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Home My WebLink AboutR_5318_S• 8 ., CITY OF COSTA MESA . r: ORANtJE . COAST . C0ll£G£ ST . . -·~·::17.,,..J,,~"';!_Tt(~f...,_--.!.ST!.:,., -j..,.,(t N $AT ~ CITY (/ OF (NEWPORT.;: BEACH f-----1.'i-~"°~a"'-'a~o~.--i 'v ,.-v ~ Q :S:•'G, c>:~,Q i-, 4 ..... 0~ "'~~ VICINITY MAP 1:/4. . ,0, 1/4, .1/2 3/4 I IND.EX TQ SHEETS SJ:!EET NO. DESCRIPTION 1. TITLE SHEET 2. STREET LIGH!lNG PLA.N, CONSTRlfCTION NOTES AND QUANTITIES, SECTIONS AND DETAILS 3. PLAN & RROFILE -RIDGELINE DRIVE FROM STA. 0+00,00 TO STA, 3+20,03, PLAN & PROFILE MAIN WATER LINE TOULON TO .SPYGLASS flILL 4.. PLAN & PROFILE -HARBOR RIDGE DRIVE .FROM STA. 0.+4.96 TO STA. 5+23.91, PLAN & PROFILE SEWER LINE "B" FROM STA. 0 .+ 00 T.O STA. 4+30.59 5. PLAN & PROFILE -HARBOR RIDGE DRIVE FROM $TA. 5+23.91 TO STA. 11+91.59 · 6. PLAN & PROFILE -MONTPELLIER FROM STA, O+tiO TO STA, 5+23,06 . 7. PLAN & PROFI.L.E. -!,!ONT PELL IER FROM STA. 5+23.0p TO STA. 10+27.09 ~. PLAN & PROFILE • TOU.LON FROM STA. 0+00 TO STA. 5+00.00 l?LAN & PROFILE -STORM DRAIN LINE "D" FROM STA. 1+27. 00 TO STA. 3+20. 03 10. PI,AN & PROFILE a STORM DRAIN LINE "B" STA. ~+65 TO STA. 20+91.55. 11. PLAN & PROFILE -STORM DRAIN.LINE "B" FROM STA. 20+91/55 TO STA. 25+96. 33 .. 12. WATER MIJIN ./J.t'TAIL$ & CVRB OC/TLE, --&-'.'Gh-AS&-&Hrh--l\0AD.,..PhANS-A-T·'fA&H£-]}---'--C--0NSJ.S+S--QF-- c-&;-HJE-'l'S-l-'l'-J {ROBl>H--1:4 SEE SH-EfrT ~J:--Fell:'---H\'llEX- 13 ENTRY WALLS 14 ENTRY WALLS 15 BRIDGE WALLS 1' ·EMERGENCY TELEPHONE NUMBERS AGENCY SQUTHERN COUNTIES GAS COMPANY S()IJTIIERN CALIF. EDISON COMPANY PACIFIC TELEPHONE COMPANY . NUMBER 634-0211 835-3833 l'-800-422-4133 MR.ANDERSON MR. KIRSCH ___ ,_ PROJECT LOCATION CHERBOURG CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SAN IMPROVEMENT TRACT JO A.() lllltl .t1'C<7R/W ,t;),1fA#,t /.. I NJ!! 11'/R 11 RESERVOIR SE!: 511/5.ET JI . _l,1/',,lf/T~,e N/ttlY .0~?"'.4ii.·$ ~ee,.rH1~·r-,,z. NO. 9587 A TWO.QI). • • tJRtV£ ,"<:'RM' .OA'&/N JNE ·\\!)'" cE SHE.ET !, ,..__.........-;;,,,...,J ... ~ --.: .::...__ --,.....,...},-,.._ ~ ~~~ . - , •• ZOM • .. RQ/J(() ... ·GX/ST/iV ','' ,-,,,\ ,,' '·:· LEGEND. SEWER CLEANOUT '>, KEY MAP ' ,', 'J 0 'cf • e "" FIRE HYDl(ANT WATER VALVE s. /), JUNCTION STl(LIC7: CA'T".C.H .BASIN ! • I /\ I ' • 1-; 2. 3 . 4. 5. r;. • GUR& DATA REFERS ro FACE oP>cti!i.B, • i ' < .. • . ·.·... •.• .•· ......•.•. • . j . • •• • ' ' ,' i -' ',:,' :_ •• • ' ,, ' ,•i : ;' <··:/,'. ,_. --_·< ' _', ,·· .·• ': :-· '_-'•.:.---> :-,', :-:_;' ALL CONCRETE CURBS, GUTTERS, SIDEWALKS-, DRAl-NA.GE S'J'RUCTV.RES AND RETAINlNG •• WALLS SHALL llE CONSTRUCTED OP CLASS. 560~C-:3'250 P .Jl. Ci • • • A'LL. EXPOSED • cbNG\{ETE SURI'JI.CES $HALL Cd.NFORM •. I'N GRAB'il• COLO'R, AND FJ.NJSli TO ALL ADJOINING CURBS AND SIDEWALKS. .. • • • . •• .• PAvEMioNT sEcTroNs s11nwN ARll MUnMu~ AN~ suruisct ro REy1srol'j AND ;P·F*ov11.1. • OF THE' CITY .AS REQUll{ED l!Y SOILS•TESTS TAKEN AFTERCCOM.P1'.!l'1'tON of·RdUi;!l GRADING.. . . •. . .. • • . .. • ...• ·. ' ALL UNDERGROUND WORK Sl!A1L. BE CO!,IPJ,Etl;!D l'JUl}R TO P;VING 01' STREETS. • •• 8. EXISTING .• UNDERGROUND UTILitIES ARE. AS PllR;/iVAILAEEE RECORDS, THE.CON- TRACTOR SHALL BE RESPONSIBLE. PO!\ VERIFYlNG 'rHE ACTUAL LOCATlON AND . • ELEVATION IN 'l'l1E. FIELD, • • ·, • • • • • 9. AL.L WATER MA.INS AND LATERAL$ SHALL llE ;J\SJlEST05 c~trn,rr Pifll.,.,cCLASS 200 M.INIMUM, UNl,.ESS OTHf;RWl SE NO".fl'.l) •. • • • • • • • • • •• • •• 10. WATER PIPE LAil) oN.cuRvEs WITH llAor.r BETWEEN aQ' AND<Jir:;• sJIM,Llls11 ¢,-fr,.·· PI·P·E LENGTHS. GONSTRU{JT T}!RUS'J' •)31,0CKS PER cir¥ STD, •S11)-t.. P.rl?E •SU{\-1,L ... NOT ll.E DHFLECTED MORE J'liAN. 3°. PER. JOlNT ... ·• 'WHEl;i.NE¢ll.S$ARY, !:iHOR,T S!J.C?ll.:l{].~ OF PIPE .. SHALL llE US)3D 'J'Q ACCOMJ?Ll.SH '!'HE DEST:RED<DEFLEC'J'IQNc ;!'l!Rlf-'/;j.\ / . • BLOCKS SHALL BE PROVIDE.D .AT .A1L. BENDS GREA'fER l'HA:N SO • • ' '' ,', ':,' "-' ' ', ' _', ,:, ,\ '.' ', ' ,-' ' '', ' 11. UTILITY AND STORM. DRAIN LINE DlS1'.M1CES SHOWN JN PROFILE )Rf.11;61\r~l:Jlfl'A.L DlST.J\),/CES. • • • • •• • • • ' • • 12, ASllESTos CEMENT STORM DRAIN•).'I•Pll1'1Al ll'£ !.fiif\l.i. i:ti:;,rll/.1 6~· kili~11~1t<Gr,17. · GONCRE'FE PIPE. . D·.L{)AD STR.ENGT.-H QF k.SB./3$:!'0;S GEMEN% '~f,l'p ,-$-l!ALL 'B-ll .NQ'.( • •. LESs .•. THAN 1,.5 .TIMES THE ·rNlHGATEll D0.tO,!.J) 8l;RENG'l'}1J©,Jt R, .. f.P, W!l•lC}L}'r, IS REPLACfNG; NO •A,C,.P. .Ai,TER:NAt.e.··fd~.~'i!tj~l;i 'l?~i)l\l ,e1111er'~'S'f'A"i, 'if,f,~;> 1"°0 l;;(+'i 1... • .· . •· . • .• . > . ·.•. <. ·• .• ·•· .··• • • ••· . • • • .;,: ·•I ];3 .•• 'fl{E"WAL!,.S Ji.Np. )?AG!JS OP ALt. UXBAV.ATIPNS .!iiIBAtn~trr,1Acrit.l'lVE (!;) Fll;fi'f fill' .. DEPTJ-f SHALL . !>E, )l.FFE.f;Tl"\!El.Y G\JAIWED. ny .• A ~r't<i~pjc(6 S\),S,'B~(, . fi!','~.l/,lll\i {ll .• ,\ :f H.E GROUN;l} OR . O'r!i.E.R ••· EQUlVA!,ENT. MEANS. •• ; 'l';Rf.J!t.Qfl,!:fili~~l> .\"1:11\:1'1, >,11{I y;tr;,e,~J; l:r!):)'l.'J' \. IN .DEPT!{ S!iALL ALS'Cl ltE ·GlfAlmED .. l!HEN $~:,\M!NA.'J'Ji<DJ,'l-, T1-fl;r1C;',~1,lff~;t<l!'1:Jt1!1.li,' ,. /.· •. i\ GROUNll. )ilOV!i:MENT MAY BE EXIHlCT.Eil ' ··• • • •••• ' " • ·.\•.,.:.-. -•• , • "'',•· • : ' ,:-' • --, ,, __ " ,, :,-:-'' ,_ -,, ',' ,_ ' ,_ ' . ,--_., \ ___ ,-, -<:-, ~:-,' :_, > '--,' _--, ,' ' ''.;_\_-, ',-.'., ---"~.:/;,,:,:\{ rri::jJ;://:_?)i-,'+ ):f~·yr~; f' '' 14. •• . TH.E CQ!:l'l'i>,.i\,CTORtS) . lil!A~l:, QllTAJ'l'/ A-tiJ;'.11J'!lT '1;l,,it!iR~;Ri\ ~i\~i\lf\"!~~J;t P~];~~IS!P~{·t1• •·· WORK . AS ti:l',SfJR I BE'D .. Il'I; 110'.FE diO , .·. 13 • AJ>Q'i.E /licRQM. (iAl;.f<:,51'!11., • , ,>,\ ,,,,,,, I i •\.'J , .• :•.;z, .:,: ··: : -;_--_--__ -< __ • --:_ -,--_ -< -·,_: -_:,:, __ :· __ -__ --:: ·--_:-_: -,' --<:_, __ --:>_;'. :_··:<---,::;;·_;, ''."r-✓':_/--,·-->:>·_--:>>c--:::_-:_ -:_:--_:;, \-:,.~?::---~*-~:_'"·''.\:-::;:_ti~._\-~-:_\\:_:_---}·_:-:~;-· : • • 1,;· • AtL ~xr95-;D FlJrr,.otis ~1,.'lltt .t>Att'l(s .. ·¾o ;i~tf)ir~~~llt•~l~~i,f~~ii;;it~fi;t~lt,): • C.I\TlONS AFTER 1'1\•SR} C~'J,'to:n, ··•·" .• </···· \ .<';'] :to • > :.· • , •• ,:i··•:1.:;•;;·•;t;;•;l':.:ir;•;:~·'.))·•· :• ; .. ·. c· !·'• , _, -:: :-\ ',:.-, : -> , ,,< _ _ , , __ -:_,, ,,, __ ,, --:--·_,_ :-? __ _-, _·,<_-> ----~'-"''._< :-' _, ,, ', -:_2::_:_>;,-;,',\;-'\'>_' \,i·-:> ,_----:,,·/: _ ,,_,:'_tt_;Y ,f_~r, __ ·;; -;\'/ ;;, >_': -:\::: _:.')? -~-_'\-)'_:(:;<: ,-3 ,''_. 10 : • iJ...4. . }IANH01,1ri. st,AvL .Jii •· l,EFi' ll'.~ie.w• .~iv.w~i• ~:jili :;x~;~tt('f~G'1if5~..; i1"J!!!f~i: ,:,:• • • • , :&~i:Hi-,,, AF:f E:lt ,<PAtr~iE~ ,-_ <:L&\-Jf(_-_,Pt!:Gltt -,' '_; :i\~J-1:--:_:-;; ::::~ ~\:i:,J;; '-(:;,~;+ ,_!::'/;: '.,: :fr::, :_<-:\{ii~' _j :::,-:_-;:-:rft~r\:>C;;:-::'\:-'r:-~ :_:0x;:rt'; , :-~-, , :-;:->' -_, , -<-:\: -_-:--:--:-<<_:: ;::< --_>-< -:-,, -, --_<:--, <--/ _\ ::_< :\:\, ?::>\fc--_:---<>t~ :)i"-:i{'J:~~::lt~·:t·>tf:\~;'.t".-\);_>?,:.,:-i._~ '};-:_;<~t-_,t'.:·J;_)·,_;-:\\--'t_ :,: ,--, 17. ST!lTioNs StJoww 'l'IltS • / of <lo} .. ..'i.~ ·~a~a'.ll;' 1;~~ ~1;/4~~.Pl\{.S:;~ :i.,g.~ ;'iN;i>~i,ft;,~.ll-l<;Tc ; ... f ••. •• OF Cll~E.~*Nll 011 ~TRS!l •••·•.~1t"··0 ~1J;:1;; ... ,,;, Sj•.✓?it;J{lt,:H:,:~[it,:zdr::,::.ii} ··••· .. ·. • 11l • • .lllID'D.ll\l& MA.!Elll A{. SliAtl, lli• 11Slll:j J:.lll' ;\;t't;;Q'4'!:~1':l'Y!'~~15~IJi)'$~ J'.'!'lt/:li~t!'l\l~•,~1;,l'~ r '. ,; . Hh .. • Tl-1:E .SEAt. c:o.Nr. ·sliAt1, .• coNs{st:fl'JI !lE>~J-l! Rtl'.l'~~i,;11~:;.j~' ~~ij • ..:cii~1~:is~!~tii~f . .• "·l{}\t,jl • 6.0 ~7.0J ,l;l'll;r. SHAJ;L ~!l• J!il'j;t.l~Jl, A:•Mt:'11/'lMUM' 0'f ~:Q•, Y.. . ~':l'.$'K•TI!E',;~/;i. tf,<zt PAVEMENT CONS'J'lWCf;i:oN:~S A'¥ARt'-k)j, 'l::H;fi~~)i',Mlj[f'/>; .• cy • •• 'ft) Ji;"/f,.'1:r.!lf;~'liAftJ,<; · , -\ UF -:a-~-: t'j'.}:_' -G_Ai:~--l~-Q~!f~f\i;-::? :,_, ->_:-_ -: :--<J: __ --'>_---, --'/ it -, ---__ 'tt~;r:-~--i{l:?Itt;tlttit~:}:j\ t}tf-,;1::r;l;_+~:j}-1)}\rs-~ -" , ~Ll-l;Cil'.\l'ATtONS $HOW1'l'. IN A'L,4/'j \i'Jl:W 'Ad<'~ l"~J<\". LIM~ ~f...t;Y#JT.113Ni •• w1.rw.·· Hl:IGlilT .. Or CU.i.'13 111,g;;f $1-it?WJr, £>:JZ ~$. ~t'/'i??~-W4$~ <N~:f'J?.P~ •• MJN. OF 36')COVER REQUIRED ON lZJJWATI!~ JvlAIN> • AS-BUILT: APRIL., 1ea0 .I}; IVQTE: SflT: 13 tf/OT PR.EP.4RED BYSIMPSO#-srl;PPAT CITY OF NEWPORT BEACH (SEWER&WATERJ 640-2210 MR. PHILLIPS BM "'S <><> . • .BENCH MARK BASIS OF BEARINGS CITY OF NEWPORT BEACH.· ·s,.·.M.P.so.·•N-·STEP.··~ .. A. T.·.·•···.·.···· COUNTY SANITAT.ION DISTRICTS 962-2411, Ext .241 C.OMMU~ITY QABLEVISION 644-4471 COSTA MESA COUNTY WATER DISTRICT 556.,..5210 M'ETROPOL.ITAN WATER OISTRICT (213)626-4282, Ext. 572 MR. ROMAN MR. BARELA MR. LOVIL I SHEET · . .., -,i;.,-70 COUNJYOFORANGI;:. . t OF SAN MIGUEL DRIVE {.F'ORf>tERLY • •• •• •• 0.18 Ml. N LY. ALONG SAN MIGUEL 0.R, ( FORME.RLY MAC A'iTHUR BLVD,) MAC ARTHUR BOULEVARD) PER TRACT APPROVED BY, ·CO\-.,SULTlNG ENGINt'E.RS . . I FROM .JUNCTION AT FOR.O. ANO SAN MIGUEL 36' ± E:/0 11,-SAN MIGUEL N0 .. 9014 ,M.M. 567/ 19.-21 BEING: l,1 ./J . PLANS PREPAf!!:0 UNDER THE SUPERVISION oF, 0.F AN04l.5'$/0ACORNER FENCEPOSTAT'.JUNCTl'ON OF 2 WIRE N.29°57'32uE. • • ~ ,02, {~ /7 • ,~P •• • • •••• ··• •• •••• • FfNCE,LINES 3..5 1 S/OA.STATE SURVEY MONUl\4E.NT MARKER AT A ASS'T. PUBLIC W. OR"'S DI REC.TO." t.rDA.-1..T.'LE- 77 "'o~···· ~.:L_~.·o;···~ ... ·.c·.·.•·s·~,·MD·~ ... S··.·.~N· •. :.,. ;;p 1--0 •. ·.·.Az.T~EJ.77 ··.•·s<H•·E'.5.".·T··s, .. ••. 2 X 3 C.B. SET IN SO. ENDOFS.E.CORNER OF THE .EIASIN. ..·•• " " .vuu-< .:>S.O"N "' ------------------------------------..11..-------..... --------......... --..... • ______ .::;E.:;L~E;.:V:.:A~T~l~O~N;:..· .. =:.·.:•.::a,:9~.~1.4:;. 3::,··.·..1. ___ ......... __ ...,.._--------....ll+----..... -R ... c_._E_. N_◊_._ 12 _s_ 0_s _________ L_:;R.~C;:,E~c:N0~,~,0~59;.5::·· .... • ..... -...................... ;.... ......... .J, ............ -J' • ff ,', 'i: i;;) . I ( ) I . "-, V) )J ;::-j:,., .... I-("') ..., ~~ < ~~ .)ii, ~-- 2.' TYP. ' I \ \ MEANDER 'NG SIOEWAt.. PER res' /..ANO.SCA. E' PLANS ?1'TYP. a'~ TYR CON:S7'RVCT··•s101=wALK PIE'R LAfl/J.SCAPE PLANS 11,,1s tnETER1bH-,POST ails ,003 ,4-: 5, • TYf'. ' ' . . 90% --COMPACTE'O BACK f'Jt..t... ITEM& T& EE • NS R STREET CONSTRUCTION NOTES AND QUANTITIES R IN ED --------. . . ~ . . .. ·. . . . • ..... , f'lf'E 1!1,(l{.TPIN0 . . .. . . .. .. . . . . . . •.. . . : : . tr j_ 1 CONSTRUCT " A. C. W/ SEAL COAT OVER A.B. W/ PRIME COAT " COMPACTED ao' SAN -- Rl:S!:RVO/R SCALE I "= 250, ---------------- 1oo·1 ---OH COI.IRr If STJiET LIGHTING .NOTES: SYSTEM WITHIN RIDGE LINE DRIVE TO BE A SEPARATE CITY OWNED • 240 '!01 T MULTIPLE CIRCUIT. -- G:TREET LIGHTS WITHIN HARBOR RIDGE DRIVE; , . , • . . . • ,· MONTPELL, SR ' $ TOULON TO BE INDIVIDUALLY CONNECTE:J T'.) E:JISON SYSTEM. zo' FIN, GRADE .. ·-···· ~· - STREET LIGHTING PLAN 2'TYP. VARIABLE PUBLIC // ll-17'-Y h '/EASEMENT ii/4-, GRl{OING PER l.ANOSCAf'E PLANS \/) I AS SHOWN ~ 3 , _ I 'I-,---!-'-,<; Pl:R PLAN ELcV. ~ II C. F. 'V / ROVGH GRAPEP ST. SECTION ~!,~ • ,ti f fl-'" c/ c.- VARIAB1.E '"• r! •,,, O ; ••••: •.-• •R •• :•,• O. •' •" C <:::)<>· o MEANPERIN~ .SIOEWALK PEI< LANPSCAPE PLANS CRESTWOOD S£8ASTIAIV LEISEND 14 1 4 " {f0C.lr ---'-- ' SECTION DRIVE A-A Lct I I SPECIAL PAVEMENT HARBOR RIDGE DRIVE VARIABLE NO SCALE 'SeE. SIIEE'T /VO. 3 VARIABLE ·-·~·-··••;,,,·, .... , ,._,. ... , .. :· ,.••.·~-~-- 0 Cl~ oCI "'f," ROCK SVP8AS.e 14- NEAN-OERlflG 51.l>EWAI.°';) PER LAN05<;.APIE PLANS TYPICAL SECTION ROUGH GR'Al?E.t> ST. SECTION Mt>TE: L/UH.T5 & FIRE HYDRANT$ Wlt..t... 8£ l.OCATEO PER S'T"l>.-101-L, NO.TE 3, TYPICAL SECTION RIOGELINE • OR.IVE HARBOR RIDGE DRIVE NO SCALE • 42' : Pl/Bl..i.C l/7"/t..JTY. :EASIEMENT I SACk SAN.t>- CEMEflT SLURRY-BA.CKFILL NO SCALE C ru - . .. . 6" . . ' . . . -... 3 MIN. S. E. 30 COMf'ACTEtl TO 95'% ';. :~t-..:_-•• . .:: . . . . . · .. . . .. •. -'. -: . . . :; ·: • ... . .... . . . ... . . . . . ,. .•. .,. •. --L--'· . . .. . : • . • . ·. . .. ' . . . . . . . .. · .. , . ' .. . . . . . . , . . .... . TYPICAL TRENCH BACKFILL a PIPE BEDDING DETAIL NO SCALE -2.0 I VARIABLE 14 ~11 ROCK SllBBA5E ROVGII GRA£JEO ST. SECT70N GRADING PER lANOSCAP£ PLANS· SECTION A-A RIDGELi NE DRIVE . NO SCALE -- CONSTRUC'ITON NOTES AND QUANTITIES STORM DRAIN 41 42 43 44 45 46 CONSTRUCT 27" R,C.P. D-LOAD AS SHOWN CONSTRUCT 24" R. C. P. • D-LOAD AS SHOWN CONSTRUCT 18" R. C .• P.,. O-LOAD AS SHOWN -CONSTRUCT JUNCTION STRUCTURE NO. l PER STD,-310-L; - CONSTRUCT JUNCTION STRUCTURE NO. 2 l?E.R STD. ·3ll•L CONSTRUCT TRANSITION STRUCTURE PER STD. •315°L 13 2 . 3 4 5 6 7 8 9 CONSTRUCT " A.C. W/SEAL COAT OVER A.B. W/PRIME. COAT' "COMPACTED CONSTRUCT TYPE "A" P. C. C. CURB & GU'J'.TER PER ~TD. - 182-L (6" C.F.) CONSTRUCT 4" THICK CONCRETE SIDEWALK PER STD.-180-L SEE LANDSCAPE PLANS FOR LOCATION OF SIDEWALKS CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER STD.· 162-L & STD. -163-L -TYPICAL 16 L.F: WIDE: OR AS SHOWN ON THE PLANS CONSTRUCT CURB ACCESS RAMP PER STD.-181-L -TYPE I SEE LANDSCAPE PLANS FOR ANY MODIFICATIONS CONSTRUCT 8" THICK CONCRETE.PAVEMENT.OVER 4 COMf't,.C- TED A.B. CONSTRUCT 3/8 11 EXPANSION JOINT WITH DOWELS SIMILAR TO 5TD.-'-J85.-L. fNSTALL STANDARD SURVEYOR'S MONUMENT PER STD.-106-L 10 PRO VI.DE 3/8" EXPANSLON JOINT MATERIAL FOR FULL . DEPTH OF CONCRETE. 19 INSTALL STREET LIGHT STANDARD TYPE III-J, PER STD.-202-L, STD.-203-L, AND STD.-2-04-L WLTH MULTIPLE CIRCUIT, EXCEPT USE 70 WATT HIGH PRESSURE SODIUM VAPOR LAMP W/PH 117 Lill1IN· AIRE, SEALED & FILTERED, SIMILAR TO G.E. C890G344, EXCEPT 240 VOLTS. 12 INSTALL STANDARD STREET BARRICADE PER STD.-900-L. 13 14 J'S 17 . . CONSTRUCT "TYPE. "C" P.C,C. CURB & GUTTER f"ER STO. -/B3-_L. (G" C. F.) .CONSTRUCT 8" THICK .. COBBLE 5TONE PAVEMENT OVER 4 11 COMl"ACTEP A. B. CONSTRUCT 4" ASBEST<JS CONCRETE f'IPE Si.E£V£S WIT/{ 30" COVIN?. EXTE.l'(O Z' BEYONP Ctlli'BS. INSTALL 1-1/4" P.V.C. CONDUIT lvITH 2-#8 CONDUITS AND #8 GROUND. CONDUCTORS SHALL BE COPPER WITH ,YPE THW INSULATION. 11 )NSTALL STREET LIGHT STANDARD TYPE III-J PER STD. -202-L, STD. -203-L AND STD. -204-L WITH INDIVIDUAL MULTIPLE CIRCUIT, 120. . _ . VOLTS, ·EXCEPT USE 70 WATT HIGH PRESSURE _SODIU~j VAPOR LAMP W/PM 117 LUMINAIRE, SEALED AND FILTERED, SIMILAR TO G.E. C890G344. CONDUIT AND CONDUCTORS B.ETWEEN EDISON PUL BOX AND BASE OF STANDARD TO B-E INSTALLED BY EDISON. • SEWER 21 22 23 24 25 26 CONSTRUCT REINFORCED STANDARD PRECAST MANHOLE I PERSTD.-401-L 'INSTALL 8" P!JRFORATED AND/OR NON-PERFORATED UNDER- .DRAIN h.CP PIPE • CONSTRUCT SEWER CLEANOUT PER STD. -400-L CONSTRUCT 8 ! J v. C .P. SEWER MAIN CCJNST_RUCT 4" V.C.P. SEWER LATERAL PER STD. - 406-L CONSTRUCT MODIFIED CONCRETE WALL PER STD;-314-L,. DIMENSIONS 12"x4'6"x50" (SEE SHEET NO. 4) WAT£!? 31 32 33 34 35 36 37 CONSTRUCT PR.f.SSQRE REOlJC/IV(i VAULT Pel? ot::r/:Jf.(.._ ON s.Ht!.e-r /i? CONSTRUCT 12" CLASS 200 A.C.P. WATER MAIN CONSTRUCT 8" CLASS 200 A.C.P. WATER MAIN CONSTRUCT 6" CLASS 200 A.C.P. WATER MAIN CONSTRUCT 12'' GATE VALVE PER STD. -506-L CONSTRUCT 8" GATE VALVE PER STD.-506-L CONSTRUCT ii'' GATE VALVE PER STD. -506-L INSTALL STANDA.RD l" WATER SERVICE PER STD.-so2:.1 47 48 49 CONSTRUCT CURB I.NLET TYPE OS PER STD. -306-L CONSTRUCT 'CURB .INLET TYPE 01.:-A PER STD. -306-L, L=7'. CONSTRUCT CURB INLET TYPEOl..-APER STD.-306-L, 1=14' 1-"-----+-------i 38 INSTALL STAN:QARD 2" WATER SERVICE PER STD.-503-L SO CONSTRUCT PIPE ANCHOR PER STD,-314-L :H:R.D. = HARBOR RIDGE DRIVE 39 INSTALL FJ'RE HYDRANT ASSEMBLY PER .STD. -500,.L INSTA1-L. OEtlO ENO SE'li;'V(CJ;r PE'iR. STD, -544-L -40.-A INSTALL-AIR RELEASE VALVE PE.ff STD. -515-L, APPROVED 'OTAL ~~-1--Rtl()Gff GRAl>EP . .ST. SECTION ' . STREET LIGHTING PLAN TYPICAL $ECTlON MONTPELLIER TOULON NO. SCALE 1:r· SPECIALSAND-CEMENT PIPE BEDDING SE/E. SH'=.ET MO. 4- NO. SCALE ·AS-BUILT: APRIL, 1980 : . . . . ooNsui.Ti-Na civ1iiE·111~1_N.E1!:ns • 1 DATE BY OESCR_IPTION APP'O. REVISIONS ' DESIGNED G.P. CHECKED. r:s: • DRAWN r.-. DATE /-i:,',;:>-7,7 • CONSTRUCTION DETAILS-.TRACT . CITY OF NEWPORT BEACH. PUBLIC. WORKS DEPARTMENT NOTES NO. 9587 1--'-c~-'--~~~-I I • SHEET. 2 OF)5 • ( I J \. \ J.OIN .liXIST/N/;i 4:"A._C./1l'A.B. __ _,, W/Th' 4° A.C./ll"A.B. \ 7/74 DIETER!CH-P0ST ·2111~ .on' f"ILM 0 I --15 ,10 .5' CONST'Rl/CT 4-'1 ASl!J/iiSTOS CO,VC"/fETE PIP6 Sl..EEVES W/30" COVEfl. e:xrE.NfJ Z.1 l1i£YONP ClllfB!i. C(JN.STR(ICT 3/8 n EXPAIVS'/0/V JOINT W/Th' OOWELS SIM/I.AR TOSTO. -/8.5-L. PROJ//0.e .5'/8 "£%PAA/S'/OIV JOI/VT MAr£RIAL FOR F(ILL • ' OEPT/f OF CONCRETE'. .. / AIR REL.EAS.tf VAl..¥6" 5EE Si-lEET /VO. 8 i 4 6 7 M,q/N WATER .t /NE T0VL.0N TO -S'P YGLASS H/LL ~OA.0 CONSTRUCT "A.C. W/SEAL COAT OVER COMPACTED A.B. . \N/PR\lvtE.COAT, ,CONSTRUCT TYPE "N' p,c,c; CURB & GUTTER PER STD. - 18'2~~ (6" C.F.) . CONSTJ¾UCT 4" THICK CONCRETE SIDEWALK .. PER STD. -180-L SEE LAND.SCAPE PLANS FOR LOCATJON OF SIDEWALKS CONSTRUCT CU!IB ACCESS RAMP PER STD. -.181 ,L -i'r'PEl SEE LANDSCAPE i>LANS FOR ANY MODIFicATIONS ' , , I , CONSTRUCT :a" .THIGK CONCRETE l'AVEMENT-0\/ER 4"A.B. • • • $. c JNSTALL STANDARD SURVEYOR'S MONUMENT·Pl":R STD.1013-L • j . 19 INSTALL STREET LIGHT STANDARD 'l'YPE III·J, PER STD.·202-L, STD,c203-L, AND STD.-204-·L WITH MULTIPLE CIRCUIT, EXCEPT USE 70 WATT HIGH PRESSURE SODIUM VAPOR LAJ-!P W/PM 117 LUMIN· • AIRE, W/CHARCOAL.FILTE:R, SIMILAR TO G.E. C890G344, EXCEPT 240 VOLTS. 13. CONSTRUCT ITP.E "C" .STJJ:-183 ·L . (li"C.F) • I'. C .. G.. CU!1.B. & GlJTTERPER 24 25 31 32 35 37 38 CURVE L)l'9TA A :R .ao•47'06" 2s.oo• B8'4i'07" 25.00' 74•22'51'' zos.oo• 1a2°s2•_16" 9,00' 177°21'19" 7.00'' 22°47_'56" 214,00' 23°01 '32" 196.00' 26°09'30u 218.DO' 24°28 '4.6" 172 .. 00' 146°47'25" 7.00' 213°12'35" 11.00' 10.8 °0~'52" 5.00' 98°23'39" 3,.00' 60°13.'54" 3.00' 39°52'46" 5.00' 19 °42 '17'' 35.00' 33 '09 107 II 35, 00' 9°54 '5'2'' 225.00' 26°4.9'20" 35.00' 4s 0 20 '1s" ss.O0 1 45.'Sl '32" 35.00' 21°52 138" UlS,00' 21 °22 127" 100.00 1 ©-. 47°44'46" .90. 00' .~• .04•45 t 05" 2.(). 7 • 00 I A' 04°45' 05" 203. 00' A 180°00'00'' 2,00' CONSTRUCT 8" v.c.P. SEWER MAIN L 35. 25' 38.70' 266.13' 28.73' 21, 67 I 85.14 1 78.77' 108,66' 73 .49' 17.93' 40.93' 9.43' 5 .15 1 3,15' 3.48' 12,04' 20.25' 38 .. 92' 16.39' 29.53' 28. 01' 70,64' 37.31' 75 .. 00' 17. 17' 16. 83' 6.28' T 21..27' Z4.44' 155.55 1 43.15' 39,.92' 55, 29 I 37.31' 23. 47' 6.89' 3.48' 1.74' 1,81' 6., 08 I 10.42' 19.51' 8.35' 15.71' 14.81' 3S.76' 18.87' 39 . .8.3' 8. 59' 8. 4Z' CONSTRUCT 4" V.C.P. SEWER LATERAL PER STD.- 496 -L CONSTRUCT 12" !JI.ASS 200 A .. C.P. WATER .MAIN EONSTR_UC'l' 8.''. CLASS. 2QO. A.C.P. !'°ATER MAIN CONSTRUCT 8" GATE VALVE PER STD.-506-L INSTALL STANDARD. 1" WATER SERVICE PER STb,·502-L INSTALL STANDARD 2" WATER SERVICE PER STD. -503'L • ···"' ':->--··_-",<. ·---;.--,---_-•• __ • ••• ,,., •. · .,-,---._-.--, '.,_ _ _,;, .·'.>-<""''"''···.---.--·•:·en~.-T-'''.:,·,-c--,,H,.1, .21. CONSTRUCT .REINl'O){CED STANjlARD PRECfST NAN[{i)ill'E'tJ * PER STA:-·491-L . . J.. .·• •• ' ' • • . • ' .§ fMPflOVEMENT PLAN FOR RIDGEL·INE DRIVE- srA. 0 +00.00 TO 3 + 20.03 TRACT NO. 9587 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET "3 OF 15. K-24 ' ' "'-l t,, :::-, ::,-. :i:,. ~ 1W <) ..,, ~I ' ( ( 21 .32 33. 0 CONST,R_UC1' RElNFORo,h S'l'ANDAkD !'RECAST MANiJOLE • I PER STI),.401·1 • 'INST,'ILL & " PERFOR,'ITED AND/()R NON•PERFORATED VNDER· DRAIN A.C.P. PIPE, • CONSTRU.C.T 8" V.,C.P, .S.EWER .. MAIN .CONSTRUC'J' 4" V, G. P, SEWER LATERJ\L. :Pf!R .S'fll. • 406-L CONSTRUCT 8, IJ CLASS 200 A.G.P: WATER MA!N · CONSTRUC'J' on CLASS 200A,C.P. WATER MAIN 7/74 DIETERICH-POST 2111B .003 FILM AS-BIJICT: APRIL, 1980 ·sEWER LINE "B" SCALE I"= 40' 2 CONSTRUCT 4" A-C. HfS',!i'AL COAT OV/?R el" COMPACT/?D A.1.3, Wj PRIM,!i' COAT. • t;EE." 51;crt<:JN, "A,cA" 'ON .Sf/ Bl= 7''. ;;) l"oR CQNCR£Te PA''ING DESCRIPTION • RE;VISI.ONS l I APP'D. CHECKED ' . :.,,:: ... DRAWN 8.C'. .· CURVE .OATA . . R C T . . . m~?.9·37-49° zs.on• 34:1s• .. 20.s4 1 r,B"''--·"-83·23·.08°• • 25.000 1 36 .. 38.' 22.,27' •• s1.o.s-sZ0 2.os.0.0• 1s$.00 1 • 98.11' wr~si.08~li2" 185,00' • 16S.,15' 88,Sil '.: Ji .. 29·J2.,0S~ 225 .. 00' 114,67' .ss;61c' !. 8()-5.2-39° 20.00' 28,23'. 17,05!' 1 • 82•38·4&0 . 20•, 00' Z&,.85 ! • 17:t59} os-02-4.1~ • 2zs:00 1 . 19,_!ll' s.9;£1 • .@,;.,,.,,. 11osoocoo• io,oo• 31.42 1 20,ct.o:. { a""°':.so-oz:-11" , z:o.ofr• 31/.43'' 20:01• .; ·o.1•3S'c•4,;' • "75!i. gj :22;00' "il..0.01 • r.-, o( ,3S-45° '779,BL' 1,/. 7Z1 Jo.~' DEL.Erin Sr LGHr. Cl.TY Of NEWPORT BEACH PUBLIC. WORKS DEPARTMENT SHEET 4 .Of 15 f(-24 I ( / ~LY:f'ZCAt. MtJM/Jl=RS .OF .. EN ... PG. ' ' ' 7/74 DIE:TE.RlCH-POST 2UlB ,00~ f"ILM 'v7 ( '), I '- ; . -s--' i'~ "' ••• •••.• •• • . 1=-7. . ..... . '------~ -~ ------___ ------- ,,. e a. '-e:i;iNSfm~t 1ri''s ''A'/ l.'.c,c. c.1.rRE & Gu'rt11:R: PE.R.sro.: . IS'a·•t. r.i.r .C.!',J. • . • '. .•. · .• .. . .... • . . •. ·cp~srrtJ~r .. 4n T~fc~·.~(}NC~ETE SID£lVAtK P~KSTll:-1ao~t SJi!! .. L{\NDSCA!'Ei .PLAliS l'ORL0CA'l'I9N Ol'>$+DE1IA1<K$. 1 • ••c0Nsl.Rt1eT· Rtsj;nilNJ'fA1,<DRlVB1'tAY .APPRPACH.PER • • STD; .,.t~2;L 11 STD. -JG3 ~ h-: ,TYf''l~,f.LilB . t.:f': Wttie ~5 .::>f/OWR /;IN.· O(Ri:: ~.I.ANS .• ·•· .... • t .· ·• ·· ... •· ·•.·· • 6 .•·· COJ,!SJR\JCT CUR)!: ACGE$S ~!'' PER STD.--ISJ•t • S E'.!j •. tA!,!DSGAl'E .i"tANS. Fi::JR .Al'l'i t:10.DI!'It:ATIONS .. • INSTALL STANDI\.RD s'uRVEY:OR'S ),101,!UMI!NT }E.R·,STil, -.tO ~-t. " ,-_.-.-,.,-. "•"•"• ·, -· '• '," . . . ,-·· 9 \ ---~-e;;-~ ~ ,C,p_ [. - HARBOR RIDGE DRIVE SCALE I 1'= 40 1 Sf - 13 14 G <!' //'1" ?/. S-9 -/,?,',tlt:J.Od .;vTVRc ,0,£$/6',V MOT A' P,'9RT Or TR,;;IC'T 9.S-6'7 21 · CONSTRUCT REINFORCED.STANDARD ?RECAST MANHO!,E I PER STD,-40l•L' 24 2.5 3.Z CONSTRUCT 8" v.c.P. SEWE)l. MAIN CONSTRUCT 4'; V .. C.P. SEWER LATERAL PER STii,· . 406-L COJl)STRUCT 8" CLASS. 20 0 A. C, p, WATER MAIN 35 COJ>ISTRUCT 8." GATE VALVE PER STJJ. • 506•L 37. INSTALL STANDARD l '' , WATER SERVICE PER STD, -502-L • INSTALL STANDARD 2" WATER .SERVICE P.ER STD,-503-L . . lNSTALL FIRE HYiiRANT ASSEMHL'i PER STD. - 5 0.0-L • ' ' ', ' . ' ' ' ' ' ' ' ' \ ' ' ' ' ' ' ' ' " ' 15 JUI <;OIY.STRt.lCT .PR'ESSLIR/3 REOf/C:iNa-V.40t.T7'"CJ/?"D7!rAIL ON Sh'i:ET It? G;P. tfri .AOOEO.C/1/RB ACCESS ' i~f3µ:._,i:,NG Cpttl. lS~~~s \ DATE DESCRlPTION APP'D. REVISIONS -, .,. -·-,-.-~--~r: _______ , - ______ , -•• ---.-C 16 IT CVRYE ,OAT// D, 'lv-69°34'17" ""-69°34' 17" ,.,,-5'6° 31 1 55'1 \W-05°19 149" 18°13'55" 18°13' 55" ,,;,-04°10'19" \HJ-91°01'43" (r)-81i 0 08 '30" 10°41 '.31" R 4.95.00' 475,00' 515,00' 515,00' 1265,00' 1285.00' 1245. oo·• ·20, 00' 20.00' 1245,00' L 601.05 1 576.77' 508.13' 47.91' 402.53' 408,89' 90.65' 31.77' 30.07' 232.33' T 343.85' • 32:9.96' 276,90' 23. 97' 202.98' 206.19' 45.35' 20 .. 36' 18,70' 116,50' AS-BUILT: APRIL, 1980 3/8/78 G,P. APPROVED DESJGNED G. P.. CHECKED /"'. >. 6.. !HSTAL.L AIR ANO //ACtlt/lY LIE:,: li'EL£4SIE:YAL/rE IMPROVEMENT PLAN FOR HARBOR RIDGE ORlV'£ DRAWN e .. c. STA. 5+23.91 TO ll-+91.59 TRACT NQ 9587 CITY .OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET $ OE )5 ( ) . I I eo.oo' ,e~.851 /$!},861 /07.$6' 454,Jt' 4/8.'?>1.' 45tJ.I-Z'. 7/74 • DIETERICH-POST. 2111B ·.oo_3 FILM --~---.,-! --_,;~--c_~_ :· -:-·-: --~--::_r~--:0:-='.=-=- #--,., ------_ • ., __ ._ -. I S.M.h'. N Q.10 . I IO-t'Bl.53 is0+-15 ST.STA. I I I I I (J• I fl:, .. ~/ r----'§\r L_ , XIJ '. '-..r-----1 I I .s-J ··•-·-,---; ----~---' • -Si'",'.', ---------- 3A-/A'$7XL.t/4"X4'l'.iz" .RECTAN6t/LAfi' CAST /ROtV P/PE CV.RB Ot:/TZ.ET PEii' I£ STA. -/04-L ~ ✓0/tV Wff# e.;\'/ST/IVG STORA.?' .ORA/IV P/P£.H'/T# APAP71?"-' AL#ABRA FC?V#,"2.RY 4 -"-46t? t?R EQUAL PLAN SCALE: /11= 20_' • ,. n) I 32 1---·, __ ,,, _ _:, ------,~-' _.=-=,.:::,:;,. ~ AS-BUILT: APRIL, s7" e. N~P.ORT· ~NTSj:t 369_-SonM,9':Je_l o,..,':'e·, $0,tb 200 N,awport·BC"l_ch_. CB.Hornia 132680 17141 E;44-0'EiEl:3-' -- \ 1980 2 3 --------1-• -·---!-~---· --·· ' •-. I--::-'"_ ... ;-::·_.-, __ -::-.:::'.--=:::. ----.------ -= -· _;---..~~ =i=c -----·-·----r~--,-··-. _---· J'.=--2~~-~ ,---1---·.:=.:::-----F:::::-~;......:. __ ,,. ·--·. ----'---·r • -~J;•=~ =i~2'.~~~ ----,-- f -=:,_-:_ ·--•• ·---,-,-• ·, ,,_,......,,,. __ _ ~~:~-'.;:~:~~:~;~: __ ----~,---- ----::. ,_:;_1-: -----1_ ~-=;=":~-i~i;_t~_:-'" -=-= =t=t ----::-'-.----c=-r==t: ·-_;-. --=i=:. ----. ' ---" :::.:: ·--c ::: •• ---.;,._, ___ , -,--- CONSTRUCT ::3'' A. C. W/SEAL COAT OVER 4" COMPACTED A.B. W/PRIME GOAT CONSTRUCT TYPE "A" P.C.C. CURB & GUTTER PER STD.- lBZ-L (6" C.F.) 4 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER S.TD.-.180-L ,j~ SEE LANDSCAPE PLANS FOR LOCATION OF SIDEWALKS '( I'-5 _ CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER_ STD,-I62-L ~ STD.-I63-L-TYPICAL 16 L.F.WIDI;. ORAS • -.S "'I SHOWN ON THE PLANS -~~ ~ 9 INSTALL STANDARD SURVEYOR'S MONUMENT PER STD •. -106-L <::-I \...... 11'INS ALL STREET LIGHT STANDARD TY.PE III-J PER STD.-202-L, ~ '¼_ t STD. -203-L AND_ STD. -204-1 WITH INDIVIDUAL MULTIPLE c_ IRCUIT, ,, s., ~ 120 OR 240 VOLTS, EXCEPT USE 70 WATT HIGH PRESSURE SODIUM ,,a-4-"--1Jj VAPOR. LAMP W/PM 117 LUMlNAIRE, SEALED AND FILTEREl), SIMILAR 5,Il• L_i'~-f-II ~ 9> TO .G.E .. C890G344. CONDUIT AND CONDUCTORS BETWEEN EDISON PULL .,r.it 5 ~'\_ BOX !AND BASE OF STANDARD TO BE INSTALLED BY EDI SON. ~ ,,V 19 ~i /~__,.~ ~ I.I) 15 21 __...l,;:a\""-~ ,,,.. 24 'll"-· ,. -&(l,t· 25 CON5THllCT 4-." ASBESTOS CONC/ff:il! !'IPJ: Sl.l!EVJrS w1r11: ;JO" COVE{?. EXTENP 2' BEY<JNP .C/.IRSS. CON_STRUCT REINFORCED STANDARD -!'RECAST il!ANHOLE. I PER STD,·401-L ' -- CONSTRUCT 8" V.C.P. SEWER il!AIN <::ONSTRUCT 4" V. C. P. SE:WER LATERAL PER STD. - 406-L CONSTRUCT 8" CLASS 200 A.C.P. WATER MAIN CONSTRUCT 8" GATE VALVE PER STD,,506-1 INSTALL STANDARD l" WATER SERVICE PER STD.-502-1 • INSTALL _S1'ANDARD 2'' WATER SERVICE_ PER STD,-SOS-L , , f r IN.STAL!;c FIRE HYDRANT ASSEMBLY PER-STD. •500·1 -IMPROVEMEN.r PLAN FOR /bRt:JY/Sa $EWER£Z&P'Al70f!I ~~ APPRovrn .6.8 ~AO.tJP-D C:V/i'B t)QZZE1:5' -,, ~~ @, @ Ji-4_, ·MONTPELLIER B~--~-• ;,,1J£10££) __ ~M:Ji/f'!l¥.~~.f/QE#/9i?(. _IJ'!:_-µ ASS'T. PUBLIC WORKS DIRECTOR v R.E. NO. l2B06 G:P.'. /;JJ:,:AQO£LJ .S/=WERL-47:EiRA.t. ,1.i~, DAT '-t-Z-2.-?7 BY t>ESCRI-PT.tON APP'D. REVISIONS DESIGNED t::r.P CHECKED ORAWN AA STA. OfOO T0 5f23.O6 TRACT N$ 9587 • CITY OF NEWPORT _BEACH PUBLIC WORKS DEPARTMENT SHEET: 6 o, rs I ' ( ) --> .... , -• --,, __ , ' -,, . ., .. '-·"··-._.ff _____ ,.. -- • -----,_:·_ -~~;:_/:. -;~1:_ ... L ... -~ ---r: ; =' .--=~,::::: :-:_r_r ~~;::~: 4:J~ .J>;/::Ci;~~~ ~ • cp:1@::J/6'!."'~ •• E=t-"lJ~, ', __ • -.. 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REVISIONS -. c;; °)T__':?,:7~77 '1!~BL~! ~!!Po~!~r~~~CH I----SH-EE_T_7_o,__F_l_&_' 7n4 DlE-TERl~H-POST 21111;! .Oll3 Fl)..M -'R:J;:.&, '.· ;J;:Q.ft-... -.. , . ··--· ,_ K-24 .i: ··-·· -------~ --·-------·-11 _, -·1--- i .. -•--~--•----------i.::..:.:~i- L---~-;-,, I .... __ , ___ -··· ---·•·I•-•- --< • -------_, ----·--•------·-·------' ,_J ----· l ' ' 0 ---ii·. . ~ ~J--;-:_::_-~ ·---·-t· ____ ,, __ ; _,_ ,---- • _;._____i-_.......:..., • ----·•---· -• --·--, c,-------,:·_::::: -------, ,---- -,----,-.------·-,_---, --y---• --·-;·,----i ---- .~.;---' --,-:::=: -----:r_ ~i----- -r--::§ l,E_,---. -,-- F ---------- 1=-'== --, l -·- :·· ·: ; --~.--: -:.,.--.. ::: ~---.:· --'".: :· --=--:-·=>-~-"~'.~J_~ _::"··· -::-== 1_-=---=;-=--=--· ---=-~:--=--=...~.: . ___ ·-:·f--~·7:;.·;::\:._~ ---; ..;:...--·-~-~--:,:<:~: ,_ ---}-----••"s•---: - --_; -_-• ----i -1.::::::: =---' ----t -_L= ----=-....: ---;-_ -,-=--1--=-= ~ -::r -' --~ :-1-::: ---'-:-1 -~ ---~~-! -:~ -~ 1 ; • ~--.:::·::•:~~::.. :_:: ~3~~~;-~.=~-a. stt·.~~=:: --_,_.,_,._;-.:-_. --3=:'L~::: __ ,(0'.:_'::·::-:. 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WIPE: ,i,; SifO.WN ON Tl{ E PLAN$ CONSTRUCT CURB ACC_ESS RAMP !'ER STD. -!Bl •L SEE LANDSCAPE PLANS FOR ANY MODIFICATIONS ' ()If 9 l!'INSTAtL STR'EET LIGHT S1'ANDARD TYPE III-J PJ;;R STD,-202--L, STD, -2.03-L AND STD.-204--!, WITH INDIVIDUAL MULTIPLJ;; CIRCUIT, .120 --_ VOLTS, EXCEPT USE 70 WATT HIGH PRESSURE SODIUM VAFOR L'l\li!P W/PM,117 LUMINAIRE, SEALED -AN!Jc FILTERED, SIMILAR TO G.E. C890G344. CONDUIT AND _CONDUC1'0RS BETWEEN EDISON PULL BOX AND BASE OF STANDARD TO BE INSTALLED BY EDISON. (/ -_. ~o/ bo/ '~ - 15, co_ /'(5T'RYCT -+_ 0 AG6E!ii1'0S CONC:J?ET'E; PIPE .SLEEVES W7TH_ .30" Ct,VE{( .. EXTEND e• -o· EJE Y9NO C//RHS, ---~ /O_l:NTIC 'f'OIN ,·' ·.:. ';' ·:· . ---, . .:.:.." ·-··~~-•----.. f 21 4tJ-II CONSTRUCT -&EINFORCED I PER STD,•401-L STANTu\.RD PRECAS1' MA:NOOLE --INSTAJ:.L AJfl Rl?Lf!ASE YAL.VE Plf:R sTo.-51s-1.-. ~ Ill ,--;I-.: " <JI -- ,_ _ 411,0.'Z() (i,"C .. S.48 33'27 c. /26. 76' I ----r----1 -----. I I I I I l I / I '25 _23 CONSTRUCT 24 CONSTRUCT 25 CONSTRUCT 406--L SEWER CLEANOUT !>ER STD, ·400"1 8" V.C.P. 4" V,C.P. SEWER MAIN SEWER LATERAL PER STD.· --3,4 -/IVS?XLL /4,K4f<l,u Ra:7AAIGVLAA' CAST /A'OAI P/Pc CURB OUTt.£7 Pe/? £ S'7A.-/84 -L & ✓0/AI W/T/1 E'%/S77,VG STORM .ORA//41 P/PE. W'/Th' A.OA,<'T(?A' .4LHABRA r(7V/VLlA' YA .-'-4c'C7 C7R E,:?UAL IMPROVE'ME'NT PLAN FOR TOULON SHEET: 8 OF /!i /, K-24 J ( ) I --· -+ 1....:::..:.... - - ------I - ' . i. ---::·.·=-! . . ----1 :. .._' ' IL _ _._ ...... ~_L ---T •• I • 1 ... ,-,--,-_-_. =::::r . ----- j 1 I l i ----:. ' • / 7 (74 01 ET£RtCH,POST 2111!3 .Ol3 fll.M ,_ i? -- ·-'. ·:r • r·::~ ___ _ --·· ----. . ,1. ,.·. ·r· :~r= -.·,· i{J:. ---::-····--- -.~Ao' :~ ......-_ ~ ---. ------_._ :SC. . ··-. ••• '·:.. i .... i . ~ ' ~ .. ·-·-~-=.-----···= - ' 45 . SCALE /0 "'20 1 ' ' --·--- --. _--... .. ' ------ . ' ' ---I __:: • -----· I I ... -_ ' j ' j--- ! . •• •1'= Iv' • ~j'JI, ·1,.0 .. - ---+ ---. _,___ -------•'. 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PNOJ:✓£E $CAl..l; LA7".FA?Al,,$ HOR/.?. ✓·",,.,ro' PFAl'.r. ✓"'::4' STOR."l DRAIN 43 CONSTRUCT 18 11 R,C.P. 44 CONSTRUCT JUNCTION STRUCTURE NO, l PER STD,•310·L 47 CONSTltUCT CURB INLET TYPE OS PER STD,·306•L,. 49 CO,NSTRUCT CURB INLET TYPE OL PER STD, ·306-L, L~l4'· APPROVED --~-,,,~j-1~:=)~Pi~zJ;;~--;~-~~·-- --------L.J .. :.::::.::.:. -i"-l~---'.:-_______ :.~➔-7--:-=➔~7 ----- . ---1-. -----------1 -- C'UH.VE .OATA ----1 " ·_J __:__ __ ' --- /::,, R L 4.85.00' 22.5,0' 459.74' 35,561 T 248.78 1 ZZ,72' AS-BUILT: APRIL, 1980 PLAN 8 PROFILE STORM DRAIN LINE 1'811 TRACT NO '9587 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET ' II OF JC' I ' , I I ( ) -i (/) ,:, ~A t=:q ~·- Fi D -- _ GA.!. V. STEJfL. #OOP ~x'.i.t.lrTIN6' ff,l,VQ CAS'T /NT<:1 R'OOF-2 R4'<;U/4i<?Ee> PRECAST /V.YCH//1/6 'HA/S'e r,:, MiE'" ET S'N/S#, -FV~PAC'~ • QV/c-Hs-ET a '.(/2x7 :C,11::eP ,,.,.ANeL. V,-?l/.t.T" $/MIL.AR ro PV-~t+ PRY P,._CK ANNVJ..AR SPACE- ' ' I I I ' L-4CJOL:'R A"VN6S C'""9S'7 /N VAGILY' • M//V.-9 "ABO VF .,.,./,V/fN ~FACE ~EQP. ~ \) \\ I\ t.?1,;\-\-, -"5r~"5ffJ":ffi-OIV (-ZO~ E .IE) ,1:-coM-PACTEP A'OCH SA.SL • LOW Pli?EJS,S/OE .-£::,,.. J_ o-c.-"=--"'~.+-4-li---+- .. A 48"A"'?e"" OP&N/HO ✓N r,:::,p <!:JP VAULT " ,, II I ' ~~1?A"'2Kz~oe.GP -RO C-'< 8 AS 4 ·t✓NOeR .S'l/MP I I I I I PRESSUReREO(JC/NG VAULT 11-75 OJETERICH·POST 2lll8 .003 •• •I>. • ., ·::,:--.. /,.·:~ .. ~ I( 7 EOI.IIPMENT 1./ST 0--Bul"'RESSVRI!! ,<i?EP<ICIN{;' //Al.VL:-C'L.AYTOAI 'i';t) G-OIACS ~ 8~~ GA re VAL.VE-/VON l<'/.S//VG STEM' WITH HA/VD WHE'EL C\ l.!_r 41 YICTA_ 1./-1..IC COUPL.l/'/6. i.v;::::::::-8 ":X 4# A 4" C. /.. rJF £ @)-4ff l""&'li::.S.Si/Re ReOi/C'ING .VALVc-CL.AYrOIV 90 ~ 4" GAT,e VALVE-NON ri'I.SING S'TE,V WITH HANO WH/:1:L. .r,;--,0---r,_" 1//CTA GILIC C'Otll'>t.lNG ~ 4" ',00 &L. @-..,;• A.C. VENT P/PJ!.' ~ /"¢ TAP VY/TH CORPORATION .STOP, TE.E ti' REPl/CE;;?S l '@-Pli?ESSVRE GAtlPF, O •/SO .P..!i . .I. • @-BRISTOL. ,? l"'lf'N .PR.l?.S'SVRE Rl!'CORDPR H//TH Wl!i'ATH~R-P/?001'" f , . CASE ,;'.0/Fr"e'RENTl,'JL. PRE.SSVRE l/Nlr MOl>EL. #(2j;,,;;s3 ~ @-.z,,¢ GAt.V.-ST',E.EL. l"'IP'lf'-TH,t;/'EAOEL> 8-0TH c.lVOS • --~.JI#¢ FL.O"OR .t:"L.ANPIF. @--1a"x4e"8/L.co" TYPE Je>•2"ALi/MINVM .00tl8L.E L.eAr' YATCN ~ 8" C. /, A5Bf;5TOS C EMEN'T PIPE TO FLANGE AOAPTl!:R' • @--APJUGTASL,: PIPE S!lf'P()RT 3" ¢. ~B" C./. J:L.AN6tfl> & FLAN&E. WAL.L PIPE Nor1:s: I. Jflt.L CA.ST IRON PIP.E , l"ITTINtiS TO BE CGM,!l/VT ,t.l/VLf'P. 2. P/?cS'S(l~t:' ,fi',e"t:)(IC/Nta VAL.Vl!F$ ro BE c'$T£ COAT.!'P /#SIP,!". . > ,QN,:) PROVIDFP WITH .$/Tl: Gt.ASS . .Jl, P,9/NT AL..t. _E-KPQSl:P IRON rlT,INuS ~ £'Ql/;PMENr WITH rwo COATS OF WHITE fi'IJST-Ot..EVM. AS-BUILT: APRIL, 1980 i,: ' , ~ I f L' 7/, l • • . . : . . "'·""·",;;,·. """":,·:." .~ ..... _••: .... , - 6 6 ----+--~ALL FL.A/VG£ . . . 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S:E; ao ,,.--, 'COMPACT" 70 '.3o0/4 • .·-r· :· • ~1 .. -: •·r I pc.: .r-; {.,. / STOl?M I I I I DRAIN .LINE-"C" 16 SCA.Le'-: /"=40' AS BUILT •• r:X(:--::::--7-. -~-~~~~- tf -.--:· _ --·-s1M~SQN•;.. sTe-PPAT ·_ ;{~ , -,~''( . . -' *_.:-_::~>:~_.:·.-_ .. ·;_Q_.;;_,_~H_li_l \;.:>::--· _·. • .. , ~-;{t:~, --~::q:&'"~~~~r-~·~s~-~~(~}tff~~, _.<· : '. ·,-,,,?,:·:_-__ ,_, -.:-_-:, . -'· ' ... ·/.::;::--.;,, -· NE.Wt3oii:::at-·-?e;f'4TE~,-• • ----• .. _.-: ' -. :358 pan _M1~1:orive,_. SGlt<;] ~(:_)9 N9wport Se_;a,:,},; Ce'_r,fcirm"' 9266() t:7"1-fll Q,44:091?3./ o ·l "~ Ix,~~ f, ~ "" .;, \ I PLAC.f SELl'CTEi;J L.ARGl' /BO(IJ.OERS FROM ON-SITE: ,,, _j __ ---------~ ----~---1 -~----,---~,- NOTE: 5l'E SIIL'£-TS 3 & 4 r. IN TU/S AR/3:'A. J/OID 99 1 • ,P, GRAOINE \ T. fMPORARY DRAINAGS-J:JJCILITY ON S.D. 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OR GUN!Tt?-.OOWN DRAIN ?ii'R ,O,ETAIL ON TlflS S'HEE-r, s-----+--5[LECT TRElllH EXlAVATI/JN COMPACTED TO ~% __J_ "<'4=---:--,-,--,--:-,-,..,-ji, . ::.-., : :-. ~ ~ : : _._ ? [--e·,-+---fJAND BACKFllL,M/N. 5.£. 30 COMPACT TO 95 °/4 _j__ -, -.. ,..,,.~ O.IJ f 12" MIN. 0,D. + 18" MAX. TYPlt:AL T/lENCH ."OE.TAIL NO .5CAl£ APPROVED PL.AN AND PROPIL./a-. STORM DRAIN LIN& "E-" IN 5PY GLASS 1-111-L ROAO Al'L Y. OP GL. C,4PI TAN t:JRIVG-- TJ:?,4CT N~· CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 9:587 R-5318-S SHEET// or2(t) ,;:111.10 I ( \ \ ' ·I i ' I I 1 -------------------::---,-------.-------~------,-------------N Pf\ ' ,J b ' ·r.,S-;;:::~:::--,---c__......,~----+-(_--=~~-,..,_,r-:c=~~,....~~- --, c~) _'.___}, 'o • "" 'i -J ~J -r'_).. *. ' I 1'-'3' ..----~4 isl I • f I ' IYl 7 ' •I ---' ' r t • PLAN lffl-1-' ti 4@ \e," \.,,; -"-" I _ i--------'--' -----------,B° r- SECTION A-A A ,I I ' /V,, -ii,,(:. \ A . OUTLET STRUCTURE 5/73 DIETERICH,POST 2101B .003 FILM ' 0 ~ ' I .3 ,, ., •. • I Jli::;::,o::::;;i I :~ tlc.,.~:, ... ~f" .. J t • .. I i .,•-0:·.1 i 'I,·-"' .. : \...__'_ T'< P. ALL LAP=> SECTION 6 -6 II' -0" <11 ·u1 E "' 'l'' 01 SECTION C-C b SECTION D-D NO ~CALE I I I I ·01 . I A"'J 14-+ --!-+· I -7.: I MA)(;lMllM '?I.OPE WI-\SR..S '::>1-\0WN 2. STRUCTURAL NOTES DTMENSION.S FROM FACE OF CONCRETE TO STEEL ARji TO .CENTER OF BAR UNLESS OTHERWISE SHOWN .. ALL BAR BENDS AND HOOKS SHALL CON.FORM TO THE . AME RI CAN CONCRE'TE , INSTITUTE.' S "BUILDING CODE. REQUIRBMENTS FOR REINFORCED CONCRETE" SECTION 801. , • • •• • • ~ ------------ . '--- ( ( PLAN. ! . w ~~·r S~CTION A.· A. ! H w :r / ' ' Q~ V ,,_. \.. .,I ---------- <.9 ' '.: -1 ELE.VAT\ON I-IE./.1\D W A..L L DE.T At L ND ~C./.\1..E. ---.. 1.,"---- tt4@! 16'...-:--' .. I \ ~ '.>@6/ I L---~ 40 I I:!' I • FLOW I . ---. 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' • I: ..5.,.-0,,,,... f --..__ 1---..__ ,____ ..__ I \ I , I) ' I ' " ' .&'i :/0' /0' AO' /0' ,.o' 1 I -- \ \) ' I ' I ' ,, '} -I-- ~ ., ' GRATE PLAN ·.:r.-~ ·-· ./-~-" p' AA/C#O~ BOLT ~ I I ' ,_,.., Tj f.-,_ I I I .. .,,., .... :, .. ,. ·•· -, . . • .. :·~ "':, . - ,? ~ ~ I ~ ~ i:::: ~ Crj SECTION C-C ,.g.,._ 0 ~ I ------#4 T/e" ,e,4.,,e:z9 @? /8.,,,, 0. C. f;0 __ 1 N_l_E_T_S_TR_U_C_T_U_R_E_Fi_O_R_3_9_11_:_P_l...:_P~E=-- SECTION 8-B v NO SCALE ff.,.-r:::;;,.,,x !!T"-G'.'.: .::iil"'.,.,CO...VC. o,,,q G'b'A/ /TC .M-' / c:Ei,.,..XG ,q "'/O/"'/O -'¥. ,t,v. ,W. O.,&?/L~ #OL$5 /....VTO A.C:,,c.--"--- AN,0 T./6" w/0.4,<;t,C G 0A0e h"/.,&(,5 ,,,,_,,./,,V, d r'-"'LACCG Gf----.,.,-TE._M_·P_O_R_A_R_Y __ v 5" C.P. I A ... INLET NO SCALE ' 'b ·I K ,', ' !'(\ I I_\ \.l'- I") ~ l\o ~ AS BUILT APPROVED .srORM DRAIN DG-T.AILS / ( ( ., ,I I / --..1 ' V) )J ;2:"'.:!::,,. fui~ ~, Gil -I !· ]1-75 li-CONQ/.ITE-CA/3/NE-T M37E?S. /A/STALL. 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