o~s'. orr , VI.CE+VF;f\SI\,. SH~h~ ~~ fl;JR'iiil,$,8!;,~ .1A'N!)l PERFORMED AS THOUGH SPECIFICALLY INDICATED AND QAL.~~D fQR IN"•SPTJH,t!l .!sNY W©R~ NOT INSTALLED ACCORDING TO DRAWIN'G.S AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S E'XPENSE. I I I I EMERGENCY TELEPHONE NUMElrEiS •• $0WJHERN 'e~ttFQRN IA GAS COMPANY SOUTHERN CALIFORN IA EDISON COMP ANY AT&T TELEPHONE COMPAMY CITY OF NEWPORT BEACH UTILITIES DEPARTMENT CHARTER COM,M\JNlC/\TIONS ALDEN~ SSOCIA'fES Cl\lll ENGINEERS LAND SLIR',IEYORS f>LANNERS ,qAYIQ ~-BAGP PE 4049.6 . DATE ·DAY' I NIG~T -.-.,-,' (a00~ 624-8153 ·(800) 42?~ 2200 (800) 611-1911 . (800) 611 -1911 (8Qi;) ~~2-,,,1,1 l:21 6H (s!iq}.644-3011 (949) 644-~h1 •' .. :<Y1.(4J;:p42-s222 tz11f:J .. ,,~§§,;;gooo 2042-369-00t REIAEWED: GQNSULTING ENGINEER'S NAME , .. '> i APPROVALRECOMMENDE01 ~-. RTIN MUNICIPAL OPERATIONS APPROVA~ RECOMMEl'-JDED; 4 RE'vfEWED BY:_. • . "-'•-': -~ ACOR!, RCE 46214 i C\TY ENGINEER :-!'< DATE: 7 • z.~_.,,:z:,I • : ,, .4'. -~ , ' ·1C1< ARCINIEvA, f CE 7074'.0 SENIOR ,.:Q,IVl,UPlGINEER 7. 2 \--1. \ QATE;_· .....c.-------'I C-7623-1 TITLE :$HE:'ET OC'EAN BOUtEVARO .$j:(>1EW~LJ< IMP~OVE'MEr-J1$ CITY OF NE\i\lP'ORi BEAC H ' ' • PUBLIC WORKS DEPARTMENT ' ! ""! EXISTING ROW ±4' 20_0' EXISTING ROW EXISTING LANDSCAPE AREA I 5_0' PROPOSED SIDEWALK EXISTING I!_ 50,0' ±20_0' EXISTING SECTION FOR OCEAN BOULEVARD (LOOKING WEST) NO SCALE I!_ OFFSET EXISTING (!_ 2_0' 50,0' 18,0' ±18,0' I 5,0' EXISTING ROW 4,0' EXISTING SIDEWALK EXISTI 4,0' EXISTING SIDEWALK NG ROW ------------------ 16'-0" 10.5" r----H--c:i-2" GAL VANJZEDEl\1D7CORfJER---PQS T PAJNTED TO MATCH EX!SJING (TYPl 4' -0" rno7C-ClRNEf! --J-�---'4"';_,+l"-l POST, 10.5" 3/8" EL TRUSS ROD 11it" GALVANIZED PIPE !Jli\G-C;NA-i:;-aRi\C:D'-lil IITED TO MATCH EXISTING 1 1// GALVA NIZED LlNE POST PAlflu:o_ -JO ___ MAI CH_. EXJS J[NG WI_., �.HIEN EB PAN E TO MATCH•EX S I -. (!)APO!Tl•l'lll'-f�Yr$ frOQW � ,.___ GALVANIZED LINE POST PP.INTED TO MATCH EXISTING VARIES11 '-1 ' 1 1/ "GALVANIZEDL!Nt !'_OST PAINTED TO MATCH EXISTING' FOSrFOUmf() (T'l'el • Et,IDLCORNER POST ! FOOTING iTYPl • ' • ' 2" GALYAf'JlZ_ED _L!NE PO_S_I PAINTED TO MATCH EXISTING NOTES 'fff I /J T� D 1.ALL METAL PARTS OF FENCE SHALL BE GALVANIZED AND P0'i/BE� COAi E:IJ NEW MATERIALS, ALL POSTSSHALL BE FITTED WITH DRIVE-FIT CUPS AND ALL POSTS SHALL BE PAINTED TO MATCH EXISTING_ 2, THE FENCING SHALL BE INSTALLED IN SUCH A MANNER THAT THERE ARE NOT OPENINGS OR GAPS WHICH IN THE OPINION OF THE CITY COULD BE HAZARDOUS, 3.CABLES SHALL BE STRETCHED AND FASTENED WITH 2 CABLES CLAMPS AT EACH ANCHOR POST AT 16FEET ON CENTER, NUTS SHALL BE WELDED TO CLAMPS OR COVERED WITH AN EPOXY PUTTY (J,B,WELD OR EQUAL) TO PREVENT REMOVAL 4.ANCHOR POSTS SHALL BE GUYED WITH i' STEEL TRUSS RODS AS SHOWN. 5, PIPE FOR FENCE SHALL CONFORM TO ASTM A-120, GALVANIZING SHALL COMPLY WITH ASTM A-123, 6, WHEN CABLE FENCE IS FOUNDED IN SOIL, USE THE END/CORNER POST FOUNDATION DETAIL FOR LAST TWO POSTS_ 7, FOOTING CONCRETE SHALL BE 560-C-3250_ ® FENCE FOOTING/ CURB AND GUARD CABLE FENCE DETAILS 6 ����--'---NO SCALE 46_6' I I I 1 EXISTING ± 6" CONCRETE PAVE�ENT --rj ---__ , , --. --., ,__--�--�'. _·_. :· ·_. _·' �c •� .• _·. -• , � :-�• c:.:.........: -�. = OCEAN BLVD. /so.9o BACK OF NEW _,/ , FS SIDEWALK SAWCUT LINE 0,50' --�. ·.�;,_ -------�-..... . �-�--·-. --·-· -� ........:.;;__ �-.: . :: . ·:. ;,-- PROPOSED SECTION FOR OCEAN BOULEVARD (LOOKING WEST) NO SCALE [> __.------NEW CURB D I'> 81 -45 TC JOIN VD 80,67 FS 6" """" R �� "' "'"' "'::, ::, 6" TOOLED BAND (BOTH SIDES)_ SEE NOTE 1. 4,6' 6' 6' 6' 6' 6' 6' 6' CL l--�--------"---1---"-----,----"----r------"-----+-----''-----t----"---�1----"----j� 6 6 EXISTING EDGE __,:;�--+t-----�OF SIDEWALK 6 6 ----------v I> I> 6 � 0 CL 6 I> 6 I> --------- EXISTING a, a, "' "' => => uu '-''-' 2-5' '!o 'b, NOTES (81.11 TC 80-52 FS FILL TO 81.11 FS 1.WHEN SAWCUTTING EXISTING ACCESS RAMP CONTRACTOR TO PROTECT EXISTING RAILFENCE BY LEAVING A 6" CURB,2, CONTRACTOR SHALL FILL AREA BETWEEN EDGE OF NEW SIDEWALK AND EXISTING CURB WITH CONCRETE TO CREATE A FLAT AREA FOR A TRASH RECEPTACLE_ 3_ CONTRACTOR SHALL INSTALL TRASH RECEPTACLE PER LANDSCAPE ARCHITECT'S PLAN, 4_ CONTRACTOR SHALL COORDINATE WITH CITY'S MUNICIPAL OPERATION DEPARTMENT TO SALVAGE EXISTING PLASTIC TRASH RECEPTACLE, TELEPHONE NUMBER 949_644.3055, LEGEND EXISTING ACCESS RAMP DEMOLITION DETAIL �� EXISTING SIDEWALK/RAMP TO BE REMOVED NO SCALE THE TOPOGRAPHY WAS PROVIDED BY THE CITY OF NEWPORT BEACH. THE ACCURACY AND COMPLETENESS OF WHICH WALDEN & ASSOCIATES RELIED UPON WITHOUT INDEPENDENT EVALUATION OR VERIFICATION, BASIS OF BEARINGS: COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAD, (2007,00 EPOCH), BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CGPS STATIONS "TRAK" TO "FVPK" BEING N67°14'53.9"W BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "NB4-36-74", A 3 3/4' ALUMINUM DISK SET IN THE NORTHWEST CORNER OF A 4 FT_ BY 22 FT, CATCH BASIN LOCATED AT THE SOUTHWESTERLY CORNER OF THE I-INTERSECTION OF OCEAN BOULEVARD AND HELIOTROPE AVENUE_ ELEV-= 67_054 FEET (NAVO 88, YEAR LEVELED 1994, 1995 ADJUSTMENT) -�-<-:- CONCRETE CURB ALONG SOUTH SIDE OF '3'1-----O _CE_A _N _B _O_UL_E _VA_R_D ___ _\.:!,) NOSCALE CONSTRUCTION NOTES NO. DESCRIPTION STREET CD PROTECT IN PLACE WEAKENED PLANE JOINT AT 6' OC (TYPICAL) tfcr OUTLOOK SCORING PATTERN � NO SCALE 0 CONSTRUCT PCC CURB (TYPE B) PER CNB STD-152 AND DETAIL ON SHEET 2 (CURB FACE ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 /(949) 660-0110 FAX: 660-0418 '1-1· <t;�---112012, ,0 PE 40496 DATE 2042-369-001 ---- HEIGHT PER PLAN AND DETAIL ON SHEET 2-0 CONSTRUCT PCC SIDEWALK (W=PER PLAN) PER CNB STD-180_ © CONSTRUCT GUARD CABLE FENCE PER DETAIL ON SHEET 2. @) CONSTRUCT PCC SIDEWALK AND LOOKOUT AREA (W=PER PLAN) PER CNB STD-180, INCLUDINGSCORING DETAIL ON SHEET 2_ REv1EWED: REv1EWED: DA'i-::�E 40496 DESIGN ENGINEER'S NAME PATRICK ARCINIEGA RCE 70740 CITY PROJECT MANAGER DESIGNED: DRAWN: APPROVED t-::,---:-:-:-:=:----'S"-'K+-:--::::---S'-'-K+-----1------+------------------t-------lDATE ______ _CHECKED: DATE: DB 07 20 2021 NO,DATE DESCRIPTION OF REVISIONS 45' DIAGONAL SIDEWALK SCORING PER DETAIL f RADIUS (TYP,) STANDARD COLOR CONCRETE TO RECEIVE MEDIUM BROOM FINISH NOTES .. <1 ... " 1/8" 4' PCC SIDEWALK SIDEWALK SCORING NTS 1, SIDEWALK SHALL BE 4" THICK STANDARD COLOR CONCRETE AND TOOLED JOINT WITH SAWCUT DIAMOND FIELD AND SEAL PERPENDICULAR BROOM FINISH. 2, CONCRETE SHALL BE CLASS 560-C-3250. DETAILS OCEAN BOULEVARD C-7623-1 FROM STA. 63+01.16 TO STA. 56+62.64 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7007-S SHEET 2 OF 1 Q \ - - L~ EXISTING CURB --:~ ~--~EMOVED~ --(80.98 C --(80.28 F ------- ) SAWCUT LINE 81. 80 FILL TO 51 _'2 - ', . These Record Dra . RECORD O RA others. While th v.ongs have been pre WINGS responsible to"~ information is believe~';;,ed based on information into these plans a:ccuracy, nor for errors or be r_eliable, City of Newpsou!msitted, in part, by a result. om1ss1ons li<Alich each is not may have b • een incorporated / EXISTING ± 6" CONCRill ~ ,-. -L PAVEMENT -•-·•a ~ :· . -. -•-,.-. ·-·~,••,• -· _ .. -\-.. -.--,-_,_, --~ --~ _-, .. -·· ... --,----- 5,0' . ' •. - 7 I - @§ ~ ... "- ~'¢'° 3 • -_LL.:"--12..,c.BA_,;_" TT_-E.;.;R J-"-"--:__,~..,c_,;_.:.;..:..----I I 81.62 FS DAVID L B Wtto ,:, lEE fi = No. 4049 * Exp. 3-31- t> / I- 7 ' DRIVE Fm G,I, CAR 10,5" B! • -·· - • ' ' L,:,; OR"1E[l . AND ATCR z -~ N ~ z I")-::1, ----' • .. 8" I------1-"'1 __ _______.LS --- LOOKOUT /SI OEWALK ' ' t> / I> / ' CP ' . ' -' "' .. " ,· ' ·• I I> N ,- 4.3' 18.0' ±7' SECTION A-A NO SCALE SEE SHEET 4 5.0' if OFFSETEXISTING if 2.0' 5,0' 9,0' ± 18.0' ®-------FOOTING/6'' CURB EXISTING GROUND LEVEL\ GRANULAR LEVELING PAD MIN. 6" THICK. TO BE VERIFIED WITH WALL MANUFACTURER --------- 10 SECTION 0-0 NO SCALE SEE SHEET 4 5.5' 5.5' 6 1---,1 CONSTRUCTION NOTES NO. DESCRIPTION DEMOLITION ■ SAWCUT AND REMOVE EXISTING PCC PAVEMENT (6" -7" THICK). ■ SAWCUT AND REMOVE EXISTING PCC SIDEWALK INCLUDING ACCESS RAMP. ■ SAWCUT AND REMOVE EXISTING PCC CURB INCLUDING DEPRESSED CURB. ■ CLEAR AND GRUB EXISTING LANDSCAPE AND IRRIGATION IMPROVEMENTS FOR NEW WORK. ■ REMOVE EXISTING GUARDRAIL SYSTEM AND WOOD POST. STREET CD CD 0 © ® © *® @) @ ® @ PROTECT IN PLACE CONSTRUCT 8" THICK POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING NATIVE COMPACTED SAND PER CNB STD-106-A, 108 AND 1 09.CONSTRUCT PCC CURB (TYPE B) PER CNB STD-182 AND DETAIL ON SHEET 2 (CURB FACE HEIGHT PER PLAN AND DETAIL ON SHEET 2.CONSTRUCT PCC SIDEWALK (W=PER PLAN) PER CNB STD-180. CONSTRUCT PCC ACCESS RAMP PER CNB STD-181 AND DETAIL ON SHEETS 4 AND 5.CONSTRUCT GUARD CABLE FENCE PER DETAIL ON SHEET 2.FURNISH AND INSTALL MODULAR AOCK RETAINING WALL AS MAUFACTURED BY ','ER5>'< LOI( OR APPROVED EQUAL. -!< At.L/J-f,I l:,lOC-1( -(3 CL,4 55/(. -1/ffJ :ii-CONSTRUCT PCC SIDEWALK AND LOOKOUT AREA (W=PER PLAN) PER CNB STD-180. INCLUDING SCORING DETAIL ON SHEET 2. PROVIDE IMPORTED COMPACTED FILL (RELATIVE COMPACTION SHALL BE AT LEAST 90 PERCENT). CONSTRUCT LANDSCAPE AND IRRIGATION IMPROVEMENTS PER LANDSCAPE ARCHITECT'S PLANS. CONSTRUCT MIDWEST GUARDRAIL SYSTEM STANDARD RAILING SECTION (WOOD POST W/ WOOD BLOCK) PER CAL TRANS STANDARD A77L 1. � 7.J_ .. _•1 , .. _:;�]]]·"',�,-J5�=:-�-i-=·;-=-•ij·•�O j_ f:z.,�-=; -.:;;-.�:::;:•.�-.-.:;:-:--;=, --=·.,..--2:._-:ii,_."'_•:;;··--J..---:::.'"'�Z·..::·�·:""'·..:.�""-·c.ci,•"".::::.·-:·----e'.;_-""2,·----;;.·'°'::·�o_:;."C:EA;'._;i• ��-3·,;�...;o:.';,u;.;.!,;L.'..i.:�.;..;,AR���-1 .. �-•'"'•ea•-2--::-'=.-:_;s::,+!L·c°--.!._'::1!•;"'-�---::-.-,_;_. :;·,::·c:•�-:;-.:.:..-"'i·•'c·:.-:.-.i. 21,.. . .?c.:.':.-:'·...;'-,--___ -:-.-...c,':•�'";_:a.'----...;·';. :..:.�:T':..:.' .:'"··:.:.:�-I,.""-::::·_:,;·•:;�.z,---.:".:-.;_:_•�-"-.;c�=-:-:.'-'-',-:-,J.,cZ,_•-:-,;:-�:�,s,.;.�-;:-;-...;'."'.''.:...:•G::,__::-;!..:.,:::'-=•'' ....c·c'.:·J.·•:::..,.-.r-... -,_·"';·�--:::---'-:::__":_.-:::._«:::-_--=--::..-�-"--'--:�,} "-�,� _�, � ::r-3 I FOOTING/6'' CURB BLOCK OUT 6.0'x4.5' AREA FOR FUTURE INSTALLATION OF MONUMENTS FILL WITH BASE 10 3..... ' --······r ___ .___,____ ·- I� ::, 0 ll I ± THE TOPOGRAPHY WAS PROVIDED BY THE CITY OF NEWPORT BEACH. THE ACCURACY AND COMPLETENESS OF WHICH WALDEN & ASSOCIATES RELIED UPON WITHOUT INDEPENDENT EVALUATION OR VERIFICATION. BASIS OF BEARINGS: SECTION B-B NO SCALE SEE SHEET 4 SECTION C-C NO SCALE SEE SHEET4 COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAD, (2007.00 EPOCH). BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CGPS STATIONS "TRAK'' TO "FVPK" BEING N67°14'53.9"W BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "NB4-36-74", A 3 3/4" ALUMINUM DISK SET IN THE NORTHWEST CORNER OF A 4 FT. BY 22 FT. CATCH BASIN LOCATED AT THE SOUTHWESTERLY CORNER OF THE T-INTERSECTION OF OCEAN BOULEVARD AND HELIOTROPE AVrnUE. ELEV.= 67.054 FEET (NAVO 88, YEAR LEVELED 1994, 1995 ADJUSTMENT) ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 / ... (�9 0 660-0110 FAX: 660-0418 't}.. 7 20 21 PE 40496 CATE 2042-369-001 REVIEWED: FOOTING/6" CURB ,5' MONUMENT 5' =·'-'_J--'----::-�,-� MONUMENT7 .5' en �I <D MONUMENT LOCATION DETAIL AND SECTION NO SCALE SEE SHEET 4 REVIEWED: I I I "1I I I I I \71 J...-A✓.-__./';;_ ___ l-----+----+-------------------i----------1 PATRICK ARCINIEGA DAVID L. BA N PE 40496 DESIGN ENGINEER'S NAME DESIGNED: DRAWN: ---------RC E 70740 CITY PROJECT MANAGER SK SK DATE ----------i--------+------1--------------------+-------I -------CHECKED: DATE: DB 07 20 2021 NO. DATE DESCRIPTION OF REVISIONS APPROVED LEGEND 1.� .. •.1I· · · I I -· • Ils:;?J I --. <J EXISTING LANDSCAPE AREA NEW LANDSCAPE AREA NEW PCC SIDEWALK PAVEMENT EXISTING AC PAVEMENT NEW PCC SIDEWALK �� EXISTING GUARD CABLE FENCE ---0------0----NEW GUARD CABLE FENCE 1111111111 NEW BLOCK RETAINING WALL SECTIONS OCEAN BOULEVARD FROM STA. 63+01.16 TO STA. 56+62.64 C-7623-1 R-7007-SCITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF 1 Q () I I 7 . 0-IWlr w 9 r 9 8.7' -_:··"( ., .... "'(''.----, :,-,, y ·-;>,6 ±14.0' i I RECORD DRAWINGS These Record Dravvings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions Vlklich may have been incorporated into these plans as a result C , , / I / , I / / I / I / , 4.5' I ~1 • I I en ' ., ' ' ' ' ' ' ,//l ~ r < r :-i / @ ,,,,,,,,,,, / / / / ' / ' / ' / ' ,, '-.....o, / , / / I -- ' -------------------------------------------------------------------------- CONSTRUCTION NOTES NO. DESCRIPTION DEMOLITION ■ SAWCUT AND REMOVE EXISTING PCC PAVEMENT (ff' -1' THICK). ■ SAWCUT AND REMOVE EXISTING PCC SIDEWALK INCLUDING ACCESS RAMP. ■ SAWCUT AND REMOVE EXISTING PCC CURB INCLUDING DEPRESSED CURB. ■ CLEAR AND GRUB EXISTING LANDSCAPE AND IRRIGATION IMPROVEMENTS FOR NEW WORK. ■ REMOVE EXISTING CABLE FENCE, POST AND FOOTING FOR NEW WORK. ■ REMOVE EXISTING BENCH. LEGEND 1-, ,, .. � I EXISTING LANDSCAPE AREA I· ' " I �IEW LANDSCAPE AREA I I NEW PCC SIDEWALK PAVEMENT (1/:� EXISTING AC PAVEMENT Ii I I I NEW PCC SIDEWALK ---0-----0--•-o---EXISTING GUARD CABLE FENCE -0---0------0--NEW GUARD CABLE FENCE \ \ _\ ___ _ \ ' I \ I \ ■ REMOVE EXISTING RAILROAD TIMBERS FOR NEW WORK. --1./":SAWCUT �l�E -v --■ REMOVE EXISTING HATCH AND PREPARE FOR NEW HATCH. ■ REMOVE EXISTING GUARDRAIL SYSTEM AND WOOD POST. STREET CD 0 0 PROTECT IN PLACE CONSTRUCT ff' THICK POLYPROPYLENE FIBER REINFORCED PCC PAVEMENT ON EXISTING NATIVE COIIPACTED SAND PER CNB STD-106-A, 108 AND 109. CONSTRUCT PCC CURB (TYPE B) PER CNB STD-182 AND DETAIL ON SHEET 2 (CURB FACE HEIGHT PER PLAN AND DETAIL ON SHEET 2. CONSTRUCT PCC SIDEWALK (W=PER PLAN) PER CNB STD-180. CONSTRUCT PCC ACCESS RAMP PER CNB STD-181 AND DETAIL ON SHEETS 4 AND 5. CONSTRUCT GUARD CABLE FENCE PER DETAIL ON SHEET 2. 1111111111 NEW BLOCK RETAINING WALL ---E --EXISTING ELEC (PROTECT IN PLACE) --W--EXISTING WATER (PROTECT IN PLACE) ---S ---EXISTING SEWER (PROTECT IN PLACE) --- T --EXISTING TEL (PROTECT IN PLACE) ---G --EXISTING GAS (PROTECT IN PLACE) --CATV--EXISTING CATV (PROTECT IN PLACE) ) 6 b .1J1I_ I> 0 " " I> '.i FURNISH AND INSTALL MODULAR BLOCK RETAINING WALL AS MAUFACTURED BY -'v�RSA CO.. OR APPROVED EQUAL START ELECTRICAL WORK 79 75TC Cl 79.7J;FS @ �o<. -C <S/C, "71 REMOVE EXISTING WATER BOX AND COVER AND INSTALL NEW WATER BOX AND COVER TO GRADE PER CNB REQUIREMENTS. CONSTRUCT PCC SIDEWALK AND LOOKOUT AREA (W=PER PLAN) PER CNB STD-180. INCLUDING SCORING DETAIL ON SHEET 2. PROVIDE IMPORTED COMPACTED FILL (RELATIVE COMPACTION SHALL BE AT LEAST 90 PERCENT). i',;;;\ REMOVE EXISTING WATER MANHOLE FRAME AND COVER AND FURINISH AND INSTALL 36" ALHAMBRA FOUNDRY '-!.°ll A-1498 PER CNB STD-318 AND 321 (MATCH EXISTING). N//t @) CONSTRUCT LANDSCAPE AND IRRIGATION IMPROVEMENTS PER LANDSCAPE ARCHITECT'S PLANS. -St: ,pi i,,,rll REMOVE EXISTING HATCH AND FURNISH AND INSTALL 30" x3[/' TIRAFFIC ACCESS HATCH, MODEL DT-AHS WITH 316 SS SLAM LATCH BY U S.F. FABRICATON OR APPROVE EQUAL (MATCH EXISTING). r\ Pr CONSTRUCT MIDWEST GUARDRAIL SYSTEM STANDARD RAILING SECTION (WOOD POST W/ WOOD BLOCK) PER CALTRANS STANDARD A77L I. FURNISH AND INSTALL 3" CONDUIT WITH PULL ROPE PER SCE PLANS AND REQUIREMENTS. @ FURNISH AND INSTALL 11' x30" PULL BOX PER SCE PLANS AND REQUIREMENTS. '29' FURNISH AND INSTALL 3" SCH 40 SLEEVE AND 1-1/4" PVC SCH 80 IRRIGATION PIPE AND FITTINGS. (REFER TO 'el LANDSCAPE ARCHITECT'S PLAN FOR ADDITIONAL INFORMATION) @ FURNISH ANO INSTALL 1" CONDUIT WITH PULL ROPE PER LANDSCAPE ARCHITECT'S PLANS AND REQUIREMENTS. 0 0 EXISTING STREET (t '"-, T------T------ 63+48.2 CURB AN I rs THE TOPOGRAPHY WAS PROVIDED BY THE CITY OF NEWPORT BEACH. THE ACCURACY AND COMPLETENESS OF WHICH WALDEN & ASSOCIATES RELIED UPON WITHOUT INDEPENDENT EVALUATION OR VERIFICATION. BASIS OF BEARINGS: REMOVE AND REPlACE EXISTING B K FOR NEW WORK I -1- � 61+17,50 aRIGHT 23.0' 61 .O' COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAO, (2007.00 EPOCH). BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CGPS STATIONS "TRAK" TO "FVPK" BEING N67°14'53.9"W BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "NB4-36-74", A 3 3/4'' ALUMINUM DISK SIT IN THE NORTHWEST CORNER OF A 4 FT. BY 22 FT. CATCH BASIN LOCATED AT THE SOUTHWESTERLY CORNER OF THE T-INTERSECTION OF OCEAN BOULEVARD AND HELIOTROPE AVENUE. ELEV.= 67.054 FEET (NAVO 88, YEAR LEVELED 1994, 1995 ADJUSTMENT) � LL w ....I s 0 ....I w cc EXISTING STREET l \ OCEAN BL�'-..._ 5 ---------....... �� 2.5 a 5 SCALE IN FEET 1 inch � 5 ft. ·-, 'ALDEN& SSOCIATES CIVIL ENGINEERSLAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 /(949) 660-0110 FAX: 660-0418 'tl•<t;1/,---1/20/21 CJ FE 40496 DATE 1 FENCE SAWCUT LINE 79.65 TC 9.65 TC 79.28 FS LANDING 5 6 L=12.0' -1:.§.1 �1 o, 0f:2 � oo3' ��sst: ===r; r--c 57+47.28 ---. -,� LEFT 20,00· 57+42.30 1° _ _ �.J% _ LEFT 20.50' ·--=--,. �--;=---···-c---· - !)i 2.% 0 cri. Bl (t OFFSET AND STRIPING OCEAN BLVD. \ \ \ \ I DETAIL A I I 4 llMII:IJl illlllll!I! -- !: ....... JSEE DETAIL A· THIS SHEET CROSS SECTION ON SHEET 3 2042-369-001 REVIEWED:REVIEWED: DAVID L. BA N PE 40496 DESIGN ENGINEER'S NAME DESIGNED: DRAWN PA TRICK ARCINIEGA RCE 70740 CITY PROJECT MANAGER DATE t------+-------t---1-----+-----------------------+------i ---------SK SK CHECKED: DA TE: DB 07 20 2021 NO. DATE DESCRIPTION OF REVISIONS APPROVED <P lllUDI \ IJJI: (J) 20 10 0 SCALE IN FEET 56+65,91 (t INT, OCEAN BL'ID. HH-00,00 (t INT, BA'IVIEW DR. BAYVIEW DR. 20 I inch = 20 ft. C-7623-1 SIDEWALK IMPROVEMENT PLAN OCEAN BOULEVARD FROM STA. 63+01.16 TO STA. 56+62.64 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7007-S SHEET 4 OF 1 Q • • 0 CURB AN ,J oJ 63+73.3 ® . D 0 GUTTER 0 + ® !' (") co , Cl @ • ---LU " ST I!. z . . ® .1 OCEAN BLVD, ....J \. w I ,. 'I>, (..) I-~ ~ ' ' V> ui > <( ~~ :J I -7:.!i <( ...... "i~ t-> 1 R -o .., 0 ~-i.1:~ . 0 .-----------'-,,-----------+---.,'c-----i--;------,,t,,-,. 0 ,. ___ S,__ _ S . ____ S_ ___$ _____ S_ 2- \ 2 27 \ 62 . \ 0 I-0 + I M (.9 \ co - LU o:'. Z LU ::J> 0 E ---+---[------ -~) ----..--~--,,-..=::::._ ___ ___L_:...._, -~ ,. .. , ' ------w . .. (>,J . 12 ·<'6, : i;;; :'?: j:;;;:::::: ....... ; ;;;;· :::;;:="F"========:::i l!!\'B -!W@~I; , i:1\m· .FIii'': ml!!§ • ffl ''IW ~~~ ·-t ! ,J· '· • '•-. •.,~ ••• ·: ••• ~·~!. SEE DETAIL BON SHEET 5 CROSS SECTION ON SHEET 3 DAVI ' ' oJ oJ I I u ~~ "'0 -0 N ~ "' 0 ., C> <O "' .; "' ,-.: "' g~ .... -"' -"' -+ + ,t t;: rtt: 0 " t;: " t;: "'":J "' ":J "' "-' "'":J __, .'fl " ,, 'o ""'\s '10,· ""'\s ,s ' 1> ~ ~ ., t, I> .,. t, . ci ., -" "' . I> ' "' " 0 <q '"l ., I> "' + ~ :;:; t, " t, • t, ' \ lo " • '\ ·,s " I> " 0 0 " ·" .I> I> o· t, ., "' I> --·----·- d ~ -!8 ::2~·.'.:,) ~ g~ ---- . _:,J + ..c.1 _::J 74, 11 C 73,61 73,61 C STEP STEP "/ - RECORD DRAWINGS These Record Dra\o\lings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Bea.ch is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result 3.56 FS 73.62 C _s_ • 4.06~ 75,19TC 3.60 74.7 FS w 10 _s_ - - w _S _ w • 76.33 TC 5.94 FS t, " I> 0 • 0 • 2 I> " • " 0 ' ..J - Cc, -o tri r.o' --t;;'ti; ~ 4 ITl / / CONTRACTOR SHALL COORDINATE WITH ENGINEER TO DITTRMINE FINAL SAWCUT LIMITS IN THE FlELD . - CD . . / -------~ ""! // ~ '::~ \ __ S FS ------w-~__,,_,~-w-----W®ir-~~m ' N 49'25Y° W ~ I " I N ~ ~ ,.·.,,.:.•_.·~ .. :·.·. ~:/;o.•.\~ .•... ~-:.· .. ,:,:.·.;. '· : .• -~2.~ :'7 ', ~ 1 1;~;;~ • /, ,~; ••" ; ;~ .,1_,/... ,.,.__. ---...r, -~ -. : ~ • • •, I ' •• • ~ ' • • • ,~ • ' , : ,• ~ • • ,,_ • ,,__, m,11111 lffllllllllll! I ! II I: 0 "-.;----·~-- // CO N S T R U C T I O N NO T E S NO . DE S C R I P T I O N DE M O L I T I O N ■ SA W C U T AN D RE M O V E EX I S T I N G PC C PA V E M E N T (6 " -7 " TH I C K ) . ■ SA W C U T AN D RE M O V E EX I S T I N G PC C SI D E W A L K IN C L U D I N G AC C E SS RA M P . ■ SA W C U T AN D RE M O V E EX I S T I N G PC C CU R B IN C L U D I N G DE P R E S S E D CU R B . ■ CL E A R AN D GR U B EX I S T I N G LA N D S C A P E AN D IR R I G A T I O N IM P R O V E M E N T S FO R NE W WO R K ■ RE M O V E EX I S T I N G CA B L E FE N C E , PO S T AN D FO O T I N G FO R NE W WO R K . ■ RE M O V E EX I S T I N G BE N C H . ■ RE M O V E EX I STI N G RA I L R O A D TI M B : : R S FO R NE W WO R K . ■ RE M O V E EX I S T I N G HA T C H AN D PR ' : P A R E FO R NE W HA T C H . ■ RE M O V E EX I S T I N G GU A R D R A I L SY S T E M AN D WO O D PO S T . ST R E E T CD PR O T E C T IN PL A C E ® CO N S T R U C T 8" TH I C K PO L Y P R O P Y L E N E FI B E R RE I N F O R C E D PC C PA V E M E N T ON EX I S T I N G NA T I V E CO M P A C T E D SA N D PE R CN B ST D - 1 0 6 - A , 10 8 AN D 10 9 . 0 CO N S T R U C T PC C CU R B (T Y P E B) PE R CN B STD - 1 8 2 AN D DE T A I L ON SH E E T 2 (C U R B FA C E HE I G H T PE R PL A N AN O DE T A I L ON SH E E T 2. © CO N S T R U C T PC C SI D E W A L K (W = P E R PL A N ) PE R Cl , B ST D - 1 8 0 . ® CO N S T R U C T PC C AC C E SS RA M P PE R CN B STD - 1 8 1 AN D DE T A I L ON SHE E T S 4 AN O 5. ® CO N S T R U C T GU A R D CA B L E FE N C E PE R DE T A I L ON SHE E T 2. ® FU R N I S H AN D IN S T A L L MO D U L A R BL O C K RE TA I N I N G WA L L AS MA U F A C T U R E D BY VE R S A - L O K OR AP P R O V E D EQ U A L . ® RE M O V E EX I S T I N G WA T E R BO X AN O CO V E R AN D IN S T A L L NE W WA T E R BO X AN D CO V E R TO GR A D E PE R CN B RE Q U I R E M E N T S . @ CO N S T R U C T PC C SI D E W A L K AN D LO O K O U T AR E A (W = P E R PL A N ) PE R CN B ST D - 1 8 0 . IN C L U D I N G SC O R I N G D E T A I L ON SH E E T 2. f- -- - - T- ---- T 1. 7 % TH E TO P O G R A P H Y WA S PR O V ID E D BY TH E CI T Y OF NE W P O R T BE A C H. TH E AC C U R AC Y AN D CO M P L E T E N E S S OF WH I C H WA L D E N & AS S O C I A T E S RE L I E D UP O N WI T H O U T IN D E P E N D E N T EV AL U A TI O N OR VE R I F I C A TI O N . BA S I S OF BE A R I N G S : @ ¢z @ @ @ � @ @ � I@ (@) PR O V I D E IM P O R T E D CO M P A C T E D FI L L (R E L A T I V E CO M P A C T I O N SH A L L BE AT LE A S T 90 PE R C E N T ) . RE M O V E EX I S T I N G WA T E R MA N H O L E FR A M E AN D CO V E R AN D FU R I N I S H AN D IN S T A L L 36 " AL H A M B R A FO U N D R Y A- 1 4 9 8 PE R CN B ST D - 3 I 8 AN D 32 1 (M A T C H EX I S T I N G ) . CO N S T R U C T LA N D SCA P E AN D IR R I G A T I O N IM P R O V E M E N T S PE R LA N D SCA P E AR C H I T E C T ' S PL A N S . RE M O V E AN D RE L O C A T E EX I S T I N G AI R VE N T AN D RE A L I G N VE N T PI P E AN D IN S T A L L AI R VE N T AT NE W LO C A T I O N AS SH O W N ON PL A N . (R E F E R TO CN B ST D PL A N 52 8 - A ) IN S T A L L MY E R S MO D E L M E U G 2 0 X - M 1 0 0 (M O D ) , 12 0 / 2 4 0 V, 1 PH A S E , 3 WI R E , 10 0 AM P S . CO O R D I N A T E W/ CI T Y FO R LO C A T I O N S . RE M O V E EX I STI N G HA T C H AN D FU R N I SH AN D IN S T A L L 3( ) " x3 0 " TR A F F I C AC C E S S HA T C H , M O D E L DT - A H S WI T H 31 6 SS SLA M LA T C H BY U. S . F . FA B R I C A T O N OR AP P R O V E EQ U A L (M A T C H EX I S T I N G ) . CO N S T R U C T MI D W E ST GU A R D R A I L SY S T E M ST A N D A R D RA I L I N G SE C T I O N (W O O D PO S T W/ WO O D BL O C K ) PE R CA L T R A N S ST A N D A R D A7 7 L 1 . FU R N I S H AN D IN S T A L L 3'' CO N D U I T WI T H P U L L RO P E PE R SC E PL A N S A N D RE Q U I R E M E N T S . >FUR N I S H AN D IN S T A L L '.5:''Jlts CH 40 SL E E V E AN D 1- 1 / 4 " PV C SC H 80 IR R I G A T I O N PI P E AN D FI T T I N G S . (R E F E R TO LA N D S C A P E AR C H I T E C T 'S PL A N FO R AD D I T I O N A L I N F O R M A T I O N ) FU R N I S H AN D IN S T A L L /'1 CO N D U I T WI T H PU L L RO P E PE R LA N D S C A P E AR C H I T E C T ' S PL A N S AN D RE Q U I R E M E N T S . -i, .. :,i :,i :,i :,i -" :,i :,i :,i _- . j :,i :,i :,i :,i :,i :,i :,i :,i " CO O R D I N A T E S SH O W N AR E BA S E D ON TH E CA L I F O R N I A CO O R D I N A T E SY S T E M (C C S 8 3 ) , ZO N E VI , 19 8 3 NA O , (2 0 0 7 . 0 0 EP O C H ) . ALDEN & SSOCIATES CI V I L EN G I N E E R S LA N D SU R V E Y O R S PL A N N E R S BE A R I N G S AR E BA S E D ON TH E BE A R I N G BE T W E E N OR A N G E CO U N T Y SU R V E Y O R S CG P S ST A T I O N S "T R A K " TO "F V P K " BE I N G N6 7 °14 '53 . 9 " W BE N C H M A R K : EL E V A T I O N S AR E BA S E D ON OR A N G E CO U N T Y SU R V E Y O R S BE N C H MA R K "N B 4 - 3 6 - 7 4 ' , A 3 3/ 4 ' AL U M I N U M DI S K SE T IN TH E NO R T H W E S T CO R N E R OF A 4 FT . BY 22 FT . CA T C H BA SIN LO C A T E D A T T H E SO U T H W E S T E R L Y CO R N E R OF TH E T- I N T E R S E C T I O N OF OC E A N BO U L E V A R D AN D HE L I O T R O P E AV E N U E . EL E V . = 67 . 0 5 4 FE E T (N A V O 88 , YE A R LE V E L E D 19 9 4 , 19 9 5 AD J U S T M E N T ) 25 5 2 WH I T E RO A D , SU I T E B, IR V I N E , CA 92 6 1 4 /(9 4 9 ) 66 0 - 0 1 1 0 FA X : 66 0 - 0 4 1 8 't l - < t - ; � - - - 7/ 2 0 / 2 1 0 PE 40 4 9 6 DP . 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'7 l> -, JOIN 7J2a F[-"'JOtN &i·•1 I ,_,i,¥'"' J • \JO IN . I~ 73.50\-,, Fs JOIN "t> V '7 t> I ,'wf j g "-k: I " k. \ ,~11 ' I I£ /" ' r ,)' 1 ,_ I I / "-"\"-" ' -"-• fTl s. . .. X ~ • ~r,, !,--_ , 1--,. ~ ~ \ \1 " ,•e . \~ l> " ·'l "- \\ ( I < Ii I I "- "-L k'.:_ \ le k 1.0% ·'7 l> l> " ✓ I ~ I \ '" ~ ~ I • \---• , , 0 0 I , I_ ~'k. \"_ ~\ V ~~"~ I k:. !,-k'._: V · ><\'\., I T \ ~ . \ I - "-\ "-\ "-1 I "' k:r "-Lt1.1: 113 47fs e l> 74.19TC '7 t,. 73_57 rs v I¾~> r-s~Jo1N J3.5!l FS -'.), '{'.J-+ •• +c' / "-I k: \k -. "'\,. \ "-i l"'IIJ. p. V I / '7 l> ' I I STRIPING GENERAL NOTES 1. REFER TO STREET IMPROVEMENT PLANS FOR EXISTING UTILITY LOCATIONS. 2. REFER TO STRIPING PLAN FOR EXISTING SIGNS AND POSTS TO BE REMOVED. ALL SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF NEWPORT BEACH CITY YARD. 3. ALL STRIPING DETAILS, MARKIN GS, MARKERS , ETC. SHALL CONFORM TO THE STATE OF CALIFORNIA DEPT. OF TRANSPORTATION STANDARD PLANS, 20 10 ED ITION. 4. ALL TE MPORARY TRAFFIC STRIPING AND MARKINGS SHALL BE PAINT APP LI ED IN ONE COAT AND AS SOON AS POSSIBLE WITH IN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED TH ERMOPLASTIC" APPLI ED AT A MINIMUM THICKNESS OF 0.0 18" (0 .45 MM). CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM TH ICKNESS OF 0.035" (0.90 MM). ALL CROSSWALKS AND LIMI T LINES SHALL BE 12" WH ITE UNLESS NOTED OTHERWISE. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS. 6. ALL REFLECTIVE PAVEMENT MARKERS SHALL BE 3M SERIES 290 VERSIO N OR EQUIVALENT WITH GLASS REFLECTIVE FACES . 7. THE FIRE HYDRANT PAVEMENT MARKERS SHALL BE LOCATED PER CITY STD-902-L. 8. PRIOR TO INSTALLATION OF FINAL STRIPING ALL "CAT TRACK" LAYOUTS SHALL BE APPROVED BY THE CITY OF NEWPORT BEACH. 9. SAWCUTS SHALL BE FILLED WITH HOT-MELT RUBBERIZED ASPHALT SEALANT. 10. EXACT SIGN LOCATION(S) SHALL BE DETERMINED BY THE ENGINEER. 63+48. JOIN EXIST NG " RED CURB 1 R30A-MOD(2) 62 EXISTING [/_ STRIPING REFER TO PROJECT SPECIFIC STRIPING NOTES 2 AND 3 OCEAN BLVD. 61+04.19 EXISTING STREIT I!, 60+46.4 JOIN EXISTING START RED CU RB 14 W14-2 CNB-4 CNB-1 (D oo.'5 23 ..______ ...!iJ i>o' --....._ ..... 56+65.91 (/_ INT. OCEAN BLVD. 10+00.00 [/_ INT. BAWIEW D BAYVIEW DR. q;_ STRIPING JO SIGN LEGNED N-1(CA) NO OUTLET NO PUBLIC CNB-1 PARKING (SPECIAL) ..... ,_■-11111'1.<t" -~II.GI.al • il06I ·-~, ... --------·------~ ____ ,_Ntl,II) -IIJSIIEI.D9D•IU.llD ~•n:.~,- • l!OATLJJJfiCIING ..... --IEBLQ • 31'.lATOIIJJWLER 1lllUllE CNB-6 (SPEC IAL) C • i'b¢P~IU.COIIOL ,GU,$SIII-CIII --~ ----IEIIJIW<!O 11 e .. R1-2 NO OUTLET CNB-2 PUNB~C /' (SPECIAL) PARKING WARNING • ..,_ I 'E IIEIMIEll' AEPORf N.L --HUQ.W _..,_ CNB-7 (SPEC IAL) PARKING R30A-MOD(1) g: ,., ~ MONDAY - NO;~E DOG OWNERS IJ005 IRl5T EIE IDISIIEll AT 111.J. 116 (IWIIIIII I FT. 1.£1&1) 7,04.11211 ---""' ..,. """ OEPOsrm !II' '!HEIi NIWLJi NlllfJSICMIR'l'A, ...... """" /I\.IIPCIEI. 7.%MJO Wt(DI CNB-3 (SPECIAL) WAY~ COVE" DAHLIA- SHELL • CNB-4 (SPECIAL) FERNLEAF-- PARKING R30A-MOD(1A) 9:1111:z: MONDAY PARKING R30A-MOD(?) 9:,,,12: - TUESDAY 11. ALL CONFLICTING PAINTED STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY WET SANBLASTING METHOD. THERMOPLASTIC STRIPING AND PAVEMENT MARKINGS SHALL BE REMOVED BY GRINDING METHOD. REMOVAL LIMITS SHALL EXCEED STRIPING AND PAVEMENT LEGEND EDGES TO ELIMINATE SHADOWIN G. SUR FACE EXPOSED BY GRINDING METHOD SHALL BE SLURRY SEALED. ALL CONFLICTING RAISED PAVEMENT MARKERS (RPM'S) SHALL BE REMOVED. ?}I' ~-23 COAST HWY CNB-8 (SPECIAL) 8 R1-1 PROJECT SPECIFIC STRIPING NOTES 1. CONTRACTOR SHALL INSTALL ± 385' DOUBLE 6" YELLOW THERMOPLASTIC LINE PER CALTRANS STD PLANS A20A, DETAIL 21 FROM THE JOIN POINT ON THE CHINA COVE RAMP DOWN THE RAMP TO THE STOP SIGN ON FERNLEAF AVENUE NORTH OF THE DAHLIA AVENUE INTERSECTION (MATCH EXISTING ALIGNMENT). 2. CONTRACTOR SHALL INSTALL ±47' DOUBLE 6" YELLOW THERMOPLASTIC LINE PER CALTRANS STD PLANS A20A, DETAIL 22 FROM THE END OF CURVE (EC) NEAR THE INTERSECTION OF CARNATION AVENUE AND OCEAN BO ULEVARD APPROXIMATE STREET STATION 63+48.2 TO THE BEGINNING OF CURVE (BC) APPROXIMATE STREET STATION 63+01 .2 (MATCH EXISTING ALIGNMENT). 3. CONTRACTOR SHALL INSTALL ± 255' 6" YELLOW THERMOPLASTIC LINE PER CALTRANS STD PLAN A2.0A, DETAIL 1 FROM THE BC APPROXIMATE STREET STATION 63+01 .2 TO APPROXIMATE STREET STATION 60+46.4 (MATCH EXISTING ALIGNMENT). 62 LINE TABLE LINE TABLE LINE# BEARING DISTANCE LINE # BEARING DISTANCE LI N 40"34'36" E 0.50' L 16 N 49'25'24'' W 13.00' l2 N 43'1 O' 12" W 6.53' L1 7 N 49'25'24' W 28.61' L3 N 49'25'31" W 13.16' L20 N 49'25'24' W 1.90' L4 N B6'05'03" E 1.83' l21 N 49'25'24'' W 62.00' L5 N 86'05'03" E 2.31' L23 N 49°25'24'' W 225.39' L6 N 49'25'48'' W 5.06' L24 N 30'03'38'' W 0.89' L7 N 49'25'48" W 0.31' L25 S 30"04'4li' E 0.89' L8 N 49"25'24'' W 9.97' L26 N 43'4 I '03' W 5.00' L9 N 40"35'03" E 2.84' L27 S 56"14'2.f' E 4.18' L 10 N 40"35'03" E 4.21' L28 N 49"25'24'' W 9.41' L 11 N 49°25'24" W 1.70' L29 N 49'25'24'' W 0.80' l 12 N 413"16'47" W 28.08' L30 N 49°25'24'' W 242.96' 60+06.90 START RED CURB NB-2 CNB-5 4 R1-2 §9I81.t? ENS RES GURB CH/NA COVE RAMP '-' ~ §~ CO,-,Tlt,/-;:t/:-;ll-0;-c--c--pe,-,r--~- ~ 8 if) (5 ,-rro..-. &f: C. H ,..,,, C.OvE. (/,A,"1 f' DETAIL OF SIDEWALK NOSE OCEAN BLVD. NOT TO SCALE 61+17.50 RIGHT 23.0' 61 ...J I <( 0 ( i 0 . ::j~ "'< z,,; <~ 8~ ~g ""'""' ooo <"f~ no ++ oo <O RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions vvhich may have been incorporated into these plans as a result. EXISTING LANDSCAPE AREA NEW LANDSCAPE AREA NEW PCC SIDEWALK PAVEMENT EXISTING AC PAVEMENT CURVE# Cl C2 C3 C4 C5 C6 CURVE TABLE DELTA RADIUS LENGTH 83°44'4B" 4.50' 6.58' 89°59'53" 4.50' 7.07' 31°50•15" 17.00' 9.45' 31'50'16" 12.00' 6.67' 38'55'59" 5.00' 3.40' 38'55'59" 10.00' 6.80' 4 CONSTRUCTION NOTES NO. DESCRIPTION STREET REMOVE EXISTING POST AND SIGN. CD PROTECT IN PLACE (j) RELOCATE EX ISTIN G SIGN (TYPE PER PLAN) TO NEW POST. @ INSTALL DOUBLE 6" YELLOW THERMOPLASTIC LINE PER CALTRANS STD PLAN A20A, DETAIL 22 @ INSTALL 6'' YE LLOW THERMOPLASTIC LINE PER CALTRANS STD PLAN A20A, DETAIL 1. @) FURN ISH AND INSTALL SIGN (TYPE PER PLAN) AND POST. @ PAltH 12" WHITE CROSSWALK LINE PER CALTRANS STD. A24F. @ PAINT CURB RED. 2..5 CURVE TABLE 60-1'06.90 5 +84.47 END RED CURB c\\ CURVE # DELTA RADIUS LENGTH START RED C~ B Cl 1 38°22'49" 10.50' C12 38'22'49" 8.00' C13 11°38' 19" 109.00' C14 11'38'19" 114.00' C15 55°45'15" 8.00' 7.03' 5.36' 22 .14' 23.16' 7.78' 60+ 13.62 EC LEFT 24.50' 60+13.62 BC LEFT 25.00' L 11 ..... STRIPING CURVE TABLE CURVE# (D (j) ~, w ...JI z 0::: w LL DELTA 26°32 '46" 83'42'49" RADIUS LENGTH 132.00' 61.1 6' 14.00' 20.46' W1-7 40 ! 20 20 ! NO OUTLET 0 ! SCALE IN FEET 1 inch ~ 40 ft. W14-2 40 ! 56+65.91 (/_ INT. OCEAN BLVD. 10+00.00 [/_ INT. BAYVIEW DR. BAYVIEW DR. 10 0 20 L13 N 49°25'24" W 9.54' l.,·,·yl I· • • .I I • I ~~ 1 • I NEW PCC SIDEWALK C7 44'29'19" 11 00' 8.54' CHINA COVE RAMP l14 N 40"34'36" E 5.50' L15 N 40°34'36" E 5.00' THE TOPOGRAPHY WAS PROVIDED BY THE CITY OF NEWPORT BEAC H. THE ACCURACY AND COMPLE TENESS OF WHICH WALDEN & ASSOCIATES RELIED UPON WITHOUT INDEPENDENT EVALUATION OR VER IFICATION. BASIS OF BEARINGS : COORDINATES SHOWN ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI, 1983 NAD, (2007.00 EPOCH). BEARINGS ARE BASED ON THE BEARING BETWEEN ORANGE COUNTY SURVEYORS CGPS STATIONS "TRAK" TO "FVPK" BEING N67'14'53.9"W BENCHMARK: ELEVATIONS ARE BASED ON ORANGE COUNTY SURVEYORS BENCH MARK "NB 4-36-74", A 3 3/4" ALUM INUM DISK SET IN THE NORTHWEST CORNER OF A 4 FT. BY 22 FT. CATCH BASIN LOCATED AT THE SOUTHWESTERLY CORNER OF THE T-INTERSECTION OF OCEAN BOULEVARD AND HELIOTROPE AVENUE. ELEV.= 67.054 FEET (NAVO 88, YEAR LEVELED 1994, 1995 ADJUSTMENT) ----0-V-0-- ---0-0---0--- EXISTING GUARD CABLE FENCE NEW GUARD CABLE FENCE 1111111111 NEW BLOCK RETAINING WALL CB C9 CI O 44'29'33" 4.50' 3.49' 44'29'33" 15.00' 11.65' 89"59'33" 1.00' 1.57' DETAIL OF SIDEWALK NOSE NOT TO SCALE 2042-369-001 REVIEWED: REVIEWED: ALDEN & SSOCIATES CIVIL ENGINEERS LAND SURVEYORS PLANNERS 2552 WHITE ROAD, SUITE B, IRVINE, CA 92614 /(~~ 660-0110 FAX; 660-0418 'tl-~,~~-7/20/21 'OPE 40496 DATE DAVID L. BANPE 40496 ~--1--------1-----------------------+------I DESIGN ENGINEER'S NAME DESIGNED: DRAWN: AN TONY BRINE RCE 45521 CITY TRAFFIC ENGINEER 1------'S:c.K"l-------'S"'K-I-_ _J_ ____ -1-----------------------+-----1 DATE _______ _ CHECKED: DATE : DB 07 20 2021 NO. DATE DESCRIPTION OF REVISIONS APPROVED SCALE IN FEET 1 inch = 20 ft. C-7623-1 STRIPING AND HORIZONTAL CONTROL OCEAN BOULEVARD FROM STA. 63+01 .16 TO STA. 56+62 .64 R-7007-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 6 OF 1 Q C-OtKffift. 31"""'""--"' ELECTRCAL, PROVIDED 6 CITY CONTROLLER LOCATION c,_ \U \--1-- � D ' 'i / , I ' I ' , .. 314' / / / , i ' i I ; 1-v, r------- ,,.. I' ----------- EXISTING M.AJN LIN EXIS-11'-JG S_.OPEV,NC::SC,.L\::-'E -·o <Er'1AIN OCEAN BLVD. CONTROL \VIRE TO SEVEN EXISTNG VAL�\�1E�S=-----� PRVIDE 1" SLEEVE WHEN UNDER PAVING :, :, I" : I : I : I :1 :1 -----------------------------------------------------------------------------------------------------------------------: I , 1-tt" I <>-��Et)-------------------------.j-11 I I I I I I '' � fl DOr Tr o,-,,4( OC=-"'N BLVD. (� I I TE TO EX IRRIGATION FERNLEAF R,A.,Mp ±220 3 SLc"EVE FOR MAIN LINE \\/HEN UNDER "AVING ------ "', �CN"' �,-:, �-�rs:, ,o�,c,�•e;,,-, ec:-�,~=� Ts�=·'-'" �--.vs; -=,-.:: ,; -::,� cc.,,.;,rc-c:,c-. "'--tcc..1c-,;,1<1 ·o >,E nc,-�cc•r. 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"'�� �,. r�f c,�s,_,::,::, ;,-.c:, "-" TO ��.;J-✓::e ��"'"� cco·,,e=e ..___ ""'"'-�-·�c"''-' 5---,.. __ �= ,-,,..,._::., � '"-· --w.1 '"""--:a;,-;"""'C ·,c: ON LEGEND � "·"�"'�a•a� ��"=;';':;'�,_, � �-��""� ,.�-",--�"''"""''�"''"'��,, "�==c•LN:,-,�-"�----------, OCE/\N BOUL:C\IAFlD IRRIGATIOr--. :?c."-.N CITY(»' NEWPORT BE.0.(;H Sll�I IC 'A'()R>:s �£PAR1ME>!T v 'Ji 0 � � () GENERAL NOTES: ALL PIPING .AN'.J RELATED IRRIG,A-ION EQLIPMENT St---0\VN IN PAVED ARE.AS IS ==oR CLARITY ONLY, AL_ EQUIPMENT TO BE INSTALL::D IN PLANTED Al<EAS \1/HEN POSSIBLE. TH:: ==1NAL LOCATION 16..ND EXACT POSITIONING OF Tt---E IRRIG,ATICN CONTROLLER SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLA-101,. THIS IRRIG.ATIO, SYSTEr--' SHA_L BE !,STALLED BY A COMPETENT LANDSCAPE CONTl<ACTCR EXPERIEl'-CED IN IRRIG.ATION NSTALLATION Al'-D TH::: BASIC FUND16..MENTALS OF ITS HYDRAULIC DEMAl'-CS. T--IE IRRIGATION CONTRACTOR SHALL FIELD SELECT A __ IRRIGATION NOZZLES AND ARK PA1ERNS TO OBTAIN OPTIMUM HEAD TO HEAD COVERAGE \VITH THE MINIMUM OF C\/ER-SPRA Y. Tt---F IRRIGATION CONTRACTOR SHALL GUARANTE:: ENTIRE SPRINKLER SYST::M AGAINST DEFECTIVE r--',ATE;:.;?.IALS /'\ND \VORKM.ANSHIP FCR ,t\ PERIOD OF ON;:= YEAR FROM C,t\TE OF APPROVAL. SHOULD ANY REP,t\lRS BE l'-Ec;:::ssARY CURING THE PERIOD, IF DL::: -o DEFECTIVE i"',ATERIALS OR WCRKl"',ANSHIP, CONTRACTOR SH.AL_ RFPAIR AT HIS EXPENSE_ OBSTl<UCTlONS WrlEN VERTICAL OBSTRUCTIONS (UTI_ITIES BOXES, STRE::T _IGHTS, TREES, E-C) INTERFER:: \1/TH THE SPRAY PATTER!'-OF THE SPRINKLER HEADS SO AS TO PREV::NT PROPER COVERAGE, Tt---E IRRIGATION CONTRACTOR SHALL FIE_D ADJUST THE SPRll'-KLER SYS-FM BY INSTALLING ,A QUARTER CIRCLE OR HALF CIRCLE SPRINKL-ER HEAD ON EACH SIDE OF THE OBSTRUC-ION �o .AS TO PROVID:: Pl<OPER COVERAGE. ALL ADJus-MENTS SHALL BE MADE AT NO ,ADDITIONAL COST (TYPICAL> IRRIGATION LEGEND TOl<C 5702-6?-PRX -ORO 6 PCP UP. SELECT APPROPRIATE NOZZL:=. TOl<C PR'<-CCM SPRAY HEAD \V/ (X-"'LO\V, PRES:=;URE REG .. CH:=CK VALVE) ON RIS:=< TOl<C FB25PC A:::;u us-,L\BLE FLOOD BLBBLER G<l:=;\VALD DW Pl<V r AU-OM.A-IC ll<RIGATION CONTl<OL VA-VE \VITH DC LATCHING so_ENOID RAIN M,AS-EI< RAIN MA:=;TER EVOLUTION D.X3 12 STATION AUTOMATIC IRR GATION CCl'-.TROLLER <.AINBIRD 44 QLICK COUPLING VALVE ----+--------+-----------+----------- Cl) -----M.ATCO 754 SERIES BRASS BALL VALVE LINE SIZ:= MAIN LINE P\/C SCH. 40 (PVC SCI--80 UNDER PAVEMEI'-. T) ------+------------+----------------------------1 r LATc:RAL SC'-1 40 PVC UVR (JV RESISTANT; LATERAL LINE -INSTALL ON-GR.ADE ��"',:� "., �---------�-�----�---------------------,----------------c--------------------------------j� REVIEWED: c.REVIEWED: DAVID PEDERSEN NAME DESIGNED: DRAWN. PATRICK ARCINIEGA RCE 70740 CITY PROJECT MANAGER DATE 7-6-21 l------t-------l----+-----1-------------------------i-----j ------- CHECKED: DATE: NO DATE DESCRIPTION OF REVISIONS APPROVE OCEAN BOULEVARD 11<1<.IGATION PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT QJ QJ C-7623-1-------1 'O-�R-7007-S f-----------j � SHEET 7 OF 10 ______ _j_ ___ _L_ _________ _L_ _____________________ �------�- / / / I .. / I /I/ l / / / , ' I / / , / / / / I I i / ' ' ' ~ •' --~--~~~~ 1' / / I / / ·, ; ' ' / ' •' / / / ' ' ' ' / I / RECORD DRAWINGS These Record DraWngs have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, Cit,; of Newport Beach is not responsible to its ao::uracy, nor for errors or omissions 'Nhich may have been incorporated into these plans as a result / :-,, i r t 17.•.'. '1. ,, ~ .• !~\ fo __ ,;;,.,'. •• --{ ___ ~1-'-----·· ' ·' I '.0 3'1' ,• / .. -;;,. 1" ' I I I [> I)___ + (Z./LI &, Ir I I ON * :1: iii FE'-'N!.S>,;-;;,,.,.~;.a ,, ' -~;;;=:;=~~:;:;;;;;;;::;:::::::=:;:•'[::::1,';,• ~•~c, '"""'"""""C•w,i.< - V r=e=i" ro----=====-~~ w'_J ~-....... :-. ,,.,.··, ' ·• ~ ··,:,,._.} ) C. t .... t Q J f ,,,,.,,~.,o,·• "'"'""" ,. "'""'" ,·a'"'~" r,o., ,,aw''""""'' ~.au,,.,"''",, oo,co,""'"''l "•"""M""'""''"" "" '•"""" I S'D.'1, I, ;o~•-al ,,.,.,_,><><,I ,w.;1o-,aka l,s1,oi~•,Ee.GA(l-Gc,J,_,~ .. ,,,., ;,,. r,0,.,,,,,, .o., lu ,,.. """°' !.tac1, ,,_,. ,..,,. ,,., •·~• i• """"l ,,, , <r~ \,\!AYLN " • ' -, ' ' '• E. ' -" \I ll ,· ., : --~=,,,.-~--~--~-------- SXISTING SL.OPE ~~.c LANDSCAPE 10 ;:;2::-::,.... ,AJN I ! ' j • ' r ' ' ' I I " II) :::, IRRIGATION DETAILS 18 " * 4" 2" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A2 FLOW 4" 1.REMOTE CONTROL VALVE PER IRRIGATION LEGEND 2. SCH 40 PVC MALE ADAPTER (2 REQUIRED) VALVE SIZE 3. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BANDED STATION NUMBER ON LID IN 2" HIGH BLOCK LETTERS. 4. FINISH GRADE 5. PVC LATERAL LINE PER IRRIGATION LEGEND (VALVE SIZE) 6. SCH 40 PVC 45° ELL 7. SCH 40 PVC 45° (BUSH UP TO LATERAL LINE PLAN SIZE) 8. RECTANGULAR PLASTIC VALVE BOX EXTENSION (NDS #214-6) 9.COMMON BRICK SUPPORTS (4 REQUIRED) 10. WATERPROOF WIRE CONNECTORS (2 REQUIRED) 11. #14 UF WIRES TO CONTROLLER (COLOR CODED) 12. I.D. TAG WITH STATION NUMBER PRINTED ON IN (CHRISTY'S #ID-STD-Y1) 13. SCH 40 PVC ELL (VALVE SIZE) 14. MAINLINE PIPING PER IRRIGATION LEGEND (VALVE SIZE) 15. SCH 40 PVC TEE (OUTLET TO BE VALVE SIZE) 16. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 17.FILL BASE OF BOX WITH PEA GRAVEL 18. NATIVE SOIL *1/2" IN TURF AREAS, 2" IN SHRUB AREAS. ELECTRIC CONTROL VALVE 18 " * 4" 2" 4" 1. BALL VALVE PER IRRIGATION LEGEND (MAINLINE SIZE) 2. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BRAND 'BV' ON LID IN 2" HIGH BLOCK LETTERS 3. FINISH GRADE 4. SCH 40 PVC MALE ADAPTER (2 REQUIRED) 5. SCH 40 PVC 45 DEGREE ELL (4 REQUIRED) 6. NATIVE SOIL 7. MAINLINE PIPING PER IRRIGATION LEGEND 8.COMMON BRICK SUPPORTS (4 REQUIRED) 9.FILL BASE OF BOX WITH PEA GRAVEL *1/2" IN TURF AREAS, 2" IN SHRUB AREAS NOTES: OFF-SET VALVE BOX AROUND BALL VALVE TO ALLOW SPACE FOR FULL MOVEMENT OF THE BALL VALVE HANDLE. BRASS BALL VALVE 1 2 3 4 5 6 7 8 9 T R E N C H I N G 12" MIN. 18" MIN. 1. FINISH GRADE 2. CLEAN BACKFILL WITH ALL ROCKS 1" OR LARGER REMOVED - 90% COMPACTION REQUIRED - SEE SPECS. 3.NON- PRESSURE LATERAL LINE PER LEGEND (SNAKE IN TRENCH) 5.CONTROL WIRES - INSTALL BELOW PRESSURE MAINLINE 6. UNDISTURBED NATIVE SOIL. NOTES: BUNDLE AND TAPE WIRES AT 10' O.C. PIGTAIL AND LOOP WIRES AT All CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM OWNER AND LANDSCAPE ARCHITECT. RUN CONTROL WIRES IN SAME TRENCH AS MAINLINE WHERE POSSIBLE. INSTALL 12"x12"x12" CONCRETE THRUST BLOCKS AT ALL CHANGES IN DIRECTION OF PRESSURE MAINLINE (45'S, 90'S, TEES, ETC.) AND AT ALL TERMINAL POINTS. 1 2 3 4 5 6 1. INSERT WIRES THROUGH HOLS IN BASE OF BODY. 2. STRIP WIRES APPROXIMATELY 5/8" FROM END AND TWIST TOGEATHER. 3.PUT CRIMP SLEEVE ON TWISTED WIRES AND USE INDENT-TYPE CRIMPING TOOL TO SECURE. TRIM EXCESS BARE WIRE. 4.PLUG PRE-FILLED WITH WATER PROOF SEALANT. 5. INVERT BODY AND INSERT PLUG INTO BODY UNTIL IT SNAPS TIGHT. 6. PUSH WIRES ALL THE WAY INTO PLUG TO COMPLETELY SEAL THE CRIMP SLEEVE. NOTES: USE SPEARS #DS-400 DRI-SPLICE WIRE CONNECTOR KIT. MAKE ALL WATERPROOF WIRE CONNECTIONS PER THE MANUFACTURER'S DIRECTION. WATERPROOF WIRE CONNECTOR 1 2 3 4 5 6 SLEEVING 12" MIN. 24" MIN. 1. HARDSCAPE, SEE CONSTRUCTION PLAN 2. CLEAN SAND BACKFILL COMPACT TO MATCH DENSITY OF NATIVE SOIL 3. LATERAL LINE IN SCH 40 PVC SLEEVE 4. PRESSURE MAINLINE IN SCH 40 PVC SLEEVE 5.CONTROL WIRES IN SCH 40 PVC SLEEVE 6. UNDISTURBED NATIVE SOIL. NOTES: SIZE ALL SLEEVES PER THE IRRIGATION PLAN. EXTEND SLEEVE MINIMUM 12" BEYOND EDGE OF HARDSCAPE. 1 2 3 4 5 6 QUICK COUPLING VALVE 1.QUICK COUPLING VALVE PER IRRIGATION LEGEND 2. #4x36" REBAR SUPPORT STAKE (2 REQUIRED) 3. STAINLESS STEEL CLAMP (2 REQUIRED) 4. FINISH GRADE 5.10" ROUND PLASTIC VALVE BOX WITH LOCKING LID (NDS #312BCB) HEAT BRAND "QC" ON LID IN 2" HIGH BLOCK LETTERS 6. 3/4"x6" SCH 80 PVC NIPPLE 7.3/4" SCH 40 PVC STREET ELL (3 REQUIRED) 8.COMMON BRICK SUPPORTS (3 REQUIRED) 9.3/4"x12" SCH 80 PVC NIPPLE 10.3/4" SCH 40 PVC ELL (SxT) 11.3/4" SCH 40 PVC MAINLINE (12" MINIMUM LENGTH) 12. SCH 40 PVC MAINLINE FITTING (TEE OR ELL) WITH 3/4" SLIP OUTLET 13. MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 14. NATIVE SOIL 15.FILL BASE OF BOX WITH PEA GRAVEL *1/2" IN TURF AREAS, 2" IN SHRUB AREAS 1 2 6 7 8 4 5 9 3 2" * 10 11 12 13 6" 36" 7 7 SECTION / ELEVATION 18"15 14 FIXED RISER SPRINKLER HEAD ON GRADE 12" SECTION / ELEVATION 4 7 6 5 3 2 1 NOTES: USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. SET PERIMETER HEADS 6"-12" FROM VERTICAL OBJECTS SUCH AS FENCES AND WALLS, ETC. DO NOT USE FIXED RISER HEADS IN AREAS SUBJECT TO TRAFFIC, VANDALISM, OR IN ANY SITUATION WHERE A FIXED RISER HEAD COULD BE A SAFETY LIABILITY. LOW HEAD DRAINAGE IS NOT ALLOWED. INSTALL ADDITIONAL IN-LINE CHECK VALVES AS NEEDED AT NO ADDITIONAL COST TO THE OWNER. 1.FIXED SPRAY HEAD & NOZZLE PER LEGEND 2.1/2" SCH 80 UVR-PVC THREADED NIPPLE (LENGTH AS REQUIRED) 3. PLANT MATERIAL PER PLANTING PLAN (TYP) 4. SCH 40 UVR-PVC LATERAL LINE FITTING WITH 1/2" FEMALE THREADED OUTLET 5. SCH 40 UVR-PVC LATERAL LINE ON GRADE 6. NATIVE SOIL / BACKFILL PER SPECIFICATIONS 7. FINISH GRADE 8. V.I.T. PRODUCTS #ST-9 STAINLESS STEEL SPRINKLER TIE (2 REQUIRED PER HEAD) 9. V.I.T. PRODUCTS #SS-24 #4x24" REBAR ROD WITH DOUBLE "J" HOOKS AT ONE END 9 8 LATERAL LINE ON-GRADEDRIP LINE TUBING 1. V.I.T. PRODUCTS #PS-18 PIPE STABILIZER, 18" LENGTH. SECURE PIPE TO THE SLOPE AT A MIN. OF 10' O.C. FOR STRAIGHT PIPE RUNS. ALSO INSTALL STABILIZERS AT THE FOLLOWING LOCATIONS: a)AT ALL TEES b)AT ALL ELBOWS c)AT ALL SPRINKLER HEADS (USE V.I.T. #SS-24) d) AT ALL ATMOSPHERIC VACUUM BREAKERS e)AT ANY LOCATION DETERMINED NECESSARY TO PREVENT "PIPE SAG". 2. UVR-PVC LATERAL LINE PIPE INSTALLED ON GRADE. PIPE SHALL BE SCH 40 OR AS NOTED IN THE LEGEND. 3. FINISH GRADE 1 2 3 SECTION / ELEVATION 10' O.C. TYPICAL 8 3 SHEET OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENTNO.DATE DESCRIPTION OF REVISIONS OCEAN BOULEVARD APPROVED REVIEWED: CITY PROJECT MANAGER DATE PATRICK ARCINIEGA RCE 70740 REVIEWED: DESIGNED: CHECKED: DRAWN: DATE: NAME /U s e r s / d a v i d p e d e r s e n / D e s k t o p / 2 0 4 2 P l a n s h e e t .d w g 0 1 / 1 4 / 2 1 - 7 : 3 1 a m R-7007-S C-7623-1 DAVID PEDERSEN 10 7-6-21 1-30-22 7-19-21 PllllllallfllrkB Parks Division Standard Irrigation Materials List Heads Toro 5702-PRX-COM Pop-Up Rain Bird 5000 Rotor Rain Bird 8005 Rotor Controller Ra in Master DX3 irrigation controller with flow, Cellular & antenna Contact Ra in Master Scott Ky le 949-212-8013 Battery Powered Irrigation Controller Toro DDCWP Battery Powered Controller Drip Irrigation Rain Bird Xerigation Landscape Drip Rain Bird XCZ-100-PRF Drip Zone Kit Rain Bird XF Dripline -0.9 GPH 12 in Spacing Miscellaneous Febco 825Y RP Spears# OS-100 Ori-Splice Connectors with crimp sleeves Spears # DS-300 Dri-Splice Sea lant Rain Bird #44 or #33 Quick Coupler Valve with Vinyl Cover Rain bird EFB-CP Series Valve with DC Latching Solenoid (Battery Contro llers Only) Griswold DW Series Valve (Control Valve) Griswold DW Ser ies Valve with DC latching solenoid (u se with battery-powered controller) Griswold 2160 Solenoid Valve (Normally Open Master Valve) Griswold 2000 Solenoid Valve (Normally Closed Master Valve) Mateo 754 Series Full Port Ball Va lve Schedule 40 PVC Lateral Pipes Class 315 Main Supply Pipe (2" and larger) Schedu le 40 PVC Main Supply Pipe (1-1/2' and smaller) Rectangle Valve Box-Plastic-18" L x 12" W x 12" D Round Valve Box-Plastic-10" Control Wire-14 AWG U.F. 600-Volt Direct Burial Copper with PVC Insulation. Rain Master EVFM Flow Sensor 10/08/2020 Evolution DX Stainless Steel Pedestal Cabinet Installation Mountin~ Pad- 28"x 28 x 8" minimum size concrete P\'d with beveled edges ~,~ Pedestal Mounting 1.5" typ. - 14.5" ® 18 (D '--- 14" @ +-(D l © I~ (D .• .·' Ftonf • 16" 35" Overall with top closed Mounting Template provided for easy installation ~.5" Dia. Bolt Holes-4 Places Item Description A, B 2" conduit • stotion wiring 11.5" C l" conduit -communication D AC power conduit E 111 conduit -sensor wiring F External antenna G Grounding rod RMIS Part No. 500501 Rev. C Bolt and Conduit Layout Rain Master is a technology-based, innovative, environmentally sensitive company dedicated to providing water management solutions to the irrigation industry. ~-A•Nfllll!!,,.~o~S~~ 3910-B Royal Avenue, Simi Valley, CA 93063 Ph: 805 527-4498 Fax: 805 527-2813 -- 1 =11 lli ""111-= _J-----' 111=11 -..... --., '.1111 ... 111 ... 111 1,,III Ill ~--111 11 1~ RECORD DRAWINGS These Record Dra..,.,,;ngs have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result i,DSCAP.f • No. 3 ,.. ,t'-wa of--------~ 0 ~I::---.----~~--.f--------• l>c=:x:::=C♦ ----~ I lj -••-----.o 111 • ,, 111 ••• II I~ =111=111= 111=111=111 /---,II, , , 111 , , , 11 1--"-+: ---{ 11=111 =I II= 111111=;_111~ =II' I I II I I Ii 111111 I II I 1 1=111=111 1=111=1 =II I I II Ill II Ill iii ~ -'11=111 =111=1 111 II I I II Ill= 111==111 =111=1 I ,:;-.,., 11::§111 ~ 111111 Ill 11l m=i 111== Ill ~_Ill~' 111 111 111 ~ II ~ Ill= _ ~ II Ill, 111 111 I I l-.....__,.,.___,..,.__,.,..__,...,.11 I I 111 111 = Ill, 11 _111 111 _111 1 11 _111 111 _111 1 11 _111 111 _111 1 11 _111= CONTRACTOR TC PROVIDE� - QUICK CRE-E pcoduc-s corp. - HUNTl1'iGTON BEACH BC::NCH (Q1-HB-84Bj(MODIFI ED). OCEAN BLVD. COLOR C1-NATURAL TEXTURE T2-LSB \VITH STANDAl<D GLOSS SE.ALER. CONTRACTOR TC Pl<OVIDE � \VAUSAU TF116S TRASH i<ECEPTACL$' I WNCRel"E SICEWN_K □Ill ill ,ill, I / I \ / I I I / LI YY11T ('.) r:- -[c.{v I sr;Q lJ !?fc-1c. I) f4fl / / I/ / / I / / w � <{ _J L. C:\ c;p V" J ---- - Tlr✓G SLOPS FERNLEAF RAMP SHRUBS SYMBOL BOTANICAL NAME AEO-LRB AEONI.JM URBClJl'-"1 '•-·/4\J.--G-RUD ALOE RUJl<OP:.·;:; 'Lll7-_E SEM' s/,,,:-'.:-:-�IL'·---e::�c:cHAR1s ?1LULAR1s ·nviN PEJ1.Ks· •CEA--HOR CE--'�NOTI-US Gl::2.!SEUS f-Ol<IZONT,ALIS ±220 CCM"ICN NAME SALAD B0\.\/L ,A.E01'!UM - J PROSTRA. TE C(7YCTE [:',LJSH --------�,;;,;;-:::_,··=-:-- ,a;,wo,; $"1"1'1:!01.. E'OT#lGAL N>Me •,., __ • , -•- AW•- UUBCOM ------··---��� }',LO!; IU)p,;om; \.tl"l\ .. fc <'il?M B-<>G--l"L. �--� � 7'MN � CO'T\l'.:f',I NA/"',/: SALAD 0(')\M._ AEONlJr, Ul71.EGEl'"'!A!.OS: �TAA'Ti! CC'YOre BU'"� • � C�IJS GltSE!>JS ,-v�za.n-AUS CARNEL C9£15FEP: .!. � CR>,S!Wl,A UND..lATFOt.1••1 BLUllo WAVF SL� WA\;£ Jl!PR.E � ffl £N.:::..CAI.. .ENCE;.�� CAI.O'Or.t--1<>.SN::;!ll.J,4. SIZE DESCRIP11ON .© 6 ;;-=,.,; '"== "'6CCUCAWM HE:T•.Ni8 H�sEi.l':9 ,,.AA,JTFQ:..1.A � r-w-uus �r....cuti> 0 H..11-1-RI,$ MU� jtGJ::>6 � e. OP\J•-✓At'j OFIUNT"" \I-YI � �r flhl.16"'1'1'.SIUFOI.IA ------.. � ....... '. . .. -·-,. FIVE GAL LA.RC:7E GREEN SUCCULENT LEAVES IN ROSETTS UP -o 2 FT. ACROSS R::-SU_L\1< \\�ATERING 3 F". \..VIDE BY 18' TALL, ONE G,,_'\L_ �0\V G"<.O\VING LUSH GREEN ALOE THAT BLOOMS f>..LL .._,.EA< l"-J BCTf-FULL SUN TO PART SH.60::':. ONE GAL DRCJUGf--T TOI_ERAN-IJJ\>-.i GRO'v\/lNG '='�HRUB 'v\// STROr'--.iG DENSE ROOT SYSTEM THAT CAN CLll',,G TO SLOPES. FV:: GAL. C.:::AL!FO<r--..A "-.IATVE EVERGREEN SHRUB IN \.\/ARM CLIM.ATES -o 2L' WITH 6' SPREAD LIGHT BLUE l' FLO\,VER CLUSTERS. HONKE'<' ICLOW'!:11. ,;me� l'Nl:'l ,.;,,..,.i_ �I! Ulil:eEN�.co..:.t..Elllf1.EAVESll,/�5v;:>TO 2l"T.�55 �LAj;!WA'Ttm."63 Oo'E G>L \.O\I.! � 1.JJ$1i Gll:EE',/ ,-...CE °TH-"T et.OOMS ALL� N OCJU .. FVtL. 5'.,t,1 TO AA,Rf: ONE SAL. PWl.,l,:UIT TOLERANT l.OWG'AOIM'G � w, .s= P!,Ns;li AOOf SY$TEJ-11}iAT CAl f'M. OAL.. �A NA-.1/Ve ,S\/1!.IW!U;EN 91Rl.Je, tN W.AI(M CL!M.4.TE.S, TO .;¾' \\,ITT-I G" �- UGI-fl F'M5 a,,,._ O::::.-,p,.ocT 0£.NS:e S!'1"U. SUCCULENT TD '3FI". W/-rv.,,,;;,TEO B!..Uia-1 GPl:,'Y I.EAVES, J'll,(E G,'1,,1... �'I,>, �TN!: .sr--...u. /"'O..NX>si'i, si.rus TO 4 "1". W-' VEL.l.OWQ"6V U<',E /"t..a,,>,"".RS. RV'ie6AL. CAL.-.NATIV!": 9-11'11.JS 103 F'T, 'M-!ffE TO Pi'« l't..OWEM. \M--tt::1-1 T'-'<Ni � l<icD TC/ ".UC .2,1.-eGX DZW5E �REEN GAUl'CI_,_ NA"'i"IVE 9,,RlJS TO 1,5 fl"'. WI Sl-'IAl.l. lo½-1rTC �-'1Hl!l 1'Tvtc S-........ �f'. N,o>,W5, F?Jl;!;NNl,<\l. TO 3 f>l'. WI 61-0.S,S.'Y GREEN LEA'-"E$ /'NO �HT TI./Sll._-. PAU F'l'Yi': G-',L. �-"""'1"Ne flUNCH ��s fO 3 H. W/ � Gr.A.Y....,;� \.SA� AJ,-0 l.ONS st.Y FM!!d-'sL. C-Al.P."""l!Yla G-OGTUS • CRA-UND CR.b..SSULA Lli',,DULAilFOL,A '6LUE \\l'A\/E' ,. ENC-CAL ENCEU,A. C,Al...J'=CRN Cr\ BLLE \\/A\/E R1r-::r-::LE J.ADE CAUFORN'A ="CEUA FVE:: GAL. COH?_ACT DEl'-.SE SHALL S,_JCC_JLENT TC .3FT. \}.// Tv\/!STED BU,1SH C3REY LEAVES F1V2 Gr,L CALIFO'<.r'-,.,.-6-, '.JATVE SMALL MOUr'-,.IDl'-G SHRUB TO 4 FT.\)...// YELLO\>v' DAISY UK:': FLO\,\/El<S, Gl<.EEN LEJ\VES \>v/ :;;NE �'\IRS. ERi-FAS EKiOG01'-.Ul"1 F,ASCCl.JLATU-1 HET-Al<B HETEROMELES ,.L\KBUTIFO_IA e MIC---AU2 MIC--ULUS A_!P-AN-IACUS 1;) MUH-<G MUHLENBE�.GIA RIGENS \_,'l't,.:.[ •OPU-V,AS OPU"-. TIA V.AS:'::'YI RHU-INT RHUS Ii'. TEGP-IFOLl,A @ SAL-CLE SA-VIA C_EVELANDII "'v SES-A._r SESLEi<LA. AUTLMN!"\LIS TA.G-LEM �A.GE"TES LEMMONII WAY LN. CAUFORN A 3LC<Vv1HEAT MONKEY :::: _Q\VE<. DEER SR;ASS V,�EYS PRIC<L Y PEAF2 LEMON.A.DE BERRY AUTUMN 1"'001<. SRASS M =':X C.P>N 1'1AR!GOLD 2X l F·V:': G.AL. CALIF. t'--.ATVE SH<LJB TO.?. FT. \>-JH TE TO Pl'JK Fl_O\VERS \\/--IICH Tl JRN TO DARK RED TO BROVvN BY F:P.LL 24" 30X [:;ENSE E\/ERGREEN CfaUFORNIA '-.!ATIVE SHRUB TO 15 ==T. \\I/ Sl'""'ALL \\iH'-E FLO\.VERS THEN GROOPS OF SHO\\/'-""' RED BER.RES. Fi\/:'= GAL. C:AL1F. t'--.ATVE PERENNI.AL TC 3 FT. Vv'/ SLOSS-.,.. Gt:?.EEN LEAVES AND B<GHT TUBUL.AR PALE CRA'-JGE FLO\lv'ERS FiV:= GAL. CALIF i'-.ATVE BUNCH G<A.::"iS TO 3 FT \/v/ NP,RRO\.\/ GRAY-GREEN I_EA\/ES Al'-ID LONG SILVER-GRAY FLO\.VER ABOVE P_.ANT. Fi'v'E G.t-L. CALIF. NATIVE CACTUS FIVE GAL. CALIF. NATIVE SHl<UB T:J -o e. ExF,EMELY DROUG--IT TOLERANT. FVE G,AL. CALIF. NA17VE ,A:<Or--'" Al1C SPECIES OF SASE \V1T--I GRAY GREEN FOLIAGE AND ::)A<K PUR?L:': FLO\VERS ONE GAL. GRL!.SS TO 20' TALL, BEARS SP <E-Ll<E SIL \/ER-\\/HITE (TUl<i'-.li'-.G Go_::::Er---..) :;; _C\\12< TASSELS FIV:= GAL. ...,..iCUl'-IDIN(:3 L-;::.T. SHRLB \VIT'-7 'vVIDE:.Z SPREAD .AND FRL>..GQ.ANT FNEL Y D'VIDED F::JL'/-\SE /\ND BRILLI!\ '-ff ORANG:=-.YELLO\.\/ FLC'\.\/ERS. -. CRO\,\/'\. CF Pl...ANT 2.,-1-" HGH -EMP012Al2.Y B;ASli'-.. 3 EXISTl'-,G GRADE ,4. PL.'\'.JTING TABS (SEE SPECS.) 5 BACKFILL MIX (SEE SPECS.) 6.:JIS HOLE/\ l'-'iN. OF .. /2 X THE ::)EPTH OF Tf---E PL.ANT CONTA!NER 7.GOC--PACTED BACKF,LL PE< SPEC EDGE OF PLPNTlNG ----t 21.30.C.'l ---+SPPGING NOTE: ALL MASS PLANTED SHRUBS AND Gl<OUND COYER SHAU.. BE PLANTED AT EQUAL SPACING (Tl<lANGULAR) UNLESS OTHERWISE INDIGA TED ON PL.ANS. SEE LEGEND FOR SPACING l<EQUll<EME'NTS. MULCH ALL PLANTING AREAS PER SPEC. 1.Cl<OWN OF PLANT TO BE 1" ABOVE FINISH GRADE 2. 4" HIGH Tl:MPOl<ART' BASIN. 3.2' TI-ilCK SHREDDED MULCH DO NOT USE BA1<K CHIPS WHERE PLAN CALLS FOR MULCH COVER 4.FERTILIZER AND MYCORl<HIZA.E TABS (SEE SPECS.) 5.BACKFILL MIX (SEE SPECS.) 6.DIG HOLE A MIN. OF 1 V2 X TI-iE DEPTH OF TI-iE PLANT CONT,AJNER 7.COMP.ACTED BACKFILL PER SPEC. NOTE: UNT..ANGLE MATTED ROOTS BY LOOSENING .A.LL R0::::7fS AT EDGE OF l<OOT BALL WTTl-t WATEf< FROM HOSE. DO NOT CAACK !WOT B.ALL.. NCTI::. Ui'. TANGLE: M/\TT�D <o:::-s 3-Y LOCS:C:NING,6..L..-!<CCTSAT EJG:C: OF <.OCT SALL \VITH \.V.� T:='< :==ROM "--IC:SE. ::)0 NOT CRACK <GOT 2.ALL c:::NTPACTO< SHA_L P<::::::v1c2 E<,::JSl::::I'-COl'-T<OL \.VH2".J SPE:OFl:':D. GROUND COVER.AND SHRUB SPACING SHRUB PLANTING DETAIL SLOPE PLANTING DETAIL REVIEWED: DAVID PEDEl<SEN NAME DESIGNED: DRAWN: CHEC�ED: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVE " _c:"'C: (1l REVIEWED: --�--L_----------------------------------------1� PATRICK ARCINIEGA RCE 70740 CITY PROJECT MANAGER DATE 7-6-21----------- OCEAN BOULEVARD PLANTING PLAN and SITE PLAN C-7623-1 0 :i1 gi Q iii [!!" " "- ------------------------------�-----------1� CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-7007-S "' f-------------1� SHEET 9 OF 1:J " "' RECORD DRAWINGS These Record DraVvings have been prepared based on information submitted, in part, by others. While this information is believed ta be reliable, Crty of Newport Beach is not responsible to its accuracy, nor for errors or omissions Mich may have been incorporated into these plans as a result. ~.:.- / I ~!; ' ,, " ~ ',). --,('-., / -j ·• / NDSCAP:= TO L TILE GEM ALOE CARC-1EL CR2EPER TOYOt'-- CLEVELAJ'...D SAGE k - :':XISTll'.G SLCr:::E AND~A?E: TO I . ~·---- --L --. ~/ ' ' I I ~i... 1!,uC~; 4 '1¥"111 Ill lllee 5 11 Ill = llllee 6 I -. II = Il l 1111 1111,-1111 =1111-111=111 2 .X BALL '.J,A a: N .., c__ ____ _j_ _ __j _____ 1 _________________________ _J_ __________ .....1... _______________________ L_ ______ __J;;;, IRRIGATION AND PLANTING SPECIFICATIONS IRRIGATION NOTES: 1. GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND THESE PLANS. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY SAME. 1.A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. 1.B. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION,PUBLIC LIABILITY AND PROPER DAMAGE INSURANCE, AS REQUIRED BY THE OWNER AND / OR GOVERNING AGENCY. 2. SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHINGS, INSTALLING AND TESTING OF ALL POINTS OF CONNECTION, BACKFLOW DEVICES AND MAINLINE; AND THE FURNISHING AND INSTALLING OF CONTROLLERS, ELECTRIC CONTROL VALVES, OTHER SPECIFIED VALVES, LATERAL LINES, RISERS AND FITTINGS, SPRINKLER HEADS, AND DRIP LINES; AND EXCAVATION AND BACKFILL AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS, AND NOTES. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL EQUIPMENT PROPERTY, TRANSPORTATION, AND PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS INDICATED ON OR REASONABLY IMPLIED BY THE DRAWINGS, DETAIL AND NOTES. INCLUDED AS A PART OF THE IRRIGATION WORK BUT NOT LIMITED BY IT ARE THE FOLLOWING: 2.A. INSTALL COMPLETE OPERABLE INDEPENDENT IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGENDS, AND NOTES. 2.B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 3. CHECK AND VERIFY ALL SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO ANY SITE WORK. IF IT IS FOUND THAT THE SITE VARIES FROM DRAWINGS, NOTIFY THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. 4. COORDINATE ALL IRRIGATION WORK WITH PLANTING AND GRADING OPERATIONS TO AVOID ANY CONFLICT WITH PLANTINGS PITS, DRAINAGE SWALES, ETC. 5.PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL ROUT PIPING TO AVOID CONFLICT WITH STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF THESE PLANS. WHERE TREES, LIGHT STANDARDS, OR OTHER PHYSICAL OBSTRUCTIONS EXIST, THE PIPING AND SPRINKLER HEAD LOCATIONS SHALL BE ADJUSTED AND / OR RELOCATED AS NECESSARY TO OBTAIN FULL COVERAGE WITH MINIMAL OVER SPRAY. 6. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER AND / OR GOVERNING AGENCY. 7.EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A MINIMUM OF TWO WORKING DAYS PRIOR TO DIGGING. 8. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. 9. THE IRRIGATION DESIGN IS BASED ON THE METER AND OR POINT OF CONNECTION SIZE AND WATER PRESSURE INDICATED ON THE WATER SOURCE / POINT OF CONNECTIONS NOTE ON THE PLANS. CONTRACTOR SHALL VERIFY THE PRESSURE PRIOR TO CONSTRUCTION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. 10. CONTRACTOR SHALL MAKE POINT OF CONNECTION (P.O.C.) AS NOTED ON THE PLANS. ALL FEES AND LOCAL REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 11. IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND OR ELECTRICAL CONTRACTOR AS NECESSARY. IRRIGATION CONTRACTOR SHALL PAY ALL ASSOCIATED FEES FOR ELECTRICAL SERVICE. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL FINAL CONTROLLER CONNECTIONS PER LOCAL CODES. 12. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO PERFORM A MAINLINE PRESSURE TEST. THE HYDROSTATIC TEST SHALL HOLD A MINIMUM OF 150 PSI FOR 3 HRS OR MORE. CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS IN ADVANCE O THE TEST FOR CERTIFICATION. 13. CONTRACTOR SHALL THOROUGHLY FLUSH THE ENTIRE MAINLINE PRIOR TO INSTALLING REMOTE CONTROL VALVES. ALL LATERAL LINES SHALL BE COMPLETELY FLUSHED PRIOR TO INSTALLING HEADS AND NOZZLES. FOR DRIP SYSTEMS, ALL PIPING / TUBING DOWNSTREAM OF THE CONTROL VALVE SHALL BE THOROUGHLY FLUSHED PRIOR TO 'CLOSING' SYSTEM (FOR GRIND SYSTEMS), OR BEFORE INSTALLING FLUSH VALVES. 14. ALL WIRES SHALL BE SOLID COOPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE #14 WHITE; ALL CONTROL WIRES SHALL BE AWG #14 RED OR BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON WIRES AND CONTROL WIRES WHEN TWO OR MORE CONTROLLERS ARE ON THE PROJECT. 15. ALL CONTROL WIRES AND IRRIGATION PIPING THAT RUNS UNDER HARDSCAPE / PAVING SHALL BE ENCASED IN PVC SLEEVES PER THE LEGEND. SLEEVES SHALL BE SIZED ACCORDING TO THE SLEEVING CHART ON THE PLANS. SLEEVES SHALL BE STRAIGHT RUNS OF PVC PIPE WITH NO FITTINGS INSTALLED UNDER HARDSCAPE AREAS. IF WIDTH OF HARDSCAPE EXCEEDS A FULL LENGTH OF PIPE , USE BELLED END CONNECTION OR COUPLER WITHIN SLEEVE. ENSURING SLEEVE IS LARGE ENOUGH FOR THE ADDED DIAMETER OF THE CONNECTION. 16. THE FINAL LOCATION FOR CONTROL VALVES AND QUICK COUPLERS SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE. ALL VALVES AND QUICK COUPLERS SHALL BE LOCATED IN SHRUB AREAS WHEREVER POSSIBLE. 17. THE CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS OR OTHER MARKINGS AS CALLED FOR IN THE IRRIGATION DETAILS ON OUTSIDE OF ALL VALVE BOX LIDS. 18. ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR APPROPRIATE PIPE JOINT COMPOUND. ALL PVC TO PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. NO PIPE DOPE IS ALLOWED AT VALVE OR SPRINKLER HEAD CONNECTIONS. ANY PVC TO METAL CONNECTIONS SHALL BE MADE WITH A MALE THREADED PVC FITTING AND A FEMALE THREADED METAL FITTING. 19. ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT-WELD MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT-WELD PRIMER SHALL BE APPLIED AT ALL CONNECTIONS. 20.LOW HEAD DRAINAGE WILL NOT BE ALLOWED. CONTRACTOR TO DETERMINE IN THE FIELD WHICH HEADS DRAIN AFTER THE VALVE IS SHUT OFF. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL IN-LINE CHECK VALVES AS NEEDED AT NO ADDITIONAL COST TO THE OWNER. 21. ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 18" - 24" MINIMUM COVER. ALL LATERAL LINES TO HAVE 12" MINIMUM COVER. FOR RECYCLED WATER SYSTEMS, PIPE DEPTH TO BE DETERMINED BY THE LOCAL GOVERNING AGENCY. 22. MAINLINE AND WIRE SLEEVING TO HAVE A MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. MAIN LINE AND WIRE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO HAVE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING TO HAVE 12" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO BE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. CONTRACTOR SHALL INSTALL SLEEVING UNDER ALL HARDSCAPE 36" WIDE OR GREATER DUE TO GRAPHIC CLARITY. NOT ALL SLEEVES MAY BE SHOWN ON PLANS. CONTRACTOR SHALL INSTALL ALL SLEEVING PRIOR TO HARDSCAPE AND PAVING INSTALLATION. 23. THE RADIUS OF EACH HEAD IS TO BE ADJUSTED SO THAT HEAD-TO-HEAD COVERAGE IS MAINTAINED, BUT OVER SPRAY ON BUILDINGS, WALKS, WALLS, AND OTHER HARD SURFACES IS MINIMIZED. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO USING THE BEST NOZZLE RADIUS AND PATTERN, USING PRESSURE COMPENSATING DEVICES FOR NOZZLES, USING ADJUSTABLE NOZZLES, OR USING THE RADIUS ADJUST SCREW ON INDIVIDUAL NOZZLES. 24.FINE TUNE EACH CONTROL VALVE FOR OPTIMUM OPERATION. THIS SHALL BE DONE BY TURNING DOWN THE FLOW CONTROL OF THE VALVE UNTIL SYSTEM PERFORMANCE STARTS TO SUFFER. AT THAT POINT OPEN UP VALVE FLOW CONTROL ABOUT ONE-HALF TURN OR UNTIL THE VALVE IS JUST OPEN ENOUGH FOR DESIRED OPERATION. 25. CONTRACTOR SHALL INSTALL 2 EXTRA WIRES FROM CONTROLLER TO EACH END OF THE MAINLINE. WIRES SHALL COME UP INTO ALL VALVE BOXES ALONG THE MAINLINE PATH WITH 36" EXPANSION COILS IN EACH BOX. SPARE WIRES SHALL BE COLOR-CODED DIFFERENTLY THAN OTHER CONTROL WIRES. 26.UPON COMPLETION OF THE PROJECT, THE CONTRACTOR IS TO TURN OVER TO THE OWNER THE FOLLOWING: a. A REPRODUCIBLE SET OF "AS-BUILT" DRAWINGS AND CONTROLLER CHART. b. 2 KEYS FOR EACH CONTROLLER AND ENCLOSURE (IF APPLICABLE). c. 2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. (IF QUICK COUPLERS ARE SPEC). 27.RECORD DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTING, THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE RECORD SET TO A BLACK-LINE PRINT PROCURED FROM THE OWNER. ALL WORK SHALL BE NEAT AND LEGIBLE, LOCATION THE FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: SHUT-OFF VALVES, CONTROLLER, QUICK COUPLING VALVES, OR HOSE BIBS AND OTHER PERMANENT UNDERGROUND ITEMS. 28."CONTROLLER CHART" - UPON APPROVAL OF THE FINAL RECORD DRAWINGS, PROVIDE ONE CHART FOR EACH CONTROLLER INSTALLED. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED RECORD DRAWING (A BLACK-LINE PRINT REDUCED TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION'S AREA OF COVERAGE). WHEN COMPLETED AND APPROVED, THE CHART SHALL BE LAMINATED BETWEEN TWO PIECES OF 20 MIL. CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. 29.DRIP LINE IRRIGATION 29.A.DRIP LINE TUBING IS SHOWN ON PLANS IN THE SUGGESTED LAYOUT. CONTRACTOR SHALL ADJUST LAYOUT AS DETERMINED NECESSARY IN THE FIELD TO MATCH THE ACTUAL SITE CONDITIONS, DIMENSIONS, ETC. 29.B. ALL DRIP LINE SYSTEMS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND DIRECTIONS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO SOIL TYPE CONSIDERATIONS, PLANT TYPE CONSIDERATIONS, SLOPES, TYPICAL TUBING LAYOUT, SUPPLY HEADERS, FLUSH HEADERS, AIR-RELEASE VALVES, FLUSH VALVES, SOIL STAPLES, AND OPERATION INDICATORS, ETC. 29.C EACH DRIP LINE SYSTEM SHALL HAVE A DRIP ZONE VALVE ASSEMBLY THAT INCLUDES A PRESSURE REGULATOR AND IN-LINE FILTER PER THE IRRIGATION LEGEND. 29.D.EXTEND PVC LATERAL LINE PIPING PER IRRIGATION LEGEND FROM THE DRIP ZONE VALVE INTO THE PLANTING AREAS. ALL SUPPLY HEADERS AND FLUSH HEADERS SHALL BE PVC PIPING OR DRIP LINE TUBING AS SPECIFIED ON THE DRAWINGS. 29.E.CONNECT THE DRIP LINE TUBING INTO THE PVC / POLY TUBING HEADERS PER THE MANUFACTURER'S DIRECTIONS, USING FITTINGS AS SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING. 29.F.DRIP LINE TUBING RUNS SHALL BE SPACED AT APPROXIMATELY 12" O.C. OR AS NOTED ON THE PLANS. 29.G.TUBING SHALL RUN GENERALLY PARALLEL TO THE LONG AXIS OF THE PLANTING AREAS. THE EXCEPTION TO THIS WOULD BE SLOPED AREAS WHERE THE TUBING SHALL RUNG PARALLEL TO THE SLOPE CONTOURS. 29.H. FLUSH VALVES SHALL BE INSTALLED AT THE TERMINAL ENDS AND OR LOW POINTS OF ZONES IN ALL DIRECTIONS. AIR RELEASE VALVES, WHERE REQUIRED FOR BURIED SYSTEM, SHALL BE INSTALLED AT THE HIGH POINTS OF EACH ZONE. REFER TO THE MANUFACTURER'S DIRECTIONS FOR THE QUANTITY OF FLUSH VALVES AND AIR-RELEASE VALVES RECOMMENDED FOR EACH ZONE. 29.I.DRIP LINE TUBING SHALL BE BURIED 3"-4" BELOW FINISH GRADE, STAPLE DOWN AND COVER WITH MULCH PER THE PLANTING PLAN. 29.K. ALL FITTINGS USED FOR DRIP LINE TUBING CONNECTIONS AND DRIP LINE TUBING TO PVC CONNECTIONS SHALL BE AS PRODUCED AND SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING. IRRIGATION MAINTENANCE SCHEDULE THE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED AS MINIMUM STANDARDS AND MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS. FREQUENCY MAINTENANCE TASK QUARTERLY CONTROLLER CABINET - OPEN CABINET AND CLEAN OUT DEBRIS AND REPLACE BATTERY AS NECESSARY. CHECK WIRING AND REPAIR AS NEEDED AND CHECK CLOCK AND RESET IF NECESSARY. MONTHLY IRRIGATION SCHEDULE - ADJUST SCHEDULE FOR SEASONAL VARIATIONS AND OTHER CONDITIONS WHICH MAY AFFECT THE AMOUNT OF WATER NEEDED TO MAINTAIN PLANT HEALTH. ADJUST AS NECESSARY. QUARTERLY P.O.C. - VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE SETTINGS, SETTLEMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED. QUARTERLY REMOTE CONTROL VALVES, ISOLATION VALVES AND QUICK COUPLER VALVES - VISUALLY INSPECT FOR LEAKS, SETTLEMENT, WIRE CONNECTIONS AND PRESSURE SETTINGS. REPAIR OR ADJUST AS NEEDED. QUARTERLY MAINLINE AND LATERALS - VISUALLY INSPECT FOR LEAKS OR SETTLEMENT OF TRENCHES. REPAIR AS NEEDED. WEEKLY SPRINKLERS - VISUALLY CHECK FOR ANY BROKEN, MISALIGNMENT OR CLOGGED HEADS, HEADS WITH INCORRECT ARC, INADEQUATE COVERAGE OR OVER-SPRAY AND LOW HEAD DRAINAGE. REPAIR AS NEEDED. MONTHLY FILTERS AND STRAINERS - VISUALLY CHECK FOR LEAKS, BROKEN FITTINGS. CLEAN AND FLUSH SCREENS. 10 PLANTING SPECIFICATIONS SCOPE OF WORK PROVIDE ALL LABOR, EQUIPMENT, MATERIAL, AND SERVICES NECESSARY TO COMPLETE THE FINISH GRADING, SOIL PREPARATION, PLANTING, AND MAINTENANCE AS SPECIFIED. A. GENERAL WORK PROCEDURES WORK PROCEDURES SHALL FOLLOW BEST CUSTOMARY PRACTICE. 1. ALL MATERIALS SHALL BE BEST AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGATION WORK AROUND PLANTING AREA IS COMPLETE AND TESTED. 2. PREMOISTEN - SPECIAL CARE SHALL BE TAKEN TO PREMOISTEN THE SURFACE 8" OF ALL PLANTING AREAS AND INSURE THAT PLANTS ARE PREVENTED FROM DRYING DURING PLANTING OPERATIONS. 3. WEEDING, BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING. ALL WEEDS AND STOLONIFEROUS GRASSES, NUT GRASS AND JOHNSON GRASS, SHALL BE CHEMICALLY ERADICATED OR DUG OUT BY THE ROOTS AND DISPOSED OF OFF SITE. 4. PREMISES SHALL BE KEPT CLEAN AND MAINTAINED FREE OF CONSTRUCTION LITTER, ALL EMPTY CONTAINERS, EMPTY BAGS AND DEBRIS SHALL BE REMOVED FROM THE SITE UPON COMPLETION OF EACH DAYS WORK. ALL WALKS OR PAVEMENTS SHALL BE SWEPT OR WASHED CLEAN DAILY. B. MATERIALS 1. ORGANIC AMENDMENTS - ORGANIC AMENDMENTS SHALL BE DECOMPOSED NITROGEN STABILIZED COMPOSTED RED WOOD SHAVINGS CULTIVATED INTO TOP 8" OF ALL PLANTING AREAS. 2. HUMATE -PLUS GRANULAR SOIL CONDITIONER BY "TRI-C". 3. COMMERCIAL FERTILIZER - COMMERCIAL FERTILIZER SHALL BE AGRIFORM 18-18-6 COATED PELLETS OR EQUAL 4. SOIL SULFUR - SOIL SULFUR SHALL BE AGRICULTURAL GRADE. 5.POLYMER - POLYMER SHALL BE A SYNTHETIC ACRYLAMID CO-POLYMERS FORMATION AS MANUFACTURED BY TERRA SORB. 6.MULCH SHALL BE A MINIMUM OF TWO INCHES OF 0" - 2" AGUINAGA FOREST FLOOR. 7. PLANTING TABLETS - PLANTING TABLETS SHALL BE 21 GRAM AGRIFORM BLUE CHIP PLANTING TABLETS. 8. PLANTS - ALL PLANTS SHALL BE HEALTHY, OF NORMAL GROWTH, WELL ROOTED, FREE FROM DISEASE, INSECTS, INSECT EGGS AND LARVAE. THE ROOTS SHALL SHOW NO EVIDENCE OF HAVING BEEN RESTRICTED, DEFORMED OR OR BOUND AT ANY TIME. VARIETIES AND SIZE OF PLANTS SHALL BE AS STATED ON THE PLAN. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION BY THE OWNER OR HIS REPRESENTATIVE ON THE SITE AT ANY TIME BEFORE OR DURING PROGRESS OF PLANTS SHALL BE REMOVED FROM THE SITE IMMEDIATELY. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT PLANTS IN CONTAINERS ARE ADEQUATELY WATERED. 9. PLANTING MIX - ALL SOIL BACKFILL IMPUTS FOR TREES, SHRUBS, VINES, UNLESS OTHERWISE NOTED, SHALL BE PREPARED SOIL CONSISTING OF 40% NITROLIZED ORGANIC AMENDMENTS AND 60% SUITABLE EXISTING SOIL. PLUS POLYMERS PER THE FOLLOWING AMOUNTS. 10.ALL SLOPE AREAS SHALL RECEIVE EROSION CONTROL JUTE NETTING BLANKET. (GEOJUTE 500 MESH/NETTING TYPE 3.B (SOILSAVER) MYCORRHIZAE SPECIFICATIONS. CONTRACTOR SHALL APPLY TRY-C' ENDO 120 ARBUSCULAR MYCORRHIZAL INOCULUM AT THE FOLLOWING RATES APPLY AT 1 1/2 LBS. PER 1,000 SQ. FT. FOR ALL LANDSCAPE AREAS TILL INTO SOIL W/ AMENDMENTS. FOR BACKFILLED BEDS APPLY AT 5 LBS. PER CUBIC YARD OF MIX. CONTRACTOR SHALL ALSO APPLY 'TRY-C' MYCO PACS PLACE INDIVIDUAL PACKETS ADJACENT TO ALL SHRUB ROOT BALLS AT THE FOLLOWING RATES. 1 GAL = 1 PACK 5 GAL. = 3 PACKS 15 GAL. = 8 PACKS CONTACT TRY-C 1-800-927-3311 FOR SUPPLIERS. C. INSTALLATION. 1. SOIL CONDITIONING (NON SLOPE AREAS) THE FOLLOWING APPLICATION SHALL BE MADE PER 1,000 SQUARE FEET OF AREA AND SHALL BE THOROUGHLY CULTIVATED INTO THE TOP 8 INCHES OF PREMOISTENED SOIL: 4 CUBIC YARDS ORGANIC AMENDMENT 20 POUND COMMERCIAL FERTILIZER 100 LBS TRI-C HUMATE PLUS GRANULAR SOIL CONDITIONER (AREAS WITH SLOPES GREATER THAN A 3:1 RATIO ARE EXEMPT). 2.TREE AND SHRUB PLANTING a)EXCAVATE PITS WITH VERTICAL SIDES FOR ALL PLANTS, SHRUBS, AND TREES. PITS SHALL BE 1-1/2 TIMES THE DEPTH OF BALLS, AND TWICE THEIR WIDTH. b) TERRA SORB AG POLYMER SHALL BE ADDED TO PLANT BACKFILL PER THE FOLLOWING: 1 TABLE SPOON PER 1 GALLON PLANT 3 TABLE SPOON 5 GALLON PLANT 4 TABLE SPOON 15 GALLON PLANT 2 TABLE SPOON 1/2" CALIPER OF TREE TRUNK FOR SPECIMEN PLANTS LARGER THAN 15 GALLONS. UNUSED EXCAVATED SOIL SHALL BE DISPOSED OF OFF THE THE SITE. SIZE OF CONTAINER NUMBER OF TABLETS WEIGHT GRAMS 1 GALLON 1 21 5 GALLON 2 42 15 GALLON 6 126 BOXED CONTAINER 10 210 d) PLANTING HEIGHT OF SHRUBS AND TREE CROWNS TO BE 1 INCH ABOVE FINISH GRADE UNLESS NOTED OTHERWISE ON PLAN. e)COMPACT SOIL AT BOTTOM OF PIT AND TRAMP FIRMLY. FILL SOIL AROUND BALL OF PLANT USING BACKFILL AS SPECIFIED AND WATER THOROUGHLY f)IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT DAMAGE FROM WIND AS DETAILED. g)GRADE AREAS AROUND PLANTS, TO FINISH GRADE AND DISPOSE OF EXCESS SOIL. h) WATER - IMMEDIATELY AFTER PLANTING, WATER SHALL BE APPLIED TO EACH TREE AND SHRUB, IN SUCH A MANNER AS NOT TO DISTURB BACKFILL OR MULCH, AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. (SEE PLANTING DETAILS FOR VARIATIONS FROM ABOVE.) 3.GROUND COVER AREAS PLANTING PITS FOR GROUND COVERS SHALL BE 4" X 4", OR ADEQUATE TO ACCEPT MATERIAL FROM FLATS WITHOUT CRUSHING OR DEFORMING THE ROOT BALL. PLANT AT SPACINGS AND IN AREAS INDICATED ON THE DRAWINGS. SOIL SHALL BE FIRMLY PRESSED AROUND EACH PLANT, AND THE EXCESS SOIL REMOVED FROM THE CROWN. EACH SECTION OF GROUND COVER SHALL BE IMMEDIATELY WATERED UPON COMPLETION OF PLANTING, OR WITHIN ONE HOUR. 4. MULCHING OF SHRUB AREAS CONTRACTOR SHALL APPLY A MINIMUM OF TWO INCHES OF 0" - 2" AGUINAGA FOREST FLOOR TO ALL GROUND COVER AND SHRUB PLANTING AREAS AFTER COMPLETION OF ALL PLANT INSTALLATION (ONE CUBIC YARD COVERS 162 SQ. FT. AT TWO INCH DEEP.) AREAS LESS THAN ONE INCH DEEP AFTER SETTLEMENT FOR ONE WEEK SHALL BE REMULCHED TO ACHIEVE THE REQUIRED 2" DEPTH. 5. 60 DAY PLANT ESTABLISHMENT, 60 DAY MAINTENENCE PERIODS. ALL PLANTING SHALL BE MAINTAINED (BY CULTIVATING, MOWING, WEEDING, WATERING, FEEDING, SPRAYING AND PRUNING) FOR 60 DAYS AFTER COMPLETION AND ACCEPTANCE OF ALL PLANTING. ALL SHRUBS AND TREES NOT LIVING AFTER 60 DAY PLANT ESTABLISHMENT AND 60 DAY MAINTENANCE SHALL BE REPLACED. A FINAL INSPECTION SHALL BE MADE BY THE OWNER OR HIS OR HER REPRESENTATIVE TO VERIFY THE FOLLOWING: HEALTHY, PEST FREE PLANT MATERIALS, VIABLE WEED FREE GROUND COVER AREAS, STAKING OF TREES, ETC. SHEET OF CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENTNO.DATE DESCRIPTION OF REVISIONS OCEAN BOULEVARD APPROVED REVIEWED: CITY PROJECT MANAGER DATE PATRICK ARCINIEGA RCE 70740 REVIEWED: DESIGNED: CHECKED: DRAWN: DATE: NAME /U s e r s / d a v i d p e d e r s e n / D e s k t o p / 2 0 4 2 P l a n s h e e t .d w g 0 1 / 1 4 / 2 1 - 7 : 3 1 a m R-7007-S C-7623-1 DAVID PEDERSEN 10 7-6-21 1-30-22 7-19-21 RECORD DRAWINGS These Record Dra"\Mngs have been prepared based on information submitted, in part, by others. Whi le this information is believed to be reliable, City of Newport Beach is not responsible to its a~uracy, nor for errors or omissions ,M"lich may have been incorporated into these plans as a result