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S,_;U,,' LOC-'/Utr /'US d:.. .Ji-';..,~()\:::.:,, ::;'Y ~,--;:: 5'0:JY r;:-''-I I,1-1::,1 .... !: S~~uc;-:-u~E.. 1/ ,::,·;__uJ:; •C: s-~cI,:;,, ''()S-~::-t'J00,;:;,~0 CO '~1 iUCUS G.:>::,9 ... • /'-':.· C/,'::E;:.•--; 7",---1:.--: CO, ST=?!JC7" .,:;,· ,I(]:' .-' -I ,....·E:_ I ''IC '.','iii-! ..., l...C', •Gi-l)J,'/1-:.... t<=.'".:~y 15 ?:::.,7,',','/l~D ,,1 -J-1,',1-Y i,' .... 1S ,i; •TE!"?SU";T,'01 .IS s·,-oe·: JPJ./1 1 3 .... c:;.:r::...!... :..--oJ.?. ~·u r..'.,C 1UT/::s 1• :1,--:,, , .. : ''t:::.!:... I ;-?,'Gh',: Of-i,i,:..l ,15 7"0 2:: ;'L.:.c:::.J :.., ',) co: ,1,:,~·cT::D u, iD=-R o ,,., r: ·, .; PUBLIC l'.'ORgs DIRECTOR RCE. ('16791 DATE. UTILITIE.S 1.!Al-!AGE.R \ ( NOTICE TO CONTRACTOR ~//SP.' G U'.'D!:'CG/?01__.,',\:D Sli?UC/1....,'·?CS RCE {25553 ,JJI.OlJii' J i-/L!..S I 'D u1:.'~,'•S10US ... ':,;;) Si--'-,' I R~Pce-..- TC ',',::_ CO',",'!:).:c~·.:~tc c=-.'.C·.~:< :--r'E E/ISI E1 1e,:::... ,JI 1u ;__cc~.1 .1Cd Ch ,:.,1.1y U1JJi...NG:;'OI.Y.':.J u, 1u, Y rlPc::.-u,~ s 1 ,~'uc I U!,'!:.S NOTICE TO CONTRACTOR so,.,,,=:. C7"0:::: s:....,· ... 'L:.... P'-':...sc ... 'l ... L 1.-0-=?-'< o,. ;f--::-· TC ,',' ... \,1:,1/-<i: I .... ccz.ss TO C,'-'LiC::Ch' .. ~.2 0,"J~,;::Jy :.T Oi)eu -~· co, '51 ,-;,UCT;Q/ I /1 ,c:...UJ,: ,:; :.:::::-:: JS SG -S 20 CONSTRUCT 5'-C TRM,JS/TION FROM 8" CURE & GUTTER TO 6" CURB & GUTTER TYPE A PER CNB STD 182-L 2 EA 21 INSTALL 1 SIT OF PVC (SDR35) SLEEVE (2-4", 1-2"), 30" MIN. COVER, EXTEND 12" MIN. BEYOND CONCRITE !FOR ITC.) 14 EA. 22 REMOVE AND f?EPLACE EXIST .. A.G. & BASE IN KIND PER CNB STD. 105-L-A 7,175 S.F. 23 REMOVE AND DISPOSE OF EXIST. HANDICAP ACCESS RAMP 1 £A 24 ADJUST EXIST. GRATES OF CURB INLIT TO GRADE 1 EA ,1 25 GRIND EXIST. PAVING DOWN TO 0.1' MIN. 1,000 S.F. U 26 SAW CUT, REMOVE, & REPLACE EXISTING SfDEWALK IN KIND PEF? CNB STD 105-L-A 470 S.F I! 27 fNSTALL PRNATE/PUBL!C SIGN 1 £A 11 A 28 PROTECT IN PLACE EXIST STREIT LIGHT CONDUIT 600 LF H ffi 29 CONSTRUCT O" CURB PER DCTAIL ON $HECT NO. 4 140 LF 1 --1 t--+----~-----~----1~'.\<\=TER f/!,PROVEME.~/\~/TS~----------------+----i~~• INSTALL 5·• (PVC TO ACP MOA) IRANSITrON COUPLING 2 £A I 30 31 32 33 34 40 41 42 43 45 46 47 48 49 50 51 52 fNSTALL 8" (PVC TO ACP MOA) IRANSIT!ON COUPLING 1 EA i INSTALL 6" A \t'.\V.A C-900 P.V.C CLASS 200 WATER MAIN WITH BEDDING PER CNB STD. 106-L 2 L.S. ! INSTALL 8" RESlL/ttlT WEDGE GAT£ (FExMJ) VALVE PER CN8 ___ 5TD. 503-=.:.£..---------7 i -D. ~ REMOVE £XIST. WATERLINE TO NEAREST JOINT 2 L.S. l INSTALL 8" A t1/.W:A C-900 P.V.C CLASS 200 v'lA.TER MAIN WITH BEDDING PER CNB STD 106-L 4,245 L.F. i INSTALL 72" /1..W.W.A C-900 P.V.C CLASS 200 WATER MAIN WfTH BEDDfNG PER CNB STD. 106-L INSTALL 12" RESILIENT WEDGE GATE VALVE PER Cl/8 STD. 508-L INSTALL 8" RES/LIEUT WEDGE GA,£ VALV.t; PER CNB STD 508-L INSTALL 6"x4"x2.5" WET BA.(?R£L FIRE HYDRANT PER CNB STD. 500-L 12 EA i 17 £A ti INSTALL 12" HOT TAP WITH 12" TAPPING VALVE (FExMJ) TO EX. 2.4n DIP WATE,1? MAIN PER CNB STD. 507-L 1 £A li INSTALL 6" h'OT TAP TO EX. 6" ACP tt"ATER MAIN PER CNB STD. 507-L -----t--7-----t~EA.c-i<i INSTALL 12" 90" BEND, MJxMJ WITH RETAINER GLANDS 1 EA i INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CNB STD. 515-L 2 EA I INSTALL 12" 22.5° BEND, MJxMJ WITH RETAINER GLANDS _ _ _____ ___ ____ 1 £A j INSTALL 8" 11.25° BEND. MJxMJ \VITH RITl,!NER GU\NDS 9 EA. INSTALL 8" 22.5° BEND, MJxMJ WITH RETAINER GLANDS 7 £A INSTALL 8"x6" REDUCER & REDUCER T/-fRUSi BLOCK PER CNB STD. 510-L-B 119 EA 53 INSTAL.1.. 1" WI.TER SERVICE AND METER PER CNB STD. 502-L 119 EA. 5,1 INSTALL 2" fRRIGATION WATER SERViCE AND METER PEf? CNB STD. 503-L & BACKFLOW PREVENTER PER STD. 512-L 7 L.S. i ----------- 55 INSTALL THRUST BLOCK PER CNB STD. 510-L-A 29 EA 1: 56 REMOVE AND D.'SPOSE OF INTERFERING PORTION OF EXISTING 12" WATER LINZ 2 tA i 57 SALVAGE EXISTING FIRE HYDRANT AND RITUF?N TO CNB. 1 EA 58 ,INSTALL 1" \W1TER SERVICE FOR DEAD-END P.. V C WATER MAIN PER CNB STD. 504-L 3 EA. 59 ,INSTALL 12" 45" BEND, MJxMJ WITH RETAINER GU\NDS 4 EA 6'] INSTALL 8" 45° BEND, MJxMJ WliH RETAINER GLANDS 3 £A 61 INSTAL.1.. 8" 90° BEND, r1JxMJ \'I/TH RETAINER GLANDS 1 EA. 62 ABANDON £X Bn WAT£RLIN£ & PLUG £ND AT BOTH SJDES PER CNB SATISFACTION ___ _ __ ! £A I 63 INSTALL 6"x6" FF.xM.J TF:[ 1 EA i -~6~'-,-~l~N-S~TA~L_L 8"x8" FExFE TEE 2 EA]i 65 INSTALL_l_2" xB" FExFE_IEE 2 1---EA~iLJ,I 67 ,Df:WT£CT IN PLACE EXISTING BOLLARD PER CNB STD. 9 7 7-L 68 ,>?£MOVE AND REFLAc.:-EX1si.wG Ac. ~&0 -·e~,~s~£=1N~K=lil.~D~P~E~R~C-N_B ___ s_T_D __ -,_-o_-5---L=-=A===============================~::_~1__,3so s.c_ ! 69 /NSTAL.1.. TEMP. 2" BLOW-OFF ASSEMBLY PER CNB STD 525-r 1 £A. : 80 INSTALL 12"x8" REDUCER & REDUCER THRUST BLOCK PER CNB STD 510-L-B 1 EA. ,; 81 REMOVE EXIST. CROSS TEE & 8" GATE VALVE AND REPLACE WITH 6"x8" FEx,.:-£ TEE 1 EA 82 SALVAGE EX PORTION OF \'/ATER LATERAL, INSTALL 2" WATEi? LINE & RICONNECT IT TO N[W 12" l','ATLI? 1141N UN[ 1 L.S lj 83 85 86 87 88 89 PER APPLICABLE PORTl0NS OF CN=B~S~T=D~. ~5~0~3~-~L~---------------------------+----+------l~ SAWCUT, REMOVE AND r:?EPLACE EXIST. 9YRB_ __ ~ ___ G__U7JEB.__{f'! __ _[-Ji'!__D PER CNB STD. __ 105-L-A 8 u·:·.J REMOVE & DISPOSE OF tNTfRFERING PORTION OF EXfST, 8" WATERUNE & VALVE 1 !... S INSTALL 72"xi2" FExF£ TEE 1 EA. INSTALL 72" x4" FExMJ TC£ 1 £A .'NSTALL ,;." RESILIENT WEDGE GATE (FExFE) VALVE PER CNB STD. 508-L 1 EA INSTALL 4" AW',t;ti, C-900 PVC CLASS 200 STUB & PLUG AT END, EXTEND 2' BEHIND CURB FACE 8 LF ------- 1"_) ,c;;;--,;;=;-;-;---=--=c;--;==-;-;c==-=;--,---cS_EJ'!E8_11/f_fJO_\,:EUE.NTS~=-------------+---+----;, IL' 70 INSTALL 8" PVC (SDR35J SEV/Di' MAIN WITH BEDDING PEF? CNB STD. 106-L 3,850 L.F, I 71 INSTAL.1.. 4" PVC SEWER LATERAL WIT/-1 CLEAN-OUT PER C/1l8 STDS. 405-L & 4C6-r 106 L.F 72 CONSTRUCT 48" DIAMETER STANDARD MAN.YO!...£ PER CNB STD 401-L 18 £A ~ ::_;,~ co,,:our:s SH0 11.',l,I 0/.1 /i----:'E:.S£ pi_ ... ',NS ,,;,r:;;[ OBJ.'.,',,1~[; BY .L. SF:r'i:::C1----;' o=-lhE: .,l,'.',';__c,e.~c 73 JOIN EXISTING MANHOff (CORE DRILL) AND RECONSTRUCT BASE PER CNB STD. 401-L 1 EA I 74 REMOVE AND DlSPOSE OF l1~fiERFERfNG PORTION OF EX!STfNG 8" SEWERLINE AND MANHOLE 1 L.S, ' F? C p r'/CRKIUG 11//Tt--//N CR,Ji'JGE COUNTY ,=-LOOO COUTRCi... TO T/-fC PLR!OC OF -'\Pt7/L 75 TO OCTOBER ;.= SYRC::T i:.:PiW\•E.1 'Cif·-; ,C.;_,Jt1S 111 .\CCC?D~\NC~ ','.Fi---! 0 C £ ,''..; s--:-\1JD ... 1PD PLl,:'/S I Hi:__ CU/,.' 1 i,'4C 10,\' Sh'...,!...L CGi 1DUC/' CONS TF.'UCTIO:\' OP5:F.' ~ Ti'01' 15 ,',\' SUCH ' ,' 'iJ,1: ,'~R TH~ T SiOR.'.' OR DT/----i!::,R 1,1,',', /EPS i.:-' Y PF?OCC.ED Ul 'it .'T[?~i_,,'PTEC ,.:.L0.1 .'G '":H[1i? 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DOrJ[ SERVICE ALERT BENCHMARK: JK-24A-82 ,7£:CC·?DS TO /f--f[ BEST or OUR ,!{1)01.','LEDGE, T-'ES,E ~RE 1,1,:,, l=/iSTI//G u--;,;__ 1/,i[S :./C:..P I J..S S.1---101'.1,',:' OfJ i.'---i::..--SE ,ci_,:.f,/S i/--!E C');)I,~~CTOF: .'S REQUlftE;J 1 ... 0 -;-~.{0:: T,---;f: PF?i-:C ..:,1Ji.1J,· is;y ,' '' ;,.5!_f q,r:-5 TO PF?OTFCT Th'C UT!i iTf 1' .1r.:FS SH,":',·. '.1:\.' :. ,' ,,i) ,,J,,,r l'r" OTh'F? Ui,1£S .r,,:QT O,=-RECC!PD OR 1/0T SH0\1/f,l 0,J Ti--!ES[ P!.....J-"NS 1T SHALL B[ T.f---f!: co;,1s1,~-C/Cr75 R~SF'ONS!i3lLITY TO NOT!,~' THE O\',:NERS OF THE Ulli_.1Tl[S 02 STRUCTr...;,r:;;cs C:J,i,/CER1 ,;i") B[FCRF STARTING i'/ORK (;0NTR4CT(;F! FUi?Th',=-P .:'.,SSU,' !.=-s 4LL L/:..,e;:.... 1TY ,..CJ/D RESPOr,,IStB/L/T'( FOR TH[ UNOERGROU,'\.'D U/i[__fT'( P/r'JE'S, c:o. :'Dl_1,1TS O,~ ST'<;UC--:Uit[S Si--!::)l"t,,1 OP tJU"I S.l-;0\1/N ON !Ht.St. PUt)S NOTICE TO CONTRACTOR -':,01/T?;J,CTOit i,GREES TrJT i-:E Sf----lALL ,.JS$1___,',\A[ SOLE ,~t,.10 CO-',:P;__[_T[ F:CSPOI IS,'81!...iTY r-o;;; JOB SIT!: CONC,'T,'C),',)$ DUR/( 1c; TH£ COL,':~SL c,,c CQf,iSTC:UCT/0/.i er Ti----fiS ,cROJECT, INCLUC/;'.,:G 5.:cr::riY o,::-,--\LL :::;-a:;;sous J.;,:0 C.ROP[R:'' T/-;',C,/ Ti---115 REQU1F?D.:ENT Si,'.C.L:... ...,r:pL Y COiF1!/UOUSLY A.r 1D NOT 9£ i_.,','JIT£D T'J NOR.,\!t.L \',OF!.l<ti 1G h'QUPS ,,f./{) Ti--!,'T Ti-:'F CON/R.'1CTO,'? Si--i \I_L DEFEN!J, 1NDE,'.,',\1/,::-y .-\;,,r,, HO/.D T,u!: OWr,'CR, Tl----:c [i',_iG/N~EF., ...,1,:!J Tl--/[ C,ITY or r'-'Ct''/"'Of'?T B[...,Ci---/ /--i.:'..,1-:!_r :LESS ::-R:;,:, ;,, .'t AND ~,;__1_ u::..EtuTf. F.EAL Oho.' PI...!...ECED, i'i I cc;.1,11-1:::c'TiOr 1 1,:11Jf--:' ThE PERFC•,:::;;,.:,. ·NSE o,::-1\-'0i?K Ot'-i THIS PROJECT, L'O:C:::Pn,\:G =-o.R i__,'.J(J1!..ITY 4,i~CU<G ;:po:.r SOLE. ,'IEGl...iGEN-:::E o,::-01·. i1/Ef;:_, :_,11(/1t--/t.L,_,,', or: ih'i:.. c11Y u,,-r.1t 1:.'1;oh'i b'i.'4CH NOTICE TO CONTRACTOR ?URsu;.u/ ;o ,..'.,SSF,\~E/ )' 8,'/ 1 F"0!..L0',1/!i1G IS r:iz.q,co9,'.,'£D 2 U/.1DCRGF::;OU1\1D ,'/,,'QU/F.'Y ID/ _____________________________ _ T,t...,'E '.)I 1D[PS!Gt, ED AGi'-?££SS TO CONT.~CT Af,10 08/t..!N ,..1,/,/ rr,1,']U!:?Y ,JN!J~?G,~OUND SE,'t'.'/~:£ 4LfF?T (1-BOC'-~22-.-;; 33) ..1.T L£..>.ST Ti': 0 Pi?IO,? TO 7}-fE CC-,1,','.\'ENCEl.'.Ef 1T OF EXCA 1/JT/ON S!Gi-i[D PRIVATE STREET NOTE: ID;. F"i?O.'l (2) o,~s "Ji---iE PR/V!l.TE STREETS C01\iST.C?UCIED tJi!THIN Th'.1S TR4.CT t,.Jf:.r'J SHA:....L 9£ 0\1'/'.IED, CPEP . .:..TED A.i,fO !i.f;.INTJ,.fNED BY THE DEVEL01~LR, ,w15 SUCCESS0.9S O.R ASSIGNS Ti-f£ CITY OF r,J[WPOF?T BEACH SHJLL HA'.E t,.':J R[S,DOf✓9B!LTY Tl-i[H[FORE Ut,/LESS PURSUt.NT TC! APPROP.91.1. TE SECT1C.r,,15 OF THE ST,C?[[TS ~1\1D HIGi,'WAYS CODE OF /HE STATE OF CAL'rDr?,\1/A, /,YE SAiC 1":]Pi\lM/E STREETS .w.1.·vE 2[[f,J ACCEPTED fNTC THE CJTY RO:J.C S'fSTEI\' B'r' APPROPRit. T[ R[SOL: .... ft/01\i CF Ti-iE C!TY CF NE\'/FOHT BEACH BASIS OF BEARINGS: TWO WORKING DAYS BEFORE YOU D\G "CAUTION"; Remember that the USA Center notifies only those utilities belongins to t:,e center. There could be other utilities present at the work site. The center will inform you of whom they will notify. HORIZONTAL CONTROL BASED UPON CAL!FORN,'A COORDINATE SYSTEM ZONE IV VER Ti CAL CotlTROL BASED UPON 8. M NO. 3K-24A-83, ELEVATION = 76 967, ADJ. 7976 TH[ BEARINGS SHOWN HEREON ARE BAS[D ON THE BEARING 8=1W[£N O.C.S HORIZONTAL CONTROL STATION CPS N0.6281 AND STATION GP$ tJ0.6253 BEING N17'00'12"E PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOi? 1 !v1AP DATE IDENTIFIER ' DATE OF LATEST CHANGE TO THIS MAP • ._I _0_9 /_1_2_/_9 6 __ B_Y_: _B._S_H -__.I DATE OF I 09/17/96 CNB MSL DATUM OF 1929 SOILS ENGINEER: LEIGHTON & ASSOCIATES 7 7787 /RV/NE, COWAN CA 9277 4 CONTACT: ROZ MUNRO (714) 250-1421 OW!✓ER/DEVELOPER: TAYLOR WOODROltV HOlv1ES CALIFORNIA, LTD. 24461 RIDGE ROUTE DRIVE LAGUNA HILLS, CA 92653 CONTACT: ADRIAN FOLE.Y (714) 581-2626 STORA!/ DRAIN SYSTEM TO BE PRIVATELY MAINTAINED. SPECIAL NOTE: 75 INSTALL 4" PVC CHWNE'Y SEWER LATERAL W!Th' CLEAN-OUT PER CNB STD. 405-L, 406-L & 408-L 14 £A --1 76 ,0ROTECT IN PLACE EXIST SEWER LATERAL 50 L F. 1! 77 SLURRY CEME/\'T & PLUG BOTH SIDES OF EXIST. 8" SEWER MAIN LINE 1 EA i 78 ADJUST EXIST. MANHOLE TO GRADE UPON COMPLITION OF PAVING 1 EA. 1 -79--R~E~M~O~V~E-A=,~,v~~D~,,~-p~o~S~E~=a~F~~IN~T,~E~R~FE~R~l~/l~G~~P~O~R~Tl~O~N~~O~F-6~'' ~v~c~p~~SE~W~E~R~-LA·=,,.~.~RA~L~~&-~C~L~E~~.~N~-~O~U~T~------------------+---~1---+-~L~.s=.-< 722 BR£4K INTO EX SEWER & CONSTRUCT 60n DtAi)filR DROP MANHOLE PER CNB STiJ""403=-L-----2 £A 1: 123 INSTALL 6" PVC SEWER LATERAL WITH BEDDING PER CNB STD. 106-L 106 L.F. 124 CONSTRUCT SEWER CLEAN-OUT PER CNB STD 400-L 2 EA. 125 INSTALL 6" PVC SEWER LATERAL WITH CLEAN OUT PER C NB. STD 405-L,406-L 37 L.F. t STORM DRAIN 111.PROVEME.NTS 90 CONSTRUCT 1/J'" RCP (SEE PROFILE FOR D-LOAD), BACKFILL PER CNB STD. 106-L 250 91 CONSTRUCT 24" RCP (SEE PROFILE FOR D-LOAD), BACKFILL PER CNB STD. 106-L 805 L.r. I •~ LF. I cc 92 CONSTRUCT 30" RCP (SEE PROFILE FOR D-LOAD), BACKFILL PER CNB STD .. 106-L 686 L F. • -C-::: r-==--i--==·===-==-=~.,~~=~~==,=====,=,~=,,~-==-c.~-=·===·=-===-~==-===-,.-.,,----------------------------+---.-=--+-.-· =•----l! Li.... 93 CONSTRUCT 35'' RCP (SEE PROFILE FOR D-LOAD), BACKFILL PER CNB STD .. 106-L 207 L.F. i re f---9'°'4=-+-c"o".v"s"'T'°RCCUCCc=T~,cc2"'"~R~C"'P'-'-(s"E'°[c-,Pc.cRccO'aFlc-LE"'F~O"R~"D--7LOC-ACCDCC),~""BCCAC"K~F"'ILCCL~~p"ER=~c"N7.8'°"s"TD"'.-=10"6"----fL~-----------------------+-----f7='oc'c6~-+~L~.Fc--. '1·11 ~ 95 CONSTRUCT JUNCT/ON STRUCTURE n'PE I PER CNB STD. 310-L 14 EA ~ 96 CONSTRUCT JUNCTION STRUCTURE n'PE I W/Th'OUT MANHOLE PER CNB STD. 310-L 2 EA I Q r-9=7=-f-~/N's=i=A-LL'~B~R~1c=K--A=N-v==1.-,o=R=r=A=R==p-w=c=-A'T=~£'N=D-=r1·p=f,---------------------------------------------------+----1---f--£,A.-l!1 == f----f~-f-"-~"~"~'"~---="""'=~c.~---'-"'~,.,.~,~c;;;_c~-:c;.-=,=,-==-~-------------------------------------J---c---t--;:.c-1; ~ 98 CONSTRUCT CONCRITE PIPE COLU,R PER CNB STD. 313-L 1 EA. _ f---.1°00"-+-c=o"N"'S~J;~R~u~c=T 'C~A"TC"H"'B~~~S"'IN'"))'."P~E''O"L-P"E"'R', 'C"N~B-S"T"D'. 'J"0=6'-'L------------------------------------------+---~19=--+-EA.=~---fi, ~ 702 CONS1RUC1 21" RCP (SE£ PROF!Lt:. FOR D-LOAD), BACKFILL PER CNB STD .. 106-L 1,094 L.F. '-' 103 REMOVE AND DISPOS£ _O~ EXIST_. _C_ATCH BASIN & /Ni£RFERING PORTION OF STORM DRAIN PIPE 1 LS. i t 104 REMOVE AND REPLACE EXIST. PAVING PER CNB STD. 105-L-A --____ -------.... 310 _____ E-__I (~ 106 CONSTRUCT 12 PVC (SD,f?35} AND PLUG E""N"o•-----------------------25 L.F. i 108 INSTALL 12x12 NDS AREA DRAIN 4 EA. 1 II) >- 107 CONSTRUCT 12" P'✓C (SD,935} 70 L.F. i 109 I CONSTRUCT JUNCTION STRUCTURE Vi (CASE 1) PER OGEMA STD. 1315 2 EA. i 32 110 CONSTRUCT MANHO!...E SAFFTY LEDGE PER DETAIL ON SHEET #2 1 EA ~ "'- 111 CONSTRUCT MANHOLE N0.4 PER CNB STD. 308-L 2 EA. i 12: iT \l"ILL BL !h[ CO/·.,!/Rj,CT0,9'S i?ES00/1iS!BIi.J!Y TO it.fSC,T?iB[ Ti:'[ "s", "1'/', "Ar.1--/' At\10 ''RI:/' .J.S F?EOU!P.CD BY s~1.1E,~, t/:J..T.CP -'_r\10 112 CONSTRUCT JUNCTION STRUCTURE TYPE Ill PER O.C.E.M.A. STD. 1312 !USE TYPE 'I CEMENT)----1 EA. ! ':'.) L~~=~L-~~~=~~~~~~~~~~~~~-=~~~~~~~~-~~=~~~~~~~~~=~~~~~~=~=~-~~=~~===~~~~~-~-==~==~~-------------------~----~---L==~---i, II G ! [l/ I L_,j 0 9- R.CCLlt!v.'£D WA/[,i:r ,\\Ji.CS ABOvE TH~ LCtTCPS c:.r,,i 1\IQT EE Ch'.'S[L[D i.1•.1/0 EX.IST!UG CL,'.RS h,"J'J GU'TT"ER, B!)T /,,'UST eE STA/1:P~O i,\' l,\1£T COUCRLTE \i/.lTH h STA:,:P .AS APPPO',,ED BY n TAYLOR 1NOODROI I/ 1--101\:[S R£PR£S£!-1TAT/\/£ O.C.E.M.A. ENCROACHMENT PERMIT NO. ']5-00565 0 CE lvi .. J. .:i.PFF<.'Ov'EO PL:J.f,JS DO NOT R[!....1£\/£ COt)/RACTOH/DEV~LC!PEF~ RESPONS.18/L/TY TO 08;"),/N PUBLIC PROPCRT( PER:1 ,'IT l1.1H1Cf--i Sf---LJ.L!_ BE i\1/1\j!__/\8;_[ 01\f iHE JOB j-\T /\Li_ ;///ES (,'110?r.: iS B~/f,)G !-.C'::'J!v!Fi....lSHEC ,If✓ Ti-IE PUOi...lC RIGHT or· f'f'.liY ENCROACHMENT PERMIT NO. A NON-STANDARD ENCROACHMENT AGREEMENT IS REQUIRED FOR AREAS WITH SPECIAL PAVING OVER THE WATER AND SEWER MAINS AND APPUR- TENANCES BETWEEN THE CITY AND OWNER. JOB ADDRESS 900 DOVER Dfri'VE C/TY APPR01/ED ,nLAr,,rs [.0 NOT RELIEVE CONTRACTC.R/D[V[LOFLI? rRCJt,1 HESPONSJBi!....!Tf TO OBTA/1\1 PUBLIC ,0 ,ROP[.~·TY PER1\.f.lT W.1---1/CH Sh'ALL CITY Or NE.WPOFiT B[~CH PREPARED BY: IT 1 DJ._ 'J .tlV'J'vtSOZ,cer ~~ JSSOOtO:.t:"GS Irvine, Inc. a/30/95 E P Hi:. .1,V!.JLAHLE 01\i Th'E ,)OB AT ALL TIA:ES WORK IS BE.WC /1CCOJ. ;,u!_JSHf-1) IN 1,1---;1-rUi-:!1 IC ?./GHT OF \VAY eEdSED !ND[X u: . .,r:: o. N Si-!/ 2,cu,::;:2/P,lOTi!...£ Ad " Jn,, ,,...,,.,,.TrCT1'R'' P\·"1-o-r.,I 5,,-~ C"l"I &U:nL)u/,K._,HIC v,f-11... ,l,/, tJ.:..,L r;/'--:- 5I1,c 1'1'LK I nr-•.,Tfl/" O'✓ ,......HT',...... c. 70 ,!.),_ ,l,°'1 , -V'..-,---1 __,,,'', J ..:) ,, ..:) ...,-!P/~ SEW£,=? 0,1,.,: S.L/T'S 1 7 & 1 IA ADD SHT 1 ;A ~!>.: DES!GNED: THIS Plt,N IS S G'~D 8" TH:C CiTY C"" ~i~'.',?ORT BE.".CH :=m cc,.:CEFT l'.ND AJI--E:Ri,-SCE TO CITY STN-!DARCS r,'sD REQUIC.E>1E'sTS -----,E CITY IS t-lOT RESPJ'lS'BLE FOR DESIGCl t,SSU'l='il'.J'sS Nl'J AC:URACY UT I LIT.I ~:i,...J.+~£.'? __E-t-F"---,!: 2.::,.:,.::,..5 TRACT 15012 UPPER CASTAWAYS , -:l GJ I iiS I >--u Planning·Engineering·Surveying NID Rl:V:S[O OUsN,ITt[S STREET, SEWER, WATER & STORM DRAIN ;'; Three Hughes, Jruine, CA 92718 (714) 58S-10to, •• •:_i~'''.'"/_:''::6J_'.B:'...'._'J.!/i\~1~L-''.:~'.:[_:''.:0..::S'.'.H~T_'.F:_'.C'.....'.:B'....'.c/:_'1_:7_·_'.i;'.'_,_:_R~F_:\_'_:_l~A'.'.T_.:..4:.=_:1 __ j;,q.f,(il'',l"!"~!i'ii''c'T"'!'/:,''j'~''~":"'"',.0i'"j,'~'~c,...~-,7,,7,,f."'"-"---''"'""°;----------------------T---------'J:i 1 ~ 0 a·, ~ D[S'G'V[O: '1°~_'.'._'.VN· '1 CITY OF NEM'PORT BEACH TITLE. SHE.IT ~I ~ ~ ID-4/[ [ESCRIFTiOi'Y AFF'D O.N. V,V, II VJ f-----------------:I--L-.1-....1... ____________ ..1_ __ 1-7c,;-.H;;:tc7""1711t_"fJ-:l:-;-;o,7~177t ___ l PUBLIC WORKS DEPARTMENT ,-----~l,'1 FRE.IDOUN GRAYLE.E. R[C 49118 E.XP. 09/30/96 REVISIONS K.M.S 10-20-95 SHE.IT I OF 31 I\ \ OT\ 1:2\ 150 12\ 1/.,'r'\ T.'T!_[SI IT I z C < OJ m JJ CJ JJ ,~ < < z G) ~ Cl n iJ __J 0 JJ l> :;§: z GJ z C $'. OJ m :0 CJ II ~ .z GJ I \ I \ /A INDEX MAP 1" 1 00' ( :J,:-. ::· • .,. ·:- • ' ' ___ :;-'· ~.,,f'J.? D.~~,1.:. m3'm:=r~ri LIAk or LATE!>T CHIJ,;;,: T;:: THS ~W' I CJ/05/86 EY: O,N, W.TE Of il-,'S PLOT I o::.,zo::;zoo I ~ '-<. ~ s. z; NO 49118 ~ ~ G:p. 9/30/86 fti ! I r -----------------. ---~---------- F.zFFI::::t!~ FE.F. EXIST I 2" 0,'P ,',',/PRC\/ PLi,~j r0.,-,::;r ,1221. t1n:·po,~r efj\Cf--1 (-:; /~,~/ /.! 0.' 82) N'LY R/W tz LEGEf\JD SIGI i I 11: f I CIC-TC:S STR[=~ & 0 □ 0 1:::. S!OHi' IH',11 I SHEET I lUi 'BER II :crCLTES TRAFFIC S'-EET I :·_[ABER I/ PC Ii !T Uf-COi'll·llC I !CH I SHEET INDEX Ii IDE l,lrP a DETi-l_S STP.[[T & STREET, SE\',1ER, &: \'/i\TER li.lPRC\/EI '.ErHS LOCt..,L ::::::PRESSIOr l 16TH STREET •• -S~CTIOi IS i 6TI I STREET -RAFc'IC SIGl'L~L C4ST0-\','/1YS LAI-IE (PUBLIC) _IGHT ~I i\l, SHEET NO. 3-4. I G 5-9, 11-13 14-"7, 29 2C 27 28 3C 31 6' PUBLIC WORKS DEPARTMENT DIVISION PREPARED BY: UTILITIES COi :ST 79' 29' 29' r:: r f:,J'l' \l "D~ N TS S CURJ & GUTT[~ JP TO ST-. T·IE REi :er :11 IG ',' G" CUC:3 L .-ALUM. EXPANJEO r.JETAL -WELD ' ' , , I 0 ·-------' .' - ----~11-' ' ' ' ', N ·-·-·--·-·- . ·- \ ' -'- // '"'"-WELD b I N L 2" x 3" AL.UM. SQUARE STE? PER STD. 1507 S'LY R/W 10' 5+L4 37 EC (FLE?UC ST) I~~ :T[R (P~l'./.:.TE Sl ) ~ WELD E" O.C TYP. ' TO FRM,1:: .~ ALIJt.11:,.JU111 EXPANDEC ~-:-~i--~':·~, METP..J.. 1-. ;~~'~ L 2" , 2" , 1/4" Ii", ALUMINUM I 3" ',, 3/8"0 PHILLIPS t,!IN-~E~ B~~~c.Aicr_§fRS NOTL: FROM ALL ENDS. 1. PLATFORM OPENl~~GS SHA!...L. BE AT 12 FOOT INTERVALS 2. OPENINGS IN PLATFORt.fS S~ALL BE STAGGERED AT 90" . 3. MANHOLE BASE TO BE 4' MIN, MANHOLE SAFETY LEDGE DETAIL REF O.C.E.M.A. DRAINAGE DESIGN CRITERIA & AIDS, TABLE P NT.S / CURB FACE_/ --=·:)Q''OJ'CO" 1·1=-163 2'J' L --=756 :3.7' ®1--t_ill_11 _[;=.,'cc\ '=c='=' ·'='c.-=l!.=· C.c..cc:TI:..:Ll='=~=8:.__:::"=' '·=t=· i'=-:D=" c.' ------ ~ DELETE HERRINGBONE PATTERN N TS. FROM STANDARD DETftJL P/1 5 7' P/L 15' r;,_ CfrG Hfill\.112,,~ C/"· 1-f'l ,--Q '0'Tlli7~'-.:-7 ..... , 0 1-·1"" I l'j""7', -~ ,L..1 \., ,:,,;,....,,:_i'(J.._,,L ~ '--~ ... -.. ~ NTS 55' iB D.5' ~----------------'-------'--------~'-CURB Fi~CE lj' • I ;::I -,~ ~ ~ ~ .·• ..... I ,., JI 9 j' LcuRa FACE ---------~..c..-w---------- • UNLESS SH'JWN CN PLAN VIEW 2" It I N T.S 9'-o' G L,j i r.:i I- Q C) ):; CJ I -~ z _m 0 />. " 0 ~ ~ L C ~ OJ m ::0 P<------' .. r, l::, U\ ~ ~ -(_ u, £ ~ ~ 0 ::0 ~ < z GJ z C s:: OJ m ::0 0 ::0 @ < z Q z C 7 ~ m m JJ ►~----~ ) 0 ::0 t < z (j) ! i i 70 CB=3,5oz) 62.83' .C. 0) <D <L> <D ,-... ,-... <D <D "'' • °' 14 • ' u m 0 C, "1 Ol C(J " • ' + ~. 2.00% ' 1.08% 0 ON ci " . 0 a:i . + lO r') 40% 1 8% u 9.21' o:i O.C. 1.41% 23.20' o.c. (TYP.) 1.25% % 0 ON 0 "1 • l{) • ' +R ... PROF.IL£ OF: P cJ.POSED. N'LY CURB 0 C() o- 0 - 0 " + "' 0 Ol" 0 .,. u-i.-.'. N r--+ "1 1.34% ' . 1 R=1.25% • -- 70 ! FINISHED s0RFACE OVER (t STORM DRAIN -' . I ---1 ' ·-- -• ~ • , ' ' i I. ' ' . PLUG END OF 18"RCP lt----------+--- 3 -_.o_:.,-_1: ______ L . . . ~l---------t----1-R-O_P_.o_s_E_D_F_1N_1s_H_E_o_s--t-R-F,_A_c_E_c_E-,=:,r~-E_R_~-h.~iX--~1-;cCt:;....p_,,:.-J-::-:-1L_E-'-. _ ___,03·h,:r-------';::~Ha,ss-----· ~ I 1 • o o <.0 i-,:o li) . c:i n u-i w 2 o oi , ~ ,_,,~---LIMITS OF GRINDING O O .--lf) O tn:2: <o IV) , u, 0) ' t'---cri • • tI1~ + ;:.0 • V 0 g n .~ ri O r---N Cf) X . 4 oi ' + t.O ' + t.O --av , • o ....., ci m ~ . o CO , + lD w:r.: C\I I.Cl , t'"l • t'0 v-W N ,-... . LI - -! ~,,_, --,._J J ~'l ... y ' ._o 70 o·.---. ~ .,. <Xl oO 0 ,,-; a:i <D r') 1-. + z -w :;; ~ o__ ~ l . t e 0:: <..i w 0 o~ . "1 • Ol N ,-... . + ~ -- m u "' ' "' t:; CO X <Xl w + -8' 0 . ,. ; ..... . + ~ .± (0 I") ...,; :::'2: ~ OJ ' ~ ~ + t; _._, ,., ~ + 8 r--: + r;; N N <.$1 • f""Jz +ID N (3 N <D lr: 1.16% __ l l 2% OB%. ----_-:-:-~ -• % 2,60% ' . ' • D r• ~ -:::-:::; .,. . + ~' EXISTING ::!SHEJ . . SURFACE AT . . 1.52% 0 o~ ,0 -lO Ol -+ :g N- 1.40% 1,2 % n II 11 11 -----· ----r- S'LY CURB 0:: 0) 0n 11--------'----ti,:~i----'-----{'0·· 1-c"';;.--------'--------j----~-------------~---------------~---- 1 I ----1---- 62.83' o.c. "'/4 " co (63.27) ' FL-B"CF I ~- soi I I i--+--39' _so_·_~ ' I £(2c~fFJ; qRIVE, COAST HWY TO WESTCL/FF DRIVE NEWPORT BEACH, AHFP NO. 46 PREPARED BY O.C. HIGHWAY DEPT. (SHEET 5 OF 11) I ' I I 2 DETAIL A i SEWER CONSTRUCTION NOTES 4 @---INSTALL 8" PVC (SDR35) SEWER MAIN BEDDING PER CNB STD. 106-L ®-=----CONSTRUCT 48" DIA STANDARD MANHOLE PER CNB STD 401-L STORM DRAIN @--JOIN EXIST. MANHOLE (CORE DRILL) AND RECONSTRUCT BASE PER CNB STD. 401-L @--®-::::---REMOVE AND. DISPOSE OF INTERFERING PORTION OF EXIST. 8" SEWER LINE & MANHOLE ~ @--INSTALL G" PVC SEWER LATERAL WITH CLEAN-OUT PER CNB STDS. 405-L & 406-L ~ ~ PROTECT IN PLACE EXIST. SEWER LATERAL .... : .. ---@"l I s[!_;-;__ -SLURRY CEMENT & PLUG BOTH SIDES OF EX. ff SEWER MAIN LINE ... / , @-ADJUST EXIST. MANHOLE TO GRADE UPON COMPLETION OF PAVING ····----1 \ @--=--REMOVE AND DISPOSE OF INTERFERING PORTION OF EXIST. 6" VCP SEWER LATERAL & CLEAN-OUT ~ ffi~ ~ ~~ ~ ::, ~ 0 . ~ ~~ ~ m~ ~ oc Oj '\\. :... Bz!i: ~ --0 I \\\ I : I '"' ~.:." ' ,"\~: t~ z 97 64.18,\ !;al ~: w ' INV ~"--'° :r:' ~f IN26'1 '02"E , JI~ \i ! ,.-{ ~ j-"1 • \60' '.L, UL....-.()'_ • ll ~ • \),,• 19 -t, N z ::, "' "' w w~ <D ::, .c, ~~ ' <D "' "' 0 ::, zu w ~cc N ., z oi c3 ro w + <D .., ,--I I 12" WATER 28 a:i ::n ~ <o N. -~-:--f;;;;;r..J....-'------+--=--R!-''F--,f=<f-;:__..,,oc--±"-r- Ci) x w CONTRACTOR SHALL MEET WITH UTUJTIES DEPT. TO DETERMINE FE SIBILITI' OF RECONSTRUCTION PR OR TO COMMENCEMENT OF WORK. PER REC. R-5074-5 0 " (l) r-r, "' N 0) N 15 EXIST. 55 LATERAL 16TH ST CONSTRUCTION DOVER DRIVE E'L Y RESUB, #218 PREPARED BY O.C. WILLIAMSON & SCHMID (SHEET NO. 1) w -°' 0 ::, . f--::, "' L,,. ) CASTAWAYS LAN£~ a :,. 01 <: ' + -~ lO ,.,, ;'.S lO "' MEDIAN ISLAND SEE DETAIL A HEREON CONSTRUCTION 72 I I / ---- NOTES DETAIL B NOTE: CONTRACTOR SHALL COORDINATE RECONSTRUCTION OF SEWER LATERAL TO CHURCH W/ CHURCH TO MINIMIZE INCONVENIENCE AND SHUTDOWN TIME. 0 0 ® u: ·u "b + ~ 0 ' "' "c .,;u "''o + ~ N ,-----=----7 "' I I 2.0' LOCAL DEPRESSION DETAIL FOR C.B. #1 N TS. CURVE DATA TABlE BEARING/DELTA RADIUS LENGTH 90°00'00" 40.00 62.83 29°02'41" 374.00 189.59 1 0'20' 19" 398.00 71.82 10°20' 19" 408.00 73.62 180'00'00" 5.00 15. 71 180°00'00" 5.00 15. 71 1°46'59" 396.00 12.32 1°46'59" 410.00 12.76 180°00'00" 7.00 21.99 29°02'41" 403.00 204.29 FOR X-SECTIONS OF 16th ST SEE SHEET NO, 27 DE:SIGNE:D: PREPARED BY: THIS PLAN IS SIGNED BY THE cm o, 1--+--+--------------+--l NEWl'DRT BEACH FOR CONCEPT AND TRACT 15012 0 ... "' . ·U "' . w 1n + N TANGENT 40.00 96.88 36.01 36.91 6.16 6.38 104.39 FOR SIGNING AND STRIPING OF 16th STREET. SEE SHEET NO. 28 PUBLIC WORKS DEPARTMENT ·uTJLITIES DIVISION 1--+--+-------------,--+--l ~(~~tJi)~/",0/~~5;~ !';~~~noNs STREIT & SEWER IMPROVEMENTS • Hunsaker & Associates AOHERANCE TO cm STANOARDS ANO Irvine, Inc. , AND ACCURACY. CASTAWAYS LANE FOR LIGHT PLAN SEE SHEET NO. 32 MAP DATE IDENTIFIER 0.0.TE or LATEST CH.lNCE lO THIS w.P I BY:O.N. I Dlo.TE OF THIS PLOT 06/19/96 Plannin_g·Engineering·Su.rveying 'i2-.t.,,,._,/_n,fr.4.-/.,.._ 14/uht. (STA. 1 +00.00 TO STA. 5+44.37) Three ut•• I• ne, CA 92718 (714) 583-1010 1./t:'u,,oi,,soroAA,"'"' '™"' ~~~~-d¾A~~~:J._ __ ..£;,g~~ DESIGNED: DRAWN: CITY OF NEWPORT BEACH -: C. • 11 .c,c. I X'.::::,,,!.__.,~~~~~====• =-~C,~t~'1!J!~(i~C,~ i_:D:::A.:_:~.'.::EL.:B:::,:Y_J ___ __:D::_:E::S::,:C::._:R:.:_IP_:,T::,:10::_:N:__ ___ --:_J:._:AP__:P_':::_D5o7r.N7'. imT"""-lrciv1i. vi,:.----, DATE I-CHECKED: DATE: PUBLIC WORKS DEPARTMENT I-S_H_£_E_T_3_0_F_3_2---I NEIL D. MORRISON RC£ 28545 EXP. 3/31/98 REVISIONS K.M.$. 10-20-95 3 ~ l- g§ ~ ~ ~ >-1- G I V) • >-, ~ i':: V) ;s I (',J -a V) - K:\Dl\42\ 15012\IMP\SHEUI.DWG ·1 ;,, u .;; ~ :n ~ jj ~ !" ~ ~ 0 L $ m m JJ I L__ ___ __, ) 0 JJ ~ z G1 z C $ m m JJ 0 JJ ~ z 7.) z 0 JJ ~ z G1 z 46.23' v.c. Pl= 711 .85 ' I . TRANS FROM 8" C.F: TO 6" C.F. i_ I I ------- 70 -····· ---68 \ 0 "' J!f-1~ II ~1-'-~~w ~ -;f_ 0:: <t 0) '-" z 0 . a:: 0 "-z w a:: 1'' BELOW /STONE L __ CONC. TOP " V> • PAVERS I I w ' w-,..i l/l ..... ' .,,. ·.s q,., o' ' ' z_. --------------, i I ! 5 ·------- TRANS FROM 8" TO 6" C.F. I ffi I I= \3 I"° 1; 10 ~\ :ill d.\ ~ __,. " +\w u> ID I I I\J C 00 C 0 ,•-'· ·-:-';,' -~· • 00 ~ 00 > . ·"' 0:: r--- ()._ 0 <D 0 0-, + L!) ,---PORTION OF 46.22' V.C. / Pl= 73.90 - ------------------- S'LY CURB P1>:?0FILf, & o.c 42.68' V.C. P.I. = 74.11 R=0.84% @ I I r l o, ti I Pl= 74.57 96.18' I ------- . 1 l ! \ \-" / G\X ,x •0\~..7 ·a1 \,.:,_, • ..,, \:,.:, \-" \"' ~ c5' \ ~"' Yo 1 /'.:) \~7 ill 4-'4 ; '1/1 LO 0 0) ro © '° r---r--- HORIZ.: VERT.: -80 · 70 _ I. I I I I I i I . i i i i ' -l !_ i ' ' ' ··-·-----------70---------·-•--·-------·------·--·-· ---·--· -·------· -·-,--------------··--···-·-··--·---·------· --·--··---· ---·--------------------- i I I 1 1" = 20' 1" = 4' ,., 0 -0 ', _.:_-------~ -----~ • -.....\ I, I DETAIL A c--! \ ~ °' \<D ~ ro 0 . + \.., <1) r- , I I . "-. -····--· -·-c.,· ..... L/"· DETAIL B & ARCHITECTURAL TREATMENT PER LANDSCAPE PLAN TOP OF FINISHED PVMT. -1 I I \ I \ & _Q" __ CURB DETAIL CONSTRUCTION NOTES ~-: 2 I--CONSTRUCT 4" AC 01/ER 8" AB (PRIVATE STREET) (3 ~/ CONSTRUCT 6" CURB & GUTTER TYPE A PER CNB STD. 182-L ..___/ ~ ~) CONSTRUCT 6" CURB & GUTTER f5)--CONSTRUCT CURB ACCESS RAMP \~ TYPE C PER CNB STD. 183-L (CASE E) PER cr,B STD. 181-L-A AND DETAIL ON SHEET N0.2 G":: INSTALL STREET NAME SIGN PER CNB STD. 915-L ft:---CONSTRUCT 5'-0" WIDE SIDEWALK PER CNB STD. 180-L @ CONSTRUCT 5'-0" TRANSITION FROM 8" CURB & GUTTER TO 6" CURB & GUTTER TYPE A PER CNB STD 182-L @-INSTALL 1 SET OF PVC (SDR35) SLEEVE (2-4", 1-2"), EXTEND 12" MIN. BEYOND CONCRETE (FOR ETC.) /i::, ~-----' CU PER DE AIL HEREON SEWER CONSTRUCTION NOTES 30" MIN COi/ER, I'm°>---INSTALL 8" PVC SDR35 SEWER MAIN BEDDING PER CNB STD. 106-L '-../ i71' INSTALL 4' PI/C SEWER LATERAL WITH CLEAN-OUT PER CNB STD 405-L & 406-L '.,_./ (n' CONSTRUCT 48" DIA STANDARD MANHOLE PER CNB STD 401-L '.,j CURVE DATA TABLE CURVE DATA TABLE (J BEARING/DELTA RADIUS LENGTH TANGENT C) BEARING/DELTA RADIUS ! LENGTH TANGENT ~'° \1i MEDIAN ISLAND Ci.1 31°02'49" 150.00 81.28 41.66 G}i 180°00'00" i 7.00 i 21.99 -- ' ' • \(l \ SEE DETAIL C HEREON & ARCHITECTURAL TREATMENT PER LANDSCAPE PLAN ® 45°10'07'' 25.00 19.71 10.40 0 76°18'15" 50.00 66.59 39.28 Isl 180°00'00" I 8.00 ' 25.13 -- (131 180°00'00" 8.00 • 25.13 --& ARCffiTECTURAL PVMT. 19 X"\ LOT l -~~\ • \0\ ~ ':...:i. ' o\· \ -~~ /MEDIAN ISLAND .._ __ (§) SEE DETAIL B HEREON /i::, ARCHITECTURAL TREATMENT PER LANDSCAPE PLAN t.!A? DATi:: ID3'filciffi DATE or LATEST CH.',NGE TO ™IS w..~ 09/10/96 SY: 8.SH. I DO.TE OF TH:S PLOT 03/18/96 PER LillDSCAPE PLAN PUBLIC WORKS DEPARTMENT UTILITIES DIVISION ,-z.7 -'I~_ DATr ~' 0 62°10'57" 25.00 27.13 15.08 (14'· 360°00'00" 22.00 138.23 --~· l~ 76°29'17' 25.00 33.37 19.70 l~ 42°41 '41" 25.00 18.63 9.77 (?J 110°12•45" 50.00 96.18 71,69 (~ 41"15'07" 25.00 18.00 9.41 ~) 79°30'45" 25.00 34 69 20.80 1f0 04"46'52" 173.00 1,:.,L4 7.22 DESIGNrn: PREPARED BY: THIS PLAN IS SIGNSD EY THE CITY D" TRACT 75012 f-----+--t----------------+---1 !'.~\'PORT iEACH FO's C::J'lCEPT AND U l o. A • .I'. A□HrnA'l:::;::: 1c c:TY STA'l□Ars□s Mm 5T'RC:-£T & 5£"'£R /MPR0""M£NT.S <5/,·nlJL. nU'n-S(J!, ::er ~ . SSOC'1,IY,C(3S R[OUIRE•,CN1S me CITY" NOT I' C., vv. vc. -'>~t--l " l l-----+--t----------------;----1 RESPJ~515~E FO~ CESIC:N ASSL.L~PT'(,NS ~7 r'U'i,7!'12, E ~C-. s . j"'.'~L 11•-" CP...BT!:"-'i.}AYS LP.J>IB ~---/ Planning· •ngineering· urveying l\REViSE CU././/3 PROt!U., AD!J ~;y ~J ( STA. 5+44.37 TO STA. 7+68. 7 7 ) Three Hughes, Irvine, CA 92718 (711) 583-101<fl /.,0/.9 E P. illARCHtTECTURAL P1iMT & DETAIL euc 1·""' """'''"' """ -;~2 ,_o_A_T£:..J__B_Y___l _____ o_E5_c_R_f._PT_,1_0._', ______ L..A_F_F_'D-17;-H~:F:N;"i:K<lrvfE71~j",-7i:ii~':;,t-',\_'·_, CITY OF NEVVPo;:A:~:~~ i-------:1 FREIDOUN GRAYLEE RCE .19118 EXP. 9/30/96 REVISIONS K.M.S. 10-20-95 PUBLIC WORKS SHEET 4 OF 32 K \J"JT\12\ 15012\JMP\SH££T2 DWC rn m 0 rn ~ rn ro < z C < ~ a 0 ,. • rn rn m 0 rn .. □ Ii ~ ro < z C C 0 ~ □ :t " , (.; • rn ~ er I~ ct C C). C: c_ ::--::: u.. 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VVATER CONSTRUCTION NOTES (±9,,'--- (4-}- INSTALL 8" A.W.W.A C-900 P.V.C CU\SS 200 WATER MAIN WITH BEDDING PER CNB STD 106-L INSTALL 8" RESILIENT WEDGE GATE VALVE PER CNB STD. 508-L ~ -~±;---- (~_i}--- (53)--, _/ (s-5)-------- ,,.-, _/ 180'~ --- '-._../ INSTALL 6"x4"X2.5" WET BARREL FIRE HYDRANT PER CNB STD. 500-L INSTALL 8" 22.5" BEND, (MJxMJ) WITH RETAINER GLANDS INSTALL 7" WATER SERVICE AND METER PER CNB STD. 502-L INSTALL THRUST BLOCK PER CNB STD. 510-L-/\ INSTALL 12"x8" REDUCER & REDUCER THRUST BLOCK PER CNB STD. 510-L-B SEWER CONSTRUCTIOf\l NOTES (70) - - -._,, ,-...._ (71''----,,,--,,_,, 172'1----\~, INSTALL 8'' PVC (SDR35) SEWER MAIN BEDDING PER CNB STD. 106-L INSTALL 4" PVC SEVIER LATERAL WITH CLEAN-OUT PER CNB STD 405-L & 406-L CONSTRUCT 48" DIA STANDARD MANHOLE PER CNB STD 401 -L STREET DATA T/.\!3LE CJ BEARING/DELTA RADIUS LENGTH (i"j 113°20'07" 150.00 296.71 (2") 90"00"00'' 25.00 39.27 - (5) 89°20·1 o" 168.00 261.95 © 90°00"00'' 25.00 39,27 TANGENT 228 07 25.00 ------- 166.06 25.00 I ' ______ ! ' ! ' ! (PRIVATE STREET) ls"J 1 1 3°20'07" 132.00 261 .11 200.70 PUBLIC WORKS DEPARTMENT UTILITIES DIVISION PREPARED BY: DESIGNED· TI-lS PLt,~ IS s1::;'sED BY TI--lE CITY 0' 1---1---1----------------+---I tJE".","'CRi BEt,CH FOR cor:c:::PT r,erc .0,.-'n"l-lq,u,,,, "'"',/""cnrc,_,.. ,,.O~ 1,_: ~.Qnc?.c:,fn_Q AD--IER/,rI::E TC C.TY s-r,.r;DN'()S NSO -..:;. iJ 1,-.:;i ,u., -V ,._,_ ,.f_ ...,...., U' v vV..., RECUIRC:'.'EJ;TS THE CITY IS ~OT ->~ -■ -l---1---1----------------+---IRESPCNSISLE ~o:;,: C,:C:SC·l r,SSU"::>TIO'JS TRACT 7 50 7 2 STREET, SEWER & WATER IMPROVEMENTS c3 -a: lJ CJ h r, 0 9- ~· .-.:, '-0 >-h () co >-~ ., ,_ co -.- l) \)• Li c_ c_ :~ I " 0 Lf) f- l) SC f1:'. c, < ·'( -0 c_ h < '-W ~ -l~ C> 0 Q_ c.. ;1 M~.? D:\n:. ID3'-ITi,·i'.:R OA.TE OF" LATEST O{A},~c TO Tl-11$ p;,p I CJ/21/95 SY: O.N. I -$( Jru'l.,ne, 11'1.,C. A" ,,,_,,,,A. ( CP.3TAUAYS NORTI-E V--Planning·Engineering·Surveying RE'i!S[ S:0flY-,U< LCC,\T:ON M ~ ~hr. (STA. 0+81. 76 TO 5+44.24) ::'; :~ '~ ;~ . ' ' ,, ' ' I I ! ' ' "'I --1 is I C)g r·::: .'~ ' :~ :1 ; l) 0 Cl !)A.TE 0" TJ-<'S ?LOT I 02/0J78G I ~~ ~ r.,. z-i 41t. _=:-kz::;-~J DAT': m· orscR,!"11011 ;P:01°;5 ~GNED· 1°~~-l-il! 1 CITY OF NEf11PORT BEACH 1 1 _______ :;;, ~ _ J~" ) Three Hughes, Irvine, CA 92718 (714) 583-10to5 13.0/95 [.P ~ R[,·/SE CURB PET [L[,,•s !V..i,4 •a•,,'''"'"'''·"''''" c·« 1 "" ~1c:i1£~ ~i;~~ER • DATF FREIDOUN GRAYLEE RC£ 491 iSEXP. 9/,30/96 ICiocCKtU 1''•11• PUBLIC WORKS DEPARTMENT SHEET 5 OF 32 ° :'.- ------------------------------------------------------'---------'---__:__ ________________ _1 ______ _:...__:_:_...:__:...:.......~.:...::.::.:....:...:__J_ ______ ;_R:.::f:.:V:..:i.::S:.:.,IO::::.:..N:.::S::___ K.M s. :.._10_-_20_-_95 _ __. _____________ --!s-------..1. 'cf'\ ~ \1' ~ ~ -< (I\ IJ' ~ "" ,o ...,_, \,,J N ~ > z I 0 r 0 ~ n D 0 TI " " ~ 0 TI ~ • < z 0 C z < ~ TI , a 'a , • ,:; TI z m g 'n 0 " z " / ~ ,; z I 0 r □ • n a 0 " " ~ ~ 0 " ~ • < z 0 C z < ) ' I ' z C ::;: OJ m Il 0 ::0 ~ z G) z C <' OJ m JJ ' > . -! ·-''-"I r ' ' ' . '- 0 JJ ~ < z G) z C <' OJ m JJ 0 JJ ~ z G) ...,,, t 80 82 ~o· ---1___Jt I d u I 4307' ..., '·' " , .. ) " 6 STREET DAT/1 TABLE 120 I ' ' I ..l 94. N69"03'24" E _ 97 OJ 103 71' I ,? I L 'c---:.J 98 7_~ 73.34 V: Cfa.STAWA'(__S_N. 1 +00 ([_ CAPE DANBURY (MJxMJ) C) ; BEARING/DELTA I RADIUS I VJATER DATA TABLE LENGTH ,f TANGENT I -(~~ +-12~.3~·-r1--=2~12.oo ----4:-,.~_93 -I -----!, -,-----1 2 ·--2_55 2000' r (7 ~1; =~ ' I J ' I : I --.JD (MJxMJ) vOO 10 STORM: DRATN N 4279' L so 80 STREET CONSTRUCTION NOTES 4" AC OVER 8" 1'.B (PRIVATE STREET) 6" CURB & GUTTER TYPE A i''ER CNB STD. 182-L 4'-0" WIDE SIOEW,\LK PER CNB STD. 180-L CURB ACCESS RA\iP (CASE E) PER CNB STD. ON SHEET /,1 2 CONSTRUCT INSTALL INSTALL EXTEND LOCt,L DEPRESSION PER CNB STD. 304-L STREET NAME SJGN PL, CNB STD. 915-L 1 SIT OF PVC (SORJ5) SLEEVE (2-4", 1-2"), 12" M/N. BEYOND CONCRETE (FOR ETC.) 181-L-8 30" MIN COVER, CONSTRUCT/01\/ INSTALL 8" PVC (SDR35) SEWER l,MIN BEDDING PER CNS STD. 106-L INSTALL 4" PVC SEWER LATERAL WITH CLEAN-OUT PER CNS STD 405-L & '06-L CONSTRUCT 48" DIA STANDARD MANHOLE PER CNS STD 401 -L NOTES WATER NOTES INSTALL 2" l,'IRIGATIO~i WATER SERVICE AND METER PER CNB STD. 503-L & BACKFLOW PREVENTER PER STD 512-L ' i i I I ./ I I I I I I J 55 ~ z G) I I ~ v-~ ~ --< \JI 0 ]J :!?, <;'. z G) z C $ OJ rn JJ 0 JJ ~ z G) z C $'. OJ rn JJ C $'. tlJ rn II R=0.50% Q'. 48.36' L 28.57' c:,! -------u o.c. ~ I"' o.c. Q'. w 0 .u 0 (_'.) 0 o! lw co fl_ ()) (D m 0 -st ,-.. l[) (D l[) N D m 0 • D 0 -_, 'f',-. ~ 0 -I •·w D 0 -., -st co 0, -1 lco o -<O D aJ <D OJ. 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(5\ __ _ ,,:_,<,--....._ I 6 )----------, __ / 181-L-A r•, & DETAIL ON SHEET //2 i 8 r----~ ',J CONSTRUCT LOCAL DEPRESSION PER CNB STD. 304-L ( 9 \-----INSTALL STREET NAME SIGN PER Ct,B STD. 915-L ~/"' 1,21;--INSTALL 1 SET OF PVC (SOR35) SLEEVE (2-4", 1-2" ), 30" ML~ COVER, EXTEND 12" MIN. BEYOND CONCRETC: (FOR ETC.) WATER CONSTRUCTION NOTES INSTALL 8" A.WW.A C-900 P.V.C. CLASS WITH BEDDING PER CNB STD. 106-L INSTALL 8" RESILIENT WEDGE GATE VALVE 200 WATER MAIN PER CBN STD. 508-L INSTALL 6" x4'' X2.5" WET BARREL FIRE HYDRANT PER CNB STD. 500-L INSTALL 8" 11.25° BEND, MJxMJ WITH RETAINER GLANDS CJ (i) llJ Ci] (_~] @) (6,1 Cz) CsJ INSTALL 1" WATER SERVICE AND METER PER CNB STD. 502-L INSTALL 2" IRRIGATION WATER SERVICE & l"ETER PER CNB STD. 503-L & B.ACKFLOW PREVC:NTER PER STD. 512-L STREET D/'.\T/.\ T/\8LE BEARING/DELTA RADIUS LENGTH TANGENT 49°25'16" 150.00 129.38 69.03 47'57'32" 150.00 125.56 66.72 31°27'04" 168.00 92.22 47.30 47'57'32" 168.00 140.62 74.73 90°00'00" 24.50 38.LS 24.50 49°25'16" 132.00 113.86 60.74 47'57'32" 132.00 110.49 58.71 90°00'00" 24.50 38.48 24.50 I DESIGNED. PREPARED BY: m,s o,.,,, ,s s,cc,EC BY m, CITY oc TRACT 15012 f---t---+----------------t---1 \![\',...,ORT B~,\CH FCS ccr:cE:,T ,t.f.C 1-"7 n A • .I! t,C'-!EP.t,f:CE rn CITY STM:DAR:,s A·,:c 5)#[ ' 'tU71r5r:L/:Jr'31" r:, "E:BOC?.,O:,Cr'3B ;(~~;:';:\1',o,'~\:,i~:.; :~i\~."ono•,s STREET, SEWER & WATER IMPROVEMENTS ~ ~/ Ii-ui:n,(3, In,c. f---t---+----------------+---1 c,o ,ccuRACY CP-BTAUtc.YS i'JORTI-li '0'-_ Planning·Engineering·Surveying &,I ~..J~,&i; (STA. 10+69.04 TO 15+32.06) Three Hughes, Irvine, CA 92718 (714) 583-101([] /JQ/9; [ P. /¾, R[V6[ SIDEl,':,u, L:JC~TION ~,i: """'" ,,,,, "'""'''"' ,,,, . . . ! ~~? I o"TE BY CESCR,Fnar,1 ~i0 ~~;_GiJE.u· •• l 0 ~~-v1✓ • 1 CITY OF NEVI/PORT BEACH FREID0~911B EXP. 9/30/96 I REVISIONS lc~~;~i'<':U 10~~='.20-95 PUBLIC WORKS DEPARTMENT i-s-H_E_IT_7_0_F_J2- ~ z m ~ ~ I 0 r 0 : ! " n 8 0 " ~ '~ u ~ ~ 0 ' 0 ~ " ' z a ' C 2 < '~ ~ " 8 " ~ '~ > $ " 2 !" 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N (X) i DJ ;~ I (.) r lD IN 0::' • •N [l_ O'.l i I l,/2 ' ' O'.l N N O'.l 47.19' o.c "' R R "'/2 84.10' o.c "' 0 N (X) 0.49% 0.63% (.) n 0:: ~ [l_ N CD "'/2 "' Cl) ro 0 OJ w G "1 "' "" "' ro ro ;;; ;!: R-1.10% CEfl!TERL/NE PFtOPILE BACKFlLL W/ C:XISflNG IMPC:RVlOUS CAP tv.ATERIAL WITHIN UPPER 8 FH.f LINE H -·-' ,~ / u OJ w C'.) ...... 0 "' 0 "' .,,. O'.l N "' OJ "'/2 00 ~ CD + -46.68' o.c. PROFILE SCALES 2 I HORIZ.: 1" = 20' I VERT.: TOP OF IJ'LY CURB PROFILE \ (_,J /'{ r . R=-1.10% u ~; o, 0 qr o!OJ 0: t.!) +,ci I') 0) • 0 0 .,,. "1 N No + co n 0 0 "' .,,. NN + o. n OJ 0 0 0,... "',... + (JJ n,... 0 .,,. 0,... 0"' I[) r--+ I') 0 0 ci ,... Lr""} r--... +loi nir--..... 0 0 <fl 00 ,... -+ v> n,... 0"' o- "' OJ ,... ,... n 0 0 "' OJ r-..1 r-; ~-o, t'11 r----. ' u > w 0 0 0 "' 0" + aJ .,. ,... 0N • " > OJ w ,, 0 0 0 0 + "" (.) > lf) w"' 00 0 C, ~ ~ o• o-: +' .,,. I 100' v.c. ------------'--"-=--'-'-=-----------Pl= 60.03 (PR/\//-\ TE STREET) /I I ,,-.I._ ( 71: ·~ STA=8+33 76.00 /NV 3339• I 9 I _) (sy = 14.25' () w "' "' "' CX) + '\,, 35.76' @ STA=7+83 75.70 /NV I "'-s,t l I STA=5+59 72. 10 /NV u n ::0:,... (D • ,... ' . ~ f--- ' uJ ·-Uj ' (/) :r:: m 0 0 <D lO N lO +r-.: st ,... (/J 80 80 STREET COI\JSTRUCTIOI\J NOTES ,_ .. AC OVER 8'" AB (PRIVATE STREET) 6'" CURB & GUTTER 1YPE A PER C'IB STD. 182-L CONSTRUCT 6'" CURB & GUTTER 1YPE C PER CNB STD. 183-L CONSTRUCT 4'-0'" WIDE SIDEWALK PER cr,B STD. 180-L INSTALL 1 SET OF PVC (SDR35) SLEEVE (2-4'", 1-2'"), 30'" MIN COVER, EXTEND 12" MIN. BEYOND CONCRETE (FOR ETC.) \NATER COI\JSTRUCTION NOTES INSTALL 8'" A.W.W.A. C-900 P.V.C. CLASS 200 WATER lv.AIN \\HH BEDDING PER CNB STD. 106-L (43\-------INSTALL 5" RESILIENT WEDGE GATE VALVE PER CNB STD. 508-L ,_/ @ -INSTA~L 6" x4" X2.5'" WET BARREL FIRE HYDRANT PER CNB STD. ·= 153' ---INSTALL 1'" WATER SERVICE AND METER PER CNS STD. 502-L .._,, 500-L SEWER CONSTRUCTION NOTES INSTALL 8'" PVC (SDR35) SEWER MAIN BEDDING PER CNB STD. 106-L INSTALL 4" PVC SEWER LATERAL WITH CLEAN-OUT PER CNB STD 405-~ & 406-L CONSTRUCT 48'" DIA STANDARD MANHOLE PER CNB STD 401 -L CONSTRUCT S~WER CLEAN OUT PER CNB STD 400-L /'·' i 2 ~ L_ l~ >-1- G "' c_, Q Q ::-.i f.- (.J "" t C!J U):::: <'. . :s :i: o_ o, . C) I 1-Q-• : < -: STREET DI-\Tt\ "i"ABLF i-------.-----------------.---------------,---,-----------------.----,---------------------------__,-i cJ , CJ BEARING/DELTA RADIUS LENGTH TANGENT tt;;,'"oeR~,1;.uJ~e~fiJ\;i~ PUBLIC WQRl<S D£PART/vf[NT PREPARED BY: f---t----+---------------l------l~t!\;:i2;G'i~~~6,~~s,c,i.i,0CF TRACT 15012 i Ci) 24°56'42'" 250.00 108.84 55.3_0 _ __, on;o~tc"~-ws p~:o.ri. Q==c;~;c'i, []fa[ i J{U1!1,SU!,ker & Associu,tes ~g;s;;,i~ir1° '\;,',~\';'j;'?,i;,'"' STR£ET SEWER & l'/ATLR IMPRO''LM£N-s 9, ,:y,,, '<~ UT/LITl[S O/VISIQN --,,, _ . f---t----+---------------i------1RCS'C"CSIELEFCSCSSIG'iCSsu•:0 m,,s '' , r ''/-\IL VC. I =U [2. •. 48,11 ,00.. 1 oo.oo oa/OG/eG ,. ,,. " "' _ ... ~ .. 1• 11 l'>"VV"fte, Jn,c. • ,.'° occuRACY ->2 .. 84.10 44.71 "'~ ""'-• • CAPTI; i'J\l"'DOVIT!R - -(-cj~:-+--2-45'14'33" 42.00 179.77 65.62 8 NO. 49118 ~ G/-'Planning·Engineering·Surveying nA .~.,, • f 1/.,/,,,, a; r-4,_ \'JATER DATA TABLE "' ""' s/30/95 " / / } Three Hughes, Irvine, CA 9P,71::-J714) 583-1010 /30/.E EP £ .~['IS[ SfD['.Y~U< LCCATJOU ~?If{-"" (STA. o-1-75•77 TO 4-1-25.00) "' v 27'02'23'" 100.00 47.19 24.04 (J BEARING/DELTA RADIUS LENGTH TANGENT "" ,~ ,,;;,/J~/ _,lJ. ~-'P I ~{0'"'-~""cs'""1"'c"";.,"'E.,;D-'--·'--'--"cl-,C""'."..,.A..,.li""·-.!~-'--'--=-----1'-C-/_T'f ____________________ _,li ,~r~ - ~~"'-G~_,, ___ 0_9_0 s_s_·s_o_'"_--' __ 2_6_;_:~_~ __ ,.__:_:_:_:~ _____ 2_3_4_o _ _i_;:_(-,A_;-i--l..·-_-_·-_·_ 9 _ 00 _ 1 _· 1 _ 3 _ .. _..J__ 3 _ 0 _ 0 ·_ 0 _ 0 _ _J_ __ 4 _ 7 _· 2 _ 3 ____ 2 _ 3 _· 6 _ 6 __ , _______ _J ___ .,/_"_ 0 ~_ 10 _:_~L_,(_ 0 "_" __ !_~_m7,_c_c_lf_· -.:::_ .. -~-~!.:.:_:~_· ·_"_1'' __ :_ ...... :_-~~-~-~?::::::::_<.,.~_._._z:'D_ 1 1-'_,-... ~c-~!-.'-~~:_,.:_P.:..:R:::.E::W..:O..:U.:.:N~G.:..:RA:.:.:..:YL::E::~....:..:~::.C::.E_?.:..:9::..1.:.:1.::8:...:::E::.X:..P.:...:::9:../.:::3.:::0/::..9::..6:::..__1 __ 0 _A_T_[_ 1 _ 8 _,_, ___ _:R:_,:::E~::.:.~:::;:.:.:::::~:;./~::...~:::;:...·',_I ______ -_'?_P_,_ 0 L1 ".::.'~::;;!..:~~;\-L/J __ J1_0A!.:,,::::~~::::::~_J 1 1· _P_u_e_ 1 L_1_c O _r-_w_~_:_:_~_p_ O _0_:_:_A_:_:_MA_E_~ __ ~_1:.$::.H:£.:ET:....:8:....:0~F-=3.:2_jll: : : K.M S. 10-20-95 J :;:c. ,.;;; j -' "I 1 U\ ~ t ), -< \II \ \ ) ,,:. C $'. DJ rn JJ 0 JJ ~ < z G) z C ~ DJ m JJ 0 JJ :I::, <'. z G) z C < OJ m JJ 0 ::0 ~ z G) 80 ' I I f;. 0 0 m "' -.,j-0 + c-: ,a-r-- ◄---------- 0 0 "' "" (l)' <D +·.m .,. I r-- 0 0 "' -oo n + <D .,. r-- 120' vc. 0 0 "' -o-+ (0 "' r-- STREET CONSTRUCT 6 CONSTRUCT/Of\! NOTES 4'' AC OVER 8" AB (PRIVATE STREET) CONSTRUCT 6' CURB & GUTTER TYPE A PC:R CNB STD. 182-L COI\STRUCT 4'-0" WIDE SIDEWALK PER CNB STD. 180-L CONSTRUCT CURB ACCESS RAMP (CASE E) PER CNB STD. 181 -L-A AND DETAIL ON SHEET # 2 CONSTRUCT LOCAL DEPRESSION PER CNB STD. 304-L INST.~LL 1 SET OF PVC (SDR35) SLEEVE (2-4'', 1 -2"), 30" IJIN COVER, EXTEND 12" MIN. BEYOND CONCRETE (FOR ETC.) 23 22 t.'t.? D.'lre: l!l,::f:!'11718' DAT:: OF LATEST CHA.~~ TO Tl-!'~ M-'P I 03/05/9G BY: O.N. I CV.JI:. or 11-',S P~OT ~ i,_ <' :;. ~ NO. 49118 ~ ct'. Exp 9/30/96 :.:; I 02>L03l!'!G I I ~===-~===-==~. I PRO::-ILE SC!tES i HORIZ.: VERT.: 1"=20' 1" = 4' STORJ~ DR.A.lN S~E SEE SI-IEET i\TO. 12 PUBLIC UTILITIES WORKS DEPARTlviENT DIVISION 8 SE\A/ER CONSTRUCTION <D NOTES INSTALL 8" PVC (SDR35) SEWER !~A.IN BEDDING PER C~B S,D. 106-L INSTALL 4'' PVC SEWER LATERAL WITH CLEAN-OUT PER CNB STD 405-L CONSTRUCT 48'' DIA STANDARD fAANHOLE PER CN3 STD 401-L & 406-L (75:-= INSTALL 4'' CHlf/NEY SC:WER LATERA,:_ WITH CLEAN-OUT PER CNB STD. 405-L, 406-L, & 408-L '-./ \NATER 10 CONSTRUCTION NOTES INSTALL 8" ,<,.W.W.A. C-900 P.V.C. CLASS 200 WATER IJ.~IN WITH BEDD',NG PER CNB STD. 106-L ir,STALL s" RESILIENT WEDGE GATE VALVE PER c1,B STD 508-L 502-L ! i ' ' ' ' ' i .... . I INSTALL INSTA'_L 1" WATER SERI/ICE AND METER PER CNB STD 7 2"x5" REDU:::ER & REDUCER THRUST BLOC!< PER CNB STD. 510-L-B, STREET DATA TABLE () BEARING/DELTA I __ R_AD_IU_S_ ·---l-f __ LE_N_G_TH_---f __ TAN_1G_E_N_T_1 Ci_l-+-, __ 4_2_'5_1'3_4_"_~1 __ 6_00.00 I L48.82 235.50 (2) 42'51 '34" 618.00 462.29 242.56 l--3c---+-== @: 42°51 'JL" 582.QQ 435.36 228.43 ' ' >-' ,_ G ,:- VJ ' I I~ ,a : :.n ~ ~ ~ z z C s'::: OJ m JJ "~---~ \\ l::. lt--~ t '.:b -( If\ / 0 JJ ~ z wl z C <' OJ m JJ 0 JJ ~ z wl z C s'::: OJ m JJ 0 JJ ~ z wl -C\J -Cl l') •~ c~ 2 0 Q) "'O -v i:'l +~ 0 I' 0 ' (r:, ~ ,....: V) " 20 v- 'iO •r 11 . 0. lJ"' N le), . c:i 0 "' 0 "' + cri -" CEAJTERLINE PROFILE on 0 (0 + cri -,..__ _ 1 !I-_:::BEAR~,:::11·_:_::G:_;_f__:D:::E:::cLT:_:_A:_____+--I _::-R':-:NJ:'--1~u::-s __ l~_L-:--E;-;N:;--1G;::-TH;----------t--TAJ~,1G--;.E~r-._1T1 1 ·-1 I 25°24•53" 248.oo 110.01 55.92 I_: . i I I __ :_:_4::S::'.::3:_:_2:_:_' 5:..:8:_:_ .. -------;---',-o=--o=--.ccocco----t-~8::-4:--_-::::7-::::3--1--4:-;5:--_-:-, ;:;o-7 ' J ! • 3) 228'32'58" 42.00 167.54 93.13 w I \ ' TOP OF N'LY CURB PROFILE \ on o-+ oi N f'- 00 o-+ oi N f'- B,.\CKFILL W/ EX!ST!NG 11.IPERVIOUS C.'.\P MATERl.t..L WITHIN UPPER 8 FEET 'i 2 ....,o= u u ( co • er, °' ·o o .. tj-w +, N' '""""i " .,,. + (',J -II i'.', V1 :,. ~ "l ;:! "' n m " ·o·--~ , ;;,~_?o"-, «;.;:.~<_ °' 0 m °' 0 w /\ '), ·/'1\· ) ~ - "' If) "' " C) T' m 0 1.22 I~ _,{:'.J .-; -t,!'1 Y ----· c:i '.') lf) 0 T' (X] tj-+ If) N cr, - PROFiLE SC/LES HORIZ.: VERT.: 1" = 20' 1"-A..' -' PJ c::; n+ ;,i N . u, co OJ ,. 35 I 38.48' o.c. T' m T' <D OJ 0) " = R 1.22% '-C ----@ - 01N '--ro c_;I o ill! O'.) c-) ro· • 0) ~ " CD • 0 N (0 ro 0) + n s-0.013 m '-" N ro -m N + "'; n 0 -0:, co 0 ro R=1 .22% 84.73' o.c. R 0.54% "' N ro SEVVER COf\lSTRUCTION NOTES11. / I I ! INSTALL 8" PVC (SDR35) SEWER MAIN BEDDING PER CNS STD. i 06-L INSTALL 4" PVC CONSTRUCT 48" SEWER LATERAL WITH CL~AN-OUT PER CNB STD 405-L DIA STAl'JDARD MANHOLE PER CNS STD 401-L INS,ALL 6" P.V.C SEWC:R LATERAL WITH BEDDING PER CNS CONSTRUCT SEWER CLE/1.~-0'JT PER CNS STD 400-L 12" T!ATER SEE SEE SHEET NO. 17 STORIL DKJilN SEE SEE SHEET NO. 18 STD. 106-L & 406-L TRACT 5-5 t.Q' -~ 1 ?'.·:1 :: IL <> om ~0 -, ro c.i QC [L ro 0 ~--CJ : m ·0 :"- 0 I . :m I cc, :N OJ C) + tj-- 83. 77' o.c. "k ro If) OJ m '"I -. co I "' <D ro R= 1.70% -0 ' R o 42% 61 -- liJ C'.) "' -OJ "' • "0 ·o -. ro :;;c -- 83.77' O.C. • l::!.; • Fe L'l CJ.. " • .:c -, 0:, c.i ,0 !~ <D <D -ro ",i, I ' "'I " -(X] 0.. I ': u 0 2 GO GO- STREET COI\JSTRUCTION NOTES CONSTRUCT 4" AC OVER 8" AB (PRIVATE STREET) CONSTRUCT 6" CURB & GUTTER TYPE A PER CNB STD. 182-L CONSTRUCT 6" CU'<B & GUTTER TYPE C PER CNB STD. 183-'_ CONSTRUCT 4'-0" WIDE SIDEWALK PER CNS STD, 180-L CONSTRUCT LOCAL DEPRESS/0~ PER CNB STD. 304-L INSTALL 1 SET OF PVC (SDR35) SLEEVE (2-4", EXTENu 12" MIN. BEYOND CONCRETE (FOR ETC.) "/4 "/4 1-2"), 30" MIN COVE~, 82 58 ~ 1c· "/4 MEDIAN ISLAND DETAIL N.T.S. G 'c >-----:-tn 'c u rc-L• Q_ Q_ :::, f-.. u ·., Q: f-l-C) (/) ~ ::: L12+83.48 15+32.06 (( CAPE ANDOVER q;_ CASTAWAYS NORTH t "A!" 0.11,"' rn ::cmc-1::r. DATE O~ LATEST CH,1.t;GE TO TI;iS. U.;.P I OJ/21/~3 SY: O.N. DATE (.JC" TH,S PU::T I 03Z0:JlBG I I PUBLIC UTILITIES WORKS DEPARTME!✓T DIVISIO!✓ __ ) ..... ~ ... ,!"'-1 .. "!•~· ==--__ __Jti,-?., -'l"_ ~=;c-==cc,r, D.:.Tc RC£ ::.c PREPARED BY: DESIGNED: TIii'.? P_M! 1s s:G~J:D JY 11-: err~· or 1----j------,-----------------r---l Nc:1·.?8T1 ==,.,c11 re? cor:c=~-:-A'!D AOll[i::MSC[ TO CITY STM:DAl::DS MSJ -,:;r, Ji O J. • J. RC:OUl"'C:''C:I.T'3 THC: CIT":' IS tJOT TRACT 15012 l.i.U'nrSVJiier 0~ ..:.ssocio:.vec RC:S"Cf>J51~_E f'.J'i CC:SIG'l ASSl_,iiPT,~,•;s 1---+--t--;;----------:--::~----i:IA-7 AND "CUR'CY CP.PII: P.l\JDOVTI;R Irvine Jr,1,c 8 -0 " £ P A e;c_·.-1s£ s,oc_vi,LK 1_cc-rnoN (J A lt./JI t ) Plannin;, Engin:ering • Surveying !~_'.:.,":.'.~ 5 '.:."'..:'. 9 :+ . ..'.:':.../'.:.i-J~&~1~-:_:P:_:E.::_'-.::_O:__C__:.~::_, L:_c-..::..._c:._a..::...__i.::;.::;-.::_ ____ 1~~-~-,4'~!111 ~,~~~p.of 9.-(STA. 1 0 + 18. 52 TO 15 + 0 1. 83 STREET & SEWER IMPROVEMENTS Thr~ee H-ughes, Irvine, CA 92,j/7R(714) 583-1010 ~ !)Cott,/-, 1) '~""'' I CITY OF NEVvPORT BEACH I i)JJi B'r' UESCRIPT/O:•.' APP'D ON. v.v. l-------- 'fP-~2::::_ ______ ,_:::.::_.::J_..:::_:_J_ ___ __:,::_::.__: ______ J__rC.'"J.,..7[_:t."'c;C°K:1<t.riV:f.-70!JA'\1tt t ___ l PUBLIC WORKS DEPARTMENT Si-lEET 10 OF 32 NEIL D. MORRISON RC[ 28545 EXP. 3/31/98 REVISIONS ICM,$, 10-20-95 c, ,,, I ':C f"-J r~- ~ Gi c, s ti. ~ t ~ ti\ z C ~ m rn II 0 II ~ z G) z C ~ [I] m ::0 0 II ~ z G) z C ~ m rn :IJ 0 II ~ z G) so ' I r --• Cl" u w MATCH LIN" N SEE SHEET "'. NO. 6 R 39.27' O.C. r--,lo_ N n I n (J) r-- "/4 m r-- -rn m ' -u ci D l'- 0 ro + "/4 n N (J) I"- ---R=-1.72% R=1.70% I ci. R=-0.5% • 0 OJ MATCH LINE -,,-1 SEE SHEET " NO. 6 f'! "/4 "/4 39.27' o.c. [L ' .u u· .m co OJ 0 0 ' ~ 00 G 0) OC) C.O r----t")L[) 0 "/4 "/4 V + Ci) +~ r-- ' R=-1.0% 0-: 00 w o:i co Do cj oo 7 r---:iQ (1) ~ "<f-l() 0 0) + + 01 , ....... .-.,-----r--. \ ' 69.i2 0 C R=-0.56% R=-0.44% 2 VVATER ul~ cj<!> ... ,-... L{) tD ' o:i ~ ,-... + N ·s:-Ll "' w ' OJ ... " ITT o:i N + N u Wm v0 ,n o:i C'- N <D + CJ N ['- o-o"' + o:i f') ,-... 0 OJ 0 N +o:i "' ,-... BACl<FILL \'.'/ EXIST:'.\IG IMPERVIOUS CAP MATERIAL WITHIN UPPER 8 FEET SE\NER PRO:C-ILE SCP.I..FS HORIZ.: 1''= 20' VERT.: 1''= 4' o-0 n + ro :-<'");---.. .:.i CONSTRUCTION NOTES R=-0.50% R=-0.50% Ll[\IE B R=-0.50% r• 1;1:9)---INST/ILL 8" AW.VI.A. C-900 P.V.C. CLASS 200 WATER J,1A'N WITH BEDDING PER CNB STD. 106-L INSTALL s· RESILIENT WEDGE GATE VALVE PER CNB STD. 508-L INSTALL 6"x4"X2.5" WET B.A.'<REL FIRE HYDRANT PER CNB STD. 500-L INSTALL 1" WATEK SERVICE 1\ND METER PER CNB STD. 502-L INSTALL 1" WATER SERVICE FOR DEAD-END P.V.C. WATER UAIN PER CNB STD. 50' -L SEVv'ER CONSTRUCTION NOTES INSTALL 8" PVC (SDR35) SEWER MAIN BEDDING PER CNB STD. 106-LB INSTALL 4'' PVC SEWER LATERAL WITH CLEAN-OUT PER CNB STD 405-L & 406-L CONSTRUCT 48" DIA STANDNlD MANHOLE P~R CNB STD 401-L • co u ' a:i (!) ..,. f') 0 C: , ro ~ °' + n ·o Ll o co • 0) ... l'- 0 <D L{) + t')' 82 14 0 C R=-0.54% t-r),~ ~ (\,,J·~ Cc ~ ci t-r) 0 < + OJ 0) " :i " ~ [, ' co u ' LJ...i ('"JI "'(;) n LO ' ,-... ; " + ... TOP OF S'LY CURB CENT£f?LIN£ PROF7L£ Ll t0 w L{) "' l'-f') I'-... .,,_ + ... TOP OF i\J'Li" CURB. t?.ROF}LE STREET CONSTRUCTION NOTES ~-( 2 )--CONSTRUCT 4" A.C OVER 8" AB (PRIV.AT~ STREET) 13' ~ • J -/"-', I 4 '-----,......_ '-._ _ _/ CONSTRUCT 6" CURB & GUTTER TYPE A PER CNB STD. 182-L CONSTRUCT 6" CURB & GUTTER TYPE C PER CNB STD. 183-L ( 5 ') -CONSTRUCT 4'-0" WIDE SIDEWALK PER CNB STD. 180-L . ._,/ /'-~, 1,13_;--CONSTRUCT CURB ACCESS RAMP (CASE E) PER CNB STD. 181-L-A & (s; CONSTRUCT LOCAL DEPRESSION PER CNB STD. 30'c-L "/4 0 OJ ON +r-: ,n " c:; .., ;-;,, I,~~~--SAVI CUT, REMOVE & REPLACE EX. CURB & GUTTER IN KIND PER CNS STD. ,--"' '.?];--INST.ALL EXTEND 1 SET OF PVC (SDR35) SLEEVE (2-4", 1-2" ), 30" MIN COVER, 12" MIN. BEYOND CONCRETE (FOR ETC.) & REPLACE EXIST AC. & BASE IN KIND PER CNB STD. 105-L-A INSTALL 4'' PVC CHltlNEY SEVIER LATERAL 'II/ CLEAN-OUT PER CNB STD. 405-L, 406-L & 408-L 90 CONST. 60" DIA. DROP MANHOLE PER CNB STD. 403-L 59. 1 Pl = "/4 f') (J) (0 C'- ' .. o.c. 77.00 "/4 {J) <D tD ,-... ,n ,, ' ' [l] lD , r--('.) O.C . G -u ... ' ' O'.'. "' ' ,-... ll. co ('.) ' i 0 ' lD 0 ' °' (0 ' r--C. 46.03' v.c., o.c . 28 52' oc _Jn """~ L"J 0 ... 0 "' r-- col □ 0' O"! '--"' ll. ' C'- 0-: L{) 0) to I'-+ "'I 0 "' lD ,.... co~ 0 'ii 8'2- o:i I'-"' f'- , I R=0.40% ---_, ---\ ------------·-·--. >-' ' -"-12.26' (l_l o >· 0 01 o:i _J I'- uu f--'. 0 • 92.05' 1--, ______ __".'c""'..._ ___ _ o.c. rnr-: C'',t..;. i:J:['.:7:n:~ [l.~TE (1"" lATFST Cit'~:~~ fO llllS l'.'J' 0'.;/CS/eG EY: o.~! . Dt,Tr.: OC Tl-' S ~LC•f "' • N (.) ·o <D • "2 -1 , -I I 80 P.V.C. STREET, "/4 "/4 lv1EDIAN ISLAND DETAIL N.T.S. TRACT 15012 SEWER &c WATER IMPROVEMENTS CP.PC DLl,YBi'JRY WORKS DEPARTMENT SHEET 11 OF 32 (\ ~ (/\ ~ ( l:, -( \JI L C ~ CD rn ::0 0 ::0 ~ z G) z C <'. DJ rn ]J 0 ::0 :& < z Q z C < OJ rn ::0 0 ]] ~ z G) 75 70 75 70 fi II II 11 11 I I I I ~ N <D <D ,..._ - -~ C[! N (') " N 0 r---o- 0 0 + 01 N o-~ o,st "<{) ~ :t<) +t:-(J) N IT!~ 0) (') N 0 ,..._ o- N + CT) N -~ rn °' ·n ('.) . n 0 r---o- N + OJ N ctj ~ (') -" 0 r---o- CJ + 01 N cci R • "1 (') . n 0 c- o - ro + O> N -~ [O Ci) (50 st D C- o - ro + O> N o:c THE CONTRACTOR SHALL VERIFY LOC/\TION & ELEVATION OF EXISTING UTILITY LINE(S) PRIOR TO ANY CONSTRUCTION. ANY DISCREPAl'-:CY SH.~LL BE REPORTED TO THE OWNER, THE CITY AND/OR THE ENGINEER. IA STREET CONSTRUCTION f\JOTES FEATHER OVER EXIST. PAVEMENT FOR SMOOTH JOINT 17 CONST. VARIABLE THICKNESS AC (0.1' MIN.) 2 SAW CUT, REMOVE & REPLACE EXIST. AC AND BASE IN KIND PER CNB STD. 105-L GRIND EXIST. PAVING DOWN 0.1' MIN ~N "1 (') .,: 0 r---o- 0 .,. + 0 n cci N ·o (') , .,. 0 r---o- 0 .,. + 0 n co -• <f) (') . .,. 0,.... o- 0 ... + 0 ,,., ffi';n ·m (') . st 0 " o~ <f) 0) + 0 ,.,., / -~ mN • st (') . <f) 0,.... a~ 0 <[) + n -~ m <n • OJ (') . st 0 r---o- 0 <f) + n -~ mm ·n (') . <{) 0 ,..._ o- 0 <{) + u • rn u . 0.: (') "1 ....._ ~ C'.l "1 <D C, • +~ n FP:O::-ILE SC/J FS 32 HORIZ.: \,-R-t. ,I.: 00\/ER f'= 20' 2 3 4 OR\VE ·~ mo • OJ (') . <[) 0 r---o ~ ,.... 0 ~ r--. r--. "' ,... '/ /1 / I • I I , I I -/ I I ' I <D OJ <D r--. .,,-.,. -,,---... UoJ~O> L.J "'! G "! <D <D t0r---Or---l"--..._,.o'"--' ci N <D (0 + + N N n n -~ m-• OJ (') . <D 0 ,..._ o- <f) N + ,.,., n ['.)ROFiLE OF E)~IST. (0/S ·18') m rn • 0) ('.) . <f) 0 r---o- <{) N (R=0.80%) _ ------ - "1 0) "1 r--- 1~1~or=-1u:: o::c-r::Y:rsr. P?.:,Vi::t:r.1:J~T t-.T UP GU-t I ER u ' Cl' C <D o._ r--- 0 <D ,.... t') • r---C! OW '° + N n r--. <O r--- m m ·n ('.) . <D 0 ,.... o~ "1 N + n n I') N <D ,..._ <.) w OJ [D 0 CJ ~....._ + OJ n n N <D c-- ,~EXIST. 2" CONDUIT PROTECT IN PLACE 0... o _\JJ---. --· ---0::-w 0... (/) PUBLIC VVORKS DEPARTMENT UTILITIES DIVISION 0 • C! • (L • -111-lO L'l • . -en .,. "' ;+: !('__ no PREPARED BY: 6 3 \ f-:,: (5 ..J "' (/) X w ,... u °" o._ 5 r_~_(1? D.':\11;. EJ3'fi1Fl~ OA7t: OF' lA".EST CHA:i"E TO WIS b-.P ---- BY: O.N. -DATE o~ T·IIS PLOT --o,a70:;/sG -• 4· ... 1 .......... . ! __ I 1 4 ' ' ... ,I •• -~ mo 'N (') . r--- 0 r---o- <D OJ + n ,.,., ctj CD n (0 rci 0 r---o- <D OJ ~ n n ·~ m °' (0 OJ "' 0 r---o~ <D OJ + I') n ctj n (') ([) rci D r--. o- D D + .,. n ~ -:;- CJ 0 r--. 0 r---o~ 0 0 + .,. n ·~ rn n • <D ('.) . ,.... 0 r---, o- ([) .,. + .,. n (R=0.28%) -~ m <D 0 r--- <D 0 r---o~ '° .,. + .,. n -~ co r--. (0 -,.... 0 r---o~ '° st "· .,. n (R=D.29%) __ -~ cq.,. (') O'.) <D 0 r---o~ 0 <f) + .,. n ~li) (') n r--- 0 ,.... o~ 0 <f) + .,. n /R= 1.07%) ---~----- -----------\ (R~:,.60%, R=0.56% uo L.J 0 ,n OJ 0 (/) . ....._ ~o + t') n a:: 0 (j 0 a-...._ 0 +~ -ej-:'-, n0 ,... R=O 60% 4 i.J· 6 N43'59'09" E 15 19 ' I .. .1..: , .......... . .. X 0 a, > ' ' . 1 OJ 0 ('.) 0 0 ....._ ,n + N .,. 0 n r---r--- 2 --------·----- I __ ::_·,---/------------, . .,.*' __ _ ----,. ----- / .. r ,... TRACT 15012 SEl;IIER IMPROVEMENTS DOVER DRIVE ~ 0 0 0 m 0 0 < z ~ 0 " m " .. 0 ' " > " ' ~ • ~ " rn ' z C < 0 m 0 8 " > (i " "7 Lt C::) 1- Q Cl Q Lw :c::: L Ca -1- G v, -;: ·T V, ·,: Cc; Q -tc '.l.. '.l.. -. I °' •-Cl ·, .. ·- Q er. < 'D ~ :.i: -0 • 0 -'-m • :-:: < • L.,_ Cl ' c; C) ·§ Q: 0 c:; Q: 9,, (j < Cl Cl o, ''l ,, I r i c,, "'";· c·, C; -11 C) . , -:c·-' >-r:6 ' ~ z I D r D 0 D n u () .:t, \I\ 0 ~ * 0 z t ~ ~ ~ _m 0 ► C m 0 CD " ~ ) ~ <; z I 0 r C " D 'ii D ~ i5 z " z !" 0 ~ ~ 0 ~ z ► I / / ~ <; z ,: 0 r 0 0 0 CD ~ 0 ~ 0 z c.. C ~ [D m JJ 0 ]J ~ < z GJ z C < co m IJ ---.\ _,,.., -' '-.t 1 c::, ...... \~ . 0 ]J ~ z GJ z C < OJ m JJ 0 IJ ~ z GJ ~ 80 · 80 • ·MATCHtlNE' • SEE SHEET NO. 7 48,36' O.C. ·r--ITT Q_ 0 0 ~ I - ro ro -ro ,.c./4 .c./4 .c./4 .c./4 co " ~ "' ro ---m r--"' " ci ci .,. "' ci ro <'. ,.,.. g :a:: 0 ::, 0 ':t' ' :r; O'.) :si -:si + -""1 ""1 ' .......... , ' .... . l 0 L,,/4 L----, • > ' ~ -w 0:::::::: r-,.• lD ,CO II l"Jjj lf"?t0 ·•u nft,::::;, t.O I VO ,L.JCO a) [X)+ lD..,.: -oQ.. ' - I N'O O') ,~Ol•CD + .- ~ ::;; iE >i co c:, ·;!; -..: -"' •--in -o5 ... ~~ ~2!--l"1 • • + co • ,. ~ .---·, • • 0C? N~ (.) ...-'" -, , -0 O ++ I----'---'-------------ro' ro, '.° ro -~ ~ =i.4·7% ------ 28.57 R=-0.5% 1 ' . R=0.47% m 0 ,I;; r-- ON ii-..: ' .1" ro _______ ----- 2 O.C. 40' V.C.,O.C. Pl = 80.77 <.--43.47' O.C.-_., 105 -+1-++-"'o"!-o.",~CAc:;,P-'E=s-:'WlcO~O',-'D:'=B7:U'fR"'Ycc--"</ 11 + 16.28 It CASTAWAYS N, \//~ ~ 49 / /~ ?o '°s. s>,, 'f.;[.;f,,<;'\1::C-"-It- STREET DATA TABLE 0 BEARING/DELTA RADIUS LENGTH TANGENT (i) 46°56'45'' 122.50 -100.37 53.20 ® 11°57'34" 250.00 52.18 26.19 (J) 110°49'46" 25.00 48,36 36.26 © 19°44'58" 104.50 36.02 18.19 ® 11°57'34" 232.00 48.43 24.30. © 11°57'34" 268.00 55,94 28.07 0) 34°02'14" 140,50 83,47 43,01 © 65°29'19" 25.00 28.57 16.08 0 71 50 51 <D • ... ~ c,jW 0 + N 4' ' 11 I I 12.40' <o -::s .,.. <". "" - 71 -c:, II "" ;-a: ~ {/) 53 71 52 ~ BACKFILL W/ EXISTl~G I.MPERVIOUS • CAP MATERIAL WITHIN UPPER 8 FEET I j OP ·OF· N'L Y· 77 57' 5500' R=0.54%, "1 n N 53 75 URB PROFILE o-0 ro • + ..: ,"1<0. 3 "' 65.00' 71 N "" ::s + <". N --II c:, c:, i:: ~ (/) 5500' ONST. 67.16 L.F, 8" P.V.C, $=0,0040' S5WER LINE A ' ,,_.,,,., __ -·--· .. '"' "" . - PROFILE SCALES HORIZ.: VERT.: .74 55 00 1" = 20' 1" = 4' -" + --II ;-a: 71 (/) ::s ;:; c:, "' "' ,.... 65,00' 4 73 53 m 8 0' .,; ro N._,. +N " ro [D ('.) '-, Q_ 0 ::i::, 0 ci OJ • I.{) I.() • +N v <O .o 0 u') OJ I'-v +N '..,. OJ -0 rn , 0 0 0 0 Lfl + "' "1 N ro (ll 0 0 0 0 ro . 0 "' + N <f) ro 5 "' 0) 0 -N ro N • 0 N rn ro ,.,, . ...... 0 N 0 u') N N + +· Lfl Lfl R=-0.92% R=-□.9'2% OJ (ll 0 . N ro "' ~ N Cll ro "' 0 N 0 -tr) , N N + + "1 Lfl SEWER CONSTRUCTION NOTES J 44.93 o.c. R=-1' 12% 51.9.1 0.C. u t.J ~-..-; ,.._ ,.._ I() + ..: "' ro ®-=---INSTALL 8" PVC (SDR35) SEWER MAIN BEDDING PER CNB STD. 106-L @-INSTALL 4" PVC SEWER w\TERAL WITH CLEAN-OUT PER CNB STD 405-L & 405-L @-=--CONSTRUCT 48" DIA. STANDARD MANHOLE PER CNB STD. 401-L 72 " (/) ,.. 's! 0) II c:, --'z: .,.. ' -71 "' 53 5500' I I 2' 71 65.00' LlNE A I 71 1,21· " V) ~~ CO \\ 0 CO _+ z co < 0-, 6 70 69 ro R=-1 28% i I l I ' ' I , L ----- 7 STREET CONSTRUCTION NOTES 0-CONSTRUCT 4" AC OVER 8" AB (PRIVATE STREET) G)-=----CONSTRUCT 6" CURB & GUTTER TYPE A PER CNB STD. 182-L ©-::---CONSTRUCT 4'-0" WIDE SIDEWALK PER CNB STD. 180-L ®---CONSTRUCT CURB ACCESS RAMP (CASE E) PER CNB STD. 181-L-A & DETAIL ON SHEET #2 ®---CONSTRUCT LOCAL DEPRESSION PER. CNB STD 304-L STA=9+27 73.50 /NV I I !•, • 53 96' 53 V 53 55.00 11.37' i5 w (Jl ,_ 13 ~ CJ < C. 0 >-,_ G i,t> 71 <f) a, 71 71 5' 71 " (/) 71 " {/) ~~ ~ ;:i: " 0) ::s .,.. <". N- ii ~ ~ Lri (/) " 53 54 55 MAP IY\TE IDENTIFIER I DA.TE Cf' lAT'i:ST CHA.'ICE TO THIS MAP BY: C.H. D,l,lE OF THIS PLOf I osz19z9s CAPE WOODBURY (PR/VA TE STREET) I I PUBLIC WORKS DEPARTMENT UTILITIES DIVISION OATE ... 's! ,.,, II a -'2 c:, + <:: ,.,, " 56 STORM DRAIN 57 '-' II a co -+ < <O ' OJ 58 WATER CONSTRUCTION NOTES @---INSTALL 8" A.W.W.A. C-900 P.V.C. Cw\SS 200 WATER MAIN WITH BEDDING PER CNB STD. 106-L SEE SEE SHEET NO. 23 @-INSTALL 8" RESILIENT WEDGE GATE VALVE PER CNB STD. 508-L ~ INSTALL 6"x4"X2.5" WET BARREL FIRE HYDRANT PER CNB STD. 500-L ®-:=---INSTALL 8" 11.25° BEND, MJxMJ WITH RETAINER Gw\NDS @----INSTALL 8" 22.5° BEND, MJxMJ WITH RETAINER Gw\NDS &-INSTALL 1'' WATER SERVICE AND METER PER CNB STD. 502-L @--INSTALL THRUST BLOCK PER CNB STD. 510-L-A DESIGNE:D: PREPARED BY: THIS PLAN IS SIGNED BY THE CITY OF TRACT 7 50 7 2 l---1---j---------------1---j NEWPORT BEACH FOR CONCEPT ANO /-1 Hunsa er a· ssoc"'a es REou1RE"'""· THE c,TY 1s NOT STREIT., SEWER & WATER IMPROVEMENTS ~--t----j----------------j----j RESPONSIBLE FOR DESIGN ASSUMPTIONS Irvine, Inc. . , AND ACCURACY. CAPE WOODBURY {/) <5 es Q Q :::, I "' -a tr) - • k 0-A • t ADHERANCE TO CITY STANDARDS AND Planning·Engineering•Sv.rveying ~'l'-9' (1+00.00 TO 6+17.56) ~ Three ~hes CA 92718 (714) 583-1010 "'"" wos,s '""™'NT " - DESIGNED: DRAWN ACH ~ ~ . . CD lc:«l'1.(, D_AT[ BY DESCRIPTION APP'D ON V,V. ' CITY OF NEWPORT BE ~ 0) l~::::::J.~~~~~==::::=~__.::~~~-i-.::::.:.:.:.1...:::.:....L __ ::-:==:-:.:-:::..:~-----..L---=-tccJHiEEC:cKKiE:'i'o'i:: -"to.oA:TIT'EE:,:--: --7 PUBLIC WORKS DEPARTMENT SHEET 12 OF 32 o :i NEIL D. MORRISON RC[ 28545 EXP. 3/31/98 REVISIONS K.M.S. 10-20-95 ,:: i'ij L._.J.. ______ .J. ____ ...,ii.... ____ J.. ____ ..1, ______________________________ .L., ________ J...~-.;;_ ________________ .....1, _____________ ..;.....;, __ ..1, _______________ ..,. __________ .i.,. ____ .._ ________ ""'.:'K,":'\';:DT':7\"".4'::'2\:"'1~5~0~12:'.:\°7,IM:'::P';:'\";"S':'H[;":E~T':°'.10~.D;':';W':G~ i ,- 1 ~ g 0 ' a 0 . = " = ' I I I i D s D 0 m • D ' " " D ~ 0 " '" " D " m 0 a 0 m D • < z C < m m ~ "" "' 'U ~ I D 5 n D D ~ a ~ D z ~ < " !" n ~ ~ a ~ z ~ ~ ~ ~ D 5 " D en 'U a ~ D z ·1 I ; / C ~ OJ 93 0 JJ ~ z G) z C ~ DJ m JJ 0 JJ t z G) z C ~ DJ m JJ 0 JJ ~ z G) z -- 'J .-J 0 .-~ -- (..) ' a:i • R'=-1 20% ' N ' ----.:.. 0 ---,,__ ..... --ci i::: : ;80 R:-1.28% • "' u,,., WO ... IX) r-- ~ + lO R"' 1.20% TOP OF S'.LY , CURB PROFILE -' cjffi C cri ~ ' 0 00 00 N .,,. "" ' <D r--+ r-- JENTERLINE ' u U') PROFILE N m"' 0 r-- 00 ... <D + I'- R -.20% . . . . . BACKflLL W/ EXISTINo IMPERVIOUS . • CAP MATERIAL Wl11"lf UPPER•8 l'EET• ' ' ',..,_....._ . ' NST: 235. 77 L.F.; 8'; p_'v_ C • ' @. S"-'0.0104 • ' ' TOP OF N'L.Y CURi PROFILE R--1.20% . ,, ·- U') 00 00 r-- I . 184.73' I 0.C. I I ~ • 00 ! ' ' ' I'- " I ~ i .... I 'i R--:2.04% i 110'.0 I . CROWN LINE . R--10% 0 "' 0 ro . .,,. • r--• + • 00 ' ' u ::,; w i, "' q I • • " r-- R=: 0.5% j ' l i i ~I a r--.. a! . /,-.PORTION OF 41'.88' V:C., O.C. • . • 0 1 = 76.93 , , I----.,__, 00 u "' <D 0 (lJ u a, lO 0 r--::, "' ~ ":j ()~~I < + <c .,., , r--::a; ::-i~ "" ' I I I ' , 83. 77' o.c. • CONST. i ISi.37 L.'F. 8" iP.V.C. . I . I I i ' . :\' ,,-. . / ,y. '~'o'-~ '@ S=O.q10 ! . . ' OF 41.88' V.C .. tO,C. \. • • • • • m "<: <o~~() : • • ~ ,_ PORTION " ••• V •••• c.,m.·.~·,·l"lco <J, ·II • , n ,..._ > ....Jcoc.3 . . . . . , ~~ . ~ I ~0 m ;; ~o· • • I R • • • .-.. "+. .• • • 8 ."!l:' " ::. • I • "' 1.57% :k "k m : 0:, Pl = 76.93 i ' ' • ' • ' • ' ' ' ..-' ' ' • • ' R-1. J% '. R O 5% • • 1" 1 ~ • • • • • ! • • • • • ro 1 • "k :::: "k ~ l---1 • l 6,1c.l : : • • • ' • ~ ~ : • • ~ N • • • • 1JJ • • • • : ' • • • . • • - ' o 1 ,Q 'pl • • • '1 1---·_:_;__: __:_· __c __ :_· __:__J __ ;__: __:_· .iro~ ___ ·;__, ____ L __ --d!~.1:"i-· _____ _1_ ___ ·:_ ______ __l __ ...J:~-h:~· _· ______ _L__:_ _________ __L ____ !.,.: _ __,_._._:___...L.. __________ _,__ ___________ 11'i=o1-----~*z"l<i;'l, 1----48.42 o.c.----< 7 ~ 12; 8 9 ,,& 6 CAPE WOODBURY (PR/VA TE STREET) 69 68 67 " SEWER CONSTRUCTION NOTES PROFILE SCALES "'•~~"/4 ®--=--INSTALL 8" PVC (SDR35) SEWER MAIN PER CNB STD. 106-L @-INSTALL 4" PVC SEWER LATERAL WITH CLEAN-OUT PER CNB STD 405-L & 406-L @=---CONSTRUCT 48" DIA STANDARD MANHOLE PER CNB STD 401-L HORIZ.: VERT.: @---INSTALL 4" PVC CHIMNEY SEWER LATERAL WITH CLEAN-OUT PER CNB STD. 405-L, 406-L & 408-L @-CONSTRUCT 60" DIA DROP MANHOLE PER CNB STD 403-L 65 64 66 1" = 20' 1" = 4' MEDIAN ISLAND N.T.S. 78 08 TC "/4 DETAIL INT. .,,. . r--(.) oi w lO + 0, :,.. C <'. + -0:, o· 00 "< .,,: m (0 1 O' ~ c,---, 1 q· ,__ 40' ----'5,/.._ (0 2805' (71)_ \ 2700' J II C ,,: <c (7;) bi R ~ / 6500' + r--,. / I I I , I j I I I I I ' ' ' ·--, __ -----... -· -------"" . i : I I * TFIE CONTRACTOR SHALL VERIFY LOCATION & ELEVATION OF' . EXISTING; WATER LINE: Al D/OR :SEWER LINE($) PRIOR Toi ANY CONSTRUCTION. ; A Y DISCREPANCY SHALL BE REP0RTED CITY A D/OR ITHE . , l , TO THE OWNER, ENGINEER. ! ' STREET CONSTRUCTION NOTES 0---CONSTRUCT 4" AC OVER 8" AB (PRIVATE STREET) ~ CONSTRUCT 6" CURB & GUTTER TYPE A PER CNS STD. 182-L ©---CONSTRUCT 6" CURB & GUTTER TYPE C PER CNB STD. 183-L ®-=---CONSTRUCT 4'-0" WIDE SIDEWALK PER CNS STD. 180-L ©---CONSTRUCT LOCAL DEPRESSION PER CNB STD. 304-L @-FEATHER OVER EXISTING AC PAVEMENT FOR SMOOTH JOINT @--SAW CUT, REMOVE, & REPLACE EXISTING CURB & GUTTER IN KIND PER CNB STD. 105-L @--INSTALL 1 SET OF PVC (SDR35) SLEEVE (2-4", 1-2"), 30" MIN COVER. EXTEND 12" MIN. BEYOND CONCRETE (FOR ETC.) @=--REMOVE & REPLACE EXIST A.C. & BASE IN KIND PER CNB STD. 105-L-A @---SAW CUT, REMOVE, & REPLACE SIDEWALK IN KIND PER CNB STD. 105-L __.., WATER CONSTRUCTION NOTES ~ INSTALL 8" A.W.W.A. C-900 P.V.C. CLASS 200 WATER MAIN WITH BEDDING PER CNS STD. 106-L @-INSTALL 8" RESILIENT WEDGE GATE VALVE PER CNB STD. 508-L @-=---INSTALL 6"x4"X2.5" WET BARREL FIRE HYDRANT PER CNS STD. 500-L @;:::---INSTALL,;," HOT TAP TO EX. 6"ACP WATER MAIN PER CNS STD. 507-L @---INSTALL 8"x6" REDUCER & REDUCER THRUST BLOCK PER CNB STD. 5I0-L-8 ®-INSTALL 1" WATER SERVICE AND METER PER CNB STD. 502-L &-INSTALL 2" IRRIGATION WATER SERVICE AND METER PER CNB STD. 503-L •I . ,I 'I . ' ~ C 2l ,, '-< IIJ rn IJ 0 IJ ~ z G) z C ~ IIJ m IJ \ - I iJ 0 JJ ~ z G) z C ~ IIJ m IJ 0 f f . 26).__ . & BACKFLOW PREVENTER PER STD. 512-L @--INSTALL THRUST BLOCK PER CNB STD. 510-L-A "'-----~ I 58 59 . 60 61 62 STORM DRAIN STREET DATA TABLE SEE SEE SHEET NO. 24 0 BEARING/DELTA RADIUS LENGTH TANGENT 11°57'34" 250.00 52.18 26.19 25°24'53" 248.00 110.00 55.92 11°57'34" 268.00 55.94 28.07 0 48'32'58" 100.00 84.73 45.10 WATER DATA TABLE 228°32'58" 42.00 167.54 93.13 0 BEARING/DELTA RADIUS LENGTH TANGENT © 11°57'34" 232.00 48.43 24.30 11°57'34" 238.00 49.68 24.93 (i'] 7.50 47.12 -- 79.5 SEE DETAIL HEREON MAP DATE IDENTIFIER DATE or 1.ATEST CHANCE TO TKIS t,IAP I BY: O.N. I OAT£ OF THI$ PLOT I 06119/96 20' SEWER TO CITY OF ~ASEMENT WPORT BEACH PER REC. 5018-S COAST HWY TO NEWPORT BEACH WESTCUFF DRIVE PREPARED BY ' AHFP NO. 46 (SHEET 6 OF 1~f HIGHWAY DEPT. -4-.. '5. ~ @------INSTALL 8" 45° BEND, MJxMJ WITH RETAINER GLANDS t I ST. STA. 33+98. 1 D DETAIL 46 55 f-. u -<: t:t ' f-C to· U] ::: ~-~ 5= ~ :c h O 6 <: ct_~ :o n Lw ~: § 0 ~ ~: 0 ;lJ ......:========.---------------------.------------------,---,--,-------------,-,r,;0£"S"'1G;;:;N£°no,,~------r-------------------"1 ~ , ~ 0 PREPARED BY; THIS PLAN IS SIGNED BY THE C1TY or TRACT J SQ J 2 ;2 ;.I, ;c ~z PUBLIC WORKS DEPARTMENT UTILITIES DIVISION 1----J---+--------------+----J NEWPORT BEACH fOR CONCEPT AND '--l... _ • H k o. A • t ADHERANCE TO Cl1Y STANDARDS AND REET. Si:,"ER & W,'AT£R IMPRO"EM"'NTS D.. • ~' ~. unsa er "'' ssocia es REOUIRWENTS THECIT>ISNOT ST, , err, /"11, VI c, /, ~0: _ 1----J---+--------------+---J RESPONSIBLE FOR DES!CN ASSi..1M?T1DNS -. Q ri Irvine, Inc. AND AccuRACY. CAPE WOODBURY c:i Planning· Engineering· Surveying t=J==c=============c=]IJ~ . .,~~~-"'~'~ •~f~f'~~.,,~~;::-;-~(~S~T,~A~. ;;6;+~1~7~-~5~6;T~0;8~+;7~4~. 8:0~):..._ ___ ~ ~ I I\ITh~elHfheH'\lruine, CA 92718 (714~ 58\~-1010 DE~~G~~;~'~'"'"~F/AWN. '1 CITY OF' NEWPORT BEACH ~~ ~;,.;,~~--~··g,,J~~L.,_/,~~~~-~·---~~~-~t~?•~~~~~Ll~~-J..)~c•~•~~~~-!:Y.,~~~.~::::==•=~__l:!~~~\~~~~!V~_l~o:A~T:£.L:8:Y:....JL ___ o:£:S~C~R~IP~T~IO~N:..._ ____ __J~A~PP_'~O-/c,:O~.N~.Afli5'."'"-to:,~~-vE.:---:-j 1------~a'~ UTIJ!ITIES £Nr'fVf1ER DATE CHECKED: DAT£: PUBLIC WORKS DEPARTMENT SH££T 13 OF 32 ~ R.C.£. # 461('..14 NEIL 0. MORRISON RC[ 28545 [XP. J/31/98 REVISIONS · K.M.S. 10-20-95 :s: en I< \DT\42\ 15012\IMP\SH[[T/ 1.DWG 0 JJ ~ z G) z ~ PRO·OS£D r"INI H£D. SURFACE ov~ <&. .WATER 0 :s~o.01B4 <Xl 0. 0, • + . "'fD l ! )',!IN, 36" COVER ; ' BACKFILL W/ EXISTING IMPE:RVIOU CAP MATERIAL WITHIN UPPER 8 ET i- i I t) .W-----~---------· " Lu '"':::: =::i • :::r l I J . I 11------------t------------+-----------+------------t-------------+,---------~.--t-----'----------+---·--------;---------------+------1-- CONSTRUCT 421.71: LF. 12" P.V.C. CLASS ·200 <• 8"W ---··-·· (ACP) I , I \ \ I xi w, ' ' f-THE: CONTRACTOR S 1ALL VERIFY LOCATION & 'ELEVAiON OF • EXISTING WATER UN , t:X. STORM DRAIN PRIOR TO ANY . . CONST~UCTIOf'! ANY DISCREPANC)'. SHAL~ BE REPOR ED TO. THE, O~NER, CITY A D/OR; THE ENGINEER. 1 DOVER DRIVE PER REC, W-4799-S WATER PLANS COAST HWY. TO WESTCL/FF DIRVE NEWPORT BEACH, AHFP NO. 46 PREPARED BY O.C. HIGHWAY DEPT. (SHEET 1 OF 3) (/) ' ('J.) . ' SEE jETAIL "A" HERE6N FOR CONSTRUCTION I I I ()~ H• rn '-' 2 DETAIL NTS. 44 41 FExFE FExMJ '' A'' / / SEE SHEET NO. 29 FOR CONTINUATION OF 8" WATERLINE Q'' u I ,3,,. I I ' I C.O I / / DI 0 0, <Xl ~ " 0 " "" N z / / MAP DATE IDENTIFIER I DA7E OF LATEST OWIGE TO THIS liW' BY: O.N. D.liTE OF THIS PLOT I 05z1szs5 3 ** PROFILE. S ES: ' HdRIZ.: 1" 20': . VERT;: ," 4' NOTE: CONTRACTOR SHALL COORDINATE RECONSTRUCTION OF WATER SERVICE TO CHURCH W/ CHURCH TO MINIMIZE INCONVENIENCE AND SHUTDOWN TIME, 4 5 \ \ WATER CONSTRUCTION NOTES ~ SAW CUT, REMOVE AND REPLACE EXIST. SIDEWALK IN KIND PER CNB STD. 105-L-A ®--INSTALL 6" (PVC TO ACP MOA) TRANSITION COUPLING @-:,-INSTALL 8" @--INSTALL 6" ®'-=--INSTALL 8" (PVC TO ACP MOA) TRANSITION COUPLING AWWA C-900 CLASS 200 WATER MAIN WITH BEDDING PER CNB RESILIENT WEDGE GATE (FExMJ) VALVE PER CNB STD. 508-L STD. 106-L ®--REMOVE EXIST. WATERLINE TO NEAREST JOINT @-=----INSTALL 8" A.W.W.A. C-900 P.V.C. CLASS 200 WATER MAIN WITH BEDDING PER CNB STD. 106-L @--INSTALL 12" A.W.W.A C-900 P.V.C CLASS 200 WATER MAIN WITH BEDDING PER CNB STD. 106-L ©-=-INSTALL 12" RESILIENT WEDGE GATE VALVE PER CNB STD. 508-L @---INSTALL 8'' RESILIENT WEDGE GATE VALVE PER CNB STD. 508-L ' i! <• .:, .. ' ' r - - -y ~ ~ @- INSTALL 6" x4" X2.5" WET BARREL FIRE HYDRANT PER CNB STD. 500-L ** .. 0, 0, "' a, N ✓ 3 CASTAWAYS LANE I I (PUBLIC STREET) PUBLIC WORKS DEPARTMENT UTILITIES DIVISION ( DATE 0 0, "" + "' 2 ··1=:®-=--- -~~@-- 0' ~~ Jl 1"' 0. _/_,,, ~b INSTALL 12" HOT TAP W/ 12" TAPPING VALVE (FEXMJ) TO EX. 24" DIP WATER .MAIN PER CNB STD. 507-L INSTALL 8"x6" REDUCER & REDUCER THRUST BLOCK PER CNB STD. 510-L-B INSTALL THRUST BLOCK PER CNB STD. 510-L-A ®-=--REMOVE & DISPOSE OF INTERFERING PORTION OF EXIST. WATERLINE ®---SALVAGE EXIST. FIRE HYDRANT AND RETURN TO CITY [: ' ,,,•··· r:::),;, .I( • _,. . , • .----'(_ ~ ,.s, _,✓-;.,-, ,, '\\ ~ ->-.. ,~ ,.,/ _,,-"') .-l. ---::::. :.::3:~:;;;, ,~;,c.·, ,/_,,.,,,·•·/',,.--'"'' \ ~ ®'=----ABANDON EX. 8" WATER LINE AND PLUG END AT BOTH SIDES PER CNB SATISFACTION @--INSTALL 6"x6" FExMJ TEE @--INSTALL 12"x8" FExMJTEE ~ REMOVE & REPLACE EXISTING A.C. IN KIND PER CNB STD. 105-L-A G ~: . --lli----': ~ REMOVE EXIST CROSS TEE & 8" GATE VALVE AND REPLACE WITH 6"x8" FExMJ TEE >- ----• ··~;..:,., ,,,, \' C") ,.JA~-1:r••'',,,,,--••' '••(_._~t: ~-. /// /:.~/ @-=----ls SALVAGE EX. PORTION OF WATER LATERAL, INSTALL 2" COPPER WATER LINE AND RECONNECT i IT TO NEW 12" WATER MAIN LINE .PER APPLICABLE PORTIONS OF CNB STD. 503-L ~ ,,.,,,, : ..,, ,,, ,,,,, ,,,. ,. ,.,. ., ,.,,,-'"' /,<' .,' .. ·•· f \ ,,,. ·< -,/ , ..• -••' ;,,l---· , @-:-SAW CUT, REMOVE AND REPLACE EXIST. CURB & GUTTER IN KIND PER CNB STD. 105-L-A ®=-INSTALL 12" x4" FExMJ TEE @--INSTALL 4" RESILIENT WEDGE GATE (FExMJ) VALVE PER CNB STD. 508-L --c '\ ~ INSTALL 4" AWWA C-900 PVC CLASS 200 STUB & PLUG AT END. EXTEND C, z_ ~ 0 0 ,.,,,.,~ /,,. \\ ,..,,,.,,.. __ ,,,,,., WATER DATA TABLE BEARING/DELTA RADIUS LENGTH 29°02'41" 380.00 192.63 '?: -,,,,,_ 2' BEHIND CURB FACE '6 <" u'~ 1,~ '00. ---' TANGENT 98.43 PR ,:-p co V DESIGNED: L-, 'ARr:., 8 1 ,' THIS PLAN IS sGNED sv "' c,n or I----+---+---------------+----< NEV.PORT BEACH FOR CONCEPT AND fl "u, a_· " REQUIREMENTS THE CllY IS NOT t--+---+---------------+---i RESPONSIBLE FOR DESIGN ASSUMPTIONS Irvine, Inc. AND ACCURACY. WATER TRACT 75012 IMPROVEMENTS • rr. ,,nsaker o. Assoc"ates ADHERANc, ,o c1Tr srANO,RDs ANO Planning. Engineering •Surveying r-1-7-----------~~r-1~~~~~~~~"~~L---"-----~C~A~S~TA:_:W.~A~Y~S~~L~A~N~£~ _____ J Three u~es, l ine, CA 92718 (714) 583-,1010 t----+--+-------------~--t----l , • DESIGNED: DRAWN: . • . (Q lctl'f(, DATE BY DESCRIPTION APP'D 0.N. v.v. CHECKED: DA TE: NEIL D. MORRISON RCE 28545 EXP. 3/31/98 REVISIONS K.M.S. 10-20-95 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 14 OF 32 K·\OT\42\ 15012\IMP\SHEET12.DWG • >-f- Q I "' -0 "' -f- lJ S( ~ <C ti) ::: < S( ., ..J ::. QO I-0 < Q: Lu ::'; \!; a Q: ~ (j -a c:, Q) ,., -I~ "' Q) "' Q) .. c:i :i "' ci:i " " ~ , m 9 E • a ~ z C < C s 0 ' " ; r. C 6 • 0 " < 2 C < ~ C ~ > a • m 0 • 0 • • m < z C C • $ 0 ., ~ " !" n ~ ~ a ~ 2 " ~ ~ 2 I a 5 n a ~ a ~ 0 2 ~ z "' n ,. C 2l "' z " vJ fJ ~ ~ 2 I a r D 0 ~ ~ ~ 0 z 'D s z m " ~ ~ a ~ z ~ I 5 n i ~ 0 z \ ) / '-$ m m JJ 0 JJ ~ z G) z C $ m m JJ 0 JJ ~ z G) z C $ m m JJ 0 JJ ~ z (j) z C .- i} '> .... r-J - • u • w ;-- I'-• r,. N -+ . LO . '.() <{' I V): w z _,__J. ' :::c: U: f-' ~: 2' 5 ~ N "' ,-:, tD FINJSH£_D , 5/)RFACE OVER <f. WAT£R • PIP£ "" "' "" a, ' • + u ,n [II OJ U' ' + () "' ' ..,. LOT L 6 0 IN, 36" COVER ! ---~--.. ---~~ '<' I ' LOT K WATER DATA TABLE BEARING/DELTA RADIUS LENGTH 23°04'32" 300.00 120.82 MAP DATE IDENTIFIER 0,/;~ OT I.A~T CHANGE TO THIS MAP I BY: O,N-I DA.TE OF THIS PlOT I osz19z9s I N v '° TANGENT 67-24 l I I I FINISHED-SURFiCE ' OVER ft_ WATE PIPE MIN-36" COVE ' I ' ' ' , BACKFILL W/ EXISTING IMPERVIOUS I I' CAP: MATERIAL WITHIN UPPER 8 FEET ' n''r -j'-l~ .. ~ --_"'-_-_-___ ..,_-_-:.,_:-_-_-_-_;_-:----ii_-_-:._:-__J,71~--.L-----:;::--,f:.::::::-:::-""."""---~~:_-11 __ , r--------'--i ,,~; S"-0,0050 11 . ' : PROFILE :SCALES : HORjz.:· , '. VERT.: ' ' :1": 20·: :t":... 4' 119 P-UBL/C WORKS DEPARTMENT UTILITIES DIVISION DAT[ C STAWAYS NORTH· 2 1 WATER CONSTRUCTION NOTES @--INSTALL 12" A.W.W.A C-900 P.V.C CLASS 200 WATER MAIN WITH BEDDING PER CNB STD. 106-L @--INSTALL 12" RESILIENT WEDGE GATE VALVE PER CNB STD. 508-L @-=---INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CNB STD. 515-L @---INSTALL 12" 22.5° BEND, MJxMJ WITH RETAINER GLANDS ®---INSTALL 2" IRRIGATION WATER SERVICE AND METER PER CNB STD. 503-L & BACKFLOW PREVENTER PER STD_ 512-L @-INSTALL THRUST BLOCK PER CNB STD. 510-L-A @--INSTALL 12"x12" FExFE TEE ~ ~ DESIGNED: PREPARED BY: rn,s PLAN tS s,GNED ev THE err, or f---+---+---------------+-----1 NEM'ORT BEACH FOR CONCEPT AND • Hunsaker o. Assoc.;ates ADHERANCE ,o mY sTANDARDs AND CX.-t, REQUIREMENTS. THE CITY JS NOT 1----+----+---------------+---i RESPONSIBI.E FOR OES:GN ASSUMPTlONS Irvine, Inc, . AND -sccuRACT. Planning•Engineering•Surveying '-u ~ CASTAWAYS LAN[ & CASTAWAYS NORTH Threel!hes, Irvine, CA 92718 (714) 583-1010 \t \ ( ~ DESIGNED: DRAWN: N ~ ~N\: , <o\ lq l tt., 1-,D,..A=TE....1..._Br--1 _ _,,,_D_E_s_cR_1P_r_1o_N _____ ...1...AP_P_'D-lrio:;;,.N7• TTT;:----t;;,;v.nv.~--, CITY OF NEWPORT BEACH 1------ NEIL D. MORRISON RCE 28545 EXP. 3/31/98 REVISIONS c1;:~ctED: D~;~;0-95 PUBLIC WORKS DEPARTMENT SHEET 15 OF 32 TRACT 15012 WATER IMPROVEMENTS K:\DT\ 42\ 15012\IMP\SH£ET13.DWG I I ,: ~ . • •· ~ [: □ ~ I • ro s:: ' z C !, < • ,, m • □ " m . l> • -, ~ fl =· • ~: □ ,; " m < ~l z C c, " 0 m i5 ;;: • c, □ " c'j " " l> • or h Cl:: Q i CJ < ~ :,_ ,_ G 5': ~ ;:: U) -s: c., [;i & ::, I "' I -a "' -,_ I c., -s: ::':: \0 U) ;:: I ~ ., _,:;;; Q Cl Cl, ~ ,_ Q::B □ < -" lLJ 1i □ D :;;; " ~ ~ . z 0 ;; C C n:: ~ □ ~ (i~ ,; □ -Cl Q CY, ") 1;:;: "' CY, 'St CY, ' 0;;,: :;,; i'i5 < z !" n ,, C: 2i " z " " ,;; z :,: 0 r 0 0 0 CD " 0 ~ a z 'a " 2 !" n 1' 'ii 0 " z " uJ "' 'U ,;; z :,: 0 5 n 0 {I 0 ~ a z l! z !" n ,, C ~ a " z " " ~ I 0 r 0 " a " " 0 ~ 0 z C"l ~ 1;; ,, ;;! -I ::; m )> ;o -< s (J) "C r ;u 20 go< C"l m 1;; s _, m )> z ! iil (J) - \ \ I ' \ \ I ' s. tIJ m JJ 0 II ~ z G1 z C ~ m m JJ I --:~ Ji (J ,,,. ("1 0 II ~ z G1 z C $'. m m JJ 0 II ~ z G1 z r r--~~=--r--"'."""""'==,1r=-=--===============;=="'=' =====r=-=~-=-"r--~~-....,.-----.....,--~--..,.....--~~~r=====-e==~==-:""'== __ ~ __ ~ __ =-~-~=====i=====~,.,,,....,=--=-,-,: I --I I .i FINISH£D. SURF, C£ OV£R (£ WATERj PIP£ i l,8"'Q,_-----------+----------+--~----------,-----------l-------'c----------+-------------;-------·----f----------'.L.--+---------·-~--·------ "' 0 S=0.0050 BACKFILL W/ EXISTING IMPERVIOUS CAP MATERIAL WITHIN UPPER 8 FEET ~ ~ . . . io "' S=0.0050 ' . -r· --- ' I 8 H-- ~ + 2rt-·-------+---1'-0------t-11 -$ (/)I-!-----------:+---:----:---:-----:--+----------+-----------+------------+----------C NS\RUCT 632.98 _L.F. 1;,;• P.V.C. C SS 200---------i------:------:----j------------~-----------+-----------+----------I w ,I i ·Z I 1--..,·_11--------+----,------'----+---'-------,------+------------1------------i------------+---'-----------+------------+!-------------~-----·-·--------------+--- I ·u 1-'-- ·<C 2 ------i-------- 1 i ·---r-- 1 13+00 WATER CONSTRUCTION NOTES @---INSTALL 12" A.W.W.A C-900 P.V.C CLASS 200 WATER MAIN WITH BEDDING PER CNB STD. 508-L @--INSTALL 12" RESILIENT WEDGE GATE VALVE PER CNB STD. 508-L @-INSTALL 6"x4"X2.5" WET BARREL FIRE HYDRANT PER CNB STD. 500-L ®-INSTALL 1" WATER SERVICE AND METER PER CNB STD. 502-L 12+00 ®-INSTALL 2" IRRIGATION WATER SERVICE AND METER PER CNB STD. 503-L & BACKFLOW PREVENTER PER STD. 512-L 117 118 11+00 116 53 \ . . : HORtZ.:' 'VERT.: 115 "1'': O': ·111:... , . <o /\ ~ O> 10+00 114 3' 53 I I \ 9+00 0 CD 113 112 3' ' ii 53 /I 28 I WATER DATA TABLE BEARING/DELTA RADIUS LENGTH 42°51 '34" 612.00 457.80 111 <9 I I 8+00 TANGENT 240.21 t f I 1- (.J SC I?:= <.c VJ ::: < 3~ ' D.. a ,_ a <Cl: ,-------,-------------------.------------------,;--,--,-----'----------,---,,::,=,-,=:---:------,-------------------~~-~ PREPARED BY: ~~~,;~,~a;, sio,rn sy THE CITY o, TR'ACT 15012 ~ fi ~or~Jn,.!mfl~ I BY, O.N. I DATE CF THIS ~T 06/19/96 PUBLIC WORKS DEPARTMENT UTILITIES DIVISION DATE • t--+---t---------------+---, NEWPORT BEACH FOR CONCEPT AND f-i Ct: Hunsaker & Assoc"ates AOHERANCE TO CITY STANDARDS AND Cl.. ti REOUIREMENTS THE CITY IS NOT ..._,. • • T. l 1---+---+---------------+-~ RESPONSIBLE ro, ocs,oN ,ssu"enoNs W,' II T[R /MPRQ V[M£NTS "'= ua .1'Y'VineJ nc. AND ACCURACY. /1 ' I a Planning·Engineering·Surueying _J,._'-~ CAP[ ANDOVER °' Three !hes, ine, CA 92718 (714) 583-1010 l---+--1--------------f----.fm'f,if/jffi_if":=Toi?Av.if:"'""'...;..""t-=-::=-:-::-:::--:"".':=-:--:::-::-=::--=:=--:--=-:-.,----------fl ~ DESIGNED: DRAWN: 1 ;'.:: . CJ t~\q~ DATE BY DESCRIPTION APP'D O.N. v.v CITY OF NEWPORT BEACH ~ 8i CHECKED: DATE: NEIL D. MORRISON RC£ 28545 EXP. 3/31/98 REVISIONS K.M.S. 10-20-95 PUBLIC WORKS DEPARTMENT SHEET 16 OF 32 K:\DT\ 42\ 15012\IMP\ SHE[T14.0WG I ,, " ~ " > $ a z rn 0 ~ s □ " z ~ ~ 2 :i: 0 5 " n m a 0 " ,l a m 0 " ~ • < z 5 C 2 ;: • m " a " " 'n > ~ " I" ~ C i'l ~ 2 ~ ~ i vJ "' (1 ::;: I;; ► ~--1 :; m )> ;o -< s "' "C r ;o zo "'< nm I;; s _, m )> z :; --1 ~ (f) u, z ) ~ [D m II 0 II ~ z G) z C s: [D m JJ ..- 0 II ~ z G) z C ~ [D m II 0 JJ ~ z G) z C '/i. -J 0 -('-' u w Lf) f'.. -8 n Lf) + f'.. . ~ (/) > "'-s-. z (0. "' v ' . FINl$HED SURFACE - OVER (£_' WATER PIPE· . I . . -. I ' 36" . . ~ BACKFILL W/ EXISTl~G IMPERVIOUS CAP MATERIAL WITHI UPPER 8 'FEET 0 48 , 1! > " z _m n ---~--------~ C ~ 0 ~ ~ ~ r-- --'7~ z o:i 3: ~,----------1-----------'-t---------+-------,-_J,,.,~+l==o:;J~--:----'------'-t-,---+---'-----,-----,--+-'-----'------,----+----------l------'---'-'~701-+---,----+---+--'-----'------+----------l-----------'----l---+--l * I / I ____:J I . u /--,- '<( 2 7+00 ,...., __ -:::::~~~:: !, -. .. __ . .:---.. --... "'·-. ... -----.:::----...... ' ---....... ·--·----··-. ...... ----.. --r· -----:-···· ,..-:·----·---···-.._ r'f: . .. ·-··- , • -, ·-..... M _____ ,.·,r---"-· .. .. •• ::.-.~.--~--~::::::: ' .................. ___ --... _ ---~ ···----- 6+00 WATER ES HORIZ.: • 1"·= O' ' ' VERT.: • • 1"· ' = ' . . 5+00 CONSTRUCTION NOTES 4+00 @--INSTALL 12" A.W.W.A C-900 P.V.C CLASS 200 WATER MAIN WITH BEDDING PER CNB STD. 106-L C,4S @---INSTALL 12" RESILIENT WEDGE GATE VALVE PER CNB STD. 508-L 1 s'f111-',4yS 8=----INSTALL 6"x4"X2.5" WET BARREL FIRE HYDRANT PER CNB STD. 500-L ¼ . Si-ftt1 1,//0frr/-f @---INSTALL 12" 90° BEND, MJxMJ WITH RETAINER GLANDS 78• / j ? @---INSTALL 2" AIR & VACUUM RELEASE VALVE ASSEMBLY PER CNB STD 515-L 1 118,I Ii ~ , .. ! .. _;--~. -.... @-INSTALL 1" WATER SERVICE AND METER PER CNB STD. 502-L / ~I • --~ INSTALL 2" IRRIGATION WATER SERVICE AND METER PER CNB STD. 503-L & BACKFLOW PREVENTER PER ~~, I I/// 1 @--INSTALL THRUST BLOCK PER CNB STD. 510-L-A '\\ef,,_, Ill ,:p •' @-------REMOVE & DISPOSE OF INTERFERING PORTION OF EXISTING 12" WATER LINE ('J"ih g Ltr,h"'~' I '\ i;t i-. 43 --.. ·-------·--:r--... f/ \\Y ! i\~ I r---...,= ... _ --~-i ··----::.::----::::·--- ; ····--.::·-.. ::.:.~:~:-·::·- ........... \'\ \\ ..,............. -. ...., ____ _ ,._ . ·-·-\ .. ,.. f O t::·-. ---..,;.:---.• --- ----·--·----- .. _ --···----.,,_ .......... , . "•--.,,_ ---·---·---.. .._ .:::::-:- -------. -,...... __ _ : ---/ ........ ! 3+00 ®------INSTALL 12" 45° BEND, MJxMJ WITH RETAINER GLANDS @-INSTALL 12" x8" FExFE TEE REFERENCE: i I i * TH~ CONTRACTOR SHALL VERIFY LJCATION & ELEVATION EXISTING WATER LINE PRIOR TO ANY CONSTRUCTION AN~ DISCREPANCY SHALL BE REPORTED TO THE OWNER, Clr.Y AND/OR THE ENGINEER. : . ' 2+00 '• ., ..... ,.._,...._ ,, ...... ._, I l,j ,.: "" 0 ..... ,, ·-- OF 1+00 ®-:=----PROTECT IN PLACE EX. BOLLARD PER STD. 917-L @---SAWCUT, REMOVE & REPLACE EXIST. PAVEMENT IN KIND PER EXIST. IMPROV. PLANS TRACT 4224, NEWPORT BEACH (SHEET 24 OF 82) ~ (;J ··-............. ,~.~. PER CNB STD. 105-L-A @--INSTALL 12"x8" REDUCER & REDUCER THRUST BLOCK PER CNB STD. 51 O-L-8 @----SAWCUT, REMOVE AND REPLACE EXIST. CURB & GUTTER IN KIND PER CNB STD. 105-L-A @-REMOVE & DISPOSE OF INTERFERING PORTION OF EXIST. 8" WATERLINE & VALVE @--INSTALL 12"x12" FExFE TEE STD. 512-L @--INSTALL 8" (PVC TO ACP MOA) TRANSITION COUPLING &--REMOVE EXIST. WATERLINE TO ' \ \ \ \ \ \ \ 15' WATER EASEMENT TO CITY OF NEWPORT NEAREST JOINT. \ BEACH EXIST. A.C TRAIL ENCROACHMENT PERMIT NO. "' ,.,_. 'v a:, ~ r1Aico - REMOVE EX. 1211 VALVE 12" MJ x FE ADAPTER '~o 9,40 >cf't) <)(4tJ) "•,-.. -. 0 D c., /1;; 1211 (PVC x ACP MOA) "TRANSITION COUPLING ~¼" w -<lcp 85 i'i ~ f,.. fs [s, ,. Lu ::a: ls >-f-. G I ' ' ' . a ' . \'.? I ~ • ;": V) 0 es % " ~ I D 6 " " m □ D " "' □ " ~ D • ~ < z D C ,. < ~ □ " 'fi "' • ~ " !" " /0 'ii D "' ,. " ·-~ 0 ,, (/J "' CAPE ANDOVER (PRIVATE STREET) 40 47 CITY APPROVED PLANS 00 NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIBILITY TO OBTAIN PUBLIC PROPERTY PERMIT WHICH SHALL BE AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN THE PUBLIC RIGHT or WAY. a.-(5 :1 cs&ol I DETAIL N:rS. "B" f,.. '-' <( I': V)~ ~ ::a: :5~ a c,_a "~ MAP DATE IDENTIFIER 0.-.!f; ~ LATEST CHANGE TO n«S w.p I BY:O.N. I DATE: OF Tl11S PL.OT I 06219296 I PUBLIC WORKS DEPARTMENT UTILITIES DIVISION h ~ i i ~ ~ ~ !ii ;g <! ~ ~ ~ PREPARED BY: ~~;1~~;,.°{s s,cNED BY lHE CITY er 1!;1 • i' !il • NEWPORT BEACH FOR CONCEPT AND C) §: ~ Hunsaker & Associates ADHERANc, 10 CITY sTAN□ARDs AN□ TRACT 15012 "' • ~ REQUIREMENTS. THE CITY IS NOT Q. Irvine, Inc. 1----+---1----------------1---l~~i~~~~~c';o'' 0'"0" Assuu,n□Ns WATER IMPROVEMENTS :;:; g Planning-Engineering •Surveying t=j==t=============t=l~~~~t~~~~L-----~C~A~P~[~A~N~O~O~V~[~R: _____ J ~- .., . .-;;µ'-1:f.~~::::::.:• __ _.!,~-~"Z~"l~•i'fk_C, 't \ . I I. DESIGNED: DRAWN: CITY "- Threei~hes, (Kine, CA 92718 (714) 583-1010 "" .,,,,. "'"'""'"' I,,~ 1 <( ;;;, DATE 1:-.J ' • • ,,,l~t~<, DATE BY DESCRIPTION APP'D 0.N. V.V. , • OF NEWPORT BEACH ~ ~ l--'---''-'--=---'--:-"--------->.::.-'-'--=--11--.1--...1...-----~-------..l...-~c"'H"'E""cK""E,..,D.,.:--+.-D"'A"'TE-,--,---1 p B C 1-------1 " .. -----------------~-=~~-------------~---------------.I..--------J..:~~!...:~:..-___________ _J~N~8~L~D~-~M~O~R:R~G~ON~R~C~E~2~8~5!45:..,:E!XP~.~3i/~3~1/~9~B:...__l_..;_ ____ ~R~E~V2IS~/O~N~S~------.l~~:.~L:~~:;,_J.::.u~L~l::..~w:o~R:K:S:....~o~[:P~~:R:™~E=N~T:.l!SH~E:E:T~17~0F:..::3~2JOi K.M.S. 10-20-95 ,:: cij K:\DT\42\ 15012\IMP\SHEET/5.0WG ' \ I (") :ii t;; ):> ... -I ~m )> ;a -< s "' "'C r ;o zo Ii"< '"' m t;; s ... m ~~ :'.( (ll "' z ) $'. m m JJ 0 JJ ~ z Gl z C ~ m m :a ,., J:l ·--iJ (j -- 0 JJ ~ z Gl z C $ rn m JJ 0 JJ ~ z Gl z r- r--1 --' ' *.THE CONTRACTOR SHA L :VERIFY. LOCATION & ELEVAT!I N OF EXISTING STORM ORAi LINE PRIOR TO COMMENCING CONSTRUCTION ANY DISCREPANCY SHALL .BE· REPORTE TO • ·THE OWNER,· Cl1Y ANI I/OR THE ·ENGINEER. • i :z . ::, . oa " . w. 1-• '<t "' I- ,0 0 . "' >!) •+ . --. i ' ! / I iGL,5 ...... --. ~ -:: ,---. : "" ·~ ' ' • 58.69 I • u m> -z --. ... > NZ 0 • N ts ro -+,...: -"' 2+00 r-, N-1' <l) +o N >!> 3+00 CONSTRUCT 91.41 LF -4Z' RCP (2000-D) -~~-----~~W~/~1-~1~;2="~E=x=TR~A-C~O~N7.CR~CT=E~ON~IN~V~--~ CONSTRUCT 159.33 LF -42" RCP (2000-D) z 0 uJ m> a, ,e 0 . .,. r:~ + 0:, 0 .,. O.C.E.M.A. ENCROACHMENT PERMIT NO. 96-00565 O.C.£ M.A APPROVED PU.NS DO NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIBILITY TO OBTAIN PUBLIC PROPERTY PERMIT WHICH SHALL 8[ AVAILABLE ON TH£ JOB AT ALL TIM[$ WORK IS BEING ACCOMPLISHED IN THE PUBLIC RIGHT OF WAY REMOVE & REPLACE EX. LANDSCAPE IMP. ENCROACHMENT PERMIT NO. IN KIND AS REQUIRED. CITY APPROVED PLANS 00 NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIBILITY TO OBTAIN PUBLIC PROPERTY PERMIT WHICH SHALL B[ AVAILABLE ON TH[ JOB AT ALL TIM[S WORK IS BEING ACCOMPLISHED IN TH[ PUBLIC RIGHT OF WAY. LOT 0 39 FINISHED SURFACE I . I ELEV. 71.8 LANDING. ' I ROUGH GRADE·UNDE~CUT . OVER .If. STORM iJRAr _\ -- --: --'--_ ->-. _:,_ --:--~ . I_ ·_ i, ~ BAC FILL W/ EXISTING IMPERVIOUS • CAP MATERIAL WITHIN UPPER. 8 FEET . ·. • 1-,._·_.,,,: --t-,-· _. --'--· -'-·--· -·--t"o"'N':s""TR.::u-=-cT'-"19'-'4-".9"-1_,L'-r_--"42,_·-'R.:.:c:;_P_,<""20::.::0711-ro'-'>--·-· __ • ~----:-: -·--+---· --1·-, PROFILE SCALES HORIZ.: VERT.: 1" = 20' 1" = 4' 4+00 LINE "A" STA to STA 0+66.82 1 +62.50 5+00 HYDRAULIC DATA 0100 DIA Son De Ve Sc 83.5 42" 0.0913 0.013 2.85 9.96 0.0070 Dn Vn Vf Sf 1.25 26.95 8.68 0.0069 i 1-~-··---i--0---80-,.... • 1 I t-! i . , CONST UCT 170.40 LF; 42" RCP :(2000-0) 6+00 STORM DRAIN CONSTRUCTION ' ' J__ 7+00 NOTES @-SAW CUT, REMOVE & DISPOSING OF EXIST. CURB & GUTTER IN KIND PER CNB STD. 105-L-A 0 • OJ • 0 +· I' "A" 1 +67,50 1 +82.02 83.5 42" 0.0368 0.013 2.85 9.96 0.0070 1.61 19.33 8.68 0.0069 ~ CONSTRUCT 42" RCP (SEE PROFILE FOR D-LOAD), BACKFILL PER CNB STD. 106-L @---CONSTRUCT JUNCTION STRUCTURE 1YPE I PER CNS STD. 310-L ' 38 ---'----- "' + • 1 "A" "A" "A" I +82.02 3+26.83 3+31.83 5+26.80 5+37.60 7+08.00 .. ---i--. 42 1 43 78.1 42" 78.1 42" 39.0 42" 0.0368 0.013 2.76 9.59 0.0065 1.55 19.00 8.12 0.0060 0.0050 0.013 2. 76 9.59 0.0065 FULL ---8.12 0.0060 ~ CONSTRUCT JUNCTION STRUCTURE TYPE I WITHOUT MANHOLE PER CNB STD. 310-L @---REMOVE AND REPLACE EXIST. PAVING PER CNS STD. 105-L-A 0.0050 0.013 1.94 7.12 0.0043 1.85 7.56 4.05 0.0015 @---CONSTRUCT 12" PVC (SDR35) ~ INSTALL 12x12 NDS AREA DRAIN @---CONSTRUCT: JUNCTION STRUCTURE VI (CASE I) PER OCEMA STD. 1315 33 ___ , ....... ------------,--·· CAPE AND(DVER I IX) ,., ·---. , .. -. --h+--. . .. . . . ""' .... -,--,---1 . 107 ~~·············j· <~ <:<' _,. " <9·\\ 11> \ Cl ¢I Ii,,,__ [✓~ 11 : ~ - l IX) 32 31 108 □ ----,-j - H -t- ---i-- ' 7 ~~ II ·· 0 0 • CD 0 + I'-- ---::r u ~ 2 Hi 11 I -'0 CONSTRUCT MANHOLE SAFE1Y LEDGE PER DETAIL ON SHEET N0.2 ,") 18' . 18'-0:::--~ 1 11 CONSTRUCT MANHOLE NO. 4 PER CNB STD. 308-L r--, ·1 r1-I CONSTRUCT JUNCTION STRUCTURE 1YPE Ill PER O.C.E.M.A. STD. 1312 LINE A CASTAWAYS NORTH 0--(USE TYPE v CEt,1ENT) SEE SHEET NO. 21 DATA TABLE l ) BEARING/DELTA RADIUS LENGTH TANGENT 0 4°06"38'" 90.00 6.46 3.23 19°22'50" 90.00 30.44 15.37 8°55'56" 90.00 14.03 7.03 h lJ s:: ~ ;21 u, -<'. s:: " ..J ::,. Cl.. Q-5 03 h ~• <'. ~. lcJ -,---------"T'"-------------------.----,---,----------------,.--,--=.;.,,..---------,.---------------------~ ::, c \s;' ~ ' K:\DT\42\ 15012\IMP\SH[[T16.0WG 0 g ct :§'. ~81 a -()fJ -9i ('J ~ 1;; )> ~-; :Em :,, ;u -< s en .,, r-;u 20 "< r, m 1;; s -< m :,, z :E -; :!;;: (/) en z \ ! ) '-s;: (I] m JJ 0 JJ ~ z Gl z C ~ OJ m JJ 0 JJ ~ z Gl z C $ OJ m JJ 0 JJ ~ z Gl z C - .,. i} 0 7v ' . 0 o· <X): 0 + . ' ' r-.... 1-- . . CONSTRUCT 41,,Ji lF, -42" RC 7+00 1-- I J BEARING/DELTA 0 42'51 '34" I -I FINISHED ·s JRFACE OVER <c, STORM DRAIN . BACKflLL •W/ EXISTING IMPERVIOUS CAP MATERIAL WITHIN UPPER 8 FEET / CONSTRUC 206.5~ lf, -il6" RCP (2000-D) 8+00 DATA TABLE RADIUS LENGTH TANGENT 605 00 452.56 237.46 • t 9+00 ------,.---•--.-----.--. ' ' i . . . ! . ,, -, ! l -----r--------------------~---- ; l ! ----' ----r--- . ; --------------' >----- HGL,o, l i -·W L-~-~-__.:.-_·~~-+-i-:~---"-_;__r·~--:-i-z ' ; • ' :~ ' ....:J ----s,,;o.ooso i "' ' ,"'! ,ro '<D , i-E---· ----+-----· __ __,C:.::O::.:.NS::.:T.:.:RU::.:Cc:.T_:1c.:.7p~-::.61c...:;;:lf_·_-..:3:.::0"-"RC;;::P_,_,(2::::00::.:0:...-.::cD)c_· __ -t,----------, CONSTRUCT 122.67 LF· -3(1' RCP r2000-n, • I PROFILE SCALES HORIZ.: VERT.: 1· = 20' 1" = 4' 0 0 MAP DATE IDENTIFlER OAT'E ~ lATEST CH.t,NCE TO 7M1S w.P I BY:O.N. I 10+00 LINE "A" "J( "t( 11 +00 12+00 4 HYDRAULIC DATA \ 1/ 13+00 STA to STA Q,00 D 4 IA 2 " So n De Ve Sc Dn Vn Vf Sf 22~ \\ y~ 7+08.00 7+56.31 39.0 0.0050 0.013 1.94 7.12 0.0043 1.85 7.56 4.05 0.0015 I_, 115 PREPARED BY: • STORM DRAIN CONSTRUCTION NOTES @--CONSTRUCT 1 8" ~ CONSTRUCT 30" @-CONSTRUCT 36" RCP (SEE PROFILE FOR D-LOAD). BACKFILL PER CNB STD. 106-L RCP (SEE PROFILE FOR D-LOAD), BACKFILL PER CNB STD. 106-L RCP (SEE PROFILE FOR D-LOAD), BACKFILL PER CNS STD 106-L (§--CONSTRUCT 42" RCP (SEE PROFILE FOR D-LOAD), BACKFILL PER CNB STD. 106-L @-CONSTRUCT JUNCTION STRUCTURE TYPE I PER CNS STD. 310-L @-CONSTRUCT CONCRETE PIPE COLLAR PER CNB STD. 313-L ~ CONSTRUCT CATCH BASIN TYPE OL PER CNB STD. 306-L DESIGNED: Tr-ilS Pl.AN IS SIGNED 8'!' THE cm· OF TRACT 15012 1----t----t-----------------t----t NEWPORT BEACH FOR CONCEPT AND • Hunsaker & Assoc,(ates AOHERANCE To1c,n·STANDARDS AND t, REOUIRE'-IENTS, ~E CITY IS NOT t-~--t----f-----------------j----1 RESPONSIBLE rDR DESIGN ASSUMPTIONS Irvine, Inc. AND AccuRAc, Planning • Engineering • Surveying ;?, J,,, ~ . L ~ wit•. qne, CA 92 : 18 ( 7 /i~l:r~zto DATE BY DESCRIPTION APP'D ;~~;~'"'o~~-WN:""'. PRIVATE STORM DRAIN IMPROVEMENTS LINE A CAPE ANDOVER CITY OF NEWPORT BEACH CHECKED: DATE: NEIL D. MORRISON RCE 28545 EXP. 3/31/98 REVISIONS K.M.S. 10-20-95 PUBLIC WORKS DEPARTMENT SHEET 19 OF 32 K·\DT\ 42\ 15012\IMP\SHEETl 7.0WG I I a b z a r □ [)~ /;; ~ ~-i :.;m ), ;o -< s "' "Cl r-;o 20 11' < nm /;; s -< m ~~ =< en "' ;a: z C $ OJ m JJ 0 JJ ~ z G) z C $ OJ ITT JJ \ I 0 JJ ~ z G) / z C < OJ ITT JJ ) 0 JJ ~ z G) -..,. -iJ 0 . -' • CONSTRUCT 18.59, LF' '3D'' :RcP; (2000-'D) ' ' 0 . . . ' , ~-------;'. __ • ---;:C:.::O=c;NS::..:'lR:.::Oi:'C";T-:C,8::c9·c:;;25:::...,:Lt--------l '. 21'; RCR (20ooco) 13+00 22 MA1CH . . . A CONSTRUCT 194.6◊ LF -21" RCP (2000-0) . f-,l,,,!-J---------+----=-:.....:..;.:....:..:..:_:.:..::..::..:...:::.__...::.:_:.:.:::....i-=-;.::.....::.c::.__ _____ -+_----~ I _, I I 14+00 PROFILE SCALES 15+00 HORIZ.: 1" = 20' VERT.: 1" = 4' LINE A IMP DATE IDENTIFIER O~TE OF u',TEST CKo'NCE 10 THIS W.P I BY: O.N. I DA.TE OF' THIS PLOT 06/19/96 I ' i I 16+00 ' . ( LINE "A" "A" "A'' "A" "A-3" "A-4" "A-5" "A-611 LJ 0 STORM DRAIN CONSTRUCTION NOTES @-----CONSTRUCT 18" RCP (SEE PROFILE FOR D-LOAD), BACKFILL PER CNB STD. 106-L ~ CONSTRUCT 30" RCP (SEE PROFILE FOR D-LOAD), BACKFILL PER CITY STD. 106-L @--CONSTRUCT JUNCTION STRUCTURE TYPE I PER CNB STD. 310-L _ @--CONSTRUCT JUNCTION STRUCTURE TYPE I WITHOUT MANHOLE PER CNB STD. 310-L @----CONSTRUCT CATCH BASIN TYPE OL PER CNB STD. 306-L @---CONSTRUCT 21" RCP (SEE PROFILE FOR D-LOAD). BACKFILL @--INSTALL 12" PVC (SDR35) AND PLUG END PER CITY STD. 1 06-L @---CONST. JUNCTION STRUCTURE VI (CASE 1) PER OCEMA STD. 1315 HYDRAULIC DATA STA to STA 0100 DL'. So n De Ve Sc Dn Vn VI Sf 12+74.50 12+93.09 28.3 30" 0.0050 0.013 1.81 7.42 0.0062 2.00 6.73 5.77 0.0048 12+97.75 13+87.00 11.9 21'' 0.0050 0.013 1.29 6.28 0.0071 FULL ---4.95 0.0056 13+91.66 l 4+98.50 2.2 21" 0.0050 0.013 0.54 3.53 0.0047 0.53 3.62 0.91 0.0002 14+99.50 15+86.26 1.2 21" 0.0050 0 013 0.39 2.98 0.0047 0.39 3.04 0.50 0.0001 12.2 18" 0.0480 0.013 1.32 7.40 0.0121 0.78 13.21 6.90 0.0135 4.4 18" 0.0100 0.013 0.80 4.56 0.0056 0.68 5.68 2.49 0.0018 5.9 18" 0.0050 0.013 0.94 5.08 0.0062 1.01 4.66 3.34 0 0032 4.1 18" 0.0100 0.013 0.78 4.45 0.0054 0.65 5.58 2.32 0.0015 ( CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH TANGENT 90°00·00" 22.50 35.34 22.50 17°40'20' 155.00 47.81 24.09 36°16'35" 22.50 14.25 7.37 " ll <,: I": <c U):::: < <,: •. ~::, D.. 0 " 0 < Ct: ,----------........ ------------------.----r---,----------------r----.----------....... ---------------------11~ '.s:' PREPARED BY: ~~~,;~.~0;, SIGNED BY'"' CITY OF t---t---t----------------t---1 NE'M"ORT BEACH FOR CONCEPT ANO • lfu""saker & Assoc"ntes ADH£RANCE TO CITY STANDARDS ANO-. ·I II t,,\.A,' REOUIR(MENTS, JHE CITY IS NOT t---t---t----------------t---1 RE:S?ONSIB~E FOR DESIGN ASSUMPTIONS Irvine, Inc. · _ ANO Accu,,cy Planning • Engineering • Surveying JO., . -.? /_ I I/_. I •. , TRACT 15012 -PRIVATE STORM DRAIN IMPROVEMENTS LINE A CAPE ANDOVER & CASTAWAYS NORTH 0 Q: ~(.; -o a Thre]H\ugheslt ine, CA 92718 (714) 583-1010 -~"" "°"' ""'"""" o.rr, \ ( DESIGNED: DRAWN: c;, ~ "-' . . U\lctlcti, DAT[ BY DESCRIPTION APP'D O.N. v.v. Q,' CITY OF NEWPORT BEACH ... ~ 1..si:s....i~~!:..:l....:..:..:....-, ____ =.._ _ __..::'.:...ll,~=='.'.........-l--.l.--....l....--------------.l.----!7C,;::Hiic[7'c7<Kic'[Di'r::---;D;rA;;;Tri'[~: ~--i 1--------• · N[IL D. MORRISON RC[ 28545 [XP. J/31/98 RE.VISIONS K.M.S. I0-20-95 PUBLIC WORKS DEPARTMENT SHEET 20 OF J2 ~ ~. --------------------------------------------------------------...i.---~----------------..... --------------------i....;.~-.....1-.;...;,;..;.;..--,1 __________ ...... ____ --ll ' K:\DT\42\ 15012\IMP\SH[[T/8 DWG i I N 0 0 ,, I , I 1· () ~ ~ l> :;; -I :;; m :,,;ti -< s U> "O r-;tJ 20 II"< nm ~s -<m ~::i ~ (/l U> z z C :;;: . m m JJ l I 0 JJ ~ z G:J z C :;;: [O m JJ □ JJ ~ z G:J z C :;;: m m JJ □ JJ ~ z G:J -<.I' C 0 w a. a: B - 0 ?5.40 °INV • r2"w w . a, >" .,_ Z' " -· tO o' O <IY + I-")' -LO' 1+00 44 0 CD ® 0 . . __ ,_ (_) ai > . ,.... z . ~ - ' f2 0 + u-i BEARING/DELTA 45°00'00" 47'57'32" 49°25' 16" BACKFILi, w/ EXISTING I PERl'IOUS : CAP MATERIAL WITHIN U PER 8 FEET CONST UCT 156.0Z LF:-30" RCP:(2000-0) 2+00 107 DATA TABLE RADIUS LENGTH TANGENT 45.00 35.34 18.64 155.00 129.74 68.94 155.00 133.70 71.33 w "(L 0. C, ' 'Z • UJ " • "' "' •ce, "' . + "' .N ID z B w ID> -z " ----- 3+0 I I FINISH D SURFACE OVER t sroRM. DRAIN --- PROFILE SCALES HORIZ.: VERT.: 1" = 20' 1" = 4' -·- ' ' 0 ' CONSTRUCT 212.11 L -• 30•: RCP (2000-D) 4+00 LINE B . . ROUGH RADE UNDERCUT. OVER ff iTO~M qRAt~ --. . --1- 5+00 w D. a: 0 z w N "' <O -+ '°· w 0. a: z B w ID ~ > N .e. -----"' ---" N c;, " + ,-: U1 <O ~ w :': :Ti ..; -• ..,. 0 + oci U1 "' ----. .....,..::...,_ ~ _, . ' HG,~·- HGL ----" s~o.0040. I . ---=-+-I--_~- . . > z "' -"' co '° • CONSTRUCT 171. 8 Lf' -: 24"· RCP (2000-0)• LINE "B" "B" "B" "B" "B-1'' "8-2" 6+00 7+00 STORM DRAIN CONSTRUCTION NOTES @--::------CONSTRUCT 18" RCP {SEE PROFILE FOR D-LOAD). BACKFILL PER CNB STD. 106-----L @-CONSTRUCT 24" RCP (SEE PROFILE FOR D-LOAD), BACKFILL PER CNB STD 106-----L ®-=---CONSTRUCT 30" RCP (SEE PROFILE FOR D-LOAD), BACKFILL PER CNB STD. 106-L @-CONST~UCT 42" RCP (SEE PROFILE FOR D-LOAD), BACKFILL PER CNB STD 106-----L @-CONSTRUCT JUNCTION STRUCTURE TYPE I PER CNB STD. 310-----L @---CONSTRUCT CATCH BASIN TYPE OL PER CNB STD. 306-L 0--CONSTRUCT MANHOLE N0.4 PER CNB STD. 308-L HYDRAULIC DATA STA to STA 0100 DIA So n De Ve Sc Dn Vn Vf Sf 1+03.69 1 +38.69 39.0 42" 0.0088 0.013 1.94 7.12 0.0043 1.57 9.34 4.05 0.0015 1 +43.69 2+99,71 32.1 30" 0.0050 0.013 1.93 7.90 0.0069 FULL ---6.54 0.0051 3+04.71 5+15.82 32.1 30" 0.0082 0.013 1.93 7.90 0.0059 1.79 8.52 6.54 0.0051 5+21.82 6+93.00 16. 1 24" 0.0040 0.013 1.45 6.62 0.0066 FULL ---5.12 0.0051 ---2.0 18" 0.2440 0.013 0.53 3.55 0.0049 0.20 14.17 1.13 0.0004 ---6.1 18" 0.5280 0.013 0.95 5.14 0.0063 0.29 25.83 3.45 0.0034 i3 -s: L.J a::, l-g:; ~ ~ ~ t G I \.'! ~ I i ~ I Vl 0 I I I- '-' -s: ~~1 Vl ~ ;,, -s: .. ii:~~ a,-;; f-. Ct:" < ~ .----------.--------,------------.---,----,--------------..... ---,r-----------...----------------------~' DESIGNED: ~ PREPARED BY: THIS PLAN JS SIGNED BY THE CITY OF TR'ACT 15012 a t---+---t---------------+---JNEwPORT BEACH fOR CONCEPT AND /-\ Q:: Hunsaker & Associates ADHERANc, m CITY sTANDARDs AND Q t---+---+---------------+---l:i~~g'Ji~~;r'FoR"6~s\~';' 11,~'i..i>noos PRIVATE STORM DRAIN IMPROVEMENTS =§ ~ 1 Irvine, Inc. AND AccusAcY. LINE B ~ Planning· Engineering· Surv_eying {).;/. ,I 1Jf t4-..L'-/l-Sfg, GAST A WAYS NORTH ~ ' hes~ine, CA 92718 (714} 583-1010 ~t'.3,¥,,,,,,,.,,,, "'"'· - l 1-----1----+------------1--liio:t-6.s'tri1c~N~Eo'rf:=TroiiiRA::riwiii:Nt': ------;-:C:-:ITY::-:--0-::F-=-N-:-:-:E::-:W-:::P:-:O:-:R=:T::-B::-EA::-:-C-::H:-:.-----1 c!, ~ • I • , Co l"t.l'f<, DATE BY DESCRIPTION APP'0 O.N, v.v. ------~ .,. 0) ~0or~1hJPc~~~ I BY: O.N. I n.t.TE or THIS PLOT I osz19z9s I l....);Nc::E:::IL~Di. ~M~O-=R~Rl:.:$~0N=R=C=E=28=5=4=5:...E_X~P~. ~, 3:!,/..\,3:!,1 /~9~8-REV! s ION s c~~c:.Eo: 0~ ~=~0-95 PUBLIC WORKS DEPARTMENT $HECT 21 OF 32 ~ ~ ___________________________________ ...., _____________________________________ ...,. __________________________ .._ _______________________ _,_, ____________ -____ ....., _____ _ K:\OT\ 42\ 15012\IMP\ SH[£T19.0WG ~ I fl 0 N -i ~ \ 0 :a ~► -I -I ~m :,, ;;o -< :s:: en "1J r;;o zo II'< Om ~ :s:: ..., m ~~ ~(/l en z z C s: (I) m JJ 0 JJ ~ z Gl z C < rn m JJ 0 JJ ~ z Gl z C s: (I) m :0 ) I 0 JJ ~ z r.l -.,. -iJ D ... N . ·O 0 • ·n (j) ·+ CD . • ·<t +-:· .:::; :if) ',:n . .,, 'W :?i ::z;: ·-. ....J 7+00 102\ \ / ◊ --- S=O.O 40. c3 u cri uj > > en z ... z --"' "' "' sj "" r--,-, ID "' -r <ri. + a:J .... <O r--"' CONSTRUCT J 18.08. LF -24" RCP. (2000-D) 100 w (L 0. 0 z w > a:, z. 0 --,t') • -0 + m ID "' 8+00 w <,,i 0.. ,: [D ' $ > z ;;;;• 6 -"' W N q. [D >+ m !IT ZOl .,,. r--- u"i " • -0 + 0)' ro "' "---0 o«- 0"' 1/ LAT B-3 N07°14'15"W (SEE SHEET No.25 FOR PROFILE) ·' / Q, d~@~2~ I OVER ~ STORM DRAIN I ' ' I ROUGH GRADEi UNDERCUT , OVER ~ STORM DRAIN -----t-------r-----~------f------ HGL,'°:L_ . . HGL;5 • = u "' Q_ .... '" "" + "' L ~ 00 "1 m <O . . . BACKFILL W/ EXISTING IMPERVlO S CAP MATERIAL WITHIN UPPER. S EET. CONSTRU.CT 157.58 LF -. 24" RCP (2000,-D) • 9+00 w 0. a: 0 z w ~ r') .,., ,,,; 0 .... ,... + 0, "' "' STORM DRAIN CONSTRUCTION w .Q. a: z 6 ·W [D . > oz □-_a:j N .... r-- + ~ "' "' 10+00 NOTES 1 LIN PROFILE SCALES HORIZ.: VERT.: 1" = 20' 1" = 4' S=0.0050 • > z .,., "l . a " l CO.NSTRUCT, 225.97. LF -24" l . CP .(2000-D) 11+00 LINE STA to STA O,oo "B'' 6+93.00 8+ 11.08 16. 1 • B" 8+ 15.75 9+ 73.33 13.4 • B" 9+78.00 12+03.97 13.4 "B" 12+08.63 13+40.28 8.8 "B-3" ---2.5 "8-4" ---0.8 "8-5" ---4.7 "" 76.0 T.C.8. w • e!a w ' u w '(L LJ ,a. 'a: . a. ' ,,-; ~·o .z . "l ~ z a 'UJ •W "' "'. ,[D . + ": .... ,-OoO\ Z ·:2 ~ -.... .,., . -a 'ID >X) + ,o ro N + . ,N 0 .--.... c_i cri w -~ . a_ > • t--i': ;;;; . .,. > ,t') w .a ~ '" ~-t,i N, ID "' "' -N "' + . .,., ·c::i + ... .., .. n .. _ .,. ... N -"" ..... .... -,-·+ ~ ·-. . 'n - ,.._ CONST ucr 131.65. LF ·-2f RCP ,(2000-D) 12+00 13+00 HYDRAULIC DA.TA DIA So n De Ve Sc Dn Vn VI Sf 24" 0.0040 0.013 1.45 6.62 0.0066 FULL ---5.12 0.0051 24" 0.0040 0.013 1.32 6.10 0.0059 1.54 5.18 4.27 0.0035 24" 0.0050 0.013 1.32 6.10 0.0059 1.40 5.70 4.27 0.0035 24" 0.0050 0.013 1.06 5.22 0.0050 1.06 5.21 2.80 0.0015 18" 0.1670 0.013 0.60 3.80 0.0050 0.25 13.24 1 .41 0.0006 18" 0.2420 0.013 0.33 2.74 0.0050 0.13 10.72 0.45 0.0001 18" 0.0251 0.013 0.83 4.66 0.0057 0.55 8.10 2.66 0.0020 \, ! LINE B 83 I I 184 \as I DATA TABLE 0 BEARING/DELTA RADIUS LENGTH TANGENT 0 12°08'38" 205.00 43.45 21.81 ® 90°00'00" 45.00 70.69 45.00 @ 30°00'00" 155.00 81.16 41.53 © 20°14'37" 255.00 90.10 45.52 ® 48°24'07" 45.00 38.01 20.22 ~°' ~lhJ.mfl~ I BY: O.N. I O,,.TE OF HIIS Pt.OT I osz19z9s I DESIGNED· PREPARED BY: THIS PLAN" SIONED BY THE CIT¥ OF TRACT 150 12 l---+---1----------------+-----'NEWP0RT BEACri f0R CONCEPT AND • Hunsaker & Associates ;g~l:::C~i~11s° c\~~•,~~~~tiJ/"0 PRIVATE STORM DRAIN IMPROVEMENTS t---+---t----------------+-----IRESP0NS18LE FOR DESIGN ASSUMPTIONS Irvine, Inc. AND ACCURACY.-LINE B Pla.nning·Engineering·Surveying CASTAWAYS NORTH & CAP[ DANBURY Thr•1 ',,!u.ghes, 92718 (714) 583-1010 DESIGNED: DRAWN: Ct lq_lCfi, I-D_A_T£..1....a_r---L. ___ D.;..£_s_cR_1P_c_1o_N ____ _1.,A_P_P'-1Dlrui"rv:m'."'-trr~---1 CITY OF NEWPORT BEACH 1--------t1 N£/L D. MORRISON RC[ _28545 EXP. 3/31/98 REVISIONS· -CHECKED: OAT£: PUBLIC WORKS DEPARTMENT SHEET 22 OF 32 PUSUC WORKS PAR1M£NT K:\DT\42\ 15012\!MP\SHf[T20.0WG ' ~ s • 0 " ~ 0 -" " ;i > a n M 0 ,· ~ ' ' " • C < z : C ' C M -g -0 " c, -> " ~ n rn 0 ~ ~ ~ ~ ~ " ' C C C ~ s " 0 . " iS " > -" c5 (IJ f... ~ ~ OJ < ~ )... f... cJ ~ ~ ;::: VJ i5 es Q Q :::, I c.., -0 "' -f... l) <>: ~~ l VJ-< <>: ::i ' ~ -.J a~ 0 Q a> ~ M f... Q;: C n < ' ~ OJ C " . ::;; ' ~ a Q;: ~ G" -a c::, 0) ") -I~ c.., C) ..,. C) .. c:i ::,: 's: ci5 z 'S s z .m □ ,, C: cl D z jS n \;; z r 0 5 □ □ "' ' □ D ~ □ z 'S < " "' □ > C ~ 0 D z 5 ~ r D r □ □ □ ~ □ ~ 0 z 'S ~ "' ~ ~ □ C") :::: t); :i:, :;! -i :a; m :,, ;Q -< -ens r 'ti 2 ;Q !10 0 C") < :,, m ens -Im ~:'.:j ~Cl) "' ~ 2 j, n s 2 I 0 ~ □ n □ D n □ " ~ 0 z C ::=;: al m II i I 0 JJ ~ z GJ z C < al m II 0 II ~ z GJ z C ~ al m JJ 0 JJ ~ z GJ ' ' . . ' --- , I -00118 -• I -/• w L1.J • 0.. • a. : it ~ • z ' . o . 0 . z ,w w ,:::,.• m > , - ~ NZ'COZ -=-,;;1--,0- 1.(')LO'ciO• ,..: O'> .-.-, N N' ~ O? + ro· + o:i "' ..--l'.,D' -w l .-(() . ' ; ONSTRl,ICT 28.51 1 ~-, : , 21: RCP (2pao:o • :CON TRUCT ·t.3.56 LF ; ' . 2 RCP (~000:-D); : . 1+00 i _L i S-0.0050, I, CONSTRUCT l93.58°LF -21" CP (2000-D) , . I 2+00 75 l . 51 52 ,___ l I I ----1•--M•------- 3+00 ' '1 --i-+-t--• -- 1..J !k CL PROFILE SCALES HORIZ.: VERT.: 1"=20' 1" = 4' _, J_ -;-~ I HG~ • -s.:o.oosd CONSTRUCT 169.62 LF -21" RtP (2000-0) 4+00 ---1 I I I 5+00 • 0 . . ffi w >Z z. . 6+00 ' ' ' I i I I STORM DRAIN CONSTRUCTION NOTES 7+00 LINE C @-CONSTRUCT 18" RCP (SEE PROFILE FOR D-LOAD), BACKFILL PER CNB STD. 106-L @-CONSTRUCT JUNCTION STRUCTURE l'/PE I ,PER CNB STD. 310-L @--CONSTRUCT JUNCTION STRUCTURE l'/PE I WITHOUT MANHOLE PER CNB STD. 310-L ~ CONSTRUCT CATCH BASIN l'/PE OL PER CNB STD. 306-L 74 _l. u i 53 "' 0, o- C! w 0 0. 1 /: ,.., V] , •·-1--i ! . . ---r~ ,.,._ . - I N49'22'42"W 54 73 4 ·---'-- 72' __ J Li C ' r-' r,n ,-. o·::;-- I-... l • 55 1- ' H --r--• 5 --,- 5 --· 56 71 • 0 OJ ~ N +~ LO 0 z ww z~ _J I 0 I-<( 2 @--CONSTRUCT 21" RCP (SEE PROFILE FOR D-LOAD), BACKFILL PER CNB STD. 106-L DATA TABLE 0 BEARING/DELTA RADIUS LENGTH TANGENT 0 31'01 '18" 127.50 69.03 35.38 HYDRAULIC DATA LINE STA to STA 0100 DIA So n De Ve Sc Dn Vn Vf Sf "C" 1+01.86 1+15,42 16.2 21'' 0.0118 0.013 1.48 7.45 0.0099 1.35 8.14 6.74 0.0105 "C'' 1 +20.08 1 +48.59 12.8 21'' 0.0118 0.013 1.33 6.51 0.00"16 1.12 7.84 5.32 0.0065 "C" 1 +53.25 3+47.17 10.4 21" 0.0050 o.o 13 1.20 5.91 0.0065 1.33 5.29 4.32 0.0043 "C" 3+51.83 5+21.45 10.4 21'' 0.0050 0.013 1.20 5.91 0.0065 1.33 5.29 4.32 0.0043 "C-1" 2.8 18" 0.2420 0.013 0.64 3.93 0.0051 0.24 15.60 1.58 0.0007 "C-2" 3.9 18" 0.3470 0.013 0.76 4.37 0.0054 0.26 19.56 2.21 0.0014 f,. (,) <( ~ '9 . (/) ::i < c "< • . E ~~ 8 ~ 0 n h ::, 8 ct 'l.l --~ ~ ~ r----------,------------------,---r.._--,---------------r---,;;:D£;,;S:;;IG:;:N:;::EO~;-...;. _____ T ____ -'------------------j ~ PREPARED BY: THIS PLAN IS SICNED BY lHE CITY OF TRACT 15012 0 DATE OF THIS P\.OT 06/19/96 1---+---t---------------+----1 NEWPORT BEACH FO.<:: CONCEPT ANO Ct: • Hunsaker & Associates ADHERANCE To cm STANDARDS AND !Ji 6 I---+---+---------· ------+----1 :[~~t.;~~is,ORTi~s;b',' !~,~~~Tl□Ns PRIVATE STORM DRAIN IMPROVEMENTS _ 0 Irvine, Inc. AN□ ACCURACY. LINE C a Planning·Engineering·Surveying • a:1, .. dJwJ,1. .L. lo/2.&/4, CAPE WOODBURY ~ {r)e \\··_ h :~·· CA 92~18 (71~\=l~:10 DATE BY DESCRIPTION APP'D ~~is~,~~2/v~,~~,D~'.'g"@l""~"'o~R!A~W~N~.:--:f!:":t:+c-,TY-. __ O_F_N....:E:::W::P'.:O.::...R..:T'..:'..'.::8~£:::A::C~H~:__ ____ ~ ~ ~ CHECKED: DATE: • PUBLIC WORKS DEPARTMENT .er F 32 ci z' NEIL D. MORRISON RC£ 28545 [XP, 3/31/98 REVISIONS SHEc 23 0 ; :;,: cij K·\DT\42\ 15012\IMP\SHEET21 DWG •. \ l \ I -·' - 5+00 • m _J I u f-<( 2 . . . . 0 .. CO· . FIN SHED SURFACE . OVt R • ~ STORM DRAIN · > • ROUGH GRi DE UNDERCUT, • OVER ~ STiORM, DRAIN · \ · .\ --,-.. i ----·· -r rjGL.._/ ,oo ~~----------! --' 7•7,00 • • \_· ~T_.c_.E[. - ' -! - I I '•'· ... ' ....... · ... ' ..... ·.· .. ·'• .. ' .. ·.. . ... · .. ' . . : :~~-·~:~CO~N~Sffi~UC~Tf9~7.737~~--~·~2~1·~R~C~P~(2~b~oo~7~D)~·-~r~•·~· :r·--·~.---r--~.-·-~·-~--~r~-·-~-·--·~~C~ON~·s~m~u~cTT30~1;~31~~~·--~21~'~R~CP~(2~00~07-~D)~·~-r~·-·--------~-----~---~,---·--. 6+00 PROFILE SCALES 7+00 HORIZ.: VERT.: 1" = 20' 1" = 4' LINE C ~ Cf ~TrEcwlC!Effllfl~ I BY: O.N. I O,,\T£ OF TI-IIS Pl.OT 06/19/96 • ' 8+00 9+00 STORM DRAIN CONSTRUCTION NOTES @------CONSTRUCT JUNCTION STRUCTURE TYPE I PER CNB STD. 310-L @=--CONSTRUCT CATCH BASIN TYPE OL PER CNS STD. 306-L @--CONSTRUCT 21" RCP (SEE PROFILE FOR D-LOAD), BACKFILL PER CNB STD 106-L @---CONSTRUCT 12" PVC (SDR35) @--INSTALL 12x12 NDS AREA DRAIN @1--~-CONSTRUCT JUNCTION STRUCTURE VI (CASE 1) PER OCEMA STD. 1315 LINE "C' "C" 0 0 BEARING/DELTA 11°57'34" 11°57'34" 38°33'21" STA to STA DATA TABLE RADIUS LENGTH 255.00 53.23 245.00 51.14 45.00 30.28 HYDRAULIC DATA Q,oo DIA So n TANGENT 26.71 25.66 15.74 De Ve Sc Dn Vn Vf Sf 5+21.45 6+18.82 10.4 21" 0.0050 0.013 1.20 5.91 0.0065 1.33 5.29 4.32 0.0043 5+23.49 9+24.80 10.4 21" o.ooso o 013 1.20 5.91 0.0055 1.33 5.29 4.32 0.0043 h '-' '( :::: "'I l/) ::: < :5 ~: Q 0.1 t--a,~ < D'.g CJ ;; r--------r----------------.--.---r-------------,---r==::-----:----,r----------------'----1~ , PR£ By DE:SIGNE:D: ~ PARED : THIS Pl.AN IS SIGNED BY lH[ CITY o, TR•ACT 15012 0 1---+--j---------------+--j NEWPORT BEACH FOR CONCEPT ANO f-i Q:: • Hunsaker & Associates A□Hrn,Ncr To CITY sTANDARos AN□ 9;c u" t---+----,---------------+----1 :f~~tJ~~~J5rn•"/i~s~G~ !ls":~iTI□NS PRIVATE STORM DRAIN IMPROVEMENTS ,,; 0 Irvine, Inc. AND ACCURACY. -LIN£ C ci Planning· Engineering· Surveying t==c=r==============t=]/1~:tl~~•• •~•-~ "~•:1~2.',/,~2.1,~~-::=-:-::-::-~?~~~~~~~7~----~ °' • Three!,"\ghes,~ine, CA 92718 (714} 583-1010 "~ "'"" "'"~"""' "'" • CAPE WOODBURY ~ ;:i: I\. \ I l DESIGNED: DRAWN: "'" 11-~ \'-J~z· ~L·~~====· ==~4~!~ ,lq~Cf<,~_j.:D:::::A::,:TE:.L.:::.BY:....J ___ ~D::::E;::..SC:::_R:,::IP..:.T:.::ID::.:_N ____ _j::AP..:.P~'D~Oi.N7. i7rr;:---biv.7,v.;:----I CITY OF NEWPORT BEACH ------..,,. isi CHECKED: DATE: PUBLIC WORKS -0£P''R'M£NT o·:"" NEIL 0. MORRISON RCE 28545 EXP. 3/31/98 REVISIONS , K.M,$, ,0-20-95 . . " /, SHEET 24 OF 32 ;,;; il; ______________________________________________________________________ __,;. _______________ ....... ~_....1,,.;.;..;~~.,__ ________ _._ ___ ---ll ' 'i K:\DT\ 42\ 15012\IMP\ SH[[T22.DWG z \ ' :.:. I ' I C -1 Jil -" I) -J\l -- LINE A 64.92 INV --:- -LAT -A-1- Flfl/SHEp SURFACE OVER I STORM Di 'AIN . . . 7;9.35 . 79.34 •··-80 ·. . ........... -· T.C.~'.. / T.C.B. . ROUGH GRADE. . . -i,.. ----17-.!--__,f...- O~ ~ STORM DRAIN . 70·· · 60· .. -- -. H __ ... ,, ........ , •• ''-""'" .. LINE 8 ' . 64.38. INV w : • 0.. >W zo.. -o:: 1[ 0 N e>Z tO c3 cow Ol HGL .VI. - W> 0.. z 1[ zSi' c3 lO w <O Ol '°" i't' 1[ 0 . (;} . • i5 ~ • "' -.; I[) ·~ ~ ' " ~ 0 • N <O • +,..: ~ ~ -t-, .-- CONSTRUCT ' 24.31 LF ' • 18" RCP (2000-1 ) . . . . . ·LAT·B-'. .,.; ... -"} . +,,; -" CONSTRUCT13.13 LF / • ~1 s" RCP (2000-D) • W/ ,1-1/2",EXTRA • CONC. ON INV. . . . . . . • & ·B-2· LAT A-1 & A-2 SEE SHEET 19 FOR PLAN VIEW LAT A-3, A-4-, A-5, A-6 SEE SHEET 20 FOR PLAN VIEW LAT 8-1 & 8-2 SEE SHEET 21 FOR PLAN VIEW LAT 8-3, 8-4 & B-5 SEE SHEET 22 FOR PLAN VIEW LAT C-1 & C-2 SEE SHEET 23 FOR PLAN VIEW ' i---. "'>;_- . ~ ·"- FINISHED SURF'A< E • 0~ ~ STORM 1RA1N . . • ~~ • I= ' • 1> o.§./ 1°'.' . • ,/~ ~--~ -=RO=V=GFI-=·, (RAD=E'=--=·=-:--· 0~ ~ m:>RKI DRAIN . . - ____ ,_, ___ S-0.167 w • 0.. • 1[ 0 z • t.&.J >· OJ z . <O ,,; ... N "1 • + rtj· -" LINE B 69.06 INV - >WW;:;,, zo. 0.. z . -:o:: la "' -u>Z Z O'.l aic5 0 cri (.OW L.LJ U) rn en o ro . cq ~ . -N 0 0 + + . . .... CONSTRUCT 22,08 LF • . I ' _RCP (2000- . LAT B _: ~· . . . '-- ,. w 9= • 0.. • Cl z "'> ro z "' -. • o::i CD -" + t-'") _,.__ ----------+----------' PROFILE SCALES HORIZ.: VERT.: 1" = 20' 1" = 4' DATE OF THIS PLOT 06/19/96 FINISHED SURFACE OVER I ·STORM DRAIN ! • -77.4-9 •T.C,B. • I I i I i I FINISHED SURFACE FINISHED SURF, CE OVER t STORM DRAIN • ROU< H GRADE • • OVER I. SToRM DRAIN . 0~ ~-TRM D::7 . . . T.C.B. I o- q le, o o.1 ~t1 vi' -;, c) I ' \_ FINISHED SURFAC • OVER ~ STOR~ RAIN 80.86 T.C.B. . . •·•--1-----''-f •· ... --.,. . :iv RO_U_GH_G_RAD_E ___ --'1/.'_ Vi ' OVER ~ -STORM DRAIN (V' ROUGH GRADE • • / / ' HGL . • ..1-1a_c--:f-!G"',~~f--i-...:.··...._~:::::'._~~X~-_;_ __ \, 100 •• ROUGH-GI AD£ • . • 0~ ~ STO.. RI ~RAIN . = ~. ~'o : . OVER ~ STORM. DRAIN . . . .,. ~ HG - 10 = -. . I CONSTRUCT 12:74 Lt ••• . 18 RCP (2000-D) . . . LAT· 8-5 w • 0. 0. HGL ~--_ 25 LINE C ' . 68.5q INY CONSTRUCT 24.42 LF "' •o, -0 + 8" RCP (2000-) ... LAT C-• 1 LINE C " . 65.17, INV ~- - W> 0.. z l,J 2[-• a. • 0:, 1[ ~ '7. "' a, w"' CD "' "1 N 0 + Cl z • w > oz "' - ro '° "!-+ ... -" . CONSTRUCT /, ~· 16-.35 LF • I 8" RCP (2900-D). W/ 1-1/2" EXTRA • CONG.• ON INV., .. f- (J I I. ~ I 0 5 g lC r ~ ~ ~ ~ § <( •• ' .1. ~8 Ii <!:(:~~ .----------..-------------------.---...---,.--------------...---,.D-E:-SI-GN_£_D_· -------..----------------------~ ~ 0 PREPARED BY: THIS PLAN IS SIGNED 8Y 1HE CITY OF o 1--+---+--------------+---INEl'.-PORT BEACH FOR CONCEPT ANO TRACT 15012 "' • H n •·nsaker & Assoc•ates ADHERANCE TO CITY STANDARDS AND • Q u, r, REQUIREMENTS 1HE CITY IS NOT ~ G Irvine, Inc. 1---+---+---------------+---<~~i>"~~~'i,\;c;';.~' D,s,oN AssuMPTIONs PRIVATE STORM DRAIN IMPROVEMENTS -g Planning· Engineering ·Surveying /),Jwf.h/&w-.(_ ,~91, STORM DRAIN LA T£RALS ~ Three 1flµghes, Irvine, CA 92718 (714) 583-1010 ~ "'"sii~ ;t;; -t \ , \' \ l l--+--+--------------+--l:ort£f<s~1ctNi:ii£l"iof,=77oii;R;::iA.:twwNf', """"-t-:-::::-:""·-=-=--:-:-:::-:-:=":"'.:-::--::-::-:-::-:--T-------i c-!, i'-': N t~ ~-AA.: • (o l'((C(c, DAT£ BY DESCRIPTION APP'D -CITY OF NEWPORT BEACH ""~ 1--l....--l....---R-[_V_IS_I_O_N_S_------.l--.t,,C~H;,,£C~K-;-,£,;;o-:-, -1;D;;ATIT£e-:-:-. ----1 PUBLIC WORKS DEPARTMENT t-S-H-'"'"_T_2_5_0F_3_2-I 6 2' ; ._ ________________________________________________ -________________ , ____________ _. ________ ...__N_£_1L_D_._M_O_R_R_1s_o_N_R_C_£_2_a_s_4_5_£x_P_._3_/_3_1_/_9_B_. ____________ -________ ..._ ____ ..._ ____ ..._ _____________ ..__cc ____ _, ,,; ai I . .. 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"' • <.D c., ,-.:u ..., <.D + co u: u \o 2.0' o.c. u: u io ~ 82.75' O.C. . '----------------11 um: 14.0' o.c. <.Do ... a:i II u:;: ti ...J z u: 0 io 2.0' O.C. r------------7 0 N j LOCAL DEPRESSION DETAIL FOR C.B. #6 N.T.S. 2.0' 10 0' 2 0' C z < m ~ □ ' "' > < , , ,. ' ' C ~ < ' C,· C,· C,· ,._. V .._,_. V ,._. V "" ". 0, "?°' '\ '\," • 0 t,, "-. O,· °'" o,":! {;- c.,· '\.· V :'J "-• 0, "? 0;,"> <.O • "' c., <.D • "' c., 0:: ~ u u i -- <.D U') U') r-,. + ... C,· '\· v· .. :,-'<,· ""'' <o" '\':,· Ct: u.: uu w :!.O <.D ,.., ... N + 2.0' '\ '\'b· '\ '\'b· N '\ '\'o· L------· ______ .J <.D O>. "' U') ""'~ N 0 u u: <.D LL co ~'ii <.D u: [D "' + u 0 u"' "' ... u <.D 1.o r-,. -r-,. "' r-,. ·co ti aJ ·ro + rn ...J + co ... z .,. + 7 '=" 2.0' 10.0' 2.0' LOCAL DEPRESSION DETAIL FOR C.B. #9 N.T.S. (,· C,· C,· '\· v· '\-'v" 'v V "o ". 0 ' ". '\, "-. 'o: "'"' '\ '\':,· N 'o'), 0" '\ '\':,· L------______ .J <.D • r-,. c., ·u "' . N 'co + r.o t") a ,.., -. . ,,,,,,.. 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'\ ""'' '\ '\'o· t!) • Ii) c., ·U ~~ + D 2.0' L. - - - - - -·t-- - - - - -.J U) • <.D c., ·U ro . "' ·ro + 0 lf1 r-,. • <.D .-~ '"ll:0 ..., -I.D • II + "'> 0 '> _u ti ...J z 10.0' t!) Ii) cri <Jj + 0 ~ 0 00 2.0' LOCAL DEPRESSION DETAIL FOR C.B. #17 N.T.S. U) <.D 0 ,.., + 0 -u: LL n -u u <.D \o <.D + ... L------______ .J -..., LL ..., u Ii) 'ro + ... 2.0' 14.0' 2.0' LOCAL DEPRESSION DETAIL FOR C.B. #18 N.T.S. h c., -s: ~ <!) ~ :::1 :s~ QO r-a~ '2: Cl::~ Lu ' ::;; " .----------...,..-------------------,--""T"---,r----------------r---,~D~~~IG~N~W~:-------..... ----------------------tl~ ~ PREPARED BY: TH1sPLAN1ss1GNrnsvTHem,c, TR''CT 15072 a 1----t----t----------------t----t NEWPORT BEACH FOR CONCEPT .ANO /'1 [t • Hunsaker & Assoc'l,·ates ADHERANCE TO CITY STANDARDS AND ~ ,-, REQUIREMENTS TH:'. CITY IS NOT c:: ,__, 1--+---+--------------+----1""e0Ns"" ,o• Des,oN AssuuenoNs PR/11AT£ STORM DR'A/N IMPROVEMENTS -a Irvine, Inc. AND ,ccu•Ac,. vr1,, , , r1 c:, Planning·Engineeri.ng·Surveying 6 LOCAL DEPRESSION s:; Thre•!ts: Irvine, CA 92718 (71~ ::l::10 I-DA_T_EJ.·_s_Y_J ____ o_Es_c_R_1P_T.;.IO_N _____ -1.._-li"J'.ii''i"i<:m-_'TrioRA'~Fi'~':"'~-;---, CITY OF NEWPORT BEACH i--------11 ~ ~ ' C 1 0 r 0 .. 0 ' 0 D ~ ~ 0 m ~ -7 6 C z C IT " 0 s " > " _r., ~ C ~ t . ', ,_..N....:E:c.lL....:....D:..... -M=O....:RR-IS_O..,_N_R_C£_2_85_4_5_£_X_P_ . ...J3~/-3-1/....:9:....8_ R[VIS/ONS CHEC(~~~-oA;:_25-96 PUBLIC WORKS D[PAf(TMENT SHEET 26 OF 32 ~ ~ 11-.-----------------------------------------------~---..._ _____ ..._ ___________ .._ ___________________ ....... .....,_=====------- K:\DI\42 \ 15012\IMP\SHEET24.DWG z C $'. OJ m JJ --. --C) ~ :,, "' )> -l -i (J ~m ~J :,, ;CJ ~ -< s: _, "' "C -r ;o z 20 G') fl'< z nm ~ s: C -l m :;: ~ ~ [JJ ~ CJ) m :;.1 "' z N'LY R/W 11' 6' ft.., EXIST, a•~·, CURB & GUTTER 11 N'LY R/W EXIST. 8' CURB & GUTTER N'LY R/W 1 1 ' 6' 1 1 ' 6' 29' 29' 29' 79' 3 29' PROPOSED FINISH SURFA EXIST. PAVEJJDJT tEXIST. 1£ NEW STA 2+00.00 N,T,S. 79• 29' 3 PROPOSED FINISH EXIST. PAVEMENT 1£ £XIST. 1£ NEW STA 3+25.00 N.T.S. 79' 29' ---1~-t--t---10· S'LY R/W 10' fl q- ,'..•-.q l~EXIST. 8" CURS & GUTTER S'LY R/W 10' ,.._,; I ,__:, I -:..;~EXIST. 8" CURB & GUTTFR S'LY R/W 10' rC, PROPOSED FfNJSH ,,,_(;:)·<...'?'r.rt' SURFACE ~~ F:XIST. PAV£M£NT ' I 1£ £XIST. 1£ NEW STA 4+25.00 N.TS. , ,._ /I ,JI l~it---fXIST. 8" CURB & GUTTER N'LY R/W 1 1 ' 6' :-1 Ii,,•"' £XIST. 8'~'., CURB & GUTTER 11 N'LY R/W ' I EXIST. 8' CURB & GUTT£R l l N'LY R/W 11 ' ' 6' 1 1 ' 6' 79' 29' 29' '3 !£EXIST. 1£ N[W STA 2+25.00 N TS 79' 29' 29' 3 VAR. A. C. THICKNESS PROPOSED FINISH SURFACE 17 EXIST PAV£MENT 1£ £XIST. 1£ NEW STA 3+40.08 B.C. N T.S. 79' 29' 29' 3 --if---t---1--,0· S'LY R/W 10' S'LY R/W 10' S'L Y R/W 10' VAR. A.C. THICKNESS PROPOSED FINISH SURFACE EXIST. PAV[MENT !£EXIST. 1£ NEW STA 4+50.00 NT S ' ;-.. n ·,;:, I l~~ EXIST. 8" CURB &-GUTTER N'LY R/W 1 1' I 6' '1 i ,,,,.-: £XIST. 8'~·., CURB & GUTT£R 11 N'LY R/W I £XIST. 8 CURB & GUTTER 11 N'LY R/W 1 1 ' 6' ,, ' 6' 29' 29' 29' 79' 29' ,3 OSED FINISH S'LY R/W 10' ,-, -..---- ';,.:I EXIST, PAVEMENT l:!:SJ.__ EXIST. 8" CURB 4' GUTTER t£XIST. 1£ NEW STA 2+50.00 NT S. 79• 3 29' OSEO FINISH SURFACE . -~ ..... ." I S'LY R/W 10' EXIST. PAVEMENT ~-v~EXIST. 8~ CURB & GUTTFR t. EXIST. t NEW STA 3+50.00 NTS 79' ,3 S'LY R/W 29' 1 o· N'L Y R/W 1 1 ' 6' : l £XIST. 8'~? CURB & GUTTER 1 1 N'LY R/W EXIST. 8' CURB & GUTTER N'LY R/W 1 1 ' 6' 1 1 ' 6' 29' 29' 29' 79' 3 29' OSED FINISH SURFACE: EXIST. PAV[M[NT <i.£XIST. 1£ NEW STA 2+75.00 N.T S. 79' !J 29' PROPOSED FINISH ei <o~ SURFACE xi .\ ';:> EXIST. PAV£M£NT 1£ EXIST. 1£ NEW STA 3+75.00 N TS, 79• 29' 3 S'LY R/W 10' S'LY R/W 10' -....._t I •. I ;·~£XIST. 8" CURB &: GUTTER S'LY R/W 10' N'LY R/W 1 1 ' 6' '\ I ,, .. , EXIST. B'~i CURB & GUTTER l 1 N'LY R/W ' ! EXIST. 8' CURB & GUTTER l 1 N'LY R/W 1 1 ' 6' 1 1 ' 6' VAR. A.C. THICKNESS PROPOSED FINISH SURFACE VAR, A.C. PROPOSED FINISH '1 1,,,,,. EXIST. 8 ,.,..-1:3> CURB & GUTTER 11 MAP DATE IDENTIFIER DAT' OF 1.,1,TEST CHANC~ TO ffill/: W.P I BY: O.N. D4TI'. or lHIS PLOT I osz19z9s 17 EXIST PAVE:MENT ' !£EXIST. 't NEW STA 4+75.00 N.T S I I ........ :-."' SURFACE ' \S· EXIST PAVEMENT It.EXIST, 1£ NEW STA 5+00.00 N TS. ' :;-,, fl , .. l l~[XfST. 8" CURB & GUTTER @-f L:-: EXIST. a-'12:'.! CURB & GUTTER I l DESIGNED: PREPARED BY: THIS PLAN IS SIONED BY rttE cm or l----t---t-----------------+----1 NEWPORT BEACH roR CONCEPT AND • Hunsaker & Assoc'l.·ates ADHERANC, TO CITY STANDARDS AND REOU!RE:MtNTS THE CITY IS NOT '---t---J-----------------+---j RESPONSIBLE FOR DESIGN ASSUMPTIONS Irvine, Inc. • • "' AccuRAcr. Planning· Engineering· Surveying /....., 'lB Three ~,hes, {rine, CA 92718 (714) 583-fOIO j._ ~. ~ • ei\tt:tl'i<, DATE BY DESCRIPTION NEIL 0. MORRISON RC£ 28545 EXP. 3/31/98 REVISIONS CHECKED: K.M.S. DRAWN: v.v. DATE: 10-20-95 VAR. A.C. 29' 29' 29' 79' 29' 3 tEXIST. 't NEW STA 3+00.00 N.T S. 79' iJ 29' POSED FINISH SURFA EXIST. PAVEMENT 't EXIST. 1£ NEW STA 4+00.00 N.TS. 79' 3 ' 29' PROPOSED FINISH , ~'o SURFACE "" ,s• 1£ EXIST. 't NEW STA 5+25.00 N.TS S'LY R/W 10' S'LY R/W 10' ,... ..... : I l ,:_-1 ~<,i't-EXIST. 8 H CURB & GUTrrR S'LY R/W 10' ' :. ., ( I l-'-21 :.....::.il--EXIST. 8" CURB & GUITER TRACT 15012 , UPPER CASTAWAYS X-SECTION 16TH STREET CITY OF NEWPORT BEACH WORKS DEPARTMENT SHEET 27 OF 3:Z K:\ OT\ 42\ 15012\ IMP\ SHEET25.0WG ,__ ~ \l, ~ ls >-1-- G I \," ~ i I C -C --0 -- ~ r V, 0 i " 8 ij g C < z ~ C " " 0 ' rr • " ~ z I 0 ,- 0 n 0 ~ ~ 0 ~ 6 z n s; z rn n • C ~ 0 ~ ~ N ~ 0 Tl ~ ? z 6 5 (') :§: ):, :r, ~ -I ~!B ):, --< s en -c r ;;o zo 11'< C'l m ):, s "' m ;;j z :;; -I :,:, en -< en z .z C ~ OJ ~ 0 II ~ z G) z C 5'. OJ m II \ 0 II ~ z G) z C s m m II 0 JJ ~ z 'G) -:7\i -I) Cl ,_ N I I EX. SOLID WHITE".\ co DOVER f-s· 14''--i--12' el. , o· I DRIVE 12••-1-12· P7 z 0 I= ::, Q] X w ; __ L-------1--~lw_~J.__L---\ r P6 10' s·-1 10' X w ___ ) \ ~ ·~ /,,..----~ r-----.1' \ . -\ "-..; FUTURE PARK SITE L_l ' I L _ _ ~I _.___,L .. TRAFFIC CONSTRUCTION NOTES ®-=--PAINT 4" DOUBLE YELLOW STRIPE PER DETAIL 28, CALTRANS STD. A208 ®--PAINT 8" SOLID WHITE STRIPE PER DETAIL 38A,CALTRANS STD. A20D ~ RAISED MEDIAN NOSE PER DETAIL HEREON ', ~ (TtE::.RMe>PLAST\C) U---PAINT WHITE TURN ARROW/ PER CALTRANS STD. A24A, TYPE IV (L) OR (R) AS APPLICABLE ~ TI---IE.f!.MoPLAS.IIC.) ~ PAINT WHITE STRAIGHT ARROW,'/ PER CALTRANS STD. A24A, TYPE I (10) @---PAINT 12" SOLID WHITE STRIPE (THERMOPI..A:STIC) PER. CAL.TRA"1.S 5TD. A24E ®---=----RELOCATE EXISTING TRAFFIC DEVICES TO AN APPROPRIATE LOCATION §---ADJUST TRAFFIC DEVICES TO GRADE @=--INSTALL R-\S SIGN oN -stGt-.lAL PoLE ~-j--..L.-L...._________ - -----------, i" ,, PS P4 _,,,., ..--11::c~C'""""-- t;; w Cc'. :;; :r: z " " ::, U) ~ .I X 1- <t $ z ~ P2 100' P2 N N N N P4 / -t-----------------------"' w ~ ' I .,. N I \ -~iP:__· _ _il,i_l --\ -_,_ [XISTING ORIV[WAY -~ TRAFFIC ENGINEER TO RE0EW & APPROVE l::::::======-6Z1 A NOTES: @ PAINT MEDIAN NOSE WITH HIGHLY REFLECTIVE PREMIXED WHITE TRAFFIC PAINT WITH GLASS BEADS. @ INSTALL FLEXIBLE VERTICAL TYPE K MARKER, R7, R10 OR TYPE N-1 ON TELESPAR POST AS INDICATED ON PLAN. @ INSTALL YELLOW REFLECTIVE PAVEMENT MARKERS ON TOP SURFACE OF MEDIAN CURB NOSE AT 2' C.C. SPACING (MINIMUM 5 MARKERS). PLACE REFLECTIVE SURFACE OF MARKERS PARALLEL TO CENTERLINE OF ROADWAY. (§) .RAISED MEDIAN N.T.S. MARKING z 0 z t.31---------------169'------------------lw a:, 16th STREET MAP DATE IDENTIFIER DAil: or LATEST Cf-lANCE TO 1HIS MAP I 10/11/95 BY: O.N. I DATE or THIS PlOT I osz19z9s I PREPARED BY: ~7 IU ,,,.,.,1,,..,✓ ,,.-.w,..,,;:: o,s,GNED: 1---+---+----------------l------l TH<>"'"" 5'GNED" lHE "" °' TRACT 15012 • Hunsaker o. Assoc•ates NC,PORT BEACH roe CO,CEPl A,0 ex.-r.-ADHERAN::E ro cm· STANDARDS ANO STREET /MPRQ £ 1---1-'---+---------------"----l REOUIRE~ENTS THC CITY IS NOT \ /LM NTS Irvine, Inc. ~f~~l'~l~c';'' a'"'" "'""'p"°"' v c.. Planning·Engineeri.ng·Surueying o~ JM~ ,,1 A TRAFFIC PIAN Threel~es, C\ine, CA 92718 (714) 583-1010 ~""~""'" .,..,2o/9-' 16TH .STREET l DESIGNED: DRAWN: . • C. Lq 'ft, DATE BY DESCRIPTION APP'D O.N. 0.N. CITY OF NEWPORT BEACH l---'---L.-------------..1...-...r,C~H~E~C~K~ED~:--+,D~A~T~~----1 PUB C 1------~ NEIL D.' MORRISON RCE 28545 EXP. 3/31/98 REVISIONS K.M 5. 10-20-95 LI WORKS D[PARTM[NT SHEET 28 OF 32. K:\ OT\ 42\ 15012\IMP\ TRAFFIC.DWG I I I - c ~ -a:, - h. 15 ~ ~ ~ >-h. G C',J -a Cf) - f-.. (.J -I I I Ii ' I: i "( Q: ' f-C ~ 11 l/1 -< "( .. ..J ::, a..a f-.. a < Q: w ::, ~ .C) Q: ~ (j -C) a C) "' I~ C',J C) "'.01 .. ci:i cs: er, ~ I ~ "' " \; " I D r D " D 8 D ~ :0 " ~ D • ~ ' z § C ":§: I;; l> -i -I ~ !B )> --<s rn "C r;:u zo "' < nm )> s ~m )> z :;;; -I :,;, en ol ;a: z C ~ OJ m JJ I j 0 JJ ~ z G) z C < OJ S3 I 0 JJ ~ z G) z C ~ OJ m JJ \ ! 0 JJ ~ z G1 -7ii • -I] 0 -~ \ \ WATER CONSTRUCTION NOTES ®-=---INSTALL 8" A.W.W.A. C-900 P.V.C. CLASS 200 WATER MAIN WITH BEDDING PER CNB STD. @--INSTALL 8" RESILIENT WEDGE GATE VALVE PER CNB STD. 508-L @---INSTALL 6" x4" x2.5" WET BARREL FIRE HYDRANT PER CNB STD. 500-L ~ INSTALL 8" 11.25° BEND, MJxMJ WITH RETAINER GLANDS @-INSTALL 8" 22.5° BEND, MJxMJ WITH RETAINER GLANDS ®-=---INSTALL THRUST BLOCK PER CNB STD. 510-L-A @-INSTALL 8" 45° BEND, MJxMJ WITH RETAINER GLANDS ®--=--INSTALL 8" 90° BEND, MJxMJ WITH RETAINER GLANDS @--REMOVE & REPLACE EXIST. AC & BASE IN KIND PER CNB STD. 105-L-A @-=----SAW CUT. REMOVE & REPLACE EXIST. CURB AND GUTTER IN KIND PER CNB STD. NOTE: KEEP 3'-0" (36"MIN.) COVER FROM EXIST: GRADE TO TOP OF PIPE. \ , I ' I , ' C) CD \ \ \ --- 106-L ,"-.. r i ( ' "'-~ r{"'\ "-"·) \ \ 1 O' SEWER EASEM T TO THE CITY OF NEWPORT BEACH 15' WATER EASEMENT TO THE CITY OF NEWPORT BEACH SEE SHEET NO. MATCHLINE ,/ .... ...... / 8 WINDSOR \ 40 9 -z. '-" -"l ,. ... '" ..., 06 v! ~~ "' fE. / ............ __ I ' \__~ '"• \"'! ce, \ ....... K:\DT\42\ 15012\IMP\WATE:R.DWG I :I I I I I N .:0 " ~ (') :'E l;; ► -i -; l> m :;; ;o )> --< .a: "' 'U r-;o 20 11" < C'l m )> s ~m )> z :;; -; l> en ~ z ', C $ [D m JJ I 0 JJ ~ z G1 z C $ OJ m JJ I 0 JJ ~ z G1 z C $ [D m :n 0 :n ~ z r., .- ·-,, ·-~ '• .... J' { f .. . ./, ' . .'r .... ;i,,. ;;~ ·:.:,i':..t_._,_,. _,.... "' 0 0 "' z -• cc w > . 0 9 -cc D '.,a w z: -u, w -,.... -u -"- ' .-----------------------------------------------------------------------------" ·: I 1. 2. 3. 4. 5. POLE satEDULE No. TYPE STANDARD HPSV HEIGHT SIG.M.A. LUM.M.A. LUMINAIRE I.S.N.S. BIKE PUSH BTN PED PUSH BTN LOCATION VEHICLE PED PHASE QUAD PHASE QUAD A• B • REMARKS 0 XXIV 28.5' 20' 15' 250W Dover MAS SV-1-T SP-1-CS 2 w EXISTING © 1A 10· 1V-1 SP-1-CS 2 w 4 N EXISTING 0 XXIV 30' 35' 15' 250W Sixteenth MAT/MAS SV-1-T SP-1-CS 4 N EXISTING 0 1A 10' 1V-1 SP-1-CS 4 N 6 E EXISTING ® XXIV 28.5' 20' 1s· 250W Dover MAS SV-1-T SP-1-CS 6 E EXISTING © 1A 10' 1V-1 SP-1-CS B s EXISTING 0 BPB 4, 7• POST 6 E EXISTING XXIV 30' 35' 15' 250W SIXTEENTH MAT/MAS SV-1-T SP-1-CS ® PPB POsT(R) 4' 7" 8 s R EXISTING I 13' 2.5' 1A (R) 10' 1V-1 8 R S 2 w R 15' 2.5' I ALL EQUIPMENT SHALL BE EXISTING EXCEPT WHEN NOTED: (R) -RELOCATED • PER CALTRANS. SIGNAL sm. PLACEMENT DIMENSIONS & EQUIP. LOCATIONS sm. DWG. ES-3C I I Dover Drive 0 1 r . ---, ' ' ' ' N' ' 'G, L---, I ) ,---, I .---: : : 230' :o ' ' ' L---,~ BCR ' -~ EXIST. 1"C, 1-DLC GENERAL NOTES: ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY 1992, AS SHOWN HEREON AND IN SPECIAL PROvlSIONS. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION (AT CONTRACTOR'S EXPENSE). HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS 'MTH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND SERvlCE ALERT AT (BOO) 642-2444, 48 HOURS PRIOR TO CONSTRUCTION OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATION PRIOR TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. LOOP DETECTORS SHALL BE 6' X 6' OR CIRCULAR (6' IN DIAMETER) VrlTH 10" SPACING BETWEEN ADJACENT LOOPS IN THE SAME LANE, EXCEPT AS NOTED. CENTER LOOPS IN 11-IE TRAVELED PORTION OF THE LANE, AND EXTEND UMIT LINE LOOPS 2' INTO CROSSWALK OR UMIT LINE, EXCEPT AS NOTED. ALL NEW VEHICLE INDICATIONS SHALL BE 12" GLASS LENSES. NEW PEDESTRIAN INDICATIONS SHALL BE TYPE "C". G QJ -•• -9 OCTA ---- N N ·---· ,---· 0 ----'t -r---I -, ' 1-"5 : : I L---'" L---· L---• L -~--------------------·---------' N G) EXIST. 2"C, 3-DLC CONSTRUCTION NOTES: RELOCAl'E [XIS11NG MUL11SOPIICS 820 S¥Sl'EM cmrmoLLER, F.'PE "p" C"'OINET & MODI RED TYPE II SER'I.CE COMPLE'FE TO LOG/\118', AS SI IOWN. ADD 1 tKW SENSOR UfllT. I~4ST>'<LL 2 l~ODEL 562 [klERGEr◄CY VI] net£ PREEMPTICJr4 OISCRIMltMTORS MANUFACTURED BY 31,1 INC .. Mm TR"'FFle LOElSll◄S SYSTEM. ~ /,D~i'<CENT #6 & EDISON PUL±BOX[S ~ CONDUITS ~ ~ ~ ~ ~ ~ PPB POST & PPB TO LOCATION® FOUNDATION 1" CONDUIT TYPE 1A sm & ALL TS EQUIPMENT TO LOCATION@ FOUNDATION 2" CONDUIT REPLACE EXISTING PULLBOX 'MTH A NEW /16 PULLBOX. INS:r.a,LL ~•Ew ~-cmIDUIT VA"R I PULLROPE (FOR RJTIJRE PARK UGH+IMC). MIB RERDUl'E EXIS11NG 3#2 SERVICE FROM EDISON SERVleE POLE (PP #130R709E) TO TI IE RELOCAl'ES T¥PE II SER•~CE CABINET. COORDUMTE RECOt.tiECTION OF SERVICE •,~TI I EDISON eOMPANY. EXIS'Rt.G 11l"C, REMO¥[ E*IS'RIIG 2 SLC & IP,STALL 3 DLC. FURtllSI I ANO INSTALL OP'RCOM EMERGENCY VEI IICLE 3M MOSEL 522 SE'FECTORS APIS MODEL 138 DEl'ECTOR CADLE FROM S!6N-Al I ICAO TO TI IE Cati TROLLER. DETECTOR hl0Ut111PW PER BETAIL Oti 11115 SIIEET. --I--.) Q) Q) ~ --I--.) V) J.--i--, CF J"C I • / / / / / / / .• / 1 o· 20 8' 12 12· I I . ·-1-, I "' "' .,., .,., I I -. :, N I / I / i I I / / / 22-' / 11 11' 14' ., / / 11 / / / / ~ II 11 11 / / / / / / / 29' 29' ., ■ DETECTOR 50-IEDULE 10· UNIT No. CHANNEL No. DETECTOR 1 1 1-~2 2 2-1112 ,1 3 3 -3 3 3 6 2 1 1-1116 2 2-1116 1 1-¢1 •2 --- - -3 3 .4 - - --3 3 3 115 -3 -3 -3 6 _,----IAB 1~•c 3 2 1-1115 1116 3 3 -3 3 •B 3 3 3 3 I ,r " ~/ ' ,· _,. ' 17' EXISTING EDISON CO. SERvlCE POINT PP #130R709E CB 4 1 1-~4 2 2-114 5 1 1-1118 2 2-118 1 3-1118 6 ■ OE'IECTOR LOOP LOCATIONS SHALL BE APPROVED BY EHGIIEER ti lHE Fl!l.Jl PRlOO 10 INSTALLA TICti. ALL OE'IECTOR ~m; SHALL BE RACK MOUNlED, DUAL CHANNn. DUAL DUlPUT P£ll <W.NHB. 1111H IIITTRGRAL CALL HQO (0-7 SECS) »rl CALI. DEU,Y (0-31 SECS) CAPABLTY EAOl '1111H crulRGAlED EXlENSIClN. OE'IECTORS SHALL NOT ElCTEIID Cti RfD. OE'IECTOOS SHALL IJElAY Cti RfD II' SEI.EClED. ALL OE'IECTOOS SHAJ..l. HA~ A. SECCH>ARY PRESENCE OUTPUT 'l\11HOUT TlWING F'll! SYSIDI SAMPUHG PURPOSES. PHASE-FUNCTION-SEQUENCE DIAGRAM / NOT : ! USED ~---c> 1111 1112 1113 04 <)-- -..p, __/ NOT USED 1115 !116 1117 1118 C • o:J i : -- - •ZP - -- -2 2 2 #14 •4P 2 2 -2 2 2 4 •SP 2 2 -2 -2 •BP -2 -2 -2 4 112PPB - - --1 1 1 114PPB 1 1 -1 - -1 1 , 1 l!!!PPB - - -- -1 1 f2BPB - - - -1 1 1 f4BPB 1 , 1 , -, 1 '" , 1 , 1 1 •BBPB -- - --1 1 ISNS 2 2 -2 2 2 2 PPB COM 1 , 1 1 1 1 2 SPARES 3 3 -3 3 3 6 TOTAL 22 28 2 29 19 29 56 SIG. COM 1 , -1 1 1 2 ,io LUMINAIRE 2 2 -2· 2 2 2 TOTAL 3 3 -3 3 3 4 1111 --1 fE 1 rE -1 R ¢2 -- -21E 21R 2 R 2#12 ¢4 ?([ ? " ., " ·, -~ -11 /F IHR i 1 e DLC ~c l?H I ? ,. I S I; •B - ---3 TOTAL 2 2 3 5 3 6 11 I EVP CABLE -I -I - I - I 1 I 2 I 2 I I INTERCONNECT -I - I - I - I - I - I l(R)I I CONDUIT SIZE 2" I 3• I a" I 3· I 2" 12-3" 12-fMI I ALL CONDUITS SHALL BE EXISTING EXCEPT v.HERE NOiED: {N) -NEW. AU CONDUCTORS SHALL BE NEW EXCEPT v.HERE NOTED: (E) -EXISTING; (R)-EXISTING TO BE REROUTED. • ' ' ' ,,. ___ _ 240' TO :1 1 ,: : CJ) BCR :L---· 'S -. I -----· ' ' ' ' ' . •---. -·,-------_ --_ --QCILE_ _ R2(40)P ------------~--~ - ------- ----~ (:EXIST. a·c, SIC TO WESTCLlff ------::C-~IEW r·c. REROU+E 3#2 S[R\'ICE 6 AB 2-3"C \ ? .. ----.----------GJ EVP DETECTOR MOUNTING DETAIL SPECIAL BOLT 0 -------........ MODEL 522 OPTICAL DETECTOR ----. SET SCREWS DRILL & TAP 5/8" HOLE IN MAST ARM -------------MAST ARM ~ STRAP /CLAMP PLANS DESIGNED BY: ____!,;Z,=.• ,4,__==?¾=¢1~,,,.-~ 3/r./7~ bATE 1771 KA'l"l, OKITSU & ASSOCIATI:3 ~ TRAmC AND HIGHWAY ENGINEERS 17852 E. SEVENTill<lH SlHfET fl07 TIJSTIN, CA 92880 (714) 57~17 r--"T"--,----------------,---rA""P"'P"'R"'o..,VE'"D,-------..-lR-A-mC_SI_GN_AL...1,M_OD_I_R_CA_TI_ON_P_LAN __________ --1 1---l---l---------1----11?141m<fk.~ ~AfFJC ENGINEER R.E. NO.C22.045" DATE.J-~ ~~ / DATE BY 0£SCRIPTION APP'D DESIGNED DRAMl □SL 16TH STREET & DOVER DRIVE CITY OF NEWPORT BEACH ,. ' .. ' .. " .. ... L.--------------------------------------------------------------------------------------------:ac:-1-hl&"1~,-,---L---------R-Ev1_S_ION_s ________ LCHE_CKED ___ LD_ATE_..::,;2/~2:::3~/:::96:'...L __ P_u_B_uc_wo_RK_s_D_EP_A_R_TM_E_N_T_...'.\-,..L.SH....:EET=-~3~~:__IF.::..:.3~r2.::_J 1;: ... . _;/, ,. . ' -. '.,, v, ' ;,,.,..<. ' ., / I I -:, ~ ~ 8 :3 :D JJ ~ ~ "(J ~ ~ ~ ~ 7 G = ~ z g E ~ 2 < z I I ' gJ " iJ1 "' z C s;: DJ m JJ 0 Il ~ z G) z C < CD m Il .-·r.. . ' _., x --f\! ' -----------WESTCLIFF DRIVE ' ' ' ' ' ' ' ---1-------------------··------- ' r -- -- 0. l-g 63 62 61 0 66 64 65 83 84 85 ---------- 86 87. 88 TRACT 9620 60 59 58 57 56 55 54 53 46 52 51 50 49 48 47 --G) CAPE WOODBURY 69 70 71 72 73 74 75 106 67 68 108 104 76 109 80 79 78 77 103 81 82 89 PUBLIC PARK 120 92 .. STRE T NAME S GN PER TREET IM PLANS,, (TYP. S , 102 101 --- 93 96 117 95 118 LOTM '===:11-=i~ GATED ENTRY 2 f5 :\ ~ 0 .•··· ST EET NAME SIGN ···P R STREET IMP. P ( P.) 1 > 0 so I~ r----_j Lu 2 3 4 5 s (LT) 0 Q "'{ 0 ri (RT) EXISTTNG CHURCH SIT£ I I I I 6 I I 7 8 L I I I I I Wor~m,r~ I BY:O.N. I D,l,'1£ OF THIS Pl.OT I 01zoazgs I 5 111 112 113 23 22 21 20 19 18 17 16 I I I I I I I I I I I I I I I I I I J I I I I I J J I 15 J 14 13 12 11 10 9 I I I I I I I I J I I I I I I I I I I I I I I I I I I I I I I I I I I I 26 27 I I I I I I I I I I I I I I I I I I I I I I J I I I I 28 I I / / WORKS DEPARTMEN '-...,...._D/VISION 53 / 107 / / / / / 45 / / / I I 44 31 I / I / / 42 43 32 / I / / I / 33 34 0-=------0-©=-- ©-®-=-- 0 39 37 36 35 LEGEND "NO PARKING ANY TIME" SIGN & NOT A THROUGH STREET SIGN ~ FIRE HYDRANT • REFLECTIVE BLUE DOT ® VEH. ENFORCEMENT SIGN CONSTRUCTION NOTES INSTALL NO PARKING ANY TIME SIGN PER CALTRANS TRAFFIC MANUAL SIGN NO. R28 & DETAIL HEREON . INSTALL NOT A THROUGH STREET SIGN PER CALTRANS TRAFFIC MANUAL SIGN NO. W53 INSTALL VEHICLE CODE ENFORCEMENT SIGN PER CAL TRANS TRAFFIC MANUAL SIGN NO. R 101 & PER DETAIL HEREON INSTALL INSTALL REFLECTIVE BLUE DOT ADJACENT TO FIRE HYDRANT PER CITY STD. 902-L NO PARKING ANY TIME SIGN PER CALTRANS TRAFFIC MANUAL SIGN NO. R26 POST INSTALLATION PARKING PARKING 7' e---24''-, ANY TIME ANY TIME I 24" I I R28 (LT) R28 (RT) SIGN POST DETAIL CDNO PARKING ANY TIME SIGN DE-=rAIL DE:SIGNED· PREPARED BY: THIS PLAN IS S<CNED SY THE CITY OF 1---+---+--------------+---l NEW?ORT BEACH roR CONCEPT AND uunsaker o-Assoc't·ates AOHSRANc, rn cm sTANDARDs AND fl. tx.· REOUIRE~ENTS. THE CITY IS NOT t----+---+---------------+----t RESPONSIBLE FOR DESIGN ASSUMPilONS Irvine, Inc. AND ACCURACY. Pla,nning • Engineering • Surveying Q., ...d, 1)1 &/. /-~s/4: hes, I ine, CA 92718 (714) 588-1010 ftt:f;,"""°'e""'"'.,._ "''' I DE.SIGNED: DRAWN: • DATE BY DESCRIPTION APP'D O.N. V.V. RCE 28545 EXP. 3/31/98 REVISIONS CHECKED: DATE: K.M.S. 05-15-96 TRACT 15012 UPPER CASTAWAYS SIGNING PLAN CITY OF NEWPORT BEACH INDEX SHEET PUBLIC WORKS DEPARTMENT SHEET 31 OF 32 K:\DT\42\ 15012\IMP\SIGNING.DWG i5 ~ ._ g; i Lu :z: ~ >-._ a I \::' ~ ;:"= ~ a " a rn " • ' 2 C ,: ~ " a " • " " n a " D ,~ -~ z C ,: ~ " D " " > " ~ I [5 ~ "' -a L() -._ (_) <( f!:: "' V, ::: :z: <( " __, ~ QC, ~ ._ Cc D ~ :z: ' Lu • ,; ::e, "' kl ' < z :s ' ~ 0 D 0: ' q Q ::e G -o a cr, ") -1,:: "' cr, ... cr, ,, 0:i ,! c6 I ' ~ z I 0 5 n 0 ~ TI 0 ,; ~ 0 z ;; s z m n ~ el TI z > TI ,; z I 0 5 n 0 TI TI 0 ~ i5 z ~ z m ~ ~ z :r 0 r 0 n 0 ~ TI 0 E 0 z z G) z C $ DJ m JJ 0 JJ ~ < z G) z C <' DJ m JJ 0 ::0 ~ z GJ ~ I I I / / / / - ' \ \ I I \ I I I I DOVER DRIVE l.-U i I u n I I It----, (5 ::J X w FUTURE PARK SITE I I I r---:1.--.. -~ , \ \__: RIVEW y/ STREET LIGHT CONSTRUCTION NOTES @---FURNISH AND INSTALL 1-1/4" PVC CONDUIT W/ (2) #8 STRANDED COPPER THWN INSULATED CONDUCTORS AND ( 1) #8 BARE, SOLID COPPER GROUND. PHASE INSULATION SEPERATELY COLOR CODED. @---FURNISH AND REPLACE/INSTALL #3-1/2 PULLBOX PER CNB STD-205-L ©----REMOVE AND SALVAGE POLE, BALLAST & FIXTURE. DELIVER TO CITY UTILITIES YARD. CALL FOR 24 HOUR NOTICE: (714) 644-3011 HERB WOLLERMAN. REMOVE FOUNDATION. FILL & COMPACT. ~ ~ FURN.ISH AND INSTALL PULLBOX AND LIGHTING STANDARD~CNB STD-202-L-A. \__'V USE 70 WATT HPS BALLAST AND LAMP. USE GALVANIZED ANCHOR BOLTS. @----REMOVE ABANDONED CONDUIT. BRING CONDUIT TO NEW PULLBAX. INTERCEPT EXISTING CIRCUIT. SPLICE PER CND STD-205-L I ( : I .., ,; z I 0 r 0 " 0 m 0 0 " ~ 0 .., m 0 " ~ • < 2 0 C z < rn I I ' ,,-\ I FUTURE ................. 1-i --''----'----L-.__~~' _ _j_~~___,,1 _.. I .... _ ... -~:~,__,, : : I I m " 0 " jj , > s " z m 0 " ~ ;f!' ------------------+---!':91-'---+--'\'- L1 Ll L4 ~--.. -.................... ---- .... -... -1 I l _ ...... ·--- I I \ I I \ I I I I I I I \ / ,. __ _ L3 • I ~ 1 ;.f!' I/ -EXIST NG DRIVEWAY I • I L2 L1 ~ ------ L4 16th STREET ,___ <.., <( g:: I I I 0 ~ z ~ U) l:'..) ~::: I ~ 0: ,_ :r: f.-6 5 ~~:~88 ~ " a" ~ .. --------"T""--------------------.-------------------,--,--,--------------,-,----------,--------..:.....------------1 c5 c-, j 7:J :S:C):;i93° PREPARED BY: l---+---11-------------------1--;oi~,~~~;s "'"'°a,'"' ciTY or TRACT 15012 a;;; ~ ~ ~ PUBLIC WORKS DEPARTMENT MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP I BY: v.v. I DATE OF THIS PLOT I 0970479s I NEWPORT BEACH FOR CONCEPT ANO D:: '<.,,'-_:; E ~ • Hunsaker & Associates ~~5~~~~~,\0 <-::;\:l~l;'ZJ,AN° S 1 Rc::-£T IMPROVEMENTS ~~ I 1--,,-,.....,,t-----t---------------t----j RESPONSIBLE FOR OESICN ASSUMPTIONS / J C.' ~ Irvine, Inc. . • -·· • AND ,cc"""· STREET LIGHT PLAN °' j P!anning•Engineering·Sv.rveying ;f;"/Lp;:$ ~--' !J6 16TH STREET . ..., Three Hughes, Irvine, CA 92718 (714) 583-1010 L11.~/9~7~M~-!:L~/2\j1~~R~EV!.!.l~SE§._t.N~oir~f..E_1=.L-:::4LT!:!02.1D~A~T"£,C:=_~1<~.~M'L-~~~"'~~i'~~"'F":iE~•~'~,iD51R~,,,~~r-~=--t::::-:;~-;::;:-;:--:-;~~~~~~;;~r-----~ 1 ~ ' -J.: DESIGNED: AWN: CITY OF NEWPORT BEACH ;;< UC/)) I ~/4 /,. DAT£ BY DESCRIPTION APP'D O.N. O.N. XUANVUNJtl;:;-;[ 4948~ i::. 9/30/96 REVISIONS CH[C~~~; DAT[~-15-96 PUBLIC WORKS DEPARTMENT I-S_H_[_[_T_3_2_0_F_3_2--I g ~ UTILITIES DIVISION ur1Lm1cs rnG1NcW DATc R.C.c. # 45214 K:\DT\42\ 15012\IMP\STL/GHT .. OWG t ----w 1'J \ ) --2-, VJ [>l () :z: ;~ ~~ )> --< s: /JJ "O ,... ::0 ZQ \lO < nm )> s: ,,, m ~z :a: -i )> (f) -< en z I / L C s OJ m JJ 0 JJ ~ z G) z C s OJ m JJ ---?t 1 ---~ ~ ...... N 0 JJ ~ ~ z G) z C s co m JJ 0 JJ t < z G) • SIDEWALK 4" P.C.C. SELECT BACKFlLL 0 90:11: REL.A TIVE MIN. COMPACTION 1-1/4" CONDUIT BEDDING "1ATERIAL OPEN TRENCH CROSSING flNISHED GRIIDE t 5" SECTION ,,. A" • ,,. A" CITY STD 205-l t 12" j ' I I 18" I I i -NEW OR EXISTING CITY LIGHT STANDIIRC i--------2'-6"--------i ' Cl TY PULL BOX I I I 1 1/4" CONDUIT WITI-i j 31/8 WIRES 2· f t CITY OWNED MULTIPLE CIRCUIT 01Y STD 204-l 3 LA'!'ERS OF 3M -----' ELECTRICAL TAPE NO. 23 AND 3 LAYERS OF TAPE NO. 33 OR EQUAL {TIPICAL). APPLY 3M SCOTCHCOAT 2 1/2" r-FUSE HOLDER IN PULLBOX t TRON ,-tEX-AA OR EOUAL RUBBER BOOT NOT ACCEPTABLE TYPICAL FUSEHOLDER I 01Y STD 205-l NOi[:; 1. 2. ALL CONDUIT SHALL BE 1 1/4" DIA. P.V.C. SCHEDULE 40 ' SEE DRAWING NO. STD-2D5-L FOR PULL BOX DETAILS AND FUSEHOLDER DETAIL 3. All FUSES SHALL BE LOCATED IN PULL BOX AND SIZED TO SERVE WATTAGE OF LUMINAIRE. 4. AFTER CABLE IS INSTALLED, ALL CONDUIT ENDS SHALL BE SEALED WITH DUCKSEAL OR EQUAL. 4 GROUT CASTAwAYS LAN£ STREET LICHT ELECTRICAL PLAN 5CAl..E: ,.. = 11/-0" !1----POST TOP GLOBE WI~ EXTERNAL REFRACTOR (STIPE CO. S-102 OR APPROVED EQUAL) T'fPE II. 111, OR T'l'!'E V DEPENDING ON LOCATION, 'MTI-i S STREET LIGHTING GLOBE BASE. ~--S" GLOBE HOLDER g•-s 1/2"' 2°-6" NOi[:; 1 ALL BASE SHALL BE POURED TO 4•• BELOW SIDEWALK GRADE 2. THE AREA AROUND ALL STANDARDS SHALL BE FORMED AND POURED WITH GROUT TO EXTEND 6" ON EACH SIDE AND BACK Of STArmARD AND FROM BACK OF CURB TO FRONT OF STANDARD. GROUT S~ALL BE POURED FROM TOP Of BASE TO SIDEWALK GRADE. GROUT SHALL CONSIST OF 2 PARTS SAND 1 PART CEMENT 3. EACH POLE SHALL HA VE A PULL BOX. 4. FUSE HOLDER IN ADJACENT PULL BOX. 5. ALL THREADED CONNECTIONS SHALL HAVE ANTI-SEIZE COMPOuND i----2'-o" r-9 15" r: ."=a. lj,=j,=,.....~ 1-1/4" DIA. P V.C 3• _6.. • SCHEDULE 40 CONDUIT. 2-0" l ···_ .... -l 2·-0· I-- SQ ELEVATION CITY STD 202·l·A 3/4" X 18" ANCHOR BOLTS PROJ. 3" ABOVE GROUND. BASE DETAIL JOB ADDRESS UNDERGROUND SERVICE ALERT Call: Toll FREE 8 ,x; N + ,.,, SITE NOTES ALL PULL BOXES TO BE EISEL ENTERPRISES NO. 3-1/2 (10-1/2"X17-1/2"X12") OR EQUAL W/CONCRETE BOLT DDWN COVER MARK "STREET LIGHT". 2. ALL CONDUIT BENDS TO BE FACTORY MADE BENDS. 3. STREET LIGHT SYSTEM CONDUll TO BE IN SEPARATE TRENCH 7.5" FROM CURB FACE PER SID-205-l. 4. CONTRACTOR TO MAINTAIN PROPER SEPER~.TION AS REQUIRED BY THE APFROPRIATE UTILITY COMPANY. 5. CONTRACTOR RESPONSIBLE FOR ANY AND ALL INSPECTIONS. 6. ALL WORK TO CONFORM WITH NATIONAL ELECTRICAL COOES AND THE CITY OF NEl\f'ORT BEACH "DESIGN CRITERIA FOR PUBLIC WORKS CONSTRUCTION." GUIDELINES. AND STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPEClflCA TIONS. 7. ALL CONDUIT SHALL BE BURIED A MINIMUM OF 18". SEE NOTE 3 ABOVE. 8. ALL GROUND CONDUCTORS SHALL BE MIN. jl8CU-BARE SOLID GROUND SPLICED TOGPHER AT PULL.BOXES AND CONNECTED TO GROUND LUG INSIDE LUMINAIRE 112-Tl-WN-~U-AWG. 9, ALL NEW POLE LIGHT FIXTIURES TO BE TYPE 70W HPSV UNLESS OTHERWISE NOTED. 10 ALL CONDUIT TO BE 1.25" P.V.C. UNLESS OTHERWISE NOTED. GALVANIZED METAL CONDUIT SHALL NOT BE USED. 11. FUSEHOL()ERS TO BE BUSSMANN T'fPE HEX-AA OR EQUAL AS SHOWN ON THE T'l'!'ICAL ONE-LINE (5A IN PULL BOX). FUSES SHALL BE TYPE BAF. 12. WIRl"IG SERVICE RUNS TO LIGHTS SHALL BE STRANDED COPPER WIRE EXEPT GROUND N0.8 AWG (THWN-CU) MINIMUM AND U.L LISTED UNLESS OTHERWISE NOTED. CONDUCTOR SHALL BE COLOR COOED AND LABELLED. RED. BLACK, (HOT) BARE (GROUND). 13. AFTER CABLE IS INSTALLED, ALL CONDU T ENDS SHALL BE SEALED 'MTH OAKU"1, DUCKSEAL OR APPROVED EQUAL. l'flRE FROM FUSE HOLDER TO LUMINAIRE Sl-iALL BE ;f10-THWN-CU. 14. ALL LU"1INARIES SHALL BE HIGH PRESSURE SODIUM VAPOR 240 VOLT NOMINAL 15. ALL LUMINARIES SHALL BE SUPPLIED 'MTH A LAMP, 55 VOLT NOMINAL. ANSI DESIGNATION S5'4-, 20,DOO HOUR AVERAGE RATED LIFE, UNIVERSAL BURNING POSITION. REGULATION BALLAST (MAG-REG), POWER DOOR. 16. THE SELECTED MATERIAL IS TO BE COMPACTED NOT LESS THAN 90X REALl7VE COMPACTION AND BACKFllLED IN THE TRENCH AND BEDDING MATERIAL IS INSTALLED. 17. ONCE A SIDEWALK IS REMOVED IT WILL BE SAWCUT AND REPLACED TO SCORE LINES OR JOINTS. THE COLOR Of THE REPLACED SIDEWALK WILL MATCH THE ORIGINAL SIDEWALK. 18. All ABANDONED STREET LIGHTING FOUNDATIONS WILL BE REMOVED AND NOT REUSED. EXISTING FOUNDATIONS WILL NOT BE RELOCATED. 19.. THE CONTRACTOR SUBMITS TO THE CITY ENGINEER "AS BUILT"' PRINTS BEFORE ACCEPTING THE INSTALLATION. PRINTS SHALL INDICATE, IN RED, All DE\/IATIONS FROM THE CONTRACT PLANS, SUCH AS: LOCATION OF POLES, PULL BOXES AND RUNS,· DEPTH OF CONDUITS, NUMBER OF CONDUCTORS, AND OTHER APPURTENANT WORK. 20 THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND SHALL NOTIFY THE CITY ELECTRICIAN (714) 644-3011, 48 HOURS PRIOR TO STARTING EACH PHASE OF CONSTRUCTION AND PRIOR TO REQUIRING INSPECTING 21. THE EXISTENCE AND LOCATIONS OF ANY UNDERGROUND UTILITY PIPES OR STRUCnJRES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF NEWl"ORT BEACH DOES NOT CONSTinJTIE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCnJRE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 22. CONTRACTOR SHALL MINIMIZE DISnJRBANCE OF EXIST TREES AND SHRUBS DURING SER\/ICE POINT OR CIRCUIT TAP OCCURS. CITY OF NEWPORT BEACH • \ ' LEGEND EXISTING STREET LIGHT TO REMAIN EXISTING STREET LIGHT TO BE REMOVED NEW STREET LIGHT AT NEW LOCATION (SEE CITY STD 202-L-A) REPLACE TO NEW STREET LIGHT AT SAME LOCATION (SEE CIYT STD 202-L-A) NEW 2 f/l TI-iWN -CU & 1 (18 BARE CU-GROUND IN '-1/4" PVC SCHEDULE 4D. 40+87 STATION NUMBER @ REFER TO CONSTRUCTION NOTE @ CONSTRUCTION NOTES REMOVE EXISTING STREET LIGHTING STANDARC AND CONCRETE BASE. INSTALL NEW STREET LIGHTING SID 202-L-A WITH NEW 2 18 THWN-CU & 1 (18 BASE CU-GND IN 1.25". FROM EXISTING STREET LIGHT PULL BOX TO NEW STREET LIGHT, USE T&B "C-TAPES" FOR SPLICES, IN PULL BOX SHALL BE CO\oRED WITH 3 LAYERS OF 3M ELECTRICAL TAPE NO. 23, J LAYERS OF TAPE NO. 3J OR EQUAc (TYPICAL) 'lUBBER BOOT NOT ACCEPTABLE THEN APPLY SCOTCH COAT. REFER TO 202-L-A ELEVATION FOR CONCRETE BASE. PROTECT IN PLACE THE EXISTING STREET LIGHT PULL BOX. REMOVE EXISTING STREET LIGHT STANDARD. INSTALL NEW STREET LIGHTING SJP 202-L-A WITH NEW 2 f8 THWN-CU & 1 (18 BASE CU-GND IN 1.25". FROM EXISTING STREET LIGHT PULL BOX TO NEW STREET LIGHT, USE T&B "C-TAPES" FOR SPLICES, IN PULL BOX SHALL BE CO\oRED WITI-i 3 LAYERS OF 3M ELECTRICAL TAPE NO. 23, 3 LAYERS OF TAPE NO. J3 OR EQUAL (T'l'!'ICAL) ~UBBER BOOT NOT ACCEPTABLE THEN APPLY SCOTCH COAT. REFER TO 202-1-A ELEVATION FOR CONCRETE 3ASE. • 900 DOVER DRIVE CITY OF NEWPORT BEACH THIS PLAN IS SIGNED BY THE CITY OF NE~ORT BEACH FOR CONCEPT ANO ADHERENCE TO aTY STANDARDS AND RECUIREMENTS ONLY. THE aTY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS ANO ACCURACY. HO. OESCRIPT/DN APPROVED· CITY ENGINEER DATE REVISIONS DA TE APPROVCD 1-800 PREPAR£D FOR PRELIMINARY GRADING PERMIT NO. 1220-G-95 LIGHTING PLAN. SHEET \ 422-4133 TWO MR<ING DAYS -YOU DIG •CAU"nOfrr: RsnWl'N' that 1M USA C.,t.- nDUIIN M1 thDN-utlltla ~ ta UM o.itr. ~ could be ottw=" ufttUee praant at th Mlfk .rte. '1h11 c:.nt .. wll ll'lfDrrn ,ou of wham tt,., wit noffly. TAYLOR WOODROW HOMES 24461 RIDGE ROI/TE DR. LAGUNA HILLS. CA 9265.J {714) /l/11-2'26 CONTACT P£/ISOH: ADRIAN FOl.CY PREPARED BY A UQ411NODDIONIJIS D.EC'IRICAL. £.WWW~ 31S'T /Ulf.W/4.V 4\o£. SUrrE F108 COSTA MESA. CA 12S29 1EL: (714) 432.-1327 NXIRPC&\11]) FAX: (714) 4.'5.2-8738 SUBMITTED BY MIL.LIAM LONG TRAN R£E: 11-453 EXP. DATE 12 I 99 D£SJGNER BAO LE DRAFTER -ROBERT P. -... TRACT NO. 15012 32-A CA.STAWAY.S LANE CITY lOF NEWPORT BEACH OF32.SHE£T ~ z m n > C • 0 a ' > ') ;;:s-_,__ V' ,-..J J> C> -~ w \:'.l " r n::: > z 1!i ):, 0 -I -i r }m 0 ' n )>~ •o 0 D " -< s: ~ " 0 "' "O n " ~ ~ r-;lJ z 6 20 C z Ro< < ~ nm , 1!i s a t " _, m < z }~ m n ~ (/) > r s (/) 0 z a z s ; z 0 r C " C a " C a > c z z C < CD m JJ ~ JJ ~ z GJ z C < [[] m ' r . ' r-. D JJ ~ z G'J z C < JJ 77 JJ D JJ g < z Gl .,,.: ESTIMATE: OF QUANTITIES TOTAL GENERAL NOTES -CITY OF NEWPORT BEACH GENERAL ELECTRICAL NOTES -CITY OF NEWPORT BEACH NO. DESCRIPTION QTY. UN. 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS or THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONST,r?.UCT/0./\J, 1994 EDITION AND SUPPLEMENTS. 16 AU. ELECTRICAL WO.RK Si-lALL COM.PLY WITH Th'E LATEST AMENDED EDi'Ti'ON or THE NATIONAL ELECTRICAL CODE, ALL STATE AND LOCAL CODES 17 ALL CONDUITS, UI/LESS OTHERWISE SHOWN, SHALL BE IN 1\CCORDANCE WITH CNB STD-101-L. CONDUrTS SHALL BE INSTALLED BY JRENCHING OR BORING. IMPROVEMENT PLANS STREET IMPROVEMENTS 1 CONSTRUCT 6" AC OVER 12' AB 2 CONSTRUCT 8" CURB & GUTTE.R TYPE A PE.R CNB STD. 182 L J CONSTRUCT 9" CONCRITE BUS PAD INCLUDING 8" CURB PER SECTION A-A ON SHffT NO. 2 7,210 S.F'. 575 L.F. 1 £A 2 STATIONING REFERS TO C£NT£RUN£ OF STR[ET. 3 EXISTING UNDERG.ROUNO UTILITIES A.RE SHOWN AS PER AVAILABLE RECORDS THE CONT.RACTOR SHALL BE RESPONSIBLE FOR VERIFYING 18 SPL/C[S S.HALL B[ MADE IN PULLBOXES BY MEANS OF END-TO-END CRIMP-TYP[ CONN[CTORS PE:R ST0-204-L, T&B STA-KON, C-TAP OR PR[-APPROV[D EQUAL COAT ALL SPLICES Wi'Th' SKOTCHKOT[ BF?AND SEALANT FOR 4 SAW CUT & REMOVE AND DISPOSE or EXIST. CURB & GlfTTE.R AND AC SIDEWALK TO CNB SATISFACTION 5 FEATHER OVER EXIST. PAVEMEWT FOR SMOOTH JOINT 6 SAWCUT, RE.MOVE. & REPLACE EXIST. AC AND BASE IN KIND PER CNB STD. 105 L 7 RFLOCATE EXISTING SIGN BEHIND CURB PER CNB STD. 915-L 8 PROTECT IN PLACE 1,165 L.F'. 105 L.F'. 1,960 S.F'. J • £A 7 £A TH£ ACTUAL LOCATION AND ELEVATION IN TH!: FIELD PRlO,R TO BEGiNNING CONSTF!UCTION OF TN£ NEW FAC/UT/£5 4 CURB DATA REFERS TO FACE OF CURB. 19 PULLBOXES SHALL BE E:IS[L #3-1/2 OR #5F AS SPECIFIED AND PER CNB STD-205-L, MAX. 180' APART. CONDUIT END SHALL BE SEALED PER CNB STD-204-L. DOVER DRIVE WIDENING 9 CONSTRUCT 6" CURB & GUTTER TYPE A PER CNB STD. 182-L JJO L.F. 10 CONSTRUCT 6" CURB ONLY TYPE B PER CNB STD. 182-L 840 L.F. 11 CONSTRUCT TRANSrTION CURB & GUTTER rROM 8"CF TO 6"Cr PER CNB STD. 182-L 27 L.F. 12 CONSTRUCT ACCESS RAMP (SE£ PLAN FOR SPECIFIC CASE) PER CN8 STD. 181 L A 2 £A 20 WIRING SERVICE RUNS (240V) SHALL BE #8 STRANDED COPPER THWN, PHASES 13 SAW CUT & REMOVE EXIST. CURB ONLY 775 L.F. S.F'. 5. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FlNlSH TO ALL ADJQ.INJNG CUF?BS AND WALKS. 6. ALL UNDERGROUND WORK S/-iALL 8£ COMPLETED PRIOR TO PAI/ING OF STREET ANO DRIVEWAYS. INSULATION COLOR-CODED G,ROUNC CONDUCTORS SHALL BE #8 SOLID, BARE COPPER. CONDUCTORS FROM LINE SIDE OF .CUSE HOLDE,R S/-iALL BE #10 STRANDED COPPER THWN, PHASES INSULATION COLO.R-CCDED, #12 SOLID from STA. 24+08.36 to STA. 38+88.57 14 SAW CUT & REMOVE EXIST. PAVEMENT 15 CONST. VARIABLE THICKNESS AC (0.1' MIN,) 16 REMOVE EXIST. CONCRETE SIDEWALK AND ACCESS RAMP 2,880 15,555 S.F. 1 LS. COPPER GROUND TO FIXTURE. FUS£/-i0LD£RS TO BE BUSSMAN TYPE 1/EX-M 17 ADJUST EXIST. STRUCTURE TO GRAD£ .3 £A P17[-APPFWVED EQUAL US£ 5A BAF FUSES 18 REMOVE & DISPOSE OF' EXIST. /AS NOTED ON PIAN) J £A 7 PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REI/ISION AND APP.ROI/AL or TH£ CITY AS REQUIRED BY SOILS TESTS TAKEN AFTER THE: COMPLET!CN or ROUGH GRADING 21. ONCE WAL!( IS REMOV[D, IT WILL BE SAWCUT ANO R[PLACED TO SCORE LINES OR JOlNTS THE C'.JL'Jl? 01 REPLACED S!DEW~LI{ \11/LL MATCH THE ORIGINAi_ CITY OF NEWPORT BEACH 19 GRIND EXIST. PAVING DOWN 0. /' MIN. 7,265 S.F. 8. SEWER MANHOLES SHALL BE LEFT BELOW PAVEMENT GRADE AND BROUGh'T TO FINISH GRADE AFTER PAVEMENT lS IN PLACE. 9. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE PUBLIC WO.Rf($ DEPARTM[NT 48 /-!OURS IN ADVANCE or P[RFORMING ANY WORK AT 6111-3311 THE PUBLIC VlORKS DEPARTMENTS !NSP[CTOR SHALL ALSO BE NOTIFlED AF/ER PLACEMENT OF FOF~MS /\ND PRIOR TO PLACEMENT OF ANY CONCRETE: FOR CURB & GUTTER SO THAT THE FORMS CAN B[ CHECKED FOR LIN£ AND GRADE AND COMPARABILITY WITH EXISTING CONSTRUCTION 10. THE W4LLS AND FACE or ALL EXCAVATIONS GR[ATER THAN FiV[ (5) FEE! IN DEPTH SHALL B[ EiTECT/V[LY GUARC[D BY A SHO,RING SYSTEM SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS TRENCHES OR CXCAVATIONS LESS THAN FIVE (5) FEET IN DEPTH Sh'ALL ALSO BE GUARDED WHEN £XAMINA.Ti0N .INDICATES Ti-lAT HAZARDOUS GROUND MOVEMENT MAY BE EXP[CTEO 11 TH[ CONTRACTOR(S) SHALL OBTAIN I\ PERMIT TO PE.RFD.RM EXCAVATIOr, OR TRENCH WORK AS DESCRIBED !N NO. 10 ABOVE FROM CAL/OSHA. 12 THE CONTRACTOR SJ-IA.LL NOTIFY Th'£ rtRE DEPARTMENT 48 HOU,RS IN AD\/ANSE OF SHUTTING OFF ANY .~!HE HYDRANTS AT 644-3106 13. THE FIRE DEPARTMENT SHALL BE NOTIF1ED 48 /-/OU.'iS !II AD'l4NCE. OF ALL LANE CLOSURES. 14. CONTF?ACTOl? SHALL MEET WITH C.ITY MAINTENANCE DEPARTMENT PFtiOR TO SIART OF CONSTRUCTION TO COORDINATE: CONSTRUCTION or NEW IMPROVEM[NTS THAT AFFECT EXISTING CITY MAINTAINED LANDSCAPE IMPROVEMENTS ALONG DOV[R Oi?I\/£ BETWEEN WESTCL/FF DRIVE NORTH TO WESTCLIFF DR/\/£. 15. COl✓TRI.CTOR SHALL /,'A/NTA1N 1 LAN£ OF THROUG.'-i TRAFFIC IN [:AC!/ DIRECTION ON DOVER DRIVE AT ALL TIM[S DURING COURSE OF CONST.RUCTION NOTICE TO CONTRACTOR CONTRACTOR SHALL VERlFY ALL CONDIT/CNS AND DfliENS/ONS .1\ND SHALL F?EPORT ALL DISCREPANCIES TO THE ENSlNE[R PRIOR TO THE COMMENCEMENT OF WORK PRIOR TO COt1JSTRUCTi'ON OF ANY CONCRCTE STRUCTURE, Th'E CONTRACTOR SHALL VERIFY WITH THt SOILS £NG!NE[R. THE TYPE or CONCRETE RECOMMENDED EXlSTi'NG UNDEF?GROUND STRUCTUHES : Tl-lE [XISTENCE AND LOCATION OF ANY UNDERGROUND UTIL/Tf ?IPES O,P. STRiJC7URES 51D[W/,LK. O.Fi: CONDUITS SHOWN ON THESE PLANS ARE OBT,Alt\JED BY A SEARCH OF ThT A\/t.lLA.BLE ,RECOF?DS TO THE BEST CF OUN KNOWLEDGE, n-IERE ARE NO EXtSTiNG UTlLIT/£S [XCCPT AS SHOWN ON THESE PLANS. THE CONTffhCTOR IS REQUIRED TO TAKE iH[ ,PFfECAUTlO,",JARY MEASURES TO P.ROTECT THE UTIU7Y LINES SHOWN AND /.NY QTHE!? UN[S NCT OF RECORD OR NOT SHOWN ON THESE PLANS IT SHALL 8£ TH£ CONSTRACm.~s RESPONSIBILITY TO NOTIFY THE OWN[RS CF THE UT!LITIES O.R STRUCTURfS CONCERt,-lED BEFORE STAF?TJNG WORK. CONTRACTOR FUF?THER .ASSUMES AU LIABfLITY AND ,RESPONSiBIL/Tf FOR THE UNDERGHOUND UT!LJT( PIPES, CONDUITS OR STRUCTURES 5/-fOWN OR NOT SHOWN ON Th'ESE .~LANS. NOTICE TO CONTRACTOR CONTF?ACTOR IIGREES THAT /-!£ SHALL ASSUME SOL[ AND COMPLETE. R£SPONSIBIL'7Y FOR JOB SITE COND!TIONS DURING THE COURSE or CONSTRUCTION or THtS PROJECT, iNCLUDfNG SAFETY' OF ALL PERSONS !,ND PROPE,RTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIWTEO TO NORMAL WORKING HOURS AND THAJ TH£ CONTRACTOR S/-IALL DEFEND, INDEMNIFY AND HOLD THE OWNER, THE ENGiNE[R, AND THE CITY OF NE/fPORT BEACH HARMLESS FRO/A ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH TH£ PERFORMANCE or WORK ON THIS PROJECT, EXCEPTING FOR UAB!L/Tf AR1SING FROM SOLE NEGLIGENCE OF OWNER, ENGIN[CR. O,R THE CITY or NEWPO.RT BEACH_ NOT/Cf.. TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOLLOWING IS PERFORMED· 1. UNDERGROUND SER'v'lCE ALERT h'AS BEE,l\i' CONTACTED AND /-iAS PF?0'1WED INQUIRY !.D.# ~------------ 2. THE UNDERSIGNED AGREES TO CONTACT A/\1D OBTAIN AN INQUIRY I.D./! FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT L[AST TWO (?) 0/1YS PRIOR TO THE COMMENCE.ME.NT OF EXCAVATION. DATE: _____ _ UNDERGROUND SERVICE ALERT ct:~"~-= % Call:Toll FREE lu 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present ot the work site. The center will inform you of whom they will notify. UTILITY SO. CALIF. EDISON COMPANY SO. CALIF GAS COMPANY UNDERGROUND SERVICE ALERT CNB UTILITES COMCAST CABLE VISION PHONE (714) (714) (800) (714) (714) NO. 951-0552 835-3833 422-4133 644-3011 542-6222 . ~!:A? nATE 1nENT1FJER ~TE OF 't>.l'tST ~E 10 TI,!S t.1AP I 4/14/95 B'!': ON I DA.TE OF THIS PLLIT 1 017117s1 I BENCHMARK: 3K-24A-82 HORIZONTAL CONTROL BAS£D UPON CAL/PORN/A COORD!N4.T£ SYSTEM ZONE N. VERTICAL CONTROL BASED UPON B.M. NO. 3K-24A-BJ, ELEVATION -18.987, ADJ. 1978 CNB MSL DATUM OF 1929 SOILS ENGINEER: LEIGHTON & ASSOCIATES 17781 !RV/NE, COWAN CA 92714 CONTACT: ROZ MUNRO (714) 250-1421 NO. DESCRIPTION QTY. UN. 50 CONSTRUCT 1o RCP, BACKFILL PER CNB STD. 106-L 6 L.F,_ 52 CONSTRUCT JUNCTION STRUCTURE TYP-:E~'-'1'---r;'-,'-',;.~o~MA-=N-H:cO_LE~E;~PE=R~C~N=B-ST.~D-. =3~10=_-L-1-----+,-"' I---+--------------='-'-=-="--'='-==-=--1-~-'--=------J SE£ [)£TNL B FOR -n,p OF .JUNCTION STRUCTURE: • 1 EA \l\GHWAY 54 CONSW.ucr CATCH /3ASIN TIP£ OL PEA CN/J STD. 2,0{,-L 1 EA. SHEET 3 VICINITY MAP N.TS ' ' \ ' REFERENCE: ' \ ' ' I CITY PARK LOT 120 TR. 15012 ~ t2,t<J97 PER R-5033,-S DOVER DR. & WESTCLIFF DR. INT. PREPARED BY WILLIAMSON & SCHMID CIVIL ENGINEERS \ ' DIRECTOR OF PUBLIC WORKS DATE BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN 0.C.S. HORIZONTAL CONTROL STATION GPS N0.6281 AND STATION GPS N0.6253 BEING N17'00'12'"E PER RECORDS ON FILE fN THE OFFICE or THE ORANGE COUNTY SURVEYOR. OWNER/DEVELOPER: TAYLOR WOODROW HOMES CALIFORNIA, LTD. 24461 RIDGE ROUTE DRIVE LAGUNA HILLS, CA 92653 CONTACT: ADRIAN FOLEY (714) 581-2626. JOB ADDRESS 900 DOV[R DRIVE CITY OF NEV✓POF/T BEACl-/ (SHEET 1-5 OF 5) INDE)( SHEET INDEX TITLE SHEET STREET IMPROVEMENT PLANS STRIPING & TRAFFIC CONTROL TRAFFIC SIGNAL MOD. PLAN STREET SECTIONS PLAN TRAFFIC CONTROL PLAN STREET LIGHT PLANS MAP SHEET NO. 1 2-4 5 6 7 8 9-10 DESIGNED: SHEET 2 PUBLIC WORKS DEPARTMENT UTILITIES DIVISION _[fb.k=__fi. EJ~ UTILITIES MANA.GER R.C.E' ;;1 25553 /·Z.O•f7 DATE THIS PLAN IS SIGNED cJY Tl![ Cll'i' OF 1----l---+-----------------1----1 NE\'RORT BEACH FOR CONCEPT AND TRACT 150 12 ~ii H J; &: A • t ADHERANCE TD CnY STANDARDS AND PREPARED BY: ·~-11{ u~a cer .,.. ssac-ia es ~~~~~ii:~fFoR~~s9b1;7 l~s~~~noNs DO 1 ;c-R DR/' 1c-~ l Jrv-i,ne, Inc. AND ACCURACY. v c:::.. v c:::.. Planning•Engineering·Surveying (;2/..d:J~ 1/-STREET IMPROVEMENT & TRAFFIC PLANS Three Hughes, Irvine, CA 92718 (714) 583-1010 ;,,,:,,~~=,:,,~'.'f;Z • / ~!J(l~U,~=:....___lf_a/.'!U'---~:.::_L..::'....l __ __:~~=::.._ ___ _j:.=.:-='.lro'PEsnic'i<N'f"iED;:-.-h;oiHA~1-1:-w.-· --l CITY OF NEWPORT BEACH 1-------1 V~, 4 ,. • • •·• ,. ifi? I•~ DATE BY DESCRIPTIOM APP'D O.N. v.v. TITLE SHEET '-x6-~A""N=vu NGUY[N/Jfj;[ 94981 ExP: 9/30/00 REvisioNs cH[Cf(ED, DAT[: PuaL1c woRKs DEPARTMENT SHEET 1 oF 10 O.N. 01 17 97 L:\ 15012\IMP\STREET\DOVER\SHT01 :§: < - ' ~ z " ~ 0 C " ~ " ~ " > • z m CIJ n m ,. JJ C 2l ~ z " 'U ~ z ~ 0 0 r 0 :n ~ " 0 m ~ 0 0 ~ ~ " 'U 0 ;; " ~ " w z s < z 5 Q ~ C z c;: < w z 0 ~ 0 C -" ,, " ~ ;~ " < " z _m m 0 m ~ :n ~ 0 " ~ p (7, ::s-r-. ........ -" • -U' . s:, c:: --, ---~ (::) • 'Tl C ;u 0 tJ 0< :n ;;,:m ~ en en ;u ~ -I -i C )> )> 2!! z w"' < G) "' .;,. m ~ 6 :::E z 0, 0, -C 0, t,,) C ~ --,mm [IJ -I ~ rn oz :0 G) !;" ~ e'.: V) 0 2i Q ) Q ::, I I I / "' , -a "' ,_ f--. C, s( (": V) <': s( ..J Q f--. 'U ;,: I ~ CJ <o ...__.,._, ~ ~~ 0 0 r 0 :n Q:S, ~ " ~ D 0 5:8 " :u D ~ m D :s; ct! • ~ w z -. < ' Li.,! • , ~ r., 2': "' C D:: "' Cl "<t "' C>: "<t-~ . 0 C, ao Cl Cl) "l -le:: "' Cl) "" 0) .. 0 2: >' --[!J I i ' -- I ' ... • : {R=0.85%) ._ :__ -. . . ' 65 . : 65 · -- I ~;T!C JE~LE~V·~~==2%:, c=:F::cZ%?1, 1 4, -EX. C&G i/'j:PE=R~:~R:O:::F'.L:..:E·__:...'-· __:..-•--·-·--(j) CONSTRUCT g" CONCRETE BUS PAD INCLUDING 8" CURB PER SECTION "A-A' HEREON 3/8" 4 N. T.S. 24 SECTION A-A 39' 25 1 ' 2' 12' 26 12' 2' STREET CONSTRUCflbN NOTES SATISFACTION CURVE DATA TABLE 28 29 0 BEARING/DELTA RADIUS LENGTH TANGENT 0 11°18'36" 50.00 9.87 4.95 11°18'36" 50.00 9.87 4.95 11°18'36" 50.00 9.87 4.95 / If '. \ ' ' f g"JlilCK ~ CONST. VARIABLE THICKNESS AC (0.1' MIN.) I • /' I C15X19) ~EE-DE~AIL ";:.· (2) ~-wc'c;=o~R""E,..,INF"'occRc"'E,--,ME"'"N~T "-:::I~ ADJUST EXISTING STRUCTURE To GRADE I I I 1'· \ '\ 6 AT LEFT \c..:F' N.T.S, ~ • • ~ __ @)--=-_9 ____ G_R_IN_D EX_1s_T. P_Av_1NG_D_o_w_N_o._1_· _M_IN_. __ - . 8" 11.J.i.A.cp, 1 .. / /t . -..... L ·----· .. --,--__ -r -7 --&cW(:I\CP)~ -• -· - -• @A-_--CONST. LO.CAL. Da:E.ESS.ION PER~.:· 3R0c: ·' ® ... ··---Q ~ . .. . -. ·-.. ·-· B sT····D··" .... , .. so L WID_T_H_ .PE. R PLAN -VY\,-,c, J -fr ,k ·-___ f . _ ... (3r= REMOVE & DISPOSE-OF· EXIST-. G. . •••• --, .. ~ CONSTRUCT 4" PCC SIDEWALK PER CN . - --·-%{ -----/ ,l 1 ; 1 , / \l'lji ----·'·n _,_ --·--·· ---•• °0: ®-=---SAWCUT, REMOVE & REPLACE EX, AC, CURB & GUTTER, :(.i, @-----RELOCATE EXIST. BUS STOP SIGN TO STA. 28+22 g AC SIDEWALK & BASE IN KIND TO CNB SATISFACTION @c----+ REFERENCE: I h ~ _ 23 RELOCATE EX. BUS STOP SHADE STRUCTURE TO STA 28+02.90 ,... I 16TH ST. CONSTRUCTION !"'VER DRIVE ~ GRIND EXIST. PAVEMENT (SEE SECTION F-F FOR THICKNESS REMOVAL) ..,, <.J,_.Jn i// EASTERLY (RESUB.#218) ~ INSTALL 20'x4'x6" c9~RETE PAD FOR BUS SH£!.T£P-@-REMOVE & DISPOSE OF EXIST AC SIDEWALK NI") 1 " > I PREPARED BY WILLIAMSO~ ,& SCHMID , o" ( CP) ..... ~ -·-15~ S(VOP)--• "-o -v;'~ ,ic;:~lr ~~/:,// -G) •••• I •• Clvtt-E~tNEERS (SA--. I ~.1) ·~ 5 V • ··--D O V E R ~ . i",9,-' I ....... ·.)," . . . . . . .. . . . F, 1' --------.... • -··-···• ... .. _· ~-_·2·~ ,_-·-.:__--=:--:.· __ -_-_---_-·_•-.. _---_~---~.0•"\/'1,!~~:}:=:;;'::;;_===::·:::;;:·"""~'"· 1-(/)· WW ·-···-~ .. '~~{ f .. }:/'.<::::::<:::.>>>:::::.:::::>•:•~~ 24/ ct.~ 25 _._ .. 2,P---N1"6"18;02"E____ , -___ f. ....... --------, -~...:;)(JLJ."',' --WJ: ' .. ~-----.. -·----- ... -------·· DRIVE ...... ---- ......... ---- .. ---- 12°09'21" 50.00 10.61 5.32 _____ _,., ----- -+----..... --- : : : : :;;5, : ' :. > ·*· •~2 I I 14 ;;1525' ---i~ I! ~C'{ G/ G/ .. ,_.G.., jl,._. ,'; ~ V'; '\ 4 '\ • ,/ " -,;, " -..• -. . ..::-"" --.---~. OJ.. --::;;",, ,._'I<· ,5'~ .... ± . . .. ............ x: ' _(Q 33 ~ .. r":V ~', ·-oo fl " "~, -.:..-. --~ -·c-----"?. ~,'---1'.e,-,.,. :: ., .-,-.--.. -, • .,-,.•;; ,.. ;;,, .. .,. ,· . .'· ,, • •. ' • . .. ··!, •. , '""-. "'" c:., /.'/ "U_ ••• ···••••• l.tiL V 32 , ,..';),..V' --------r-,.. .,.,'O ,..'O"'-.-'F'•·~.•: •,;_ _:, :·:••·'·,''•r,,~.;,,__;,;.·•:...,,,l'·•._.ft."-.1,.·· .• ·•::. :•1~:,,._'J....,:•\.;•,•.,.•-.::_, ,',\..,.,,,,:·,,,•~:,f•··~••~ •. -,,,:•,.;·:••'·•••, ,./'i.,,,,,·.••~,. ·yet, __ .. :..::._-··-11:~:.::-.t.•ix.•LJo:~s'?ce:lr=~v .,."'"7f~ji ___ ----1 '. __ _2-4rEXI.ST.CURB_~_GUTTER,f1"' . ,, -·~--~J _-___ .. -. 9 9-..••• : .. '.···~····; J"\•_~_1· ···;· ·;. • ; ···: .. • ; ; •. L-~ •• , ~ ---:-::. : .. ;;;_ _;:--__ --. ..::=-·::?1 --· -::l" " --j.. __:.·: : • --.,.. • o/7 -Y, -6'. =:I... • • ,,, •• "]21) ;, • • .... . • • ,(21) <D ·; ... --! 0 . N37"36'37"[ -!l,_ N O -0 "1 <! 4 -<! -'N\4'59~;~' £. ' ~ • © IL=======-" --·--=~----.. -:::-------I , . :·::--· [i,,{ ·_L / / .,..mJ\c'c.=--._~:'....._._Ll_-f'.__-,----+-~15cc:._---:--+-.. , /-J / __ ,...,--,1;;,··_ .. -.-.. --"",::.~::::__::+---.--f----f-. --.-f,/---+1 s,,s·. . . , .. 51.29• ., -<! Ja·o2·:E -"1 4 •• :,~~-...... q • 0 ............ --,,;;~:.;,. ~ l ~',::,', ! l . . . '·.? .. /~:. .. , :-·-·~ --:----. 1 7 --/✓ •• ··-::,--:.;f·-_________ ,, ',' 2----· •• ·.~,------w--"R-62' ••••• ••• 2'/:-:-. ® ••• !. 59.10· .. !,,,, @ ", ·.:: ..• ~40u~z I -~ q o '-R=16' -I '_/ / ~-·,,.,, '-R=16'Sz '? ,. • ~ .. • ·::~ ...-.:~ ----~ ~§ i -: ~ /, -~ in II "' u. / c.., 21 R 62' @ \ Ooc \:-< : °S t°/f :;,_ w ;j: 1:5 ", 2 i'5 ,c. / SEE BO£ HENR' PARK :5 ~ .;J 6 u u \.R=S 2 ' a. "'0 ~ ,-~: U. = u / 0 -,/ () j ~ .=--------------'M ').:..( .,-i-.. -"-·· ;~-a.. N~ 0 ~ i;:::: x l/) -,---fill/)_ 7 ,·-r--~---'?; 1MP~91v. P~N FOR ~ I ~~~ w w ~~~ ~ m co O w ,_ \... \.., ~~ CONTRACTOR SHALL MAINTAIN 1 lANE OF 'TliROUGH ,:·:. I I i 1 ~ RAMP/ & CR, SSWALK ::, l/l O U _ O v, ~ + v, N !XJ ,-' _ -------CO U TRAFFIC IN EACH OIRECTION AT All. TIMES DURING •;f; \ :::J I ~ ._ • i -i f _§_ -- --~ m --f'./W-CD 00 u, -t!"'1il o + ·."' -~ o 'lliE COURSE OF CONSTRUCTION, I ' __;+.::,:.~,tt.,t--~f--1 ;.; "'"1"'1 -/ / x u ~ "' ,-.. e, vi .. t;; g: ~ l/l oo z CONTRACTOR SHALL SUBMIT 11WFIC CONTROL '1-• c;1 tii "' 0 u. i:J I iii )~w / •• / -;; ----.. ----_ --.. __ --w z8~--.... , r· ,..._ (11 -:-t--t u~"' g:: ~ ,;!; 6" N w PlANS FOR APPROVAL OF CflY lRAFFIC ENGINEER f 7 ~ • 0 1,_., w ~ [3,:!; o 0 '\ 1 [:j O "' rn vi N AT l£AST 5 WORKING DAYS PRIOR TO START OF WORK, I ,..J+I +------+f-----t-th~rt_j.'_ rcCJ'N:-:, w CD -·-_ _ _____ ........ ------··· OmN "-, "1 r L ,39 I I 40 ·z. " I )I ~ ~ () ✓-;_•' ·, I ' r ..... I I r ;-·, '1 r ") K' -, \) "'----___ ,/' ,· LIMITS OF REMOVAL "'----------------I ~ ~ 'i i NOTE, I....J.b=1,......:..:s~"":...._ __ ... "',j~--·-f .. ,--:.t:====:::.-e=--t-rt 1""t=· cJ:'--'..1,1 '-------:;(~ i I --~,,.. ~ ~-io' ~ Ii f.-./ I I f--·•{ I I \ f _J I\ t \ I ' __) ., / / / """'~"',."".,"'W'""m,::~,,.""""'.,,o:'!,ENTl,::,,,::n<:-:~=S,,=R:"I ~ ~ a ~ ~ !~f~ER ~~g:~~i;~R ----.~-!,.I __ ·__:~~,·--"-"'-•ii __ 2_9_' -t!-1~ ,1 I :t ... ~c~~~· \ <' .~ ((~~~i~~~r-~-~-------'--,-"• ___ ro ____ __:·L_:1.i..~----i--~;-:..-·:~:")_~~/ -r'~1-L..~?=-·~;~-l--'·_·/_ .. 1~/'~/~\~.--~~/ ~:~j~C~)-1~; ~2::::. ____ ,_-,--~l=~.:_.::....:.::r:::;·= .. =·::::::':-.: ... :.:.==i:......::....::::;L:-::-_:. -:;,·•·;" ·;,·:·;.-:;:·~-;·~· :::::__ ___ ~_✓_/;/_:::::. _________ __!::: ==0=1='=27=i=e=;=:=O.=N=·:~~ i ~ ~ I I 50' ~FINISH SURFACE CFAOR ISM· PRTOVEAMENTWPLA;'ON\6§ ST. L A N E s" ..._ • • ;.. '" ~ PUBLIC WORKS DEPARTMENT ;;E;ARED BY: -• • ------· • ~~'~:,;.';;o;s s,oNro "'"' mv 0' ~ ~ - 1 25, -=-~~-...-... ..... ,~. I---+---+--------------,---, NEWPORT BEACH fDR CONCEPT AND STREET WIDENING SEE IMPROVEMENT PLANS, TRACT 15012 • 1 J~~orEss,~".\,. UTILITIES DIVISION ~ -• k & A . t ADHERANCE To c,TY STANDARDS AND g PREPARED By HUNSAKER & ASSOCIATES . £..,<> ., WNc ( -,,\ HurLSa er ssoc1,a es REou1REMENTS. '"' c,TY 1s NOT u O " ,f ~~'t,\"' Ur, ~ l1 1--+--t-----------,-----r--1 RES?ONSIBI.E FOR DESIGN ASSWJ?TIONS (SHEETN0.30F31)STORM DRAIN NOTES DETAIL."B" {U"" ~~Ii Irvine, Inc. ANDAccuRAcv. DOVER DRIVE ~a ~ i;, R.C.E No. 49481 sl ~ Planning· Engineering· Surveying ll---_ -_ --t-~ -_ -_ -_ -+J-_ -_ -_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -:_-_ --i-~ -_ -_ -_ -i~I, ~~3/~ fll~;:;;:/~• /.~~~-~· /4:!?.:'?=-1---------------,--------1 ;'.? ~ ~~~:;: ~~:c;~~ :~i:~~L~R:E~Pct~ !~~-o~~6~~HOLE PER CNB STD. 310-:_·_T.S. l11tt~:•;':,:~~o/:+!I .A } ./// T~r/ Hughes,_ I';ine, CA 92718 (714} 583-1010 APP'D ;;tioGNNED: '"'"'oR~.~~~"' CITY OF NEWPORT BEACH ,~-l~tJIZ ~ ~ ~ SEE DETAIL 8 FOR TOP OF JUNCTION STRUCTURE -'\--,f,~...._~1/ ,;:;:,;~ f/:P:.';'y-R • DATE:I -~o -Cf-, V,f.J.,., ,':,~ / tf,,. ~. 1/ {1/1/i DATE BY DESCRIPTION CHECKED: DAT[: PUBLIC WORKS DEPARTMENT I-SH_E_E_T_2_0_F_IO--i (j;:.; @-CONSTRUCT CATCH BASIN TYPE 0L PER CNB STD. 306-L RC[ # ('6~ lxilAN vu NGUYEN ,1):/tE 49481 EXP. 9/30/00 REVISIONS 0.N. 01-17-97 ::,: Qi ~~------1---1-------t~ ~ 1/////////,V///////, ~ 25' N, SECTION F-F N.T.S. L:\ 15012\IMP\STREE1\D0VER\SHT02 N \ I ,, 0 ;:o 0 0< s: m en en ;ti -I -I 0 ):, ):, ;:o w "' < "' .i,. m + + "' 0 :;£ "' "' -u, t,J 0 -.,a,m -I ~ oz G) (jJ z C ::;: [D m JJ l 0 JJ ~ z (jJ z C $ [D m JJ 0 JJ ~ z (jJ z C ::;: [iJ m JJ J / 0 JJ ~ z 10' 1 5' 42' 13' -. ' • ·--• 90' • ME 'IAN TRANSITION' l J EDGE OF GUTTER, .---c 0 ,TC 'SECTION C-C N. T.S. m 0 BEARING/DELTA RADIUS 17"13'26" 1200.00 15°05' 1 O" 1050.00 3°34'24" 1158.00 19°01·1 r· 975.00 5°56'09" 550.00 LENGTH 360.73 276.47 72.22 325.36 56.98 o:i 0 TANGENT 181.74 139.04 36.12 164.21 28.52 -- F AROFILE' SCALES 1" = ,20' ~ORIZ:: :.iERT.:. 1~= 4' . . NOTE: \1? ~ ;:: U) 2" CAP IN CENTER FEATHER TO 1 /2" AT ALL EDGES. 0 FINISH SURFACE [5 50' t L:\ 15012\IMP\STREET\DOVER\SHT03 I I I I I' "Tl 0 ;:a 0 0< sm (I) (I) ;:a -I -I 0 )> )> ;:a W N < ex, _,,. m + + ex, 0 :z: :Ee --, "'m -I z oz G) I J / 1.JJ z C s;: OJ m ]J 0 ]J ~ z (j) z C ;::;:: tD m JJ 0 :0 ~ z (j) z C s;: tD m JJ 0 :0 ~ z 0 0 0 CURVE DATA TABLE BEARING/DELTA RADIUS LENGTH 6°03'56" 1000.00 105.87 1'52'24" 1000.00 32.69 90'30'00" 35.00 55.28 6°57'58" 948.00 115.26 176°14'40" 4.25 13.07 175'32'38" 8.10 24.82 21°17'48" 60.00 22.30 154°43' 13" 1.00 2.70 SECTION E-E N.T.S. 1 o· 2' 6 TANGENT 52.98 16.35 35.31 57.70 129.63 208.19 11.28 4.46 SLOP< MAP DAlE IDENTIFIER O,l,T[ or LATEST CHANG[ 10 lltS w..P 4" PCC S!D[WALK I BY:O.N. I 0-,.T( OF Tlil5 PLOT I 01721791 PUBLIC WORKS DEPARTMENT UTILITIES DIVISION u71iuTIE~!',,';~'J.cER - R.C.£ #\ 41;y,4 DATE 80 (R=-0.14%) 6 ~ f-- g§ ~ l,j < l:; >-f-- G I \'.: -~ ~ V) c5 I I '-' (0 <-;:;c- l,j " a:., :;;; o;, o~' ~~;; l.,.J ;, I:':"' V) "' DESIGNW: -.,. PREPARED BY: THIS PLAN IS SIGNED BY THE CITY OF is;~ 1---t----+---------------,--------i NEWPORT BEACH roR CONCEPT AND a • ADHERANCE TO CITV STANDARDS AND STREET WIDENING Hunsaker &: Associates eeoutREMENTs THE c1TY " NOT a u0• • f---t----t-----------------r---J RESPONSIBLE FOR DESIGN ASSUf.t?TIONS Irvine, Inc. AND ,ccuaAcY. DOVER DRIVE V) c:, Planning· Engineering ·Surveying 1--+--t----------------t---i /::?I /~ 1/2~/.:, 2 ~ Three Hughes, Irvine, CA 92718 (714} 583-1010 l--L-l--------------l---fo'~""~'~~""~,;~,:r~~,,,,,,~,!iii"'r,"'~nv,f"'ill:"'::::::.,r,::;;:~-;::;~-:;;:;-;;;.~;=;:;~;;-;::;;::-;::;-r--:::;---:-:=::-i I;:'. DESIGNED: DRAWN: CITY OF' NEWPORT BEACH t~-IS'O/2 "'a, 1/ ~~ ( {. DAT[ BY DESCRIPTION APP'D 0.N. V.V. "a. xt.i~NGUYEN 71/&,ig4e 1 EXP. 9'}1~/oJ i_:::.:.:.::..J...:::.:....L __ R_[.,:\l'.:,:/:,S::;/ 0,;,;,:N...:.:,:S:.:..:... ____ ....l~...::.,tc1'iH'.iF~7'cti£FrDF: -iDn;~TTr,i:E:__2_3_-9_7-j PUBLIC WORKS DEPARTMENT i-S-H-£-ET-4 _o_r-_1 o--11 ~ ~ L:\ 15012\IMP\STREET\D0VER\SHT04 ~ z :c 0 5 ./ \ I G) z C ~ Ill m JJ 0 JJ ~ z G) z C ~ m m JJ I -J 0 JJ ~ z ,, DOVER DRIVF -----------------------------------------------------------:.-===-.:-===-----===--::-===-.::-===-: ---::::) 2'-6" DIAM CONG COLUMN W/8-/17 VERTICAL & ,fJ SPIRAL TIES ,, 6" oc 1· " '" A '.'.: j I I ' I EXISTING__/ 66' RCP 4'-0" DIAM CONC FTG____/ 8-#8 VERT W//J SPIRAL TIES "' 6" ac ' ' ,, ' 350' ---------- TRAFFIC CONTROL NOTES PLACE PLASTIC TRAF~IC DELINEATOR MOUNT "ROAD CONSTRUCTION AHEA.0" C18 SIGN PER WAT.CH, 1996 EDlllmJ MOUNT "BIKE LA,~E CLOSED AHEAD" B 1 SIGI, PER WAT C H 1996 EDITIO:, MOUNT WORKER SYMBOL C22B SIGN PER WAT C H i 996 EDITIO:, MOUNT "WATCH FOR BICYCLISTS" B2 SIGN PER W /l. T,C H 1996 EDITION MOUNT "END BIKE LANE" B3 SIG,'! PER WAT C H , 1996 EDl,ION MOUNT "SIDEWALK CLOSED USE OTHER SIDE" SIGN R49M PER CALTRANS TRAFFIC MANUAi_ re r-------1/2" FILLER 8£TN£EN ', I 51D[WALK & FOUND.AT. ION I '• , II' ' ,. . . ·s . , . I ----, ' •. ! IS± . ~ : ' : : •" ' . . . ', . , ·, . : .. . , . ', ', . . , . ' ' , , ' ,' " I 4'-0" J f,-.--4 ~ --' DIAM 'c, ' "' NOTE: r·c = 3000 PSI GRAD[ 60 REBAR i I I ! 'c, ' Co r ' ' i o, ~I I I ' I l ,:;' le' +------------,-,,,-,,~~;'+jt\l I==== I 'B I --: ~ DOVER ORl\c 5£[ FTC D[TAIL H[R[ON ), I ! SECTION A-A LOCATION OF' TRAF'F'IC POLE AT INTERSECTION OF' OOV[R ORIV[ & WESTCUF'F DRIVE FOOTING DETAIL FOR TRAFFIC SIGNAL POLE N.T.S. 0 I : 1 L, I 00' 100 • • 1-.l_ ---- -------------- MAP DATE IDENTIFIER :v.rr or IA1f51 Cl".ANG!c TO T>,t<; ,.o,p I BY: O.N. I I D~IF or THIS Pl 0". 03z2oz97 I c:::: ::--:==--==~-==:...:--==::_::-::==-=--====-:--------------------------------------------- I ' ntw CB WESTCLIFF CASTAWAYS LANE P1J GR,\PIIIC SCALF: ( IN rP.[T llll'h --.:u ft DRIVE PROTECT EXISTING ARROW TRAFFIC CONSTRUCTION NOTES P2·--- ,P)f------ PA.:f,JT 4" lr•JSTALL DOUBLE SOLID YELLOW PER CALTRANS TRAFFIC 1/ANUAL (DETAIL 29) le' SOLID WrllE STRIPE (Tf-'ERl.<OPLASTIC) PER CALTRANS STD ,'-24E P.o\lllT 8" Sl'\GLE BROl<EN WHITE PER DETAIL 37B, CA.LTRM6 STS A-20C --- IISTALL WH-E R:C,HT TURI, ARROW (THERMOPLASTIC) PER DETAI~ TY"E II/ (R), CALTRAl•JS s-D .A-24A .. ·PC,',------ P7· li·JSTALL WHiiE LEFT TURfJ A~ROW (THERMOPLASTIC) PER DcTAIL TYPE IV (L), CALTRANS STD A-24A STOP BAR LEGEr,D & 12" SOUD WhlTE STRIPE (THE~MOPLAST!C) PER CALTRM-IS STD o\-24D •0 " SC:_:D w·-1::: PEP CALTR,\t,JS TRAFFIC MANUAL (DETAIL ]8l,) PIO~--P/1l'H 6" BROKEf.l WH·TE PER DCAIL 39,\ YELLOW S0"10 PER DETAiL 24 .. , --· P 1 J--------PAl'J~ ,1 -P 1 ::--· -PA'i,JT WH-:: STRAIGHT ARROW (Tl-1':RMO) PER DETAIL 39 PER DETAIL TYPE I ( 10) p I .1- , S 1:--INSTA_L STOP SIG" RI PER CALTRANS TRAFFIC lvANUAL i's~~'-----~-.. .,_ INSTALL .. NO U TURN" R34 SIGN PER CALTRANS TRAFIIC MANUAL (S3l---·~ -11,STALL R73-6 SIGN WITH eJO U TU?N PER CALTRANS TRAFFIC fAANUAL IS4·-·---INSTALL R7 SIGN PER CALTRANS TRAF'IC MANUAL ,.,.---~ 155,---1NSTALL R 18 SIGt✓ PER CALTRAl✓S TRAFFIC MANUAL 'SE•·--16TALL R26 SIGN PER CALTRANS TRAFFIC MANUAL W74-!'!STALL W74 SIGN PER CALTRANS TRAFFIC MANUAL vv AND A-24E ON 03-20-97 "'UBLIC WORKS O[PARTM[Nl SHEET 5 o.r 10 L \ 15012\IMP\STREET\DCVEF:\SHTG'.:', ' ~ • ~ • ~ > • z "' ~ C ll " z " ~ z :,: 0 ,. 0 ~ n 0 0 " " 0 ~ rn 0 • ~ m < z 15 C z < m :D 0 a ;; • • " • z _m n ~ ~ 0 " z " ~ ~ z :,: 0 5 m n □ □ " ,: □ rn □ a ~ 0 < z 15 C z < ~ • 0 ,t ~ z _m n • C ~ ~ z ~ '::.:· ,_ ;.r; _, ~. "' "' ·, ·- ~ z C $'. rn m JJ \ I ~ 0 .... Cl\ JJ ..... ~ ~ ::i;; r--z (j) II\ z ~ C $'. ':-\ rn "' m JJ ~ ,.,, ;:,s--....... -tl'\ ~ \ ' ~ .._ ~ "Tl 0 ;:o 0 0< sm en u, ;:o -i -i 0 )> )> 2! "'"'< "" .,. m + + :E 0:, 0 0:, 0, -u, w □ ...., °' m -i~ oz G) / 1-" ~ ....... N 0 JJ ~ z (j) z C $'. DJ m JJ 0 JJ ~-z No. 0 0 0 TYPE XXII PPB PPB PPB XXII 26-4-70 N POLE STANDARD HPSV HEIGHT SIG.M.A. LUM.M.A. LUMINAIRE I.S.N.S. 35' g• 12· 8' 250W 4' 4' 4' 35' 9" 12' 250W 30' 45' N 12' N 250W N Westcliff N 30' 15' N 12' N 250W N Dover Dr. N ALL EQUIPMENT SHALL BE EXISllNG EXCEPT WHERE NOTED: {N) -NEW VEHICLE PED MAT SV-1-T SP-1-T SV-1-T SP-2-T MAT.MAS SV-2-T SP-1-CS N N N N MAS-48 SV-2-T N N • PER CAL TRANS. SIGNAL SID. PLACEMENT DIMENSIONS & EQUIP. LOCATIONS SID. DWG. ES-3C •• LUMINAIRE ARM SHALL BE ROTA TED 90" COUNTERCLOCKWISE. GENERAL NOTES: SCHEDULE BIKE PUSH BTN PED PUSH BTN LOCA 110N PHASE QUAD PHASE QUAD A * B • EXISllNG 4 N 6 E EXISllNG 6 E EXISTING 6 E EXISllNG 6 E 3 s EXISTING 3 SN SEE 2.5' PLAN SEE 2.5' PLAN 2 1. ALL WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS PER CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS DA TED JULY 1992, AS SHOWN HEREON AND IN SPECIAL PROVISIONS PHASE-FUNCTION-SEQUENCE DIAGRAM 2. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION (AT CONTRACTOR'S EXPENSE). HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTIRUCTURE OWNERS. PHONE UNDERGROUND SERVICE ALERT AT (800) 422-413'1 48 HOURS PRIOR TO CONSTRUCTION. 3. OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATION PRIOR TO FINAL PLACEMENT. PERFORM PRELIMINARY STRIPING LAYOUT PRIOR TO LOOP DETECTOR LAYOUT. LOOP DETECTORS SHALL BE 6' X 6' OR CIRCULAR {6' IN DIAMETER) 111TH 10' SPACING BEmEEN ADJACENT LOOPS IN THE SAME LANE, EXCEPT AS NOTED. CENTER LOOPS IN THE TRAVELED PORTION OF THE LANE, AND EXTEND LIMIT LINE LOOPS 2' INTO CROSSWALK OR LIMIT LINE, EXCEPT AS NOTED. 4. ALL VIEHICLE INDICATIONS SHALL BE 12" GLASS LENSES. 5. PEDESTRIAN INDICATIONS SHALL BE TYPE "C". 6. REMOUNT EXISTING WARNING SIGNS AND GUIDE SIGNS. 7. ALL MATERIAL AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 8. POLE LOCATIONS SHOWN HEREIN ARE APPROXIMATE. PRECISE LOCATIONS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BY THE ENGINEER. 9. (XXXX) INDICATIES LOOP ASSIGNMENT IN THE CONTROLLER. EACH LOOP ASSIGNMENT SHALL HAVE A SEPARATE LEAD-IN CABLE TD THE CONTIROLLER. 10. ALL SIGNAL EQUIPMENT SHALL BE \\IRED IN ACCORDANCE 111TH THE SIGNAL PHASE DIAGRAM AND DETECTOR SCHEDULE. 11. ALL \\IRING SHALL BE MARKED (TAGGED) \\ITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. 12. CONDUIT SHALL BE 2'' UNLESS OTHERIIISE SPECIFIED. 13 PULL BOXES SHALL BE SIZE No. 5 UNLESS OTHERIIISE SPECIFIED. 14. ALL THREADED CONNECTIONS SHALL HAVE ANTI-SEIZE COMPOUND APPLIED. ------ • - 500· TD LIMIT LINE -- -- ~ ~ ;:; □ 230' TO J_ _j LIMIT LINE NOT USED ¢1 ¢5 -~--~-□~ ----------- - ' 1-a~ EXIST 1 ¼"C, SIC TO 16TH ST. AB ~----j ¢2 <.'.l-- --e,. 06 0 0 NEW 2"C, REROUTE SIC INSTALL #5 PULLBOXES AT 200' MAX. SPACING CONSTRUCTION NOTES: OVERLAP¢ :::/~ NOT USED NOT USED 08 OJ ~ ~ ~ CONTIROLLER, CABINET & TYPE 11 SERVICE COMPLETE. (CITY TO SALVAGE 820 CONTROLLER AND MISC. CABINET HARDWARE). FOUNDATION & ALL ADJACENT PULLBOXES. CONDUITS REMARKS / [I] FURNISH AND INSTALL AN IDC MULTISONICS 820A SYSTEM CONTROLLER ASSEMBLY COMPLETE 111TH INTEGRAL COORDINATION TIELEMETRY, TIME BASE COORDINATION, DETECTION AS SHOWN, BICYCLE TIMING CIRCUITRY, 2 MODEL 562 EMERGENCY 8J VIEHICLE PREEMPTION DISCRIMINATORS, MANUFACTURED BY 3M INC., TRAFFIC LOGGING SYSTEM, AND OTHER AUXILIARY EQUIPMENT IN A TYPE "p" CABINET (\\IRED FOR 8 PHASE). CONTROLLER ASSEMBLY TO BE TURNED ON BY MANUFACTURER'S REPRESENTATIVE. SEE SPECIAL PROVISIONS. FURNISH AND INSTALL A NEW MODIFIED TYPE II SERVICE 111TH 50 AMP BREAKER FOR SIGNAL, 30 AMP BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP BREAKER FOR ISNS AND 15 AMP BREAKER SPARE PER CITY OF NEWPORT BEACH STD. PLAN NO. 911-L ~ ~ ~ TYPE I STANDARD, ALL SIGNAL EQUIPMENT. FOUNDATION & ADJACENT PULLBOX. CONDUIT [s] IT] I I ~ ~ I I I 1 o· 32' I I I 'I' , '.:..: I , I I 13' TYPE I STANDARD, ALL SIGNAL EQUIPMENT. FOUNDATION, PULLBOX & CONDUIT. 32' 14' ~ TYPE XXII SID., ALL SIGNAL EQUIPMENT, LUMINAIRE ARM AND LUMINAIRE. FOUNDATION & ADJACENT PULLBOX. CONDUIT INSTALL M.A. SIGN AS SHOWN. SIGN MOUNTING PER CALTIRANS STD PLAN ES-6T, DETAIL "U". 1 O' t 13' 1-SIC I I I I -; I BC 0 EXIST SCE PB [}] INSTALL 2¼" CONDUIT & PULLROPE TO SCE SERVICE. COORDINATE 111TH JIM PALMA OF SCE AT (714) 895-0244 FOR RECONNECTION OF SERVICE. FURNISH AND INSTALL OPTICOM EMERGENCY VEHICLE 3M MODEL 522 DETIECTORS AND MODEL 138 DETECTOR CABLE FROM DETECTOR TO THE CONTROLLER. DETECTOR MOUNTING PER DETAIL ON THIS SHEET. ~ POLES @ AND (j) MUST BE INSTALLED AND OPERATING PRIOR TD REMOVAL OF CURBS ALONG EAST SIDE OF DOVER DRIVE. SEE "SCHEDULING OF WORK" IN SPECIAL PROVISIONS. El DETECTOR SCHEDULE UNIT No. CHANNEL No. DE11ECTOR 1 1 1-¢5 2 2-¢5 2 1 1-¢2 2 2-¢2 3 1 3-¢2 2 1-¢4 4 1 1-¢6 2 2-¢6 5 ~ DETECTOR LOOP LOCATIONS SHALL BE APPROVED BY' ENGINEER IN THE flELD PRIOR TO INSTALLATION. All. OElECTOR UNITS SHfil BE RAO< MOUNTED, DUAL CHANNa. DUAL OUlPUT PER CHANNEL WllH INTERGRAL CAll. HOI.D (0-7 SECS) AND CAll. DEi.A Y (0-31 SECS) CAPABILTY EACH YnlH CCLORGA1ED EXTENSION. DElECTORS SHAU. NOT EXTEND ON RED. DElECTORS SHAU. DEi.A Y ON RED IF SEl.£C1ED. All. DElEC"TORS SHAU. HAVE A SECONDARY PRESENCE OUlPUT \lllHOUT 11MING FOR SYS1EM SAMPLING PURPOSES. EVP DETECTOR MOUNTING DETAIL ---------------MODEL 5 22 OPTICAL DETECTOR I CONDUCTOR TABLE I 3 3 3 3 3 3 3 3 3 ¢3P 2 2 2 ¢6P 2 2 2 2 4 /114 ¢3PPB ¢6PPB 1 2 1 1 1 1 ¢4BPB 1 ¢6BPB 1 ISNS 2 4 PPB COM 1 1 1 1 2 SPARES 3 3 3 3 6 TOTAL 2 11 16 14 14 SIG. COM 2 1 1 1 1 #10 l-'=LU"'M"'IN'c'A"'l"'RE=+--+-=---t--cc-t--'c-t---=--+--c'2-+--+----, TOTAL 4 2 2 2 2 3 3 3 3 ¢2 3 3 1 1 1 2#12 .._~¢~5--+----11--+~'-+---t---+-~22"-f--+--t DLC 1-~¢6~--+--+-----1--t-~-+-~2'-+~-t---+---1 2 2 TOTAL 1 6 2 2 8 I EVP CABLE 1 2 ! INTE!lCONNECT I 1(Rl I 11 (R) I 2(R)! I CONDUIT SIZE l2"(E)I 3" I 3" h½"(Ej 3" 12-3"! ALL CONDUITS & CONDUCTORS SHALL BE NEW EXCEPT WHERE NOTED: {E) -EXISllNG; (R) -EXISTING TO BE REROUTED. NOTE -EXISllNG INTERCONNECT MAY BE REUSED, HOWEVER CONDUCTORS MUST BE CONTINUOUS BEmEEN 16TH ST. AND WESTCLIFF AND FROM IRVINE AVE. TO DOVER DR. SPECIAL BOLT~- DRILL & TAP 5/8" HOLE IN MAST ARM "' .. I ~ MAST ARM ~ STRAP /CLAMP Dover Drive 9 R26 ,~ R18 N r---• ' ' I •- ' ' .. ___ ~ ' ' I w PLANS DESIGNED BY: I ---------- / Jl.- Rl \ NOTE: 1/7,/10 DATE SEE SECTION A-A B POOT/NG DETAIL rOR TRArr/C SIGNAL POLE ON SHEET NO. 5. DETAIL "A" ALL LENSES SHALL BE 12" (NO SCALE) AJOVED l---+---+-------------1----1 l~~~&U~/_ DATE BY DESCRIPTION REVISIONS APP'D R.E. NO. 2Zo<{~ DATE Jo.1"-V"-''f 211 /997 DESIGNED BKL DRA\\N BSL CHECKED BKL DATE 11/4/96 [?""71 KA'l'l, OKITSU & ASSOCIATES ~ TRAFFIC AND HIGHWAY ENGINEERS 17852 E. SEVENTEENTH SlREET f/107 TUSTIN, CA 92780 (714) 573--0317 lRAFFlC SIGNAL M0DIFlCAll0N PLAN WESTCLIFF DRIVE & DOVER DRIVE CITY OF NEWPORT BEACH T-5704-S PUBLIC WORKS DEPARTMENT SHEET 6 OF 1 Q z. i5 ~ z m • 8 " 'D > ii • .m g 'n D " z ;; ~ z :,: D r D ~ n a 0 • :g ~ D " ~ • < , 0 C z < , m • □ a " " > < • z ,., n ~ C ~ D " ~ ~ -I,\ ~ l> I"- ~ ';-\ "' ~ .t,, v- Cr., ~ ,.....__ _/ ' \ ' ) G) z C ~ OJ m JJ 0 ]] ~ z G) z C ~ OJ m ]] - 0 ]] ~ z G) 7' ==--'-lg 7' 7' 7' 7' 14' 7' NEW 8" CURB I 7,3'± NEW 8" CURB I 7,9'± NEW 8" CURB 8.7'± 7' NEW 8" CURB 9.8'± 7' 18' 21.9' 2' STATION 30+00 N. T.S. 18' 22.3' STATION 30+50 N. T.S. 18' 22.7' STATION 31 +00 N.T.S. 18' 23.1' 2' (75.42) FS/GB (74.85) STATION 31 +50 N.T.S. 18' 23,6' STATION 32+00 N.T.S. w u cf. m 0:: :::, u X w (1.9%) - w u i;'.: m 0:: ::J u X w w u i;'.: m 0:: :::, u X w w u cf. m n: :::, u w u <( l,._ m 0:: :::, u 3: w z 0.1' - w u i;'.: m 0:: :::, u 3: w z 74.18 TC 8" CF 0,4'± - 74.56 TC 8" CF f-• ·-,..,-_, w u i;'.: m 0:: :::, u 3: w X w 1.2' z w ~ m "' :::, u X w 2.3'± 3.7'± 74.90 TC 8" CF w u i;'.: m 0:: :::, u ::;; w z w ~ m n: :::, u 3: w z 75.23TC 8" CF ~or ~]hJ,qtEt!lJfl~ I 06/04/96 BY:AJ I DATE OF" THIS PLOT I 01z11zs1 I 10' 5' I ·3' 2' 10' 5· 10' 5' I 3' 2' cc.' =1.; -~---···, . " ---- 10.8'± 5' 12,8'± 3' 18' 18' 18' 18' 78,38 TC 77.88 rs l 24' STATION 33+66.83 N. T.S. 24' STATION 34+00 N. T.S. 24' STATION 34+50 N. T.S. 23' STATION 35+00 /y.T.S. PUBLIC WORKS DEPARTMENT UTILITIES DIVISION DAT£ 13' 13' 13' 13,8'± 75,96 EP .. 76.19 EP .. 76.54 EP 76,77 EP . .. . • 76.43 TC 8" CF 76.66 TC 8" CF 77,01 TC 8" CF 77.24 TC B"CF 78.58 7808 (i:_ 5' 6,8' 18' (77,64) rs GB ~~-::::~b--irl:=c-4~~_]_77Z,.~85 ' _ _ --_ (l.19%) (335%) 20,5' 10' (77.39) FS GB 77.02 1' EP 14.0'± 2' 76.83 EP -_ . ·-= --:-.::::::·-.::::::··-_ ·---_ 2.24% -. _,. ·---• • 2 24% ' ·'.·:}_9~}:~;,T.?:};~~~:~• ~Jt.;!11'0]'.fI~-:.:7_~~'.~~~~;f~~:~~}if~:[~\\~t~~==~}fc[}~{:i;{:~:fl_l:fI]J:!I~::.~g;II)~:~~. ~=-'.~.-.3~-~· ¥.:.~~~-·~~~--~-~~~:~:~:~--~.~~~-.:-.c---!; EX. PAVING J" 18' 10' 10' EX. PAVING 10' (77.46) FS (77,38) FS (76.96) FS STATION 35+50 16,5' 10' (77.31) FS/GB N. T.S. 76.84 EP 1 ' STATION 36+00 N.T.S. 20,5' 10' (77.1 OJ FS/GB 76.69 1 • EP STATION 36+50 17' 10' (76.93 FS/GB N. T.S. 76.48 1 ' EP 2' STATION 37+00 (76,62) rs GB 13' N.T.S. 76 26 EP 2' STATION 37+50 NT.S. (77,03) TC 13.2'± 11,9'± 10,3'± 8.8'± 76,85 EP 76.65 EP 76.45 EP 76.21 EP DESIGNED: PREPARED BY: THIS PLAN IS SIGNED BY THE CITY Of 1----+--+----------------+----I NEWPORT BEACH FOR CONCEPT AND , ---+--+----------------+---I RESPONSIBLE FOR DESIGN ASSUf.lPTIONS 77.35 TC ELEV. 17.15 TC 6" CF 76.95 TC 6" CF 16.15 TC 6" CF 1':l 1"' y0 I ,'}\ ,f, "'o'< I C:, 76.51 TC 6" CF • Hunsaker & Associates ~~~:~~~~~1;~ c~ ~;~j~Rii1AN° STREET WIDENING Irvine, Inc. r AND ACCURACY, Planning• Engineering •Surveying ~~~~'~'z:=1-------=0~Q~V~£~R~--=O~R~/V:..:=£~----~ Three Hughes,' Irvine, CA 92718 (714) 583-1010 L_'.___J __ i_ ______________ j __ ij~~ Jl """' , --1UM;.~m~¥-,:::__ _ _J,'./f1'a.L___..:i~D::.A::.:TE:.1-:.BY:....i. __ -::-:::o~E=sc~R~,P~r=,o:.:.N ____ ---1:.:.AP_P:.:.'D-t 0 5ri[s,5g~%E~· D~: _tc0 iARin.~fN_, _1 c1TY oF NEWPORT BEACH ,!(-,so ,z 1-CHECKED: DATE: PUBLIC WORKS 0£:PARTMENT SHEET 7 OF 10 49481 EXP, 9/30/00 REVISIONS O.N, 07-10-97 K:\DT\ 42\ 150 72\IMP\ DOVER\DOV[S[C OWG I I . C E < • 0 ~ . " a " w ;; • • I ~ ~ a a • a m [~ • • • < 7 , C < e m , • :;'. a ,, w :, • • I I I I . " 0 m a ] " a m ~ • ~ s z . C ! C ~ ~ " a " " J > • '.I '{'. '\ ~ I i:' V, c Cl: & ::, I '-' "' :ec- 02: - L,J '• c:,:;; ~0-~ a~ 0 h 0:::: i5 ~ l-'J ~ L,J g " • ~ I{') ~ < ? V, "' " ~~ a c:, G a a l/] 0) ..., 1;:1.: "' 0) "' 0) '' a "' :,; co 2 1' " !" " ~ C 13 ',, ~ ~ ~ z I 0 ~ 0 " 0 " ~ 0 ~ 0 z " < " _m " )! ~ 0 " z ~ " < z rn "' ~ :,: 0 r 0 " 0 ~ 0 ~ r,, ~ ,.._ --..J --c:, .,, 0 ;a 0 0< sm C/l C/l ;a -i -i 0 )> l> ;a "' "' < °' .i> m + + :;E 0:, 0 0:, 00 -01 t,,) 0 ..., en m -i z oz G) UJ z C s co m JJ 0 :0 t z GJ z C $ co m JJ 0 JJ ~ z GJ z C $ [[J m :0 0 ]J ~ ;;:;: --- ---------- PHASE 1 -·--------------------· ·-·----- I \ ..... ____ ., ,, ~'-,_ /1/J ---------------------------------- DOVER DRIVE =--> c::: 29'--''--29' J " CASTAWAYS LANE WESTCLIFF I I L/ DRIVE I 11/ ~, , // 11 ~1 /// / I // I _/ / ,,. I .,. ,.. I ,,. ,,,,,, / / I I ___ ,.,._,.,./" / I I I I PHASE 1 s: 2::j 0 :r: z C) ► " I ► " " (/) rr, rr, z 0 m " 0 rr, z r '" ~ 0 "' C ::f " ~ i5 z -50'· ~ I"" -,o•-....:r SPACING C.C. SPACING C.C. a, ~ PROP. CURB & GUTTER " z n 0 L CJT Q z ~ "\ \ j C: g J I • ,, 0 ,-,-· -= -~ J • _j ' z '.-,,I --------·::.-::-/ / _j 1·:v--.!:-----'-_______ 350• ~ ~ .,,,,--" ----------------------------" -----" c ---,., • .. _ + , __ -_:_.---~ DOVE R_D RIVE-- -_--~~"=::====--= -_=_-, ---___ -_---,. .-.-__ -__ --.. ,_--_-___ -=~--=_=_-_-__ =-v-'.:::, ------·---• __:,--D-~ ~-E ~ • DR I vE" * -;i:---. ~ t --- C--------------------------------~=--=----=--: -·(,"),;;_-----,._ --------·------------:-----~ -,.,,,,---+-------:~-~--~. :,._ niil ( ,. _.,.-•-"' ••--•-•--••---•---;-• ---:::::..,~•-• •••••• -••-•w~,---• -•-•--~ -•~ ,,_, __ ,-";'.I! • • ·-"'" -~-6 -· -~-----__ .. -·---· --· --·--; -• -• -• ___ ._. / i;• "'""· • BIKE LANE _.__ • --~~-=--:~·::-~-_ :_ ----=--~-:::____ -------·----------~~:·-~RB~:~--~ ---------·-~-S;Acfi ~c.' -·--------·---PROP.-CU._RB ~-~U~ER --... __ -. --· _...,sP_A_cilJb"~c ~ END CONSTRUCT,,IO,~•,• u ~ \ ---____________ --50• ------ -__ .. _____ - -·----.... ---I m \ ,.,,..-----1----cSP:C:-I-Cll<G c.C. ----·---,., --.... --· ----------,.-\ . --- . -,... --. -·-'-."·.,__ 2D"<. ____ \ . .e ----------------.,. --·---· L () :· p i -TRAFFTC CONTR~.'-...1\IQTES -· ---------,-· -------· ,,. ----------~ ----· l 0----PLACE PLASTIC TRAFFIC DELINEATOR ~ --~ --~ WEST CL/FF ®-=--MOUNT "ROAD CONSTRUCTION AHEAD" C18 SIGN PER W.A.T,C.H .. 1996 EDITION Z ;I/ ~ I D RI/VE 0----MOUNT "BIKE LANE CLOSED AHEAD" B1 SIGN PER W.A.T.C,H. 1996 EDITION ----------l C) 0-::----PLACE FLASHING ARROW BOARD -----m I /c\ __ _ _ ---------I / / &-" PLACE BARRICADE (TYPE II) ----_ -• _____ .. , -m , 2 / I ©-:--MOUNT woRKER SYMBOL c22B s1GN PER W.A.T.c.H. 1995 ED1T10N • -Cf) //; /1 g_f I 0-MOUNT "LEFT LANE CLOSED AHEAD" C20 SIGN PER W.A.T.C.H. 1996 EDITION ~ , ,/ ,,/,/, /, I I I ©-:--PLACE "LANE CLOSED" SIGN C30 PER W.A.T.C.H. 1996 EDITION ---l (D ©-PLACE HIGH LEVEL WARNING DEVICE PER W.AT.C.H. 1996 EDITION P ____________ .,,,,,,.,/·· :·· /'\,,,/'/,i.,•. / // • I ! I @-:---MOUNT "END CONSTRUCTION" SIGN C13 PER W.A.T.C,H. 1996 EDITION 0 • / @-MOUNT "WATCH FOR BICYCLISTS" B2 SIGN PER W.A.T.C.H. 1996 EDITION 11 ::f l W-MOUNT "END BIKE LANE" B3 SIGN PER W,A.T,C.H,, 1996 EDITION 12 _,oo· __ _ -___ . _. --\ / --, j @---MOUNT "SIDEWALK CLOSED USE OTHER SIDE" SIGN m I m ----- DOVER DRIVE -=-• ...... -;;;;,~~%~~~:r--· ---C // ----J • I/ '----''•--.""" ,rn,w ::·(,:)_ ____ ----------- V,,;;/,,;;/,,;;;:;;???((f:;; _ ~ m0 m m-m -: ~ ~:Q_-~ ~ -• • • 0 0 -..._,--.. '.2 -I -------· ~\:.:==i==-c~~--~~--~ m (f) _._ s:: ~ --· -· ~ --· ------~ -00·-MIN.-~ ~~c)ic~~-Cl ,--"""r£" ---~I-: · • 6 _)-·-· --~1-~' -s~~G) ~---· _-· _____ "_•-,-~ ► :· • ---• -® ~ (01YP ~ 0 lYP. _______ ,..,.,) "' 'ii ~ l----150' l ~ ---------1 lYP, WJ-------------------------·--___ , _______ ,,,-.. ,\ ~ u~ \\~ < -----------------------------______ ,. -----,..-,. .. , ----------------------I :lJ , ~ .. ___ ---------------_______ _ ,., ---------... .. .......... --·--~ ------------< 2 --------~-;:::;,-::. ------------- - -l ,.,.,--...,__,, \,50• • -------_-___ -----------------·-----· -·----· ------'\ __ f ___ --\ \ m ) \ \ ------------:__ --- ) ' "'---------------- ___ // ,--------------- ----------------__,, _.. .. -------------- 0 PHASE 2 ~------- ---------~ ------- I 0 ~-cf) CON1RACTOR SH.'U WJNTAIN 1 LANE OF lHROUGH 1RAFFIC IN &.CH DIRECTION AT AIL TIMES DURING lHE COURSE OF CONSTRUCTION, MAP DATE GRAPHIC SCALE IDENTIFIER ~------ --:-:::::~ -------- 7 350' --=---~-~:J ~ ~ _3':JV ~_,.. ...-.._ ,.. .. ---::::--y \::..:·:.} .. J!i!--------, -~ Eo 2_ fl'\ TRAFFIC CONTROL FOR PAVEMENT GRIND AND OVERLAY WORK SHALL BE SUBMITTED BY CONTRACTOR FOR CITY TRAFFIC ENGINEER APPROVAL AT LEAST 5 WORKING DAYS PRIOR TO START OF WORK, PUBLIC WORKS -DEPARTMENT UTILITIES DIVISION PHASE 2 WORK HOURS: 8:00 AM -3:30 PM I I DATE OF LATEST CHANGE TO THIS MAP BY: V.V. DATE OF THIS PLOT o,z17z97 O 20 <10 80 160 I ~------~I _1--._1 ___ 1 I ( IN FEET ) 1 inch = 40 ft. .. ---\ ., ...... -, ........ --,,. ...... ----------- TRACT 15012 TRAFFIC CONTROL PLAN DOVER DRIVE STREET WIDENING -,$__ _ ____ .... C -----..... ...... ------- 9/30/00 L:\ 1 501 2\ I MP\ STREET\ DOVER\ SHTOB iS " 1r5 f--:s i CJ < ::s >-f-., G \;: ~ ;':: l/) 0 "' if % l'.l <o < -;;;,- l,j .. c:, ::,; §: Q Q ' I C .\ 0 . '" 1 1. I ' ~ a -~ i~ ' .\ ·, -~ '" ;; ., g " -'! -~ " .. 'I 'I I I I I-0::: • ' CJ " lJ.J :i "' ' i-; I.() :~ 1./) l('J :: ';;j-·~ ~~ a I c:, (j a c:, >< CJ) ,.., -I~ "' C, .,. CJ) ci :i ' ,. ci'i ' < " m " 0 .. " > a 0 2:l 0 0 g 0 ' z C < ~ " 0 " > " " m 0 " 0 -" • ' 7 C < • m " 0 " " > " " m 0 " 0 m " ~ z - ~ ~ z "' 0 ~ ~ 0 ~ 2 " ~ • 2 I 0 r 0 n 0 ~ 0 ~ 0 2 ~ z rn 0 > C ' 0 " ~ > ~ ~ z I a r 0 " 0 n ~ D ~ D z ~ ~ z "' 0 " cl n 2 " ~ • 2 I 0 r 0 0 0 ~ 0 ~ n z C ~ CD m :0 □ II ~ z G) z C $ [lJ m :0 -C() I .., CJ ;:a O □ 0 <II s m P. cncn::C~ -l--iO_ l> l> 22 Z "' t,.) < GJ "'.,. m + + z "' o ::§: C 0:, 0:, - '-""'0$ --,mmm --i ~ m 0 z II G) / / □ II ~ z ~ ... - I I I I / j ' I , /7 1/i-t ;J; • /. I -r ,. ·"· I\ '•·' .. vi 0-r:1. t I \ I \ • i I I I + ----------------- .. --., ''••-•~---¥ ' •• H "' •' •• 1 a" C ---~ -&'-W DOVER DRIVE --1,--4 -.... -==-----__,Cr _______ s __ 31 -... --... ,_ -----. ~ . , .. -± ------.... --.. -"c~r · ~-·1 I - - -/::::-"'-:;. I . . . □ ~ r, • r o ~ , i ,:(( '~ i-i -1-r -1 : , j ) '' \.~/ 9' -----tiiif-,L--.. - I ' ·----- 32 CASTAWAYS ®---REMOVE AND SALVAGE POLE, BALLAST & FIXTURE. DELIVER TO CITY UTILITIES YARD. CALL FOR STREET LIGHT CONSTRUCTION NOTES @---FURNISH AND INSTALL PULLBOX AND LIGHTING STANDARD TYPE II PER CNB STD-201-L WITH 8' ARM AND 35' MOUNTNG HEIGHT. LUMINAIRE SHALL BE GE 150W-55V HPS, 240V TYPE Ill MEDIUM DISTRIBUTION, CUT-OFF W/ PE CELL. USE GALVANIZED ANCHOR BOLTS 24 HOUR NOTICE: (714) 644-3011 HERB WOLLERMAN. REMOVE FOUNDATION, FILL AND COMPACT @-RE-USE, RE-CONFIGURE EXISTING DOUBLE-ARM STANDARD: REMOVE AND SALVAGE FIXTURES AND BALLASTS. DELIVER TO CITY AS PER NOTE (38) ABOVE REMOVE GROUT, CORE DRILL FOUNDATION, INSTALL 1" PVC TO PULLBOX. REPAIR FOUNDATION, INSTALL (2) 150W HPS FIXTURES AS PER NOTE (31) ABOVE. INSTALL (4) #10 STRANDED @--FURNISH AND INSTALL 1-1/4" PVC CONDUIT W/ (2) #8 STRANDED COPPER THWN INSULATED CONDUCTORS AND ( 1) #8 BARE, SOLID COPPER GROUND. PHASE INSULATION SEPERATELY THWN (PHASES INSULATION COLOR-CODED), (2) # 12 SOLID COPPER GROUNDS TO FIXTURES (2) HEX-AA 2-POLE FUSE HOLDERS COLOR CODED. ®--FURNISH AND REPLACE/INSTALL #3-1/2 PULLBOX PER CNB STD-205-L ~ PROTECT IN PLACE EXISTING STREET LIGHT, CONDUIT AND PULLBOX UNTIL CIRCUIT IS CONFIGURED @--FURNISH AND REPLACE/INSTALL #SF PULLBOX PER CNB STD-205-L - t---------··· ---·--- • REPLACE GROUT. -'.(5-OR\VE EXIST. MEDIAN ISLAND o o VER ----- _j co N _l 1R .. lO "' + lO N 7 33 • ', ' . . EXIST. MEDIAN ISLAND -·•-·-·---------- 24"W-- 32 -d-- </ .. • . " b -R/W- 4 (.) w 31 • .. .. , ·N • ........................ __ _ 28 Q </ </ c1 <l LI 4 ,· ... . . ., • l / / / ,,. / / DESIGNED: @---FURNISH AND INSTALL 1-1 / 4" PVC CONDUIT W/ (2) #8 5 KV SERIES CONDUCTORS AND (1) #B BARE, SOLID COPPER GROUND. SPLICE AS PER CNB STD-205-L / @--WHEN SERIES CIRCUIT RE-CONFIGURE IS COMPLETED, REMOVE ALL ABANDONED CONDUITS FROM PULLBOX INTERIORS ·-, .. ' 40 I i -----............. -I I I-.. _,, .. , ___ ... _ ---... _ -----------·-· EX. AC SIDEWALK 31 ------ . . . . • • • • . . . co N .-.. 0 ~ -··----- 3 32 .. . . .. • • -----.. --... _ ... ----· -(c I ------0 -:r~ -'t---__ -__ -__ -___ -__ ::-::_:::-_ ---.I--= --"="....➔, -----::_::::;:_,,..:,,-... ~--=--=-::~~~--::: ...... ::=::;, ----·----- ---:::::_ ---•·•••·-... ---------#---, -- ---· .... -z-4"-W I I I m - - ! • ... , • . . . . . . • R/W LOT p TR. 15012 ·--- .. ... ,_, - (EXIST. IN PLA 33 . . N -•·••-· . . ' .•.. I- I I ------\· I I \ f--~--~. I \ / .. -------1· -·-,I"··--.. \ /~ ' <} 4 . . . / /) T L .. \../ f - (.. 33 • • c..i w ◊ ~or ~Jhlq.EtllJ~~ I BY: O .. N. D,i,rE or THIS PLOT I 01z11ze1 I I I i _I. m • -0 w1 ii ~ 5 • z m :,: 0 5 \ /// .,,,,.,.. \,~~#~ ~• -• • ... H '"--~ r--,---------,----------------,------...... ------'-------------"T'"---,,--..---------------,-..... •=r",-,',.,....-;...... ____ .__-......--"':..J.-.---"'-------------------ll 6:: lf) :; a lf) i PUBLIC WORKS DEPARTMENT PREPARED BY: ~~{';~;,;D;s s,cNrn a, 1HE cm o, C>: ~ • UT/ T/ES DIV s ON 1---+----J---------------t----l NEWPORT BEACH FOR CONCEPT AND l.,J "1- 1 LI, I I • Hunsaker &: Assoc,;ates ,oHERANCE ro cm srANOARDs ANO STREET LIGHT PLAN :,, t, REQUIREMENTS THE CITY IS NOT O (_j 1---f----j---------------f----j RESPONSIBLE FOR DESIGN ASSUMPTIONS Q 0 Irvine, Inc. AND Accu,,c,. ei Planning·Engineering·Surveying DOVER DR/VE ~ Three Hughes, Irvine, CA 92718 (714) 583-fOIO l--L-l--------------L--Mi~~~~~,p:==..f-::=:-:--::-=--:-'.=".".':::-:'=:-==-:-=-:-"'."T------...j -0 I~ DATE BY DESCRIPTION APP'D O.N. v.v. CITY OF NEWPORT BEACH 11<.-/~t)/2, ;;' ~ l---..1....-..1...------------....l..--l;c"i'.H#E'1'c7<KEi"io'i-':---t;,D;;;,AcT>fC:---, PUBLIC WORKS DEPARTMENT SHEET 9 OF 10 REVISIONS O.N. 01-10-97 EXP. 9,/30/00 DATE L:\ 15012\IMP\STREEl\DOVER\SHT09 L C s;: OJ m JJ 0 JJ ~ z GJ z C s;: OJ m JJ 0 JJ ~ z GJ 7 40 ·-··---·-~- ' • . . . . • • ' ..... ' • t,fAP or ~JEJqEJfi!~~ I BY: O.N. I DO.TE a;-THIS PLOT I 01z11zs1 I I I ---2a·--J I I I I I I I I I I I i I I I I I I I I I I ' I I .• • zl ... '1l -2 .. -PVC CONDUIT TO PULLBOX I I I I I I I I I I ' DR/VE ' I I I I I I I I / I I VJ Iii jW I VJ I>< lw I . I i I I I ' "' 1-' AK-" I I I 35 45 #3-1 /2 P.B. 33 40 5 CURB & GUTTER -- 0 u ' . ··---$1'.· __ -r,.5.--__ J.AAleiALIDN..-.•. --• LTG. " POWl:P. . --t·~ ... - \ .. ) POW€fi. () STREET LIGHT CONSTRUCTION NOTES ®-FURNISH AND INSTALL PULLBOX AND LIGHTING STANDARD TYPE ill PER CNB STD-201-L WITH 8' ARM AND 35' MOUNTNG HEIGHT. LUMINAIRE SHALL BE GE 150W-55V HPS, 240V TYPE Ill MEDIUM DISTRIBUTION, CUT-OFF W/ PE CELL. USE GALVANIZED ANCHOR BOLTS ®----FURNISH AND INSTALL 1-1 /4" PVC CONDUIT W/ (2) #8 STRANDED COPPER THWN INSULATED CONDUCTORS AND ( 1) #8 BARE, SOLID COPPER GROUND. PHASE INSULATION SEPERATELY COLOR ®--FURNISH AND REPLACE/INSTALL #3-1 /2 PULLBOX PER CNB STD-205-L ®--PROTECT IN PLACE EXISTING STREET LIGHT, CONDUIT AND PULLBOX UNTIL CIRCUIT IS CONFIGURED @----FURNISH AND REPLACE/INSTALL #SF PULLBOX PER CNB STD-205-L &-FURNISH AND INSTALL MYERS ST. STEEL SERVICE CABINET PER CNB STD-206-L ©-EDISON SERVICE PER SCE REQUIREMENTS. CO-ORDINATE INSTALLATION W/ SCE PLANNER @---FURNISH AND INSTALL 1-1/4" PVC CONDUIT W/ (2) #B 5 KV SERIES CONDUCTORS AND ( 1) #8 BARE, SOLID COPPER GROUND. SPLICE AS PER CNB STD-205-L @-----REMOVE GROUT, CORE DRILL FOUNDATION, INSTALL 1" PVC TO PULLBOX. REPAIR FOUNDATION, REPLACE GROUT. SPLICE EXISTING 5 KV BALLAST TO NEW CIRCUIT AND EXISTING SECONDARIES. SPLICE AS PER CNB STD-205-L @--------RE-CONFIGURE SERIES DOUBLE RUN TO SINGLE. TAPE OFF AND PROTECT IN PLACE ABANDONED CONDUCTOR @---FURNISH AND INSTALL 1-1/4" PVC CONDUIT W/ (1) #8 5KV SERIES CONDUCTOR AND (1) #B BARE, SOLID COPPER GROUND. SPLICE AS PER CNB STD-205-L CODED. ~ PROTECT IN PLACE • @---WHEN SERIES CIRCUIT RE-CONFIGURE IS COMPLETED, REMOVE ALL ABANDONED CONDUITS FROM PULLBOX INTERIORS 12" SECTION A-A NOTTO~ <( ;,- N I ro STA. 37+60.33 4-PT. @_ 1~_ - .• -a • 0 45 41 35 - - - . .• • .• 40 40 40 N36°32'49" E _ STA. 38+88.57 41 NOTE: TAPE OFF & TER~6f TE@ 35 i "•, CONDUCTORS IN _j__c-- :t..=~ : :::::-.. :: ""(EXIST. SERIES) \ \ .. PLACE .• ' I I I I I z I I u, I '-1, I N I I ~ \ I , I I :a: I I I ~--+---~E.~C~.R-. \ )\ ~ rn .f.J)- -\ 0 ' Tl Tl 0 :::0 < I I I I \ I \..,-1- , I rn I EX. SIDEWALK¼ 27' _ __.,....--27'--\ \ TI - PUBLIC WORKS DEPARTMENT UTILITIES DIVISION DE:Sl(;Nf:D; THIS PLAN IS SIGNED BY THE CITY or l----+----+---------------1---tNEWPORT BEACH FOR CONCEPT AND • Hunsaker & Associates ~t~:;t,~i~,1°ci/,~'J~j;'~g,ANc PREPARED BY: STREET LIGHT PLAN 1-z.o • .,-, DATE l-----'~-+----+---------------1---1 RESPONSIBLE FOR DESIGN ASSUMPTIONS Irvine, Inc. • . 30 _,, ,.,, A AND Accu,Ac,. r --, ,-,.L. d.::,. ADD£!) IF'.fl.lGiAT/01'/ CONDUITS FLM. QQ11£R OR/11£ Planning· Engineering· Surveying ~~~✓-~;-,~~=1-----=-~V-= '~_::~~V-= • _____ ..] Three Hug hes, Irvine, CA 92 7 t 8 (714) 583-t O t O i,9::!_-l!:b·2'1t.'.M'.'.:.:._L:_-(_f/J\~J d.'.A:.'.C:..'.T_'.'.U~,\:._L__:_L:.'.:O:,':CA'.:_-r'._'.1.'.'._0 N'.:'.._:O:f":...'.:c'.'._'.ON:'.:. D:'.:ll'.'.._t'._'."2'.S...j._'.~'.:_-fll~--ro1~ #-" 1-O[SIGN[D: DRAWN: 1_....,.t'l.&121.~~~c,d.o!!<:!....-=::........_l/.'£/ U.!.~. i-:::DA:,:c.::.E.L"::B.:..Y _j_ __ _:::D.::_ES::.:;C::_:R:.:_IP:..:_TIO:::N:_ ___ _.1.:.::AP:.:_P_:'D:t;,,;:ii'o~.~N.n:----in:rivi:. v;_. _. --I CITY OF NEWPORT BEACH t le· IS" (JI z 6 RE"ISIONS CH[CK[D: DATE: PUBLIC WORKS DEPARTMENT SHE[T 10 OF 10 E 49481 EXP. 9/30/0 v, O,N. 01-10-97 VU NGUYEN L:\ 15012\IMP\STREET\DOVER\SHT10 m " 0 a " > " I I , n M □ s " □ M J n C " < z C ;: □ ' m " , □ ' " " ~ a m □ 5 m a • < z C ;: • ~ C " "' ~ 2i ~ f--a: C) ~ L.u < Le C) ).. f-- G \;'.! ~ ;:: Vi 0 ·a: L.u Q Q :, I I <.'.> <o '2:---< ·~ " L.u ::;;·· e ~ c:, ' n ,'::-C) _, □ m C) 1 " • kl Cl:: ; < "' . z -lf) ! ~ a: ll) , • c:, ... ' "' I ~"-!-/ ::s C) •. ag a 0) ,,., -I ~ "J 0) ... 0) .. c:i i .. 's' la 'jj < z !" n " 21 "" z s .,, \; z I 0 r 0 n 0 '1l 0 ~ 0 " il z .m r. • C ' § z s .,, ~ a r 0 n □ "' .,, 0 ~ a z ~ z !" n ~ ' □ " z s .,, ,; z I 0 5 n 0 'i! C ~ '5 z "-C s:: [D m Il 0 Il ~ z G) z C $ (I] m Il l4 ;s--....._ - • - "Tl 0 ;a O O 0 < :0 sm (/) (/) ;a );,~ ~ i; ~ -_z WN<G) ex, ..,. m t. t, ~ z ex, °' -C i.,,wOS:: -..immrn -I z oz m G) JJ ) 0 ::r:J ~ z G) .,,. CASTAWAYS Bluff Top Trail Restoration Prepared For: Taylor Woodrow Homes Tho CeUft;mhl Pl•nn,ng Urban 0Mtgn Land~cap• Arcnitcc•u•• Habrlal Resrorollen 12'J l\van,da Vrc1or1a Su,la 8 S•n Clemente c.o. 9:.672 {71"] ~-. [619) 726-1!138 Fax. {71"1 .J66-S625 ABBREVIATIONS A.B. Anchor Bolt Int. A.C. Asphaltic Concrete J.Box Adj, Adjacent Jts. Alt. Alternate L.A. Arch. Architect {Architectural) Lie. Auto. Automatic L.P. Bldg. Building Max. Blk. Black M.B. B.M. Bench Mark Mech. B.S. Bottom of Steps Med. C.B. Catch Basin Min. C.F. Cubic Foot M.H. C.I. Cast Jron Multi. C.J. Cold Joint Nat. . C.L. Center Line N.I.C. Cir. Clt-arance N,T .S. c.o. Clean Out o.c. Comp. Compacted O.D. Cone. Concrete P.A. Cond. Condition Perf. Cont. Continuous P.O.C. Ctr. Center P.S.I. Ctr. Sink Counta Sink P.T. Cu. Cubic P.V.C. D.D. Deck Drain R. or Rad. D.F. Douglas Fir R.C.P. D.G. Decomposed Granite Rebar Dia. Diameter Rein. Dim. Dimension Req'd Dtl. Detail Ret. Ea. Each Rgh. E.J. Expansion Joint Rwd. Elec. Electrical Sch. Elev. Elevation S.F. Eng. Engineer S.F. Esp. Espalier Sht. Eq. Equal Sht. Mtl. E.W. Each Way Sim. Ex. Existing S.L. Exp. Exposed Specs. F .F .E. Finish Floor Elevation Sq. F.G. Finish Grade St!. F.H. Fire Hydrant T.A.D. Fin. Finish T. and B. F.L. Flow Line T.B. F.S. Finish Surface T.C. Ft. Foot Tex. Ftg. Footing T.G. Ftn. F oun1;J'ih T.G.D. Ga. Gauge Thk. Calv. Galvanized T.P. G.C. G roun0 Cover T.P.C. G.I. Galvanized Iron T .S. H.B. Hose Bibb T.W .• Hdr. Header Twl. Hdr.Bd. Headerboard Typ. Horiz. Horizontal Vert. H.P. High Point W/ Hgt. Height W/0 1.D. Inside Diameter w.s. Inv. lnv,~rt W.W.M. GENERAL NOTES 1. Alf wor1< shsH conform to City of Newport Beech stsndarm and these plans. In ease of confliet, these plans shat/ preva,1. 2. Notes an, directed to the work of the contractor unless otheJWise noted on the plans. 3. 5. 6 7. 8. •- Work not intended to be under r:onlrador':s contract: A B. C. N.J.C. -Not in contrad By othe~. Existing Contractor shalJ verify with Lsnd:scaptJ Arcllitsct prior to the sts,t of worlc, that plans are current and approved These pf ans are based on improvement plans by Hunsacker and Associates Irvine, Inc. CJviJ Information contained within these plans are for reference only. The contrador shall obtain arr necessary sndlor required permits and pay sJI related fees end/or taxes required to install the work on these plans. Contrador shaH submit a schedule of work, to be approved by the owner and LBnmespe Arr;hltect, prior lo beginning the project. The work sha" be In sccordant:tt wWh said schedule. The eonlractor shall be responsibfe for coordinetiflg his WOik with other trades. Contraetor shaf/ notify the owner end Landsespe Architect in writing of any discrepancies in existing eonditions or within the plans MQ£ to beginning the work. 10. 11. 12 13. 14 16 17. It is the responsibi/Jf'/ of the contractor to familimi2e himseff with all grsdo cltferences, 1'~-estion ofwsfls and above end be!owgroond utilities. The eontractor shall repair or replsee a/1 items damaged by his wor#r. The contractor shsff notify the Landscape Architect e!fg[ to beginning wor#r and shall be responsible for coordinating with the general confl3ctor, Landscape Archited and Qty or Co/Jllly. All material MISH be new unless otherwise spedfled. The contract.or she Tl, immediately uporrbeing awarded the contract, make any arrangements necessary to .imur& that ell materials and supp(JtJs will be avsilabls when needed for this project. Additions and/or decisions of materiel and/or labor shall be made at unit prices established with the wntractor 2igr to beginning the work. Determination of •equar substitutions shall be made only by the cwner ancVcr Landscape Atchiteet. The Landscape Archrtect shsU be notified no Jess tfum 48 hoim: In ad,/anco of sny inspections or meetings. Contractor :.hsfl be backc:hsrged for Lsndscepe Archited's time when Jnspectiolls are called for and d ~ found that the work Is not significantly reedy upon Inspection or the appoinlment ls net kept. 18. IP. 20 lnspedion:. and meetings shall include: A. B. C. D. E. F. G. Pre-Construction meeting SoO amending and~ Con.struction Irrigation co..v,age and pressutU test Plant material :ss/tJdion and .spotting P,e.maint~nanee Post-maintenance (final) Refer abo to specifK:Stions. Contractor shall be backcharged for landscape architect time when inspections are cs for slid ff ha found that the wtvk is not significanlfy ready upon inspecl:on or the sppointm, is not kept. Contreetor shsfl verify existence, 11/ze and location of all water meter; and notify landscape srehiteet of anY diserepsncies prior to Initiating any phase of inigaticn installation. OWNER/CONSULTANT INDEX TO DRAWINGS Integral Junction Box Joints Landscape Architect Licensed Low Point Maximum Machine Bolt Mechanical Medium Minimum Manhole Multi-branched Natural Not In Contract Not To Scale· On Center Outside Diameter Planting Area Perforated Point of Connection Pounds Per Square Inch Pressure Treated Poly Vinyl Chloride Radius Reinforced Concrete Pipe ·'Reinforcing Bar Reinforcing Required Retardant Rough Redwood Schedule Sheet Flow Square r'oot Sheet Sheet Metal Similar Scoreline Specifications Square Steel Top of Area Drain Top and Bottom Top of Berm Top of Curb Textured Top of Grate Top of Grate Drain Thick Top of Paving Top of Paving Coping To,' of Steps Top of Wall Trowel Typical Vertical With Without Water Surface Welded Wire Mesh OWNER Taylar Woodrow Hames Cali/om/a 24451 Ridge Route Drive Laguna Hiffs, CA 92653 (714) 581-2626 (714) 581-2727 • fax CIVIL ENGINEER Hunsaker & Associates Three Hughes Irvine, CA 92718 (714) 583-1010 (714) 583-0759 -fax ll11IUCTIIIIAL ENGIIEEII APPROVALS Director of Public Kbrks R.C.E. 16791 Utilities Manager R.C.E. 2= Utilities rng,neer REVISIONS i . DATE AhQIIE'-~ Scheurer An::hitects 20250 Acacia Caurl, Ste. 250 Newporl Beach, CA 92660 (714) 752-4009 IIIIIIOATION COIIIIU' TANT James R. Seff 17891 Sky Park Circle Suite B Irvine, CA 92714 (714) 660-9133 (714) 660-9133 -fax LDB Incorporated 3151 Airway Avenue, Ste. F108 Costa Mesa. CA· 92626 (714) 432-1327 (714) 432-8736 -fax 3/4/96 Bid Addendul"(I 1, Sheets 2, 3, 4. 7. ill 4/25/96 City Plan Check Corrections In 8/2/96 City Plan Check Corrections &, Date Date Date Sheet No. Sheet TIiie 1. Tille Sheer 2. Construction Plan 3. Construction Plan 4. Construction Plan 5. Construction Specifications 6. Construction Specifications 7. Irrigation Plan B. Irrigation Plan 9. Irrigation Plan 10. Irrigation Details 11. Irrigation Specifications 12. Planlirig Plan 13. Planting Plan 14. Planting Plan 15. Planting Specincatians and Details SUBMITTALS DATE 2/23/96 5/10/96 8/2/96 Agency Submittal Agency Submittal and Bid Addendum 32 Agency Submittal and Plan Check Corrections Phase 1 Production Landscape Plans NOTE TO CONTRACTOR: Pinkline sets are for bid purposes only. Phase 1 Production Landscape Plans Model Homes & Entry Landscape Plans Key Map Blueline construction sets will be issued st sward of bid. VICINITY MAP .. PROJECT LOCATION \ SITE LOCATION ~/ff Ori.., t '< lfJfh Str!!M l t ~ I ~ c:: .Q -e! ~ II) ~ ::::: e i;;: §-~ ii: -=! lt:i ~ ~ ~ II) SHEET ~ T-1 OF I 0 ~ -s s 0 0 " 0 - B ~ e " 0 -I I " 0 c:. " ~ 0 :;;: ~ 2 OJ !" n m />-JJ s; 0 ~ 2 p ~ ~ ::-\ £; z I ~ \,\ 0 D r D "~ :0 n D ~[~ ~ ~ D ~ Ir\ -<. z 0 ::I U\ GJ z ~ 1\ Qiz ~ ~ ~ 'jj ~ '\ m "" ~l\:'.lim ~ C l :o ~ D ~ ~ (j\ ~ "'-~ ---.... -.. ~ ...... ' N / ~ --~ ~~ ~ \I\ 0 Sl :o ~[~ \JI ~ z ~ G) ~~z :is I'~ ' ;l im l "g:i ' l ~ \; z I 0 0 6 ~ C, JJ 0 D ~ " n 0 n rn 0 " ~ rn z < z 5 GJ C z < m z r-~E---< • lr:IIC-----\ 3 ·' D Secti011 Yiew i t;=,-------j-->-;;:! ·S ----r- BLLFF,TOPRAIUNGce,-,.__ __________ m:_s -------r- ... ------· Subjccl, R=mmcndatiom for muff-Top Trail Pa,cment Section, ITpper Casaways, Tract 15012, City of Newport Beach. County of <>rang., Califorma In accordance with your re.quest, we have prepared this letter report to present our n:COJ'Dl'DCT'ldations for the pavement section for the bluff-top trail at Upper c.tswsys,, Tract 15012 Ul the city of Newport Bead!, Califomia. These design alternatives arc based.on laboratory R-Value testing of site• spcc:ific ,oili (attached) and a ttallic: indc,c of 5 as recommended by the City of Newport Beach. The design is in accordaDcc with the CaltraDS Highway Design Mm~ Deign Alternatives: 3 inches AC ovcr ~ AB or 4 Ul.c:bes AC over native subgradc Native subgradc should be compacted to a minimum of 95 percent rclalivc compaction. If you have any qucsliom rcprdin1 this lcttci-report. please do 1101 bcoitatc 10 contact this o We app,cciatc this opportunity 10 be of ..,,.,;,e. Respectfully submitted, LEIGHION AND ASSOCIATES, INC. e .. Q..Qu.,. ... ~-.--- 10'-.0" l-lC<ir,1iNC.1 CONPVl"f 12' A.C.. f'AVE:tv1E:N1 6 " ,-.:::> 18.,. f"E ~ 1-,1 E:G. T .A&l.E '4b00-? .,,. Note: Deis/I P8f' structural engifl6Br. Lighting conduit sl6elfing, and location P8I' LDB. IYPICAL IMPROVEMENT LOCATIONS ALONG BLUFF '[RAIL -- II!" 1--,..,...MIH. ( ESJI, no 3 112 ~boX7~1 --,. -n:'· . I, . A j·· ::_ 1---..,_ 1-v.c· diiL. conduit - PVC Schedule -40 l'YPIC<\l PULL BOX REQUIRED AT FUTURE LIGHTING STANDARD Electrical Engineer: NTS Contact LOB lnc._for information regarding conduit and pull boxes. (714)4332-1327 ( ' ./ 1s..--·· - ----·----- •,· .. -- =----· • CQNSTRUC11QN LEGEND 2.1 2.2 2.3 2.4 2.5 12' wide asphalt trail. Trail to be minimum 15'-0" from bluff edge. Trail to slope 2'6 toward area drain and rasidenUal /ors. Trail grades and structural -section to be Installed per Engineers precise grading plan. ,-• _ " , , ; , , , , . ' ":2 ' Neighborhood view wall. Refer to Production Wall and Fence plans for details. O/fset trail dimensions from comer property lines, typical. Regraded bluff edge. All Wnlshed surface grades to drain toward trall and eras drain system. Grading per Engineers precise grading plan.· Connect Castaways bluff top trail to City view trail. 2.6 Approximate location of steps to private residential neighborhood. Steps to be consl/Ucted with neighborhood view pane. NOTES; 1. 2. 3. Contractor to verify bluff top edge in Weld and adjust trail locaUons to meet 15' minimum setback. • The contractor to Install the trail to provide smooth radiused curves and smooth transition between curves. The contractor to contact Landscape Architect for trait layout review prior to Installing asphaft. ALlNL -indicates Approximatt Umff pf Wark LJne Contractor to verify top or slope line along bluff edge In the field. Umlt of wot1r is bluff top of stope, except In the eight Individual bluff erosion repair areas as shown on planting plans-. 2.7 .#'rcwialons for future li(lhtin(I. Protritllontl Include; Pvll Box. ContNit BIid 'Sl«wing for Conduit. S8e Detail this ahM. 2.8 _.Bluff T_op Railing, see ~;;;,set J -~ -------./ • ~--------..__,_. ____ r---,---.,,,,-----__.... ~ -- Spec,., Holfl: Offset dimensions for trail layout are based on the imerseclion of rear yard property Hnes and side yard property Hnes. . . ~--:::::;;:::::::=:::;:::::..__...,.,;:::=::::~.-.,,c;;·=y"-y & lif'IQ IVcle: Locate al,.,.~ al inlBrseclion of rear yard..■o,JB/t,:::.. -:..J side yard p,ope,ty linBs, BS sflCPI • I j wr20· = APPROVJD t.Wlll E'lli{i..., RC.E. 4821 -...... -. -- -------------- &· 3/4/Vff Bld·Add9nllln't &::_aa,_. A 8/21118 CltyPlan Chica -C Li alw ....... -..._,,_. La,~ Ha1i11111t Acet.:alioi• 128 A~ Vielori.l, .S San CIMMnte, CA 92072 (711)3191-8824 Castaways Bluff Top ·rrail Restoration Taytor~ow lmUIJH«:JTW• ttt ... '..,., oi.: a.:,_..,, I i ·r w,· Cl I i -' f. I I I ~ ~ s 0 , " a ~ ~ ~ 0 s 0 " i, I I '1 W. " 0 ' " > " " ~ 0 m " 0 " z C < m " 0 ~ " ' m C § C " 2 C < m " 0 " " > " I I. I ~ UJ z C ~ ~ " m ,m n ~ ~ C cl en z " ) ~ \; z I 0 0 r 0 ~ ~ S:; ~~JJ n 0 en ~ II\ ~ U\ 0 ~ ~ ~"~ z 0 <;s G) z )':. ~~z ~ \\ C 'D ~'tlls < " t OJ "' n m ~ JJ " 0 en z > th ~ ...... ✓ (\} ?-: ' ' I \Ji I ~ ~ ~ ---'I\ ~ ,; z ~~~□ I 0 ,·· 0 ~ ~)i\l\JJ n 0 "~ ~:§: en ~ ~ ~-0 ~ ~~i~ iS z ~-~'<. z ~ v.c ~ <:_ ~ z m _m n m ~ JJ C: 0 ~ z " ' ) I ~,-----, ~ 0 JJ ~ z G) ··---.. --· Trail to slope CTION LEGEND 15'-0" from bluff edg"ctura/ section to CONSTRU • Trail to be minimum Trail grades and stru. halt trar/. "dent,al lots. . 1 12' wide ::f~rea drain and res, cise gradin~ plan. for de/alls. 2. 2% Iowa Engineers pre d Fence plans be installed per Production Wall an • all Refer to . 2.2 Neighborhood view w • comer property lines, typical. rd trail and area rail dimensions from des to drain 1owa 3 Offset I • hed surface gra ding plan. 2. All fims recise gra Regraded bluff :/,Y;;;g per Engineers P . 2.4 drain system. I t City view trail. Steps to be ff top lral O rh ad Connect Castaways blu . te residential neighbo o . 2.5 • f steps lo pnva Approximate '?t'f:'~'ii;hoborhood view park. 2.6 constructed wr t meet 15' • ·ust trail locations o NOTES: d e in field and adJ ctor lo verify bluff top e g rves and smoot~ Contra setback. th radiused cu h"tect for/rail 1. minimum t "/ to pro¥ide smo~ ct Landscape Arc , ctor to ;nstall the rs, contrai!or-to con a The contra en curves. '."e hatt. . of slope transition betwe. r to ins/allmg asp tractorto venfytop t In the layout review pno • i of Work Une. Con top of slope, excep • d"cates Approxima~•,~m ~mil of work;s :/,":n planting plans. AL\!,!. -,n , ff edge in the e • ir areas as s o line along ~u al bluff erosion repe Conduit and eight ind1v1 u . I dtr Pull Bex, • Provisions me u . future lighting. 2 Provisions for . See Detail A, Sheet . 2.7 . for Condwt. . Sleeving __ , . , -' • Sheet 2 J. --• ---• • .~ ee detail an , Bluff Top Ra1/mg, s ·---• 28 . ~ \.:. --:~ ·-· • be-oo~m -• for trail/ayout ~re 2. 3. ' ' le,· , • Offset dimensro_ns ard propelfy lines. . Special Note rty lines and Side Y . , .. • ) rear yard prope .-. ' -• • • "'~~- , • of rear yard prope ,, t • tersechon ,· II pull boxes a m r Nol • Locate a / & Lighting e. rty fines, as shown. ~yaro:pe ) , ' ' .,/ / I I \ \ \\ ' \ ~....... \ '· \ ·-......... \ ' ,_ . -~~ ' ~C> ' '-. C' " ' APPROVED RCE 46214 Uliities Eng,neer · · · Deis No. Dale ~-d Addendum Ji. 3/4/96 I ~4125196 0) '8/2/96 City Plan Check Tllo Colo- Wnllnc. -1/fbon~ Lald1:1r lioii HabtlalRMtoi• VdOna, •B 1 ig Avenld8 CA 92072 San Clemente, {71-4}31!J8,682" Castaways Bluff Top Trail Taylor Woodrow CONSTRUCT/ON PLAN IJ!HJBO Jab: M( in.: T.~~ ~-1-.,..,--ea., , •=;w:-0"." a : ,. I • I I 0 0 'll 0 ~ a 2 . 'D s 2 !" ,-, ~ ,. ~ 0 ~ 5 ·z C $'. OJ ITT ]] ~~o ~~I "l-: ~ z ~ :is G) ~~z "!:I C ~ $'. OJ ITT ]] .... r- ~ "'- w ~ ~ -...: ' <, I ......_ '-'\ c:-......_ \'-;I ~1 I z ) / / I - "" %.._<' ""-0 /'' " " I·&, .• 1 -.,;~,.:_~ l "· .. \ .... iC\ CONSTRUCTION LEGEND . 2.1 2.2 2.3 2.4 2.5 2.6 12' wide asphalt trail. Trail to be minimum 15'-0" from bluff edge. Trail to slope 2% toward area drain and residential lots. Trail grades and structural section to be installed per Engineer's precise grading plan. Neighborhood view wall. Refer to P,roduction Wall and Fence plans for details. Offset trail dimensions from comer property lines, typical. Regraded bluff edge. All finished surface grades to drain toward trail and area drain system. Grading per Engineer's prer::lse grading plan. Connect Castaways bluff top trail to City view trail. Approximate location of steps to private residential neighborhood. Steps to be constructed with neighborhood view park. NOTES: 1. 2. 3, 2.7 2.8 ' ,......._ ---· Contractor to verify bluff top edge in field and adjust trail locations to meet 15' minimum setback. The contractor to install the trail to provide smooth radiused curves and smooth transition between curves. The contractor to contact Landscape Architect for trail layout review prior to lnstalffng asphalt. • AL\NI.. -indicates APProximate Limit pf Wqrlc Line. Contractor to verify top of slope line afong bluff edge in the field. ·-umit of work is bluff top of slope, except in the eight individual bluff erosion repelr areas es shown on planting plans. Provisions for future lighting. Provisions include: Pull Box, Conduit and Sleeving for Conduit. See Detail A, Sheet 2. Bluff Top Railmg, see detail on Sheet;? ,_-2,_\ -,- I Special Note: Offset dimensions for trail layout are based on the intersection of rear yard property /mes and side yard property lines , ----. ...... --..... ·-....... ' ·, ' ·, ----' & Lighting Note: Locate all pull boxes at intersection of rear yard property lines and • \.___ , side yard property lines, as shown • ' IM>cd rail to meet and match existing chain link fence here. Approximate location, verify In field. APPROVED Uli/mes Engineer R.C.E. ~?14 .-.-. .. m, ---IIDC9AT _ _._--= \ .I I No.DlleRevloion A 3/4/96 Bid Addendum £ 4/25196 ~ 812196 City Plan ciieck Tho Cola- W .. lnc. Plllnntng Urban De11gn Landscape Arcl11lectr.rre Habitat Restoration 128 Avenida VielOna. SB San Clemente, CA 92672 (714)388-8824 Castaways Bluff Top Trail Restoration Taylor Woodrow S-Tlle: CONSTRUCTION PLAN Job: 95-()6() Dia: T.C.W. O.: 1-23-96 ~=1"=21>-0" 0 I 1 01: '5 ~ I ~ :::: f! i;::: 8-~ ~ iii ~ I ~ II) ~ ' I u • u 'jj ~ " , , < " z DJ !" n m p Il r ll ~ z " ~ ~ z I D ~ ('\ 0 r 0 TI n l' ~~ m e D D 0 TI ~ ~~~ D ~ s D 0 ~ 0 < "~ ~ z 0 a C z " < ~~z D m " TI D ~'<C '" u s \A<:' '" ~ > < TI 2 DJ .m ~ n m ~ :0 a :t, 0 --a z r--" ~ 'I-- -,l'::.. -J ~ ) ~ ~ N ~ ..... ~ ~ s; z :r ~~o 0 r 0 t,. TI ~ ~ n 0 D ~"' ~ ~ TI ~ ~ ~ TI ~ )ii: -0 e < ~~~ z 5 ,. C z ~ < ::I :):i z 0 5;;! m TI ~ 8 ~ ~-< C ,, ~ \I'\ s C > ~ TI z m !" ~ n m p TI 'ii D TI .._ z ,-.. " ) I ; / ~ z ~ 0 a 5 :0 ' " n s 8 a ~ a TI " • ~ ~ D ~ " ! z rn ' < z 5 G) ;-g !, z ' ' ' ! CONSTRUCTION SPECIFICATIONS G~NERAL AND SPECIAL CONDITIONS l. CONTRACTUAL RELATIONSHIP$ ,. In the perforwumc• of thi• contract. Contractor &hall .d the Landacap• Architect and Ovner haralesa for any a~ .1 liability, coat■ and charges ariaing out of, or in connection with any act er representation of Contract;;.., its agent■, ■ubcontractor• or employees. ERRORS OB CONFLICTS If any error• or ~onflict■ are discovered in the plar.~. apecification■ or aite conditions, they shall be broer • to th• attention of th• Landscape Architect immediately t, • interpretation. Adjustments of construction by the Contractor prior to authorization by the Architect, •.11 be at th• Contractor'• ovn risk. Reparation of any such incorrect conatruction •hall be made at the Cortractcr's expense. APPITIONS, DEVIATIONS 6NP ALTERATIONS No deviation or alterations from the plans and specif1cations vill be permitted unless authorized by the Owner or Landscape Architect. Should deviation from the plans ~nd specifications become necessary due to conflicting site conditions, Owner and ~ndscape Architect shall approve, ln advance, any ■uch deviation. He additional work Wlll be authori~ed without e~pres ■ written authoriznt1on from the owner. 4. ill-1£.R.t~[TATION 5. 6. 7. •• The Contractor ■hall comply vith the obvious intent a~d aeaning or these plan• and specifications vhich shall be construed to include all lnbcr, materlals, equipment and tool• necessary to complete the work &pecified herein 1n a worknanlike •anner in strict azcordance with plnns and specifications. contractor shall contact owner and Landscape Architect for interpretations, whose decision thereon shall be f1nal. INSPECTION >.NP RE.JECTION OF MATERIALS ,'NP WOR).'.MAHSHIP All material& and workmanship furnished or perranncd by Contractor or Subcontractor shall be subject to :inal inspection and acceptance by owner ard/or Landscape Architect upon completion of all contr~ct work whether previously paid for or not. At any and all times during the perfonnance of this contract, Contractor shall make available for inspection, test and approval, materials and workmanship. Failure of such inspector■ to make inspection, teat■ or approval shall not prejudice the right of the Landscape Architect on final inspection. Contractor sh.1.l l pro~ptly replace any and all materials, equipment and workmanship which does not conform to the plans and specifications, All materials used on this contract shdll be new and the b•st made quality unless specified or shown otherwise. SAMPLES When so required by the owner and Landscape Architect, Contractor shall sub~it for approval samples of the various materials and specified finish thereon. wc>.r, coots All construction chall conform to all local building cod~§ and ordinoncel, It ts Contractor's responsib1J1ty to v~Lill'_ oll codes prior to commencina yQ_[_Js__._ UTILITIES Contractor shall be responsible for verifying the location of all underground utilities, electric cables, conduits, sprinkler lines and all utility lines and equipment prior to· any construction. 9. REMOVAL OF DEBRIS AND CLEArrup contractor shall thoroughly clean entire construction area and keep it tree of debri ■ and waste ~aterial, to the satisfaction of owner and Landscape Architect. Contractor shall provide and maintain all barriers required by local codes and ordinances. 10. JOB CONDITIONS 11. Contractor shall visit the site to determine existing conditions, including access to the site and the nature and extent of existing improvements upon adjacent public and private property, nature of ~aterials to be encountered and other factors that may affect the work of this section. Additional compensation resulting from the alleged ignorance of local conditions, and their effect upon the cost of the work will not &ubsequently be approved. Protect the Owner's property from injury or loss. All damage to existing property {buildings, utilities, etc.) or planting (treeg, shrubs, lavn, ground cover, etc.) caused by the Contractor or his agents ~uring his operation or as a result of malfunction of installed work during the guarantee period &hall be repaired at ConLractor's expense. contractor shall cause minimum interference with workmen, materials, or other equipment of other trades on the proJect. WARRANTY AHP GUARANTEE Contractor and his agents, by act of starting work herein specitied, guarantees the work for a period of one {1) year from date of filing notice of completion tor each phase of work (except where contract documents otherwise provide !or a greater period of guarantee) against any defective materials and/or worklhanship. Any Such defects shall be remedied promptly by the Contractor at his expense upon notification by the owner. 12. STANPMP >.,I.A, FORMS 13. The American Insti'tute of Architects current edition of their standard For■ A-201 "General Conditions" is hereby made a part of this contract. In case of any conflict between the A.I.A. Standard Form and the follo•ing specification■, the directive requiring the greater standard or quality ■hall be followed. GENERAL The general conditions and any special conditions that the owner may require shall apply with the same force and effect•• though written in full herein for all construction sections. LANDSCAPE FINISH GRADING I. WOBK INCLlJP[P A. Furnish all labor, materials, equipment, appliances and necessary incidental ■ tor the complete installation of all landscape finish grading as shown on the drawings and•• specitied herein. 1. 2. Preli•inary Grading: Crades in all planting areas will be establi~hed to within± 1/10 foot by others pr~or to begin~ing of landscape con&truction. Raise~ and roof d~ck planting areas shall be backfilled with mixes indicated on plan and in specifications. Weeding: Before and during finish grading, all weed■ and graase■ shall be dug out by the root and di■poaed or oft th ■ site. l, Finish Crading: Finish grading shall consist of fini•hing •urfaces by raking smoothly and evenly removing an~ disposing of all extraneous matter ~o facilitate natural run-oft water. All extraneous matter shall be disposed of off the site. ·•Q -··---(.~-. •· Moisture Content: The soil shall not be worked when the •oi ■ture content is so great that excessive compaction will occur; not when it is so dry that a dust will fora in the air or that clods will not break readily. Water shall be applied, it necessary, to provide ideal moisture content tor tilling and for planting herein specified. 8. Visit the sit ■ to det■raine existing conditions, including acces■ to the aite and the nature and extent of exi■ting improv~~ent■ upon adjacent pUblic and private property, nature of materials to be encountered and other factor• that may affect the work of this section. Additional compensation resulting from the alleged ignorance or local conditions, and their effect upon the cost of th■ work will not subsequently be approved. C. Cause •ini ■u■ interference with workmen, materials, or other equipment of other trades en the project. II. HO IJATERIAI.S ARE REQUIRED Of THIS SECTION, Ill. EXECUTION A. Surface Condition: 1. Prior to cclllllencing work required by this section, inspect the work of other trades and verify that such work has been properly completed and installed to allow for proper installation of all materials and aethods required of this section. 2. All landscape fini ■h grading shall be installed 10 accordan7e wlth the requirements o! all governing authorities, the original design and the referenced ■tande.rd ■. B. Finish Grading: l. General: When preliminary grading and weeding has been coffipleted and the soil has dried sufficiently to be readily worked, all lawn and planting areas shall be graded to the elevations indicated on the dravings. Grades not otherwise indicated shall be unifon:i level ■ or slopes between points where elevations are given. Minor adjustments of finish grades &hall be made at th~ direction of the Architect, if required. Finish grade shall be smooth, even and uniform plane with no abrupt change of surface. Soil areas adjacent to building shall slope away from the buildings to allow a natural run-off of water, and surface drainage shall be directed as indicated on the drawings by remodeling surfaces to facilitate the natural run-off water. Lew spots and pockets shall be graded to drain properly. 2. Shrubs and Ground Cover: The finish grade of all shrubbery and ground cover areas shall be 1-112 inches below the grade of adjacent pavement, walks, curbs or headers and l inches below adJacent walls, An exception to the above requirements shall be made wherever drainage conditions may require flush grades as directed by the Landscape Architec~. l. Lawn Areas: The finish grade of all lawn areas shall be 1-1/2 inches below the grade of adJacent pavement walks, curbs or headers. An exception to the above_ requirements shall be made wherever drainage conditions may require flush grades as directed by the Landscape Architect. 4, Drainage: Contractor is to finish grade with proper slope to drains. All flow lines, designated or not, shall be graded and maintained to allow free flow of surface water, and •hall conform to the intent of all plans and sections after thorough settlement and compaction of the soil. C. Inspections: DRAINAGE 1. All inspections herein specified shall be made by the Architect. Request inspections at least 24 hours in advance of the t1me inspection is desired. Inspection is required when finish grading is completed. I. WORK INCWPEP A. Provide all labor. materials, tools, equipment, transportation and necessary incidentals for the completion of all drainage systems as shown on the drawings including but not limited to the following: l. Installation of all bras&, ABS and PVC drainage structures. 2. Installation of all drain lines and other necessary equipment as required to fulfill ihtcnt of plans. I I • KATEBIAI.B A. Acrylonitrile Butadlene-Styrene (ABS) Schedule 40 plastic drain pipe, perforated or non-perforated in diameters shown on drawings. B. Basins and Drain~• High impact plastic Styrene drain basins, catch basins and grates, high impact plastic styrene deck drains and/or precast c~ncrete dra 1n box and catch bas1ns and cast iron grate and/or brass basin and grate in diameters, sizes and types shown on drawings. C. Fittings: Snap couplings, snap tees, ells, Y, and receiver couplings as necessary to connect all pipe, drains and fittings as shown or inferred on drawings. II I. EXECUTION A. Trenching ~nd Pipe Laying: 1. Trenches to pitch a minimum of 1/4" per foot unless otherwise indicated on drawings. Contractor to verify all invert elevations and trench depth pr1or tc excavation. 2. Botto• of trench shall be smooth and continuous to flow direction. A hollow shall be made to receive bell of pipe so that the joint vill not bear upon the subgrade. Adjustments to line and grade shall be ~•de by scraping away·of tilling in with backfill under the base of the pipe and not by wedging or blocking. J. Trench material shall be used for backfill. However, no rock■ or lumps shall be used. Welded joints shall be given at least 15 ~inutes setup before handling. Above the level of initial backfill, the trench ■ay be backfilled vith trench material. 4. Compaction: Compaction by tamping shall be done in layers not exceeding eight (8") inches in loose depth. Each layer shall be thoroughly compacte~ before proceeding with vork. B. Cleanup•~ Testing: l. Prior to covering of trenche■, drain line and basins ■hall be checke~ to insure proper flow and water rightnes■. 2. The piping systems shall be flushed and cleaned prior to connecting to existing drain line catch basin or stora rain syste••· ' 3. Upon completion of work, remove debris, tools, surplus ■aterials from site. C. Inspection: i. The following inspection &hall be made by the Architect: vhen drainage work is completed, request inspection at least 24 hours in advance of the time the in&pection i ■ desired. CONCRETE WALKWAYS AND STEPS I. WORK INCWPEP A. Furni■ h ell labor, material ■, equipment, appliances and necessary incidentals tor the complete installation of all valkwaya per the drawings. •• c. D. E. F. Install retardant finish concrete paving and steps. Install broo■"finish concrete paving and steps. Install sandblast fini■h concrete paving and steps. Install steel trowel finish concrete bands. submittal■. 1. Samples of color and texture shall be submitted for approval. 2. Prepare 5' x 5' panel of each type of paving using ■ix, materials and workmanship proposed for· actual work. Il. MATERIALS A, Cement shall be Portland cement Type II, confonning to ASTN designation C-150. Maximum total alkali shall not exceed 0.6\. Single brand throughout project. •• c. D. E. r. Aggregates shall conform to ASTK designation c-JJ, 3/4" maximum ■ize. Fine, natural sand, well graded, shall conform to ASTM C-144. Expansion joint& shall conform to ASTM designation D-1751, size, height and location as noted on the drawings. Joint& &hall be impregnated felt unless othervi&e specified on drawings. Water used shall be potable quality, clean and free of_ deleterious material. ~einforcing steel shall be intennediate grade deformed bars conforming to ASTM A-615, Grade 40, free of any coating that would prevent proper bond. Welded wire mesh shall conform to ASTH A-185. All steel shall be supported by chairs, &pacer& and hangers, and wired at intersections. Sizes shall be as shown on drawings. Concrete mi~ shall be (unless indicated oth~rwise) a 5-sack Portland cement mix, J/4 inch maximum size aggregate with maximum 5" slump, designed tor 2500 psi at 28 days. Joint sealant shall be two-part polysulf1de Class A selr-Jeveling sealant as manufactured by Th~okol, or ~ulti-part polyurethane con■tructign ■ealant by L,N, Scofield. Color as &elected by Landscape Architect. G. Curing materials for walks shall be Thompson's'& C, B curing and bond breaker compound, product of E.A. Thompson Co., Inc. or approved equal water scaler. H. Integral color admixture shall be "Chromix" admixture as manufactured by L.N. Scofield company. Color shall be per drawings. ]. Curing material for color conditioned concrete shall be "Lithochrome Colorvax" as manufactured by L.M. sCofieJd Company. Color shall be per Landscape Architect. J. Retarded Finish Concrete: 1. Aggregate to be "San Fernando Stone•. coarse-aggregate shall conform to ASTM aggregate shall be J/8 inch maximum in Fine and C33. Coarse size. 2, Surface retardant &hall be Lithochrome concrete surface retarder by L.H. Scofield Company or equal. 3. Color to be natural gray or color per drawings, with aggregates exposed. ~-Broom Finish Concrete: l. Broe• markings on slabs chall be uniform using a new ~anila hemp bristle broom or equivalent tool. Pattern shall be as indicated on drawings. Color to be per drawings. Where no color JS specified, color shall be natural grey. L. Sandblast Finish Concrete: 1. Produce an even-textured finish, vhich matches approved sample, throughout proJect. Verify and confon11 to methods approved by local governing agencies. M. Steel Trowel Fini&h Concrete: 1. Steel trowel fin!sh concrete ban_ds shall be edged with a small radius edger. Expansion joints sh~ll Pe installed at 20'-0" o.c. and control Joints at 5'-0" o.c. or as shown on plans. II I. EXECUTION A. Subgrade: l. Crade all &ubgrades to a uniform depth and co~pact to.951 minimum compaction. Moisten all subgrades prior to pouring of concrete. 2. Cut all footings in undisturbed or compacted so1l. Footings shall be dead level. 3. Place and compact sand or aggregate base as shown in the drawings. B. Fonns: 1. Use only finished lumber. Set all forms to conform to plans and detail& and as directed. All edges and lines shall be truly vertical, hor1zontal er curved as shown on drawings. 2. Moi ■ten all forms prior to placing of concrete. C. Expansion·Joints: 1. Place expansion joints in walks as shown on plans, not to exceed 16' on center. 2. Provide expansion joint& where new work adjoins exi ■ting work. J. Place 1;2• deep, tooled score joints as shown on the drawings; or at maximum 8' o.c. where not indicated. 4. Cold joints are to have steel dowels as shown on plans. 5. All joint■ shall be accurately aligned, of sharp, even width as shown on plans. o. Concrete Installation: 1. Class A concrete ■hall contaiu not less than 5 sacks of c■•ent per cubic yard and be proportioned to attain• einimu■ cylinder strength of 2500 psi in 28 days. Compressive strengths are to be detennined in accordance with ASTM C-39. The slump shall not exceed 4". 2. All transit aixed concrete shall be mixed ~nd delivered in accordance with the requirem~nt of thr Standard Specifications for ready-mixed concrctr, ASTM C-94. 3. Where paving or steps adjo1n existing e1~. ~nrs, grad■■ ■hall ■atch exactly ~nl••• othervise shown t n plan■. Concrete ■hall be f 1nir.herJ t(J true, evr•\ lines and surfaces and left (1 .:•e fro"' d, feet s. Maximu■ variation prn11itted &hall bt-1/" in hr .t , • line or level in 10 reet. Joint~ ant < tgel'-sha l l • straight and true and t1ni~t1ed wJ'h oJ•ti•,t an· edging tools. •• Curinq: All newly pJac1.•d <-·,:,ncrct• o:;h,.1 b, by continuous applicati<,n ot w ... ter •or th, seven day■ after concrt>te has t('cr ..• 1 .. •·d. kt'I t \o'rt in.t E. Concrete Finich 1. Retarded concrete Finish: a. Apply retarder to finished surface before initial aet takes place as directed by retardant manufacturer, ~y spray, rollei or brush, depending on retardant consistency. Cover with wet curing burlap and cure for not less than 10 and not ■ore than 18 hours. Test surface with a knife blade to deten11ine when to commenee work of revealing aggregate. b. Edge vith a ■mall radius edger before and im..mediately after the surface aggregate has been embedded. c. Reveal aggregate by using water jet and coarse fiber brushes to remove retarded paste from surface, washing thoroug~ly until surface is cle~n and exposure is complete. Then replace cur1ng burlap and maj~tain moist for at least seven day ■. d. Slab surfaces ■hall exhibit an aggregate exposure of coarse aggregate particles of a J/8 inch size constituting not less than 601 and not more than 80\ of the aurface. Exposure shall be to sufficient depth to provide a &urface profile of 1/B in~ l/16 inches. 2, Broom finish: Tamp fresh concrete with heavy metal grid. Screed with straight edge to remove all irregularities. Float to a smooth surface, steel tro~el and edge to an even hard surface. Using new manila hemp bristle broom, brush markings on slabs -in uniform fashion as shown on drawings. Construct 6n steel trowel ~hiner around edges as ~hown on plans. 3. Medium Sandblast Finish: Finish shall be of an even texture throughout the project, exposing no aggregate greater than 1/a~ 1n diameter. 4. Steel Trowel Finish: Provide hard, dense smooth impervious surface, free of defects, achi~ved by working steel trowels into top surface of concrete. BRIC~ PAVING/MASONRY I. WORX INCLUDED A. Furnish all labor, materials, equipment, appllances and necess~ry incidentals for the complete installation of all ~rick paving as shown on the drawings and as specified herein. • 8. Work Installed but Furni&hed Under Other Directives: ,. Install all sleeves, anchor bolts and miscellaneous inserts as are necessary. C. Quality Assurance: 1. Codes and Standards: In addition to the requi~ementa of all governing codes, ordinances and agencies, conform to the requirements of the following codes and standards: a. Brick Masonry Technical Data Bulletin No. 19 of the Associated Brick Manufacturer's of Southern California. b. Standard specifications for facing brick ASTM C-216-62 D. Submittal&: ,. 2. Samples: Furnish three (J) full-size samples of all colored and textured brick pavers for approval by the Architect. Provide a 5'x 5' sample of each paving pattern for inspection by Architect. E, Product Handling: 1. 2. Protection: Take all precautions necessary to protect the materials of this section before during and after installation. ' ' Replacements: In the event of damage, immediately repair all damaged and defective work to the approval of the Architect, at no additional cost to the Owner. IJ. MTERIALS A. All brick units Gpecif1ed under this section shall comply with ASTI1 C-62, Grade MW, except that the maKimum absorption shall be 161 by 2C-hour submersion in cold water, o~ 191 by 5-hour boiling, and the minimum compressive strength shall be 1500 psi. B. Mortar and grout to ~atch brick. Color to be approved by Landscape Architect. C. Concrete Subslabs: See "Concrete Walkw11ys 11nd steps". lI I. £XECUTIOH A. Inspection of Surface conditions: 1. 2. Inspect the work of other trades and verify that such work has been properly completed and installed to allow for proper installation of all brick paving. A!l brick paving &hall be installed in accordance with the requirements of all governing authorities, the original design, and the referenced standards. B. Installation of Brick Pavers: 1. Paver& &hall be laid plumb, level and true to a line in bot~ vertical and horizontal directions. Haxinum deviation rrom straight line shall not exceed 1/8 inches ln 10 feet. Headers and corner units shall show finished faces vhere exposed. 2. Reinforcement: Install rejn(orcing as indicated on drawings. C. Cutting of Brick; Use masonry saw for all cuts unless specified otherwise. D. Grout joints shall be Jnaxitnum J/8" wide with a concave tooled finish. E. Protection and Clean-Up; adjoining surface■ shall grout stains and smears. All complV~ed work and work of be protected from mor~nr and ... ....... c:o, .... <IWI ~MDCTWATtHl.,.alDll'n4 No. Date Reviaion -Ccllllbo<'ath,e -,~ Planning Ulblin Onlgn undacapa AR:hl!.ctur• 129 .l.vanid• Vldodt. Sulla B San O•m•nu, CA''"' {7t,t) ~4. (6191 725-1SJ8 Fa:(T1,t)~ Project: Castaways Bluff Top Trail Restoration Taylor Woodrow Homes -TIiie: Construction Specifications Job: 95-060 Olar: 0.: . 2-2-9(1 Scale: a--d· SI.et js Of: :15 I j I "'-c ~ OJ m II 0 II ~ z (jJ STONE PAVING I. WOBX tNCLlJPEP A. Furniah all labor, ••t ■riala, •qu.lpment, appliances and neces•ary incidental■ for th• complete installation of all ■late work a■ ■hown or called for on the contract drawing■ and specification■. B. Defective Work: Any piece of slate showing flaws or imperfections upon receipt at the storage yard or building ■it• ■hall be referred to ~he Architect for deteraination as to reaponsibllity and decision as to whether it ■hall be rejected or redressed for use. C. Submittal ■: 1. Furni•h thr•• (J) full-■ized ■amples of each type of ■tone to the Landscape Architect for approval. 2. Pallets of ■ton• shall be aade available to Architect for inspection.a ■inimum 24 hours prior to installation. 11. MATERIALS III. A. Slate 1. General: All slate ■hall be standard grade, free of cracks, seam■ or ■tarts which may impair its structural int•grity of function. Inherent variation■ characteri ■tics of the quarry from w~ich it i■ obtained may be acceptable. Color, texture and finish shall be within the range of samples approved by the Architect. B. Adoquin stone: See Plans. c. Mortar: Mortar for setting and pointing shall be one part Portland cement and one part plastic lime hydrate to three parts of clean, non-staining sand. It shall be ~ixed in small batches, using clean, non-alkaline water, until it is thoroughly homogeneous, stiff and plastic. After •ixing, the ~ortar shall set for not less than on~ hour or acre than tvo hours before being used. Mortar color shall fflatch stone. Mortar color shall be approv~d by Landscape Architect. o. sealants and Backup Material: Where specified, G.E. silpruf sealant 5hall be used for the pointing ~r joints. The backdp material used w1th the sealant shall be G.E. Gla:tin'-' tape for joints 1/4" or less, roar:, backer rod for larger Joints. E. Anchors, Cramps and Cowels: All anchors, cramps dowels and other anchoring devices shall be Type 304 stainles5 ■teel of the types and sizes shown on approved shop drawings, r. Surface Sealant; ~ee Plans. EXECUTION A. Fabrication: 1. Dimensions: Ma~imum variation in the dimensions of any piece shall be 1/4 of the specified bed and joint width. 2. Flatness Tolerance: a. Variation from true plane, or flat surfaces, &hall be determined by use of a 4' long straightedge, applied in any direction or the surface. The ~aximum variation rrom true plane shall not exceed 1/~ of the specified joint vidth. b. Variations from true plane on other parts of face surface shall not exceed the following: Honed Finh;hes Cleft Finishes 1/8" 1/811 3. Backs of Pieces: Backs of all pieces shall be sawn or roughly dressed to approximately true planes. Maximum variation in thickness from that specified shall not exceed 3/8" on pieces less than 3" thick or 1/2" on thicker pieces. Sawn backs shall be cleaned of all rust stains and iron particles. B. Shipping and Handling: 1. Packing and Loading: Finished stone shall be carefully packed and loaded for shipment using all reasonable and customary precautions against damage in transit. No material which may cause staining or discoloration shall be used for blocking or packing. 2. Site Storage: Upon receipt at the building site or storage yard, the stone shall be &tacked on timber or platforms at least 4" above the ground, and extreme care shall be taken to prevent staining during storage. Polyethylene or other suitable plastic film shall be placed between any wood and finished surfaces and shall be used also as a~ overall protective covering. C. setting: 1. All setting shall be done by competent stone cutters, in accordance vith approved shop drawings. 2. Unless otherwise shown on approved shop drawings, each piece shall be carefully bedded in a full bed of mortar and tapped home with a rawhide mallet to a full and solid bearing. Particular care shall be exercised to equali2e bed and joint openings and eliminate the need for redressing of exposed surfaces. Exposed surfaces shall be kept free of mortar at all times. 3. Except for expansion joints and where othervise specified, all joint& and beds shall be completely filled and raked out to a depth of not less than J/4 inches. Every precaution shall be taken to prevent direct bearing contact between pieces. C. Backing: 1. Unless otherwise specified, the spaces between the back of &tone and the backing construction shall be filled using the l!lOrtar specified in "MATERIALS II-C". 2. This fill shall be thoroughly rodded to eliminate all voids,-and care &hall be exercised to avoid displacement of the slate. E. Cleaning and Protection: 1. After being pointed, the stone work shall be carefully cleaned, starting at the top, removing all dirt, excess mortar, stains and other defacements. 2, Stainless steel wire brushes or wool may be used, but the uae of other wire brushes or of acid or other solutions which l!lay cause discoloration is expressly prohibited. F. Protection of Finished Work: 1. After the stone work is installed, it shall be the responsibility of the General Contractor to see that it is properly and adequately protected from damage_ Boxing or other suitable protection shall be provided wherever required, but no lumber whieh may stain or deface stone shall be used. All nails used shall be galvanized or non-rusting. 2. All stone work in progress shall be protected at all times during construction by use of a suitable strong impervious film or fabric securely held in place. ••u -IDO..IIO -cu-,. HORTAR AND GROUT I. WORK INCLUCEP II. III. A. Furnish all labor, materials, equipment, appliances and necessary incidentals for the compl•te installation of all ■ortar and grout a ■ shown on the drawings and as specified herein. B. Code• and Standard■: In addition to the requirements of all governing cod•, ordinances and agencies, conform to the requirements of._S:he follovings codes and standards: 1. Masonry Codes and Specirications, 1974 edttion. 2. American Society for Testing Materials (ASTM) {Or ■a ■onry and grout. J. Uniform Building code, 1979 edition. c. Safflples: Submit a complete color range for mortar color selection. D. Protection: 1. Take all precautions necea•ary to protect the material ■ of this section and adjoining work before, during and after installation. E. Replacements: In the event of da■age, immediately repair all damaged and defective work to the approval of the Architect, at no additional cost to the Owner. F. All aanuractured products shall be delivered to the Job site in original unopened containers. MATERIALS A, Sand: Conforming to ASTH C-144, except that not less than 31 shall pass through the No. 100 sieve. Grout sand and pea gravel &hall be well-graded with not more than 51 passing through the No. 8 sieve and with 95\ to 100\ passing the 3/8 inch sieve. Conform to ASTH C-404. B. Portland Cement: ASTM C-150 Type JI, low anall. Maximum total alkali shall not exceed 0.6\ as per Federal Specification SSC 1928. Only one brand and one color of cement shall be used. C. Lime: ASTH C-207, Type S. D. Mortar Colors: Pue, alkali resistant, non-mc,tall1c 111neral colors, such as ''Clinton f'11nc,ral Mortar Color" "Pecora Mortar Stain" or approved equal. All colors shall be approved by Landscape Arch1trct prior to use. E. Admixtures: 1. ~ed Label Sucomen -Crout Aide Type II. 2. Mortaron by Pen Dixie Chemical Company. 3. Omicron by Master Builders. F. Water: Clean and potable. G. Calcium chloride shall not be pennitted. EXECUTJON A. Surface conditions: 1. Inspect the work of· other trades and verify that such work has been properly completed and installed to allov for proper installation cf all mortar and grout. 2. All mortar and grout shall be installed in accordance with the requirements of all governing authorities, the original design and the referenced standards. B. Hixes: C. 1, Mortar for Use in Brick Masonry Construction; UBC Type S in following proportions by loose, dry velum.es: Portland Cement Lime Mortar Sand Mortar Colors Admixture l part 1/4 part 3 parts As re-quired Per ~anufacturer's recommendations, not to exceed 1/10 volume of cement. 2. Fine Grout: For spaces less than 2 inches wide and block cells less than 3 inches by, inches, in the following proportions by loose, dry volumes: Portland Cement Grout Sand Admixture 1 part 3 parts Per manuracturer•s reco1ftfflendations. 3. Pea Gravel Grout: For spaces 2 inches wide or more, and block cells 3 i"nches x 3 inches and larger, in the following proportions by loose, dry volumes. Fort.land Cement Grout sand Pea Gravel Admixture Water Mixing Mortar and Grout: 1 part 3 parts 2 parts Per manufacturer's recommendations. Not to exceed 7-1/2 gallons per sack of cement. I. Proportions: Accurate volume measurement, in ■echanical mixer one (1) full sack capacity. Use mea5uring boxes f9r ingredients. 2. Mix short water, cement and &and for two (2) minutes, add lime or admixture and additional water and mix for ten (10) minutes. Add water for the ' proper workability. J. Consistency: a. Mortar: Slump 2-3/4 1nches, using 2" x 2" x 6" high truncated cone. b. Grout: To pennit pouring with segregation. D. Mortar Application: 1. Joints shall be maximum 3/8 inches thick, straight, unifor11 in tooling and clean, with the following types of tooling: a. Exposed masonry -concave joints. b. See plans for special jointing 'types. 2. Jointing: All jointing shall be performed to achieve a clean, dense joint, well bonded to all edqe■ of masonry. J. Mortar shall generously applied to masonry units on all faces and surfaces to solidly fill all voids within the joint. E. Grouting Application: 1, Reinforcing steel shall be in place and inspected before grouting starts. 2. Align vertical cells to maintain a continuous unobstructed cell area not less than 2 11 x J". J. Solidly fill cells containing reinforcement. •· Pour grout in •-toot lifts •topping pour 2 inches belov the top of the course. 5. Solid grout cell ■ containing bolt■, anchors and 'other ite■■ inserted in the wall. F~ Te&t■: 1. Mortar Test•: 2• x 4" cylinder&, one pair made on each of three consecutive day&. 2. Compres5ion; 7 Day& 28 Days 750 psi 2500 psi Grout Test■: aade in brick specimen ha■ Prisms, approxirnetely 3 11 x 3" x 6" ■old■, molds broken away after ■et. Tested in vertical position. compression: 7 Day■ 2B Days 1000 p&i 2000 psi CAULKING AND SEALING I. WORK INCLUDEC II. 111. A. Furnish all labor, materials, equipment, appliances and necessary incidentals tor the complete installation of all caulking and sealing as shown on the drawings and as specified herein, B. Samples: Submit one sample tube of each type of caulking to be used on this project to the Landscape Architect for approval. C. Guarantee: Furnish a two (2) year written guarantee against all defects in materials and workmanship from the date of substantial completion as detenraned by the Architect. Guarantee of thi ■ section shall include replace~ent and/or repair as required by the Arch1tect of all item■ damaged as a result of roof leaks. MhTERIAlS A. Caulking: A non-staining water repellant cornpos1tion containing no asphalt and meeting requirements of Federal Specification TTC-598, Grade I. B. J~int Sealant: 1. Dow Corning 780. 2. General Electrie Silicone Sealant. 3. Thiokol LP: Trernco Hfg. Co. C. Primer: As rec~mmended by sealart manufacturer. D. Joint Back-Up: Butyl or thafome rope of sltqhtly larger dia~eter than width of joint. E. Caulki~g color to match paving material. CoJors to be approved by Landscape Architect. A. Inspection or surface Conditions: 1. Inspect the work of other trades and verity that such work has been properly completed and installed to allow for proper installation of all materlals and methods required for this section. 2. All caulking and sealing shall be installed in accord~n~e with the r~qulrements of all governin·:1 authorit1es, the original design and the referenced standards. B. Application: 1. Joints and Surfaces to Receive Normal Caulklng: Dry, clean and free fro• dust. Apply with gun-type applicator. 2. Joint■ and Spaces to Receive Sealant: Clean and free fro■ dust. Dry treat all joints with proper primer. Install back-up if joint over 1/2 inch deep. Fill joints with slight concave surface. J. Upon completion, caulking and sealing to have smooth, even finish. All sealed joints watertight and weathertight. 4. Caulk all areas where two dissimilar materials meet, areas where water penetration may e-nter control join~& in wall&. c. Clean-Up: Remove stains of caulking or sealing operation■ fro■ area& adjacent to treated joints, glass and aluminum. All joints shall be neat and straight, masking tape &hall be removed prior to acceptance. CONCRETE REINFORCING GENERAL I. WORK INCWPEP A. Furnish all labor, materials, equipment, appliance~ and necessary incidentals for the complete instalration of all reinforcing as shovn on the drawings and as specified. 8. Codes and Standards; In addition to the requirements or all governing codes, ordinances and agencies, conform to the requirements of the following codes and standards: l, Concrete Reinforcing Steel Institute (CRSI): "Reinforced Concrete -A Manual of Standard Practice•, latest edition. 2. American Concrete Institute (ACI): "Manual or Standard Practice for Detailing Reinforced Concrete Structures", ACI 315, latest edition. J. unifonn Building code -1979 edition. c. Coordinate reinforcing placement with all inserted or penetrating items through concrete. D. Storage: Co not allow reinforcing materials to have direct contact vith the ground. Cover adequately to prevent rusting or any other contact with materials injurious to proper bonding. II. MATER1Ats A, Reinforcing Bars: Nev, deformed, billet steel bars, conforming ~o ASTM A-61S, Grade 40. Deliver bars new and free from rust and ■ill scale in original bundles with mill tag■ intact. e. Welded Wire Fabric: New, rectangular welded steel wire fabric, conforming to ASTK A-185. Gauge and ccnter-to- center spacing shall be as noted on the drawings. c. Accessories: Provide galvanized steel or plastic spacer■, chairs, ties and similar it~ms as required for spacing, assembling and supporting reinforcem.ent in place. D, Ti• Wire: f16 gauge or heavier, black or galvanized ateel tie wire contor■ing to ASTM A-B2. E. Accurately bend, cut and place bars as indicated on the dravinga. Bend bar& cold; heating of bars will not be pennitted. Do not bend or straighten bars in any manner that vill injure the material. F. Submit mill affidavits stating the grades, physical' propertie■ and chemical properties of the reinforcing steel, and conformance with ASTM specifications to the Architect before delivery of the steel to the Job site. Ill EXEMIOH tn~pt>ct tcir, .,.,f Surfa~P C'ond::':.::ons -. !n~pl!'o:-t th':' w,;,rk c,f c,t},~i-tr::ade.s a:1~ verify ~hdt such w::irJ,: ~,.,E" t-een properi.y i:·,:,r:.r,Jeted and H,:.t~I Jej tc• alJ,;-.w t~r prc,p~r ir,stallarior: ,:,!' eii. r~:;:-,!·r-Jn•.; A! I re:inf,,!"rem"'f1': .sha 11 he Jn~t~~ !Pd ln a.c,;r.rjari,..lc" w1th th~ re1u1rem':':1te c,f all gciverr.1rici auth-:•r1·:{'~ th~ c-r·1gi:-,ol df-s1gn :and thP r~terPn,:-ej st-,:-,r3uis a. Reinforcing steel shall be placed in accordance with the drawing■ and approved ■hop drawings and the applicable requirements of the codes and atandards herein specified. Install reinforcement accurately and secure against any movement. C. Clean all reinforcement from loose scale rust with wire brushing. Remove all items which would impair bonding of concrete. D. Reinforcing Support■: Support bars on ■etal chair&, spacer• or aetal hangera. Accurately place and securely fasten to •teel reinforcement. Supply additional bars as required to securely fa&ten reinforce~ent in place. Support leg ■ of acce5sories in for11s without embedding in form surface. Spacing of chairs and accessories • shall confor:a with CRSI'• "Reco11J11ended Practice for Placing Bar Supports", Accurately space ties and 'itirru'ps and wire to the reinforcing. No wood vill be permitted inside forms. E. Placing and Tying: securely tie all reinforcing with fl6 gauge tie wire at all •Plices and intersections and as directed. Point ends of wire ties avay from forms. F. G. H. I. J. Laps and Splices: Lap bars a minimum of 24 diameters 1n concrete and 40 diameters in masonry, but in no case less than 24 inches unless otherwise shovn on drawings. Wherever possible, splices of adjacent bars shall be staggered. Welded wire mesh shall mini~um side and end laps of 6 inches. Welded Wire Mesh: Install wire mesh in as long lengths as practicable. Wire all laps and splices. Lift wire into proper position·while pouring concrete. Dowels: Secure tie dowels in place befoce depositing concre-te. Inspection: Notify the Architect as least 72 hours prior to conerete pour. Place no concrete until reinforcing steel has been approved by the inspector and/~r the testing agency. Defective Work: The following reinforcing steel work will be considered defective and may be ordered by the Architect to be re~oved and replaced by the Contractor at no additional cost to the Owner: 1. Bars with kinks or bends.not. shown on the draw1ngs. 2. Bars injured due to bending and straightening. J. Bars heated for bending. 4, Reinforcement not placed in accordance with the drawings and/or specifications. 5. Rusty or oily bars. No. Data Aevision , -ColLlbom.._ .. ... ,~ Planning Urban Design Landscape Arch,l,,.,tu,a H■~'tat Flff1oration 129 Aven1d11. V1ct~n11, Su1le 3 SAn Clemente. CA 92672 [714) J66..&2~. (619) 726-1938 Fax. {714) 366-6625 Castaways Bluff Top Trail Restoration Taylor Woodrow Homes si-r111e: Constructipn Specifications Jab: Draw: Dalo: Sea.: Checud· 01: 95-<J60 row· 2-2-96 6 15 n p Si 0 ~ z L C s m rn JJ " ~_.,_ ___ _ / 0 JJ ~ z G) --/ I -■------· / I - -· --......... ...,_ --·- er -_:....-. -----~ .... I \!4'1t I •• - •. -.:1..-J,-• ...---, ·-..-,'\, -. I • --- ' • I \ PSI GPM RAD PATT 30 0.81 QTR ~ 30 1.61 16' HALF 30 0.81 16' QTR ' , RAINBIRD PASS 16HSLA STREAM SPRAY ON rl<'.-5 A RISER W/ CHECK VALVE 30 1.61 16' HALF ) ) - , __ ,!'-.._.r' ~ 30 3.22 16' FULL . ; RAINBIRD PASS 16FSLA STREAM SPRAY ON f'lt,; A RISER WI CHECK VAL VE RAINBIRD 1812 22QSAM 12" STREAM SPRAY 30 0.81 22' QTR ~' POP-UP 0 30 1.61 22' HALF RAINBIRD 1812 22HSAM 12" STREAM SPRAY ~;, POP-UP RAINBIRD PASS 22FSS STREAM SPRAY ON A 30 3.2 22' FUtL r,t, RISER W/ CHECK VALVE 2" WATER METER (PROVIDED BY OTHERS) REFER TO P.O.C. NOTE . GRISWOLD 2230 PRESSURE REGULATING/MASTER VALVE, 2" _t. (El D INDUSTR~'. l~C::_,__~l;_~~~,~RRIGATION CONTROLLER LOCATION NOTE H Ho,.;etWl:U, LINE-SIZED BALL VALVE*e1 ~ ~821iYREDUCED';;RESS~,;w:-2" SIZE e RAINBIRD PE REMOTE CONTROL VALVE, SIZE NOTED,~ j"f:'3-e, Mo~(£ (J HARDIE (IRRITROL) MC-PLUS SERIES AUTOMATIC CONTROLLER, SEE PLAN FOR LOCATION AND POWER REQUIREMENT, ETC. RAINBIRD 44DLRC QUICK COUPLING VALVE• 1" 1 ------------- NOTES: "' I I ii 275711 !Jlklllfi ' 111111111 11 if Iii \II-PP Iii PHF IF Ul,I I kll ifi l 111111 Pkllll b •It 11111111 II IF I I FRIIIIJIIF IF UIPI 3. ACCURATELY LOCATE MAINLINE, REMOTE CONTROL VALVES, AND QUICK COUPLING VALVES ON AS-BUILT. 4. 5. PRESSURE TESTING OF MAINLINE SHALL OCCUR WltH REMOTE CONTROL VALVES AND QUICK COUPLING VALVES INSTALLED, REFER TO SPECIFICATIONS. MASTER VALVE SHALL BE WIRED TO AN OPEN STATION ON CONTROLLER FOR MANUAL OPERATION OF QUICK COUPLING VALVES. ----PRESSURE MAINLINE 3/4" TO 1-112" PVC SCH 40, 2" & LARGER PVC CLASS 315, BURY MIN 18" BELOW GRADE --~--NON-PRESSURE LATERAL, PVC CLASS 200, BURY MIN. 12" BELOW GRADE -----NON-PRESSURE LATERAL, ON-GRADE "BROWNLINE", STAKE@ 10' O.C. WI #3 "J" HOOKED REBAR, PER DETAIL = =-= = PIPE SLEEVING, PVC SCH 40, BURY MIN. 24" BELOW GRADE EXTEND MIN, 24" BEYOND EDGE OF PAVING, SIZE NOTED --• --WIRE SLEEVING, PVC SCH 40, BURY MIN. 24" BELOW GRADE EXTEND MIN 24" BEYOND EDGE OF PAVING, SIZE NOTED VALVE NUMBER ~FLOW.IN G.P.M. ~VALVE SIZE Indicates approximate location of piJll-box. I I . I . "-·~~,-_:- LOT20 --/V4' I /' -.. ii LOT21 A.L.W.L. • -I I LOT22~ -- NOTE: ., . 1. SEEIHEETIFOR""'"",_, ... :10A11G•-2. SEESHEET·: FOll~TIOlitliANJ s. SEEIHEET •'.FOltlWQb,TfON ..... -' -----. --~------------.L•~ - No. DllileFle/11] I A 3/4/96 Bid Addendum & 4-4-"I(.. 5,-Mecl,S GH/"tK '\ v;. I/ -/1\0D-fJ D , 1 "i 1',Jl'I'f Tho Coll- Wettlnc. -Urba'I Dnign Landscape -Habitat Resta atio, , 129 A.veolda Vdona, tlB San aemente, CA. 92672 (714)388.e624 Castaways Bluff Top Trail Restoration Taylor~row I :=:: • IBRIGATION l'JAN .I ·& ~ ....... --I ~-·Cl -s' .. -! w L 9 0 C " ~ $'. " ► ' z _m OJ n m ~ :0 ~ D ~ z ► \ I " \; z :r 0 ~ 0 r ~ 0 JJ ~ ~ n ~ 0 0 " ' tJ... 0 " ,-m 0 ~ ~ f " ~ 0 z C < z 0 G) C z ~i < -~ z 0 0 C '>:::.-< C a ;-j ~ < ► < 0 " _m ~ CD n m ► Il 'i 'l> 0 -~ r-" ► " > z :r 0 ~~□ r 0 I;'-Il " n m D i::: t/\~2: -0 ;_-; TI ~ g " )\ ~-0 " ! " 0 "tz ' s z 0 ~G) C z ' < 0 ~-<.z C ~ ' " 0 ~\II~ " " ~ " C ~ f., z _m ;;;) OJ n m ~ :t. JJ ~ D -... ~ r-z ► " > z :r D 0 r 0 JJ TI n 0 m ~ 0 0 ~ 0 ~ ~ " ~ 0 z C < z 0 G) ' C z " • " I I I I \ .. I .. ~ 1-- 1 I I I I LOT 23 ,,,,,,, .,,,, t/,f POINT OF CONNECTION-CONNECT TO EXISTING 2" WATER METER. VERIFY EXACT LOCATION IN THE FIELD. LOCATE BACKFLOW IN PLANTER AREA. LOCATE ALL VALVES IN SHRUB AREA. EXISTING STATIC PRESSURE MAXIMUM SYSTEM DESIGN PRESSURE MAXIMUM DEMAND 70 65 42 PSI PSI Gl'M IRRIGATION CONTROLLER 'A' LOCATION-117VOLT 2AMP 60 CYCLE POWER AVAILABLE AT THIS LOCATION BY OWNER. CONTRACTOR TO MAKE FINAL HOOK-UP. INSTALL RAINMASTER 'EVOLUTION' SERIES CONTROLLER IN A VANDAL- PROOF ENCLOSURE BY PACIFIC TECHNICAL SERVICES# CA-31- 18EVS/RRA/RRA/MVPV/SBIEVFM-150 W/ EV-CAB-SEN FLOW SENSING CABLE. PRIOR TO START OF WORK. CONTACT: AL LASTUCK 800/ 777-1477 FOR INSTALLATION INSTRUCTIONS. INSTALL WCS, INC. 'RAIN GUARD' PER MFG. RECOMMENDATIONS. CONTACT: MICHAEL CARR 800-821-1322. '2.IJI HYDRAULIC CALCULATIONS • PRESSURE LOSS FOR CONTROL VALVE NO,_-'-_ ....2::...,_ WATER METER O ~ GPM, ., ............ . ,Z. " BACKFLOW PREVENTER .......... , . , . , . , , , , , , , --~u. l~~O L.F. _·<r_L_" PVC __ MAINLINE .......... . L.F. __ " Pvc --MAINLINE .......... . ~" ELECTRIC CONTROL VALVE,,, .............. ,, FITTINGS (20% OF TOTAL MAINLINE LOSS) ...... , ... . SPRINKLER HEAD OPERATING PRESSURE .............. . ELEVATION (LOSS OR GAIN) ................. ,, .... . MISCELLENEOUS ................... , . , . , • . , , , , , , , , • TOTAL PRESSl>RE REQUIRED FOR OPERATION,,,,,,,, .. , .... ,STATIC PRESSURE AT P.O.C •..••••.•••••••• , •.•.•• • • • • • PRESURE REQUIRED FOR OPERATION ................... ,,, RESIDUAL WATER PRESSURE.-.-.,.,,,,,,.,.,.,,,,,,,,•,,,, WATER INFORMATION OBTAINED FROM E /,r:,o PSI ['Z,0 q,-z ,.o 'J.O "0-0 -2. (; i,.o 10.0 PSI (i(p_O PSI 4:0 PSI DEPARTMENT. CONTACT l-.lur&\ l-o~<'. PHONE#...,:.ii::t:,t,~ct:,:~L!, EXISTING STATIC PRESSURE 10 PSI. CONTRACTORS LL VERIFY STATIC PRESSURE, IF NOT AS SPECIFIED, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY . • IRRIGATION NOTES 7 SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT IN VALVE BOXES LEAVE A 24" COIL OF EXCESS WIRE AT EACH SPLICE ANO 1□0 FEET ON CENTER ALONG WIRE RUN TAPE WIRE IN BUNDLES 10 FEET ON CENTER NO TAPING PERMITTTEO INSIDE SLEEVES 3 4 6 6 THIS DESIGN IS DIAGRAMMATIC All PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INST ALI.ED IN PLANTING AREAS WHERE POSSIBLE AVOID Af.lY CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. DO NOT WILLFUU Y INSTALL TI-iE SPRINKLER SYSTEM AS SHOWN ON ' 0INSTALLA SPARE CONTROL WIRE OF A DIFFERENT COLOR ALONG THE ' ENTIRE MAINLINE. LOOP 36"' EXCESS WIRE INTO EACH SINGLE VALVE BOX.AND !NTO ONE VALVE BOX IN EACH GROUP OF VALVES THE DA WINGS WHEN rr rs OBVOIUS IN THE FIELD THAT OBSTRUCTIONS, g THE IRRJGATION CONTRA.CT OR SHALL FLUSH ANO ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE ANO TO GRADE OIFFEREl'ICES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE'OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTR5ACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTAACTOR TO FAMILARtZE HIMSELF WITH ALL GRADE DIFFERENCES. LOCATION OF WALLS. RETAINING WALLS, ETC. HE SHALL COORDIAATE HIS WORK WITH THE GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATION ANO THE INSTALLATION OF PIPE SLEEVES THROUGH WALLS, UNDER RADWAY$, PAVING ,STRUCTURES, ETC 110VOLT A.C, 2AMP ELECTR!CALSERVICE TO CONTROLLER LOCATION IS EXISTING. CONTRACTOR TO MAKE ALL ELECTRICAL HOOK-UPS Af, NEC ES SAR)' FOR NEW RAINMASTER EVOLUTION SATEUTES. EACH CONTROLLER SHAU MAKE ITS OWN INDEPENDENT GROUND WIRE. • REMOTE CONTROLL VALVES WITH THE SAME CONTROLLER ANO STATION NUMBER SHALL BE WIRED TO THE SAME STATION ON THE CONTROLL£R. RUN ONE Slt'lGt.E WIRE FROM EACH RCV TO THE CONTROLLER. SPLICING VALVES TOGETHER IN THE FIELD Will NOT BE PERMITTED NOTE: PREVENT OVERSPRAY ONTO WALKS, ROADWAYS ANO/OR BUILDINGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE .EXISTING SITE CONDITIONS AND TO THROTTlE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMl-)M 9~~TIN@PR§$$1,JR!; FOR §ACH SY$T~M 10 NOTIFY ARCHITECT OF ANY ASPECTS OF LAYOUT WHICH WILL PROVIDE INCOMPLETE OR INSUFFICIENT WATER COVERAGE OF PLANT MATERIAL ANO DO NOT PROCEED UNTIL INSTRUCTIONS ARE OBTAINED 11 ALL SPRINKLER HEADS .!:HAU. BE SET PERPINDICUlAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED UNLESS OTHERWISE D~§:U~NATfill 9N TH§ P!,AN$ 12 FOR RJNG-TITE PVC MAIN LINE PIPING INSIDE SLEEVES USE 1120-315 PSI PVC PlASfle P!PE WITH seHEOULE 40 PVC COUPLINGS 13 14 INSTALL VALVE BOXES 12" FROM AND PERPENDJCUl.AR TO WALK, CURB, LAWN, BUILDING OR LANDSCAPE FEAnJRE.AT MULTIPLE VALVE BOX GROUP~. fA(,ij uox: smL. BE AN fQlJAL. Cl/STANCE FROM TH!: WAL.K, CURB, lAVv'N.ETC ANO EACH BOX SHALL BE 12" APART SHORT SIDE OF VALVE BOX SHALL BE"PARALLB. TO WALK, CURB, LAWN, ETC THE SPRINKLER SYS'rEM OES!GN IS BASED ON THE OPERATiNG PRESSURE SHOWN ON THE IRRIGATION DRAWINGS THE IRRIGATION CONTRAGTOR SIWL VERIF'r' WATER PRESSURE PRIOR TO CONSTR)JCTIQN REPORT fWY OJFFERENCE BETWE.E~ THE WATER PRESSURE INDICATEO ON THE DRAWINGS AND THE ACTUAL PRESSURE Rl.:AI)INc;; A.T TH!:;: IRRl(}ATJt;)N POHfT OF CONNECTIQN TO THI; LANDSCAPE AACl¾ITECT. t5 1RRIGAfl0N CONfRAeTOR TO NOT!FV ALL LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED BACKFLOW PREVENTION DEVICE QJ Indicates approximate location of puH-box o/l, 1. SEE SHEET 11 2. SEE SHEET 10 FOR IRRIGATION SPECIFICATIQNS. FOR IRRIGATION DETAILS. 3. SEE SHEET 7 FOR IRRIGATION LEGEND. _______ , = _......, ____ .... No. DIii ArelllkM1 TIie Colo- W .. lnc. -,_OOSign Laid 4 An:hllecture Habbl.Reilo,atlo<i 129 Avenlda Vdorill, 18 Sain Clemenlll, CA 92672 (714}-..ee2--4 Projeet: Castaways Bluff Top Trail Restoration Taylor Woodrow IRRIGATION PLAN Jab: Olar. 0.: 115 060 r.aw.· 1-n-98 llcall: 1"=20'-0" a I 11 @ 01: 15 • " ~ , ► " I I § ~ " 0 0 ,, ~ • e ' z C 5-~ L C :,; s': 5 z CD !" " m p JJ C ~ D ~ " p ' \ I ~ :"-- ~ ~ I ....... ~ ..... / N ~ ~ I I " ,; z I 0 C r 0 JJ n ~ 0 a cl ~ z □ G) z Iii lncicates appro)(I ·mate location of pull-box. ------· ••• NOTE: • • R IRRIGATION SP_ ECIFICATIONS. 1. SEE SHEETT .J..L ~gR IRRiGATION'D~:~~-2• SEE SHEE 1Q_ FOR IRRIGATIC:>N-LE · 3_ SEE SHEET l ... -•·c:·--------. No. Dale.-.. I I I Tho Call- Wntlnc. -Urban Design ecture Land I : •F I ArehH Habit■t Rntordon venida Victona .S 129 A -CA 92872 s., Clem • (71C)388-662C Castaways Bluff Top Trail Restoration Taylor Woodrow IRRIGATION PLAN ~ ~ 0 ~ a z . I .m n ► C ~ 0 ~ " > ~ ~ . ~ ~ I" n 1" 'n 0 ~ z > ', I L C ~ rn m :IJ tJ ~ f\ ~ I;: ~:;E ~ ~ i¥i tz ~~c I>"$ IA co ~ m JJ ~ -I' ~ !"t- ~ ~ I ....... ~ ' N ~ ~ ~ti ~ ~ :;E 'ti~ z t G) ~:)!; z ~ ~ C 'ti I.,; $ ~ ~ ..... I' rn m JJ CJ JJ ~ z G) J K L --------------------------------,.------------------------------------T""------------------------------------,-------------------------------------'<! HOT[: l. VHut LOCATED AOJACENT TO TEHHts COURT, COORDU!AT[ lr SQ, FP»l[D HA/ID HOLE 111 F[HtE WJTH F[HClNG cormucroR. FOR MAIIITEH.~CE USE. Z. IH PAVED AA£AS US[ AN APPROVED TAAFFIC VALVE BOX g LID. !-IJUNT FLUSH WITH ACJACEKT PAYING. J. PLACE PEA ~R.AVEL PRIOR. TO JIISTALLATlON OF VALVE BOX, FJIIISH GRAD[ l" IN LA"11 AREAS 3-IH PLANT e:os STROCTIJRE DR HAADSCAPIHG 7 ROUND PLASTIC VALVE Bill & COVER 6" HIN. 18" HAl:.. . STAINLESS STEEL SCREW- C1.JJ1P • HIN. {3)1] •· ........ . ■ ,., • ·"'· •• , '.,\l .. , '° •'otV .'!y..,· .• • , I PEA GRAVEL BRASS NIPPLE -r LONt. BRASS go• Ell ~--<1r:?'l't;'-::-::.--""':.::_ __ _::::11===::;-8RASS so• SlREET Eli. I L__ BIIASS 90• STREET ELL r.----14 P!-BAR STAl:f (2:4" lDHCi) I_ PRESS~E.SUJIPLY UH! 1, FITTJHG QUICK COUPLING VALVE HOOKED 13 RE-SAR STAKf AT--, 10' o.c. GALVANIZED STEEL PIPE OR--~ "BROWNLINE11 p•rc PIPE (AS NOTED ON PLAN) SLOPE FACE ---~ ON-GRADE PIPE SLEEVING r STRIP WIRES APPROX. 518" FROM END = ~ TWIST CONNECTOR UNTIL WlRE END REACHES BOTT QM = MIX CONTENTS OF SEALING PACK CUT 1/2" OFF ENO OF PACK AND INSERT CONNECTOR TO OPPOSITE END = \\NRAP OPEN ENO OF SEALING PACK WITH TAPE I ~\ALLOW TO SET UNTIL RESIN JELLS -~ ~ WIRE CONNECTORS G !!.9E,_: 1. PIG TAIL ANO LOOP CONTROL WIRE AT ALL 90° C~NGES lN DIRECTION. . ~ z ~ ~ -z ~; ~ : ~ 6" TYPICAL FINISH GRAJE CLEAN BACKFILi. • S!E S'ECS. F:: HAT[RIAL, 90; COM0~C7ION REQUIRED ~ NON-PR£SSURE LATERAL L!N:: SNAKE PIPE IN Tllt~CH CONTROL ,!IP.ES -BU'!O!.£ ;,No TAP£ AT 12' 0.C . .t.:ID INS7ALL ADJACENT TO PRESSU~::: S'J~':lL 'I LINE PROVIC£ 2" OF CL(AN 5;,ci,::iU. PP,ESSURE SUPPLY UN:: SrlAKE PIPE IN TRENCH TYPICAL TRENCHING ~Cle,J,,,l,IJ.J( Oft aJ"-IS ------, LATE£.A.L. UN~ r,PEl -" "TmNQ, P\IC !ICMEPUU!. &o NIPPIZ----C>-., ~-..,,..... 12" POP-UP SPRINKLER GALVANIZED STEEL OR---·\ fiBROWNLINE• PVC NON-PRESSURE LATERAL LJNE FITTJNG (AS NOTED ON PLAN) SLOPE FACE r----JRRIGmON HEAD AS INDICATED ON PLAN SPRING LOADED CHECK VALVE /_ GlLVANIZED STEEL OR "BROWNLlNE" PVC NIPPLE {AS NOTED ON PLNI) 90• 13 RE-BAR WITH (2) DOUBLE STAINLESS----, STIEL CLMS SHRUB SPRAY ON RISER D F TYPICAL SENSOR lNSTAUATION. J\JIIO F>L.,suc v1.1.ve BOJ: •llh 2-fi" OOEHSllH3 Al{) LCQ;!N', cove\ A.1£'1'8( Ill" !qusl 1"" C21 Ccindu,t,:r ~Jaldotil Cable I' iri 1LIF AJ8.S c-tlan to ::-ltta-12' l~ t:IIIE .ios ! FJNlSII IJWI; S 11: Plr-Dlo n!.IN..IIE -- I . --1P·mac1m ~EA GRAVEL ORAi~ SUM 1 30" MIN. DIAM X 6" MIN DEEP FLOW METER INSTALLATION ,---------PLASTIC VALVE BOX & LOC:O:lNG COVER MARKED •IRRIGATION CONTROL VALVE~ ~-------TO SPRINKLER -ANGLE PIPE TO SPECJFl::il DEPTH IIJTH 4S~ ELLS ~------SCH 40 PVC MLE ADAPTOR 1 • IN LA~ AREAS [ 3• lH PLANT BEDS ~---AP!'ROVED WATERPROOF CONNECTORS PJG TAIL EXPANSlOH LOOP (HINIMUH z4• LONG) ELECTRIC CONTROL VALVE SCH 10 PVC MALE ADAPTOR PEA GftAVEL CONTROL I CIJ'IMON wm:s PRESSURE SUPPLY LINE l. JNSTALL CONTROL VALVES A HIHJHUH OF 12• rROH STRUCTURES OR HAROSCAF'ING. 2. INSTALL VALVES IN Pl.AMT ioEOS Wff£!tEVER POSSIBLE, NEXT TD SIDEWALKS. J. PLACE SD~ AT RIGHT ANfil.ES TD STR'lJ:TURES DR HARDSCAPING. '· PLACE PEA GRAVEL PRIOR TO IHSTALLATJOH or VALVE BOX. 5. ATTACH APPROVED VAt.YE JOENTIFICATJON TAG WITH APPROPRIATE comDLLER ANO VALVE Htl'BER TO COHTROL WIRE BITWEEN VALVE .I.ND PIG TAIL. tiEMOTE CONTROL VALVE NOTE: • AU. ELECTRICAL WIRING ANO CONNECTIONS SHALL BE INSTA!l.EC PEA L.OCAl... CODES. • NC SPLICES SHAU. BE MADE BETWEEN CONTROLLER ANO REMOTE CONTROL VALVES. • COMMON WIRE TO BE WH~ AND COt'fmOL WIRE TO BE StACK. • CONTROL WIRING SEQUENCE CORRESPONDS TO OPERA.TING SEQUENCE OF REMOTE CONTROL VALVES. • CONTAACTOR TO PROVIDE COrrn:IOLLER AND ENCLOSURE QNCLUDING A.NV PERIPHERAL EOUIPMENT SPECIFlEC) PAE ASSEMBLED AVAILABLE FROM PACrFJC TECHNICAL SEAVICES, ,.HONE "1 (714) 637-4460, . INSTALL PER MANUF.-.CTUAER-s RECOMMENDATIONS. • TA.PE WIRING AT INTERVALS OF 12' O.C. • PROVIDE COLOR CODED MAP FOR VALVE LOCATION INSIDE (SEE SPEC'S) .,_ __ FINISH GRADE POURED CONCRETE BASE. 6" nDCKNESS AS REQUIRED BY MANUFACTURERS INSTALLATION GUIDE. INSTALL A MIN. 3" ABOVE GRADE AIJTOMATIC CONTRO~ SECURED TO AN APPROVED YANCAL PROOF ENCLOSURE 120 VOLT SD CYCLE 2 AMP MAX. POWER WIRES IN CONDUIT WITH ON-OFF SWITCH AND 110VOLTEXTERIOR OUTLET TO BE PROVIDED BY CONTRACTOR 3" PVC LONG SWEEP ELL SLOPE TO DRAJN DIRECT BURIAL CONTROL WIRING SECURE TO CONTROL UNIT A.TTERMlNALS PROVIDED IN CONTROL UNIT-UNLESS OTiiERWlSE NOTED. PROVIDE PVC SLEEVE FOR WIRES AUTOMATIC CONTROLLER C !!2li,: L fQUJPK!:NT 10 B~ INSTAlUD Ai A "lNJJlll.f'! OF 24" FROf1 ANY 5rllUCTUR[ OR 1t-=.Kos,~=:·i~ 2. ALL AflOVf GROllml "5SE!t:!LY SHALL R!CE!V[ (2J COATS Of R£0 PlUl'l[R AliO (1] t:W fXTERlOR ENA.~EL • COLOR AS SELHT£0 BY UHOSUP! AACHITECT/0-'lf:R, :i. WMEN llHtT IS IIEn TO A STAUCTlJIE (IE, WALL, Bll!LOIIIG CTC.J MOI.Jtfi T~s~ c·c~• ON O?EN OR NOH-S7RUCTUR£ SlOE. ' -~ - •· LOCATE l!Nrt Ill Pt.ANT BEDS ll~REVER POSSlBLE, ,, ' ,----BACKFLOI: PR!V!~TOP :s~• ' • 8:t:..SS NJ PPL[ FRO" WATER SOI/Rt£ ~--BRASS N!P1L.E TlPICAl {4) PLACfS BRASS so· EU TYPICAL {2) P~ACi:S 4• 'tle!CK J 1z· 11:i:D~ C:JNCR(TE PAO (TUii: ;:;:;i O~LT) LEM~7H VARIES:;:~ PIANUFACTUR(R • SLO~~ :.~ MIN:IUI z: e~.1.ss 11;:;_: TY~lCAL (: :~::: 6?.I.SS 9J' ; __ TY~IC.1.L {Z :~::~ BACKFLOW PREVENTER 3 :c % -:c • "' I" IN LAWN AREAS 3" IN PLANT BEDS NOTE: ROUND PLASTIC VALVE BOX & COVER HARKED "IRRIGATION GATE" FINISH GRAOE ---BRASS GATE VALVE WITH HANDWHEEL SCH 40 PVC HALE ADAPTOR TYPICAL (2) PLACES l. PLACE PEA GRAVEL PRIOR TO INSTALLATlON OF VALVE BOX. GATE VALVE-2" & SMALLER RED BLAeK IRRIGATION CONTROLLER RED 01AMt;TER .SAME StZE AS FLCW METER Sl?f MINIMUM OISTANCE 'JPSTREAM 10X DIAMETER OF FLOW METER SIZE DI.I.METER SAloll: SIZE AS FLOW METER SIZE MASTER CONTRO~ VALVE MINIMUM DISTA!'tCE DOWNSTREAM 5).. DIAMETER OF FLOW METER SIZE FLOW METER MASTER VAL VE JOO ~ 000-C6 COUADORA.TIVf ~ 1e0CTl7 AT U1!i B'I' JM DEPTH No. Dale Revision n,e Cotleboratlw -Inc. Planning uroan De.ign Landscape Architecture ,a-.....'illlMI. ... ■ a.,c....~■-11 n•-11thl-'lm -,,.- Project: Castaways Bluff Top Trail Restoration Taylor Woodrow Homes Sheet TIiie: IRRIGATION DETAILS Job: 95--D60 Draw: Date: 2-2-96 Scale: Checked: S~eet: 10 Of: 15 I. 0 ~ " a 0 " " ~ > -• z /TI n ,, C " 0 ~ z SC • B m C " ' C m [l " • C < z --C ::, < m -" 0 .. ' " " " " ~ I ~ c:: .o ..::: ~ 2 (/) ~ :::: ~ i;: 8-~ lt:: ~ , a • □ ~ " a m s " ~ • 0 < 2 I C § < • ~ (/) ~ z C $'. OJ rn :0 ~ ...... ._ "' _<::::, ~ I ) ..... ~ ..... N ~ ..... ~ "O ,; z :I: 0 0 (l:, r □ ~~ n t 0 ~ '-" <'. 0 ~ ~z 'l'i 0 ~~ z ~ ~ --<c ~ \J\ < " ~ OJ !" n rn ,. :0 r 'n ' 0 I'-~ z ~ \ I I ~ \; z :I: 0 0 r 0 :0 n ~ 0 ~ ~ 0 ~ z 0 G) z ~ IRRIGATION SPECIFICATIONS PAIT! -GPJIEW.. 1.01 SO)PE OF Wit Prowide all labor, •teri■l•. tran1portation, and Hrwice• nece■MrJ to furnish ■nd in■tall lrriaatlon ■J■tea •• ahovn on the drarin11 and deacribed herein. 1.02 CKJALm ASSUIAlfC! AIID RDJIR!M!NTS A. Per.it■ and Fee■ 'Ibe Contractor ahall obtain and pay for any and all per.its and all inspection■•• required. B. Manufacturer'• Dirtttion■ Manufacturer'■ direction■ ■ml det■il.d drawin1• . ■hall be followed in all c■ae■ where the •nu- facturer■ of articles u1ed in thia contract furniah direction■ coYerina point■ not ahovn in the drawin1■ and a,-ctfication■. C. Ordinance■ and Regulation■ All local, aunicipal and at.ate l■VII, and rules and regulations IO'f'ernin1 or relating to any portion of thia wark are hereby incorporated into and •de a part of theae ■pecificationa and their prOTiaiona ■hall be carried out by the Contractor. Anythln1 contained in theu apeclflcat1ona ahall not be con- ■trued to conflict vith any of the ■bowe rule• and regulation• or requireanta'of the ■aae. Ho~•er, when th•-apecificationa and dra"'1n1• call for or 4eacribe •teriala. vorkaanahip. or conatruction of a better quality, hi1her atandard, or larpr aize than la required bJ tlle abott rulea and reaula- tiona, the proY1aion■ of theae apecificationa and 4r■vtn1■ ■hall take precedence. D. Lplanation of Drawing■ 1. Due to the a.cale of the dravtnp, lt 1■ not poa■ible to indicate all offM!ta, fitting■, aleeTH, etc,, vhich •J be req11ired. The C.Ontractor ■hall carefully ln• .. tl1ate the atractural and fini■hed condition■ affectins all of hi■ work and plan hla work accordin1lJ, furniahlag such fittin1a, etc.•• •J be required to -.et auch conditiOD■. Dravtnga are ,enerally dla1r-tic and indlcati•e of the wrk to be inatalled. The writ ahall be lnatalled in aach a aanner aa to awo1d conflict■ between lrrt1atlon ayateu, plantina, and architectural feature■, 2. 'Tbe word Architect aa uNd Mr•1n ■hall refer to tbe Owner'■ authori:u-d repreMntati•e. ' 3. All work called for on the drawing• bJ notea or detail• ■hall be furniahed and inatalled whether or not ■pecif1callJ aentloned in the apeclficattoaa .. 4. The Contractor ahall not vtllfally lutall the irrlaatlon •J■tin. aa ■hD'lffl on. the drav:1n1■ when it la olntoua in the field that obatructlon■, 1nde difference■, or dlacrep■ncle■ lo area dianaian■ est■t that ataht not haTe been -con■idered in the irr11attoa dealan. Such ohtruction.a or difference■ abould be brought to the attention of t.h• Owner'■ authoriEed repreaentati•e. In the e•ent this notification la not perforaed, the trrt1atlon contractor ■hall aa■uae full reaponsibilitJ for ■nJ rewlaion■ nece■nrJ. I .03 SUllll1T.US A. Katerial Li■t I. The Contractor ■ball furaiah the article■, equlpaeat, •terlal■, or proceSN■ iapecifled by uae in the dravtn1■ and apeclflc.ations. lo aab■tltatlon v:1.11 be allOWll!d v:lthoat prior written appraul bJ the Architect. 2. Coapl@te •terial Hat l■h■ll be aubalttedl prior to perfondn,: ■nJ work. Ni■tertal liat ■hall iaelode t.be aana.factarer, aod.el n•ller. and •eecription of all •tertala and ■qaipant to be UNd.: Copie■ of cataloS inforation a,_11 not be aab■titated for the •terlala llat, and will be rejectad u unacceptable. 3. EqulJaitnt or •teriala iutallecl or furniabad without prior appro•al of the Architect •J be rejected and the Contractor rf1,uired to reaa.e such •terial■ frm the ■ite ■t hh own Hpen■e. 4. Appronl of ■nJ itea. alternate, or aub■tltate indicates only that ti. product apparently aeeta the requlr-nta of the drawin1• and ■peclficationa on the ba■i■ of the lnfotNtion or ■--plea aut.itted. 5. Kanuf■cturtt'• w.rrantie■ ahall not relie•e the Contractor of hi■ llabtlitJ under the guarantee. Suc;:h nrrantlea ■hall onlJ ■uppleaent the 1aarantee. B, Record Drawtap 1. The Contractor ■hall pro•ide and keep up to date a coaplete •record" aet of blue line ozalid print• which aball be corrected dailJ and ahow e•erJ change fro-tha ori1tnal dr■v:in1■ and ■peelfic■tlon■ and the euct locatiena, ■ize■, and kinda of equt.-ent. "lbeae dr■win1• ■hall ■bo aene aa vork progrea■ aheet■ and ahall be the hula for aeuureaent and pAyant for work coapleted. This aet of drawing• ■hall be kept on the ■lte and ahall be ued only a■ a record ■et. 2. The Contractor ahall Mke neat and legible annotalona thereon 4ailJ aa the vork proceeds. showing the work ai, actually inatalled, These drawings ahall be awail■ble ■tall t.1-s for inspection and-ahall be kept in a location deat1nated by the Architect. 3. Before the date of the final in■pec;:tlon. the Contractor ahall tranafer all info~tlon froa the record printa to ■ aepia -,1ar or ■Jlar procured froa the Architect, All vork ■hall be neat, drawn in wterproof ink bJ a tedmic■l ink pen designed apedfically for uae on a,lar •tll!rlal. Vorlc coapleted in felt tip pen or ball point pen will be rejected becaaae of the non-peraa.nt nature of both dHice■• All vork shall be auject to approwal by the Archit1■et. 4. The Contractor ■hall diaenaion froa tvo per-anent point■ of referenc;:e the location of the followin1 lteiu~ •· CoMectlon to eslatina water line, b. Connection■ to exiatin1 electrical power c. Gate Tahea d. Routing of preanre •in line pipe e. Sprinkler control •■l•e■ f. Routing of control and «-:>n vi.re I• Quick coupling T■l'l'ea h. Bac;:kflow pre•enter :t. Other related equipaent u directed by the Architect S. On or before the date of the final inapection. the Contractor ahall dellwer the corrected and coapleted aylara to tbe Architect. Deli•erJ of the aylara rill not reline the Contractor of the reaponstblllty of furaiahina required inforaatlon that •J be oaitted frDII the print■ he coepiled at the ■lte. aoa-u N"'1'11DON■o ,_cLIAfll'flllff., C. Controller Oiarta 1. Record drawtna• ■hall be approwed by the Architect before controller charts are prepared. 2. Prorlde one controller rhart for each controller ■upplied. 3. 11le chart ahall ■how the aree controlla-d bJ each antcaatlc controller and ■hall be alz4td •• dea11n.atad by each auto.tic controllei or ■-... i1nated by the Owner'• authorized repreHnt■tilfe. 4, The chart 11 r.o be reduced drav:ina of the actaal record dravlna■. How .. r. in the •-nt the controller a,squence 1a not lealble vhen the drav:l.01 la raduced, it ■hall be readable when the controller chart ta coapleted. S. The chart ahall be a blackliae or blaeline oulid print and ■ different color ■hall be uaed to indicate the area of cowerap for each ~Control •al Ye ■tatlon. 6. When coapleted and appro.aif, the chart ahall be ... 1ec1 by a plaatic laainatlna proce■a. The plaatlc laa:tnatiq aheet.■ ah.all be a ■int .. of 10--m.1. thicltn••• each, D. Operation and Nalnte-nce r 1. Prapere and deliffr to the Architect within ten calendar day• prior to c•pletion of construct- Uon, two hard ccwer biadara vtth three riq■ uch containtna the follovtn1 tnforatlon: a. Iadez ■hNt• atatina Contractor'• addr ... and telep~ nuaber, liat nf aquipaeat v:ith aaae and addr--• of local •nufac;:t- arar'a rapra•nt■ti•••· b. Cat.dos and part■ abaeta on Her, •t•rial and ■qali-at tn■talled Ulldar thi■ contrac;:t. c, Guarantee atat~. (Section 1,05) d. Coapleta OJ111ntln1 and •inteaanc:• lnatructlona on all •jor piacaa of aqalpaent. 2. In •ddltion to th■ abow .-ntioned •intnaac• •nual, prcwlde the o.n.r'■ •lnt.-nc.• paraoan.l Vith iutruction■ for •jor 9qv.i,-.nt ud ■bow ■Yid■nce in vritlna tot.ha Architect at th■ conclnsloa of the project that tM• aar- wlce ha■ bean rendered. !. lgu1-Dt to be P1aniahad l. SapplJ ■• pert of thla contract th■ followtna tool■: •• Two aata of apecial tool■ required. for ra- mYing, diN-■-blln1. and adjuatlq HCh type of aprlalr.ler ud nlT■ 1n■ta11ed under thi• contract. b. Two flwa-foot n.ln kaya for oparation of a•te ul'I'•• (u raquired), c. Tvo bJ• for Nc;:h aut~tic c;:oatroller. or anc.loaure d. Sis quic;:k coupler k•J• ad •tchtna hoN M•ela for each type of quick couplina nl •e inatalled. 2. The sbo•e •ntloned equlpaent shall be turned o•er to the Owner at the conclualon of the pro- ject. Before final inapection can occ;:ur, e•id- ence that the Owner ha■ recei-d •terial -■t be shown to the Architect. 1.~ PROrut'T DELIVEIY, STOIAG!1 lJfD HAIDLIJIG i,.. Hand.Una of PVC !!I!!, and Fltt1y■ The Contractor ia cautioned to eserciae care in handllna, loadlna, unloading, and atortng of PVC pipe and flttln&•· All PVC pipe ahall be tran■ported in a Yehic;:le whic;:h allow the ln1th of pipe to lie flat ao •• not to aubject it to undue bending or concentrated e~ternal load at an7 point. Any ■tttion of pipe that ha■ been dented or daaaed vi 11 be discarded, and if inatalled, ■hall be replaced with new piping. 1.05 GUWNTEE A, Th■ guarantn for the aprlnkler irri1ation s71tea, shall be •de in accordance "1th the attached for■.• The general condition• and auppleaentarJ conditions of the■e ■peciflc■tiona ■hall be filed with the Ovner or hi■ representatiwe prior to acceptance of the irri1ation ayatea. B, A copy of the guarantee fora ahall be included in the operations and •inten.anc;:■ •nual (Section 1.03, D). C. The auarantee fora ah.all be re-typed onto the Contractor'■ letterhead and contain the followia1 infor-aation: GUAIWfI'EE FOR SPIIND.ER IRIICAnctl SYSTEM Ve hereby 1uar■ntee that the aprinkler aJ■tea ve haYe furniahed and 1n•talled la free froa defect■ in Mteriala and vork:aanahip, and the work haa beea coapleted in accordance with the dra"'1n1• ud apecifi- cation■. Ve aarn to repair or replace ■DJ defect■ in material or work111&nship which may develop during the period of one year frO!II the date of acceptance and also tn repair or replace any d■IIN!llge resulting fr011 the re- p■1r1nJ or replec1ng of such defects at no additional coat.to the °"'ner w. shall C111ke •uch repairs or re• placements within a reasonable t1-after receipt of written not1ce from the Owner. In the event of our failure to uke such re~airs or replacements ~ithin a reasonable time after receipt of written notice fr011 the Ovner, we authorize the Ovner to proceed to have said repa1rs or replacrmenta ude at our expense and - will pay the costs and charges therefore upon de11and. (The above statement 1s to be followed by the project name, location, signature, address, and telephone number of Irrigation Contractor, in addition to the date of acceptance). PART l -PRODUCTS 2.01 MATERIALS A. General Use only ne,,, Ntertals of brands and tJpes noted on th~ drawings, specified herein. or approved equals. B. PVC Pressure Nain Line f!.E!!. end Fittings 1. Pressure main line piping for sizes 2-inches and lar9er shall be PVC Class 315. 2. Pipe shall be 11ade from an NSF approved Type 1, Grade I, PVC compound c;:onfoniing to ASnf reain spec.lfication Dl78lo. i,.ll pipe ■ust -.t reqnirenents aa aet forth in Federal Specifica- tion PS-22-70 (Solvent Weld Pipe) vith an appropriate standard di•nsion (S.D.R.) 3. Preaaure Min line piping for ■izea 1-1/2 inch ■nd -Iler shall be PVC Schedule 40 with ■ol vent -ldad joint.a. 4. Pipe ahall be •de frm NSF approwed Type 1, Grade 1 PVC c011pound conforaing to AS'IM reatn specification 1785. All pipe wst _.t requireaents aa aet forth in Federal Specifi- cation PS-21-70 (Solwent-Weld Pipe). S. PVC aolttnt-weld fittinea ahall be Schedule £0, 1-2, 11-1 NSF approved confon1tn1 to AS'IM teat proc;:edure D2466, 6. Solvent ce.ent and primer for PVC solvent-weld pipe and fittlna• shall M of the t7pe and Installation aethods perscribed by the unufacturer. 7. All PVC pipe aust Mar the follovtna •rkings: •• Nanuf■cturer'• n•• b. Noalnal pipe ■1ze c. Schedule or cla■a d. Pressure r■ttna in PSI •· NSF {Matlbn.al Sanitation Foundation) approval f. Date of extrualon 8. All fittina■ ■hall bear the Mnufacturer'• n■- or tradaMrk, Nterlal destination, size, applicable I.P.S. schedule anj NSF aeal of 1pp'rov11'1. C. PVC Non-Preaeure Lateral Line !!..2!!!s, I, Non-pre■aure burled literal line plpin1 shall be PVC ela11 200 •ith aolvent•weld joint■. 2. Pipe shall be aade fros NSF approved, Type 1, Gr.ade 11 PVC CO!'lpound confonung to AS't'Pt resin specification DJ 784. All pipe l'IUSt 111eet requirements set forth in Federal Specifi- cation• PS-22-70 with an appropriate standard dimenaion ratio. 3. Except as noted in paragraphs I of 2 of Section 2.0IC, all requireaents for non-pressure lateral li~e pipe and fittings shall be the s.■ae as for aolwent--ld pressure 1M.in line pipe and fittings as set forth in Section 2.01B of these specifications, D, !£!.!!. f.!.E!!. and Fittings I. Where indicated on the drawings, use red brass screwed pip,e conforming to Federal Sp,ecifi- cstion W-P-351. 2. Fittings shall be red br~ss conforming to Federal Specification W-P-460. £, Galvanized f.!..E:! Fittinss l. Where indicated on the drawings. use galvanized steel pipe ASA Schedule 40 mild steel screwed pipe. 2. Fittings sh~ll be medium galvanized screwed beaded 111,11,lleable iron. Calvan1z~d couplings -Y be ir1erchant coupling. 3. All galvanized pipe and fittings installed below grade shall be painted with two coats of Kopciers so Bitufflastic. 1. Cate valves 3-inches and s111aller shall be 125- lb. SWP bronze gnte valve v1th screw-in bonnet, non-Tis1ng steon and sol1d wedse disc, have threftded ends, and be equ1~9ed with bronze wheel hand I e, 2. Cate valwes ]-inches and sNller shall be similar to th~se manufactured b, N1bco or approved equ11l. 3. All aate valves shall be installed per install- ation detnil. G. ~ Coupling Valves Quick coupling walves shall have a brass two•piece bod, designed for worklnR pressure of 150 PSI oper- atle vith quick coupler key. leJ ■ize and t7pe shill be as shovn on plans. H. Backflow Preventer !!!!,U. 1. Backflov prevention units shall be of size and type indicated on the irrl11tion drawings. In- stall backflow prevention units in accordance with the irrigation construct1on details. 2. Wye strainers at backflov prevent1on un•ts shall hawe a bronzed screwed body w1th100aeah monel screen and shall be si■ilar to Bail, lOOA or approved equal. I. ~ ~ I. Swing check valves 2-inches end suller shall be 200 lbs. \IOG bronze construction and replaceable composition, naoprene or rubber disc, and shall aeet or exceed Federal Specification WW-Y-51~, Class A, TJpe IV. 2. Anti-drain valve• ahall be of hea•,-dutJ vir1in PVC construction with F.I.P. thread inlet and Outlet. Internal parta shall be stainless steel with Bun■-N ae■la. Valve ■hall be field adjustable against dravout froa 3 to 40 feet of head. Anti-drain wal•e shall be si■ilar to the ling Bros. "CV" series or approved equal. J. Control Wiring 1. Connections between the auto.tic controllers and the electric control walves shall be •de with direc.t burial copper wire AWC-U,F. 600 volt. Pilot wires sharing the saae autoaatic;: controller shall be the aaae color, Cocaon wire shall be vhite in color vtth a stripe to -■tch the pilot wires with which it ii circuit- ed on the saae controller. Provide different -colors for each controller installed on the ~ projrct. In■t■ll w1re in accordence with valve unuf1cturer 1s apecifications and wire chart. In no case ahall wire ■lze be leas than 114. 2, Wirina ■hall occupy the aaae trench and ■hell be ln■talled along the saae route as pressure supplJ or lateral lines vhere,,er poa■ible. 3. Where aore than one wire is placff.in a trench, the wirlna ■hall be taped toaether at interwala of ten-f .. t. - 4. An HpAn■ion curl shall be provided ■t each wire coMec:t.ton. EJ:pan ■lon curl shall be of 1ufficiient l■n&th at each aplice connection at each electric control ••lw• eo that in case of repair, the val•e llanaet •J be broua}lt to t.ha 1■11rfaca wit.boat dial:oaNCtion of tM control vtre■• Colltrol viral ■-11 be laid lOONly in tr•ac.h vitboot atrau or atntchiq of control vira condactora 5. ill ■plice■ ■ball be •d• with laia.ird ST-03UL Saap,o,Tite win c;:onuc;:tor with PT/SS ■-l■r or appro..t equal, Uae OM wira conNCtor per vir■ ■p11ce. 6. Fiald ■plic•• NtweR thll auto.tic coatroll■r and el.ct.rte control •alni■ vtl aot be Jlllnitt- ad vtthoat prior approwal of tha Architect. [. Autcaatlc C.Ontroller I. Auto.tic controller ab.all be of alu and tJpe ahowa on the drawia1 ■• 2. Fi!l■l location of aatcaatic controller aha°Il be appnwed by the Owner'• aathorimd repre.entat- ln prior to installation. 3. tJnlaa othenrlae noted on the plan•, the 120- wolt electrical power to the aut~tic control- ler loc■tion •hall be famished bJ otber■• The final hook-up of the aatoaatic;: controller to the 120-•olt power source ahall be the re■poam lbilitJ of the irrigation contractor, L. Electric Control Val•e• l. Electric control ••l•ea shall be of the ■ize and trpe 1hovn on the dra"'1nga. • 2. Unlea■ othenrlae noted on plan or conatruction detail■, all eltttrlc control •al•ea shall hawe a •naal flov adjustant. 3. Prowlde and install one control Talff bol for each electric control T■lYe, K, Control !!!!!,!2!!!, 1. Uae lO"sl0-1/4• round bas for all 11te wal•••• C..raon Induatriea 910-121 with grHn bolt down COffr or appro•ecl equal. Exten■ion sleeYe ahall be PVC-6-inch llinlaa ■ize. 2. UM! 9-l/2•s16"slt• rectan1ular box for all elec:tric c;:ontrol Yalwea, Car90n Indu■trle• 1419 128 with 1reea bolt down co.er or appa-d equal, N. Sprinkler Hoda 1. All sPrtnklar heaU ahall be of the alze, tJpe, and deli••r the ■-rate of precipitation with the di■-ter (or radiua) of apraJ, pre■lhll'e, end dlachar1• in G.P.M. •• ahD'lffl on the dra- in■• and/or specified in the■e apecial pro•ls- iona. 2, All apray tJpe aprinklera 9hall hawe a acrev adju■taent. 3. 11Nr/11Vin1 joi■t a■..,.bllea ahall be fabrica- ted ia ac;:cor .. ace with the irrtaatlon con■truct ion detail• ahmm on the dravtna•• 4. liNr nipple■ for all aprlnkler hesda ahall be the ■-alu aa the rlHr opeatna ta the aprlnkler body. PART l -EIECll'TIOM 3.01 INSP!tTlc■ A. Site Condition■ l. All scaled di•n■tona are approd•te. The Con- tractor ■hall check and Mrify all site diaena- lOll■I and recei•e i,.rchitect1 s approwsl prior to proceedin1 with work under thla aection. 2. ExarciN eztr.-c:ara la esc;:awatina and wrktn1 n•r e1latiq utlliti••• C.Ontractor ■hall be raapo111lbl• for daaps to utilltlea which are cau■-d by hia oparatlona or neglect. Cleek axiattna atllltie■ dravin1■ or call utllitlea coapani•• for axl■tiq utility location•. 3. Coordiaata iaatallatlon of aprinltler irrt1ation •teriala, lncladla1 pipe ■o thar■ ■hall be no latarfareace with utilitl•• or other conatruct- ioa or d1fficaltJ ln plantiq trff■, abrv.ba. and lrol&Ddcoqra. 4. TIie coatractor ■ball canfally chack all aradH to Nti■fJ h1-lf that ba •J NfalJ proceed before atartla1 work on th■ aprlnlller irrlaat- loa ■JI~. 3.02 PID"AIJ.TIC.- A. PhJSical 1.-yout 1. Prior to in■tallatlon, th■ Contractor aball atat.■ out all preaaure aupplJ line■, routtna, 'and location of aprinkler head■• z. All layout ■hall ba appro•ed by Architect prior to in■tallation, B • .!!!..!!..hJ!.e!I. 1, Spriaklar irr11atlon ■J■t• shall be connKtad to nter aupplJ point• of connection•• ahovn on dnwtnaa. 2. Couectlona ■hall be••• at approsl•t• loeat- tona aa abowa on the dra-.d.aa•• Contractor la r■-■poo■lbla for alnor chan1•• c.allHd •1 actul alt• condltioaa. c. Electrical §.m!I. 1. !lectrical conaectlOlll for auto-■tic controller ■ball ba •de to electrical point• of connect- ion aa ■hown on the dnwin1•• 2. Coan.action■ ■hall ba -4■ at approslaata locat- iODa u ahOlffl on tba dnwln1a. Contractor la reaponaible for aiDor chanaH cau ... by actul alt.a condition■, 3.03 UfSTALLATICII A. Trenchinl 1. Dia trenches atraiaht and aupport pipe continu- oa■lJ on bottoa. of trench. Lay pipe to an effD. arade. Trenching esca•ation shall follow laJQtlt ind.i~t.ed on the dravinga and as noted. 2. ProYide for a lliaim co•er of 18-inchea for all preaaure aupplJ linea. 3. ProYide for a ainim coYer of 12-lnchea for ■11 non-pressure linea. 4. ProYide for a llinima coyer of 18-inchea for all control riring. B. Backfillina 1. lbe trenches ■hall not be backfilled until all required teat■ are perforaed. Trenches aball be carefully backfilled with the ezcnated •t- erials appro•ed for backfilling, consiating of earth, loaa, ■■ndy clay. ■and or other appro•ed •terial■• free fra11 larae clods of eertb or atones. Backfill ahall be aec;:hanic;■ llJ coapec;:t- ed in landscaped areas to• drJ denaity equal to adjacent undietrubed ■oil in planting areas. Backfill vill confora to adjacent aradea vith- out dipa, aunken areas, huaps, or other surface irregularities. 2. A fine granular •terial backfill vill be lnitt allJ placed on ■11 lines·. No foreizn •tter larger than 1/2-inch in size vtll be peraitted int.he initial backfill. 3. noodtna of treachea v:111 be peraittecl only with approul of the Architect. 4. If aettleaent occur■ and subsequent djuataents in pipe. 'l'al't'e■, ■prinkler he■da. lawn. or plantina, or other conatruction aa nece■NrJ, the Contractor •hall ake all required adjuat- aents without coat to the Ovner. C. Trenchinl and Backfill• Under Padn@ 1. Treachea located under areas where pa.Tina. u- phaltic concrete or concrete will be inatalled. ahall be backfilled with sand (a layer atz- inchea below the pipe and 3-inche■ abon the pipe), and coapacted in layeu to 95% ca.pac- tton. uain1 .anual or aechanlcal toping dewlcea. Trenc:he■ for pipina shall be coapacted to equal the coapaction of the il!xiatiaa adja- cent undiatralied ■oil at1d ■hall be left ta a fira unJielcliq conditoa. The aprinltl.•r irrisa- tloa Contractor ahall Ht in place, cap, and preuure teat all pipina under parlq, prtOr to the pe't'ln1 work. 2. Geaer■llJ, pipin1 ander Hiat1a1 wall■ la done by jacldn1. llorina, or bJdraulic drirtn11 but where HJ cutt.in1 or break.ins of aidevallta at1d/ or concrete ia nece ... rJ it ahall be done and replacetl •r die Contractor•• part of the con- tract coat. Peraiuioa to cut or break ■lde vallta and/or concrete ■hall be obtained froe the Archi~t. lfo bJdraullc dri't'ln1 vill be per aittecl under nev cOflCret.e padn1. D. Aaaeablies 1. louti~s of aprinkler irrigation linea ea in . dicated 011 the drawi.nga ta diagr.-tic. In etaLi line■ (and ••rloua aaaeablles) in such a •nner ■a to confroa with the details per pl.au. 2. Install ao aultiple aa■eabllea on plastic llaee. Pro't'lde each aaae-blJ vtth tu ova outlet. 3. Iutall all aaaeabliea ■pecified herein in accordance Yi th reapecthe detail. In s► ■eace of detail dravin1• or apeclflcationa pertaining to apecific iteaa required to • coaplete vork, perform auch work ii\ accord- ance vith the be,t atandard practice vi th prior approYal of the Architect. 4. PVC pipe and fit.tins• shall be thoroughly cleaned of dirt. duat. and aoiatare before lnatallation. lnatallatlon and aolffnt-veld aethods ahall be aa ree~nded hy the pipe and fitttnB •nufacturer. 5. On PVC to aetal coMectloaa, the Contractor ahall work the •tal connections firat. Tef Ion tape. or appro•ed equal, ■hall be U9ed on all threaded PVC to PVC, and on all threadN PVC to aetal joint■. L11ht wrench preuure i■ all that ia required. Where threaded PVC connection■ are required. u■e threaded PVC adapter■ into which the pipe •J be velded. !. Line Clea.ranee All line■ ■ball b■n • ain1-pl clearance of 6- im:bea frm. uch other ud fro• linea of other tndaa. Parallel line■ ahall not be it1■talled dir.ctly ower one another. F. AutOMtic Controller Inat■ll per •nufacturer • a inatructiot1■• Reaote control Tal•e• ■ball be connected to controller in nuaerlcal sequence a■ abown on the drawinp. G. High Voltage Wlrins !2£. ,ht~tlc Controller 1. 120-volt pover c;:oMection to the autOMtic controller shall be prodded br the lrria■- tion Contractor. 2. All electric.al work shall confon. to local codea, ordinance■, and union authorities ha•inR jurladlction. H. Rea,•e Control .!!!?!!. Inatall where ahown on the dravinas and per de- tail. When grouped together, allov at leaat 12- lnchea between Yal•e boxes. Install each re.ate control •al•e in a separate •■lve box. I. Fluahing of Syatea 1. After all nev aprirllc:ler•pipe lines and risers are in place and connected, all ne- ceaaary diTeralon vork haa been c;:oapleted, and prior to inata)lation of ■prinkler heada, the control nhes ahall be openff and a full head of water ueed to flush out the syatea. 2. Sprinkler heads shall be instdlecl only after flaahina of the syatn had been accoa plished to the c;:oaplete satisfaction of the Architec;:t. J. Sprinkler Heade 1, Install the ■prialcler heads as destanated on the draviaa•• Sprinkler head■ to be in■talled la thi■ work ahall be equi•alent in all reape,ct■ to those itea1Eed in the irri-gation equipaent legend. 2. Spacing of sprinkler huda ahall not ezceed the •xiaua ■a indicated on the drawinga. In no ca■e shall the ap■cinB exc~ the MZ i.aull recoaeaded by the •nufacturer. 3.04 TDtP'ORllJ REPAIRS The Ovner reaenea the riaht to aake teaporary repeira aa neceaaary to keep the eprinkler aystea equipaent in operating condition. The ezerc;:ise of this right by the Owner shall not relie•e the Contractor of hie reaponai- bilitles under the teru of the guarantee•• herein apecified. 3.05 EXISTING~ Where it ls necesaary to ezcaw■te adjacent to existing trees. the Contractor shall use all possible care to awoid injurJ to tree■ and tree roots. Ezca•■tlon in ereu where 2-tnch and larger root.a occur eh.ell be done by hand. All roota 2-inchea and larger in diameter, es- cept directlJ in the path of pipe or conduit, ahall be tunneled under and a hall be heBYllJ' wrapped 111. th burlap to preYent acarring or ezceaai•f! drying. Where a ditch- ing •chine la run cloae to treea hawina root.a ... 11er than 2-inches in diaaeter 1 the vall of the trench adja- cent to the tree a hall be hand trl~. Wins dean cut■ throuah. loota 1/2 inch and ltrger in diaaeter ■hell be painted vith tvo coats of tree aeal. or equal. Trendies adjacent to treea should be closed within 24- hour■; and where thia ia not possible. the aide of the trench adjacent to the tree ■hall be kept shaded with burlap or canwas. 3.06 FIELD QUALITJ·CXINTROL A. Adjustaent of the Syetea 1. The Contrac;:tor ■hall flaah and adjuat all apriakler beads for opt1-perforaanc;:e and to pre•ent o•er■pr■J onto -1u, roadvaJ•, and building• u 1111cb aa pouible. 2. If it la deterained that adjuataenta in the irrta■tlon equipaent vill prowide proper and aore ■dequate cower■ae, the Contractor •J alao includa chanaea in noz.z:le ■izea and dq;ree• of arc aa required. • 3, Loverina raiaed aprinkler head• bf the Contract a.ball be accoapliahed within ten dar• after notlflcatlon by Omer or Architect. 4. All ■pr1nkler head■ shall be Nt. perpendicular to fillliabed 1rade unleu otbenr.lae dHiSnated on t.ha pl.an or u required for proper cowerase (■lopu, etc.) B. Teat.in& of Irription Syatn 1. The Contractor ■hall r9que■t the pre■enca of the Architect in writina at leut 48-houre in adT■nce of any te■tia1. 2. Teat all pr■Hure lia■ under hJdroatatic prea- aure of 150 pal and pro•• watertight. Note: Testina of preuare aain line pipta1 ■hall occur prior to inatallatlon of el.ctric control wal.aa or quick coupl- ina nhe■• 3. All piping under pe'led ar ... ■hall be teated under hydtostatic preaaure of 150 pal and proTed watertight, prior to Jla't'in&• 4. Sutain preuure in teated liH■ for not le•• than two-houra. If l..it■ dewalop, replace joint• and repeat teat until entire ■rate■ la proweo watertight. 5. All hydroatatic teats shall be -■de oalJ in the presence of the Architect. No pipe ■hall be backfilled until it baa been obaerttd, teated. and appro't'ed 1n writing. 6. Contractor ■hall furniah force puap and all other teat eqaipaen.t ntt.esNrJ. 7. When the sprinkler irrigation ajata i• coapleted • perform 8 co't'era1e teat in the pre. aence of.the Architect, to det■raine if the water cowerage for planting aru• is coaplete and adequate. Furnish all •terial1 and perfora all vork required to corr.ct anJ inadequacies of co•erage due to the deTiatton froa plana, or where the ■J■t• baa been willfully installed aa indicated on the drawing when it 11 ob•iou■lJ inadequate, vithour bringing this to the attention of the Architect. Thi■ test ahall be ■ccm.pliahed before any 1roundc0Yer la planted. 8. Upon coaplet.ion of each phase of vork, the entire ayatea ahall be teated and aajuated to •et site requir~nts. 3.07 HAINTENAHCE A. The entire sprinkler lrrigstion ayatem shall be under full auto1■11tlc operation fore period of seven days prior to any planting and for qo days efter inspection to begin uintenanc;:e period. B. The Architect reserves the risht to waive or short- en the operation period. 3,08 CLEAN-UP Clean-up shall be made as each portion of vork progresses. Refuse and eicesa dirt shall be reaoved fro■1 the site, all valks, and paving shall be broomed or washed dovn, and any damage sustained on the vork of others ahall be repaired to original conditions. ,, 3.09 !!!!.\!. OBSERVATION PRIOR TO ACCEPTANCE A. The Contractor shall operate each syate■ in its entirety for the Architec;:t at the tiae of final in- spection. Any iteaa deeaed not acceptable by the qualified observer ahall be reworked to the complete satisfaction of the Architect. B. The Contractor shall show evidence to the Architect that the Owner has received all accessories, charts, record drawings and equipment as required before final observation can occur. 3.10 OBSERVATION SCHEDULE A. Contractor shall be responsible for notifJing the Architect in &dY&nce for the following observations according to the time indicated: 1. Pre-job conference -7 days 2. Preasure supply line inatallation and teating 48 hobrs 3. Auto1111tic controller installation -48 hours 4. Control wire installation -48 hours 5. Lateral line and sprinkler installation - 48 hours 6. Coverage test -4B hours 7. Obserwation to begin •intenance period - 7 days 8. Fin.al Obaer••tion -7 days B. Yben observation■ h■•e been conducted by other than the Arc;:hitect, show Hidenc;:e of when and by whoa these obeer•ations were •de. C. No obsen~tion will c~nce vithout record drawing■. In the e,,eat the contrac,or calla for an obaerYation without record drawing■, vitbout coapleting pre•ioualy noted corrections, or without preP9:.ring the ayatea for obaervatioo, he ■hall be responsible for reillburaing the Architect at the rate per hour {portal to portal) plus tranaporta- tion co1t1, for the inconwentence. No further obser- ntiona vlll be echeduled until thia char1e has been paid. END .109 ilaA-~ CO! HIO"•TM MEVISEO 110CT■7 AT 18:ol ■Y .■• DEPTH Na. Date Revision Tho Collaborative _, Inc. Planmng Urban Das1gn landscape Arch11ecturc Hi111bltat RMtorat,on 129 Avamda v,etona Sulla B San Chtmcnlc C.\ 92672 (714) 366--66.,4, (619) 726-1938 Fax: {71<1)~ Project: Castaways Bluff Top Trail Restoration Taylor Woodrow Homes Sr-!Trtle: Irrigation Specifications Job: Draw: Dale: Scale: Checked: Sheet: or: 95-0ilo tcw; 2-2-96' ,1 1$ z C ~ lJJ rn Il ! ..... 0 :0 ~ z G) I -- I - / I -- Planting Notes 1. 2 3. 4. -QI V Contractor to space plants In random groupings white utlllzlng minimum spacing as a guide. Pf~t material may be spaced at further distance to allow sufficient area for hydroseed establishment and maturity. Alf denoted square footages are approximations. It is the responsibility of the contractor to field verify measurements. Contractor to ;nstaff container plants under the direction of the Landscape Architect or Biologist. Contract will provide complete coverage of native hydroseed on all areas to the bluff side of the trail. Indicates approximate location of pull-box Area6 E'IMLD'llfi Atr/en Enc cal Erl fas /so arb Nas put Sua tax Totals 540SF Quantity 1 • 7 0 3 Area 1 Plant Types Quantifv Atr/en Enc cal Erl fas /so arb Nas put Sua tax Totals 2 11 2 ·4 54 4 77 ~ > ---t-- _., IXl I ---- ----- .• ___ .. -· l :,. ·. ' ) ---) --,---...--.• , .. Area7 Plant Tvees Atrlen Enc cal Erl fas Jso arb Nas put Sua tax Totals 1974 SI" / \ Qusnfitv 4 27 1 11 134 10 187 Ar918 PlantTvpes Air/en Enc cal Erl fas Jsoarb Nas put Sua tax Totals Ar9a 9 (Bluff Restoration) 28,855 Sq. Feet (Total of a/13 shSBts) Pfant TVDBS: Air/en Enc cal Erl fas /so arb Mimaur Nas pul Sua tax Total . Ouantitv 67 400 19 160 220 0 147 866 --·--_,.J 1241 SF Ouantitv 3 17 1 7 84 6 118 -- Special Note: All Baccharis pi/u/aris and Ceanothus to be planted per the horticultural spacing as indicated in the legend. However both species shall be \ planted;• away f~~!:;:~ a~~ tra,7~, .J _, __ -~-· PLANT LEGEND ResldentlaVTraH ln1'9rface Swnl>ol Botan/cal Nal1"' TREES ·----- 0 Eucalyptus citriodora SHRUBS Common Name Lemon Scented Gum . ' (~adch~ri; pilu~~s 'Twi~ Peaks'_ ~~yote Bu~~ ii, Ce;~otfilis gloriosus Point Reyes Ceanathus Cistus purpureus Orchid Rockrose Clstus hybrldus White Rockrose limonium perezii Sea Lavender Rhus integrifolia Lemonade Berry Rosmarinus officinalis Dwarf Rosemary 'Prostratus' Rosmarinus officinalis Tuscan Blue Rosema,y 'Tuscan Blue' Restoration PJarr6ng Symbol Botanical Name Common Name SHRUBS Atrlplex lenY°formls breweri Brewer Saltbush Encelia califomica California Encelia Eriogonum fascicu/atum Flat-Top Buckwheat • Jsomeris arborea Bladder-Pod Mimulus aurantiacus Sticky Monkey Flower Nassella pulchra Nassel/a Suaeda taxifofia 'Suaeda See sheet 13 for hydroseed mix. \ ,,-1 J19_ --r • 15 gal. 5 gal 1 gal. 5 gal. 5 gal. 1 gal. 15 gal. 1 gal. 5 gal. Size 1 gal. I gal. 1 gal. 1 gal. 1 gal. plug 1 gal. SeactJa As shown 5'oc. 4'o.c. 3'o.c. 3'o.c. 2'o.c. As Shown 3'0.C. 3'o.c. Spatlng B'o.c. 6'o.c. 6'0.C. 5'o.c. 3'o.c. 3'o.c. 3'o.c. I I . I . ..... __ ,_ . .> I I I 22 I ,.._,__..,,, ----=-"'-·· ... ' f' \ No.Dale- -Colll-- Wntlnc. Pia""'"" um.i DeliQn Llfldlcape M:hitecture Habitat Restorabon • 129 Aventda Vlctona, tB San Clemente, CA 92672 (71')366-6624 Castaways Bluff Top Trail Restoration Taylor Woodrow -Tlle: Planting Plan Jab: . 95--080 Dia: ~= 1-23-98 ... , 1•==20•-o· a : r 01: 15 ~ I ~ ::::: e _i;: I lt::: ~ Eli ·i J!! II) a a • ~ ., ► • • m 0 2 " ~ • 0 -< .. z C < • C ~ -0 " '" ' > .. " • 8 " .• 0 ~ ,. • < a z :Y, C s < 0 0 m " • 0 ~ ' > ,~, • a 0 m " 0 < z C [ ~ z _m ~ ~ ~ D a z " u ~ z ~ D r D 0 0 " u 0 ~ D z ~ < z _m n " s; 0 " z " u ~ z I 0 r 0 n 0 " u ~ 0 ~ 0 'h z ' r- ~ z m 0 p C ~ D " z " ~ p z I 0 r 0 n 0 " u 0 ~ 0 z ~ ~ ~ "' ~ 'II ~ ~ '< ~ \J\ ~ .... I' ~~ ~ 0. ~~ L C ~ [D m I] 0 I] ~ z Gl z C ~ [D m I] -...J ~ 0 I] ~ < z Gl tz ~::t,C ~-< < II\ [D m I] 0 I] ~ z G) \ I I l. I ~ ·•-~ I I I I I Area2 Plant Imes Atrlen Enccaf Eri fas /so arb Naspul Sua tax Totals 5250 SF Quantify 12 71 4 29 357 26_ 499 Area3 _,,.-~--.;::,,. 144() SF i:, ~ Zc, <.i • lo~ ~ ,,. _.?$ ,o,".J ,c, "f!'Y %~ -<)• -l, . ' ~ .... :\._ • ' •, '' ., ' \. \ '-. \ '' ... - Plant Tvoes Ouaofify Hydroseed Mix-No. 1 RESTORATION HYDROSEED MIX (Restoration hydrosesd to occur along south edge of trail along bluff top} Scientmc Name Artemis/a califomica Atriplex lentiformis ssp. breweri Enr;eJJa catifomica Eriogonum fasciculatum Etiophy/lum confertillorum EschschoJzia califomica /someris arborea Lasthenia califom,ca Lotus scopanus Piantago insularis Suaeda taxifolia Common Name California Sagebrosh Brewers Saltbrush California Ence/ia California Buckwheat Golden Yarrow California Poppy Bladderpod Goldfields Coastal Deerweed Wooly plantain Wooly sea-blite Total Seed Seed mix to include; 150 lbs.lacre Ecology Control Binder 500 lbs.lacre Wood Fibre Mulch Pounds af Seeds/Acm 3.0 3.2 3.2 1.0 0.85 0.85 1.33 1.33 0.53 3.0 1.0 19,31 lbs✓acre Afr/en Enc cal Erifas /so arb Naspul Sua tax Totals IMMEDIATELY FOLLOWING HYDROSEEDING WASH PlANTS WITH IRRIGATION BRIIEFLY. COMMENCE WITH IRRIGATION ON /1 DAILY BAS1S ON THE FIRST DAY FOLLOJWING HYDROSEEDING. Area 9 Bluff Restoration 3 20 See Legend on Sheet 12 1 for species and plant quantities 8 98 7 137 Hydroseed Mix No. 2 ORNAMENTAL HYDROSEED MIX (Ornamental hydroseed to occur on north side of trail along_residentia/ Jots} Apply the following m,x to all shrub and ground cover areas on slopes. 4 lbs/acre 60 lbs/acre 100 lbs/acre 1,000 lbs/acre ALYSSUM "VIOLET QUEEN' ECOLOGY CONTROLS M-BINDER HY-GRO U.F. 38-0-0 FIBER PRO WOOD MULCH IMMEDIATELY FOLLOWING HYDROSEED/NG WASH PlANTS WITH IRRIGATION BRIEFLY. COMME!)ICE WITH IRRIGATION ON A DAILY BASIS ON THE FIRST DAY FOLLOWING HYDROSEEDING. WEED REMOVAL· Weeds, , shall be dug out from all pla"]t1ng areas by their roots wherever possible and removed from the site. Additionally, after the irrigation system 1s installed, the Contractor shaltapp!y a minimum of two (2) treatments of a satisfactory herbicide (rodeo, do not add surfactant) per manufacturer's directions in re- gard to concentration plus allowance □f an ample period· of time for effective performance prior to cult1vallon Prior to the applicalion of herbicrde, Contractor·shall water site for a m1mmum of two {2) weeks, maximum of three (3) weeks The site shall be maintained m a weed and Idler free condit1on during the construction penod. WeeCs shall be removed at frequencies adequate to prevent the maturation of weed seeds, or when weeds attain a physical stature wh'ch may interfere or compete wilh the growth of planted or seeded ma- terial. \ ' ,¢ PLANT LEGEND ResldentlaVTrall Interface Symbol Botanical Name TREES 0 E.ucafyptus citriodora SHRUBS Common Name Lemon Scented Gum --~-- / Baccharis pilufaris 'Twin Peaks' Coyote Bush • \~~ ' _/ . .. _ ___, Ceanothus gJonosus Cistus purpureus Cislus hybridus Umonium perezii Rhus lntegrifolia Rosmarinus offlcfnalis 'Prostratus' Rosmarinus officmalis Tuscan Blue' Restorarion Planting Symbol SHRUBS Botanical Name Atriplex Jentiformis brewer/ Ence!ia califomica Eriogonum fascicutatum lsomeris erborea Mimulus auranfiacus Nassella pulchra Suaeda taxifoffa Point Reyes Ceanothus Orchid Rockrose \M?ite Rockrose Sea Lavender Lemonade Berry Dwarf Rosemary Tuscan Blue Rosemary Common Name Brewer Saltbush California Ence/la Flat-Top Buckwheat Bladder-Pod Sticky Monkey Flower Nassella Suaeda Size Spacing 15 gal. As show 5 gal. 5'o.c. 1 gal. 4'o.c. 5 gal. 3'o.c. 5 gal. 3'o.c. 1 gal. 2' D.C. 15 gal. As Shown 1 gal. 3'0.C. 5 gal. 3'o.c. Size Spacing 1 gal. 8'o.c. 1 gal. 6'o.c . 1 gal. 6'o.c. 1 gal. !i'o.c. 1 gal. 3'o.c. plug 3'a.c. 1 gal. 3'o.c. ...0 __ :.-.., ... ,-... ' Special Note; All Bacch;ris ~ilularis ·Twin Peaks' a~-d Ceanothus g!~rios~ be planted per the horticultural spacing as indicated in the legend However ~ both species shall be planted 3' away from the wall and trail. "'/. 0 1l \, \ J-. '. ,, I -~ '1(( ·,, Bl :> l'_li_ \ 7B O ,{, <o>'. '{;, . •, • . . . l, -.---- ~ ~ ,, ,, . ,,. "'· "i~ ' 'L ' 'C' planting Notes 1. Contractor to spsce plsnrs Jn random groupings whlle utlllzlng minimum spacing as a guide. Plan! material may be spaced at further distance to allow sufficient area for hydroseed establishment and maturi!y. 2 3. 4. All denoted square footages are approxima!ions. It is the responsibffity of the contractor to "•Id verily measureme~ts. Contractor to install container plants under the direction of the Landscape Architect or Biologist. Contract will provide complete coverage of native hydroseed on aff areas to the bluff side of the trail. g) lncicates approximate location of pull-box. ..... ..,,. ... m,..,..."WE Rlvao...::"1ATt,_9Y ... DIPIN: 1 No. DIie Aetl1I: I &4-2!>-Qlv Tho Coll- Wntlnc. -U_,llfflgn 1..-,dtcaPf Archiiec:ture Habitat Restoration 129 Aventda Vlctolia, #B San Clemente, CA 92672 (714)388-8f324 Castaways Bluff Top Trail Restoration Taylor Woodrow 51.-Tlle: PLANTING PLAN Jell: 95-()6() DrM: T.C.W. 0.: 1-23-96 Scale: 1"=201-0" Cl-: -= 13 01: 15 ~ I ~ :::::: r:! i;;:: ~ i:::: ~ aS ~ I ~ II) ~ " ] 0 a T c, > ~ " .~ n ~ s □ ~ z ~ ' ~ ~ z I □ r □ i1 m n 0 □ e a ~ .. 0 ~ ,: □ il • ~ ' 0 z " .. C z a < i z C ;;;: OJ m JJ \ I 0 6:, (\ JJ ~ ~~ :fi" ::-I z ~ G) ~ iz ~-< C \J\ ;;;: ~ OJ m ):, J.J .... I' 1:11 ::,.. "'- ...... ~ "" !' -~ ~ ' ~ I\} ....... '\ ~~ 0 J.J ~ II-~ "l\ ~ < " t z G) ~~ z °\~ C ;;;: ~ OJ m :t, JJ ... I' 0 JJ ~ z G) Araa4 1950 SF Plant TYPBS Quantity Air/en 4 Enc cal 27 Eri fas 1 ,. /so arb 11 Naspul 133 Sua fax 10 Totals 186 Area 9 Bluff Restoratton See Legend on Sheet 12 for species and plant quantities Areas Plant Types Air/en Enc cal Eri fas /so erb- Nas pul Sua tax Totals 1500 SF Ouantitv 3 20 1 8 102 7 142 \ \ \ r ---', L ' ' !z,,' PLANT LEGEND ResldentiaYrraR /nterrace s.,,,bol Botanical Name TREES 0 Eucalyptus citriodora SHRUBS Common Name Lemon Scented Gum ~ (f3accharis pilularis 7win Peaks' Coyote Bush -::i '/: ~ ;~~o;:;;~~ Paint Reyes Cea=us .Q: Cistus purpureus Orchid Rockrose l1Ilillilllt t2I 0 ~ tlli Cistus hybridus Llmonium perezii Rhus lntegrifolia Rosmarinus offidnalis 'Prostratus' Rosmarinus officinalis 'Tuscan Blue' Restoration Planting Symbol Satan/cal Name SHRUBS Atrip/ex lentiformis breweri Encelia caJifomica Eriogonum fasdculatum tsomeris arborea Mimufus aurantiacus Nassella pu/chra Suaeda taxifolia Planting Notes W'/Jile Rockrose Sea Lavender Lemonade Berry Dwarf Rosemary Tuscan Blue Rosemary Common Name Brewer Saltbush California Encelia Flat-Tap Buckwheat Bladder-Pod Sticky Mankey Flower Nasselfa Suseda Spacing 15 gal. As shown 5 gal. S'o.c. 1 gal. 4'0.C. 5 gal. 3'o.c . 5 gal. 3'o.c. 1 gal. 2'o.c. 15 gal. As Shawn 1 gal. 3'o.c. 5 gal. 3'o.c. Size Spat:lng 1 gal. B'o.c. 1 gal. 6'o.c. 1 gal. 6'0.C. 1 gal. 5'o.c. 1 gal. 3'o.c. plug 3'o.c. 1 gal. 3'o.c. 1. Contractor to space plants In random groupings while utifizing minimum spacing as a guide. Plant material may be spaced at furt.her distance to allow sufficient area for hydroseed establishment and matun'fy. 2 3. 4, All denoted square footages are appro,dmalions. ft Is the responsibility of the contractor to field verify measurements. Contractor ta install container plants under Iha direction of the Landscape Architect or Biologist. Contract will provide compl~le coverage of native hydroseed on all areas lo the bluff side of the trail. G!I lndoates approximate bcation of PUD-box. See sheet 13 for hydroseed mix. Special Note: All Baccharis pilularis and Ceanathus to be planted per the -. horticultural spacing as indicated in the legend. However bath species shall be) , planted 3' away from the wall and trail. _, ,....,...,.m,..,...'Wl!IE ~NDCTl7AT1--~M 0Ell"IH; No.O.Revillan Tho c .. _ WHl:lnc. Planning umanoe11gn Landscape Archrtecture Habitat Restonltton 129 Awnida VIClona, #9 San Clemente. CA 92672 (714)366-6624 Castaways Bluff Top Trail Restoration Taylor Woodrow Planting Plan Job: 95-()6() llra: T.C.W. 0.: 1-23-96 Scae: 1"=20'-()" ~= a-14 Of: 15 ~ I ~ ::::: ~ i;:: §-I::: :t:: ::, iiS ~ I ~ (I) ~ ' rn m " a " ~ " > " z !" n l> C ~ 0 D " p D ,; z I 0 r 0 R " n 8 0 9 ~ D D 0 B " ~ • 0 < 7 0 C z " 0 '" ~ m " 0 a " ~ <> " C > < " 2 !" n ~ ~ 0 D " p D ,; z I 0 r 0 " n C 8 0 " D a D ~ 0 0 m ~ ' c, 2 0 C z s < 0 m " 0 a 0 ' ~ , • " z _m n l> C ~ 0 D z ~ D ,; z I 0 r 0 8 ~ n 0 0 g " n ~ D 0 E " ~ ~ s 2 a ~ C z " a I I z C s al m JJ 0 ~ £1 ~ ~ ~z t G) ~ l:, z '\i. '< ~ ~ \J\al ~ 93 ---r- ~ :,,... "'I-- ~ ~ I ' '-I ~ I ' ('-1 ~ -... ~ 0 t& JJ ~ ~~ z ~ G) ~~ z ~ '(, C s .II\ al ~ m JJ ~ ... I'- 0 JJ ~ z G) LANDSCAPE PLANTING SPECIFICATIONS _, I. u. III. -ol U1111 -1•1 -lU--Mnh en u lnt-,rel ,art ef tM 1,rtmnz,-plw Md wt N aarerullr oonal .. reil 111 •--act,. A• tlMlrwl t11. ..._ er t1M1 •-lrlc:eti_, rt l• the i11t.11t •f the -lr.lcaU-tlMlt1 ... •• W ppg oC conatnact.lftf aN inetalling th■ landac:ap1119 ._ ec111-1n •• •fflcl..t .,... .. u.rect.ory --r 1 ••1119 to t:,e lll9'Met -r-llM •UftlSaru. Dr UITWP Tifft' IIVSW aball a. ca.plat■ ia ... ry re J ~ to 't.be -t.iataet.1-of t.ba ownar. Armntln,ly, tlM' r-.u~nu of tlliai-■peclficat.lona, ara pa.rt. of a.. l&lllllacapa contract. SCOPE or "°""' A. :mt Plll included in 'theae Eptelf'icaciona aball eon.i■t. of u.. t11r11labift9 or all labor, tool• ... 'tairial■, pamJca, ,pp,.1ancaa, ta ... and all ot:ber co.ta, tor eon~,• and 1111fon ,►,■ at tu ti.Mor contnctl119 rt : ■aeery and •Fr• s l■ta for tlaa inatall■tian of th l.-c.aplll9 -Mnln •pacified end -on the • : n,tlb9 drawi.h9e dated: •· IQ pgy;J,1.TJ.a fraa ti.a.. ■pacif1cat.1one or froa tho ~91 ~t. or f'roa thai vwral condit.iona la ■utbarisad and no e,ucb: deviation a.ball N .. .s. unl-• t.ba writ.tan eut.Aori&ction, tberafore aiqne,d by the nt'her or bl• dllly autborla..S repre .. ntatlva, ba• been ob,~aJned in advanc.. CZJfDAI, COIIDITIONS: A. Ir:DenuxON or pyan u.P sncxnanrws: •• c:. D. E. F. c:. H. 1. 'ftw landaeape arcbi tact will interpnt tba -•n!.,v of any part of th• plana and apecificatiana about vhieb. •"Y ■launderaundinq _,. art .. , uMl hi• dec1■1on vill be final. 2. Sbould t:be,:e aps: 1r to be an error or di ■crwpanc:y in or Nb ■■n t:ha plana, apeci.ticatiana .Qlld plant:inq liata, t:M contraetor a.ball refer the aat::t■r to t:ba landacape arc::llitect. for adju.t:.e.nt befor■ prcc,1~1.nt' vit:h t.b■ work. Sbou.ld th■, contractor :a,,z t4 with the worlt wit.bout so rwf■rring t:be aatt■r, h■ do■• Rt on his ....,ponelblllty. W►IJTX OP IQIJ: TIie landacape architect eball b■ nccified at 1 .. •t tvio day■ prior to work --•rc-t, by 't))■ contractor and. prior to inapection •laita by tb• la.ndscape architect. All work ab.all N done in a 9DOCI won::aanl 1Jte aanner in accordance vi th all plans and spec:1fic:at1ona and beet conaider.l practice, ahall ... t vltll. tbe apprcwal oC the lanct.capa ardlit.ct and cwnar and aha.11 be 111 aec::ordanca witb. the r■quireaent.a or local bulldin9 codaa end 1--. Any MfectiYe ~Jr; vlll be r 1 • at: the contractor•• • s -■ -diracted by tJ>e l...S.C:.pe erdlitect. ft&Q ($; 'Tbe contractor will b■ reaponeltil■ tor obtaining-anr and all necesa&ry b11lldi"9 para.it■ t'roa tbe city or other 90Yenmental authoriti••· LiaDE rmIIIPSf Ii-fte contractor a.ball carry nec:e ... ry Contractor•• calit'omia Stat• Licen.e or C.rt.iticate tor type oC work liated, aQC:h a• the Land.-ca.pe Contractor•• Lic:ua.e. IISiltlrz: ancr:PIG?:! The contractor ahall carry all nec:e ... ry ecap■na■t.i'MI and liablllt.y insurance to COYer bl• wort:aen and work to tully protect. the ovner tro■ any poa■itil• daaa9• •~it 0f lien on the owner'■ propert7 in th• covrwa ot the work by th• ecmtrac:tor and vill ah.av the owner such evidence of abov• ind.teated lne.~r•ne■ eov•r•9• prior to initiating-vork. PR9PtRTX, C::C,, PftV!k"Z PTSDONSiftIXITX= 1. Tb■ contractor 1■ to protect at all ti .. • all •xiating utiliti••• atnct:ur••• tr ... , plant■ and oeh■r t■atur•• intended to reaain on and adjacant to th• jo~ •it• and t.0 r■pair or replace any da .. 9■d it-in • n••t and good vorkaanlik• aann■r durin, ■r.d du• to hi■ varlc on th■ job and b• allall aaauae ~11 daatge or injury that aay ra•ult to all ■uch property and/or to p■ raon.■ vbar■ ■uch ~9• o~ injury 1■ cau--S in connection with hi• work or ia due to bi■ nar;li9■ne• or to hi■ 1 .. vi119 open or u.nprotac:tad. portion■ ot' ■treet.a or other property. 2. Should any part of th• wort und•r thia contract be c1& ... 9ed tiy other contnc;t.ors, t:be contractor and party cauaincJ ■ucb. daaa9• ah.all aalca adju■taenU b■tve.n th•-•lv•• and no,:. vi'tll the owner relativ• to t.b• r■paira or r■c:onatruetion and payaent for ..... Pl9ffXZQCE 0[ SITZ= It i■ a■auaad that the contractor ha.a •i•ited th.a •it• and faailiariz■d h1-alf aa to th■ aita conditiona and ■hall bava verified all 41aan.■iona •• wall aa a..:.rtaining the -■n■ of getting into th■ sit• and any other ta~ra att.c:t.1.nq the work. Cr:GBrG!TI91 OF C'QS]'S: At. the tiae of euoatlon ot t.be contract, the contractor aball tua,iall to tll• ott'1ee of th■: owner, tor purp:c••• of ■ antJ.nv and 9dMdu.llnr,, a •:Jt ➔at■d coat -.cb.ctul• or klree:td lffl ot the contract. price, 11•ting the varic::iua : ~nta 1n tba plans •• .. 11 -anit prices of -cb. ; : MIDt apecitied. in a tora -ti•factoey to the owner. flier• ac:bedul-aball alao be ll8ell -'tJle baaia 1n tor.ll.ating t:!M: prvrJZ'-■ pew u to be -. to tl>e contractor end -coat bz t S aw aball be part ot tM conuact:. r:me, QI a,r:r· AftJ' artra• or cha ➔-fri:=-th.a contrac1: on tbe job ab.all b■v• tba prior approwal of' tJ>e landecape ucl>ii:.ct and ... t be •wzoued in vritinq br tJ>e lend pe uc!>ltect and _,,.r. ;,. UC::IID m,n, i:t tl:lia mcl:Z'1I or ➔• 199 1a to N done at u it.cz e coat c,w,er and u:rewe tu rmtract: r-, 't.b■ owner ■hall •1911 U.. COll't.ractor•• written r,oq: 't tor audl additional tanda tor ext:ra vorlc prior to ectually doin9 thie von. ,::. IITI TIDfflQI: TM rmtractar • in tlaa c:oana of bi.a vark, 1• to )c-..p tbe aite 1a a ,._'t and tidy condition a• aadl ae 1• praet.ieal M .. noe. to di~ t:M norNll ,....,. or tlM "'-Zzm.dinq llrNII br tl>e -or i,y othera. L. SID CXtlBIIQ';: Upon ccapletion or t:N won:, 'the contractor oball properly cl-n and tidy eudl wozlt end tl>e •urrounding ar■a• a..e. bf lib and z u • any or all ■xc.•• -t•riala, dirt, debrla fraa ti.. aib ar ta diepo-of .._ •• di~ bJ tl>e llllldacape ardlltect. It. 9D'R'S !IIIIIIJS• DUrin-, tbe coune of tJMi 1fllD"Z'k, any -■t■ri•l•, ■quipaent and -z,oic:aa -J' be pra-rided. by' th• -r and ..-bJ th• contractor in tJ>e jCll:>7 for such -■.Hriala, aqalpaent and Mr"Ylc.9, tllie contractoE 1• to qiv• crecUc to the owner at t.be atandard Cl&E'r'ent rat• for eudl 1-. Suell .,..1t, it urr, will aw-er in th• final llillin9 bJ tJ>e contractor to tJ>e _,,.r. N. V:!IS '"" sncxnonsw,t All landacaping includinr, planu, 9round COYera, aoll additiv-and other •iec•ll•-l...S.C:.pe 1-.i..11 lie prodded ud inetalled in •trict M:COrdanca with pl..,. and •peciricatiOM p,;-pered bJ -dated _. __ , o. C:PIGUs '%he owner llball Uv• t!le. ri9bt. to aaka alnor clul-1n t.lle lllJldecape .,_19n end 1-talleti-to insure practicality of deaip and for a-that:ic: ... _,. at na a&UU-1 cmt. • -·---------· IY. ■nClAL COIIDJTIOIIII •· GIIDJE 1 Cr.._ all •r•• ~ t11U,nt ■NI/er reaowl1111 Wl'JllllA Nil .. •••••• 'te ..... NI pn,,■r 9r ........ u.1,... ••• 1Nloah41 en th■ pla1111. Uftl•M otJMrwi- noted, rinbll ,nci. .... u M IMl-llerdecepe •• follDWII: 2• f■r 9raund cov■r •r••a, 1• for la1111 ar~•· I. "2llnllt o+ I CHI: '1'ttra aoll Mall Mt be worked Whe,n aoiat\lre content. 1• -9r.at. that •~•1Ye coapection will oc:c:ur Mr ahall it. M -dry that. duat. will occur and fora in tM air or that: clod• will not break r .. dily. llatar ab&ll N applied, tr ,-,cee-ry, to provide ideal aoi•tur■ content for tilling. c. Yr?O IDl?Y\L: w..cs., plua b■raMla 9r•-• etc., a.ball N d""I ""t fr-ell pl■ntinq tlr..e by the!r r-ta wber.,..•r poaaU.1• and raaowecS troa 'Che ai't■. lftlara nece....,ry to diacourA9• rlOCCUrence of thia aat.erial, tb• contractor all.all apply one or aore tr-taenta of • Htiat'ac:tory cbeaical per aanurac:turer'• dirwctiona in r.4Janl to cilac-1t..rat1on pl11a allow&IICII of an ~l• period at ti-for •ffect.iY■ perfora,artrea prior ta cultivation. The aite •ball be aaintainad in a ....S. and litter rr-condition during t.ba aaint■nane■ period. Weeda ab.all be r■-oved at trequ.enc:i•• adequ.&te ta prwvant. th• aatuntion of vead ....S.a .. D. PJ,P.,n· 1. 1•sncn011: Pl,"'ta .... 11 i.. •ubject ta 1 ... pect1on and apprcrval or r■ject.lon by landacap■ arcb.it~ at place of frovt.b an,d/or the projeet alt■ at: any tiaa betor■ ~r d\lrl14 prOIJX'••• or vork for alze, variety, condition, latent :Set~ and !njuri••· Jtajectecl planta llluoll i.. -reac,yecS rr-U• •it• 1-■diately. :Z. COHDrrIOIIS: Plants Mall be •r--trical, typical for v.-riecy and apec:iea, IIOWWS, beal'thy, vi90-roua, tr•• troa-plant di ..... , 1n■ect pe•U or their en• and ■ball bav• bealthy noraal root •Y•teaa, vell fllli14 their ccmtaln■r■, but not ta t.ha paint of beinq roo't bound. E. PBQTZCTIQN; Protect and -..int&in all plant• tron aun. d&'OU9bt, wind, th■t't, r.ain and h■■t at all tiae■ betor• and during plant1111J op■r■tlon. F. PI !KTTH<i ,mzrzre t I S P'PB nm 110 $KBIID'i; H. :. 1. Plant .. t■rlal■ in ~ntlti■ a and aiz•• •~it'ied ab.all, attar vr■di119 op■r.ationa, be apott■d approxiaat.•lY aa ahovn on th.-landacap,e dravlft9S and ar■ to l>a approved by th■ landscape arcttit.act be tore beinr, reaov..S fra. eontain■ra and excavating aoil for planti119. 2. All beclr.rill -t•riala llluoll be a1ze4 tl>orou911lJ on ait• befor■ uaing. PI.A.N'TTWG: 1. contain■r--grovn plant• to be planted in plant pit• 7'"i-\O (:2.) ti.a■• wider than plant container and a depth ot tvic• th• h■i9ht of pl■nt container. Plant crovn to be ali9htly bi9h■r ta■.n it• natural qrovinq baiqht attar ••ttl-n't. ::z. Prune plant■ a• 4ir.et.9d by landaeape archit.eet.. l. All plant.a ah.t.ll be vat■red 1-..d.iataly, be for• backflllinq plant.in, pita. 4. All areas r■c■ivi.ng plant• and/or hydroaeedlng ahall ti. aol•t ta a dapth ot ,• at ti-of plantinq. ,. Plant all planu 5' ainiaua fro■ irrlqa'tion head• (•lope• only). 7. Sc:ari fy th• •id•• of .. ch. root Nll prior to plan'tirMJ it clrcv.lar root l• avident. I. Plant quantiti•• on th• plan are for t.b• contractor•• ~•nianc■ and not qua.rant--S to be accurat.a. ,. Plant •yabol.a ta.ka prec:iadanc• over qu.antl'ti•• •pacified. All vork ■ball baa• directed by Olffler'• fi■ld repra-■ntat.ive, vbo ahall b■ appolnt.e prior to the c-=---nceaent or tlli■ vork. J. Cont.ractor ab.all aubl:.i t all aat■rl«l receipt.a t.o 1...S.C:.pe orchlt.ct. J:. P!IYTTIII£!: 1. llalnt.nance period .... 11 not becJin until entire i.ftatallatian 1• accepted by tba owner. 2. llalntenenee period .,..11 be !or tl>e tall-in9 ctunUon: to claya. All ptanu and plan'tlnt •hall be C)Uarant-■d tor 'the tollowi"9 du.ration. be<qinniftlf at the first day of tb••-int.nance period: a. Tr .. • and ahz"u.N, 15 9allon and laZ"9er ... l,o day• ~. Sllrlabe, 5 9allc:m and -■ller ...........•.. 90 dap c. ~round ccwer .............................. 90 days d. Lawn •••••••••••••••••••••••••••••••••••••• 9D daya All dead, daaa91■d or broken plant. aatarial, inc:lwlinq ■odd.: and ...Sad lawns and qround c:a,,er, aball be raplacad at. ho ••k intanala. 3. rertllb• wltll 2 lb•. act11al nltrDoJen per 1000 eq. rt. •t end or -20 day•. !Andacape architect . vill apec:ity type, dependincJ on -•aon. hrtora la•-C t■rtili&i.nq at and or Mintananee pec-lod 1n th• pr■aence ot' th• landscape arcbi tect. .. PLANTING NOTES 1. 2. •• 5. •• ,. •• 9. 10. 11. 12. 13. 14. 15. Le.ndacap■ contractar ■hall rapair and/or daa&9ed plant. .. t■rial ld'hich ia d ... 9ed lle<J liCJ<HICe. r■pl ■c• any 4ua to bi■ Landacapt contr■c:tar aball b■ backcharqlld for landacap■ architect'■ t.1-in loc■tinq ■ny landscape ■at•rlal •• raquaatad by th• construction aana9■r. Landacap■ c:antractor shall awmit all aaandunt quantity receipt:• ta conat.ruction ■ana9ar and/or landscap• architect far appraval. Contractor ■hall p■rf'or. all tartilizlnq in th• praaane■ or th• co~ion unag■r or land.scape architect. s .. Soil Preparation ll■quir--■nt: This ■h .. t. con'tractcr is rasi,onslbl■ fer 111.intain.inq all ar■as 1n a weed and clabris tr•• condition tb.rc:u9hout th■. aaintenance period. CS•• apeci!lcationa). P1ant ■y■bcla talta pr■cadence over plant qgantiti••• All plan ta ahall ba protected aqainst beat, sun, vine! and trost durinq tranapcirtati0n to th■ site and vhil• being held at the ■ite. Do not store plants in total darkness tor aor• t~ '2..'"19 day. Wiltad plant m.atari&l ■hall net be p~ anted or usad on th• project. Do not daaag• plant root !>all during transportation or plontin<;' process. Plant uterial aay be rej ect.■d At any till• "t:rf th■ landacape arch.it.act dQe tc ccndition, :ton or dm9• ·N:tore or attar planting. Landscape arch.it~ shall apprcv• !inal placea■.nt of all ~•, stlr'um and vin•• prior to planting. All. surtaea roc:lt and debris J• and larger ahal.l b■ ratOVed fraa plantinq areas and the.a fro■ th• sita. crown ot plant shall be 11 ishtlY b 1 oht"", attar settling, than adjaoont soil. P:una trees ■s d.ir~ed by l&ndsc.apa archit■1;:t after inspecticn. Remove vatar basins frOJD. all trees located in J.awn areas prior ta bydroseeding instal1ation. 16. Any and all da.maga in new and existing paving caused by th• cantrac:tcr shall be • the raspcnsil::iility ot 'the contractor and. ba ra:paired by the eontractcr. 17. Insta11 a.U c-ees and shrubs prior to plant.mg o:f gr0undcover and/or hydroseed~g. SOIL PREPARATION CASTAWAYS Ornamental Planting Area Soil Recommendations Recomm~ndations If surface soil compact10n has occurred, all are.es r.:i b~ !andscap:.d should be rippt!d or till::d rn a minimum 9• depth wherever possible. Prepls.nt surfa:: soil preparation AMQDJ\'T/1000 SQ FT 5 cu. yds. ru!.roi:.n s:z.!lihz:od sawdust derh•cd from redwood, fir or cedar 10 lbs. uebl: sup:rphospha1: (0--48-0) It 1s important that all th: above arncnim:ms b: cmforml::, broadcast and lhoroug-hly m~orporated to a 6' depth. Backfill mix for container rhrubs and boxed trees c,MOL'NTiCtl YD 0.8 c:u. yds. site soil 0.2 cu. yds. rurrogen s~bihzed sawdust per aboYe 1 lb. 0-48-0 2 lbs. iron sulfate .. •Iron sulfate can cause severe staining if it comes in contact with conere1c surfaces. The prepared backfill mix is tc be placed around the sides of the rootball. For large box tre!!:s use only in the upp:r 12" of backfill. The soil below th: root ball should be loosened ypame·nded site soil. Postplant fertilizer maintenance should begin approxim.at.ely 30 days after planting, Ammonium sulfate (21-0-0) at the rate of S lbs. p:r 1000 sq. ft. should be applied every 45 days, However. to ensure adequate soil phosphorus 11.nd powsium a complete fertilizer such as 16-6·8 should be substinned for th: ammoniwn sulfate in late f'all and again io early spring at the rate of 6 lbs. per 1000 sq. ft. AU fertiliz.er applications should b: made when the plant material is dry. Follow each fertilization with a thorough irrigation. When plants have become well established, the frequency of fenilizer applications can be de::reased. RestortJtion Soil Recommendations No ""'""1ndm""'6 """""" hlWljJOIBlod Into the natl .. sell for thfl bluH rsstomtlon -· 1-9. 1. Finish grade of grour,:!ooY= 2. Finish ~ of turf 3. 2•x4• ::ed :oo1 h 1 1:Ju.1,1:d-n,ugh l "x3"xl6" r 3 , st.akes @ S' o.c.-sta1ceS shall 4 • be placed a, ~ sule a:d 11!"'. below top of 1-derb:>ard-eut s1a1<o a1 .s degree mve 1yp. = Splices m be l "x4 "xl2" .,, o!w<:a! ~ l.liminated l "x4" beards for curved. headers ~ .., be gal.vani:ze:I """""' nails-Nail .. required far &Oli4 lnstAll,iticn. shall be iaid tr1JO tD line a:d grade Redwood ~ieader Board Detali 2 x Depth See Specs 2 x Width See Spees Legend 1 or 5 gal. shrub Water basin 3• min. depth Finish grade Amended backfill See Spees 21 gram. plant tablet See Specs -• Existing soil (J) Shrub Planting Detail Reel ball Plan View 0 (ii Prevailing ) Wind e· ,, min. .. -" .. ~ .c :;; " ~ ., < .. ,, .,, c, C -.. ., ..J E,.. <.o 1· -o· .c ,.-C. a· -o· "' .. C See D Specs Legend -!1$--i!K:-----{1 V.1.T. tree the support stock no.LP (or approved equal) ~----{2 2• I! x 10' lodge pole pine tree stake 2 typ. Keep clear of root ball. s• high water basin after initial watering w/hose. Remove in lawn areas only. 4 Finish grade 21 gram. plant tablet: See Specs Rcct ball. 2 x Width Existing soil See Specs Amended backfilL See Specs Tree Planting Detail Double Stake 2x wld1h 2:1 slope. typical. Orlglnal One of slope ----~✓ Root crown .-i orlglnal line of slope ~-"CJ Waler be sin. 3• min. depth Amended be.ckfll!, see specs. Existing soll. 21 gram plant tablet, 999 specs. Rootba.11 @ Ornamental Shrub Planting on Slope Detail . .-..-..-.em, - ,,_ C allo& _ ... ........... --~Arehlltel ... Habl« Aaiorallon 129 A"'1nld• \lklo,I•. Sull• 9 s.n Clement•. CA 92672 (7141 3&6-IMS24. !'51 I) '728--111311 Fu: (T14)~ Project: Castaways Bluff Top Trail Restoration Taylor Woodrow Homes SMe!Tflle: Planting Specifications Job: 95-()6() Oraw- D■te: 2-2-96 Scale! As /fated Checked: Sheet 15 OI: _ _.1..,.5'-·~~-- ' 0 " ~ i " , 0 ~ E " w 2 < 2 C E a m 0 r e s a , C > ;;; " " e m □ " 0 □ m " r □ 0 < z " C 0 < w m 0 " ~ □ " " 0 > " g C I ~ § :;: e .e II) ~ ::::: e " :s ~ :::: " ~ ~ cti .s " rn ~ < z C ; < ~ II) ~ z ~ C ~ ~ !" [D ~ m 'TI :0 0 " z " ~ z :,: tl.)~ 0 0 r 0 ~~ :0 " 0 ~ " ~~ V 0 ~ z ~t 6 GJ z z ~ '< C ~ ~ \f\ $'. z !" ~ OJ " m p :0 ~ 0 .... " r-z " ~ ~ z B 0 r □ ~~ ~~ " 0 " V ~ u-~ 0 ~ ~ ~~ z ~ ~ z ~~~c ~ < ~I:!-<$'. z !" \I\ OJ n m " JJ 'TI 0 " ~ " V \;: z I 0 0 r 0 :0 " 0 ~ " V 0 ~ z 6 GJ z , \ .. . IT'~□m [Q)raw□[ii)~ ffiIT' g CASTAWAYS Production Landscape ________ -----------------· _ _____ _ ____ .... _ . Blue Gum Lane Planting (Sheets 20 & 21) and . -Irrigation (Sheets 14 & 15) Only Prepared For: Taylor Woodrow Homes The C C t -•• ?l ■llllt"9 Ur~Duoq,, ~nd1c1C1• .l1cl'l-t..::·u1• H■D/111 FuiOIIIIOl'I 1zs, ,,.,,_,......, .. 1oc:e"• ,.,,1, a S,.r, C:."''""''"' CA ?4'~,..: (71.11 ~:2• 1fil9l ~1938 ~-r,1.11~ 5 ' 7. • •• ABBREVIATIONS A.B. Anchor Bolt Int. A.C. AspNltic Concrete J.Sox Adj. Adjacent Jt5. All. Alternate L.A. Arch. Architect (Architectural) Lie. Auto. Automatic L.P. l!ldg. Building Max. Blk. Black M.B. B.M. Bench Mark Mech. B.5. Bottom of Steps Med. C.B. Catch Buin Min. C.F. Cubic Foot !11.H. C.I. C.ut Iron Mul!i. C.J. Cold joint Nat. C.L. Center Line N~.C. Cir. Clearance r,, T .S. c.o. Cle1.n Out o.c. Comp. Compacted O.D. Cone. Concrete P.A. Cond. Condition Ped. Corri:. Continuous P.O.C. Ctr. Center p .S.I. Ctr. Sink Counter Sink P.T, Cu. Cubic P.V.C. ' ' : AJJ won( :naJ.' conl'0ffl1 tc: :zy gf ~ Beact1 .sranoaros and ~s~ p/¥1= Ul can o' a,nffi:: tht,;;;it Plan: Sha!' ~. Wonr not inf~ to a. ITIOl!f concr~or's conuac: /... NJ : • No: ,ri contTac: = a.v otn.r: C bzsint; Cone .do $laal Yerily trih Landscape Arehit~ pnot' to tne &:art o! won,;. lhat plam .,. CI.JfT'ent and •fJP'O'W!C The:s~ pu,ns art! o.s.ed on ,nprowmeiT pLans: Dy Hurua:x~~ Md AssociarH IMne Jnc. Civi ,nformBflOIJ ~ WJtrut'l ~S! pu,t'IS ~ frr~f~nct Offl), The ~o-shal cb:UI ., neee"8f)" andb' requirec pennitl ant! r-r d related fees andtr ran reqrJff!d ro Nta! 1M W0rlc on tnest plan= C....a't«tu shal rn':Jml • s~ of WCtt. to M •~ by 1M own@1'" and Lanc:w:a~ Arcbil~. pnor to~ 1M ~r:t. The wat1( :haR be i, ~ with saKI ~- Tlw caillactOI mal bf. ttspomibk fl:r COO"Cinam9 hi~ worl( with other tr.des. Col lb adOI $hal notify ttw own,,-end L-f ape Arr:hlr:t in writing of -,y (h:rwpancies ii exat.;-,g cordtiaa CII"' wi/tWJ the plaO$ tl!i9! IC .beps::•J9 the wat. 10. It a the-rH~ or tM ~ tc tam-.Z:• 1rn:s·•r w!tl al grac» cf/f«w'lee~, , Joea6on ofwals and abo~ and below grotnd 1.dliH. Toe-COf'ICnK:l.or #>el~ or~ • ., iem.s dam-r,ed by Jiu \IO"k. 11. n.,. m:iJ..:C. ihal notify 11w ~pr Atr:Nl.ect. ~ to bty••...i ~ and shal be 19:~ for~ nh tM ~ c:uti-c.Jr•. t.aa;ttcape Atdil.:i end Ci'y or . County. 12. Al mllt~ shall 1-new unles.s ~e-=;,edr,ed. 13. n. axtndrx shall. imm«Hlely ~ being ..,.de,d the~ make any•• a,oemenl'J. nKW:sa,y to .ns'"' ~ al mlftriaa and ~= wit be fflilebltt wnen t'll!«led ,or this ,,,.;.ct. 15. 17. Acdions and<bt" ~.m of metenal Md'ot' labor shal be-made -ri ,:ri=es ntabfshed with ti~ c:cntrac:tc.1 t!!iS/! to beg,i1:.i"9 the~ Detetmnation of .. .c,uar :umtitutiom shal be made orly by the awncr .-di« Lanchcape -11w Landsca,M Arch/(~ ~.a be nolifted no Ie!.s rhatl 4! hOUr: i1 advsncv d .,.,, inspedion:: « mffting$. • Cor,tracJor shal M bd~· ,wpecl fo< bndsc~ Arr:hileds lim~ whffl iupecffnn:: W1' c:.t.d fo< and I is found 1;1a1 tM •air i: rd u;pf/C81111y ,.ody UJ)Oft inspr--:/i..Jn er 11w -,,,,oWmtn Is""'..,,,_ OWNER/CONSUL TANT lntegral :Junction Sox Joints OWNEII AIICHlffCT Land5ea~ Ar1:h1tect Licensed Taylor 1'\-bodrow Homes California Scheurer An:hllects Low Point 24461 Rkjge Route Drive Acacia Court Maximum Laguna HIiis, CA 92553-1686 20250 Acacia, s,,;ie 260 Ma.chine Bolt (714) 581-2626 Newport Beach. CA 92660 Mechanical (714) 752-4009 Medium Minimum CIVIL DIGIIEER ._GA,10N cones: TA!ff Manh<>le Multi•branched Hunsaker & Associates Jame$ R. Seit Natural Three Hughes 17891 Sky Par« Ciroe Not In Contract /Nine. CA ~2718 Suite B Not To Scale (714) 583-1010 irvine, CA 92714 On Center (714) 583-0759 -fax (714) 660-9133 Outside Diameter (714) 660-913:1 • /ak Planting Area Perforated Point of Connection l'l1IUCTIAu.. EIIQINEE!I ELEeTIIICAI. EJIONEEPI Pounds Per Square Inch Pres.sure Treated Bonn Associates L.DB lnco,poraled Poly Vinyl Chloride 19100 Von Kannen Avenue, Ste. 220 3151 -'irway Aver,ue, Ste: F10b I D.D. Deck Drain R. or Rad. Radius Irvine. r,A 92715 Co!lla Mes,,. r,A 92626 D.F. Douglas rir R.C.P. Reinforced Concrete Pipe (714) 724-1-599 (714) 432-1327 ,· D.G. ~composed Cranite Rebar Reinforcing Bar (714) 432-87:,6 •· fax Dia. Diameter Rein. Reinforcing Dim. Dimension Req'd Required Dtl. Detail Ret. Retardant t;:a. Each Rgh. Rough E.J. Expansion Joint Rwd. Redwood Elec. Electrical Sch. Schedule Elev. Elevation S.F. Sheet flow APPROVALS Eng. Engineer S.F. Square Foot E,p. 'Espalier Sht. Sheet Eq. Equal Sht. Mt!. S~et Metal E.11. Each 1/ay Sim .. Similar Ex. Existing S.L. Scoreline Exp. Exposed Specs. Specifications F.F.E. Finbh Floor Elevation Sq. Square 1st Date F.G. Finish Grade St!. Steel F.H. Fire Hydrant T .A.D. Top or Area Drain Fin. finish T. and 8. Top and Bottom 211d Date F.L. flow Line T .B. Top of Berm F.5. Fini5h Surface T.C. Top or Cu.-b Ft. Foot Tex. Textured 3rd Date Ftg. Footing T.G. Tep of Crate Ftn. Fount,.in T.G.D. Top of Grate-Drain 4th Date c •. Gauge Thk, Thick Calv. Calvanized T.P. Top of Paving G.C. C round Cover T.P.C. Top of Paving Coping G.I. Galvani%ed Iron T .5. Top of S1ep1 SUBMITTALS H.B. Hose Bibb T.W. Top of Wall Hdr. Header Twl. Trowel Hdr.Bd. H eadet board Typ. Typical 1st Plan Check 10-14-·96. Date Hooz. ltorizon1al Vert. Vertical H.P. High Point WI W11h 2nd Plan Che-:;k 2-3-97 Date Hgt. He:ght W/0 Without - ,.D. Inside Oia1r,eter 1-.S. Water Surface 3rd Plan Check 2-28--97 Date Inv. Invert w.w.M. Welded Wite Mesh - . I '\ / I ) , ! I I I I I I \ \ \ \ \ \ \ ~i ' • \ t \\ I o ~ \~ I 6\ ' • 16th St. & Dover Dr. . . Landscape Plans \ \ \\ \ ~ I ... 20. ln:tpection.s arrl mfflings -/Jal indllC2: A. s. C, D. E. F .• G. Prll-Con:ttruetio,, r.ffl,og Soil om-,;,g a-,c gn::fno Colvlrll:tion ,_ e,co,w,wm,age-wtd pru}ure le.st Plenl m,,,.,_ .SW. ·lion llt't<i spoltir,g Pre-m1n'ewx:e Po::t-maitt••.ce {lhal) Reier 9bo la zp;:Jk:ati...15 I •. \ \ I • I I I I ) , Co.ila..": ~ be bee1«11~ br .laxhcap. archled time whffl.~~«DtHJ ~••,:found that,,_ WiJrlt' is not sig. .. •.ca•t, ,._,, ~ lmp«f"an or lhlt •ppoinlmffi ~ not kept. • Co.~a..\w ~verilye.mtar-. si;.~.wlb::a6cf'Jvl.,rnttrmdmandnotily~ arr;hilect afany~.,,...:-s pb re i:fid;; aq µws, tA •s,IJ),{i:Jn lml•laliion. INDEX TO DRAWl~GS §!:Im# SHEET TITI.E 1. TITl.E 2. GRADING Pt.AN· 10 Scale Enlargement tot U 3, CONSTRUCTION Pt.AN: 10 Scale Enlargement tot U 4. CONSTRUCTION DETAILS 0. CONSTRUCT/ON DETAILS 6. ISLAND WALK DETAILS: 10 5cale En/arr/emenl Plan f & ? 7. 'Sl.AND WAL.K DETAILS: 10 Scale Enlargement Plan 3 B. ISi.AND WALK DETAILS 9. CONSTRUC:TIDN SPECIF/CA1 JONS 10. CONSTRUC1 ION i,PEC/FICATIONS 11. CONSTRUCT/ON SPECIFICATIONS 12. IRRIGATION PL. '.H. 10 Scale Enlargement I.DI l/ ·/3. /RR/GA TION Pl.AN. 30 Scale Site & Parl<ways 14. IRRIGA T/ON PL.A/V: -10 Scale Sik! & Parl<ways 15. IRRJGA TION Pf..i\N: 30 Scale Site & Par1<ways 16. IRrllGATION DETAILS 17. IRRJGATION SPECIFICATIONS 18. PL.ANTING I iAN: 10 Scale Enlargement 1.c,! U i9. PL.ANTING Pl.AN: 30 '5ca1e Site & Parkways 20 Pt.ANTING Pl.AN: 30 Scale Site & Parl<wsY$ 21. PL.ANTING Pf.AN: 30 Scale Site & Parkways ;,2. PLANTING DETAILS AND SPECIFICATIONS 23. STRUCTURAL. DETAILS 14. STRUCTURAL DETAILS t-1 UGHTING PL.AN . SUBMITTALS . • 1 ' Bluff Top Trail Entry.Landscape Elans. • H..V. Landscape Plans I • \[ ~i~~~ I ~-l-ir-Mode/Homes • f Landscape Plans 1 ,r;s=~--l:!} I I I~-:.:'.!'--I I ., I I Key·Map Phase 1 Production Landscape Plans -----:.~------- NOTE TO CONTRACTOR: Pink/int! sets are for bid purposes only. Blueline construction sets will be issued at award of bid. VICINITY MAP '\i" SITE LOCATION ' Ort.. -Project Location 4th Plan Check 4-9-97 Date I REVISIONS 11::. I (.I/ • -•j > ~ ~--:l< d. & :...-,:. ,;..,Ti C:. _,_,,. I ('/,,,,, ·.,1~ \ .• O:::.:c SHEET "A , ·~ '--""-'·· .•• .:.•,.;:!~\ ,-2_~ 101 _(17 •. --,1 ; .. CITY .._.rfA "/l0~-~':_· & +-\ • <j ,. ... ~ ,· :'Vll'/:-: \r:---=... A ~-1:2.-!U C.l.ij ~t\t'lt.NiS -· ) --------------------------~ OF , ----,, . ....,.~ ::) ., .,/ 1 Production pePlans • T,-1 ' ~ • ' ~ ~ . " " • • a " Q , " 0 , ~ . ~ s z , C c < • 0 m n C 0 , ' " s " " • m 0 " < ~ C 0 C • C < e s < • C < 'i, < 0 ' " " -" -z C ~ ::;: z m CD " m ,, JJ C ~ □ ,n z 'S ~ \;: z I □ 0 r □ JJ n 0 ~ ,n TI 0 D z ~ B G) z Z . C s ::;: < 2 CD !" " m ,, JJ C ~ 0 " ~ -~ ~ )...!. i IJ' ~ 0 --...l N TI ~ z I □ 0 6 :IJ n □ ~ D TI 0 ~ z B G) z z C n ::;: 2 _m [D " m )> II '" □ D z j, - MOISTUll:l SINSOlt INSTAUATION ......,. .,,_...,. . • ~. 'M'IC.lt. • . : ·......-cpONSA'.111..,. • • • ~ ~ p,. ' .... 1,Rfl4UF_,., PCft Wi.1111JM aao " POPIOISWCE CM;RICIOFI: ,.._ IISTALLA1JON PAOCEOURE: 1. PICK A SENSOR lOCA110N WHICH IS F£PRESEHWJVEOF THE AReA WHICH rr IS """""'-LIN. 2. OIQ HOLE TO~ cem!'A OF Pt.ANTROOT'~ a l'UCE.....,,.WITH SE""°" PftOO&I 1WW.LE1.. TO QA0UND ANb SENSOR BClC'f HQRIZONTA1., AS SHOWN. ,t. MME WIRE, COHNECT10HS1JVALVE 8Q'tC US1NO ffAI EAPAOJf CONNECTORS. -·---------· ' 5. BURY SBt50R., MAKING SURE TO COMf'II\CT SOIL "'""GO. ~ WITH caITTl0U.ER POWER OFF. eotl'tECT SENSOR WIRES TO SENSOR TERMINAL. OllTPUT IIOAAll(PC-<IEIITTRII) • 7 PROGRAM 11£ EVOLUTION CONTROU.ER FOR • MOISTI.1£ SENSOR USIGE, PEA INSTAJC1lONS """°"""'MANUAL This Area @ Blue Gum Lane For t',pproval Only ,,_ ,I PRovlOt 4-CON I AOL WIAtS ANDJ COMMO\ WIRE Wll;I,! 3· COIL IN Vl'J.. VE BOX FOR FUTURE. AND SET LINE-SIZED GATE V.r'1.VE FOR FUTURE. , . I l ') ,. ... L.:.: -• 'I . ' Note: The •Island Zone'!Jxc.ur:.s. In a 4'=<J• wide_sf[ip_belJjfJ!j.Jbe sk/e.walk at Lots 95 thn•_t.'IP:__ See sl:ieer:B.:&IkJVo:/gatkJn:Lgetails.JocJhe island Zone. ·_-• --•• • • •• ·-• ~ 2. crta:e!cmeSHtll WStftt 91 NI "BNfWAYS 2nl'"~ICH4D SI.EEVE$ FOR-MD LATERAL UNES NfD 1-rPYC SCH 40 ILEE\IE fQf;, ~M. WHERE IWNLIE CA() C ~ ES--DRIVEWAVS. C0N'IRACTCRSIW.I.INSTAU.ASCREEN .. E'IIERY~ 1800 SERIE." IIOZZIE THE-SIW.I.IEASTANIWID(l1100SCREEN) CRAP"fSS IRE COlftllS.<.TNl SCREEN (PCS-SCREEN) OF THE l'ROf'ER IWllUS FOR THEME>. IIEING IRRIGAtm. C0NTRACT0R SHALL VERIFY THE~ CZ..T 9CR&H REQUIRED N THE 1'111.D. l'URTHER ADJUSTIIEHTTOPR£1/ENT M'fO\IBISPRAYIIHALL TIEN IEMt.DEwmt TIE ADJUSTIIENT SCREW ON THF N0ZZ! F POINT Of CONNEC]]Oij:° CONNECT TO EXISTING r WATER METER . VERIFY EXACT LOCATION IN THE FIELD.LOCATE BACKFLOW UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. t,tae'" Glf>\-U,FlE • ONC.T ' INDICAllS LATERALCN'l'ED FOR FUTURE. STA"rte PRESSURE 70 PSI MINIMUM SYSTEM DESIGN PRESSURE i;<; PSI . MAXIMUM DEMAND--. . 4' GPM IF STATIC PRESSURE IS GREATER TIWI 80 PSI. CONTRACTOR SHALL SET WILI<INS 500 PRESSURE REGULATOR. LOCATE IN PLANTER DOWNSTREAM OF BACKFLOW, SET C!l 70 PSI. • IBBIGADQH CONTROLLER lOcATIQN. 11-rvot.'rTAMP 6lfCYCLE POWER __ _ PROVIDED BY BUILDING CONTRACTOR. IRRIGATION CONTRACTOR TO MAKE FINAL HOOK-UP. f'(J£ G,\JM (,/',I{€ a-<L l". • • _ _,,,,----./----. ,,,,---......._,__ __ ' ' . ' ').;i... ·', •¾-,.> . , -• ff=8 ~•. P=8J ~~ PQ1N'T OF CONNECTION-CONNECT TO EXISTING 7' WATER METER. VERIFY EXACT LOCATION IN THE FIELD.LOCATE ·BACKFLOW UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. • STATIC PRESSURE MINIMUM SYSTEM DESIGN PRESSURE . 70PSI PSI IF STATIC PRESSURE IS GREATER THAN 80 PSI. CONTRACTOR SHALL SET WILKINS 530 PRESSURE REGULATOR. I.OC,t,TE IN PLANTER DOWNSTREAM OF BACKFLOW, SETO 70 PSI. PROVIDED BY BUILDING CONTRACTOR. IRRIGATION1X)NTRACTOR TO MAKE FINAL HOOK-UP. WCS HYDROSAVER ~l't .CSS-M/11/FS"WI DATA INDUSTRIALS MODEL NO. 220 P150 FLOW METER;CONTACT: MICHAEL CARR 800/ 821-1322 . .. . ' I I II See Bluff Top Trail Landscape Plans· IRRIGATION LEGENO1'1..0f G(J!"I, (fe,lf ONLj CONTRACTOllSHAU. IISTALLALL U.1ERAL LNEll AND IIAN UNEll UNDER PAIIWG II PVC SCH >ID 11.E!VES l'ER 111E IPEC"I AND THE II.E£VIIICI ICIIEDUI.EIIELOW: "ffYJNR 3SffFPUY'i IIAIII/U.lEJW. -PYCSCH>IO --------"PIPE""'.asmn ... .._ ___ W IF"1!ltEQUIRED .. • 1-1/4'" 1-11.1 2" Z.11.1 :r r .. •r r SYM 0 PROVIDE __J_ CONTROL WIRES AND 1 COMMON YYJRE WITH 3' oon IN Ytl YE BOX FOR fl m IRE . AND SET LINE-SIZED GIITI" VALVE FOR FUTURE. IRRIGATION LEGEND MFGIMOOEL NO RAINBIRO 1800 8Q RAINBIRD 1806 8T RAINBIRD 11108 5H RAINBIRO 11108 10Q RAINBIRO 1800 10T RAINBIRO 1800 10H RPJNBIRll ill08 10F ' RAINBIRD 1806 12Q RAINB1RO 1806 12H DESCRIPTION 6" SHRUB POP-UP 8" SHRUS POP-UP 8" SHRUB POP-UP 8" SHRUB POP-UP 8" SHRUB POP-UP 8" SHRUB POP-UP • PSI 30 30 30 30 30 30 30 30 e • 0 ,,. • 0 • 0 RAINBIRO 180e 1SQ RAINBIRD 1806 15T RAINBIRO 1800 15H RAINBIRD 1800 1401 RAINBIRD PASS 1401 RAINBIRD 1800 5CST-8 RAINBIRD 1804 8Q RAINBIRD 180o BT RAINBIRD 1 fl" SHRUB POP-UP 6" SHRUB POP-UP 8" SHRUB POP-UP ' fr' BUBBLER POP-UP BUBBLER ONA .C-LAWN POP-UP 4"' LAWN PO&'-UP 30 30 30 30 30 30 30 30 30 /0.90 15' 0. 0.50 5' 0.40 8' 0.52 I' 0.8() .. 0.40 10' 0.80 10' THIRD \ ~( FLOOO STRIIBBLR QTR THIRD HALF QTR THIRD GPM RAD ...nsIIEBl!l...--,,,- 0.40 8' 0.52 8' 0.80 8' 0.40 QTR THIRD 0 e 1804120 RAINBIRD 1804 12H RAINBIRll 1804 12F 4"' LAWN POP-UP 30 4"' LAWN POP-UP 30 If' LAWN POP-UP 30 If' LAWN POP-UP 30 0.65 12' 0.87 12' 1.30 12' 2.&0 12' QTR THIRD HALF FULL c.:.:.._THl.:..:..::RO=--.---'d:,__RAINBIRO 180USQ ""-lAWN.eC>e.Uc.P __ 30 If' LAWN POP-UP 30 Q "3 .. 15' -0TR 10' 1.eo 10- o.BS 12' 1.30 12" VAR 12' IW..F FULL QTR HALF ADJ RAINBIRD 1804 15H 1.90 15' HALF. 0 RAllff!IRD 1804 15F ,r LAWN POP-UP 30 3.70 15' FULL 6h RAINBIRD 1804 15VAN ~~ LAWN POP-UP 30 VAR 15' ADJ y{,f) INDICATES SHRUBSPRAYONARJStR, RAINBIRD PMS ADAPTOR WITH NOZZLE M l;,i[)ICATEO • . . r S't'M • v !Bl M 181!1 1SI MFG/MODEL NO TORO 5706P sa TORO 5706P BT TORO 5706P SH TORO 5708P 100 TORO 57aep' 10T TORO 5708P 10H TORO 5706P 10F TORO 5706P 12Q TORO 5700P 12H EXISTING WATER METER DESCRIPTION 6" SHRUB POP4JP e-SHRUB POP.\JP 6"' SHRUB POP-l.lP e-SHRUB POP-l.JP 6" SHRUB POP..lJP e• SHRUB POP-\JP 6" SHRUB POP-lJP 6" SHRUB POP-UP 6" SHRUB POP-UP NIBCO T-113 LINE-SIZED GATE VALVE PSI 30 30 30 30 30 30 30 GPM RAD 0.24 0.30 0.50 0.40 052 0.71 050 1.09 " 8' " ,.,. 10- ,o-,.,. 12· P~TTERN QTR THIRD THIRD CTR . THIRD HALF FULL CTR HALF RAINM ASTER MASTER VALVEOEVMV-200,2 WAY VALVE-2" MASTEfl VALVE ,'t,lc>flol<Jl"\E'f!'I{• l'l:2." FEBCO 825Y REDUCED PRESSURE BACKFLOW, 2" GRISWOLD DW SERIES REMOTE CONTROL VALVE. SIZE NOTED RAINMASTER DX12-PS-05-RF SERIES AUTOMATIC CONTROLLER, SEE PLAN FOR LOCATION RAINBIRO -C QUICK COUPLING VALVE• 314" P~URE MAINLINE, PVC SCH -10, BURY MIN. 18" BELOW GRADE, SIZE NOTED NON-PRESSURE LATERAL, PVC cl.ASS200, BURY MIN 12" BELO\'fGRADE SLEEVING, PVC SCH 40, BURY MIN 1r BELOW GAAOE VALVE NUMBER ~FLOWING.P.M ~VALVESIZE Na.Dllltfll: I I i E tZ. • If> .<ft ft/'IN CHfcd<: & "r· i • '11 £ 3-12-91 C.IJ'( C:Pt\l:\'-NTS Tllo C 7 I al I ------Lr 5 I Aid ri ,. ....... , .... 121---..,_,CA_,. (7".,4)1 1112<1 PII Castaways • Production a..111r. ln:igatlon.Elan@. __ _ Blue Gum Lane M: ... Dia: ___ .ts. O.,--'-:::fl=S6 __ .., ,...,, a tJt ---~-- SIINt 14. Of: 24 I I I I ; u C: N $., -...J ,c... C ~ OJ m JJ 0 JJ ~ z (i) z C ~ OJ m JJ - 0 JJ ~ z (i) z C ~ OJ m JJ ··--------· ' Cl) ~ t) ~ I C:: (1J -.J \ \ 10 ' \_ \ ,, •• I I I ,. •. I -it- I I I I I I I I I I 1 63 'I..- , I ..::-1 I ' ,.. ' • -· . . ' ...... .,,,,.' F,to,., ~II MQIE: CONTRACTOR SHALL STUB FOR REMOTt: This Area @ Bli.Je Gum Lane E r Approval Only Note: _Ihe..!lslandZone!!....occursjCLa 4'--0• wide strip behind the sidewalk at Lots 95 thru 119. " CONTBOL VALVES !!,'-t", 'Z.<f 1,1', -Z<,,-t1 , s,!ff: °F oALLowFOR 1NsTAUAfib"iioFTHEsev -s 11(5' L..._ t URING FUTURE PHASING. PERMIT LIMITS L • ffYIP2 nm, . -/LA'IEIW. PIPEIIIZINCI 1/2" 1-'IM" 1-1/2 -Ill Ill PVC ICN a -- • r :r :r r J'BA'lt OP ROAD 2. 3. USE ADVS ON SHRUB SPRAYS WITH RISERS WHEN LOW HEAD DRAINAGE MAY OCCUR LOCATE ALL VALVES IN SHRUB AREA, SHOWN FOR ClARITY ONLY. 41 _ _,JI.COCx:I0O::TF~ll.l'Olloll-11.Gi$;.Si;iQ;J1Re.&STR.Alii61ii7;ii; ...... ii;A!,iifiiFli&,J..Jrllilllilolli!!0fifiliFNtli•.ilT!iiQMQil"I\IA~•I\I.SioiF~\flll~-1119.iA~F POGGliWi 5. 8. CONTRACTOR SHALL PROVIDE 4" PERFORATED DRAIN PIPE WITH BUBBLER HEAD (2 PER TREE) FOR ALL STREET TREES ANO REAR YARD TREES (NOT ON SI.OPE). REAR YARD TREES ON THE SLOPE SHAU BE IRRIGl'.TED WITH BUBBLER HEAD ON A RISER PER LEGEND AND DETAIL LOCATE VALVES FOR REAR YARD STREET TREES AND "ISi.AND" IRRIGATION S'JS I EM \INDER TIIE DIRECTION OF TIIE LANDSCPE ARCHITECT. REFER TO LEGEND FOR TYPE OF VALVES. VALVE'NUMBER ~ FLOWl~G.P.M. . . . VALVESIZE r ' 11.0· . -_See sheet1J"""&7' or. 'iitiorf &·details for. the _Island e &.. IS' • Cl HARDIE 311A SERIES ELECTRIC ANTI,SYPHON VAL VE, 314• WATER CONSERVATION S'IS 11:MS SERIES AUTOMATIC CONTROllET<. SEE PLAN FOR TYPE AND LOCATION HARDIE SOB, II STATJON, SI IN 'llAL..EOR INOMDUALLOts ONLY,sEE PlAN __ . FOR LOCATION. -• . RAINBIRD 44RC QUICK COUPLING VAl.VE• 1" -----PRESSIJRE MAINUNE, 314" TO 1-112', USE PVC SCK .CO, 7' & LARGER USE PIIC Cl '5S 315, BURY MIN. 18" BELOW GRADE, SIZE NOTED NON-PRESSURE LATERAL, PIIC CLASS 200, BURY MIN. 12" BELOWGRADE ___ _,,.___ NON-PRESSURE LATERAL UIIR PIIC SCH .CO, ON-GAADE STAKE @ 10' O.C. PER DETAIL = = = = = = SLEEVl"1G, PIIC SC}! .CO, BURY MIN. 24" BELOW GRADE, SIZE NOTED . -• --• -Wl1\E SLEEVING, PIIC SCH 411, EXTEND MIN. 12" BEYOND EDGE OF PAVING BUR)' MIN 18" BELOW GRADE . SYM T V + I • V 0 0 e 0 • a • a II!> • II D 40 IIAUI 3 1 tll(.I:. OP MAD r2." Ftofl IL,OC,,& ...,. LL • I . IIQila: 1. CONTRACTOR Slw.l INSTAU. ti AU. DRIVEWAYS 2-#' PVC SCH ,00 ll£E'JE FOR WIRE, WHERE --CROSSES DRIVEWAYS. 2. C0NTRACTCRS!w.L INSTAU.AIICREEN" E\IERY"RAINBIIID" 1800 ,:aES NOZZJF THF.;ICREEM9WJ.IEASTANCWlD(S'IIOOSCREEN) ORA PRESSURE CCM'£NS-\TIIG SCREEN (!'CS-SCREEN) OF THE ------~fROPER~!JllWJIUS!!¢. FORTIIEl'lf£AIEIIIGIUUGATal.CONTIIACT0RSIW.L ~ IN IHUE.D. FURTHER ADJUSl1IENT TO l'REVEIIT Nf"f 0\IERSPAAY SIW.L THEN BE MADE WITH THEAO.AJSTIIENT SCREW ON THE N0ZZlE. 0 INDICATES LATBW. CN'PED FOR FIITURE. IRRIGATION LEGEND See inigatiOn IB(Je(I(! on sheet #:14. MFGIMODEL NO RAINBIRD 1806 ST RAINBIRD 1806 8H RAINBIRD 1806 10Q .RAINBIRD 1806 10T RAINBIRD 1806 10H RAINBIRD 1806 10F RAINBIRD 1806 12Q RAINBIRD 1806 12H DESCRIPTION • 6" SHRUB POP-UP IS" SHRUB POP-UP IS" SHRUB POP-UP fl" SHRUB POP-UP IS" SHRUB POP-UP IS" SHRUB POP-UP IS" SHRUB POP-UP IS" SHRUB POP-UP PSI, GPM 30 30 30 30 30 30 30 0.52 8' o.ao' a· 0 . .CO 0.52 12' 12' RAINBIRD 1806 12VAN IS" SHRUB POP-UP HALF FULL QTR HALF ADJ RAINBIRD 1606 15Q RAINBIRD 1806 15T RAINBIRD 1806 15H RAINBIRD 1806 1.C01 RAINBIRD PASS 1.C01 RA1NB1RD 1806 SCST-8 • RAINB1RD 1804 SQ ~IRD1804ST RAINBIRD 1eo4 8H • RAINBIRD18041 180412H 1ll0412F 180415Q RA1NB1RO 1804 15F IS"SHRUBPOP 30 30 30 RISER 30 30 30 30 LAWN POP-UP 4" LAWN POP-UP 4" LAWN POP-UP 4" LAWN POP-UP 4" LAWN POP-UP 4" LAWN POP-uP _4" LAWN POP-UP . 30 30 30 30 30 30 30 30 30 0.80 15' 1.23 15' 1.80 15' 0. 0 . 0.50' 5' ·o.52 a- 0.110 8' o . .co 10' 0.110 .10" 0.110 10' 0.115 12' 0.17 12' 1.30 12' 2.80 12' 0.93 115' ' THIRD HALF FLOOD .. STR51BBLR QTR THIRD HALF QTR THIRD HALF QTR THIRD HALF F'uu. QTR 4" LAWN POP-UP 4" LAWN POP-UP 4" LAWN POP-UP 4" LAWlt POP-UP 30 1.80 115' HALF 30 3. 70 115' FULL RAINBIRO 1eo4 15VAN 4" LAWN POP-UP 30 VAR 115' ADJ ). .. vve INDICATES SHRUB Sl'RAYONA RISER, RA1NB1RD PMS ADAPTOR WITH NOZZU!" AS INDICATED • . . ' • .-----«"=• •• --.oas:ttt ___ ...., . . ND. Dall Fla I I I & l. IP,, ,J;7 pt.AN d-lBZ,~ & 4 : •4"1 ,/4;\ "3-11.-'t& CT1V C.011tjE.NTS Tht --WNllllo. -__ ~,.d-i :1.re ...... " .... 121 ~ Vle:tieim ... s..aw,a-.CAm f71◄}3HN2' Castaways Production I I Shelllllr. Irrigation Pl~n @ Blue Gum Lane Jab: Drar. 0.: 8ml: a: 115 a5IJ ·JS ·g g 96 1"-3(1' • a-15 . 24 • ~ ~ D w C ~ OJ g:J 0 II ~ z GJ z C ~ OJ m II - 0 II ~ z GJ z C ~ OJ m II ~..._ ____ .., ,) • ' • • --· --------------- ---0 --· .... -C. -....1 -. ----- • • • • • • • • I . ... . -----~--.•. - ~ ---------- ' zr ,Z. I I I I I I ' ~ -p fb1l::~ ,AtJt= ~ fhA!-"~ 13-YlfiEo-cct 1,•~•T1vi;.. 141!-', • ... -■IDO•'OO _, .. -■ -------- . / '!' ,, --- . . . .. .. -----·-----..... • Dover Drive LotO LotP -. . . . ... . . . ! -J . .:::r . Ji. -. ., .. • • ltriaation Legend I . Jm!, Mf!z. Model No. Description "' Toro I> Toro " TOR> Q Toro \I Toro a· Toro . 4"TudPopUp 30 12' 1.10 Half 4"TudPopUp 30 12' 0.80 Quader 4" Tud Pop Up 30 6' 0.50 Hall 4"TudPop Up 30 6' 0.25 Quader 6" Sllrul> Pop Up 30 12' 0.90 Thi,d 6" Sllrul> Pop Up . 30 10' 1.00 Half • Toro 570C-4P-12H 570C-4P-12Q 570C-4P-FSH-LG-PC 570C-4P-FSQ-LG-PC 570C-6P-12-120-PC 570C-6P-1o-HLA-PC 570C-6P-10-QLA-PC $ Griswold DW Series M Mateo 75, e Rainbitd 44LRC 6. Rainmasler Senlo. • e Rainmaster EVMV • Rainmaster EVFM 6" Sllrul> Pop Up 30 10' 0.50 Quatter jNaTE: CotliJol/8/ to b., p.owidpd by r,,., city. Mnmm 24 stlJIIOIJ CUltlOlw. Eleclrit: Remoh, Conlml v-. Size""""" Ball Valve, Line Size. Coupl/r,g V""'9, 1~ Y-cap. ConJrolJer. Ins/all in Cly Appmved Enclosure. • 181 . :1 • ' \ •• I () ~ . • . . • y Vatw. , 0 Rainmaster EV-sEN ADJ ~ . Febco 825Y Flow Sensor. l11$1aJI per Cly Speci/icalions. Moistl118 Sensor. Locaticn per City. Reduced Pressute Ptinciple Back trow Deri:e, Line Sil<>. - -PreSWte Mainline ¾" To 1114" PVC SCH 40, 1112" and Ls,per PVC CL 315. ---Non-Pressure Lateral Hi" Cl. 315, 'Yo" and Larr,er PVC CL 200. ===~ ·::::: Pipe Sleeving PVC SCH 40, Bury Mitimum 36" Depth, Extend 12" Past !S:t,, al Pavin(I. ( Two Times Diamsler Of Pipe Being Sleeved} • ~ ' -Will! Sleelling PVC SCH 40, ·Bury Minimum 36" Dep/h, Extend 12" Past E:t,, al Raving,. ( or Sufficient Sas For Wires Being Sleeved) ........... •• Indicates Ex}sjjng Mainline To Remain. • I :HJ /ndicales Existing Meler. [,J lndica/es Existing Back now 0e ...... .,--• • Valve Sequence Numt,,.,r ~, -FI.JNinGa/lonsPerMirrute ~--Valve Size • "' ,.. I I I I I I = I I I I = ;::: = !: .,, 11, it . -~~ e 11ft 't >it-• -■ II ill'. -\ .. = CQ "~F -,r' eW:> .M~--ze, • i ·! • ~" I ■, I ~-~ 4" ~~I=-[::>~-:ZI ·I · I • q, . : . . . . , ' • • . . /'/, , . ------- .,, f \ I I I -:-······ ... • . : . • . . . . . . . . . . . . . . . . • • . • • • . . • • . • . • • ······· ······-- -· .. I \ : .• ~-----..:-.!ii -------I -· I ,.-1 I I • • .aW-...-C:OI IC nnwt: lllhaO~IIIT'9.ITM DI""" --------- Tho ColabonllM ."':' .. -~!-- ' -• •. ,t~ ..:.• ... •e::;.•e t{XI Avemda Miramar Sa· : o!'-f''"'~ -.:. ~;:,:-; .-4.:. :?0-66:.a Castaways • Dover Drive. Median Taylor Woodrow Homes ~ . I -------~ :e: ~ C: ~ I ~ i: -------Ci ~ ::;; a --s " a 1 . II ! Irrigation ~Jan ll I • I I •Job•, -95•065-•· ---~ I o.., 1CW I o.· tl/19/117 Scale ,,,, = 20' ~-- s-2 01: 6 .• < ~ " s " • " -. jj < z m " C ~ D "' 2 " z C s: IJJ m JJ \) D JJ ~ z G) z C s: IJJ m JJ -N ,,,------, ,; z J: D 5 D JJ ~ z G) z C s: IJJ m Il . ' . '• . , ..... I' •• • • ! ·: ' / . ' . . " . . . . . . '•.• .. • ' ' .. ' ... . · .... ·: ... : . . . ., . . . . :•: ; ..... .. ..~-·-:: . -•".-.; -. ho ,r• . -.. . ' :' ·-. ' 1 --· "i -:~·-.,,·.: .... r ;·· •. ·:. -. :-· . •. I ... • ,-- f r MIN. . r • LEGEND 1.R<ISHGRACE 2. CURS. WOJ.J< OR FOUNOlll10H 3.POP-UPSl'RAYHEAD -4. PVC Sch. ea RISEl'I 5. PVC Sch. ea NFl'I..E SHRUB POP-UP , l ) = u ~ LEGEND. 1.FIHl5HGRAcE; 2. 1CI" [JI.I,. ROUND \N.VE BOX W/lOQCHl UII "910 MAHl.F. BY CARSON JHaJSrnES. MAR1<ED "Q.C." ON COVER 3. 001CK COlPI..ING IN..VE -<I. PVC Sch. 80 RIScn 6. 2 ~SIREEI a.LS 8. PVC Sch. 80 NFP1.E IE:::::=J:f \----, -.. =- 7.PYCTEE ilf -e. PJC L.<rERAL UE 7. lWO PYC SIJ!Ei:i ELLS e. PJC Sch. 40 ELL 9.PJCTEE a. PVC Sch. -<10 EU 9. PVC M>JH Ll'E 10 ONE CUBIC FT. CF 3/-<I" 0'IUS£D ~ HOTI:: INSTALL e• FROM 1£1.REST M>JN::;a;r l"'IEDAAEA B · ... . • r-. o· o • ~· ,. IIH/1,~, ®f-----:--~ . 0 LEGEND 1. FINISH GRACE 2. C1JR8. ""'LX OR FO<Nl'"10H 3. POP-UP SPAAY 1-EAO . -4. PVC Sch. ea RIScll 5. PYC Sch. ea NFl'I..E TURF pop..:.up e. po;c U<rEP-'L UIE 7. ,:Y't'OPYCSIFEEJ ELLS 8. PVC Sc!'. 40 ELL 9.PYC1F.: • -. . . -REOVCED PRESSURE 8tiCKFlOW •. , .. -. • •. 2 CAll VALVES, REFER TO Pt.Jll-1 • . • ANO.SIZE OF EQUIPMEIIT. • •. . . . . . . =:!J' : •.. . . . . PICAl s: ihs .. URE sni:.. E SRAIN~R W/. LOOSE .KEY HOSt BISB.- ·, • 11·:· • ._· L-.PVC W.LE. 0 •• : ADAPTER • • tid!£TE THRUST BLOCf:S, "TYP.ICAl°: -W.P PIPES t(IO fill. TAPE. SATURJ!.TE 0 ANO • COMP(!CT smi-G ·~ To .!10%.P.Rl!)R TO POUR:. C :'_.· ·.:-,: ~:: .. \'. ,"•. .. ·, . LEGEND. :_ ~-. .. . lil'ISERCAS~IOR ·.Sdl.-4C~. · •·e..~~ 40 TEE OR B.L : ' . SHRUB SPRAY·.· i . ·, ~GENO .-. ' .· ... . -· -· . . . . . . . ~ ; ~. . . . ,': .... ' • • 1. FNSH GRACE 2. F'1..AS"IIC'#.C;"F BOX~~ LIO MAR1<ED "G. v.• 3. GR!: \N.VE . . . . •· OfE ClBC FT. or 3/a" C;S ISi "ED FtOO< • . : . 5.PVCMANI..J'E e. mASS IJNOH 7. PVC MALEAIW'lORl2 IEOUIFE!l) ·, .. -.. °' . ' . -. -. _ w1•·. • .• • I . . 7.PYCIABW. IIOTE iN:n:al.l..1£ACS 12"-GRACE . Ii 1Eki0t< <S' PI..NfTN; llED3. <'.HE-IDS r Al!Clll1a GRADE IEXTlO • :• ANO l£ACJERS. . . • • • ,. .· ,~ • -. . . ' • ' . . .• NOTE: t. NS"W.l. IN..VE BOX SUCH T!W THE • 11:PCFTI-E~l32"1&..<l:FIHISH • GIIACE: N GROUHCC0YER l<,/EA$ ANC •.. FLUSH WITH C0HO'ErE NICI lU'IF AFEAS. . . . . 2.·.w.. Gne W.IIES 0'<IEll 2" ti SIZE . ha.;,, 2· operating wi only. D •. 3 ~I? i ,lh, :11' tt .. -=-.. - ·" """""'· 11·· ,, I : ·l• I LEGEND 1.FNSHGRACE 2. PI..ASTlC ~ BOX WITH l000HG CXl','ER. MAR( "!1.C.V.• ANO SWlOH NO. OH CO\lel 3. Psntlte Conn«-tor.J. or apprcWKI wstBtprOOf flt1UIII. -4. PVC MALE ADAPltlfl 12 FECUIRED) CONTROL ~LVE roo-.c, C.ON<:.JIICT • .....,_ - t.• IMW.. il&K'4M~ .I.MOM """'<.II"' tP .,,, »Nlunc'"".a;~ rN6TA.\..L.l,.TIC1( .W:.IC,S. ··;:.: -· ... ' ......... 5. PVC Sch. eo !"'SER 11.PYCTEE 7.P'.icMAIHI.H: a. ONE QBC FOOT 3/ ,_. C3.S£D ROC< ~T ltdtlilAJ. CMPUI ~ ..,, ... ,., C.OM'T~ '¥..,_Y'E"lo r"E""'--_o_u_rCK_C_O_U_'PL_E_R __ ....:..._ ______ .p,...s;~· B::...:!A=C!<J:..::F.-=L=,O,:...:.W....:.P...::....:R=-'.E-=-=-VEN.:...:.7E=-R:..:......::&:::.1 :---'· ." ._·. _:_;;..__;_.,. ___;_..,;__;_~G...!.....:...,.:G=-:A~TE=-·.::..:...~=L.:...:VE=-. ·;,._;···. ;_,-____;__~....:..-..-......;.__.;____-..p"""-..:.c....:.o...:...N.:...;7i:...;."R_;-__::;OLLER ENCLOSURE LEGEND 1. FINISH GRl.oE :t. LArclW.. I.J<E 3. MAIN Ul'll OH SI.EEVE -4.txlfmlnl.'t.clRE 5. SLEEV~ IF REOUFE>) TRJ'=NCHING ---w-c:u.-•• • NOTE: 1 • .ALL PI.AS1lC l'l'IHG TO BE SHAl<Ell NTRENQ-£5 2. BUICI..E ANO '))FE WRNG/J 10-JNTBNllS. . . . . . . 3.11EAID05S20'10CPNWRNG/J 0-IANGE OF CIFloCTIOli ~ WN 3'.l" VHT1E Al.I. lDQ>S AFTER AU CONNECTlONS HIiie .BEEN MACE. -4. IHSWl. AU COKm0L ¥ME ON llE IJHOelSloE CF.1'1-£ MAlH UHE PPE. . . 5. SEE lmlG4TION Sl'ECl'IC,f;TIOHS FOR -BAO<FI..LANDCOMPJ.G;ION~. ' . -. . . . .a. Pl'E DEFni FOR 2 1/2" C1CA. mo l.>.RGeR ·-5HAI..LBE2••.· 7. Pf'!: OEPTH FOR 2" [JI.I,. ,AHO $MAUER ~-~18" •. a. PFE OEPTH FOR NOH-PRESSURE IJJEFW. • LNes SWJ.1. BE 1;i-. •' · ... .. Rebuce□ PRESSURE BACKFL6w PREVENtcR • • - ASSEMBLY WITH BALL VALVES ANDTESTCOCK$· ••• . (FEBCO 825Y 2' AND SMALLER: • . . . . '. .. . . :, ·.·· . ·r· BRAss·eoEi.LwmiCLOSE •. · .. •. _:° : • . ll:NGTH NIPPLE (TYP) . • . . . . . . . . ' . : .. . 8":BRASS NIPP(E· :. . . .. .-BRASS UNION (lYPJ • FIHISII GRADE .. . BRASS RISERS . ' SIZE" AS REQ. . .. • ·= ' •. •• --t-:-.PVC FEMALE ADAPTI:Ri :-., ·-, .. ., • -. •' . . . . . .. .. . . . . : -.• .... _ : -SC!l40P.VC c·.· .. : . . ' -:. '. . . . . ... SXS90ELL' • • -~. ' .. , . -. CITY OF 'NEWPO·RT BEACH .REDUCED· PRESSURE • BACKFL·ow PREVENTER· •• . . . . . . .. •' : . ...... . . . : •• -. :· .. ·.,-; ,. ·. . ·. . . ···-·; . . . "· . ' ,· . ' . '. : -· .. .-· • ' .-' :: . . -· . . . . . ' . ' . . . •, ~ I .. : • . . . . ·- . ,: '. f " - • . , ,.· .• r . .. . ,• . . . .. , . .... • !';.-. . · ... . "": . t • ; . ' •• .. ' . . . -.... -.... . . :-'· ,. - .. . . -. . ' . ........... . ., .. ; : ~ ·:.: . ,-. . .. " .. . . • . ·.· . . . ~ . . : -~. -... .... . . ... > • . -... , ~ :, ' . . . . ·. ,.. . . . -· . .. . -.. -. . . .. ~ . ·. .' .. . --. .... , .. • . .. .. -.:. , ... .. ·.-. . . ·--: ' . . .. , . . ' ' • ... ,. . . . • •. ... - Pn,ject ' .. ·. I ~ ...J ) z C s::: DJ m JJ 0 JJ ~ z GJ z C ~ OJ m JJ 0 JJ ~ z GJ z C s::: DJ m JJ 0 JJ ~ z r;) . , , , .. '----- ~ ,~!!:!.4 ~ ~ ~~ ~-j1oi,J.~ "i2' ~TF- w-1~ f2-p-s~~1ra1i.-1Tf ~ ~~UM l-,'4-l!E-p!-.Al--l~ ·-·-----------------•✓ ______.---- I ----- --------------- • ---,L --__ I '• . Dove; Drive -----=- . . . -, -.. LotO ------LotP . . . . _. . . . Planting Legend Sr!!J.bol Botanical rt.am '-.ommon Name S~e /Camme11ts Trees: T-1 Chama& ops humilis • Medt6fTtJ.nmn Fsn Pslm 42• box (or 6' 1¥1,w,) trunk) ' ...... -,. T-2 Pinus ca.nariensis Canary Island Palm 24"box T-3 Existing Trees To Remain Pro/eel in place T-4 Existing Trees To Be Removed 1i"5·o ~~J.!'8.~~ ~Gum.• 24"box.i:,...._...,..--......, Shrubs:• ~:U-kt11:'(~~ ~~~1~~11S~e;•:4"T1~ & ~ Hememcallis 'Sle/Ja D'Oto'Ye/low Dayfi 1 gal.@ 18" o,c. --------- ----------------- - ------- 0 Juniperus c. Ground Call8rs: Gazsnis 'Mitsuwa Ye/low' . Juniperus s. Tamariscifolia Maratholl o--lrnflCBteS Area Shrub Quantity NCN 5gal. Ye/lowGazania Rats @ 10" o,c. (under and around all shrubs) Tam Juniper 1 gal. @ 36" o,c, TutfGrass Sod ~ Tree Symbol 1---~= ~nffty I I I I I I .■ I I I I I I I . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . .. \ 1 I . . . . . . . . .. I I I I I I I I I I I I I I I I . • .• I ' • I I I I I I I ~ ~ . , Aft median island planters shall receive a mi~tayer of shredded lir bark mulch. • Fill in bare spots of existing median landscape with Gazania 'M'lfsU";" Yellow'. ~ legend, . • All Trees within six (5) feet of paving or curlJs shall be ptanJed witn Deep Root. control bamers. Wrap bar.!er around tree. Install at 24" depth per city sped/;'".ations. Use bamers by Deep Root • ~~sin turf area shall receive an '.l.rbor Gard' tree protector. AvaH. from ArlJ.~f,GBrd+, Deep Root Partners, LP. tel. (BO!}) 4_58-7668. • • . -' -------- 1 \ t ·-5 ~ .... -u .... U) I .1011 ~-rmc,..m COt..1..MIOM,TIYE l'llVISEO 1«:,CTl7 ..-r 191:111 IT JM. 0U1TH No Date Revision &_i/.ZI /"'11 G+T'( RJ4I, ~ T .. Colabontive West Inc. :' ~ -a; • ··~11-. :es;- .;; ·~ a::-t" :c,,:.,,1ei=1ure -~: -~· ;es:.,ra!·O" f{)(I Avenida Miramar sa~ : ernpro:e :.,, 9:e,~: ,··.: 356-66:.s Proieet: Castaways - -----C ' Dover Drive. Median Taylor Woodrow Homes Sheet T111e: Planting Plan Job: 95-055 Draw: ~ Date 6119191 Scale: 1· = 20' Checked· Sheet. 5 or 6 ~: I • 10 i 0), <! I --Si " m 0 " □ m " • ' z C < ~ " □ ' , ~ D "I i, 0 ~ 0 " 0 D ~ 0 ~ 5 z • ~ s z m " ,, C ~ D D z " C> .... -.J \ UJ z C ~ g;i II 0 JJ ~ z Gl z C ~ OJ m II -N 0 II ~ z Gl z C ~ OJ m JJ il ~ z ,..., ! " -- \ \ . ' •, ' \ \ LANDSCAPE PLANTING SPECIFICATIONS ~= -ral and ._1.i condit.t-aolta4 i,..,.1.n ara an int:"')ral P-rt or Ce ?eedacape pl.ana and we N can1'\llly eonaidarad 1a rm "ti-t.unvitll. · ·:z. J'ar; H of tba apeciticat.101111: It 1a the int.ant or th• -itlcaU.,... tllat: A. 'lllT EU oC c:onatnct.l.ng and inat:.alli"'l ti,,, • end■c•p~ i,. --ill an ■C:lc:J.ent end .. u.cacto,cy .,..._, DC Z rdin-J to tba llicJb,eat ""'' eal 1ka atai,darda. a. :tm: nit;mr:o Dtt!TI¾TIOK .Ull bra ccapl•ta in w.ry r r IC'I: to ta. aatiateceiaa af 'th.-avnar •. J.ccordinqly, t2-zuc; t I nu o~ t:J.ae apac:lticatlw II ara part of t.ba l endecapa c:ontrac:t. .I. TV '!PIJ' included 1n t?i... epeciticatioaa ab.all conai•t of C:-f\lrnlahU)IJ of ell lalMJr,· tool•• .._teriala, pe:ndta, appllencee~ tuaa and all otller coeu, fon-nhl■ and aafarmooo':::lo at t:M tJ»e ot' ~C'ting r ••Z'J' and apprvpriat:e far 1:M inatallaUon of th9 lendr:::apiD9' -lier.in spac:1:fiacl and abown on tho n I "'l'inoJ clnvl.J,,p datad: __ _ •• 19 nn:xmgp rra& ~ apac1%'1cat1orw or ~ tlM ➔• c or ftoa ,:a,. gwral conditiona 1-au.~riaad and ,.. ■-"'""ieel• eu11 i,. -""1-ci,. vrittea n'llt!lorisatioa, 'thanifan aiiplad i,, t!le awner or bu dl&l.7 Mtllad"■cl ~u,,., lt.aa _,, atiu.l,,_. in Plhanc,,. II%. ~ CCIIOITl:011$: A. Jl!'1%1ncans:m Pr nan yf :snc:tnnTTI2Jt1 ! 1. TN lanuc:ap. arc:bitaet vill inte~rat: tM ... n!."'19 oC ■nJ' part of Clwo punoo and ~lC.lcaU--.-.t 'l,b,icb uq N...S.ntand.1ft9' _,, art-, And lL1a -a.I"" vUl l>o t.laal. .2. .s:2liolald Cbare mp~ ar to be an CZ"Or or ~ 1n or 'beb 1n the pl&na, s :1 ttcatJoaa and plant:iag 11-t., Clwo COllt:nc:or abaU r.ter Clwo . -1:1::■r Co tlle l endempa ardlit:ece :t'cn:-adjuata.nt 1-ton p:c u, witA t::lla work. SJloltl4 ~ canuactor JU: J vit!I t!la work vitlM:Nt ao • Nt■rrinq CZle aattar, M do.a ao on bi• re I nn1b11J.ty. •• fflH JTT OP YQIX: n. lend ; ~ ardli bet aball ba ...UC1■d at 1-two clay, prior bl vorll; =-mc-ont, l>y Clwo coatrac:tor and prior bl ~"" -.wu by tM 1-p■ ard>iuct. All vorlt al>all be do-.In. a good vanaanl.i1'a ween■:-in ac:cordanca v11:ll all plan.a and ap,,c.if.lcaU--and -t: ....,.1,s.,r-1 pract:l.c■, llllell ...t. vi-p:. tba app:c'O"Rl. ot tba l.andac:ape ardlitact and own,or end al>all be in -Witll t.u r.q,,.t.,_ta ot local building codaa end le-. by datectiva vorlt vill be n 1 at: ~ rmU"aetOr•• exp,anae aa dinctad i., t!le J e dzn:p■ ardai~. c. f£861 i $.a '%be rmt:nM:tor will be raaponail,l• tar abt■J.Ai:,g ■n7 .and ell n.-c■--,cy lNJ.141"'1 p■DLlta traa t21e ci-ty or otM.r "f~t.al au-uor1u-. D. YC??ME l#bll Mt Hf Ii-'ftla ~ aball. cany n ss:-y caaaac:cor•■ cal.1.tarn.1.a State Llean.e or CartUicabi tor t?P■ of 'WClr.k listed, au.::b ._. ta. J end = P9 Coauact:or'• Ucen••~ E. DrnIZP:l'C? 077?1!G?~ 'me contractor a.hall carry all 111 c:1 ,,--, eoapanaa,cion &Dd liability 1.naurance to CO'V'U- :taia 'lflClrben &nil work 1:o f'l&l.17 ~ 'tba owner troa u,y poaailll.■ dm ,--it of lian OIi tbe cwnar•• pi:op,e:r:tJ" hi Ua.e ~ of the work by ~ conuaetor end will ■-u.· -,c -ni"-nc■ of .-. indicated 1naura.nca c=Y•r-J• prior t:o bitiet.inlJ vork. 1" • "9Pn:c:r z:n: D!:!'P:GZ IMPQUI'III ITX • 1. flle concrac:tor 1a to p~ •~ all tiae• all a:a:i■tinlJ 11'Ciliti••• •~, ~-. plant.a and ath•r teacur-~andad ta raaalll on and adjacent to the job •it• and to rapair or replace any de-■d 1~ ill a ...,t and 9""'I -naen.11ka -r dlzrinq and....., to 1>1--ri. OIi tll■ jab end I>• eball wuae au d•••~ or injury th.at .. y ~t u all -pNp■r<:y ,nd/or bl ~ -N -= -.,. ar in:jm:y ~ c:a,..,,_ 1n : ..._ti.en vi't!I lli• 'lf'Cl:c"k or 1a dlM ta ll1• a.Jllqanca or to bJ..n 1 .. .,, UllJ ~ ar 11npratactacl parciou at ac.-..ea or cra.r prop.rty .. 2. Should airy part 1111t tbe 'Wark andar t:hi• contract ~ daaa9ed ~ otbar cont:::ac;tars, ~ CDrrt.ra~r and party cau.i:lg auc:h dsnev-ab.all -..a adj~~ kev..n th-••lvaa and D01: vitll t:!:I• own.r nlativ'. to the rapalra or raccnetru.c:tlon and perai-n't. for -· a.. SJii9'18&77Sll szr ta:ra! ».t th. tJaa oC exac,atililn of tbe m•L."-"'t., a:.. c:ontractor shall tmn1al:I to tbe of:Uc::e af t:J)e ownar, ror pr; ,_ of = iT'MI and e:ll :,1.bg, a e Jr J ced CO.C. ert 'Ml• or br-mH rn o't' at,e. cont:%ac'C prica • lisc.1.J-, t'.M ..-ariaaa ~ in c.!le pl&1111 - well aa mdt: prlcae-ot eedl ■ w..te speclf'iad in a :foza -~~ace.or:, bl t2la wr. ft.w'• rt t , .. ab.all aba N ---tM Mala in 'foz 11•..iniJ t:M: pxugx • pea t-to ...... ta 'tM Lzwur aDII ~ c:oct:. k ts :wabal.l.Nputol't!la t.:a..1;. 1. rma, w mm: A1l'f axaa. or· ct::• t; tzoa t2a. a..""C. oa a.. job sball ....,. tz:. prior •wcsal of -:Ba 'In➔ pe arcldbcl: ud -.1:. 1M a.;ppzoucd h writi:,g 11f t:11,o J a 1 p■ .eri:!Utact 9"": -. _ :z. rt flP IF& %.t U.. mrt:rn. or :::t::c ..-.La to N ..._ ae .,. 1 I co.t O"Nr alld ~ t!lie ~ r .. , a.. wr ebal.1 •14n tM tzad:or•• wrl.t'tan z■q t. tor -= addl.Uanal t,,nda tar ■xt:,:a, -pricn-bl ec:uelly <loiag tll1--. x. ltn: gppms;m~ • ~ I a.-t:ar, in tbe cr::.,ar.,. ot !Ilia won:, 1a to ~ C1wo dt. .la a -t -t.14y con41t.ioa aaaad'l.aa 1apxa....t1ealN-DIIC.b lllatarbta.~ , -■,p at Clwo -. z ling -117 --or by _.,.athara. L. §ffl 0?:P:P!Z!C?-: '0poa cmupl.Uoa ot tbe won, the coatr.act.or llba.11 prap■rl7 cl-■11 and tidy --...S t!1■ •~ ar.e. -!Ir lwl ....s z :: any ar all 11. 11. exc-• N,bri.a.1■, .U.rt, daffia ;rraua the •ita or to d1ap0$: ot M>e -41r■cted by thill "end cape ardutact. 9ff'ID'S PTOI!J1• Dm:ing t11ie uc-o~ t:ba von:. u,y »atarial.a, aqq.1paant and ...... 1-.. .. ,. be praw:ldecl by U--r end -l>y Clwo contractor 1n t:llon jab: for sudl •Uriel.a, ,ecp.iJ.~ end aerYic:aa, 'tlla. ~ I.a to 91,,. ::.-.dit bl Clwo -r et t:11,n .tand.er4 ==-nt ra,'t.■ :tor sud1 iteae. '3'Jdll ~it., 11' azrr, will appear 1n tN f.lna.l l>il].1n<J "7 ~ cu,;t.za~-t.or to ti., -r. n:au MP :u:::s:xrxQTIPG~ AU 1anct, PinlJ hl:1,a41ng ·p1anta, 9rc,uxl CO"Nr'II, aail ad41tiv-and crt!l,er lliecall■-• 1 nnd P■ i~ allall be pro'Pid■d and inat■ll-4 I.a atri= ■-z1W>Ca vitll pJ.an,o - •~.lcaei.,,;. prapand lly ~ dat..i1/ZlfQ. ~ . . . ·. '· . .. rv. SncDI. COllll:tn:OIIS: A. GBIDIJ!G: l:nda all -by tllll.Df u,d/m, ,._,,1"'1 eaarpl11a aoU aa r hdl to ~ proper iZ Le and dra.lnaMJ• aa Snd1cacad Oil tba plw. thllw ot:ll,ervi.e-. nat:Ad, r1nl.ela ,nd,e aball i,. i..1-bPrdac•pe .,. follow■: 2• for 91 ,net COifer areaa, 1.• tor lavn araaa. a. lPTfflUU: $ Pb I € i I: 'ftl.a •il Mall DOC tie vorud vllae aaiatura canc.m: la -IJZ'8At. t.bac --•l.,.. : ,....i_. vUl occur Dar odlall 1t i,. -d,cy that tlllllt will _,... and tan. ill Clwo a1r or that: doda wUl -t llr■all; nadl.ly. Water aball i,. applied, it n u,:y, to pra,,l.da 1.saa1 ... 1.eun coneent tor t.llliaoJ. c. YU'.Q ltffl?Y!J: ...,_, plus bermda q-raaa, eu., all.all .,. ""9 wt rraa all pl.en~inq Jr,,. by t.uir roota wberw■r posail:tl.a and r ,ad t%"cll tha aiea.. lbcra MC .... zy t..o ~~of 'tl:lia aacarial, thll contractor abell apply one or PDr■ traataen't.a of a -'Ciat'actaZT daea.lcal .. r ...,tactur■r• • tU.rect:ioaa in r.g:ard ~ : ua-cion plu allowancei ot an uupl• pariod or tae far etfactl.-padonanc:e prior bl Clll.untian. ne aita eball .,. -.inui-in a - and li'tbr tr-condieion dllrini:f l:bll _1. .. cenenca )Mlr1od. lleeda ■llall ba r :eel at:. t.tq =1•• edc:qnab ta pnven~ the -turation or weed. eaeda. D. !I:!:m: 1. DISPECnClf: Planb ■ball i,. subj-=t to 1-pect.lon and appraval ar r■jeetion by l■n4M2p■ arcll.lt:ect at. plecn, ot 'l=vth -,4/or Clwo proj-=t a1ta at any ta. barora or dllrinf proip"aAe ar VOrk :ror ai2e, Yari■cy, c:aaditiaa, let.ant. dat'ecu. and inju.riaa .. laj-=ted plaat. eball i,. z wed. rraa ci,. ait■ • 1 Uataly .. 2. CCIIDITl:OIIS: Plante eball i,. ■-trical, typlc:a.1 tar -.ar.icy ead •P :1-. wand. baalthy, vi90_..,.,. tr-. rraa. plane. 1'1 •-~ ta et pn,te or tllieir -,p and aball have M&ltlly nm:,u.al root. ryct • vell fUll.Df Clwoir ca1u1Mn, but ...c to -pol.a~ of be....., raot --,. E. PNU:S & !QM: Pnt.■ct en4 -■1-.aln all plenta ~ .un, ~ht, vind1 tll•R. rain and b.-t at all t.i... betorw e..i durinq plaat.lnq oparation. 7. PI-!:PCCD!'i ,mrr-eee I i ?'Pl nrr, UP MHlfM: 1.. Plant. aa.t.arial.A in q1&&11t.it1 .. and •iz-apeci:tiacl shell, aaer ~ operationa, be apatt.ed eppr:,LJ11&t.■ly aa abcMI • tl:la·.1eM■npn dz'avinlp and are 'ta N apprc:rnd )ay' tu lenda:apn ardd~ kfora NiJ:19 z , ad tr-. cant.-J.nera aad .ac••••~ ■oil tor planting. 2. .lll becktill -1:.•riala ah&ll llloe aixed Uiarort:p1y on ait.■ betora aalnq. Jl.. :PU,n:Il!Si: 1.. CanUin.1-.;:owu plants ta N plant..S 1D piant pita ~o (:1.] ti>aa vidar than plant cuntaber and e d-i,U ot tvic:-t:»,e haiqht. of plant. coatail)ar. Plane .c:rovn t.a b. •11~ly bi9bar 'l:!Lan iu na~l IIJ1"D'Viftq hight eftar .. tt.1...,.t. 2.. P:una plant.-a.a dizect.ad l,y hnd ■Clllpa ardlitact. J. All pl.ant.a ah.all a.. v■t•nd baedi.at.ly. bator• J>oc>:~illil><J plenU:,g ~i._. 4. All ■ruis rs,eeiv:1.nq pleab Utd/or hydro•• ding U.11 M »aisc ~ai a depU at ,. =~ ~ or pl&King. , • Plant ell p).ent:.a 5 • •inbiua :::nm irri9at.ion ha&dll C•lQPe■ only). 7. See.rity ~ ■id .. ot' each root. ball prior 'Lo planting it' circular roe~ 1• .vid4nt. 1 .. Plant quant.1t1•• on 'Cha plan •~ ror th• con-craceor• • eonv..1innc• and not qu.e.i-an:t...ct ta bill ac:curaea .. 9. Plant aynbola telta prwi:ed 111:S OY•r ~'t.1 ti- epec1t1ecl. I. J.l.l VCIJ:k. Pb.all be -dinctad by ~r•• t'i•ld. rapraaen.btiv., wha .ta.ell b4: appointad prior to tb• =-ene...nt or 'thia vcrJt .. ;: • Offltractcr eball -.it all aeteriel r■caipu to landacapa ardlitect:. X. P!!Drn?!YC::: :i.. lleillt.nan=oi period eball ""1: l>e<J.ln ,mtil enUn .lnatellet.iaa u ac,:,opted by Clwo -r. 2. 11e<nt■n--=e pariod ■hell i. ror ci,. hlloving duration: to de.ya. J.11 plane. and plane.in, •hall N gilnran-t:..-d for t!M: tollovinq d=aUona l>e<J.lnninq et Clwo rirrt de7 ot th••»-~ pariod: •· Tra.a and a.hrW:le, l!I qellon and larger ••• lilO day■ b. Sbruba, 5 9•11on and -ll•r ..................... ,o day■ c. t:raand co,,ar ....................................... ,o days d. t.avn ................................................ ~ ......... ,o daya lll de.ad. dmla..,ct. or liraJcan. plant. aaceriel, inc:l'Gdinq aodd-4 and •••:led lavna and. IJrcund CO"N.r, ab.all be nplacad •t. tu wcck intamla. 3. rert111z. vitll 2 llla. acbaal nit=qen p■r 1000 aq. n. at o,d ot .-.ch 30 dayw. l.and,ecapc -•~it-= vill •s-eir:F typa, depending on .:..son .. hrl0Z11 last fertilizing at •nd of aaintananc. p.i:1«:ld 1.n th• pra■..nc:a of ~ land■eape arc:hltmct. • PLANTING NOTES 1. J;endsMpa. coatn.~ shall rcpeir and/ar .. rapl.aeai &ny daalu;ed. pl.ent aet;erial '<hidl .Is da9egod clue ta Ilia Mgli-•. 2. Tandsnpe ~i: ah:lll b• b&~ed tor l~p• nrdaitact's t.iae ilJ locating ~ l~pe .a-carul. as nqa■s1:ed by l:l>e o:amt.uction aanegu. 3. Llndsnp-o =ntnctor shall siumit eU •-t: nt qaentity receipts to constru:ct.ion aanaqar UJJ!/or 1ands,p• archit~ for approval.. ' . 4. Coa:tzat:1:ar &ball pa:-tor.a &ll f'e:tl.U:z:ing-in. ~• prase:ica o, the ~= aanagar or lmdscape &J:'Chit~. Se• S.oU Prepen;UOI! llaqUir ... nt: Dis sheat. 5. o,ntraet~r .ls raspcnsihl• for --■int■Wnq all .arus ill • va.d and debris tra• eonditlc:112 ~uqhcni:t. t.ha ..-..bt.ana:nce period. (Se• specificeticms) . • t. Plant -y.bols tu.a prac:adance cvu pl.mt qaanti tias. 7. All plents ohell ba p=t■=ad ■gal.mt l>oet, s=, vud &:Id. fros~ dudnq tnnsportaUon bl tM sit. and vllil■ l>einq h.4:ld at tha sit.•.. l)o not atora plants in total da:'kness tor .a~~ ana day. • I. Wll ted plaat ,..teri&l shall not II■ pl;mt;ed or us■<! on Clwo proj•o:t. ,. Do ?lot dm<,• plant ,:cot. ball dm:inq tnnsport&tion oz- pl.anting proc:qs. 10.. Plant. ma:earia.l aay be rnj4'C"tad a:t &.ny 'till.• by th• landsce:pe ueb.itaet. dU to condition, %or:a az-dmq• Nt'ora or artu planti.nq .. U. t&ndscai,. • udiit;a,:t sbaall &pp:-gv• Uual plecuoent; ot all -• sl>nbo: &Dd vin■s prior to pla:t.lnq. .12. All suda.:a roc:lr. and debr.l.s l" end l&.:9-r shall b■ u •■d C=-pl=Ung ana,; &Dd th.a trua 1:h• site. 13. crcwn or pl.mt shall be 2] 'sbt1 Y bfshtt, after sat::l.ing, 1:hEI edjaean,: soil. 14. -■ b:.es as dinc::ed by 1&odsnp. arc:!iJ.tect: .nftor • inspection. 1.5.. ~• v:a.:tar basins tr0Jl all tree.;; 1oc:at.m in la.vu .areas prior to hydrosaedi?iq inst.al1at.1on. U. Any and .nll d.amaqe in Hv al:ld ez1"tJ.ng pa.vim; ca=-1 by th• CClrt...-a.ct=r shall be. the znc; asil:dl.ity ot: the c:ozri:rac-""....0%' and. be. Np&ired by th• coatta ... -tcr. 17. ~nil 1ll t..s a.ad shl:ub:s prio.:-to ple.n1'!~ o.t 9=""dccve:r am/or l>ydrosltediJ;g. . __ SOIL PREPARATION CASTAWAYS Ornamental Planting Area Soil Recommendations .. . R;sgmmm;btiQn,:; If surface soil ~paction has oecuned, all .rcis tJ b: landsop:d shwld be ripped or till~ to a minimum 9• depth whcr:ver possible. ·. Preplam surf= soil prqiamion \MOTJJ\7:JOOO ~o FT S cu. ::ds. niU'Oi-:n stabiliz:d s.iwclu~ derh·:d from ~wood, fir or cedar IO lbs. m,bl: supc,pbosph3ie (04~-0) Il is impol'Unt that all th: above ur1:ndihc:ms b! i..nlformly Oroadcan 11,d thorouehl)' ineorpanted 10 a 6" d,pdl. B&kf'lll mix for comaina shrub! and boxed tr= ·- A!,l_QL;"'uict' Ul 0.8 ~ yOs. site soil 0.2 cu. yds. nitr0gen stabilized SJwdu51 per above I lb. Cl-48-0 2 lbs. iron su!Catc• •[rcn sulfate ~ caus:: sevete stainicJ if it comes iD cont.Jct with concrete surfaces. The prepared backfill mix is to be placed around the sid~ of the rootbaU. For large bo,; u-ees use oi:il\· ill the uppor 12• or biCl:fill. '!'be so~ bclov.-1h: root mlr shculd bC loosened u,iam,nde<[ siie soil: • Po,tpbnl fi:rtili= IIWllt=nce sho•~d begi• approximately 30 days •fie" pllDling. Ammoniuni sulfate (21-0-0) at tbc ntc or S lbs. per 1000 sq. It. should be ,pplicd .. .,, ♦S d,ys. However, to ensure tde,juato soil phosphorus and J)OWS'Ulll a complete Ccrtili= such as 16-6-8 should be substinitc4 for Ihc ammolliwD sulfale in bu: bll.Plld •rim ill early spring II the nu, of6 lbs. per 1000 sq. ft. All fertilizer applicadon.i: should be .tnadc when the plarn matWaJ is dJl, .,Follow each fertilization with a tborou1h irrigation. 'When plants ha'\'C becor,1e \1'dl established, the: frequency of fcrtiliv:r applicitioni an be dr:on,ased. 1 l 2 X Depth Sae Specs 2 x Width Sae Specs \ Legend 1 or s gal shrub Water basin 3• min. depth Finish grade Amended backfill See Specs 21 gram. plan• tablet See Specs . . Existing soil (J) Shrub Planting Detail Plan View 0 I'!') Prevailing ~ Wind s· -::, min. II -0 .. ~ .c 'ii " ~ m< II -::, .,, II C -· .... -=-,-<-" 1· -o· .c ,.-C. . 3• -o· ... 0 i:, ~ Legend ~1f-l::::rl n1:-~• & (or approved equal) ~-----(2 2· II x 10' ledge pole pine tree stake 2 typ • Keep clear of root balL ~ install on all treea In turf areas. 3• high water basin after initial watering w/hose. Remove in lawn areas only. Finish grade . . . la-----{ 5 21 gram. plant tablet: See Specs See Specs ~ Root ball. • .. Root barrier, 24". By Deep Root Co,p. 2 x Width See Spec, Existing soil • Amended backfill See Specs @ Tree Planting Detail Double Stake ,: in _ -1=il1 = -II -= 2,•-v1 ~ ~ ~r-110~ !'f:IZ-~ 12-• ~lt'P1;i,1t.1,> ~ A ~• e,,x, AFPc::>~ ~.MP ~U!e: ~p-,v ,,_, ~L-- ,:;>f f't:'1)12-. 6'11~ e>N ~ ";>JR'S-<?I" 11!~ l--t,01 C 1 J..1-) . 1'!,?Alt-1 i=t'-j ~ i<lll!l-flf.:!W-~- '°11 ~t;, fYC. P.~- ~ 9'71'11"'1 t:'1--F'IT" ~ Ml-1f. ---@ 1 °f.atm _Tree EJantfng.wthAugered.Sump . 1 of trl ~ . ... . • Ped ~ stakes t! 5• o.c.-sa1'zs shel:1 .. ~ side and II!".~ tq, ~ cut-at<IS ~&194 typ. • -. . -. ·-. . . ~ ~u,bo,;,l • ,-.qw:,:d far: ~id ~ e m shall_ "t:e Wd Red\vood Header Boai·d Detail HIN• $.:u>-.,::.-215 o ~.No ;'i:7MIX'11-lpe,:$ • f. . _ IIIEilllE:HIIE 11111 @ Concrete Header Detail ~-.::.:-.-;·--==-====·--,-~~~-:--:-:---:---_;.~--:-:----,-;....--;._----··..;,;_ ____ ..;_ __ _..; ______ -:-__ -:-_~~--;.._---'{r._:-------=-:--"-'.•-::---~·-:--;__...,;;. ___________ --,-____________ ..,.... _____________________ _j Na. a., n. . . i .... ------~,,,,.., " --100.....-..:tl~ s-ao.-,e..c.·mn: (1141 .)IMG4, ll1~ n&,lt:,a I'.-: (71-.,~ Project: Castaways Dover Drive Median Taylor Woodrow Homes Sheet TIiie: l8 C ~ 0) <: --s r:::: .~ -e; ~ ·%! ·~ cS ts ~ Planting Specifications '3 Job: 95-o55 c-. Da!ac 6119197 Scakt! Checl.ed: s~B 6 Qt; -~ ~ .s U) a C ' ·- ,, ,, ·i I ' ' i f C . . < ' f ' .. ,. ' ~-~- C ' I I ' r L < • m " 0 ' " , " ~ § 0 5 ~ z C < rn m • 0 ' " t ~ 0 " 0 m " ~ z C < rn m • 0 ' " t ~ E a 0 m • ~ 1- z • z C as ~ < z rn .m 0 m ► JJ r ~ □ ~ ~ " \:; z :,: 0 " 0 JJ n ~ 0 D " 0 ~ z i5 G) z z C as ~ s z rn .m n m ► JJ C ~ 0 :i " ..J ~ I ,_ \~ .2., C -....., N ~, ii 0 0 r 0 I 0 0 ~ " 0 ll z 0 G) z • z C as ~ < z rn m n m ► JJ C ~ 0 D z " " ,; z :,: Q 0 0 JJ n 0 ~ D " 0 ~ z ,...,