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HomeMy WebLinkAboutW_5368_S·, • ~ .... 0 ' Ill -J, -.E ~ & -ai E ..<:: u e u C: w ~ < ~ X M NOTE: ORDER OF WORK: 1. PLACE TRAFFIC CONTROL 2. SAW CUT ASPHALT 1. ALL WORK PERFORMED WITHIN THE STATE RIGHT OF WAY SHALL CONFORM TO THE CURRENT STATE STANDARD SPECIFICATION, STANDARD PLANS AND ENCROACHMENT PERMIT MANUAL. 3. LOCATE EXISTING WATERMAIN AND ELECTRICAL MAIN 4" ELEC CONDUIT EXISTING 8" MAIN WATER LINE I LONGITUDINAL StC /ION SCALE 1"= 1' u □ 1 w w = D -. ,-4---.....-,..._ !H.C.! _, VAN -I w ELECTRIC CONNECTION BOX - CATCH BASIN AT 2701 W. PACIFIC COAST HWY APPROX. 450' NORTH WEST FROM THE SITE w z :::; >-f-a:: w ~I IX • 0 I 0 "' w EXISTING BUI LOI NG 2. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306.1.2.1, EXCEPT THAT: A. CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE. B. HAUNCH BEDDING SHALL BE HAND TAMPED TO 90% RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HOPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON THE REMAINDER OF BEDDING (ABOVE SPRINGLINE) MAY BE COMPACTED CONCURRENTLY WITH BACKFILL. 3. BACK FILL AND DENSIFICATION (COMPACTION) SHALL BE PER STANDARD SPECIFICATIONS SECTION 306.1.3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 90% MINIMUM 4. TRENCH RESURFACING IN ASPHALT CONCRETE SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5 EXCEPT THAT: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSION WITHIN ON FOOT OF THE CONTACT JOINT. 5. NO SHORING SYSTEM REQUIRED FOR 4' DEEP TRENCH 6. FOR TRAFFIC CONTROL St.c. SHOULLJE.R CLOSURE DETAIL ON SHEET U-5 7. SEE NEWPORT BEACH STANDARD FOR TRENCH DETAILS AND RESURFACING DETAILS ON SHEET U-4 8. CATCH BASIN AT 2701 W. PACIFIC COAST HWY APPROX. 450' NORTH WEST FROM THE SITE 9. STEEL PLATE SHALL BE PROVIDED OVER OPEN EXCAVATIONS AT. END OF WORK DAY. STEEL PLATE SHALL BE 1" THICK. 11'-6" DRIVE WAY T-4" 4. EXCAVATE TRENCH 5. PREPARE BEDDING 6. LAY PIPE 7. HOT TAP 8. CHECK LEAKS 9. BACKFILL/CONSOLIDATE 10. RESURFACE 11. REMOVE TRAFFIC CONTROL TOP OF ROAD WAY (ENTRANCE TO PROPERTY) EXISTING ASPHALT PAVEMENT 1'-6" 'o I " / .. / ..... ·_ , ,. 6" MIN .•.• 4'-4"-. O" MIN. z ;a, ' 0 I " .... •• . ' ., .. , ... , :: ' 6" MIN. 1'-6' EXIST:NG ASPHALT PAVEMENT REPLACE WITH 1" THICKER ASPHALT TO MATCH EXISTING SEE NOTE 4 ~--BACK FILL SEE NOTE 3 ' (.'.l ;£::~ <.O 0 10 . w -al BED!JING SEE NOTE 2 lollol :~ ACCESSIBLE ® ), a. @ • '· ® 200.0' 1: 2-4" ELEC TRIC LINES SEE DRAWi NGS BY EDISON :c U2 V -~g~ NO -0 PARKING i I I 6, WI ,2-4" ELECTRI~ LINES -------'----...;....----J--11SE--E--OOAWINGS BY ED,~-N·'I--'----~ ON SHEET U2 = 2" WATER CONDUIT 4" FIRE WATER CONDUIT f"" sem 2w O::z ~:::; ), < >-.-< Vl S: • © @ 0 TO DOCK -Fl,/ TO DOCK -+-1,/ F\J \,J . @ @ ® G) ' I I ! F\J \,J ' -- w INSTALL 2" DOUBLE CHECK VALVE (FEBCO MASTER SERIES F-850) PER CITY STD -517-L _, SEE SHEET U.3 8'-0" 2537 W. COAST HIGHWAY w ), SEE LONGITUDINAL SECTION ! 4• o'l 45'-o" l , fol EXISTING 8" ACP WATER-MAIN L INSTALL 2" PVC INSTALL 4" PVC PIPE ' I /_ AND NEW 4" PVC FW LINE TEE (CLASS 150) , (CLASS ~"2.-00 / 'f CONNECTION C-900 CLASS 200 -.-0•~ FOR DOMESTIC WATER~ FOR FIRE WAT~R ( ~ -~ VSEE STANDARD DWG 505L ON SHEET U3 E --E --E -+-E E ___ E E E ___ E E E +--~ INSTALL 4" DOUBLE CHECK VALVE '--6Y. i::-::J (FEBCO MASTER SERIES F-850) PER -Fl,/ ---Fl,/ Fl,/ Fl,/ ---Fl,/ Fl,/ Fl,/ I-+--Fl,/ .._ CITY STD -517-L~f~*~~\,J~~~~~\,J~~~~~\,J~=~~~\,J~~~~~',/~~~~~"'~==il=Hf--==::::::---H SEE SHEET U3 \c1 ,-..__ -~ I -..__......._ BOLLARDS WILL ~ • ", 9'x14' ,, 1-0 c;P..,Gs..: lt-.l>" "'flZ "', C , ...> C.-0 , <2..€ Be REQUIRED 148' -0" · -, ~ Ii' , , ~o PROTECT THE , , I ENCROACHMENT AREA WATER METER~ ), ~ EXISTING 8" ACP WATER-MAIN DEVH E FROM TRAFFIC --I @) G) F~I F\J \,J - @ ---F\J ---\,J INSTALL FDC_j ), "-), @ ), "-), ), L,_ ), CD +---F\./ -- 1----\,J • <O I io -t:l. .. 2525 W. COAST HIGHWAY wl z :::; ~1<=? a:: 0 W O a. -0 a:: a. .... 0 '«, I io I') w >-<( 3: I 0 I I- (/) <( 0 (.) (.) I.J.. (.) AND NEW 2" WATER SERVICE LINE TEE. SEE STANDARD DWG 5051/503L ON SHEET U3 b·-o 51'-o" ---------,--------------------------------,F-=,---------------='--=----------------+ <( 0.. • SITE PLAN SCALE 1" 8' TRENCH SECTION SCALE 1"=1' 4" ELECTRIC CONDUIT 4" ELECTRIC CONDUIT ,, -~·-_ -AERIAL MAP SCALE 1 "=50' CLIENT ~O:,..,F~ 2500 Via Cabrillo Marina, Suite 200 San Pedro, CA 90731 • NORM GOODIN , 2523 W. COAST HWY N~WPORT BEACH, CA 92663 , '· I -:,, <., £2' ~-~----------+-~-~,~~ NO-REVl•ON er DAtt No. C EXP.6 Planning and Engineering Services For Marina and Waterfront Resorts Tel: 310 548 3132 Fax: 310 548 1924 SITE PLAN DESIGNED BY PT DRA~ BY PT CHECKED BY TB : _. . - •. :iil11ii.:" 8 EXISTING BUILDING GRAPHIC SCALE 0 8 16 ---- - SCALE DATE 1"=8' 5-14-07 JOB ""' 2142-I SHEET U-1 1 OFS \ E a. " "' .;; ' " a a N • c,; N " 0 " 8 " 2 ·§ Q_ • • .. ! I CLIENT , . VI ~ t;; ~,.m-1 1r..::.1'--- .... -. .,...,.-.... _..,.._,...,...,.,.LMIIW till- E~ ~; ling :s!ruc:turt.S !f ,-wn en tnl& ,•-.:,wins -eor.(t1lr, tlJ'lr.r; ,?l!d ooblo ,-•;Jd O:'{Lli-i;iffi!lf1;. ~71~:, :·ir1,;i ~;n,i-:-- .\1! I!' or t,rw;, .1n9 t.'ut M"O fl ~ r.:i !.) e o::t~ ::'.•,"',l. Y un~a,, :.,...,. l:r 1•,:.lce. of [~jite: Cc-. pr.:r.;onn~ ~ 'ffl'ler4 cmiclu1t; ,ar11 plc.lticd ur, ,or lnt~t-..~ • .i:e!!Vi:o=lc:r lo rncr11::lrel Cll1d ln&1cdl cull IUp-11 ff~" tllrr'l'Jl"lci, \-0 1eff!11!10J, . tJ.r-= 1-,;2:x 11 .. .rifl'.1' f~: ( .. 1s·t iivk ix:/.?f)ft .JII # d,/IJ: -J rv f;, (1!'1r<) ·,·:-.· . /1-~ 11 -........---• t' V • . • ,---J-;;l&-f'k '· 1'.;. • i t flm : J,0 ,._ 1·'fe, J 1fo ~ / ~ { NF-t) • 511 ~ ll· ~ { ,J,'f lr-r.,,,f ~ ~ j§' -r"fJ/t,, ,171.() ~ f 1,-(,Jtli-tf) J:~111' 'it J&"~~ ~,..,, JN: i Al' ,_.r: J,(i J -1Yt ~ .. J§o i 1-/401~~r1. -. ' -'f'(J 11:.ur Mf.lC. ~N., . , :J5'fJ ,-, 111)\ flLL--~r""l-..~l ••• . u,,..nm-. r•Jru:;• ,:,,;s,,._) ::s--w. 11'\l 'l.!ZJ 'J .,,..}!'' v",::r . ..i. ' '•!..~;.-~ • .,.,' -~ '"i~.::' ~ WMHIJiG The ;'(t;:;Ddeci9 of Edlsoni unde4gro·.md fadk'fes. as :imr,t1ed, m b&!Blt'&d ro oo a:a.1rali. The ~sh21 l:ile eD sh!pe; oo::assary 1D aVDi:I mn1act:'Wih undaigmmd facifiiss, wlriclt may :rowll 'rl rn_t,yr.::, pcrs:1nnml «-dam11p1rm fadlrfiftS. The lir,al ~Oil ,l)f mffl miCtlS, and IIH~ 00,1 of repair tr, dBJ11age:I fit:ililles,. i~ lhfJ ~~~!Ii)' qf ~ ~~r. ·Soulhsm c.arirnrnia: Ef:1:..cai Ca-mpan1 • • NORM GOODIN fij: ;--.i.M'i1< f~;,.., M6U~Dof~ ts+ ., ., 4 iS •• .... ,_ ( Af t.1 t.lJ~.r • M'JJt. ·fo,~~7'!1--fr1 r b:Ni -411f. 'y11/J'i. \\'J' Ufl/W 1 UNDERGROUND SER.vtCE ALERT 1-800-412 ... 4133 ~ 1 -ll!0-227.:. 2800 CanlJSA. Far Un~munrl lncsn,g • 2 Waok.lng Days Bmi11a Vc1r Dlg • COSTOlQ NOT;: 1. sa;a:)l.fl l=° .4IJ fYl'C :a. · 2 ¼' & .3' OUC'i' t" 36" SWEEPS • • 4' ~ B' DUCT =-= ,«!. S'l\'EE?S • 3, 60-IEOOt.E 6:J s.weP AT RISER POlS .C. DU:T TO !IE Ml~IIM~.517 813.0W Fffil Sl IEO G.llft.DE 5; INSTALL ~ PQ.V P..u R:'.JPJ; IN DUCl FOR IM.l.l D FIJ:1.1.!;G S. ,DUCT U:JST 9E·IHSPECTED SEFOREBJ.C~II.U."•G 7. DUCT LUST BE~O .r.Fl m W.CKFILL NOTE: A ll&HIJUR ACWMK.E HCiIICE 15 R:JJ'JRED FOR UT\U:RGROUNlllMSPECTION, CONTACf ;;ci;, 2523 W. COAST HWY NEWPORT BEACH, CA 92663 NO. REVISION BY DATE I > I -J;.J,,f I ' "i'' ·4?!r?f . I.· ~ ' .· • . J t I . • I ; _. I I --• ·-· .. --__ ,_ .. i... ... 2500 Via cabrillo Marina, Suite 200 San Pedro, CA 90731 Tel: 310 548 3132 Fax: 310 548 1924 DESIGNED BY PT Planning and Engineering Services """"" eY PT For Marina and Waterfront Resorts i--------'--'---------1 CHCCl<ED BY TB ._.,.., •• "'"tW"'•• -w _ .. ..., ............ ~ .... f""lt,::O~ ::-1 .. ~1:,~ L~i!~rr . ..:Or:"'~eu .-ilt 1r!!=•·I"'•::,.:.:,...,,. .:-=-' n9:,~t rr~c;;i ~t !O!Oir1t:r r.c-r.~ ;:~1~ c-i t-r: •o•t•.~; tl;1) ri; ~ e ,:,,.:i,,u -.r.,:~ ~• fll't.. ,rl IC'C'"f ' r:-p:C'"' .,-u":::. '.: ... 'l.,_~ -..: r' I..__~• ... I It~~• ~I', f;td'--.!l"!if'iil~ f.,-vt,,, :-r; .. ,;n~ ;, .... J, r,n.,..,~-f!ilC'5i, ~~:..-411' t-t~ I·· ;.'IJ"11f '~ IJf .. ~ta,q. I ~1.-~'" 1 • ) 11 ~ 1!/.--It J ~~ ( ft.:µ) 1 P H .lf 1 : 1 f}I: /1 " JI/~ ~l/tJ ~ ,1-).(f.,;:qJ f.1 ;'Jfilf ?&-Jf'Sr ,,;: ~()J -..J 11~ !11/t '. fdJ> (~,.,.., ,'fJ9 ~•>t"Ir( ~ mr: µ' -,Jf(e, L-7/r,. ~ 'f,. t~,J Tt M;;.11 ~J'R NEW UTILITY LINE DRAWING f1,tff t.ifl J SCALE DATE 5-14-07 JOB NO. 2142-1 SHEET U-2 SHEET f 2 OF 5 E Q " "1 " " a a N cre N >, 0 " C 0 "D 2 .s C Q ~ ..... 0 ' l!) ... ' l!) "" E ~ & -fij E .<= u "' e u C: w ~ z X .. .. .. CLIENT . CUJ\STR1,;'CTT(JN ~o n;,'!l: G "IGI~ PT btf&alt 11i,.p11 GI (111~11) --''""' D-.a (i) Eu.,"• -..-1ange. 1srcle IP'!' hlcL Fat.;J Cr 31-77 ~~ J:r<::11 J-::2~. (i) ~~tu 11•.ell M .... ,,.,11 .. ll'Y "t, Dltlll" m,cits-b:i:11 la, i-: :11<.ici:. © ,l,r..it. 111111M l"r.il 1111::ip 'l";h te:ua~ t•T IJl'Ct •'l:l h-lll-116=d ~ll loi::tk-V1:1 .'al111c. .,_,:Qi;i.w,· <r I Ir( R'='A1J-~ • (9) -)PC' -~· '111:t ,c~, lakiiw. @ l:Sllq , ....... ~ ...... a..lH:!ll •• equbo::ll(l,t dc.111c,-Q; .r.lll'ffl ttt:i'\4, © i;;tRJt." QWf:lr.i;, lll?.1C: :r 11,a.1..-t~t 111~-n•~~ .:z~..-il~U-(. 11 su.i.... 1.,_ ■ ..: ...... -~n r-" ~~h. @ 11::11~ PT i-lcl br .... 11''1'" e1 ,lhlt hi;-1 C'IDl"P(ltllt:'o:l't ~~­ .~ .. II'\ ,-11!-! J a Ford F&-:i3D· 7. 01:!:-!IlRAL NOTES; ® D::tilil:1:1 l:1 ~ . .:: 11L•i=1= ..... w.-:ri:111',ci t.":h lf,r; p~.., ,,._II, ,IMIIOJ ,1-i,ll~ OI"' F:r4 2tt~IP1. @ Cono!ftte rret.:· •~,. Ei,le ,iwe~ 1111~0, ._!1,1:ct ,:c t"\l,ffi;; IQXl"l:I rc~lrc Sl.,,'11 ll■Rh. -"' G Cl:.f!_. 4ei-· "8lbw,. ,IJOIJ ~-CQ.iW .. ,tl i:i.,_t11;, n-ppe· ~ma. @ ,-• _t-;scs Clll'.pl~ (Ult-t:111111:,,_J cu (:~ (i . .g r.u~"' <l'\'!'ptr. 111111~ 121 ,i M"Clt Chila, :.1111 H,-·-1:-1 • tr l:(t..41, : • ..,.t DOPP~. ~Im .illcwac, 1&1111hr r.~.pl-~r. 'Afl .,,. 1,'C"n"iUC'd Cit ;111M-\'d11 nt :,,1-. t.-.t :,r !l'"e4.ttr'. 2 .... )lliJ.m11-"1111fll-hfl.bent ."'I dd:O:t-Qll::lii end ~"M1,u h ri~ .... r:Pr.ri '7' ~pa-t&bc ir.11&.I! liw .u a::,_,,-r:uotrll'jl 11yn-ea.-r: nt ~ ..::c,~a Iii.Um,• Bo.it ff'" ri:ri.11:JNI ~-fir t"~ s~:.ill ~-.... _..,,h11. ,1 ~=-S1C-• ,:;J,:i •• l. t:r ml"1'1f!l.lrtt lf-'CC,"1Q c::" rrul~-=lt, !.tt..,_"'c: i:~r.ar..t111-. 4., ~ ~n;:-::IO;)-ol_ tlr;f SK.hie.:: ~111-!tWLDI■ -NI • ...__ ·~ f"',::111\!'o. ~ !A•~ Uto!t' ,a~l 111t', 1111 m•■• lnl't1r Ml!II i,, •1Ye• ~c=cd 1'1\Qkl~. Ii. FliY,;; 111t1l r.;wnp'V'11151or= 11":t'n~ en til'lt,lh p,d"i.ikal. ,. lv11.fa~:e"n ;1911!\III 0-:pe, t" i:;!l'",1tt-~i:'t Jr.x:, 111atca m11h •.11 """"" l:IIOIC. t,lal• n"'-'t la:: l-'f-11111d 11:I iq:rlllJ Illa 0:>' ~pecl:il l,'l'r"ll':::t°mlOn :iin·~ wh11t11 mni-,i n'\11 &hclo, Cf" ,:itr,er o.i.tdiUwm _,..,n-1. ~ Al lf':t~11111 :ildl I:■ ~-ct1111111..., ~!I • .,.,... l!l~eli er~ ta ~ i•::atallcJ .::111 :11:11:1d Jfo:1111· n-nin~ r"'~ t::i '5i"D-!l:l!h .. crrr UI• NJ::WPORT Af.AC'H .FUUL...ll.''\lioUR.K.!I O!=J'.\P.T\ff.'-""T 2" W1\TER SERVICE D,,.·:.i...u .. .Jlfl,j. UNAWl"\IG "\O, I ~-1 -?.i· r ,. ~1~111ii1 !:? 11:i-o., ... --.=11ffflnn -·· :"'i I 1) 503-L . ' ~-~ ..t;'ci--,,,,,.JtV-. r,,..::·/Tlti;=0---=: .. --. LJll,.+-,c=~ . .1, • .a Cun.shuction Nnte.'I: 0 Af:rm\11-, dP.J:lle clll!IC.'k 1d1111! a:.-.,1.l:I-,. C'L'til:11.:I rw N•-\wt F1::r.t-l-t11t~ Ut11t. (-,:tt-:i::ir; ·x-111:t. c;) a...n1i Yrn1s IU' bffldl, F?-F'I; Cit."'l:sl:. ruc:I D..P. ~) "!i\loFlrf fflt• ~t~ ,-,;f,111,, (f~ A r •/tl...-~il .,11.._ ~ O.:.P. m~l:r ll"ltd 1t:1•:-I :1r..r:11 (II.,:, @ I !irl 1:. il.N:\ ,n,_. IIO"i:JI', ~,s:r1,::o1ttc! J'rti!tldl!I' ,.;11• -,...J. © tf' -:hl:-lc cu. x.:r d&: :al;a:I'. F6.i:i(r.1a111I v,lh W1,-t ,. ■I t. To-eie irir,:1 tr~!t. OCn,:11:!t:!!, iih:l ~ (: 'SE(,--~ r.t'K, (iem,'1'J1) Note~: ,.,. ,, I 0 ~~ 1uili.a■ :ll' l1irl\ r.-..111 ,111,e lll.f",. FE ,. FE ~, FE ,t "1J 11:r.CS w/ fltlr:1,...-~n11::l111 @ -;roe~ le(! (E&C· id1~1--A.l,fil.d.l11J :-.,\'.(: ,riU:t" '1ittl· n:tng ·11.-x:. @ .~llftf,I, tii-,.,~._:l 111:l11Yu 'll'lllkr !IF" rnnlH'l,I, ~v::i 1.5D l'T hr1Jh!r. 11B Dept. ~tJ:.1!1.. @ ldt,G\d:le liit~l 1,i.» r..11111111:L pr ~'11:-.-V;.<-'. f,at-.t -t.:. 1111111:7 plpl11;J -21,c .-ald,-q. @ r-,IW tr".l!t. ~cc-1. :ut· :!ilil-310-i --1. 1 A I im~ 11-cm p,"tahQ S:lil tc txlatilr. ■it"'I ~--• .-.1~1' &t11mel ~-~ "lly.r.ul" ~ll'kllll+hl"I flf ft 3 ·"11· ~mt• (I~ <ltnl !.v.11 (~} n'ln:1t ('t :.i. 1r1:t {tad..; tijj;h 4~ .. •·-"'· ev1a ,hnt ti■ ....,~, er red. • Z ,'JI IHl:rws ~ct, GUEi~t-J--cn fttt11g~ it1td ~pl,·'°' al.11L 1;11 ■nsin•11:I I"-o:G.I"([ ·,11t1· MINA mt!ttl..rd ,II llt'I ft fflN rv,11,'91!1'".i('l!'I!' wt1p. .1 .-JI ,,,.IJ, DC!~ tfti:11 ·~ ~\'Pt: ]l!i A.of 11:.11 :.llNI. y,,......,. ... .,,, ~lit tdt~ ::il1AJ tn; mun11r1.--i::k.r■1I ·-... .., ... mdlcG:lk h::11 11.11 111<11r-M!l'lltlll:flpcGI ~Cl 'S'lil:;:t, 4. andc NIM 1o-,•,;e, didl to 0t1~Lc.lLJ i 1an~•--·l ir,mi11d ;n ~'IQ' Uhi'"-...u~ ::i~~ i:, !t M:k: :ir I :r hrr (:rr\' (Jr' .:-1.EWPORTDI:AGH JIIJIU."if"'Yr't>R::I rtFJlUT\D"'I NORM GOODIN 2523 W. COAST HWY NEWPORT BEACH, CA 92663 NO. CD 1t .. .i. ,. ~ ._. ., ,.... ®=•-"II-..-_......,.._olNf,ONlln 91111> ""-" ® =4:.:'·- •• , -~ ..iw -.,_ ,.,. ..,.._ 1110111-.itu~- _....,., ---'1111-tt i,1N_piw..,._fll ........... edSlc:"" l'UIUC'llftUll111PAlltMilft' .SER.VICE TAP TO LlNEP AND COATED STEEL MAINS • • Vew: not !o sc-!.llu @ - CONS TR lJ Cll O \J t:< 0 TC S; © ""J:pr~,!'C dit..l:111 d.wr:it •.lftWI --111,-<:lllritxt ;,:to lltlit"ti:o ,lt::iL (8~.YRI) "'• It.st -@ I P'h!I Ndli.d '9U ~t:aX, =uF'F,, t::an-ta1t 1i.,-I tJ, @ ....... ,,.,~ Wied.JC" q~t~ wl.n:i, 05 -& 'r" ,r/llw"i"',I tml• G; D.~I'. rrcrt:.r 1"111;.I :ia-i i;ai■a {fr.~. © 1,:cr lb. 1,mt ,~1ai:.1 ""''"' i='C!lr;u;.rttr,i;; h"111j1"dlJ ·,1flt', GpXL {!) e'· J1t=h s:n"K"nffll !A::b. ll'efril!J"C~ ~llti Yi~.4 ~ 'HU, 1111dJ yn ire::.ti. Oc:ri~t.:: :11:d .l:i::: ~· !11:0 .J2!..l "IDC • © LtJU(I ..... fl3111111nt1. c..-i.r., lll9C! DJ., Fli :11 ;e; IV FE ,. ...... r.-11 '11/ l:"Ahet' Ch:t."tJi. @ :Its !U:(:11) p~. CIC!II a:i mulf.i" li1r.!I r.'•1: •/ ,•11,t.yr.lly,en, ~0-=•1,ri 11• ,:::.:, (~t·o ,_.i11re t,i:,'l«ill t) catc~(.!:a 1:~r. i r-:r• C,LNE"iAL NOTES: (i;'} C,i~.--, r-t-l""l 1,1(9"', ::ii:PN...C~ PA~&lli; wulw ;,1111 r:'.C.~6, C: '-"'I '100 aw h!f"'li, 0 A~alcf:I• I'd-Ml r-~ 11..J;~D't.. t:ct ..1) Q!h011Wi1.-J rtla ttrlt<ticti lllll:r !iilD ~ -L. Fnr.1 ml n::ih'.:-. p"p~~ Gild ·1n111n51- @ ~lo' dwbli=,. IIVl"i-llJ lr.nMr., !t"l'T-"~ ffleffl ,11-..:-iri:i=.::., l.ly Wl~II ,.,..'ltl:IC: kr. ~OCilf,, @ o\111.111IA1 u,.._..L b11 mnt.-Juw: 1c l'"e-fflll_. lhl! :Ya~ml.il..-lA:- p-ov'd111 liJll-er hex' 11112'. ' (;) ',i&:,;r-8'"C! d"itM. IAr b11D<I kai,,. b)FIHUI 11111m ""A~IC >1 l"Wn:lh"!I lkrll• 1.-cm fl -.:r 2C tl)1l. Ri:;;i,,tla:1 .,;rn11 ■-11=-■1 Amii11 r-. 1111lt~. Dt IW~l?. t=-ct, @ Ui.:nre ~. tuber !JC.!abc:d b!III 1~·,,. "'n•-o-1 1\'11:t 1'111'!1" ~l!"'Jii:tf. @ flt~~cs l'nl~ b!JICI. p;-.-t Si'.l· tiUI L ~ I. .ol\1 WCY.111 ,-w1111 r!rffll Glr.l 1111, r,,c:19/NII ... n-. Cl NkyJ E"111omd. I.Kimi<; •■l)'IIINl'I" r.l'X!l,il:tlHI )1' (I .Z n•iJ ~tflff C;:,;,I u,d ,..,,.. r.i) t'C4t~ ct .: mb ~.i1eb) 1111;11 -s,1111• .,,."".. c:,,i~ tnan b~ Wit.do, l:1..c, ,.., IJI" r.mian. • 2. ,'JI t.:~ ~d, (Ul)",i"C: i--C:h Dtli"'I.Q:11 O"kl ~QJ111 ~11:f 1111 -tll"'IIC h C(OO"lt .,,;u, ,.,INI, :aLardcrcl In :r f, n-1> t=G1$dl:.,litnl!' IW'll~. e. ,'JI J:cncic..l:1:lb ._,1111 a ,:.,111 .'!.1111 "l"nnh11q1 gt'! .. t.led":i:ml~I l,..hl l:l!lb .t.-,1 -""""'111:ict-.n~ L'l'Olr. tt:l'ltt n·o111111.l11 ir11·1 w ill!, -o,11111t!■:-it1p ,.11•iM t11HI. &... llndl: 1\:1(1 rl~e~ ~:i:.r lie jlQ".ald ii IKllll'IIIII~ '}""~~ 1~ l;lt,. ~ll'lilrlin'I • ..., iii ~--... 11 1J kl'"l'J- C!l'Y Of NJ::Wl'OR'l' 131:!ACH l'IJLIL.11,,'. ',',-"011.k:Svi;;MRT\:1F.'iT A t'l'll.O\l!Da Double Check Detector BackAow Prevention Assembly Druq: •. -:ri:.'I l>o"...::: .h.11. !11114 Mr&\\1N(".; -....(t.. REVISON BY om No. C 50019 EXP 6/30/07 / V I. Planning and Engineering Services For Marina and Waterfront Resorts 2500 Via cabrillo Marina, Suite 200 San Pedro, CA 90731 Tel: 310 548 3132 Fax: 310 548 1924 DESIGNED BY PT CAA~ BY PT CHECKEO BY TB IH DJ!AnBIG) 'IYPlCAC. 1'HJW5l' lll.OCI. T.KRUST BLOCX BIWUNG .ADA L :X HIN SQU.Al{BFE.ET ,,., ... ~.Id r n.,.,.t'rltl ,r,. ~Jal . , ....... IIG"&IU ~-~· j A , ~ T • -~-• CITY OF NBWPOltT BEACH l'Ull'UC WUU:I ~.O.n,mtl' THRUST BLOCKS l 7 A ,I •• I IJ 1. I A I .I 1 ~ ~ ~ . I @---IIH~loll"r. Plan View: no: !c st>dc {:Ol\STRUCTIOKKOTES: (!) %h~:1 ul::ln::ac IIMIIIIII ..... p'lndJllll tr.11r.ldl;;11,1 4Dfii!li'"llj) wit!\ ....... "'O l~X(!t1 c.hll\:k vd-11 .It: i:1lm-n llr,:,t:rn ... .-r,;u1:1bed rJ"l:."i ·,11:..h-.. tft'llwT~ 1t141 CW Ut11til!!11 Cot. {6t-t-~C11j fm> ~Y<!!II~. (_,) :1::~ l:t!IK\ It T IL CeWlot"'t lhe DI. 0 K11~lir.t l&!dlJ!!t gcit~ -n.lwr.. © DP r'l'l.r,:. 11111.I :111r111-. -.-..;;& ( L). @ I :!II ii:-NfS: r~G ftU"'9!, I ctl1cntlt:!' 1-:tt9r jl!" .. ii/I :.:.:r.l er spv.Jw F'-· "'lt-"r.--ten95 wt-t~::L @E• :l,kk ~ ,;Ill). •~nk~•:I 11llr1, "'!.: t ,11 'Nt.,C, '"'" vn rr.e:~. Ocno.T.:.r.a :4 ,-1 l'I: .. !;A)••J25 .. rnbc. © ID" 1.H.1nl, a-.lln"t 1.-,lt"I 1-._ I: :11 A: It N,1 .Cft::I: iv/a"-1.·!ilri11. 1JffU'8 Gl::!11il\RAT. ".>l'OIES; ---- II, 1, NI -.COYe 7Cd• p~1i11) '°'!al hM 1111T b:11 'MU-. an Jliey:I Ln:mGI ~Pt :-r,'ll~n t:"lllll lilt"lf ~ a ...t nil prt-n.-~L M:I ~1111:1 (;'I) ;:::,i r-t Z r.lfs: (~c~) l.i:i!. ,qbc. •·ur4. t.n .-r ■dint r,,,-'l'llt:t!. ':.11111!. 1 ~ ._, ~'"'"· !· H l:l=iew "'".M d_ri:ine "', 11r.1-,,: a"ld pi]llq :.lull lu:: i;•.:,i-,irr. 1o1~, ,:n I! ml ;,,l~Ji..;i;,111 ~ n ntr.¥11 J(ll;"I .,_,..,., ~a.-.:1::.J, ... ""' tc11q~ l:ll!b S!IUI N fl'■'lll:.tl!t::tlll'Wt ~ ~~, J;i!li mrnl:l=.i;,i 11!.a:1. Ml■Mllnr.;1 tiht. o:r.neai:-au ~c.l bl! tlt:K.lir "Ml-.-flllhl'r mclen:ii:, ta"l « 111n-... 111,:i\ai11J r>1J,.,1 ~.c:• • "· ft:a:Jcd:n.-d■-.U:'!1 li!l"jl bl! 'bsklied "r. C!l'.il!l,'l!!'.t Q'l!IIIW!I m r:,,., . .,,,r,-urr a"l~ i:-!i. M:k x 10-1~,s. CffY 01' NP.V."PORT RF.A.CH Reduced Pressure Principle Bacldlow Prevention Assembly Ulc1•.•.~; .. -.1. l:hu. ~u• T,r )"(:ti -r-II II,• STD-520-L STANDARD DETAILS t , I I ' JOEi NO. SHEET DAT!' 5-14-07 2142-1 U-3 3 OF 5 E a. r, "' v r--0 0 N I ,,; N " 0 " C 0 " 2 .s -C. ;: -q " 0 ' "' -.;, ~ .E ~ & ~ C: (I) E .c u "' e u C: w ,t z X "' .. .. . ! I ~ ~ ~ Vl ~ Iii ANY PROPOSAL TO INSTALL UNDERGROUND UTILITY FACILITIES WITHIN THE CITY MUST USE THE FOLLOW/NG PROCEDURES AND REQUIREMENTS: 1. ALL NEW CONDUITS MUST BE CONSTRUCTED IN THE PARKWAY PER "PARKWAY UTILITY TRENCH DETAIL" (ATTACHED) UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT. FINAL TRENCH RESTORATION SHALL BE PERFORMED WITHIN ONE WEEK OF REMOVAL / INSTALLATION OF FACILITIES. PROVIDE "AS-BUILT" PLANS WITHIN THIRTY DAYS (30) AFTER COMPLETION OF THE PROJECT. 2. CONDUITS MUST BE A MINIMUM 5 FEET FROM CITY UTILITIES UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT. 3. ANY SIDEWALK REMOVAL MUST BE REPLACED IN FULL PANELS. IN ADDITION, ANY EXISTING CITY IMPROVEMENTS / FACILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED / REPAIRED AT THE PERMITIEE'S EXPENSE. SIDEWALK SHALL BE RESTORED WITHIN ONE WEEK OF THE REMOVAL / INSTALLATION OF FACILITIES. 4. ONE SACK OF SLURRY BACKFILL SHALL BE USED TO BACKFILL ALL TRENCHES, AROUND ALL VALUES, ALL MANHOLES, AND ALL POTHOLES OR BORE Pl TS. 5. ROADWAY CONDUIT CONSTRUCTION SHALL CONFORM TO THE CITY'S STD- 101-L (ATTACHED), "TRENCH RESURFACING", "ROADWAY UTILITY TRENCH DETAIL "(PARKWAY UTILITY TRENCH DETAIL)", "ROADWAY UTILITY POLE AND BORE DETAIL", AND WITH THE FOLLOWING MODIFIED AND SUPPLEMENT REQUIREMENTS: A. 8. C. NEW CONDUITS IN THE ROADWAY SHALL BE INSTALLED ADJACENT TO THE EXISTING EDGE OF GUTTER OR CURB AS CLOSE AS POSSIBLE. NEW CONDUITS THROUGH THE INTERSECTION ROADWAY SHALL BE JACKED / BORED AND REQUIRE A MINIMUM OF 1 SACK SLURRY BACKFILL FOR THE ACCESS HOLES. ALL ROADWAY CONSTRUCTION SHALL REQUIRE "TEMPORARY STREET / ALLEY / SIDEWALK CLOSURE PERMIT" AND TRAFFIC CONTROL PLANS APPROVED BY THE TRAFFIC ENGINEER. 6. A CONSTRUCTION SCHEDULE MUST BE SUBMITTED AND APPROVED FIVE (5) WORKING DAYS PRIOR TO START OF WORK. 7. ALL UNDERGROUND FACILITIES CONSTRUCTED SHALL BE PART OF THE "UNDERGROUND SERVICE ALERT". 8. ALL FACILITIES SHALL MEET THE UNIFORM BUILDING CODE (UBC) AND HAVE UNDERWRITERS, LABOR ATOR/ES INC (UL) CERTIFICATION STANDARDS OR EQUAL THOSE STANDARDS AS VERIFIED BY THE BUILDING DEPARTMENT. 9. CLIENT ADDITIONAL SURFACING REQUIREMENTS MAY BE SPECIFIED BY THE PUBLIC WORKS DEPARTMENT WHEN TRENCH/NG WORK OCCURS WITHIN PAVEMENTS LESS THAN FIVE YEARS OLD. NORM GOODIN 2523 W. COAST HWY NEWPORT BEACH, CA 92663 HO. • ••••• •• ------------------------..... ,.· . '• ' 111'".,J.\:tl 1mm1 f---- . ' .. .. . . ... . . . ~-:.••· m .-· •.. . • . . ' . . . . . _,..Troi&/1 ,'JIF:CTJJfJ Ok SIK1///I/G if lJITT _U/IJ!i3Ji.~O :!YI/(, TYPI.:W. L rfff/iCJi ·;!I}1i/ S/14C.!. E a.b. ,. 1P' /!/MAUI, !N ii.it • • cr;-M.flllt\'4, i!l:liJ/J/116 iHICIO.t;;;!S Dr Tl/[l.'C/1 ,:;[Jli).'11, 1M Sll::U!,VG. E. BA'1<'F!U SHAU Er fi")~ .,·1,Yl!JARJJ sPECJFii:Afl!l~ S£1:iJ~; 3i76-.r~ t.Xti."J'r illfl I k'fLM JY!.· r2/IF.41:Ull'! Sli'4.l !/£ SD Po"ilr.r:r,ir 11,'oJ./fi,"- J. 1.JJf]l/ it¥.. 1W!1M IRODI i/JiJIH IS EX!:'lf.1Y-JJ .. r,t: c.;,.•,i;1,i.:~;;rl11? 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C•'JU) P,1A1\i{~~ ,'IM1~ P.F' .t:tE,'].,":f.•!.:.J 1,5· '!)£-:C:P.M:~l~ r.'Y '!HF .9l('J~i:E, STD-105-L-11 7) ~:ou:: ,ttA,\'~"'i...' ~.tw i-'A'R•'>C 3H.•ii.l s• F.m'l.1.-riw ,t:it .. ~ ~(A-s11-r~·c,Ir.;,,.• .o:.•,·rs 011 .&:Sr1·,\,~ rrff1'1/0'.i LJN[~ _.j14 ,l.1,'.':.tf■' :· C,.i:' r'lh,.~l);:f,, o:..~Tffl'L':l'...·'111 --•~\"..i. ..Tj 1'?C$~(J'.~ .l.'iAr"HC '.A'IF.,/r./.l.P.Y.IN!;S ,1r,wu .•?l:4.mt:.:;L _.;h_'fA AA~? Al{'/ f;'fl-l,Ei? ~-'lffi'C 5"1)1it-','1\1C L<'J!.,l.:S~ J;t.•Rf;:t; c.1•,:;;;ri)Cfti..,;r.~ ~) CV.".1f:.I/EiC Flt'!:.M~·r R.~m'i,,ti,(jtl Si-1.=li..l !l!. U!.Jl'-i'lft) Ar?, SO,,-Cf}5-L-[; P.r,,"l: l,C[ ,+r•n t' YM'Ci(E!i .-!Ef¥i'A.1 r 1.,'11£1.([.,,n , v iL'."1 rGH rx,~:.r.wc. . . . . . . . -. .. ,. . . .. -· -: . . . ,• N1':.lrS: S~[U~~/ALJ.Ei'5 .t?£Cff{7.• Y (J ASr J ~1:,m.s; ~i.UJ<~F.D/~.F$'J.~":'_I.C[D/J.Ji.iii.. i !,;;,'~!.i.. ,'ir:ii}lfi[ LX~!:.NEi'lf P~YEliFf'iT P..~ID'TARO,•i !~ !JE ,;tn:-~.•.-tffl !Tf Y:.1L .1 1'UU f 1VCl/1Jmi . CITY ot· 1'E\Vl'ORT RF.AC:R f"t1Jl.Jt: "-'l-1JJUOi m·.p.tfflfl.lF~l" R011DHlA Y llTlLITY POTHHOL!? ANIJ BORE DET!l.ll .. 2500 Via Cebrillo Marina, Suite 200 San Pedro, CA 90731 Tel: 310 548 3132 . \l"l'JlO\-I..IJ: RC. h 'Ii t. :1,1-M l'f1llU{. WU&: 1<."i I •11q:(,;rtJR ~le: ., u,,, : ~=-· ScM:.t1:1.s. 1'Jr-,"1ll-1' !;f; ,•,. (,,,~r_,;,•,f, • ~•r ~l})I~ ~ DRAWIN't: ~n... STD-105-L-E Fax: 310 548 1924 STANDARD DETAILS -1 DESIGNED BY PT .(;(.U""I Planning and Engineering Services DRA"" ev PT For Marina and Waterfront Resorts 1----------------1 REVISOH BY DATE CHECKED BY TB SCAI.E DATE 5-14-07 JOB NO. 2142-I U-4 4 OFS E o_ '° n " I'-0 0 • "' • o,· "' • >, 0 ::, C 0 -., • -.s C a. • • ;: -q " 0 ' "' -J, .. E & ..... C ., E .c u m e u C w ~ z X ~ .. .. ~ I ~ CLIENT . . ti ii • ; f - • N -CD • -I .. -.. - • ·- ---- I • • -.. - -. . --1 l • ,- • ·- • L 1~ • 1vclr1 ICIM d~ :snaJI CDI,..._ 10 tnlt- «IR1D'tls f.r mtaiide kn: C~ -.pt '1tut C20 CC:-.U Q.1) 1dp __,.. blr u 1 ,. ., •..-t ~ pl"BDCI, wn bit aaJgnaa -fog t,,i at;.. ful I t.._ ilmilMnixtee ct tr-irlfuf- u:a:, h OIi dl.Y loll I f i;r 1CIIW ;:J;LISUl'$111. ). a.,kun ••.,. ;ftllrtCILIO?'Jw ant IDt ~~ -al Cir-ttz 4;tr flto.llldlr ff ~ JIDQ&I tin(; ialf OI ttw D!'lli~e k8'>09 rAIILQi.Q 'P8-ll 10 trvff1c;. lat IR Hit ..-dian if fl'l2 •icft'b of l'h8 ~ien 11:x:Liloer •t. 1llllili 1,_ I' c:s3d tNt Cll.lbkle l'1CCi Gr1D to lie r:tcl IG. - NORM GOODIN 2523 W. COAST HWY NEWPORT BEACH, CA 92663 ZR 5u llalv i.5 ---~ ------- ------;-.. • • • • • .. • .. ft -5-tri,fe B 5-ILuN;. t2 100.-111n, 17m• \"r 1.-c:1 - --- ------ 2BII" st .. SHOULDER CLOSURE olii. 1 -~ .. -•tt 1'Qlklll' •i1Nn 2"1). s,f o II tm: h.11.G J a20-1 at" t I 1o fa) "'WD IIJltl. w.a ---YJ&E:s-... a cai le.Al Ml,la 'fGr'" 111c first -.,i:wc:e .'ia airtg •.ign. J . ..,=e o t:lO (ei.l •1§11 m ""'I tt,a0• ~ f&oqjJlft ~ lam c~. •-~ 11:o:1tdr,; Ql"r'Oit .,~ far c:l!Ch I.rm CCIIIIIIO. ll'e fll'lll" f_,hlnt Gl"l'lR .Ciga lfloll lie l,11111 L All Cfli4:,.._ aiy be eft._,. T~ JIS" '1),pe L !I.. • •t••--1!Qrr'at alr.,,t dist.a=• &t=tt -C. p.: uw>aoo .. ..._... S MlilDID-far lll'lit'liclU IIC,llJiaomir&g, IN flrst fl~ QJ;;zs• .JliPgn. u.a Ctolur-. .S!nl I ftlrl" tmljlill at ,-. vf er c:u11 VIJS t,....,t ~ or ~ 0 ru--rZlllfFtCIII or... ,o.. ,.,,_Wilb \EPd far Iara c.,..... it.Jria,o fl'elQlnr..e#61a a .lflal'ba ntta:1 wi111 •••••.,,.,.l-=11111"1--... tar-aj•. l mi ◄• ffiad 111 1r. •• edrJCIC'tiuns • 111. f'CI I iJ ,, dlli(ifGlO. ., pi1 "ct .GIW"-hl:ltlf ~ .«:5118 lnl&l.:ut.s 1W' -tn:d'Tic w aq,, w--q d iMI 111 •111" eonae fet-s ,.0i-c...,.. ~. NO. BY DA'fc: -- Iii. NOES: • -.. • ..... -r ------' .. ---- fia4 T 1i11"11.tOCl6 ........... .,..,~ .. -. --.. ~ --.. -•• --... --. -• -·----._... ----• -•--------•-.. I • • • --- -.... --' - ., --• -----• _ ....... .......,, • • ... $14. [CA.) 5ft. ... ,. 14" 'LANE CLOSLRE AT, EXJT RAMP --- --.. . [!j ◄r X 48,• I!) ,,...-ar 41• Ulll ... OIElal"ftP= ss,eclt'hea 111 t1"c •.-.'91 pnwl,s;lmw .... ._ 11GO' -w.Wh :adGW, .:tlqn.Q lal"lti lira SMU lat JIT1 t11tr1:r It-. ,llci:J' tq::14., ~rw -fQr" ws:h r•,;: ~ ~fje •aie-. .. ------ -- (Min) - • - -- MI-J. -C::.....i.,. " W -,.:t,. t<lt IT "CD! and oculdef c•a-:, 1'0QIJ,". See 'iDh I?. co I ------------ - -• -...... • .... IMCt' Q:illH 911•1,m ·sro: LANE CLOSURE Al EHTR!_tiC£ RAUf • LEGEND • 0 • 11 urtk a a Truf'11~ ~ fatnicnol I i £ - ,. -5' LP i)tT DrJ' ls.,t - i.1rcti~ Q'F t,"CP.el t'1-1c»te F°IOCNl!lf Re ,a..:Jh ' < "} '~" • i,_{ N 0 0 ~1:.~7.t:_~pJ lJ.~-:Cin-,.~ :lg~~l ;.~ !-, t:1111 \Ped oa de ii-. • .,, tiQ , fr.Id Wt, tf'a. 'iP¥t',"ll Pl crrl•klm■ • :.1•Z "'I.JD£ Dl:IS"' z~ •i9J ja <to ta •111,c, it1 ~ci:. or ffit cm cw ~Wit UII( ('I 05fll d.J61" sig,, ,._ .,...! •i u£ ~ •t z ~ sl,gr1 ..u a•· .i:n tt'1 il!I 1•00:,il i CID i :s • 1-0 bit • • I C:, --r• -rt& M--2 !i9' 10 :nllll5 05 ..OC-4 Nil1"9 A!' dui..l"I~ I• ~e I~. Planning and Engineering Services • For Marina and Waterfront Resorts 'STAIE i1f t.N.l'lllllll IIIJ'Mil"l'IEK ilf 1NQi-Cflli\JDI TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON FREEWAYS AND EXPRESSWAYS T10· 2500 Via cabrillo Marina, Suite 200 San Pedro, CA 90731 STANDARD TRAFFIC CONTROL Tel: 310 548 3132 Fax: 310 548 1924 DESCNED BY PT ORAM\l BY PT CHECl<ED BY TB .. • ' ·, ' OATE J0S NO, 2142-1 SHEET ' SHEET I 5 OF 5