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HomeMy WebLinkAboutR_5828_SI ri'. . 1.-0. 102917 fULLEIH0"1 '""·"""~ ,. GAflOfN OR/lNGf: r;;,"'''"·"•~wa,,,, GROVE CJ INOICAHSAll(A $H0Wt, 0'-1 LOGA TIDN MAf SANTAANA l/<1,0, HI \!AA~ Y 1P~U~I ~ ' J VICINITY I O 5 we---~ M0DJ(SKA 0 _,.., ~· •• 0 ,,~~ 0 ,• " ~ , w,,e<1)'-' ~~"''!"'./ s.\N JU,0.t,j GAPISTRAt,jQ MAP 10 SCALE IN MILES 325+12.96 END PROJECT 147+82.26 BEGIN PROJECT LOCATION MAP I I ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY SANTA ANA, CALIFORNIA E .SCHNEIDER DIRECTOR PLANS FOR CONSTRUCTION OF THAT PORTION OF ROUGH GRADING AND IMPROVEMENTS FOR CO!tST NE\IJPOR l Df<JV~ ~ANE~=,=-=::; _fccfl··:=1·.. ,~=-=· ==·r.Rr-,-~~-~1-1 FROM SAN JOAQUIN HILLS ROAD TO MACARTHUR BLVD . ./. TOTAL LENGTH =3.36 MILES ASSESSMENT DISTRICT NO. 88-1 EMA -TRAFFIC ENGINEERING APPROVED: ASSESSMENT DISTRICT PELICAN HILL ROAD 88-I CITY OF IRVINE APPROVED BY CITY OF IRVINE CITY ENGINEER WILLIAM HUBER R.C.E. NO. <$/?Ss EMA-PUBLIC WORKS Diie: APPROVED FOR CONTRACT ADMINISTRATION v~--/'~-£:_ tJt.ikv;, 1,z,,/2.e/ffj (. ' DIRECTOR OF PUBLIC WORKS PLANS COMPILED BY: '-l?gbe,r1~11l..'William'rrbsf c& c'jlssociates 1'110FE55IONAL ENGlflCE~S Pl>NNER;& $UFWEV0R~ e <} 00> <S '1' O ,.,,,~LlC~ ?AS""'~' ,av+~E (;;.clf0"NOA)1''f ''""" "" ASSESSMENT DISTRICT PELICAN HILL ROAD 88-1 UNDER THE SUPERVISION OF' E.MCOONALD, PE R,C,E, NO. 29464 EXP. 3/31/91 . ' ,, ' ' ;;. ~t<?'' SHEET lA 1 1-20 21-35 36-49E 50-72 73-74 75-82 83°104 105-119 • 120-144 145-146 147-148 149 201-238 300-306 INDEX OF SHEETS DESCRIPTION PROJECT TI1LE SHEET PELICAN HILL ROAD TI1LE SHEET ROUGH GRADING PLANS AND DETAILS EROSION CONTROL PLANS STORM DRAIN PLAN & PROFILE & DETAILS STREET IMPROVEMENT PLAN & PROFILE & DETAILS RETAINING WALL PLAN AND DETAILS WATER RELOCATION PLAN & PROFILE & DETAILS CONSTRUCTION PHASING AND TRAFFIC HANDLING TRAFFIC SIGNING, STRIPING AND SIGNALS 100 FOOT CROSS-SECTIONS CONSTRUCTION EASEMENT EXHIBIT PHR SURCHARGE GRADING & P.V. DRAIN PLAN · PHR HABITAT MITIGATION PLAN i l I COYOTE CANYON . CHANNEL GRADING IMPROVEMENTS ' AND• . W1-W,.10 RWf'HWfO . TI-16 MW □-BURIED PIPE SUPPORT & ENCASEMENT SYSTEM COASTAL AREA TRANSMISSION MAIN COASTAL AREA RECLAIMED WATERLINES TI1LE SHEET ANIJ LANDSCAPE IRRIGATION PLANS SLOPE STABLIZA:I10N PLANS . P7-P23 ' E24-E26 , " SH j - 4 . 511 Sil SIi S# SIi ,11 SIi SH v\ Slf 5~'/ a\ >II Mt< 5/i SI/ .s.J/. sH 51{ M~ S,ff, 20 S,K. //9 S/1 .118 S,i' 117 SI/ /41 Sf,' I,, SIi e,p "3\ SI/ 11z\ S/2' /IJ\ MR ,,,is SIi jg\ GH k.' Sf/ Ii\ 'Of/ ,;,, 5fl I?\ Sil ,A, @If /5 e,p iZ SH // e, a,; 6 t:!Y IRRIGATION ELECTRICAL PLAN ···--. H d. M;'SC. AS -BU/{.,T REVISIONS SEE APPLICABLE -s/52 __ ,!J_{!EEJS ----------·-· -------·· -----· '. "NOT USED,. . -------. "NOT USED" .R6-VISt:..,_, 1-/N>Vj~"J.1 C,RALJE ~ROF/LE P.fl.R. <"TA .,..,,J,l.~E! • .!' ro STA.222,',~2.63 I, 57 f?.3/.91 /'f'£V(S£D LEFT ru~NSIGN 4T tJ0,',/1.,.A CAN'r"ON ROAD AND s.J.#.R IN7£~SECr:oN w1r11 RJ-1.R /. 117, //8 111.?o/.,, f(C:V/S€0 St.OW-OFF LAT€NAL FOR l,S1'/f£LOCAT€L) WATER ONE I, 79 t,?/r.l!JJ ADO tc BE~MAN'O t:XrEN.O OV!':,MSID,E; .OR.I/IN AOJA £N7 TO COY'OT~CANr'ON Clt'ANNEI. ourJ:.ET. 201 229 '¢;_;;/!JI AOC IYI"'£ 'P"MA.RKCRS "1D.J4C€Ni TO RII.R. 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' • ,dDDJNl.ETl':13/!l'(.S ON"sro-RMORAINl.ATERAl.3 7"4NO "'C" Zol.f:'0?21021/,Z!JZ ':Jlf!f/g/ RH', McARTHUR tJl vo.sr.Rtl"IN~, Cliff:13 R£!V~%'ANO AO.D eo <;;</NIT,.. I...VNt"ON ,:;.,,,.,.. nr, • ,•:~If!/c,Al. CON0<./1 AD.D/T/ONS, /. /Fl. (,8, 1/8 c1rY JRV/N"i! fl.AN Q§;/91 ReV/S£0 r."V. OMIH l.lMITS ,JJNl:J SFACINGi /48 ,;1/'9/ ADO Srt::Fl. CASING ROAD cRoSSING t'-OR FUTUl<'e' US€" <I/A u,fr'I .4.0tJ f"VC SLEe'_VE' ro~ FVrURE" UJ~-tSl_,S.3 ,y,.,~, ff€VISc0 t.lMIT.S Or ,?.1/.R, AN.O CC C/2'ANN£~SU~CIIARG£ I, ?:JL, l.:fl, !~'!, 1Jo.11zho REVISE" s,,roRMPRAIN (.;fiTC/lAl. K_l;_e N'l" -711 N I 37 1ml90 €XT€NOINre.RCl:PTOt-:.OR,4/N,..,NO , ·/ 9 11/.?/90 REV/Sti"OUT.' =rt.o,.. ... r,,..,,., [IJ'ISl:D IM8/TAT_:~r,~{!_TION SIT£ STOl<!M DR4/N I 14:J E-Z&, -"/sh; 'DRoseeo l.lM/7'SANO aecTFUCALSE~VICE '/ii.'CC ,1CCES:S R.4MP .REW.5/0N.S a?{ 8/~ 218Aa ~ .... ,.,, 1<,"eWS,,€0 t..,:¼'JrS ~-= i!fc>RI<.,,.,, .~OF:.-,,,..., ~ MWO W, r€RUN££NCA. ME, rsur"r'->RT . .301,, 302 /fi/90 A.!?.,:'.yO ./.'.ZTAIL -~~ /;:CC. ,'.?fi::;:/_<_,.7.~I'./ C/4:1-1..C,f-J.= /<~e,91,'.,fy ZI/J.A °""' scf'lh, ~-0..: ISS,o'<,;c;.-;.'A~DylN~ rORSl.OPe :JTA{!1'i.lZ-AT/ON .t1urrn£S STA. 7. rt' ~-A.'-0 ,'?"if<:"l I 8 IRm/50 -lf€V/Sf:O J"NRIGATIOA/ PIPING FO,'< 11,,i,;;,1rAr MtrtGArtaN sire £·4 q&/,t:, .«€VIS€ ..,1z,f,,T,<A A ... L.OC,-TION FOR r, ;:01-1£ o~ 1(1,VZ4",~_r..,__za, 9,4'&&1 RcCl_AIM :4na"R -· AIXJ .5',,D, LATEl'(AL ,. L ,, WIT/-/ INL,=T &ICJ_,,Cc'G I~ :A:'.:SVEE:P b,"C,40h\.<.c; Pv;--<;'?/2'/(' ~~-"'>.0"..0 &'-'.: ~_:_~ ,<..,t_.;;.__ _,,_,=x /';;;;r/ AtG 70~,0 H /c:: -~-<./O/c...-/c::>,-<..t'G· cJ,, /'ZZ, /'ZB ,,,,,,,,.-..r-,,,o REV/.."",E,0:0 r::...,,,;).v ~..R /2-"JO.O/P~7/0•._, .::::'/'• ,,,,, ,0/c/Jc §;.X.~R7'/,<._.,t_,;, C. S,P. 6//.ec:::.-<...<, :/0'"' .·'7~~-:'.:l/6_.([_,.,:pp;:o MU7F. ,,Z6Yf~O ~~6:;' l'VR 13'' /,1.ff5~M UArGR M4.rN 77 1/l.f 17-5"-'i' A:bV,'56'0 "7"RAC','N'°?' f'i =rare c Yau 84-:;co i~~ i~{.. z:J? ' . /'<J/9/t", ""' ·~ ~ a ,/fU!WS,YC> ,;;;,AM0-,',<1,:/ji ~R,;,..P#.R ,-..\:::;,e<P ,;:.,,v" --iel~ 7, /'2/ N/5/"0 ,.,Kl:S,..,N',;;; P,<,,: =-</P. ;-,-,,ve:; P.6Vf-5GO qRA,o,N'6j FOi<! AR~,%1 ,;,re ,osr;. 3., t'6,l-£lt;;, -lt;/<Jfeo a5.-.::,.e7E".C:' L.//VB 'L';!.'; X'eJ:; L.AT,'¼:L4r.';a'9°'t:.Ar.-",'<," =~ . $"~/~ z.;---'z.z.2,, . "=°_✓,;'(~ ,o C'/~,a,'./?;</~8 A,1/0 ," • • ·---Z,0/1 Ir,:,, /7•., . -,.,:/(P,,,J't' -.c:JV!...L.eT/.-0' /-./c?, / ~~/$/0~ ;, -,,a,· eo.~ e1,:f 4/~,¾, vEGCri'/P7'A'.7N ·• Gh'EET 4P!':0 tl4re REVISIONS I A OF IA ) :DR.\8(15819) -B ' 1SheetlA OF:.lA I) I IO ~ >o ~ I C. I ~ SEe .t;;,;..n: / ,,V.::?, 'ZO (@,P.,J £: y ~~4~_:.- s-m: G6E Sir. 5GG S,'/77 P£LICANllll::L R0,40S'TRUCTURAl~ SECTIONS-. , . sk,. t !47f82.2G To Slo.150100.00 0.50 A/C/ 1. 75' A.B. Sia.! /50100.00 To Sfo.lGOf00.00 o.so·Ajc/ 1. 75' 4.B. Sfa. f IGOf00.00 To Sfo. lG,5/00.00 o.so'A/c./ 1.2s A.B. Sia. t IG5f00.00 To Sfo. l90f00.00 o.so'A/C./ I. 75' A.B, Slo.t /90fOO.OO To Sfo. 200100.00 0,50',1/c / 1.45' 11.B. Sfo. f 200f00.00 To Sia. 2/0f00.00 o.so'A/c / !.45' A.B. Sia.! 2/0fOO.OO To Sta. 2GOf00,00 aso'A/C./ 1.c;o' AB. 5/a. t 2GOIOO.OO To Slo.280100.00 o.so'A/C/1.GO' A.B. Sia t 280,00.00 To Sia. 323100.00 0.50 AIC I 1.75' A.13. Sfa.t 323 f00.00 To Sk,. 325 }00.00 0.50'A/C/ 225' A.8. 8on,lo Con11on Rood Slruclurol Sec/ion o.so'A/c / ;;so· A.B. Co1JO!e Con11on Rood Sfrucfura/ Sec/ion 0.45 ,Jlt /Conpac/Ab/Hol/. CZWM I i I L_ GRADING --o-- a STREET IMPROVEMENT PLAN SHEET INDEX MAP SCALE 1"=1200' 7c::: ~OFCU/4'5 7B 70Pa:=-es&eM .RS ,C-llV/S,f.E;O ,SU,@;2::IC€' E"P E.o:5£ OC-~VG"ME..<,;7"' #P H/6h' ,q:::vA,,'/ F6 RN/~ ~ GB Ge::IOE BRGC!K T5 7a-= c=?F ~ /,1/t/' /Al(,{5€"T T/M-' 7ZJPac" H&Ac«,{4LL ---------~Ge'..a ---S~/GHTGe~-----ecV ---~S/6,-l/~~ -· ---eCO ----61',,,ST. =v='R -----------,.c-"L.av'L/YE ---------L/U/7?5 .::?FG,$,::1,YAA:; -----~WO'?~L/A./E :=.;;:::::'.~..:::;;;:::=..::·.;;:= 61"~ p-,E,".,-T.A:::::c; _?' 7' ,P< ?,=<?ED:5EOP-P4VE#BVT C0' --7'=?-7' &<'"5TEVSECF'94!4=MGUT -',✓-~--~-~-ZPa&""~.£ 'I' '1 1 l' 11 ===RS"" 0 -0-RLL Gl'/67 ~725Z.£,C,,.OVE RX£ --,.,.-,, c§"'--.:J?,,...-Cb7,"Rt'.L LIMS" _ 0 S.f/. MISC. AS-BUILT REVISIONS lt'€V/Se'.O STR.,86CTION} No. 8Y OE.5CRIPTIOIV Rt:::1/ISIONS \ APPO. ' "SEE PLAN fOR SLOPE GRADING" 2' R/W 9' . 5 VARIES lj36.34' -120' VARIES 60'-70.5' VAf:.iES 65. 84°-69.5' VARIES 44 '-6/,5' >I' 'OR VAR. T,C. ELEV PER PLAN 6 ROUGH GRADE LINE STA. 147 +82. f6 PER PLAN ROUGH GRADE LINE SEE STRE~T IMPROVEMgNT PLAN SHT. N0, ('2 FOR TYPICAL MEDIAN FINE GRADING -STA. 152+83. 77 R/W "SEE PLAN FOR . SLOPE GRADING" 6 _ SUPERELEVATION TRANSITION STA.152+83.77(F.S.J-STA.154+33.77 SUPERELEVATION TRANSITION STA. 152 + 83.77 (F.S.J -STA.154+33.77 • 77-f/,;;J CIM~9A:?N LZ'££ NOT ACCOUNT rVR 7Z/R,<./ R:JC.r<ET, U..WZ.<1$S/,,::,.,,:;,::, G...C.<1VA 770. P.e~IC.d..V I-I/LL ROAO ?AVL;A/GS dA/CLLJS.S/,c'/G'O FILL .c=/o::,A/ SLQAG" RESTO,RE EXIST-G~DE 4F7ER !.INSl/lT,4e,LS MA rcR/AL -TYP. AT TO? ANO 7oE OF SLOPE ( PAYMENT /NCL!.IL>E.D ;<I/Tfl l/NSl/lTAi3LE MATl=RIAL ReM0""1L) a,:;: --- VARIES //,4Rie5 //ARIES t/4Rie9 t//A/Zlc.S COVOTE C,-f.UVO,(,f ROAO CCJ,(.l,(.IECT/0,(.I STA. GrC:0.a:J TO STA. "/r ZB.= {/AR!e'S ;Z f, O!Rtr!70I.I FER Fl,41./ 80,(/ITA CA..UYO,<./ ROAD CO..U.UECT/0/4/ SP/. f'Z+OG.78 7V ST,4. IS+4f.7B 5Ee RO"-'o/," ORAO/i..G PL41./ /VR Ll,1,(175 o;= .3 TOE DITCH :J / z 3· , r/ARlcS /2 . ROUOf/ OR40E ll.UE IL z .B0,(.,1/771 CAIJYOL.I ,ROAO COi./t./ECT/0.U .S?;;q. IOeSo.a:J TD '3P/. IZ>OG.78 0 48' Ro.VOii ORAOE U.L/e. 1Jore ," PAVEMeµT CROSSFALL TR_Aµs_ FROM 8~80.GI TO to, SO.CO TO M4TCII EKIST-A.C. P,4VEMe/.lT Ge€ STREET IA1PRO//EME/.IT PLAIJ. SC'e !:7,'f ORAO/.t.19 R,,/t.l n7,"( LIMITS Or .3' Toe 0/ZI( BO.UfrA CA.</'rOJ.I R'OAD COJ.IJ./ecrtO.L.I SIA. /5+4!.78 TO ST-4. ;a-,,. !3!'3,BB GJ?.qbet1GJJeiif,. 'William'Prost && c'5'lssociates PROFESSIONAL ENGINEERS, PLAN NEAS & SURVEYORS P.0.80X19739 • 1472SALTON PAAttmAY,IRVINE,CALIFORNIA92718 (714j472-3505 DATE: ,5 ~g.- 'DR. 18 (15819)-B '.:Sheet 2 OF 149 PELICAN HILL ROAD SHEET INDEX MAP, LEGEND AND TYPICAL SECTIONS D fl. 0 SHEET 2 OF/49SHTS. 102917 • STA. "SEE PLAN FOR SLOPE GRAD/NG" 2' R/W 9' /14" /FT. - . "' Q.. . >-., .. VAR I ES 44 'MAX. 41.96' MIN. 60' 51 • /20' 60' 51 • R/W 9' 2. VARIES 7'MI . VAR/ES9.04'MAX. VARIES 44' MAX. 9.04' MAX. 7'MIN. 41.96'MIN, --ROUGH GRADE LINE T.C. ELEV. PER PLAN \ 1/4" /FT, - 5 -. (\J Q.. • >-., .. "SEE PLAN FOR SLOPE GRADING" '-SEE STREET IMPROVEMENT PLAN '----,------------SHT. NO. 72 FOR TYPICAL FINE GRADING "SEE PLAN FOR SL OPE GRAD I NG" RIW 6' ~ VARIES 80' MIN; 86' MAX VARIES 68' MIN. VARIES 34" MIN. T. B. ELEV •. I PER PLAN . 2 • 34' OR 37' •TB ELEV PER PLAN <'.,.. "'<"";/ <'(<' "'<4 suP£R 41. ROUGH GRADE LINE-~ RIW 6' I. 33' "SEE PLAN FOR SLOPE GRAD/NG" • 6 • AC BERM FROM STA. 238+75,75 TO STA. 240+96.87 t SEE ROUGH GRA G .r.--;;-i OF I' DEEP EARTH SWALE OR PAVED TOE DITCH·~ t SEE ROUGH GRADING PLAN SHEETS FOR SLOPE CROSSFALL DIRECTION FOR 6' BENCH WITHIN AREAS THAT DO NOT HAVE TOE DITCH. 3' 3' l,J 0.. 0 .J z O.G.~ ti) <( IL .J 0 0.. ~-0.. "' ~ ILi "'"71P'l:E 20 o/o OR LESS 0.. . . ---- DESIGN SLOPE ~ I 1/2 : I OR 2: I SLOPE ROUNDING 5 STA. 222+62.83 (BACK) -STA. 235+17.3I (AHEAD) SLOPE ROUNDING DETAIL SUPERELEVATION TRANSITION STA.154+33.77-STA l55+56.27(N.C.) "SEE PLAN FOR SLOPE GRADING" R/W 114" /FT. - 120' a" ROUGH GRADE LINE 5 STA. l55+56.27 -STA. l89+16.37 SUPERELEVATION TRANSITION STA.154+33.77-STA. l58+1l.27(N.C.) R/W /14" /FT. - 5 2' "SEE PLAN FOR SLOPE GRADING" STA. 158+11.27-STA. 189+16.37 -STA. 221+84.84 (AHEAD) SUPERELEVATION TRANSITION SUPERELEVATION TRANSITION STA. 235+17.31 (F.S.J -STA. 237+53.75(N.C.J STA. 235+17.31 (F.S.J -STA. 240+96.87(N.C.) EX/ST OR PROP. RIW VARIES 86' MIN. ~ J VARIES OR 34' OR 37' t. VARIES OR 34' OR 37' ._ I TO 6 * BENCH CROSS-SLOPY~"-DIRECTION PER PLAN T.B. ELEV. IZ 12 • T.B. ELEV. "SEE PLAN FOR SLOPE GRAD/ NG" _R_E_TA_l_,N,..l,,,N,.,G_W_A_L_L ___ --,c/ FROM ' STA. 279+25 TO STA.284+60. I 0 (CONST. PER SHEET NO. 78) I I PER PLAN PER PLAN I. 33' ~ ROUGH GRADE LINE EXIST OR PROP. R/W 6' "SEE PLAN FOR SLOPE GRADING" * SEE PLAN FOR CONST RUCTION LIMITS FROM STA l68+38./5 TO STA /70+30.79 ' SEE ROUGH GRAD/NG FOR LIMITS 1111 1---0-F-,-.-o""'E""E~P-'-E"'A-"-R"'T-'-H""s'"w"'A"-'LE=O-'R-'P""A'-v""E""D"'T-'-o"'E-D-I T_C_H _ __, ITl R/W VARIES 120' MAX. 80' MIN. R/W t PA.VEMENT CROSSfALL VARIES STA. 248'75.00 TO STA.254+75.00 AND $TA.264+50.00 TO STA.266+75,00 STA .. 237+ 53.75 -STA. 295+05. 82 T PAVEMENT CROSSFALL VARIES STA. 249+19.0I TO STA. 252+50 •. 0 • STA. 240+96.87-STA. 297+69.82 VARIES 51' MAX. 40' MIN. VARIES 51' MAX. 40' MIN. STA. 316+98.84 STA. 324+47.46 STA. 314+34.84 -STA. 325+12.96 VAR VARIES 32' MIN. VARIES 19'-0' VARIES 19'-0' 34' MAX. SEE PLAN SEE PLAN 2' 1.33' E\.E~-l'2-t ~-;-:,.. 1. 8, p\_/',t-1 ti.-~ "SEE PLAN FOR pER ~. ~1,.1>' "'<"";/ ... <'(<'i, VARIES t·~t'<'--. <4,v. SLOPE GRADING" , . 7¼-2, 2¼ a" ROUGH GRADE LINE/ VARIES 32' MIN. 34 MAX. r.e 1.33' Pf:R f:LE:v. P(-41y VARIES /,7¼-2,2¼ VAR §:F ,;;¼ .........., 2' "SEE PLAN FOR SLOPE GRAD/NG" SEE ROUGH GRADING FOR LIMITS OF / / / I DEEP EARTH SWALE OR PAYED TOE DITCH. • STA. 189+16.37 -STA. 200+76.53 EXIST OR PROP. RIW VARIES 120' MIN. EXIST R/W "SEE PLAN FOR SLOPE GRADING" R/W 6' ~ 34' T. B. ELEV. I PER PLAN so' 68' "' IZ T. e,. EL~V f'EI<. FLAi--1 E.P. ELEV. PER PLAN ~-ROUGH GRADE LINE STA. 200+76.53 -STA. 219+2l.47 SUPERELEVATION TRANSITION STA. R/W 6' !I' '-'"AC. BE"F'.H FF'DH STA, 200t7G.5B • '5TA. 219+00,00 "SEE PLAN FOR SLOPE GRADING" SEE ROUGH GRADING FOR LIMITS/// Of PAYED TOE DITCH • 6' ............. ~. "SEE PLAN FOR 6¼ SLOPE GRADING" 34' T.B.ELEV. 12 PER PLAN 68' 34' IZ T.8.ELEV. PER PLAN 6' I. 33 • "SEE PLAN FOR SLOPE GRADING" ROUGH GRADE LINE STA. 299+69.82 -STA. 312+34.84 SUPERELEVATION TRANSITION STA. 295+05.82(N.C.J STA. 312+34.84(F.S.) STA. 299+69.82(F.S.J STA. 316+98.84(N.C.J SUPERELEVATION TRANSITION STA. 297+69.82(N.C.) -STA. 299+69.82(F.S.J STA. 3l2+34.84(F.S.J STA. 314+34.84(N.C.J 6" LAYER GRANULAR MATERIAL OVER GEOTEXTILE FABRIC GEOTEXTILE FABRIC PER SPECIAL PROVISIONS I I 051,__T-'Y--'-P-'-l-'-CA'-'L"---'S"'E'-'-C_T-'-I O'-'-N-'--'-R'-'-I _P_R..c.A.c..P_ . . N. T.S. SEE ALSO o.c.E.M.A. STD. 1809 ALL RIP-RAP SHALL BE PLACED TO A ROUGH UNEVEN SURFACE WITH PORTIONS EXTENDING ABOUT 6"+ ABOVE FINISH SURFACE RIP-RAP GRADATION LIMITS Of STONE 7. LIGHTER WEIGHTS IN LBS. BY WEIGHT 750-1000---200-400--- 45 -95 100 50 15 INTERCEPTER DITCH RIM • • I "' i/: 3" I • ---.. r ___,_ • ~ -1 • z 3"CONC. OR GUNITE REINFORCEMENT -::; WITH 6"X 6" W 1,4 X 1,4 WELDED • ., FLOWLINE 12" BEND W.W.M. . z ::; ~,-..__ WIRE MESH (W.W.M.) OR APPROVED ' ti' 4 BARS EQUAL.TREAT WITH CURING COMPOUND CONG. SHALL BE 500-C-2500 J .,;J ITTN! lio.~71,__c_UT_-_O_F_F_W_A_L_L_ l~ N. T.S. 6' ,::;;; ,,,; LAY&'/'\"' G~A/V""~R /l-?A725'fi'...;.::::JL OYG~ Ge"O?a:!X77 L.:== .,=-~ /C ~c)( e?oo~&8ao 1 /()91>--T_Y_P_._S_E_C_TO_N_G_R_O_U_TE_D_R_I_P_-_RA_P __ . . N.r.s. SEE ALSO O.C.E.M.A. STD. /809 ALL RIP-RAP SHALL SE PLACED TO A ROUGH UNEVEN SURFACE WITH PORTIONS EXTENDING 6" ABOVE FINISHED SURFACE AND WI FULL P.C.C. GROUT PENETRATION FOR LOWER ROCK. GROUTED RIP-RAP SHALL CONFORM TO E.M.A. STD. PLAN N0,/809 RIP-RAP GRADATION LIMITS Of STONE 7. LIGHTER WEIGHTS /N LBS. BY WEIGHT 750-1000---100 200-400---50 45-95 ---IS RIM ELEV. PER PLAN NATURAL GROUND SLOPE PER PLAN CUT-OFF WALL WHERE INDICATED • ., . 0 • 3"MIN.- Jt~~==='.J--CONST. I ' DEEP EARTH SWALE WHERE INDICATED ON PLAN. # 4 BARS 3" CONC. OR GUNITE REINFORCEMENT WITH 6"X 6" W / 1.4 X 1.4 WELDED WI RE MESH I OB._Af'.f'BQ.'lE:D .. .EQUt,1.~---. TREAT WI-TH CURING COMPOUND, ,:, CONC. SHALL BE 500-C-2500 " f· • SEE ROUGH GRAD I NG PLAN FOR LIMITS ~ 1 /J/ 2'CONCRETE SWALE DET~IL . I N.T.S. ; CUT-OFF WALL 3" TYP. WHERE INDICATE .# 4 BARS .1 3"CONC. OR GUNITE REINFORCEMENT WITH 6"X G" W 1.4 X 1.4 WELDED WI RE MESH [If. W. M. J OR APPROVED EQUAL.TREAT WITH CURING COIAPOUNO CONG. SHALL BE 500-C-2500 l~oJ-.3_'_P_A_V_E_D_T_,.O,...,Ec-,-D_I_T_C_H_D_E_T_A_I_L_ -~ N. T.S. R-5~!2-2-~ DR,18(15819) -B Sheet 3 OF 149 ' ' 219+2 I. 47 (N. C. )-STA. 222+62. 83 (BACK! (F. S. J =STA. 221+84.84(AHEADJ (f.S.J STA. 200+76.53 -STA. 213+33.55 SUPERELEVATION TRANSITION 213+33.55/N.C. )-STA. 222+62.83(BACKJ (F.S. J =STA. 221+84.84(AHEADJ (F.S.J SHEET • ~ C/Jeiq,'William'Pt0st~c51lssociates PROFESSIONAL ENVIRONMENTAL ENQINEERS,.'& PLANNERS PELICAN HILL ROAD TYP/C,4L CROSS SECTIONS, DETAILS DATE: S"-.6-,8? OFA:1-~SHTS. I I I / I I) • () ,j 'O () I (.. Subdra in Alternate A: Alternate /1--1 Compa.cted Fi 11, Perf0rated Pipe surrounded with Permeable Material Caltrans Class 2 Permeablj Material (9 Ft. /Ft.) Cover ="'°":<::';\>-rm,.,,- 611 Min.· 4: \. Perf': :--a ted Pipe 611 ~·-:; .. Min. (Perforafa,: Down I Al ternat::: Subdrain Trench ~See Alternates A 1/ Remove Unsui tabl f:! ·Material & B) SPECIFICATIONS FOR CALTRANS CLASS 2 PERMEABLE MATERIAL U.S. Standard Sieve Size l " 3/4" 3/811 No. 4 No. 8 No. 30 Ii·: .. 50 No. :;;;::,;; % Passing 100 90-100 40-100 2,.,4c 1 a .. ;z 5-15 0-7 0-3 Cle,111 Gravel Wrapped Subdrain in Filter Fabric • '-----"S,,a,,,nq Enuivalent>75 Detail of CQnyon Subdrain Terminal A~ternate B: Filter Fabric (Mfrafi 140 ~ 6" Min. Overlap';\ r.r,:. ign Finished Grade ,', • Nat·:ve Cnckf.il 1 or Approved Equivalent) Fi Her Fabric ~ • • ·•· ~=======e'a"l= (•1· f" 140 --.._ • \\ ~• ··--.. -•••1·ap·· -· ,, 1 ra 1 • "' , <"' II= ~ -· · • • • • •o" • • or Approved ~-,.._ .. • • , , -, , • =-'""'-=""--"--"'-I Min Perforated Equiv•lent) Al•ernate 8 2 t 15' Min.-j5' 20' Min.-f 3/ 4 11 to 1-1 /2" Clean Gravel or Nonperfora ted 6" Di a. Min. Approved E~uivalent 611 Dia. Min. Pipe (9 Ft.3/Ft.) -----------------(Min) llOTE: ;.•In addlt1on to 6" min, ovbrlap, 1t Is suggested that fllter fabric be properly tied (such as with nails), • SUBDRAIII UlSTJILLJITIOil -Subdrain pipe shall be Installed llith perforations down, or at locations designated by the geotechnlcal consultant shall be perforated pipe. , SUBDM!fl TYPE -Subc.·afn type shall be ASTH CSOS Asbestos Cem~nt 1pe (ACP) or ASTM 02751, SOIi ·:~.Sor ASnt 01527, Schedule 40 Acrylonitrile :itadhme Styrene (ABS) or ASrn 03034 SOR ZJ.S or ASTI-I D1785, Schedule 40 F lyvinyl Ch\ortd~ t!astlc (PVC) pipe or approved equtval1mt. CANVOAI St.lBORA!tl.l 130 ~~-~~-0ET.4/L ROCK WINDROW ' Finish Grade No Oversize Zone -_::-::~-== -.:-~--------------=-------__ -..:------------ Finish Sl F • _-:...-=---:-=-::-:-: :::_:;:lo' Min. or Deepest utility ope ac_e ___ =:3=_-_-_-___ -~==-=~====-. 10 , Min. __ :j:~===~:f=~~~===========~:Q~~=~==~~~Ove~si~e Wmdrow ~==j:=;j::: =;==-=~i~g:;~::---~=;:;;~~;~;==--~==:=::=:===::=::7 ' --------a ----------------------· 3 Max. 4' Min. =--.L Regular Fill Free of Oversize •. Should be Compacted to 90 Percent Relative Compaction . 15' Min. 3' Max. ----------------------------- ----- - - --· .__, -- -------------------------------T.YPICAL PROFILE ALONG WINDROW I 3' Max. f Oversizes can be placed either on a compacted fill surface or in a trench dug into compacted fill and then surrounded with granular soil Hhich should be densified by •flooding. (Granular soil shall mean any soil which has a unified soil compaction system (UBC29-l] designation .of SM, SP, SW, GM, GP, or GW with ,SE:), 20). ·interim. Compacted Fi 11 Surface .L...--,,,: .• --;':" =----... . -=--: 511 --· -,· . .. ,.,---~; - .. -::-- Min. . ··-- ---~ :·: --. .... . . c:,_:·,;::,,· -'-~~·· • Trench Dug into Compacted F11 l Placed ROCK PLACEMENT DETAIL Granular Soil Can be in Sfoges ( for Large Rocks). or at One Time • (for Small Rocks) Large Rock Interim• . Compacted -:-:·· .. --Fi 11 Surface Small Rock .•:• .. :•· .·:.•:.. . . . . . . . ------- Granular Soil (SE>,.20) to be Densified by Flooding OVER.SIZE (ROCK) OISFOSAL OE7AIL- Existing Ground Surface O=Oepth* T I/ ,p -j Proposed Slope ,, ,.. W=Width Min. 15' Fil 1 ,? ;.-: " ~ 0 ~ Removal· of Unsuitable Material, if Applicable ·kThe Greater of either 2 Feet or Thickness of Unsuitable Mate.rial Outlet Pipe 4" 01d:~ tlon~erforat~d, • 100 1 Max, O.C. llor1z"ontally •. 30' Max. o.c. Vertically. • To be Installed Within Trench, 1± Ft. Deep Dug Into the lnterf c2mpacte:d FHI, ----_-_-:_-_-::..-_:::-:--~ -----------------------·-• --:..-==-:-::-:-:-:-:-==:..,:-;: •, Back Cut 1:1 or Flatter Typical Oenchln9 Subdrain See Alternates A & B. ~::th~ -~=~=====-=-=2i"Miii~~-:·."t:;;;:;.:.:ic-~. Tl 41 TYP. (D) KeYBOttom 2% Min. ,!.i~t~;~.:-I .. v~ries f I -With Slope ~~y M~~~~~ i--~ey ·width(H} ;---I · -----------~ per Approved 15 Hin. or per SPEC!FICJ\TIONS FOR CALTRANS Report/Plans Approved Report/ CLASS 2 PERMEABLE HAif.RIAL . Plans , T-Connection Alternate A: Perforated Pfpe' Surrounded with ~Perforated Ptpe Permeable tlaterial Each Side - • l:11ltrans Class 2 Permeable Cap for .~ater-ial (J.ft.3/Ft.J Alt. 0 T-Connectfon .. • .• ·; 6" Min. Nonperforatad U.S. Standard Sieve Sfze 1 " . 3/4" . 3/8" Ho. 4 % Passing 100 90-100 40· l OU 25-40 10-33 5-15 0-7 5% Mfn, .:.;. •..:. ••• Cover Outfat P1pe lluilei Pipe . Perforated Pipe 4" 11 Min. 4"Hin. . Oedd.fng Deta fl A ·A'' Alternate 8: I.lean Gravel Wr,1pped 111 Fflt_e~ Fabric, . 6'" Hin. Over1a;i . ~ Positive Seal Should '-J/4" to 1-1/2" Clean be Provided at Joint . -tJ. • Gravel or Aprpoveg J . , 5 Min_ •. • .: Equivalent {3 Ft. JFt. Outlet--, ... ~~ T-Connaction Pipe filter fabric (See Detail A-A') {Mlrafi 1.40 .or Approved Equtvalent) NOTES: No. a No. 30 No. 50 No. 200 Sand Equ1valent>75 , Actual dimensions of fiJT blanket, back' cut, key width, kty depth, and subdrafn may be changed and add1tiona1 key heel subdrain, blanket drain, or vertical drain mily he recommended by the geotedinical consultant based on field conditions. , SUBDRAIH rns~·ALLAHON -Subdraln pipe shall. be installed wfth pt:rforatfons down, or at locatfons designated by the geotechnical co11sultai1t, shall be nonperforated pipe. • SUEIDR/1.Ul TYPE -Subdrain type shall be ASTH C5U8 llsbestos Cement Pipe (ACP) or • ASTM D,2751, SOR 23.5 or ASTM 01527, Schedule <'!D Acrylonitrile Butadfene Styrene (ABS) or ASTH D3034 SDR 23.5 or ASTM 01785, Scheduie 40 Polyvinyl Chloride Plastic (PVC) pipe or approved equtvalent. BUTTRESS/ STABILITY PILL DETAIL 0-3 L.·1mih; of '2rading Design Profile Topsoil/ Colluvium -- Existing Profile L.imi+sof Ora inq E~istipg 1:1 · , ~ill - _ _J_ - ---:>.,_....------ 1: 1 Projection Benching . ~ . '-bry Alluvium.· • ·::::,-<'•-"---'·Saturated Alluvium Gravel ·at Bottom of Remov1a:I if 'Needed to Establilih"Worktng Surface ALLUVIUM, COLLUVIUM, TOPSOIL, 1131 i-l __ A_R_TI_FI_C_IA_L_F_IL_L_R_E_M_O_V_A_L -- . . Detail Design . Profile Replace Matera! Back To Natura I arade (Typ) Limits c,f urading ---~ r Oesiqn To<0 l . of Slope Remove Qls / - Below Slide Plane .,,.,.. .,,.,.. L /..,,.,.. --- Existing Profi:e Bench Into Firm Bedrock While Placing Fill Maximum -1~---- Backcut Ang!e 1 Qls ------z:% __----Estabttsli Key ............. _. -----------... ...... .. Below Slide Plane - Finished Slope Face--- Projected Plane 1 to 1 Maximum from Top of Slope to Competent Material Existing __. Ground'-.. ~--:_ Surfac~ "'----.,.,.-• . · .,,..,,.,.. _;,:,,,.._.,,. -----,,,-.,.-,,,- ,,,----- -----------------.,,,,. ,,,,,,..✓ .Finished Cut Pad ..,... ----..,... -----ompacfed:t===-~ :iu -:-:-=.;_.fJll ---'.:""' • • • ...... • ■ ■ ■ • • • I ... <I • If --~.:::=:=t===---11.:. UnSuitab1e Material (DJ~'-"'"= fi~=~ Typical Benching Pad Overexcavation and Recompaction may be Recommended by-the Geotechnical'Consultant Based on Actual Field Conditions Encountered ;lr.,~---- _1-1irr~ \ 2 Ft.11~1 ~~~~ 11~-I Competent Mater.ial • Accepted by the ~ M. ... . 1n. • 1"· lowest Bench (Key) ( W) Geotechnical Consultant" \ Subdr.ain and/or greater depth and/or ~idth .reco1m1ended ·by the geotechnical consultant exposed during grading. H 331 S/0£ I-I/LL FILL OETA/L of lowest bench (key) may be based on subsurface conditions KEY NO. BY M/SC.AS-BUII..T ~CJl'/.5/0NS R5Y/S£.0 sr.R. S.SCTION) !J€SCRIFTION / Oesi9n Toe _-:~ f;;p-a~t;d~=:::_ of Slope --·· _:."..:'::::-:..:_ ---------~-Fi 11 ___________ _ -------~~-----~--Projected Plane _-:-:-:-:-:-::-:------~::,g:::,.---- 1 to 1 Maximum :-:=:=::t:~~z:_ --_z------ from Toe of Slope. _ ---------::?:-::5...::-:: -- to COf!1 petent L --~~-~--, -( Existing Mater1al· -:..=-::-": ______ :..;,:,:-__ 4 . Remove Ground • D!Ylli(DJ -~-----.= Unsuitable Surface -_-::-=~~.::-B h Material FILL SLOPE + I k ~...l.: -'.:~~Mi-;;:~=-(T;~~cal) Replace Mo .erio BaG /_~ -~ ·---- To N4tural Cirade(l_ypJ 2 Ft. Min115 Ft. Min. f-- 2/92 .. Lowest Bench FILL-OVER-CUT SLOPE CUT-OVER-FILL St.:OPE (Key Width) (W) Remove • Unsuitable Material **Cut Slope Portion Can be Converted to Fill Slope with a Min. Width of 15 Ft. at Top Without.Overbui1d and Trim Back Subdrain and/or greater: depth and/or width of lowest bench (key) may be recommended by.the geotechnical consultant based on actual field conditions er.countered during grading. 133 KEY AAIO BEAICHIAIG • • DETAIL SEGMENTB 101 CONSTRUCT INTERCEYfOR DRAIN PER OCEMA STD. PLAN NO. 1332 102 CONSTRUCT TERRACE DRAIN PER OCEMA sm. PLAN NO. 1321 103 CONSTRUCT DOWN DRAIN PER OCEMA SID. PLAN NO. 1321 104 CONSTRUCT 3' PAVED TOE DITCH PER DETAIL SHEET NO. 3 105 INSTALL RIP-RAP PER DETAIL SHEET NO 3 106 CONSTRUCT SPLASH WALL PER OCEMA SID. PLAN NO. 1321 107 CONSTRUCT CUT-OFF WALL PER DETAIL SHEET NO. 3 108 CONSTRUCT 6" 1HICK CONCRETE SLAB WITH 10" X 10" WELDED WIRE FABRIC 109 INST All. GROUTED RIP-RAP PER DETAIL SHEET NO, 3 110 CONSTRUCT DOWN DRAIN TO STORM DRAIN PIPE TRANSffiON PER OCEMA SID. PIAN NO. 1331 111 CONS1RUCT 2' CONCRETE SWALE PER DETAIL ON SHEET NO. 3 112 REMOVE EXISTING AC PAVEMENT 113 CONSTRUCT 6" PROCESSED MISCELLANEOUS BASE ACCESS ROAD 114 PROTECT lN PLACE 115 TO BB RELOCATED, REMOVED, ADJUSTED TO GRADE PER SEPARATE PLAN 116 REMOVE EXISTING FENCE . 117 CONS1RUCT 24" X 18" ARCH CSP 12 GA 118 CONSTRUCT 36" CSP • 16 GA 119 l:::XTE:No 1=.x' J5T SETTLl=Ht;:.N-r i:::'L..A Tl=. A Nt:7 HoNtJH~HI FeP, DETAILS ot-J '$HEET No. 6 AIJD PE'R 0PE'CIAL Pl"C>VIS/Ot,10 RcMEP#fL &RAO/A/G Cc::>AGTRb'C770AI AIOTEe • 13ff·. CONSTRUCT CANYON SUBDRAIN PER DETAIL SHEET NO. 4 131 132 • 133 REMOVE ALLUVlUM.._'29_1.LUVIUMi Ut.JeUIT'Ae>LE: ARTIFICIAL F/f..L. AN.P/OR' T0,---:;;,(.,.1/L. PER De'.TAIL GHE&.T J,JO. 4 CONSTRUCT STABILIZATION FILL PER DETAIL SHEET.NO. 4 - CONSTRUCT FILL KEY PER DETAIL SHEET NO. 4 134 REMOVE LANDSLIDE DEBRIS 135 STRIP VEtSE:.TATIOf-1 .6..t,,.JD TILT 9UeGF?Ar::;e. e ~/o 1% Q:?,-JST, TEMfO~RY SI.JFCHARG.E: FIL-I-J L./MITS op: -ro~ ER.a9/0A/ COA/TROL COAIGTRb'CTIOA/ ;VOTeG 150 INSTALL SANDBAGS VELOCITY REDUCER PER SID. PLAN NO. 1328 COUNTY OF ORANGE 151 CONS'IRUCT DESILTING BASIN PER STD. PLAN NO. 1327 COUNTY OF ORANGE • 152 INSTALL C.S.P. RlSER PER STD. PLAN NO. 1327 COUNTY OF ORANGE AND DETAIL SHEET NO. 21 153 154 CONSTRUCT VISQUEEN DOWNDRAIN PER DETAIL SHEET NO. 21 : f; INSTALL SANDBAGS REDUCER AT END OF DOWNDRAIN PER DETA1!.. SHEET NO. 21 - 155 156 CONSTRUCT VEHICLE ACCESS RAMP PER STD. JILAN NO. 029 COUNTY OF ORANGE [; PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS ?.0.80Xl97:39 • 14725ALTON PARKWAY, IRVINE,CAUFOFiN!A92718 (714)472-3505 DATE: S"-8-~ 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 GTRccT /MP'ROVeMe.lllT CO/l/STRVC770A/ AIOTeG CO~S7RUCT CONCREIB CURB TYPE "A2-8" PER APWA SID. PLAN ND. 104-0 CONSTRUCT CONCRETE MEDIAN CURB AND GUTIER PER DETAIL SHEET NO. 72 CONSTRUCT CONCRETE SIDEWALK ("W" PER PLAN) PER OCEMA STD. PLAN NO. 1205 CONSTRUCT PARABOUC MEDIAN CURB TRANS1110N PER APWA S'ID. PIAN NO. 108-0 CONSIRUCT PARKWAY CULVERT TYPE 6A" PER OCEMA SID. Pl.AN NO. 13()1) ("S" AND OPENING PER PLAN) CONsmucr PARABOLIC MEDIAN CURB FLARE PER APWA SID. PLAN NO. 109·0 CONSTRUCT LOCAL DEPRESSICN PER APWASID, PLAN NO. 313,.0 (CASE "E") AND PER DETAII.S SHO'i:~'f ON PLAN CONSIB.UCT TYPE DH ASPHALT CONCRETE DIKE PER APWA STD. PI.AN NO. 104-0 CONSTRUCT LOCAL DEPRESSION PER OCEMA SID. PLAN NO. 1308 AND PER DETAILS SHOWN ON PLAN CONSTRUCT CONCRETE DRIVEWAY APPROACH TY?E "A" PER APWA sm. PlAN NO. 101-0 CONS1RUCT ASPHALT CONCRETE DRlVEWAY APPROACH PER DETAIL SHEET NO. 72 CONSTRUCT ASPHALT CONCRETE OVERSIDE DRAJN PER OCEMA SID. PLAN NO. 1334 _ SAWCUT EXISTING ASPHALT CONCRETE PAVEMENT REMOVE EXISTING ASPHALT CONCRETE PAVEMENT CONSTRUCT ACCESS RAMP TYPE "A" PER APWA STD. PLAN NO. 102-0 TO RE RELOCATED BY OTHERS CONSTRUCT V ARIABLB TIUCKNESS ASPHALT CONCRETE OVERLAY CONSTRUCT MODIFIED INLET TYPE I PER OCEMA SID. PlAN NO. 1301 AND PER DETAIL SHEET NO. 72 CONSTRUCT INLET TYPE H PER OCEMA STD. PLAN NO. 1302 (ftL" PER PLAN) • ADJUST ?>AANHOLE TO FINISH GRADE CONS1RUCT MEDIAN CONCRETE MOW SlRIP PER DETAIL Sl-IDET NO. n REMOVE EXISTING TYPE lJI BARRICADES CONSTRUCT MEDIAN DRAIN INLET PER DETAIL SHEET NO. 7~ CONSTRUCT 8ft AB.S. • S.D.R. 35 DRAIN PIPE (BEDDING/BACKFILL PER DETA1L SHEET NO. 72) CONSTRUCT RETAINING WAIL PER DETAIL SHEET NO. 74 29 30 31 CONSTRUCT 6" PVC (SCHEDULE 40) IRRIGATIN SLEEVING (a&" 0E:L..OW GUTT1Sl2-~R,o.C?E.) CONSTRUCT METAL BEAM GUARDRAIL PER OCEMA STD. PLAN 32 NO. 1403 (POST SPACING 6'·3'' O.C.) CONSTRUCT METAL BEAM GUARDRAlL TYPE 8 FL\RE AND BREAKAWAY CABLE ANCHOR ASSEMBLY PER CALTRA.NS STD. A 77-E, A 79-A. . CDNSTRlJCT M!:;D~ LlNDelWIZAI~ f'l=.P. OCE.MA STD PL.AH No. 11 [4. COiJBTRI.IC.i A.G. OVEi:2.SIOE DRAIN Pl::.12-DE;T'A!L :3HE':ET NO. 7'2 !Ne>TAL.L SU!ZvE.,.. MONUNEi-.1T IYF'E 'A' PE:.rz. OCE=.NA sm PLAN N0.1405 lt-.15TAL.L. SUl2VISY MONL!MEHf TYF'IS 1131 PER. OCl:=MA -sm PL-AN NO. 140& STORM PR.4/N CONS7'RUC770N NOT.es -50 CONSTRUCT 18" RCP (D-LOAD PER PROFILE) 51 52 CONSTRUCT 24H RCP (D-LOAP ?ER PROFILE) 53 54 CONSTitUCT 30'' RCP (D·LOAD PER, PROFILE) 55 CONSTRUCT 36" RCP (D-LOAD PER PROFILE) 56 57 CONSTRUCT 42" RCP (!).LOAD PER PROFILE) 58 CONSTRUCT 18" CSP (16 GA) 59 CONSlRUCT 18" SLOTIED CSP (lJ GA) 60 CONSTRUCT JUNCflON STRUCfURE TI'I'E I PER OCEMASTD. PlAN NO. 1310 61 CONSTRUCT JUNCTION STRUCTIJRE TYPE I (OME'SHAFI) PER OCEMA. STD. PLAN NO. 1310 62 CONSTRUCT JUNCTION STRUCTURE TYPE II (OMIT SHAFI") PER OCE!MA SID. PLAN NO. 1311 63 CONSTRUCT JUNCTION S1RUCTIJRE TYPE IV PER OCEMA STD. PLAN NO. 1313 64 CONSTRUCT INLET TYPE V PER OCEMASTD. 1305 AND DETAIL SHEET NO. 47 65 CONSTRUCTRErNFORCED CONCRETE COLLAR PER OCEMASTD. PLAN NO. 1317 66 CO:-.'STRUCT GAURD CABLE FE~CE PER OCE:\fA STD. PL.\N ~O. 1413 67 CONSTRUCT U«TYPE HEADWALL PER DETAIL SHEET NO. 4',' 68 CONSTRUCT INLET HEADWAIL FOR SINGLE PIPE PER DETAL. 31-ICBT N0.47 69 CONSTRUCT INLET HEADWALL FOR DOUBLE PIPE PER DETAIL SHEET NO. 47 '!'J CONSTRUCT DOUBLE 12' X 8' REINFORCED CONCRETE BOX PER DETAIL SHEET NO. 49 71 n CONS1RUCT5' HIGH CHAIN LINK FENCE PER APWA SID. Pl.ANNO. 600.0 CONSTRUCTCUT·OFF WALL PER DETAIL SHEET NO. 49A 73 CONS1RUCT CULVERT DEBRIS WALL PER OCEMA sm. PLAN NO. 1324 AND DETAIL ON SHEET NO. 48 74 CONSTRUCT PIPE EN1RANCE TO EARTH CHANNEL PER OCEMA SID. 75 76 77 78 79 80 81 PLAN NO. 132~ CONSTRUCT MODIFIED JUNCDON SlRUCfURB NO. 1 PER DETAIL SHEET NO. 48 _, REMOVE INTERFERING PORTIONS OF EXISTING 30" CMP AND 30~ RCP .. CONSTRUCT CSP PRE-FABRICATED PIPE JUNCTION ·sADiiLE DETAIL SHEET NO. 48 CONSTRUCT CONCRETE PIPE SLOPE ANCHOR PER OCEMA STD. PLAN NO. 1333 CONSTRUCT JUNCTION STRUCTURE TYPE VI PER OCEMA STD. PlAN NO. 1315 CONSTRUCT CONCRETE BACKFILL FOR STORM DRAIN AS SHOWN ON PROFILE CONSTRUCT METAL DEBRIS POSTS PER DETAIL ON SHEET NO. 48 CONSTRUCT PLYWOOD BULKHEAD 82 83 84 85 86 CONSTRUCT MODIFIED INLET TYPE V PER DETAIL SHEET NO. 47 CONSTRUCT R.C. PARAPET W . .\l.L PER DETAIL ON SHEET NO. 49A CONSTRUCT R.C. CHA,.'."NEL INLET TRANS. STRUCTIIRE PER DETAILS ON.SHEET NO, 49A DR.18(15819) -B Sheet ti Of 149 87 CONSTRUCT R.C. CHM:'·1EL OC'IlET TRA...~S. STRUCTURE PER DETAIL ON SHEET NO. 49A PELICAN HILL ROAD REMEDIAL EARTHWORK DETAILS LIST OF CONSTRUCTION NOTES SHEET 4 R£Vl.5l0N.S OF/49SHTS. L----------------------------------....L...--_,:,;;;;;;.:.;.:;;;:.:;;;.:.;;,;;;;;.,... ___ ....J.... __ ..-1L------'-~---------1---------"""J::J)'."'""e ...... -,i:=--i~~;::;;-1r: - 1!.nlll7 I \ i \i ' ,, , I l\, f) 0 6' "' tti ~ Q.l 0 ' try )>. -i Ci] -G) ::i: -/ C-15i ,iOC F-79,358 ' SCALE I"= 300' 252+24. 51 B. C. BONITA CANYON DR I VE CONNECT I ON _ ·U.C.I. 0 C-50,000 ,( I i . ' i 263+77.73 E.G. 260+89 .1.5 8. C. BOUNDARY SCALE I"= 300' " ' I FUTURE -.,,.,N !NTERSEC_; it> " ) . '·'-·," '·,_' . ··--, ' I ' , J• : •• i_/ I .-·: / ' J-' i i, ' ' 197+ 95.88 E.C. \ ' \269+3~.40 B.C. Ut.J IVERS I TY /?J,(p, 710 1£'4,0a:> . ~··. /, 228,,:i',GO .,,_ 70.3,000 • I. q.31, C¼O ' • COVOT£ C4NYOAI C/.14/f/A/E,!_ MITIC,,4770/4/ <2,/TE ,--2; 7 ,i})C • -- y 21 3+14,29 E.C. 211+51.26 B.G, I AC O\IERLA'i CALIFORNIA IRVl~.JE U.C. I. BOUNDARY F/LL.. ·.400 i r / ' F· COYOTE CANYON ROAD CONNECIION / I I / I I I I I I ____ -236+67·.·3 l !::oC.- 0 c-452 ' C-67 12.3 0 • 'Trost 1®,i§l.ssociares ~.,.,.~ri,'William INEERs & ?LANNERS ·~· -o"IMF•,n .. L ENG l 1:N\lf,-, PROFESS10NA DATE: \ \ F-4382 \ 1/ 3224-48.55 8.C. DR.18(158191;;~ ,! Sheet ~ OF 327+17.59<l !NT . .s><i • 0 ! ' NOTE.. 'ROVIDED FOR I THIS SHEET A 'POSES ONLY • INFORMATIONAi-:%:AL BREAKDOWN TO SHOW THE G UAL PAY . OF EARTHWORK. ACli lJ ON SCHEDULE QUANTITIES ARE'S&Jt':sPEC/FICATIONS. R-~&-s oF woRK ,rEu '5 PELICAN HILL ROAD . EARTHWORK .INDEX MAP l> OF/4gsHTS. ,s-q. ' .. /47-f-82.2G •.M?. 5/1. MISC. AS-BUil 7 l?EVISIONS 'EVl.5E G/f:/JDING CONCR6'7£ ORA/NS) z/2,z \ \ \ • f. 1/) '· /49-f-00 i I I I I /50-f-00 I I I I I I I l I I I I I I • 7,03 7-r(BZO;J \ \ 153-1-00 Z, 2 95 .,t-(4'?'Z) !, !789-(328-;? l . $7217'10,V EKC cu YOS STA. 147+82.26 TO STA.153+50.00 IS / -=, ses.E ' SHEET I I .; 1 I .. OF/4g SHTS. 8T4770#. Ct/ ftC YO$ r/t.l !'3'?100 /.54,L 00 /55100. 2,979 -(azo) 8, I Z I -(744) /.5&1-IX' /571-00 3, oz 5 -(7c?6) z, 8°!9-(7c?8) ,<,On,:.: .8AGIC STR.::.-t::'T. :,Z::, eG =,vs r. A!=R a::'GMA STO, ..</0. 1331. * G.e,, AS RByUIR80 ro ,-"";s'!'.'.>V/L:'!S' r"VR 67'.RA/sµr d'..!=VEL G-?E' =r. /.5cJ,L 00 /.597'-00 /601-00 8, 544--(7c?;f3.) 2 .SH -_NO, M/50,A!S•e:ri/t..T R(=V/SIONS (A~O .s;q,.,JSff. P#lU.. A"EV. ,;;.•~·•U:>/AG ~. Q~/,VS.) 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E'ER..'.3PEC7AL..E€6V/GION9 ~~ -----·-··-•·· -~ , •.. _ • ' j • SHEET C ~bet1 CJJeiq,CWilliam'PIDst G& ,§1.ssociates ROUGH GRADING PLAN FOR PELICAN HILL ROAD 7 , PROFESSIONAL ENVIRONMENTAL ENGINEERS !lo PLANNERS Sl'A /53+5000 TOST4 /67-fOO. 00 OF/4glSHTS. .D - I/ X .7 0 'SI 7 I, 5/0-(&-CO) 1 Standard 3/4" pipe nipple \ wel:!-1d directly to plate.--,,. \,,, x 2' x 1/4" steel plate ' 1-3/8" diameter brass cap 1tt•eh1d to g1lvant1ed pipe with epoxy {IHY bll Olllitted)------~ REA1Et?/AL GRAO/A/G;V.:?reG 5" dlimeter plastic (may be 01111tted) pe,e OETA/L CONST. STAf'JILIZA770N F/t.L r'B\' 0€TAIL Sh'G:E:T MISC. ,4S-t3t.Jlt.r R£V/SIONS lr'EVISE GRADING CONC.OR, INS REV'ISE'D GIYJOING SLOP£ ST.4Bll/ZAT/0/.I 4 "' • Z,8S1-('GCO) ='3405 ,'-(,5GO) I, 8 G 7 -(E¾ZO) 1-3/8-inch Diameter Brass Cap Attached to Pipe with Epoxy (may be omitted). o.5 1 ± a. s' ± S7Z?. ,,cJ::'.A...V A./0. /..3 C/ j;1ol co,u.sr ooW,U 0RA1,u n::, 9TORoW t:N41// P!Pe TR4//.5. PeR 0.Ce'U/1 STO p,::.)r,U ,uo. 13 31. '· j;13\ z:caverG,,....?R'O~=-p • .M/GCECZ,<;?X'c'"OOG ·~. '' :.&4'~ "AC~G$.~,,c:>- /7?.,t. 00 6-inch C~a~eter Plastic Cap (may oc om;tted) 6-inch Diameter PVC ?ipe1 1-1/2± Feet Long ' ' ' /781-00 ~bet1 C:SeiIZ.,-WilliamProst <®, ,§1ssociates PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNER5 /701-00 /80,t-00. G74770. z;; es;,..~:;, CJT ov UVG ' /8/-,,00 DR.18(15819)-B ,Sheet 8 OF 149 • ROUGH GRADING PLAN FOR PELICAN HILL ROAD STA 167 r00.00 TO S7'A /8/ ;.03.05 I I 0 I I SHEET 8 OF/4'!:}SHTS. C/.) I ~ N )0 .!) I ~ • I.. 0 • • / I ( ' ' i I j "<>' ,, ·c / / I I \ I \ / I r / ' '' ' I ! I ! / ' I I ' / / ! ' _q / ) I ! / ' ' I Q \ --·-~-~--.... ----~- • £XTENO JNTliRC£PTOte, ,ORAIN A/olO KEV/S€ ourt.£T .t.ocATION ,t"'G V7G700S •, TOPSOIL ~bet1 CSeiI/.,CWilliam'Prost ® co/lssociates PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS . cz,,-:r-.:c:;,.c:;c-~ ~ .o<'!S"~/L.. ,S.C,.IT. ,,vo. 3 .CCA-'Gr. C:.:?...-i,t::'. ~,VA4-C: P§E ~rA/C. .:::?,-1/ 5,//T-#,0, 3 C~GT. 0,,.,, ,P~~p /W/ec. ~ ACCe'SS A"OA..c?. 1--,-:;owsr. 3' ,S-41./cO /Oc 0~ PER. OcTAFL e;lr. /4'0 3 . ' \. ROUGH GRADING PLAN 1 FOR PELICAN HILL ROAD S'l'A /8/+0Z'1.05 TO STA /95+50.00 I / SHEET·' ' 9 ,./.,/1/. 2.377.3 , ,. ~---·---~-·-:=.== 4 0 , • . ..., .. .-,, '---Z/CO,,v'C,GWALe' ,PGR CETA/L'.. // I au SHEeT3 LA="TAIL ''/5-8" N\00/F/€0 e' CO,UC. SWAt.€ LOCAT/0,<./ .sr,,::,.. 1=.;. 74.sa -e;~+oo.a:> ( R";t;;h'r) ..,sc,-.,t_e, : • I"= 2' / , ,., 0 ~~ /~RC.6"'?n:.>R PR,2?//4/-~R.-~MA iGrP. .. P~N NO, /:3igz_;-_· __ _ -~~!/N..a?;all R/P-RAP ~R ~rA/L._ BH'T. . ..-vo. -==3_ ~~T, c::L/T-OFF W.ALL .PE£ O.e7.2VL ::5.L-IT-,A..,{:::'. ~ ~q~. Pc.ACE ~C0/415T. c:;." PROCESSEO §-?R07cCT //J §-RE,,woVe MtSCcli.A,UEOL/S ' " " cc· 8--- R0,40 0 REM,:?VE ALLUV/LJM ANO TOP '50/L OH SHEET NO. 4 0 DGTAIL 2.5' 4E2,P7 F.L. cc Tl<AHSITION TO FULL DcPTH (!')DITCH ,,.,,/' DETAIL-A SCALE: /".:.5' R/N'\ 46':>,55 F.G. Cft.obert c.Beil/,,CWilliamPrtJst ~ co/lssociates PROFESSIONAL ENVIRONMENTAL ENGINEERS a, PLANNERS TOE OF SLOPE • DR, 18(15819)-B Sheet 10 OF l'f9 ~ SI/ M:7. ,;,y ·21, f 00 'O . ST,47/0N //(/1 cu FILL YOS MISC, /IS-Bl.JILT /r£V/SION.S REVIS€ GJrAQ/NG CONC.ORAINS) SHEET ROUGH GRADING PLAN.FOR 10 PELICAN Hill ROAD S7:4. /95 f5000 TO Sl'A 2/0+0000 OF µ:;1gsHTS. r/.) I )() ~ ,,/) ~ t;: !. J ~ ... j cO / / I / I d I i I / / I $T4TJ/J, Q:1/Ct/T Va3. 1/Ll ,?!OrOO I I / ! ' / I / / ! I co I Z/3.J 00 5, & TO tJE REL/RGM/A0,7 TO GRAD.€ 8--,Re,t,(of/E EAIST. J""r'=-,(/CC 00 ,s,.:...rr. AA::?. a Pl:R Sl:PARA TE PLAN ~ ~VE 4L.LL/V/C/M 4/VP 7".:7,"SO/£ ,qs,R ce=/£ '3h'ee:!T ;l,t?. 4 ~=v9T.RVCT G7"48/0Z477C/N P/L.L-?e'R PET."1/L G4'5ET /40.4 I oo· ,VO. e,y . > '/SC, AS-i3l.llLT R. R. Y/SO: GKADIIVG JNS 00 AP.PO GJ(ober1 t;JJeif/_,CWilliamProst c®. c7'l,ssociates PROFESSIONAL ENVIRONMENTAL ENQlNEEAS 15,. F'LA.NNERS oo· DR.18(!58!9)-B Sheet 11 0:F 149 ~ Z2/it34.84 i:.2.2..r 00 S'JATION /, 2 2:Zr:("Tlii<.;l.5,503-1-/f,,04).COT CU Fill rt:B 228t-OO / '"' • i)lj I.IL~ \~(GO RD rl ID ffitfl!~l~~(((i 11 11 &)ti\',""' ~~~ "! l -~--'-:r-~JJ f<-S8J&-S ••• SHEET ROUGH GRADING PLAN FOR PELICAN HILL ROAD STA.2/0+00(XJ TO STA 222 +62.83 • S7JI. EQUATION S7Jl22/+84.847VSTA223+00 .i)t. ti OF/4g>SHTS. ,, GT477C7N -. -.... . cv,--::. -----· .1,8 ti, 7 f-(' 4cJ<;Z.) 178 ,, 4 51 -(/&:// 2;;47 -(,=,;,.) 223f00 ,,. :..t) I '° i ,0 /) t ?ER Oep/lL S/-(1:" /JO. 3. ., __ /,3cj;;;_ --•----------·· e,&"i' ••••• <E>,8:Z7 -i~) :Z;G/G ·· ___ · z z (p. --/,--Bo?--==(~..) .. .... --.8:2 ?. !:'>54 ~T~ ;r ~ber1 c.Bei11.,'William'Prost <®, c';ll.ssociates PROFESSIONAL ENVIRONMENTAL ENGINEERS !I, PLANNERS GmTlOA/ cur cv F/LL VOG ROUGH GRADING PLAN FOR PELICAN HILL ROAD STA223f0000 TOSTA23?f0000 ,,. IZ OF /,;tg SHTS. 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B---C<:?/VGT,' 'V,.. 7VP6? hf!:APJ-VA,C,L.. ~R Ci!!!TA/L.. €'#7-' NO. 47 __ ,__ ' ~i---&ONST. GRO(.✓Tt:0 R/P-RAP INL.£?T/OVTLE"T SLOPE PROTE-:;T/ONPE"R OeTA/LeGRAOATION ONSMT. NO 3 ' HY..ORAO'L/C PATA l ... ,. --·· + GT,4. WGTA. ,Al,r //,"7 ;q:7 0 /.5-o/ REVISIONS CHECKED DATE ... --·- ... .. I... . '·- · 1 -f • L l... .• -t I +---·- -··· ... ---I---.I - l ,-... ... i- ., ' .. .j .•.. _ __,_ ---- DR,18(15819)-B Sheet 40 Of. 149 -; ... -- - - -t··. - ' --+----'··- ' ..... ·- ' --.. ···+- . ---1 ...... ·I , ---.---~-;-- ' ----·•··---·-- . --- . ' -•··· ... --·--- -...... . ' -·- ... --. I··· . . -, . ' ' ......... ,. ............ _ .. J ... .. . STORM PRAINCUR//'E OATA R L r {A) ,i s.o. 4S' /8.G4- LJS-'lJ , 1-Ii ... . ., t 1.·.: .. -----' --- --:-··· .... • ........... 1 •• ···--·--· -·--· •••• " ... .. .. ---· ---·· 0 ---_j_ ___ ._ ..... - - -,--- _. ----- -f----, f--- ' -,-. ·t -· ~ • !-\~ ~ '"~ _ _,_ ___ . 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' t ---1-- ~~ ~ " ............. ~ ... . -... •-- -1-- " - .. ,. -· f- - __ ,_ ~~ ~' ----+- --------'--i--- ' ------, ..... L - __ ,t_ ___ _ -~ ---1 T Ice ---,,,-- ---t- ' ·~ ~g~w1=r-r : r······ ' .; .. , __ . +-- J.Ne3775 ----- .. /l l )0 ::-1. )0 .J) .;.. ,, -L ':;:> - J .... , . . ···- ' ,. ....... -.. +--· g-~ ... ; .. ~ ... • - . ' . , .... . -+-· ..... ·• - -·•··. ... -, .. --·. . f- :;,· , .. J-. . r -; ... .;. . ..• •. ·--·-·t --- '!ttl ~, • •• • ~ ~~ .. - . ... I···., ,.,., r· ·i. . . ~.~-· -• -·-r··· ···T· ~ •....... ,,,. ........... ~~ .. ·-T·· . , . ........ I· l .. <. -... •• ' . O'I,,_ ..~ •• ~·~ ,_:a . . ' .... •·. .. ~ '~. ~·· • ; IIJJJllllf • • ~~ ...... ~. .. 1 ,,n; ··-··--""-··It-·- . .. .:. ·--···-··· ~ • ..-!' ·-· --.. r·· -r ·----• -·-· ··········r ··-·-• • •• -•··•·• ' ~~ .. ... . • ~~· ~ --~······ -.-.z ,__ -----. --·-.. -· --·--.. --.. -- · ifil · · · ·· · ...... --· .. -' --.. , l ... ·-· . , .... . -... I. . ... ' . i . . .. -· ' ... -. •······ ······, =I ·-· . . .. ·1···--·· ·r-·- •• ·+ • -• < :-~ ~~"' : fl:1 . . .... .... ... .... I ·····= i~ . .J. . ..., ...... ... •·· ...... --. ··-{ , .. . ... -.. ; ... ... . .. ' ~cd-"1.,.. ,. , ... · t·--· !· ~~~~~~~$~~~ APPROVED (.. CJ?....obet1 %i1l.,WlllicJm'Prost ® d:)lssociates ,t---t---+----------------t---t---t PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS .i DATE BY DESCRIPTION APP'D. CATE I \ OAT< 'l,--8-1\9 R,C.E, NO. REVIS { 0 N s_ RCENO-----DATE------ FIELD BOOK SCALE DESIGNED DRAWN CHECKED DATE • LIS-I - ' .. l ... .; ...... \ I \ \ /4-g Of" --'---- .. .. ·+ ... ·-•I 0 .i. Q l"I ' ,L J . . ~ Iii IE i .... --• ... v. --- ~ . ----~ ....•• ; • \ \ \ I I \ '• --.! ........ : - ' ----( ----- ___ , ... ~ _____ ., -- 1--------., - ------• -• ----1---- ---... 3ll ··ffl .! . --; ---- ---+ ~ ~· __ , .... j,.._ -•· .-Qi.~&@f ·~ • --·"--·-··--------· ~ _,, __ _j_ I····-.... - -T - - - -t··· ---' ----- ... --. . ------ -L·.: - -----+ - ---··· - -' . - I. ~ ~ .. ~ ·--·· ,---.. I .. ~ .. , : ·······1·- '§., -f --! ~ .. ... ----- ----·i·· -- --j - -J ... ---- ··g~ ~ .... : .. ,., -__ ( ______ _ ~~········ ---. --- ... L . ..I --· ...... , ... ... ~····· -· ,. -. --. -. , ••••• ······~~·· .. , L '"·· • -' ,···· -:·····gggf=····· ....... . ___ J ------~----- -___ j_ - -, ____ .. : .. ' . ,. _____ _ --.! ... -~ ...... ········· ~ ---·--. , . . . L L I ... , I J 1· 1. I .. ·- ' ' --....• ----·· 1 ... --. - I ""-·i ------- - ~ .. ;.. --1 --~ -.L ____ 1---. 19. ······~······· ---. ----+---------.. . -.; .. ::-, -- ----------- --------i-- i -_; ' ' -------I --- - • -·I·- ACEHO---- DATE ____ _ MISC. AS-81.//£,T Rfi"VIS/ONS FIELD BOOK SCALE BY DESCRIPTION APP'D, DATE DESIGNED DRAWN REVISIONS CHECKED DATE --! -- --. , _____________ ,_ ' -t --,---- .y I • ' ' -----j--"'1---- _.)_ ___ _ !--.... STORM DRAIN EXTENSION LINE ·x·; LINE"r': LINE "z-1",UNE''z-2" ~ ~~ ••• , •••• ' ........ . --_-, __ .... - . l -1 ... • ' • ----+-----l . , __ I ---- ---1--• --·---f -••• /4g Of' ____ _ ' I - --en I 0 " ... .. 1------ " -------- -. ------ -t----• ~ ·~. ··~ r-- --L:..:.::. ~~ f------' k f -_;_ ---I CHANNE~ GRADINGPE/?- f',OLJGH Gf<NJING PLAN ' ' 74 STA 9tJ4.7/) ,;f /NT ~/ OVA'N,1/&L SIC& SZOI"'& - LINE STA. TO STA. - -l---- --, ___ ,._ _, __ AA 9 f-Zl.50 lo /Of-52./4 Zl.8 0.00.5 . I ·l ~ --·· ,,L_ .•....• T.. 3 ----(_ __ _ 0.01,3 24" ---- --! - --!---- -__ , __ -- ---, __ -·-·- ____ l __ L __ 7.8 -j-----t - ----1 -----1111111. ----t--- --------------;---- +----- ----------j--! --· - ,_ PLAN SCALE .... ....... ,- --------,--------- . . I •. ••• ~ --•---,'--- ---· t--• I -------- ' --r·.-, I . _. ,_--. . . . .. ··=· -······ =-: _;____ - ;---- - --,- ---•----- ' -- - - - .. I - - 0 CJ(obefl GJleiil.,'W°illiam'Prost ® §J.ssociates PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS I DATE S#&-a, R.C.E. NO. ----- ---,_ - . ---- -----__ ; __ -- ~ ___ ,__ _,__ ----- ••• ' • - -i - --1------1---"'" ··- 10 DATE BY DESCRIPTION REVISIONS ----· ---~~@·· ~ ·---- i -"" ,.!, • ., ••• -----__ J_ -------;----------11-----~ ----i -... ·----- .. i "· •-- --- i----- ---··-..• -i i - - - - - ---1 ---t---- . ---_, __ _ -------- -----•------ ----~ --. -- __ ...._ __ _ - ------- --! ~ .. 1 ..... -··----- ·--+--------· .,J ... !,. ----/------ --- + -! - - -II /Z APP'D. DATE ;DR, 18(15819)-B 'Sheet 45 Of 149 0 APPROVED PLAN AND PROFILE FOR THE IMPROVEMENT OF RCENO---- DATE ____ _ FIELD BOOK SCALE DESIGNED DRAWN CHECKED DATE . PELICAN HILL ROAD STORM DRAIN LINE "AA" STORM DRAIN LATERALS ''N-1"8 J) • 110-3 11 ----I ----- ---,---- ' SHEET 45 ✓ti. 20778 /} 0 . v It .. --. --. --- -----L --1--- ---.. - --- -• -.,., ·----··· - - ' ~:' -- ~ --+-- - ----t -----+-. ! . • .. ~ ----,---" --~.----- -•--- ,----------... --r· -- - -+ ... ----· ___ ,. __ _,,_ !·-- - - m·--+-- • • •• I-,I-·· ~--, -.. --+-,--- -• . ---" ~ ., ::•~ ' , ----·-S: _, . --··+·. "~~ ~--• ... ~~-;;_ ___ _ ~----~-~~ -~r - > .. --- cc ~, -~- • , ------ ---- - - + -- --------. ... ! .... - --------~ . ' . -----! ------•f· - ----. -f ----+ -_.,_ ___ --+---• --' --- I .... ., .... ----- , . .... , .. ---L ... --------' • "" ···-- ----... --------• --. I - ~ -~ - ------. --f -- - - -... ---------.... ~-.. - -. ------ ----- ... -•- ~. ... -'-. --. - ---- ~~-----·- R.C.E. NO. ..... ---· ----1 Sil No. Bj' -. -•-... -. -+--- -... t- . . -•- -------t----·--- ---➔ + ----l- • -...: ----- ---- ., ... , ,. --- ------------, --+- ' ' FIELD BOOK DESCRIPTION APP 1D. OATE OESIGNEO REV I s,1 0 NS CHECKED -, -t---, " ~--.. t· .. f-- . --.. ----... - ----. - + /0 SCALE DRAWN DATE D • I --'---- . . '. .; -i ---•----I--...... -!-- -------11- . _t. - ------+..--4 I/ DR, 18(15819)-B Sheet 46 Of 149 ---+----' -----i- -- ,--..... -...• -- .. ...... I -----l--- ~ s ......::: ,.. :s A l z• CLR. U TYPE • "' Lt.. PLAN t----1 ' B WING TYPE t1 .--,~-'-r------...-,.~ 0:: ~ -'::-::-1--t---:::,,....--._ 3. 0 Ls U TYPE WING TYPE ELEVATION 2-11-~ \ - TOP OF HEADWALL ~ "". ,v ~P. f 3• CLR f • 6" ' ""'&.,,.<'(~ ~~ ~ • • • 1-114--..,_ 2• CLR. TYP. LJ A/"1, 4 ~.K ~R =M,4 Gra ~AN NO. /S03 \ \I) • 0 I • ~0-#4 ~' " ~ N WING WALL REINFORCING • I I • • I '-O"' • ALT. DETAIL C r----- DIMENSIONS SINGLE PIP£ LINE ff DIA. 67 DIA. OF PIPE /8" 24" 30" 36" ' • ' u TYPE WING TYPE L w CONG. STL. CONG. STL, E F C.Y. LBS. C. Y, LBS. 2'-3 1/8" , , -3"' I '-clO 1/2" 2 '-0"' 0,55 35 0.63 4.3 3'-1 718" I '-9" 2'-7 //2" 2 r-6" 0.79 47 0.93 60 4'-0 518" 2 '-3"' 3'-4 1/2" 3~-0" I. 05 71 I. 29 85 4 ·-11 112' 2 '-9"' 4'-1 1/2" 3'-6"' 1.33 88 I. 69 114 NOTE: DIMENSIONS£ AND L APPLY TO WING TYPE ONLY. TYPE HEADWALL FOR /8 11 TO 36 11 PIPES #,T.G. ,___ D/2 11 'Ml ' ., 3/4" CHAMFER 14---+---r-~1-+ t 1190 11 I 11_ I I t 0 .36" p 24 ELEVATION DOUBLE HEADWALL ELEVATION SINGLE HEADWALL LINE# s.o. STA DIA INV. TDP/HW L T 10+73. 74 42" 167.5 173.17 16. 0' 11 u 10+68.03 24" 177.0 181.17 12.0' V-1 10+7,.76 35• 79.46 84.0 15. o' V-2 l0-t-78,65 35• 84.0 16. O' t ROUNDED PI PE ENOS ---'-'--:_ 79.46 68 69 + r uz•---c 7 1/l" SECT/ON NOTES~ I. CONCRETE SHALL BE 560-C-3250 2. ALL REINFORCEING STEEL# 4 BARS. ALL VERTICAL AND HORJZON'rAL TIE BARS 18" MAXIMUM SPACING. SINGLE 8 DOUBLE PIPE HEADWALL A/.T.G. ;f"EFER.:='A/C&': GAN .0/~ Cae1/A/TY R69/0NAL GT.4N.OAA"P .a-f'.4N/A/G .PRAN/A/49 ..-<,e?. C'-.50 "GT'.R'A/0/-/'T hf5'APW,4,C.L.. -7Y/"l!?' A, C/R='L'.AR P/Pc: N NOTES: I. SKF.WED PIPES: D/Mf.NSIONS W TO BE INCREASED TO TAKf. CARE OF INCREASED.WIDTH DR LENGTH DU£ TO SKEW OF MULTIPLE PIPES . • 2. TOP OF HEADWALL SHALL B£ PLACED APPROXIMATELY PARALLEL TO PROFILE GRADE WHEN THE GRADE IS 3% OR MORE. 3. CONCRE TE SHALL BE 560-C-3250 4. EXPOSE 5. MULTIP 6. FOR Pl #4@/Z' INV. DP/H. W. 448.80 454.60 268.0C 273.00 .. D CORNERS SHALL BE CHAMFERED 3/4". LE PIPES SHALL BE SET A DISTANCE OF D/2,WITH A I' MIN/MUM,8ETWEEN OUTSIDE DIAMETERS OF PIPES. PE WALL THICKNESS GREATER THAN 3" USE ALTERNATE DETAIL-C. ELE'V"A"' 449.0 268.40 G~A'TG ,A'~.e;.::,y ~A" GT?? ~;,;.q/~ .,,-,-v.,:;,gr ,-vo. ~ ~ H.4,N , ' ~----rt---------~ r--------, ' ' L e,4 M0O/r/EO INLET TYP.E Y GEE' oc:,e'/WA 9yz;;,.:.._pc:,AN /VO, /.S:0-5 .=:>R AZ?O/T/ONAL NOTEG' ANO ~TAILS 0 GJ?.qbefl 'Bei11.,r:william'Prost '®. c';ll.ssociates j iR PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS , PO. BOX19739 • 14725ALTON PARKWAY, IRVINE,CALIFORNIA92718 1714)472-3505 DATE BY DESCRIPTION REVISIONS RIM ELE//. Pl!?RPLA 64 CS.I? R/SGR 1Pt:R PL4N eJE0. NEU/ C.5.P. I I I ~ PLAN PROFll& NT.9. CONC. COLLAR coN'& .3'' .c1.c. oveR C0/4PACTEO NATI//£ 5011.. OETAIL INLET TVPE Y SEE O.C.E.M.A. GTCJ. PLAN 130-5 r6'.<' AOO/T/ON4L NOTE$ ANO Oe'TAILS CSP 0/2. 12. CP '!>/4" TH/C;::.. PLYWOOO C l/T 3"1</Z'' F0/2 TIOHT FIT o+zt:. HOTes: I. N.4/L PLYWOOD TO V&J2TICAL SUPPO.l2.T /IV/TH 40d GAt.VAN/ZeO NAILS @3" O.C. 2. VERTICAL $UPP0/2.T fJHAt..L be C/2.E.050TEO DOU6LAS F//2.1 1-500 f' CONS T/2.UCT/ON G/2.AOe=, 18 31 t-__ P_'L_;;..Y_W._V-=-N._;;;;.~--l;-__ f3_U..;c_;;;_'L_~_,.;.;_/£._A..;..;;D;.___ 0 APPROVED RCE NO----- DATE _____ _ DR. 18(15819)-B Sheet 47 Of 149 0 DETAIL SHEET FOR THE IMPROVEMENT OF PELICAN HILL ROAD STORM DRAIN-OETA!f./.S 1 -..... 11 .. ~-; ~;r, ·--__ ,.,;J SHEET 47 FIELD BOOK SCALE OF _/4_'::!J __ APP10. DATE DESIGNED DRAWN CHECKED DATE . l)at. II u "' "ll ,0 /> I i::: . I ..:5 -1 :..i ..Q • .! -~ t D ~ ~ V) ' r/f! -x.18<, / ,.•· FLOWUNE DIR.i:cnON OF FLOW 17 3 11-_D_EB_R._1_S_W._~_L_~_: 1 ..;;....~-~-T._:4_/L;._ IJO(ee, I. f"~ ~l\..lfOf'<'.Cr..\6 ~«e'R -ro oa:;rv.._r,._ ,e:,(!7, f'l.AIJ I~\ 0 1--. h.l,.J.., "-=1-rtOI.\M--G,!'.:\-IE::RN.., \.IO(l'P,, fRON\ ""It>. fU.-1-l 13-10 ci"'L-L,, i>-rrt--'( £ ~ C>RJ\11-! L.11.Je V--i \ ~ f'\.,.l•Jl 1 f"ROrlL-€" f"e,:e: ""1-\e"&r 48 :'ti,',"'. .. ·.'.·t-·.:· .. •~p;· • FC======~='J· =·~· =· =·=· ::::•:::::j::•!_-= =-\\.e,_x_l%..=-__ -3,,-,-, ~ BCo" ~c;P. ~ '!G 11 RCP. CONG. coLLAI<!. . 17 sl 1-=.:.:.M.=..O=.,;D l:.:...F...:.::I £=-=D:..,__;J:;..:lli;.:..;'N:..:;;C ~...;.T,.:...::/0:;..:;...'N:;,,.. 1 .,, "'...,.;:, S:;..;.T,...:..:R:..;::;.U..;;;.C..;...T.;:;..;UR~'E=---=N~O=. __ I_ (;;'1</, GA,LVANILED Gn=l=L ftJ=il F!Ll..l='.O wrrH =NCRJ=n= (L=S.d) f'09i 9PACING INDICFITl'=L> CN ntE f'LAN • CONCRES\1= !MCKFILL '3GO-C-3'2.;;D DEBRIS POST DET. CJ?.qbetl CBeiq,CWilliam'Prost && c§l.ssociates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX19739 • 14725ALTON PARKWAY, IRVINE, CALIFORNIA92718 1714) 4 72-3505 o•1• $-3-S'.1 R.C.E, NO. DATE !l::f BY DESCRIPTION REVISIONS APPROVED RCE NO---- DATE J/v? -1/:-fi-" FIELD BOOK SCALE APP1D. CATE DESIGNED OAAWN CHECKED DATE /DR, 18 (15819)-B [Sheet 48 Of 149 • i1 I f6) I? ,,-r c ('> ' l'J "' \ 0 I tnl ls l !) tJ) ~lj Jc:J ·--•• ·--· ;7 .. i.'1 .• ;,-, .rn f'\ ""'· 111\illln [l.r, c:.:i II I r,cJ G"i\t-=',, l'Jw u lf~ ~!:1 Ii L.::=:::=======·:J DETAIL SHEET FOR THE IMPROVEMENT OF PELICAN HILL ROAD STORM DRAIN DETAILS Dt. I R-s-~2,~-s SHEET 48 OF -'-/,:;l~g;;___ 1 a J a :) I ✓ <:r-. ,j' ~ ..j- J 1 -5 c;0 c/) 0 r Q/_ ~ I.,. ____, 0 _j) T ? £> ., D, ~ ~ J -e . J~ -1, "1 -::t! j, 1-Jj . 11/2 Min .. ,,-SEE SCHeOULE rOR LONGITUOll'{Al BARS Sym About G-Bor f ~ ~L / ( I '- " ' \) Tz \l ' " ..:- ' . . 4 11 or6 11 . , . ' ' -CLEAN SANO< ' ' o/S-E. :;;,,, .30 - - STABLE SLOPE " - ' a"o,a. PVC l#rephole.s I \' @ 10 o.c. Per ac. -• Sfd. Plan tVa 182£, • Alf: A or All: 8 _ ---~r C-4''tol2" i----u BASE OF WALL \ • ---< / . Ci-Bar -•1-1-1-- '-r-+< Option~/ ·:' : r)' Const. .Joint---j . -. ' *C-Bor ' . ·' 2" Cir. lo --- ,. • 2" --t-t-= Cir. I ' B-Bor e,.:.ear.. • \. • ,G,-Bor I . • I ' AS SCll£DULEO '40/STR/Bt/TIONBARS .25 W 1 'V / -Longitudin 1, Eq.Spc. a/Bors Optional Roughened_,.. / • Const.Joint ' _,.-CW-Bar I -1----- L.r #4 dJ l811x .. 2" ' 9~!.5° V I/ Longitudinal Bors @Equal Spaces Cir. 2" --.!-+."' Cir. 1.,,--0-Bor Const. .Joint , 2 '-o" Invert A-Bar (F-Bor • d ' L,.----Roughene I Const. .Joint • I ' 'fo/2" 4 11 c~ ';j ,==--. • .---+-1..-+-+1--, . .-1 -.... l::ic: II) OOUBLE R.C.B. REINFORCING SCHEDULE BOX SECTION NO. A Oesi9n ,.,over 3' Width w 12' Heiaht H a· Live Load t,ZK. Too Slob Thickness r, 15# Side Woll Thickness T2 /0" Bottom Slob Thickness 13 17" B Bar No. a Soacina t15@12· . Bors Lenoth zc, '-2" 81 Bar No. a Soacinn ~@12" Bors Lenoth //'-//" C Bar Na a Spncinn #4@12· Horiz. Lenath 7'~5" Bors Vert Lenolh 8'-9" c, Bar No. a SPocina :-5'@!2" Horiz. Lsngth 2'-4" Bors Vert. Length 4'-8" C2 Bar No. a StuJ'Cinn "'4@'12" Horiz. Lenath 7:.5N Bors Vert. Lenoth 3!.9" C3 Bor No. a Spacing "4@12" Horiz. Lenath l'-5" Bors Vert. Lenath 3'-8" 0 Bar Na a :t;oacina "'4@.12" Bors Lenath 10!4" F Bar No. 8 Spocina 1'5€212 Bors Length 2&'-2'' Fi Bar No. a Soocina ~-12" Bars Length /3!.8' G Bar No. a Soacina ¾t)/2" Bors. Lenoth /4!./0" GI Bar No. 8 Spacina IJ(f)/2" .Bors LenQ!h 10~.3" H Bar No. 8 Spacing ~@If" Bors Length /4!../0" H1 Bar No. a Soocina IY7{6)/2* Bors Length e:. 7" Top Slob Distribution Bar.s l!J· lop Slob . . 35 CONSTRUCTION JOINT DETAILS 0. .... Ext. Walls zo i5 ~ !ii -2 co - Int. Walls /0 NOT TO SCALE. TRANSVERSE JOINT N.T.S. 0 NOTTO SCALE STRllCrURAL 01:6/GN C/e/7"eR/A L.ll/E LOAO I-IZCJ-@I~ -44-r,f?UCK OEAOLOAO G"ARTII LCJ40 P&I? MARGTONG FORMULA IV= 120 p.c . .f. Ku= Ku'= 0./50 WE/CHIT OF CONCRETE ISO p.c.f: ALLOWABLE 5TREGGe5 Fo'=EJ,250 p.5-t: 4T Z8 &14VS A:= l_,'1-<i,O p-S.i Fs = e..,;oa:;, p.s.i n '" B.t!> SIIGA.e ANO SOAIO &TR€SS!iiS P£'RA.C.j, 318-83 lONG/Tl/0/NAL BAie NOTES #4 LONC/71/011'/AL 8A~S SI/ALL tu EptlALLY SPACEO IIIEAC/1 li4CE. YACIH,$ IS /MS.eO ON IIALF TIIE NV,YQE/r OF MRS SCIIEfJt/LELJ li?A' G4CII ELEVE/,/T[SL,4B/W4LL) #UIM!IH SPAC/tf/6 SIIALt. lJE 18" c. h, c. M/i'J. S/OE EARr/1 .X.p.s.f. PER FtJOitlF OGPT/1 P'O/i' BA/i'S 8/B,. 48 p . .s. /: /'Eli' f"tJOT QI" llEPTH FO/f OTIIE/lS. • .c:i -6-.~ !:: C: -S: Inv. Slob ~.3~ TOTAL Concrete Cu.Yds./Lin. Ft. Steel Lbs/ Lin. Ft. DOUBLE Sect/on Line A Po11ble RC8 .,~., ~obell CJJeiI/,,William'Prost ® c';lfssociates I ft PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS DATE S-8-&9 R,C, E. NO, 54 l3Z . QUANTITIES 3.3(;, 344 R.C.B. LOCATION SCHEOULE Sht. No. Sta. to Sfo. 41 8 f 74-4:-to II I-14.45 2 NO. BY DESCRIPTION REVISIONS APP'D. DATE . . GEi/EtfAi: I. PINEIIS/01/S FRON FACE OF CtlNCA'ETE 'TO STEEL ME TO FACE Of' 8AA'S AIIP S/IALL 8E /·/ /? INCHES, UNLESS OTHEHIYISE SMJJfll. ?. CtlNCA'ETE PIAIEI/SIOI/S SHALL BE AIEASUA'EP MJHIZOIITALLI' OH YEHTICALLI' OIi TIIE PH()f'lfE, AIIP PAHALLEL TO OH AT A'IJIIT AlltiLES (HAPIALLl'J TO CEIITEA'LIA'E OF Ctll/PUIT OIi THE PLAII, £)((£PT AS OTIIEA'lf/SE SMJlfll. .$. ALL BAA' BEi/PS AIIP ~,(S SI/ALL Ctll/lVA'AI TO TIIE AAIEA'/CAH CtlNCA'ETE IHSTITIITE'S B/1/LP/llti COPE HEQU/A'EAIEIITS FOA' A'EIHFOA'CEP CtlNCA'ETE, l.98~ EP/Tltlll, SECTl()H 7./. 4. PLAC/llti Of' liEIIIFOA'CEAIEIIT SIIA/L CtlHFtJA'AI Ttl TIIE AAIEA'/CAH CtlNCA'ETE /HSTITIITE'S IUILP/llti CQPE A'EQU/A'EAIEIITS FtJA' A'EIHFOKEP CtlNCHETE, l.983 EPITIOH, SECTION 7./ . .S. TA'AHSYEA'SE WHST/ibrTIOH ,l(}/1/TS SI/ALL HOT IE PLACEP If/Tl/Ill .10 INCHES tlf' AIAH/A'JLE QA' .IUMTIOH STA'brTUA'E tJPEH/lltiS. 6. TA'AIISYEA'SE CQHSTA'brTION ,l(}/1/TS IN HALLS AHP SLABS S/IALL BE IN TIIE SANE PLANE. HO STSEA'lllti tJF ,l(}/1/TS 11'/LL IE PEA'AIITTEP. ,l(}/1/TS SI/ALL IE HOA'AIAL OA' HAP/AL TO TIIE CEIITEA'LIHE tlf' CtlHSTA'brTIOH. 7. EXl'OSEP EPJES OF CtlNCA'ETE AIEAIIEA'S S/IALL 8E /{(){/.+'PEP OA' BEYELLEP. t!I. HO SPLICES IN TA'AI/SYEA'SE STEEL A'E/NF/JKEAIEIIT If/LL BE PEA'AIITTEP, OTHEA' Tl/AH SMJlfH OIi TIIE PA'Alflllti, lf/Tlklt/T APP&JYAL OF TIIE Ellti/HEEH. HO MIA'E Tl/AH Tit() SPLICES If/LL 8£ PEA'AIITTEP IN AHi' LOllti/T/IPIHAL IAA' 8ETH'EEH TliAHSYEA'SE rAJ/HTS. SPLICES SI/ALL 8£ STSEA'EP. 9. LOllti/T/IPIHAL STEEL SI/ALL IE LAPPEP ?4-IAA' PIANETEA'S AT SPLICES. TA'AHSYEA'SE STEEt SI/ALL 8£ LAPPEP 4.S·IAA' PIAAIETEA'S AT SPLICES. AP/l/T/Oi/Ai i/OTES f'Otf BOX SECT/Oi/S I. LOlltilTUP/1/At STEEL SI/ALL 8£ CtlllT/HtwS AIIP EXTEIIP TIIAl1a"II ALL COHSTA'brT/OH ,l(}/1/TS. ?. UNLESS tJTHEA'lf/SE SMJ/fl/ Oil PA'Alf/MJS, TA'AIISYE/iSE ,l(}/1/T ,(£JWAIS (IN IOT/1 SLAM AHP IYALLS), AS PETAILEP FOA' LOllti/TUPIHAL ,(Effl'AIS AT TIIE BASE Of' TIIE IYALLS, SHAtL IE l'LACEP AT TIIE EHP OF EAC/1 ~A', BUT TIIE SPACIM9 TIIEA'EOf" SI/ALL HOT E)(('EEP .SO FEET OH IE LESS TIIAH IO f'EET. ALL CQI/STHbrTIOH ,l(}/1/TS IN BIJTT/JAI SLAIS, TOI' SLABS AHP SIPE IYALLS SI/ALL IE IN TIIE SAAIE PLANE. HO STA6fJEA'/M9 tJF ,l(}/1/TS If/LL BE PE/iN/lTEP. .$, UNLESS OTIIEA'lf/SE SMJlfH OH TIIE PETA/LS, TA'AIISYEA'SE 8AA'S IN CUHYEP SECTIONS SI/ALL IE PLACEP HAP/ALLI'. STliAIJIIT THAHSYEA'SE BAA'S IN TOI' AIIP BIJTTtJ.11 SLABS SI/ALL IE SPACEP AS S/kllfll OH TIIE TIP/CAL SECTIONS. SPAC/llti S/IALL 8£ AT TIIE CEIITEHLIHE OF TIIE 8MA'EL OH TIIE OUTS/PE OF TIIE CUA'YE FtJH l)(l(/1/E BAA'A'EL BIJXES. STA'AIJIIT BAA'S AHP L-8AA'S IN HALLS S/IALL BE Sl'ACEP AS S/kllfll tJH T/IE TJf'/CAL SECTIONS, If/Tl/ TIIE SPAC/llti AIEASUA'EP IETlfEEII THE YEA'TICAL LE6S /JI' BAA'S. 4. AT TIIE 1,8;/IIH/llti AIIP EI/Plllti tlf' ALL ~A'S, A CUA'TAIH OF A'EIHIVKEAIEIIT C/JAll'OSEP tJF B, C, C?, P, Clf. I', 6 AHP H IAA'S SI/ALL IE PLACEP TIIA'EE INCi/ES J',f()Af TIIE T.fAHSYEA'SE CQHSTA'brTIOII ,l(}/1/T. .S. TIIE YEA'TICAL lfALL STEEL IN THE IIITEA'IOA' HALLS AHP IN TIIE /IITE.flOA' FACE OF EXTEA'IOA' IYALLS A/Al' BE SPLICEP AT TIIE CQIIST/N/CT/11 ,l(}/1/T AT TIIE IASE Of" THE HALL. TIIE SPLICE SI/ALL BE 4.S·8AA' PIAAIETEA'S IN LElltiT/1. 6. Ill ALL SECTIONS LAP C AHP C? IAA'S. TIIE YEA'TICAL LElltiT/1 tJF C AHP C? IAA'S I/AS IEE/I' CALCULATEP !VA' A Fa/A'-INC/1 STAA'TEA' IYALL. IF TIIE 1/EIJIIT /JI' TIIE STAA'TEA' IYALL IS YAA'IEP, TIIE YEA'TICAL LElltiTH OF TIIE C AIIP C? IA.IS· SI/ALL BE YAHIEP CQHA'ESPtlHPIM9LI' StJ AS Ttl AIAIIITAIH A 4.S-8AA' PIAAIETEA'S LAI' IETH'EEII TIIE Tit() IJAA'S. TI/E LAl'S SI/ALL 8£ 8ASEP /JH TIIE SAIA/LEA' BAHS. 7. CtlNCA'ETE QUANTITIES AHE 8ASEP OH A SIX-BP.SIX INCi/ FILLET AHP TIIE STEEL QI/Al/TIT/ES Ptl /ltJT INCLUPE AHi' OPTIONAL SPLICES. ... DR.18(15819)-B Shedt 49 Gf 149 f:: :·;:;::--===--::-~;{,;;_~.,~ i1·~·) ;'r-~ . ·-_; i'.'\ [· -~;: ,, " :..:::~ i1_ '.J 9 i' 1 "\ ~ j~ APPROVEO RCENO---- DATE ____ _ DRAWN s . .r. -r. DESIGNED 6. M.T, a.M.P. DATE "' ;;;.i , (' ,: ~ l ,; i i.":i...· .·_._._ \·)~•i :~".\1, ~ [ U 1= \.* 1 ,\~~J ,-v c:.'1 D ll. t; .. ~ + ·-: d ~ '-1 ·~ :;,,;, I ======-u R -s-1? 2--l?-.s DETAIL SHEET FOR THE IMPROVEMENT OF SHEET D· PELICAN HILL ROAD Double RC:J Rein forcing Schedule I LI - 4g JI./. 28773 CHANN. STA. II+ 14.45 CHANN. STA. 8-t-84.45 . ~~ ~1[ ~ .:;,t~AO ~ PARAPET WALL DETAIL-SECTION B-B 6ZW7CW l/./-/4.45 81-cJLJ. 4 £5 PARAPET IA/ALL 6C,L/EOUL.£ /-; 5.231' 4~7 1 TV,I.ELEI/ 6.0, LINE /(!i,7.5 'l:?, ;,,5. 5 1'2 , -""4@/Z'LAP tf//U/'4&'. 6P4C£f'!:S CONNECTION DETAIL r/ I • 7k • • STA 11t5445 LINE "Q" STA 8 + 67 45 LINE "Q" R. C. TRANS. CUTOFF WALL DETAIL A/_r.,.s. ~ ~ t ., ~ 672:l 611-,:;;,7-46 .e!t!f:G, Re. ~ , 17.0 1 ~ 04.eit..E F€,t,,CE ~,e OC".6-0A 67D. PL4N M:?. /4/o,(TVP ~ s,o,= 7,f"4<,!5. C 6'7.Zl8~84.45 EA/O,ec. TRAA./2:S, ...... BEG. 05,!., /.' Kd"K.C . ..:3: &o~ 1\p £;;5.5 ~' p~ tv..4:::L ' \ -,------- ""' "<;;: B&Z:: G:'.A'V'Nc'C?""~ ~L 7.1/,<S 6'-/EET \ R. C. CHANNEL OUTLET TRANS. .:5C:4L.£. · / ,,, ... 10 ; "'---c,--,IZ'f-~,-~~~~~R,~X~"'='~6:C,-~~--l---=-"""'---'"""--"--c-u,;-s~V7,1/~-U~~~~~½=C=5~•---------~ ,u:q...-r.· &SZ,!Y M#=VG"/47"'." NA-t;"· 1,e:..C:,,;,, #/M 1,e!.5~ #4 =-'=·• CZ,) ""'""""" 70 1..VV.:5E?'T" I -~ ... , P4~,.c:J:::iC€~8 /&~"-~~,--._, • • PG"R et::'€~ , /60..3/~C7,7'Q,v' :a GRA~ 1Vo,T~: I /, ,,,::Jc.L. ~-~ .!!!!;iTJ?t:...CT.' ~ ~ ~.,e:S::? P.:5.1, 1,V 3.1 OAV6 Li { ,.q::.->LYB?H.B:0./e ~G=77,(.,G ~.l'T. ,CO,.f"' 1N</&RT Qll/LV \ R.C. CU4NNEL ~- .OE.:5AS"N R£F£=E" C4L71G4N6.6TC< PLAN 0-8&-A ~"?ED J,4A/UA,e:t.'j l&f <5::='.> SECTION C-C R.C. CHANNEL OUTLET TRRANS. STA8+6745 TO STA8+84.45 LINE"Q" ,v.;,:-.s. 4LLOV.4ei.E 6~E:S ✓--~-~a::t:,J::::;'6,/,-k-1~.P.:-s.1,-n .. .,-o L/1/c LC/40 = e.°o'6U,Et'.Z/Ae=-; /fe,/ 6U:>O.MG 6Ue>::;;1/Ae'.5"E !JOT G"XCEG!O !5' IA./ G"LE'l/4770N 0 ~obet1 %in ,'William'Piost C& c';ll.ssociates I A ""~ -(, PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS P.O. BOX19739 • 14725ALTON PARKWAY, IRVINE,CAUFORNIA92718 (714) -4 72•3505 2 /10. SIi BY ----T RCe,-.B,,SG,.,ec. ~..eA..US -L//\/E ~., .S'7Z1 //.,t..,38. 45 G..8. s;z, //,,,_ 5/. 2!!<2 G. e. . I I I I~' arrac; W~!.. I I I °'' 1rf-if ~ ' \) ~ 1£' i'J,b.v --- S7.2J //~.5a,as ENO ~c~-us. L'.'..vVE'q>' R.C. CHANNEL INLET TRANS . IZ" t&aE'/£25 - M</,\"'.· zo.o' MIN· VEE?r. z± 4-LOvG'/7.5, (?"...) ,;;.;;.-#,:;;;. ~/;e3. ,e.:\-7,GV,O _/ 4-<-/0 ,L/~ /A./7D PA~~~ ANO CL./"T"O,c'",C ~LL WRAP /K.10 .___,;_s--a-,~ r"'IL-72S~ PA~IC eErflA/0 "MttZ--',~/N" Cc::'~&, /Or' r9AIO t:'!\?TT0,1,-1 .::J"l',P&eF&e::::J-nEO ~ , PIPG-CC>l/77,</U::,U,S r---------~F . ..a ~~ p~ .::::t:::"'€,-(-?'"4_, s;7l:':!~A.o,~~avzr l..r.!3£ AO, ~ .ett.:.""K ~A.Qa7".-o<./ I N'07Et5, /. ~ CO<.,C' . .c"~ .:S~ SkALL-8€ ~ e50R:'3./, //\/ 88 Cl<QV.S• Z.INV&"..er 6~ at= G/VEA./ A .:=:.~.c:..., r,e'~.E"".::..,. FtA./15/-/, RXVE"TH'&E~ ..;5ME E??i'~ C:O,·VT ,R.7.-f' INVERT ONLY ,1,-f:;X/-~,v' $~Le" ,-=;;.:::l~,,C... ~-670, ::S.PCC/FIC',4770,,...<:S RC. q,tqN'Na' ??;1A§, QF-:5.-GV' ,E9E"F.se"E"'~ C4L7,E:t4/l/5. ~ PLA,-1/ 0-~ -~ aq~ ...,,(,4,'VU4,e,y; ..-9&'.5 SECTION A-A R. C. CHANNEL INLET TRANS. MISC. 'AS-f>Ull.7' Kl'V/SIONS t3Aek01?41N OE:1: J'N, DESCRIPTION REVISION'S e A///Y/$!/&.Li ~B r~-e4/~ /?.SJ.-k-?..3COP.~✓• a-,10 Ll/4: L040-e.o su~,ee;.e, /fe_./-""O='/A.G -"'LAe:;4'A<"5<= ~ ~.c:Z:' 5' l'A./ cx...EVA"TJOV' APP'D. DATE APPROVED CITY ENGINEER RCENO -----DATE------ DESIGNED SCALE DRAWN DATE CHECKED JOB NUMBER 0 STA II+ 14.45 TO STA 11+5445 LINE"Q" ,v.r.s. DDR.18'(15819)-B Sheet 49A Of 149 DETAIL PLANS FOR THE IMPROVEMENT OF PELICAN Hill ROAD STORM DRAIN OET,4/LS \ u . i p.:;"" lilt Th11w,i "\J! =r, 1 1: ;11~, rg\'111., ,,tr .. ( :i1 b ll Lllr'""11 ~ .., J :..1 \;-?, . OF _/4,.:.._;:_<3} __ I • J ~ 'l I L J ' ~- - - --. ~ •••· - -__ , ... 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GRgbeI1 CJJeil/,,CWilliamCf'rost ® c§l.ssociates PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS I:-1 .... .... _ . -.......... .. . ::-:-:-: ...:r:::. _.. __ .. ------··-··+· .. -f-··· --J-..... .... . ---....... -- ·-· ..... -... 1 .. -........ ~ ·:; .. ·::. ··l:: .. .. 1 ... · --· · · .. 1-... ............ .,_._ ... i .. __ .. : .... -.. : ... ······I ----·. :·:: .. ••• -· ................................. f-:::· -...... -.... ....... :. -1.-.: ...... : 1·.-..... +· .. ·•·•• ........ . ,. -1 .. -. :··-.. ... ·--·! --· I. -----'• .. __ •• ---::.:.:::t, .-...... ~." ... --DATE BY DESCRIPTION - -- -- -•-.. .. _ .. I···- .......... _ ......... , ..... . --·· ,-1 ......... 1 .... . .... : . ....... __ .............. , ............ , ....... . . ..... 1 ............ . -···- L. .. : . .. -·. ·--· I OAT E" R.C.E. NO . REVISIONS •.... 1-. -,-:.-:::: .. _ .. -... . :_ .. 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BOX19739 o 14725 ALTON PARKWAY, IAVINE,CAL1FORNIA92718 (714) 4 72-3505 PREPARED UNDER THE SUPERVISION OF: '3 SI/ A-100/F. CG..TAIL A/C OV~l&E: 0~/.,<J II 91 A(O. By DESCRIPTION APP'O, DATE DATE S-.8-' 8?;> R,C.E. NO. REVISIONS Nore: ~€/A,l~.,Rt::'/,,-VG ,....:QA/.0 APL?/"T/ONAL ..c:='~,-4/LS .,,="'G'"R ~GA?A sr.P. _,..:==>',C_,41.,V,S /:!3t:?/ ./ /~ 4...-V.d:? /.3C:r7, § I A,/0.0/REP INLeT TVP.E .r OF"FLOW /i A.c. Olf<:.E PLAN N.TS. 3' SECTION A-A /,/. r.;s, 1~4.i-l _M_O._'D_l._'F._'f c._O_A_.c_. 0_1,1_~_s_10._i£_0._~_~_1._N__. .' FLOW BHA Ve' e/XE Q2</D/T7CK./ 3" M.<EeD AT E"P ro C/f'IS47E L:e/"7/4/IT/£.& FLOW SeC770,<./ A-A, r A I LAI I /7V?OF 1 ,_... e'eRM Z:' TRAI/S/770,',/ 184.~--A_2-l=~;..;;.....;;;G.;;;.,;'7).;,.;.'.;2::l.,...;,.,;/,,.,~;.,,,,;,,,..:,.-r.:..74~88:=.,_-::S;,:.~.:::4.:1::.:. • ..::Z.:.:.1-=e'I:....· -1-:...:00=:.... _ . (R/0Hr) ONLY RECOMMENDED FOR SIGNATURE PLAN AND PROFILE FOR THE JMPROVE'.MENT OF SHEET ORAWN SCALE DESIGNED JOB NUMBER CHECKED DATE PELICAN HILL ROAD STREET IMPROVEMENT DETAILS 72 OF __c,/4_'4.,:_::qJe,___ ; -, ::si: -----i--~, ~-: 'c~ , __ : ~ • -:!ii --. ....-•. ,.. •••• ·f-- -___ ,__ & -c"ij' __ ,,+~ C-c1c--'l:S' ,--- ~ -= - - - - -~ f----·· ----·-_,,_,_ --- j I-~ -- 0 • RETAINING WALL Cl/RVEOATA NO R L1 l C,8..54' @ 21c.o' /79.34' _t --- -- T . -· ,. , ... - ____ ,' - l[Efl( -- - - --, --.. , ...... , . . ---- -- __ E-{f!_,n -" im{~-c -. ---1->-- --I•--· I '2 -'-±'~ _Sl;-- --. !'.ti ~ C cf_- ---- ~ 3 --- -- 9c -- -- --- -,-... ,_r-_ CJ{_obefl CJJei11.,'William'Pmst ® c':}lssociates PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS •..J10 DATE £>$-S9 I \ ' R.C.£, NO. '----"' . --_ _, -+ _,, t··"-· ,_ -- -- ·- ------ -- ---- ------, ---..... , ---- -- -- ~ --+ 4 DATE BY DESCRIPTION REVISIONS -, ~ ,_ Jrt!- = • c,lt ------ " - --rff -- ~-- PLAN SCALE 20' - - t:'>,c::ccl -_ - - --~ _:::.:.· __ .. _-----·-~·-~ -, _c:::..: -------- 5 6'plvON-?ERF. ?.II.CJ:: 2% - SLOPE TO DRAIN INTO _- ----- -- .__ ______ _J CIIANNEL . APP'o. DATE APPROVED RCENO----- DAT£ ______ _ FIELO BOOK DESIGNED A.CALBR£TH CHECKEO W./U:SHAIJ SCALE A5 S#OWN DRP,'.fl'N J. NA CATE -- - PLAN AND PROFILE FOR THE IMPROVEMENT OF PELICAN HILL ROAD RETAINING WALL PLAN STA. 219+25.00 TO STA. 284+60.IO ' t • SHEET 73 /4'8 Of'------- cl.Al. Z.8778 I ' -. . Q WALL OFF5£T5 H OFFSET W-TYf'£ GENERAL NOTES 2 '--o' 12" s/4'/ CWAM~ I.I' 'NC:' ' 8 I . esel{5eefoblehereon) GENERAL LS I !J' 7/8" • C I Lverlica/ Loyc,u/ Line I ~ 15' I½_" r, • ......[7 ,-11 THE FOLWWING NOTES SHALL APPLY TO ALL DRAWINGS UNLESS_ t.9 §\'; -_ _ 17, I ,va" IL: ,,,,.,,,,.,.,.,,,.~ 1 I : 2 ·1 OTHER1NISE SHOWN OR NOTED, R: , , . ·J .. 2% ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OFp 1-:C::,-.i· 7,1.,,;;.,,,;;,,m,s;;;,,.,.,~-~-~--~z:c£1'i,',,,c=eiir-""¥-~i'.ew.~,:__ 1 1 '3 ' I i 1985 EDJ'.TION OF THE UNIFORM BUILDING CODE. ,i:\'_:_1 ; u·• 1 \ THE CONTRACT ORA WINGS A8D SPECiFICA TIO NS REPRESENT THE •• -: • • ; ~ ~'-' 1~ ,;_.:· -I \ --"'.-INISHED-STRUCTURE-. fJNI:2ss·omER"NISE-SHO".VN;"'THEY-oo-NoT-1--------------------C-a_n_cr_e_f._e_S._w_o_!._e_~, tt·.~ )~;:::--::·,· I ·-• , l--------------1--------------------------------~---------.---:-l----i-\\-\ -1-------------------1,-- INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR \J "C" • " $:;,,, SHALL ,UPERVI~E AND DIRECT THE WORK AND HE SHALL BE SOLELY 7 t3-_.....----j RESPONSIBLE FOR ALL CONSTRLCTION MEANS, METHODS, per 9axtin9 plans ------------/:'· " 2 "C/r. Ll3i." 5'fem as~ i \ I ' TECHNIQUES, SEQUENCES AND PROCEDuRES. IN ACCORDANCE WITH -] Consfru::/ed I \ GENERALLY ACCE.PTED coNs:rnu:TION PRACTICES, THE ' . / 2 y-,,;· . _________ I --·~------< . 1 \ CONTRACTOR ¥.1'LL BE SOLELY AND COMPLETELY RESPONSIBLE FOR : ---~--------------------._ ---~-;--=---; i--. CONDr,IONS OF THE JOB SITE, INCLUDirlG cAFETY _OF ALL PERSONS ' ' I qr. ~ ~ n n n ~ I AND PROPERTY DURil''.G PEF.FORMANCE OF THE WORK. THIS \ @ Bork . '-I, t. ~ REQUIREMENTWILLAPPLYCONTINUOUSLY ANDNOTBELIMITEDTO I r-< L '-#5@/8"(Typ.) NORMAL V/ORKING bOURS. \ .4/ferna e .. _ , _ '-I/ u v \ v - ANY SUPPORT SERVICES PERi'ORMED BY THE ENGiNEER FIELD I \ 1@Bars /_;_ .', :: :, ,-; . '. ~' ::t \ REPRbclENTATIVEDURINGCONSTRUCTI,)NSHALLBEDISTINGUISHED /' • : • -· -: •• t;,,, ; I I I f r.i , r/, Slop Allernafe AREFURN!SHEDBYOTHERS. THESESU?PORTSERVICESPERFORMED .,.,,,, .. .,.u,v ~ ~ rinishedorExisl ', ' -' ' I FROM 1HE CONTINUOUS AND DETAILED iNSPECTION SERVICES WHICH , \ ~-~>an::3,~0_,..,0c/4:r,n,_f'// / : -:: >, ·· . .'· .-:· _:_: t:1 •'---, Con ro Join c:: ?0 '7'c f!oriz. Bars BY THE ENGI1'<EER, WHET:IFR OF MATERIAL OR WORK, 1'.ND \ / 1,_,..,, Grade '0/NT WHETHER PERFORMED PRICR ro, DURING OR AFTER COMPLETION .,, CONTROL v OF CONSTll.UCTION ARE _PERFORMED SCLELY FOR THE PURPOSE OF \ (i).iar L..----' T. ASSISTING IN QUALITY CONTROL AND ACHiEVING CONFORMANCE ' I ~----~ I> ' N. • s. WALL CONSTRUCTION OFFSET N. T.S. WITH CONTRA Cc~ DRAWINGS AJ\D SPECIFICATIONS, BUT THEY DO !'OT .' _ GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE } • ., """' _ CONSTRUED AS SUPERVISION OF CONSTRUCTION. 3/,r." Pea gravel wrapped in ;~ /: .: /;~; :',,:'. ~·. ,: ' Mirof'i blank el fype /40 w/ : ·. :. ·, '., ,'._:. ALL WORK SHALL CO!\i'ORM TO THE LATEST APPLICABLE \ G "dia.Schedule40f'erf'ora/e:d ,:.: •.: .'.'.-. ,_. ~ I'-,... J.5 CONSTRUCTION SAFETY REQUIREMENTS OF OSHA AND ANY OTHER Soil Engineer fo P. V. C. pipe wilh slope fo drain. i:fi., ... ,'!;., ,r;i\i ~ I ~ GOVERNMENTAL ENTITY HAVING JUKISDICTION. recommend sore •· \ .31." f , /2 , 1 <>i ~ • ' /2" " "'-...I I \\\::: = • ,cc = I 4. NO REVISIONS SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE ENGINEER. IF CONDITIONS ARE FOUND IN THE Fll':'.,D WHICH DO NOT AGREE WITH THOSE SHOWN Ol'. THE PLANS, IBE ENGINEER IS TO BE NOTIFIED BEFCRE PR.')CEEr1NO WITH THE 'NORK. excavalio11elope. 7'6'JPerf'oraions{!:30.c.1'Eo.Wo!1/ ~o ~ {TIJp.) / \ 2/e" I 1 ' ·$ ~ .i~ / C "' "' ;i • ., .. ~~· / I ~ f;;"Premolded.exo. Joinl f'i'J/er(l}Jp.) (Cemenl lo one face) 5. CONS'il{UCTION OF \VALL SHALL NOT lhTERRUPT TRAFFIC FWW. ; 6. • IRRIGATION LINES SHALL BE RECONSTRUCTED PER ENGINEER'S DI'{ECTION. CONCR~TE 1 ALL CONCRETE SHALL OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 3250 PSI AT 28 DAYS. 2 CEMENT SHALL BE TYPE II TESTED PER ASTM ClSO -LOW ALKALI. _ 3 REINFORCING STEEL SHAlL BE ASTM A 615 -GRADE 60. ' 4 DIMENSIONS WCATING REINFORCING BARS ARE CLEAR AND DENOTE CONCRETE COVERASE TO l'v:AIN STEEL. UNi,ESS NO'JE~ OTHERWISE, i COVERAGE SHALL BE AS FOLLOWS: 5 6 CONCRETE PL~CE0 AGAINST EARTH (NOT FORMED) .............. 3" FORMED CONCRETE AGAINST EARTH ...................... 2-,/2" WALLS, ABOVh GRADE, EXPOSED TO \VEATHFR .......... , ..... ,2" REINFORCING TO BE SECURELY TIED IN PLACE PRIOR TO CASTING CONCRETE SUPPORT REINFORCING OFF FORMS WITH STEEL cHA,RS. SUPPORT REINFORCING OFF GRADE Vi/ITH DENSE COJ\f/"'t:>ETE BLOCKS. NO BRICK OR POROUS CONCRETE WILL BE PERlVJlTTED TO SUPPORT REINFORCTNG. I 7 PROVIDE CONTROL JOINTS ,2.T A _MAXIMUM SPACl~,G AT iO' O.C. PROVIDE EXPANSION JOINTS P:ER DETAIL SHOWN. FOUNDAJJQN:i 1 REFERENCE IS MADE TO THE SOIL REPORT PREPARED BY LEIGHTON & ASSOCIATES, PROJECT NO. l810165-ti4, DATE MAY 11, 1987, WITH SUBSEQUENT REVISION DATED APRIL 11 1989 A/JO AOOE=,\JOUM LGTTe;f'{ p_..1_17:=p OC,i-~e,, /"U!Pr. ' --·· : 2 -5011..SENGINEERTOAPPROYEEXCAVATIONPRIORTOPLACEMENTOF 1 FOOTING, ADDITIONAL COMPACTION_ MAY BE REQUIRED. 3 SOILS ENGINEER TO APPROVE BACKFILL MATERIAL AND INSPfcCT , PLAC1?MENT,,OF BACKFILL AND SUBDQAIN. I BACKFIIJ. BACKFILL SHALL NOT BE PLACED BEHIND THE WAL'-UNTIL TI-IE LAST • PLACED CONCRETE IN THE STEMWALL HAS _-\ITAINED 3,250 PSI COMPRESSIVE STRENGTH AS CONFIRMED BY CYJ ~~'lDER TESTS .. • \ - ffs@;a" {Typ}\_ ' HEEL--I WALL 1/fmax. w T '.ti) ,, 5'-(i," 12" "r. //' G,~9" 12" IC 13' l]t3" IZ'.' D 15' I0'-9" !'-(;" t: 17' 13!-tr 1~9- ' . ~ -.....,: l ~ ~ "'iVut _}1,1♦'11>'11 (\.,J (._) ',J ·"! h~G"tn.. Nf~•Ut .. !) a. w TYPICAL WALL CROSS SECTION N. T. s. TABLE Or DIMENSIONS @BARS #G, €2 18" #7 ~ 18' *9@, 18" #9 e 18" #98 /8'' @BARS © BARS REMARKS 11 Ii, e 1a,. #!J@ j,ZJI £x/endfa ll. b bors !J'loli::ce efioe(Typ.) '1'7 @,/8" #r,, @.; 9,, (c)~rs VAr. I~ I ii'~ @_ /8" l"i;;; ~ CP'' Alkrnok@l@&rs @9"o.c. • 1 I dfhus Ilg @/8" #9 a 9" ~ f9 @.lc!" #7 ~ 9" AL.-T/Ef(/JATE:. w/#8@q'(4fz! s;f'ACI/./G) ' ;!..O" Rein/; la n7afch fooling~" Top and Bollom rein/; respeclive/_y. "' , s. V "-; -r.F. ') L----=:~tE.~::;;-t-___:9:!¼-; A~~~"-~~ Y-.+==;::;;;;:;;;;~=;;;;:;;:;;;;:::;:===-i --::-, >-----8.-_-F.-'--.../-,1--_,,,,~,'-Lc-,..-'i' ~ J~<-~ ~ '--~-' ..... J"'--r._. F_ • .L."1l-7 --,Foofing Rein!:: Fooling Rein[ ~ ,✓ Vi~', '/ (Typ.) 06 C Opfionol Cuf /3.F. TYR STEPPED FOOTING OeTAIL , CJ:t!befl GJJei11,,CWilliamP10st C& c';llssociates PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS -....__,r--. ' I . DATE $-11-b'J R,C,'E. NO . 8 'Min. . • CATE BY ---!'-OH , ,.. \'J .., -f----------'t""' \ (.___ 3/4"Chomrer(1j;p) \_#c, ?loin Dowels x 2!0" @oll horiz. Rein/.' One ~ndwroppedw!lh lope ond coal lope w/heavy dulvgreose. CONST. EXP. JOINTS AT LOCATION PeR PROFILE TABLE OF 6/UANTITIES EXPANSION JOINT DE.TAIL N. T. S. WALL TOT. WALL CONCRETE STEEL CY.PER FT. LBS.PER FT. TOTAL -~--+~-'--'--'cc'---'--'---t~c..=.~~r=="~":-'--c~ra--oNc. c. i-: TOTAL STE:EL LBS, TYPF (A (B (C (,C, (E DESCRIPTION REVISIONS LENGTH 38' 80' c;,5' I 10' 24-0' OC.4 7&.lt:3 25 2895 Q-78 9Z2/ 7777 0.94 142.94 9291 I.Z9 195.39 142 21493 l.(i,3 249,15 391. . 5979(;, TOTAL -G82 IOt 252 l!:: -!! . ' -~j! .1/////////////////////' -...; .., I., 7 ,§ ~ ~ <? G Wal I Siem J L roofing Tc,e FOOTYNG WIDTH TRANSITION - N.TS. APPROVED /sf Pour '2nd Pour C0/'11S(RUCT/ON JOINT N. T. s. • DR, 18(15819)-B Sheet 74 Of 149 RCE NO----- PELICAN HILL ROAD RETAINING WALL DETAILS DATE ____ _ FfELO BOOK SCALE N-7:S. DESIGNED DRAWN APP'D. DATE A. CAL!JREATI/ J /flak-lo"'~ CHECKED DATE w. l?E':JflAI) - SHEET 74 J,A/23773 \ lS"' ~ ~ r-- • .... " }14 ~~1 ;..~ J J o) or_, .d ~ 1 -L~{ jl ~ 1ij ~ 1 CX) ~ ' l:;)O I ' If) ' 61... __ .....;.,. ________________________ _ I I ~ .,.,~ '"' L. 0 ' ' "-f,rl ~<-rt,' -,_" ""{,\'' ~~f l'-1;1 /p.J .. v &,"o .,i'· .. il WATER NOTES 1. ALL WATER SYSTEM WORK SHALL CONFORM TO 1HE IRVINE RANCH WATER DISTRICTS "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER & SEWER FACILillES," AS LAST REVISED. ' / 2. THE IRVINE RANCH WATER DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION TWO (2) WORKING DAYS BEFORE START OF WORK AT (714) 476--7500. .. 3. A PRECONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND 1HE CONTRACTOR SHALL BE HELD ON THE JOB. SITE 24 HOURS • PRIOR TO START OF WORK , 4. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURING PROJECT DEVELOPMENT AND ALL VALVE STEM TOPS HAVING OVER 48 INCEES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING (W--8). 5. _IN RESIDENTIAL STREETS, THE TOP OF THE PIPE 10 INCHES AND SMALLER SHALL BE A MINIMUM OF 42 INCHES BELOW THE FINISHED STREET SURFACE AND 48 INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. 0 0 6. 7. 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 AN APPROVED MANNER IN THE FIELD IN THE PRESENCE OF THE DISTRICf INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. • CURBS SHALL BE ENSCRIBED WITH A "W" INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES. I ' QU,L/NTITV E5T!MAT€ /NTE,e://V? WAT8"R !WAIN I /2. "CM'L (C STI..-(C('..-150) OR DIP WITH /i::c'5Tfi?AINGD JOINtS (CL-50) 2. /2// STEEL R£NTA/__ PIPE cCL-1.50) WI TH ;";"GST/s:!'41NG0 vO/IVTS .8. /2" 0/P WITH Fl€LO LOK GASK&TS OR APPROV6D cQt.JAL (Ct..--51) 4. 18" 8UTT6fa?FLY VALVe-" (CL.-ISO) q /2" 8UTTc:=RFL.Y VALV6 (CL-150) ,:;,_ I'' ,..q/R AND VAC ASSB/\,,'1L:¾ .. Y 7 4" 8LOW-OFP ASSeN18'L.Y 8. FILL. 6>< /5 TING ~" /Vt L. ( C STt.. r'IP& WITH GROLIT Ut...TIIW.AT& WATER MAIN I. l.6'>"CML IC: S'TL. Ole 18''0/P WITH R:GSTl"i!AINEO JOINTS (CL-50) 2 4" GATE VAL--VE 3. /'AIR VAC ASS6.A---1.BLY 4 4"8t..OW-OFF AS<Se/v!E:3-c...Y -· 5. R'ELOCAT6 EX /ST/NG /'v1G7c:RI.NG ~UI..-T AND APPLIRT&"NC€-S &. ,FILL &XIST/NG /Z" OIP PIP6 WITH GROUT 7 Ec'....ECT~OI..-YSIS 7ci"ST STATION 8. RE,::.OC..4TE cX/ST//1/0 W..47'"ER T.4'NK 9. 4" ..PVC ('CL-ZOO_) /0. C:OA/CK'cTE c.N~.A4e"NT IIOLF /04-0LP 2. GA /EA 2cA 2G4 730 C..F l58ZLP /GA 2&4 /&4 IEA ' APPROVED: IRVINE RANCH WATER DISTRICT DIRECTOR OF ENGINEERING ANO PLANNING JOHN T. MORRIS, DIRECTOR OF ENGINEERING R.C.E. NO. 0 DATE ~obet1 CJJei11,,'William'Prost ® c':)lssociates t/LTIM-4Tci-18" ML,tC: C:t.-/50 O;<::? 18 " DIP CL. 50 Gt=E Gh'EET 78 ' eut....T. COYOT€ c:ANYON ..ea<:\D INDEX MAP 0 e 'v ,g. D SCALE 1" = 100' LEGEND; WATER MAIN TEMP. WATER MAIN EX. WATER MAIN BLOW-OFF •· DR,18(158H)-B Sheet 75 Qf 149 CATHODIC PROTECTION TEST STATION { C.P. TlfST·) I ·I AIR/ VAC ASSEMBLY " BUTTERFLY VALVE{OR GATE) METERING VAULT : i 0 APPROVED PLAN FOR THE IMPROVEMENT OF PELICAN HILL ROAD RCENO----BONITA CANYON DR 8COYOTE CYN RD~ PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS P.O. BOX 19739 o 14725 ALTON PARKWAY, IRVINE,CAUFOANIA92718 {714) 472-3505 1----+--+----------+---,f---+............,D-:AT--:--:E:::-=;-:::-.,:::--.,:::--,----.........,. ( INTERIM A ND UL TIM A TE WA TER MA IN) FIELD BOOK SCALE INDEX MAP AND GENERAL NOTES DATE BY DESCRIPTION APP1D. DATE DESIGNED DRAWN DATE s:-e-r:a, R.C:.t. NO. REVISIONS CHECKED CATE SHEET 75 -----,-~ --- : ... _::.__ =i= ·--=-- ~ c)\ ! ! \ ---- ----- -·~~~--,.-n~·•: __ . ~~ ~ ---~=•c•:fl --+ N 7Z"ZO' Z7" W G<3J.c;/' -· .. ... ----fs;, ~-'-- """" --------··-·-···· ---- --·:·: r.:::::::- ---- /3 -jj/1 -•• , ••• ..=c'~· .. ~·. : .: ·. --+·· -- _,__ . ' ~ _: :':!!:tel -· j:::"""",j_ - ---_ ··---·· .• ~ :~ -<-1- - _f!\: ~-,j_ ----\ .L .L :£ :.-t"'.'' ,_,_ - +-.. L ill ------. -.--F:-=-~ --,. ... ,.. . . -·-----......... ---- +-- - . . . . ---: .. :...1-.. ·_ . -.. -- --.-..:.t· -... ->-___ . /4 /5 /G /7 CJ?ebert CJJeil/,,CWilliamcp11Jst ® c!;llssociates Ei::4 A PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS P.O. BOX 19739 • 14725 ALTON PARKWAY, IRVINE,CALIFORNIA92718 (714) 472-3505 DATE S-8-f:l<j I '\ R.C.E, NO, I...___/ MISC. AS-l!!/.1/l T ReVIS!ONS "!'EV/SW DCJMeST/C WATe"R P.o.c. LOC,4 TION) No. BY DESCRIPTION REVISIONS _L ____ .,------.j. ,_ E t::::- 3 --. - ·········!i ...... =tl\.' -•-------- --~----·:: --·-r::::· ,. ~-"-:.:"°E= , ____ I' : -·--·" r:··· -'-··-----+ ,, •tsr j_ ... , . . ···-•••• le l§ •. ""'" .... . __ -·-zo ZI , \ APPROVED PLAN ANO PROFILE FOR THE IMPROVEMENT OF· SHEET RCE NO----- DATE _____ _ BONITA CANYON DRIVE (INTERIM WATER MAIN) 76 FIELD BOOK SCALE STA 9r96±. TO STA 22+00.00 APP'D. DATE DESIGNED DRAWN CHECKED DATE f>t. JN ZS.380 u') \.I) l c:i.. L_,_·. -· ... .. • ' ii L. ·,c - . ' . -~~---~ -e -I-- .. t- - -... , ·- -~ ~-~ ~ ~ :-· ·---· t;---:"":-l----.. -4, ... _ .. -- -' . ~. !ffl -- !!-IT/3RIH SrRAD& cJVBR <Zf, l/./7"!-RIM I-IAT6R:U/J6 AS RBCjJU/R&O TO MAil-lTAIN' M'/1-/IMC/M H-5' ·,_,_ "' -rlU r't.Ac.G"MG,VT ~ ;s rr-eRtH .WAT8RtttV€ i Pf2'0 P l'Z" 18-N PORARY RE='i'--\TAL--Pl PE,: ( .6-P.,c;,y6, U'\ RAPS)'---------------------- I -········:i··· = -·· ___ -_-_ w~ . ~ : .. ···:_. __ ·f T I i .. . ......... •· -.,1 ' ----- L. L. ~ f-... - ZS Z.4 Z5 22+39.50 ~ PIPE CONSTl<'UCT 4" BLOW-OFF ASScMBL.Y \81 J .s1M --..... -·- ... -,\------ --\,. ,------ .. . L _.::::...... i---· • """ .. I ·/ . L. L. ~ +-:: .. £. -r---·--T -r -t-_j_.._, __ _ Z7 .. - .. -- -·r - t. -,_L. ·-•-f .. -.. _.::: -~ """" ,. """ ----::_ __ +.:__~ :: - , __ ,_,, ___ , - / / I I ~11 GJleiif,,CWilliam'PlfJst ® c';Jjssociates .Jl. PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX 19739 o 14725 Al TON PARKWAY, IAVIN!;,CALIF0RNIA92718 (714) 472-3505 / DATE'. $-S -89 R,C.'f. NO. NO. \ . . 6. i-/. BY • -n-i Ru <c:rr rUL.L. 'Y J"-4GLL:E'P ,"'!,VO ( 0,R) /<EBT/<''4/,N££? JO/,A/79 CONNECT/ON ENLAff?GG/'v1E:/VT DETAIL. @ NT5 I' All>. 1'.e:LEASE: AND VACUUM VALVE APCO /43C I" SCH. 40 NPT GAl.VAN!Z.ED STe:EL PIPE -'lND FITTINGS I I I" NPT PLUG V-'ll.VE ----, I' SCI-I. 40 NPT GALVANIZED STEEL PIPE AND FITTINGS /U!!'Jf/* /"VC //l/5VI..AT1N,; 8l.lS;./1Nw, PE.,C: S,'1!?CS. 11/1"' E-IITlll:A IIEAV,Y NAL,1=" a71.1?1..IN'G . we..c>ec;, rv PIPE: fr 8~ ,"3/.At=' OR =-er~~? ~w= &AL7L?C& /r C?/? Al~ A-VO ~CUUIV1 ASSG/V!B'L.Y OETAIL. Re.N1Al--Pl P6-(ABoVG c, FZAv'e) N,S ~:if!::8-Pl PE;;-0'Tt;:ESL--Pt PG: (ruw'( fZl?'-:,112.AI NfD oR i,J f:.\..,DE,.t7 J,?!"1TS,1 B1:c1.-0w 6iRAoe. _) Re MCN"" t=,,;-1:i•::iT 11,1,:;, . It,' EU-At--1D PIP\:;:. 0 CO;VNB::TION £NLA/f::'GtS;vllENT 0€TAIL@ DR,l8(!53J9)-a Sheet 77 Of 149 (Z 58..28 S APPROVED PLAN AND PROFILE FOR THE IMPROVEMENT OF SHEET RCENO----- DATE Rel/l~C> PROFIU~, Ac>oliDAIR VK--.:\P-/ 7-S'fO FIELD BOOK SCALE DESCRIPTION APF'1D. DATE DESIGNED DRAWN REVISIONS CHECKED DATE PELICAN HILL ROAD (INTERIM WATER MAIN) STA 22+-00.00 TO STA 27+-73.5:!: MISCELLANEOUS DETAILS ' 77 'I I ===~ . , .. -· • .___, . rs J\ I I / • j -. + ~ ,_ ---. .. -----' ' • L -· I/ 12 - / 0 9-1-Cf/,85 <l, PIPE :8+4-2,ZG €.tA,-'>NITACYNRD CONST /1 AIR/VAC Ass'Y W,t/7?' TRAFFIC '--.........,c~...,•RRICAOE.S AND EL-ECT/eOL ~ 15 STATION \.......__,,,.-.:._:_.::._::~~~ ABANDONE.0 12 11 INTERIM BURt<=D ---- _,_ 1-, -•·•\· /3 I 81 -~-•• .•• . . ·-. - -----+------t---- .. -·-·· . ,. -· . •.. it ~ ·/,. -/. .. 14 -· . L . . .. .. . L • Mt-. . :.::.: 9(j:= . r = /5 PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX1 9739 • 14725AL TON PARKWAY, IAVINE,CAUFORNIA92718 (714) 4 72-3505 : 177 .... .. -· DATE: ,;i-8 -l)C) ( R,C.E. NO. L r .. -· .. -··-·- -· -i--- L /8 Sf! NO.: BY DESCRIPTION REVISIONS FIELD BOOK APP1D. OATE DESIGNED CHECKED ----- -.\t= ¥ -... c -< __ ,, __ -__ , ___ ~:.: SCALE DRAWN DATE . . . I . ----:s:e..~ --· ----1-~-"""" -····-~·-·· ----., ... , .. 1-1- ---. , ___ _ ---1 . . - ... , ___ ··-;:;::-----r-----••• 20 2.1 • • (ULTIMATE WATER MAIN} STA. 9+-8G85TO STA 21 + 00.00 • ---=----::..,____ -- ··-.. 1.. .. "" ---· -----·--------+ ---1---- \ I /4t?J Ill' -'---'---- JN Z.5a90 •• I ti ~~ cl --, __ ~ MQ:Eli ~ ,; ,:c< 7~ _.le=~---~ -----~:' ell - ::::c - --""' ' ---- -...-- 2/ 22. 23 <J\ I \ 0 • ,_ - ~ h------- L _- -'-le-<: cc. -- -------~= _'.:--.~ -- 24-Zf:. ?LAV SCAt..£ I" 40' CJ?gbel1 CBeiq,'William'Prost ® c!:Jlssociates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX19739 11 14725 ALTON PARKWAY, IRVINE,CAL\FOANIA92718 {714) 472-3505 , ' DATE s-e -s.s, / l R,C,f. NO. --- -- -- -- ~ :ft ---l -· -- EE ~h-~ ~ ~~~ -- -- ·•·---~~~ ---'--·-·- --l -- - -- -·---:b.:. .. --1 .. --,_ J,.,. . ... , - -;t------ ........ c..-1... --+-'" --_, - - " j_ --. -----·- -·-·- ----- ---- -T~ titre Vf:-·: -c, ~-:g,- --.. ,,. - - E:: x-reN "71.::;, N A1'lD iZe I"~ W 111-J "::>01...10' VAl...'-lf:!- '?\e!:H i:;'.)(fOl<=':::,1.::>N Pel< v'~TA.l L-"l_ 6,€:,LOv-l Se<,nol\/ -.-~---...1---CAP SCREW 12" J,:.l:;!,.._-,V"tA'!II.W.A. 2" SQUARE OPERATING NUT WE!.O =::=t,~::,..e--e)f' DIA. X ¥f6" SPACER PLATE 12" BELOW TOP OF OPERATING. NUT 24"MIN. L l¼\11 SOLID, ROLL OR SQUARE STOCK (P-INNED COUPLERS ARE UNACCEPTABLE) ,· WELO ~----L"t.'":.J..J11 f-<---SOCKET FOR 2" SQUARE OPERATING NUT 2" ,...... / ...-1 1Yf6DIA -W.,- ('-' r......... HJLES,l"OIA. 6\:i' OIA. SPACER P\.ATE PLAN • . 1 • PlOVlBE VALVE STEM UTEHSHIN Wlt[H DEPTh TD OPERATl~ HUT EXCEEDS 49• (FABRICATE EXTEKSlott-TO Fl(LD MiASUREHEKT -SEE NOTE 2} 2. NO VAtV£ STEM EXTENSION SMALL BE LESS THAM 2' FEET lJf l£N&TH. l£RKINAT£ EXTEHSlOH 24• TO 361 RIOK FINISHED QAAOE. 3. PiOV_IDE AODITIONAL SIACClt PU'r:E WH.Efl DlSTJ\:NPf~.J~~-!-~!Lf£S!!J ElCUDS 5 FUT _ J ~-.!:.' ( i I ' ' '. , DR.18(18819)-B Sheet 79 Of 149 '' I I APPROVED RCE ND----- DATE _____ _ /?EV/SEO BC.OW-OPP ASSY. l&"jo.w. ;e/91 FIELD BOOK SCALE PLAN AND PROFILE FOR THE IMPROVEMENT OF PEL/CANHILL ROAD (ULTIMATE WATER MAIN) STA 2/+00.00TO STA 25+79.2/ SHEET 79 OF /4t:!!J NO. BY DESCRIPTION APP'O. DATE DESIGNED DRAWN REVISIONS CHECKEO DATE ■ - ---- JN Z5380 I \ d\ I ()o ~ 00 \I) I 0,/.. • ~ <;Q ~ c!;.. -1 f 1· <..3~ ~l~ 3 } 2 \ i: f ~ I ' I I I \ \ ' ' ' ' \ NOTGs.· / / .,i' ' ' •,, . ·"' , I /. ra /140-"/'E SAG/L:r-.OE~M/NG=· 7/1/E u::lC477cjv Or ,C/L,7"//14A"TG 1$.,-'e,4~ /T /8 /\l=CO/!-?/v.1e,,V.c:e-.o,/ 7;H4T TH£:: AC~ e/7~0/NG .SHeeT ,A/O'S, /.51 /-9 A,vo e04 a~ 7nls . .PL,,,.,,N SMET ee=;1 ~b, • ''-, • I ,,,-•-"' '2. At,,.L GRAL7&5 L.AS~eoe.12 .. d=2:.<d.,.:r1MAft::;··oN THIS 51-1£&/ SHAL-L BG EXISTING ,AT 7i'/4-1E OF P/PEL.INE Co/\lSTRVCT/0/\.I / I I 'f,,,/ ,,,,, r C/?gbefl CJJei11,,'William'Prost ® c!;llssociates PROFESSIONAL ENGi NEE RS, PLANNERS & SURVEYORS P.O. BOX19739 • 14725 Al TON PARKWAY, IRYI NE,CAUFORNIA92718 (714) 4 72-3505 DATE" :$-8-SC) R.C.£, NO. \ \ 0 /JO, BY \ ' 'I I, ' I I , I ' ' I ./ ,, i ,, /':31,,.04.55 .iicJ 'i5 cfx. CQYOTG i::ANYON ;(:1/W N 535.., 7fi/i;,. -5? .E 5/c;;., 490 cpz ,~ I 0 DR. 18(15819)-B Sheet 80 Of 149 I I ' Q APPROVED PLAN AND PROFILE FOR THE IMPROVEMENT OF RCE NO COYOTE CANYON ROAD DATE WATER MAIN }4/SC!AS-/3UIL T REVISIONS f! fl!' LOCATION 4"FVC SERVICE sruB FIELD BOOI< SCALE DESCRIPTION APP'D. DATE DESIGNED DRAWN REVISIONS CHECKED DATE L S- ,I SHEET 80 v'N zsaso , I PAVED AREA PIPELINE UNPAVED 1, AC OR l'CC It. AREA er PAVEMENT t;J'i'" ,~;;ivwiEEiMME5;NiTTT7.z.zzzz,e::2_.z .. z.:'.ZZ.t .. z .. e::2.z_z._z:1z:z;jz_z'.::z•2·r-t•i!i'l'i,'~r-r""·"'·..,,,-, . ..;:,vt"<.'<l.<J. __ 10N __ E __ 4_ . , . • . ·•. . '<l' ,w STREET ZONE AGGREGtrrE·· BASE AS REQUIRED " ~ ,._4? ---'----1<'-----__.j-v't.(IJ 7 /TRENCl:I / ZONE TRENCH ZONE ~+---6" MIN. ON EACH SIDE OF PIPE ZONE PIPE BASE NOTES, 12" VARIES(4"MIN) TRENCH SECTION e" MAX. PIPE PIPE ZONE PIPE BASE 1. ALL WORK SHALL 8E IN ACCOROAKCE WITH SPECIFICATION SECTION 02223 2. ALL BACKFILL WITHIN THE PIPE BASE AtlD PIPE ZONE SHALL BE IKPORTEO. SAND '!>!= 30 OR-ise:.rre. R.. TRENCH AND BEDDING. DETAIL NTS -VERT BEAWNG SURFAC£ H<WZ TYPICAL BEARING SURFACE TYPICAL PROFU REDUCER TYPICAL BEND TEE OR VALVE l/16H HHl, PENETRATION ----\'C--178" 11lff. CADWELD REMOVE EXIST. COATfNG AS REO"O FROM PIPE TO FACILITATE INSTALLATION. CLEAN PIPE ev WIRE BRUSH METHOD II, GRIND TO BRJGHT METAL PRlOA TO WELDING, INSTALL WIR£S USING THE EXOTHERMIC MLDING PflOCES3 IN ACC0n0ANCE WITH ERICO ENGfl, SPEC. AHiO-AOS A COAT EACH WELD W1TH J,M BRAND 'SCOTCHCLAO' PC. 244. CAOWELD ITYP.I........... CEMENT MORTAR PLACED IN FJELD 3 1/2" -~ / / GRDUT lH FIELD 1/4" STEEL REi-AINING ROD FIELD WELD ALL AROUND PI?E ROUND RUBBER GASKET ---------',--,,==~ 'c::::;.:::::i~::::::::;~~;=-,oz OU. W1Ri!S WIHMWPS INSULATION 20" PIPE AN□ SMAtLER, DAUB SELL AT --------\'._ __ .J:,_-i~i,.,,,::=:f.__.-,=_. _· ____ _d Htt&TAL-L--MIN, 2-tlOHGS-PGR·JOINTJ .-------DW•OF-LINUIG-B-EfORE-~STAS(UNG,----_..,,_ __ _ _ _ it, =!!, a THEN SWAB SMOOTH. 24" AHO LARGER. POINT AFTER BACKFILL. DIP BONDING FOR RESTRAINED JOINTS ALTERNATE BELL AND SPIGOT JOINT CEMENT MORTAR LINED ANO COATED STEEL PIPE (CMLCSP) AL TERNA TE LAP JOINT ADD 3/4" MfSH STUCCO WIRE REI/1FOOCEMENT TO FIELD APPLIED MORTAR NOTES -1 I 1. FOR: MORTAR COATING, LHUNG Ami SHELL H!ICKNESS SEE SPECIFlCA.TlotiS. l/4 2, PIPE TO BE WELDED OUTSIDE OR INSJOE (IF FEASIBLE) AT CONTRACTOR'S OPTION. m!OUT IN FILO 3/4" MIN. InSTAll 5" EXTRA HEAVY KAI.F COUPLING WITH PLUG WHERE Rl:QUJREO FOR ACc-tSS TO P[PE. HISTALL 'NO COUPLINGS FOR PIPES 16" THROUGH 24" IN s°JZE. ADD 3-/4" MESH STUCCO WIRE REINFORCEMENT TO FIELD- APPLlED MORTAR BUTT SiFIAP JOINT WELDED STEEL PIPE JOINTS AND BONDING FOR RESTRAINED DIP JOINTS NTS _____ ..,,.,.-CONCRETE CAP 6' OF 4° STANDARD STEEL PIPE , SCH. 40, CONCRE.TE FILLED CONCRETE STREET ( NO CONCRETE CURB) • "' • - ?l=TA/L ~-· --~ !ii. ~ ~YtJ:.-.r;1LJ.Er WELD ___ . -,. __ /!i"fl xii" MILD STEEL ROD (c;-1010 QR c-1012) 3 HEQ'D FQR EA. JOINT -----CA5t£.80LJND OIP o;cSTEG'L ® CADW£LD REMOVE EXfST. COATING AS REO'D FROM PIPE TO FACILITATE tN'STALLATION, CLEAN PIPE BY WIRE BRUSH METHOD & FIELD GROUT GRINO TO BRtGHT METAL PfnOR TO WELDING, INSTALL Wtfti"S U$tNG THE EXOTHERMIC WELDING PROCESS tN ACOORDANC£ WITH !:RICO ENGR. wee. A160. A05 Br COAT EACH WELD WITH 3-M DRANO 'SCOTCH CLAD' PC. 244. CA!liaW-EL~ I TYP.I '\ v ::: t ---~-.:.------ql'2 CU. Wlfl!S W/HMWPE INSULATION ::::------a !INSTALL MIN. 2 BONDS PRA JOIN-Tt, DIP BONDING FOR PUSH-ON JOINTS ,e, 1e,BC:R GASX.l:T CML(C MORTAR COATING M~TA.R LINING STEEL Pf Pi£ t:JON0€0 JO/NtS NOTE: BOND ALL JOINTS EXCEPT WHERE FLANGED OR WELDED PIPE BONDING DETAILS NTS STREET 16"X21"BROOKS 65S METER eox W/CONC. COVER 4"SLOTTED PLUG ED Pl.AN 1· 4D • I 30" !;;I 30" ,-------BARRICADE (1"(P) PIP~ DIAM. 611 8LINO FLANGf: ~ass SEE NOTE 3 3'-3'sPOOL a PUJG REDUCER TREN:H r-BOTTOM ..__ SECTION VERTICAL EIEND MINIMUM SIZE OF THRUST BLOCK BEARING SURFACE TYPICAL [KO oF LM SIIMC£ Oft a0\TI OFF IHSTAL.LATW . ENO CAP uru l. THIIUSl BtQCl llUUNS AAU DASED mt ALLmtA&ll SOIL DURING YALU£ Of 1500 Pl:f Plt(SSURf AltO UJ pi,1 Llftl! PIESSUI( YllM , ....... cav1a NlUlA&m. -... . ·, • ,-,.. 0 I --11-'c' 'f' ++',;.·•1--..:t-:.. ·:... . .. :, ·•·· ... :,. ______ CONCRETE (TYP) • !)! AIR 8 VAC ASSY ---t-=~-+-+----+----,---,1-- ,t 1'11'?1=-H'1'17~ANT I .... ·-4"4--,---+-----f·"'-:~ ·;_...' l •c;' :~---''--. ~ '• . .:· • ' . X4 c.1.-- TEE 4"-90° C.1. ELL Fl.G'o 6' ft OF 314"' ROCK TAPPED 4" 611FLG. CAST IRON PIPE (MOl!TAR LINED) LENGTH AS REQUIRED !LEVELi 6"X 4 "FLANGED .I. '.('EE!Clfl: 6"1.4 ••. ~~\i RED.ICING 90°) • 4" F LG,)(.PE C.1.P. ' f.· •• 6" BLIND PIPE 11 114• O(ND 2Z 11z• 8UID ,s• uko 90• &END ICE END CAcP UHi 1£Alllt6 • 1000 l'"lf, l.S • AaEA $HQ!rA1 FOi llUllN&-• 5C9 pd I S.0 • Ml[A StUUI NOTE$•. ~ PLAN LENGTH AS REQ'D CM -FL.ANGE 4-FLANGED VALVE "-._ 4"FLANGE•COUPLING, SUE KOAIZ. VCIIL HOAIZ. VERT. HD«IZ. VEIIJ. HOIU. VERT. HOii!, VERT. ffl)ltlZ. VERT. •• l'-6' o•-9• 11-6• o•-t• 1 I •Ii' 1'-o• 2'-3' 1 •-•· l'-o• 1' _,. 1 •-•· ,. 2'-6' 1 • -0• 2'-6' 11-0• 3•-•· 1 '-(t' 4•-,· 4•-0· 2·-0• 2•-11• 2•-0• •• • 31-0• l' -6' ·3•-0• 1 •-•· 4'-3' 2-•-1• 5'-6' 51-0• z·-,• 4•-•· 1•-•· 10' 31-1• 1•-1· 3•-9• 11-t• s•-o• 2°-1• 1 •-0• s•-•• l'-3' •·-•· 21 -6• 12' 4'-3• 2'-3' 4'-l' 21-1• S'-6' 3'-6' 8'-3' 1°-0• 1·-•· s•-1• 3•-0• IG" Y-f' ,, j' .. 't'' ' ,, I < . ,, I fl J.. l 3 -o , -o '-I-~ II -7 11311 -::i-1 ,, ' ,, I ir 1-lj , _.,,,_o " I ,, ~ ,_ o" I I• 2 -3 <; -o ,~ -, . " II -'i 0 THRUST BLOCK D"l:TAIL NTS 2. 3, 4. ,. 6, AU TKIUST &LOCKS StfAll ll£ Cl.45$ •a• Cot:Cl[T( AnO PUClD AilrlfiST UltllSlUIDtD SOU. OUIGlt U:SINHI SMM.l DEUIUllN( sues mil SttU. TKtl-UST ILOCIS WI caossts SHALL II( usu mu • ., TM,H( IS A Slut-OUT ON M oa noRt SHU. lltlllfOACIIIG Sl[El SIIAU CllllfCM TO ASlA A19 lW!l AIOI unc_-.HATE CUI£ • AT All FltllflSS A :,,•-3• ME SHALL Iii HlSTAU.ED Cl uat SID£ Of THE flllllll. tl!IICOUl SIIAI.I. NH HUWI llffO fl..AIIH CII AIIJIIIKIIS ,Sf{, I. 2. 0 TH£ srca PIPF ABOVE GROIJ/t/D SHAU SE PAINTED A MINIMUM OF TWO FIELD COATS OF RED LEAD OR ZINC CHROMATI!: PfllM£R. TWO FINISH COAT$ OF GILMORE S NOLAN NO. 216 SAFETY Yl.:LLOW TRAFFIC BARRICADES (TYPICAL) 4"X ASRECO. • C.1.P SPOOL CML DR, 18 (15819)-B Sheet 81 Of 149 ADAPT ER X C.I. P. 0 TRAFFIC BARRICADE DETAIL 0 4" BLOW-OFF DETAlt NTS CJtober1 CJJeill,,'William'PttJst '®. c§lssociates PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS P.O. BOX 19739 o 14725ALTON PARKWAY, IAVINE,CALIFORNIA92718 (714) 4 72-3505 DATE "b:=6-e,_5 R,C.f. NO. APPROVED NTS •· .R"LAIII FOR THE IMPROVEMENT OF PELICAN HILL ROAD ACE NO ---BONITA CANYON DR8 COYOTE CYN l?D 11-----t--t-----------+---+----1--0-"T_E~-=:--=--=-.:::-_-_----1 (INTERIM AND ULTIMATE WATER MAIN) FIELD BOOK SCALE MISCELLANEOUS DETAILS DATE BY DESCRIPTION APP'O. DATE DESIGNED DRAWN REVISIONS CHECKED DATE SHEET 81 JN Z:5380 0 PROVIDE 2'' PVC SLEEVE NOTES' 1 IN~ ON PIPELINES UP TO I" VALVE rj"\ GALVANIZED STEEL V!NTED PIPE \..!../ c::ovtR (C£8E-21) SEE NOT£ 2 ft\ I Alff 8. VACUUM RELIEF VALV£ \6/ (APCOl43C) S£-£ M01'E 2 3 I" BRASS CLOSE NlPPLE 1 1-,---INSTALL OUTLET IN VERTICAL POSITION 1. PAINT PIPE COVER & AIR RELEASE VALVE WITH l COAT OF PRl~ER AND 2 COATS OF FINISH PAINT (SEE SPECIFICATIONS) • 2. SEE SPECIFICATIONS 25" SIDEWALK WIDER , THAN 6 VALVE ASSEM6LY LOCATION PLANS FACE OF CLJRB:-- 'i 2'' P°0C. SLEE\,ii'-._' •• SIOEWALK . • ·.: ... ',. CASE 3 SIDEWALK ADJACENT TO CUR6 (NO SIDEWALK PLANNED) OR SIDEWALK NOT ADJACENT TO CURB 1" AIR/VAC ASSEMBLY DETAIL NTS ~-~--.-4"'ir--CAP SCREW 12'' ,J;;;.l::;!:,,..._--;-;;;,,,A.WW.A. 2" SQUARE OPERATING NUT 1/o Y-r-WELD __,__ =::;:::~::::l---6;f' DIA. X 3116" SPACER PLATE 12" BELOW TOP OF OPERATING NUT i-,.,---1\_(' SOLID, ROLL OR SQUARE STOCK 4 ' 24" MIN. 2" 2 t-OLES, I" DIA. 6!,-2' DIA. SPACER PLATE PLAN (PINNED COUPLERS ARE UNACCEPTABLE) 1. 2. 3. PROVIDE VALVE STEM EXTENSION WHEN DEPTH TO OPERATING NUT EXCEEDS 48' (FA8RICATE EXTENSION TO FIELD 11£ASU11EMENT -SEE NOTE 2). NO VALVE STEM EXTENSION SHALL SE LESS THAN' 2 FEET IN LENGTH. TERMINATE EXTENSION 24' TO 36' FROM FINISHED GRADE. PROVIDE ADDITIONAL SPACER PLATE WHEN DISTANCE TO. BOTTOM SOCKET EXCEEDS 5 FE£T. VALVE STEM EXTENSION DETAIL NTS 6" \'(ATER MAIN ~-J.,L oon· VALVES TO BE LOCATED AOJACINT TO FITTINGS WHEREVER POSSIBLE UStNG FLG X R"i VALVES NOTES . . -.~ . TOP MARK "wArrn·1·0R "IRAIG." : • .•. 1 ... A FtN1SHED GROUND SufiFACE OF PAYED SUflFACE -IRON COVER WITH I WORD "WATER" CAST THt'.RtON FOR ;------~ OOMESTlC WATER ~~-----POINTING IN DIRE:CT10N OF LINE __ / - 6 iEE NOTE-2----------:81,;.::;.~-"+,~ FLANGED OR RING~TITE CONNECTION PORTION Of TEE. OR CF:oss SHOWN 2 -#4 REBARS TIE BARS NOT EMBEDDED IN CONCRETE SHALL BE CLEANED ANO COATED WITH KOPPERS CO. BITUMA$TIC NO. 505, HOT TAR OR EQUIVALENT VAi.VE SIZE LINES OR "lRR IG." FOR R W. WATER LIN£$ 0 DIMENSION 1. BtrntRru VAln OP[RATOR!. SHAU 6[ lOCATEO Ok TH[ an HAND SID[ or TH[ VALi'[ ~rn STANDING 0~ Tl\( FlANCCD [ND 01" lHr VAH( (AT lH[ TH Oil CIIOSS) MD lOO(!N(', H!Rour,H 'lH[ VALVE TO\fARD TH[ PIP[ END. 6" OR SMALL ----'----I~" fr. ... ---------1:f' 14" ro" ---------14" 1(, 1:Z /4 JO" AT mun HIT[R':,[(110'1':, WH(Rl VALi'( &OX LOCJ,TIOr-! K-\T HfT[RrtR[ MITH PIIOPO!.ED COl'ICR[H CROSS (".lJTl[A, FJPELIN[ SttAJ..L BE l'Ol'CD Al/AY fl!OH S.HJIDARD lOCAT]Ofj A$ R[OU!Rto. ,e~ 14" a""",.._ L (,, PRO.l'lDE ~ilH[ STEM [X'T[HS!Ott JF·OEPTH TO V.AJ.vt NlJ1 OCttDS 4 FEET. J. SfAINLE5S .$/li:'EL 304 OF!. 31G:> IH11 h\l _0 ,_0 (,: + .. 6 • CONSTRUCTION ITEMS I MATERIALS LIST l SITE AND DESCRIPTIOrl KA.HUFA(Tl)ll[R BUTTERFLY V/\LVE ... 8" AC VENT PlrE OR 8" PVC --- 10-1/4" DIA ROUND lRAFFIC VALVE BOX BROOKS CONCRETE RWG, CLASS "B" --- VALVE STEM EXTENSrnti (SEE NOTE 2) --- ANCHOR BLOCK --- fff'A. CAT. NO. OR SP[C. ... --- 3RT --- --- --- PIPE OPERATOR SEE NOTE 1 VALVE OPERATOR POSITIONS BUTTERFLY VALVE DETAIL UNDISTURBED SOIL VARIABLE DEPEIIDIN UPON PIPE SlZE & SOIL CONDITIONS •4 SAAS LONG. (TYP.) la• MIN. NT$ #4 AT 24• CIC (TYP.) • :a: .,-::, ENCASEMENT CONCRETE SHALL BE CLASS 560-C-3250. CONCRETE ENCASEMENT DETAIL NTS ~11 CJJeiif.,'William'Ftbst ® c!;ll.ssociates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX 19739 • 14725 ALTON PARKWAY, IRVIN E,CAUF0RNIA92718 (714)472-3505 DATE '£-g.-'3-, () R.C.E. NO. 24" DIA FOR 3RT 26" OJA. FOR 4 TT 6" • ·.~ t>_t>·,:~ RECLAIMED WATER BROOKS 4TT HBC *.I DOMESTIC WATER---, BROOKS 3RT HBC 10" -----...,I' STREET 'l VALVE (TYP) .. --------------1----1 ' 6,·· o·: • .. ',o·· ·, -.. ,';·\; -~-~ ·.-'·?· F'INISH(O_GROUNQ __ ------------=-====='=-1•~f====-=---__: _____ _ SURFACE Q·. ·,a· •a· .t; ·•··:~ _·o • • : .• •~-~--.: i~ ......... ----rJ< ~-4-~. >{· ~H"< ~. ~ ~ ., / .. -,._.ll i,1J.',. fP' J: ;:E . i '----CLASS "B" CONCRETE COLLAR (TYP.) ---'-IRON COVER WITH WORD "WATER" CAST THEREON PIPE (TYP) OPERATOR TYP)-SEE NOTE 4 CONC. ~~-.' ;w "ca ; ·• COLLAR '' FOR AVEMENT CONDITION 1..---A---I 12" /. O. TRAFFIC BOX NO. 3 RT AS MFG BY Bf<.001<.S PP.OOUCT5 OR EQUAL. LID TO HAVe ''cp Te"ST" CAST THCRGON. ---- t;/' TH/Cl<. " z4u SQ CONCRETE SLA8 (CLASS 'E/ coNc)---- SLAC/.:: TO Z 1 A80VE GR.ADE e#e, r'l&R 5PGC S. TW OR TI-IW WITH J..IMJ,'.,f" PE IN5Ul.AT/ON. FOR DOMESTIC WATER LINES OR "IRRIG" FOR RECLAIMED WATER LINES ----.. NOTES: TYPICAL BUTTERFLY VALVE OPERATOR POSITION s" CL 100 ACP OR s" PVC SDR35 SEWER PIPe VALVE FOR VALVE WELL MATERIAL WELL l. PROVIOE VALVE STEM EXTENSIOH IF OEPTH TO VALVE. KUT EXCEEDS 4 FEET.SEE DWG.W-8 .---.--+-BACKFILL AROUND VALVE WITH SANO SECTION 15100 PER ;--, ' ' i=:;;: r--:1 fl...J_I_ !.:\ r,1_:~ 1r ,l '..J .._,.., 2. IN NEW TRACT OEVELOPlltNTS EXTEND GATE WELL PIPE WELL tABCNE GROJNOON~KEY VALVES• FOR EMERGENCY SHUTOHS. ::-"',: = = "'"''i VALVE---+-'_-,---r::: 3. BUTTERFLY VALVE OPERATORS SHALL BE LOCATED ON THE LEFT-HANO SIDE OF THE VALVE (AT TKE TEE Oil CROSS) Af/0 LOOXING THROUGH THE VALVE TOWARD THE PIPE ENO. CLASS "B" CONCRETE ANCHOR BLOCK " 4 STEEL REINFORCING BARS COATED WITH MINN. MINING 6 MANUFACTURING EC-244, KOPPERS CO. BITUMASTIC N0.505 OR APPROVED EQUAL ONLY 10 EXPOSED PART OF REINFORCING BARS -' , ' ' \ I I 4. WHERE CONCRETE CROSS GUTTERS Will EXIST AT STREET INTERSECTIONS WHICH WILL INTERFERE WITH VALVE BOXES, THE PIPELINE SHALL BE MOVED TO A POSITION OF 7 FEET OFF THE CURO FACE TO CLEAR CROSS GUTTER. 5. VALVES TOM: LOCATED ADJACENT TO FITTINGS Wtt(REVER f>OSSISLE USING flG X RT VALVES. &. VALVES 90Ll£0 TO FITTINGS WILL NOT REQUIRE ANCHOR BLOCKS. 'i· ·.,.. .-. '4-' l VALVE SIZE ,D<!!IMe,Es,N:,,,S""IO,,_N,.,_ 0 •.0;'4. 4.' ! .• A !!_ ,1J.···1 ----~✓-"fa .·:c,. 611 0R SMALLEFt------12" f2" • J' (J -0 • 1': , ,:· •• :_.q·. :· e" -----------13" 14" · ·.•• :..t ... , · '<! •· U ·•."o• ~:J-~/tq:~ .• (J:'!.~--~·.)>~,-.-. j :~:: ___________ :::: :::: :J :'..: ·J ~:'1•_,i :·.5: ,'., •. q ";:. '/. :1• .d ,' •;,~ ·: o -~ :·.·"'3. o.o:·.e1. gf~~Jr .. c"= TRErr«:HWrDTH PLUS 2)( PfPE 1-4-----c:----""' GATE VALVE DETAIL ~A/St: TOP OF . resr BOX TO. A MIN. OF&" ABOVE 6£A Di!!? IN ON- PAV.t=O AR6'A5. WRAP CONN€-CTOR WIA:'e=' eNoS WITH JNSUlATINts TAPe:. l.EAVG ~1 OP SlACI< w1P.t:: cou_t:o IN (H6 BOX. fAG WIR<!f5 r"tEIZ. $Pe'"CS. NTS DR., lB(l5319) Sheet 82 -B Of 149 MORTAR COATING PIPE NALL RESTCr<E:-CCMENT COATING COPPER. RE'!NF -:5LEEVE (# to WIRE OR 5AJALLER) REMOVE EK/STING COATING AS R.e0UIRE:O FRO!.,,,f P.Pe W FACILITATE !NST4LL4T!Orl. CLEAN PIPE 8Y JV/RE:- 8/<eUSH METHOD ANO G~INO TO 8~1'3HT METAL P~/0/<. TO WE:lOIN(3. IN.STALL WIRES U..S!NG 7HE EXOTHERMIC NELD!NG PROCESS IN ACCORDANCE WtTH SP€Cl,,C:./CAflONS, S<ECTJON l&U-1-0. r;:;;w~-==· ·==,,=~-"~~,., l i, [["" 0, "'' A.,, c... r,·· r ,:; r. ,1 Q Ii a !'1 fi 17',, ! If\\ G'•,,y \),)!lit~-· iic.J 1:1/idl, ,g:i· fil J»;J lijl I l.~, ==,:--:===='l CORROSB~N TEST SJ!TION DETAIL @· THERMITE BRAZE DETAIL NTS. APPROVED ACE NO DATE FIELD BOOK DATE BY DESCRIPTION APP1D. DATE DESIGNED REVISIONS CHECKED " SCALE DRAWN DATE PLAN FOR THE IMPROVEMENT OF PELICAN Hill ROAD BONITA CANYON OR 8 COYOTE CYN RO (INTERIM ANO ULTIMATE WATER MAIN} MISCELLANEOUS DETAILS SHEET 82 /4g OF------- JN 25:360 115659 I ' / • GENERAL NOTES: A. ALL TRAFFIC CONTROL WORK FOR CONS'rRUCTION SHALL CONFORM TO CALTRANS "MANUAL OF TRAFFIC CONTROLS," DATED 1985, CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS, DATED JAN., 1988, AND THE SPECIAL PROVISIONS. CONTRACTOR MAY AT HIS OPTION, AND COUNTY APPROVAL, CHANGE SUGGESTED TYPICAL TRAVELWAY SHOWN ON THE PLANS DEPENDING ON CONSTRUCTION CONDITION. CONTRACTOR SHALL NOTIFY ORANGE 1 COUNTY E.M.A. INSPECTOR OF CHANGE 72 HOURS PRIOR TO CONSTRUCTION. .. B. ALL l,ANES_SHALL_REMAIN OPEN AT AI,L_TIMES __ B_J,;TWEEN THE_HOURS OF 0600 & 0900 AND 1500 & 1800 ON WEEKDAYS. C. SINGLE u.NE USE SHALL BE WITH FLAGMAN CONTROL. TRAFFIC CONTROL DEVICES SHALL CONFORM TO CALTRANS STANDARD PLAN NO. Tl3 AND CALTRANS 1988 "INSTRUCTIONS TO FLAGGERS". D. THESE TRAFFIC CONTROL PLANS SHOW TRAFFIC CONTROL DEVICES FOR LONG TERM TRAFFIC CONTROL FOR CONSTRUCTION LIMITS SHOWN. ,,/J!"i,i,•,h,,· ,·, .4,'t:. E. ' NEW CONSTRUCTION 6 FEET OUTSIDE EXISTING STREET IMPROVEMENTS SHALL BE ACCOMPLISHED TO IT'S MAXIMUM, PRIOR TO IMPLEMENTATION OF THE PHASE l & 2 • CONSTRUCTION. F. SIGNING AND STRIPING SHALL CONFORM TO CALTRANS LATEST "TRAFFIC MANUAL," JAN. , 1988, STANDARD PLANS A20-(A-C) , STANDARD SPECIFICATIONS, AND THE SPECIAL PROVISIONS OR ORANGE COUNTY E.M.A. STANDARD PLANS. G. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGN SHALL BE AS DIRECTED BY INSPECTOR BASED ON CONSTRUCTION CONDITION. H. CONSTRUCTION TRUCK TRAFFIC MERGING INTO TRAFFIC LANES-SHALL BE BY USE OF FLAGMAN AND APPROPRIATE SIGNAGE AS DIRECTED BY INSPECTOR. I. USE AND PLACEMENT OF FLASHING ARROW BOARD SIGN(S) SHALL BE DIRECTED BY INSPECTOR. J. CONTRACTOR MAY USE PREFABRICATED TEMPORARY DETOUR STRIPING TAPE AND PAVEMENT MARKING WHERE SHORT TERM USE WILL OCCUR (24 HOURS) ON NEW PAVEMENT. K; FLASHING BEACONS SHALL BE USED WHERE DIRECTED BY INSPECTOR. L. TRAFFIC CONES FOR NIGHTTIME USE SHALL BE INTERNALLY ILLUMINATED OR BE PROVIDED WITH 13" REFLECTIVE SILVER WHITE SLEEVE. ' M. SIGN POST SHALL BE 2"SQUAl'i!e TSLSPAF! UNLESS NOTED OTHERWISE. 0 SIGNS SHALL BE INSTALLED PER ORANGE COUNTRY E.M.A. STANDARD PLAN 1409. fR~PARED UNDER THE SUPERVISION OF ~,.tt...;;J-.....-. DATE 10-?¼·88 HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 /1'.i'\ lie rm an \'SI Kimmel and Associates TRAFFIC ENGINEERING CONSULTANTS 33001FMNE AVENUE • SULTE 190 • NEWPORT BEACH, CALIFORl'IIA92660 (714) 852-8616 • FAX [714) !IB2-!l857 • f-/OTt=: i----1-2 MIN. TE.t-1Po/2AIZY f2A/L .... !Hc; ( TY-Pe--/c.) Pe/2 CAL.. -¥ TIZAHS STO.e,1/-80. • EDGE OF TRAVELWAY A/.....L TE.t-1P0/2A/2.r !ZA!L/t-/C:, FLAtzeS A/2.e /00' LOHG/ HITH 20.'I M!H. TAPt=:./2..EDQE:.LIHE ST/2/PE= (4" NH/TE=.) SHA/....L PARALLEL C!?/VTE-R STRIPE. TEHPORARY RAIL/HG (TYPE-K) OeTAIL Z' COt-/$ T. 4' PHASE. CONST. i I' 2' @) 0 /=,/..../ H/EA T 0/2. {130 10.c. MAX)------- 4 ,, NI-I !Tl= 612. a PeTA!L 2/ -··-·-··-----. u'i-S NO!i;O)~ 19 fr) ___________ M,,:;,.tlY7-8tf'-l_ .-'-!---'-1.,_,1 . 4:1 SLC>P&. Pt.l/Zlf.14 NDN-N0/2.K.IA/6 NF'/=:. ][' /3,A/Z/2./CADe llNLE.55 &HOJ..IH 0 TH c:/2. H ! 5£=. { /00' 0. G. MA)() ffOU/2.5 J.-IHSH A f' r'/.-ICA /!> L-e: --- DE.TAIL 11A 11 -0f:3..L!Nf=ATOR.. _-,,------;,--a;,,. ".:~:;::,;7"'::::::: ,r",.4L.L£ 1'3 ¼AFFIC t+ ~=""r---,--='°--,---'cc----r-:=:--i GA/0 cJF 0..BS??fu'CTA::1-V I i7a? 86 G-'INO r/Lt:..81:7 11-,0LZ/L..£6' P.o:'.AA/ TrfAPF/C CASE ff NOT!='S 0 0 @ 0 ® NE:.h/ CU/2.8 FACE:, EPciE-OF TRAVEL WAY 0/Z. !<-/ZA/1- NE::N 012. Te/vfF0/2-AfZ..Y PAVef1t=.NT f'AINT DETAIL 2/ CENT/5!2L!NE ST/Z!FE PAiNT 4" SOLID NH/tc= t=:-DG/1=-ST/2.!PE':., {3:.)(CeF'r ADJACEf-.lT TO Net,-/ CL/RB PACE SE.e Pe TAIL--''A,, DETAIL "/3" TYPICAi-TR,AVEL/,JAy I./N/.---E'5S S/..IOHN OTHe/2Nl5E= LE(J,e.f-/D y : F LAQ T!ZeE: ,f BIG N + " TYPE JI BA/212_/CAO/=. tf 6!6t--l :I= : 1YPe .0I i:3A!2!2/CA DE= $ S/eqf-!. " : CONST. De/.....lNEAT0/2 ¢Po6T '· I ~ EX/ST S/4r-l I-~ fJE./,-J 0/2. TeMP0/2AR.y SI ~i--1 I ! : FL-AS1-IING A/2./2.0v--l 80A/2.D B!ON ! I J, I y,-O~~~ ~f/vz_, -E ~A'-;Z4,q.vAy~ 4/z ,, MAX/,',ft.//V/ sv,-,:pµice ?/f,:7Y/~ St1/?RP,..,,.., 7V --~T S4<$G./A/G &Le~T/0.A/ COGh'/CvV PALLET eeNe/fAL NOTES: /. MO?'VLE-8 m bG GET avr /:.V ?~N SPACEO Ae SHOWN. Z, .NVM,ee,= /NO/Cr!7l= W&/G#T C'.F614<./o /A/ MO=LE, ;::.,~ M/N," /,</L7/CA17Ei9 /),1/lv/MC/M IM!=l0Hr OF GANO /N ft'~.R ~01/1/ o.,= MOa'./~Gl. /M5/e'JH'TS G/<'e,4Jl;ii.R 7HAN /,4CO )'V;'.//1/0-S! SMALL 51:: ~GEP C>N 771/e MANU.PACTU,..S:E,R 9 OBG/'3,A/. 8. /'?"ILL.&79 ,q:;),"( Mo.c:i:1/LES ro $/TON fr.t.<1Y e\E /Ad:X:).O, STEEL 0...S: =-wrVG1re COA/GTl'U./CT7CJ<./ AK), ./a:XCEE=O/~ n::?U;k /NCHeS. /N HB/GHT. 4. C::A'~AL. 0/.MIE;'\,9/0/1.19 OF ?ALLGTS SHALL /='lii=;,:MIT G,PACI...VG ,v,10,CVLGS /IS SMO/.V,A/. - -,:5, ;VC' MO,.,,ZB 77-1/9,,V 7),(,0 .M'OOV~ S'At::'VL.D ,BE l"LACEP ON CJ,Ve ?ALt:..&T Q. l".ALLE=79 G'HALL rl-"/VL= 97z;JP0 a-": ,"!:eG~/N,!3;,R.9 7,::, ?/<:E.V,SE3,NT C..A7Ei.Rr'!L 9M/FTIN0 OP 77-E MOa/LEG'. 7, ?HG .PCGmo;.J OF 77iiE ~~!":Y C~SH CC/SH/QV SMALL BE AOJVS'TE'O r1e rr1e WC>/'?;,<. ~oe;,;e=ss f}, me t...eNeTH OF 72:=Mrl?~?'(Y ~SH CL.SH/ON /N97'ALLA770NS SH4LL ;VOT OEV/A7E rft'C.W 77-IAr 9/-IOWN ON 771'/S ElMeeT. ,...q SE;A'/eS c>,= /NS.7AL.L,L/770N'G MAY ,8(3 USeL7. WH<S-V 7He A~ = ~ ~OTEC7l3!0 E;!(CEE=P.S me. L.&NGTH O,P /N'3TALL.--'rT/ON. TGMmRARY CRASH Ct/eH/0& /NGTALLAT/0/J Sl/661:STEO CONSTR.fJCT/ON PH4SIN4 I l. PHASE l 2. 3. 4. lAAVELWAY SEE SHEETS 84, 85, 86 CONSTRUCTION SEE SHEETS 87, 88, 89, 90 PHASE lA TRAVELWAY SEE SHEETS 91, 92, B6 CONSTRUCTION SEE SHEETS 93, 94, 95 PHASE 2 TRAVELWAY SEE SHEETS 96, 97, 98 CONSTRUCTION SEE SHEETS 99, 100, 101, 102 PHASE 2A TRAVELWAY SEE SHEETS 96, 97, 103 CONSTRUCTION SEE SHEET 104 I ''I ., DR.18}15819)-B Sheet 83 Of 149 R---562 -s ~obe11 CJJeiq,CWilliam'Prost ~ c'}lssociates PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS P.O.BOX 19739 • 14725AL TON PARKWAY, IRVINE,CALIFOANIA92718 (714) 4 72-3505 DATE BY DESCRIPTION APP 1D. DATE REVISIONS APPROVEO RCENO---- DATE ____ _ DESIGNED SCALE DRAWN DATE CHECKED JOB NUMBER PELICAN HIL.L ROAD CONSTRUCT/ON PHASING AND TRAFFIC HANDLING PLAN GENERAL NOTES Br DETAILS SHEET GI) I ()o ~ t ~ ------• ------------- PHA➔e. I CONST/2..UC1ION • PREPARED UNDER THE SUPERVISION OF ~'i),.,f-DATE 5-,J-11 HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 ,1:i\ lie rm an \!J kimmel and Associates TRAFFIC ENGINEE;.RING CONSULTANTS am IF\VINE AVENUE • SUITE 180 • il!EWPOF\T 8EACH,GALl~ORNIAUW~G (714)852-SS16• FAX(714)852-13857 0 E:X !ST/N(l CENTEJZUNE Af.lD EDctE.L!f/E:. 7k!AFFIC ST/2.!PINCl (OeTA//... '13") ,YP!CA/_ 7/2AFFIC FU>N e.XIS Tl;..Jq E. ,P, ©cie .l-'--© c /8 1-- 0 c ,a~ FHA 51::: 1 CO;-IST/2UCTION f../OTE:: S/e:,/-15 AT GOO' Ff?O;vt I/VTE.l2SEC1/0f-J Pef.../CAH HILL /Z.OAD A7 SAN.JCJAQUIN HILLS IZ.C>AO 0 PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS P.O. BOX19739 o 14725 ALTON PARKWAY, IRVINE,CAUFORNIA92718 (714) 472-3505 \ ___ , _________________ _ DATE BY I /2.. 4 7 / f'J. O.) = NO OI./HPINC3 t l()'ffiS TIES cBERT: EXISTING TO REMAIN SEE GENERAL NOTES SHEET e,3. PLACE OR INSTALL CONSTRUCTION TRAFFIC CONTROL SIGNS,. BARRICADES, CONES, FLAG TREE, OR FLASHING ARROW SIGN AS NOTED. EXACT LOCATION BY ORANGE COUNTY EMA INSPECTOR INSTALL NEW SIGN AND POST. ---------------------------------------------------------------· REMOVE AND SALVAGE SIGN AND POST. RELOCATE SIGN AND POST. 0 .124 7 ( fl. ,D, ) 1/2 0 3 inches on originol drawing Le.GE.HD 2 (j) ® PAINT TRAFFIC STRIPING, MARKINGS, AND ARROWS AS NOTED. CONTRACTOR MAY USE PREFABRICATED DETOUR GRADE TRAFFIC STRIPING TAPE IN LIEU OF PAINT FOR TEMPORARY CONDillON. SANDBLAST CONFLICTING TRAFFIC STRIPING, MARKINGS, AND ARROWS. REMOVE CONFLICITNG RAISED PAVEMENT MARKERS. PLACE CONSTRUCITON CONES AT 50 FOOT SPACING. PLACE TYPE II BARRICADE AT 100 FOOT SPACING. INSTALL C27, C30A OR C31A SIGN AT 300 FOOT SPACING. SEE DETAIL "A" SHEET W .• 0 ex 1'5Tlf.lG CE:NTE/ZL!f/c Af.lP e;06&LI/.JE T/i'.4/="'r/C BT/2IPIN4 (DE.TAIL "15'') P 71 f=,X/BTlf.lG FAVeHENT AND T/2.AV/33.LNAY PHABE l co;-/➔TIZLICT!ON 0 DESCRIPTION APP'D, DATE REVISIONS APPROVED ACE NO----- DATE ------ DESIGNED SCALE DRAWN DATE CHECKED JOB NUMBER DR.18(15819)-B Sheet 84 Ofl49 0 / ~ .• PEL/CA/\✓ HILL ROAD CONSTRUCTION PHASINO AND TRAFFIC HANDLING PLAN PHASE I TRAVELWAY R-5828-S SHEET 84 OF /4:J. • ~befl GBei11,.~illiam'P10st ® c';llssociates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX 19739 o 14725 ALTON PARKWAY, IRVINE,CALIFORNIA92718 (714) 472-3505 AMES McOONA DATE '4-d-A9 R,C.E, NO. 29 4 6 4 DATE BY DESCRIPTION REVISIONS APPROVED CITY ENGINEER RCE NO----- DATE FIELD BOOK SCALE APP'O. DATE DESIGNED DRAWN CHECKED DATE • R-5 PELICAN HILL ROAD SHEET 8~ A CONSTRUCTION PHASING .INDEX MAP OF /4~ D • P,REPARED UNDER THE SUPERVISION OF 'flt4_µ/1Ja-~< DATE ~--.1-(}'/ HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 fli\ 1-ferrn an 'i!J kirnrnel and Associates TRAFFIC ENGINEERING CONSUi:.. TANTS JJOOIFWIN~J\V~NI.IE • SUIT£ le0 • N~WPOAT tlEACIJ, C"-llFORNIII ~ (714) 852-9616• FAX (714) 852-8857 0 e.X/5T!NG E.P. -7".I~ -7r . • • "· ,,-.;,'/,'01/--,,,;,t,~ --------·· ----- • ~fl CJJei11.,'William'Prost c®, c:::';)lssociates PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS . P.0.80X19739 • 14725 ALTON PARKWAY, IAVINE,CALIFORNIA92718 (714) 472•3505 0 /2. 2G S ex1sT/NG CE.NTE/2/...!NE ANP f':D4£:L!NE TRAFFIC STRIP/HG (DETAIL "8") 0ATE BY DESCRIPTION REVISIONS APP'O. DATE APPROVED I ' I NOTES IBIS SHEET: I i I I l[fil= I \CD 2 J?;XISTING TO REMAIN SEE GEHERAL NOTES SHEET e,:3 ' PLACE. OR INSTALL CONSTRUCTION TRAFFIC CONTROL SIGNS, BARRICADES, CONES, FLAG TREE, OR FLASHING ARROW SIGN AS NOTED. ·EXACT LOCATION BY ORANGE COUNTY EMA INSPECTOR. INSTALL NEW SIGN AND POST. REMOVE AND SALVAGE SIGN AND POST. RELOCATE SIGN AND POST. PAINT TRAFFIC STRIPING, MARKINGS, AND ARROWS AS NOTED. ·CONTRACTOR MAY USE PREFABRICATED DETOUR GRADE TRAFFIC STRIPING TAPE IN LIEU OF PAINT FOR TEMPORARY CONDffiON. SANDBLAST CONFLICTING TRAFF1C STRIPING, MARKINGS, AND ARROWS. REMOV.E CONFLICTING RAISED PAVEMENT MARKERS. PLACE CONSTRUCTION CONES AT 50 FOOT SPACING. PLACE TYPE II BARRICADE AT 100 FOOT SPACING. INSTALL C27, C30A,OR C31A SIGN AT 300 FOOT SPACING. SEE DETAIL "A" SHEET BS. 1/2 0 2 3 inches on original drawing L/=.C,6NO I I v 71 EX!S77f.16 RtlVEMENT ANP TF-AVE.Lf-/AY PHASE 1 COt/STl<LJCTIC>N (j)R47(f/.D.) DR. 18(15819)-B Sheet 85 Ofl49 TYFICA L Tf?AFFIC FL.ON PELICAN HILL ROAD CONSTRUCT/ON PHASING AND SHEET RCE NO----TRAFFIC HANDLING PLAN OATE _____ _ DESIGNED SCALE PHASE I TRAVEL WAY DRAWN DATE CHECKED JOB NUMBER or. l • PREPARED UNgl;R THE SUPERVISION OF ~ ~•t ';:.J ..t-DATE J "J •i, f HILBERT WILLIAM DICKSON, A.C.E. NO. 19417 1li\ 1-jerman \Y Kimmel and Associates TRAFFIC ENGINEERING CONSULTANTS @] E><!ST!H& Cl=NTE/2.L/Ne AHO e:.OGEL!HE. T/2.AFFIC- 01!2.f f'/Ho (DETAIL-"8") 0 £47 {f-1.0.) ~300 lliVINE AVENUE • SUITE !&l • NEWPOFff BEACH, CALIFOHNI ... n\IBO (714) 852-0016 • FAX (714) 852-8857 eX:l5T!f.it!; E. f? @rso·o.c. I, @ C/8__/ @N5CJ r;;i @ R2 (55) ~ IZZ<i,9 Rzoe,{3TOHS)~ TYFICAL-T/ZAFF/C--FLOJ,--1 ~) ----0 "SIGNAL 0 /2.47 (H.O.) 2. /A/41 0 • ,:,'~\f"' y el'-. df)'--_ __:::::,,,,-e.Y!ST!t-lC, /HF/<OVE.HE.NTS BY C /1y' OF !R. Vfi-JE-Ff20JECT /JO. 88-MC-0499 D/5TA!L-2/ 8 ® /2.G,/ -1"-rl (TO BA!Z/2./CAOE.) AHEAD" LE-GE.HD CJ?.qbert CJJei11,,WilliamP11>st ® c'jlssociates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX 19739 o 14725 ALTON PARKWAY, IRVINE,CAUFOANIA92718 {714) 4 72-3505 DATE BY DESCRIPTION APP'O. DATE REVISIONS I I 1/2 0 NOTES THIS SHEET: [fil= EXISTING TO REMAIN 0 , SEE GENERAL NOTES SHEET 83 . 0 PLACE OR INSTALL CONSTRUCTION TRAFF1C CONTROL SIGNS, BARRICADES, CONES, FLAG TREE, OR FLASHING ARROW SIGN AS . NOTED. EXACT LOCATION BY ORANGE COUNTY EMA INSPECTOR. 0 INSTALL NEW SIGN AND POST. 0 REMOVE AND SALVAGE SIGN AND POST. 0 RELOCATE SIGN AND POST. 0 . PAINT TRAFFIC STRIPING, MARKINGS, AND ARROWS AS Non:;D. (j) 0 ----~-· 0 CONTRACTOR MAY USE PREFABRICATED DETOUR GRADE TRAFFIC STRIPING TAPE IN LIEU OF PAINT FOR TEMPORARY CONDillON. SANDBLAST CONFLICTING TRAFFIC STRIPING, MARKINGS, AND ARROWS. REMOVE CONFLICTING RAISED PAVEMENT MARKERS. PLACE CONSTRUCTION CONES AT 50 FOOT SPACING. PLACE TYPE II BARRICADE AT 100 FOOT SPACING. INSTALL C27, C3QA OR C31A SIGN • AT 300 FOOT SPACING. SEE DETAIL "A" SHEET 6'?. CLOSE FREE RIGHT TURN LANE WITH TYPE III BARRICADE AND CZ SIGN,. BETWEEN 10:00 AM TO 2:00 PM,. UNTIL ADEQUATE NEW CONSTRUCTION IS COMPLETE TO TAPER 4" WHITE SHOWN ON THE PLAN. 2 3 inches on original drawing LEC,E.ND IZ;J IX ><l eX/STff./C, /7',V6NE=NT A;JO TRAVf=L/,JAY PHASE: 1 COJ-.ISTR.UCT/ON DR.18(15819)-B Sheet 86 Qffl49 ~ eX!:31JH6 CENTE./2/..-IHE. AND E.O<:,EL../H/3 TPAFFIC STIZ!f'IHCt (OJ5TAIL.. "8") -APPROVED RC~NO---- OATE ____ _ DESIGNED SCALE DRAWN DATE CHECKED JOB NUMBER PELICAN HILL ROAD CONSTRUCT/ON PHASING AND TRAFFIC PHASE HANDLING PLAN I TRAVELWAY SHEET I I I -·-.... ,- ·t"""' -f--· .. , ... , .. -· - ::.--.-_ .-.. ~-....... ...::.... ------,--- L__··--i=:·--.~ ........ . 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"""'I •• ·:, ·-· .... ,, -.1· .... ,. -----: _-. ::.::.-_:.t ~f'e'_:_ --::':_ ---,, __ .. _- ...... , --- ---:---: ___ .. ,l ····,· -----::.:. ...... , -- - - "'· ... _ .. ··t:: - ,_ .. --·--I _,... -:·_ -.... --.. ,. -~----,.-i--,:,,--,:~ : .. 1 -.:.,.:: ..... -·., ------' 1------+----,---. , __ -.. ,. ·!-" ---·---r = --·--I ----. ---, . -......... ........ , '.:· .... ....... ... ·--·-· ___ ,_ .... ----+-----····-_· =I ---,--····---·. -_· --- 0 FINAL STRUCTURAL SECTION rOR PIIAS£-1 TEMPORAR y A.C. PAV£Mt::NT FOR PHASE· 1A TRAVEL WAY TRAV£LWAY --·--+--····-+-- • -!-"" -____:.__l_ --:··.T ....... ,, ---·--- ..... -_ ·::::..::--------=j::: __ -• :cc -.--\-:~ ----~ :'. -=:·""' c ·--··1 ... :.r ,I_ .... - " • --ll ' .. ---__ ,_ ... L ' - ..... ---------. - -I ' ------:_ --. -_ ...... ,.-_:-= : __ ___,_.-_;·:_ I _ ., __ --. ·-, .... """"·" ...... ,. I'". 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' ··;:-:-;,-~·--: ... _:::: ___ ---:·. _:-..::. ·: = ;22_· --1---- CJt!befl CJJei17.,CWilliam'P10st ® c§J.ssociates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O.BOX 19739 • 14725 ALTON PARKWAY, IRVINE,CAUFORNIA92718 (714) 472-3505 I""'"·-• _.....J ___ _ • ..... =r_--_-,-' . .. --., ·--1 -··- ".. . ..... ' ..... , --- DATE BY ....... ,j --:.:i=_----+ • _-_ ----/-.. ,, .. ,,_ ----I"""' ., .. ,. -- -··-·---·-·-.. ----•. "'"" "' ·-- ·-.... 'j": .. --1···-- :: := :: : -1-_,_ -J_ ----:. .: • :. .. : -, - --·--, . .... :, __ '."_ __ .... , ...... _. \-.. - .... ,.. .. ... _ ... _ ; --· . -.... :,. -' "'.,. ..... _ .... - _,. .... ,, .. __ ,. ... "· ... , "·"" ,, ... ,., .. __ ,_ .. ,. " .... __ , -t---:: . :. ---.:_:_-~.: ... • ---• ---......... --- .. ::.:..J.1m ... --::·::: -I--- -..... , ' -_ ..... , -----,---- I·'" _,,. ____ ,. . . . .. 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',- I: ··.:::;:.::::: "'"" -........ --... ::::r:--.-·.-. , ...... , .. ·------ APPROVED RCENO----- OATE FIELD BOOK SCALE _ .... - j --·-·-... ,. "'t .... ' ----. - - ---- ---i----,- _ ........... _ ... _ ........ --·-·· ·_ ~ , .... 1, ........ ----------' --'. -+ .... ·--+-·. ---.... --__:_: " "' ...::::: - =-t:.: .. ::: _--.. -- •--.. . ... -... ---I"' , __ , .... - PELICAN HILL ROAD CONSTRUCTION PHASING AND TRAFFIC HANDLING FOR ----····- -__ :_:_·-.. , .. -. -·· - - I --- ---+- ....... .' . .'.", .... , -:: ... i:.--- ." :.._ \ . _, ----r--· ---- ----· •· . ---·""· _,_ .. _, _,_, __ - --i-----·---+-··-- . .... ..., __ -· .. -r ........ . -- -----,-- __:_: ,..,. • --·· SHEET 87 DESCRIPTION APP'D. DATE DESIGNED DRAWN PHASE-I CROSSOVER DETAIL STA Bt-80 6/ TO STA. 20+00,00 BONITA .CANYON ROAD CONNECTION REVISIONS CHECKED DATE D • ---- - =r -. -·-...... -· ------------------·--·-·-··-· . --- - -- - ------------------------ ·--·- ·-· ·-·- .. ---.. ---r------le-. -- - =: • ·-·-::::__-__ .--=..-.-=-... 1=-----:_ ::: ::. -. t-" :::' ::c··_ -~-c_·_ f ··-... -·· -· --· -.. --------·----·---.• . --•.-f'= :. ---·_..::;-· j_"--- 1[i='f="",,-=EEJE±c++-=c -.. . ~ ' --" -. ·----~ _ _, ----··--. . ·--· -- CHECKED JOB NUMBER ~ -I --.,_,-..;-:zz . ·-..... .,. OF ___:/,_'4;:_::_'::J __ ne ,; rg 3/" ·-,. ~ - -9- .., ' ~ j'· :Q, "'> v·-.di 1 --Y; ii ,I> "') Q q C. ,? --~ .., -,-::,. ~ ~ ·, i' 4J -C• ?v ~ o~, \ N oo c/) oo I <>J 1 .. , v· ,_'it ~ .. , .. , ~ '• ;; J) -c ----~ ,. -') c:r ~ -:-'"1 ;, v) (J 2 .....,, ,:;) 'l ~ ~ fc1 " ~) ( I-;?, !\ -~::-, ~ ~~ . 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'<:! c.\ V\~ 'o"c.,\~'\t\J\ \-\\\\ 'oC)'\t\) 01-. ~ ZHEE.L 0 I I' I ~ Co ~ ~ J a!_ 1 ~ i (.,: Qi J~ 1§ I} 0 J I ii 112420 j'!')Ef>,ARED UNDER THE SUPERVISION OF 'Jll{PrT,,;.(I fJ..vt DATE S•:J· 8,f HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 l(i'\ Herman \!) kimmel and Associates TRAFFIC ENGINEERING CON.SUL TANTS 33001Rl/l~C AVENUE • SUITE 180 • NfWPOITT BEACH, CA~IFORNIA 92660 (714) 852•8616 • FAX {714) 852-ll857 ,., \Ji \)_ TYPt?A L-,fZA i=Ftc. rt-o;,.J 0 ~fl CfJei11,,CWilliamPtbst '8J. c!:Associates • PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS P.O. BOX19739 • 14725ALTON PARKWAY, IRVINE,CALIFO-ANIA92718 (714)472-3505 J ' DATE BY @) EX/STING C!=NTe!ZL.!NE AND E'.OCiE.Llf/E TIZAP/"'IC. :5T/2./P/NCir (DETA I/... Ub") 1/2 0 3 inches on original drawing /....E=(ie.t-{t) 2 17 71 c><IST!H<J PAVE HENT A/-.I07/2AV,EL.NAY PHASE:. ·IA COH61;?JJC-T!ON 0 RECOMMENDED FOR SIGNATURE ORAWN SCALE DESCRIPTION APP1D. DATE DESIGNED JOB NUMBER REVISIONS CHECKED DATE NOTES IBIS SHEET: 0) 0 G) 0 (j) 0 EXISTING TO REMAIN SEE GENERAL NOTES SHEET 83 --- PLACE OR INSTALL CONSTRUCTION TRAFFIC CONTROL SIGNS, BARRICADES, CONES, FLAG TREE, OR FLASHING ARROW SIGN AS NOTED. EXACT LOCATION BY ORANGE COUNTY EMA INSPECTOR. INSTALL NEW SIGN AND POST. REMOVE AND SALVAGE SIGN AND POST. RELOCATE SIGN AND POST. PAINT TRAFFIC STRIPING,'MARKINGS, AND ARROWS AS NOTED. CONTRACTOR MAY USE PREFABRICATED DETOUR GRADE TRAFFIC STRIPING TAPE IN LIEU OF PAINT FOR TEMPORARY CONDffiON. SANDBLAST CONFLICT,NG TRAFFIC STRIPING, MARKINGS, AND ARROWS. REMOVE CONFLICTING RAISED PAVEMENT MARKERS. PLACE CONSTRUCTION CONES AT 50 FOOT SPACING. PLACE TYPE II BARRICADE AT 100 FOOT SPACING. INSTALL C27, C30A OR C31A SIGN AT 300 FOOT SPACING. SEE DETAIL "A" SHEET .SS . CONSTRUCTION IN THIS AREA MAY BEGIN SATURDAY EVENING, AND MUST BE COMPLETED BY MONDAY MORNING. COYOTE CANYON ROAD MUST BE OPEN MONDAY THRU SATURDAY. I DR,18(15819)-B Sheet 91 Of 149 -•• .~-. -• • •·•"-.:C--• .a , ......-· -,.,-.._. PELICAN HILL ROAD CONSTRUCTION PHASING AND TRAFFIC HANDLING PLAN PHASE IA TRAVEL WAY SHEET 9/ /4qj OF _____ _ I C') I C)O ~ Oo V) l l)£'. 3 <:Q ~ ~~ l ::;::! lf V5 0 PREPARED UNDER THE SUPERVISION OF ~DATE 7-7-!f'j HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 ~ .If. /IDl-ferman \!} kimmel and Associates TRAFFIC ENGINEERING CONSULTANTS ~300 IAVINE AVENUE • SUITE \SO• tHiWPOAT BEACH, CALIFORNIA 92660 {714) 852•0616 • FAX (714) 852-8857 ' 0) 0 z 8 COHFLEITl=P /2.0ADHAY Fl==J2.. PHAS/e. 1 SH!Sf;.TS/55 ANO B~ 2 @ i cr I• 'I 0 ~· 0 G/(obefl CJJeiq,CWilliam'P11>St ® c'}llssociates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX19739 • 14725 ALTON PARKWAY, IAVINE,CALIFORNIA92718 <714) 472-3505 0 SEE DETAIL "A" @) SEc DElAIL "13" DATE BY DESCRIPTION REVISIONS APP'D. DATE NOTES THIS SHEET: G) 0 0 0 (j) 0 EXISTING TO REMAIN SEE GENERAL NOTES SHEET 83 PLACE OR INSTALL CONSTRUCTION TRAFFIC CONTROL SIGNS, BARRICADES, CONES, FLAG TREE, OR FLASHING ARROW SIGN AS NOTED. EXACT LOCATION BY ORANGE COUNTY EMA INSPECTOR. INSTALL NEW SIGN AND POST. REMOVE AND SALVAGE SIGN AND POST. RELOCATE SIGN AND POST. PAINT TRAFFIC STRIPING, MARKINGS, AND ARROWS AS NOTED. CONTRACTOR MAY USE PREFABRICATED DETOUR GRADE TRAFFIC STRIPING TAPE IN LIEU OF PAINT FOR TEMPORARY CONDITTON. SANDBLAST CONFLICTING TRAFFIC STRIPING, MARKINGS, AND ARROWS. REMOVE CONFLICTING RAISED PAVEMENT MARKERS. PLACE CONSTRUCTION CONES AT $0 FOOT SPACING. PLACE TYPE II BARRICADE AT 100 FOOT SPACING. INSTALL C27, C30A OR C31A SIGN AT 300 FOOT SPACING. SEE DETAIL "A" SHEET .B3 . COJvTPLcTE.O !ZOADNAY t"e.1< PHA-6 e -r TYPICAL 7!2AFFIC t=LO/,J S!--/!E£TS 85 AND88 0 1/2 0 3 inches on original drawing Lf;.§EHD 2 17 ZI i=;X'/STIN4 P,4vSHl=t/T AND T/2.AV!=Lf,./Ay PHAS £-t4 cot-/ST/2LJCTION DR.18(15819)-B Sheet 92 Of 149 FHA'3 £3. -1 A Tf2-AV1'3-L t,./AY COHTit-llJIE=S ON £3>< 1e,,tf-lG FAVf3:.M f=it-l T f"E::.f2 s1-1e.eT 8"' [·---.. ------, ...... !""'--~ ,-,.•,_..,,,,,..."c,-..,,.,, - - (l -•• 1\ d 11 r"'. re -~ '. • '"' • 11 . . , 1., , !, i ~ t1 l'. c. s;. __ :, • _ :.-11 t'. '. • f . ,11 0 ..,_,,,,.'wa .. ,.,,..,,I;!!:_,....,,-_., • ...,_. : --. --·-~~.,-. -'-~-.;-'• ,,, .. ' 'I I ! -____ ,_.,,,,,, . · .. · ···-····--·~'1 ~-·s ~-•···"•·~---~• APPROVED RCE NO----- DATE _____ _ FIELD BOOK SC ALE DESIGNED DRAWN CHECKED DATE PELICAN HILL ROAD CONSTRUCTION PHASING AND TRAFFIC HANDLING PLAN PHASE IA TRAVELWAY f(-56.2P-~ SHEET 9:Z. OF /4q'} .• v.AJZ -.• t . . .. , ..... -•-· ~I ·-t--- :.1.=: - :i.::..:: ' .. -,-:. :(_-::--· -j ·-=-- --::-· := +~~ - __ ,_ __ /~-[6<:)'/i<~·;ifA/4 F,;,4~~ (2.0.-(1141/j, _....-" ' .i-:'. •02=;.· .... , ... : :·::.:.:=.-::.-·'" .:.., ... .,,...,.,.== ·==-:~; .- ;o-···. • t 721 I I PZd B' ,,:" ----.,----------~--. ,--·· -.:~ . J~~ :"• ·-' ·-'<... ' "",; -~ -::::::::.=-::. ,,-::7LL .-c-/·--,1--/ ~ ~j / ' ,,,o N.<J?-,,, -p ,3,X773:Jl:JI _,_ --,J "----, '-ti'! ,,. ,, Zef. .;J;.~,.,-,,,;1JrTS" . , ~ ···, : , ,~i<fe , -peR S = , \ µv · f.' \ "" .___ reMrVl'f-e.r.w. , (1"1'1_'Z7'?1#f'~& • " / iee I ,,,;----7 ·. C0/4./Sr.' l"'e"R ?MSc -.f j 'jj3,>i/"7'1' "-'.~T ~ _ ___ . ~ e, , -···t--, ·-)( --X?" A/1¢,iJ;,4}'\lt..._· ., ___ /"":·---,~,,.,' /" II --i \\) ~ • ' ' >, [t;,~ "C\'/5[ F&V~E ''' ' "1~ ~ . ,, ··• l\?.s~~ .. / 'I I C.EGe,1./0 P/IASc:"-.t. COMPLc"TeO .STR_t.lCTt.lR'AL ScCT7o,U Ft.c.lAL STRl/CTU/<:4L SeCTro,U Pc!'( Ph'ASe .LA TcMPORA/q"' A.C. PAVe,UetJr T !<?A Vet.I.I/AV -\\I ~ ::i / ' --~,,t::~::::-- , '\il\i} • ----~~--·-' ' -- + ·-.-..----~-, ;G _::..:;;.,,~. ' '\"•. I ' "'~-- -, :·::-::;/:·~~, -: <::~'..,' ,S:Je·,;,.L \ I I I ·;, ... • r ' / : ~ CJJeil/,,'Willia.m'Prost c® c!Jlssocia.tes PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX 19739 • 14725 ALTON PARKWAY,lRVINE,CALIFORNIA92718 (714)472-3505 DATE BY DESCRIPTION APP'D. DATE REVISIONS ---·--• '-----·::!= APPROVED ACENO----- DATE ______ _ FIELD BOOK SCALE DESIGNED DRAWN CHECKED DATE ''' '' ·:1:· ' '"C'' .r: .. -.:· • ·, ·.·•:= : ... ·c:'. 'cl 1·.c ..... • PELICAN HILL ROAD CONSTRl,JCTION PHASING ANO TRAFFIC HA1NOLING FOR PHASE-IA CROSSOVER DETAIL STA. 8+80.6I TO STA. 20.-00.00 BONITA CANYON ROAD CONNECTION Dt. 1ft' --·----- PHASe-..1.A SHEET , f ' I -- CCC .. cf c-:_ _:_-· _ , ,£"c'c- -- -- -- ~ r ' • - --• .. __ , __ -- ---1-- -- . -- -- -=t ·r -- -- r -- r -- -- -- . , :--~ r ~fl CJJeit/,,William'P11Jst ~ c';llssociates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX19739 • 14725 ALTON PARKWAY, IAV!NE, CALIFORNIA92718 (714)472-3505 _ DAT!:' ( ,_ -' -- -" ---------' r----• • ' ----- . r· -- - - ---r --·": ...... L. _,,_,, ___ ,_ + ------i---__., ··-. - r ----- ---........- C -- 1----- --···-···1· -< ----._ "~' --~-~= ~--····- -~f~~~----··-----_,_ ----·---------' • ----·---- --_ §~:_ ------■-::-_ ---- --. '6-- ~--~---- +-- ----- '' I - ---.+------,- ... ,_-_ . .:....:..:..:..-·-i'.-.--- APPROVED RCENO----- DATE _____ _ FIELD BOOK SCALE ~ ' r· -------.. - -----+----• ---- ... ""' --1-• -r ---·--------- r --~-- .c,1 ••·• . .. . . ---.. PELICAN HILL ROAD CONSTRUCT/ON PHASING ANO TRAFFIC HA NOL ING FOR PHASE-IA CROSSOVER DETAIL STA. 243+5000 TO STA. 2 70+00. SHEET /4'8 OF _____ _ ll----t--+----------------f---f----t---D-E-SI-GN_E_D--+-O-R_A_W_N---11----------------------..,,;,.,.-,.' c.,(-.,..,,..--,iit-----~-------t DATE BY DESCRIPTION APP'D. DATE REVISIONS CHECKED DATE I ti) I <;>o cJ ~ I Q/. ! ' ' ~ -h: ~ ~: ~~ ~~ < j \ ' \ ' \ ---•·-----··------··- -.;::--.. :7?.' . ------··--·----.,. ----"1 -_..~~: - ·,,._ • ,, ' 0 ', \ ➔ I I I \ \ \ \ \\ \ I \ COMl"'l..ETEO t;;;Tl<!,UCTlJAAL SECTION, -rlNAL S T/t:l.l.JCTLl/e.AL Bl!:C.TION l""O/fl. PHASE-!A \ \ I , ' I\' I . I , ' ' ' \' \ \ I o/ I I "I " - - ) / CJ{_obet1 CJJei11.,'William'Ptost ® c':}lssociates PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS P.O. BOX 19739 • 14725 ALTON PARKWAY, !RV1NE,CALIFOAN1A92718 (714) 472-3505 ~'A? '" DATE BY ····~ .. -..... -· ~r···-, --' . -. ----:··r----:--·:·· :. -' ---- OESCRIPTION REVISIONS < \ -. );•~= _ ;,4:(;~S~T/;~ ---:,., -······--·-·'. ;,.'.,_ ----~ ·-.· -· - APP'O. DATE APPROVED ,, _:,~::;_.j// CITY ENGINEER RCENO----- DATE FIELD BOOK SCALE DESIGNED DRAWN CHECKED DATE / PELICAN HILL ROAD CONSTRUCT/ON PHASING AND TRAFFIC HANDLING FOR PHASE-IA CROSSOVER DETAIL STA.270+0000 TO STA.306r00.00 I \ SHEET OF l!S'-~ ~ '-.I) ~ 0 tsS ~ 1t ·-j1 J~ fl f.='F ---F5 ...:.:1 ~ '1) I ~ (.)o V) I ~ 'i ~ ~ ds-J. 1~ 1~ ~~ < _s'. t j • PREPARED UNDER THE SUPERVISION OF U()(,;f'Jl,tt .. .'::)4 .. I, DATE p_./',.., ~ f HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 r!i\ 1-ferman \jl kimmel and Associates TRAFFIC ENGINEERING CONSULTANTS 3300 IRVlt-lE ..,VENUE • SUITE 180 • NEWPORT BEA.CH, CALIFORNIA g2660 (714) 852-8616 • FAX (714) 852•8857 700059 70tJ59I DE.TAIi--"8'" ® DETAIi.-''.A" @DETAIL ''f'>" (0~ •• / (~"j ,fµ 11,; TYPICA /.. T/ZAFFIC FJ..C>JJ--:1,co/', '---'":vi~~ I 1.i,· @) DETAIi--:2/ ( 1 A P E:.f2) ------- ~1/, 0 :"0...-,; ; ;( /pi y '"~-'.~~ ::i;,' -· --+-"~"i;-;!;,. ......~ ...;.,»-.._::,>--~ G <c;" . ...,, Q ~befl CJJeiTL,CWilliam'Prost r:& c!;ll.ssociates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX 19739 • 14725ALTON PARKWAY, IRVINE,CALIFOANIA92718 (7141472-3505 0 1/2 0 3 inches on original drawing Lt=q!=HD 2 I v 71 eX/STlf-.lC/ PAVE=.r-f£;f-lT ANPTf2AVt=t....hJ4Y f'HASG-2. CONGTRUCT/ot-1 • APPROVED RCE NO----- DATE _____ _ FJELD BOOK SCALE NOTES THIS SHEET: 0 0 0 0 EXISTING TO REMAIN SEE GENERAL NOTES SHEET c3? PLACE OR INSTALL CONSTRUCTION TRAFFIC CONTROL SIGNS, BARRICADES, CONES, FLAG TREE, OR FLASHING ARROW SIGN AS NOTED. EXACT LOCATION BY ORANGE COUNTY EMA INSPECTOR. INSTALL NEW SIGN AND POST. REMOVE AND SALVAGE SIGN AND POST. RELOCATE SIGN AND POST. PAINT TRAFFIC STRIPING, MARKINGS, AND ARROWS AS NOTED. CONTRACTOR MAY USE PREFABRICATED DETOUR GRADE TRAFFIC STRIPING TAPE lN LIEU OF PAINT FOR TEMPORARY CONDffiON. SANDBLAST CONFLICTING TRAFFIC STRIPING, MARKINGS, AND ARROWS. REMOVE CONFLICTING RAISED PAVEMENT MARKERS. PLACE CONS"L'RUCTION CONES AT 50 FOOT SPACING. PLACE TYPE IT BARRICADE AT 100 FOOT SPACING. INSTALL C27, C30A OR C31A SIGN AT 300 FOOT SPACING. SEE DETAIL "A" SHEET 83 . - SeE Of= 7:411-- TYPICAi--T!ZAFFIC Fl.OH DR.J8(!53J9)-B Sheet 96 Of 149 • PELICAN HILL ROAD CONSTRUCTION PHASING ANO TRAFFIC HANOL!NG PLAN PHASE 2 SHEET OF /4g TRAVELWAY 11-----t---t------------------t-----1--....----,---------j--------jr-------------- D ES I G NED DATE BY DESCRIPTION APP1D. DATE. DRAWN REVISIONS CHECKED DATE • -I:. T'(PICA/-1/2AFrlC. FLO/,-/ .JlR_!cP ~ED LJNDER THE SUPERVISION OF ~~ DATE ~--J-~f HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 ~Herman IS l<immel and Associates TRAFFIC ENGINEEAING CONSULTANTS 3300 IR'IIIN.EIIVENUE • SUITE IM• NEWf'ORT 6€:ACH, OAUFORNlll92G60 (714) 852-$$16 • FAX (714) 852•8857 0 .-; ......... /~ .. -~ -~ "' ;_::;-~ "' No. I TYPICAL-TIZAFF/C PLO/,-/ Z SE!=-pe TAIL ''A" 0 ~ert ~i1f,,CW'illiam'Prost ® c';llssociates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX19739 o 14725ALTON PARKWAY, IRVINE,CALIFORNIA92718 1714) 4 72-3505 4. Tl<AVELNAY 8 0 0 SE.E DETAIL 1'.A" @ ee.E. DETAIL "f:>" DATE BY DESCRIPTION REVISIONS (,) I I 0 APP'D. DATE APPROVED ' ' I ' I I ' I I () I NOTES THIS SBEET: 00= 0 G) G) 0 0 . 0 0 © EXISTING TO REMAIN SEE GENERAL NOTES SHEET 83 ' PLACE OR •INSTALL CONSTRUCI1ON TRAFFIC CONTROL SIGNS, BARRICADES, CQNES, FLAG TREE, OR FLASHING ARROW SIGN AS NOTED. EXACT.LOCATION BY ORANGE COUNTY EMA INSPECTOR. .. INSTALL NEW SIG!,/ AND POST. REMOVE AND SALVAGE SIGN AND POST. RELOCATE SIGN AND POST . PAINT TRAFFIC STRIPING, MARKINGS, AND ARROWS AS NOTED. CONTRACTOR MAY USE PREFABRICATED DETOUR GRADE TRAFFIC STRIPING TAPE IN LIEU OF PAINT FOR TEMPORARY CONDffiON. SANDBLAST CONFLlCI1NG TRAFFIC STRIPING, MARKINGS, AND ARROWS. REMOVE CONFLICTING RAISED PAVEMENT MARKERS. PLACE CONSTRUCI1ON CONES AT 50 FOOT SPACING. PLACE TYPE II BARRICADE AT 100 FOOT SPACING. INSTALL C27, C30A OR C31A SIGN AT 300 FOOT SPAONG. SEE DETAIL "A:' SHEET 53 . TYPICAL T/2ArFIC Pt..OW 8 I 1/2 0 2 paw ~-➔ ;; z , ~ 3 inch~~w'on original drawing • Leq!3NO i//1 EYIST/Nt::i F/4VEHE3NT ANP T!ZAVELWAY PHASE -z CONSTRUCT/ON TYPICAL TR.A FFIC Fi--01--/ . •· ~-'"-··,; ;,;.;.;: --.. -,_. - DR.18(15819)-B Sheet97 Of 149 L::===========..! PELICAN HILL ROAD SHEET 97 RCENO----- CONSTRUCTION PHASING AND DATE _____ _ TRAFFIC HANDLING PLAN FIELD BOOK SCALE PHASE 2 TRAVELWAY OF DESIGNED DRAWN CHECKED DATE • \ .. ".~~PARED UNDER THE SUPERV/SK)N OF ft/1,W( 1,/.tl,,.... =;j,,,..,._. DATE 5° • 'J • fi},'f HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 ~I-Jerman 1.51 kimmel and Associates TRAFFIC ENGINEERING CONSULTANTS 3300 IRVINEAVENUE • SUITE ,oo • NEWPORT BEACH, C:AUfORNIA gz(;GO 1714) as2.as1s • FAX (7141 852-88~7 TYPICAL Tl2AFFIC. Ft-ON [II SIGNAL A/./EA 0 @50'0.C. @ 81:=-E OeTAIL "A'' @ -seeOErAIL 118" 1 TYPICAL TRAFFIC FLON TYPICAL TRAFFIC FLOJ.,,I • CJt!bert GJJeiq,CWilliam'Prost (Jj2, d31issociates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX19739 • 14725ALTON PARKWAY, IRVINE,CALIFOANIA92718 1714) 4 72-3505 DATE BY DESCRIPTION REVISIONS OE:.7AJL.. 'A" 01:=-TA!t... 11(?'1 APP'D. DATE NOTES TI-llS SHEET: G) 0 0 0 (j) ® EXISTING TO REMAIN SEE GENERAL NOTES SHEET 88 PLACE OR INSTALL CONSTRUCTION TRAFFIC CONTROL SIGNS, BARRICADES, CONES, FLAG TREE, OR FLASHING ARROW SIGN AS NOTED. EXACT LOCATION BY ORANGE COUNTY EMA INSPECTOR. INSTALL NEW SIGN AND POST. REMOVE AND SALVAGE SIGN AND POST. RELOCATE SIGN AND POST. PAINT TRAFFIC STRIPING, MARKINQS, AND ARROWS AS NOTED. CONTRACTOR MAY USE PREFABRICATED DETOUR GRADE TRAFFIC STRIPING TAPE IN LIEU OF PAINT FOR TEMPORARY CONDffiON. SANDBLAST CONFLICTING TRAFFIC STRIPING, MARKINGS, AND ARROWS. REMOVE CONFLICTING RAISED PAVEMENT MARKERS. PLACE CONSTRUCTION CONES AT 50 FOOT SPACING. PLACE TYPE II BARRICADE AT 100 FOOT SPACING. INSTALL C27, C30A OR C31A SIGN AT 300 FOOT SPACING. SEE DETAIL "A" SHEET t!!>'?! . 1/2 0 2 3 inches on original drawing LEqE.NfJ IZZI E:Y!ST/;../q f;4VEM/ENT ANP TRAVELHAY PHA'S/i'! Z COt-l5Tf<l/CTIOf.J DR.18(15819) B Sheet 98 Of 149 • APPROVED RCENO----- DATE _____ _ JOB NUMBER SCALE DESIGNED DRAWN CHECKED DATE • PELICAN HILL ROAD CONSTRUCTION PHASING AND TRAFFIC PHASE HANDLING PLAN 2 TRAVELWAY SHEET 98 I -1-- r Z ZJ I . -----· --· ---· --;--·---•• i ff? .. ~AS T.A?"AVi!!!f<;: - 1/ ~~~g,!: -~-- ___ ---\ \ ---'-_____ -- ~ • -----·-------· ---!---- -I= -; ___ _ t-··--- t· ·_:_ :···:.:. 1 -=+:==t=+_=_:c-t-=:t·~~ •• ----~--+--: . ------- - t --.:.... i _:: + -:___:;' / / I / -------- ·-· -·--' / Sr. /<5-'IW---:;;,- " ---t:',_ -,--,--r~c_;c=_:=:-+c::-=_:c. __ ;•-=Fc+'---'F •• ,- --··-. --:·~---· -// ' ' ' I ' ' / / -I _,," ·---·---. --·--· ----· - -----;---· / ~bert CJJei11.,'William'Ptbst && d;llssociates PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX19739 • 14725ALTON PARKWAY, IRVINE,CALIFORNIA92718 (714) 4 72-3505 DATE BY ' --, --------· --···-·----.. -----· -. ---, ---•:--,cc_: - --1= -,J:-_J,::-•-· --2::! ' -----~ -. _, --: ---· -----·-·-----;-- i'i"" t "~~ ~ ~',// / ' ' -,;;'?/ia\;';""1.,;c C,!",./'. 57,2} • ". I / L!Zt-.§5!4.s.e, ~ ' -----CC Y/ ,,· "--~ --:----~- • ·,:,,,.,,,.1, • -=---=--== -~~ APPROVED IICE NO----- DATE _____ _ FIELD BOOK SCALE DESCRIPTION APP'O. DATE DESIGNED DRAWN REVISIONS CHECKED DATE "' ----, -Ii ~-"~ '\ ' " . . ~-. -_--~-~--.. " --. ,-----,--- ... -=.-.-= 1:=· ------ ----------- -- ~rA~¾~ PELICAN HILL ROAD CONSTRUCT/ON PHASING AND TRAFFIC HANDLING FOR PHASE-2 CROSSOVER DETAIL STA. 8-1'80.6I TO STA. 20+oaoo BONITA CANYON ROAD CONNECTION • If ' . ; •' •. I I ••• ,r,o . -"-c"'\rl--\ -', %"-<''" • <\{)/ ' ', '· SHEET '9CJ' OF :~ .0 ·GB --s- I I I I I ti) I ':i e:; cil ~ i <£ j J ~ . cl tr-~ -" f J ----------. -- - - -- ZF' -- -,c " , 'ti -I / ~z'----:;.?""' ' / , / ~~----\ -, j· • =, -• .. :."7,t.' . I r7 ;:;;;,., AkF. ·, -i'.':f:':=•. -p?:L..-7 31:1>:V-.!::r. ,c ... : /~~ . . "' ---_, --~l .--· .·-::·· ~ ,• ,,{'.. ,, •. , .c, ' l11-40' ~ REVISIONS I I I / I . I • ; I CHECKED / / . // ,· • I \ SHEET IOCJ JOB NUMBER :::::::... 0 - --- .. . ' ---~~--~-~->>~~ -~---~ ' ' \ ,\ \ ' ' ' \,L.t:0i!FAIP \ -f""" •• ; --::·1 '. 0 -+ \ \ ' ,, --:--._ .,' ~-...... ,-, ••• ___ ------'-\/\/,4 ' ' ·~ -----' , ·-.. . ' 1 ' \ \ 1 \ \ \ '• ' \ ' \ \ \ \ \ fM~ -?h'AGe-/4' /A COMPLETE£> erRC/CTt:/RAL. \ ' \ -F/NAL., STRL/CTC/A"A,:::'.. GeCT/ON ,'=l::?R /o/'?'A0c=:-Z -"TRAVc:Lf'VAV \ \ 0 \ -> , h,' -~!· • ··,. • "', '>< <--:· \ . ~· •.'~ •. k.'" / \ \ \ \ / I ) I ' I r . CJ{obefl CJJei11.,'WilliamPtost ® c§lssociates PROFESSIONAL ENGi NEE RS, PLAN NE RS & SURVEYORS P.O. BOX 19739 • 14725 Al TON PARKWAY, IRVINE,CAUFOANIA92718 {714)472-3505 .... ··-·· .:"\,. =r-• ·-••---. -i-.. ..: ... --~ -· -. _. ='f~ ~· - - ·: -~ --! -: • -==~-;,+·;,.µ='=-+=i=4==c-ci='¾'=i=cf=f='c-J=+=F='-="==::=:ic=b=f-==~==t=1 . -... ,.. . r ----: ____ --- ,,_=±c==:=;ccc+-=1-==+=+==f=+=f==··•~J=J=:J::;:J==J=..gc~§g=+:-=q.:~~~=f-7'-'-¥----ff~=J.f-'+:c::i:c=:; =?c =-f=(~C:~~-f--j=~::""d' cl';==~::=; '"c-hbi=Tc'f:f-c" ?::If::g=~~tfjg~ DATE BY . . --r· +: j :c: -· =c .. ·.;=c+=ci==• .--·.·.-1-.·1·· c,···1c-. .-.-·., .¥ .. 1,. ·1 ·:r·:: . :·.-_-_7_-_-~,"_-_-_-:-r· . . --.. __ ,-. • -: l . =-r=••-•~t-.. :··1-:--.-: .. ;.: --~·:_"'=,==="· ~ ·:; ..:··· ' J • .1,--'!-' . • . ':-':-·::::-.... . J .. -' • ·<-:· " " -.• " -- DESCRIPTION REVISIONS DR.18(15819)-B Sheet 101 Of 149 APPROVEO RCENO----- DATE ______ _ FIELD BOOK SCALE APP'D. DATE DESIGNED DRAWN CHECKED DATE PELICAN HILL ROAD CONSTRUCT/ON PHASING AND TRAFFIC HANDLING FOR PHASE-2 CROSSOVER DETAIL STA.270+0QOO TO STA. 306t-OO.OO I SHEET /0/ OF • /4':!J '] r:!J J < i ~ --j J ... .:::s t:> ~ ..:;, Q,. ~ -~ -~ ""'S iii; --" --"' !J ~ - - . -----. ----{ -::- ·-· ·.:: .. ·:··-·~ E--f"'rtj¥f¥F+4=f=f~+:-4=.E.4=4~4==f.=-++~*~~¥ ..... fk :f/i~-/. =1;-=--(i~:) ~~. FINAL CONSTRUCTION COMPL£T£D f>l!R PHASE-1 PH,4,;ji:...J C,ONSiRUCT/011(., / / / ,' / -~ , I I I / /11 :::401 CJ{_obefl CJJeil/,,'William'Prost ® c';llssociates PROFESSIONAL ENGiNEERS, PLANNERS & SURVEYORS P.O. BOX19739 • 14725 ALTON PARKWAY, IRV!NE,CAUFOANIA92718 (714) 472-3505 a-,--~-GJQ DATE BY DESCRIPTION APP1D. DATE REVISIONS APPROVED RCE NO------DATE------- FIELD BOOK SCALE DESIGNED DRAWN CHECKED DATE . t_if .c -a' ------ ~=f:=12= PELICAN HILL ROAD CONSTRUCTION PHASING ANO TRAFFIC HANDLING FOR PHASE-2 CROSSOVER DETAIL STA. 306+0000 TO STA. 320+00 00 ...... ' "i ii \ ' , ,n (•\. " ., .. '' / ) \ ' ----' ' ( '""-'Cl-' \ ,,;>, \ SHEET /OZ OF _c/._'4.c...;::g __ * i +i ~-I 1 \~ _f < • <>{ -J '; 9-- }J ..... l 00 ( c-1. ,.,,, \l> I <;),4 -;-S ';i J ~ -::I ~ ~ .,._ -l- -~ .i j 1 -l',;. -..J;. IJ .... J ·• 0 . 1,,,,, eo' SCI'/.. &- / '\,'.;_ ~~ ~'\: "' ~~~";; '\ ~ ~ \ r • ....,..,._ • PREPARED UNDER THE SUPERVISION OF rW1r1.u-9J..u.-DATE !f'-1-81 HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 lii\Herman VJ kimmel and Associates TRAFFIC ENGINEERING CONSULTANTS 3300 IRVINEAI/EJ,iU-E •su1TE tllO • NEWPORT BEA&H, C/1.\JFORf<IA 92680 (714) 852-8616 • FAX (714) 852-llil57 ~ ;;; p :ii: No. 19417 " E,;p.9-~ OF CII.\; TY FICA L Tf?-Al=F!C FLC>N 6/:;E 0.t=TA/L ''A" SEE. DETAIL "B'' I I I I I I NOTES IBIS SHEET: ~= CD 0 G) 0 0 © 0 EXISTING TO REMAIN SEE GENERAL NOTES SHEET 88 PLACE OR INSTALL CONSTRUCTION TRAFFIC CONTROL SIGNS, BARRICADES, CONES, FLAG TREE, OR FLASHING ARROW SIGN AS NOTED. EXACT LOCATION BY ORANGE COUNTY EMA INSPECTOR. INSTALL NEW SIGN AND POST. REMOVE AND SALVAGE SIGN AND POST. RELOCATE SIGN AND POST. PAINT TRAFFIC STRIPING, MARKINGS, AND ARROWS AS NOTED. . . CONTRACTOR MAY USE PREFABRICATED DETOUR GRADE TRAFFIC STRIPING TAPE IN LIEU OF PAINT FOR TEMPORARY CONDmON. SANDBLAST CONFLICTING TRAFFIC STRIPING, MARKINGS, AND ARROWS. REMOVE CONFLICTING RAISED PAVEMENT MARKERS. 182..)------------® PLACE CONSTRUCTION CONES AT 50 FOOT SPACING. PLACE TYPE II BARRICADE AT 100 FOOT SPACING. INSTALL C27, C30A OR C31A SIGN AT 300 FOOT SPACING. SEE DETAIL "A" SHEET 13:g, .• ®·50 c-c @~_"WHITE 01--111 -=-=c:,,_· @STOP @ /2, I 0 / E.TAIL £:TAIL tzoJ,-.IS G 12." wurre x ~)~0 1~ 71 {Z(p/ 27A 38A 2/ ----- TYPICAL T!:?AFF/C F/..OW 0 TYPE <c; {4£=A) (/OO'C·C) a CJ?ebefl GJJeiq,CWilliam'Prost ® c':Jlssociates PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS P.O. 8OX19739 o 14725ALTON PARKWAY, IRVINE,CALIFORNIA92718 1714) 4 72-3505 """'"·--~·•-:<'--~.,:a,_-;:;•'--""-'-'-"1,..,... r', I rl,1.l ". DATE BY Z 6f:.E IJf:.TAIL "A" @ $EE /;Jf:.TAIL "15" DESCRIPTION REVISIONS i0 ' •, 1/2 0 3 inches on original drawing L IE-Ct E. H 0 UPON COMPLETION OF THE NEW STRUCTURAL SECTION SHOWN ON THE PLAN, REMOVE W17, Rl, "STOP", AND 12" WHITE, THEN REALIGN FREE RIGHT TURN MERGE LANE AS DIRECTED BY THE ENG~ER. 2 1//J IX XI !=X/ST!t-/4 fft1,Vf3/vft':NT ANO TfZAVii==L;.,JAY PHA6 e-zA COf-!ST7<'.ll er IOI-I 5EE f-/OTE-0 TYP /CAL TIZAFr!C FLoj.,-..1 8 APP 10, DATE DR.18(15319)-B Sheet 103 Of 149 0 APPROVED RCENO---- DAT£ _____ _ FIELD BOOK SCALE DESIGNED DRAWN C~ECKED PATE -~r,. rr::==:,~%•====--~=-::::n r 0 0$--·-f I.;:;:;;;:::::;;;;.,-,--::-: ... =,·-=·--=--,-==·=-'=·. =· t PELICAN HILL ROAD CONSTRUCTION PHASING AND TRAFFIC HANDLING PLAN PHASE 2A TRAVELWAY SHEET /03, OF /,4':!'J \ \ -- t- :::.. - - -- -·-·-.L-·-- ,.,:.:----_,_____ -- - - -L --. -- !--,------ L -- I J c::.- -- -- -t- t-L - . _:_____:_,_ - F • __ .J......-, ------ -- L -- -- ___ .__ -- t- "" ---·. -1---- ---___ -__ -· ' ' "' --------·--. -· ·- ---r:. F11¥,.L CON!.rRUCTION COMPLETED FER F'HASE -I&<-2.. - -- ---- ----- . - - -. L --~. _ _____.,_____ L f .. -· ---------:-;-:-!--- C CON~UC.10"-l ---- . ---- _,_ ---+--- "'""' t·: .:.--:.----.::::· I---- ...;-':::: ,:::;_' '" -: ----- - - ··-··1··· - - ............,__ -----.............._ __ -·---,--+- -----+ -------, ----------i.---.--·--=---_-•• I-•-·· -:~::.,, "" ..... 1 ... t------ ___ ____.___ - ---.,. -,-.... '""T_' -_-L- .,"''."'" - _, - ----.. 1 ...... --r:_ ____ ... ,. -- . c· __ .. _ ...... ·!--·-.. -- -_:........,_·"----- ---- - ---_:__:___:.:_ -. --__ .......__L_ __ ---· - -------------·+ L- -----····' - --+ -·------·- ~- • ·-- --__ J_ 3 ·+ -t :__7 _ ---.. -1, i~ ➔ ---- .,: .... -- __ ccl=c.' t,:,= .F'--~, _, __ ,_ -···-···--·-~- ·"\= -,~·='- -- -,I •• -- ---> - ___ -:.....::.·c-.-:: ... ~.:.~. --_ :~ -. --· i--.. -• ~---~~- ·-+···---1----- --·· .. ·c - -:.-.=..-____ :: --~ : ';+:!if ~ii .-:_:'"~,,,. cc l(Ei "'' PLAN SCALE I":: 40' • .... '"" ' -- - t---- i-- -------;+----- --C PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS P.O. BOX 19739 • 14725 ALTON PARKWAY, IRVINE,CALIFOANIA92718 17141472-3505 S-8-82 ·----r--- -- -L --- ----; -- ' '. -·· :t::··=~-------!--- ----1-----"" - -ct, _ •I---- +----1---- t- DATE -- L BY -----· L -. --· ~r: . ...:.:------_,, __ --::i:-:·: t-- ,--- ---- -- ---..L - t- t ~-_-:;.:__,, __ --1--- ------+ _·+ ---- -- ---.I.--·- --- -- DESCRIPTION -- -- ---·· "' .:::-_-: 1 -._, --,~ " _____ ,, , ..... ,. ----- -t- -- REVISIONS L -- L -.. - I--i-:.~ - ----- ----I-·--:.r: _,, __ L 7 -L RCENO----- OAT£ _____ _ Fll!LD BOOK SCALE APP'D. DATE DESIGIIED DRI\WN CHECKED DATE -=· -== E ---- -- _-;···"'- --. ___ , --+---=='-'---~...:.: i:.. '"'"'" - -_, -. -· .... I . • ·---~--cc· ---. . .. ~-1.:..:... --· ......... -I---- " . . ---.... 1 ... -- _L. -- -. --·--1-,--.,, -r-·-"' . i.-__ : :: --,-- m-· ,~,_-, ---·· . -- -. t-,-, .. -- PELICAN HILL ROAD CONSTRUCT/ON PHASING ANO TRAFFIC HANOL /N6 FOR PHASE-2A CROSSOVER DETAIL STA. 306+0000 TO STA. 325+!2.96 __ j__ -'-·--- - • --- _, ____ -- --- ... """ __ - , I SHEET /04 - C. SIG!UltUG fJ100 5Tl?/;Olt(}G Sfll'J<.(. Q'.:Wf""OJrYn TO Cr<JTEST Ct<JCTRr<JrVS TR,<7,.C-,C/C fT7r<J!UOt9<:'.'.'.., C'/9{.TRrvrU.5 STt9;t.)0f:J/90 ..5Cl:=C/FIC,<)TIOrU5 (.Ot<JTE.O ✓AN, 1988)., TlfC:5€ R.arUS , r'?!UD TNc SA::Clr'?C.. .A'rl::JV/-510/US. Sc"c Crk:T/?r'?tUS 5T,O. Rr<JtU:> ,<)-co -'i<J"ro t' FOi? STt?l/0/rUG .OETt<Jl{..5 ., IIUC(_U,C)/IUG /tUS'rRC.<...AT/0,U CV9 '/?E,/Y;'OVl'JC Or 19tvlS€0 ,9<;lVEf??E!UT ;?q<;)/?lr'E/75 . ,;0/?lc:Y? TO FlrUt<JC.. rvCCE;c>Tt<JIUCE 0C-.ST/?€ET l/77Pl'?OVE/77ErUTS, ACC. ST/'?€€T S77?IA'lt,G r::J/UO STC:tUCIC.. /IVG (LJ/ Tfil/U THE /9=1'?/~TEI"? Or COIUSTl'?UC770!U A90JECT <UIC<.... TQ (ll'r'E rUEc,U eot),0/TIO/U, /rU ,<) /nt<JtUIUEI? /77EET/!U<5 77fE f;i,,g<::,'?QVl'O<... OC-THE aEl?EST~O ORA.CO. £MA. fJ((. 516;1.J-5 r;n),() ..ST/9//0//UG 5/t't<XC STRIP/rUG Sfft<K.c. /:IE ~;O,-<;VIUTE.O 6E REF<'.'.'.EC77VE ~I? C,-<J(Tl'?/::JIU:S -SIOcCIF/CtvT70t.J.S. T(LJC) CUEE."'15 IQFTE/9 /IU/77/J(_ /0,<)//UT/({)<5. .0. E)(t<lC'T COC.<JTIGIU 0,::-ST!?IPIIU<S rJ!UO .S"TV/0 (./1'7/T t.l!UE .Sf(t9CC -6E RA'°ROVE..06Y ORA. Co. £MA /0191O/i' TO 5T/i>/,,Ol/f./G. !99VEt'7EiUT fT?t<Jl?liiltX5S STEIUC'I(. 01/?"?E!USIO/US C/A/LE 95 CJTH€,RW/!Eiit: ..c::vRe:C re .o. Slftv<:.<.. /17,<)TC/f CAL.TRAA/5 GTP. ,4-Z4 /A-.o.J c. r. -5/(S/(J ,.<:QST Sf'ff:J<(. ~ 2'' SQ. TEL SPAR LJNLESS N07cD 07Ht:RWIS€ . .Sl&N SHALL BE /NS77/LL.ED PER ORANGE: COllN7Y EMA S77W&4RD PLANS. ----------' . --------------.. ··---l ,--, 0-ETA.J:. ~A.-Em1Ir1c.. R.tmp "'4utral ArN IGortl Trutmen1 ~~-~~f:•=--~; D_---l• •• ' --c,.,,..i ; ~ .; ~·• ,.,_' .. ;;.•····' .•: .. ;' . ., .. ; •·;. ' ..... ,,,,. •. ;. • ,: ·-· i •• ; .. _ -,._. ---_..,_ ---- ,I ,fR\'_f'ARED UNDER THE SUPERVISION OF 7~_Ml,,,U..-~ DATE /O-f)()-6"} HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 l!Dl-lerman -----:.: \!} kimmel and Associates TRAFFIC E.NGINE'.E.RING CONSULTANTS 3300 IRVINEAVE.WE • SUIH I 00 • NEWPORT BEACH, CALIFORNIA 92<;60 (714) 852·B61B • FAX (71'-) 852-8857 OCOC:,"eP> 68-0<!- L-~~--1·----L , ___ ---l T ~ ~ • • ' / 1 I ----~ "1t-ro ._,... ,--------1 ---, . -~ --· ---t-:r~ -------•• ------H---'-- DETtdl 3SA-ChannehL111g lin& ------, L .... ---------- PETA.1'-39-B,.-.e Lane Line . ~ --6' \',,, 1< LV,o c__:_:=. -L :....:. . .::=-:=~ cET,',.IL :J9A-B1"'-e lane !nte-rse::t,on line LANE LINE EXTENSIONS THROUGH INTERSECTIONS DETAIL. 40 ,,. --f - ::J DET All 40A --. -- =, = = ~ '.:l -~,~• ~ l-,~o-Ao11.:1 .. • RECESS DETAIL FOR REFLECTIVE PAVEMENT MARKER - - --..... . ------~ ""-'""""' ....... ,..., / .... ~ ..... ,c, ... /, L-E=:::::l 4=~ ~,--__ ,,,,. __ , ___ -' __, '--, •HcLC,-,,.1 ...... ,.,, /, ... ~., ...... ~ .... . L. - . . _c=J_~ --, ... 'U~T1YE H>'llOt.,.-....... 0, '-"' l'.(CE$~lC h$' ....._, :-.:,,. c::::J ' -:: ; : ' =-:.:.::..:..:: • :-.. 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NO. 19417 Ill\ 1-je r m an \!:} Kimmel and Associates TRAFFIC ENOINEERING CONSULTANTS 3300 IR\/IN~ AVENUE • SUIT!: 180 • NEWPORT il€ACH, CALIFOAr,/IA 92660 (~14) 852-8616 • FAX (714) 852-8657 ~="" SB·CA 0 2.95 I C A.C.D/Hc -------~----------- O.C.I. ,500,<JCJA,<;!Y £)0(/JA) .CWAl,U l 0 ,DETAIL .9 ® .t:M:TAIL 33 ® /CA V2 0 L 3 nches on original drawing ,0£T,i/lL 3 - OA 2 -- ----~ A.C. DIKE -'--.I -- --0::, r-r I 0 -- - -- DR.18(15819)-B Sheet 113 Of 149 APPROVED - - - -- -- -- • liJ -z - 8 8 +- 8 r') ts Cl) IL.I 2 -.J I (J I- f ,, ...... ~,=·· ,-.__._.,_,__.,.,__, ~ --~----KS--«--.,' ,_,_cs "" ' ' • \ i ' r I r ....,______,;----~-_J i • 'I l i ,, 1 l I i'· 8 SL------ lA.C..Dll(E ----------...., ... - -1-.., 0 ef) ~ t:ri j 1-cj 1 -- -- /JJ07£.S TN/$ .SHEET: --- --- I A.C.Dll(E -- I. 0. c.. /. .600.UJ:JAl?Y ~ £X/ST/tU6 TO ;?,E(Y?~/tV (MISCeLLrv;(J£0{.J.S SIGrOlr06 AVD ST;?/,0/tUG SftrvLL /9£Ml'lltU t.JtOLC:S.S tVCJTcD OT/lc/r>ILJ/Se ). 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Sl'~/l"'/Nt$ {ff S,GAIING. • ~ -- 0 ,0£/;f/L 38 • DR.18(15819)-ll Of 149 5i,.eet 114 .,. ---- ";,Tl"'\ l='IN<:!:, • 15"i" OTHE"'..,. P~7J'A~-~ UNDER THE SUPERVISION OF 1Aftk.1J ?tfd/.-~,..4.--DATE I0/3o/89 HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 -------------------------------------r-,--,---------------,---r---.r---.---------,----------------------..,--•=w=·•-tto-aj-••·-, -=·•=•·M===cl APPROVED !ID Jierman \'Y kimmel and Associates TRAFFIC ENGINE'ERING CONSULTANTS 33:lO IRVINE AVENUE • SUITE 1111) • NEIVPORT eEACH. CALIFORNIA 12660 (714) 852-8616 • FAX (714) 852-13857 ~ lie. !1.1Gi7 f p. Q,-Je...9;S C,J " 4:ZJl~c,1t.1.\\"" Cf-((!ber1 Cf3ei£L.CWilliamProst c& cJl.ssociates /?€VIS€0 M9!/?TflUR t5LVO. STl?ll"/Nl:; AOL> TYh-"t""'(t.r)O£c/NeATORS(2) /i'tVISED-Sm//'IN<> I"<»'( DRW/". STA, .fi/$ f53 ,r-,1 11/91 • 9/!V --r------- APP'D. DATE RC E NO . DATE ___ _ FIELD BOOK DESIGNEU ... 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Herman kimmel and Associates TRAFFIC ENGINEERING CONSULTANTS 330□ IRVINEAVENUE • SUITE !80 • NEWPORT CEACH, CALIFORNIA ~2660 (714) 852-8616 • FAX (714) 852-88~~";F? 700591 ee>-O"T' DETAIL. 27.B ("4/f/es ;110,,£.?.J ------·-- - - ---- - ---- 0 ---------- 0 It .350' TAP£!< •=====~~= 1 ------=----"' D V2 0 / I / % DCTAIL 22 \ A 3 riches on original drawing .OETr,/L 2Z STOPAI-IEAO (50' C-C.) 11/17 JOIN E:X'IST: ------ ' ' A.C .. Dllr'E TA 50 \J <rj ,J.. DETAIL -38 ~ 'I' ' i- ll) ... . OAO /0 r 00. 00 COYOTE a 2."f-f +56. 71 .P.11. R. 3 a:: -J ::d ::t 2: 3 - GJ Q 6 1 'I' CY,U. R.O. ... / 'J-1' ' i:1 "' ' i/: DR, 18(15819)-b Sheet 115 Of 149 •~Flc. "::>!Cl:>NAL. ?LAN "!;,lo!E.e.'"t" / / eJ :( -,--,,-----------'----,,.... __ __,......... ________ ·--.. "'r7::;·;·;~----r·---Tillflf~IGNINTI"'~---s1R1P1~6 PlA·N•-,·••<>•~r;·~••=·~~;~·:·~-:~-"·-···'"•:'. cl\lf/Jt:-1 t{i/?r~iu..CWilli[!:II}~lf?5t G&_c7J,s~ociates~ t ! ----I COVOT[ \ CANYON ROAD [ 115 ki ~-~~--_--,..e~•~,"J,;c,;;·},:\. '""'-" ,,,.,J,. ,, I ~ '.' 1RiFmt!,~8j'/j>,,~~,-.,; c ~ i O : BONITA L1NYDN ROAD : /4 !'J !f; , -~ ,,_,,,,-,,,,,,,=-••'••'"'"'''''·'=·••~•=•-·•-J"'-'•••••· ••-• .-, • --• ''"' J, .. , .. , , '• • •••' ~~msc,-••-••• ,,,,':~:,,✓..,",---.,,,,_,m-',-,,._, ,,,, ---•·· • ,, ' • '•-.-,,N, • ,cc,-•••• ,-., •• ,,, ' " •· ·•5 l'. •, ff' "• I I "i 0,1 • ; R ) J c::.... ....... j } t ~ <.A I ' I ~ I \ ~ dJ.. l J ~ .j_ -4 ' ":l l . ~ D ~ J - . § j ~ r l £..c/1 0 ® ® 0 ® @ ® ® ® @ (j]) -(j\ 4 TO ADVANCE DETECTOR PLILLBOX 3'10' N/0 BCR aJ SAN JOAQUIN I/ILLS ROAD (1£ .STATION 146,.<a547) 4 - i -- : £P L \~----,1/777-f-C:_E_P. _J TV/ft, --- "' PELICAN -----w----- .. ------ 3t/ r 20' 1_ 18' .. ... ___ _L TV(C ... ---~ I{)} '-.. HILL w---- T ,-----w-------w-------w-------t----W ---- I 8 4 TVl/5 - 440' 7/J 150' f INT. ROAD ' i?) rzp D 171 ·r ;(~ . ~ r- FO?VRE ce ;Y?E,Ot,:/11/ 4 w----' w trl 4 150' 440' TO ·• ',_;_ . -.. --. . . . . . 3 •• / 8 --.----------- •, " ~ INT. ... .. NOTES TI-/IS S1-1££T TRAFFIC SluNAL CONDUIT AND INTERCONNECT CONSTRUCTION SHALL CONFORM TO STATE OF CALIFORNIA STANOARO PLANS AND SPECIFICATIONS OA'TEO ./4NU.4RV, 1988 ANO THE SPECIAL PROVISIONS. EXACT LOCATION OF ALL PULLBOXES BV OCE.MA. TRAFFIC ENGINEER . 2u CONDUIT DETECTOR STUB ·OUT 2 11 CONDUIT 6 PULlROP£ 2ffz 11 CONDUIT 6-PULLROPE 3 11 CONDUIT 6-PULLROPE #3jz PULL80X #5 PUlLBOX 11a, PULLBOX PROPOSED EDISON CO. SERVICE POINT HANDHOLE Rl6ID -NON METALLIC CONDUIT WHEN USED SHALL INCLUDE A BARE # le COPPER WIRE, WITH SC./..IEDUC..E BO PVC .. 0 Q .. r ---... --r·---- LAIOLAW • ------------- R w h'OAO . / 'W.qber1 CJJeiq,CWi.lliam 'Prost c& c';Jlssociates ____________ .. ---r---------r----, ~-i 7 (f'ROPOS€:t> 7Yf"€:: m Se::l<VICE) ~--1 '1 (f"/f:O?OSc:O cA/81/.1€:T u::x:AT/0/1) IR (2REQ'o) 0 10 20 40 60 ~"'liiimiiiiiiE""'~~iiiiiiiiiiiimiimiii -3 /NCHE5 ON OR/6/N'4L .G<,4Wl/2& • APPROVED CITY ENGINEER RCENO---- OATE ____ _ FIELD BOOK SCALE -.: ... :: :-: --~. ' • ' ' /~'J:<~:l;I.J-;,;, l / ~·(~ "+ I _-;_;,I~ , . lilo; 11>417 1 ;qq.30.'1. _,,,~_.,..,,,,.. .. _ .. ~~=,-,-~·"' PREPARED UNDER THE SUPERVISION OF 7~~c;J,_ ~• OATE!,O)i!J-Bf HILBERT WILLIAM DICKSON. ACE. ~O. 19417 t(i'\1-jerman · \!J kimmel and Associates 0 DR, 18(15319)-B Sheet 116 Of 149 700'36-Z T~Af f IC SIG~~l CONDUl1 ~l~M SHEET II~ ~[ll [~N ~Ill RD ® lA Dl Aw RD 141 OF---"----rv ---1---1------------+--+---+-----+-------------------------D----------11"1 APP'D, DATE DES~~(;D DRAWN 9' "' Cl DATE BY DESCRIPTION ~ ' REVISIONS CHECKED DATE 1-i"'D 3/89 --~ ./ C)I J., ~ I <:.::J.. I ' CtJNtJUCYtJ/tl SCH£tJUI.E AIL/G • CIRCUIT ~ £ lb & ¢ I ( R.>TOrfE) --? b ¢2 3 ? '? '° ¢ 3 (A:)7<'.Yi'C:) -3 -b ¢4 --3 0 ¢5 :) '3 -? ··, ¢6 ":> ? -b ¢.,Z (r<:>T~ ¢7) ':, '? 3 &;, . ¢ 8 ( ,";<:)7"0"il=) 7 5 -:5 ¢2P (R::JT~) z z 2 4 ¢ 4P /"R'.>T~J --z 4 #14-¢6P -e -4 ?)8P c C. -4 • ; ¢2PP.cl (FQT,::J1?6) I I I e. ¢4PP.d ( R:,n'.l/'n5':) --I z ¢6PP.cl -I -e. ¢8PP.cl I I -I PP-8 Common I I I C: /llo/1'J Sr: A/<i/71£ S/s,n I I I - -S,oare.s , ";:> '? '? 0 TOTAL 26 '.:?Z Z:'? 7'? S/'1. f' .S19n Common I I J z_ .;;/Cl L U/711/7<!l.ir~ z c:: z_ - TOTAL ?> :? '3 z. ¢ / (F072:>l'i'€) -I -I --':'.> PHASE·F"UNCTl't:IN-.S£tt)Q£Ne."£ Dl"'GRAM j Ye:f(/C<.e ,f PeOc .s TR/AN IWOYcMENT.S Pt=R rC/N~770AI ;f./C:M,4 P#,1St:: OcSIGNATIOA/ s r(/A/C7"10N TYPe. s COO/'f',O/N,<fT£L:> r<.INC T/ON * 'itc Derenmi,~q l>(,I M8sfer t:"<Jmput-ttr Dor✓/"lg Cocv-<f;;,ar,,:<I Clo•r«r;on 1/atl~"? , __ j(\ ii? \ ..,_.:__,.. • . t -· -·, "~7 ~ 'r' , ' :A_ ' ' ~1 ·I rJ ' . -• ·L"J,. • ~ ,;:b-.;~ pDTG. = ~-..,,c: ~ I 2 G 7 .3 4, 8 s DP OP .s s DP DP * * * * ,I! * 'M -~~;)'"~ l ,. -. ~;,;i $J I z-,,.,;, , p,.~ '7 ' l .~4'J:) _, J 'l ,,~·-;.e -1 Zr5 1 " E9T. Scc,)UEA/Cc @/TN' C/{{{S OAI Aft PIIAScS E:X/-5T. I~ "c ,f. ✓=<<~ -INS?i'v</4 e"')'o (C:.Ql>'J) ¢ z,,. /4 (lc.c..<J/>7. -5/G'fl.!) cXl,5T. e 't:.'"' /9:'.x'.L-?OAS"- .WST,>;IL<'... Z. # G, ( -5/GN.<IL cX/ST. .e·c f' =~ -/NSJ'lll«:. --'!>'"'ca .5e'f'V/CG ~----;,L-.jL VAR. 3.5 I \ ?3 1-e.' II' d 10' •'?' ,z.. "' ' Ui t-'a e ¥f ~ 7Uffl/5 J s. i .~ 8 a:i1L zo' ~ O"' R:JT. ,z, '} ' 'II-cnva:.c ; ~ IXfA1~tS11 ' ' IY\ ,.,,, I\) ii\ .':> 02 E><17T -1::;:ol~ON CO . -">ERVtCE R'.>INT ('""'No,;c,,_e:) IN":;;t7',LL F<"!,4 • Z A POLE SCHEDULE POLc DATA SIGNAL //.PSOD. YAP SIGNAL MOUNTING PED PtJSlf BOTTOA/ FCtJNOATION TYPE "A" SIGN Na TY.P.E /IE/6//T MA /WA tLJATTS VEH M;'{ Pt::D PHASE ~, ?5 (rOT.55 15' e50 sv-1-r IY.l</5 t5P•I-C:5 /1'1 10' Tv·/-T 8P·I-CS ·5·'70 '30' /'i::)T. 55~ _15' e50 eP-1-C //1 10 TV-Z-T ,SC,./" C.::l ~-5·70 ';'!,C,'J' so'* 15' C:50 sv-z-rc ;?-/l?i(/S -/-CS ev-1-, @ Z":J ·5·70 30' ?5 (FCJT.' 5d /5' ♦ cSO V-Z·T.6 n,q5 SP·I-C 4tf. 11F'' "'DI~~ 2 2:0 1 ~ ALL 'FOL...E: L...CCA\lO~ ?~ ~ ~E:D "5--1' THE. eN~lNe.ER IN THE Fl'ES!..-D "?R\O'R. TO IN~lA.LLA\lON , II IN":>TALL _,NTIG,t·\"r COVER. F'I.ATE ON ",IGNAL... ARM COl'iNE.C.TION , ♦ 1Ne,,TALL @ qo• (.::o...tN'TER: Cl.CC.KW"'>E:.") TC ":>IGNAL A-RM. Ft:, S>(1?T, "P. '1:3. COIL <it:)' OF RJ7. 12)"5 ~ ¢5 CON<XJCn::>'r.S T-;l'.: E¾l';,T. 'i'cC>. 1?" C,7 3-,?LC, eqc, I ·Ol.C ,,. #1e 84RE 1/JIRE -t ... - 6 b B s ,D()t c <JCIALJ TY.Pe SIZc ( .ooo.atE n1cc) E e e e C B'-d'x6-d ' 5,,,, Ja"'2<Jin /11!/5 ._'.'.) , • 3'-0" e-o" C 3!..C;·;..e;-0" --5 ' " 3' o" C:-0• - C -::J-d, s· -o· • 5;,n Ja,,,,,,,in Hills C :5-ci' "5-d' /Ctzl✓-can f11il C = C,I. .D.•H. '?=~ • SENSOH SCH£0Ul.£ SE.NSOI? &WIT Clfl'l!V;f.lC:L LJC:TECTOR ""1 . / /-1,;!>=5 e c'·'2>5 I 0.111 ,4-,<ZJZ (' .s.0-2) .,,.e c-¢Z e.. '""8 I :!>-¢2. Z-$A /-¢/ - "'4 I 1-<Z'k:, ( -5.0-if) e z • ©<fu ,it5 / ,3-<2l<i::, e: For. J-0'7 I E).il, I· ¢,4 (-SD-4) ¢2 ;:;, ,Q:'Te>:::"T<.. --------~ i:,,16t--l \, I' ~ e Z-04 ¢ 3 ( FQTO/'?c) e c u:x:,;o ¢4 -- ¢5 -- c,,ql¼£ ¢"' '? - c:""16 ¢7 ( F0'71Dn'€) -- . ¢ 8 I FOTO~) 4-..,,. . TOTAL 0 10 Aollrqoe r c><;sr,i?.9) I / C0t1dui"f St'z:€ ( Exr.s-ti'79) ?:>'' ?:>,, -2 -".? z. e -5 -I -4- "5 I<;) I c.. '?" e-":i' --- L.itvjl""r "ro L..tN~ ----z: 70f'iWS ---- -- Q Q NOTES THIS SHEET-· /. TH/'1/""r/C. S/GNAL ANLJ /1/GHILIAY L/ONTINO CONSTRUCTION MALL CtJIVr()R/11 TO .STAT£ Or CAL.lrORIJIA ..STAA/LJAR.O SP£C/r/CAT/ONS AAILJ STAA/.OARLJ PL.ANS (.OATE.Q ./AN, '88) AA.I.CJ TIie SPECIAL PR.:::>Y/.S/0,U.S. ' •• ' 2, COAJ.Ot/CTOR SCNE.Ot/L,c /S rQRMSHE.O AS AA/ /AJSTAL.t.ATIOAI t}t//.QEL.IAJE' ONLY. /T SHALL ,de' THE CONTRACTORS ,Q£,SPOA,ISl/3/t./TY TO PROVIDE THE CONRECT C()AJLJUCTOR.S .-9.EQO/Re.O rOR THE /AJTeN.OeLJ O,Oe;>AT/ON. 3, UNLESS SNOILJN OTNERIU/Se, /NOQCTIYE LOOPS .S~LL .dE 6'x 6' /LI/TH /0 1 ..SPAC/A/(is /IV THE CJIRB::TIOIV OF 7J'?J9Vct. AMO Cet.Jn:i'?B) IA/ TN€ {AA,/(: AlcC€:SSl'W?Y 5"779//0//lJG $1{/IU,,(, 6c' l0C47e0 ~/Qi:;> TO ,.OOS/T/QA,,//tU.S -OeT.!:2TCJ1'9S. (-5'5:= ,5H€6=T /O<c ) 4. ,,YE(O CON..OU/T SHALL dE Zu QNLE.S.S ..SHOIQl(.I 07/()NIU/Se:. 5. M=CO Ptlt.L.dO)(ES SHALL 8E # S UNLESS S/-lott.1,4./ OTHE,L;JtLJ/SE. <,;;. A=.OESTR/AAI /N..OICATIONS SNALL dE TYPE "a" (.SEE SPECIAL PROV/JIONS). 7. COA/TRACTOR S.JIALL EKERCIS.E EXTli'EME CA.RE TO AYc:JI.O ..oANAo/AJG EXIS,TIA/G UT/t.lTIES, AL.l. VEh"ICt.E ll(ILVCATIC::W.S .SH-4LL c!JE /,;!" tu/TN Gt.ASS L&U.SES ,41110 l'i'l='FLcCro-?S. //USTt<Ja. 7~ .za Sel?O'A::'.."c t.0/TN ?NE r<XL.0(.LJ/IU<S Cll'?COIT ~e?S : 50 ,q.;,o ( /1?€Te9£0 S/Gt<JIQ6$) ' ,30 ,<J·I/O(CJAJ/Yl€Te'l'?:!:0 Ll(S#T/IU<S) t; 15/Q·/P (l116Tt:19>c0 IU.O/l?ltU/97€0 S/{IiAJS). . . 'c •· I ' ' /0. /fU5m(L. d ~ (70 ~Tc 6 toM9Sc) mcx.TISOU/C.$ 8ZO SYSTetYJ O::W77'l'<X<:cl'? '955etneLY (LJITH l(t{7'S:SfitQ(_ C0019011Ut972'.oA:.I , 7"~<=1'1c"Tl?Y, .o£TeCT/OIU /QS S~ ~ CO{JtU7 -S'mTIOttJ ~~7 111,J '~" C'9e!IIVET., (-SEE. //, IR, ~/,QL A-'R'.)O'/S/OttJS 'If O::T/'9/<. 'ts". :s,,-leeT 119 ) . e~7" t..OC/17/0N l:JY 1&?19 ,euGltUee/9, ' • ' GWGlrt)ON.Qe'O 6ASNIU. Ll<SHT COI\.OOCi'O"i>S .s#J<K.t:. A/OT l!!E S,,OL,IQ:0 . '\ l _/ ' REMOVE PLILLBOX, INSTALL\ IN7ERCONN£CT SPLICE CABINET ~R-£ET4/I.. ~11, 61-/l:ET 119. \ ' ' ' ' ' ' ' ' \ \ ' eos ... 7'7.~ ~ ~tOACX\IN t..\\LL.==..:,-.::e:~ 14(..o+ 65.C, ~L-.\<:A,,N \-ti LL. ~ \ \ \ \ \\ -~ \;\ // \ \ Ol:,"(AIL, ui=; II ., / :1 ~ ¢- I 05 : : / I I I I \N?-C-ALL I : /'R:0/o ".>IC,N"j, I I I ' ' 0 ; I ¢4 veTA/L 0 0 0 @ @ I / ReD Y&LLOW Gfi':EE/..1 V£LLOW C-,R€£N UNDERGROUND STRUCTURES ' ALL UND£RGROUND UTILITIES OR Gl'RU(:TUftE8 REPORTED av' THE OWNER OR OTHltRO AN.I) TiiOSE SHOWN ON TliE RECORDS ltXAMINED A.ti:£ !Nt)tCATl!:D WITH THEIR A.pPROXIMATE LOC~TfON ANO EXTENT. THE OWNER BY ACCEPTING TH_S$£ f'LAN8 OR PROCE£S'ING WITH 1-MPl:tOV£MEffTS PUR9UANT THEREYO AGREE::IJ TO ASSUME UABILITY AND TO HOLO Ufllt)J!:R• SIGNCO HARML.£$$ FOR ANY DAMAGES RE$ULTING ntOM THli: E'.X:ISTEN<;:U OF U-NDERGAOUND UTILITIES Ol'l STRUCTURES NOT R£PORTED TO TH£ VMERStGN£0: NOT INDICATED ON T,HE PUDL.IC RECORDS EXA.MtNED: LOCATED AT VARIANCE WITH THA1' ftE~no OR SHOWN Oli RECOR'Ol!i £XA'MINE0, THC CONTRACTOR 111 M:QUIREO TO T'AKE DUJ: PRECAV'ttONARV MEAUUR£8 'rO PROTECT THE UTILITIES QR ST1tU'.eTUREQ M¾OWN AND ANY OTHER U1'1Ll11'E& OR STRUC:TUR£8 FOUND AT THE 9-ITE. IT IJH ... l,.L Bit THll:"CON'tftACTbR"G Rlt&PONBIEIIUTY TO NOTl,-V TH£ OWNERS 0 ... THE UTILITIES OR OTRUCTURlitii CONC&ANIIO BU'ORE •TARTING WORK. ~ ~ ~ N t' '0 --- -ID COIL 40' OF FlJT. ¢7, <2l5 $ ¢Z--=EO. COA!,Ol.JCJO'? .S ,</NO <;21 '5> ,f, <2JS 0:.C '.s . PRlPAllliD UNDER nu SUPERVISION OF · W"'r'Jtt s=\. •' OAnl0-30•1'! HUBERT WILUAM DICKSON R.C.I. No. 1~17 ----.- ii\ 1-----_f DR, 18(15819)-B Sheet 117 Of 149 -"7 I ';:!,-¢4 z FwT. /-¢"? .... ,B / FCJ,...., ~.-~~ e $6 FOT. 1-a,f::,(SDg ~ I P-<JT. 2.-¢'6 e-FOT. ~-SZ:,e, I Fc..JT. +-sz,e, ,.,,0 z 6,=KJRE JiS l"S'TEC.TOR t..ClOI"' L.O<:,C>.TION ',HA.LL ee. -QV!;Ec:> 6-Y EN<;,\Nee.R lN 'THE F\"E\...0-'PFUOR -TC> \l'-.\4':»TAUA\\CN . ALL c,e,T"1.<0TOF<.. '::E;'.N'>OR QNI T",i' ';>Hl'>LL ;e!>Ei. RACK l"'lC)QN'T WITH IXJAL C<JTP\C.JT";, . CXJTF'VT "JA!' ":1HALL ~ '1'1MEC>. O<.lTPCJT "e" -,,H""-L ee. pRE':,eNc;e;; ONLY. ( ":>EE. ,SPECl;>--L F'RC,VI";, IQN',} ':>'<''>TEIVl ">AMPL•Nc • NO O<.l"n"<JT "TO PI-\A'?E . .II INTE6""AL-CALL HOLt:> CA'PA>:,LtT'j' . (O-'ii ~-M\N.) V2 0 2 3 inches on original drawing t ORANGE COUNT'r"' ··,_ NVIRONMENTAL MANAGEMENT AG NCY t . rman coNsuLTANTs , oEscR,Pr,oN PREPAREOuNoER n1A.,,;;,...-.._ sHEET '..JI--..L...--L~~=-----l SUPERVISION OF /"f.,,,.,. • II -9 immel and Associates 11-----'R-"'EC..:V-'-'IS"-'IO'-'-N'-=S'----+---~--~.....:c.5.=-:31:?><..-_,,8:.,__=°"'=;rE=-i ? o 3300 lfWINE AVENUE. SUITE 180, NEWPORT BEACH. CA 92660 D G E ',, / SCALE DATE DWG NO -"' 0 ESI N D r;~'-"' , • ~,.-o' '(714) 852-8616 =•Dk, ' ,-;,, L ___________________ ..;.. __ .;..._..,. ___ _;~.,...,._ __________________________________ .l,. ____ .L, ___ ..:.., ___ .!:=========::::===============~..l..----------~::,:;=.,.::;~----:.t.Je~e~,-~--,~"""~lo~R~AWN=.,,.;"":":,~'Ue,~J-~c~HE~c~•E~o~'~1-1~ill~t::,~lA~S~SH~OWN?,!!L __ _j""" ___ ,__..l;/.~'4f_;:=/~J~ I ◄ " l I t"'( '°' -6 I ' ' • L CONDUCTOR SCI-IEOULE AW& CIRCUIT IA ~ 1/2\ ¢2 3 3 3 @4 3 3 3 ¢5 3 3 3 '35 RT.ARROW -2 2 rj{; --- #;4 ¢4P --2 dJ&P --- ()4PPB - - I ()&PPB --- PPB COMMON --I I.I.S.N.S. I I I SPARES 3 3 3 TOTAL 13 15 19 LUM/NAIR£ 2 2 2 #10 SIGNAL 6516N CoMMON I I I TOTAL 3 3 3 ¢2 -I 2 /J}4 (FUTUR€) ?14 --- DLC 05 -I I !J}(; - - - 2#/(/ TOT.4L -2 3 CONDUIT SIZE 2" 2'' 2/i' mScNSOR 5CH£0lJLE SENSOR UNIT CIIANNEl DETECTOR f?>P-1 I 1-¢5 2 (2) !-<OZ. so-z I c:-¢2 2 ¢2-FU.T. SD-.5 I @/·FUT. 2 (,f) 1-(2)& S0-4 I Z:-fl)b 2 @{;{FUT) -SP-S I (4) (14-(FUr) 2 Z:-'1>4 so-C? I * l-(i}4 2 czj,4-..(FUT) Ill OElECTVR LOOP LOCATIONS Sf/ALI. 8E APPROVED 8V O.C.£,M.A. E'N&INEER IN 7l-lE FIELD PRIOR TO !NS7ALLATION. ALL LIN/TS SHALL 8E RACK MOUNTEO, OUAL CIIANN£L WITH OELAV 6, EXT£NSION CAPAl3IL/TlES. 77MIN& FUNCTIONS SH.41.L 8E COLOR GAT£0. EACH CHANNEL SHALL HAVE DLIAL OUTPUTS, OUTPUT¾ 11 SHAI.L BE TIMED, OUTPUT"B "SHALL 8E IA l/4;\ -3 3 (;, 3 {; -4 3 (/I -4 2 4 -2 I 2 I 2 -- 3 (/I /{, 48 2 - I 2 3 2 -2 I -2 -I 2 c 2 B .3" ?~3 PR£SENCE ONLV. (Sf;£ SPECIAL PROVISIONS). (SD-X) = SAMPI.ING OETEC7VR NO. -OU7PUT 118 11 if-= INTE6RAL CALL OELAV ( 0-30 SEC. MIN.) ' !'- If) POL£ SCHEDULE POLE OATA SIGNAL 1-/.PS.V. LUM. SIGNAi. MOUNT!N& PEO. PUS/./ BUTTON ,/; FOLIAIOAT/01,/ TVP£ "4 11 Sl&N Ab. TVPE I/EIGHT MA MA WA~ //£H, MA PEO. P/-145£ POLE 0LIAP 7)-ff SIZE: MESSAGE' (OEJL. l'it/CE) I (IJ 2(;-4-70 30' 25' /FUT45) 15' 250 SV-1-T MA5 GP-I-CS 4 S/E' C 3~t/'xa~o" Bon1tacyn @ IA 10' ---TV-I -SP.I-CG (, S/W s 2r..o''Jt:3!.011 ® 21/-4-70 30' °(FLIT 40) 15' 250 SV-1-T --(; s/w C 3!..t,11,ta'.-<J" 0 IA /0' -- - TV-P-T -SP.I-CS --s 2I.0'1>t.3t..o" -- I (s) 2(;-4-70 30' 40' 15' 250 6V·2-TC 2-MAS ---C 3,r.,', 8'.0' Bonito Cijn @ 17.4-2-70 30' 20' 1.5•4 250 GV-2-78 AMS SP-I-CS 4 .s;/E C 2'~t;''xt,~011 Pe/Jeon Jltll e !J:,!STALL RA!N'Tl&HT COVER ;/:' EXACT LOCA'TION 8 VO. C.€.M.,4. EN6INE£R IN FIELO. a MOUNT dJ 90° 70 Sl&NAL ARM (COUNTER-Cf.OCKWISE) C =C . .T.O. H s~s0uARE 0 . OJ ____J = NOT£ 10 PELICAN~ / HILL / / ~ DETAIL 1'A11 -----7'----j.--1~¢►2,,::. • ~~».£H _ _..L-,f---lNST4LL R73-3, SI ST,,/. 251-1-13.24 DETAIL 11€11 PI-IAS£-FUNCTION -SEQUENCE DIAGRAM o-VEHICL£ S PEDESTRIAN fr MOVEMENTS PER FUNC770N ► 0 r(/}4 •---'----D>-.. NEMA PHASE OES!&NA770N f)5 ¢2 (ju 0 FUNCTION TVPE s OP DP COORDINATED FUNCTION ./.' * ~ G ¢5 VELLOW @ (115 &REEN ;/f DETERMINED BV MASlZ:R COMPUTFR OURIN& COORDINATED OPERA770N . I 21.5 I ! .2,v I ' S£QUENCE WITH CALLS ON ALL PHASES. ' 2 ,<;"/W --• ' iQ "\\\ JlOAO \ 2-¢2--- ' ~ ' ~ / / /(1)5 ~,-- -------;!1_!_1+-lE~~~~~~~~~rl~-;¢.;'.5;--=-=-=-=-~~\~=-=-=-=---:--=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=.;.~=~=-=-=-~ // 'tn ' '<) 40!5' TO LIMIT LINE 27ZJRNS ({) z 11c., 1-oL(j/-c.---- / / / NOTE 10 I/ // ¢~~~1-----___,\ INSTALL R Sl6N • // ___ fo-""""""'-,1,~ 2 11C,, 2 9 (;/SI&.) 2 11C,, PLILLl<OPE (CONDLICTOR!S EV PAC.BELL). __ NOT£8 2 11C., 34&(SERVICE) N0T£9 ~--2 11c., 21t1o(LT&) 2"'14(1/SNS) ' ~ ' ~ -- a'.) , r! I 1)4 SP ;/!- 4 ' l'- /1) I DETAIL 11A II R. CONDUCTOR SC/.1£DUl£ IS FURNISHED AS AN INSTALLATION &UIOELINE ONLV. IT SHALL .BE Tl-I£ CONTRACTORS R£SPONS/.8IL/7Y TO PROVIDE T/.1£ CORRECT CONOUCTORS REQUIRED !='OR lJ.-1£ INTEND@ OPERATION. 3. UNLESS .SHOWN OTHERWISE? INDUCTIVE LOOPS SHALL B£ &'xo' W/71-1 10 1 SPACIN6.tN lJ.-1£ DIRECTION ~o 0 0 (f) "'--- RED YELLOW } vRE'EN SIMULTANEOUS 0-RE'EN e PREPARED UNDER THE SUPERVISION OF 'Jl«W!JJ~~ DATE /2-12-89 HILBERT WILLIAM DICKSON, R.C.E. NO. 19417 11'.i'\lierman V!) Kimmel and Associates Tf1.AFFIC ENGINE=.EAING CONSULTANTS 3:lOO IRVINE AVENUE • SUITE 100 • NEWPORT BEACH, CAWfORNIA 92660 (7l4) S52-9€16, .C:AX (714) 052-8657 700,'!I -70'.J3!':>Z / , UNDERGROUND STRUCTURES ALL IJNOERGROUND unurn:s OR STAUC11JRES REPORTED SY THE 0\/'JNEA OR on.rns AND THOSE SHOWN ON THE RE:COROSEXAM!NiOAAE INO!CATEDW!TH TrlEIRAPPROX!MATELOCATION I.NO EXTENT. THE OV.'NER SY ACCE?T1NG n-tESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUA.-.r THERETO AGREES TO ASSUME LlABILITY AND 70 / HOLDUNOE:RSK>NED HARMLESS FO-RAN'fDAMAGES RE SUL TING FROM THE EXISTENCE OFUNDERGROUNDUTIUTJES • CR STRUCTURES NOT f!E?Of!l'T£0 TO THE UNOERS1GNEO: NOT INDICATED ON Tl-IE PUS UC RECON)S EXAMINED: THE CONTRACTOR IS REOUIRE!D TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT TI-11: UT!LlTIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OA S7RUCTI.JRES FO'JNO AT THE SITE. IT SHA!.!. BE TI-ii: CONTRACTOR'S RES?ONSIBtU1Y TONOTWY THE OWNERS OF n!E UTll.lTli:S OR ST RUCnJRES CONCi:RNi:D BEFORE STARTING WORK. -----~1'1 c., S7l/BOLIT 0 /0 20 40 (/0 ~"'!iiim~~~iiiiiiiiiii~ 3 INCHES ON 0Rl&INAL OR4WINC, • CJ@befl ~i11,,'William'P10st ® c';Associates ~ NO. OF TR4V£L. NECESSARY STRIPING SHALL BE LOCAT£0 PRIOR TO POSITION/No DETECTORS (.Sl=E. $HE:E.TS II I,:# l/5). 4. ALL CONDUIT SI-IALL 8£ 2 11 UNLESS SHOWN OT/.IE'RWISE. 5. ALL PULLE30X£5 SHALL 8E #5 UNLESS S/.IOWN OTHERWISE. (,. PEDESTRIAN INDICATIONS SHALL BE 7YP£ 116 11(8££ SPECIAL PRO//ISIONS}. 7. ALL VEIi/CLE INDICATIONS SI-IALL BE 1211 Wl'TH GLAS5 LENSES AND R€FL€CT09S. 8. INSTALL 7YP£ m SERVICE WITH 77-IE FOLLOWIN6 CIRCUIT BREAKERS: 50A-IP (METERED Sl&NALS), ::JOA-IP (UNM£7EREO L/6-HTIN&}? AND l5A-IP (METERED ILLUMINATED SIGNS). Cf. INSTALL 8-PHASE MULTISONICS 820 SVSTEM CONTROLLER A65£M.8LV WIT/-1 COOROINA770N 7ELEMETRV, DETECTOR SENSOR UNITS, AND A4ISC£LLANEOUS AUXILIARV EQUIPMENT IN TYPE 1'p 11 CABINET. (SE£ SPECIAL P/.?0//ISIONS). EKACT LOCATION BVO.C.E.M.A. £Nu/NEER IN TH£ FIELD. 10. INSTALL PEDESTRIAN .BARRICADE ANP R9~ Sl&NS PER CAL T£4NS STAN.0.4R.O PL.4N £S-&A. DR,18(15319)-B Sheet 118 Of 149 0 0 ----.~~.~=--"'----' =-c. ___ ~--. ------"'"~~="a!.=c-"'--·-"'-·-·-"' ,. --- APPROVED TR~fflG ~IGNAL Pl~M SHEET 116 RCE NO ~Ell CAN Hill ~~-@ MNll~ [ANY~~~-$.ff. AJJOEO tJtJNIT.4 CANYON/?OAO TELEPHONE 5,1/91 DATE ANDElf:CTRICAl CONDUITS /4g l/j91 FJELD BOOK SCALE OF s.11. C,.l,-1~ SIGIJ c.4L.L-OU"T BY DESCRIPTION APP1D. DATE DESIGNED~ DRAWN/(1::/ REVISIONS CHEC~ DAT"-3 'iJ,'9 ' D/l. 1( t,~r,1J I\ C\I, !R~ ~~ I I , ) ,' , . l / ·c 2. I DETAIL A 4-SECT!ON SIGNAL HEAD 12" LENSES ® CD © © -,. ',SIMULTANEOUS DETAIL E 5-SECTION SIGNAL HEAD • 12' LENSES DETAIL INTERCONNECT SPLICE l / 37' L i ·: C 0 • o i' Co ·O .. =:, . . C: 9, • • .. "'C. • ''---16'---· I , r, _________ '_i__ ' 'f, /::.' LINE +., -. ,, -.. ,, -__.... -------.-- 614 ' I ) I ) I ) '_, '..... '-.,, _L L-------- ., -,, -LOAD I ) j ) ,.-- )' .,, ' -I I ' I + ' ,., ' I I._ '' -+ • -· _ ___,'_ ~----~ -~-v~::::; J~ C = -~:i . ..i:-=-s ---'' ---. DETAIL B INTERSECTIONS RAISED MEDIAN • TYPICAL INTERSECTION CONSTRUCTION NOTES -DETAILS A & B 2, DETAIL G CONTROLLER CABINET WIRING ______________ _., ----DUPLEX OW TLET ~-;=-~-r: I -CA91,NET LIGHT ----STOP TIMt: COWER ••••••• i ---,, , __ -.-__,., • 0 DETAIL, C STREET NAME SIGN COMPONENTS w u z 4 er <c U) ~ u 0 Ei..BC:W F,:"T:r;JC, S-40W:NG D;:.:IF L >.::~ L---____ " ------- o~~ SECTION C -C ) CONDULET ON BACKSIDE_./ NOTES -DETAIL C A I' -6" MINIMUM B 10'-6" CENTERLINE OF SIGN TO FACE OF POLE DETAIL- RAISED MEDIAN MARKING 0 I 3 NOTES -DETAIL H (D PA•N1 ~DIAS NOS' Wllh Hl~H. Y REFL:CllYt PRcV:XtC W~T[ TRAFFIC "AIN-~iTH GLASS B'AOS. Q) INSTA ... L FL[X:!3Lf: V~R_T,ICA~ TYPE ~-fJ.i=lKEF., R7, RIC 0~ TYPE ~--1 ON TEL ::s,0-AR POS'T AS f~D1-:A E:: 01, ~_A\. G) tNSlALL YELLC~ RiJLfCTIV: PAV:M~~' Mt~f::R~ :)f, TOP SURF4CE or t,fD!M1 CU~? NCSE AT 2' C.C. SPA:i';C IMll.:M:JII 'MAR>.[R,:. o,_A'.[ REfi[CllV: l:J'i'A'.c c' 0 \ 0 ~t.·:;.1F;~~, :..1,'.'-,")R r, f-'_'1 ~;.::_r-, ,,: ~:;..5,~ ;·1~ DETAIL TELEPHONE SERVICt,.BOX .--'c_--,-, +-----------'-' ·- ! i I ! i / F '·,', - ,• •·c, 2: C' • GENERAL· NOTES: & & ,. A_" w,:iPK, 1.llTE'l A, S .AND EOUIP".IENT ShAcL CON°0RIJ TO TH: RC:OUIREMUHS 0° THE CAc FORNIA, Dc0 ~. :F ~'iM,SPJRTATION, STAI/OAR:· PLANS AND STANDARD SPE:IFICATIOl,S DA TEL J,IL Y 198~ A/✓O TH[ ,PECA_ 0 ROVISIONS FOR ~HIS PRCrJ[CT: 3. C:NDiJ1TOP SCHEOLJLe IS FLRNISHED AC, AN INSTALLAT10N CUIDC: ONLY. 1' S-HAc:__ BE -~c CON-RACTORS ?~SPO~SIBUTY TC ?ROVIDE THE CORRECT CON::JUC~O?S REQUIRED FOR :HE INTEND:'':'-C2iR~TIC'1. _1T1•_ TES SHCWN ON THC:Sc PLANS Af;i CO~RECT AND ACCU'<ATE TO hie i:X"Eff-JF AVAILABLE RECORCc A~= iNOWcEDGE. ~h: CON,FA::OR, YOW:VC:'i. IS REDUIR[D 10 ASC:°'TAI!, TME [\ACT LOCATIJ\ OF Y✓DERGR:Jt.JND FA:i,,~IES c>ROR TO DD'NG WORK THAT MA' OAl~AG[ SUCf' ,ACILl'IES OR ll'i-E~:tRE WiTH -:-HEIR SERVICE. -h.:::: c:~,=; \EE? s~A'-~ t...':J~·::..·::vt ~~1-~ u-~~: ~-::J:: :i·ET~CT!Jr~ ~LAC~MCJ, -11\ THC ~1c~~, p:-11~::.· TC i~~S't:.~~A-:-:c:~ . :::. -:., . ' -' ----,; <-=-- 0 2 3 iricnes 0'.'1 or-i9iriai drawing \ " ORANGE COUNT'Y ' ' DR.18(15819)-B 119 Of 149 sbeet ,_ t.:i:,:_:: :.1:. -t.j_ L.:i:1:: -,:.,: ! --, - ENVIRONMENTAL MANAGEMENl AGENCY TRAFFIC SIGNAL DETAIL SHEET ~EllLAH Hill ROAD • • l • i.,_-·_ • I $ . I - ., t ' I• , ' ' ' ' ' I ' ' I ' I I ' ' • ' ' ' ' ~ ' ' ' ' ' ' • ' ' ' ' I I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' i ' ' ~~~ ' -' . ' I I I ' ' I ' I ' ' I I ' ' ' ' ' ' i ' ' m ' • ' ' ' I ' ' ' ' ' ' ' ' • ' ' ' ' ' I ' ' I ' ' ' ' ' ' ' ' I I I ' ' ' ' ' ' I I . 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BOX 19739 /4g Of VERT -I "=40' '--'{ ~ / 1714) 47~-3505 ORA\ffl SCALE --PREPARED UNDER THE SUPERVISION OF.: DESCR I PT I ON APP 'D, DATE DESIGNED JOB NUMBER ~5~1~~ DATE BY DATE CHECKED DATE flt.C.E . NO. REVISIONS ""' • b,._. 11 Us,'r,) n.. " )'< I I I I :tf . • ' ' ' ' ~ :1$ rt I ' ' ' • :ffl: 1 I I ' ' ' I ' I ' • . I ' ' ' ' I ' I I I ' I ' ' ' ' ' I . . ' I I ~ ' ' ' ' ' ' ~ "' • ' ' ' ~ ' . I I ' ' - g ' • ' ~ ' ' • ' ' ' ' ' ' -\-' ~ ' Jl. - ~ ' . ~ I t; I I ' ' ' ' ' J/1=, ' ' ' ' ..,. g I~ • € :1 -1-' C'" I.P ~ - ' ' I ' I I I ' . I , ' ' ' ' ' ' I ' ' ' I I 0~ ' ' ' I ' ' ' v\ I \ ~ I ! 00 ~ ' ' ' ' ' ' ' • ' I ' ' ' ' ' \.() ~ ~' ' ' ' ' ' ' ' ' ' . ' ' ' . ' ;I ' ' ' I I ' ' ' ' ' ' ' ' - ' ' ' ' ' ' ' ' ' ' I ' ' I ~ ' ' ' I I ' ,. . ' ' ' I ' -' I I ' ' ' ' I I ~ ~ ' I ' ' ' -. . ' I ' ' ' • :a ' I ' ' ' I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' ' ' . " ' ' ' ' I ' m;;xt:~ ' ' I ~ .• ' C' , ' ' ' ' ' ' l ' ' -' ' -' •·! . ' ' ' ~ ' ' ' ' . . 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NO, REVISIONS 1' Q n l11i •J-/J I ' ' ~ ' ' ' ' ' I ' i ' SCALE HORIZ VERT --1"=40' 1"=40' • • • ' I I I ' I ' ' ' ' I ' I ' ' I ' I I ' ' I ' ' Robert Bein,William Frost & Associates PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. BOX 19739 14725 ALTON PARKWAY,IRVINE,CALlrORNIA 92718 1714) 472-3505 PREPARED UNDER THE SUPERVISION Of: DATE R.C.E. NO. ' ' I ' I ' ' ' 8H IJCi: BY ' ' ' ' 6...-e,<IO/~ .A'e:V/.Sllazl A?,-'f' WZ V SLaP~ S'ZZ/. 17&-ra? re; srn. DESCRIPTION REVISIONS j'j 1:111 Ton JM SCALE APP 'D, OATE DESIGNED JOB NUMBER CHECKED DATE • DR.18(15819)-B Sheet 122 of 149 PELICAN HILL ROAD CROSS-SECTIONS STA. 167+00. 00 TO STA. 176+00, 00 0 SHEET 122 N~ :l _, __, e. • t?. ~ ~ 4B i € g +' \ E J ~ V\ \ 00 cl, ~ ~ . ~ i 1 ~ J ~'::i 3~ _i.,. -zJ ' ' ' ' ' ' ' - - - -I; ~ ~~ j ~ - IN ~E - +1+1+mi .f!t . . . ~ . . SCALE H0RIZ -1"=40' VERT -1"=40' ~ ' I ' ' Robert Bein, William Frost & Associates PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. BOX 19739 14725 ALTON PARKWAY,IRVINE,CALlfORNIA 92718 1714) 47Z-3505 PREPARED UNDER THE SUPERVISION Of: DATE --------------------R, C, E. NO. - ,,fr:, S'H 1'.10. BY ~ ~AO/A/~ A"6V,SIO,<../ M/'f' wt.v SL~,cte" BT'A. 17? Ta? n:J 972:L /8:7 -r 00 DESCRIPTION REVISIONS In;~► ~~ _, - - APP 'D, DATE DESIGNED CHECKED • • . • SCALE JOB NUMBER DATE :f¥ DR,18(15819)-B Sheet 123 Of 149 PELICAN HILL ROAD CROSS-SECTIONS --lslJ =I , ' ' ~ :Ji ' ' STA, 177+00.00 TO STA. 185+00.00 D - '" - SHEET 123 - 1 • ' ' ' ' ' I ' ' ' I ' ' ' ' I ' ' ' I ' ' ' ' I ! I ' SCALE HORIZ VERT I "=40 ' I "=40' I ,_ ' ., ' ! ' '' • • ' • ' I '' Robert Bein, William Frost &-Associates PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. BOX 19739 14725 ALTON PARKWAY,IRVINE,CALIFORNIA 92718 (7141 472-3505 PREPARED UNDER THE SUPERVISION OF: DATE R.C.E. NO. ' I ' ' ' ' ' I I ' I ' ' ' DATE ' ' BY DESCRIPTION REVISIONS ' DRAWN SCALE APP 'D. DATE DESIGNED JOB NUMBER CHECKED DATE l) DR, 18(15819)-B Sheet 124 Of 149 ' ' ' ' " PELICAN HILL ROAD CROSS-SECTIONS , , , I STA. 186+00.00 TO STA.190+00.00 • ' ' SHEET 12.__--,. i.l OF ___:/._'4:._=:g __ ' ' ' ' ~ dil ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . ' I I . I ~ ' ' ' ' I ' ' ' ' ' ' ' I ' I ' ' ' ' ' ' llill I ,151: I ' I ' ' ' ' I ' ' ' ' ' ' ' I • ' ' ' ' ' ' ' ' ' ' I ' ' ' ' I ' ' I I ' ' ' I I ' I ' ' I ' ' ' ' I ' ' ' ' ' ' ' ' I ' ' I ' ' ' ' ' ' ' I ' ' l I ' ' I ' ' ' ' I ' I I I ' ' ' ' ' I I ' I ' ' ' ' ' ' ' ' ' I I I ' !';t; I I ' ' ' l I I I :)) ' I • ' ' I ' ' ' I I ' ' I ' ' ' ' I I ' ' ' ' ' ' ' ' ' I ' ' ' ' ' ' ' ' ' ' ' I ' I I I I ' I ' I ' I ' ' ' I ' ' ' ' ' ' ' ' I I ' ' ,!2Jj I ' ' ' ' I ' I ' ' I ' I ' ' ;!11: • ' ' I I ' ' ' I ' ' I I ' ' ' ' ' I ' I ' ' I ' ' I ' ' . • I ' I ' ' ' ' I I ' j' .,; C. i', "•· ••• •--., ---~~-.. -, I ' I ' ' ' ' ' ' ' ' I ' I ' ' I ' ' ' ' I ' ' ? 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V' ' ' ' ' ' ' I ' ' ' ' ' ' ' I ' ' I ' ' I ' ' ' I ' ' ' ' ' I ' I I ' • SCALE HORIZ VERT -- I "=40' 1"=40' I ' ' ' ' ' I ' . +-f++++-r ' ' ' I ' ' ' I ' ' ' EllJ ' • Robert Bein,William Frost & Associates PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. BOX 19739 14725 ALTON PARKIYAY,IRVINE,CALIFORNIA 92718 (7141 472-35115 PREPARED UNDER THE SUPERVISION Of: DATE R.C.E,. NO. I ' ' ' I ' I DATE DRAWN SCALE BY DESCRIPTION APP 'D. DATE DESIGNED JOB NUM8ER REVISIONS CHECKED DATE DR.18(15819)-b .'heet 126 Of 149 PELICAN HILL ROAD CROSS-SECTIONS STA. 196+OO.OO TO STA. 198+OO.O0 I(. l IS- .. , iJil'P \ ,, I .' , ,; _-, ,i, ' i tt ' ' t : ,··: SHEET ' I I ' ' ' ' ' ~ I . . . ' ' ' I - • . , . 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' • • ' ' " ' ' ' ' I ' I SCALE HORIZ VERT -- I "=40' I "=40 ' I I ' ' L I I ' I ' ' I I ' ' ' ' ' ' ' ' ' I ' ' I• I ' ' I I ' ' I ' ' ' ' ' ' ' I I ' ' ' ' I Robert Bein,William Frost & Associates PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS P,O. BOX 19739 14725 ALTON PAIIKWAY,IRVINE,CALIFORNIA 92718 (714) 472-3505 PREPARED UNDER THE SUPERVISION OF: DATE R.C.E. NO. I I ' ' ' ' I ' ' ' ' ff DATE BY • • • DRAWN DESCRIPTION APP 'D. DATE DESIGNED REVISIONS CHECKED SCALE JOB NUMBER DATE DR.18(15819)-B Sheet 128 Of 149 . ' PELICAN HILL ROAD CROSS-SECTIONS ' -. ~ .. ~ .,_. -• ---. STA. 209+00.00 TO STA. 216+00.00 ' SHEET /28 J' do ~ qo \.C) f DJ, ' ' ' ' I ' ' I ' I ' I I ' ' I I ~ ' ' ' SCALE HORIZ VERT -- 1"=40' I "=40' • ' I ' I ' ' ' I ' ' I I I I ' I ' I ' ' ' I ' ' ' ' ' I ' I I Robert Bein, William Frost &-Associates PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. BOX 19739 14725 ALTON PARKWAY,IRVINE,CALIFORNIA 92718 1714) 472-3505 PREPARED UNDER THE SUPERVISION OF: ' DR.18(15819)-B Sheet 129 Of 14g PELICAN HILL ROAD CROSS-SECTIONS ' ' ' STA. 217+00.00 TO STA. EQ. 222+62.83 (BACK) l---l----l-------------+--+---truDR"'A'"'WN,------,.,sc<rAL"E,------1 = 221 + 84.84 (AHEAD) SHEET 12.C/ /4q) OF _____ _ DATE BY DESCRIPTION APP'D. DATE DESIGNED JOB NUMBER ~ '2 ~,f DATE CHECKED DATE ""g:_" ""--.ll!iil.-__...a.. ___________ ..._ ________ """"' R C E NO REV I s I ONS -~ -L ___________________________________ -1 _____________________ ~-~-~-~·:__ __ ..1-_____ __..:.c:::..:...:...:::..:.=:__ _____ -1.. __ -1. ___ .__."----',._-=--___, I.,~ I I ' ' I ' I I 1- ' I ' ' I I ' ' ' ' 5: ' I ' I ' ' ' I ' ' I ' I ' ' ' ' ' ' ' I ' ' I -H-H-H+. SCALE • • • ' ' I I HORIZ VERT -- I "=40' I "=40' ' ' I ' ' ' ' ' ' I ' ' ' ' ' ' ' ' ' ' ' ' ' Robert Bein,William Frost & Associates PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. BOX 19739 14725 ALTON PARKWAY,IRVINE,CALlrORNIA 92718 (7141 472-3505 PREPARED UNDER THE SUPERVISION Or: DATE R.C.E. NO. ' I I I ' ' ' ' I I ' ' ' ' ' ' ' I I ' ' ' ' ' ' ' ' ' ' ' ' I ' ' ' DATE BY ' ' DESCR l PT I ON REVISIONS tff DRAWN APP 'D, DATE DESIGNED CHECKED • • • • • SCALE JOB NUMBER DATE DR, 18(15819)-B Sheet 130 Of 149 " PELICAN HILL ROAD CROSS-SECTIONS Ii STA. 222+OO.OO TO STA. 231+OO.OO ' ' SHEET 130 ' '' or --'-/.---''4'--g __ _ 2 I ' 0-, i ' ' ' ' ' ' I ' ' ' ' ' ' I ' ' I ' ' SCALE HORIZ VERT -- -- I "=40' 1"=40' • . ' • I ' ' ' I ' I ' ' ' I ' ' ' ' ' ' ' ' ' I Robert Bein,William Frost & Associates PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS P,O, BOX 19739 14725 ALTON PARKWAY,IRVINE,CALIFORNIA 92718 (714) 472-3505 PREPARED UNOER THE SUPERVISION OF: DATE R.C.E. NO. ' ' ' NO. Sft' BY ~ REV1$§"0LIMJrS OP /'!H,R.ANO CC CNANNGl. .SllllrCHA~GE DESCRIPTION REVISIONS ;! :1t ffl# ;o/so DRAWN SCALE APP 'D. DATE DESIGNED JOB NUMBER CHECKED DATE • , DR.18(!58!9)~B Sheet 131 Of 149 ' ' ' ' ' ' 1 I I I I ' ' PELICAN HILL ROAD CROSS-SECTIONS STA. 232+OO.OO TO STA. 24O+OO.OO ' ' ' - I SHEET /!JI OF ----'/'----'4-'---g __ _ ...,.. \-()p ci. C)O \.{l ~ I ' ' I I ' ' I ' ' ' I I ' ' I ' I ' ' I ' I I ' I ' I ' ' ' ' I ' ' ' ' ' ' I ' ' I I I ' I I I ' ' ' I ' ' I ' ' ' ' ' ' ' ' I ' ' ' ' ' I ' ' ' ' ' . ' ' ' I ' I ! ' ' ' ' I ' I I ' ' I SCALE HORIZ VERT -- -- 1"=40' 1"=40' I I ' ' I I ' ' ' I I ' ii I I ' I ' ' ' ' • ' ' ' ' ' ' ' I I ' I ' ' I ' I ' I ' ' ' ' ' ' ' ! ! ' ' I ' I I ' ' I ' ' I I I I ' ' ' I -' ' . I I •= . -I ~ I ' I I ' ' ! I ' I ' ' I ' ' I ' ' ' I ' ri'l I ' ' • ., ' I I ' I ' ' llf ' ' illl ' : I ' ' ~ ' ' I ' ' ' If I I I I .. ' I ' ' • ' • Robert Bein,William Frost & Associates PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. eox 19739 14725 ALTON PARKWAY,IRVINE,CALIFORNIA 92718 17141 472-3505 I PREPARED UNDER THE SUPERVISION OF: OATE R,C,E, NO. I ~ I ' I ' ' DATE ' ' ' ' ' ' ' BY ' m I ~ I DRAWN SCALE DESCRIPTION APP '0. DATE DESIGNED JOB NUMBER REVISIONS CHECKED DATE ' DR.18(15819)-B Sheet 132 Of 149 PELICAN HILL ROAD CROSS-SECTIONS ' . .. .. , STA.241+OO.OO TO STA. 246+OO.O0 . ',._ . ¾ ... -::,, ' I ~ ,1 -'•• -- SHEET 132 or /4-g ' ' ' of'~~ c() -'" __, ~ . ~ 'V ~ ~ ~ -t!3 e ~ ~ ~ J ~ ; ,._,. l co ~ I..{) l r,;J. • 1 ~ j -~ l ._ . ~;1 J.,.:~ ~ j -:::i:: l ✓, ~~, 9-Ji ...; ~J, ~ ' ' ' ' .. 0 I I ' ' ' ' ' ' SCALE H0RIZ -1"=40' VERT -1"=40' 2 ' ' i ' ' ' ' ' ' ' ' ' • -l-1--1-1--4-++ -+++-+-t-+-H+ • ~ Pl,a!,+~ -• --Ill I ~~ '36' . . . lll ' ' ~ ' . i ~ • Robert Bein, William Frost & Associates PROrESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. BOX 19739 14725 ALTON PARKWAY,IRVINE,CALIFORNIA 92718 1714) 472-3505 PREPARED UNDER THE SUPERVISION Of': DATE --------------------R. C. E. NO. . • DRAWN SCALE DATE BY DESCRIPTION APP 'D. DATE DESIGNED J08 NUMBER REVISIONS CHECKED DATE DR.18(15819)-B Sheet 133 Of 149 PELICAN HILL ROAD CROSS-SECTIONS < 's ' ' ' ' ;, " k ,. ' r I , . ' . . .. -. .. . ~ STA. 246+OO.O0 TO STA. 25O+OO.O0 f . - , ", --~, ... ' • ' ! ·, \}',, ' -- SHEET 1:33 . -. ' • ~ ' 0 ' 1--1---l---l-----+++--++--l---+-+--l--+++--++++-H-+-+~ ' ' ' ~ I ' ' ' ' • • • • SCALE H0RIZ = 1"=40' VERT --1"=40' ' ' ' ' ' ' I ' ' ' ' ' ' ' Robert Bein,William Frost & Associates PROtESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. BOX 19739 14725 ALTON PARl<WAY,IRYINE,CALIFORNIA 92718 1714) 472-3505 PR£PARED UNDER THE SUPERVISION OF: DATE R.C,E, NO, I DRAWN SCALE DATE BY DESCRIPTION APP 'D. DATE DESIGNED JOB NUMBER REVISIONS CHECKED DATE DR, 18(15819)-B Sheet 134 of 149 t ' ,, • PELICAN HILL ROAD CROSS-SECTIONS !al STA. 251 +00, 00 TO STA. 258+00, 00 l!l ' ,. SHEET 134 4il....--.l...-----,-....J ~ . ' ' • ' . ' i • ' . ' • ' ' ' ' ' • ' ~ SCALE H0RIZ VERT -- I "=40' 1"=40' • • , ' • i ' • • ' • . I • . ' ' . ' • I Robert Bein, William Frost & Associates PROrESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. BOX 19739 14725 ALTON PARKIVAY,IRVINE,CALlrORNIA 92718 1714) 472-3505 PREPARED UNOER THE SUPERVISION or: DATE R.C.E, NO, • • DATE ~ BY • • ' DESCRIPTION REVISIONS DRAWN APP'D, DATE DESIGNED CHECKED • SCALE JOB NUMBER DR.18(15819)-B Sheet 135 Of 149 PELICAN HILL ROAD CROSS-SECTIONS STA. 259+00.00 TO STA. 266+00.00 ~- $$··::. ·; • ·.: .. • • SHEET /36 or -'/._'4~g __ _ I ~ ' ' ' ' t ~ ' ' ' ' ' SCALE H0RIZ VERT -- I "=40' I "=40' • ' ' ' . ' ' ' Robert Bein, William Prost &-Associates PROfESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. SOX 19739 14725 ALTON PARKWAY,IRVINE,CALIFORNIA 92718 1714) 472-3505 PREPARED UNDER THE SUPERVISION OF1 DATE R.C.E. NO. ' mi s/n/'J• SH DATE BY • I 0 JM ;ol"Jf!, DRAWN SCALE DESCRIPTION APP'D, DATE DESIGNED JOB NWBER REVISIONS CHECKED DATE DR.18(15819)-B heet 136 Of 136 PELICAN HILL ROAD CROSS-SECTIONS STA. 267+OO.OO TO STA. 274+OO.OO ' ' ' ' ' ' ' ' ' ' ' ' ' l· . - ','i ' SHEET 1:30 ' ' ' ' I I I I I ' ' ' I I i ' ' ., I I ' l ' ' ' I I I I ' I -' I ' - '. ' I .!, I ' I ' SCALE HORIZ VERT I "=40' 1"=40' ' ' I I ' I I I ' ' I I ' ' I ' ' ' I I I ,, i I i ' ' ' ' I ' ' I ' Robert Bein, William Prost & Associates PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. BOX 19739 14725 ALTON PARl<WAY,IRVINE,CALIFORNIA 92718 17141 472-3505 PREPARED UNDER THE SUPERVISION Of": DATE R.C.E, NO, '. I I ' . DATE BY DESCRIPTION REVISIONS • DRAWN SCALE APP 'D. DATE DESIGNED JOB NUMBER CHECKED DATE DR.18(15819)-B Sheet 137 Of 149 PELICAN HILL ROAD CROSS-SECTIONS !! ' STA.275+OO.OO TO STA.282+77.42 ~ " SHEET 137 /4g OF----'---''----- t/1 I ~ ~ ' I I I I j ' I I I I "' ' I I • I r ' I I ffl SCALE HORIZ VERT --1"=40' 1"=40' • • • ~ I Robert Bein, William Prost & Associates PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. BOX 19739 14725 ALTON PARKWAY,IRVINE,CALIFORNIA 92718 (714) 472-3505 PREPARED UNDER THE SUPERVISION OF: DATE R.C.E. NO. I I I ' ' DATE BY fl m DESCRIPTION REVISIONS ~ DRAWN SCALE APP '0. DATE DESIGNl:D JOB NUMBER CHECKED DATE • DR.18(15819)-B ' Sheet 138 Of 149 PELICAN HILL ROAD CROSS-SECTIONS I •• •• I STA. 283+OO.OO TO STA. 291+OO.OO 'fl I I I I SHEET 13$ OF __:___/4___:___<ZJ __ I I ' ' I I ~ I I I I I ' ' I I I ' SCALE H0RIZ VERT -- I "=40' 1"=40' • • I ' ' ' ' I I I I ' ' ' ' I Robert Bein,William Frost & Associates PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. BOX 19739 14725 ALTON PARKWAY,IRVINE,CAllFORNIA 92718 (714) 472-3505 PREPARED UNOER THE SUPERVISION OF: DATE R. C.E. NO. DATE BY I ztl ;m:mH-• -1! ilil DRAWN SCALE DESCR I PTl ON APP 'D. DATE DESIGNED JOB NUMBER REVISIONS CHECKED DATE DR.18(15819)-B Sheet 139 Of 149 PELICAN HILL ROAD CROSS-SECTIONS If STA. 292+00.00 TO STA, 300+00.00 :JI!! =m :, ,.. < -"" --~ ·~ ''f' ,- r; l"-L .. 1~-'t 1 ~ SHEET 130, -I /4tg OF __:_ ____ _ 'i I ' ii I I ' ' ' I ' ' ' ' ' ' I ' ' I ' ' ' ' ' I ' I ' ' I ' ' ' !!I! ' ' I ' # I ' ' I ~ I ' I I I ' I I ' ' ' ' I ' I ~ I ' ' I ' ' ' I ' I ' I ' ' ' ' I ' ' ~ ~ I ' ' I ' ' ' in ' I I I I I I . ' ' ' ' " ' I ' I I ' ' ' ' ' ' ' I ' ' ' I . ' ' ' I ' ' I ' ' I ' ' ' ' ' I I 'iii I ' ' ' I ' . ' I I ' ' I ' . I • ' I ' ' ' ' ' I I ' ' ' ' ' ' ' ' ' . ' ' I I I ' ' ' ' ' I SCALE (;QQ H0RIZ 1"=40' -d.J0 : j ..,,,. ~ - VERT I "=40 ' -..::..'.\l_;=;=::.1 --:tr I I . . ' :§:;I:: ~ ~ I I ' ' ' ' • ' ' ' ' I ' ' ' ' I ' ' ' I ' ~' ' I ' ' I ' . ' I ' ' ' ' ' ' ' I ' ' I I I ' I ' ' ' ' ' I ' ' ' I I I ' ' • ' :\!j1 ' I ' ' ' ' ct ' ' ' ' ' ' ' ' ' I ' jQ$ I ' :$: . I ' ~ I ' I ' ' ' j ' I ' I ' ' - ' ' ' I I -· ' ' ' ' I '-, ... ' -. '" .-, ,:;. -. -.. -· ~, .. , . .. " -.:-·: ' ' I • ·• ,J~l ' n I " ' ' ' " ; ,, . ' ~ ,; I I . , 1 •/fr, t. ''. ''1 ,' l ( ' .,_,. " ~ . ' m ' ' ., -~ --. . . ' ' ' . -~ .. ,, --. . -I iii ' ' ' 'ill ' ' • .. - DR.18(15819)-B ' Sheet 140 Of 149 ' I ' ' ' ' PELICAN HILL ROAD SHEET Robert Bein, William Prost & Associates CROSS-SECTIONS 140 PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS STA. 3O1+OO,OO TO STA.31O+OO,OO 14725 ALTON PARKWAY,IRVINE,CALIFORNIA 92718 P.O. BOX 19739 /4g 17141 472-3505 DRAWN SCALE OF PREPARED UNDER THE SUPERVISION or, DESCRIPTION APP 'D, DATE DESIGNED JOB NUMBER R:-Si~~-t -DATE BY DATE CHECKED DATE R.C.E. NO. REVISIONS l)I(. ,, l ,r,,, J ~ ' I \ ff I I ' ' ' ' I I ' ., ' " ~ . . I SCALE HORIZ VERT -- I "=40' I "=40 ' • • • • ' I ' ' ' ' ' ' I I I I ' ' ' ' ' ' I (G 'VP\/~ Q~ Robert Bein,Willia,m Frost &-Associates ,,_ PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS ,d_ u _..,,,~~ P.o. eox 19739 14725 ALTON PARKWAY,1RVINE,CAL1roRNIA 9211a ' I I ' ' ' I ' ' I I ' I ' ' ' ' I tu ~'.'{ -:;:::;/ 1714) 472-3505 DRAWN SCALE • , DR.18(15819)-B Sheet 141 Of 149 . ' . ' ' ' ' PELICAN HILL ROAD CROSS-SECTIONS STA. 311+00.00 TO STA. 319+00.00 ~ PREPARED UNDER THE SUPERVISION OF• APP , D • DATE DES I GNED JOB NUMBER ~ DATE BY DESCRIPTION ,6 ~ ~ L _________________________________________________ _J ____________________________ ___,!D~A2.TE:.::.2!!!'.:._ ___ ..J. ________ ...;R~E=.!.V.!.1.::::S.:.1.::::0::.:N:::S:..... ________ LCHE-C_K_Eo _ __JI..D-A_TE __ ...1_JL;N=""'....;5=:;...v..:::..:1, ---"'»':-:=--:--:-:::~:-:;;r-:::-.--R.C.E. NO. ,- • l'l \ IS-i"J 1. - m j I I ' ' ' SHEET 141 I I, I I 6 I I I I I I I I I I I I ' I ' ~ I I I I tlll ' I SCALE H0RIZ VERT -- -- 1"=40' I "=40' • • ' I I I I I I I I I I I I I I I I I 1 I I I I I Robert Bein, William Frost & Associates PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. BOX 19739 14725 ALTON PARKWAY,IRVINE,CALIFORNIA 92718 (714) 472-3505 PREPARED UNDER THE SUPERVISION OF: DATE R.C.E. NO. I I I 1 I I I I I I OATE BY I I I I ' I I I I I ' I I I I I DESCRIPTION REVISIONS DRAWN APP 'D. DATE DESIGNED CHECKED • SCALE J08 NUMBER DATE DR.18(15819)-B Sheet 142 Of 149 PELICAN HILL ROAD CROSS-SECTIONS STA. 319+19.40 TO STA. 325+00.00 SHEET t42 -./5 ,;. . 0~ g • J J,,. ~ c,,. . ~ ~ j lJ ' ' ' ' ' ' I ' ' ' ' I ' ' ' I ' ' ' ' ' I I I I ' ' I I : ' ' I ' ' I ' I ' ' ' ' ' ' ' I ' ' ' I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' ' I ' ' ' ' ' I ' I ' ' ' I I I I ' I ' a I ' ' ' : ' ' I ' I ' ' ' ' I ' ' ' ' ' ' ' ' ' ' ' ' ' I ' ' ' ' ' ' ' ' I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' • ' ' I I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' I ' ' ' ' ' ' I ' I ' ' ' I I I ' ' ' ' ' I ' ' ' I ' ' ' ' ' ' ' ' I ;t I ' ' ' ' ' I ', ' ' . I ' ' ' ' I ' I ' ' I SCALE ~ q Q< H0RIZ I "=40' ~~ = .,,, .. x - VERT I "=40' c., <. -:::;</ --:Jr . ' ' I I I i I ' ' I ' ' ' l I ' I I ' - : ' ' I WI I ' ' I ' ' ' ' I ' ' ' ' ' ' ' I ' -151 ' 1151 ' ' ' ' ' ' ' ' I ' ' I ' ' ' ' I ' I I . I ' I ' " ' ' ' ' ' ' ' I I ' ' I ' I : ' I I I ' ' ' I I ' ' ' ' ' -~ ~· ~ -.... µ.-' .. . -> V' I ' ' I ' ' ' ·t -",'" ~-' j -, ' 1 ! . ' I , ' , ' ' ' ' ,) \,<• . . ' ' ' ' ' : ' ' ' I I ' ' --o, -,. -· -' ' ' '·. _,_ --.. ' ' ,. ' . I !ffl I V ' Dlh8(15819)-B ' Sheet 143 Of 149 ' ' ' ' • ' ' ' COYOTE CANYON SHEET Robert Bein, William Frost & Associates CROSS-SECTIONS 14~ PROFESSIONAL ENGINE:ERS,PLANNERS & SURVEYORS 14725 ALTON PARKWAY,IRVIN£,CALIFORNIA 92718 STA. 6+00.00 TO STA.9+28.00 P.O. BOX 19739 \.<\-9 1714) 472-3505 DRAWN SCALE OF PREPARED UNDER THE SUPERVISION OF: DATE BY DESCRIPTION APP 'D. DATE DESIGNED JOB NUMBER DATE CHECKED DATE R.C.E. NO. REVISIONS f) i. ,, l '; )r11, )-.6 1.- I I I I ' ' I I I I ' I I ' I =lsii ' I I ' " I I ' I ' SCALE HORIZ VERT -- I "=40' I "=40' I I ' I ' ' ' ' tl I I " i i ' I ' ' I ' ' ' ' I I I I ' ' I I I ' I Robert Bein, William Frost & Associates PROFESSIONAL ENGINEERS,PLANNERS & SURVEYORS P.O. BOX 19739 14725 ALTON PARKWAY,IRVINE,CALlrORNIA 92718 (714) 472-3505 PREPARED UNDER THE SUPERVISION or: DATE R.C.E. NO. I I ' I DATE BY DESCRIPTION REVISIONS j : ' DRAWN SCALE APP 'D. DATE DESIGNED JOB NIJIIBER CHECKED DATE , DR,18(15319)-B Sheet 144 Of 149 ' ' BONITA CANYON ROAD CROSS-SECTIONS STA. 10+00.00 TO STA. 19+00.00 SHEET 144 Of ;4g