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Home My WebLink AboutR_6075_S' , ............... ._. .:::::fi~·-;;:;=r---~ , ... ,ti,\ ...... .............. _ .. 40CAtlOlill ..... I I ,--- ' 1,..ACIO ... ~. I < \ VICINITY MAP I 0 • 10 .. -··---SCALE " Mil.ES INDEX MAP --N.T.S. I , '+-·-- --- I ORANGE COUNTr ENVIRONMENTAL MANAGEMENT AGENCY SANTA ANA, CALIFORNIA MICHAEL M. RUANE, DIRECTOR PLANS FOR CONSTRUCTION OF • LOWER LOOP ROAD - RETAINING \VALLS FROM PELICAN HILL ROAD WESTERLY ASSESSMENT DISTRICT NO, 88-· 1 ' ·-. --~ .... -~~, .. ,.,,. • -~.,_ --.... ,.__ ' -, ' ' PROJECT ADDRESS: 21003 PELICAN HILL ROAD ~QI~ BASIS OF BEARING GEOTECHNICAL. INFORMATION I SHOWN ON PL.ANS FOR BIDDING PURPOSES ONLY. ACTUAL LIMITS ANP ~EMOVAL. IWJF'OR~ ~'lE SYSWM ZOI iE JI: UHE BETWEEN o.c.s. MUSTARP 2 ANO 0,C.S. PEUCAH l-ilU. BEi~ Nl0'11'06"W PfJI R/S 88-1CIBJ OUAN71TIES SHAL.!.. BE • DETERMINED IN THE FJELD BY THE SOIL.S ENGINEER, "'---------" UNDERGROUND SERVICE ALERT CALL: TOI-.L FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG DEVELOPER/0\VNER: THE COUNTY OF ORANGE 10 CIVIC CENTER PLAZA SANTA ANA, CA. 92701 (714) 834-6200 • ' BASIS •• OF TOPO: · FL.OWN BY: R.J. LUNG DATE 6/14/86 GEOTECHNICAL CONSULTANT: LEIGHTON & ASSOCIATES. INC. 3050 DAIMLER, SUITE 8 Sft,NTA ANA, CA 92705 (714) 250-7115 EMA -PUBLIC WORKS APPROVED FOR CONTRACT ADMINISTRA.nON: 0/R(CTOR or PUBLIC WQRi(S FUNDED BY: ASSESSMENT DISTRICT NO. 88-1 U]l!JY PHONE NO, SO. CALIF-El)ISON PACIFIC BELL TELEPHON~ sq, CALIF. GAS CO. (714) 859-5253 (714) 966-6216 (714) 634-3106 LAGU"IA BEACH COUNlY WAi.R DISTRICT (714) 494-1 041 !R'<iNE RANCli WATER DISTPICT (714) 47S-7500 CO~MUN'IY CABL£VISION (714) 721-6226 THE l~<INE C®PAN'I' (AG. 0/VlSION) (714) 544-8890 UN~ERGROUND SER'<iCE ALERT 1-800-422-413, PREPARED BY: THE KEITH CO!vIPANIES •W • z:.txu.,.. • AJl/&IUY.nrt.U • J,,v/JJ5t-,U'6 ,,.,,,.y...,,,. • Md wr,,,,,. • QIJIS'l'/ICKTJ'OJI Jl,Alll,CIJ/ZJII' SIH .mct~Mt. Coii.t liil, el IM4di4!146-6100- INDEX OF SHEETS ' • SHEET I . 2 . 3, 4. 5. 6. BENCH MARK: 3K-30-68 t6 MtLES S()ll'J}FJST ALON& Tt1E PAetFlC COAST lff61fWAY IU.5. IOI M..TJ FROM THt POST QFF-W::E If CGICM pa, a1AR; 87 FEET w.lRTHDff :JI THE -~-Of M lffllWAY,4& FEET 10UT11EAIT t:lf A ~, THAT IU MIOUT 2 FEET A80V! THE -N>--lacwD,WITHAIIICl<tY8 PrYIT' WVT ~ lW TlflJ ~•T _,. t# TMI: . - . -.. ~KTIIITICTIPCIIIMWUT-fff A -i"t: cMDl1 PQI A II -.. ,cll l'!l'f. AIGLIJ'7mTlqMQIJtWI TttillJ.MlV, DESCRIPTION TITLE SHEET DETAILS,TYP. SECTION PLAN VIEW PROFILE WALL A • PROFILE WALL Sl,82 PROFILE WALL Cl,C2 • , ' r _,.. .. t---+-+--+-----·-·--------- W.O. NO., ___ _ DWG. NO,-( SHEET 1 OF·-6 ) ti..,,,'"· I ' • ' ' - .) ,; ' filit1d an:: 1t·w1:i rwawtrzt'tr? lit#~-~ ·t :a w',C~._.,_ ' __._.. '::It: ltri-'-\li:P"'IMrt ti 11/Jltllrti( : h ':51(l,.-ial ._.,· j(ir/J' .. :rl:s liflllifi'j h'i"I ti ->( KJin:·1rr-. ,"1,wrt 11; ·,o;,-•W't' ro 'I J,;r.-•AICd"«"""'"' , ..... v .. , ... , ~-.. -.. -~ ................ n .. "Joi'¥(*' &Wfuh-z<irl • r:--, .. -11 C ·1-,0•-«-··1 'I -•iii;U, I jbl,o ti ·rr1 fl 6 _,..,,_ ~---...--~itllAlllifi " -• . • SPECIFICATIONS FOR RETAINING WALLS ' I CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON JO!S. 2 TYPE OF SOIL AND BEARING VALii, SUBJECT TO IMLDING INSPE::'l'OH APPROVAL. 3 FOR ALLOWABLE LATERAL EARTH PRESSURE AND SOIL BEARING VALUES, SEE SOILS REPORT (GEOTECHNICAL INVESTIGATION AND GRADING PLAN REVIEW, LOWER LOOP ROAD, !lY LEIGHTON ANO ASSOCIATES, INC. OATEO SEPT. 28, 1989), 4 b,END ALL FOOTll6& 12" Mil'IIMUM BELOW lJNOISTURBED NATURAL SOIL 5 _ _ CONCRETE TO BE MACHINED MIXED I : 2-1 / 2 : 3 • I / 2. MAY,IMUM OF 7-1/2 GAU.OIIS OF WATER PEff SACK OF CEMENt f • .., 3250 PSI 6 . CONCREtt 1!LOCKS USED FOR TiiE CONSTRUCTION OF RETAINING WALLS SHALL BE HEAVYWEIGHT UNITS At«> SHALL CONFORM TO THE REQUIREMENTS f-'011 6RADI. Y UHITS OF A. I. T, Iii-S/'ECIFICATIOIIB C-90 UTUT ~Ol!l- . 7 . . '.NPE"A" MOIITMl1IPAR1' CD!ENT 3-1 /2 PARTS SAND. 1/4 PART LIME PUTTY 8 COPING : I PART CEMEltt , 3 PAlttS aANb. 9 • . REINFORCING STEB. SHALL BE INTERMEDIATE GRADE DEFORMED BARS CONFORMING TO 10 II A. S. T, M. SPECIFICATION A6111 (LATEST REVISON) AND SHALL EIE GRADE 60 BILLET STEEL ALL REINFORCING STEEL TO LAP WHERE sPUCED 40 l>IAMEnRS WITH A MINIMUM LAP OF 42" REINFORCING BARS SHALL BE: SET STRAIGHT AND SECURED ACCURATETY IN POSITION 12 VERTICAL MORTAR JOINTS SHALL BE STAGGERED AND CENTERED ON BLOCKS OF EACH COURSE DIRECTLY BEi.OW. ALL CELLS SHi'LL BE \l£flTICALLY AUGNEI> SO AS TO MAINTAIN A 5" • 5" MIN. CONCRETE \l!aRTJCAL SiO. (4-1/2"• 8-1/'i: FOR 12" C(INC, BLOCl(S) 13 . CALL BUILDING DEPARTMENT FOR INSPECTIONS BEFORE POURING FOOTINGS AND AGAIN BEFORE FILLING Ca.LS WITH CONCRETE 14 . _ UNLESS OTHERWISE SPE;ClflED, NO CONTINUOUS INSPECTION IS REOUIRED. Ill CELL WALLS AND CROSS WEBS WHICH FORM CE:LLS TO BE Fl LED SHALL BE FULL IIEPPED IN MOIITM TO PREVENT LEAKAGE OF CONCRETE. AND ALL JOINTS AROUND SUCH CELLS SHALL BE STRUCK SMOOTH. II Ca.LS SHALL IIE FILLED WITH CONCRETE IN I.IFTS NOT TO EXCEED A HEIGHT Of 4'-0" PIIOIIIPE CLEANOUT HCUS AT IOTTOM Of EACH CELL AND AT EACH l,f'T Of CQl«;RE IE. ALL MORTAR ~ OR 1>E11A1S SHALL 11t: 11EM1MP F1iOM Cfl LI AND CUAN0UT HOLEI SHALL IE SEALED 11EF0RE CONCRETE IS l'UCED. 17 IMl'Ef11'£CT J0lHBII AND WAI L IIUIII'~ DQ ll.,-N14 DEFECTIVE IILOCl<S WILL IIE REJECTED ANO MUST IIE REPLACED /Cf NO COST TO THE OWNER 19 20 21 22 21 26 27 28 _ RETAINING WALLS AflE NOT DESIGNED FOR SURCl1ARGE OF ,,_VING EQUIPMENT, EOOIPMENT SHOIJI.I) IIE KEPT IIAC~ FROM TOI' Of Wf\U. A MINIMUM Pl$TA!l(:E EQUAL TO HEIGlfT 0f WALL AIIOVI l'OOTINU. ---. ~,~_,, . IIACI< I'~ l!IALL NOT 11 ITMITEP FOIi AT LEAST SEVEN PAYS AFTER THE FILLING OF THE CELI-& WITH CONCIIETE. D~ENSIONS AND NOTATIONS SlJPERCEDE SCALE OF Df<AWINGS. A WATER PROOF COP.TING SHOULD BE APPLIED TO THE SACK SIDE OF ALL WALLS PRIOR lilf"I-ACEMOO 0f IIACl<FILL MATE!flAL, AND PRO!'~ PRAINAGE SHALL IIE P~OVlDEO AWAY FROM' • flLL ALL CELL.I WITH GROUT, -ALL REINFDRCEMPIT SHALL IIE 2" ~ ALL fOOTING RElNFCRCEMOO IHAU, 1iE I" CLEA!t FIIIST COUFISE OF 111-0Cl< SHALL IIE EMIIEDPED IN CONC!lm FOOTING I I /2" TO PROVIPE SHEAR 1(£'1' F0R WALL NO WAI I s SHAU-IIE ~ LED 1•NTll ULTIMATE STRENGTH Of CONCRETE ANP CONCRETE GROUT IS REACHED, • PLACE I /4" PREM0LPED EXP,_NSION JOINT FILLER AT 10'-0" CENTER TO CEt!TU MAXIMUM &PACING ALONG MA80NAlf( RETAINNli WALL TYPE l!: CEMENT SIIALL II USED. • CONTRACTOR RESPONSIBLE FOR IIRACINQ WALL DURING BACKFK..LM SEE SOILS REPORT REGA~DJNG l!AC~FllL PLACEMENT. ' PLACE COHC~ETE n..LET AT ALL UDG~ BETWEEN WALL THICJ<NESS ~ TY!'ICA t. .3' ~cT/II M'll/6 Al /Ill. AI.T.f:l • ' • ee. 7' 18' t:.' WAL.LC-I I 1.s· ~I-IOL.E.'=> WALL t:.-t'> #4'@._-vH L..:~1_ ____ --1-_ _µ· ~·: ::::::~: ... ., ('N~ I • We0pH()/8S (T,;p.) TYf'IC/-lt. 4'/fETAI.I/./IIU6 /Al/Ill 0 A/.T.G. .. o,a,.;' 3' /I' ,/ • S' :j ci II.'. \<JA.L..I... 6-2 aFt:Tll?ll/ ?)-13 --•·-·. - - X • 5'Mrn. ** >bn:: WI-IE;.J 1-1 >"1' ~ILDE=PTl--f =1811 • Ml"-J .. " ' . ·' " ,· ·-;. . ' ; . •, .. l,!'"C/-7. (I. • ... · w ~ Dm,!/..1 pe,,:;,, .::>.CS.MA. ere. I~ , -• • .,. . ' . . -,_ o/1''.l!Jar!I TYE' /fc?://IA/IIZ/6 N/ltt. !5Cl?'c0Vle 11>4' H 5'-0" (3·0" 7<0· B'tJ" i?'-0" /0'--(;I' Ht Hz HI T /( "' 'lf" IJ/llf!I "B"Ml/5 'Y:'"/!J/ilrG -0-8/l.1(6 4'-tJ• l'-0" --l'-(J" e-o· ,:7'-,!?'' #,:7@/,?" "'4@1e• "'4@1?4" tr4@,?4• 4'-0" e-o-/'-(}" 8'-0" 4'-8" .-r4@1e· "'5 It!?" .-,:l@f 8" ~<'M" <7'-0-e'O" r-o· /'·O" 8'-(,," 6'-8" #4@ 1e·· *o@to• "'5@ IC::." t"4" t:1'-C• e'-O" e-o· 1·-0· 4'-[i,• (;'-8• #tf@te· #5@(;" "'4@ e,:1• 4'-fY e·-a· 8'-0" /'·(i" 4!.(J" 8'-e' #e1c., 1e· roe"'"'" ~"'6&/~· a· "'d@e4• ,:;·-o--e"-o· 4'-G" /'-t;;," . :. 0 ; f</W ~ ""·'"' o.~~· 3 0 WAU../:>. €,'-0' 9'-8" ~;:,@e II.I.TB. 1,•-\ in ~ ,it-7@ <,,. #,:,718· #t:7~ty" DR. 14 15782 Sheet 2 Of 177 SCAi ,e ~ ,-,oe,z.: /lit• e· 'Vt;/ii!r: ,.._ 5• 1/2 0 l 2 3 lnahe ■ on original drawing PREPARED BY THE ~ KEITH ~- COf1PANIES Fr, --~--.-._..~.,._._ ORANGE COUNTY EriViROriMEMTili.. HilriilGEriENi AGENCY DETAILS AND SPECIFICATIONS FOR LOWER LOOP ROAD RETAINING WALLS MARK DATE DESCliirTION PREP st£ET r=~=::-RE,,-V_I_ScclccllNS='-'-"=---18Ul'ERYl8ION aF 2 • DESIGNED C 13. R. ,_-I 8CA1.E DATE PIIG. Ill. UfG Dl!AWN • #. CHEC11£0 • R. Al 8HOWN 1--------------------------------------------------------------------------------------------------------------F~B K:i ,-,,~.:.LM,6!,!.7,p~ 75 Ol!·DoL·!IO 01,03 PM I ;ioge,-g-,!I • . . . . ... ~·•=1 <, ........... »··»·•·---·"•-· ....... , • • • -•.•·" •• " l • . . sttti-:ir:Srttpq me,· i· I ti it:s·reeialtiilrlt"ilHrt'Jto• -·q;:,g t trrl#hOf'fi•fitiwllllfi¥fo:;a-,·11,n&liCiitr••1H ill I iii 11 llrt st f1 n· ref dr-:#lttcte sM I ··rwilPWte;\M &'rit#I 'r": Ft f 112 I 5 li'f'rttrt'Wt I I it m f/ • :CS I rt a· --t•l'ilr••n:tt&SN lftnith" 1 11c:rifl' • o'#'Ihbitf 1"t1Htt2' fj rfrr"iltf'Y:#tMh:tno/'.I ·if-, Si rt trtt::w, Mttd rtlil c· 171 1'1113 tr :r r>rrs· tr·#itia·r: ssr:wr tr«n➔titt rt nsrrt·rw li:M' t: n tnN.rtt'lr : rtr :er i.;¥: "P r :Mtr :rt entrr t , st· ·e :VO t l • 1 1 ltilqll :Hi I h )Ck Pl ·•i·we ·"s :rtt'tf:i' 21m \ • :tr&Yrtaul:IN.I ,. J 0 NOTE: PLAN VIEWS TAKEN FROM LOWER LOOP () cg) flO) ROAD CONSTRUCTION PLANS FOR ASSESSMENT DISTRICT 88-1 BY THE KEITH COMPANIES SEPT, 1990, CURVE DATA FOR WALLS Cl,C2 DELTA /BEARING RADIUS LENGTH TANGENT 14" 29· 32" 569.33 144,00 72.39 26' 14' 26" 59Jnn 27067 137 '7't \ \ .\ • ---. ~ ::.--.., -- '--._' < -~- ,, -'>d' ., • '-I "--bill~ ...... .....,_, -~:. ""'-==.¥s:._ -- Wll• L C:1, C-2 FOlr PtroFIL/& ~ 5H7:t;;. I • ✓ ~r.-: .. 1,----;;;,~\"-d ~~ -:-.---\:~~;::::- • WAI 1 A /"Olf' PK'OFI/.E SEE S#T. 4 .I' -- -G • 1.,.>:'. ' \ (,' l,..,._ • \'ef, 4/ --- \ ' \ \ \ .1~.Y r R V . ~. . .• ro '(,/ er .TT"""-rteit( /illL"t!r(--f--- • I(' Q) ® ~--. .--· -- .,. -.,,-- <" "' . \I' ., ----✓-' '<:: - ' -82 . - ;; ---,~ P<IOV. \--..,_ II . , ~~~ l :ii~ "' "' ~ -· -"-,. CURVE DATA FOR WALL A DEL TA /BEARING RADIUS LENGTH TANGENT 54• 49' 30" 579.67 554.67 300.63 N29" 10· 23" E 37.33 CURVE DATA FOR WAL.1.S 81,82 DEL TA/BEARING RADIUS LENGTH TANGENT 01' 38' 27" 2095.33 60.00 30,00 © N20" 33' 00" E 179.48 ® 14" 39· 12" 799,67 204.5 I 102.82 ® 01' 05' 10· 2110.00 40,00 20.00 7 N20" 33' 00~ ... E 179.48 .. If ,,.,~ 8 09°//'08" 785.00' le5 . .it5' t:.fJ. 01$ ' ~ i I ~-~OTE:0 ALL CURVE PATA TO FACE OF WAL - I 1 /2 0 1 2 3 tnohee -an original drawing l'REl'MED BY DR.14 15782 Sheet 3 Of 177 Tt£ KEITH C<J,pANJES ---.--·------- ORANGE COUNTY ENVIRnNl1f'NfAL MA~AGE~~T Ar.ENGY PLAN VIEW FOR LOWER LOOP ROAD RETAINING WALLS I I • r rr-J ' ,'">··' ' .; '' - . :. ·.>;, __ ' 890 880 .-,,~, ,. :.'-l'.f'H'<~r··~y-~ ... -~-.,.,_,, __ .. ~-• ,,.,.,..,1,,.,,,.,. ,,.....,. .......... ,,, •. _.~,-... ,,_ .... ,_...,,,...,.,._...,,-~,...,.,,,.;., ..... ,... -'.--., I . ~ \ gpe.os r... / ./ ' I I I .... r 10 • l:,ttre:t:i -'. n ;;; ts nttut:Wrtxttttrttoe-1· @#5 r#hct ·-· r nit l t t PS artn :Iii 111r .,... a,; Tl r : ·111 ·re '.7 : : ·wsnr 'M: ·wt nr i W' • Id rtcn;Niift', 'lttt'ta 11 ··ee ·*" rte« tt -fttt::littt wirtltt 'tr teirt ':r :: n t-i il±wb v e cow wrn * mn::mww:t1:n w r.6.@ 13.0. W., ~ i ~ ~ 1~ ~ ~" t • ~~ l'!\ t ~ " I'\) ~---...... I --. ---. ---------I l II II!' t<u. T '.I ' a r•"'f'e« •• 'Slit( r I -,,.-o -;-.,r tp; »·::tr I MIit' MMC O!liiilf rnw :lllil. :r rttU;#it ttY \ 57.53' ~ \ ~ I Q ~ II:: i(\ l\j • "' ~ ~ .... ~ • ~ l;:: ' ~ ~ ~ I\'. i !l\~ ~ !l:i~ ~ ~ ~ ~ I.; tti !ls ~ ~ t ~ ~ I 'Ii) ~ ~ v Iii .I\· { Ill " ~ l(j :it k ~ ~ ~ ~ t.. i-i !-:) I..; " ~ "O Iii t;: " ~ t II< <:j ~ ~ 'l;i&) t ~ <\i ~ ~ ~ \'/tq ~'I) ~ ~ ct\ : I I I I 18 14 16 NAt..L -A Fol{' l"l.AN Vie.W !JEE 514,3 ..... ~ ~ dOO <ti ·--\(\ ~ ~ ~ ~ )< ~ 880' ~•1-•: Veft/1-r. : I"= 4 ' 1 1/2 0 1 2 --- 3 lnohes on orlglnol drawing • ···n; 14.;.1,1a2 ••• • • .. ,., • fSheet 4 Of 177 "" .. : •., .. ,, . .. ' -,., PREPARED BY THE KEITH COtlf'ANIES --a&.-..---·-"'"'_.... ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY PROFILE FOR LOWER LOOP ROAD RETAINING WALLS DATE DIIG. NO. Sl£ET 4 i • • ' . , s' i·• ZKS:11" liitlSIPlt:T i•-· trscs·· Uvr:ts ·rirHn tnf;'.IUI ·tr±awt•• nan.,-rniazkJsrtn·· : rtrtnttict _. __________ ............................ , ........... tt~cn ... ,1 .. , ... ;b ................ ;il ........ 11 .. , , .. , .... M,1 .. n•wn __ ... M' .. , .. w., ...... ,_ .. , ____ i◄ U.1t'li--Hl,l,till<i tt ± h d"'rt: l · t:ttd ;; ff t ttliil.z_stt; ft f • tr" ·tr • liiil'l:il t't'iTt' 11 • :iiMIIIM lliillt ii rsr 'ti tr 6\'vdr • r bntn n: t d'.rmirrm tcut:aa11 al!:ft ne,--,;,nne:¼•·· t II' t ·o ·11 s ·ztt·•~•srtalc i 1 ·;z frets ·err tit er ■ ■ --· •• • r , : i ": .. -/ :-,, -, ' • • . ~-?&h·:,:J/.,'. \·-. \_·. • • h:'tditt:it'-1\ Lie ::rnt:r·a:untnw;± rm ·rs tt: nr 'ti ·rs: re 11 s 117$ "$ )ti 460 I I ' I i l 4,:10! ' ' ! ~ it\ 1!I ~ " £..1:.c,,,a.a::,'Of..J lf'A/'111S•Z09!,. ~~• " 1/ I I ~~ 1t ~ ~~.,- s: Ii, "Ii '• lo s:; i " ~ ~ ,..; \Ii ~ -~ I /0 , 'J'l)f'O,: WAU.. -~~ ';: ~~ S) •. ~ :::: ~~ ~ "' / 44tJ __ L_ .... I __ II /,!.' NA' t. {. 131 FOK Ft.AN view See St-IT ii!,, uo-::r-• r rrtttxr '7" rt art at l'tsra" "·rtuk :sriMSI 'knr'$ f Nth; t 11 I eti# I I., ·.u,&srMtt ••••• ·•·umtt?lfiit l);jliftiztr 5 C rte·· f"n41:rl flli ,---tut< t:1cae&ntt#lllll~»tl Pkt m:rr r rd· fit.rm# TIItt -, 11tij M'I '4aJ,." ... _______________ _ • I:) ,;::, '1 ~ l ~ ~ ~ l'I) \ •<1ll0!1' On C!urtte l/qd1u,1:1?//0.00' • t,,. . ~ ~ ~ ~ ll;i ~ ~ t l ~ • • ~ 1l'ri ~ • I'- ~ ~ ~ ~ • I\) (i I ,,._ ~"' ...,~ t:; le:: Ill ~ ~ ~ I:) ~~ ~~ 33' t ~ ' ~ e; '• ti t-:: vi !fl~ -~ lli I() t • I() ~ ~~ ,GJ ~ i< fl) •. ' ~ "' ' I ' 1; ~ ~ ~ ~ ~ t -~{.f-._ :R " ~ ~ :,; ~ ~ ~- ~ ~ •• ~ l(i . ~ <::i 1:5 eo .., ~ ('.; . ~~ • ,~ ~~ ~~ I " . I I a•~• ---- • -, .. 7 - ilifilliltrtl 't lttr r•:·w·cr:1n:tct ns :iilr.JrtYr't:a::tt %12enwt'1:u-· ts· ·;; ' \ ' I j ' • ' ' • \j ., ... ~ I • .... K • ::i: / ,::; . ' ' • { "' & ~~ &!~ . ~ ~ .. "" ~ ~ 'lj ~ l ~ 'l µ//1 (_/ -t3~ It\ rOli' FL.Mi Vl~I</ SE-I= S"1' .5 • \';) •' • "" • ' ~ .. "' CI ;ritdse "ittti'-rtitrtn fil»rtF'l:i 11 (Vil Rltelt':IIM....-r: t:·,·r: ttt®t"IH') T ,1 "-t:; i '~' .., '. l ~ tri ~ t.:: • ' ..., ~ .., ~ I>!: -::: ~ .... ~ .... '- 11'1 lt: "" . l;, ~ '-n .. -- -~ '-n .... 'a/40' • . ' ' i 460 1 ·-,. , ,I SCAL.e VE,n:: I"• 4' ~1z.: l#•'lo' 1 1/2 0 1 2 -· -- 3 tnoheo on original drawing l'REPARED BY DB., 14 15782 ... . Sheet 5 Of 177 """ ,,,.,,. -.,; Tl£ KEITH COl'IPANIES PROFILE FOR ,, LOWER LOOP ROAD RETAINING WALLS '1ARK DAYE DESCRl~T!ON lJNl)f ' I $l I I ' I h'Allol•hlliOIOIIIIP l 5 trhllfillo -. rhll't:,..,,,..,.,,,,-,M2111fr'C>1"'14>4t"n nw·· 1,:,,1 111 , ... d7X:lti&PO ,·12,wr·nr 11MYl9lililtllljf,Z • ·---- I • • • \ • j i • ·rt· ti • U i lhll t & t EM"ra'R ·lftl:Wifr ttS :/41 U ,J ! ........ 11ed(jl ... 11iaiWa r ~ ~ I:; ~ J..: ~ ib ~ ~ ls ~ ~ t:j ~ Is ~ I ' ~--ij ,- - _.,.OP_ ----W/>J..J... ., .l • -"1"'971~ - ---• --- ------~,!'@.c><--rl~=a=~~------------------- - i ----____ / __ _ -? --------------10·---------~/;1;--------r7---if ______ _ I • • • I \ _________________ ._...,....., ____________________ ...., ..... ___________________ ...,__.--... •z· m rntnt: rt wsz·t ·01 zter bft>rill:$Wtttftl•llli1ts e Nulmk,. , rtrori@rtltr(::·tn -sr,r 7tl : r r 12· rrttntt Mt'ilr 'ttrV"t tit Ir 2 r \ :r. f ·-\~ '.-·-,;.. •, ·~ .. ,. •' \ ' • ~ ,, i j "-! --...,'":I"..., ee' r,,,p.J j \ I • ~ ~.?8' d' ' 'P I ' i I ' • ' • \ ' ' ' I /0/il/Z, I 1>11.i 14 15782 Sheet 6 Of 177 1 1/2 0 1 2 -- - 3 lnohes on original drawing PREPARED BY THE KEITH COt1" ANIES __ au, __________ , ___ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY PROFILE FOR LOWER LOOP ROAD RETAINING WALLS I &,, ?-ti lf,v,•tNI A/1111 C·I ' ¥51 N "( th? rthntdi'rt:111; ·e t1twti"Iirltlrstat:·mwd I trNl@'lt"t H(g·:,• :tr \atlft:rMfl>r:Hr•·· .,, •••• n Jfl'l~I~< alt I ft#:r:;o• ..... l{t F nn I ,-.,u,_ ·; •-··r,eeitzfl:t1e·11:e-:nr uu1mt111t·1s;t,r( • , ' '\ ~, ,-Jc;. ~ r R/W I I 8' 25 .,.$''> 111,'.. 11_'._ ,, ...0 -. ,c;ARLf 'LI J ;.. frELEPHONEIIS.C.L R/.W 6" 20 1.7% 0 GAS RECLAIMED. W,UER 0 5' B' STORt.4 DRAIN 0 80' SEWER 0 13' 13' I 25' DOMESTIC WATER TYPICAL SECTION N.T.S. LOWER LOOP ROAD STA. 10+00.00 TO 66+42.99 79+43.68 to 80+60.64 80' 40" 'i. 40' R/W 8' I I I R/W -----~-' 3' 7' 2' -I ,r ~ 2' OR 4' PER PLAN £. 2' OR 4' FE PLAN R/W 56' R/W 8' 1------..:..28_' ---t+-__ ,:_:28=-' ---I /A 20' 20' 8' 2' OR 4' 2' OR 4" PER PLA { • I i.---..------+----=------1---..i~P""ER PLAN I ~ 25 ~<'\ I ~ ., . -· . ~~o/ 11~,i'.: ~CABLET:S-0 21 TELEPHONE II S.C,E, GAS 0 6' RECLAIMED WATER I I 25 STORM SEWER DRAIN ( 5' 7' 2' 4' 6' TYPICAL SECTION N.T~--- LOWER LOOP ROAD STA. 69+07.49 , TO 85+22.99 TO R/W 56' ~ 7' 3' 28' • 't 28' 3' 2' OR 4" ' 2' PER PLA i- ~-~ I 2:· • . ;· I I 74+70.79 118+73.54 R W 7' LIMIT OF REMO:~n1 EXCAVAT TO BE DETERMINED IN THE FIELD BY THE ~ ENGINEERING GEOLOGIST \ ~ LEGENQ CJ UNSUITABLE EXCAV,O..TION & RECOMPACTION, LIMITS TO BE DETERMINED IN THE FIELD BY THE SOILS ENGINEER lllJlI] UNCLASSIFIED EXCAVATION ~ UNCLASSIFIED FILL I:::·.::_·:_:, l3LASS 2 MATERIAL EX GR ION ISTING OUND ' it_ SUBDRAIN ~ FILL \ ' \ \ ' --' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' \ \ \ ' \ ' ' -◄ , \ \ \ \ \ ' \ ' ' ·::•-: "' )-_._ ."•. " . ' ' ' \ ' ' ' ' ' \ \ ' \ \ \ \ ' ' \ ' ' ' ' ' \ \ \ I ' \ ' ✓ , ' / ,,, LIMIT OF REMOVAL_ DETERMINED TO BE IN TH E FIELD BY THE EERING GEOLOGIST ENGIN I .'. .. I L5-SELECT GRANULAR BEDDING i--!.'.!....... COMPACTED TO 90% MAX. DENSITY EXCAVATION PAYLINE AT CANYON SUBDRAIN N.T.S. FILL t ROA WAY CUT EXIST. GROUND ,, CONSTRUCTION NOTES GRADING PLANS 0 CONSTRUCT 12" TERRACE IJRAIN PER IJ£TAIL I, SHT. 103 © CONSTRUCT 8' lERftlC£ DRAIN PER O.C.tM.A. ST0. 1321 (?I CONSTRUCT DOWN DRAIN PER O.C.E.M.A. SlD. 1321 ~~------~---------------c . . 3 • • . ,._ ·-. ) ~,JCT· RIP-RAP PER DCTAIL , SHT. 103 © CONSTRUCT SPLASH WALL PER 0.C.E.M.A. SlD. 1321 "L" PER Pl.AN 0 CONSTRUCT CANYON DRAIN PER DETAIL 7, SHT.102 @ REMOVE EXISTING CONCRETE STRUCTURES @ CONSTRUCT INTERCEPTOR PR,IJN PER O.C.E.M.A. STD. 1332 @ REPAIR EXISTING OOWN DRAIN PER PIAN 0) REMOVE E~ISTING C.M.P. PIPE 0 @ CONSTRUCT •Nl!RC£PTOR DRAIN PER DCT.U.. IJ SKT. I02 (B-PER PIAN) e CONSTRUCT If PROCESSED WSCEI.LANEOUS BASE ACCESS ROM> W-15' @ REMOVE EXISTING m«:E STREET IMPROVEMENT PLANS (§) CONSTRUCT A.C. OVER A.8. @ CONSTRUCT "A2-ff 1YPE CURB AND GUTTER PER A.P.W.A. STD. 104-0-0C @ CONSTRUCT "A1-ff 1YPE CURB PER A.P.W.A. STD. 104-0.QC. @ CONSTRUCT LOCAL DEPRESSION PER O.C.tM.A. STD. 1308 'L" PER Pl.AN @ CONSTRUCT PARKWAY CULVERT lYPE "A" PER O.C.E.M.A. SlD. 1309 ("S: PER Pl.AN "H" HEIGHT OF OPENING-PER Pl.AN) @ CONSTRUCT 7'-6" WIDE SIDEWALK PER O.C.E.M.A. STD. 1205 @ CONSTRUCT ACCESS RAMP PER A.P.W.A. STD. 102-0 -CC @ CONSTRUCT MEDIAN FlARE PER A.P .W.A. STD. 109-0-0C @ CONSTR'uCT ME!Jl.'.N TAPER PER A.P.W.A. STD. 108-0-0C @ WIDSCAFE MEDIAN TYFICAI. SECTION PER O.C.E.M.A. STD.1114 @ CONSlRUCT 1'-ff CONC. MOW STRIP PER DETAIL 30 ON SHT. 27. ® CONSTRUCT SURVEY MONUMENT lYPE "A" PER O.C.E.M.A. STD. PLAN NO. 1405. ® OVERU.Y TO MAKE SMOOfH _ TRANSITION @ TRANSITION CURB AND GUTTER (f -r' @ CONSTRUCT SURVEY MONUMENT lYPE "ff PER O.C.E.M.A. STD. PLAN NO. 1408 @ SAWCUT A.C, 2'-0" FROM EXIST. A.C, DIKE ANO REMOVE JOIN TO SATISFACTION OF ENGINEER @ CONSTRUCT BARRICADE ANO DEAD END SIGNING PER O.C.E.t.t.A. STD. NO. 1401 TYl,ICAL UNDERCUT SECTION TYPICAL UNDERCUT SECTION ·7 I - • I I/ I I I I I I I I I I I I I I I /· ·11 I 1 ·1 1/1 1 1-,1,-.. l-1I.///J I // 1 1 11 _ @ INSTALL 6" P.V.C, ISCHEPULE 40) IRRIGATION SLEEVE WITH PULLROPE '_ , N.T.S. \ \ 003CD02W D.H. .-•••. ,, ., ' ,_ --··· ~· ---"~---·· • ., ,-·~:·.•·:~7•.7'.· _<'f_:,.-:--:-., ,ro:«.-,~~~, • ,-- ~ . 9/13/89 J GRADING L.EGENP - --tso --?--> FAULTLINEOUIERY· __ .J. DAYLIGHT LINE PROPOSED CONTOUR - ==~--C.URB{GUTTER ------RIGHT-A-WAY -------HINGE POINT ~----TERRACE DRAIN· ~==;;;:: .. ,::::. INTERCEPTOR DRAIN ···-•···__,. BROW PITCH • • ~--SPLASH WALL ✓ -------· ------STORM DRAIN co •-=••=-•c::w• RETAINING WALL ,:c. F-L, r.w. T.F'. F-G- F C N.,. NAT. _TOP·OF·CURB F'LOW LIN!! . TOP·OF-WALL TOP-Of-FOOTING FINISHED GRAD!! FILL CUT , NATURAL N.T.S. V/41/il BUTTRESS j302 !ELEVATION EARTHWORK QUANTITIES • -I --;::-::~'\.,_JC~U;!JT---------------_FILL ROADWAY GRADING (9 /b.fb ~035 430 1,000,530 '-<-"-,...,_,..__.. v ._.,,. ~----==::::::=--::.-.::"" BUTTRESS/SLOPE STABILIZATION 375,000 375, 0 ALLUVIUM/ LANDSLIDE REMOVAL 575,000 575,000 TOTA e I 985 430 fil • ' 1,950,530 0. • >5' I I I I I I I I I I I I I I I I r I 1 <_5, I"/ I/ I I I I I I I I 1 / I I • _J ///// I 1rl1 J/I 1 I ~ I I I// 111 11 11, J 1t I /I, I If. :~~~~~~~ti/II· /11 If/ It I I I I I • -, • I .. I ./ I . I I I • ,L._1 I 'I 1,1 I I I II I I I 1' 1' I I I . l/ /Ill/ I I f I I I I //I I I_ I 1 • / -/ / / / -/ / -L / -, / I I· --.._-l'.l..Jf I·/ I .I I I I I I. I I I I I I I I I I ~ ,,___J---<., I I t ,.-.''--'-!/ -I II I 1·/ ___1..,L-1...._JI .'_I///,' I' I I_/ I -·-.._l_!,.J ✓ --~~ ~ LEGEND/ " 12:LJ --....L._LIMIT OF ALLUVIUM REMOVAL [Ill] ~ UNSUITABLE EXCAVATION & RECOMPACTION, LIMITS TO BE DETERMINED IN THE FIELD BY THE SOILS ENGINEER _ UNCLASSIFIED EXCAVATION UNCLASSIFIED fill/IMPORT BORROW EABTHWOBK PAYLINE C TYP,) . 18 CONSTRUCT 15' WIDE ACCESS ROAP PER DETAIL 18 SHT.103 19 CONSTRUCT RETAINING WALL PER SEPARATE N.T.S. CONSTRUCTION NOTES CONTINU~ @ •INSTALL (EXTRA COVl;ll; SEE SPECS) 42" RCP ID-LOAD PER PROflLEl . , 0 PERMIT AND PLANS. @ CONSTRUCT 4" A.CS'. PIPE WITH CAP AND BEDDING DETAIL PER 1R.WD. CWG. W-IL & @coNSTRUCT DRIVEWAY IW-PER PLAN) PER A.P.w:A .• _ , 10 -0- @ INSTALL OO~N DRAIN T,J PIPE TRANSmON @ INSTALL !EXTRA COVER, SEE SPECS) 48" RCP ID-LOAD PER PROFILE). @ CONSTRUCT JUNCTION STRUCTURE 1YPE Ill PER O.C.E.t.tA STD. 1312 @ CONSTRUCT WING WALL STRUCTURE PER DETAIL 64, St-tEET 10◄ SEWER PLANS @ CONSTRUCT ff V.C.P. SEW.i, IIAIN CONSTRUCT 4/f FREGAST COIICRETE SEWER MANHOLE PER I.R.W.D. SlD, S-1 WITH COVER CONSTRUCT 10" V.C.P. S[Wf:R MAIN _ . ·- @ REMOVE EXlST, PLUG ® CONSTRUCT CONCRET£ ENCASEMENT PER I.R.W,D,',\.". _ @ CO)'ISTRUCT 12" V.C.P. SEWER STD. S-10 TYl'E A. " STORM DRAIN PLAN$ @ CONSTRUCT BRICK ANP MORTAR PLUG, @ .INSTALL 18" RCP (D-LOAP PER PROflLE) @ INSTALL 24" RCP (D·LOAP PER PROFlLE) @ INSTALL 31:/" RCP (D·LOAP PER PROflLE) -@ INSTALL 36" f!CP (D-LOAP PER PROfll-E) @ INSTALL (EXTRA COVER, SEE SPECS) 2'f' RCP (0-LOAP PER PROflLE) @ INSTALL (EXTRA COVER. SEE SPECS) 3(1' RCP (D-LOAP PER PROFlLE) @ INSTALL (EXTRA COVER, SEE SPECS) 36" RCP (D-LOAP P£R PROFILE) @ COHSTIIUCT JUNCTION STRUCTURE lYl'E I PER O.C.E.M.A. STD. 1310 · @ CONSTRUCT !NI.ET TYPE V PER O.C.E.M.A. STD. 1305. @ CONSTIIUCT INLET TYPE N PER 0.C.E.M.A. STD. 1302 @ CONSTRUCT CONCRETE SLOPE ""CHOR PER O.C.E.M.A. STD, 1333 @ CONSTRUCT REINFORCED CONCRETE COLlAR PER O.C.E.M.A. STD. 1317 @ CONSTRUCT DEBRIS PROTECT!()~ PER DETAIL 62 SHT. 105A, -• @ PLACE RIP-RAP PER O.C.[.t.tA STD-1809 ,,,.._,.._ .:;_6,i!.4:_,;.CO;_;NSTR..:..;,_;,;.UCT--'--.E;::.N:;:E..._RGY:_...;D;_;IS;,;.Sl'-PA-T<lfl_...;PER::_D:..;ET,,,.Al.;;L;,_66__.., ffi 104 6 .CONSTRUCT a> A.&.P. PIPE WITH CAP AMl BEDDING DETAL PER LR.W.P. DWG. W-11 @ INSTALL 4T RCP (D-LOAP PER PROFILE) 1 1/2 0 1 3 inches on original drawing 2 ae CONSTRUCT 6' CHAIN LINK FENCE PER AP.W.A. STD, 600-0-0C. 75 CONSTRUCT t.tOPIFIED _DOWNORAIN TO PIPE TRANSITION STRUCTURE PER DETAIL ~O, SHEET lo-I ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY @ CONSTRUCT 42" METAL HAND RAILING PER DETAIL 89 - 'sHT. 103, 9 CONSTRUCT • M.H. T INING WAL AIL 90 SHT. 100. ,,...,,.91~CONSTRUCT 2" RECLAIMED WATER SERVICE PER 1.R.W.P. STD. W-2, USE CONNECTION DETAIL 91 SHT.103 FOR C.ML PIPE ONLY. 2. . I ' 76 CONSTRUCT INLET TYPE I PER O.C.E.M.A. STD. 1301 77 REMOVE EXISTING HEAD WALL AND JOIN EXISTING PIPE 78 CONSTRUCT STRAIGHT HEAD WALL PER DETAIL 2 SHT 102 7'il REMOVE EXISTING PIPE ANO PLUG AND JOIN EXISTING PIPE 80 CONSTRUCT JUNCTION STRUCTURE TYPE N PER O.C.E.t.t.A. STO. 1311 81 CONSTRUCT DEEP JUNCTION STRUCTURE TYPE NI PER O.C.E.t.t.A. STD. 1312 WITH 4/f CONCRETE SHATT PER O.C.E.M.A. STD, 1504 WITH SAFtlY LANDING PER DETAIL 61 , SHEET 104 @ CONSTRUCT MEDIAN DRAINAGE SYSTEM PER DETAIL 82, SHT, 105 ' @ CONSTRUCT MEDIAN DRAIN RISER PER DETAIL 83, SHT, 106 @ CONSTRUCT FIR< HYOnANT PER LR,W .P. &TANCIARD W-6 @ .CONSTRUCT INTERCEPTOII DRAIN TO PIPE PER DETAIL 17, SHT.10~ l ..... DATE DESCRIPTION REVISIONS OCSIGNEO DRAWN CHECKED lYPICAL STREET SECTIONS & CONSTRUCTION NOTES PREPARED UNDER • SUPERVISION or WILLIAM E, WHEELE.R SCALE DATE AS SHOWN MAY 1988 A. .E. 41243 DWG. NO. HEET 2 OF 127 • J .,. ir,· ,._ ..... ,, ·,· ·--,.•. i f ! ' . . i .' ,< , •·11 ·a ia +·stl'Wr ·-.:nzp,irfH C6e n Me T'ti ;; vw r ts Y' 111 :iNr sr&dl,rt ow .,,:,: ttr k :"i rt~ "ff3f"t:1¥ i+C&f't? ttt->f¼le-i+t,Wri e·1a1i:llli"llii'11'Nl;ll ft&tlz"ttlTi"l#I' 7:ri::W ~--------------------" _..,, .. tl .. t *'"'""vw-rltZi .............. ,..hl'"il"'l '•wr•• .,,,_,_, ,,.,_t:z'""'"' '""'••••·a,··'"',.,-,.,.,.,.,..,,.-,.s-tr"'••"'*"'"'"t· .. f -,.11 .. :rtt••"'· .. ,._., ... ..,~< .. ,t◄_r: ,.7 ''"" • .,tlt""'"'i·•-·~ee•· ..,m_,, aw::_,_, -i-•-••""•-lli•'"'il••;••-••Mr-• 1 .. ,ili..,R•••M•*►'"',r,., _,,,..¥ .. t?r•· -11-ro,_, .,~t ,_, ... , .,....,,.,, ~1•~-,_, .. ,_,, .. w~"N""~--e•~•-• ,_,:1-,·•---•-•'"-•·--, :l .. 1,i/111.,,_er_•"'•*"'' ·ne-t:;"'·•-• _.,, .. ,-mitc"' __ ,.,,1,..,·,-~;1tw<"":n~•"'r111••• .. ,.,,_,'fl•>'"·st-:rr.,_.,-11t_+_1tw: •~HM: r•r •--•~r-• ... , A.i.i.e,we·erth~ ' 1 ' . . ---------------------------------------------------------------------------·--------·-------------------------------------------...... _____ ,.... -- -------· ------------; \0 -----~ ==----------= ... =---------- _,,,,. I I / ... "' I I I 220--... I I / I I ' I /!JI //; I /11 I I I I I I I j Ii I I • I 1. \ \ ! \ I \ . \\ I -~ . . . . ..--.rrJ.~ r OF tfirRADl \ /- Sl!f! , .:.__y f. • . \ ~\\ \ -~ \ '\ '\ \ \ \ ~ \ \ \ \ \ \ -· / I \ : TYPI L EACH SHT. . .D. SHOWN FOR FERENCE L) 2, S NO, REFEin:o IMPROVE NT PLA S 3. GRADI INSPECTOR INSPECT . GRAD:N6 NLY 18-tOO 0 10697 / • 1/ I / RUCT TERRAC DRAIN ~-CONSTRUCT CAtlY ORA PER DETAIL SH, 10 19-tOO 0 11670 . / J . TES O.C. E.~~r.-t!!~----- ~ STRU il TERR CE DRAI PER DETAIL SHT .. I03 . 20+00 0 14857 STATION EXC. cu. FLL YDS. ' .. --- ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY NSTR. CT , P-RAP PER DE AIL 5, SH • 103 \ P DRAI PER 0 .. E.M.A. --~----·--. & 11131! KEVliEDRDUGUGRADIN6; ,.Jf□UGH GRADING PLANS FOR ADDEO •0' INTERCEPTOR ' __ __ _ . . ..... 32, I NPE DEAILl5 ·-----· --- Tl N RAIN ER LAN DR INAG SYST M PE DRAIN; AllO[D 50' OF rr TERRACE DRAIN TO CONHE A _,.,, Tll EXIST DOWN lll!AIN. Y/ '""I'' fi'fl/SEO KOIJGH Gl(ADl/6 I ~ tzzj,1 rwM> ~P.WA~ _ LOWER LOOP ROAD -----STA-10+00.00 TO SJA.20+00,00 • • • ) r -'1, t' I ! • ~ J; .. .' STATION 21+00 22+00 cu. EXC. 3 185 YDS. FLL 16359 15795 \ \ \ \ ' • '\\ I ~ I I V \-I,--" ie, <J \ . . '' I . . . ,....---:;::F',, D ::B-ffi '---~"'I - \ 23+00 24t00 154 27 8810 ~ .. , ....... ' f; ~~~~--..... • .. ~ 25+00 26+00 27 0 18342 23242 I --- -- ------ - I ..-,LIM r a •lirllA VN,r • • • p\l - _, -,' • • ' ' . ' - , : 1,11 / 7' .,,.,., ' I -...__ '5:;:;#~::._-D:~.'fs ~.;£.---;.. 7-"""::: ....... :::--J -8g;=~f.=--, ', -........ ,~ __;.------J,9~ -------Jg ' ------------- ,~ .... •/ .oi:: .......-----...... 1~. r "'1' 27+00 0 23217 1/ I + 1/ /// \ // + 28-tOO I 0 18867 ~ ,/ I I / 29+00 4118 11439 30-tOO 17560 1792 OJ ;u C (J' I I I j I i I ' ( ) \ ( STATION EXC. cu I FU YDI. 1/ ' ( ( I I ( , J I I I \ ., . I \· ic; .10- ~ ,~ •. If "-'o.7 i~· ---~ - CO STRU T INTER EPTOR OR PER DETAIL 1.3 SH . 102 lb· R PLAN) C STR • CT MEDI N ORAINA E SYSTEM PE-.,,,,.,,.-- 0 AIL 2, SHT. 5 / D: 5-8. ----' ,.,,::.-' ~ . y r~~ \ { JI!~~ \ ~ • C f412,'.I \ ~ \ • 3-3l-/ . r· r A "' 0 I ~-, I DR. 14 15782 ·, ' ( Sheet 11 Of 177 \ I I , I ---------.. ·---ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY & 11/li,1 REVISED ROUGM &RQOI~~; ADD FLARED INLET, Alf.KA/' 5PLASM WPLL l DOWN DRAIN. 0 ROUGH GRADING PLANS FO LOWER LOOP ROAD ,tt/t! ~ /ltJl./6flGRADINfl . b, Hl?VISED o.rr/AU. OW\N. • . C NSTR CT ME !AN DRAIN !SER PER ~ 'tlf,1 PifOFO$£d a>Nn>uRS D TAIL 3, SHT 105 / , SHEET STA,20+00.00 TO STA,30+54.12 \ , , , 1 • I 1 ,., AS :~1 1-__________________________________ .,;;;;;ii.;;;~=~~~--"'----------------------~-----------:-----------=-=-= ... _ .. _______ ....,_. -;!,i_ •f"• RnHBH GRADE/SHT • .f/L.L.RD./4D sc. • s2co.2~]PF• 3098 177 24-t1•1-i9 03•58 f'H / JOf,S-51LI:? Dlt. II/ ,s-,~i,,, ... • l ' 1 • • i ' ) I ' J STATION CU. EXC. VOS. FLL I ' I I ) I , \ J • \ \ ' ---~ z· :t I I I I I ' \ ' r 31t00 35461 0 ------ ( ,, I I 32+00 50906 0 / 33+00 60635 0 - ... • . ... ------· ~------- ' -• 34+00 58418 0 ~ 35+00 42258 0 ----------~ . ' ------ ---- - -- ----- • • W=Bo'-··-• 0:5~ \ ; ◄ ' +oo 4,(7() --- 4ZO---""t--. I _J,..--~ 7"'--7~-::;::,,;..\ -~:!i:~'0-,J-~~-~ -I . ' \ .. ~,,.._-_ ---+----'19.~fo;t-~~-- APPROXIMATE- LIMIT OF 840!'. ~D / . •· • . . , v--...."- . -I .. --.... ~ -- /3. tOO I 18846 1976 I /J ·-,~ ,_., 37+00 • 38+00 2974 4435 1986 131 -~ . \ I '-~ ' ."" ..... I I .,I I I \ I r ' \;-'"-39-+00 ,.,-· ..,_..,...,-------~-....____--~--~_.,,,.,. - 40+00 41+00 42+00 '7817 5609 152 4337 185 . .----vvv---- 80 IA 1/};f----\..,L ./ ,I----., z • CONSTRUCT I TERRACE DRAIN PER DETA I, SH. 103 CON UCT 6' TERR~•-m;~N E 0,C,E,M,A, D,1321 OWN DRAIN STD,132 PTOR DRAIN STD. I 332 CT RIP-RAP All 5 • 103 SPLASH WALL PER O.C.E.M.A. STD . ERP • ..• 1ST. CONCRETE STRUCTUR . • ' &.,_ . CONSTRUCT 6' ANEOUS SAS S$ ROAD ~:@ ~_.,.,,. RUCT MEDIAN DRAIIIAGi SYSTEM PER ' . .. _ DETAIL 82, SHT. 105 :3892 1203 -- £ 11131 ADDED HEICUTMAIN Dt!AIN & DETAIL AND SPLASH IVALL ,1/'1, irev120 lfOUf,# c,,r,i,,...... ,., , AS·8U1LrG()LFCb.J "Ir,' ;f~Vl:,ED AND ADO F.UIW LINE ELEV. ~ ~x;sr: COiic. sr,r £ 1/ll/! ff£"1U'lt.D CONST.' NOT£ ~ ~-.JI Rkv.C.0Lt'a,,,,.1£G1r,01,-J,1, "•~K DATE DESClll~TID~ REV S O S STATION EXC. cu. FLl YDS. -... , llR, 14 1S782 \ Sheet 12 Of 177 I / PREPARED BT ir;,;, ;L..\J THE KEITH co,r.AN1Es ................ _..._l,,il ill • ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ROUGH GRADING PLANS FD LOWER LOOP ROAD SCALE DATE DVG. ND, SHEET 5 OF 127 AS ._ ______ ............... ' • • I I ., /' ✓, _______ .. -+ \ -I J -I • I /', I ··.-.-' -...... _.....__ - " " ' --..\.._:.:.:::=--c.-..: ' , ___ ___ -- I ---;i,;1 ).. • 'L.L. ~ - ~✓r ~ \ / \. '\ ~✓-/ ...,,-r-+----\--. t I~ • _..,..-11."J_/ -L->: i~&-'> .l. _ Lll'f. OF f'E,\,✓AL v--ri-1 -~!;~~\~~~ ~ .,_ _:_ S LE• 1 • o 40•_ -i .. .,, \ ----- Tl -- ~~-~~ ----'---0~-~~\ \ ---... • .... ~ ----- /~ v\\ \ "'-'""'"• \ \· ( . ' \ ..>:J..:-, I I . r I I 11 o l '--\ I ( ~ I I • I# • " ,. . R. 1-,ET ~ --..J °4 ' E fi~ p'j'.~::''~ . . 'i,'I• ~~-~ ,,,.=-'-'-<~~K "'~ ~ • ~~\, N~~ ,A • ?"~-~--;;:.~:r:--/ \"".Jo ,'7---~ :-.., . -.. _. .. , ::;:::::;: ...... ,: -• f ~4~ 0:S· \ I I )( " O> - 0 " z, <1' rn :--._ ' • r, ~ C ~-~ <1'\ I Ull.1111111 ,.-, ... ~-111-• \ \_;DR, 1415782 Sheet 13 Of 177 \ PREPARED BT -~, ·1 ... -< ' ' •' ··.'. ; . -: . i ' :::.J THE KEITH COtl" AN l ES ____ , ___ ., ........ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ROUGH GRADING PLANS FOR LOWER LOOP ROAD STA, '.2 ◄·00 :,,:; TD STA.51•00,00 . : I I> ', ,, (1 r . . ; r. ' . "' ~ I STATION CU. EXC. YDS. FILL \ \ \ \ ' \ \ I ' I I I I .i i 1.r ' ,, . \ I ' 1·,.,/ I I I , I ' I I I, ' ' \ i ', i '.' ' \"•' \ \ \0 I ~' ✓ ::) \ 1/ / ,_~ D ,/ I I ' I ,~ I!! . ' ' " _-->8 ' ' V • I I ,I I I I ~~--;&¢ l l,..,.._w_, -• .,., .,,.r·-, ----..,.u-n•-•-•· _..,.,_,,=_10,,M--•=i ... -or=--rr--• u_,_,__.,,_.....__ . .....,,_. __ _,.....,....,...,._,,,.,.,..,..,..,....,..;,..,,.,.,,.., . .-.. ,., ... ~_..,.,,... ·•'->-~---·~-•, .... ;.-.,.._ "_._. _ OF VAL 52+00 33954 0 • • • 53+00 46359 0 ' '(,./ \ r"G:- \ ( 54t00 26020 0 I/ I 55+00 56-tOO 6413 17 6798 17308 57+00 1327 12971 58+00 2156 3442 - 59t00 845 11416 ;;;;;;;t;;;~~~~~ . ' .. \ ~ ,::::~ ' ~ -:::, -~ \-, \ ft ,, J..\ -- ~:---",_ ~oz!,' ',, \\'\ . .\-- R ~'l"ll ..,,,,-~ -',,_'-".'.4 , , "' ~ \ \ \;I 2,1 9~/ ' ""''"" ' \ ' , •• / ,,/ ~ '-, ' "" \ \\ \\ ~ . ·' ,,,. ,, :e. '" ' ?;;). //, ,., / ,:__ ~ '~ \ \ '' \ \ ' /I/pl i½,f---1~ , / 0 1 i/,.1/ /// ~--~ 4~. \ \ \ ) \ )I ( ( {~05 , i/ f~~ ~ ~ \ •• I ·1 : I ~ ./ -~==--=--~', \? ·\' ,,.,I I I'-./,..,, :,,/ ✓---· -· ---------" \ \ 'o , \ \., I ~/, -~-~~~\ ~ \ ~---~~~ \ ' l\ ' ' I\\\\\\\ ~-~'-, ~~ ""::..... ."\\ \ \\: ' \ ~-- 0 ,.,.------...-~---. . . • 9&0 \ ~ I ' ' ~ __.., --N~-»"7, \' ' \ X\ I ::J??~~ ,~~~~ ~,'~\~\\\\ 60+00 0 16965 'I 61+00 2929 7553 ' I ; STATION EXC. cu. FILL VOS. I J I I I I ROUGH GRADING PLANS FOR LOWER I.OOP ROAD STA.51•00,00 TO STA.6/•00,00 • . • • • . ' • ,, J ' • STATION CU. EXC YDS. FU ' -'ci 0. '---.. ~...- J 'a.._..__~., Qs GOLF<e , I I i / / • I \ ! j //' . I ; ' . / I I MINIMU / { I ::.-----: ; !l ·- 1 F G, CUT FROM SHT .. 7 8 7 A FOR ACCESS ROA • . 12800 C.Y. ~~:::"-::-;:-958==='==---''-----.,-.:::::: ~ 33(;. • :';34 332 • A 3 t ----', - ----- .. I \ \ /• • / . ORAN 321 1 ; / I \ STATION EXC. cu. FU YDS. • f I ' DR. 14 15782 Sheet 15 Of 177 --···-__ .,_.:--, '?l . • • 'I(!) ... ,Ml ... ---.. ·-, ,,.. C 1 ~ ;a& )~ti- -----~4(;, --- -------514""-c-~--- ·- '/II ADDEO CUT QIJAI/. MARK DATE DESCRIPTION REVISIONS DESI CNED DRAWN CH C"-ED PREPARED BY THE _ .. 1/ '-. . -. KEITH COl'f>ANIES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ROUGH GRADING PLANS FOR LOWER LOOP ROAD PREPARED UNDER SCALE AS HOWfrf D/\TE DWG, NO, SHEEf 14 OF 127 • I ---------------------·-••;.;·=•--M-.,M-·.,,-,-•d-nrl~~--JI Mtt_, ___ o±M-•~•·•-•*-• •-~,-*' ,=•-H1-'•-•---•1-----••-• _, _.,_, _,,,_, ,-.,,_,,_._, -• ,_, · , _ _,_-.,.,,,.,,.,,-...,""'-~·•--~,,;.,..,-..; .. ,._,._,.,~ ....... ..,.~~-...,.-.. ~,,...,,., .. , ... .._,,......,,,,. ... ~~....,.w-,__,....__..,, .. ...,. • .,..,....,..~,.....-..........,.__--....,..,....-..,....,,; • '"1 "' 4E ,,,,. .. ,._. .. ,.,•n-iz,, '-'--""-"""""""_,_ t'1@'r1Jlfi1:t>; 21t·r mmoN cu. EXC. YDS, fLL rs::·•--= e··( r· I '--e~"-J>lTG!l- • -DITCH ;o -----------..10-- 1!,C,ALI!! 7e..,.._..c.e. """"''"' Mol'll'Z,., 1 l., I' loo' -~------------.:.Y• .... "T. ..... &cl I I I I I I , I • . . e,,-.LASU WA,l. /le/I(. ,,.c.e.M.A STp. l3ZI .. 4_R @, l'=ii" o. c. set" I,. Ef'IOlC.'f. SECTION A -A .J " 2 -~ f .J .J t ' A . t· :l •. . . ~-•• • ' I I I L r_,....--- -& _______,,, \ \ - --- .. ST.cTION [XC, cu. FU YDI. @ CONSTRUCT TERRACE DRAIN PER O.C.E.M.A. STD.1321 @ CONSTRUCT SPLASH WALL PER O.C.E.M.A. ® STD. 1321 AND DETAIL HEREON. CONSTRUCT INTERCEPTOR DRAIN PER O CE MA STD. 1332 • • • • • ------- • - , • lllt. 14 15782 _Sheet 16 Of 177 PIIEPAIIED BT IT%] --'--- THE KEITH COWAIIIES Ii--,==-=---=..,::;::::::;..-_______ ....... ORANGE COUNTY ENVJRJNl1ENTAL NANAGEl1ENT AGENCY ROUGH GRADING PLANS FO LOWER LOOP ROAD ® ~f._LASH WALL DETAIL 1-!-K ...... DA-!Et:""'r.:Cft:!! STA,20+00-00 TO STA,30+54.12 SIEET 7B OF 127 DtlA lliii6._ . . =::::::::::::::,-L-:::::::::::::::::::.. ___ _:::. _____ .:::::::::::=:::::::::=::::::::=:::::::::...:::::::::::... ____________ t REYISIIIIS .... ___ , J:r6:~l~IIN:=E~D~8•"-,.~....,---I 24-h■p-19 D3•55 rl'1 / 30fi8-S1U2 ". -·-· ' • J ,. J :, ; STATION CU. EXC. YOS. FLL 7· , I 61 +00 2929 755'3 I 62+00 5010 1128 • 63-tOO 64+00 • • 65+00 3488 2626 519 586 L 1!10Yltt ··~ I ·• •• ~ .·•·~ • :·~-,.l-•,:rawr··r ;-,, ;1·:•'tliintnH11r•~"_,,-n,1r:dttliltei:,cu:1i1·twe t •,•-" -w e·><rc•-• ~ .... ,.,.,,, -, , %-,,-,.. , Ii •• ---.,A« -tlob& 1 .. --1W ---·-·-___ ,. "· -<It i ,re ttl .,_ ,,_ .. w,,,.,.,..,,., ,1,-.....-....,,..;.-..,i,...l(e,h<-•-"'·"-,..""'"""''.,._' ____________ , .• , .... _, __ --, -• • I' i ·---~-•. ""' • • ,.. m<r:KlhM>*-•--·ro Ii lt~·-•1t:!o/t,£2t l 7 tt 66+00 67+00 68+00 69+00 70t00 2951 980 0 0 0 19380 31208 32519 37698 ---45404 I I,. .. ,... /2: f5) 3 0,. X 18 (§) ~5 . .. " '•' I STATION EXC. CU. FLL VOS. (; ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ROUGH GRADING PLANS FOR LOWER LOOP ROAD STA 0 81•00.00 TO STA.10♦00.00 • 1 . J STATION cu. Exe. YDS. Fft..L y . -G...;;O.;;:LF:....::C~OU~R!:;S~Ell~O!T~·~ LINE__-_f!~IT LIMIT \ \ \ J .. X I I ' ( (/ "' \ .. 0 \ \ \ \ I I \ i fB" S /llJIL ll/8 PIPt / )<Y '\ \ l I ,. - FILL FROM MATCH STATION LINE TO JOIN AT EXC. cu. GOLF COURSE 42,872 C.Y. FU YDS. /./MIT I / ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ROUGH GRAPING PLANS FOR LOWER LOOP ROAD ' STATION CU. EXC. YDS. FILL / / J 71+00 0 48242 72+00 0 35916 --..,,_ 73+00 56 24694 1.11;11r o LANDSI..JDE • ~·. ------. . ,ao ::::::::--\ l<i --- 74+00 56 24179 75+00 0 24998 ------ ::::-,..,,5{) --- - _,;;; :::=-----t-J 40 -----· • • -- ' .. , N --- "' -0 I I ' . -- -G -- . I 76+00 30 22889 --lop 01 tJat!k~u n I 77+00 30 23352 ---... 78+00 0 30852 R ... ,,,. N 79+00 0 37425 N I \ \ ,,,. y· ~~/ \ \ 1., 0 1n... ..... • ~ 1,.,• ~ 0 .." Dll.14 15782 ' Sheet 19 Of 177 , .. -1 STATION EXC. CU. FILL YDS. \ \ r\ . . ' .r i . ____,·? ~ "'.i I /""() . ~ . ~-( / / s / PREPARED BY / THE KEITH COMPANIES --•111-~ ............... ., ...... ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ROUGH GRADING PLANS FOR • • LOWER LOOP ROAD STA,70+00,00 TO STA,7g.oo.oo MARK DATE DESCRIPIIDN SHEEI 9 REVISIONS 1-"D"'ESc:,;IG::,N:!EDc--,-.-----i SCALE DATE DWG. NO . Of 11!1 DRAWN CHt:.CKED AS SHOWN ,:_:~:.,.;: . : • ~ • ..... ~ ! -1;. :;.-·-:1•.\•••~'J .... , .;J o,.~ I :_i_-~•5'-'C. ' ' """~•--------..... ___ , _______ ,,.~·--·--,' •' I I • . ' . ' . ' , l J ' ' • I • · , ~ •-·•"~'~ •'"" -~--. ,., • -~ ~.; _,,,,,_~ . ._~,.,_.,.., r111 1 •-t' j() ' ,., tr. t c --cw-i)IIIThMOI J • .-.. -•-w«• '.)c:t?:r tr , •• 1 ·-...... .., -;...,,, rift r ,.. f e--it ': ,,. ....... ..........,,,.,_, __ ,~ ,.,. •• ,.,....,,,-~~~-., ---. ...-~---.... , . .-........ f I ¼ib"' .-....... , .... ,.. """ ,.,~,._,_, ... , IP<L '"' _. • --·--- / . ' STATION CU. EXC. YDS. FN..L ' ,~-~-' ••• ,..,,., . ..,,,,,-... -~~-•~ .... .,,,.,.,.,,,,,"',.-.. j>. 1 80t00 0 42213 j 81+00 0 39717 . ' • • • I, ~H..:.· ____ _,,,,_ 1./MITOF ~OS :DE •-. . 82+00 84t00 0 505 6976 22244 5883 402 Ii • o·' r,. D s IO-Za' 85+00 16296 0 \ • 86+00 22480 - 0 87+00 25557 0 88+00 25187 0 I PREPARED BY THE KEITH COl1f'ANIES \ STATION EXC. CU. FN..L YDS. \ U' 0 0 I ·;1-__ \ ~ ' I \ \ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ROUGH GRADING PLANS FOR LOWER LOOP ROAD J' ., ,-.... ~~ -.,_.,. ., ·-... ,..,__,.,_,' .... .,,,.,.., . --.~---~ '"" " ~~ ~·-- ' • ' • ' . • ' . ' • • I • • ' ' ' ' ' 'j ' ·1 ' J • . .,, ' • ' • CU. EXC. YDS, Fl.L ( I 89+00 20524 0 • • • • • ---- 90+00 91+00 92+00 93+00 94+00 95+00 ••• ---..... ~•~O~--J--. . . . : : ! 9 ~ 8 : ; + ~ 0 ~ 0 : . . . . . . _ + - - - = 9 ~ 9 ~ + ~ 0 : : : 0 ~ - - + - - - - - . . . : . . - + - - - - - - - J . . . : S : . : : T A : ~ ; t ' l ( ) N ~ ~ 15396 13420 9659 580! 13539 30639 -2$~, 17137 10813 EXC. cu. 0 0 0 0 0 0 0 0 FLLYDS. . . -• • > . .. ... --.. . l ( " \ ROUGH GRADING PLANS FOR LOWER LOOP ROAD • l j • • ' I J . I • • STATION 100+00 101+00 102+00 !03+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 STATION , t--'cu""'.""'r"EXC.""-t--------+--.....;.;;;.4.;;;.9.;.2;:;.0;:;..._-+ __ ~7~8~1.;:;... __ t-'-_.....;.;;;.;;;.;0..;;;..;;'-----+---2=:l-=:22:-----t----4~1-::-81~--+-----":-7":-24..a4~----,1--.....;.;":-2':-99~1;...;;.. __ t-_--::'54:-':7::.:2:=----t---=.4=:4'::5T'0=----+---=-2;:;.6;..;6:;..;l a......-+--~,5~1~1 ------t---4"='0~1=7-----1-------t-EXC.-rcu.--t · YDS, FLL 129 1056 3550 2809 185 0 0 0 0 980 1352 372 FU YDS. (~ 0 ST UCT 42"' METAL HAND RAILING PER DETAIL 89 ...._ _________ , __________________________________________________ ;..;... , 1/ . I'{ (51 £ 11-l-!i ADDEO IZ' WIDE DIIIVE· WAY & 111-11-ql RS-BUILT [Al'IYON FILL TOPO 0 ,rfel lt£<1SED ltOll&H -/JJ//€. ~ '1/9t ED DfME14!!ilON ,. ADDl!DANO Hl!H(Nl!D .c. ~ Q\NSr. NOT~,NIWIOV: F.&. ON WAU... IIA~K DATE DESCl!l~TIDN y s / I I ROUGH GRADING ~lANS FOR LOWER LOOP-ROAD STA.99•37.?S TO STA.111•00.00 . ' E"~:;,,,, ~--.----~ SCALE DATE DIIG, NO- AS 8 D ., "·~ .. ,,,...,.,.." ., ,,, ___ ---·------~---=~----":-•'·-----~ ~-_., .. j), • . .,..,. • -' STATION cu. EXC. YOs. FLL :· ·~,i • ,_ ,·' . ·---~' ' ,, ' f J 111 +00 4017 372 \ -· ,.., 112+00 113 +00 ~ 114 +OQ 115+00 2 116 +00 117+00 118 +oo 118+50 • i STATION =-..;.;.;..;..,_,,;,---+--------1------~--~---J-------+,-;-:;.;.:.:~ 9065 10795 8787 8204 14722 15259 12685 3975 • E)(C, cu. -,. ~-----_./ D E N S E B R U S µ ' . .,, .. ; . . ' -... I ,' ' " . l \ LOWER LOOP ROAD STA-111+00.00 TO STA.118 ♦47.70 i,: , .SHEET 13 OF 127 , i • . J I C < -""". --'. . . . .. --1 ---. """["" _""' • 23 ' +.-_.: ____ ·-:: t. - ' -----.-----• --- ..... ...::t----+·:_· ---+ ----_ .... -. ---+--- • ·210- • 7 8 , . l= ... -... --........ , ___ ---... ,, _____ " 10+00 DELTA/BEARING N 79•11·oo•E 50•00•00• N 1 9• 11 '00 •E N 32•15• s•w N J~• s· r, •w 12•57• N 11•21 •5o•w 34•49•2s• ' ' •.. • ' • "' ~ "' :;::. . . ; -- --+-..::::... --~- + •. ··•.·.· .. •.••• •· . ~ ' .. ---.. ,---,--'·- : 16 .. -1 '_ -1 . ---·" _. ,. ~ "".'.".::T • .. : .. " . .3 11+00 ' \.\ "<:::o,~ t-~~ . ., ··+ . + ---... : .. --~:.± .. : ... _-·_:...,·. . -""' .. ,... . . ------. ----------. ·-'-·-""""" +-- .f ..... _ .. ! -- +---+- -- - - ;. - , .. .._ ·--~ • ' ""T ••• -+-- 13+00 78 r;. ---~ .. ' ··.t· •• 1. ' ······.4 ~.·· • J 14+00 SEE PELICDN MILL RD. ENCRD~CMMENTS PLD~ 51JEIT 8 OF JI r,~ • ' ' I --------+ " . . -t--- 15.00 P R O F I L E HORIZ• 1 "•40" VERT• I "•B• \!\-t.. ""t-~h~ .,~... "' _. "" '--"'". •~ .... ~· ""'" ?\'f ~ 7-I -:-;,.;,. ...S) lj."'?--~ • -f>o .• ,. _, . 1 " l / t I \ Iv A RADIUS 45,00 180-00 45.00 2 j \ ----k._¾ --,,..,, -~ t''!F- ,..p •• ;"''A-:t ¼ f • ----0 ... '\:"~W~~t~~,~·/'1'.}4_~ LEN./DIST. TANGENT 18.00 25,98 40. 9 20,43 23.89 14. 11 ' -31, • • ha..--,t_;, - ,,. :r, 'N E BT- / S[[ S[PERnTE PLAN SET PELIClll'l lllLL RD. tNCROACWMENTS SIJEETB OF31-LATERAL "A·9" N 23•27'38'E 41 ,92 1 N 78°38' IO'E 42,79 11 15•22•47• 45,00 12,0B ' 14+0 ----- LINE 6,08 , N 95•59•03•w 41,36 '=-l_:,.,;_;;.c,_=..;:.;....:._1-----+---,;,_-+---=--I 30•53'50" 573,00 308,99 158.35 1'30'00,. N 19"1 l'OO"E 00•32•41• 506.00 4.81 ---- "A .. + PLAN •· o• i, • .Mili. ~~------.. ,___,_,.,......,,_,,.u, .. ~""-••-'"-~...;..,..~-•-•---•>•,>••••••• •-~•• ••·• ',,,_.,,,.,,,,_,.,., .,,.,_.,-; . ...,~.-'••-•~.-P. •• ~c. ·"'" ···1£~#=:--,3.,, ' •. • • '£5,0-'0i :· ... ,!l·a;w/i 16+00 17+00 .. i 6. ---+--- ··I---t-+ --- ''''illl' -l----f----1-·· ··-. • j I . . • • ... •-. t .• ' ---· ., -... ~LJ-.. = +F --1"1-cc-l-'-cJ-c···cc1··· CCC·"+, •• ±±=c!.=t=+c i-. ~---1--·1"·"' • --• . i .• ·ti ", : :-2P_ ./.:.c,·_,: C . .. i~. :l!" :,;+·,'--'• .. :...--'-H-c~==t=1= .. = .. t .. ==1 .. == ... r== .... 'fe .• $.. ,1::,:.....tc•+c..~ • ----...... · --.. ---. ; .. ..... .... .. . ..... ..... r ' ---' -· "· . ' ... , ·----.. ---- _·:... 1" ·:·: ···-f -_ _,_ . 3 --_:..:r__--·• --, ..... ~' ... J --·· -. ' ' • -'t:. .: '" . • ... , --,., ... .--,....... . " . -'"" - .... .I-- .,._,._ + 18+00 - + - ----+--- ---. ---,. . i : ... ,_J ........ ------• ' --.... . ;··' _,, ~1, ·..t_ -., .... +---- 11+00 @ CONSTRUCT 6' CHAIN LINK FENCE PER A.P.W.A. STD. 600-0-0C. ... .. -.. ' ------------· --. . . -. . ---. ' -__ ->J ...... , -·---' ----. ·-· .. ,., .. -... ,_ . ,q ..... ' . . --+ l ,~·.,.•····· ....... . -, --+ - l0+00 11+00 CONSTRUCTION ~!OTES @) @ @ @ @) @ ® qj) @ @ @ @ INSTALL 18" R.c.p. CD-LOAD PER PROFILE) INSTALL 30' R.c.p. <n-LOAD PER PROFILE) INSTALL (EXTRA COVER) 36" R.C.P. (D-LOAD PER PROFILE) INST All (EXTRA COVER) 42" R.C.P. (D-LOAD PER PROFILE) CONSTRUCT JUNCTION STRUCTURE TYPE I PER o.c.E.M,A, sTo. 1310 CONSTRUCT JUNCTION STRUCTURE TYPE 11 PER O,C,E,M,A, sTo. 1311 CONSTRUCT INLET TYPE 11 PER o.c,E.M,A, STD, 1302 CONSTRUCT INLET TYPE I PER o.c,E.M,A. STD, 1301 CONSTRUCT STRAIGHT HEADWALL PER DETAIL 2 REMOVE EXISTING HEADWALL , SHT. 102 CONSTRUCT INLET TYPE V PER C.C.E.M.A. STD. 1305. CONSTRUCT DEBRIS PROTECTION PER DETAIL 62 SHT. 105A, 1 1 /2 0 1 2 --- ADDED REFE~EHCE TD EHCRDACMMENT • ITIMS APPROVED A'i Rt OLINE N0.9. orlglnel drewlng PREPARED BY THE KEITH COMPANIES ..... ,., .. -CIIIL llltlllUIN •ll••O sunlll9' -I .. DK"'1 IIIIO!ll1tm• ·DIIIIIIIVCTHIII -· ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY TORM DRAIN IMPROVEMENT PLANS FOR LOWER LOOP ROAD fi21 "A-2" 4.6 18 0,013 0.0780 0.001'! 0.40 2.6 0.82 4.6 1-,..!:l-'=J:::;.,_+.,:.,;_;;;,+---f-+--+---t----+---t--_ _.., __ -+----1 J11.'VIS£t> CURVE ~A ri:;i 5 l a , 3 3 h KEV IS ED INV Elfr £L £'/. LINE •A• STA. 10•00 TO l7+99,45 t.@J "Aa2" 1.5 18 0.013 0.0560 0.0002. 0.2 , 0.4 , ili /22fll }ff,f,.~~£!1f;~,'!.j%, j14) "A-3" 63 18 0,013 0,0600 00036 050 3.6 097 52 HARKDATE DESCRIPTION PEPAREDUNOE ' ' ' • • SUP~VISION DF lj5' "A-4" 35.2 30 0.013 0.0B40 0.007+ 0.9'!> 1.1 2.:01 8.3 1REVISIONS · WI LIAM E l!;!l DESIGNED VM SCALE DATE □ DRA\111 ,,,. CHECK D 61"' AS SHOWN D1/G, SHEET lj 127 I l • J ' i I . • ,c· . . t-. -t---➔ ---·-·t.:....::; ~-t=R~-~':I~ .• IH-=ftl::~,F:f,¥cfcERc--·:t·-·::t=· ~~tt~ ~-~=¼ ' . -.. -• --""" .. ---' " - -+---,., . ----- 0 1 5 : 1 . t ·--. -. ..... ' '-f. tt £rrA'i4 Cl>V$ •• 18+00 DATA DELJA/BEARING RADIUS 08'05'03" 567.00 23°31'38" 567-00 N 12'04'41"W 567.QO 90,00 --. -, ..... 19f00 LEN,/OISJ, 80,00 232-83 28-09 31 a .12 J j 36,29 TANGENJ 40.07 1 1 8. 08 163.37 18-40 20+00· LICAN l,IILL P. ENCRDACIIMENTS SIJ[ET g OF 31-LATERAL "A-8" . -----,-- --. ' . -" . ---" -- ,---+- 21 +00 22+00 5'I _' 1= . " • --' ......... 231-90 PROF I LE 24 +oo PLAN 1 •-40• - HORIZ• 1 ••40' VERT• 1 ••B' •• • • I • ··i . _;_-,1··· =!' -+-----+-- . . ·r . - - + - ----·· ' . ·--· ,_,,. ' . - "&: -·-'.~.:l-.... : ... _. r:····· .. ---~::-t ... -~ • ---.----' i . +---. • ,.,. ··•. -·-..i. --···· ' - . . -----_ _j_ .: - - : . ..L. _ .. -__ - • ~ ... :.....- . • "· -_ .. --: .. :·T .... --,,!l.:~ -3 . 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CONSTRUCT INLET TYPE II PER Q.C,E,M-A, STD. 1302 CONSTRUCT WINGWALL STRUCTURE PER DETAIL 64 • SHT. 104 CONSTRUCT STRAIGHT HEADWALL PER DETAIL 2 CONSTRUCT 6° CHAIN LINK FENCE PER , SHT. 102 A.P.W.A. STD. 600-0-0C. 1/2 0 2 - - - - che, on original drawing PREPARED BY THE KEITH COMPANIES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY TORM DRAIN IMPROVEMENT PLANS FOR 16 "A-s" 2 • 24" 0 .01 3 _0586 _01 L 3 0 e+ , 5 A i4-91 Aooro R£FERENCETC 1---t:==:,--+--+--e_._'--+--+--+---+---g--+-'·-0_3+-'z_._+-_'·-+-· --Im !NCROACMMENTITEMS AllllPPRDVED AS REDLINE LOWER LOOP ROAD 17 "A -6" 10.9 18" 0.01 3 .0991 .0108 0.57 16.2 1.26 6.9 !I. I I> • ' l • .. I . • . t---- j---==· . . ,. .... ' ...... ' --•~:' i I ------r-: ,_ ------- - ' ~--+ __ I , :·" '" •• I +·· -.. • 'L .. .. -+ .. ------- -···.........:-:1 :...-=·- +---- ' .. ..;...... ,. "' --·-- . .. =>Ill I.I. . • • ii'! + += ..... •+ . .. ·~ • ..~[, • ·c-,~ ---'---~ :==r ' ............. ,-t ~ --+. . ➔---· . 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STD. 600-0-0C. @ CONSTRUCT UING SHT .104 ~ALL STRUCTURE PER DETAIL 64, PLACE RIP-RAP PER O.C.E.M.A. STD. 1809 CONSTRUCT INLET TYPE II PER O.C.E.M.A. STD. 1302 .. CONSTRUCT JUNCTION STRUCTURE TYPE 1U PER O.C.E.M.A. STD. NO. 1312. 1 1/2 0 2 --- tnchee on orlQlnel drewlng .., LIC. 141243 ::0 DR, 14 15782 Sheet 29 Of 177 "' 11 EXP . ..3-31-. • f ,-1)1\~ ,,A , ~ -:?' PREPARED BY THE KEITH COl1PANIES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY -A =4G~ ·e --=·~r- e .. s,-,z, ·o, • z.r- E'LEV /? = 44:?. 94 .- 1:i.EV.S = 442. 75:_:: ELEMENT LINE 025 D n S, Sr d n V0 TORM DRAIN IMPROVEMENT PLANS FOR Jm '1=• 12 3.0 s,• tl. tJ13 0.01$:JZ t2t7.3~ 1.9/ ZG:I ~-95 17.5 11·3·!1 REV, D·LDDD5 4 REV. INVERn QT M.M.AT l5 t B?. 'll LOVER LOOP ROAD LINE "E• STA. 17+4Cl.2I TO 28+43.19 ... .. • • • J • J • ' t J '¢ ilil"i:ET i o/¥ , • Ir \ l . -L • ' -+ . ' ' --. ----+ . ' -,- ... , -1 . -'" ' , .. -+-.I=-±=± ·-··w.J .. , • " ' • ---+ . -.. ! - ,±,,· ±. cc. -±cc-r .... '1 • ' f ---~ _--.. • -., ... T "' ..... +···· -,, __ +· ' ·+--.. ; :z --- " '1 • "· 28+00 29+00 - l --+ . --,.-_-. --t ----+-_:+---.:f_:_:_}, -1- t 'f + ,.-t: _j_ . - . - +----- -+-! ·t-------~-. . ----· -+ +- + -·. ' . --\\ \JI -- -. . ' -------..--- 30+00 • j . . ' --...... . --+ . - . + - -E -··· -··-,,,_ .. ,,, -" ---··· '-+------+ - .. . . ,_-_ -.. "" ' .. --- -_J • ~ + - --' - .,.-----:- 31+00 1, 32+00 33+0 - ,n _:£' ,r,,__.,-- ·• --• ' PROFILE HORIZ• 1 "•40' VERT• 1 •=e• ---: -l = --t .. . '""' . --------' 34+00 35+00 - - -_ -L--+-----+----, . -+ ... -_,___ __ ----t-:·::, r --,-- --··.r..::.----·-·-+- --+---- 36+00 I / -. t---.. ---t. -t t l .I - - • ·r ~-"" ---------: ' -... + -- ·+-----,...-- -.t= ,,,,_ ' ,., ...... , ' . +"-"' __ -t_- - . . - - + - t r --f--- -+ ---r --, . - -l-------=:=----.n ---~-- . --+ - . __ _1 _ ... _ II:)"._+--- ' ,-.: ;--. ..,., n·-. _ -•. ' +---- , " t. ----+- ! i: f ! l -r-,-, ~-+--rc---r-+-+-+-+-+-+-+-+-+-+-+-+--+--+- + -+ . ---+---f-' .: •• +-- I : . . LJ __ l_. _ _,__-~L__. -4--,---..... l _-_l_-!--+--'.,~-ll--;-l_ I Ll 11 -------,:.r ., • "' Cz_,- -~ I.O -. ' tr:i" "' . -..... . l .. , __ -· ·•··-· "-',t. .... j. - -----t: :-,: '''' .... . -; - -+-- --t -" - . ' f ,_ .. -• ... ' ,_,, ___ ... .. -'"±' ··---. --"'' .,. -~·--·-'-. ---. ,_ -. --.. . _,_ . ---· ,,_,,,_ .... ..... ___ ,__ -----.,, ___ ,,_ -----· ' __ ,__ '"""" -. _,,_ -.. ,,_ ,... . .... __ ; -----,---------0-----l-----." ---·-,. .. --+ --· - "" ,..._, . _ -CIJN · • ··· · -· 1J'll .. " ' ". ;-"" . 1-- ----+-'i . _ .. _ I_' ·--+--. . ' ' ---+-----+ 11•00 10+00 11+00 > ~ -.: .. t: ...... : .. L . -t-· -. - - - - . - -+-- I -.• • _t _ r l CONSTRUCTION ---"t ---- NOTES ® INSTALL 18" R.C.P. CD-LOAD PER PROFILE) ® INSTALL 24" R.C.P. CD-LOAD PER PROFILE) CONSTRUCT JUNCTION STRUCTURE TYPE I PER 0,C.E.M.A. STD. 1310 CONSTRUCT INLET TYPE II PER O.C.E.M.A. STD. 1302 INSTALL!EXTRA COVER) 24" R.C.P. ID-LOAD PER PROFILE! > DR, 14 15782 Sheet 30 Of 177 1 1/2 0 -- " ,.. · 58() ·_ .. ·• , '8-: •• ~ ,.: ••• ... , h~"r· i'""' ~~ / \ , ,----J~----:;:::-:=--:-::.:::-.5__70--..,.,..====~----:-::it-~---.:.·.,,;_,"'_,,-··_J --..: -· ,,-,·;.,. -~ '""'·~,-. ,. ;•vf . ·-·-... --. .I A~ ~~ o· , ) ~ _... . _,. -• --._ __/_.-. ··------/.~! !"!!-s-C___:_,"f t --/✓, . . • dy~~ D • L :i 0,. . /;\"" I ' ~-------• • •• • • "l1 ,rp . . . LIC. "61243 ~· -'"" -3·3(-~ "" lnchee on orlglnel drawing 0 0 ~. I. PREPARED BY '° . . o l .:> 1::Jo .. ~ ??"-~v -------; , ~~-, -...., ;✓ 0" --" {,-. ., " / /" " • •• ,:;;o~~ _or rt~,\I.\'"-"" ...,,_ ' . ~,.,. THE KEITH COl'IPAHIES .... ' -----... ,. .. --·---•• • ~ DA DELTA/BEARING RADIUS LEN./DIST. TANGENT LINE ''£'' 15'07'15" e32.oo 219.57 110, 43 37'38'52" 832 .00 546.69 283,62 N 68'15"34"E 25,88 N 13'35'40"11 26.34 N81'51'41"W 42,66 PLAN '·-0' ! --..:::~~--;_/ __ __JHjJY[fD~R~A11JUL~l!_!C~Dit_A1T A~--,-----.--J ELEMENT LINE a,. D n s. s, d • 1----'~=4=--+--'"E;;,_"-+-"3=0'-". '5'--l_2_4'--j' _o_._0_13-+-'o~.0~8~2~0-+-D_.0_1~8=2-=□-~"l=G-t-2=1~-'-+~l.8=1-+-~'D=.□-£ ll·l·S VE~. D· LDA05 ~ "E" ~□.'5 24" 0.013 0,0884 0.0182 D.'I+ 20.6 1.81 10.0 l---=[ij]=--+--="E:..."+-'=I.B=---+=-24.:.'~· _o_._0_13--+0'-',-'-0_66_8-+_o_.0_0_2_7+_o_.6_1 +-'-'15'-".3=-t_l.2_3--+_5'--',B-'--1 Lt 1-24, f~li8R~J~~~r~,EWs ~ "E" 11.8 24" 0.013 0,066B 0.0027 0.61 14.7 1.23 5,B Q'o"lDVED A5 REDLIN£ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY TORM DRAIN IMPROVEMENT PLANS FOR LO\JER LOOP ROAD LINE "E" STA. 28+43.19 TO 36+09,45 • --=~~-f-·_·E_-_4-+" _,a __ 1_+-IB_"-+-0_._0_1_3+-o~.0_0_9_8--+_D._0_□_"1_2-+_1._, _.,--+_5._1--+_l ._'2_2+-_b_. 5--1 1 'll/11 ~£,f',,~-r.'c"i ~':f:N_A • ..-~ LCC.dF sewe-11 LAr: ~ "E-5" 10, 1 18'" 0, 0 I 3 0.0545 D.0104 D f."I 6.8 1.25 b. 6 t.M::-A;;;RK;t;;-:DA:;TE;F='-;D-;;E::SC:;R:;';I P;';T~l o=•:"--f;p;;;R;;;EP"A:;;;RE«orrnuN"'D"'ERr,1-:';:,-t,1'--""""".,;,1lf-:,ff--;:S:::HE:::E:::T;--t t---=o=----at---+---+--t--0-.-0-1-3+-----+---t---r---t----t----F===R-E_Y_IS~l~O~N=S"--"=--ts~1j'.t151 ON JJF 20 □ DESIGNED L.B SCALE llATE DWG, NO, OF 0.013 J W 127 DRAWN " . -CHECKED AS SHOWN D f _.,. S;Dql~ E; ~ ,-,Pvog: 6009 ~3-S,_p-69 02,37 PM/ 3098-399 l • • • • l i L- : f· • l ' I • , • • • 1 : -.. -•-- 7 ---+--- '." _J ,. .. DELTA/BEARING 0 04°03'57" 2 30°00'00" J nv,, w r 11 ·,,-+, ,. , tr , , • t t -l - .:.:.1-: , • . . -.+ . .:.::t: • • ""i_ . '' -• " t DATA RADIUS 1646.00 90.00 ·.t . - V ·r-"" LEN./DIST .'• I 16. 95 47 .12 I .. ,--- -·• ----r-··---... . , • ..... -. -+-- 37+00 57 9'4•00 ,qi I TANGENT 5B.50 24 .12 ,,,.,..;:; _,. ·"jm" 37 , I I --•- J J I I - I 51 ~i • ~,., I I . . . : T--r --.... -L -----+----➔ -.t: _-• __ --_t-: 38+00 39+00 S7 \ \ "E'' • ---+---+ - a -----+-• I / cl t· •• --~- :t ::_:-·L·· ... ~. ·-· •. - , __ .,. ... 4 o+oo PROF I LE I PLAN HORIZ• 1"•40' VERT• 1 "•8' ... ~, RW---3 -·.:: . .,. ··_-+. . tr' 41+00 42+00 57 ... ' +--+·-+- .. ,-. ··· • --f.: i--r· • f_ -_ -r .. --.. -.. t ·-t .. . --+--~"--• •• - ' - + . " ---~-·-··-··--· , "" ·-· ---' ; .. , . . i ' ,,--·" • l t: .. ~ -I· -i i -.. '"" • l • I l . . + i f. • ·· ,,I.:=lc~,;..;__9L\,l'----.•,.4_Ll_t .£ ···• f j · +'-+-f __,j_ .• _.•· __ f _ .. _.J,=.cc.c...ccl-C..+_.~.L+-'·~;c.• _· .l-C..L-'===cc· ·+j ..c.Jlc_·_cL '., --+ ....... .:.. •· J • • , , -~~_rot1· • -: ' •• • • l ' -'-llGL; ~-~-+ . ..=::j:=:J=::;c=:r:::+J.,;-, •-+-+ . . fl+ ....... I. l -,,,_~_•_·_·f.-_._l'c-····±· cc..J:.==t= ___ ~t·~ __ ~_F+--~-~-+-4--'!'l.,.;..~-"'t ~ • ___ :-:1-··.::1:---1-, -- 1 .HGL •• "" -+ •· '' • ·-+ t ----+ - -- - - T _-·--··:··· t'-,_ ..... .t· .•• 4· . --.,. . ..... "--·' I ·!=•---.. _ lO=J:34 __ e_.,.;._Jc--· _*· +ccJ=.*"'±1-==.._t,"". =·"'·. t++_:...: .. i:.,,:::._ --~---!!:.+ --1--. _,_ __ _ 43+00 ·-+-· ------~ T , . .._,_ == -------j_ -~; ...... ~ -l 44+00 ---.. ,, .·= • 1=· {"'> F= ' .. ----:-----+. . ·, - _""'t ----t-. + ,., -,. ""\" ' ·" -t HYDRAULIC DATA --. t ' ' ELEMENT LINE o,. D n S, s, d n V0 d 0 V0 @j "c" II.I 2,1.· 0.013 <1.t/6,tJtJ OtJtJZ7 o,,:;3. /.I./ t.23 S.i' • . .• ~"4": . -t--· -l-- ·- f-:. EXIST: • li'C. , --. +---·-+·-- .. ,- $!WCU1c 5.5 l.,F t;,= St# 11+00 :.:,c :,:1,·: Ir. G,di..1" RS • '·· c, CONSTRUCTION NOTES (0 ® INSTALL 24" R.C.P. CD-LOAD PER PROFILE] CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E,M.A, STD. 1310 STD. 1333 CONSTRUCT DEBRIS PROTECTION PER DETAIL 62 SHT. 105A, CONSTRUCT WING WALL STRUCTURE PER DETAIL 64 SHT.104 • CONSTRUCT 6' CHAIN LINK FENCE PER A.P.W.A. STD. 600-0-0C, D!i., 14 15782 Sheet 31 of 177 0 • 1 2 --- on orlglnal drawing PREPARED BY THE KEITH C011f'ANIES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY TORM DRAIN lMPROVE~IENT PLANS FOR LO\JER LOOP ROAD LINE "E" STA. 36+09.4e TO 44+11.63 .. • • J ' I • -t-.. ---. ----. . . -. - ' ' ·--- l • I .t ---! - • ' - 1--++-i6 -' ., ---. -.. -+ I J ... . t= ----- - - -• -·- -----· ----·. - ' + . I i .I 1 . f 1---• . ---. t• ----+ - -_-:j_ --t ' 'i- ·-+--· • 1-••• -•T --F 1 -..-I .... --1 +-. L++.-;,--.r.;., 1'.._'"'t7:tS';::.ir/t~~S:Y- -..t.· -. --. --·· ... t-•• -. .i.....:~- 13+00 _, --:t· ,.. - l-- 14+00 18. 51 ----+·-· 15+oo PROFILE 02•14·12· N74•27'00"E Nse•1e·4e"w • 42•45•4e" j ---.;____ I • PLAN us 602.00 22.50 LE ST 23,50 37.99 29.09 16.79 -... . .. -. - TANGENT 11.75 8.81 -1=··1 .. "' --· .. , .. , '""'" ,. -· ., . . ., __._ __ _ ··-····-~ -•+., --.-.,.-- +-----· ,.:t .. ,-.b , ~ --. --, -+-+-•'~2s ; -=I----• • -·--, -+- I - • +- (5 -+ ' +---' -··---<· + -1=--,1- -.. t !0+00 -=r :-r----:-~ . . . llG CONSTRUCTION -1--l - lltOO NOTES IROF 1 LEl 51 INSTALL 24" R.C,P, CD-LOAD PER PROFILE> • ---r.· ... . -·-"" ·-·--· , ___ ,, '" """'" . ·-..... ..... ' ····--"'" - & @ CONSTRUCT JUNCTION STRUCTURE TYPE I PER o.c.E.M,A- 1 ---::::--S..;.T::..D.:.,-.,;;.1 3~1:.;0;;._.,.--......_..-=-v--...._.,---.....,....--.._,.-,_, ---, @ CONSTRUCT INLET TYPE II PER o.c.E,M,A,,STD, 1302 61 CON ST RU C T RE I NF ORCE D CO. 1'1'R'i'Tci::;i7"i7:a--=rr'ro'r,7:,oE':, -;:;M✓. A• , STD, 1317 @ CONSTRUCT STRAIGHT HEADWALL PER DETAIL 2 , SHT .102 l......,.;~;UCT ~EBR~TECT~N PE;DETAir°"62sFf~ ~ CONSTRUCT 6' CHAIN LINK FENCE PER A.P.W.A. STD. 600-0-0C, 1 1/2 DR, 14 15782 Sheet 32 of 177 0 1 2 ---- lnchee on orlglnel dr1w1n11 PREPARED 9Y THE KEITH COMPANIES --""' •ta -• 1111, -.,,..,_ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ll·l·9l ADDED CDNCRETE lDLLAR TORM DRAIN IMPROVEMENT PLANS FOR 1 rs1 "F" 33J 24" O . O 1 3 0.0290 .0214 1 43 141 190 111 1~-!l ADDED AITEIIENCE TD L2,:::, ~ • • ' ' • ENCROACHMENT ITEMS l----'1=1=!--+-.-.F-.. -+-3-3-.1-f-2-4-.. -+-o-.-o-,-3+-o-.o-G_4_0-+--.o-2-14-+-1-.o-9-,--,4-J-+-l-90-+--11.-, -• AgPf DVED AS REDLINE LOWER 1---..I =e=-l-+-_"F_"-+-1_.s_+-1_e·-t--o_. _o _1 3-t-_o_._1e_57_-t--_._o_o5_2-+_o.4 _1-+_1s_.4--t_1.0_7_r-4_.2--t ?"' 't,,_~~r57;,J.,"j~,~ .£. '0 "' rf?l,&,,fg,f.,,;g~'J.f,_ NARK DAlE DESCRIPllON PREPARE UNDER SUPERY I SI ON OF □ REVISIONS DESIGNED .. DRAWN IJf;P l LOOP ROAD LINE "F" NO- . . . . . . SHEET 22 Of 127 } • • ' l • CURV DELTA RADIUS <P LENGTH TANGENT , 45•21_·0_0_·_+-_5_5_o_._oo_+J0'--'-'J~5~·~J~J-+-=2~2~9~.~79::_--1 1--'o>E• -+--_-=12--5•2s·oo· 500.00 1210.0~· .1125.34 • 45•21 ·oo• ,.592,00 468,57 • 125'28'00' 548,00 1200.01 1063.25 45•21·00· 508,00 212,24 125•20·00· 1340.16 1107.4 16 '44'2D' 8,00 23 ,14 • r· ' . • :l ! ~ I ; \ tt i \ ;,, :a, ,,. T I -._41, -"i1 t ,., • uu ""'' • "· . --··-·· --·.-,---·-·-----·---------~!,!·-: : : .• ---_; _: .N : - £/:JMESTIC WAT< t)'(OTH£/l'S LOCAL DEPRESSION DETAIL C RVE DATA DELTA RADIUS LENGTH TANGENT 16°04'42' 557,00 1 56, J2 78,68 13 413,JI 217,67 ,. 22'17'16' 567,00 220,56 111-69 10 125'28'00" 573. 00 1254.76 Ill t.71, '-+--'-=:.;;_::,=-.::.c;._-4_.:..:...::.....:..:_-+_::::::...;:.c...:._-1-...:.:.:;:;;:..::c....--1 1 125'28'00' 587. 00 /285 Ai! I 138.92 fy HORIZ• VERT• .. .. PLAN I ••◄O' . . ....... u "' L \J ' 19 '. ,LOCAL DEPRE~SION DETAIL N.T.s. 19' LOCAL DEPRESSION DETAIL N. T.8. -- ' __ ,_--, CONSTRUCT 1'-6" CONC. MOW STRIP PER DETAIL ON SHEET 2 7 CONSTRUCT SURVEY MONUMENT TYPE "A." PER O,C.E.M.A. STD. PLAN NO. 1405 OVERLAY TO MAKE SMOOTH TRANSITION SEE SHT. 127. TRANSITION CURB I GUTTER G"'-8'" CONSTRUCT SURVEY MONUMENT TYPE "B" PER O.C.E.M.A. STD. PLAN NO. 1406 SAWCUT EXIST. A.C. 2' -0" FROM EXIST. A.C. DIKE ANP REMOVE. JOIN TO SATIFACTION OF ENGINEEP INSTALL 6" P.V.C. (SCHEDULE 40) IRRIGATION SLEEVE WITH PULLROPE 5 0 0 ·v - - - - -Q -~----=-----~ . --~---,-... - 0 C\J 0 . +o -~ ::;: -s~R i.i.___-----=:: • • ••• , -----~ ---Oz N 17 2 8 • 90'00'00" --:::::::::------------• r- <( w 29 --=-== ----1 r-L,J (I) :r: IJJ (/) z ' -------::; tti - - --.1 J: (/) u I- <( ~ URN PATA RADIUS LENGTt1 ANGENT 35.00 54 8 3500 54 98 35.00 ... "' --... ... -.. -... C, "' .... ti . .,. . . ' ' ' . . . . ... ... i -- ' ' CONSTRUCTION NOTES CONSTRUCT OVER CONSTRUCT •A2-5• PER A,P.W,A. TYPE CURB STD . 1 0 4-0 -OC CONSTRUCT •A1-5• PER A,P.W,A STD. CONSTRUCT TYPE CURB 104-0-0C A.B. AND GUTTER LOCAL DEPRESSION STD, 1308 PER o.c.E.M,A. •L• PER PLAN CONSTRUCT 7'-6'" WIDE SIDEWALK STD. 1205 PER 0.C.E.M.A. CONSTRUCT ACCESS RAMP TYPE "A" PER A.P.W.A. STD. 102-0-0C LANDSCAPE MEDIAN TYPICAL SECTION PER 0.C.E.!'1.A. STD. 1114 CONSTRUCT MEDIAN FLARE PER A.P.W.A. STD. 109-0-0C 1)11.. 14 15782 &beet 33 of 177 ORANGE COUNTY ENVIRONMENlAL MANAGEMENT • • STREET IMPROVEMENT PLANS FOR g & ll·l-,! REV. "£DIAN VERT. , ADDED "EDiAN FLAR£.t. "£DIAN TRAN51llDN PRDflLE5 . LOOP ROAD ♦ 0 -• < ... "' • .. • _, • _, -• ... "' - ! • . -I i --: --i ' i ! +---, 0 f-0, 0 0 • + -o "' · -'-+---i 300 + . ' -ocn---r·---r NN T ' -i I I L ' 20+00 ' ; . • • ' ' -----. ' tt,":> ,<,. ~O· . ~""'~ I r.l q.· .£ ~~ ~(<) f\• \: "' \j " . . "' • CURVE DATA DELTA RADIUS LENGTH TANGENT 125'28'00" 580, 00 1270,09 U25.34' 125'28'00" 57J • 00 1254.76 I IJ 1:75 125•20·00" 5~7. oo 1205.42 1138.92 ~-+------,,------+--~---t 125'28'00" 5~8, 00 1200.01 1063.25 125•20·00.,,." -;---s-1-2 .-o-o--i--13_4_0 __ 16--+-·-ue-1-.4-2--t Oln O• • "' -"' ' ' I_OCAL - OW) 0• ·-.., N N n DEPRESSION N.J.S. STW:M OtrAlff Liff£ 'A' Sf[ SHEET /!S ----------- 19' DETAIL f(£CLAIM£0 WATEX Y OTHEtrS --/XJME:!TIC WATEif IJYOTHE!r5 ._ _________________ .._ ____________ ,. _____________________________________ -'='"""" ------····•-·----""--"""' .. ,. •"" •. -~ • ,, J I J TOP OF CURB t.EFT SIDE -- 0;;; It) • + -It) ... "' ,., HORIZ• VERT• PLAN ---- LOCAL ... • 00 . 0 . +O 00 "' ·"'"' '-"·I• lot.el,• .,.,!,.~I • l'ff"A, f."I i1t,.,o • If,-•6.00Y. lft••3.(l()1' "' . . "' OHO "' ,., 0~ al~ • O<O ,.,,., CONSTRUCT SURVEY MONUMENT TYPE"f3" PER O.C.E.M.A. STD. PLAN NO. 1406. DEPRESSION DETAIL 1 •-40• ~-----------;DR. l'f • -i: Ill -370 I i . -' ' ' ;. i I i ~,-, -,--,- I , CONSTRUCTION NOTES ..... "" CONSTRUCT A,C. OVER A,B, CONSTRUCT •A2-s• TYPE CURB STD, 104-0-0C AND GUTTER PER A,P,W,A, CONSTRUCT •A1-s• PER A,P.W,A STD, TYPE CURB 104-0-0C CONSTRUCT LOCAL PER o.c.E.M,A, DEPRESSION STD. 1308 •L • PER CONSTRUCT 7'-6 .. WIDE SiDEWALK PER O.C.E.M.A. STD. 1205 PLAN LANDSCAPE MEDIAN TYPICAL SECTION PER O.C.E.M.A. STD. 1114 CONSTRUCT 1'·6" CONC. MOW STRIP PER DETAIL ON SHEET 27 1/2 0 2 Inches on orlglnel , drl!lwlng DR. 14 15782 Sheet 34 of 177 PREPARED SY ORANGE COUNTY ENVIRONMENTAL MANAGEMENT 1----------------------: l • ., STREET ♦ IMPRCVEMENT PLANS FOR g LOWER LOOP ROAD STA,20+00,00 TO STA,30+54,12 I 0 0 • 0 0 I~ ... "' -• ... "' • ' - 0 1 ' 12 J • • I 1 • • , 11ll --I ' .... ;. ,. ' ' . • • ' • ' 1 -. i ' ' 1 I : I - I : 370 "' -. "' ... "' on • ♦ 00 Ou> -,., .., , /9' .. """ .... + a, O<O .., "' II) 00> 0• ♦ a, -"' .., I') CURVE DATA DELTA RADIUS LENGTH 06"51'00" 5100.00 ' 609.73 02•59•30• 5132,00 267.96 ....... 06'51'00" 5068.00 605. 91 --03' 04' 40 • ·-5107,00 274.33 I 01'10'41" 5103.00 1 0,1, 92 ' , . 0•2J 1 4J• 5093,00 35,14 1ao•oo·oo· 2 . 00 G. 28 02'36'58" 5132,00 234,33 j ' f''i-1, ae,~. • •1~-" '1TA-t "It 1~ //Q • lf1• 16oo:( Kt• -J.001' .. .., O> "' . ♦ a, -"' ,.., .., 0~' on • ' ♦ a, -"' ,., .., -- O> II)., .... ♦ 00 -"' ,.., "' DOMESTIC WATE:K llY OTH£tr5 . TA~GENT 0 305.23 [11 134.01 @ 303.31 137. 20 I 52,46 !~ 17, 57 117,18 I ' .. 'ON O• ♦ (X) • ~~ '. KEClA/MWlt.i "' o ... O• ♦N .. "' .., "' \ ' ,., ..;l3;;;.;Y..;O;.;Ti.;.;t;;::'EK5.:.c_ ___ __,..,_ _____ '-_.;;:;GA,;;;_ 5;..::, !BY_ Of!!,_:flf5 ___ ..4...,1 a,,ss.50-£1'10 CDNC. • IWWS If" CURVE DATA DELTA RADIUS LENGTH 02•39•57• 5107.00 237.62 01• 2r oe· 5093.00 120. 21 166'19'20" 4. 00 14.51 ' . ----- - -- TANGENT • 118-83 60.1 41.69 ~ - "' • 0'- 0 • + a, ., "' .., "' -• HORIZ• VERT• I I I I PLAN 1 •-,40• ' d. ii TOP OF CURB LEFT SIDE co 0 ... 0• + ,., ... ., --nn·--· ·······--- -. w~ -"-Ot:I¾ TOP OF CURB , AT MEDIAN -LEFT SIDE 37+00 I .,., .... ' - 000 O• +O .,., ,,,.., 38+00 I N "'N N• ♦O ro., I').., It) • ♦ "' 00., I').., F,11-I. 1::lhl-• 'lo4-( -~I 6'f .... ,i.:,41i;.= K1•-J.IJO% ff1•1l00-t. <J IQ "' 00 O• + "' "'"' "' I') ow: 00 ;- ♦ • "' "' "' ... ,.., . --t . - ·--J__ ' I 39+00 0, If) 0, "' . ♦ a, m., ,.., "' 1/) 0, -"' "' ♦ • a,o, ,.., ... ,.., 000 ., . + 0, "'.., "'"' 0~ "' "' + • moo ,.., ..,. ..,. If) 00 .... ♦ a, "' ..,. "' ,., ., .., -... "' + • "' CX) ,.., ... ,., CX) 00> O• + CX) Ov .,. "' - OCO: oa, + • 000 ... ... ,., ' ----1-- 40+00 350 350 1'1 350 M .. ---' 350 • j • ,• ' -. ---, • r----~-•-•--· ' ' •-----,.._ -' ' .. l. ------·---; -_,;__ __ i ___ j ____ _; __ - : t i ----r--l • -: -t I ' ' ' -, -------, .... ----►---;-----~--i------1--;--·- : : ! I I ·-• ---:--;--· ·!· ---t·· . ' ' ' ... ' ... . ... . --. . . i 1 f i ---~ ---.; ---t----l -l --; __ _J __ I -----:--~--+~ ••>•---~-------·--·-' ' , ___ j_ __ : __ .. _ ' ' ' I • ·----,----~--t -; 1 -.l_ J ___ .i. • __ ,t __ i l : ! ' -' t ' ' ' • • • I < ' l .. ;-·····7_--···1··-T-----t --t-- ' .. , t ' ' -t -T -- I LANDSCAPED MEDIAN TYPICAL SECTION PER O.C.E.M.A. STD. 1114 CONSTRUCTION NOTES 19' . 0 ' ... l " ~ ... . ~ < < ... .... "' "'~ . . . "' •-... "' "' ' 10 ,l I IZ I- CONSTRUCT l'-6" CONCRETE MOW '2Q\ STRIP PER DETAIL ON SHT. 27 eJ _CONSTRUCT SURVEY MONUMENT @ TYPE '"A" PER 0.C.E.M.A. STD. 1405 (;;;\ CONSTRUCT SURVEY MONUMENT ~ TYPE 11B" PER O.C.E.M.A. STD. 1406 LOCAL DEPRESSION DETAIL C\ CONSTRUCT BARRICADE a DEAD ~ END SIGNING Pl::R O,C.E.M.A. STD. 1401 -@" CONSTRUCT HANDSCAPE PER ~ "'O.C.E M.A. STD. I 807. ~ ?~ 0 ~ ~~ 0 i1~ ~~ ~ d • • • :. ,:--::-,..----...:2:13 -~ ~ 00 , G N.ts. :!/{j-,. .50 00 p • "' . "?. C. CONSTRUCT OVER CONSTRUCT •A2-6• TYPE CURB PER A,P,W,A. STD, 104-0-0C AND GUTTER CONSTRUCT •A1-6• PER A,P.W.A STD, TYPE CURB 1 04-0-0C CONSTRUCT LOCAL DEPRESSION PER O,C,E,M,A. STD, 1308 •L• PER PLAN CONSTRUCT 7'-6" WIDE SIDEWALK PER 0.C.E.M.A . STD. 1205 _ CONSTRUCT ACCESS RAMP TYPE "A" PER A.P.W A STD. 102-0-0C ' • CONSTRUCT. MEDIAN FLARE PER A.P.W.A. STD. 109-0-0C 28 _ CONSTRUCT MEDIAN TAPER PER A.P.W.A. STD. 108-0-0C !1!1'14-,i,5 l3E6itt mr.·c~!':=M"'t:=o~,-'-~N 19' -\-... ' . ... j "' ~ ~i i <~ . •. .. < ~ . im -... .. ... < .. < . < .. ""~ "' p ... ·"' ... "' ... . "' " "' "' ~ ... ... . "' "' . ..... . ... ... . ... ., "'"' ., 54•os•oo•w ' Ft. (," C.F. I'\ CONSTRUCT P.M.H. RETAINING WALL PER DETAIL 90 SHT. 100.1 1/2 0 2 Inches on orlglnol drew Ing DR. 14 15782 Sheet 35 of 177 '~ ,------------------0 PREPARED Bl THE KEITH C01'1PANIES ...__l_ ·Clflt UlllUIIIN ·dl:Hl'~CIIM •l .. otC""' """""''-·tUCI """HllN •l,,. .... I IIIK 11111 _, , . • "' : "' i '° ,o 1: 10 -------------0 ORANGE COUNTY j0 ENVIRONMENTAL MANAGEMENT AGENCY~ • I STREET IMPROVEMENT PLANS FORI~ I + ·O ' l'l LOWER LOOP ROAD I< ... LOCAL DEPRESSION DETAIL ; t/1 I • N. T, S. CUR RETURN DATA STA,30•54,12 TO STA,40+00,00 "' • V DELTA RADIUS LENGTH TANGENT ® 89'22'44"' 35.00 54.60' 34.62. I Qi 89'22'44" 35,(;0 54.60' 34,62 ( J • -\"\ s?fL •P• ST • I • 1 • I I} • ' • Y1 ! ; • I J • ' . 1- 1 • I 1 ' -' L I . i ! i -! -l. ' ' • 1 ' ' f"(//(7/C/N 0,: ~· 1/'C. PI• J-,l!. $/ ~ -,I)• T$. 1)/J R; •·4.DO~ ~ I "'2.::t,,i; , / ... L. i I l'OK1!0M IJFtiOO'V:C. ·- ~V. l EJ.i'I. .346. If • 350M ~ ' ' ---- ) - - - I 1 :---1 -t i -------1 ----1 ~ ~--'~• -t--'---~ 3 50 -"-I - i • ' i I : : I ; , l I t • ' ; ! I I ' ' I ' I I I 1) 2 J • ,5 I I el I , --' I .,_ -. -· ... , .. • • CURVE DELTA RADIUS 50°43 'oo" 610,00 41'42'44" 642,00 50'43'00" 578,00 41'55'05" 617,00 36' 23' 27" 603,00 -- 166·39'36" 4.00 -• ' --! ' •- • I DATA LENGTH 539. 95 467. 39 511,63 451 , 40 382. 99 14,54 l TANGENT 289, II 244,59 ~73,94 236,34 198, 20 42.76 1 l .. , .. ti••·~•~·•~•'-··-~·~-·~ .... ~.~-----➔<>-•-"'··--·---·-·-·,, ______ .. __ , _ __.. __ ,.,,..,.. .. ,.,"'""'""'......._,,, .... ··--"'·""--•'--·-·,., .... ,.,,_. ___ ,,,,._,.,. __ " ........ , ,,,<-.,,, ,,, ..• , .. ~-'"' "~--·----··'' ,_,, .. -- .. •. '•: 0 (OJ @) IU) {l~ _()) Q_j ® 12 -- . . . . .. • . "' 00 . "' . . . "' ,,' ('\J lf) ,...., 2 ---- "lll57tJE/irP.e.lllflc i!l~8·Z~ -- , $eE .fl,'£ei 'Cj •• ' ~ --- - --·-" - ll'l iii~' ~ t i " I .. t :t ~ I . ~ t ! ~ • ~ . \j .. ~ " \j: I<. ~ . " !o ~ f ,. ~ ~ Ii ! " • k " ~ • I) ~ ·!II--· • '1 "' 'tq ~-t ,: ~ ~ . !!! 'Ii . 'll I;) ~ i "i ~ .. ~Ii~~ ~Ii :i .; ~ ~ ~ k':-i k >i "' ., =l i.; \j "i ' k i t1' • "l I l ,. "' I "-I LOCAL DEPRESSION ' DETAIL CURVE DATA DELTA RADIUS LENGTH TANGENT 190•00·00• 2.00 a,.t/J 85'15' 19"' 35,00 52,08 32,22 85'44'25" 35.00 52,38 32,49 -46•0l'OO• 670,00 538, 11 284, 51 46'01'00" 638,00 51?.,40 270,92 45•01·00· 702,00 563, 81 298, I 0 . 46'01'00° 663,00 532,48 --281 , 54 45•01·00· 677,00 543,73 -287,◄9 0 O• • a) "'"' ... . "' II'> N • ♦O '"" ... ., 0"' "' . ♦-..,"' ... "' u > "' """ ..... '" ON o, '"' ON 0• +N "' ... TOP OF CURB LEFT SIDE "' o .... "' . ♦N ., a) ... ., "' 0 "' ON 0 • . "' ... "' ... .., "' ON 0• . "' "' "' ... I"') "' ON "' ON 0 • +0 O>Q ...... 1,00· vc. "' . ♦ mo ...... 0~ "' . - "' .... + "' 0,0 0~ O• • <D-00 1/) ... --. • 410 000 "' . ♦- ,., . "' "' .., ... + "' ..-w ... "' ON 0 • . "' "' .... ... .., "' . ♦N O• . "' ex, .,, !i:,i,:,:~10 .A-1--'I _;, o ...... """ ... "' i • "' a) .., ... "' ---+---·~ ---------~----,-------!_ ltio.i .. '"' _ 380 __ ---•TOP OF CURB•-_ -__ • 0~ -_ 390 - 'JD ' -- "' . + "' ... "' ... HORIZ• 'VERT• I "=40' I "=B' 'l.O ,llc1MBTI C IYATEA! (\ 21 . 'i \j "i "i ~ I --------LOCAi_ DEPRESSION N7-S ..._ PLAN . I 1 •-40• , I ' • ~" 0 00 • AT MEDIAN -LEFT SIDE ,:~':;a,·. to • +0 .... "' ... ., - " ::: "' ... , ... ., 380M- 1 L • i RECL.IIIMeP WATE,e 4Y OTNE y ... i I DETAIL . , "' 000 0 • . "' "-"' --. ..,. I"') "' 01"') __ j In• ♦O ·-. - '(';;,' -i;..--"' 000 0 • _ ., ; _ _ I i:;'l!!:i-1 TJC AL---I! ':, m 1 ~je,,AJ----;I> + o .,, 0 ...... . 390M ♦ • .... "' ... "' 390M'""7 400M- l~aA OU> 000 + • lJ ® (i) I J 390 -----: -------- • OUl ON + • !X) I"') •rm I"') OU> "' I"') • • 00 ... ... 0) I"') 0)0 --·1 •o ... • ' ---J • • • --j • ! + • ; 0>0-.., 0 .., • i I __ , 49+00 LANDSCAPE MEDIAN TYPICAL SECTION PER O.C.E.M.A. STD. 1114 CONSTRUCT l'-6" CONG, MOW STRIP PER DET All ON SHEET 27 CONSTRUCT SURVEY MONUMENT TYPE "A" PER O.C.E.M.A. STD, PLAN N0.1405 Q CONSTRUCT SURVEY MONUMENT TYPE 11 B11 ~ PER O.C.E.M.A. STD. PLAN NO. 1406 @ CONSTRUCT LOCAL DEf.RESSION PER O.C.E.M.A. STD. 1308"L PER PLAN @coNSTRUCT BARRICADE AND DEAD END __ SIGNING PER O.C.E.M:A. STD. 1401 CONSTRUCT HARDSCAPE PER O.C.E.M.A. STD, 1807. -- '. --- -- 4 CURB RETURN DATA DELTA RADIUS LENGTH TANGENT 85'15'19" 35,00 52.08' 32.22 85'44'25" 35,00 52,3e• 32,49 • ...... 41 OM -410M ' --' l I i j I 1 t ---t·· ' I I ' j - • ' .. ; . . -I ' . -+-- ' ' . . ' . :·---• ·-,----: --:···· i : .. --~----;·--+---; --+·-- : - - • . J_. . "-.. _ _. I r--> • • t -r I ---t . _J. : + ·--i I . . ' • • ' • + • . _J_ --. l-. --;- , : I . . -----j. -.... ., • . PYI £L£Y.•.f,Z3.0/ . sr4. oz -,.z1, lf1••7.00'/, K,,-a.r;o•; 1 -i • j -- ' ' j-r i-t·-l • • ! I • ' -I ------ 5o+ OO l • ' ' i i ' ) ' ' i ' i t 1 I :·:-1-11-, j-1 [ ···--·•-·-----·--: ----~-1 ___ ! __ : : ___ L ___ l ___ : __ L CONSTRUCTION NOTES @ @ CONSTRUCT A,C. OVER CONSTRUCT "A2-6• PER A,P,W,A. TYPE CURB STD. 104-0-0C CONSTRUCT •At-6• PER A,P,W.A STD, TYPE CURB 104-0-0C A.B. AND GUTTER CONSTRUCT PARKW.IIY CULVERT TYPE "A" PER O.C,E.M.A. STD. 1309 CONSTRUCT 7'-6" WIDE SIDEWALK PER 0.C.E.M.A . STD. 1205 CONSTRUCT ACCESS RAMP TYPE "A" PER A.P.W.A. STD. 102-Q-OC CONSTRUCT MEDIAN FLARE PER A.P.W.A. STD. 109-0-0C 1/2 a 2 lnchee on orlglnal drawing DR, 14 15782 Sheet 36 of 177 PREPARED Bf rr====n THE KEITH COMPANIES I 1a I .,; M MIP eTllrl -~ a_, II, •.... IU4UO'-='---------------~ ORANGE COUNTY lo £ 11-l·I! IIDOED DRIVEWAY J ENVIRONMENTAL MANAGEMENT AGENCY 1 ~ 0 STREET IMPROVEMENT PLANS FORI! LOWER LOOP ROAD STA,40•00,00 TO STA,50+00,00 ., I 0 0 • C 0 + I' ~ ·c , ... I Ill • J . - I r J V to : o .... 410-';.;; .: 00 l ., ... .., .,,_ N • • 00 00 "' .. ~ _j j , I i "'~ r , di I • ('I •· 041'\; ♦CO '0 • ' . .... 00 "' ... 410-t>o ,--.•.. ,LI)..,. '• • I I I l ' ' ' i t ! 1 T I ' 410:.;_:-! • i. ---i. -----------•· . ,---· -----+- a, on "' . . "' 00: "' ... N .,., ..... ♦O o-., ... ., "' ..... ♦-o-., ... -' --! ' "' 0"' 0• ·---IO,._ 0~' 0 • : ; -t N --"' ... T 00 "' .... N • ♦N I I -!----f ✓-- "' ON "' . . .., LO • 1 --"' ... CURVE DATA r 1 DELTA RADIUS t--;s.·-t---4-6,..'0,...,..,1'~0~0~.-r---670.00 ! .. I /i, t oo,w➔M<-«tworm rro :m,,,.,,.,,,.iO◄Oll>S'<••U,; •· n ,_,...,.,- 45•01·00· 663,00 45•01·00· 638,00 45•01·00· 677,00 46'01'00" 702,00 • LENGTH 538-11 532.48 512,40 543,73 563,81 ' J . . , . TANGENT 284.51 281 , 54 270,92 287,49 29R, 10 "' I/}"' .... . . ,.., I/} ... ... I/} In ..... ♦ ... --., ... ti • • I I f "' I/} 0 N • . "' N-,n .... 10 ~.. II) 1 0-' N • ·0• +II) +v, N.- N.-Lf) 'V "' ... I .-, • ' ' ' ' I .. l -• -T i -• ~(l(l. v.c. "' ., "' .... . • I/} N-II> ... . .... ·• oco O• + "' ' I'> -IO_,. .,,lg,: N • ♦ "' .., -"' ... 0 000 II) • + "' "' -IO ... 53•3~.~I "'~ ..... + "' ..,_ ., ... i i I i i ' -IIS8 7' ' ' • 0~ O• + I/} .... -II) ... ' 600'-lc.! P~ ~ -,z,.&1 I! 5z,-i!s-, ti) "' ..... ♦ "' N -., ... 34 - lft•--'-~'f. :,...: .,:~- .. ,,, ::: .... . . "' .., -II) ... .... o ... 0• • II) ,.._ II) ... .., II) "' N • .... ..,._ II) .... f't'I-L _..J.... _ _,__ II) in ~ (\J • 00 i + lO tO • ... . IO ,a ' ..,. .... + In &()..,.. ..,._ • II) ... ..... + ... ... -IO ... -----,·-; ·----, _________ ~- II) 00 0• +.., Lf).-... II) ... j . I : a "' "' •N It}.-N+ -l(Jfll:l',.j _____ ll) .. I/} I : l + i ,--4 • ' ! i HORIZ• I "=40' VERT, 1 ·=s· •' ---- 0"' O• . "' "'0 II) ... -"" o-0 • -.. + 0 ----., _ "' ... I • ; • j , I -.. j t .t. _ .. L. .. _L ' --·--I ••• ·: .t'EC✓AIA-fl:0 IYATE~ : i ' 00> 0• ♦ II) .... 0 "' ... ------T- l --l -- 0 Ii) 0• : + to .... 0 II) ... ' i --o-- • 011) ' TOP OF CURB. LEFT SIDE 0 'II. ~"' !,< ij "'~ ~ , on " 0 • Ir\ + N ,._ WO ... . TOP OF. CURB ... AT MEDIAN -~ LEFT SIDE lit 'I:\" ' . =-i '. : ~~'t g~ ~ + N ,, 000 . ... • \j ~ •• . . . ; . 0 .... O• • 00 ma> "' .., 01'? 0 • + C> C,HJ> l{)n l"AYEMEffT WIDTH TO THI$ POINT . " -o-0• . "' 00> WI'> 0;::: O• + "' 00> (DI') 0 oS: + • QU, <D "' I'> o-o- + 1 • au, "' "' .n I 60+00 . i ' I ' . --____ ,. _______ ~--~------~-------.. ♦--------~ • . . ' ' • ' ' : l ; .. -t I . . ___ .,. - ' ' . ' ' _400 l --r --: -----.---i. --• ' : i t '. · ---1 i -t : -·t - i --i .. ·1 . ' t---j ---1---·1 I l I -390M ' • l ' ' i --! • ' ' T l • . ·I : , -390M _400• ' !·. ---. t .;.. .. I I i -! I .L CONSTRUCTION NOTES CONSTRUCT A,C. OVER ' ;-' ., . i .. .L .. ! . CONSTRUCT •A2-5• TYPE CURB STD, 104-0-0C AND GUTTER PER A.P.W.A, CONSTRUCT •A1-5• TYPE CURB PER A. P . W. A STD . 1 0 4-0-0C CONSTRUCT SURVEY MONUM.ENT TYPE" B" PER 0.C.E.M.A. STD.1406 CONSTRUCT 7'-6" WIDE SIDEWALK PER O.C.E.M.A. STD. 1205 LANDSCAPE MEDIAN TYPICAL SECTION PER O.C.E.M.A . STD.1114 ® CONSTRUCT 1'-6" CONC. MOW STRIP PER DETAIL ..-,urL1Y(JTH~"7 ~ ~ @1'61 CONCRET~,,~MOW STRIP DETAIL - ---.... -;-_.-., -;' _ . .,...: ,:,.. .. ,..: ._ ... , ------- -.,,1--+@_z_, ______ ..,.@_~-,,.~1-. :--- ---r,---......:f:..-~:..';.;..· -_,._l. ..... ~ ..... :t----:;,-.,,--,.,. -"'·-~-·_.., -([) , . .'•.·•_.·.;::. ,,--, ,..._;;O~N~S~HE;!E::..T~2:J7~.----..---------...,,....-....., ffi " 1/2 0 DELTA - -116.~tr.L. / ,;·c.r. CURVE DATA RADIUS LENGTH f,52..00 46000 r.i!7.00 r,zo.oo W.,_00 - TANGENT .f!J7. 55 18$./0 -RW ' • • " I I ;__I PLAN G = lf''"_"L ' RW ~O,e'~AA ,&,,..£14/N '/,,,Y,F .SE,t!' SA/Eer 14 , • "D" 14 0 ~-.,. ...,.._:: ·.·,.:·-... ' ·.'-31ncheo (-..... , on origin ■! drewtng ~} --:I!,. Dll. 14 15782 Sheet 37 of 177 ~, "'•'' .----------------------g 'i)a. -PREPARED BY : 1 -on,.,' I THE ~~1• 011-1• , (£> I KE 1 TH :t:::,m:01• ; 0 · • • J' COHPAN I ES -i~r: l -__ ,.._,_,._ .... •-·_._, __ • ______ +-_:al aaa::a. • -,m, _"' -· •. _ .,,___ i ~ ORANGE COUNTY lg ENVIRONMENTAL MANAGEMENT AGENCY'~ ... ____________________ ,,. I STR£ET IMPROVEMENT PLANS FOR,: LOWER LOOP ROAD STA.50•00.00 TO STA.60+00,00 • 0 on • < ,-. ti) MARK DATE DESCRleTlON PREPARE UNDER SHEET ' • F=i=s==-==-='=':':='--'-'-'""----1 SUPER¥ I SI OH OF f i: REVISIONS~---+ 27 · DESIGNED ~=r f====~ sc/lLE DATE pwG. NO. 0/F I-: ' s·--7-n_"'_ ~--------rDRAWN_. • ... N .... A_S _ _!>HO~•.-'-:'.~'.".:""....,,~---c-:--:~-:12!___.:;; ~ ftl' •P• ST, IMP, STA,50+00,00-60•00,00 -115C0,23lPF• 3098 105 os-s.,-e9 09•02 AM/ 3098-999 j • ''. 4. J . ' \ \ I I ,----------------------·- I I + I j . . : ' ... ~ ' ' • ' ' ' ( .. ._ .. i - - -4- ' , 0 • + "' 0(7> "',.., . , l t_ -T ' I : I -,-.. -,----, t" +--. +· - --r CURVE DATA ,3 11 DELTA 79•12·1~· 01'-48'46 11 11•os·oo· 74•41 •44• .85•29•30• 84"5l'41" 10'38'21" 08°37'23" RADIUS 620,00 620,00 2067,00 652,00 35,00 2047,JO 2087,00 LENGTH 857,07 19,61 399,84 850.00 52,22 1'·"' 51.84 380. 1 0 l l ---. TANGENT 512,94 9-81 200.55 497,55 32.35 ",rs 31,99 190,60 157.34 1 : --, a o, ; 0 • C ♦ \j ---i ___ , ~ ci (\jCX)' ' <,01") f--·•· -·• ·• RJ/f STOtrM IJ,Wff LIME 't:Y'- 5£E Slf£ET t7 f'Olf .5EW£K LIME '1.5' 5££ 5H£ET3(; ' \:IJ I • HORIZ• VERT• 1•-40• 1 ·•s· .--------t---1r--------- 0 4 2 IZ 1 §' • . LOCAL .. • . N,T,S, "' OOMEST/C WATEK i,y OTHE/fS 1 9' • DETAIL CURVE DATA DELTA· RADIUS LENGTH TAHGENT 78°33'23" 588,00 806, 19 480,90 627,00 483.10 613.00 2.00 2.00' 'l. .oo' I& <, 3 CiO • ,z IUD.D -'Al"'~&. 15' LOCAL DEPRESSION N,T,S, CURB RETURN DATA DELTA RADIUS LENGTH 85'29'30" 35.00 52,22' 88'11'14" 35.00 5387' PLAN ,, ' . • ., • '~ .. . .. " ' ..: 19' DETAIL TANGENT 32.35 33.91 • • l TOP OF CURB· LEFT SIDE. ... 01') • "' . ♦ <D • "'"' • "' ,.., 0 If> -..... + 00 a, "' "' ,.., "' ... •O "-... o,O • 0<1>+0 o .cr,o ♦ mw• "'"' "' ,.., 1 ... 0"' O• ♦ "' -00 ....... 410 ' +---t ' ---. -----'---' , ~-"~ ~ I .t;· I /J. ~ .. t £ f If ' 21 191 \JI ·• ·-,._,~ '. _' --~--- i ---,- __ __.__ -_, . CONSTRUCT l'-6" CONCRETE MOW STRIP PER DETAIL ON SHT. 27 CONSTRUCT SURVEY MONUMENT TYPE "A" PER O.C.E.M.A. STD. 1405 CONSTRUCT BARRICADE a Dt::AP END SIGN ING PER O.C.E.M.A. STD. 1401 #/.. /435 !/ if 86 CONSTRUCT DRIVEWAY PER A.P.W.A. STD. !/ rO!f VlfM IJl(AJIYLIME'ti' 101-0 (W-PER PLAN)-OC SEE SHEET ltJ -• • ' A @ CONSTRUCT HANPSCAPE PER O.C.E.M.A. =-..,.., l STD. 1807. ~ .. • LOCAL DEPRESSION DETAIL_ N.T.S. . _, ' ..... _ _. .... • : --i i • ' ' I .... l ----J i ' : . • . 1 . -• --t·· . • ' ' . --'!-----+ _...,... _____ .. , -• --- l - i . l - , -----.. --~-... -...:... -' ' . . 1 ; ,. : ---~--i '"i ' -;---t----7 --1----i -- r l I ; 1 j -l --1---i----1---t-· •----r· · i -.I. i.._, _______ ,_ ! 1 I I I ; I 1--~ .... J.. ...... -1-----4 .. -~-~ -L .. + __ ., t I I I ' ' - ! -·-t i I ! .[ ' . t -t -I ; - ! _] -J_ I CONSTRUCTION NOTES @ @ CONSTRUCT OVER CONSTRUCT •A2-5• PER A,P,W,A, TYPE CURB STD. 104-0-0C CONSTRUCT •A1-5• PER A,P,W,A STD, CONSTRUCT TYPE CURB 104-0-0C A,B. AND GUTTER PER o.c.E.M,A. LOCAL DEPRESSION STD, 1308 •L • PER PLAN CONSTRUCT 7'-6" WIDE SIDEWALK Pl:'.R o.c.i::.M.A. STD. 1205 CONSTRUCT ACCl:'.SS RAMP TYPE "A" PER A.P.W.A. STD. 102-0-oc CONSTRUCT MEDIAN fl-ARE PER A.P.W.A. STD. 109-o-oc 1/2 0 1 2 orlglnal drawing DR. 14 15782 Sheet 38 of 177 lo ,------------------0 R(V. M£DIAN j PRfPARED BY THE KEITH COMPANIES I • . "' I~ io I~ __ nat_u..._ .. ,_.,,__ I 0 :::..;;..;;;;;;,...;;.;;;..;;;;..;;.;;;;..;..___ . ORANGE COUNTY 18 ENVIRONMENTAL MANAGEMENT AGENCY 16 .,.. ______________ , _____ ... I STREET IMPROVEMENT PLANS FORli I U> I~ LOWER LOOP ROAD • "' STA,60•00,00 TO STA,70•00,00 • .J • .J • • ' • j , ... ~-------~---' ' ' ' ' • • ' ' • I . ' • • • I 460 l ' ' ' j - -__...__ -l. ..• --· ~ ---,-- ' I ' .. • . ·r ---1 460 M ' ' I f I I I I I I ' ' ' -• ' • 0 2 0 31 -,.,, • ' CURVE DATA CURVE DATA' DELTA RADIUS LENGTH TANGENT TA LENG ENT 11'05'00" 2067,00 399.84 200.55 18'15'55" 740.00 111. 16 ,,0•21' z,,, _ _. 830. oo 13alj.,, 11,.'!I~ -·-+------,f--------+------+----i--------+------+------+-----'--1 HORIZ• 1 "•40' VERT• • .. 460 M ---. . ..... . ' ! I , 79+00 ,. 1 --- -------➔ ---. -----• I 80+00 ' ' ' ' '! l •• -_--+ -. t • -' i ! ' ' ' . --t . i l··'·--,_1 1 \ • ! )' 1 ! ---1 --r-~--n --~1--- i • -. _,_ . .,_ .... (··-·, ... t---~---(---l----+----i--~--i-+-~--- r j --,-• ' • 1 -1 I • ' . . ,-1 • ' ' -·-· --· ·-· • --·i ·---- . . I f ' I t -! ' ' f----! . ' ' : t··· ---l···t ""t-· i ; '. --. --· --_l ------_,_ ---- CONSTRUCTION NOTES CONSTRUCT A.C. OVER CONSTRUCT "A2-6" TYPE CURB PER A,P.W.A. STD. 104-0-0C AND GUTTER CONSTRUCT 7'-6" WIDE SIDEWALK PER O.C.E.M.A. STD. 1205 CONSTRUCT MEDIAN TAPER PER A.P.W.A. STD. 108-0-0C LANDSCAPE MEDIAN TYPICAL STD. 1114 CONSTRUCT 1'-6" CONC. MOW SHEET 27 SECTION PER O.C.E.M.A. STRIP PER DETAIL ON CONSTRUCT "Al-6" TYPE CURB PER A.P.W.A. STD. 104•0-0C CONSTRUCT HANPSCAPE PER IJ.C.E.M.A. STD. 1807. DII., 14 15782 Sheet 39 of 177 I ,--------------------g PREPARCD BY THE KEITH COMPANIES .....,._,_ •CUIL '"''ll(D! .. ·LIIIIL l,-1fl1N •L .. Pf,<Ol't; _.Cl<llll'Hlllf -=~}· I • l~ .,, •O - 0 •-ntn_,,-,u.-c,14,_ 0 =======;.;.;;;.;.;;.;;;;... _ __, 0 ORANGE COUNTY j 0 ENVIRONMENTAL MANAGEMENT AGENCY.~ STREET IMPROVEMENT PLANS FOR LOWER LOOP ROAD STA,70•oo.oo TO STA,78•00,00 b 0 • 0 0 ♦ I~ I • i~ "' • _, 32'27'12" 760,00 430,48 221,18 27'30'09", li08,00 .387,85 197,74 • -£ 1-l·!l RE~NEDII" _, 08' :!7 • 23 • 2087. 00 314. 09 1 57 • 3-4 ~MA_R_K~O_A_T_E~-· _DE_S_C_R_lP_T_I_D_H _ __.~~~~~:f~t g:o~~ SHEET IO'M',//" ,ro,,7.oo ·--,o i,o.r,,o p LAN l--c.,,--=-R':'E"'V~l"'S'-'-1"-0N"'S"-----+W~M w _ ___ _ ___ _ 29 -• • DESIG•."_NE~D~;\;·f.•.;-;;,, SCALE DATE owe. NO, Of' L..~:...--.;1.;'-.;2_._o_,_, !S_0 ____ ._._oo _____ -"'_-0_z. _____ 1"_-_,_7 __ ..... _ .... ______________ ... _____ .... _____ "" -----------------------·-•4Q;_.._, _______________________ ~-----------· ·-----------------------------C~AWN ___ • CH! .. K .. ~Daa=•=-==-_ -~-~~-"'OW;.,N:..,. ___ .J.. _______ Ji-~27 't) f ·. '~ -, s? V t, •P• JH. I."": STA,70•~::~~-7:00,0C • l15C0,23]PF• 3098 107 ll·S,,·89 05•35 A11 / 3098·999 ... "' I 1 • • • ' • J ti:'tr'.rt t'tdrt; 4r • IF tr ;/ i( II 't"r-'GI V 'R .. • I • I • ----,..-,- VICINITY MAP ' . • ,, ' ---·--.,.... N..,, PROJECT ADDRESS: 21003 PELICAN HILL ROAD IRVINE, CA. 92715 !IN UNINCORPORATED ORANGE COUNTY) VESTING TENTATIVE TRACT 13337 LOTS # 2,3,6,7,8,16,17,71, ANO 75 ' ' APPROVED ORANGE COUNTY FIRE OATE ' R OISTRCT A~Al.. OF DOMESTIC WATER FAC:UTIES DATE FIRE MARSHALL DATE IRVINE RANCH WATER DISTRICT APPROVAL OF RfC:U.IMEO WATER FACLJTIES DATE BASIS OF TOPO: FLOWN BY: R.J. LUNG l PLANS FOR CONSTRUCTION OF SEWER, DOMESTIC WATER 8 RECLAIMED WATER FOR LOWER LOOP ROAD . DOMESTIC WATER NOTES: l. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVEIDPER, ALL WATER SYSTEM WORK SHALL CONFORM TO THE DISTRICT'S •sTANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER, SEWER, AND RECLAIMED WATE.R FACILITIES, • AS LAST REVISED. 2. THE DISTRICT'S PROGRAM MANAGERS SHALL BE CALLEO FOR INSPECTION TWO WORKING DAYS BEFORE START OF WORK AT (714) 644-7661 OR 470-7500, 3. A PRECONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOBSITE 24 HOURS PRIOR TO START OF WORK, 4. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM SO-FOOT STATIONING IP THERE ARE NOT ANY EXISTING CURBS. 5. ANY WATER SERVICE FOUND T"! SE WITHIN A DRIVEWAY OR. SIDEWALK SHALL BE REMOVED COMPLETELY ANO REINSTALLED AT THE PROPER LOCATION, AT NO COST TO THE DISTRICT. 6. ALL MAIM LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48 INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-8. 7. IN RESIDENTIAL STREETS I THE TOP OF THE DOMESTIC WATER PIPE 10 INCHES AND SMALLER SHALL BE A MINIMUM OF 42 INCHES BELOW THE FINISHED STREET SURFACE AND ,e INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. IN RESIDENTIAL AREAS, THE TOP OF RECLAIMED WATER PIPE SHALL BE A MINIMUM OF 48• BElOW THE FINISHED STREET SURFACE FOR ,-INCH THROUGH 10-INCH MAINS, AND 52• BEi.OW FINISHED SURFACE ON ALL PRIMARY AND SECONDARY STREETS. 8. ALL FIRE HYDRANTS SHALL BESET WITH THE BOTTOM FLANGE 4 INCHES ABOVE THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OP' SPOOIS. 9. ALL WATER MAINS 6• THROUGH 12• SHALL BE CLASS 150. ACP UNLESS OTHERWISE NOTED. 10. 11, 12, 13, 14, NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AM APPROVED MANNER IN THE FIELD Il't THE PRESENCE OF THE DISTRicr INSPECTOR PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A OlSTRlCT INSPECTOR IS PRESENT. WHERE METERS AND t,ll.'TER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE . METERS AND BOXES WILL BE PARALLEL AND FLUSH, (tESPECTIVELY, WITH THE FINISHED SURFACE, NO METER JS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. CURBS SHALL BE INSCRIBED WITH A •w• INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES. INDIVIDUAL PRESSURE REGULATORS WILL BE REQUIRED BY COUNTY OF ORANGE IF AVERAGE STATIC PRESSURE IS 80 PSI 0~ MORE. 15. WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE MAIN LINE PIPING CARRYING EITHER RECLAIMED OR POTABLE WATER. WARNING TAPES SHALL BE A MINIMUM OF 3 INCHES WIDE AND SHALL RUN CONTINlJOt)SLY FOR THE ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PlPE EVERY 5 FEET OH CENTER. WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE IM COLOR WITH THE WORDS "CAUTION !11.fff!EO WATER LINE 6ELOW .. IMP'ftlNTED IN MINIMUM !~INCH-HtGH LETTERS BLACK IN COL.OR. IMPRINTING SHALL BE CONTINIJOUCii AND PERMANENT SEWER NOTES: l. THE SEWER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER, ALL SEWER WORK SHALL CONFORII TO THE DISTRIC'I" S . •STANDARD SPECIFICATIONS FOR THI CONSTRUCTION OF WATER, SEWER, AND RECLAIMED WATER FACILITIES,• AS LAST REVISEDi . 2. THE SEWER CONTRACTOR SHALL HAVI A COPY OF THE DISTRICT'S STANDARD SPECIFICATIONS OH THE JOB. • ] • THE CONTRACTOR. SHALL • OBTAIN A COUNTY PERMIT FOR WORK .DONE ON POBLIC.RIGBT-OF-W~Y. ,. THE DISTRICT'S. PROGRAM .MANAGERS_ SHALL BE CALLED FOR INSPECTION TWO WOP..XIN'; DAYS BEFORE STAR'! Of WORK AT (7liij 644-7668 OR 476-7500. • 5. A PRECONSTRUCTIGM CONFERENCE SHALL BE HELD 24 HOURS BEFORE ST>.R.TING CONSTRUCTION WORJC, 6. THE CONTRACTOR SHALL EXPOSE ALL JOINT POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATIOM ANO ELEVATION BEFORE CONSTRUCTION. ,. sTA·r10Ns As 100+00.oOI ARB sEWBR sTATioNs ANl) AKJS INDEPENDENT OF ALL OTHER STATIONS~ B. ALL LATERALS ARE TO BE STAKED BY A SURVEYOR BEFORE TRENCHING AND A COMPLETE SET OF CUT SHEETS SUPPLIED TO THE DISTRICT INSPECI'OR. 9, ALL SEWER MANHOLE LIDS ARE TO HAVE 11 IRWD11 CAST THEREON AS SHOWN IN DRAWING S-4- 10, THR JIST.RIC'? WILL INSPEm' AND TEST THE SEWER COLLECTION S":STEM fUID LATERAL SP:WERS TO THE PROPERTY CLEANOUT. PRIVATELY OWNED SEWER LATERALS fltOK THE PROPERTY 1,INE CLEAJIOUT WILL BE INSPECTED AND TESTED BY THE COUIITY Of ORANGE. 11, INFILTRATION AND AIR TESTI~G OF SEWERLINES SHALL BE IN ACCORDANCE WITH THE DISTRICT'S •STANDARD SPECIFICATIONS l"Oll HE CONSTRUCTION Of WATER, SEWER, AND RECLAIMED WATER fACI!,ITIES.• 12, ALL SEWERLINES SHALL BE BALLE!) IN THE PRESENCE ~F Till! DISTRICT INSPECTOR, BEFORE COMPLETION Of' ALL LEAJCAGE TESTS. lJ. Plf''!l:LINE LEAKAGE TESTS SHALL BE MAD! IN THE PRESENCE OP' THE DISTRit'T INSPECTOR, ONLY AF':rf.:R BACKFILL HAS BEEN COMPLE1'ED, COMPACTION TESTS ON BACKFILL HAVE BEEN MADE, A.ND THE BACKFILL HAS BEEN ACCEPTED, BY THE DISTRICT INSPEC'l OR. 14. ALL SEWER MAIN LINES 6• AND LARGER ARE TO BE INSPECTED BY THE DISTRICT USING A CLOSED CIRCUIT TELEVISION SYSTEM. A VIDEO TAPE RECORDING WILL BE MAD! OF THE INSPECTION. 15. THE CONTRACTOR IS TO PROVIDE THE DISTRICT WITH AN AS- BUILT SET OP JOB PRINTS WITH TIEDOWN MEASUREMENTS ,oa ALL LATEFALS AND MANHOLES. 16. BEFORE FINAL .ACCEPTANCE, THE DEVELOPER'S ENGINEER SIGNING THE PLANS SHALL FURNISH THE DISTRICT WITH A SET OP AS-BUILT MYLARS OF THE SEWER PLAN. 17. CURBS SHALL INSCRIBED WITH AN "S• INDICATING LOCATIONS OF ALL SEWER LATERAIS. 18, TRENCH BACXFILL, ON ALL SEWER AND WATER TO BE DEDICATED TO THE DISTRICT, SHALL BE COMPACTED TO 901 REIATI\'t DENSITY AS DE1'ERHINED BY THE FIVE-LAYER TEST METHOD (CALIFORNIA 216G). TESTS WILL BE REQUIRED EVERY 300 FEET OF TRENCH OR AS DETERMINED BY DISTRICT INSPECTOR. THE DEVELOPER SHALL SUBMIT WRITTEN RESULTS OF COMPACTION WILL BE AS REQUIRED BY GOVERNMENTAL AGENCY HAVING JURISDIC'l'ION, BUT NO LESS THAN 901: RELATIVE COMPACTION. 19, DISTRICT WILL INSPECT AND TEST MAIN LINE SEWER ONLY. SEWER LATERALS FROM THE MAIN LINE OR PROPERTY LINE TO BUILDINGS THAT ARE PRIVATE WILL BE INSPECTEP AND TESTED BY THE COUNTY OF ORANGE. RECLAIMED WATER NOTES: 1 • The installation of the noclaimed Waler system shall conform IO the ,.gulations for the constnlCtion of • reclaim~ WIier S)'ll<IIIS within lb: Irvine Rancb Waler District. 2. The Irvine Ranch Water District shall be notified !WO days priorlO 11K: start of oonsuuction at (714) 476-7603 and each woncday IIK:rwlcr Ulllil compleiion of project. . . 3 • All onsile coosta11 pressun: r<elaimed and potable -main line piping installed on this project shall be identified in accordance with 11K: Disttict's regulations and 11K: irrigatioo specifications. (a) Warnlna tapn shall be used on all constanl pressure main line piping canying either recla,med or potable water. . (b) Warnlna tapes shall be a minimum of 3 inches wide and shall run continuously for the entire length or all constant pressure main line plplna. The tape shall be at1acbed IO the 10p of the pipe with plastic tape banded around the warning tape and the pipe every 5 re"' 011 center. (c) (d) ' Warnln1 tape for the constanl pressure polable waler el~lng shall be blue In col~r wilb lhe words "CAVTION IIIJfU!sl> WAT!sJU.lN!s IIELOW" Imprinted in DUIUIDllll l·inclt higbletlell blaclt in color. lmprinling shall be contimous and pennaneni. Warning tape rorthe constant pressure reclaimed waler piping shall be red in color wllb lhe words "CAUTION RJ;:CLAlMl>I> WATI!R" unprinted in minimum I· inclt.lJiglJ lellell black in color. lmprintiog shall be cominuo111 and peml8IICl1I. 4 , All pressure main line piping from the recl•im-4 -systcm shall be installed IO maintai-, 10-foor-minimum horizontal separation from all potable wa1erpiping. Where reclaime,j and potable water pressure main line piping CIOSS. the reclaimed water pipia¥ shall be installed below the potable water piping in a PVC Class 200 pipe sleeve whicll exlends a minimum of S feet 011 either side of the potable water pipinJ. Plovicle a minimwn venical ciearance of 6 inclio&-Warning iapes shall be used on all constant pressun: main line pipe sleeves. . PALEONTOLOGIST: ARCHAEOLOGIST: GEOTECHNICAL CONSULTANT: UTlbCIY PHONE NO. DR. JOHN COOPER 16737 FRANCIS DRIVE CHINO,C.A.. 91709 (714) 773-2662 FUNDED BY: THE IRVINE COMPANY THE KEITH COMPANIES MICHAEL E. MACKO 200 BAKER STREET COSTA MESA, CA 92626 (714) 540-0800 DEVELOPER/ OWN ER: THE IRVINE COMPANY LEIGHTON & ASSOCIATES, INC. 3050 DAIMLER, SUITE B SANTA ANA, CA 92705 (714) 250-7115 EMA -PUBLIC WORKS COUNTY OF ORANGE SO. CAI.IF. EDISON PACIFIC BELL TELEPHONE SO. CAI.IF. GAS CO. LAGUNA BEACH COUNTY WATER DISll'!ICT IR\IINE RANCH w•TER DISTRICT COMMUNITY CABLEVISION THE IR\IINE COMPANY (AC. DIVISION) UNDERGROUND SERVICE ALERT PREPARED BY: THE {714) 859-5253 (714) 966-6216 (714) 634-3106 (714) 494-1041 {(71-4-) 47(,-1'-'3◄ or (11~l 47•-1500 (71 .. ) 721_ -6226 (714) 544-8890 1-800-422-4133 • 11• i:atWWW -~ , • . . INDEX OF SHEETS . SEWER 8 WATER PLANS • SHEET 35A 35B S5C 35D 35E 35F 36 37 38 39 40 41 42 43 44 44A 44B 44C 44D DESCRIPTION • - TITLE SHT. LAYOUT MAP INDEX MAP INDEX MAP . INDEX MAP LINE"A" LINE"B" LINE"B" UNE"BN LINE"B" LINE"B" LINE'"C" UNE"C'" UNE"D'" UNE"D" STATIONS . . 10+00.00-52+00.00 52+00.00-91+00.00 91+00.00-118+83.63 I0+00.00-14+96J7 10+00.00-19+00.00 19+00.00-28+00.00 28+00.00-37 +00.00 37 +00.00-46+00.00 46+00.00-52+56.54 10+00.00-17+00.00 17 +00.00-24+05.54 10+00.00-17 +68.00 17 +68.00-23+09.0I 20+00.00-31+00.00 31+00.00-40+00.00 40+00.00-50+00.00 50+00.00-60+00.00 NOTE: SHEETS 35-440 ARE PART OF THE IMPROVEMENT PACKAGE FOR LOWER LOOP ROAD, THEREFORE THE SHEET NUMBERING JS NOT CONSECUTIVE. ' ' •' '_ . S. All reclaimed wattr sprinlcer control valves shall be tagged with idenlificalion tags. (a) Tag> shall be weatherproof plastic, 3"x4". purple in color with the words "WARN!NG- RECLAIMED WATER· DO NOf DRINK" Imprinted 011 011e side. and • A VISO • AGUA IMPURA • NO TOMAR" 011 the other sicle. Imprinting shall be pennanent and black in oolor. Use tags as manufactured by T. Ouisiy llnlcrpriscs or approved equal (b) One tag shall be attached to each valve as follows: I) Attach IO valve stem directly or with plastic tie-wrap lit 2) Attach IO solenoid wire directly or wilh plastic tie-wrap lit 3) Attach to valve cover wilh cxislins valve cover boll. •, 6 • All au1ematic controllers mUSI be SCI IO operate beiween the hours of 9:00 p.m. and 6:00 a.m., unless otherwise directed by the District f.ngineer. . . 7. Adjusl spray heads to ellmlnale overspray onlo area■ nol under lhe conlrol or lhe customer. For example, pool decks. private patios, stn:ets and sidewalks. 8. Conlael lhe l)lslrlcl l>ngineerln1 Office lwo day■ prior 10 the irrigation system • coverage lesl al (714) 476-7603 and arrange for a wall< lhrou&h for lb• syslem. 9; Failure lo comply with any or all of lhe above 1uideline1 puts your system In . violation or lhe District's Rules and Regulatlons, and will result In termination of service until the appropriate corrective steps have been taken. R. '-+'-'RE"'P"'L"'IN""E"'""'-6-"E"'N"'CR"'O"'"'C"'""M"'E"-'-'S'-'A::,Po,DceE"'D-'T'-'0'-+----+----+---1 SHEETS 14,15.20,21,22,31,32 33 36 39 l!o4 . • BENCH MARK: O.C.S.B.M. 3K 30 68 1.6 MILES SOUTHEAST Alot.G PACIFIC COAST HIGHWAY (U.S. IOI ALT) FROM THE POST OFFICE IN CORONA DEL MAR; 67 FEET NORTHEAST Of THE CfNTER LINE Of TifE HIGHWAY, 45 ffET SOUTHEAST Of A MANHOLE, WITH A 6 INCH av 6 FOOT VENT PIPE ON THE NORTHWEST SIDE OF THf: MANHOLE, SET IN THE TOF ON THE WEST SIDE Of A C JNCftfTE CRADLE FOR A 36 INCH WATER PIPE, ASOUT 7 FEET LOWER THAN THE HIGHWAY, 197e M.S..~ ELEVATION• 122.366 R VS . A BASIS OF BEARING: CALIFORNIA COORDINATE SYSTEM ZONE VI LINE BETWEEN 0.C.S. MUS- TARD 2 AND 0.C.S. PE~ICAN HILLS BEING N30'16'05"W PcR R/S 86- IOB3. DR.14 15782 Sheet 45 of 177 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA • 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA KEITH COMPANIES .,....,,.,,,,. A :'+Ri:.R~.TR.>..1o..t.i.sS""'""i~~~;$,f,---l..,;g,,,....P.: ~~ NO. ...._..,,BY.._._ __ __.D....., 92660 • (714) 720-2333 JIM FOSTER (714) 644-1011 92660 ____ _,.,_,., 'l • Iii' APPROVED BY DATE .C.E. WILLIAM E. WHEELER '41243 rs·, Gt<HNOI efOt ·=-:: OATE W.O. NO .. ____ _ DWG. NO. (_S_H_E_ET_3_5_A_O_F _12_1_. _) ' -I I ) • • i r .... l . l ~ ~l I (. L • ..,-,. .. -tt2•rr.,.,:r,.. .. e .. e:s.,., ... nt,..,:: ... 11 '"''*"'"'"'' ._t .... td""ttt""w'"'tn"""'""' ·"'r1r"'r -,-.,.. ........... 1·, .. r:e'"'•-zr"'"1I :•· ... r • .,. ••• .,.., '"''zH'""• ._--•-·•n""'"'-___ ., .. -e.,_,._1,_,,_rrr_,HJllj.,,.,_ · • ,. " - ... • -,., - - I I "" I "'; QUANTITY ESTIMATE @coNSTRUCT 8" V.C.P. SEWER MAIN @coNSTRUCT 48" PRECAST CONCRETE MANHOLE PER I.R.W.D. STD. S-1 4 CONSTRUCT 10" V.C.P. SEWER MAIN 43 REMOVE EXISTING PLUG • @coNSTRUCT 12· V.CP. SEWER MAIN @ CONSTRUCT CONCRETE ENCASEMENT PER 1.R.W.D. STD. S-10 TYPE A @coNSTRUCT BRICK AND MORTAR SEAL @coNSTRUCT FIRE HYDRANT ASSEMBLY PER I.R.W.D. STD. W-5 5,684 LF. 22 EA. ~310 L.F. 3 EA. 410 LF. 6 EA. I EA. 13 EA. @coNSTRUCT 10· A.CP. PIPE WITH CAP_, THRUST BLOCK AND BEDDING PER LR.W.D. DWG. W-11 70 LF. @coNSTRUCT 8" A.C.P. PIPE WITH CAP. THRUST BLOCK AND BEDDING PER I.R.W.D. OWG. W-IL 450 L.F. @REMOVE AND DISPOSE OF EXISTING 8" V.C,P. 60 L , illSEWER. ~ -- & /t4},t -"ODEDo,,,,l~T-N•Tf'4-'1 /ffVIS£P ,uru.11'£ ~•11,,,/1 1' l',,ir STHFGrt,t~tr04tTA>N< II!!. 14 15782 Sheet 44 of 177 PREPARED BY ------ [?] THE KEITH COl'f'AHIES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY LAYOUT MAP ~,J\~ ~ J:'~~ HfDIIAWT 6T"A7"/dN EXISTING f(tlQ £ 'JlZ/'fl tgN:,gE~"J'_t;,,EiorE -------... ----------------,-AW•:::.N..i;P~.,._o;i';;;;;;;;;..l.:::CH:a;EC~K~EDl#;,i....,-1,,:A::,_S ,:SH~□:::WN:.J..----J....~----~~~ ----------------------- •P• INDEX MAP• 21t0,2JJ F• 3098 281 25-A,r-90 08•35 A"/ 3098-3102 _,,,✓ J --·-. .. '· • • • • J t ,, It ; m n In ft :, V v,1£• 7P ) .. FP,i $lT:wl lff77 -·•i(;ltM'dY,"\ 1'f 'h(;.,i .. , _,_.,., ... ,a,~ • -- • l ,,, ..... -" ...,_..,..,. -. --.. ,,..-,.-v-,·-•-•._:"><·•• 'f . p. I n:t'f' rerer r·t;, ·,st rt rnt:mt 1 . • Ilk\ t] 'I.J$1'11.17llllt;':eil~tortr¥171'11<iriMS1 fnfl 4 --ow ' . . .,. \ Ii. ; ¥ h fM"i :ic&&a't rl • f kin I l 'Ir iJI" S) -"I a, Cl/ • • •• s~fl;;c r· t ;':;# >/<lilt lfU:lM ·atc rtr n1 **' tJ r':I -'Iii ht:1#-U • , .. 01" If t r'rn Jl7 II -·; '1 SI ·fitWIHr't ·s et run·..-· .. ,.--sTO!f'M Ol<'AIN BY 01'H£1PS ts «i:fl&¥&rttt r ··me·: ern1:1 ·ten,-►ehiift LEGEND o MANHOLI:: ,o. FIR!:: HYDRANT ----CENTER LIN!:: RIW CURB Ml::Tl::R ::0----- I -- lf'.£CLAl/'1ED WArElf BY ,1r.w.o . -,fl'; ,,1'. f.-'" t: . ~ DaJIIIE'Srlt:. WATE l'r BY /.11'.W.O. DR. 14 15782 Sheet 45 of 177 ~ - I I -~ PATE PESC~IP V 5 IIIIS CffEC~ED I J ' I I F===91 THE kEITH COlt'ANIES I, I ORANGE COUNTY ENVIRONMENTAL MANAGEM NT AG NC INDEX MAP SIA. 10+00.00 TO STA. !52+00.00 SCALE ~TB DIIG, ND• AS SltDWN SNEET 35C Of- 127 • =· f ----·-~ --~-----~ .. ~----~ .... -..... , ·-· ....... ,,, ... ,n~•-·-· ., •• -~s• .. -... ,~-.. -···-·-•-1t~fl-nM·-· -····•ilHONi•-~11~•··-' j,;,~··---••41. ....... __________ ._ ... ...,...., _____________ .,. ________________ ...,. ______ ,,_ __ •---•-••-·~+-••~~~•-,.--••o~on~·~·••~"~---..,e-rr<o►••-v◄•--,-~-----•-••••.•II••• t -dil tit: xnrwet e t QI ;; MW:: f ti ·r:; ltdllNlftf • rt; • I J I( l1W'r it" t IP $ -, ' -,·a:znttr :Wt #/IN W:St":dtJ ,&·111, ·-1 • $ Sh lilli ½? I rn 1?011lla n Mic ti l •• ff" 7 ·: u··; ef; f lpt ll#PS'lilU,.,. t' t· ,.,..,,o, t me"! • c 1 \ .., \ -I I ' I l I "' 0 I , II ~ 11 .~ I I !,l --- i ~U) ! . iii ., • ""': i,· -' V) ,, l ,. " •• '. ~ • sro,rM Oli'AIN 8YOTlfFR'S LOWER LOOP ROAD • OOMl!'STIC --WATER BY 1,r.w.o. ' . • I ' ' ' ~ .1 ' • ~ • ' ' ~ _, ~ • ~ ~ .. ..-li;-l • -'-' " ' .,_ ' ' -DR, 14 15782 Cc Sheet 46 of 177 PREPARED BY THE KEITH C011PAHIES ~[?] ~-. • ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY INDEX MAF' STA. 52+00.00 TO STA . .91+00.00 SCALE DATE DVG-NO. -------------------------------------------------------------------------------------------------------------------------------------------------1.::::::;;:;:~ CHECKED AS SHOWN r •P• INDEX MAP -21t0,23l • 30i8 281 25-A,~-90 081 J5 Af1 / 3098-3102 127 • ! J Sit· If «rc ►ft t •»*tr± tr· ri; 'PB 'v&: ·a• ,,..,.,. t +tit•••~ • • • ! I 'I. I I D<JMEST✓C er 1.K.w.o. I ' LOW~R LOOP ROAD . - • In li'RLAJMl:D wATElf 8Y I.R'.W.D. zOJ,1£6 ~ l<'ECLAIM E'D WATE'" er 1.K.w.o. ZONED , ,, • ., ,. "-• .. .,, ., .;.: ~- ~ '/1'--STOH',M D.r?AIN ! BY 0TH/:li'5 -;,.:;;:...,--" REV SID ""s __ _ DR, 14 15782 _, Sheet 47 of 177 PREPARED BY THE KEITH COMPANIES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY INDEX MAP STA, 91+00.00 TO STA. ll8+83.63 -- • • ,------------------------------------------------------------------------------------------------------------------------f '-=~~.""~-;;.~=~T~c;H""E~c~K""E~DH;;;;~~~~~-~.J..-----.J:.;.-' SCALE DATE S SHOWN SHT, "'-I ~E DWG, ND, 127 •P• INDEX MAP -21C0,23l 1 3098 281 25-A,r-90 08•35 AH/ 3098-3102 1 ...... -.. ,,~•·r•·~~-·,·-·--·-~-·,-•-·· r· j "' ~ J 5'.7:0Tlt&t1-Y? -21 rectiwNcC&flc "'" 1ft II,.,,, I> de 1"iti:• fOi-11/►dN d)-, • ., s· ' < • "--·-·--··• ,,..,, .. ••••· .. ··-••H•-•-, •• tMalrtr mt:e ·tenfrrt trnor:·•wtf•~;··•rl·tflttetr: r:u1·11111·eoir'· \ ' " 'I, .,, •. " ' ' ., ~-.. ·: f a•r'tiit'll'rt:t&s» f::1 t cw ·mi ··M1r ;; nfit:Aki:efu-_• ·e·11wr 1-bV -Ml ¥rs (iWz•• 11,tc1 -•·' lrttt"na@nh hi I nr•i;q 11 r tr z t • --t·tnN'M'72:)•:Al:1::'rY·rn &Tn I( &ii 11twr ·; wr \nllEsfntt anr:t 'rt ' D ,< • /'{-I S 7 f '2, J ' ', , .·, r,c,...._,. .. ,.,..,....,.,,.,-.,. .... • :: ~ :;, ' i . ' ,, ,r.a i .\ f .. 1,,,.,., .• ,.,,., .. ,,..,,.,.,._&f,.'. __ ,.,"lft"t"rt'":t-:rt••'"'"''"···e,o1.,,.,,,,.,,..,.tr,.tt"·-·•·,.-,tr ... O,.._.,_,., .. ,_,,.w.,,-., .. ,t.,;;"7b";N:,.'fi•---o,rs,..,•t:r,,t"':r:.,,,. .... .,e.-·.,,w,1tr"rt•rn•e'"ft"'te:""'tbtort"'·1,.,..,. ... 11,.,-.,.,,t __ ,M,,._,.,.,,te., _ _,_,.,.,.,_,,.,.,,._. ,.,.,.,m .. •• .. ••·•:ro,·-zt•n••••"'~~-,.z:;-12.,izM''"''"' __ ,_,.11"'••-••.,Mw••~-.,.,. ... .,,., .•. ,.,_,.,_,o,.,.-~·'"01.,,,.,-; .. ·,.-,., ..... _,,,. ... ,,. ••• _11.,,,.,,.,,. .. ,..,_,_,,.,•.,.,-,.,--·•1~••=-e•o!··•rri'"e'"*'"-""'-1·"1--,.,-~,~•~·wJ#I .... IM.Mi:111.Cilll,.._uw ... ' •-- .... .r-· -,_. .... , )), .... -.. I f 0 © \ \ \ \ \ DELTA/BEARING 29°16'49• ,,, \ \\\ \ ,~~ \ \ \\ \ \\ \ ~ ~ \\ \~ ~, ,, \1'-. ~\ ,~ \\..,. \<> 0 '" " ~ '?o \ 0 \ \ \ \ \ \ \ DATA --------· ·: •-r-·:·· ~--, ; : : ~ -l . . '. l -'. ; . ; : . ; .. ~ . : ~ ~ l \ ---._ \ I ...., ~ LOT 3 V.T.T.M. 13337 \ \ \ RADIUS LEN./DIST. TANGENT 527,00 269,32 137.67 l • ~AS (BYOTHEJrS) -- =-=-- - - - ,- 13 I I 41 -' ---'''' -• ' HORIZ• I "=40" VERT• 1•=e• • .-o ~ '[("6".9 ~\,.,---...___::. SEE PELICQN Mill RQ. ENtffDRtMMENT SUEET na. 1111. 18 & LOTl6 V.T.T.M. 13337 LIN£ ':4 '' PLAN -i . ... ... LOT 4 V.T.T.M. 13337 ... ... ... Pt!:,.,~,!!,•/ IMPret:-,,/l!M&,..JT'S: ~ A 1.J L-,ue ..... 46 ... \ J ... ) • ---T j . i . ; -. --·•---•--' ' . ----~-----•--• "'!" - ; I f ' . . . (··-~-----,--;---r--:--r-r---t-1-- • ' I l l . ··1 ----t •• --·;···· 1--i--1-""t··-; - ! : ! r : : -' ' . . ' ' . ' ' • --:-------~ --.. 1 --~--~;---.-~;---t----· ~- CONSTRUCTION NOTES CON.STRUCT 8" V.CP SEWER MP.IN WITH BEDDING PER 1.R.W.D. STD. S-8 .. CONSTRUCT 48• PRECAST CONCRETE MANHOLE PER r.R.w.o. STD. S-1 REMOVE EXIST. PLUG i CONSTRUCT 12" V.C.P St:WER MilN WITH BEDDING PER I.R.W.D. STD. s.:.a. CONSTRUCT PL.UG, CONSTRUCT 2~ RECLAIMED WATER SERVICE PER l.ftW.P, STD. W-21. USE CONNf'"CTIO DETAIL 91 SHT.103 FuR C.M.L. PIPE w.w 40 20 1 1 /2 0 0 40 1 80 FEET 2 INCHES Inches on orlglnal drawing . ;i DR, 14 15782 1:" •/. .,, Sheet 48 of 177 UC. 11141243 ~- ElCP. 3-31-'?I PREPARED BY rr==9 THE KEITH COMPANIES .fl.-\· -CUil no1-1• ;. .. , ann■ ·-~ -,·1•n• •COUIIU:ru111 -· 0 0 • "' I') 10 0 -.... -• IO "' • ORANGE COUNTY ENVIRONMENTAL MANAGEMENT A3ENCY. ! I 11-1-!l IDDED REFflENC£5 lD EN[ROl[Uli1ENT5. -3-"1 AJ;,oeb I!!" wATiiff SE;fV1Ce, ,,-l?l/;V/:J/f/) S'?,jNVt!1''5 1,1 RIil'/ IJ.l'I-. TIONS ,/ CONT. /llflt, Lfll/! SEWER AND WATER IMPROVEMENT PLANS FOR LOWEH LOOP ROAD LINE STA,10+00,00 TO STA.14•95,17 jg ,~ ~ I ... • ... ~ ~~~~Ke; ~~'h) S< DA TE DFSCR I PT I ON TPpiiRE;,;P;;;AiiR"'E"'D'U"N"D"E'DR--071'7.,';:--;-:-:-:-r-t'r-::S:-:H::E::E:-1- SUPERY IS t ON OF - D:CSIGNED • SCALE DATE DWG, NO, Or ~ REVISIONS WJ!.!.IAr W _ a!!f' • !27 ., 1 ••~.0:._•_.._ _________________ ------------•-----------------------,----~-D~~_WN-.,_ ,_ ,.,_. CHE. ~~t_,.,_...,, A_:'t •. ,~~~~-·--~--------,. -·~-' ·I •~ .. SW~ LJNE •A• &:4 ;o,oo.00--14•~&. 17 • 115[0,2JlPF• 30911 2~01 12-S,,-89 11 •-02 AJ1 / J09H-i89 J _,_ -. ',,. ... • -··· p ~-., .. l/-/ ,,.,,, g ~ l --1 t -Hdttdto ti" 01,._..ttfPVI' CM er,1,e,;s,,_»>•• , .. •••-1· u • . ,,. .r i ... l I I i -- -) DELTA/BEARING D 09°09'09" DATA RADIUS LEN./DIST. 2071-00 330,82 l ----- I -- ! . . i - _.-:::; TANGENT 165,76 - ------ . ' I ,,.._ LOT 15; V.T.T.M. 13337 . . - , . ·• ; • • ~ r ___ _J_--i.,_-_c.:::t-::.:::---- & H 29• • 67 LINE ''B" - ---+· • - -- SEE SEPERAIT PL~ET PELICAN ~ILL Rll £NCRDACI-IMENTS S~££T 21 Df 31. , I/ PLAN 1 •-40 ... LOT A V.T.T.M.13337 '-... • -"' cj) "' • 1 . ; --. lfliCLAIMED WATER ar ,.w.w.P. -. -, -----r-·~~-r---1----- D/J1>11:sr,c WATEK 8Y /.~W,.o,, uhntnt G-- 4 DK. 14 15782 Sheet 49 of 177 ---i -· · .. -410 .. ' -----:----r --1-~--~--,-,-..,_~ I ! ! -i ' ----t-.. -~ --~----l -- ' " I I i ' .. .!.. ' I 1 : •, !, •1•, 1 • ' - i' --+--+--~-· +·--1 j ! i j ; ~---·--~ --·+ .... ' .. ·:-· -:·- ' 1 -400 • ,-! i ---~ --!----r-----+-r+---r---r--- . · : 1 r • i -: · ; ·· l -;--f 1 ·· + .. ... ; .. ., .... f ., ·-;---+---~----1---~ -t----~ ---•+--; -. ' ' ' . ' ' t • l ' t • 1 -·r --~ -,---r·· -r --i---.J 1 • ! i l l. I ' • . I . i ' ' ' .. i • ' ' CONSTRUCTION NOTES SEWER NOTES @ CONSTRUCT 10" V.C.P. SEWER MAIN WITl:I. BEDDING PER I.R.W.D. STD. S-8. CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER I.R.W.D. STD. S-1. DOMESTIC WATER NOTES (§} CONSTRUCT FIRE HYDRANT ASSEMl3LY PER ' I.R.W.D STD. W-5. @ • °CONSTRUCT 8" A.C.P. CL 150 PIPE WITH CAP, THRUST 13LOCK AND 13EPPING PER LR.W.P. PWG. W-IL fil @) CONSTRUCT 2" RECLAIMED WATER SERVICE PER l.R.W.P. STD. W-2, use: CONNECTION DETAIL 91 SHT, 103 FOR C.M,L. PIPE ONLY. 40 1 20 1/2 0 0 40 I 80FEET 2fNCHES original drawing ,--------------------2 ~REPARED Bt < • , Ill \gll THE 'it!iC..~.. "' KE I TH :~~~:• ~ COMPANIES -:::=.::• ,-Ill 1.~ ,...._;.:::;:::::_ _____ 1-J~~~dJ~-:::-:::-:::·!-:::· -:!·~· ;-:::·~··~-:·::-::::._..!'~ ORANGE COUNTY o £ ll·l·!l tEV. 5Tll1Dffl Df WATEI MAIN ~ 1-2,.112 ADDED RfFERfNCE TO ENCIIIIRCMMENT ITfMS APPJIDVED AS REDLINE N0.9. 'kz/9, ,,,,,.,,s/:0 L.F: CF r:f-v ,AN&J ~.o. wv.~1,..£1 ,. '/fl/I( ADDEI>/!'WATElf 5E17VK:E t CDNS7: 11'71'£ ,, ENVIRONMENT AL MANAGEMENT AGENCY .;. 1----------------'6 SEWER ANO WATER IMPROVEMENT PLANS FOR LOWER LOOP ROAD LINE •s• STA,10+00,-00 TO STA.19+00,00 ·O j • 0 10 + 0 • • J l ' I I I ' .... r-}·-!·• I i i ' ----:-I . ' ; __L ___ J.. _ ..:.,, __ ,~~~-•-~-'---'-~-'-~-~~ I I t - ... - - i I LOT A V.T.T.M. 13337 ! . DATA --.----.~==-=--:-:::-:::=~.-:=~7"-:-:~::-::--r--:-:::::::;'.::---1~~~~~~ DELTA/BEARING RADIUS LEN./DIST. TANGENT • N ll'lt' 1••11 09°09'09. 2071.00 330,82 165,76 40•32•09• 800,00 565,99 295,42 II 3l' 3l' 14" W j I.U. ND. 31..5fE PELIC•N Nill --<HCRDACQMENT5 .~UT ND. lD £ ---I _...,~r;?.~ • -----~. 8.14' S. DD' 76.63 VERT• . - . -----t • ·•a· --- kw ~=-- - - - - - - - - - - -· ow LOT A V. T.T.M. 13337 LINE ''8° PLAN - - -----=- . j -. ---·--- - ' . __ ·--=--==--2:::::~~7 -.{'t,y • :::::----- es· CONc.lf'ETE ENCASEMct/1 ·-· ••••• --' DR. 14 15782 Sheet 50 of 177 ' ... --:---.._ ___ ........ ., ·+ ' ' ' ' • . ' . -• __ ; ---~ ·-..i --... -.,. ----· -490 ' ' ' • t • ' ' ---I---~--~----4---+- -480 :--470 ··-460 1 ~ ----r --: ------·1 - -450 ' ' I 1 ' • 1 . ; - i - ' -• " ' j --' • . ' . t-; ------~--------___________ ,. ____ L. ; ; l . --1 -~ ' -4.50 ----. -•~i~J-~ -----.. -;-' CONSTRUCTION. NOTES SEWER NOTES @CONSTRUCT 8" V,CP. SEWER MAIN WITH BEDDING PER 1.R.W.D. STD. 5-8. Q CONSTRUCT 48"PRECAST CONCRETE MANHO ..E . PER 1.R.W.D. STD. 5-1. . @coNSTRUCT 10" V,C.P. SEWER MAIN Willi BEDDING PER lR,W.O, STD. S-8 @) cONSTRUCT CONCRETE ENCASEMENT PER LR.W.P, • STD, S-10 TY!'>E. ~. • 47 INSTALL SEWER PLUG DOMESTIC WATER NOTES ~ CONSTRUCT FIR!:: HYDRANT ASSEMBLY PER . I.R.W.D. STD. W-5 CONSTRUCT 8" A.C.P. CL 150 PIPE WITH CAP, THRUST aLOCI< AND aEDDING PER I.R.W.P. DWG. W-11 40 I '. 20 1/2 0 0 40 1 80 FEET 2 INCHES on original drawing • ' i- . ' . • --~ r-"" ; . ' _j ___ t I 0 ,..., .. ,-------------------~ £ U·l·!l ADDED RtrERENCE TO ENCROAtMMENT5. REY.' WATER MAln 5TITION5 PREPARED BY THE KEITH COHl'ANIES ----C1'1l 1H1_,_ 1,..., _.n1• ~-/lflC:,,1JUfl• -f...:Jl• ------·---_.,, .. ___ ... I'> ,,0 0 - • ORANGE COUNTY _g ENVIRONMENTAL MANAGEMENT AGENCY·~ SEWER ANO WATER IMPROVEMENT PLANS FOR LOWER LOOP ROAD • I '0 ,o • •o 0 •• a, ,- Aoci.ec, tJ" es.weir I< ~ -LINE •s• :; !O< *'"'"'D"""n·,r-,,..,,;r., i~ ~V~ ,;:,..;;::-~ a.1-rA ,_.,,ADDC0N(..e'ASIMf,j'1' STA,19•00,00 J(J STA,28•00,o_o ___ J~. _,,-, J:,. ,..,,. ADO "7'..:,TA,_ 7l> ,.,H,S .- ::.JJlv}fL,=:"f::-:-::::-¥''=.C'-'-t~i'.':'.C,c,, t','' i'P'l~:'El.':"Ee.!V:..:.,4,..,..,;;,.-r;.:;;,,;-r- NARK DATE D[SCRIPTION PREPARED UNDER SHEET ~ F==='-RE-Y-IS=)O~N"'s=-="---!SUPERVISIDN Of 37 ,_ 1----,====---+WILL I ~ESIGNED b.e. Of re SCALE DAlE 1 -;-/27 :::,, •:..~_q.:__,..,_ ______________________________________________________ ,____ DRAW -~mm.rm, CHE_~~E.lk.mwz; JAS .. _Sh~VN,_ ___ .._ _____ ~~-=: --~"' •P• SWR LINE -e· BTA.19+00.00-21•00.0Q • 11$[0.23lPF• 3098 2603 12-s,,-aa 1 ll28 At'f / 3098-9~ ..... D. R ... ,. I'-/ .. IS 7 9 v J • ·-i . ' ·---~•------------•--•~• .. ••~•~••-·'"~•~• ___ ,.,.~,•---------------------------------•~-•~"""""''"" -,,,._,.,,.......,._,_~,,,_.~,._,... • .,.,.....-...-_..,., _____ _,, .~_...4;,__, tee ,.,,.,,.,,.,,,,..,_,., ••• """''"" ~ ·1-...-..,..,t·••~~-cu,,·q lJ·,.\_.,_,_, __ _ -~••;it'4'0 "i2tdH_:-_ tt:'Nrt"t '$ g) \);,-,i--Tt • -•••--•-•••• --· Hi' ·1 ti \ '\, •• , ' . ' .. J t 0 1 . . ' L i t \ DATA DELTA/BEARING RADIUS LEN,/DIST, 17°23'57" 817,00 248,10 14°01'22" 524,00 128,25 H:iE-+--------1------1--- 58° 23' 58" 826.oo 841,91 .. ,.,., ~---"-··-.... l \ :til:Nd:N: If oz Fifi tit@@' t ( ·anon @ SI ••• ,., 0 ;±$•" )No M :i::r ,, rnr«: rt ., i lldffM f ,,.. "ft(;-;; •• t w kt)':t' LOTH V.T.T.M. 13337 ' ' ---------- ... • TANGENT 125,01 64,44 461 , 63 , zg• 06"'E • 7. 73· \B -- --- !II HORIZ• 1•=40' VERT• 1•-=a~ LOTl4 V.T.T.M. 13337 LOT 23 V.T.T.M. 13337 LIN£ "8'' PLAN i ! -----, ' -1 ' I ! 34~001 1 • "f • • r .. i ---- ' ,_ ' ' --,-----+ --,· 1 t j j 1- i •-~-t----;,.._.__;...~ ·:-·'------·;'"'-4""·---:-•-~----·-,-r-··---- 1 .:., .. , .-4. ' ------, . ' . -·----·---'1- ' ----------~- • • - r::::1 I ll ~· ~ ~o-~ ' • ~-~ IY "" t I --,-------- - T ---f ----. • --t 560 550 540 530 ' I i I • ' --j I . - - __ _. ____ ... , . . -_j i -' I ! ---! • I ----.,. . ·-•----l ' ' .. -r- . r -+-- j i ' • I i .~ i CONSTRUCTION NOTES SEWER NOTES. @CONSTRUCT 8" V.CP. SEWER MAIN WITH BEDDING PER I.R.W.D. STD. S-8.. • i ' --+ -;.... . ' -i---, . -.... ---·--;_ ' ' 1 ' ·• ··--+------' -I . .. • .. -,. -. ' --:----·-.. -+ i • ' .. i --i . --.../ t I ' --... ' ! ' ., l @) CONS'T'.RUCT 48"PRECAST CONCRETE MANHOLE R I.R.W.D. STD. S-1. /i:::, @) CONSTRUCT 2" RECLAIMED WATER SERVICE PER lR.W.D. STD. W-2, USE CONNECTION ....-- DETAIL 91 SHT. 103 FOR C.M.1-. PIPE ONL.: . 40 1 !/R, 14 15782 Sheee 51 of 177 20 1/2 0 0 40 1 80 FEET 2 INCHES Inches on orlglnal •• drew I r,g j l • g I ◄ ., .... "'. uc ... ,..... .... Pf', 3-31·'1/ :; r-----------------------:2 -. . .. ~ (;I ~'i-o/° OF CAlffe .6£. 11-3-,l REY. WDlER 5ERVICf ~11, 0 1-,2 ,-• 0 ,o ' ♦ . t, '.., ' . ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY•~ SEWER ANO WATER MPROVEMENT PLANS FOR LOWER LOOP ROAD LINE STA,28+00,00 TO STA,37+00,00 ' I ,o i~ 0 0 ,♦ "' l N • ... ,,-., • ·= I_: • • J ' j). 1 ' . DELTA/BEARING 58° 23 "58 • --,-c- -.Q --<::, ... z ~ ~ ;t: DATA RADIUS 826,00 I ----------;-- • IQ i I LOT 28 V.T.T.M.13337 ~ -l --t I HORIZ• 1 "•40' VERT• 1 •sg• --------r--------------"T"'-,,....,,-,-,~~Si?,,.1LINE. --BYOrH°ZiF.:,) .. ----,. --- PELl~AN HILL RP. fNCROACHMEHTII SllEET 21 Of 31. LEN,/OIST. 841 , 91 LOT 23 V.T.T.M. 13337 TANGENT 4 I • 63 -- .. I:!!) -- LOT 24 V.T.T.M. 13337 LIN£ ''8'' PLAN ----,---• ----+· -----. . ' ' ! f --,___ ... ----- - ; . ----------- j_ I 1 , i a I __ 1 ~ l ·•-+--·-·--+---____ __,_ --.--------:----~--~-~----.... ·-•-""·---·•-·-- t • • [~3!~~~-~-· J __ ~_ , ' l~4!ool 1 ~-- SEE SEPERATE PLAN SET PELICIIN J.IILL RD. ENCROACJ.IMENTS SJ.IEE.T 21 OF 31. . - - . .. . f .. . ' . ---,-.. . -• ------+--- c48.M L.F. 8" 1/.C.P -----··--r ---, ----,---, ----'-. --•· . ---, ··r----_----. ___ : _______ - - .... •---- -610 • l i • ' -Goo . ,---- • I -590 .. 1 • --• ------------------"t ---·•·-. ---.. ____ ,.__ -->---. ~ -i . f- ' ' l , ' -570 . ! . ' ---· ----· ,.. ------' 1 CONSTRUCTION SEWER NOTES : I ' t j ' I I . ! l i -! I .,. .•.• --------. . . . •-.---.. : I : --I-' ___ j --i . -:, .. ---·-• -·· ,J..,_ I,. • !---·~----. :-. -; .... .:. _ .. .l. --t • j t t • ,-·-r··-r·-T··1· ' ' 1 ---•-.l .. 1. .. ~-1---1- i I I -j ·--r--•--i --1-i ··71·-I I : T -] • - I ' ·t -I : ! -j i : i 1 I 1 f ,,' • ' ' ' j I t··, r··r··t·1·r·,·r· 1 \ t " ! l . . , _ _:_.....J __ L-• __ 1. L NOTES {§) CONSTRUCT 8" V.CP. SEWER MAIN WITH BEDDING PER I.R.W.D. STD. S-8. ® CONSTRUCT 48"PRECAST CONCRETE MANHOLE ~ER LR.W.D. STD. S-L DOMESTIC WATER NOTES @coNSTRUCT FIRE HYDRANT ASSEMl:ILY PiR LR,W,P STD, W-5. ~@ CONSTRUCT 2" RECLAIMED WATER SERVICE PER I.R.W.D. STD. W-2, USE CONNECTION .,._,, DETAIL 91 SHT. 103 FOR C.M.L. PIPE ONLY. 40 20 1 1 /2 0 0 3 lnche11 on • UC. #41243 ~ • 1°' Ell', 3-ill-'t/ :, ..,._ -· ....... , ' DR, 14 15782 Sheet 52 of 177 40 1 orlglnal PREPARED BY 80 FEET 2 INCHES • drew Ing llar...all ~~irM v_,,.~<t-1/ ~Co/ COMPANIES -5J'll !a :o --war _,A -• U--IP"IG-' ♦ ,--,------------t-....a===--------------"' l ""; £ 1~4-9 ADDED l!Uf'AENCE TD EHCRDACHMENTIT'EMS APPADVED AS REDLINE KQ. !I. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY-~ SEWER ANO WATER IMPROVEMENT PLANS FOR LOWER LOOP ROAD I 'O I"! ·o 0 :.♦ ... ·"' • '< , ... Cl) 1 .... o• ____ ...._ _______________ -______________________________________ _ •P• SWR LINE •o• STA,37+00,00-46+00,00 - • DR,· 14 J • r i J • • .......... '>·,. I .. I I f-j I ' r 1-1 -----l--~ l·--t ,- • : I ( / : -t--!--+-,--r-y-·-r·--,--,--c- -+ : •-•1 I ' ! 1 : 1· 1 ' l I • DELTA/BEARIN 20°09'26' N 49•15•oo·w 1 .. - . ' 640 ~-+-'----t--. l4s+ool --• - -- f DATA RADIUS LEN./DIST. (654,00 581 . 89 37. 47 • • l47+ool ! 48+oo I v. LOT 28 /) U V.T.T.M. 13337 - 46 ' \I "" .-.::,,e SW/!¥1 OM/IV' -L/Ne ·e- ,s,,=~ St¥T. /(/() ?I f TAN GENT 295.99 • • LOT 24 V.T.T.M. 13337 • • HORIZ• 1 "•◄0' VERT• 1"=8" LINE ''B'' PLAN ) • • pw "t::IZ "' -• "' 0 - • • • • ' 4 • • . . 620 ' ' T i -: . '--------------------. ----·--; ---. , : ,---,-·-----r ---:-----•-·-•-----------•-.. ------ 1--..• _ f .... ·. . 1--... 1 ···-· ' I . ' f --- ' ... ' --i ' ,-- , I ' -+ l -- I I I --, - ' . ----l-- + I ----: • . --j . . . . ---i ----~ . • - • ' • ' I ' ' ' J ____ L ... L. ~ I • ... 1 .... I --+---f--l ' . --! I ' i I ·- t I i l ....... ·----,---, i ' .. !.. -1 . l ' ' ' . ' "'t· --'----~ ---:-------+ --t---+----+---1 -,c.._.,--'--'~--,---,, ->-1-· ·-'----'---; __ __.___, __ ;--_______ _, __ ----, ...... ·----~----1--.. : .. -t----7 . - - . ' , ' . ---: i-. i -i -- -.l --· 1 -' I . ' j I . . ; . i ! . i .. ' 1 ' - J - • i' l I I : -. -t ! i t· -. ; --. ; ' i ! --L. ____ _t_ l I ' ' I --r 1 -! - • 1 ' I I . ' ,_ I • ' ' ' ' I ' I ' ' j __ : ____ ~ ____ ; __ , --L--:-- : · ! 1 1 [ i : _t ___ : ____ l, __ .. l ________ I --L CONSTRUCTION NOTES SEWER NOTES . @ CONSTRUCT a• V.CP. SEWER MAIN WITH BEDDING PER 1.R.WD. STD. 5-8. @ CONSTRUCT 48"PRECAST CONCRETE MANHOLE PER 1.R.WD. STP. S-~ @ CONSTRUCT CONCRETE ENCASEMENT PER I.R.W.D. STD. S-10 TYPE A. • DOMESTIC WATER NOTES @ CONSTRUCT FIRE HYDRANT ASSEMBLY PER l,R.W.D STD. w-e. 40 I 20 112 • DR, 14 15782 Sheet 53 of 177 0 0 40 I 80 FEET 2 INCHES 3 lnchee on orlglnal drawing I -j . ' -:-·. ' I PREPARED BY : 11.,.All !~~TM -~~ri1. ! • I 119JI COMPANIES ·::::= !1~.-. --na, _,. -· u.. -• i,rn.__ ... -.... --,----------1r----------------------.. ,~ ORAN E COUNTY I • ENV, RONMENT AL MANAGEMENT AGENCY ~ t---------------------'f' SEWER Al«> WATER IMPROVEMENT PLANS FOR LOWER LOOP ROAD LINE "B" ST A, 46+00,00 TO ST A. 52+56.54 1 •o :o ' . '< I,-. "" ' . '"' • ... ... • MARK DATE DcSCRIPTION PREPARED UNDER L SHEET !f ~==="::,=::-c';:::::"':'.:..:.='---JSUPERVlSlON OF p 1-----:--.'"R,,,_E,_V l:.:S:.:lcoO::.:N.::cS ___ 4 WLLJAM EL WHEI;; _ . .C , 400F ! ~ DESIGNED b.e. SCALE DATE OWG, NO, •oc 1 --~,o·,_.£,.____________________________________ ---'°·--------------------:-1°~~;::~. --.s ~~E_.l(!E:==, .. a ..... "!--~~!i.CI~-~~----'---------_.-:-::12~!_~~ L,!.,.-.l-----..---.. •.--'-..... _--:,-~-...i-..--.... --.-..1.--------1---------------------------------.---------•-----: . , . . , ·D f\ JL/ ... JS 71 ').:". swR LINE ·e· STA,46•0Q.00·52•25,41 • 11sco.2JJPF• Jose 2sos 1,-s.,-eo oJ•J7 PM 1 >o•~-•~~--· ·-~-.. ·---:c\•-.~-·--·· ·,-~.-.. _,.._, ___ ,., .. ~,.-~~--... ,_., .,, I I • i , [ _1 I ., ' 4 ' _-; r l\" -· ..i ', t • r n ·•·• tridrMt::111 t e:r, • • ...... _" I p. CYP n . - ' I i . -.. i . I ! ' l I l I I I I I ~I ~I I ~ ~ I I :, ~ 1 I I i: ~ ~ ~ I I ~ ~ l ffi ' I ! I I f I I I i I I , i I I I I I I i ! I I I I : I I I I I ,' / DATA • --i --•• + ... I I I I I .. I .... .... • -"' + • I 41 LOT 29 -• I , \ . -· .. - LINE "C" - - I ,- • • - . - .. <. 2 --·----+ ·-----·-- 630 • i I j r ! ·---... --·----·• -; r -+-., ... • I i • ; .. ! ------•--. __ ..., ---~---+---~ ! ' I --' -+•------• --- . , . , I . ! : ~-i " -----,. -------,------!----'- ! T • l .. l i.Ll.L _ . ' ' ' I ! ' .. ' ~ __ , -+--~L-t-+--J-- -< .j -! -,__ 1 I ' ····+ -i .. ~-~ ·--+-_, •. -i--~---;._- l i ! . ( ,,._, +--.... ..t. -·· j ....... -\ i ; i ! ···--· 620 -·----···---------.. - I z.i • ,. "'. : ' ) . -··---··-··t··· -· 610 -: i --~ . 610-. " , ' -' .. ----1----: ---___ ;_ 600-_;_~ .. • ' . ; ' 1--.. ; ' ~ . _,_ ____ . @coNSTRUCT BRICK AND MORTAR PLUG, ~ ~ @REMOVE AND DISPOSE OF EXISTING . 8" V.C.P. SEWER. @ CONSTRUCT 8" D.I.P, CL.ASS 52 WITH CAP, THRUST SLOCJ( AND SEDDING ID PER 1.R.W.D. STD. W-11. @ CONSTRUCT SLOW-OFF PER DETAIL 5,SHEETW-34, - l)Jt. 14 15782 Sheet 54 of 177 • . .. ' -610 -' . . ' . --,., --' --. ' ' ' • ' - - ; -.----T - -I 1 t .l . •--• L. __ _J. ! • • 1 . -l I ; I - ' I ' • -"'-•-----' --'--·-· ---·----.• ---_. ___ _:_ ----'----·---• ---'---•-• CONSTRUCTION SEWER NOTES I I ' • ' ... .;. . !:a: ! "' . -'-..... i Cl . -' .~ 7----j i:i @ CONSTRUCT 8• V.C.P. SEWER MAIN · WITH SEDDING PER 1.R. W .D. -S-TD. S-8, s Q CONSTRUCT 48.PRECAST CONCRETE MANHOLE PER 1.R.W.D. STD, S--1. @REMOVE EXISTING PLUG, @)CONSTRUCT CONCRETE ENCASEMENT PER I.R. W .D. STD, S-10 TYPE A. DOMESTIC WATER NOTES @coNSTRUCT 8" A,CP. CL ,~o PIPE WITH CAP, THRUST BLOCK AND BEDDING f-SllJ-;R,W.D, DWG. W-IL @CONSTRUCT FIRE HYDRANT,ASSEMBLY PER .R.W STD. W-~ £@)CONSTRUCT 2ft RECLAIMED WATER SERVICE PER ~R.W.D. STD. W-2, USE CONNECTION DETAIL 91 SHT.103 FOR C.M.1-. PIPE ONLY. 40 1 20 1/2 0 80 FEET 2 INCHES lnchee on orlglnal drawing I UC. oil41243 r-----------------g . . ; Ill "' ', «D 0 I 'O '.O • ig AGENCY ',t SEWER AND WATER IMPROVEMENT PLANS FOR ' LOWER LOOP ROAD LINE -! I .o !o ' . ,o ,o ,+ !O ,_ ' . ·< , .. ; 1/) • I~ DELTA/BEARING RADI.US LEN,/DIST, TANGENT ,1nt,1AooEDl"WArElf 4 . :::_-1-.:_::.::_;_ _____ -lr------r------f------7 I'-'• ~E FfVICE CO~,=!.,:!! i,NO~t!.!£'4,;;...,='n.,.;;:,-.----,-,-r-J,;....---,---j'----/-,-:=:c;"-' ,;_ STA. 10+00.00 TO STA. 17+00.00 I 18•51 '45• 596,00 196,21 99,0Q MARK DATE DESCRJr'TION PR~PARED UNDER SHEET •:C 1-"'===----'=='-'-'--"---SUPERVISION OF 41 l- i-1!¥-+--------+------t--:---:---t---::2 ------1 p L AN J-__ ..,Re.,E,_,v_,_1,,_s1,_,c;,,,N,,,s __ -4WLLIAM E. w c.E. 4 1 2 4 3_ OF 1 . ~ ... ..,.~~o~s":•-:0~2~•-:4~3:-•~~-,:-6oii2~4;.;·,.;o~o;._--t--.5:4::--· 9~5:"""""lf--.::.:.7_._4~9~-i DESIGNED SCALE DATE DWG. NO. 127 , ~ _ N 11 • SI' ., 3 -W i;i. 110 \ "•'\□.:_• ....JI----------•---------------------------::;;-------:;:-:-;;:;-~~ D_RAWN,_ .. ~ _ _,,,,.., • ..,.rJ9Ht0~ED AI_SJ!OWN ... --U> _;...,;.;;.i. ______ ..:..----------------~-----------:-:----------.._ ~ 1 •P• SWR LINE ·c· STA,10+00,00-17•00,00 -115(0,23lPF• 3098 2608 12-s,,•89 03•53 PH/ J098·999 p ,a r I I J 1) ({. I Ll -: Is 1 l,., " I • " - - ---1 . . "j • 'Fl. •► t M CiW'.Nt)f-,._,t·;g f-0 ff hlhh C I ,. r•. ,...-----L.·------------------------------------------------,... -·-----------~ ' , I ' I . --. ' ' J ·-1. __ ~--· ! ' f • ' ' I l . r -·-, i 117+00 I I I r-"':) DELTA/BEARING RADIUS LEN./DIST. DATA 1) s1•15•17• 624.00 558.21 1 Ill t Ya tl f TfPlt :· «w s,,uwa •t••rht *••· \ ; . -, . . .118+001 -- TANGENT 299.34 LOT 27 V.T.T.M. 13337 r . i ---+-. ·--l----•----+--, -- ' ' I 120+00 ' ' --... LOT 28 V.T,T.M. 13337 i ... LINE ''C'' ' .. : -t - 41 - . j I HORIZ• I "=40" VERT• LOT 25 V.T.T .M. 13337 PLAN 1 •-40• ····- ' ' :_/ • I I I i -.. , - i \ .. ! ·-- ! .., -650 ' . ' ' ' . --~---~---·--•---__ , _-,_ , ----' • ' i ----------__ _;-__ ! -4---L ____ '.,. --< ---.l. ' ' SE!: SEPERATE PLAN SET . : ... __ . '. ' ,. J, ·--~------ ' . j. P~LICAN Mill 110. EHCllllACMMf:NT9 SM~~T 21 OF 3l. .. '. .. --. _;_ . ----+--l • --T ----. .;_ --i--"•-- 1- ' ---+. -• -r -_j i • ' ' J ----., .... -·-•----~---.... --f I ' ) -. ,. I . .. ,-, ' t ; ' ! ....... i ' • --•••• l--•• T" ' -' - - I I ' 1-1 r 1--l·-•· .. ~---~---:---t_ --1 -·r-·r·---r-·r···i---··i--r--1 ---r r 1 , ' - - r ··t · ---l :-------! ' i . ' ! j -f ; --t -t -T 1 .. l -j i l -i . ! -I l l t -f ---, --"t -·-·t· "". ---·-• -- .l - . 'i •. i . I - I CONSTRUCTION NOTES SEWER NOTES @ CONSTRUCT 8" V,CP. SEWER MAIN WITH BEDDING PER LR.W.D. STD. S-8. @ CONSTRUCT 48"PRECAST CONCRETE MANHOl.E PER LR.W.D, STD, S-L DOMESTIC WATER NOTES @ CONSTRUCT FIRE HYDRANT ASSEMBl.Y PER LR.W.P STP, W-5, @CONSTRUCT 8" A,CP, Cl. 150 PIPE WITH CAP, THRUST Bl.OCK AND BEDDING PER I.R.W.D. DWG, W-11 • DR, 14 15782 Sheet 55 of 177 40 ~~ ..... '"' , .., UC. #41243 O 40 80 FEET 0 I 2 INCHES on orlglr-,;::I drewlny ' ! l I • 'O ,0 ' . .,, I') ix DP.3-:}/-"1/ --------------------:g PREPARED BY -11., .. 11 i~~TM i ,.., "' ''11\ll' COMPANIES -=ii" ':g ~ dl--... ,_, ______ .,HI__ :.,:. .--------------1,-... ..;_,,;;.;;;;;_ _______________ lN ORANGE COUNTY • Z ADD£D R~m!EHCE TO EM[l!QRtMHEIIT ITEMS Mr.l?YED AS REDLINE ENVIRONMENTAL MANAGEMENT AGENCY•~ SEWER AND WATER IMPROVEMENT PLANS FOR LOWER LOOP ROAD LINE '6 .o 0 0 •♦ ... -• '< ,_ ,Cl) • STA,l7+00,00 TO STA,24•05,54 i~ 11:::,. r!H/" ~!L-J,_....,;;-;;""'1.-:'77:-,S...:...-:----,--r--.f-_;4-::_,~;·:::-':~ HARK DATE DESCRIPTION PREPARED UNOE. SHEET ~ SUPERVISION OF 1----.'R,0E~Y~I S~O=N=S----+ WLUAM E. W 42 DESIGNED , SCALE DATE OF !°' ----·--------·---·---------~-::7:::----DRAWN, _ _, _ _,J£1i~ _KED ___ A,S_S'!,0'!_1<,..._ ___ ._ ______ -.Ji....~L .• ~ ,.. •P• SWR LINE ·c· STA,17 oo.o0-24•06.54 -115C0,2J]Pf• 3098 2607 l2-s,,-69 03159 PH/ J098-i199 f .S_ .1 _i _,.,.. . J . I • ,r I l -, ·. r " - .: t ~ f. • • , • l - -. -. ,., ... -----' --···· . --' --.. , ..... "" - - . - - .. -. -- - . ... , . , .............. . --· ' '" .. ... -+ ., ···-····· ~ ... :." -·-"" ' -,. -----·· --' ---j -___ , - -l - .. t· - - - ,-- -------l-- --·---+-. -, . 11+00 12+00 • . I 131-00 14+00 ' ' --ll I~, •. -;; 17 l • ,J I \ ---.;:... -: ~ I)': 1-~ ---·.r= : "_ 15+00 I I \ I ! \ ~ ~ -~. +--+-.--+---+---+----,-+--~ 41 in -------~ -_ "" 16+00 ... er... ' '-, . _' /'; l\'::..j·)('/' ,-. "' -l '-'-•'"'. If)'":,// ._,.-.j__/ / 1// • --'.?q,r I '? o,O}[, / !: I I l I , 1lJ I i ~ /I 1/ ' "'" , .. ·--__ +-• ····-·-· ... , .... , ...... , ......... ,., .... . . -----· ··-·--., . ----. -·--,.,_,,,_, '"''"'""" --·---• -·· --. "'"'"" .,,,, __ • Hi 17+00 ·-. .,, . . ---... __ _ -:-:--.,-1 C/, -~ot~\q.o• -V ' 76- _._:.. .... , ... , ,.;... i -·-' - - --. ---L -' ""' . .,_,., __ + -i---. . --f-. -l. 18+00 19+00 _____ _,_ ···-< • 1----- --. . --. ---- ..).: .. ,_ -_ - ----·--.. ---,,, . +. " ------· ,_,, ___ ·-···· ·-----···· .. ·-'" ,_,,_ - '.,. "" ,---. -------- -, ........ ,., .. ' ' . "'" . '' "' ' -+-----+--+-+---+-+----+-' ..... , ... ---- .., ..... --. : __ -.. t. ---, + ··--.... ,., : .. , ,. ------------., -· ------· ............ , .. ____ ,, ... , ........... . --. ---. -·-· ,., ...... . - • ---·-·-····· ··--·-...... _ ' ------• • -· • .., ... """"""' ____ ,,_, ""'"'"'" -----, --__ :·----.t- ,._, ______ ,, '' ' . --· .... . ---"' . -·-• -- CONSTRUCTION NOTES SEWER NOTES CONSTRUCT 10· V.C.P, SEWER MAIN WITH BEDDING PER I.R.W.O. STD. S-8 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER I R.W.D, STD. S-1 REMOVE EXISTING PLUG, DR. 14 15782 I Sheet 56 of 177 . ...... ,_ --·---""" 40 20 I I /2 0 0 40 I BO FEET -2 INCHES - PREPARED BY • THE KEITH ' COl'f'ANIES ------------ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SEWER ANO WATER IMPROVEMENT PLANS FOR LOWER LOOP ROAD LINE: "D" U-1-!Z RiV.1D"PIPE FROM V.t.r. TD P.V.t. trEV= L.F: OFF/Pl! I 1lfll ~)j!A i51i:j St..DPf£ _ STA. 10,co,oo TO STA, 17,68.00 fD~E~SI~G~HE~D':'::M~-T--..,..------1 SCALE PATE DRAWN N.A '-CHECKED AS SHOWN DIIG. J J • • ' ---------- ----- - - ------ ---- LOTl6 V.T.T.M. 13337 I t, o9 ------- -------------. ,, LOTl7 V.T.T.M. 13337 -·--- - 'F+----------- STMM OlrAIN k1 r '-'1•'7 ' I I ----- ----------· - .... ----------- • - - -------------------- . ----- - - - -----·-· ------ - ---------------------- ------ --------- ------ -·------ ---------- GAS Sr OT/i£RS -ll LOT 4 V.T.T.M. 13337 ------ --RW. ----• ~ ------....:====== -- J I ·11) ------- --- PROFILE HORJZ• 1 ••40• VERT• 1 ••a• D0"'1c51IG WAT<!1" 81 1./f.W.O. • .,. -- ------------ ------ ,......t: .,. • LOT A V.T.T.M. 13337 ---- -------- -- - - ---- ,,, ... ----· --- --- - ---- ---· -- • -------- ---___ ----- - - ---------------- - - - ---------- ·---- - ----- -- -- - - --- . . .. .. ---.. ----------. -------------__,__ ---------·---- - . -----------------. --. ---- - - - ------ - -----------· ----· -- - -- ' ----• ----. ·-------------------------. --- - ----· --------- --- --. ------ - . -' ·--- CONSTRUCTION NOTES DOMESTIC WATER NOTES @) CONSTRUCT FIRE HYDRANT ASSEMBLY PER I.R.W .D STD. W-5. DR. 14 15782 Sheet 57 of 177 - --- 40 20 0 40 1 80 FEET 1 1 /2 0 2 INCHES ----J Inch,, on orlgln ■I drawing PREPARED BY THE ■ KEITH COl'l'ANIES --- ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ~,,-, ~ ,_, 1(8'/$/!D :>J',1. fJ f vc:;,v.., 17.'~'3':--:/=1-'''Wl=l-!::JVl!e,;SL_ ___ _jle.., SEWER AN) WATER IMPROVEMENT PLANS FOR LOWER LOOP ROAD STA. 20+00.00 TO STA. 31+00.00 p L AN taf'R fNAft=K=DAe.,T.,,_E'==::DE~S~CR~l.!:,PT!,!l~DN!!...__jPR DRAWN PJA CHE KEO AS SHOWN 1>118, NO, SHEET 44A OI' 127 L--1---~-------------------------------------------------------------X=~~:::l------------------------:::--:--::-:-:----::-~:-:----:----------~::-~-:-::H~~~R~E~Y=l~Sil~OiNS~ SU • •• 0' DESIGNED SCAI.E PATE DR, I l/ .'. 1 '5. 7 j V •P• ST, !NI', STA,20•00,00-;io.54,12 -21t0, 3JPF• 3081 2108 27-Ap,-IO Ototl PH/ 3098-3102 .. ' .. ~ I l ;I J .1 '••1-•-~··---··-..... ,~~-· -"·-•-•=-=1: ·--•~·-..... _.,_,.,,_,, .. ___ . -· _,_,.,, .. ~----........ ,.,..__,,_,_,_._ ...... ,.,....,_~----··~~-.;. .. ,.., ., .... ,~~-""·'·--•-~,.. .. - - , .... • J I • • • ' I ' ' ' • ------------------. ---, --- ---------------- --· ------- ---------- • -- =Joooo ·- - ------------,, __ - "' -• il'i i ----------·---------·--- • - ' -' ---- ---- ------------------------ G RW ' --------11111---1------ LOT 4 V.T.T.M. 13337 -- ----- - ------- • ... G --I ----------+-!!-:.,---------------------.,'-'---~ OOMesr,c W-'ITER .. , j ·• SY I.R.w:o. • --------------- --" -- --------. ----- PROFILE HORIZ• 1••40' VERT• 1 ••a• • ------- - ... - ' I -- • ------- -. ----------- LOT 5 V.T.T.M, 13337 ,_ __ 5TO/\'/VI DKAIN Lll'IE '8'' I ---- -' -- I -~==:.:=:--.;,1-I _ - _/ LOT A V.T.T.M. 13337 • --If -- PLAN 1 •-40• ----------------- I G I JP. RW -- --------------· ·------------- - - - - - ---------------• --• ----------- -----· ·---------- ·-------- CONSTRUCTION NOTES DOMESTIC WATER NOTES (@CONSTRUCT FIRE HYDRANT ASSl:'.MBLY PER I.R,WD STD, W-5. @coNSTRUCT 8" A.CP. CL 150 PIPE WITH. CAP, THRUST BLOCK AND BEDDING PER 1.R.W.D. DWG. W-11. RECLAIMED WATER NOTES @) CONSTRUCT 4" C-900 PVC PIPE WITH CAP, THRUST OCK A D I G PER l.ft.WD. • W-11. £@) CONSTRUCT 2" RECLAIMED WATER SERVICE PER I.R.W.D. STD. W-2, USE CONNECTION DETAIL 91 SHT. 103 FOR C.M.L. PIPE ONLY. 40 1 DJ!., 14 15782 Sheet 58 of 177 20 0 1 /2 0 - 40 1 -- 80 FEET 2 INCHES Inch,, on ortglnol drawing PREPARED BY THE KEITH COl't'AHIES • ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY NARK DATE DESCRIPTION REVISIONS SEWER AND WATER IMPROVEMENT PLANS FOR LOWER LOOP ROAD STA. 31+00.00 TO STA. 40+00.00 PREPARED UNDER SUPERVISION OF 1-"D~ES!!l~ON!!:E~D ------~ SCALE DATE ,01/G. NO, CHE KED AS SHOWlt HEET 44B OF 127 •P• 8T, lit', 8TA,:IO•l4,12·40•00,00 • 21C0,2JJPF• :IOII 2110 27•A,••90 D1•S7 PN / JDIB·J102 l ••" i f> ' I • l J • ' . . ' ' ' • •· ---· ---· -----·------ - - -- ----. -----· ------.... ------- ---------------------- _j.= - - - ------- ------- ----------- ------·-------- ---- -- ----- LOT 5 V.T.T.M. 13337 • ------· ,. I j ---------- ------------ ------- -- - - - - -- I ------- ---_::--- -------- ------------ - LOT 8 V.T.T.M. 13337 8y(j11ltKS G,AS -Ill) --RW - ---=~-- ------ - -- ------- -- ---- a . ------ w-- -- I I -----------··· - - --------------------------- - - ----. --- ---------- - . --- PROFILE HDRIZ• I "•40' VERT• I "•B' lflfCI.AtM!i WATE,R sy ,.~.w.o ---- -----== -=------;:::-- ----~ --"gMEST/C W,lfrE"/f r I. ~-W.D. - LOT A V.T.T.M. 13337 ...... I I • • PLAN ------ ------ LOT 9 V.T.T.M. 13337 LOTl5 V.T.T.M. 13337 ----- -------------- --- - - ----- ---- ---- ,., ,., - - Dfi:::.---_ - \ ----------- sm,o;1,., P/fAIN LINE. "C• ----- --- ------------------- . -- - - ----- ------ - - - ---- ---------------------. --- ------- CONSTRUCTION NOTES DOMESTIC WATER NOTES -------___ - -® CONSTRUCT FIRE HYDRANT ASSEMBLY PER I.R.W.D. STD. W-5 . Q CONSTRUCT 8" A.C.P. CL 150 PIPE WITH CAP, THRUST ~ BLOCK AND BEDDING PER LR.W.O. OWG. W-11. @) CONSTRUCT 10" A.CP. PIPE WITH CAP ANO BEDING PER 1.R.W.D. OWG. W-11, RECLAIMED WATER NOTE~ @) CONSTRUCT 4" C-900 PVC PIPE WITH CAP, THRUST ,,--r;:---""';:~LQ!: ANP l:IE ING PER l.ftW.O. OWG. W-11. fil @coNSTRUCT 2" RECLAIMED WATER SERVICE '---PER I.R.W.D. STD. W-2, USE CONNECTION -G- - ------- --------- DETAIL 91 SHT. 103 FOR CM.L PIPE ONLY. 40 1 20 0 1 /2 0 - ' DR, 14 15782 Sheet 59 of 177 40 1 80 FEET 2 INCHES -- lnchea on original drawing PREPARED BY THE KEITH COJ'f'ANJES __ .._.,...,._, .. -........ • ADDEO Z .. WAr6/II ',: ,., s"'ffwC/tlCON51C M:)n!', UJ 1'1/lt'IOVEb 51' &/A. HARK DATE DESCRJPIJDN REVISIONS ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SEWER AND WATER IMPROVEMENT PLANS FOR LOWER LOOP ROAD STA. 40+00.00 TO STA. S0+00.00 t,:D:.::E;::;Slc::.GHe,::E:::.D.--t-'F"•--~ SCALE DATE DRAWN D\IG. 110. HEET 44C OF 127 CHE KEO AS SHOWN •P• ST. lt1P 0 &fA.-t0•00,00-50•00,00 • 21tO. 3JPF• 3098 261\. 27-A,. .. -ao, 01159 PH/ 30.98-3102 1 • • ' • • ' • • • I ' . ' . .. J • • o'4 ( . . . . ., --..... , .. --a- ~ "fl,S"/~::i • ~ !! ~<' ;sf ~ II) r,; I.: 'u I ------~ -'I'- I ..... -~ i -- <) CJlT' RV -"' -, . I'- ow -- 9 -~ ,;.AS SY orHElf5 /)()ME5TIC WATl=R er 1.1r.w.o. - -- .. PROFILE HORIZ• 1 "•40' VERT• 1 •• ,. I I lf'ECL.AIMEIJ WATe'R'. HY I. R'w'. 0. -- --RV - - DV ; • ~ ~ -R - LOTIO V.T.T.M. 13337 r-. J ~ > t ~ fl) ., ' "' I\, V) fil - = -•Q -- - -----..,L------------~ • LOTl5 V.T.T.M. 13337 ST0~/1'1 PR-'IJN LINE •o• PLAN - .... . +-+- CONSTRUCTION NOTES DOMESTIC WATER NOTES @ CONSTRUCT FIRE HYDRANT ASSEMBLY PER __,,,~~. W.D STD. W-!5. I::\ @ CONSTRUCT 2" RECLAIMED WATER SERVICE I.D. PER I.R.W.D. STD. W-2. USE CONNECTION DETAIL 91 SHT. 103 FOR C.M.L. PIPE ONLY. DR. l4 15 782 "' .·.~ Sheet 60 of 177 40 20 0 40 1 BO FEET 1 1/2 0 2 INCHES -- Inch•• on orlglnel drewlng l PREPARED BY THE KEITH COlf'ANJES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SEWER ANO WATER IMPROVEMENT PLANS FOR LOWER LOOP ROAD STA 50+00,00 TO STA. 60+00.00 ' - • \ \ \ \ \ I .... .... ' I \ \ , ... ~ ~e ,v(L-) .... .... -- -- • 75' SitJ£WAi.K -f --_;;;;-;;--::::===------ r \3+00 -:- 14+00 - -- -- --7. 6' S/IJEWAL!<. i -- ~ -- ~ .. . ... ... . .... ... ... ... - ...... REVISION NO. 6 ONLY PREPARED UNDER THE SUPERVISION OF: ADNAN HINDEYEH, P .E. R.C.E, 4225 T.E.1488 DATE: 1/10/92 - .... -f? - L flt s ., 11' •• , .. 10' T. ,. , .. w IO' 0.1 .. 0.11' ,,. Q.IT' 0.11' ,.. 0-~· Q.79' -- Y~2.25\Y([l' L • LENGTH OF TAPER W • MAXIMUM OFFSET DIST.ANGE X • DISTANCE ALONG BASELINE Y • OFFSET FROM BASEUft.·E DIST,f\NCE X , •. "' ... 30' ... •o· . ~ , .. , •. , .. ... ••• 12.s· ,O' 37.9' ••• H.'!I' 10· OFFSET y ... ,· I.IIO' 1.11· O.oo' ..... 7.50' ..... '1.15' ... ,1· , . .o-.... 1.25' I.H' 1.00' 4 Oo' ,.oo' 1.50' 9.00' ------=::::::::~ -- •• ... ••• • •• ••• ••• 17.S' ,.. ,z_,. ..... ..... , .... t.◄t' 10.31' ID.IS' 10.31' 11.29' 11.81' (/) -i J> N "'-I\) 0 ... 0 0 GENERAL: ALL PAVEMENT MARKINGS SHALL BE APPLIED IN TWO COAT FASHION ANO GLASS BEAOED PEI! THE STATE OF CALIFORNIA "TRAia:flC MANUAL", SECTION 6, AND SECTION 14, FOR "TRAFFIC SIGNS , AND STATE Of CALIFORNIA "STANDARD SPECIFICATIONS'; SECTION 84, OF THE 1988 EDITION. ALL WORK SHALL BE PERFORMED UNDER THE DIRECTION OF O.C.E.M.A. TRAFFIC ENGINEER. ... 11' .,, , ..... 11.00' U!.00' © ® © a" SOLID WHIT! STRIPE ,DETAIL 38 4" DOUBLE YfLLOW STRIPE, 0El711L 22 12" SOLID WHITE STRIPE pj).INTEO LEGEND WHERE SHOWN ® ~11:------;;;11 ONE· WAY YELLOW PEFLECTIVE MARKER DETAIL Zf' ® (i) ® @ ... kEEP RIGHT ; • I R7,R7A ' ,. ,i RAISED MEDIAN MARKING PAINT MEDIAN NOSE WITH HIGHLY REFLECTIVE PREMIXED WHITE TRAFFIC PAINT WITH GLASS BEADS. INSTALL FLEXIBLE VERTICAL TYPE K MARKERLR7 OR TYPE N·I ON TELESPAR POST AS INDICATEu ON PLAN. INSTALL YELLOW REFLECTIVE PAVEMENT M~RKERS ON TOP SURFACE OF MEDIAN CURB NOSE AT 2 C .C. SPAaNG (MINIMUM-5 MARKERS) PLACE REFLECTIVE SURFACE OF MARKERS PARALLEL TO t OF ROADWAY. 1 DETAIL A 1/2 - 'Dll, 14 15782 Sheet 61 of 177 0 1 2 3 lnch11 on orl9ln1I dr11ln9 PREPARED BY THE KEITH COlt'ANIES I ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STRlPlNG PLANS FOR LOWER LOOP ROAD ITA, ,c,.oo,oo TO ITA, JO+l•••2 "A!IK DATE DESCRIPTION REVISIONS SCALE DATE DIIG- . ~. CHE KEO Al SHOWN 1------------------------------------------'""'!.------------------------------•.---------------------------•1)~-({--.--1-1-:-_•.-"'.l:'°,-:5:_:-7::;--:~A.~=-~----~.:j:p N I 10+00,00 • 30•54,12 • 52t0,23JPF• 3088 1701 Of 127 aa-s.,-aa 10,51 ,,,. , 3oaa-a11a 1 . . . . . ,.,,... l \ • •• J ~ t-- IB :r II) ~ II) 8 8 + 8 -• ~ I~ I UJ ,t;;. ..J :I u ~ ~ , I\ -) .. ' ...-' . ► v. ~ -,.---.r:e-r.zc, -v . I·•' /, -· I r ,.... I • . -- -- ..... ... - • .i l fw ~ ~ ·- 1>! r I j ./---I "'I $ '!! • ' -JI '\ --"! - I ~ '!: ,- ' !:! ~ -I - w -<-- I I ~~-~ I • . ~ • ~<l'.,loQCM ( Ty,"?) e~"tD'frTE 'L)Eff://(_ ~) I I r©.QeT,<l,t:_ "l> ~ ' • , ~ " I J ------- I I ... . . I ·,o I --. -. . . . - ' ~ --. ' ~ . I "o -i: "5 • JI -!i . . - I I . - I , / I / "d) ' I I I • ' ~ I . I I I ,. - ' I I --'. -;;j ---- I ' r· "4-$'"~ -~ &!SG'R>P @0€rt<Jt<-~ - B(;" ' , ' ' tfJOlcS THIS SHeer I 0 fZJ/9 G6C£-Wi:: ~ f:JtUO t::£m1cs SEE SHEET • ® 8 fw ' 8 iii "' "<II ----• "$ ~ I() ,o '!! 'i(I i w "!' 2 -, .J ~ ~ -- :r "<O u ~ t ~ ........ ,3 t~} 0,-'r"~ -® OG"TAIL z,:;, ~~ ~....; ~C/AL 616N ~,,__, Pl,PAIID UN:i-1 THI SUPIIVISION Of ,~~I DATI ,f •l1·82 HILIIIT WllllAM DICIUiON 1.c.,. No. !'1417 TRAFFIC ENGINEERING ,ii\ t-terman CONSULTANTS \Y kimmel and Associates 3300 IFI\IIN£ AVENUE, SUITE 180, NEWPORT BEACH, CA 12880 1714) 162·1&11 ~ -- I • ( ,/<;'T. ,AR,-a::)W_) @s~c/4<'.lL GteN .. A /I _ _J {LT-ARROW) t ircmbtnmrt w.-11 t:Jtttx:twee:: rr2rrt1trt:rt rrirr I s I f""'-··--;;w;: 117 't r ·_ lii!t-hf t :rt: 7 EPTVrlttt:t $t ·: 15 lbstt t . © '°. (V,<f/71!!:: PELICAN ( OETAIL .39 J --' _____ "T' __ _ 'I\ ,__--@TY.AS" .LY,:......---' @=mi, ~ - , HILL ---~r------ -n ,---- ••::1 (' II . I • 11!l1,: ,, ' , .. '' ' ' ' ..--::-, ' ' '' ' E.)(t5TtlVG---,;:,• zo'l :eo, ICY DETAIL e'c F'-t-==-c,+;::, :.......,F--1, ' I ' " ' ROAD TY , EXIST. Rf r,-. -+ oeTA/L 39 ISO' STOfi'At:£ 1.s•:: I /S' OETAIL-C:b ©b"<VHIT€ ~--~(0€,Tt<)/(_ "") £XISTIIV0--- 0ET.l//t.. 38 " SOUTH LOOP RD . .PER 711€ KE~ <X>. PU'/IV,5'. CJ{ober1 C":/Jei11,,'William'P10st ® c5'lssociates SH -CO/./GT.l<!f.lCT/ON Veh"ICLG'S . Alt:'~~ • J . r--f Z Ci H GX/ p Wh-'/7E { C?:7;,:J/L 8<:::'A_) r-12 DETAIL 38 2\-- ---- -------- 5.A=:C/AL SIGN .,, A" • s.Pa:;/AL Sl0N ~ " (RT.AR.ROW) ~-z c," WHITE (CET.4/L .3~) ~ ·.o . -- !:! 350'.57i 'RAGE /ff) "t(I ., owv. © 0£T,<lfl. ~ e,· '510€:«.YX.H: (7Yt<>.) • APPROVEO rz.w -- Dll. 14 15782 Sheet 62 of 177 TRAfflL Slb~l~G ~ STRl~I NG Pl~~ Pell CAN HI ll ROAD ~DA_T_•.1-•_,_,_ ______ o -•-•_c•_••_r_,o_• ___ ~!c..•_•_•'_o.L, o_•c..r•'--J-.,..D--cES.,..••..,,•.,..•o~+-o•-•~w-•-~ CHECKEO DATE -MMII •• ·t ill: mu trw I g Ff T"IIN %2' "I ·:slrir<* ·: r·zrc1r:1 1rm't7 nntn EVISIONS f:: !Mi 1@ , ' 0 0 8 + !P - Ill z .J I u ~ L 0 0 ~I I- Ill UJ 2 w -I .J U') 1w Uw ~(/) ~ . Of ___,1=27.,__' _ • ' ' : ' • ; V,; (\J -. ,;t IO -t- 0 "' -• ... ., .; .., IO to ~ <;I°· . <t ~~ 1 c:::a.,...,e,,, ....a 12 5' ac. PLAC.E. t::a,.JfS,"T'1E't.lc-r1e,A.1 T1i?AFF'tC OB.-11'.li!!,4iz::R:3 (a,;,,"Mw. 1-1e1e-ttr) Ar ee; 'o.c. O"--"-"'Aa:xe ~~ ~ -- ee JI-.J~L.L..Y""'" IL.L.I..JivtllU4"TeD OR! F'R!OIIOl!E.O ' t------- Wrn-1. e," /f!?e,.,_cc-rtve 611-\lete-WM1TI: !SL-eevee "' ... • ... "' ~ .., r,-..,,, © TY'P't:: . IV (I.) 7.5' S!OEWALK -- -- I II I II II 150' -J6+00 ti • : ..; ,,. -- -- , :-. . ....,..,... _____ 7;!' S/OEWALK . ... __ .· ~--L---½+- D£1i4tL ')!' R/0, "TYPE K • • REVISION NO. 6 ONLY PREPARED UNDER THE SUPERVISION Of: ADNAN HINDEYEH, P.E. R,C.E. 42215 T.E.1488 DATE I / 10 /92 • • • - SIGNING AND STRIPING SHALL CONFORM TO LATEST CALTRANS TRAFFIC MANUAL, THESE PLANS ANO THE SPECIAL PROVISIONS. SEE CALTRANS STANDARD PLANS A20 IA-C) AND A24 (A-D) FOR STRIPING DETAILS, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS. -- ---===~-====== .. "' s: l> &. -I(/) (') IT1 :c: IT1 c(/) z :::c f'T1 IT1 rr, U>-1 ~z .o • 8" SOLID WHITE STRIP!!, D£TAIL S8 4" DOUBLE YELLOW STRIPE, DE'llllL 22 12" SOLID WHITE STRIPE ® =11~--~II ONE-WAY YELLOW REFLECTIVE MARKER DETAIi. 26 0 ffi 0 INSTALL NEW SIGN(S) AND POST. NEW POST SHALL BE 4• • 4• REDWOOD POST, SIGN SIZE SHALL BE CALTRANS STANDARD SIZE UNLESS NOTED OTHERWISE. PAINT ARROW OR LEGEND AS NOTED. CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL SIGNS, BARRICADES, DELINEATORS AND OTHER NECESSARY FACILITIES FOR THE PROTECTION OF THE PUBLIC. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION TRAFFIC CONTROL AND TEMPORARY SIGNING UPON COMPLETION OF CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. --... -----==:::::::: --(JI+- -- • • ., -• ... .... + I;! 39+00 • --.. i;i • " ~ , • --0--J + 0 0 0 0 + 0 ,;t ll • ~ CD ® @ RAISED MEDIAN MARKING 2 PAINT MEDIAN NOSE WITH HIGHLY REFLECTIVE PREMIXED WHITE TRAFFIC PAINT WITH GLASS BEADS. INSTALL FLEXIBLE VERTICAL TYPE K MARKER,R7-f RIO OR TYPE N·I ON TELESPAR POST PER O.C,E.M.A. S 0.1409. INSTALL YELLOW REFLECTIVE PAVEMENT M/IRKERS ON TOP SURFACE OF Ml::DIAN C~RB NOSE AT 2 C.C. SPACING (MINIMUM--5 MARKERS) PLACE REFLECTIVE SURFIICE OF MARKERS PARALLEL TO 4_ OF ROArJWAY . O!;TAlb A -.. ,. DB.. 14 15782 • Sheet 63 of 177 1 1 /2 0 - 3 lnohoo on 1 2 orlglnol drawing PREPARED BT THE KEITH COJ'fPAHJES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY . TRAFFIC SIGNING 8 STRIPING PLANS FOR GENERAL'. ALL PAVEMENT MARKINGS SHALL BE APPLIED IN TWO COAT FASHION ANO GLASS BEADED PER THE STATE OF CALIFORNIA "TRAFFIC MANUAL", SECTION 6, AND SECTION 14, FOR "TRAFFIC SIGNS", AND STATE OF CALIFORNIA "STANDARD SPECIFICATIONS'; SECTION 84, OF THE 1988 EDITION. ALL WORK SHALL BE PERFORMED UNDER THE DIRECTION OF 0.C.E.M.A. TRAFFIC ENGINEER. \ UL T>MAn' 516MMI + 6Tlelr'IMS (i! CW'{ em, £. 15"-':t:l #TV'-e/e@ PWY.6'1>1.41+0:> NARK DATE DESCRIPTION P LOWER LOOP ROAD ITA, H+l.f,12 TO ITA, I0+00,00 ~~~::~~R=v"'1~s:':O:cNc:S"-'-''-=---I DESIGNED b.1. SCALE DATE DRAWN be. CHE KEO AS SHOWN SHEET 46 OF 127 •P• STRIPING P N / 30+14,12 -t0•00,00 -IZt0,23lPF• 3091 1702 ne. IL/-15 7 4 ,-. I • • J l ' . . .,. I ~ f I, ~.•.· :. ;.;\'"':"",'"', .......... ----------------------"--------------------------.-.------------------------- '. . '-ii;,., ' -------------...,.,i,,:-1 ,·1··rews··• • tst tt+·¥-n•rlifHJ ~--- i••-••~zw•·•rn--·••~••u-tt•r•-:r-'rn-O•■~tr-♦ aO~·~t"n-m~•MIPN'•ctwHab•r•o•tt-tt~"db~••••-•*M<-Ml -•wl•tt-••-•••il••--•--,e-•--•••· -ta-•-••0••~••-•~••-1=----~,•-•~··-·•• -•~kt-l'd~ti•;u~-i:•tt--♦•~•~~¥'1-r::~·•j~lf'~V-•~••o-•-H~r~•W~•-••~W-•-•~-• - • - • u - • - t • - • · t - • - u - • - P - - - ~ • ~ - "· ... ,". ,,.._ .. ... ... -:::::s -- " \\ ' < ''."' ,_ -~- ~-,-. --., ' • 7.ll' S/IJEWALI<--/ ------7-7·7:-~-7-7-:-----.::::::::;::;:~::::---~ ---.• ·. -. :-...... :: - ...... --- --· -- ............ ... -ll--''c.~ =======--' SC!il.E• 1 • • 40' -----l5' SIDEWA';._I< :/. -~> .. ~ ,:-:;.;·. ~ -~ ---, -~ --, __ -- • l - ;:i - ~ ., "' "' -- -. '. ... .- ·-.: . . . . . . ... ,., "' • lll t ., - --- GENERAL: ALL PAVEMENT MARKINGS SHALL BE APPLIED IN TWl) COAT FASHION AND GLASS BEADED PER THE STATE OF CALIFORNIA "TRAFFIC MANUAL" ,SECTION e, AND SECTION 14, FOR "TRAFFIC SIGNS", ANO STATE Of CALIFORNIA "STANDARD SPECIFICATIONS'; SECTION 84, Of THE 1988 EDITION. ALL WORK SHALL BE PERFORMED UNDER THE DIRECTION Of 0.C.E.M.A. TRAFFIC ENGINEER . .DR---I ' @ ® © I" Sot.ID WHITE STRIPE, DETAIL 38 4" DOUBLE vaLOW STRIPE, DE"t\lL 22 12" SOLID WHITE STRIPE PAINTED LEGEND WHERE SHOWN ® =11----=11 ONE•WAY YELLOW REFLECTIVE MARKER DETAIL 26 • ·' • .. ® kttP RIGHT R7,R7A . , RAISED MEDIAN MARKING 2 CD PAINT MEDIAN NOSE WITH HIGHLY REFLECTIVE PREMIXED WHITE TRAFFIC PAINT WITH GLASS BEADS. ® INSTALL FLEXIBLE VERTICAL TYPE K MARKER,R7, RIO OR TYPE N·I ON TELESPAR POST PfR O.C.E.M.A. STD. 1409. @ INSTALL YELLOW Rf:FLECTIVE PAVEMENT M/IRKERS ON TOP SURFACf: OF MEDIAN CURB NOSE AT 2 C.C. SPACING ( MINIMUM--5 MARKERS I PLACE REFLECTIVE SURF?.CE OF MARKERS PARALLEL TO t OF ROADWAY. DETAIL A _,...,.~,--,,, , DR, 14 15782 •• ~Sheet 64 Ot 177 ..,,.c,.,,_,e, .. _C.....,.,o • 1 1 /2 0 1 2 -- lftoh•• on orlgln•I dr,w:ng ~REPA~E~ IY THE KEITH C0'9'ANIES ____ ..,._ ......... ORANGE C:JUN'!'! f.NVIRONMEN'!'AL MANAGEMENT AOENC, STRIPING PLANS f~R LOWER LOOP ROAD ITA, I0+00,00 TC STA, .... , ,-47 • REVISIONS /f , ,,..,,. .... , .... ,,A\"·'--•·w'-·7•'rit"d"\j enlt:rbmtr#il,••*"< ·;d.W.lhWl1ot@V$14SbflhYl'.t_,iWW7t§ .. f11KirtrP'Ji#1 • IHb.Hloiill?fl ,-••~•••• •~ ·'•••➔f I • "' ... • -0, ,..._ ii <:t .. . -0) "f- (X) . (D • ', : : : . . ,• ; ... ~ I • I• ,• •• • . . ..... 9•oo llJ z -_, -- :c (_) -- 70+00 I \I \ \\ \ ~ I \\ I \I \ \\ \ \\ \\ -- II I \\ \ \\ \ \\ \ \\ ~ \\ \ \\ \ -- 71+00 ~- 82♦00 83+00 ----- • , ' • ... 1 . a, "' • 0 -,., .. • • ... -0, ... + "' ... .. 7.6' SIOfWAtK -/ --. . ' . ' ·::__-. ·.' ... •.. .; ... : ' . -- ~ 74+00 73+00 ~ 72+00 . I ---- -,,,,. ~~-......... • ·. . . • • ~--.··.' . . ' . . ' . .. -- ... ... ,, ---- . @ ~ t5' ~~ ~ 75+00 ' 111-0 ---- I ---8 ..,, • . .-.. .. . . ' . . . ~ r .OE,~11{ ;, • .• . , . .' :- ,._ ,.,.,...,... 'I" . l:: ;:! ~ "' H ~ '1~ 7~ ✓ i5 t..::. ~ ' GENERAL: ALL PAVEMENT MARKINGS SHALL BE APPLIED IN TWO COAT FASHION AND GLASS BEADED PfR THE STATE OF CALIFORNIA "TRAFFIC MANUAL", SECTION 6, AND SECTION 14, FOR "TRAFFIC SIGNS", ANO STATE OF CALIFORNIA "STANDARD SPECIFICATIONS'; SECTION 84, OF THE 1988 EDITION. ALL WORK SHALL BE PERFORMED UNDER THE DIRECTION OF 0.C.E.M.A. TRAFFIC ENGINEER. 9•· 50..10 WHITE STRIPE, DETAIL 38 4" DOU8LE YELLOW STRIPE, DEllllL 22 12" SOLID WHITE STRIPE 4• DOUBLE '.'ELLOW DETAIL 29 i i ® ~11---=11 ONE·WAY YELLOW REFLECTIVE MARKER DETAIL 26 cg---12" SOLID YELLOW STRIPE CD ® ® ® KEEP RIGHT R7,R7A RAISED MEDIAN MARKING ® 3 PAINT MEDIAN NOSE WITH HIGHLY REFLECTIVE PREMIXED WHITE TRAFFIC PAINT WITH GLASS BEADS. · INSTALL FLEXIBLE VERTICAL TYPE K MARKER,R7 RIO OR TYPE N·I 0111 TELESPAR POST PER 0,C.E.M.A. STD. 1409. INSTALL YELLOW REFLECTIVE PAVEMENT M~RKERS ON TOP SURFACE OF MEDIAN CURB NOSE AT 2 C .C. SPACING (MINIMUM-5 MARKERS) PLACE REFLECTIVE SURFllCE OF MARKERS PARALLEL TO { OF ROADWAY. DETAIi-A • • '·'.'' • • -, ·'-"• ~-... ,.-. ,,, ,c. ·7---. DR, 1415782 , !Sheet 65 of 177 • • ; t 1/2 D ' 2 -- - Inch,, on orl9ln ■I dr1wln9 PREPARED BY THE KEITH COPl'ANIES -----.-.-....... . --. , __ -' ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STRJPJNO PLANS fOR LOWER LOOP ROAD IT4, ... ,1.41 Tl _.00,00 IIAIIKDATE D£1ct!IPTIOII 1s11111s • ,_ _______________________________ .;._ _____________________________________ _;...; __________________________________________ -.-----A !!17!"~i-~ U 15 7 i';:: .,1.47 • ~•oo.oo. ~ 12t0 21 1704 48 OF 127. . . r· ,,, ... , r--~ .,.,,.,, w•c+ \ ,. •'71 • 'J \ 1 · >\-ii t 110 rsxrzr:t • q t ti mt1"1<211·;,w·10 a tit t r """ rt '"*' • ,o , ne **"'"'" ao O + 0 • :5 o«,. "'"" , 0 ,, '1:11Nwl'ti ·:rtr,,;,:l!i:;tt,11·c;1·-u;w: ·mnl'r -·+•ldb·+-1t"rr··,r:awlrnoe·:11111 w·':011·, t' iloill11ii:il1aou&a"at·-w1101t it: I it'd nan hiWW'f ,,., •llkPli' a; n I* , 'ti#' #:¼:'OAS: ·st' ··;ti ·t • ·cttrtr u/ s rr:tt 1·J81ttt:1-.mr:t'1· fllil. 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GENERAL: ALL PAVEMENT MARKINGS SHALL BE APPLIED IN TWO COAT FASHION AND GLASS BEADED PER THE STATE OF CALIFORNIA "TRAFFIC MANUAL", SECTION 6, AND SECTION 14, FOR "TRAFFIC SIGNS", ANO STATE Of CALIFORNIA "STANDARD SPEClflCATIONs'; SECTIOf>I 84, OF THE 1988 EDITION. ALL WORK SHALL BE PERFORMED UNDER THE DIRECTION OF O.C.E.M.A. TRAFFIC ENGINEER. NMK DATE I 1/2 0 I 2 -• Inch•• on or111n1I dr111n1 PREPMED II THE KEITH COtrMJES _________ ., _____ ORANGE COUNTY ENYIRONNENTAL NANAGENENT AGENCY STRJPJNO PLANS FOR LOWER LOOP ROAD ITA, 11•00•00 TO ITA, 1Clf+OO,OO tSJONS SHEET 49 UF DATE 127 •P• ITRIP N• PLN / 11+00 -11141•00 -IUO aJ7f• a2--♦,-11 01,11 '", --••• • / /'I, Is 1 'l ,_ ' • ' •• , ',': ! •-. ' .. ~,--'"!''-'} "'''·" "'' ,.,..,,.,,. "'"' ,,.,.,. "· T-'"" .',' : , .. ,. -, :, ,. ,,-' . . .,,. 1 Ir ..,, ____ ,_,,, _., ·c ,, •P . '~--- /) . ' f ' ,: 1 ' ,, ;,- 11 ;, !t ' • i ' :· ! ' natx • rtv tr Mk i'.itt • 7#t12UW1 7 m:t•s't'dft'tit:IU"luidt'llt ttF rliitle 1aw'llliflllf:mr•tift'rew1 •••• r st· r vr t ·: ·11 turn I ttetttli :¥: tilt rtsr:iw'Sitrr:: ·w: rr1Jttlrtfirrnr 'r:t ft tntt:t:S t f '' I ' Jl ,., .. :·➔-ffr.,1 ,,.=.,-.1, .. , .. ,,., .. -., ... r' ,.,,,., ... •tt"tt'"n.-ts"'rr_, _____ ,m_,..,., --· ·e .. , .. .,,.,,-.. ,-,,.w_, ... ,:a_,0.,»•""➔•oi'"·•s-st"'<'"M•a ., .. ,,.,.,. .. •-·•• .,,_..,11.,a,.,, .,. ,. ... ,.,."'I'<"''"'* ■-1il-·-•u•tt"'"'' , .. :r s~w•nrc"t1i~••e•"'xr· .. 'rz'"'"":::Ma Hr .,.,,.,.,,. .. rt"*"*"'''"' -'"Wr"'''"'"'*"'-'"""''••••••,.,., .• , .. ,,,.,,.1-. .. i•-"••-••••r•~'"'' .,. .. c•~·_.,.~. ••~••·:1,.·u.w-.,· -• -•••r , .. '7 r,.,..,:n~• .. •••••*i~:r1Mar,.nn•• .... ,,.r&olbe_a.,·u .. , .. ,.,,.,.r_tt:•e.,, ,..,..,1u'"'"'""'"'"''"'1'i'"l1t-: iw:ettt Nai4i-:14ti,._.,. • I I .I I -f •--' . _ _.~~-------c • l----1.1• ----+-----1.11----.... ---1.1! ----i !------------•---------~---1 L ... ' ., ... •• ., ... , .. II' w ,.. ..... o.or ,,. OJ1'' a.••· , .. o .•• ..... IQTJ; Y•2.25W(fl1 L • LENGTH 0, TAPER W • MAXllAIN Of'8El' OISTANCI X • DISTANCE ALONG IIASEL•Ni Y • OFFSET FROM IIASEUt-E DISTANCE X 11· 1!S ••• IO' ,. . ... , .. . .. IO' ,.. • •• ... ..... 10' IT.I' ... II.I' Ill OFFSET y 1,41' l.lO' •. , .. ..... •. 11· 1.10' I.St' ..... 4.11' ~ ... •• ,.n· , .... 1.00· .... e.oo' 1.IO' ..... . ·~ ... ... .., . ... ... ... n• IT.I' 11' ••••• ... ..... ,.sf' ...... ..... .... ,· I0.11' I0.11" ... 00' 10.11· llll' 11.11' 11.00' -- f f0+00 -- • .,.. . . . : .. . . . . . .. ·•; ". :.•:_. I I I GENERAL.: -- s" SOL.ID WHITE STRIPE, DETAIL. 38 4" DOUBL.E YEL.L.OW STRIPE, DETAIL. 22 12" SOL.ID WHITE STRIPE PAINTED L.EGEND WHERE SHOWN :: : . AL.L. PAVEMENT MARKINGS SHAL.L. BE APPL.IED IN TWO COAT FASHION AND GLASS BEADED PER THE STATE OF CALIFORNIA "TRAFFIC MANUAL", SECTION 6, AND SECTION 14, FOR "TRAFFIC,. SIGNS", AND STATE Of CAL.IFORNIA "STANDARD SPECIFICATIONS, SECTION 84, OF THE 1',88 EDITION. ALL. WORK SHAL.L. BE PERFORMED UNDER THE DIRECTION OF o.c.E.M.A. TRAFFIC ENGINEER. - ---- • • i \ \ \ \ \ ~ ~ ~ ~ ·:. ~ .... . . . . I' ••• . , . . . -' " ·•; :_..1··. .. _. ' - I I ----:::.------- I • -• i , • .. .. • -"' ♦ .., -- H--1-~------119+00 I I C 1 ...... :::! :t: 1/2 IWIIC DATE • Dk:' 14 15782 •• Sheet 67 of 177 0 PREPARED IY THE KEITH COlfANIES ORANGE COUNTY ENVIRONMENTAL MANAGEl'£NT AGENCY STRJPJNO PLAHS FDR LOWER LOOP ROAD ITA, IOl•OO•OO TO tTA, 11_.<M,N SHEET • TO OIILU ■ 0,,111 a.rua 110111 MNLB«l1M 0/ITAll'lfll tM1 M. Nb ••A lf•l.21Mrf IIOR Ttll ,ofilOwl • AND C'D' 'M«:tt MIi PMM01 IC Qt.llVU. 1'HI ,amoN --=-• A TANIJ!NT, Wt811«1 ll•M • Q.IIIIND. Ml Oi i Xii ... M'l'I-TO TI« CUfWID ■11a,_ UID l'C' • NO LONGI .. 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' ,·.. • • -------------------------------------------------------------------------------------------...J~--~-... • • ' ,-.. .. . .... • • Z. t,~t/0 «-'Wf"E {.OC7}q/{. -'i'A ) . 116I 5' $~ (TYi".) @)~ ©IZ" tLJlltlc CHS/,nQIJ-... r=·c.c) @4•a,wrrc -- -------- --e ----- - 1D - -- -- ""'' ------... -~ r. -~ ~ ,<P .. --- ,.,.,.,... ,.,.,.,... e, SK:Jc<t.Yk.M (TYR) ,0e;m1L ~ tUO~S THIS 3HCE.r: 0 @ @ • ,O,Qfl()T Tl'i'fOFrlC ..ST/9//0/lllG , tOl'il"'MO{l)S AAJ.O £.E'GclUOS fJS (CJQn:;<::, • ltUSTt'J'-'.. l'MIS€0 /OfO<l€/YJEtUT /7?fJ,?h'cl"r!S P€t<? Ct::J(.779t0tt.J5 ,5779//0/lf.JG CJe77Q/'-..S • ttU5Tt«.(. .S/GtU (6) i<)lf.Jt:) /0057. COi{€~ /OOSSl6L€ IIUSTIOCL SIG/US QI() ST/9€€T t.lGMT F<X.€. ©or1a1L, 1 .. ~ . \Jrii;flJ Z ~ &/SSroP ~ @.ocmtle'6 ©TYPfill'(RJ e{ ,Sloe:/YJU( (71//" ' , 0)-R81 0 '/1/Kf LANf-¥ -1 • t ..... " ,._ 6' 42' 8 ,_ '-"' t ' -!,~- ~ " 17"-". >.r-✓ -. ~ ~ 34' .:: ~ " • '-<~ ~ -~ .... ~ 6 wr ... "" "-:~"lo llf.JDF.S. ~~ -- REVISION NO. 6 ONLY 42' 8' /f IZ' 14' I 4f' 8' l?7. 'j; F.5. r-----'Z 4" 50LIO W/1/Tf ~+'"'"c:::L-(z OfTAIL 38 i!l7. I f.5. -- ~ -c:r r -c:r \ . • I . •· i e -5,cs,u,o'-'°~ tz) ,r,.,_··.1 { 50' C ·C:) , t r ~ .__, -.,,., - -- .. ·e ~ l' ·e "' - \ • -. -;._ Ill' -!'! ""' ~--~ -- -----!!j'O" ------ -----(l) -------------------1--.. ---- @oe.mrc. a, D 0 LE'Fr TV"<A.I GW'<.V (t50'C·C) RIGHT TURN ONLY (SO' C'·C) .._____ '--- '-- '-- cNO 0€7,!IIL "I ) 13eGIN Oei?lll. $7 (RO .,.OO ...______ ..._____ '--... " ..._____ ...______ " " " "-- @R 81. R 81 13 ----'--' @DETAIL 111+---' zs,4, BCR I a.,o·oa·ao· If.JS.DO' L, s,.qa• T. JS.DO' Ille i!n.z,1c. 1 ·c.F. f.CR.ll7.,JIC. ,·c.F. 114ai!i!7.rBrc. 'l'l"C.F. BCR i!Jl.lBIC. ,•c.f. CZ15.0) ll. (j .. C.f. l7• Of £.C.R. a,z i!33. JO re. LI. go•oo·ao· 7" {.f. fl, 35. 00' Ll/4 i!Jl JO T.C. L = f,f. glJ' f'lz"C.F. T, 35.DlJ' TRANSITION FROM Al·6 TO Al·B CURB e_ C€;.Tt<Jll. -, @OETAIL 3,-,,,------ ,,.,.,,,,,...,..., V.,;.,;,_ (i)ll/31,RBf El---. =-:ic_-L_ @OfTAIL 1,A C-i--=t= --1--+--+-- R'«J - 1 6' • ,$) --• --- ~ ·,o l -~ .. '- .<I) .. ' • "' ~ ' ' ·- I Pjl~~NDIR THI IUPIRVISION Of ~· ~DAfl s-21,,a, PREPARED UNDER THE SUPERVISION OF:t--~---~---------------..:..-------------r-...,.-~-------------,---,--,-•-•-••-0-,,-.----...,,.--------------------------...J CJ{obert C/Jei11.: 'WillmmCf'rost®,c:)lssociates , TRAffl~ ~loillhlo ( • ~lRl?IMG ?l~ij • 50A HILIIRT WILLIAM PICKSON 1.c.1. No. 19417 I fltC [ NO ADNAN HINPEYEH, P .E. , ' ' D~TE ' TRAFFIC ENGINEERING ~ 11erman CONSULTANTS '\!/ Kimmel and Associates· 3300 llltYINE AYINUE, SUITE 110, NEWPOIIIT BEACH. CA 1200 1714) 11112·1611 "'''"'""' ee,o,, R.C.E. 4225 T.E.1488 DATE: I /10 /92 UL~MATl! 6l8Nl~6~(6 ~ Ni COAST DR/VE_ ·,21 ~ .,_0•_rt,i!•~•~t~:~:~::::0~•~•_c;.~,_-~T-·~0.;..•t:~~:::jt~;d~~;j~~~~fc~ii~~~::~t-..J......,=="'.4~===::::i--=::::::::::;:::::~~=---t....:::..:=~~=~.-f -~--FIELD eoOK SCAhE APP'-0. o,.rE DE SIGNE:. :,i:.. 1111' .. C->1E.C,o;£~ ~~-E • - ' . , , .. 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T-IFIEM '-:::J li'IO(RI:) . @rvr1:: LY<L /" ... , i l / I IZ."WJIITE --r---t/0' e,y Oi?E~ L'Y 07,1/G~ NEWPORT COAST DRIVE -·- - ~ACK t:.i!ET?El'f'!S . cf A,t;!'ROW ON' ,:,,-\'A,u.;'.!:' '°4CKGA!X'JV.O .... : I"• 40 .!JG" --------- -- \ G"WN/?E ( Ce/,4/L B"!J J PREPARED UNDER THE SUPERVISION OF: -. r r· -1! ,i '; \ .? ' ; .: I t 1 : ,) ' l l ,, . PRIPAIID UNOII THI SUPIIVISION Of 1j.JJ,Jt4J.J,1...,:-;:,~ DATI • 5-26-8, • HILIIIT WILLIAM DICKSON I.C.I. No. 19417 TRAFFIC ENGINEERING ~ t-terman CONSULTANTS \!} Kimmel and Associates 3300 IA'JtNE AVENUE. SUIT( ,ao, NEWPORT BEACH. CA 128&0 - 1714) 802-1611 =-ee·= I • ADNAN HINDEYEH. P.E. R.C.E. 4225 T.E. 1488 DATE: 1/10/92 . ·•~ r ~ ' -~. 'i l t', f t nrr,:w,· > rm :t • • •-5tt ralRt ti hit '?ffint -a: t tK tam :rm ·:ua1:ts rev, r: : r t: m•r ;u rm rt:rrHn • s 1 at=trtt I e ;roito nett ,111 mer,:; ,,,., rir: ■ r • n x,r:h' r 11·11 1,:illil"""•-•••"-"'-vt ' ! CJt!bert ~11,.WilliamP[ost ® ~ssociates DAT[ IY DESCRl~T!Oflll • • I REVISl'ONS I I ' • lllilil» lttmm· t *•* * Cl. b drtt''iW:totrnrtsrrrOeti:lrt:Nrt lilli II .... I J. --- .i • " -' • f., ---. ---,,_ !'! -l' {I: .~ , --"' -•✓• ..... 0 -~ ""' ,--. -IQ -to - • -- z ,e w TYPE /JI"( L J .. R/O(Rr}, ' r-v~ ,I,< IZ" Wll/7£ • ' -- iO --it,-.... __ --- @)a:r"'lt(. <:, '"' .,,.,,. ' ~ -5'' ._ J --- ,---® TYA= .N ( R )r------., ..--.... --.. z TfP[NCLI ~ ==-------== 8 F. r---1g ,,_._Jf (f) I © b" <VHITE • • APPRO\IED ltC( -.o ---- DATE F1Ed) IOOK SCA.,.[ D • DR, 14 15782 Sheet 69 of 177 ' ' TRArflC S GNING ~ STRIP LAN & NEWPORT COAST DR VE • ,-,-,,.,,..,••••re,.._.,, -, SHEET 50B 127 / • I I J;. cu. E:xC. YDS. FLL °" ----~220 -..... ~--- , _,,,,,- I / I I j ' i I I ' \ I I \ I \ ' I \ I ' ' \ ' I \ \ \ \ \ I \ \ \ \ ' \ \ \ \ ' ' • ' ' ' ' \ I \ ' \ \ •. \\ \ . I t \ ~ ~ \ \ ' .... ~ \ \\ ' ' \ . . ~~<> \ ~~' \ STATION E:xC. cu. FLL 't'D1. • ,<; ------27~ PAE~ CAl,CUIATION FOR/I/Id.VE AA-15_ 0 :ill 2• IA/liGATION WAlER METER O 285' EL .30 P'¢ MAIN LINE PIPE .72 ECThlC CONTROL Yid.VE / I / / :J_ ___ _ ,."~-2 / / tfvf:m~-v!-..~U~ /! • I/ , I , / ~~ ,r·, ~ ,4 / I /. • ./·' / IAlERAI. LI~ SYSlEM LOSS PRESSURE REQUIRED AT SPRINKLER PRESSURE LOSS DUE TO ELEVATION FITTINCS LCIS!l(2mi OF PIPING LOSS) MASTER VM.VE 7.IM! 40.00 2425 1.57 3.00 . f r,o+. • ' • / \ ~ \ \ \\ \ \ \ \ \ \ ~ \ \ ,. I -/ TOTAL PREESURE HEOUIRED FOR OPERATION IM!.28 / / POINT OF CONNECTION 11A, CONNECT TO • . I I :/ RECLAIMED WAlER MElER (SEE SHEET 35F). RUN A , ~ 2 1/2" PVC CL 311 SUPPLY LINE TO THE 2° MASTER ~-"' ·-·""' ••· -·" ·• ... ,,., -;;-"'.._,./ I / I , ( \. 1 . ; I /. . . ····--------~ PRESSURE CALCUIATION FOR VALVE A-.1 @ 55 GPM INI' NNECTION ~ WATER M i_E(.51:fT.:~5.f) }. RUN A 2112" PVC CL 315 Slil' ClNET~~ Z' MASTER V Al. VE . 2" IRRIGATION WATER "1 2.30 Yid.VE. • THE SYSTEM REQUIRES 81 GPM MAX. AT BO PSI. TOTld. AREA !llRIGAlED BY THIS METER • 151,828 SF. ANNUAL CONSUMPTIVE USE • 122 AC.FT. --...:. PVC MAIN LIN IPE "',..,...-~,.C-:,.s:---· ~7-~74,! , THE SYS I EM RoOOIRES 5~ Q!:_M MAX. AT 95 PSI. • --- ELECTRIC . VM.. , , ~IRRIGATED BY·THIS'l,tl.~lE~f½ii-~/c-::''C,46~Z~•:i------. .....,_~£ IJET:4/L IAlE INE svs LOSS 3.30 $UMf'TIVE use.; 1".r4 /J>G.,. !l=;:·=-==l=;::;;:;; "- ~RE ufiLORE6i;QU,PII UE~~~~----~3~2.9:o~--. COITTROttEfl.'A'.l,OCATIO • 1s0-14 ~ MOU.N'r f~:.:~~~r,~'.?..---=:::::========-1 ING LOSS ('20%0F PIPIN LOSS) 22.95 OONTROUER IN A VANllAl-1'800 CLOSURI=. 1 TEA VAi.VE 3 ool---1-~w~ ·.r. FINAL LOCATIOi(fo BE APPROVEIY" J • • BYTHEIANPSCAPEARCHfTECT. COOADINATtTHE - ALPRESSUREREOUI DFOROPERATION .q4.¾~ 120VAC POWERTOTHISLOCATIONANDMAKE THE _TYPI FINAL HO()K-Ul"0 _ . ... . _,-,- NOTE: FOR IRRIGATION LEGEND, .. GENERAL NOTES, AND1)ETAILS, SEE'S,HEET NO. 124. \ AL -v ~" NOTE: HYDROSEED UNPAVED 8ENCliFS Al).J4CENTfi0 T~E PAP,l'.'.'.4'.l\'5.~ALL slOPC:S !l'O'THI:: GtrAPING U.,,iT~ rvR EROSION CONT , Qi,11,.V. , ~ I I 1DR, 14 15782 Sheet : 70 of 177 _.\.------ I ,..I. X ~- ✓✓---4 PREPNIED IY THE • KEITH COtPANJES Ii---------.-----ORANGE COUNTY ENVJRONHENTAL MANAGEMENT AGENCY F~cd ~ ,-~~ ~ 9' • 250' r r .... 1/ll/te IGA1"1 o,..J As-eu,t.:re fl::, llfl'I (lfl)l!N€ #~ £ /nf/1 CHl',Nf;ED l>IQ,E IRRIGAT10t4 PLANS LOWER LOOP ROAD --------- ' ' L N OR ME & • O'·O,. STA-IO•Oo.oo TO STA.20•00.00 £ 8 O • J .. .,,. IL 'i r ' ' ' ; ,' . ' ' ' ' ' I .'. f )\ '\ I .. -: \ .~ . l ,, l- ~•~Ci181'GJil11i•trl lflpil;11ft·• :,6oi:tt ' I /;, ST.CT10N cu. EXC. YDs. FLL \ \ \ I \ -~ ~;-~ B// , ""' 0 1t' 'lf? • ' ' ' \ 914:S if \ "'· ~ "Ji \ 4?. \ .... ----------------- 'MrJ Jl/1' .:: v,,,· ,+,lt IVll "'"' 0 I • - J // \ \ \ J5a-..__ -3</ ... ---=--..-,: 't:,.\-4 --- 7 -----........ . e·le MAtt,,J,-1 ~sa n01>-J9 ,e· HJ,-.JO s,oeWALl<'Y--,1",d,' o.va,~:v..n:__ \ • I / I I I NOT : AL SL~EV £·--rr~:;;;~==~~7 WAT R se'Rvtc s TO THE FOR HYPROSEED M1Xl:E6END ED AN ARE T 13E CONST. ---'"J.-""SEE SHEET 124. ---"- ER THIS PLAN. ..,__,, r1--,..-~--,--------. ·-!=.:~ OT : H OROS D U AVED .BENCHES DJ CENT TO THE PARKWAYS AND ALL LO ES TO TtiE GRADING LIMrTS FOR RO ION tON'rROL ONLY. _,, NOiE: F RIGATION LEGE GENERAL NO , ET NO. 124. N BLOW-UP ' / Dl. 14 15782 Sheet 71 of 177 25 r r '•, E 40' SCA E PL N FO \ S \ TIO I NU1BER ••r E: 1' • 30 .,. 11:, llfl'ft Rf;Dl//Ve #~ L0, I g 'lo fl'rt>~ t,Jo , EXC. cu. FLL YDI. , I ( ( I I ( I I ) I ·r-~'"'---·Y"--~ 1803 • '"" * u.t,tlfi. F CAllf ~REP.IRED 1Y THE KEITH COflPMIES ____ ..,. __ ......... I ORANGE COUNTY ENVJRONJ1ENTAL MANAGEMENT AGENCY ' IRRIGATION PLAN! • - I LOWER LOOP ROAD STA.20+00.00 TD STA.30•54,12 • -• l ; '• .. . •• • I J STAT10N cu. EXC. YDS. n_t. \ i \ '• I ' . ' I I ) I I . /) ) . . \ I , , , ,,, .... --------------- R~ES~fE c..,.cu410N FfR V Vjo B-1 @ 3 GPM 2" ~RIGATIO~WATE MET~R@ 64' t, 1.00 3.00 VANIZ D 9' ,, j • f/7 1;z1 ---- --- // / 1 ; ,. ■ 30'-0" / I -so O E: /// ( / ' s E O' CALW ~~AN OR VALVE SIZE, STATION NUMBER 6 GALLONAGE . • ■ -- ~· ---::-0 ,.----------------., .. , • --~----- --~------. ------~ - -- ,, --0" I I -- 3o--;:::-..__ • ti ----0-1' ":i;, I I /. SI I / ---. - or_ - I \! ;$ I • ----~ ' 1 3-,;, \ I I I /'\ I 7 -If-\ . 0-' z \ .. / I -r <..,, 0, / I \__, I / "' " I !cc,, / . 1/Q_U-l-~~L.L~iz. ~- -•01717 __ st, CONTROLLER 'C' L ION. ISt'-•?-WALL MOUNT CONTROLLER IN A VANDAL PROOF ENCLOSURE, SEE DETAIL \f'. FINAL LOC!l,<ION TO BE APPROVED ---t...B'f THE LANDSCAPE ARCfiITECT. COORDINATE THE 1 C POWER TO THIS LOCATION AND MAKE THE FINAL K-UP. SSUREC~ULATION FOR VALVE C-"1@28 GPM 2" IRRI TION WATER~@ 350' EL _,,.-0.00 e-13'1,Qlfi.OVI PAE\'ElffieN lll!'o'IC! 9.9i J -01. 14 15782 Sheet 72 of 177 ' VC MAIN LiNE PIPE ,,. 1.35 E~rRICCONTROLVALVE --=~---- 91> LATE LINE $"(STEM LOSS • • • 2.80 PRESSU REOUlREo•ATSPRlf'l19£1'[ 40.00 SSURE LOSS DUE TO ELEVATION 40. 70 F ING LOSS (20% OF PIPING LOSS) MAS RVALVE / - 0.83 3.00 ---- IRRle,l>,T/c,#,J •~a Bu1L ,s· & l/f/4t ff'WN€ 11~ ,6. ,1,.~, EL/Ml"IA ,E Hl'A{)$ t t£!J. '"'''' fy{t',4-!; ~ CHIIN&E'D & 'l'lb ~!l.J. 1 II I I \ \ I \ \ STATION EXC. cu. FU YDI. ----- ,-;.:·<~ -•• __ 3 tl /11(1, \ OF CALlf PREPAltED IY THE KEITH co,rMJES , ~ I;. ________ .. __ _ ORANGE COUNTY ENYJRONNENTAL NANAGENENT AGENCY IRRIGATION Pl.ANS- LOWER LOOP ROAD STA.30+54,12 TO STA,◄2•00,00 • J ' . ' .. I /), ' • STimoN --- ' , 1/ I ;;, _____ ~ + .,....___ ~ , \ \ . -~~~c...~,)'-~'li+--=_ df!.~---C ----·"'' / / ✓ --==✓~-----------( j I ~--· __ ./_/_✓-/-~,_.;;...--::---~~::----j/-:1 rt"f'--)-f-. ·+---1---1-~--~----------~ , , ~~~p--~ ,J El:>11 -UP ' ---:.== -~ -~-\_.-~~::~. , • z 2 # Ti~,J t .. " tGj~~er'' ~!~ 1/ /. . __ ) • oe co e, -,-,__ ~- [ -----w v> "' \ \ ? i\ ,, ~ 0 "' r _r .,. ... ~ .,, .•, ----.. ... ,()c;, :i,1.11-0 I ·Z-"t-'Z,. ---~- fr .. a, SCALE· • 30'·0" GPM 50 ·· APPfi\>"'AL FOR 0NSP£ RECLAIMED S'tl!lEM ON Y NOTE: AL LEEVES ANO ,,,----._J_;w=. ~~BE~~ tNE WATER RVICES TO ~ THE IRVINE OISTRICT SIJBDIVI Dl'YEl MEDIA ARE TO a;.t6Nsr. (714) CIFIC REQlftllEllEIII ro OBf CALL PER IS PLAN./ ~ 0 . . . , . • l ·, ')">to· • ;_ MX IJ:GEl'-0 I 124 Q) \ " <D :::ta~-:;._--,I\ Nci1E: H (PROS ED E TO HEP S ES OT~GRA E IONONOL, .• ; ' ..,De. IC/- , NOTE: FO ~RRIGATION LEGEND, GENERAL OTES, AND DETAILS, SEE SHEET 0. 124. ... . IRRIGAT/o,..} . •AS /!31-1tl.T5• A••-···•·-,...,,. f.1:l 1/'L/f,ff, !¢VUNC. ?l't~ Lr, ~o '1','Dfn;E<D ~ ' , ' I \ \ \' Pll£PAIIED IY THE KEITH COl'l'MIIES IRRIGATION PLANS STATION LOWER LOOP ROAD STA. 42+00.0C TO STA,Sl+00.00 IS 7BV •P• ROUGH QRAOE/SHT.8/L,l,RD,/40 SC,• 52t0,23JPF• 3098 178 24·H,,·88 04•28 PH/ 309,8•51i>2° • • J ( ' ! • I J ; 1:- STATION cu. YDS. \ \ \ EXC. ,. -t I 11.· / / / / ' , I I I I r I ) \ \ I I I I I I I / I I I I I / / I ! J J J / I t I .A. \Ii Oilil *""* .. -,-•.,-----~•--• _...._,...,._.,_,,. _ _,,_..,,,.,.~• -•-•< --•-~<-'--c..-;o,c....,·~-,_.••~--,..,..,._,, _,_,.,_.,.,.,..,.,._,_ .• _....,.~,,-~.0,•~•-••-'<-,~ ~•---_,..,_u,_ ! I / I I I 52+00 33954 0 14- \ 53+00 46359 0 I 54t00 26020 0 / / "' • ' ! ' . \ •. • ' ' ' ' 55+00 6413 6798 ;1; !~- 56t00 17 17308 ' "" \ ~ ·~ I 57+00 1327 12971 I \ . ' \ \ I I 58+00 21!56 3442 / FILL E. /"" ,, /. ~1, ~,1'. I / -, ' I 4" /\ ,_r- ~/ //\--- /if! /;,..-....... i...-"-~1µ1,QP'/ / 1--,-"'--I' . IF ,,' ;,,;;;-P-1/ 2--1.:c, _: lijLET E 5,0 PLAN I \ 59t00 60+00 84!5 11416 0 1696!5 LIMIT OF GRAt>IN_G ..____ qp _ -r~r .. ' I ;, ! ! I I I 61+00 2929 7553 I • STATION EXC. CU. FLL YDS. POINT OF CONNECTlON NECT O REClAf.ED +---------...... ---1 Y.ATER METERA~SHT 4 UN A2 112' / PVC CL 315 SUPPLY Cl~,6 TERVALVE. I I lHE SYSTEM REQUIRES 68 GPM MAJ( AT 62 PSI. • TOTAL AREA IRRIGATEOl!YlHIS METERa'L11,I¾ . ANNUAL OONSUMPTIVE USE• lt,.41,lt{;, l"'f. • CONTROLLER T LOCATION. ISC-32 WALL IAOUNT CONTROLLER IN A VANDAL PROOF ENCI.OSURE, SEE DETAIL 'J'. FINAL LOCATION TO BE APPROVED BY lHE LANDSCAPE ARCHITECT. COORDINATE lHE i , 120 VACPOWERTOlHISLOCATIQNAND MAKETHe' FINAL HOOK-UP. \ I PRESSURE CALCUJ.AIION FOR VALVE 1-3@ 50 GPM -' ----2" IRRIGATIOIII WATER METER@ 402' EL P-' 0,.,Gt'<fLO'A' PRE\4EtH"ION oe,1oc PVC MAIN LINE PIPE ELEClRIC CONTROL VAL VE LATERAL LINE SYSTEM LOSS PRESSURE REQUIRED AT SPRINKLER PRESSURE LOSS DUE TOREVATION FITTING LOSS (20% OF PIPING LOSS) MASTER VALVE I 1.00 9.99 3.65 4.40 3.80 I •'-._.,.., I 40.00 TOTAL PRESSURE REQUIRED FOROPeRATION WHERE SR)WN.IJ'JE PIPE CR'.JSSES CONREJE DRAIN CHANNELS, INSTALL PIPE IN A GALVANIZED 3.46 . 1.49 3.00 ! SLEEVE, SEE DETAIL 'M'. • "' '-'-'\ "'·· "----· -, \ ·•, .. ~ ,: • "-----II'/ 4 "'· ///It' ' 'I·t8 /If!." J. fr, ,zit--', 111,t t 17 'Z'l. /'Ill" /fl/." 'I·l'1 ,Z." I //~ --, ~ J,05 I r.l r°' I 11 •. f-,f<I 7-/ \ ·~,, ' ! I \ ---· • --- I - I //1 ~ , ,/ ,/ r' ,.. --. ' ~•:::/ ~\);~,' ...:;::....:..:~•=-\ 4 •~~,,._~ ii •• / , / l ,' --> , APAOA~aa,a ' ' WAl&a.SIEMONI.Y riCl;;PM;r:;ruu:~e~_l,_,~c~~~Y,UT~IO;;;N~F~~;;;yj-· tlVE;'jDiD;:;-3;-,~ •. ~; __ l I / / -~ ':<··~-• =:e~f£~==-n: 2' IRRIGATION WATER METER@ 415' EL 3.60 I. , .._,j.-;-;'-<IMl~,lil?_AOf_W6',_· • '!HE IRVINE RANCH WAll!R OIS1RKlT SIJBDlVISKlN$1DEVELOPIIENT PVC MAIN LINE PIPE 2.Z7 -----"' ,. SECTION. RlA ~ IEQUIREWMTII TO OBl'Al" SERVICI: ~ ELECTRIC CONTROL VALVE 3.60 t-"J'-''-../, , --------• G&IE . •• • •• • l·"'i PRESSURE REQUIREl;)ATSPRINKLER 40.00 . ------· / -' ' ' \ DR. 14 15782 • Sheet 74 of 177 ! ' l~ * ~ '\ )1-ij• , OF Cllif \ PREPARED BY THE KEITH CONPANJES (714) ,e.noo • ,\ • • 4-• \ ··. LATERAL LINE SYSTEM LOSS /' 14.21 • -· • --~ • PRESSURE LOSS DUE TO ELEVATION 41.14 •• -.. ~ ·., A,-.e. .O.c;., -A ·"it-FITIINClLOSS~OFPIPINCllOSS)' 2.84 \ ! __ ....,_,,..,., .. _.., .. ___ I I I ' \ ~~ MASTER VALVE • 3,00 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY \ . ', .,_. \ 11· \ TOTAL PREESURE REQUIRED FDfl OPERATION 110.88 L IRRIGATION PLANS -FOR HYDROSEED MIX LEGEND •• SEE SHEET 124. I ~ ' ~\,_ ~--•---'-"--'"·----'-~'--.__,...-.,.,-.,.-,_/'...,AJ,.__, -,_, __ ,,_ ,....._.,_ "- ~ 1-l~Tlo,.J •',As l!!JUIL. T• LOWER LOOP ROAD . NOTE: HYOROSEED UNPAVED l:IENCHES ADJACENT TO THE PARKWAYS ANO ALL SLOPES TO THE GRADING LIMITS FOR EROSION CONTROL ONLY,....---... ' ' £ '?j,I CJIAN/;,EO NOre STA-51+00.00 TD STA-61,00.00 & ~ i qo Dw.Eli'O ~ HARK DATE DESCRIPTION PREPAR NOE t-~--':Rc::E"'v-=-1s"'1C.CD~N=s~-=--s_UPERYISION or ............ ' 1::::::-::-;-::::-..!.!•c!,.!,;==---t--·-"T"'---,-------l -.,, J!:D!:.:ES:.!1.:::G•:::E.:.D --,-~---~ SCALE DATE DW!l. NO. ..,_ __________________________ ....,oR.iA.:;.WN__, ____ c CK O AS SHOWN SHEEI 5!5 OF 127 • J i • . ,,,..,,-,,.,....;<"'"'"' ' -. .... _,.,.~,,,,,-' I -,•~ ,;~ ,.,_,, r ' -. i Ji, ' SffllON cu. £>CC. YOS. FLL I I I I ' ---------------- 1 • / 1 I I I I I ::::---:-;;-.. 31 314 -l , t ··i.· ~,•: ------------------.. -~~••--,..,-.... --q"'•~•>l•""· •~etr,...,.,_.., __ ,..,,~11~• -.,--_,v~•• .. ••=~••t1~• •71 rt~ts-•'""'•~••••,.w-· ., • .,. ... .,.,.~,:e--e•~•••'"·,-•-W • , .. -.. -________________________ _,,,._ .. ,_ ... ,,.,, M"'"••a•-•.,-••-•-••~~---•-•~-■•--•• .... n~·••-•~•~1»----•·•W••e•111o--➔-➔..,-•-..,,_,.,_-=•-.. ,_,,._118:Uf'M ;,r' I :,,;-v;,,11·· .,,. rt: •-1·1,•,i ml 1 e ·qio, cnr I -·r:·rr:srsr:trt:rrrrt:rdrtilitlsbn1•1•err1errtnfrrtr rtrll)S'.-tterrr·:nr'fnf ,·vtrft :w: --· ... --•Hu••-·--.... , •--- ·-··-·- -:--------5 I , ,,.. C - • , . , , .,., ' I Dl. 14 15782 Sbeet 75 of 177 ,_1Qllrr,o,.J ~ eu,1--r:s· I / \ \ \ I I 1 ' I ! I I ' I PRfPAAED IT THE KElTH COPPANIES SlllTION £>CC. cu. FLL YDS. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY , IRIIIGATION PLANS LOWER LOOP ROAD STA. 61•00.00 TO EN[l ... ,. · ~-, ·• ···• "'•'"'O<.V·',"",,, .. ,-, ••• , .,_-.,-. - p. /' • • o~. 1.•~ . ¾'--I I , -ff I II • I -- 'Z1 osl/. -,:. ' I -I ,I ----' Ogi, .. ---M • ' . ' ' \ 1 ;' 5 • /'/· = ------• --- - I - I I I I I I I I , I I I I -l; I I I I ; 1 I I I -- I I I • I I ... ... 0 I --- ' .-- • 470 t• I I I I I I f • -- I I I I I I I I I I I I I I I I I I I ... __ --1 I I I I I • ,, I ..c_ I I I I I I I I I 1 ----, r-- I I I 1• I I I I I rtrtttasnt· • r>sss'SntOx rrirb • trurr<rirtbbt·· r \ • , , ' ' ' •. ' V / V \ • I NOTE: FOR HYDROSEEO MIX LEGE/\0 SEE SHEET NO. 124. I NOTE: HYDROSEEO TO UMrrs OF ~NG PER O.C.EMA. STAl'{)ARDS. NOTE: HYDROSEEO LWAVED BENCHES ADJACENT TO THE PARKWAYS ANJ ALL SLOPES TO THE GRADING LIMITS FOR EROSION CONTRCX... ott..Y. on. I l .. _,, __ ~ ... ,. ""'' ,,, DR, 14 15782 • bet 76 of 177 PREPARED BY THE KEITH COl'IPANIES --1111.1. 11'1'1:., --• W, -ll"lfll -- ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY IRRIGATION PLANS LOWER LOOP ROAD MARK DATE DESCRIPTION PREPARED UNDER r===:c--"===~--1,sUPERVISION Of" --------1 REVISIONS SHEET 558 a' ~D~E~Sl~G~•E~D:--=,====-=-1 SCALE DATE DRAWN CHECKED AS SHQl,IN DIIG. NO, \ OCEMA TIT~E BLOCK -l OI0,23lPF, 3092 J5 O&-Maf-91 01,27 PM/ 3092-999 . • •••-•••a,~ •"' • , " • ' I' •~•,tl '"-""~-•-,,,,,.' •~ •••,.,.,,_,, "'-'' ....,,,_,,..,,,.~,t("'~-,-~•,,,.,_...-.,,~,,"'":'._>"\'''•'"·"' '"''}""'~.,, ' 1sr·· r·:r·n • -t'l $ I l'2i 11 ;; I") Cf' -lliitll I '--,. It ,. ··,:ts ltttll 'ls %'.b &S rr·· Sad I I] b ltrrt 11 i¥ -w·-:0 , 5 l ,,...,. I fU Q ·rawn ft ;n· t --•Jtrl)t ·12,-;·o:v r Dztri7 )$1ttiWIZ-'tf W pj U ... l#d'tt1 ·, I 1 ·; t 1 ·: nrrtrstf'1N "&tir'lllltrtt:r • ... ... ' j) ·,,.,,, STATION CU. EXC. YDS. FLL 7 L, . \ \ ·I llitl. 10 .,z 'ti' I I I • \ \ \ ' \ \ i I I \, ! . I ( '---- I I .\ \ \ \ \ j I I I \ / I I 61 +00 2929 7553 REP(AC.1:MEMT /LL /w'=" 15' • 0"' 3' I ( \ ·---- 5010 1128 / I -~ . ' • • ' 1 I A, • • /,; ·1 'Vl • ss 63+00 3488 519 . . . . /:,. ' • . ' ' / / / , I I, 64+00 2626 586 65+00 , / , 3189 1550. ,· / , , . EDIA • ! . , I 250' 66+00 2951 13704 , . , BLOWJUP ;' ! • I 67+00 980 26930 / I -I I .,. I I ( 68+00 0 32519 I I 69+00 70+00 0 37698 0 45404 ···----.-- NOTE: HYDROSEED UNPAVED BENCHES ' c--'-- ADJACENT TO THE PARKWAYS AND ALL SLOPES TO THE GRADING LIMITS FOR EROSION CONTROL ONLY, -------------""'1- NOTE: FOR IRRIGATION LEGEND, GENl:RAL NOTES, AND PETALS. SEE SHEET NO. 124. 1- hf 'v . -•·"--(/) ~~\'11 • \I ' • DR,, 14 15782 Sheet 77 at 177 & 1/f/qt f2£DttNe il-/'t ffi i'/rlfll CHAN(.E'O NOrlE & ,, .. I{~~ STATION EXC. CU. FLL YDS. ezo -------- ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY IRRIGATION PLANS LOWER LOOP ROAD STA•lt+oo.oo TO STA,7 ... 00,00 _____________ ... --HARK DAIE o,s,,..,rtoN PREPARED UNDER SUfERVISIDN Of , I REVISIONS , ./ '===-~77==---➔---r---.-----------1 SHEET 56 OF I ,-DESIGNED -i SCALE OATE DWG. NO. DRAW!I CH CK D AS SHOWN 127 • J 1 J •. STATION CU. EXC. YDS. FLL ' i I I ' I • I I • "· , \ \ ~ , : I 1/ I \ ____.---------.___ "· ."---', \ \ _.. '-{o <> 0' / / / ;' -.. ··,. \ \ , <' I le I ' I ' ' 0 \ '~ /_,,,, ____.--l \ i_ ./ / ".... ..---/ ~-l. ~ '" --//, / ---- ----w ,#.-"'i-----~ =--~~-+-------~~<( ---- \ \ I \ \ \ \ \ / I I ( \ \ \ ' I I ", .. >< / \ \ \ \ \ . ' \ J z 0.. ( \ j \ I '--; -~ /4 ......... ~. ,/. 1' ' ~-~ ---..... OF lJN!)Sl/1>£ -'--f-4-..... I I ' \'\. '\ • ' ' ) \ r / ,. I I / I/ j / i ' I / ! / ' J ' ' I • , • , . I I I --. I I / I - ( I I -- I / I I ) LIMIT ----,_ --- I / / / / ..... I i! / ! • i I i ,' . ' j \ i ! \ ! ' I I ' \ I \ \ ' \ ... / i , ' ', ' ' ' ' ' I i I ! \ I I I \ ( \ l i I i / i ! / I \ , I I ' ' I I J ' ' I I , ! ' ' i : / / I • -· ; / !. : .. / , I . I , I / . ' i/ / i ! ' ! ! I -----------------------·90------~---- \__. FOR HYDROSEED MIX LEGENJ SEE SHEET 124. -,~-+·~~--:-, --,· DR., 14 15782 8•t 78 of 177 -~~ .. ' ·:-. f _._,, , • '• ' ''· • ' ''I- I , I / / I STAT10M El«:. cu. FU Yllll. I I . I ' ' I . ' ' I I // , 1 ,, r ' ' I ,' , /. • I ! I I I I - ................... -'" ......... ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY IRRIGATION PLANS LOWER LOOP ROAD l j • -, ~--T ,• < ,· , ' . ' ' . ' I' ' ' :; :, f ! i 1 11 . -·,, ,, ·u,,., .. ,._ ,,;,.,-.. w-zw,, .. ➔.,,-tf'"J&'{tttlttn'Jf<-1'.NP'Wtdrtf'&Ubj~,.tlsll i \1st:11·;eftrtr:r IINtt't·'t·tr:rriTf 7;;·50 tWW'?IJ trst:ittrtS:'llilV&llttd n r tttrtr'biMMz:rr '.if{+C •··1,1tn,11·'twei6:ld • :♦n •-•• Wc/jj >•fl ·,u-111 1;, • t w •••Ii.' ~wvt> t:r t6 • ;e ; r irl• • lso to nt 111u,v1~1 • , ":,II it'Ft iUL,i/lwo,JII lfl-Wjt c r , 'J"tl :ri1r • ·•r'ool r ·e 11 t ; r n rt tt r z W-""'! n etc· >11 tliilltl , ,tiolllt:I • 1 • ze rev r·• 1 d r rt t t r : • ·u·e r :n:t 1n: e r • ,o : tr , >•Mt• tzn it e , r Nii 1rct ,,. ,, r rt:#W • r ,; at raw :nr t z:va· ·, r to ;; : i r rr:r:-rf r·-uwor<o/l&J ,.-,16:ei<Nli'r, :n: r:tr:11, e:11Cioli ti#lrt: r ··•srtt l(f";l/\$tlil"'e ohe¥:,·r 1¥i"ri7UUO ... ~-.. ,...,., 11·, >111 .. tttlf SM ,Jtk&·ro1 • ······---'"" -- ' . J STATION CU. EXC. YDS. FLL \ ----- •.. -------------------·.. --------.:..:::___ ---;r'--'-::i.-~-~~~--. --• -----~ ----------------.___ ---- - =:-~oc=-f'_-,::.. ~ ..___" •• • -I<) • ~ / / • • --------------310-----------::----__ • ~· . • ~ _-_;...~~ 3,sr;~.,-,!--t--•• 400 -• .._.,,,..-" ,I<) • • , .,._'"I •·45) ~'-:: , -----------------------> 3.oo.----~ -----------~ "" --'----==--;:--. :;...----. ..90'-=-· -~-.\\\-::-ff-'rrr_ .:.....-=--, ,. -...., ~ :,.,.:-,.'-!.__ / ~ •.;Jo ~ / ;J " ' , ~ , ' i~ ---------~, ·~ --------~· -> • ~ ' \ ;:, \ •• ----... • ------30 ---c-,,-• ;;; :-:-, •. . \ II _ ,42 J--EO-\:-t-: (., -,_<, '"'.-, --~ , , -, _._, '~---L...,--(C· - , 41 ----4 -........... "---.... -......._ ~ -o -~ ~___,i:;:;.;c • ~~ -~ ~------------~me • ,. -~ •,·,-~ ~-----------\,-----------------z -f~ , .. ,,_____ ~ ···~ ~ • ----------------- --:-... ~ ------~----------~-~ ~ ~. -----~------..;s ~•--------------------------~ · ... _ /!f _ -,-• -4' ., ------~1: ---------.......... ~ ""~: , •• ~....Z"":\.· I I ----------------~ ---------" "' ' \} • ---------------------" IA -----....._ -----------\ \ \ I \ \ I ' . . .. \ .. I ' \ j ' , -----........._ ---_ -, . • '--.,_ •• ."-..._ "-' ' --. ~: \ . l ,:) cc!' ~ ------~ ""-,'00 ~ ~ ~ ~ ~ ' , a/·/ '-~ ·,, ~ t -- \ \ \ : \ \ ,; \ • r' .• \ ' ( i . .. ) > \ - \ ~ I I I I \ \ \ ~ \\ , I :, ( / /I : .-:ni •r. __ ,.., STATION EXC. CU. FLL YDS. I . . ~ -~ "" ~ ~ ~ ,i ---~----_,___ ·-r, --39 11 \ \ ) I PRE;ARED BY THE :lll!r• J 1/, KEJ TH £!!II•• ~__,,.----~ / \ COl'lf' AN JES ,e:,=": - - ""' ........... --•1•-- I \ I \ \ \ DIIJ 14 15782 Sheet 79 of 177 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY . / -----------, ",,,, ~-~"-"" \ \ ' • 1 \,\\1\ ' '. ' ' \ I • \ I \ \ \ \ • I I ' I \ ' \ \ I \ A . N rre: FO);i IRRIGk N LEGE , GENERAL° NOTES, ANO DETA SEE' HEET 't,{0. 124. / I f-, \ "\ / ... i ', i ' / \ IRRIGATION PLANS LOWER LOOP ROAD &, 1/l//1t /lEDl..11£ #If & t O I<'/~¥ --~~~DALTE+-"--D-ES-C-Rl~PT-10-N-~PmRE~PA~R""ED~~D~ER,---------,--S-HE=Ef SUPERVISION OF __ ~==::! 57 STA.10+00.00 TO STA.1 .. 00.00 REVISIONS .._ .,,DE:.:!.Sl~GN::.!:E::.,D ---,.------1 SCALE DATE DWG. NO. OF ~AW!I CH CK D AS SHOWN 127 • • J i '. j i ·----··---·-··---· --·-· --· ·----·-···--•··--··-··--·----·=·•:-••-···-·J, ;-••"" ,a •• -.... aa~.a:: -----------------------------------• __ ,... ___ _. __ ,»<•-.... •--~~-••·•,. .. •••-,....,....., __ ,..._ ••••• ,..,,..,., •• w, 1 ··-> 0 •--• R-" -- ' ' p. . " ... rt r:leti#itrrr ,-· mzr tttrr:tr o 211'1 :- ' ' ' , / / ' / / i / , I / ,' j '•,,/ & ,! ',, ' " ·-: I,, \ \ ~ ' . PRE; RE CALCULATION FOR VALVE F-1 @ 55 GPM- WATER METER@ ·495' EL. 2.30 PVC MAIN LINE P E 8.S3 ' EUECTRIC CONTA:Xw.l.\l!: ~80 LATERAL LINE SYSTEM LOSS.. 3,20 PRESSURE FIECUJ1ED AT SPRINKlsll..__ 40.00 PRESSIA1EL06SIJUETOEUEVATION ~49,80 FITI'iNG_LOSS (20%0F PIPING LOSS) 2,41 MASTERVALV,E -·---- TOTAL ffiESSURE fElll""iiierN'QR OPERATION WHEREBR:l'M,il..tlEPl'ECR:lSSES RETE DRAIN CHANNELS, INSTALL PIPE IN A VANIZED SLEEVE, SEE DETAIL M": ·, •• '···· • • , .. "'l '1- :,t-':, -:c,--.,-.1:. _./ ; ·,....__ ' NOTEi t«Of'OSEEP U, AVED IIENCHES ADJACENT TO THI; PAfft<~yS AND ALL Sl.:Ol"Es-TO .THE Gr-.,01~, LI!"ITS FOA EROSION CONTROL ONLY. -,. ----- \ I I I! i \ \ ' \ I . / • • \ •. WA SVSl1:M V ro• Willa! NOIJlll'l'llwa> ------ ----- . \ / ! I, ' J : i \\ \ \ . \ \ \ \ \ ' I \ \ \ + s? s 0 \ \ \ . ' .• ' f / l l I I ( ' I ! ' I , _', ! , i ' I ' I ( ,, i \ \ \ \ \ ' ' / i I \ ' \ • I , I \ \ \ I \ ' ' \ / \ / , : , , ,' .' ; .: ' i ,i \ ' \ I I DR, 14 t5782 m-t 80 of 177 \ STATION EXC. cu. FLL YDS. I I I \ \ \ I \ \ ' \'l~~ • • ' OF CAtl\ \ PREPARED BY THE KEITH CO,t>ANIES I ( \ \ I \ \ __ .,..,.,.11-. .. -111•-- I ORANGE COUNTY ENVIRONHENTAL MANAGEMENT AGENCY IRRIGATION Pt.ANS LOWER LOOP ROAD 8T4•71+00,00 TO 8T4,88+00,00 , \ \ ' • ,, ,, --• • • -· • / / / ,--• ·--PREPARED UNDER NO. , , -~ ~ , • \ I • ,' 1) e,. -I.., -i:t 1 fi/ •.,. "~ =·•.'-~~~ ~ -~,-.,,, .. ~ ,P ,~~.~ ~ ... ~ I ==~"' J .;;&n'qJ"llli11n:ca11xrits·:tm:r:':swrt nrtr n r::ter:z rt:e:s, =••·•+ ··sr ·:wt·:· ,.., if f :re en J :;ad arr tnitttr<rrt1ttt ·frtwtr rrn:iollUi••- # :r:irtt#7il'lfrtt2 • • J , "'"f • ,c.e·," ' ' J· -~ ' !pp· 'frl-V'lflliie 141 ; u.ii.i a;,1:11\ 1•·' fitqic?t ..... ollliMl<Mi __ , :.t,, .. )rt 1ilt11751/lttthl'tfi; $Mil STATION CU. EXC. YOS. FLL --------------- / / ..... ' ' ---·· c•.,-.---.-r-• -~----- _,,,--..._---~---- ( I twls ::orb:irioe 1■rerrne ,,··mtdzarc;-,ure rt n I fq; e;ttttrttll:l:t' rt n te·1,1, :iw 1:0 '± x·w to -,, ti t:rtfsns W& ,;a,;, 'I • ,--'>r:ltt• ... -•-•u, r ,.,. tr t WI •-:t• , II I - ' • 1 ilfftffd Slt'Nt: wotrr::·:· It S 7:mtt' int 75dttadr :tn ii.Iii' P5741Uli" 1 -I n ·11 ra att·::srr2uc11w: 1&:r:1Ml11ill'i·••• / / / ur 111, W:llal!' t srro: r ! ! / • 3 Cl" II 'I • .1 ' j j 01'.Mbht I be at Ill f rtr:t:Fkl 'f 1:Wrtr:txt I 7 ! / I t1' ---..... / / .... .... ..... , s·otm :ratrtN't?IF:H-fMt z-C'K"Jii net ·rzu z -IEPCJ s:;-r:?i-, r ·rtt,e·•occa tit-• " \ \. \ \ \ ' . STATION EXC. CU, FLL YDS. CONTAOUER 'G' LOCA1\JN. ISC-32'WAl.l MOUNT CONTROU..ER IN AVAN~~ ENCL~ SEE DETAIL 'J'. FINAL lOCl\TlON TO BE APPROVED ---ilY THE !..AN!lSCA"E ~-'le"!TECT. COORDINATE THE ,,,--- ~~~;TOTH~ ~:KlN AND~?~_.//.___ PRESSURE CALC TION FOR VALVE G-5@21 GPM \'• .. '· \' 2' IRRIG;TIO~~ATE~TER@ 1035' EL · 0.00 .. ! \ ' \ ' ' •. \ \ er QASliFLO¼\f PA[VDHIOtf'f)[ldJef_ ---~-· --a.ue ' PVC MAIN LINE PIPE ·--... 0.29 ELECTRICCONTRCl. VALVE , -, 2.90 - TERAL LINE SYSTEM LOSS 2.70 \ . \ ·. \ PRE&$UREREQUIREDATSPRINKI..ER ,. __ 40.00 PRESS~OSSDUETOELEVATKlN ··-·-• 16.45 , / • FITTING LOSS OF PIPING LOSS) .. 0.87 \ \ ,. \ \ ,, ' .. MASTER.~ALVE • '· • ·--~ ·, \ • .. TOTAi. PRE'isORE REOUIR£0 FORCll'ERAml'f' 87.07 "-.,._ ' • ··-', \' '•, \\\ '' WHERE BROWN LINE PIPE CROSSES CONRETE DRAIN CHANNELS, INSTALL PIPE IN A GALVANIZED •• >' • ~\··-.. ~ SLEEVE, SEE DETAIL 'M'. ,. • '•,,' '-...._ __ '' ,, •. ' ' '. ••• •• -~· ' , ••. ----.. --' --~-- ---··. ,· -- " ~ ··. _t,. •. ,.,. · Ill i;. .., !!). ' ·-·, -----' ·, -----------......... \ .l.c;,~3' ·--, ••• ,· ', • -"\ / I ' ----' \ ' ' ' // (~·,: ~ ( ' ------~- \ ·. \ ID ,:-,:,,.;.;. • =----• Q:; • 1303 • '' \l/ ''"'g ' ,· . f Cl\tl\Q PREPARED BY THE KEITH COMPANIES ORANGE COUNTY ENVIRONMENTAL MANAGEMENT \ AGENCY ' \ DR, 14 15782 Sheet 81 of 177 \ \ \ . \ •· .. \ ,_,_,o,.J ':-4S a.,,, .. .-re-- & 1/t/lft f/EOll,Ve, #/~ .. . . . .. ... J IRRIGATION PLANS LOWER LOOP ROAD ' . . . ....... • .. .;_, ".tl• .. •J P•· I .. L."';o:·"c;. • J 1r • I i ~-- l { .l\ l I J STATION cu. EXC. YOa. FU \ \ I iJ • -\rt? rtr rrzt:i:s z e-:r an th't11@a%rttti:rct:ifi::1 ht x e n a 11 1 ..,;,,s·4-1a;a--r: j' ttl' IWd 1 :%,re,o&M" •·•ii Mt#;Q t t t'F «,: ' • \ ---- I -- \ l ' -. . . . -~-::;,~ ~~=~ ~✓::- I ' ----- -i;,.;;;;;;.. _________ --1 ' A /~IS,ltrfo,..J Lfil. 1•~ O<./IL..T5" &, 1/4/41 )lECUj.Jl', ♦Ii /1:,. t 'lo \-l'(DPoSE!!D ,¼e IWIK DATE • /. ' _-/ IRRIGATION f'LANS S1JmON EXC. cu. FLL YDI. LOWER LOOP ROAD STA. 99+37.75 TO STA-111+00.00 --= ....... --t sis -~~~-'-I SCALE DATE ow. 110. I~ --1o11•1io ------------"'! l, 14-I 81'8 l!OUGH 01'Al>E/SHT.12/l.L-l!D/40 SC,• 52C0.231f'F• 3098 l85 25·H,,·89 02•50 PH/ 3')98·5102 • • • ... ,· ", .f , .. ~ • •"'-",W••i;rk" , " cu. EXC. YDS. FLL \ ) I, . ; \ \i. \ I\ ' \ ''. ) \ ·.1 ·,· \ \\\ ) , l \ \ \ \. \ \ \ • • J \ . ----I I l 0 • .. 0, \ 0) PREPARED IY THE KEITH COl'PANIES I I I I l I I \ mmoN ElCC. FU I I R ... I l cu: Ylll. '---- Ii- ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY IRRIGATION PLANS ' LOWER LOOP ROAD STA,111•00,00 TO STA,119+44.63 , / / . __ ., ___ ....... --·-------· . .. .. , . . . I I> ' ,; • ... 12•112"■ Iii" C,tfp 81..0C.H C411/T£1f WITH WAU.. (TYi':) -r.w ~, .-: I-~~> ~'.:-1 .. . . z»,-cur._ i--,~ ,B•" ,!J ",c /0" 8/.l){.J( 50UJ> GKOIJT A LI.. C/:LI._S 11'4-~/t,," /NBOlVI) ~..._ BFAM6LOGI( I= • . . i: Ii b ,i:l t ;!. " 2 .. (I" • r: l(~AY.!'r--T PR£CAST' P./tl. >-I. CoNCl'(l:Tc ..... ' . .. CASE #I N.T.S. · • · ¼" ;sJ •1-e 1,:,•----, (,• ""4 41""5 I ,-r.w- P.,.. . . .. ' ' .. : .: '.' '. . CASE #2 , N.T.S. SLAS er OTHERS • ~ -:. • ~ " ' PRECAST P.M.H. C<JNCRETE 3LAB BY OTHERS , .. . . . . . . • . . . • . • ·-. --• Iii ~ ~ I\; ~ ~ ~ ltj iii \; "'i . "i • . . . . . . . . . . vs,01:WALX . ·.·I:;) • .. . : . . . . . ~ -- f U\'t ' ~ -_,,.,H ~ PAO ' / ~ J I I CONCRETE-2 I __.;,,.. 8" .,~o-' s,ze: !"Elf 5.CE- l"LANS PMH CUT CONDITION N.T.S. WALLA·._..,., 3 I lw..iLAI L ____ , SECTION 6 N. T.S. s SI-OPE J CUT IF 1-1- ELEV. A ELEV.B A-olfB • v,/ALI. a ELEV.C 507 75 633.51 ELEV.D 417 ELEV.E ELEV.F !5 E V. G 5000 635.80 S xi 3 2.6 2.6 STEPx2 -3 5.33 !533 STEP x3 8.00 8.00 WALL TYPE CASE I CASE 2 CASE 2 CASE 2 ALL TYPE B -CASE I CASE I CASE I -- ~ONTll'IIIOUS KEr. WALL c.F: • . . .. . • -- ,-F:"G. OF' r.S. /Ill FRONT OP k/ALL Ml/ti. LAP CONCRETE BLOCK WALL CORNER BAR DETAIL N.T.-S. A l~LL I I I I , ____ _I SECTION A N.T.S. ' • • . • • ·-. • • l!l I I l • -• ' . ' . . -. . • . '• '\.;:•·~ . . ,: I·.-,.,.;:. -• ~ ~ . .. ' . ! J..-_.__ .. INS2L~(JM I"~ KATU . iK Yfo "'£: 'd/V· SCI/. 40 ~J,,.., • • • • • • t • ••• • : .. , ~ :,--- • C.F: L!~{Ja[¥,(Kj(_-!.TY..!.!...P!.:IC:::::A:=LmSU~B=---=D::.:.R.::.A.::.l:.:.N-=O;.::E:..aT..:..'A=IL=---- - ' MARI< OAT( D£SCRIPTIQI\I DR, 14 15782 Sheet 84 of 177 . .. ORANGE COUNTY EN~RONMENTAL MANAGEMENT AGENCY DETAILS @ P.M.H. RETAINING WALL N. T.s. 0[51GN[D SCALE DATE OF ., ~~~~=j======IAS SHOWN \21 twl _____________________________________________________________ ..;. _________________________________________ -:'.::"':-"4~~:•w~•~D~M~W;·;;;~C~H£~C~K£~D~~~;~...I.---'------•--""' OW • u '--.., ..., '" _]) e tt./-I.S 7 fl'J, • l J • J r Ji. ., "' g u .., g ~ • • "' .... T 'isl_ r GRADING NOTES: , . ALL WORK SHALL BE IN ACCORDANCE WITH THE GRADING CODE or THE COUNTY or ORANGE AND ANY SPECIAL REOUIRH.IENTS OF THE PERMIT. A COPY OF THE GRADING CODE ANO MANUAL SHALL BE RETAINED ON THE JOB SITE WHILE WORK IS IN PROGRESS. WHEN REFERENCED ON THE PLANSJ .. COPY or EMA STANDARDS PLANS SHALL ALSO BE RETAINED ON THE SITE. 2. GRADING SHALL NOT Bl STARTED WITHOUT FIRST NOTIFYING THE DISTRICT GRADING INSPECTOR. A PRE-GRADING MEETING ON THE SITE IS REQUIRED BEFORE START OF GRADING WITH THC FOLLOWING PEOPLE PRESENT; OWNER, GRADING CONTRACTOR, DESIGN Cl\11L ENGINEER, SOILS ENGINEER, GEOLOGIST, DISTRICT GRADING INSPECTOR ANO WHEN REQUIRED INSPECTIONS FOR GRADING WILL BE EXPLAINED AT THIS MEETING. 3. AN APPROVED COPY OF THE GRADING PLAN SHALL BE ON THE PERMITlED SITE WHILE WORK IS IN PROGRESS. 4. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2,1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE. "· FlLLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM or 90% RELATIVE DENSITY. AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED TO A UINIMUM OF 95,r; RELATIVE DENSITY. MAXIMUl-4 DENSITY SHALL BE DETERMINED BY UNFORt.l BUILDING CODE STANDARD NO. 70-1 OR APPROVED EQUIVALENT. ANO FlELD DENSITY BY UNIFORM BUILDING CODE STANDARD NO. 70-2 OR APPROVED EQUIVALENT. 6. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED IN WRITING BY THE SOILS ENGINEER ANO THE BUILDING OFFICIAL PRIOR TO PLACING FILL. 7. FILLS SHALL BE BENCHED INTO COMPETENT MATERIAL PER EMA STANDARD PLAN NO. 1322. 8. ALL EXISTING FILLS SHAtL BE APPROVED BY THE BUILDING OFFICIAL OR REMOVED PRIOR TO PLACING ADDITIONAL FILLS. q._ ANY EXISTING IRRIGATION LINES ANO CISTERNS SHALL BE REMOVED, OR CRUSHED IN PLACE, AND APPROVED BY THE BUILDING OFFICIAi AND SOIL ENGINEER. I 0. STOCK PILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO EXCAVATION. 1 1 lH~ O[SICN i:NCIN!i;E;R, Ai'. ♦ tONQlllON Of /'ilQ!,.lGM GfilAQ&; &i;ip;~QV,•,L, SI-IALL PRQ1JIQ[ A 8LU[ TOP Wl+M ACCOl-'AA."l:it:lii1c WIT►le"~S s:is.,tt.E. SET M Tl IE CEN"FER Of E.tiiOl I P-A0 REFLECT1rm fl IE PAD [L[WcHON- FOR PR~CISli µ[filMlla ,6,~I~ A liblJli TQ~ WITM w1n1.;:.s iTAKli: ii:l Ar ll-lE 9RAl~IAGE iiWAlE MIGM PQIMT REfb:LECi"RMG lME MICI-I POl ►U ELCVl.+18tl ro~ P~tUMl~jAR¥ FltrH,11+5. 1 2. ALL TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE SOILS ENGINEER PER THE GRADING CODE. 13. THE ENGINEERING GEOLOGIST AND SOIL ENGINEER SHALL. AFTER CLEARING ANO PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYON FOR AREAS OF ADVERS[ STABILITY ANO TO DETERMINE THE PRESENCE DR ABSENCE OF SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, SUBDRAINS WIU BE DESIGNED ANO CONSTRUCTED PR!OR TO THE PLACEhAENT or Fill IN EACH RESPECTIVE CANYON. 14. SUBDRAIN OUTLETS SHALI._ BE COMPLETED AT TH[ BEGINNING or THE SUBDRAIN CONSTRUCTION. 1 5. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE/GRADE AND REFLECTED ON AS-GR•DED PLANS. 16. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING ANO AFTER GRADING BY THE ENGINEERING GEOLOGIST TO DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR ~TENTIAL GEOLOGICAL HAZARDS, THE ENGINEERING GEOLOGIST SHALL SUBMIT RECOMMENDED TREATMENT TO THE BUILDING OFFICIAL FOR APPROVAL. 17. WHERE SUPPORT OR BUTTRESSING or CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST AND SOIL ENGINEER, THE SOIL ENGINEER SHALL SUBMIT DESIGN. LOCATIONS AND CALCULATIONS TO THE 8UtL0lNG OFFICIAL PRIOR TO CONSTRUCTION. THE ENGINEERING GEOLOGIST ANO SOILS ENGINEER SHALL INSPECT ANO CONTROL THE CONSTRUCTION or THE BUTTRESSING AND CERTIFY TO THE STABILITY OF THE SLOPE ,.NO ADJACENT STRUCTURES UPON CO~PLETlON. 18. Wl<E>I GY+ PA95 PRE QROYGM+ +O >IEAI< GRADE. +IIE i)IGl>IEERl►IG CEQLOGlfS:f SMA.Ll 0El£RMINE IF lHE BEDROCK IS [MlEtlSl11'ELY FRA.ClUREQ OR FA.UllHJ A►IQ WILL fil~ll'( TRAM~Mll WA:fkR. IF GONSIBEREO NEGES5AR¥ 8¥ fHE [NGIN[ER1>16 GEOLOGISf ANS SOILS OIGIPIEER, A COMP,t,Gf[Q FILL 8LA~lk.CT WILL 8E PL.AGCO. 19. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS ANO SUBMIT A COMPLETE REPORT ANO MAP UPON COMPLETION OF THE ROUGH GRADING. 20. THE COMPACTION REPORT ANO APPROVAL FROM THE SOIL ENGINEER SHALL INDICATE THE TYPE OF FlELO TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH TH[ METHOD OF OBTAINING THE IN-PLACE DENSITY, WHETHER SANO CONE OR DRIVE RING ANO SHALL BE SO NOTED FOR EACH TESTS. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 21. THE SOIL ENGINEER ANO ENGINEERING GEOLOGIST SHALL PERFORM SUFFIENT INSPECTIONS ANO BE AVAILABLE DURING GRADING ANO SPECIF"ICATIONS AND THE CODE WITHIN THEIR PURVIEW. 22. THE CIVIL ENGINEER SHALL BE AVAILABLE DURING GRADING TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE ANO ANY SPECIAL CONDITIONS OF THE PERMIT WITHIN THEIR PURVIEW. 23. THE PERMITlEE IS RESPONSIBLE FOR DUST CONTROL MEASURES. 24. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE. 25. THE LOCAT10NS ANO PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 26. APPROVED PROTECTIVE MEASURES ANO TEMPORARY DRAINAGE PROVISIONS SHALL BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING. 27. ANY EXISTING WATER WELLS SHALL BE ABANDONED IN COMPLIANCE WITH SPECIFICATIONS APPROVED BY ORANGE COUNTY, HUMAN SERVICES AGENCY, DIVISION OF ENVIRONMENTAL HEALTH. 28. ANY EXISTING OIL WELLS SHALL BE ABANDONED IN COMPLIANCE WITH THE ORANGE COUNTY OIL COPE TO THE APPROVAL OF EMA/REGULATION, SPECIAL SERVICES SECTION. 29 ANY EXISTING CESSPOOLS ANO SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM BUILDING CODE TO THE APPROVAL OF EMA/REGULATION, SPECIAL SERVICES SECTION. 30. PRIOR TO FINAL APPROVAL, THE CIVIL ENGINEER SHALL CERTIFY TO THE BUILDING OFFICIAL THE AMOUNT OF EARTH MOVED DURING THE GRADING OPERATION .. 3 1 • THE PERMITTEE SHALL. COMPLY WITH THE GRADING CODE RE:OUIREMENTS WHEN AN EXCESS OF 5,000 CUBIC YARDS OF EARTH IS TRANSPORTED TO OR FROM A PERMITTED SITE ON PUBLIC ROADWAYS. #' CHAHf'eR 0 ' J_ • 13 ' T .. 4&1,1'5 It," ().C, ti I I 1 7~• ' 1: ~r,. '= -I FRONT ELEV. SINGLE HEADWALL ; • I,". 3-8 8-6 75 30 4-2 I 0 85 ' --. 1.52 I SECTION N.T.S. _..}:j=EA.,;.:;D:....:..W"""'A=LL=----'2' . IN.T.SJ \J , . • GUMTE D1TCH PER PLAN • B t '6" I I ', 2· , ( 6"'11:6"'11:W14xW1_4 \. wn.oi;:o WIRE MESH I , ..... "-._ CUT OFT 'liALL SECTION A-A 1'-6" SEE Pl.AN , '-6" b ' , ' // ., 1 '-6" ,·. '" • /. ' SECTION 8-8 @ GUNITE DITCH AND ENTRANCE DETAIL ( N.T.S.) Design Profile ------Topsoil ---- Existing Profile 1: 1 Projection Alluvium-r ALLUVIUM AND TOPSOIL RE~.AOVAL DETAIL (N. T.S.) ,. , COMPACTED - - - --FILL ---- -------..,,.,..---_-_-_-_-_-7""-_,,----_-.,., PROJECTED PLANE REMOVE UNSUITABLE MATERIAL-~ - - - - - _,~ - - - -- - - ----- - .....,,,,_ / 1/, 1 TO 1 MAXIMUM FROM TOE OF SLOPE ---·-- - --- - --:,-,""'~"' - - - -..«J'.. --.,,,,,..--r ,,.._ TO COMPETENT MATERIAL-~ - - -~ --___.._ --;,."11!!'"--,,,.~ - - KEY DEPTH (D) -----~ ...... -'(~-:~~ - ' ~ -----,,.._ ---.,,,,--BENCH E )(IS TING GROUND SURF ACE _ -.-. "'""'.':_ .e_ -_ -_ (TYPICAL) -~-- - --~-.-r - - --,,.._.SLOPE AT LOWEST BENCH TO Ill:: --:r-~--;::: 2% MIN --' APPROVED l!Y GEOTECHNICAL CONSULTANT _,,.,,.,,,,,. 15" MIN.------4 _,, _,, -2• MIN. LOWEST BENCH I .,,,,,. _,,.,, (KEY WIDTH) (W) FILL SLOPE REMOVE UNSUITABLE MATERIAL-~ -...,_ EXISTING GROUND -_,,.,, ,___.? __ SURFACE~ _ _,,.,,,,,.-_. _ ~--_ -_ -_ _,,. _}.. _,,. _,,.,, --2" MIN -,__.. _,, --rv "'-BENCH (TYPICAL) SLOPE AT LOWEST BENCH TO BE APPROVED BY GEOTECHNICAL CONSULTANT ,--_,,.,, _. ~1 5· MrN--! _,,.,, -_. _,,.,, _,, 2. Mlf\l. LOWEST BENO-ti .--_. _. -(KEY) • CAN BE CONVERTED TO FILL SLOPE WITH A MINIMUM 2 FT. DEEP AND 15 FT. WIDE K(Y AT TOE. -- NOTE· cur SLOPE PORTtON • (TO BE CONSTRUCTED PRIOR TO Fill. PLACEMENT) FILL OVER CUT SLOPE SUBDRAIN AND/OR GREATER DEPTH AND/OR WIDTH or LO'IVE-ST BDICH (KEY) MAY BE RECOMMENDED BY THE GECTECHNICAL CONSUL.TANT BASED ON ACTt.:AL FJELD COND1T10NS ENCOUNTERED DURING GRADING. BENCHING DETAILS (N. T.S.) - - - - - 10' MIN. OR DEEPEST UTILITY COMPACTED-• FINISH SLOPE F"ACE --- - ---- - ~--=l--:_ _-:,. = ~ ---~LL --..:; _-_-_-_-_-~.,;_--n----_-_-_-_r,.,-_-_-_-_-_-_-_<"'I __ _ -----L--~-----~-------~-----~---------------------- - - - ✓ --- - - - - - - - - - - - - - - - - - -----~---------------~------ - -_,,._ -- - - - - - ---- - -- - - - -- --fi)-,-l,IN, -_.,.,_.,.-:.. - - - U-=-----= -_ ---◊J.; -=-~ ---3' MAX. -_-_-_--= 1-,..._,..=---= = = -••)N. = = -=-=~S'-MI~=-= = --3' MAX. ---------~~---_-......,..,.-_-_-_-_-_-_-.D_-_-_-_-_-_-_-_-_ - -_--_,r-1----_-_-_-_-_-_-_-_-_-_-_-_-------------------------------·--------- OVE.RSiZE WINDROW _ LREGULA.R Fll_L FREE OF OVE~SIZ[ S~OULD BE COMPACTED TO 90% REL.AT!VE COMPACTION () 0 0 0 PROFILE ALONG WINDROW 0 OVERSIZES CAN BE PLACED fil>iER ON A COMPACTED FILL SURFACE OR_ IN A TRENCH DUG INTO COMPACTED Fill AND THEN SURROUNDED WlTH GRANULAR SOIL WHICH SHOULD BE DENSIFIEO BY FLOODING. (GRANULAR SOIL SH.ALL ME.AN ANY SOIL WHICH HAS A UNIFIED SOIL COMPACTION SYSTEM [UBC29-1) DESIGNATION OF SM, SP, SW, GM, GP, OR GW WITH SE ;,. 20). ' INTERIM COMPACTED FILL suRrACE GRANULAR SOIL CAN BE PLACED IN STAGES (FOR LARGE ROCKS), OR AT ONE TIME {FOR SMALL ROCKS) LARGE ROCK INTERIM COMP-4.CTED FILL SURFACE 6" MIN. SMALL ROCK TRENCH DUG INTO COMPACTED FILL GRANULAR SOIL (SE;,. 20) TO BE DENSIFIED BY FLOODING _ _/ ROCK PLACEMENT DETAIL ROCK DISPOSAL DETAIL (N. T.S.) '--NATURAL GROUND ,, ' 8[NCl--f1NG SUBDRAIN ALTERNATE A: ----------. .1.--suBDRAl"J TRENCH 0 S(( AL ft.RNA TES A a: B PERFORATED PIPE SURROUNDED WITH ~'ERMEAB°LF.: MA f[RIAL .,I "ESIGN n1,,sH _:11 1:- GRADE ...=I I i- 1 -1 I,. 1:-1' NATIVE BACKFILL " •• • •· •.CAP FUER F"~BRIC {~IRAF"I ;4Q OR APPRQV[C, EOvl'JAL[NT) 3/4" TO 1-1/2" / CLEAN GRAVEL OR . • APPROVED 15· 20' MIN, --[QUIVAL[NT •~;t.J. MINjPERFCf'\TED 4°11l' NOl,P~RF"ORAlED•! MIN. PIP[ .II lllMIN. DETAIL OF CANYON suaDBAIN TERMINUS ALTERNATE A-1 SUBDRAIN BEDD1NC P£RtOfiAT[D P1PE 6"'ot MIN ALTERNATE A-2 ALTERNATE B: CLEAN GRAVEL WRAPPED IN FILTER FABRIC .1 ALTERNATE B-1 ~-FILTER FABR MIRAf"1 140 F'IL TER ; A8RIC OR APPRQv[D [OUIVAL[NT LJ/4" m 1-112· CLEAN GRAVEL ~ APPRQV[O EQUIVALENT 9 l'"T. 3/n. ALTERNATE B-2 • SU80RAIN IN$TAUA1ION -SUBDRAl"ol P,PE '$HALL 8[ INSTALLED 11,'ITM P[Pf'"OliATIONS DOWN OR. AT LOCATIONS DES:GNATED ev TH( CCOT[CHNlCAL CONSULTANT. Sl-1ALL i3E PfRF"C)RAT[D PIP[. • SU80RAI~ TYPE -SUBORA1N HP[ SHALL 8£ A<;Tl,I C501', ASBESTOS CEM[NT PIP[ (ACP) OR ASTM D:27~1. SOR 38 OR ASTt.l 01~l7, SCHEOUL[ 40 ACRfL◊N1TRIL[ 9UTA01[N[ STYR(NE (ABS) OR ASTt.l 0303• SDR 3CI OR AST!,1 01165. SCHEDu•.[ ,a F>OL~VINYL CHLORIDE PLASllC (PVC) PIPE OR APPROVED [Oi.llVAL[NT. SPECIFICATIONS FOR CALTRA'J$ CLASS 2 PERMEABLE MATERIAL • t US. STANDARD $1f\lf 51Jf ,· J/4- J/8" NO. • NOB NO 30 NO. 50 NO 200 Pfl.CfN T PASSING 100 90-100 40-iOO 25-40 lB-33 ~-15 o-7 o-, SANO EOUlVAL[NT > 75 0 CANYON SUBDRAIN • DETAIL 7 f--------'---'----:--'--'-...;....,---;-~.;..__;.;;:;_- (N. T.S.) 0UfL[T PIP(S - ,(9o NONPH!f"ORAT[D P•P[ 100· MAX. O.C 1-10R1ZOt'ilAlL Y. 30• MO. OC VERTICALLY --i--.... • --------;g,< l f' , ~:::::...:•~· ;-.-"""'-,!,--,.-.. ---- - - - - - - (D) kcY tonou -2•-MIN. TI..TII.-~ --- 2" MIN. OR J P[R APPR('IVED REPORT/Pu.NS P£RF0RAT[D I([\' WIDTl-1 (W\ 1~· t.11,-. OR PEA APPR0\/(0 RlPV i LA PIPETfo:•---+1-10 U1N [A SID[ OP ,01, ~ 'll. B 1 NONPLl'<FORATtD OUTlLT PIP[ DETAIL 8-B T-CONNECTION ~ BA.~'11 CUI 1·1 ()R fl A. IT[~ lYPICA.L 8[NC1-11NG SLl@DRAt11,1 SH AL l(RNAlE.S .I. I: 8 SLOPE AT LOWEST BENCH TO BE APPROVED BY GEOTECHNICAL CONSULTANT CAL IRAIIIS CLASS 2 PE.RULABL[ MATERIAL (3 n.3/rT.) ~ T-CONNECIION PrRFORAfED PIP[ 4",t MIN. < ~----- ALTERNATE A Pfl<FORAIU, PIPf SLIRIWUNllf.D WITH P[Rl,l[ABL[ MATERIAL SPECIFICATIONS FOR CAL TRANS CLASS 2 PERMEABLE J.4Al[RIAL OVERLAP • ACTUAL DIMENSIONS OF nu BLANKET. BACK CUT. KEY W1DTH, KEY DEPTH, ANO SU8DRAIN MAV BE Cf-lANGEO AND ,1..QDITIONAL KEY +-+EU SUBDRM'-1. BLANKET DRol.lN. OR IIERTICAL ORAlr°lj MAY BE RECOM°"["JDED B'I' TH[ GEOTE.CHNICol.L CONSULTANT BASED ON flELD COI\JOITIQNS • SuBORAIN INST ALL11T10N -SUBDRAI,_ !='IP( 51--1'.LL BE INS;ALLED WITH PE"RF"ORATIONS OOWN-OR. AT LOCATIONS DESIGI\JAlEI) BY THE. GEOTECHNICAL CONSULTANT. Sl-1ALL US STANDARD SI[. VE 51[£ I• P[RC[Nl PA~INL POSillVE <;[AL 51-lOtlLD B[ PIWVtDEO AT TH[ JOINT- S~ l,,ffN 5;4· ro 1-1/2" arAN GRAvfl OR Al'PROVlD J/4" 3/8" NO. 4 NO. 8 NO. JC NO. 50 NO. 200 100 90-100 40-100 2~-40 18-Jj 5-15 0-7 0-3 ~~-:::-=>cs:;.;:, [QUIVALlNT (3 Fr. ';n.) BE NONP[RfORA TED PIPE. -"'" ~~(1~1Pl ,,/ ~.s,"( -T CON!,ff{'TION ['-,[[ lll TAIL B· HI / r11 TrR f"A~IC _ _./ (1,IIRAfl 140 OR [QUIVALENT) • SUBORA;N TYPE -SUBDRA!l>,f TYPE SHALL BE AST!~ C508 ASBESTOS (TIJfNT PIPE (JoCP) OR ASTU 02751. SOR 30 OR ASHA 01sn. SCHEDULE 40 ACR\'10N1TRILf BUTADlfN( STYRENE (ABS) OR ASTM D.3034 SOR 35 OR ASTM 01 785. SCHEDULE 40 POL Y'vlNYL CHLORIDE PlASTIC (PVC} PIP[ OR APP1Wv£D [QUI VALENT SANO fOUIVAL[NT > 75 ALTERNATE B CLLAN GRAVfl Wl-'APn [) IN f"ILTER fABRIC SLOPE-BUTTRESS OR REPLACEMENT FILL DETAIL (N. T.S.) FINISHED SLOPE FACE--_ PRQJfCTED PLANE 1 TO MAXIMUM FROM TOP OF SLOPE" TO COMP[ TE.NT MATERIAL---~ -----NATURAL--.__ ,,,,,,., ------------ GROUND -----------f"!NISHED CUT PAO -L ----------------:..--/COMPACTED,. --;- KEY DEPTH (D)--_ --_;,_ -- - FILL -_,-7-,,._,:;_,,-;,,.( _..,"..---_-_/_ ____ -_-_--,,,-,-., PAD OVEREXCAVATION AND RE- ·/-- - - 7 _,. COMPACTION MAY BE R[COMMf"NDfD OVERBURDEN - - - ----_-~-BY THE GEOTECHNICAL CONSULTMH OR UNSUITABLE MATERtAL----._ -_7'_-?,_-_ -BENCHING ENCOUNTERED. 7". -✓---'"L--- -_-...7_-~ \_ TYPICAL BASED ON ACTUAL rlE.LD CONDITIONS 2~ ~I~ ,,r; ,.._...., COMPETENT MATERIAL ACCEPTED BY THE GEO TECHNICAL CONSUL TANT ------..._ 15 FT Mlt,.. LOWEST BENCH (1<U) (WJ SLOPE AT LOWEST BENCH TO BE '\ APPROVED ~y GEOTECtiNICAL CONSULTANT NOTE: SUBDRAIN AND/OR GREATER DEPTH AND/OR WIDTH OF LOWEST B[N(:H (KEY) MAY BE REC'JMMENDED BY THE GE.OTECHNICAL CONSULTANT BASED ON SUBSURFACE CONDITIONS EXPOSED DURING GRADING . SIDE HILL FILL KEY DETAIL (N. T.S.) 1 1/2 0 DR. 14 1S782 Sheet 8S of 1]7 1 2 ----3 inches on original drowing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY £ 'fr.?j,1 ,rev,sro Ker w,cmi DIM ~ t'l••'"I 'AOPFD S" TYP. TO ffi ,.~/7 SECT JON .... A, MARK OAT( DESCRIPTION RE\11SK>NS Q[51GNED DR.AWN 0.M.W. 0-+[CKED- GEOTECHt\JICAL I • .. , DETAILS PREPARED UNDER 5UP[RV1'510N OF"'~ -~- WILLIAM E. WHEELER RC.E. ~2A3 0"' SCALE DATE OWG. NO. AS SHOWN r SHEET 102 OF 127 • I I • .. ' _,_,., .. ,' """',,.•}l":'i···r ,';!;a~,•.~-.. ""'"'"--,,,~-... ,: • .,,-J'"~-- ' ;;. . . ' • . ' NOTES CONTINUED FROM SHEET 102 32. N/A • 33. N/A 34. All CONCRE'IE S'TRUCl\JRE THlT COME IN CONTACT WITH THE ONSITE SOILS SHALL BE CONSTRUCTED WlTH TYPE 5 CEMENT, UNLESS OEEMED UNNECESSARY TO SOLUABLE SULPHATE-CONTENT TESTS CONDUCTED BY SOIL ENGINEER. 35. EXPORT SOIL MUST BE TIWISPORTED TO A LEG.II. DUMP OR TO A PERMITTED SHE APPROVED BY THE DISTRICT GRADING INSPECTOR. 36. SLOPES EXCEEDING 5' IN HEIGKT SHAil BE PLANTED WITH AN APPROVED PLANT MA1£R1AL IN ADDITION, SLOPES EXCEED IN' I 5' IN HEIGKT SH.ILi. BE PROIIIOED WITH AN APPROVED IRRIGATION SYSTEM, UNLESS OTHERWlSE APPROVED BY THE BUILDING OFFICIAL. 37. THE GRADING CONTRACTOR SHALL SUBMIT A STATEMENT OF COMPLIANCE TO THE APPROVED GRADING PLAN PRIOR TO FINAL APPROV.11... 38. N/A 39. PRELIMINARY ~OIL AND GEOLOGY R£PORTS AND ALL SUBSEOUENT R~ AS APl'ROVED BY EMA/REGULATION, GRADING SECTIONS "11.i. CONSIDERED A PART or THE APPRO\IED GRADING PLAN. 40. All. EXISTING l>RAll"a.GE COURSEs TH!!OUGH 'llilS SITE SHAl..l. REIIAIN OPEN UNTIL FACtLlllEs TO HANDLE STORM WATER ARE: PAO\IIDEO AND F ,NCllONAL; HOWE\IER, IN /oMf CASE, THE PERMITTEE SHAU. BE HELO UABl£ ~OR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 41. GRADING OPERATIONS INCLUDING MAINTENANCE or EQUIPMENT WITHIN 1 /2 MILE • ,F HUMAN OCCUPANCY . SHAU. NOt BE CONOUCTEO BETWEEN THE HOURS OF 8:00 P.M. AND 7:00 A.M. DAILY, ON SUNDAY OR oN A FEDERAL HOLIDAY. • 42. N/A 43. THE PERMITTEE SHAU. GIVE REASONABLE NOTICE TO THE OWNER OF ADJOINING LANOS AND BUILDINGS PRIOR TO THE BECINNING EXC,. /ATIONS WHICH MAY AFFECT THE LATERAL AND SUBJACENT SUPPORT Of' ADJOINING PROPERTY. THE II ncE SHAU. STATE THE INTENDED DEPTH Of' EXCAVATION AND ''IHEN THE ' •CAVATION Will COMMENCE. THE ADJOINING OWNER -SHALL BE ALLOWED AT 30 DAYS AND REASONABLE CESS ONTO THE PERMITTED PROPERTY TO PROTECT HIS STRUCTURE, IF HE SO DESIRES. UNLESS )TECTED BY LAW. ff '510N C0NlR0I.: IN CA'\" OF EMF~ENCY CALL: ,:!_If!!£~£'!., -we-• 714 ·c.44 .z,,e ------ I, ' AND WORKERS FOR EMERGENCY WORK SHALL BE MAOE AVAllJBLE AT ALL TIMES DURING THE . S ~ON. NECCESSARY MATERIALS SHALL BE AVAlU. lLE ON SITE AND STOCK PILED AT -: , 'IENIENT LOCATIONS TO FACILITATE RAPID CONSTl<IJCTION OF TEMPORARY DEVICES WHEN RAIN IS 1M. ◄FNT. -~-FROSKlN CONT IOI. DEVICES SHALL NOT BE MMD OR MODIFIED WITHOUT THE APPRO\l.lll OF THE I Jll .r ••~ OFAC.AI . 17. • .• . ---OVAl!U. ER"lSIC"< ll"TECTIVE DEVICES SHALL BE IN PLACE AT THE END or EACH DAY WHEN . C: 5 -DAY MAIN PR i>--dlU fY FORECAST EXCEEDS <IOX. 48. FT"1' ~ RAI.◄$'' )! AlLL »• T AND DEl!!IIS SHAlL BE REMMD FROM STREET, .:t-i::CI' '~p . ·• \ND 'AC,INS. 49 1·;:·,JlED AR , .; ' l•l!IMITTED N>rA F"I. ,E'IER MUST DRAIN AWAY FROM THE FACE OF SLOPES A1' I CONCLU.ll CH ¥0Rl<ING p,t,y 0.lllAINAGE TO ac Olf"'CTED TDWAlROS PESILTl!I-fACIUTIES. 50. T PERMITTEE Al D CONT, • lfl SHALL llt: RESPONstaLE AND SHALL TAKE NECESSARY Pl ECAIJTIDNS TL ,p-l'"tf' PUBLIC TRE" ..S ONTO AlREAS WHERE IMPOUNDED WAml CREATES A HAZA!IPlllJS COIi' ,. ••· 51. THf Ut.uERS'GNED CMc ENOINEEfl SHALL INSPECT M EROSION CONTROL WORK AND INSUl!t: THAT THE WORK IS I~ ....:COROANCE WITH APPROVED PLANS. l.l!allOIIOIINP lltllWII TMK flQICMI.: 52. ii'! THE EVENT THAT SOIL CONTAMINATION IS DISCOVERED llllll1NG THE EXCAVATION AND REMOVAi. or AN EXISTING TAN~. WOR~ SH.llll llt: STOP~ UNTIL A SIT!: ACCESSMENT AND MITIGATION PIAN HAS aEEN PREPAlREP. suaMITTEP AND APPROVED BY HCA/ENVIRONMENT.Ill HEALTH AND EMA/GRADING, 53. ISSUANCE Of A GRADING PERMIT DOES NOT ~IMINATE THE NEED FOR PERMITS FROM OTHER AGENCIES WITH REGULATORY RESPONSIBILITIES fO!I CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE WORI< AUTHORIZED ON THIS PLAN. I!' I' FREEBOAAO SEE' PIIESSURE RELl!ASi.OPENING DETAIL AT Rl6"T SU.'fic,tJ t,-e, IS ARMO APEZOOIAL-CHANNEL · (N. T.SJ • ---------------------------- '<'I . C .-in L r • ., .. - HEADWALL •4 PERIMETER aAR DETAIL A , N.T.S. l/2"•6'GALV, ANCHOR BOLTS, EXPOSE l' OF lHREADED ANCHOR BOLT__ DETAIL A s, 0.0100 (TIP.) ✓-=~:;:::===t:=====::;:::============I .,,,, ,,,,,.,. a• /L-1._i; 6' •• , l(F'/LL V)' ~ ,..>--l·~,., TRANSITION ,,-, r"' 6" GRATE } 16' R.C,P.CTVP.)l'looP Wl'ltl ~ ~• BOTTOM OF t,------,f---------...1<.:'J..n!...' __________ .:_V"" ___ ......j EtJST Slit>W L_J..l,~5-' .....l,.,_!le:,.5!...' -..I 01,c.H • • ~ GALV. l!ARS S 5"0.C, > WELDED -------1 r-1 ---------r= HEADWALL------: 1-1''1.. --7, /I // I.,./"" G, B. ---f-+-+-+...::~'/::... ( II ------!..1 1 OFFSET BOL'TS TO GRATE MISS FRAME • L 4' I -. I I --------~~-----1- "4 PERIMETER SUPPORT BARS SPLASH WALL @ INTERCEPTOR DRAIN TO PIPE CONNECTION 17,__--'--=_..;;..;=-..;...;;..:...;....::....:....;.;...:.(N:...:..~.:,.. . .,,;;S.,...:)c.....:.....:..:......::::......::;...;;..;..:.:....:.::=-=..;:....:.=..:....:..__ PRESSURE RELEASE OPENING ISEE PETAII.. IIELOWI C ·~ . . A' OC - • ' c; 111 ' , .. • .,..-e.z'ruB1-1LA~ /:>TEEL • In lfj ,; 1i.:; /fl,IISIIEfJ G,lfAP£ J l . . " . ., ,, ... . . . •,' • .'!' .. ~-~ • -•. • • . •' . • •/, ,.._ : .• l . " . ~ ' . • MErAL HAND R,411 .. IN~ r; • ' . - • • ·•· ,llf' lf€'f AIN'£1NK , . . .. .. W;\~L Pi ·-• • • DE'f"'A/1. "' ,, . PLAN @ MgTAL HA~P RAILING_ I.I£. ____ ..;._ __________ __. . . 2·xi·x~· COARSE SANO r 2"TOJ" GRAVEL lN. T .SJ , •' CA.81.Z • . '.>":-'"' . . • • • • . • : • • : • • • • . • . -· : . t :, • • • •. • • •··• • t •~-----~--MAINTAIN .-,··•·~• 'I OtSCOpr.rf1NV£ftLTEA • I -._ --~lo;_ ---:~,.. X. -FABRJCATSAND 2cc, 6 ~'PLACE SANO BLANKET IN COt..lUNCTIOH WITt! ARMORfLEXREVETMENT PRESSlJRE Rfill!ASE OPENING DETAIL NO"re ' CN. T.SJ . Pl.A~ OR TREES MAY IIE PLANTED THIIOUOII TI-II! SANO &GRAVEL orENINO. • ______________ , .... _________________ ,.,-.... . . 15' 12' i" PROCESSED MISCELLANEOUS BASE @a ---:.15;:;...' ...:.:W=ID=E:...!A....:..::C:..:::C~E=S S::.....:..:..RO=A..:.:D;.__ (N, T.S.) ' I I COPPER P1PE WI THREADED ENOS __ ,-----EXTRA STRENGTH • • ., , NYLON INSULATION BUSHING MORTAR OATING THREDOLET .. _ . .: ... COAT ALL EXPOSED METAL W / EPOXY POLYMIDE PER LR.W.D, SEC 09900 _,,_ ___ -=-,.,,.,_-,...-,,,..---------+-- C.M.L •C STEEL PIPE rgj\ CONNECTION DETAIL FOR C.M.L. +C STEEL PIPE ONLY _ V, \. N.T.S. _. ~ / ---....._.. -......._ __ ./\...._ ____ -"'-., ""--_.-'\_, ~ ~ StCTION A-A G£0TCXTIL£ ALT£R rABRIC. PER O.C.E.M.A. sm. 1809 n1•• RIP-RAP T-33"' OSO-l!.O lbs-(1:r') ®I--·-· ____!::R~I P:..:-~R~A!:.P.......::!...V!:::!EL~O~C~l....!.T....!..Y_.!R~~U~C!::.;ER~--- (N. T.S.) 5' 1 2· 7' '---TERRACE DRAIN PER 0.C.E.M.A. STD. NO. 1321 .,_ ','1-------'1'--=2=-'---:.T-=E:..:...R.:..:..R...:..:A.....:...=C-=E=--=D:;..:.R...:..:A~I N__,__ __ _ \.V (N.T.S.) UC.141241 DP. 3 • 51 .. '1 ... "'-,J" -... I 1 •. ,' ,.,_,---.. ,-~' ·,· .. • .. ,,.·' ·,: ·";. Dll, 14 15782 Sheet 86 of 177 --1/2 0 1 2 --3 inches on original drawing ORANGE COUNTY ENVIR'J~MENTAL MANAG[MENT AGFN.;r GRADING -DETAl~S t I I . ..,...--" •• '" 1 • " ! • ., f! 'If . '••---· ,. -, L., I ; ·~· ,' ' i;, -1 ,i { ,: ~ 1, • 1 i I . ' ' } ,• -} .: '!'--------------------------------------------- j ----------------------------------------------------------------------------------""·~ •-•-··~;J ... j.MrittriNI<~ \, ... ' ,, r A - ~ ,' SEE STORM DRAIN PLAN -r-oRRIP RAP DIMENSIONS C " [,.,( cc; 4 PIPE DIA. ("'IN.) I -✓' detail G ~see /ll_mits of grout';;J'~ s7 -rtp-r□p r r D....~ ---, ' , ij 'J\ 45' l I\ -J Gffifj\_ .. Ji, r) I 6" -1 \<> I -- ~I ,- I I I I ' ' B l ,-.l--,. - I ' I I / '-eN fillet '" u ' ' jJ, I~ L""" FLLET I I I I "'11l. ,~ I I NE L I • -, I I ., .. opening-....._ I I I I/~% ~ ~~ -t V I I -'-1 + --' ' ' .... -·-;, I I I ~--& v t\o-,,\1ne ... I I " I I I ~ -3" .. ~ .I... "' E -' ' fillet • '"I ..., I I .. r Fill.ET r•"'-, I -r~ I ' I I G~Q _A " L._ -r,·· --1 .L: -45' l l ,~ -~-y - _ see detoil F L I )/ .- ~ -~grouted rock as,( / noted on pion "" ~ ) C ~ ( PLAN NOTE: GROUTED AND NON GROUTED RIP-RAP TO CONFORM TO EXISTING GROUND. -0 }) I @IMPACT TYPE ENERGY (N.T.S.) DISSIPATOR l:_ _ _. • Sf;CT!ON A-A ROUT 1-1/r G HOLES f •LOOR S OR LAB .... ' ' ' ' '- C 2' .r • ~ , I ' \ \ & BOTTOM , '-J'" / 4 f5 DIAG. L=4 4 #5 OIAG. L=2' -9w / / ' I\ ,:. ' ' '-- ,>y . I/ ' Pt.AC[ OIAG. TOP & BOTTOM #506'" C- TYP TOP Of SLAB -SECTION 6-8 R[INFORCMENT DETAILS F'OR FLOOR A:>10 ROOF SLABS • b ' b w " Oe r" ,,. , •r ,~ STEPS-SEE NOT 3-----,, ' ~ h ~ :t; jl' . p s PIP[ RAIL SEE !llOl[ 7 1--l• SEE DETAIL ,. FOR JOINT IJ "' ~ . ' 0 ' " 1-'B: ~ ,·-' • COUPUNG -3•~0- ROUGHEN SURF' AC[ 3'-0 -SLOPE I /8'" PER FT. ~ , ~ w 1-1/r GROUT HOLE.___ ~ Oe 2'"X6" INSIDE DIAlofETER:~ Vi'< ~IGHT WEIGHT METAL IN RTS <r YPICAL F'OR ROOF' SLA ,~ GROUT RAIL IN PLACE V I t:t-~ e / 6' CHAIN LINK FENCE PER O.C.E.M.A. STD, 600-0-0C. \ Place .3/8. e11ponsion joint material between 2· I cl 1 pipe and wall rK,-----1\, ~ "' ~ ~ "' z ~ ~ :i; i5 :I ~ ~ 0: Q. 0: "' lo: WO Ul U. . PR[CAST ~ ROOF :;LAB ~ za -W "'w ~ <Z :s i3 -z ST£PS ARE 1-w CON TINUOU_S u ► AF"T ~ m Oa "w •z SE£ z~ Oa NOT£ 3 Ji ~::: Id 00 Iw ~m -Ww ~r Oe w ~o ►" le' z ~o <C ~-OU e '3 PRE CAST re eu FLOOR SLAB •• Wx Ow ~ ii ~ ~DINT OET.i,ILS PER NOT£ 8 T 1 K I I I I ...._, I I I I roug~ened--✓ construction 10 both WO O 18" both way 6" fil joint p.c.c.--J NOTES #4 0 18" bath wuys (FRONT AND BACK FACE) SECTION 1. MANHOLE SHAF'T SAF'ETY LEDGF.: WILL BE NOTED ON THE - PRQJ(CT DRAWINGS WHEN REQUIRED. GENERALLY. IT IS TO BE CONSTRUCTED IN DEEP MANHOLE SHAF'TS 20 FT. OR CREA TER IN DEPTH 2. A SAF'ETY LEDGt SHALL NOT BE USED If" A PRESSURE MAN- HOLE IS REQu1REO. .3. STEPS SH-'LL BE 3/4~ ROUND GALVANIZED STEEL ANCHORED 4" IN THE WALL Of THE STRUCTURE. STEPS SHALL BE PLACED TO MATCH TH[ SPACING Qr THE MANHOLE SHAP, SE:E DROP STEP DETAIL HEREON. 4. CONCRETE SHALL DEVELOP 3000 P.S.I. OR CREA TER IN 28 DAYS. !>. REINFORCEMENT SHALL BE PER •STM A615, GRADE 40 REINFORCING STEEL SHALL TERMINATE 2" CLEAR Of CONCRETE SURFACES UNLESS OTHERWIS( SHOWN. 6. GROUT HOLES. PIPE AND F'ITTINCS Sl-tALL BE PROVIDED IN THE FLOOR SLAB. PRESSURE GROUTING SHALL BE USED TO Fill VOIDS ANO TO SECURE UNIFORM BEARING. THE GROUT SHALL BE NEAT CEMENT GROUT ANO GROUTING PRESSURES SHALL BE AS DETERMINED I~ TH[ fl[LO BY TH[ ENGINEER. 7• ~~L\:N~~~o5~t~f ~~~~~~lgA~DT~ ~~{16NJT;_~~:R~o 1.5' IN LENGTH JOINED BY A GALVANIZED COUPLING. THE COUPLING SHALL BE THREADED A MINIMUM OF 2" ON EACH PIP[ LENGTH. 8. ROOF AND fLOOR SLABS SHALL BE PRECAST AND KEYED FOR RE!NFOPCEO CONCRETE ?l~E SECTIONS AS SHOWN. All JOINTS SHALL BE f"ILLED WITH 1-2 MOfHAR AND NE,6,TL Y POINTED OR WIPED ON THE INSIDE. I' - I I #4112" l±.'u I b .. filtet min. 6" CHAIN LINK FENCE PER 0,C.E.M.A. STD. __ , 600-0-0C. SYMMETRICAL ABOUT l. 0 NOT PLACE NON-GROUT~ OVER GROUTED RIP-RAP. PROIIIDE A SMOOTH TRANSITION FROM GROUTED RIP-RAP TO NON GROUTED RIP-RAP, with mow,mum spacing \ first IOYff of rip-rap ploced at random of 2" between rocks. Embect rfp nip I'" Into tM coacnle.-._ -- oOoo~ co ~o -RIP-RAP 6x6/I0/10 wire mesh where slope ;5 steeper than 4: 1 Os 16 Slope ~------r.-THICKN~ss E conform to _____f'" .., • existing f'.L. ER PLAN ., ETRI ABOUT 'i_---i 'i. 4 Pi e Dia. min. --l I FOR RIP RAP OIMEHSK>NS P.C.C. • #4 @ 18' . BOTH WAY$-~ ' ' •-4116"0,C. BOTH WAYS O!'TIONAL CONST, JOINT • #4118" o.c. BOTH WAYS ION JOINT P.C,C. 18" #4 e 18" o.c. BOTH WAYS P.C.C. EXISTING GROUND #4 @ 18" BOTH WAYS • N• o 18· BOTH WAYS GRATING PER O.C.E.M.A.---.. STD.133L R.CP. •••a· o.c. 110TH WAYS • ' I I I,, : ~ • ! > • • l ~ j .. . :· . :' : 4•,.c,u .M TE"".lC[ DOWN DRA»I S!C[L PCIII 0.C.[ 1,14_ SlD. lJOI ••■1a· o.c. IIOTtt WAYS , 60 '-, MODIFIED DOWN-DRAIN TO PIPE TRANSITION DETAIL (N.T.S.) SYMMETRICAL ABOUT 'i_ -· --, -,-'\i,-I ...,~,; 1/2 b ffi #4118" o.c. BOTH WAY #4 I 10" CONTINUOUS FROM FRONT FACE OF BAFl'LE 7"Rr.-WALL •4IJ8" o.c. IBACK FACEI _;i;,-#4 @ 1 o· O.C.(fRONT FACE BOTH WAYS LAP 18" c.+--418 EDGE' BARS AODIT10NAL A-A ffi H rt--WALL REINFORCEMENT NOT SHOWN -DISSIPATER DIMENSIONS a 4.80' H h -~ _,,, I l' 480' w e ,,an· I f en· t' I 7.1' 12.6' 9,5' ' -~' .o· I 12)#5 I I I I 3• MIN. 12)#5 I I A.--. ... w 3• MIN. \ ~LC'ATION b ' ., #4110'" o,c_ BOTH WAYS • r P.C.C. , '----''------r----..----0 SECTION C-C DETAIL G BAFFLE WALL < HEADWALL SHALL BE MONOLITHIC. LAP ALL BARS AT CORNERS 30 DIAMETERS IF NOT CONTINUOUS. (2) #4 OR #5 SEE NOTE 2 #4 OR #5 1 2"' 0.C. EA. WAY, SEE NOTE 2 6' CHAIN UNK FENCE PER O.C,E.f,1.A. STD. 600•0-0C. REINFORCING DETAIL ~ ~=-12l#5 " -::111=:,.,._ _,II== #4 OR #5 12" O.C. EA. WAY SEE NOTE 2 (2)#4 OR #5 'v SEE NOTE 2 CONTINUOUS BAR 90' BEND #4 OR #5 12"=- 0.C. EA. WAY SEE NOTE 2 \:, I N STORM DRAIN NOTES: I.I FOR BEDDING DETAIL OF RCP SEE O.C.E.M.A. STD. PLAN 1319. ,-----,_ ____ _ I I R,C,P. I ,, l '------J ____ _ 2" TYP. 3'-O" SECTION D-D DR.' 14 15782 • Sheet 87 of 177 b_,12 o #4114" o.c. #414"0.C. ~ 1-1/4'" D!A.-J'-◄'" LONG VERTICAL SECTIONS NOTES: 1. HEADWALL SHALL BE CONSTRUCTED OF CLASS A CONCRETE . SECTION A-A .3 inches on originol drawing . 0 DETAIL A -ROTATED 90 ®I __,;.M_A_N __ HO_LE---;:-L:--::E:--:::· D:.-G_E_D_E_T_A_I L_ (N. T.S.) 1 \ VARIES ( AS REC'D BY TH[ I STRUCiURAt. DRAWING) J ?;'.4" ROUND MILO STEEL BlR PLAN Yl[W ~ BENO HOT __E E: i 2-112·1 o -0~-=?J fRONl ELEVATION ~ DROP me DETAIL •1.& NOTES 1 AN ALTERNATE STEP MAY BE USED SUBJE.CT TO TH[ APPROVAL Of THE ENGINEER. 2. ALL STEPS Will BE F'"IRMLY AND RIGIDLY 5£:T At.ID NO COt1;ES OR SI-IAFT[S WILL BE • ACCE:PTED WITH BENT OR CRACKED STEPS. 3, STEPS WILL BE GALVANIZED AFTER BENDING • ./ 2. RE1Nf'ORCING STEEL SHALL BE NO. 4 BARS FOR"'/{ UP TO 6~•. ABOVE "W'=60" NO. 5 BARS SHALL BE USED. 2" MIN. CLEARANCE. 30 DIAMETER LAP, ALL STEEL. 3. ADJACENT SLOPES SHALL B~ 1 -1 /2 TO 1 OR FLATTER. 4, MULTIPLE PIPES TO BE SET WITH LONG- ITUDINAL CENTERS 1-2/3 DIAMETERS APART. 5. ALL EXPOSED CORNERS TO BE ROUNDED 3/ 4" RADIUS. 6. "'If SHALL BE INCREASED WHEN MULTIPLE PIPES QR PIPES ON SKEW ARE USED. PIPE DIAM 24" 30" 36" 42·· 48'' 54" DIMENSIONS L E F w 4'-;;-9" 2•-B" 4'-0" 2•-fi' 5'-5" 3'-0" 4'-6" 3' ~o" 6'-0" 3'-4" s·-o" 3'-8" 6'-T 3'-8" 5'-6" 4'-2" 7'-3" 4'-0" 6'-0" 4'~ 10" 8'-2" 4'-6H 6'-9" 5'-4H '64'1-....:W.:.:.I :...:.N..::G_-....:T...:.Y..;.,.P-=E........;...;,H=E;,_,A.::..D..;..;W_A..;;;;L=L- ~ (N.T,S.) STORM DRAIN DETAILS REVISlvNS l -·-·-••--1.:DA_TE--1 ___ 0_,s_c_•_1P_T1_0_• ____ PREPARED UND[R SUPERVISION or WILLIAM E. WHEEU::R R,C,E, •!1243 DATE SHEET 104 DESIGl'll£D SCALE OIITE DWG, NO. Of DRAWN DMW. CH(Ct(ED AS SHOWN 127 .])I(. N- n' Ht Pi.iii" •• e:etri:it:'l:l@tttrlt't I rt illft I tr ')'j 1 ·t IP Mti11'. w.-ett ,., •• w;;,; ' Ml"lil •• re M:"IVtl nr • 111 l *-•••• • ·tcwrsn,·· z: KB z ,-- • ,·nacCWtt -• &st<; ttsMtHM;$¢?fli'Mi"'?ttFVn,C,rl i;o,'f-t~p-••u nn1w··s IYYC-ISC Fhlllrl IM #5 l Tlbldt &tit "i1Vk'¢'N''/tt···:et?M· & I ________ ,__,.....,_,... _______________ ..,. ____ ....,.,.""".._ ________ ..., ___ ,_..,.,_ ___________ _..._ ____ ..,._...,_..,._,.. _____ ~, .. •~•-•-•"''""'''"'_"_"~--~"...-wruc1 ,·,1s1 ttrc 1m ;w11 -or 12&/K » t_ll(<,.fP½%11tto 91'j~ r•f w•u::t:·112,u, it• .• , • - • , ... -----<:ii, -.,, ..,,_,,..,e,,-,,·..,._.-<,a' ,,....,,;a'•ff-m«-Tihh'o, ·•-li'Woeon ••MK-,,., • OIH111Ti1~ t#N$t&t&errt,'Zlllffi4tiliir•Jaoln•F"f'l*<*VW #1Mt-.i•1:JM11Mfll ttt'ii7l ftU:Z@TlltiWWZ'ilti:lft5t11$tt1#)( tffM ••• ---.. •-•••-••• ... _,_ --"••---, •-.. --•u ••---•••• • • I 1 l ' j: i • ' t· f±Mtfittninairs:IWt :k It 'i1t>e'.t1#9'116i,~..iil:: I • ' - .. • I;) " I!/~ 6/fOIJTC,,.P ,!J'SL 1r· SLOO::. 'PHDL& • • F."&. F"E~ PL,4N , . i---Zi2• CL (TYP.) . .. . \ . . . . . ; .. 1.0' 4' , . . ..... 0 "' @,----6.c...;; . ....;;..O __ ' R--E~T'--A __ IN--I_N G..;.__W;__A.;.;;;;;L;.;;;;;;L __ . . . . . • :· . 8" IC. . ... 8J.OC. ; .. . . . . . . ,• :• ; t . .. • to' 6.0'. RETAINING WALL se-e /l/011! AT' ASDve Ke-rA1NW6 WALL. .F. PEtr PLA , IA G,ROUTCAP FG tr !"I.AN :Z.50' . ',/. PE~ Pl.AN o.s' I _. •. 1.0' 6.0' RETAINING. WALL • 85~s~Ti~A=.~1~2.~3n5~1~oir:i.s•tAr.~1~s~.~75~-- • I) " • ~ (N.T.SJ GA'Oc.J1" CAP t• We£. ';/OLJ!i.5 ~ ,O'O,C, ;. 'I\\\Q/\-.; .oo' i,4t>1Z" ,.. I • • .:~·.,. .. : .... :5 • ' . . ... . . . . .. -• t ... ·..> .. *'-... ~ ,,. •.;· o.5' • ., ... " ENCASt:rPIP£ WITH CONCRETE STOflM DIWN • ,.v.c. SCH. 40 24• 1124• :T'Qt BASIi IR00KI NO. '2424 WITH~ fOUNDIITIIA/9£0 GMTE ANO FRAME NO. A-UJ~ OR Al'PROYED EQUAL ' ... 6" P.V.C. SCH. 40 AS NECESSARY COHSTAIJCT 3" THICk COHCAt:TE FlOOR IN BOX MATCH FLOW LINES TROWEL TO DRAIN. @ MEDIAN DRAINAGE SYSTEM 82. ,,...--!!!-"=~~~~ (N.T.S.) • ~. 5~ MIN. WIIIOl.lf. TffAFFJC.. ,1,-:u1, (NON-,t,v,/0 SC.IIP~) • ---·• ---:--. ~'?,.Of E ,sia :~ . ~ -,41~ ,!t, ~~ t,. ,v,Y,,~· .... '~ /::!. I '\,l (' <-< °' -~ J ', i ,.,; ri'.;J ~-·~ \!';.: '1 -~ ~ -,·., I cd lJC, 141243 !~; ' I ,x:. -~ I EXP.3-3/-'JI , \,):t ·t .. '1 E NCASE 6" PIPE WITH CONCRETE TIOII STRUCTIIIE JIJNC T YPE VI PER O.C.E.M.A. s TD. NO. 1315 \ STORM , -- • ·-·· ··•. . . • . . .. . . . . .• .... • . .. . . • • . DRAIN ~ "' i· -... _ 2~e'•x 2'4" CATCH BASIN BROOKS No ~ APPf:l:O'IIEO EOUA.L. W1¥H ALHAMB I RAISED GRATE AND FRAME No. A·l8~ OIi APPRO'I 2424 OIi ~A FOU~DR"Y ED E0UAL / -TROWEi. TO DRAIN I COHCREtE IN\IOIT ', ii •· • "' 6" P.V.C. SCH. 40 I ~- • •• • • .. . • • . . .. PIPE MEDIAN DRAIN RISER DETAIL lN. T.SJ NOTE: REINFORCEMENT SHOWN ON PLANS lS SHOWN FOR INFORMATION ONLY. RETAINING WALLS WILL BE BUILT BY SEPARATE PERMIT. -.... D11," 14 15782 ..... ,., ... lbeet 88 of· 177 , 1 1(2 0 1 2 3 inches on originol drawing ORANGE COUNTY ENVIRONMENTAL MAN.ei_GEMENT AGENCY STORM DRAIN OE"fAILS "' - @ 6,0' RETAINING WALL . CIVI\. _.07.,~-•;/ ~ MARK DATE DESCRIPTION • PREPA.RED UNDE '.I,~ ~~~tk,~'--"_~ SHEET ~ (Jt: , .. -,(\.:' .,__..__,J.__ ____ _;..-" . • vr, ~ . SUPlRVISl'lN or ~! --. t-----REV_1s_10N_s ___ -11-''N,_,ILe,Le,IA,eM!..!E,;.·.!!!:w R.C.E. 41Z43 DATE 105 8~ .. -----------------------------------~~----------------------------------------------------------------------1~-------~0C:S:IGN~[:D~;;;;;;i;:::::::;;;;;;~a;;;:SCALE.::;:;i.::M~T~E=J..-DW_G_._NO_. __ J..!O~F:..J ~ OR.<WN C.Y. _ CHECKED--. AS SHOWN MAY 1988 127 -:;:;e. It/~ ... " J • ! \ . . • . ' '' i \ ' • ,\ \' -,, : ~-.:, ;, 1,-----------------------------------------------,...,,r .. , ,,..nr.;., .. ·••-""·•••"·""t ... .., __ .. .,,,,o _______________________________ J rt rlr:Miitnr:trtt n 111 r ts't:tw tr: -,.,, on z-t; 71'.aw:sn ti 'rt t ·e tnzdwr srt • s·t· f C"tdt'v«r::n:erntrt c • rm:tt 'SI rsNrts#:r trrr 'ttittztw:c g PtlcM t 'lllnrrtttt t ., t '. '. $$ ' 7 # '. t·rttl 1"' tll 7'7 kl +'119 VII 1111b1t'r, (8) , .. i Pl ;1111">th '"'it rt ,,.,... ·1e-rrmt I r'nd-; ·•t:rst :i sW: Will~ttr ·; s vnis:nr:j L-"e·ew1eJM"'illiiQo\ ' l-~ \ . \\ .... ''· ,. ' ·; ..... • r ll'"""""f=='R~ ' 7f 7~ / ~ v '1,\~f 2'i2", y,,"rtP. V "' I -..llz"/PI.AII rrP. SAKS '-I Ya" 1~::=: ~=~:;:::;TX~'P.;::_=_ ,~ !::==::::::;::=.t'.l]--1---r- ¼," • I I I ·Yz" so1-T ac. P~£ 1:n•~C<.=JcP.,_ ___ -4 • EI-EVATION VIEW • ~------P=E=BR ..... ISaa....,..P...,,.RO;;:;..JTC..CE=CT.._.l__,ON....__ V!!:;/ SCALE I"• 0.5' • • • • , -\'!~~r~~,;'1""'t1,r,'Y.!~'i~••;;,_,,...,.l-'f ~•W'(lt" ·,"C" ,;~ '"'.'""~"'"'---'.,..,-~,.,.:.,,,..,,l'!!-<li~ •• ,.~"''·'."'-"•" ' ., • ' " -, ., • , , •. ·t , ', . ,, , - \ ~ ' • .. •. •(:;; SECTION A-A SCALE 1"=0.5' B,1KRlfir-. .. 1, -'1 £ lll rwu,,.L ,, .JI Ir .... ~- " ~ 5' Ht;ADW.1\1..'- ' -. ,:·;:-: ':• '.•.-: . ~ .... r r _..,_:.-.• •• .. - -..-..... -.-.. . -.. ... SECTION B-B SCALE 1"=0.5' l,rc.P. /NV• i--------"o''-------i • - --oo:s:e., 138. r:-r.,.,-u~N'I llOT01P 6ALVANliE!I -✓ Wl'2bwAl2.I.. --! !>nAlu • '/1 OllfllSIOAI iE:>I.YANT Vz.-/3 7HltEAO£%> FIE e0f.T o'IA!>ri~ IMfUZ.,vA1£t) CA&£ lhlT o,p &AL\fl-,,tf!I) 1z'-- __ AU,II-Sa/116F .SLEVl!S {Z.ftA(!S} CAST ALVMINU&'I ~i'li.EAD~ tuP 15 • • • -____ rio :.:. .. I :l .--MUJ!.lll. I!>~ ~ IIL1J1111A1UW\ ~ c.A~nNt. Hor DtP6Al\/A!IIZ:ED l\'tl2!:, VI.I fl(tE eoeeaSi b"' rl'l.vT • AwmlWIII :sw11GE 5Ui!IES ( 2 IIACQ) IC. ll'lfief6A/AJID OiP.,( 3/a -J fu 1112EAI>ED E'lc BOLT rlDr Dt/1 GIILVl'IAJI UD D WITH ARMOFLEX. -• @) DUCKBIL½N~:S~AC~MENT SYSTEM , , ' ' ' \ I • NOTES: I. ALL BOLTS SHALL BE: 5/8-INCH IN DIAMETER EMBEDDED A MINIMUM OF 4 INCHES INTO CONCRETE OR EQUIVALENT EXPANSION BOLTS, AND SHALL BE FURNISHED HE:X NUTS AND METALLIC WASHERS AT LEAST 3/32 INCH _THICK. 2. · THREAD ENOS OF HINGE PIN SO THAT NUTS ANO LOCK WASHERS WILL BE FLUSH WITH THE HINGE ANGLE. DAMAGE THREADS BEYOND THE NUT FACE. USE BOLT STOCK FOR PIN. 3. GALVANIZE ALL FERROUS PARTS AFTER FABRICATION. 4. COVER ALL MOVABLE CONTACT SURFACES WITH A COAT OF WATERPROOF . ! GREASE PRIOR TO INSTALLATION. 5. ALL 5/8-INCH DIAMETER l:IOLT HOLES SHALL !:IE DRILLED ON THE GAGE i LINES OF THE ANGLES. ' ·, PREPARED BY THE I KEITH COlfANIES ' ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ' ~ 1 0BET£D /'Cr~ IV NARK DATE DESCRIPTION 1-----1-'R VIS ONS Al/If CHECKED STORM DRAIN DETAILS ., 127 1 30Q8 28\ 25-A,r-90 08•J5 AN/ 3098-;102 • • • .,,.,. 1· .,,., . . . ., ., .. ., . .,., ,., .--, ii,_,..,,_,,,.,''" .,., ~ ... ' ' \ ' . j ,:_, l' '' ' ' ''1. \ j ; ! ,: • ' . ' .... M .. ~z,.., .,.n,•r ""' ""' """'"'""'"':t'b-za"'"ot,..w'"'rrn,..=•• .. t (..,, .. ms..,·..,, ""*t .. nNd s•·•1-·1 ·..,11 t,., ••.. ,_,,.., ,....,., .. tr,.., ·•5"'·""r1t-·""'1·»..,-rs, ... , .., • ..,."'""""'*""1-._,,..,.., ... .,.,..,,. ...... ...,.,.,.,it..,t1•·•w•t,.,.;;,..-,;..,,n, .. " *"'""""'<"". 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LOOP RO .• (APPROX. 6-,.,3:5· ~ TO ~) R EXIST. e·c r PUI.LROPE INSTALL -3 •6 SERVICE EDISON CO. SERVICE POINT (HANDHOLD) INSTALL SPLICE - CA&NET PER DETAIL •.r, SH. /07 A NOTE /0 NOTE II 1----1-~w--------T,.~~ EX/ST. -3·c r PULLl'IOPE INSTALL 6 PR ,ee TWISTED, SHIELDED . INTERCONNECT CA&E.~l!A.22. EXIST. /h"C r PULLRO/>E. INSTALL e #/0 (Ll6NTIN6) re#/,,. (ILLVM. S/6N) I IQ 1--e c-TURNS /4£! ' "' ~ l,j ... _.,,.., -Tl,j ' ' qi ------ - - --- ------EXIST e·c INSTALL/ ,Ot.C 7 @ EXIST PULi.BOX RC 10· eo· /0' 15' I /0' I l If) R w /5' 10' ~ C> " ' RC ---i@J_ PHASE -Ft/NCTION -ScC)t/cNCE DIAGRAM MOV£M£N~ P£R ,-VNCT/ON COORCINA1"£D ,VNCT/ON • DETERMINED 8Y M4ST£R COMPUTER DVRl,Ve, COORDINATED OPERATION _) 5 ,5 • ( -H•·••••- I e ,5 DP • •• I /"6 I t l 6 DP SP • • • SP • • ! i I XIST. PUi.LBOX I t"4 I I ~"6 , -- - ' - -- - ---- --t..:O EXIST e·c • PVL.LROPE INSTAI.L l·DL.C r 6 PR ,ee IC. TO 141 ~ -======--- ii.VE 1/~ ~ -• 'RIVE /ST PULi.BO ~ -\ ---,_ --------• '0 --- ~ I e~: E.XIST e-c • PUl.1.l'IOPE, INSTALL 6 PAIR' t>e TWISTED, SHIEi.OED IC TO COAITROL.I.ER CA,6/NET@ .N. UPPER LOOP ROAO. • -_ (APPROX. -,.~90' ~ TO ~) --it..__ /46 (e TC/RNS) m~ ' 1/) - ' 1/) • ~ . SENSOR SCH£tXIL£ ~AleDRUN/T CHANNEi. IJETECTOR #/ I I~ e l4e<soe J I #;! e4e e -341! #,3 I 14I e l-06(SD6) I e.;u, ,,,_ e ,346 #$ I /-04,(SC,-,.) e e~ I -3-0~ #6 e s_,... I 1-dJ" #7 e /!4B "'6 I {.. ~t!! I!:, e S-nz ■ DETECTOR LOOP LOCATIONS SHALL l3I: APPROVED L:»' 0.C.E.M.A. EN6/NEER IN THE F"IELD PRIOR TO l,f/STAI.I.AT/0,f/. ALL VNITS SHALL l!3E RACK MOVNTED, DVAI. CHAAINEI. WITH DELAY#' EXTENS/01/ CAPAl!!J/1./TIES. TIMING ,VA/CTIO,f/S SHALi. ,BE COLORED 6ATED. EACH CHANNEL SHALL NAVE DVAI. OVTPUTS. OVTPUT •4• SHALL ,BE TIMEl:J. OVPUT "B' SHAI.L ,BE PRESE//IC£ ONLY. (SE£ SPECIAi. PITOVIS/ONS). (SC>X) • SAlffPLIN6 DETECTOR NO.• OVTPUT "8" NOTES THIS SH££T, . ' IRCI EXIST PUI.LeJOX . ! ~ * ,DOL.£ SCHED!/L.£ • • I. TR,4;;/C Sl&N4i. 4ND Nl&IIW4Y i.l&NT/11& CCNSTRUCT/01( SH4U. CCl(F'ORM TO ST4TE o; C-41.IF'ORl(/4 ST4NLJ4RD SPECIF/CAT/ONtJ AND ST4ND4RD Pi.41/S (Di4TED ,/,41( /9.Sc!I J 4ND THE SPECIAi. PROVIS/ONO, e. CCNDUCTOR SCNEWi.E IS ;URN/SHED 48 All IIIST4i.l.AT/ON SVIDEi.lNE ONl.'Y, IT SH41.I. l!JE THE 001/TRACTORIJ REtJPONtJll!J,/i./TY TO PROVIDE THE CCRRECT CCNDUCTORIJ REWIRED F'OR THE INTEl(DED OPERAT/01(, ,3, Vl(Ul!Jtl SHOWI( OTHERW/8£, 11(.ovcTHE i.00.Pe 8H4i.i. l!J£ 6¥ 6' WITH /a 8P4CIN& II( THE DIRECT/01( OF' TRAVEi., AND CEI/TERED IN THE i.AIIE, l(ECESSARY STRIP/II& SH4i.i. L!JE LOCATED PRIOR TO POtJ/TIOl(IN& OETECTORIJ, (dlld 61-ttEe-r 6::11!1 o,. 1e7). REVISION NO. 6 ONLY , .-. 1(£W CONWIT SHAl.i. /JE e9 VNi.Et!JS tJHOWI( OTHERWISE. .5. NEW PVl.i.l!JO.KES 8H4i.i. l!J£ 11.5 VNl.£88 SHOWN OTHERWISE, 6. PEDESTR/,41( ltJIDICAT/O,Jl8 SH4i.i. l!JE TYPE •s• (l!tEE 8PECl4i. PROYll!t/0118). 7. CONTRACTOR SHALL E.KERC./8£ £.KTREME CARE TO All'Ol.0 Di4MA6/N& E.K/t!JTIN& VT/I.IT/ES. a. VN6ROVND£D SltSNAi. i./GNT CCNLXICTORS SHALL NOT L:J£ SPLICED. 9. ALL YEH/CLE /tJICICATION.S SHALL .BE le" WITH GL.ASS LENSES. , PREPARED UNDER THE SUPERVISION Of: ADNAN HIND,:YEH. P,E. r R.C.E. 4225 T.E.1488 DATE: I /JO /92 /0. /NSTAi.i. TYPE 111-l!!V SERVICE WITH F'OLi.OWIN& CIRCUIT l!!JREAKERS, .504-IP (METERE.O 6/tS,fAi.8), .SCA-IP (l/NMETERE.O i.lGNTIN&), ~ lt5A•IP (METERE.O Ii.I.UM. IS/ISN) II. INSTAi.i. c!I PHASE (TO OPERATE 6 PHA8£) Mtli.T/80N/Cl!I eeo 001/TROI.I.ER ASSEM&'Y WITH INTEISRAI. COORDINATION TEI.EMETR'Y, DETl!Cl"ION 48 tJHOWN, AND M/8C£1.I.ANEOVl!I AV.Kli.lAR'Y EQVIPMENT IN TYPE •p-' CA.a/NET. (SEE .SPECIAi. PROY/6/0NS AND DETA/i. •e,• SHTlOZ4) • l --1 10· ~-3 ~ -/:5' I 0 eo· eO' 10· Utlltloo-ootlltplqll ... -.. -rtcerdl. tl lhali ..... oannctn • ,~, to ,wlfy • -utlltllo br ca,locllntl utl<ly C191"1CIN. 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(5 CO.JO M11:>-71!>-I<>/ ,Jar~~) --* EXAt:.-r F'bl-6 l..oCAT"IOIJ t!SY a.::e.M.A. C"1~11JeE/P 1,J --1-,-,ei..a 1/2 0 1 2 -----l ------ 3 Inches on original drawing PREPARED ~ THE SUPERVISION OF lok¼Jr '11)~,'4 , OA TE E>· 11·'¾> HILBERT WIWAM DICKSON, R.C.E. N0.11417 I ~ :::, Md As9ocletea ffl~C 11:NOINIE:1:IUNO CONSUL.TAMT9 ... .-cl 1-.T•..-caTIUDI, ~ ... (h4)-■u-,.u(7'14) • •r '700~'23 ~ 6 6 a a e ~ 2 l"OUQVAO TY/¥ AIORTN C EA:ST '5 EAST C (!l(}(ITN '5 SOVTN C WEST s ' C NOIITN s -e-r 6 DR, 14 1S782 Sheet 90 of 177 • Ft:JuE0& ,.,_ t..ce . t ,_,,._,_,..,.,, ,Je,v R:>U5{5);EI.JUIMffio..J ~ Aa¥11.JC,!!' 1-o:Jf-@ l l!IIZE 3'-0'" xa·-o· i!'-0""'3'-0'" i?'-b • "6 '-0'" i?'-0'" x3'-0" .a·-o·xa·-o- i?'-0'" x.3'-0" e·~·,.e,•-o- i?'-0" xa--o· ,, ... 4,,_" r-~;, 'Pl.,,_. e;s 'COV&I ,-ACI No. l~ L.oop No. lo,,,,,cr loop ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ,1BAEEic.___sIGNAL--ELAN_ NEWPORT COAST DRIVE £. N. LOWER LOOP ROAD • J i tt -£et;., ~P ·, ,J i.JMt ev· t,,>111<1t11~ • \ k-, -;,NCJUCTOR 8CH£LX/U AWG CIRCUIT "~ "~ ,a.. (/1/ . . ., • ,!I (IIZ ,3 ,!I . ,3 (/1,!I . • ,!I 6 ' (/),f. . ,!I • 6 (11,5 ,!I ,!I ,3 6 (/16 &,-. . • .. ' (118 ,!I ,3 ,3 6 (IIZP . ) 10 ., 2't: l·OLC , e e e (11,f.P . e • .,. §x1sT. r't/LLl!!JOA (/16/> . . e #14 (/18/> e e e (lll!PP,t, I I . (114/>P,t, . I • (/16/>/>,t, . . I (118/>P,t, I I I PP,t, Comma,, I I I I/SNS I I I Spanze ,3 ,3 ,3 TOTA~ I 20 t,,, eo .,. .,. I e e e e . 6 6(, EXIST. a·c .. F'{ILLROPE. /IVSTALL 6 ,OR 11ee TWISTEO, SHIELDED IIVTERCOIVIVECT CA.t,.lE. EXIST. /~"C If F'{ILLROPE. INSTALL I! # /0 (LIGNTIIV6) If e # ;..,. (ILL(IM, S/6/V) EXIST. cC #' F'{ILLROPE. IIVSTALL 6 ,o,q 11ee IC TO COIVTROLLE/11 CA&NET@ PACl/'IC COAST HIGHWAY APPROX. --S! TO Si) ,q EXIST. e·c .. F'{ILLROPE IIVSTALL e #6 ($16) EX/ST. e·c .. F'{ILLROPE INSTALL ,3 116 SERVICE §Jc El £)(/ST. Pl!J w EXIST. €DISON CO. 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CON,r(JRM TO BTATE Or C41.l,r(JRIIIA t!JTANDARD l!IPEC/.r/C4TION8 AND 8TAIIDARD PI.ANtJ (DATED olAII, /91!9$ AND THE 8PECIAI. PROYlt!J/0118, e. CO,+'l)(;ICl'"OR «:NEDV/.£ 18 .rvRNll!IHED AB A.+' llltJTAI.I.AT/0.+' &Vl,0£1.IIIE ONI.Y. IT BH41.I. 1!¥ THE C0.+'TR4CTOM REBP0/18/l!!JII.ITY TO PROYID£ THE CORIIECT CONLXICTORt!J REQVIIIED ,r(JR THE INTENDED OPER4TIO.+'. a. VIII.EBS BHOW.1/ OTHERW/8£, IIICVCTNE I.OOA!I BH,41.I. I!¥ 6x 6' WITH /0' SPAC/11& Ill THE DIRECTI0.1/ O,r TRAVEi.. AND C£NTERED I.+' THE I.A ~ BHAU. I!¥ lOC4TED PRIOR TO .POl!JIT/ONIM!t DETECTOMI. ~= e:!'::7:' ~ -~ ~ ~-4J.I. CO.+'DVIT BHAJ.I. M e-V.+'/.£88 BHOWN OTHERW/8£, 6, Al.I. PUl.l.~.XES BHAJ.I. 13£ #6 VNL.ESS BHOWN OTHERW/8£. TR~fflC SIGN~L MAINTENANCE EASEMENT REVISION NO. 6 ONLY· 6. PEDESTRIAN INDICATIONS SHAU. « TYPE "&" (SE£ SPECIAi. PROVISIONS). PREPARED UNDER THE SUPERVISION OF: 7. CONTRACTOR SHAI.I. £)(£RC.IS£ £.XTREME CARE TO AVOID .a4MA&IN& £)(/STING VT/LIT/ES. a. VN6ROVIIDED B/6NAI. 1./&NT CONLXICTOR6 SHAL.J. NOT I!¥ SPI./CE.O. ADNAN HINDEYEH, P .E. 9. AJ.I. VEN/CL.£ INDICATIONS SNAL.J. I!¥ Ii!" WITH &£ASS J.ENSES. R.C.E. 4225 /0. lllt!JTAJ.I. TYPE Ill-LY' BERY/CE WITH TH£ ,r(JJ.I.OW/116 CIRCUIT aREAKE~ 60A·IP (METERED S/61/AL.S), T.E, 1488 SOA·IP (VNMETEREC J./&NTIM!t), f' /64-IP (METERED IJ.L.VM. BASIi) • II. INSTAJ.I. a PNABE Mi/J.T/80NICS aeo SYSTEM CONTROllER ASSEM&Y WITH INT£5RAI. COORDINATION TEL.£METRY, Cl£TECTION AS SHOWN, ANC MISC£J.J.ANEOUS AV.XII.IARY EQVIPMENT IN TYPE ".P' CAl!!JINET. (SE£ 8P£C/AJ. PROVISIONS AND CETAII. "&" SH££T{07A) le. INSTAU. AD'ANCE .rJ.ABNIM!t LJEACOII PER CAJ.TRANt!J STD. Pl.A.I/ £f!NJC. INSTAI.J.ATIOII SHAU. IIICJ.VD£ IA·/0' POJ.E, .rJ.ASHIII& MACON CONTROi., W-11 t!JA!M', AND IIIC4~C£8C£,VT l./&NTIN/9 Fl~TVI-?£, • I DATE: I /10 /92 JI/STALL • R34- ,._of,, __, 6 10· le' te· I/' 13' I HOTeL. eNTRANCe Utlltlll ._ • the ,,_ en boNd 11ft twolable fWCClf._ It .... Ill lhl cuntrstcn .. ,.._.ll>IHJ to #if)' c.i lllitlilf ullilill bf cant.oeti\g utilty ODRIN. Sid to Mffllt tllrllM OGl't to owld damoglnt ui.tlrlt •tliti• ..... , 9IICCIYOtion. CAil fal UNllEllG!O.NI SEMCE 1-IID0-422-1133 @ PHASE -FUNCTION -SEQt/ENCc DIAGRAM RC XIST. r't/LLl!!/0.I( COOR,0/NAT~D F'VNCTION • Oz.t'arm,.,,tZd by Mae1'u' com,otmt.r O,ring Ccordina~~on Opu-• .,,o,, EXIST. e·c .. F'{ILLROPE EXIST cC ,r F'{ll.LROPE /NST.4LL IC INSTALL l·OCL If IC _) ( \_ ' t 6 I e 6 ..,. e s s DP 0,0 s s 0,0 0,0 • • • • • • • • 4 ----~+tJ e.-6 ..--~ «QV£NC4 Wl1"N CAU.~ CN AU. l"H,4',e-.,;_-;~;--~.___../'-__, ,.--EXIST cC I( F'{/LLROPE, /NST.4LL 6 ,o,q 11ee TWISTEO, SHIELOEO IC TO CONTROLLER CA&NET@ IV. LOWER t.OOP ROAO. • R '"-+~1-J'~~~ei.,,.~~RC~=)(=/.='S=-T-=.-=-=l"V.=-'t.L.:l!!JO::..:~=-==--=-:-:..:!.l=-=-=-~~~w~::J (APPROX. 6.-,.35' i TO Si ) ■ SENSOR SCH£CJVL.e (Ii? 1© I ·1 l I I --l ------------, tll!NSOR VN/T CH.ANNE~ DET«:7'01' //1/ I /-1/)6 . e /.(f)l! (Sl>e) .... ' '"\ ~ f • ~ § "' <I) ,. .;: -"' '< ~ '~ 405' TO i,; LIMIT LIi.i'. • !!! .346 141 I e4e #f! e ,3-1/)(! I /4)/ #,3 e 146 (Sl>6) I l!4J6 ., ..,. e 34)6 I ir l"UrU~~ #5 e I 4)-,. (SC>4 ) i... I t-p54(FUT 1-¢}7) &,: #6 .... ~-t:D4 .,..) e -• <I) ' I 143 ,7 • e f!4),3 "' ~ DRIVE <I) "' I /4)8 #8 • e l!48 ~ w r -+ lo ._ _____ .J .,,-----------------~ @ RC 1(/ST ,o(ILLl!!JOX ■DETECTOR LOOP LOCATIONS SHALL 131: APPJIIOVEO N OCE.M.,4. EN6/Jf/E£R IN THE ,rt,ELQ PRIOR TO /Jf/STALLATION. ALL (IN/TS SHALL 131: RACK' MQ(I/VT£D, l)(IAL CHAIVJf/EL WITH ,DELAY 6' EXTIEIVS/ON CAF',A/!!JII.IT"let!il. TIMI/VG ,r(I/VCT/ONS SHALL .sE COLOR G4TEO. EACH CHANNEL SHALL HAVtE Dt.14L Q(/Tr't/TS. OVTPVT "A" SNALt. .sE TIMED. Q(ITF'{IT "L!J' SHALL 131: PRESEIVCE Ol,lt.Y. (SEE SPECl4L PROVISIOll'S) . (St>;()• S,4MPL/Jf/6 DETECTOR IVO.- OVT F'{IT • L!1' ♦ C4Lt. DEL4Y ;.:,c;Lc SCHcDt/Lc /IOU .QAT" ""' TYi¥ Nll&NT I 1!9-.tJ-70 10' 60'■ /6' i!60 SV·l·T SP.I-CS e IA 10' . . rv-e-T . SP..l<,S ,3 /:!6-4-70 30' ~O' 16' e.so #N-l-1' 2M4e P..l<.s /A 10· . . . TV·/ I -~ SP.I-CS 5 f!S-.tJ-70 30' 5~5'· /6' /!!60 SY·/· P./-ct, 6 IA 10' rv-e-P..l<:B /fl""'..'lO 30" 30" /6' /!!60 BV·I- '" 10' rv-1 . SP.I-CS ·r DISTANCE. eo· (SECOIVD Mll>TENON NOT REQ{IIJIIED) El(ACT POLE LOCATION J:jY 0.C.E.M.A. EIV61NEEJII IN /'IELO. 1 2 1 1/2 0 - - --- 3 lnchee on original drawing Cw UNDER lHE SUPERVISION Of ,f, !L'p._., • DA TE -/·""JO HILBERT "1LUAM DICKSON, R.C.E. N0.1t417 • ~=, !Ind Aeaocletes TlltAl'FIC EMQINl::1::1111~ CONSU~ TAATS _.,......,,.....,.IPOI,....,__ (7MJ --•,AX(711) -WZ 700 ~ 6 6 a a e e ~ lfl(ll!INl!//VTTO TYi¥ C■ C/DN S■ S0V JI R,! DR, 14 15782 ' Sheet 91 of 177 C C s C s C tl/ZI a·-0· ,a·c- <!' b. xe•-o• e-0· ..3-0• So. loW(l.r J.oo,o .so. lowar i.oop ORANGE COUNTY ENVIRONMENTAL IAANAGEIAENT AGENCY TRAFFIC SIGNAL PLAN NEWPORT COAST DRIVE AT -=--ne,,~,c S. LOWER LOOP ROAD l"W'OM 6 t.J, I L,!' '-""'1 ••""AA""K""'"DA-"'1['-'-----DE=SCRl-,-PTI_ON __ -t~rvfi~"BP.--------1 SHEET l 1---..:.:R=E\'l=Sl=ON=S=----+-::=-r--:=-r---=,=---:,,,,.---1 107 ~ FDE;:;Sl:;;:Q<ED=,,..,.,,:l:'.;;.T'-T...,,..""."."'..,.,..~-t S/'-N E DA TE DWG. NO. 7 ~ DftAWN CAO CHEQC£0 HL6 r-eo· ..,...,9 12 ) • ;, I --------------------------------------·-· ... ..,--t .,,,_,, __ , ____ .-·I-•-•·--·-·-· , ... ,,-...... _, ____ ,,. __ l _____ «_·•-•>·-n-•,--UJ-W-•t•-e•-•-•M-tt•-•r-•, _.,,_,.,_,_,rirM'.13 .... ,tsl,IMIMit)lnJrtf 1'.w·-·•·tsft;f 1 ·tt1·t t0ot$:difo/t "ttit ►-tlV:t .. --W----------------------------•----------•-,.•-•-••-· -•r,-ow-· -=-w _____ ., ,_e,.,_,,,~,-.•-•-·--•-1·t11'1 bttrti t«ttl • • '. :·:rntt••er•w· 11 ••~"'••••mwr: :::t ':itt'tlf ,_1111 tltt1ts»::1Lms ·1ewa:1,,..,ArtriiwtlM1t ·s1 er•\ .., , w\ 9 ,. ,.,..,,. s •illoi>W>•._, , • ', <o,o I :'11 xalo ta I • II> Dllt( .... , t"Nt Oil ,:;·'')n"lil'>C"S +aul:c:,fil iiJ.,;,,_.,...,_,.~, ..... • I ' • • .. • 1. DETAIL A 4-SECTION SIGNAL HEAD 12" LENSES .... -SIMULTANEOUS - DETAIL E 5-SECTION SIGNAL HEAD 12,. LENSES DETAIL F INTERCONNECT SPLICE CABINET I --PADLOCK 7• lb/ HASP ... .. • • > • • ' • • • • . .. • .. I • I • • I • l • • ,I J . . •• NUMBER Or . . . . CONDUITS . , . ,a· 1. 18" .1 AND SIZE MAY VARY TYPICAL 1. FOUNDAllON TO BE11" BY 18". BOLT aR0.E PER MFG. 1EMPLA1E. 2. ENQ.OSURE....,...SHAU. BE FURNISHm 'MTH A DETAOIABI..E MOUN11NG BASE. 3. AU. FACTORY INST&llm ca.a>oNENTS SHALL BE U.L USIED OR PER PUBLISHED N.E.C. STANDARDS. 4. A II" CONS1RUC110N GRADE PLYWOOD PANEi. SHALL BE FASTENED TO THE 11EA1t WAU. PAl'ta SHAU. BE 12" X 24" AND SHALL HAVE A Na. Ml-21 AND R-141 STANDOfT FASlENED IN THE CENTEII OF 1HE PANEL I. ENa.OSUR£ f'INISH SHAU. CONFORM TO A.S. T,M. 1-117. COLOR SHAU. BE P0RCELAIN WHl1E. 1. PROW)[ 11'" CONDUIT FOR f\JlURE 115 VAC SER'M:E. I -' b 'I' t DETAIL B INTERSECTIONS RAISED MEDIAN • ---------- I I I I I I I I I I \\fl% ,," ,, e· ffi ~---~1 i,.-,1..._5' _ _.-t/ VARIABLE © --___ ..... / G) + 8 --' TYPICAL INTERSECTION 4' CONSTRUCTION NOTES -DETAILS A & B • DETAIL G CONTROLLER CABINET WIRING .---------------Duplex Outlet 15 om1 p 1 : ~No G.F.I.) ,_,.--, . ..:...,j.1--------------•-Col>lnet Ugh! 15 omp .--<"'~----------Detector Powr .----.. Stop Time Po- i=;:;::: A.C.-Controllr 1:11.1(. Moln 50A RIS SlQnol r·;,,:"",:"""r..._,t,,ieon.....,;rt 111 --;;7 AUXILIARY PANEL 4-i.~-liiil--4---:r..;_-,.4~,.. ,;.: , llr•a~r lflnl--~-1° ---..fllt----.J Aux. Equlpm111t YltlT, Volt1199 ( • S111'91 _ rotectlcn . ~ Gnd. Bu .. "' ,-(Pwr. en T,B,) µ:::;:;11,. _____ Aut7o r-~vnotI-~ _, ~·· I I Ught Tl • ~ ... : I I POUct PANEL L--------__ ___ ----,....;;1.J ___ stop Tim• ' Out ---------Floth Relay A.C. Common 1••··••3 Bu ■ r--+--""""oi:'."'".,_-_-_-_-_-_-:_-_-_-_-_-:_-_-_-;Flash Power ~ A.C.+Llght1 MC 1soA L._..!:r7r--'M1n, DETAIL C STREET NAME SIGN COMPONENTS PHOTOCELL 0'-J" CLEARANCE c-.__ , -2" X "" HANGER .......... b I ;... - 'fl> SJT CA9LC AND ELBOW AmNC Sl<O'MNG DAIP LOOP B .. SECTION C-C l CONDULET ON B.t.a<SIOE - I NOTES -DETAIL C A 1' -1• MINIMUM B 10'-I" CEN'ltRUNE 0, SIGN TO FACE 0, POLE DETAIL H • =-=-.:..:..~=--~ RAISED MEDIAN MARKING G) NOTES-DETAIi.. H G) PAINT MEDIAN NOSE YlllH HIGHLY REFlECllVE PREMIXED WHllE TRAFFIC PAINT 'Mllt GLASS BEADS. @ INSTAU. Fl.ElOBLE VERTICAL TYPE K MARKER, R7, R10 OR TYPE N-1 ON m.ESPAR POST AS INDICAlED ON Pl.AN. @ INSTALL YEUOW REFlEC'lM PAVEMENT MARKERS ON . TOP SURFACE r, MEDIAN CURB NOSE AT 'I C.C. SPACING (MINIMUM 5 MARKERS). PLACE REFlECllVE SURF ACE fl MARKERS PARAIJ,.EL TO t OF ROADWAY. • DETAIL D TELEPHONE SERVICE BOX "' SECURELY ANCHOR½" ~ PLYWOOD TO BASE OF' _ _._ __ POWER COMPANY SERYICE PANEL TELEPHONE BOX. "::....--s·x ,o·x 4• TELEPHONE BOX ---~ TYPE NEMA JR - STAMP "TELEPHONE" ON BOX __.,,.,,,....__... • 2" CONDUIT __ .--L.....IH-1..---------•.__ : : I I I I .,, I I ,,,.,-! ! I I I I I I J I TELEPHONE GROUND ~ ROD ½"X 8' GENERAL NOTES: 1, AU. WORK, MAlERIALS ANO EQUIPMENT SHAU. Ca-FORM TO lHE REEQUIREMENTS OF THE CALIFORNIA l>S'T. OF 11tAN!f'OltTA110N, STANDARD Pl.ANS ANO STANDARD SPECIFICAllOHS DA1EO J"'-IJ, 1116 ANO '!HE SPECIAL PRO'JISIONS FOR 'MS PRO.ECT. 2. CONDUCTOR sa£OULE IS FURNISHm AS AN INSTAU.AllON GUIDE ONLY. IT SHAU. IE THE CON'TRACTORS RESPONSIBILITY TO PRO'JIOE THE CORRECT CONDUCTORS REQUIRE]) FOR THE INTENDED <PERA 110N. 3. UnLillES SHOWN ON THESE PLANS AR£ COAAEGT ANO ACCURAtt TO 1Ht EXIENl OF AVAltABl.£ RECORDS AND KNOYIUDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FAWTIES PRIOR TO OOINC WORK THAT MAY DAMAGE sual FACILITIES OR IN IERFERE '111TH 'IHEIR SER\i1CE. 4. 48 HOURS PRIOR TO BEGINNING OF CONS1RUCllON, lHE CONlRACTOR SHAU. CONTACT ORANGE COUNTY E.M.A. FOR INSPECTION AT 8J4 3488. 5.'I I SlRIPING AN9 s:IENGIUNG &HAli. BE PIJF8AME9 8¥ 8811NlV 1'8ftllES. 8. THE ENGINEER SHAU. APPROVE POLE ANO LOOP DElECllON PLACEMEMT ti THE FID.D PRIOR TO INSTAI I A TtllN, 7. ALL CONDI.HT SHAU. BE 2" UNLESS OlHERYllst NOlED, I, ALL PULL 80X£S SHAU. BE fl UNI.ESS O'JtPYll~ NOlED, II. AU. SALVAGED EQUIPMENT SHAU. BE DEUWJIED BY CON'JRACTOR TO ORANGE COUNTY YARD AT 1152 EAST FRUIT ST, SANTA ANA, CA. CONTRACTOR SHAU. GIVE A ♦I-HOUR NOTICE TO lHE COUNTY PRIOR TO THE DELl'tUY OA1E. 10. CONlRACTOR SHAU. PR0"1DE AU. NECESSARY TELEPHONE AND ELEC'IRICALSERVICE LINES ANO tlll:HcONNtcT HOOIC-uPS BETIIUNTHE LOCAL CONTROLLER ANO THE SVS'1PI MAfflR. 11, PEOESlRIAN INDICATION SHAU. BE llflERNAllONAL S'IMBOI. 12. PEDESlRIAN PUSH BUTTON SHAU. BE TYPE B Yll'IM INTEIINA llONAL S'IMBOL Pl.A TE. 13. AU. 'tUi~ INDICATIONS SHAU. BE 12" YlllH BACl<l"LA'IP. GI.ASS MmCTDRS. ANP GI.ASS LENSES, UNI-ESS SHOWN D'IHERWSE. 14. CON1RACTOR SHAU. POlHa.E CONFLICTING UlllJTIES AS DIREClED BY ENGINEER. 15. CONTRACTOR SHAU. AYOIP PAMAGINQ ~STING UllUllES. (SU SPECIAL PRO't1SIONS), 11. INDUCll~ LOOPS SHAU. BE I' X I' YlllH 10' SPACING IN lHE DIREC'll0N OF '!RAVEL. UNLESS OTHEIIYll~ NOlED. 17, AU. PETECTDR CAIU HOMERUNS SHAU. BE IN '!HE CROSSWALK AREA. 1& AU. ADVANCE DE'IICTOR QUAD. I.OOPS SHAU. BE 2 lURNS. (2-4-2) 1 ]Q 9 1 iiiiiliiiiil 2 3 Inch•• on orl;lnal drawln; • ORANGE COUNTY • ENVIRONMENTAL MANAGEMENT AGENCY DR •. 14 15782 . lheett of 177 14 / 1 DETAIL SHEET PELICAN HILL ROAD • J • I • - I \ \ I I _.I. I I l - • DR 14 15782 Sheet 93 of l ll MARK DAT E DESCRIPTION nEVISIONS PREPARED BY THE KEITH COMPANIES .,,_ ... ,., -~llll UIIIWII~ ·Ul::ll!![OIU<l -LM Dl!N'[ UQll!IOl~l •l""D I\U[!lH ·CIIU!UOIIOII ,..,,,,uo r H6 llll<P l!Ul! CGITA ~u. -..... n, ,1101 .. -- ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY LOWER LOOP ROAD CONSTRUCTION ACCESS ROAD EXHBIT SCALE DATE DWG . NO, OR;,WN CHE KEO AS SHOWN 127 , . . ' •• . • • , ,< • r J• . ' • • .. - ,.-. ~ • • . .. " . • '/ ,, , • • -. ' • • ' • :J ' • -f " I(.~ ,.,,,. .... ,. . ., . , . • . . --~ . • . 'II -' - ·" ,• "·~-:\, ,,; • • . . . ·• \.\\ . ' .. , . . \ i . . ;."- ' ' • . \'( ' \ .. I I --. • '· ' '" . •-/'''- . ' ,,.. ' .. l .. . :., . . , "Ii• . . . . • . ....... ~ .... -- 4''. . • /', ' 4 . • . • - • ,,, . . ,.. • ' ,. -: -~~ , ~~- ... \ .. r . ' ' : .... ' ... • ' j'_,. ,.. ' . • , .. /' --'--· .,,..,.,.. ... _1.,.r . ... • • • • • ' • .,, _// I, •• CONSTRUCTIOND ESS ROA !ff ERNATIVE ~ / ' ' ~ ::::-.._• .... .,... ~- CONSTRUCTION ESS ROAD !riERNATIVE II ... • -p ...... ::,} ,, • '~..t.1. ,._ .... ,:: - 1',-:.:.::. ~-~\. •.,_ .. , , , J/ • ' -,, ,, . • .. • • , PREPARC:0 BY THE COIi' ~-------- ORANGE COUN~~NT AGENCY ENVIRONMENTAL MANAGE • MRK DATE REYISIOIIS SCALE DATE 1i DESHIIED CHE KEO •""•F• 3091 282 PREf"ARED UIIDER DESCRIPTION SUP y SHEET ' 108A OF 127 AS SlfOVII 5210, " • DltAIII .JOAOU I N HILL -EXHIBIT -SAM IO-Nn-88 JOS)l-4401 D9•2 5 All / C ' \. STATION cu. EXC. YDS. FLL I ' I / \ \ \ \ " i ~ \ \~-t \_ I \ \ \ t \ I I '· \ \ \ \ \\ \ \ \ \ \ ~~--------~ ---~---- \ .\ • "AIIK DATE DESCRIPllDN REYIS ONS DESIGNED LI£ PREPARED BY THE -KEITH COlt'MIJES STATION EXc. cu. FLL YDS. ' Ii-----·--·-., ...... ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY EROSION CONTROL PLANS LOWER LOOP ROAD STA,10•00,00 TO STA,20•00,00 DIIG, NO, SHEET 109 C'F 127 , " ~-~---~~~~-' ,r• RL.:;j~1 ;-.ArF.t.:it!f,Z/L,!..,iW,/40 .;;;, -;2c .,2.:'JiF1 ~-:iJ,:;i, 11.:; '24-'.",.,-gJ 10,:::::-M:, _:-o.-o-s1c~. ' J d,:,,adM,;,lr-..... ,, ... W,; • -•**•O'tt•>ff tfOlZR><-,·'tM)/1-,0"' '!tGno • ,j ' p ; ' t 110n rr lftf• j,,._,;, tzes.JIJ!i,~........-,.,.;.ili,,~ . , ;,· '\ ' ' STATION CU. EXC. VOS. FU \ \ "- \ \ \ \ ' ' >.----+--v \ \ .a\, \i \ i\\o\~\\ ~ ~ ~ \ ,, \I \, ' \ . I ,\ '\ \ I 91 43 ----t-;jF ______ _,.. -----• J I I / pV - -- I ' I \ r·· ' ~ I ! / \ "J I I I I I DR. 14 15782 Sheet 96 of 177 , I • I J ' STATION EXc. cu. FLL YD&. I _________ .,. ____ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY EROSION CONTROL PLANS LOWER LOOP ROAD STA,20•00,00 TO STA-30•54,12 • • J STATION CU. EXC. YDS. FLL -------------- r I \' I ) \ I I I ii ' I i I I ' ' I / I '1 ' I \ \ \ I . \ • • • I I I / I I \ . 3 / / I HIit JI J I / / / / Vo, >f: o, ~ ---------- Qt,t, -------- -. - DR. 14 15782 Sheet 97 of 177 --- "ARK DATE DESCRIPTION REVISIONS I ( PREPARED IY THE KEITH COlfA.NlES STATION EXC. cu. FLL YDS. -,L _________ _.. ...... ORANGE COUNTY ENYlRONMENTAL MANAGEMENT AGENCY EROSION CONTROL PLANS LOWER LOOP ROAD SJA.30•~4.12 TO STA.42•00.00 • • :4-t,o--.,, r 111s ti, ( :-rJ..i--:;?, -~ • • J . ,' .., ' ' ; ., ) s ' ' , r --· 1 ·· ---------; -J l \ 1, STATION cu .. EXC, YDS.·FLL ------------ I ' I J , , , ,~-- / ( I I + -- --- ~ / - [ !-.,..___ --------------- ' .. -.J 0 ._,~, ' ~ ii . . ---iJC"J\ltl 4'-llr, ,y.,,__-~/ ,. <O 0 u, 0, r 0) --- 0, u, 9 I \ -- 1 I \ \ • Im, 116 15782 s1,ee· 98 of 177 IWIK DATE OEICRIPTION REVISIONS STATION EXC. cu. FU YDS. \ \ \ '-7.'~'·~~-- \ .., LIC. f'l124 ::; • fll' . .5 • JI •ti • • ..~:!.! • f PREPARED BT THE KEITH COtt'AllllES ----·----.---- ' \ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY EROSION CONTROL PLANS LOWER LOOP ROAD STA. 42~00.0C TO STA,51•00,00 HEET 112 127 .,_..,.. ___ ....,~ .. •f'• ROUGH RADE/SHT.9/L.L,RD,/40 SC, • .52C0,2'JJPF• ':!1098 179 24-t1o-89 04•28 Pf"I / 309.8-5102 • • J i _· STATION cu. YDS. \ \ EXC. FILL ! .. ; I ) ' I N\C . \ / I \ / • C: / / I ' - •. -------- '·,, "\ \ \ . \ ' \ ,._ "s.. -• --• ·•-. \ i . ·--., I ·, \ \ I ' ' .\ \... \ • ' ' i ;;..,, \ I l i \ ' \ l -·---··_ --\ \ ' '· ' ".'1 \ i \ \ i \ I . . . \ ii I \ ' \ \ '. i \ \ \ \ \ ' 1 \ \ \ \ \ \ I I I --- / I ( I / ' 41 S c( / I I I -109.7 - ~ '---:r--._"."""·- I I I I I. .350 r-+--+11,4 370-,<-- • 380 I I \ \ \ .390 -- / ' I -, II . . ' . . ' --,- l / \ \ I I I L.. ' • '\ \ \\ \ . \ \ ' \ \ \ \ \ \ • ·-----. \ \ \ . \ DR. 14 15782 Sheet 99 of 177 I \ \ ! \ ' ' ' 2 -- -- \ ' ! . j / r \ ( l ' . I / ---- i i i ! . ' - I I \ I i J I STATION EXC, FILL I cu. YDS. I ) --9 ',,/ .... ,,c:c· "' -·G, • \ / \ \ \ Bl PR!P:<RED THE :n:!!'• -.... • e-o1,r::r, ...... ~---... • •••• _"T""_· T""··_· ...l.---4-~~~~~:.:~=.~.:::T ~::.:N::l~E:::.S ::.-.::::=:L=·, .. =::i\2~"·=-..J ·---._ --"\ r ....... .,., ... ,. ........ -.,, ......... -.. \ ORANGE COUNTY ', EN Vt RONMENT AL MANAGEMENT AGENCY \ EROSION CONTROL PLANS LOWER LOOP ROAD STA.51•00.00 TD STA.61•00.00 . . . ---. .. . .-.. . . .. • • . . J • J • ' STATION CU. EXC. YDS. FLL 7 , I \ ~ ~c-) "~ ~, ~ " ~\ ~ \ I ~ -~ ~---~~ ~ -· • X l 61+00 2929 7553 REP AC.EM EMT F LL w-=-15 1 0 • 3' 5010 1128 63-tOO 3488 519 ----- • • 64+00 2626 586 65t00 EVIS~QUA' !TIES M CH LI ONL.: -------=- ~ • , . 66+00 2951 · 19380 67+00 980 31208 ... .. .. 68+00 0 32519 69+00 0 37698 70+00 0 45404 DR. 14 15782 Sheet 100 of 177 MARK DATE D[S~IWo,TIDN REVISIONS DESIGNED DRAWN R8 CHl.CKEO PREPARED BY THE KEITH COtlPANJES STATION EXC. CU. FLL YDS. (, ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY EROSION CONTROL PLANS LOWER.LOOP ROAD ITA0 88+00.00 TO STA 0 70♦00.oo PREPARED UNDER SUPERVISION or __. SCALE AS SHOWN DATE • DVG. NO. SHEET 114 OF 127 ,~· • . ( '' STATION CU. EXC. VOS. FILL ~ ~ ~"' ~~ -------------~~ ~ ~~ ~---------------'-------~"" ~ ----~::::.. - •• -------.._________ '------- -------...___ -------! , n • ' -------...__ -------------------------';,'(;----------------------~ ------,. ~ -::::::::----,,, -----?(~ --- -~ ----------' ' -~ ·~ ~ ';~ ~ -----------~1 ~ ~'---··,~ ~-------_ ~ ~ • ~--· $~~400 ~----" ~ '-----'fu--------~ ~ (/) ri,_,;;:;.j"'~=-=~9~~ 4;-::::.~re-=-.,,::.-;~~4~1 ;::::--====~ "----.____ ·1t~~t2 ~c;(fo--~~2S:;:::;:2::::>:'.:~:::=;e~o:::::~~ ~ -~ ;, 1+.~...:::::: ::, --·---;;:__-.;;; - - - - - - - ~i,;'-------~ • .. ------"~(/) - --"'--.. -------~ ~+ ;:; \ - - ..____,_ ----------------------Q 3 c.!.,,P.,d --~ ~ ''.:---------------,•1, g ,, ) 6 I. 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M124:I ::: •.• \ ..... ,-.,F.,::CA~'' ., . ,, " PREPARED B'f' THE KEITH COMPANIES ... -""' ...,, ........ -.,,., ... _ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY , EROSION CONTROL PLANS LOWER LOOP ROAD STA.ra.oo.oo TO STA-79+00.00 \ MARK DATE _ DESCRIPTION PREPARED UNO llEYISIONS DESIGNED SCALE DATE DRAWN CHt.CKED AS S~OWN UQ srfsr DWG-NO, I~ ... ::p~ ·1q-·'lf7A'Y--,, J f ' J • \ I , ,t. : ' ' .l : ~ ', • _../' STATION CU. EXC. YOS. FILL \ \ • , (/) w _J;,__;;;-__..,- :Z (L / "-. -....1 c.,--- • --... ...... --- :r: z i./M/T OF uo ~ ~ ffi ~------- t./M/1 OF LAN{)SL/t)£ ___;;'-1----L -- ffi -------- ' (// ///,✓-· /// / •• / ' ' " ' J;,~ i \ I \ I \ Ir \ \ \ I ' ' > "y_ 0 ' ' I • / / / e.-, .. .. C) / ! ' LIMIT • I I I I ' ' ', F Gli'Jt:JIN ! ' I I ' ' ' I : I ' ! I I I , I ' ' I \ I ! I ' i ! I I I i \ i ' 'i ' \ ' I, \ 1, \ ', \ ....__D ~~~/\ __ ............._ --... --... \ \ ._ \ \ \ ' ' ' \ I I ' i i \ i I ' -, ', \ \ ' ' I I I I i I I I I I • I I r ', //' /. ~ ,,,,-----------------_____ , ___ _ y ----·· '(-----------) ( s- I· · · I / I I ---,, ----- I \ \ ( PREPA.AED 8'1' THE KEITH COtlf'ANIES STATION EXC. CU. FLL YDS. - / I - - ... , ., ......... -1'1 .. ___ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY EROSION CONTROL PLANS LOWER LOOP ROAD J -u ■ ••---•-••"•-•• llilo•JtrtntrM fl'l(ITTHNtW)t/ It·· Int· It ';fsrl;o,#;,r-;•= M1 ➔tdr'e (/}f-",:r,'""1 e•11•"'-"~•>J;.., ..... ,,,.,_-~;.......,..........,._..,..__._..,ew:aocrsmrtStlI¾:t%tthtt:tlltll TldVu~l•~·,-,tr/t''fltrl1t$';•:rJtt"· riS/41 "'·w•""•"'h•"'··_,,,..,,,..tt-,,itr .. ,•,..,,..,,.,.ct_W .. t .,., .. , .. 11-••••'"'*xw""e-,..,e•1•••·'"1r..,,, .. ~-•"'"*'''"'',e·•"'"''➔'"--""''"_'".'"''"''"'""";_, ____________________________ _ l 1 . ' ' . .,. - STATION CU. EXC. YDS. FLL I l • ----- •.. ' ·,,'.. . . ·'.Y • . . . l • / I _J -- ,;,; ~ 0 ', ~ .t:· ~ ~, \ ~ . ~-"' ~ ~ -~, l\ .-~ -----0 '✓ ~ I \ ' \ ,· ttat:nd&PiMdrilttw111<•illt·ttrl trnnl'trOJi'r :zt ac,v ttan¾ ---- ------ --- ts r::rwtettr e,ex1·· ':tb w nit tar1wr i I ) ' I I ;' / ' . ' . I ' I( \ ' I \ ( \ \ ' ' '. . . \ \ \ ' ' . -- -- ' . . C -5 : J l ,, .. ' tl -- \ / UGSMIN. ., \ I I \ •• • C . . / ( ) I ·' COI\/STP.U VEJ.OCITY ', ••• •... \ •. \ ) I T 4AIVPBAl!i EDUCER TY-f', • \ \ .,\'\ ~ ', ___ . .~O•·-.... ___ \ • i~~-' • ', ~ to«,,~ ', .• ·. ,-' . , DR. l4 l57az . Sheet lOJ , • · , OE 177 ,----SANOIAGS(TIP.~ I ( ,\ ) I I \ ' \ ,, -,; \ \ STATION EXC. cu. FLL YDS. \ \ (., ' \ \ ~ \ ,) ' \ ~ ~- \ ', --... ~ \ ) ! ---- LIC. !ll41243 ::;: I EXP. •·11t• "' PREPARED flY THE KEITH COl1PAN1ES \ ( I I \ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY EROSION CONTROL PLANS LOWER LOOP ROAD STA,711+00.00 TD STA,88+00,00 Hffl 116 OWG, NO, "" 127 • '; i . \ ' ' • j '. .; f .i ~--•. l '\ '" I :, 0::0 '., ; ,! ·•· • 7 nlit I 7 zlill'@ -tlllliiflllUdlfllF)fillfit «:::t•i lif IT t•Trti I ff t pyf':t ltC/#fi'. t a $ t ·ts · tztt· J ·II· #SY t 0Jdlti:ttiliifilmilM ,_ · t ilrH; I -·1 ft 1 wM1rlt'•t::n· e tr on 17 res $N · it:M.llltili' J -l 1r...W,,* o • ._..._..,.,..,,...,,,,. • ...,.H.,,.ri to,...,=► rt· • it/· ,..i,~---•--., ... 9-..,~•r•zt~' •-11 ... , _, .. 1+--• .. )t:m-•-·~• ... , _ ... , .. jjWM, ... l' ... n~:r~lt ., .. ·tt-1! -· ... _ ......... rd._12 ... tt .. ,, .. , 1•e1 ....... liiil .... lP"_it ... ffioli ... ~ .. c<Mttt ..... -~·!,tp; l<1MtM1lUl1ii1■;- ~- f i\ l\:ttr:rt,er tt:t slillill1¥1:zt2ribt;r :wt ., STATION cu. EXC. VOS. FLL "\\ ' \ ' ' . ' '· ' ' ', " ' \ ,, ',\ \ \ ', \ \ \ \, \ \ \ \ \ ' \ ' . ' \ \ \ \ • \ \\ -c·rt"i't"friPfr • trwnlfillll'••ili· ,·nrrn r ·111 • i etn :ts ta':rr'w21ew I ttd¥'dlllia 11i11Mlif f IS I llliin :1 Willl1Cttfitr t t#lr Hfc, .... ra-wlilirr .. 21 'd:nlM,l I ? :Utl:tSSt>F''lfJ"CIWl,'TWWW""tQ Serl \ ,.-m'J¼•FI t t J .... ; JI%" i 1• 717$ !lilt rs [$id$ ; 1 lllf m• Ci tr t :rt ; :'IWHr: g trr 11" :a 7 PSYi\H % liliiiFfSS rm 1 ; • • ,1·saevtr:ti STATION EXC. cu. Fl.L YDS. -/ / I // / / ( I f /.- / / • / ,· ' /. '/ , ' / / / ------ • EROSION CONTROL PLANS LOWER LOOP ROAD STA,99+37.75 TO STA,111+00,00 NARK DATE DESCRl~TIDN .,_ __ .. RE=..,Y_.l.=.Sa..al 0"'11"'-S----tr-"·~ 1µ,,_.!!. HEET 118 OF DATE 127 .......,_ trl ee: t r :· tu ·1'1;111,,-·:t'allirZ11" n:st :,nrwet#tnrt :· zer·n•1,w1rc'1·vo::tt#owr2rr:1·22m:11nr:t'' s:nr:lt' 1·,wesvH11·11 ::fth'ltllt:,-liNmttw:u:c·::e ·-na4"1iYt 11 ·117·r,-1 r1,·, •• ,n,+txe_,,,,., 1 :iln cf At '" ·111flllfttreM1U1t ·s·'tlti rnttltilvtr , • . r J ,, :Kr tt11I1121&Uttl.ol>li.-.J i~,iillt&i+ ..... llfliij/.llM;' • STATION CU. EXC. YOS. Fl.L ~ ------~---- \ "1 ' \ \ ,. i ( I I ' ---__ ,,. _.- -~--..... --·· ----- f.. \,~-.. w ... , .. , .. c,_c.,···.,, --------------------------------------------------------------------•------------------------------ _,_,. ,,::::-, 1::;:r:rrttrrttlsr·s·1 namnn'iuwr·iwrtlr'rr•!lli'ltt·n;ueiltirt" at:t ·, Nti:rsn~ ::a·1+2·,.t\4,., -,. .. ,, -----id\! llitltillkb:HtMd:Bt*Mb#rrtbrzM fthtflH' 1llle:-11111-.--, .. -.....i:wNa I es if't''Z'Mto_.41o10 •· rt; ., \. t,\_ . ' -, ' ._ -,_' l • / / / / j i / ; / / i / / 7 ' ! I ' ' ___ ;..--......_ . ..... -, / --• ---,:;:,------ ow 1 . {,• ' ! I : .,--+--••• ~ ~ • -- --- . G I \ \ \ \ \ \ I [ ' I \ DR. 14 15782 Sheet 104 of 177 II( \ ' ' ' ' STATION EXC. CU. FLL YDS. ------- ---------~ / \ (~ "'· ,. PkE,f'A.HU.1 BY :iJ THE '!:::~,. KE I TH :t::.=:u•• 1 COl1PAN1 ES ·=:'= J1 ............ , _,_ ...... •· "'" .,, ....... ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY EROSION CONTROL PLANS LOWER LOOP ROAD STA.aa+oo.oo TO STA-ta.37-75 .. • J • • STATION cu. EXC. VOS. FLL \ \ • ·, I . ---'> -------~ \ "'--,_ ~---===-------5l'r---....._ ------_,, ~ • ~ \ _____,--~-------"00----· ~ ~ :~~ ~ --~ ~ ~ ____., f1 • '!'. ~ I \ ~ I END ,RAD/NC, Al [!IQ: 5/D[WALK BENCH.a! lb~D. 47-f') 0 • ... "' or E.>:1sr1· l I I I 1 I STATlON EXC. CU. FLL YDl. I t -f-1rRi.5f\EE~SHiilll-/Jt.121Dff--.\T/M-HE-J+P.PrAfELJIJICA~N JlllHllijl -J_ RD. ,RADING PLANS PER R.5.f. I \ \ I DATE ~-1-3& fDR fAIS! r 'AD. IN ADJA(ENl TD PELl(AN HJL(K°ll I ~ ___ / --------~=--·_-_:-~-~ / ~ ~-----__ -_-=-=~-=-~-=--=---, I (£,f£.LL·f.'.l "'-. ~ ~ ----:::: f•fL/lD•f(.J \ \ ----------- \,, ---I \ ', \ ~\ , . V l ---'~"""1 s R u s H , t _ -_ &-• • •• ~~ \ ', --·-:~-~-).;;:~~~~~~ CE.fl. 6D·lCl • i ! C, I " • • L \ \ I \ I \ I \ ~ t I\ I \ \ \ ' /'- ( I \ \ I Lil. '41iA3 .., 8P.S•11-,, \ ' ' ' i \ . ' ' \, ' Ii \ \ \ \ • Dll, 14 15782 Sheet 106 of 177 \ \ \ X 672 9 )/ I I • I I l & ,,,,,. 1(£V/5l!/) £ INT: WI rH ~171 FUTIIFfE sr.' MOI/BD SANO~ NARK PATE PESCRl~TI N REVISIONS \ I PREP, 11£D 1r EROSION CONTROL PLANS. LOWER LOOP ROAD STA-111+00,00 TO STA. 119,44,63 HEET 119 OF. 127 • ,, ·"' ,. -"·1r!",..,-,~,,,._.~c•~<•·· ,. f ;1_ ', "., ' I 11 Mitt' t:ltt '1e 1 tr 7n WI 1k 1 w,· IT -::+ete\i'kft;C -1 ;·a t' t 11 ·1 f i" :r't Oi -w I) -"' ,n,, ff) t riuib'IQ .-•"'* dU,t Co rlJ 'F '\ cs& n,, _,,., WOH'e:: w , ... 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FU YD8. __ .,._._ .. ____ .,. _____ ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY LIMITS OF PERMIT LOWER LOOP ROAD , ' ' --' . :--t ;.•' ~. HEET 122 Of 127 • I J l , . ; ' ' j ' I ' j :-' ' I i -'~ ~- ---------------------------------------------····------· --•-Ive/ __ _.._..,_. '"''"'""'"""".Crs_, ,.,.,.,;,,-• , ... ,_, .... , ---wrr-1tn-•r---.r-,u-•---• ■-• -••-i••-•-•---·-::r -• I ~,rWrnl& ......,lllli, '-'lt·';pe: :·n· srxtrrr21r1rrr:rrzzttrn t:t?Htf#tt· Wil'*■Ufl I I tl'.1HtW· t:rMb&ltZrkillt •• ·:ftn r11n·r1'1t·w·,ne· ;·: ttnsvnr:Nttrrt•;al1iwtr1tn:· t r:·«w Iii:----- ' ' I ~1r···1·,-, ..... I , • STATION STATION cu. EXC. YDS. FLL EXC. cu FLL YDS. =·~/~~-=-~-~-=::/-==-~~~;.~ ~~~--==-\\~~\I(~~\~~\{~~~ \~~~~~~~~5~~~~~~~}-';; \ ,.~/ ~//) I j I 10~~:I Ii[' I /·1 ' ~~:::,·~~-:_-::~~-::~---/~ -~ ~======-=--==----===----~~~~~~~~~,~~~~~;£~~-;j})) }11/l/11 //// lir:··~'512),y ;;/ I ( / / I (( (\ 1)/1 ~1\ '1 \ \ -;3~~1~) / ( ( I \ . , •• '.' 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OP ABOVB MlfflMtl 250 LBS. 16-6-1 PD:rILIIBR IDDNII 21 GRASSLAND MIi IPSCI■I IITJPA PVLCBRA nl'l'IICAIIBGALIIII& llltCIIIDS CU.Illml UOIIU9 IIOLLI■ rm mcKl'Alli'BBllLIM IICDCBDLIIA CALIFORIIICA LA8'l'IIIIIIIA CllllYSDffCIIIL SJldINCl:ItJN UI,tffll LA'fll PLAftat.DIIA LUPIIIUS IUC~ co1a1011 DD PURPLII IIUDLBGIWII IOUO l"B8CUJI: c::IU.IPODU. D01111 auun,o VDMII IIDD01f MPiff CALIPORIII& PDPPY GOLDP:tl!:LDI IWJII-IMID GllSS UltDYO WPID n:DY '!IPS P0Jt BYDJtOU:BD APPLICM'IDHI UIB ~ l'OLl.OWIW PBR &CRB I 2000 LBS, WOOD PIUR IIIILCB 300 LBS. 1&-1&-li Pd2,ll.Illl 84. LBB. OP' .&BOVB BZBDIIIX LIii, PU ACU J 10 10 25 20 1 s 3 2 ...I SWING JOINT UVA-PVC PIPE OALV. SLEEVE--' SWING JOINT t3 REBAR lnatall to I depth of 24" , CONCRETE BENCH DRAIN •.-, --' M PIPE ACROSS BENCH DRAIN l • --1-"FAST..t.OCIC CIALV. 1UND1 -+--.. IIIIAII. ..,_ a,r ... .... --,vc:1e11 ...... __ .,.. __ I .--UNION PLASTIC VAL VI 901 wmt LOCKING UP' IIARKED "G.V. ONE CUBIC POOT OP -~ 114* CRUSHED ROCK PVC MAINLINE ll'YC MALI! ADAPTOR (Z REQUIRED) NOTE: IMIIH ... iv. box ao thal the lop of oowr 11 r ebowe nn1111 grade 1n trout1cl eo\l'ff .,.... and 112" Ill turf erNa. GATE VALVE ~-----WALL MOUNT CONTROLLER • VANDAL PROOF ENCI.OSUAI ASS&MILY MANUFACTURED ■Y: PACIAC TECHNN:AL SERVICES nut SOUTH POINTE DR . U.GUNA HILLS, CA 12651 1714) •• , .. ,so flNl8'tGRADli COHCRm BASE I" DIA. CONDUIT FOR CONTROl WIRES NOTE: Al wire to IMI lnatalled •• ..., local codt. prawldl colllffleffllll pedloc:tl: and two (2) uya to OWMr E Finish grade Control valw, Plutic val\4 box with locking cove,, mark "A.C.V." and station number on cover NP•tile" • I connector ~ .c. male ptor ) ,. w;P.V.C. soh 40 ~nipple CONTROL VALVE 10" ROUND VALVE IOX STENCIL 'Q.C' ON UD PYC MAIN LINE PVC ildl. N NIPPLE PVC TEE PVC Sell. 4IO EU j • A -·--1 - POP.UP SPRAY HEAD-------, PVC Sell. IO "ISEIII ---, PVC Sell. IO NIPPLE --~ LATERAL LINE SWING JOINT----' PVC SCh. 4D ELL AND STREET ELL POP-UP SPRAY HEAD ------SPRINKLER HEAD FINISH GRAD~ /-IGALV. COUPLING WITH SET SCREW I • • -- --------_..., 1003 """' .......,,, 0SSW0U) NUCN _,, .... ..., """"""' N'PR)lltt) -E>IISTNO LEGEND MOOEL NO,OCSCRiP TON GPM PSI RAO DEl ,n 1-.1,AM,.Q,. llt9111 fll, ,,,,.... .W H • 'A" , .. a,w. 11H-e IIUl,q\at-P"'P'•IW u.e IO • " W,l)A-1N1 1144• N0Z. WACT l.•O 40 41 °IIC' W.DA-TNT ~,r NOZ. UIAC,T •. ,:,, ''° ., a,c• I : 10tt.lt114"JW3Z" NOZ. NPACT &lQCHI.PC..I.O flr0P..uP AO TOA &JIIIIIIP,pc.7,1 POP-UP PIOTOA 5.ID 40 41 'O' I.M 40 41 'D' OW·PA\I SERIES B..ECTllC RU.DTE OONTROl VALVE. IO»I t,r IIAST£A VALVE. '79450IJICKCOUPI.N3V,tVEW~OQ(NGGREENWM. OCNE!l T -t· ~ THAI ,.,,r) :.,11..1.~ SIZE CHECK VAL.VE IN!\:«. ltE l"b'IIH1efU 22' J.11JLIP.£ BIZE OA.Tt VAL.VE. .SC SERIES 8-El.'TffC WAU. MOUNTC0N1KlLL.EA. l"IITAU. IN A VAtOAL PRJ0f ENClOSLa 8E£ PUN FOR 8&lE. LATEPAL LINE, CL 200 PVC Pff. SIZE AS NOTED. MAINLINE 1112" I SMALLEA SCH."' PVC PIPE. 2'" I LARGER CL 315PVC WE. (~ ~ID 16,.o ~I) S1.£E\lf: SCH. 40 PVC PIPE 4• DtA. ...,. MT~ N" BELOW FINISHED GRADE.. EXJEND 12" PAST EDGE OF PAVING. 'I' ... •• ,. .,, CCNDUrT, SCH. «I PVC PIPE. T MIN. DIA. 'K' lJVR.PVC SCH. «I PVC PIPE ON OAAOE. '!I 111' 11aLM!• WA1ER~ B't"on£Rl •·• T'P.! .... "'iii. PN.SUe. ....., W.\e --- •11-~~Ii'-w/<1D -.I~ ••• !la,91115~~ 11'.-&,,.1,H..._,. ill-J lllStl'-f,$3 :o 14 'H' ii', • ...,_ ltH o-1 PIEEIL I oh 'JJ) 10 'H' ,;-, GENERAL NOT~.S AU. MAIN LflE PIPING AND COffTROt WIRES LINDER PAVING SHALL BE INSTALLED IN SEPARATE SLEE I/ES. MAIN LtNE SLEEVE SIZE SHAU. BE A~ OF lWICE j2X) ml,: DIAMETER Of lHE PIPE TO BE SLEEVED. CON1R)l WIRE SlEEVE9 SHALL.BE Of SlFFICENT SIZE RlR TME '£a 11REC 'NUMBEROF~ LNlER PAYNO. ALL LATERAL LINE PIPING UNDER PAVING SMALL IE PVC SCHEDULE 40 PIPE AND SHAU. t'e INSTAU iD 'RIOR TC PAVING. PIPE SIZES SHALL CONFORM TO THOSE SHCMH ON THE OAAWl'IGS. J«) SUBSTITUTIONS OF SMALU.:1 r-E ~ll':S SHALL BE PERMITTED. 8UT SUBSTITUTIONS OF LARGER SIZES JAAY Bf NfftOVED. All DMWl:O IINORe.Jl:C"EDP.PE ~ •,L BEW ..«)VB) FROM THE SITEAT Tl£ TM: OF SADFE.ECTJJN. FINAL l.!:CATION CE ltE AlJTaMllC CONTROU.ER SHAU !E Af'PRrNED BV OWNERS AUTHORIZEDREPAESfNT ATM:. 120 VAC B..ECTRK:Al POWER SOURCE AT CONTROi.LEA LOCATION SHALL BE PROVIDED BY~-TTIE ~GATION CONTRACTOR5HAl..LhW<ETIEFIM'll.r..ofNEC710NfR:1MTHEELECTRICAI..SCJ.JR:l:TOTHE~ AU. SPRNa..ER HEM>S SHALL BE SETPERPEtlllCULARTO FNSH ORADE I.N.ES8 CITT€RWISi: SPECl'ilcD. 7 ' ' I I , ' i-----------------------t,,""""-----------+,.----~------------t,,~------------+,.--------------1 THE IRRIGATION CONTRACTOR SMALL FLUSM AND ADJUST ALL SPRINKLER MEADS AN VALVES FOR OPTMJ"" COVERAGE WITH MINIMAL OVERSPRAY ONTO WN.KS. STREETS, WALLS, fTC. THIS 'UiALL ! 'ClUOE PCUULATING iHE PRESSUAE. AT EACHVAI...VE TO CST Ml THEOPTtMUMOPEfUI.TNG PFESSURE FOR EA.at B''STE. I.. ' I & HYDROSEED fvlX LEGEND 1. 2. 3. ,. 5, •• 7. I, 10. ,.., .... I N ROTOR Otil RISER RECLAIMED WATER NOTES; THE INSTALLATION OF lHE RECt.AMED WAlER SYSTEM SHALL COfrFORM 1011-E REGULATIONS FOR THECONSTRUCTIONOFRECLAM:DWATEASYSTEMSwn-w,nEIRVN:AI\NCtfWATERDISTRICT. THE IRVNE RANCH WATER DISTRCTstW.L BE NOTlflB)TM>~YS PRIORTO lHE START OF CONSTRlCTIONAT(714)4J&.7603MOEACH~YTHEREAFTERUNll.COMPl.ETCINOFll-lE P!IOErr. Ml. ON SfTE CONST>HT PRESSURE REQ.AIMfD AND POTABLEWATffl W.N LNE PFNG INSTALLED .. CJ,l lHI.S PROJECT stW.l. BE IOENTIFIED N ~ WfJHlHE DISTRICl'S REGll.ATIONSMD THE IARIGt'\TION SPEQFICATIONS. A. M.l OONSTMT Fff;SSUIE REa.AIMED WATER fMftllNE PIPING SHAU. Bf: M.Efm.NE. \l!a.eTCClOREDPYCASMANJFACllJREDBV'8AOt'YNL!frEINC."ORAPPFOVEO~ WORl)S stw.t. READ"CM.ITDf ~WATER' AI.ONGTIE RUl.ENGTH OF PIPE ON B01\lSOES. B. W.t.RtraiG TAPES S1W1 BE USID ON AU. OONSTANT PAESSURE Mt.IN LNE PIPNGCARRVNJ POTABLE WATER WI\RHll'G TAPES SHALL 91::A Mffl,IM"OF3 K:IESWOl:Nll ffW.L RJN COHTNOUSI.Y fOfl THE~LENGlHOfAU.c:QmANTPflESSUAEW.'"1.-INEPI~ nETAPEstW.L8E ATTIOIEOTOTHETOPOFTHEPIPEwmtPLASTICTAf"E!Wt)EOAFIOltoTHEWARNING TAPE~llEPIPEEVERYS$Ta..ca,mA. D. WAANNSTAPE FOR THECXlNSTANTPRESSUREPOTla.E WATEfl Plf'NG SHMJ. BE BUJe N COlOR Willi lHe WOADS "'CAUTION BURIS) WA Tal..NE Ba.OW' IMPAINTED IN MN~ 1-NCH-HIGH LETTERS Bl.M:l( IH COlOR. MPANTWG SHAU. 8-=C04TINOUSNID PfRM'NENT. ' ' WARNINJ TAPE: FORM AECI..A1,£DWATER PMN UE SLEEVNGstW.L ffl:; RED N cot.OR WllH lHE WORDS "CAUTlCH RECLAIMED WATER" NPRINTED IN MNIMUM 1-INCK--HIGH LETTERS Bl.ACK N COLOR. IMPRNTING SW.U. BE OONTtDJS MO PEflMNB'fr. ALL PRESSIJRf: MA.lrflf,,EPIPING ~TI-E RECLAMED WATER SYSTEM SHAU aE NSTA.1..1 . .eD lO MA NTAIN 10-FEET-MtNMJM HORIZONTAL SEPAR'TION FROM ALL f'OTABl.E WA Tl=R APNG. WHERE REaAIMEO AN> POTABLE WATeR PRESSUU: WJHLWEPIPNG CROSS, THE RECI.Af,ED WATm PIPNG stW.L BE NSTAUED eaow THE FOTABLEWATER PIPING IN A PVC CLASS 200 PIPE SLEEVE • WITH WARNlt«, TAPE, SE£ l«lTE 3-l: ABOVE. WHICH EXTENDS A MNM.M OF 5 FEET ON EITHER SIOE OF 1'HE POTABLE WATEftPIPING. PROVl)l:A MHMJM VERllCAI.Cl.EARANCE Of9 INCHES- ADJUST SPRAY HEADS TO B.!MtolAlEOVERSPfVtY ~ AREAS NOT\HlERllE CCNTRCL OF TlE O..ISTOMER. FOR ElWM'I....E, POOL CECKS, PRIVATE PA TICS. STREElS AND SDEWAI.KS. ALL CONTROL VALVES. OJICK COJP\.NG VALVES, GATE VALVES, AN> SPRIN<LERS ON RISER SHALL HAVE A WARNING TAG AFFIXED TO THEM LABElED"NQN.POTASLE9. TAGS SHAU. BEDISTRBUTEO BY: TOMCHRISTYENTERPRISE, ii!1207W.SmUCKAVE.. ORANGE, CALIFORNIA. 92677, (714) 771-4142 .... ·~ AllAUTaAATICCONTRa.LERS WST BE SET TO OPERATE BETWEEN 1HE HCURSOFO.P.M. Al«> e I\M, lR l.ESS OJHERMSE DIRECTID BY ll-E DISTRICT ENGINEER. CCHTACT1l£ DISTRICT ENGNEEANGOFFCE lv«>~'VS PRIOR TOlHE mtGATJ:tl SVS'TEM COVERAGE TEST AT (714) 47'6-7603 NO ARRANGE FOR A WALK THROUGH OF THE SYS TEW FAILlRE TO COMf'I..Y Wl1H Nff CIR All THE ADCNE G.JIDELWES PUTS VOUR SYS'TEM N VIOLA ro,, OF lHE DtSlR1CTS RULESANDREGU.ATKJNS, AAUWl.1 RESULT N lEfVoll'MTION OF SEAVtcE UNT'- APPROPRIATE CORAECTN'E STEPS HA.VE BEEN TNCEN. ALL CIUIO( CCIJPI.ING VAL.YES NSTAUED ON 1HE IRRIGATION REClAHD WAlBI JM.tN stW.1. BE NELSON MC0B. NUMBER 7844. LOCATE THEOUICKCDJPLER NTI-E SHRUB BEDS 1r FRCIM 8)GE OF Pf\VEMENT. • Ai!ffQAl RlRONSITE RECLAIMEDWAlER ~Sie"10NI.V WAml ·•&IIS NO ,U lXII-10 IIMNE RANCH WATl!fl as,HICT~-BEllf'f'lB>FOIINa:Jl;~lHIICUlH Tttl; -~ WA'IU ...SIN1Cf l<l8D!YlSIOIISIDf'IEIHf 9ECl10N. Rlll 9'lCll'IC REQJIIC!ZH,.10 OBTAIN SliRVICI! CM.I. J K COt!TROLLER ff,!J, • • ~ ~--FINISH GRADE LATERAL UNI MAIN UNE or SLEEVE WIRE ~ CLEAN IACKfH,J. NOTE: 1.All pt11tl0 p!JMnt to N 1n1kN ~ trem::lle■. 2.lundle I lllpe wiring II 11' lrt1•rw•I■. J.11■ I ~ 20" k>OJI Ill WlrlnQ It CMlnge ot lllrRtlon ,,..,.,. lhall 3QI Untie .. , loOff 1'1M afl coninRCIOne "'"" bNtl 111...._ 4.S.. irrlgatk111 ■pecltlcllUona lor backll,, and COffljMC110ft requlrtlMnll. TRENCHING, I UVA-PVC sett. «J PIPE .ncttor .r 1 O' O.C. UVA•PVC !k:11.40 COUPLING &NO VIEW ~---UVR•PVC lk.lL 40 PIPI: r r,f'IISH QRADI t -NII JIEIIAR lnst■II a. • Mptll 24• ROI. . ' F QUICI\ COUPLINC- ~---IM"-l'IC MtE ,4,::;,,,-. r,"11/;l/MDV J.//ti:11'1$ Cilec.t: U4LVe I t=IJ.//5;/ 4MOt. • G " IN-LINE CHECK VALVE :tNITM.i. MUOI tr ~'°"' lffl&H M M -tlfT1JIIOfll 0, "-UTING ·•IDl. M'TAU. Nf:&OI r .. OWi GAUi Miff fO 11111 -· &ND -·· PVC LATERAL ...... GRADE B IMPACT ON RISER SPRINKLER HEAii CALV. COUPLING WITH\ SET SCREW RISER STABILIZER +SRS-200 l.'VR•PVC. RISER SWINC JOINT ~ (two st,on nipples and two 90 ■lbows) SUPPLY LINE lEE \ -THEFT RESIST ANT / LOCK SCREW -...J,-c'-/-14 A EBAA anchor 24" into slope ADV IN RISER (as required) FINISH GRADE C IMPACT SPRINKLER ON GRADE ,---FINIM, GRADE • DR, 14 15782 • Sheet 111 of 177 POP-tlP ftOTOR CWltfl ChKJc YIIYe> -!WING JOINT PVC Sell. 40 ELL AW STREET ELL PVC Sen. IO NIPPLI! (lengtll •• raqulfff PVC STAEET ELL TEI I' THIS DESIGN IS DIAGRAMMATIC. AU. PIPIOO. VALVES, ETC., SHOWN WITHIN PAVfO •Rf"AS 13 FOR : ~<>• ,. Cl.ARFICA.TUN ONLY AND oHALL 8E N8TAUED .. PlANTNG AREAS WHEREVER POSSlil E. .._ COHTHACTOR SH> ' LOCATE All VALVES IN SHRU:I AREAS. IT IS THE fESPONSIBUTYOFTI-E IRRIGltllON ~TOR TO FAMI.IARIZE t,,MSW WfTM ALL(~ rr", ·, E~-, LO..,UK>NOF WAll.S. RETAININGWALLS,SmtJCTURES ANOUTLITIES. THE MK,. TION .'1NTRACTCIFIOl'f •-~• .R OR REPLACE ALL ITEMS DMMGEO 8'f HIS WOflC. tE SHAU COCIRONATE Ht.S WOFt1 WITT' J""'ER CONTru • ~OR' 'QR rne LOCATION ANO tNSTAU.ATIONa: PIPE SLEEVES ANO I.ATE~ THFIOOOH WAlLS, l.N>b.-...»DNA'tS ,: n \ .~-.o. Em OO)'OTWII..I..FlU.YtlSTAU. THE SPRINKl..ERSYSTEMASSHOWNOf AE~WINGSWHENIT .S<"• Vl ••~IN ~ 1, " , • Ur.KNOWN oesmucTIONS. GRADE DIFFERENCES OR OIFFERENCES IN TIE Mil£>. Cit.EN.. <'~ t. .,il • MJT HAVE BEEN CCl>ISOEFEO 111 ™E ENGt.EEAING. SI.ICM 08STRl.lCT()NS OR OFl'EAola:S S'-OJt.f. ~ i ~;. • ,.,: ATTENTIC»-HlFTJ-EOWNER'SAlJ'THORI.ZEDREMESENTATIVE. NTHE EVENT THIS NOTFICAh:iN I'. i,.~lT~ .. • • ,, • • IRRIGATDI OOKTRI\CTOR SHAU. ASSlME FW ~SPONSIBIU1'Y FOR Alf( REVISIONS NEC!:SS-¥ V ALL SPRINKLER BlUIPMENT NOT OTHERWISE OETAI..EO OR SPEClFED SHAU. BE iNSTAL.LfD M PER '4-,U • :""l'1>-1-' • REccu.ENOATIONS Nil SPECIFICATIONS. REFER lO SPECFICATIONS FOR AOOffllNAl DETAI..ED H'Of'~TlON. NJV CAN'TI-CRAN VALVES) UNfTS AS SHOWN NTHE OETM.S ARE FOR TVPICAl NSTAI.LATIC.IN1""~ \' NII MAY NC'IT ~ REQUIRED ON ALL I-EADS. PRIOR TO INSTALLATION THE CON'TRACTOR SHALL VERIFY WITH THE .JI~-· 1:, GRADES. f Tl-ERE IS AN ElEVATClN DIFFERENCE Off :W ORM:lRE BE"MEEH THE HIGHEST l£AD ~ LOWl::<;Tt' ..,'lN ASYSJ'EM, THE MN'S SHAU. BE tNST.-.u.EO P£n THE DETAL TlE ca.lTRACTOR SHAU.. VERFY TI-E STATIC f:11:ESSUFE 10 BE 1."-' STATED ON 1HE SVSTEM ~•1Ei'-RIT!5 SHOULD THE STATIC PRESSURE EXCEEO 20%, INSTAl..t. A VillLKINS' 600 SERIE!" PFIESSURE RCGUl.J'flf,iC, • ,. SEl>ARATE VAL.VE8')X) DIRECTLVDOWNSTREAMOFTHE BACKFLOWPREVENTIOl'I .JEVICE.. SET TI;<= FE.GUI ~1~ ~ '"'' ,If AT 10"1, HIGHER THAN THe STI\TED SVSTEMREOUIREM:NTS. SHOULOTHE STATIC PRESSURE BEU: .. Vi ••- STATEOPAESSURE. NOTFY THE AFK:HITECT MEDIATELY. ALL STATU' GH.lONAGES IN VAL.YE CAU..QUTS ARE RJUNDED l.l" TO NEAREST GAU.ON. THE SYSTEM ISOESIGNED FORM MINIMUM OPERATING PRESSI.R AS ~"'1NN I.TEACH POWT Of COMrEClfJ",,• MAXIMUM DEMAND OF GAU.OMS PEA MINUTE IS AS SPECFIED. THE IRR,"lATION CONTFIACTOR 'liH•<.L VERIF'I' r't. AVAUBI..E WATERPFESSlH. ON Tl-£ SITE PRIOR TO THE STMTa' NSTAU.ATION.. "1.1.LOWVOl.TAGEWIREFROMOONTROl.lEATOVALVESS+4Al.LBE90l.[)COPP£RUF, • ,ECT, •. ..t. • .. ,,'• BLACK INSt.AATED WflE FOR CONTROL AND WHITE FOR OOMMON. l'iSTALl IN I\ COMMOh mE'NC:11 "'' •,. •• , ,L.·,, . w.N.11£ PP1NG WtERE POSSIBLE. 8lNJLE AM> TAPE TO Pf'£ AT 10 FOOT NTERV.-.L.S. PACMOEAMINMJMa' 1rOOVEROYERM..l.PRESSURE MAINLINE PIF'E NI) t'r'MN,OOVB=IOWt • , ~.f't.tlSSl,H!, . LATERAi.. LiNE. ALL PIPE UNOE.R PAVED AREAS IS TO BE INSTALLED IN PVC sa-t. 40 st.EE'lo'E 'r"i' • A" Mlfr' ~F.rt. SLEEVE LOC,AltoNS TO BE M 91-tOf,jN ON PLANS AP,0 NSTAl.l£0 PER DETM . AU. OU1CICCOUPLERVAJ..VF.: AA! TO BE INST~O IN Stft.lBOR OW UC) GOiER AREAS ¥",.pii::•'EFI ""851811 ,.,.D WITHIN ,r Of THE HARDSCAPE. AU. autaC OOUPlER VALVES lOCAn,., .. TURI' Mff-AP ~M•,: • 1IE.,. :·-.. ll!'L' •NI" DIA. GREEN PLASTIC VAi.VE BOX. A1.J. lHREADEDPIPE CONNECTIONSMADETOSUP...DfNTP'VC Pff'E SHAU BE MAO£ ..,.r .. ~c-··-1•11.•·eL ro L1...C. ALL TlffADED ADAPlBllS NE C0UPUNGS ARE TO BE ~• DEEP SOCKEI T rl-C. INSTALL AI.J.SPRA.Y HEADS WITH NOmES OF Tl-£ .t.Pf'RDPRIAT£ DEGREE OF fW)IJ8 FORT J ~ C<N CREO AOJUST ALL NOZZLES TO EltM1NA TE SPRAYING WA TEA Of,4 8ULDINGS ANO HAROSCAPE. ""-• • " 1. ,/Al. VES Fl O\i, CONTRlLS TO PA:NDEOPTMJMPERFOFfMNCE, ALL LATERAL Lit£ PIPE ACROSS CONCRETE DRAW BENCHES SHAU. BE INSTAU.EO IN A GAl.l'ANI~., •l[f\1-~. (Sf~. nETAIL). ,------MULTIPLE VALVES PER STATIC»I ----CXlNTFICt.LERSTATICNNUMIER ,-------------rr\ s---GAU.CWS PEA~ \d----VAL\IESIZE ---- • I • I j I ' I ,_ I I -,~;),,;.t,',4p 'll. Bt r tANGE ')I .I Y EhVtRr ,f'\", 11. 1'11'' . tf 1. i I ,, ' ·~ . . . - I DET.o.JLS-JARIGATIOII Ytle.~ .. _ ........ _ C71414111-1Ml0 !ii: ~-,ll,L a.,,_ ~ r(.., ~--rJT • --------. .. -- t?""'"--------------t?""""----------------;lb .j\jor,,,eu> ob-re.~· ill"IJJ•"• _l)llll_re_•_z,_-~-i.::,L.-:;..._P_IP_E_O_N_C"_~_A_o_e_. -----1~ H SHRUB SPRAY ON RISER. r ~POP-~:~ROTOR 7 ··--=---·•_--______ CAl~ t~:;:::.::~-• __ .. -. :".· -~, .. _J) ff. ,. i-i./ .. ·;s ?/7~ • J 1 I • J ·; / , '' J,....._ ___________________________________ _ ;Heb f e, , .. 1,u~1.-.1••1• •• ,, ... .', N ..... rt·tJe:r,·., b b IHICulN .. iii_......,........, • ' -·---- • ·- n-- . ... ... , ----------------r-1 - LOWER LOOP ROAD I I I I ----------------- • I __ ,..t • ,.· ·-..... ' ' •• ., + . . , I I • • I I • • • ,, -,et e, o ·w,a,tU:.M"•• I 1,i'l .,t. I • 0 <( 0 a::: _J _J I -:c z <[ u -_J w I CL ,. l'"I,. r:B· ,,. iot ~,..1" . f • 00 t 6' • ~~ 1oJIP .. • I I I I I I I I I I I • • • . ,, 2 I • -• .. l ~ I . P ROAD LOWER _ _:LO:=_:O ___ _ t'l ---- / . • • . • • ::,ii:tlirr; Uflllln,Vlm -·· 1 • , _,,,--·,·r:1 6·,s@rt • r'tltt1 ne·rawe:uez:rr -5 *" •.• 1 r ti ■·:Jn ntd:T •v: c 11· rt aw,· ' • KMlRit a -, CH ru,z " 'lff I I~ I I I I I ll & A'\ ~- fj' ,etJf} .,,, ·-.,, , ....... • I I 1~- I~ ei6' l~p . o•!:i ,'lv.•') < ~11 0 a::: _J _J -J: z <[ u -_, w a.. ~I • ~ I, f.Z::~i':, 'ill \ I I I I ' ' INTERSECTION ELEVATION GRIDS . ' I ' ' • ' • • SHEET •• J • i .. \ T'RENC,_. NO ,.. CA ,,<=>' I 1 : 1 ±res s· Ytttrt ,-,r::ttwr tr::, a r,t_.,_,.. vt 111 trt1.-•n•e· Ut'Nr ulrV :wrn1,on,i,"1iti111,;.ii·ao1-wa 1·,,·.-,, N 'L-'Y C::Uf'liJU!!!S. r=>ATA • 6. • 413,,, ·2 I 'c::>c::> 11 ,-.e, • &92.c:::::>C,' L-• 4•e..&-r• Loo TR.L.N. z::>AT'A IJ. • 4& •a I 'C::,O" ~ -&9&.c:::>c:::,,• ~ -.,,,,. ,,.,a I ATl"UI.--,---- l) 0 0 0 0 0 0 .. No-re., -INDICAT'E!& .JOINT' T'f"U=NC,_. UV ,-c:>WEf'l/t ([).---',-....;;L.;;;;;_ • ..:•::..:""::..:9::..:'..:2::..:-.:""'=-"-=D:::.:U=:_. .,...,..,-e _______ _ W.W. • ~c:::::>c:::::> • ©-...,_,-_L.=·-=4::,Se::..'-:.S:.-:.:4:_'_' .JC>=:::,:Uc_. __ . . . I, . . . --' "". ::----..,.;.:., ;-o::: ............. ~. -s::::: :--,;.: . • . . """'~ ·:--::: ~ . ~~ .. ~ ~ ~ . .. . . ~ .. ,:oy ______ _ ATl'l'4.--:,---- 0 0 0 0 0 0 ! ' L.. INE CU,..VE r:>AT'A ,i " I L.. A 14..e4' 0;•4J5'&4" ·•;.·•··.,\.·,• , ·- ...... =--••••• . ! ..-;::;-... ...~ ... _ .. ·••,, ... ... /ICUTl#JE8T "41..l. LDOl<MtJ .am.llEaT E INDICATE& ..JC>INT' TRE:Nc,_. W/ F"C>WE,.. T,...ENC,_. L..INE CU,..-C>AT'A NC> ,... A 110' !le 110' L.. A :i431' r:, •.59•4c::::,u .,9,6,.3,,e I te,•&"'T'l1" ---__. :=:+--· .• . .. ~~----:;;?:, p.• ..... -~ -•s-_.......-- ~ ~--· ... : ~--•, • . -·---. -~ .•• -.. •· ~ -: -I • .. j, • -• o • ' .. .. . . . .. . •· . . .. , ..... ,·,-. , .. .. . ,.•· .. •' . ;_, .... ,· . . ,-. 1· ... . 1,.'I l • Jl I ' ! ,. ::, . . . CONSTRUCTION NOTES MINIMUM C:G>\.o1!!',. ,-c:;,,.. &Trsl.UC:::TUPflU= ,o•• eel-OW GUTTE,... F'L..OWL.. /NI=. MINlr-rUM CC>~~ ,-0,. MANl-lc::::>L-1!!!&' a4•• 1!!5EL-c::,u.J GUTTl=IIIII: Fl-c:::>WL,_ tNe . AL..L.. eue&T-.JCTUl"'<E! INF'C>-TAT/c::>N e, ... c,U,N WA& 'TAKEN FROM ~Cc:::>fteD.5 AVA/LAesLE ANO I.& At-FRC>XIMATE. VEl"i!:IFY., l-OC .. 4TE~ AND P~Tl=C:::T A& ~G:1Ult.:EO. eEFt:::::'RE! E?.><CAVA'TING C::ALL U.C::.. &ERV/CE AL..ERT 1-BC>C>-4:12-413.S F"L..ACI= ,-UL.L. ,...C>,-E& A& -=UIREO. ALL TRAFFIC CONTflliilOL TC> ~E IN ACC<::>flll2.C>ANCE WIT,_. CAL. TRAN& MANUAL.. C>P T'RAFFIC CC>NTRc:>L.. 6EG-. Ne,.• "T.CS..t-1.• ~2 ~r::::>6 MA~, NEW SCALE 1"•40' U.Gr C>E.S/<SN EN~~. r-t.e. ANDf"llii:EW5 666-&ll:2 C.A. FC>Rl<E""'T E!><Ci-lAN<:.1= ENG,..,., /'e. /'OOUETI=,.. :;1e,.,,_44,,,._4 euewA..,.. /N&f"='ECTc:>,,,., H.A. MARTIN ......... -l!!J,S/3 COMMENCED ____ 19-COMPLETED ____ 19-RECONCILED•------- DATE REVISIONS PACIFIC BELL Ne:.WPOR.T &e:.AOH ~XC-HANOte CORONA DeL MAQ. C.O. AR.e:.A INS~GT AND AC-OU/Re:. JUL 311990 ROUllNE DATE OFFICE FIELD PREPARED HJ--r KED APPROVED .JN 2 35,e APPROVED I DWG. LE<43J IOlifil .PLLG.t l8S.I CONSTRUCTION NOTES SEE DI.J.kE,.I ,--:-, FJ.... ese, • 3-4" =u 0.----~~-----T Y-PI= ________ _ &E'G. Ne,., 'T.ta..M.• :B:J.,r:::>t/lb MAP• Nl=UJ SCALI= l''•4C,' U.D. C>ES-l<SN ENG,..._, M.e; ANORl=WE> 666 -e--r12 c.A. FC>Fi<KE""'T E><C::I-IANGE l=NG~.• ,-e. f'iiilUETI=~ :2&'2'-4464 &U,..WAY IN&i-ECTC>fC/1!, .... A. MART'IN 666-l!!J,&/3 ,;.r-•--·---,,-,µ . (' DR, 14 15782 ' Sheet 11) of COMMENCEQ, ____ 19-COMPLETED ____ 1,a_ RECONCLED------ DATE JUL St '\990 ACIFI BELL Ne:.WPORT a.e:.AeH e:.xeHANor:. COR.ONA De:.L MA.Q e.o. Ai:a:l!:.A fNSPE.CT AND ACQUIRE. OA TE OFflCE FIELD ..JN 2.S&I> , DWG. L.l!!t'4,,. ,o,-,,. r::,wa,;t 185,/ J<I-/SJJ"V • 177 P.B. 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