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HomeMy WebLinkAboutR_5827_SJ) ... -v j > ~ <\... +-:I: ( J • <) VJ --f .J v1 ~ <l ',. • '>-\-'"-1' ~ I::, j t I -J ~ D.. ~OS C\NGHES COUNTY WESTMINSTER Bolla Av CJ INOICATE.SAREA SHOWN ON LOCATION MAP SAN BERNAR01NO COUNTY . \ a,,~,,--·"-"-""-" SAN JUAN CAPISTFIANO I I SJ\N DIEGO COUNTY ci<lrR"AAICc: VICINITY MAP I 0 5 10 ··---.. - - SCALE IN MILES &.XK 132 OCK 1.30 -------8L,;;=-OCK 13/ / ~ ,.q,fC/r]C_ COAST Hl6h'WAV • 7-f ?'b, .. .31 ~INT. 8EC,/A./ PRO✓t::CT LOCATION MAP NOTICE: THESE PLANS HAVE BEEN REVIEWED AND APPROVED BY THE IRVINE RANCH WATER DISTRICT AS BEING CONSISTENT WITH DISTRICT STANDARD SPECIFICATIONS. THE FACILITIES DEPICTED ON THESE PLANS HOWEVER ARE NOT APPROVED FOR - CONNECTION TO EXISTING IRWD FACILITIES. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY N(\' SANTA ANA, CALIFORNIA E. SCHNEIDER, DIRECTOR PLANS FOR CONSTRUCTION OF STREET IMPROVEMENTS FOR PELICAN Hill ROAD FROM BENCH MARK: ELEV.186.356 l976AOJ ALUMINIUM CAP STAMPED 3D0.30. 70 PACIFIC COAST HIGHWAY TO BASIS OF BEARING: STATE OF CALIFORNIA "LAMBERT COORDINATE SYSTEM ZONE :CZ:.• ABOUT 1.35 OF A MILE SOUTHEAST ALONG THE BONITA CANYON ROAD, FROM THE INTERSECTION OF MACARTHUR BOULEVARD, ABOUT 0.25 OF A MILE WEST ALONG THE ROAD FROM THE INTERSECTION OF COYOTE CANYON ROAD, Iii FEET EAST OF A POWER POLE NUMBER 1816430 E, 24, FEET SOUTH- WEST OF THE CENTER LINE OF BONITA CANYON ROAD, 1.5 FEET NORTHEAST OF BARBED WIRE FENCE, IN TOP OF A CONCRETE POST, ABOUT LEVEL WITH THE CENTER OF THE ROAD Alf) WIT- NESSED BY A STEEL POST ABOUT I FOOT NORTHEAST. SAN JOAQUIN HILLS ROAD ... DEVIAT!Orl FROM OCEMA STANDARDS J. 2. 3. 4. STREET LIGHTING IS CONSTRUCTED AT COUNTY STANOARD SPACING FROM PCH TO STA 25+50 (THE FIRST FUTURE STREET INTERSECTION ONLY.) • SIDEWALK WIDTH \HLL BE FIVE ( 5) FEET ON THE WESTERLY ( LEFT) SIDE OF THE ROAD. CERTAIN AREAS ON THE WESTERLY SIDE WILL NOT HAVE ANY SIDEWALK. THE SIOEWALK WILL MEANDER AWAY FROM THE ROADWAY IN SOME LOCATIONS. THE PARKWAY WIOTH BET\IEEN THE SIDEWALK AND CURB WILL BE EIGHT (8) OR NINE (9) FEET WITH A CROSS GRADE VARYING FROM 1/4"/FT. TO 9%. THE SUPERELEVAT!GiJ RATE OF 4% FOR THE 1200 FOOT RADIUS CURVE WILL ACHIEVE A DESIGN SPEED OF 53 MPH. THE SHORT TANGENT BETWEEN PACIFIC COAST HIGHWAY ANO BEGINNING OF THE 1200' RADIUS CURVE AND NECESSITY FOR A FREE RIGHT TURN WILL NOT ALLOW STANDARD SUPERELEVAT!ON RUN-OFF TO BE ACCOMMODATED. THE SUPERELEVATION RATE OF 4% FOR THE 1500' RADIUS CURVE WILL ACHIEVE A DESIGN SPEED OF 59 MPH. 5. MEDIAN CURB AND GUTTER WILL HAVE A GUTTER CROSS SLOPE OF 5%. 6. A 19 FOOT WIDE MED!AN, ALLOWING FOR 7 FOOT MEDIAN NO~oS, WILL BE CONSnUCTEO IN SOME P.PEAS AS SHO~r. ON THi: PLANS. 7. THE MINJ/>1UM DESIGN SP!:rn ;:J~ CREST "iERTICAL CURVES IN 57 MPH. e. ORJV;:iJAY APPROACHES FOR UTILITY Ef.SEMENT ACCESS WILL HAVE A 2 1/2" LIP. 9. RDf.D GRADES THROUGH :NTrnSECT!ONS WITH LOCAL COLi.ECTORS STRESTS WILL BE 6%. 10. DELETED 1:. MEDIAIJ WILL HAVE LESS ,HAN GO% HAROSCAPE. • 12. HOR'.ZONTAL s:GHT DISTANCE AVAl'.A~~E THROUGH THE 1500 FOOT qA'J!~S CURVE IN THE SPLIT LZVEL pcJRT!0:1 OF THE ROADWAY WILL R:;:suLT ,N A DESIGN SPEED OF 55 MPH iN THE UPHILL DIRECTION. 13. THE MI\X!MUV. GRADF. WILL 6:a 7% (!X'WN ;~ILL DIRECTION ONLY)WITHIN A POilTION OF THE SPLIT LEVEL ROADWAY. /.t/•'/~ . . ''/~ 7. _.., -5--<f' I>· ., ~£.,C/,y/ F• 'IC/ .... /, • ( \ ' APPROVE FOYSTANDARD DEVIATIONS DIRECTOR, PUBLIC WORKS ASSESSMENT DISTRICT 88-1 PELI CAN HI LL ROAD AND EMA-PUBLIC WORKS PLANS COMPILED BY: UPPER SOUTH LOOP ROAD 0 GEOTECHNICAL CONSULTANT: LEIGHTON AND ASSOCIATES 3050 DAIMLER. SUITE B SANTA ANA. CA. 92705 (714) 250-7115 APPROVED FOR CONTRACT ADMINISTRATION /4/:t/t'.&~-'1, / :Z'.1/✓, /1¢,fti~b'l DIRECTOR OF PUBLIC WORKS {// ARCHAEOLOGIST /PALEONTOGIST THE KEITH COMPANIES MICHAEL E. MACKO (ARCHt1EO) JOHN D. COOPER (PALEO) 200 BAKER STREET COSTA MESA, CA 92626 (714) 540-0800 "l@ber'l<&i11..,'William"Ft1>.st C&c,5tssociatos PROFESSIONAL E NOl~EEAS. PLANNERS l SURVEYORS 1'0. DOX llt:11 t U 1JS M.l~ l"A_.,.,_1,W,MLCAUfOll'll.\U1II /11a1•1n!O, ASSESSMENT DISTRICT 88-1 ' PELICAN HILL ROAD I S. ROBERT KALLENBAUGH RCE N0-279B7 EXP. 3/31/90 '---------------------DR. 19 (15818)-A Sheet 1 0F 0 EMA-TRAFFIC ENGINEER! NG APPROVED: ....._ _________ , ________ _ ~7\ :if-.. o\ s\ ;7\ ., ~3 9'n ' ,\ //1\ - /4\ I/.~ NO. ' INDEX OF SHEETS SHEET DESCRIPTION 1 2 3,:.,,'3B 4 5 6 TITLE SHEET LIST OF CONSTRUCI!ON NOTES, TYPICAL SECTIONS TYPICAL SECTIONS/ WALL ENCLOSURE llETAILS AND SCHEDULES DETAILS, INDEX MAP DETAILS ROUGH GRADING PLAN· PHR/PCH JNTERS:;:CTIQN (NORTHERLY) 7 PI.A,.'! & PROFILE· PCH (STA 260+21.44 • STA 263+66.44) ROUGH GRADING PLAN -PHR/PCH INTERSECTION (SOUTHERLY) 8 Pl.A,.'! & PROFILE -PCH (STA 263+66.44 -STA 271+67.44) ROUGH GRADING Pl.A,.'! • PHR/PCH INTERSECTION (SOUTHERLY) 9 10 11 12 13 14 15 16 17 18 19 20 21 '12/'2:3 24 25 26 27 28 19 PLAN & PROFILE· PHR (STA 10+04.18 -STA 16+00) !'LA,.'! & PROFILE • PHR (STA 16+00 -STA 28+00) PLAN & PROFILE· PHR (STA 28+00 • STA 38+00) Pl.A,.'! & PROFILE· PHR (STA 38+00 • STA 49+00) Pl.A,.'! & PROFILE • PHR (STA 49+00 • STA 611+00) PLAN & PROFILE • PHR (STA 60+00 • STA 7::+00) Pl.A,.'! & PROFILE -PHR (STA 72+00 • STA 8'.-+00) PLAN & PROFILE • PHR (STA 84+00 • STA 95+00) Pl.A,.'! & PROFILE -PHR (STA 95+00 • STA 106+00) PLAN & PROFILE -PHR (STA 106+00 -STA 117+00) Pl.A,.'! & PROFILE. PHR (STA 117+00 -STA 128+00) Pl.A,.'! & PROFILE. PHR (STA 128+00 • STA 140+00) Pl.A,.'! & PROFILE -PHR (STA 140+00 • STA 147+82.26) SUPERELEVATION DIAGRAMS CROSS SECTIONS· PCH (STA 260-fOO • STA 263+50) CROSS SECTIONS· PCH (STA264+00 • STA 265+50) CROSS SECTIONS -PCH (STA 265+94.44 • STA 267+50) CROSS SECTIONS -PCH (STA 268+00 -STA 271+50) Pl.A,.'! & PROFILE· PHR RETAINING WALL "B' RETAINING WALL DETAILS 30 PLAN & PROFILE -STORM DRAJN AT PHR/PCE INTERSECTION (LAT 'A·l", "A-2", "A-3", 11A-4';,·11A-!:';,'') 30A-30H 30! 31 31A 31B 31C 32 33 34/35 36/37 38 39/40 41 42 43 44 45 46 47 48 49 50 101/102 Pl.A,.'! & PROFILE. PHR SLOTTED DRAJNS SLO'ITED DRAlN DETAILS WATER/SEWER IMPROVEMENTS INDEX MAP & GENERAL NOTES. PIAN & PROFILE-PHR SE\\'I:R UNE (ST. STA. 109+ 12.00-ST. STA. 117+00.00±) PLAN & PROFILE-PHR SEWERUNE (ST. STA. 117+00.00± ·ST.STA. 124 + 60.72±) PLAN & PROFILE-PHR SEWER LINE (ST. STA. 124+56.22 -ST. 3TA. 136+05±) PLAN & PROFILE -PHR SEWER LINE (STSfA 136+5± .-ST .. STA 147+87.26)-PLANFORPHRDOMESTICWATERLINE(ST.STA136+05± -ST. STA 145+52.13) PLAN FOR PHR DOMESTIC WATER LINE (ST. STA 16+00 • ST. STA 22+50) TRAFFIC CONTROL PLAN (STAGE I) • PHR/PCH INTERSECTION TRAFFIC CONTROL PLAN (STAGE II) • PHR/PCH INTERSECTION SIGNING/STRIPING GENERAL NOTES AND DETAIL SIGNING/S1RIPING PLAN -PHR/P<..1i INTE:!SECTION SIGNING/S1RIPING PLAN· PHR (SfA 11+00 -STA 34+00) SIGNING/STRIPING PLAN· PHR '.!.l'A 34+00 · S'f/1 .58+00) SIGNING/S1RIPING PLAN· PHIi. ;_;',.A 58+00 -Si'A ,'.'2+00) SIGNING/S1RIPING PLAN· fliR (orA ai+oo -STi< 106+00) S!GNING/S'IRIPING PLAN· PHR (STA li16+00 · 8'!.< 13!' 00) SIGNING/STRIPING PLAN -PHR (STA 130+00-S''i t'7+82.26) TRAFFIC SIGNAL PLAN -PHR/PCH INTER~FCIJ<;'• . TRAFFIC SIGNAL CONDUff PLAN. (PHR INT. A·r ~. , , , ar,c 42+05) TRAFFIC SIGNAL CONDUIT Pl.Al'. (PHR ll'f!, AT . ·'+50.22 AND 135+51.72) TRA!-Tl'.' SIGNAL CONDuTf FJ.:-,s -(PHR INT AT JO ,Q.80 AND SJHR) . PELICAN HTI,,T. ROAD. CCJN::1.Pl_.1crloN ACCES~• RDAD .,:XU1:BIT UTILITY PHONE NO. SO. CALIF. EDISON PACIFIC BELL TELEPHONE SO. CALIF. GAS CO. METROPOLITAN WATER ·DISTRICT LAGUNA BEACH COUNTY WATER DISTRICT IRVINE RANCH WATER DISTRICT -. (714) B59-5253 (714) 966-6216 (714) 634-3106 {213) 250-6000 (714) 494-1041 (714) 476-7500 (714) 721-6226 (714) 544-8890 1(800) 42 2-4133 COMMUNITY CABLEVISION THE IRVINE COM,PANY-{A.G. DIVISION) UNOERGROWND SERVICE ALERT AS-SUit. T /?EJIIS/ONS SE(;APPl.lCABi.E Sf/El:TS AOO AC StO€WAlf;_jj'/! Access /i'AM.PS r. liR ·.~l}/. .S.J.1-1,R. ' 2/, ~c; Re'V/SCO AC p,urr1ZR Fl0Wl.(N£' /2 . sm._4z.£?)~..,.c~.L-::..f!..11.~,_ ___ _. _____ ,, ___ Aoo 8't.F.l8"RCP CONNECTOR?/,..£ ~Sl"t.lTCBs: At II,(~,, ts; I& STA. :Hfm~sq 7NG0~~.0.91-1-35-~II-~. ELIM/NA rt: t¼','V£WA Y .4/'r."<'OACH€.5 19,, 20 STA~!.-?B£00.{~}ANOSTAJ.!JlfCOffi}:-: r.~~-, AOO TRAFFIC .S.'/Y./,(1f INT.')1.CONNCCT CONDUIT p: -~ ,S.J •. /e. , 50 AOO STREEr t.,lt:fl!J(Z.1.dMO CO"'j,lltr STA. 2&.~t&C.,44 ANO STA. tG!Jl-2.?.4 l'?C,11. P.N.ie. • 8 ~liVICfiD ~.c.e:--~GKV. ~aAOCRO.SSIN<i"BACii:Ftt.t. A{ •• S1",ct. 104 !AS -r.H.~. 18 1':1q~f;Y~ iliCt.~'f.,,j~ ~Plic.l.f 1!11.R'-. !?O ZI REV!ScD TRAFFlC STF!lf"/NG P.fl.R. e/ S:J.11.R. 404riiJ t?3o., Z32., 1?33 t":tfV'ISED ~oc ';"..#.'.5" sER,Y✓rr:;£' ro TtMFP✓C 47 ~""'At ,: ,'!'c;V. .:t!,.&_i,, SL '/t!INAT. ~fl#'ffa '.4!.t.S /1T STA-5.!J,J,07 3· I :3,, 15 ANO S1:A.131-P.JI.R. fa:et:.PC'AT~-8" a,'M.S:9T/C WA?='R .:5/<---J 3Z ,P,41'H ,R€=V/G/0,A./!:J .3, 54,~ /P,/&,./';J/819.,M., ZI . . ' '" • ... A ,'1._C,,i9ft;J _..r.::~d.'5'.HEt'ET PO-"" s.o. .30J .uz .--:1•?'~1' ef ; ,, --·-·· AJ?OEif-./OUM r-/0, ·/ SEE AP.PL/cA.eit..& ::.,:,,:.,,75·, --.f ~ . - ,4 oa ew a:.--,v1 ,v,::,, 3 " -,, -,, • -- e,?'/ / ,co7;,v ,Jc;>, /" " " " ,, DESCRIPTION ?HEE-T.:S--== • ·APP'D REVISIONS I . ' • , Z;/92,, tqli?/91 I0/!?4/9/ 8/.31/90 ,;;,/4:o/91 7,lt7/91 €[//3/91 G/14/91 415/91 81c3/9! S/15/91 3/?0f 91 I O/l-.:J/t;"() q/"";',,? 1/lt;fC/t 1/-/.Z?/9,:> -,#Z5/-;,1? ,;'/Z3/90 DATE' , ... \ " -,,, __ .,,,,, •", [:~~--~~---- 3 _ 08 _ 65 __ ) ( SHEEtd0 de~~. ):, ·-IRVINE RANCH Wi\TE'.R DJSTRLCT . APPROVAL OF SEWER F.'l.CILITIES ', . /} -· DATE ~ ,,,;/,:,-.. _.,,✓ } I APPROVED ev_;....:-.,...;: ·A::. /~' ,,_y, -~--,!1,.,f,&':1_ SUPEP.VISEifBY: REVIEWED. BY: fY':•2, ~,,~~~2-. t?,-1-<;U:, IR_VJ_Ng__ kANCH WATER DISTFllCT I>, ,,. ..,, 1· ! "t:A •• •-•~•• OF WATER FACILITIES .. /' ·--DATE APPROVED BY: --~··· ' ,> 9" ~~------2 -::· .J .... ,,. .. ·-;? - SUPERVISED .:i·Y :- ~..V .. l&.!-'' ,-:, By • G,_. ;:;;_fM•......-1.-~-,..J;,,L-_ ---tl-/-:·~'?' . _.,,. - - J p,. \ I LIST OF CONSTRUCTION NOTES No. DESCRIPTION ~v-4\ 7 CON-"'T-as' 7""Yr'-"" B ,4.C.//,C?'cc ?5'S e,.;.e,.('-:5ee ~C:,-,4L. .P.ROV->"S/0,-VS.) 1,...--1 (z) CON,!;;T-SURVcY MONUMENT TY?e.. "A" P&P. OCE:NA STD-1406 ,;) CONST-SURVEY HONUHENT TY?E '18" PER OCEMA STD. J40u 4) CONST 170 L.F-PUCT 8ANX PEP, SECTION, SHEET 18 µ.:...7L)•.,..-oc-ll-'"':;;==·s/.OEW,4LK('ut" Ao:R~ PER~ ~c, .=.,,,v,<.,,t::>. /Z05 8 ) ':5 . -~:-...,~~v-c.::::..,-Ka • ·-~ ..::::::.-.-.......... N-. H ........... -c;.,, 91 =-""-«"'1YCU.IA5PT 7VRS'"~"PERcJC8"MA S?v.~M?-//309'("'3" PE"R,c?'.A/4) II f1A\ p..-V.ST ~t::: £:',:S K/ A,,c;r~ e::,.?C;). --z....-/../,.,_,.__. =--/8 -.....-( ~ ;c-~,~ vq. J /ll.O P".e".e' ,.PEZ::A/L-S ,, ,. • ' , / (16) RE"Mt:'VG" E",!""/67," A .c · A4VL5W'&Arr RENVVE" E""A",677 A. C · BGRAd ~~l'~~~c ~7.ZFV4iA~,-p,;~~~-~,kl~c.5:-,,..,,"ZT7,~,,,~-'IS".°=-,~-'"-'i:f7-'H~Az~g,;,.~no:,ci~i;::-,s;;~r.r.v.v..7 ,~'z:::T-N.v.. -----t---t------Jr----t---t .RcLO::LITG" €.Ji'/GT:" 8'1/G G,t/,GZT.!:R. • PP0?2S-C? /,,<./ PL..4Cd a:;.,vq;?__:: ~lZ}IN/"Y'o/~L:: /J -,,-'-, ., ~ -::;?"/_h ..,.e .. ,~,1/£.,,//VG 4V 7Z?? Pf/..4~ ~ c..4~.,,0/./5 .=:::,727. ~ COAi.GT 4".CONC. PAV!Nc3 F~ O.C.£.M.A. STO. P.L.AN No. IE0..5. v.3'\ CO/.IST uRAOcO c.4RT11 St//Ac.E TRAUStTfO,U PeR OErAIL, SHEET .U0. 29. C,.o) 71 CC>.-V8T. /6// G=L. C04r" Sil COM.GT 8# 1/CP SG"CL/c?R t:LI/TH CO,WPRESS/0/\/ JO/NTG I'\ . • r-:'IJ, COA/GT. B" .4CP, Cc.AG.9 /-60 COAT.ER M4//t/ leili Q?.1/GT. 8" 6.tlTc V4LVE PER /R(LIO GTO. /9:'.L1/\/ A/0. CL/-/ f 11< SIDEWALK APPLICABLE FROM STA. IO+o4.I8 TD STA. 25+49.00 AND STA.88t21.8ITO STA.I07+,82.47 OTHERWISE R/W IS· LOCATED FROM CURB FACE AT 1/4"'/FT. R/W t SIDEWALK MEANDERS FROM STA. 91+50.00 TO STA.96+00.00 SEE PLAN SHEETS VA" ., R/W R/W VARIES ,za'(MIN.) -141.s,'(W.¼.) R/W VARIES 130.s'-142' VARIES 60'-79.5' le_ VARIES 68' -79.5' w 62 5' I VARIES 68' -79.5' J -• ,,-~v;R1E?"-'!\•, s• VARIES 44' -53' 7'0Rl7'0R VARIES 44' -53' g• B' ~ARIES ~ v~RIE~ i--"t-=9'-• _____ ._4c...4c..' ________ s_.5~• ... 1.7_•_0R-~ __ V.:...A __ R __ IE_S_4--4_'-_5_3_' ___ ....:s:...•...,.~s=--11' VARJis ,._ -'2~•'"7.M~AS,X-1 J-00-t-l:::....,.-----'-:..::..:.:=__:e::,______:""----t-9~5~•-l-!:-lg-:5~•+---'-'0!.>..!-""--='----=~-:---!-,...::..-+---fi ~• 2 MAX. J 19. 5 • Li 2• MAX. /Y,._ • Jo,-. I • 1 • 2 MAX. ,-., ~,-\ "L. , • ~•. ~ 1 T.C. ELEV. I ·"" I T.C. ELEV. L • § --I PER PROFILE \ 1/4' T. C. ELEV• PER PROF I LE - / FT. ~t'ER PROFILE I T.C. ELEV. I ,!.,....==:;¾;::O:...Fc..T.TI ,..__ T. c. ELEV. I . PER PROF, L\ 1 · 1t-...-' d.J f' .:::·-~~~ W.t· taA:;RoF,L~ • I ~ 7. 5 I 6 -r~ll: ~J_._:.1¥J;";pfr::::,;_::f< \ ~ .. STA. 13+04. 18 TO STA. 22+92.53 STA. 89+71.81 TO STA. 104+04.99 (HTS) 1,-. 1 _ "'s'"'-"'-._...1,...-, _ 5 I STA. 34+72.61 -STA. 48:t-9~~~0 SUPERELEVATION TRANSITION SUPERELEVATION TRANSITION STA. 29+45. I I (N. C.) -STA. 34+72. 61 STA. 32+00. 18 (N. C. l -STA. 34+72. 61 (F. S. l SUPERELEVATION TRANSITION STA. I 0+04. I 8(WSI-STA. 13+04. 18 CF. S. l STA. 22+92.53 STA. 85+94.31 (F.S.l -STA. 28+20.03 IN.C.l-STA. 89+71.81 (N. C. l IF.S.l STA . 104+04.97 IF.S.l-STA. 107+82.47 IN.C.l SUPERELEVATION TRANSITION STA. I 0+04. 18CWSI-STA. 13+04. 18 (F. S. l STA. 22+92.53 IF.S.l-STA. 25+64.95 IN.C. l STA. 87+71.81 STA. 104+04.97 (N. C. l-STA. IF .S. )-STA. 89+71.81 106+04.97 (F.S.l R/W VARIES 130.5'-139' R/W (F.S.l F.S. -FULL SUPERELEVATION N.C. -NORMAL CROWN ( N • ~;.2._,_ 1------__:V.:..:A...:.R :..:' E:.;:.S...:6:.:2=---5:...'_-...:.7...:.1 _' ---:-;-:-:::-,-:::,:,-""t'lie. ,,__ _____ .=_68=--'---------1 __ --:._ ,----~--. VARIES I " -i") VARIES g•· 44' . 16.5'-25' I 44' 9' 8', VARIES ,6.\ 2 MAX. 11 VARIES I I 2 MAX. ~ ..._ JlllilJ T.C. ELEV 9.5'-!B' 7' ~ WG. -WAl<f'E) 9eC\10N /se:e 6HE:ET B) -\ I I 40 ''-"" :ER PROF I LE j--_3_._s_•_--11------~ _.J • ~· • '""" '"" ·1. K -"' -3. 5. I >-'--/F_T::..:J...-:~~~-'?~a~_ -~ .@t--® <v'-'\~v<,, ~ i~RCPR~~7~E > • ~ , \::" c.\ 1 ":--· 'I,'<:-""' kt! 1 r: 1 v/lFr: _J [ Qv Ii \ ,'<:-x 1,1~J<.. sllP :""' • l SLOPE VARIES -I\. '1.v :,l ~J-cx .. 7 2: I MAX. AT ~--'4';-~,I,:__ -=-=;;;;;:;;;~~~~ I MAX. HEIGHT OF 8.51 1 ~ 2 -i " SEE S:REET IMPROVEMENT FLAN 5 SEE SHEETS 12 13 ~14 FOR CONSTRUCTION AND GRADING DETAILS FOR THE RETAINING WALL AND FOR LIMITS OF METAL BEAM GUARDRAIL 6 (D FOR STA, 62+22. 47 -STA. 64+25. 00 * PAVEME~T WIDTH VARIES 109'TO 116' STA.25+64.95 TO STA.27+01.00 SEE PLAN SHEET N0.I0 STA. 48+95.00 -STA. 60+72.47 NTS SUPERELEVATION TRANSITION SUPERELEVATION TRANSITION STA. 28+20.03 -STA. 32+00. 18 STA. 84+50.00 -STA. 85+94.31 STA. 25+64.95 -STA. 29+45. I I STA. 60+72.47 IF.S. l -STA. 63+15.74 IN.C.l STA. 60+72.47 (F.S.l -STA. 65+99.97 lN.r 1 STA. 84+50.00 -STA. 87+71.81 .J NTS ® * A. C BERM FROM 262+50. 00 TO 263'"66.44 AND 268+22.44 TO 269+50.00 SEE SHEET 6 FOR GRADING IN THIS AREA ii r' r I It I VARIES o'-23' • s' , * TB ELEV. IC,, PER PROFILE I E. P. ELEV. PER PROF L~E (/) a; VARIES -x I.Li 1. ~ • ., ax.. w v .....- I ~ ai <D >-' !/2 X w - PACIFIC COAST HIGHWAY STA. 260+21.44 TO STA. 271+67.44 NTS 0 <t P.C.H. ' I t-• 0 ~7,I • U) ro VARIES GSrj --------- VARIES 9 OR I • !D ~beI1 CfJeil/,,CWilliam'Prost ® c:}J.ssociates ah~ PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS "f-:::,1 PO BOX 2590 • 1401 QL;AIL STREET. NEWPORT BEACH. CALIFORNIA 92663 17141 833-0070 .1£wU7t,_,'( __ I . DAT< /1•7,'-'Bij R.C.E, NO. NTS UJ - ll S i:i IL ~~ Ul \) ~ ~~ " @ P.~.H. VARIES 50.41-57.o' ~-'J" METAL!3E6.MGUARDl<1\IL 1 / fE/<. CAL"lW'N S ,;n:,. PLAN ..,1 .....,vc,:A",R,!.!IE,_,S,_..,....-',, ___ i-----1----,,Y'..'.A.,,_R,.,l.;:.E:.::S:..... / A77 c-e 9EE' 9f\T 1- 1 50.4-54.5 I, ~ FOR,A-l)Dr11O"1AL DET,AILs, SAWCUT T. 8. ELEV. 16 1 PER PROFILE I EXIST. ' ~ ~~E]l_ ,---AC BERM 2o/.l V ----!l.. ' I 3.0 1 SEE SHEET 7, 8 FOR _I " .s GRADING IN THIS AREA. ~I -~,.,, II, ' • .. r---..... .· PACIFIC COAST HIGHWAY STA. 26I+10.00 TO STA. 269+79.00 NOTE: SEE SHEET 5 FOR TYPICAL MEDIAN SWALE GRADING. . , NTS ; DR.19 (15818)-A MISC, AS BUILT REVISIONS· S.H. r ...... .,ICCl"'I ovuiv X-c,,.1 1 , 2/9'1. NO. BY DESCRIPTION APP'D. DATE REVISIONS APPR0VE0 RCEN0----- DATE _____ _ FIELD BOOK SCALE DESIGNED DRAWN CHECKED DATE Sheet 2 Of 50A PELICAN HILL ROAD TYPICAL SECTIONS/CONST. NOTES SHEET l cO ~ ill_:;; .11 j~ .1 -; ';;j ·&,.,oS ~~1 -" ~ -~ )0 ~ •• ~ 1 R/W 5 VARIES 128' -139' VARIES 60' -71' 44' VARIES 25'-14' VARIES 18'-7' L' SLOPE VARIES 2: I MAX. AT MAX. HEIGHT OF 8.51' 7' 6 68' 44' T.C. ELEV PER PROFIL R/W 9' 8 * SEE STREET IMPROVEMENT PLAN FOR STA. 7S+50.00 -STA. 78+00.00 STA. 63+ 15. 74 -STA. 84+50.00 STA. 65+99.97 -STA. 84+50.00 R/W 132' R/W 64' ~ 68' ~y 8' 8' 2'MAX. 44' 7' 7 • 44' g• 1.71/. 6 ,;: <v ;-c,· ~ ,-6<:':: • C' "'. ~ 5 4,v i.~ 1' • ~<v<?:-c,· i<;-c::; A~'( "-. ~ 0--<f't, r,,,q,. /< <i. (' STA. 107+82.47 -STA. 130+78.99 STA. 106+04.97 -STA. 128+23.99 R/W VARIES 132'-154' R/W VARIES 64'-65.5' VAR I ES 68 '-88. 5' VARIES 5' 8' 44' 7'0R17'0R VARIES 44'-71.5 9' 2' MAX. ...j-,-::"---<-f------'-'--------i~8;-.-::5'-i,-i-l 8!;-;. 5=1,:'1-----------------t--=-i--7"'"1 ro--,;,--;-;-;;7, T T.C. ELEV. .C. ELEV PER PROFILE PER PROFILE ' IY) ~ PHl'c ~. 'A.,, S7i<?EEET /M~V61W.o5Vr ~ ,q,A' G/=J-V~,< Wh'E.;V P,1#( tS A~ -ro .F07V;'<'E 1A--?E~t>-«A 3 C:-F. =r=: . SEE S~ S'l,S8,.=C !'7:)/? c:eTAILS OF.SIC€ - W<l.U< SECT/0,US ?MH CC/TOR F/LL CONO/770,</ C, .. S!:?8 GO/e.(Z/t..e ,=a,,: cz.£1,S, /21/.o M T...5', ,----, I . 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STA. 133+51.49 -STA. 147+82.26 SUPERELEVATION TRANSTITON STA. 130+78.99 CN.C.J -STA. 133+51.49 CF.S.J NOTE: SEE SHEET 5 FOR TYPICAL MEDIAN SWALE GRADING. SEE SHEET 2 FOR LIST OF CONSTRUCTION NOTES 0 STA. SUPERELEVATION TRANSTITION 128+23.99 CN.C.J -STA. .. .. _ ~betl CBei11,,CWilliam'Prost ® c57lssociates a , • PROFESSIONAL ENVIRONMENTAL ENGINEERS & PLANNERS ""f,;:t p O. BOX. 2590 • 1401 QUAIL STREET. NEWPORT BEACH. CALIFORNIA 9266.3 I 714 I 833-0070 DAlF 1(-Z(-BR R,C.E. NO. \ !( S.fl. IA 5-H 9 9H NO. BY ,.v.-r.s. ~'-J /If/SC. AS /3UILT RCVIS!ONS 2./92. !?€VISED WY. )(.FALL ELIM!'-'4TE PUH W/ILLSAT STA,.58/07 ANO Sl'A. 7.31.38 -PHR. 3/2B/q( REV/SEO PM/f ENCLOSURES //NO /100 "I.I' C/IA.V.VEL -P.H.R. 7/11/90 DESCRIPTION APP1D. DATE REVISIONS n a~~-a M~=~~7~~-~~~~=• // C 2Z5.c'b 38.3,/2 4Z6,7CP 8ZZ,~8 4-/Z,37 CP.58.46 GM,5:;· 599,&x:? &:7/8,4.3 ,, e ---i-------t---t----t-----t---t---+&_=;_;_·;::;25"'-t---t----t----1 II APPROVED RCE NO DATE FIELD BOOK DESIGNED K.N. CHECKED W.R. 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X€YW4Y • •.-·• ~ ,a,'' ' Ill ~ C?A, G 1-3 11 0 CJ(qber1 C/Jei1l,,'William'Frost ® c';llssociates I A. PROl'ESSIONAL ENG!!EERS, PL'NNERS & SURVEYORS P.O. BOX 19739 • I 4725 AL TOl·J PARK'.,,,A"f IR\IINE,Cl\LIFORNIA92718 er 7;3'°' £.6M, -..,..JD Ree £94C4 cl'P 3-~J-9 J ' N) ,, ro SH BY Pgo,,=-/LE ?l:1/TLE:T ?/A= ,'Z: ,,qe,.>f,$! n:E 4='=/'E / .. M/,</. ' . rt) c:::.------- CUT c3X/ST-,P,rie ,,41/0 /N6'TALL "JO• cCC-601-1/ /N&TALL-o/0 l:> HI l?'?J.</ fi,"'E M,,:J~?-')L. ;z:, .-¾<1-=--,, GX/ST;INS 72'""9L. L.e,,,GT,1/ y,:.,,,,-/83 -CE1'1=;V,=:;,,,vr O,</ e'en/AL ~77a</ ?/= G,X,877..VG <7vn:.e-T CVT G,x'/GT-P/PE A,VO /IVGT,."\,'...L "70' ec.,e,o/lV =======:::. M r.:> / ½ /NC41 !91zE ~AJ/GiC.. 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' 1, ' 1, -. -- WA.:..L-cs , ✓a-v C/A-vre I WALL.. ~ vVAt:...L.-SEC.770/v ANC -sc:;,,;= ~ .0/~/0,/\.IS I I/~~ l-7---77""7'"'.-r-r-,-r,-r,"",7"'7"'7"'7""7'"'.~--1--I R~ ~,./,,,,1,~:.,,L,..t...,,L...,"--,(,-'-,,/,'--'--''--'-r"-L~--t-~ ~{ ~/.A./G , :: ::;::-==;;:::: WALL-- P/A . 0 DESCRIPTION APP'O, DATE REVISIONS DR, 19(15818)-A Sheet 3B of 50A APPROVED CITY ENGINEE~ RCE NO----- DATE ______ _ FIELD BOOK DESIGNED K.N, CHECKED W, R, SCALE DRAWN L,R, DATE 09-22-B9 I. 2. ?-.tASONRY UNITS SHAU BE GRADE "N" NORMAL WEIGHT UNITS CONFORMING TO ASTM C90, LATEST REVISION WITH A NINIMUM COMPRESSIVE STRENGTH (fm) OF 1.500 PSI. PROVIDE DRAINAGE SYSTEM PER ..PLAN, 3. MORTAR SHAU.BE TYPE "Stt AND SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO BY VOLUMES OF 1 PART CEMENT, 1/2 PART UME PUTTY, 4-1/2 PARTS SAND A~D SHALL CONFORM TO ASTM C170, LATEST REVISJON. ' 4 . S, 6, 7, 3, 9, 10, 12 GROUT SHALL BB OF FLUID CONSISTENCY AND MIXED IN THE RATIO BY VOLUMES OF 1 PART CEMENT, 3 PARTS SAND OR l PART CEMENT, 3 PARTS SANO AND 2 PARTS PEA GRAVEL GROtrr SHAU ATTAIN A MINIMUM ULTIMATE COMPRESSIVE STRENGTII AT28 DAYS OF 200J PSI. CONCRETE SHALL HA VE AN ULTIMATE COMPRESSIVE STRENGTH AT28 DAYS OF2000PSI MINIMUM, USING TYPE "V" CEMENT UNLESS TI-IE SOIL ENGINEER APPROVES TYPE •1r CEMENT FOR USE. J REINFORCING STEEL SHALL BE DEFORMED BARS. CONFORMIKG TO AS"fM A615, LATEST REVISION, AND SHALL BE GRADE 60, BILLET STEEL ALL BWCK SHALL BE LAID TO MA1NTAIN VERTICAL CONTINUITY OF TI-IE CELLS TO BE FlU.ED SUCH THATTIIERE IS A CONTINUOUS UNOBSTRUCTED VERTICAL CELL MEASURING NOT LESS fIA,_~ za X 3", BLOCK SHALL BE LAID IN RUNNING BOND . VERTICAL REINFORCEMENT TO BE HELD IN PUCE AT TOP, BOTTOM AND INTER V AlS NOT EXCEEDING 192 BAR DIAMETERS. ALL FOOTINGS SHALL BE 18" MINIMUM INTO COMPETENT UNDISTURBED NATURAL SOIL OR CERTIFIED COMPACTED FlLL OR AS NOTED ON TIIE PLANS. 1 BLOCKS ARE 12" X 8" X 16" OR 8" X 8" X t6•, AS APPLICABLE, PRECISION BLOCKS, CONTRACTOR TO SUBMIT SAMPLE OF BLOCKS PRIOR TO START OF CONSTRUCTION TO ENGINEER FOR APPROVAL WHEN REQUIRED, ALL WALL AREAS EXPOSED TO SOIL MOISTURE SHALL BE WATERPROOFED PER PROJECl' SPEClFICATIONS. DO NOT WATERPROOF VIS1BLE AREAS OF WAUS POUNDATIONS 1. REFERENCE IS MADE TO IBE SOH.S REPORT TrnED "REPORT OF GRADlNG PL\N REVIEW Ai\'D SUPPLEMENTALGEOTECHNICALINVESTIGATION~PROPOSEDPELicANHILLROADDET\1/EEN~CARTiiCR BOULEY ARD A!\:TI PAClFlC COASTHtGHWA Y, COUNTY OFORA."'1GE, CALIFORNIA• PREPARED BY LEIGHTON AND ASSOCIA.TF.S, INC., PROJECT NO. 1810165-04, DATED MAY 11, 1987. 2. EXCAVATIONS TO BE cur AS RECOMMENDED BY nrn SOILS ENGINEER. 3. SOILS ENGINEER TO APPROVE BACKFILL MATERIAL ANb INSPECT-PIACEME~T OF BACKFILL AND SUBDRAIN, PELICAN HILL ROAD SHEET 3B WALL ENCLOSURE DETAILS , OF -""h'-9'---'-- ~ 'Z j -__. ~ D I\ V ,.l "" ,, i E .~ \ '-q.11 TC. F'WS. 0.03 1 PAVEMENT WIDTH LEV TYF'. \ 6" I ' TO THIS POINT R=l/2" 21, TYP. "--I 1/2" C ... , . I" RADIUS u.. . • 0 'SI' R= I /2" ' • NJ OJ CONC. MOW S.Tl<IP NJ u ..~l CONC. <,;JRENGTT-1, JOIITT', , -t • AND JOlr-.fl" P,,,,~9 TO (0 MATC/1 MEDIAN CUfl.13.S. ' \ SURFACIN X A "' t1 LEVEL LINE I'-8 1/2" G WHEN PAVEMENTCROSS SLOPE IS TOWARD CURB,GUTTER WILL BE IN A PLANE PARALLEL TO THE PAVEMENT AND 3/8" BELOW PAVEMENT. THE GUTTER PLANE TRANSITIONS THROUGH SUPERELEVATIDN AS DEPICTED ON THE PROFILE SHEETS ©MEDIAN CURB N.T,S. AND GUTTER y L/3 L 60 '. 5' IO' 72' 6' 12' 90' 7 .5' 15' 120' IO' 20' w 4 3W 4 4 BASE LINE -----------ti L/3 L Y = 2.25 w (~) 2 L La LENGTH OF TAPER C W = MAXIMUM OFFSET DISTANCE X = DISTANCE ALONG BASELINE Y = OFFSET FROM BASELINE DISTANCE X 15' 20' 25' 30' 35' 40' 45' I 8' 24' 30' 36' 42' 48' 54' 22.5' 30' 37.5' 45' 52.5' 60' 67.5' 30' 40' 50' 60' 70' 80' 90' L/3 50' 55' 60' 60' 66' 72' 75' 82.5' 90' 100' 110' 120' NOTE'?\ I. "SQUARE OF!" 11 '1ose f':.f'. MOW STRIP @ MEDIAN 2. f'ROVIDl'c S' Tl<ANSrflON FOi<. r.t.OW 9TRIP 71) MEEr WP OF C.!3., WE DJ'l"IN, MEDtt,J\l PAVING, ETC. :'. WI-le.I CLE<'IR DIMENSION BET. MOW 9rRJP Al'ID ADJACENT =NcRe]'1=: <;TRl.lC"TI.!Rf= ( C,13., TOE. D~N, Ef<O.) 13ECOMESS Le½ 1HAN ~co", INCRE'ASE MOW srRI p WIDTl\ A'? REQUJRl=O w Meer <;,,AJD STRUCTURE. 3: I ' I 7VE O.,<s:'A/!V ' •· .. 0 • ' . .. . . . . . . == c:=.SGP.<JLL. c;e S:1/AS<e~,YA'70ll 7VWA~ .BUS ,Sn::;;,P C.4TCH ,e,,aa/,,V 150' 12.5' 25' 37.5' 50' 62,5' 75' 87.5' 100' 12.5 125' 37.5 150' w DISTANCE y ® BL/G GT0P OET4/L IO' o. 16' 0.62' I • 41 • 2,50' 3.75' 5.00' 6. 25' 7.50' 8.59' 9.38' 9.84' 0.00 I I ' o. 17' 0.69' I. 55' 2.75' 4. 13' 5.50' 6.88' 8.25' 9.45',10.31 o.aa 1.00 12' a. 19 • 0.75' I. 69' 3.00' 4.50' 6.00' 7 .so· 9.00' 0.31 I .25 I, 8 I 2.00 20' 0,31 ' 1.25 ' 2.81 ' ' 5.00 7.50 ' 10.od 12.50° 15.00 17.19° 18.75° 19.69 20.ocl ® PARABOLIC MED I AN CURB TRANSIT I ON 8 r---------- NOTE • • TO DETERMINE OFFSET DISTANCE FOR ANY LENGTH OF TAPER USE THE FORMULA Y=2.25W!fl 2FOR THE PORTIONS A'B' AND C'D' WHICH ARE PARABOLIC CURVES THE PORTIONS B'C' IS A TANGENT. WHEN THE BASELINE IS CURVED,THE OFFSETS ARE APPLIED TO THE CURVED BASELINE,AND B'C'IS NO LONGER A TANGENT. NOTICE TO CONTRACTOR ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AIID THOSE SHOWN DH THE RECORDS EXAHINED, ARE INDICATED WITH THEIR APPROXl11ATE LOCATION AIID EXTENT, THE OWNER, BY ACCEPTING THESE PLANS OR PROCEEDINO WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY OAl1AGES RESULTING FRON THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN OH RECORDS EXAMINED, THE CONTRACTOR IS REOUIRED TO TAKE DUE PRECAUTIONARY ltEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AIIO ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S ; RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURE~ CONCERNED BEFORE STARTING WORK, ~ VARIES WIDTH PER PLAN 6' MIN. DEPRESS DIKE TO FORM D.10' LIP - PROFILE 15' HINGE POINT PLACE 0. 17'ASPHALT CONCRETE ON DOWNSTREAM BENCH AREA WHENEVER ROADWAY SLOPE EXCEEDS 5% N.T.S. w FLOW PLAN N.T.S. (/i1.!/&'2::F3/"T.-,," -O,<!!'.it/6 OA/ CL/25 • M?TG: a;.-R.B 6k4U BG" ~R€0 ..WOA..-t.? - ~T".4//C W/r,1./ P.C.C. ,qdVG"MG'A/'7' M"4TCl./87""e6'T ICROGSP.4..t.~ .. ·. ~7701\/A-A ellPEl<E'L.EVATIOI.J A.W..:lY Fl<:OJvr" BU& &TOP END A.G. DIKE 0.33' AGGREGATE BASE CLASS 3. (MINIMUM) ------ 5' TYPE DI -8 D I KE BEGIN TRANSITION TO A.G OVERSIDE DRAIN VALLEY LINE 2' RAD. B"A.C. DIKE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAII ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TD THE BEST DF OUR KNOWLEDGE THERE ARE HO EXISTING UTILITIES EXCEPT AS SHOWN OH THESE PLAIIS, THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN DN THESE PLANS. o All CONTRACTORS AND SUBCONTRACTORS PERFORMINO WORK SHOWN OH DR RELATED TO THESE PLAIIS SHALL CONDUCT THEIR OPERATIONS SO THAT All Et11'LOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED, All CONTRACTORS AIID SUBCONTRACTORS SHALL C0111'LY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS,• " ®1--_A_S_P_H_A_L_T_C_O_~-:-~_E_T_E_D_R,_I _V_E_W_A_Y_ C 7 C/71/ <JC r",t'U;t .. 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CONTRACTOR FURTHER AOREES THAT HE SHALL ASSUME SOLE ANO C0111'LETE RESPONSIBILITY FDR JOB SITE CONDITIONS DURING THE COURSE DF CONSTRUCTION DF THIS PROJECT, INCLUDING SAFETY OF All PERSONS AND PROPERTY• THAT THIS REQUIRENE!lT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NDRl1Al WORKING HOURS• AND THAT THE CONTRACTOR SHALL DEFEND, INDEIINIFY AIID HOLD THE OWNER AND THE ENOINEER HARl1LESS FROM AIIY ANO All LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFDR11ANCE OF WORK OH THIS PROJECT, EXCEPTING FDR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, !D GJ@befl CJJei11.,CWilliam'Plbst && c';Jlssociates ~-.:L'l PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS a-----t-----·--·-----------------+--+----t APPROVED RCENO----- PELICAN HILL ROAD DETAILS SHEET ~ THE ESTIHATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAININO THE NECESSARY PERMITS, AIID ROBERT BEIN, WILLIAH FROST AND ASSOCIATES DOES NOT OUARAIITEE THE ACCURACY OF THE ESTIHATED QUANTITIES. THE CQHTRACTOR SHALL PERFORM HIS OWN QUAIITITY TAKEOFF BEFORE SUS"ITTING A BID FOR ANY PORTION OF THE 1111'ROVEl1ENTS COVERED BY THESE PLAIIS, '-ii f';:t P.0.BOX19739 • 14725ALTONPARKWAY,IRVINE,CALIFORNIA92718 .J/i,. . (714) 472-3505 ~£k~7'-.-R~ R.C.E, NO. DATE BY DESCRIPTION REVISIONS DATE _____ _ FIELD BOOK SCALE INDEX MAP APP1D. CATE DESIGNED DRAWN CHECKED DATE D· --\,/l I'\ I'"' .( ,0 ,., I l. r ~, • • .. ~ ,.. . ~-3~ -:. ..:, ::, ~ -::i:: ~ . r ;j. -.....J j (;>- -~ ~ ~ ~ ~ d ! i l0.'5'M1N. -2:5i'MAX. C/. S 'M!Al.-!8'MAX. O'MIN.-G·O'M4x. *o" = /?,!!:T,4/C-/,«E, ,'VA,;.C.. ~~'vi 7/tw. 't#---~ ;CET,LJA. , GPT. Z'9 *SlA.53..,.00 TO 62+22.47 !'Y4Ce Or RAIL FLWH W/r,4Ce Or CUl':L3. 7' 14.:'3' {g(TV?) S,A.53+00 1'0 STA-ep/-i-ZB.00 /{o,f!', Of<. /C/ q,e;' , 7'0R q,5' 7' I G)</GT ~t./GI-/ , z"(TV?) GRLIOc C-/NE" r.c ~c:z_ k ' ' 7' 3.6' ,.,,,;:~ ' ~-<7, 1.,.- ~ 'V , '1 Z" . C?'Y?) ~i Ex"/GT. 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IF-IILS /&,y 1714) 472-3505 (I FJELD BOOK SCALE 1 _,,, :t, JJf:'.tdLJa::f DATE / I -Zl-83 R.C.E. NO. DATE BY DESCRIPTION REVISIONS APP'O. CATE DESIGNED CHECKED DRAWN DATE " \ , T" .. ~ ! ~: .,,, I . ,J,. -.ti. \.("I / / ' l{) -l{) ' IT) C1:1/RVE T~;VS/T/0/v' 0 5/D.cWALK TRANSITIOAI =,...== srp, Fr.ANIZOS ?;i (lj ' l ({) ~ ~ ~ iit1,'l,_fu. ~ (\J (\J ~i ¼) ~ Ill I IJJ' .,,., ' If/. ('f) EL'./M/NAT.S ACCESS WALX 70 ?MH (TV?.) . (i,' 'Pr) ,(. ;o r/1), 'I/,, 1,,,1)'(} .\' (;' 1· vfb dJ {;' O· ,rl 0° 1,/f ~ 2' . . ' .. . . . . . (\J ./f'/W ~ (J) ;;'\ ~ IBK~~ ~ ~ it] "'-l B ~~t_ ~ ~~ 1~\\]\j ' ~CJ) ~~~~ ~ ~ ~ \j) { )('-]~ '} '10 ~}\~ -.. -- ~bet1 G/Jei11., 'William Prost G& c!;ll.ssociates • I PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS . / P.O. BOX19739 • 14725 ALTON PARKWAY, IRVINE,CALIFOAN/A92718 • / ------...-..._J714)472•3505 -----------• • /,. -,._ ----- ~ . . 'N '\ll B ID • ' I 8~ 'I-~ t .S.H. NO. BY ,(. Ci '\ ,1 tf!, ,;p· I)· X I/) i!JJ f/ ' 0 lJ· If)µ 1' ~~ ~ ~~ ,,-f ~I ~~ \D ~ ~ ~ {~ ' f~ R it f:; CJ) : DR. 19 (15818J-A Sheet 5A Of 50A \:I -[) -~ ~ \I) /if/SC.AS 8tl1'7 l<t:1'1510.VS (R€V!SE:O l"KWY. X-FAI.L S/Oe'WAL ALIG.V'Me..v'r DESCRIPTION REVISIONS In. 2./C/c. APP'D. OATE ff TOF /:Jf..OCK \'9 Y' W4LL ll?'>1'f _ __,____ lil? DAYL/G T TO RAIN . . . ' . . . . . . . . ' . . ' • ' : • ' ' .• ' ' ' (334: 8±) 7Z>Pt3lOCK WALL. 334.ZO ±. TOP Cil,,;'8 F/'11-1 PAD STA. 43+55 4 11 8" SECT/DA./ "13-B" N.T.!3. NOTES: I. Ctllr8 SI/All NOT K/Sc A80VE 17l/f'K WAY GRADE. COMFleTE l'11NOP PE-~A,DIIJG AS ReG/UIR'ED. 2. REPLA.CE DAMAGt=D LANDSCAPING AS l':'EOUIRED {',~ 7,)0 1)'>) TOF Or' C{l!f'/3 TO MAKH EXIST /$RADE 3:'4. ZD±. TOP OF CUR/3 TO MATCH EXIST. 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COAJC/f'ETE FAD DRA/AIACe OET,4/L STA. 70+ 90. -lft'!?IGAT/OA/ C0AIT/f0LLEK N.T.S. ie, 01>.' o"· 1.0 e,7i'I. 70-f. 90 iC, o°' o"-· ") BT.RA/GI-IT GR',,"10£ TO ?AO(TVP.) ~ ~ ~ ?J * <;) (:) 13 z¾ z % 2¾ cgJ 0 ELIMINATE ACCeSS WALi< TO 6€C'TRIC4L M£'7<SR ,r'G?E"STAL { TVP) _,, STRAIG.t-lT-GRA~ TO /.:ZlO(TV?._) ./ , K •• i ,. ~bet1GBeiI[,,GWilliam'P10st r;& c51J,ssociates PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS P.O, BOX 19739 • 14725ALTON PARKWAY, IAVINE,CALIFOANIA92718 (714) 4 72-3505 2 y. z'X ' 2 [8J 181 ~7 S.H. NO. BY \ I j CZ:/MIN'ATe AO:::-c:SS WAt:.X n::> ?MN {TV?.) ,t'C,· ~ ''tr?! dJ,:t';f}tr· fJ. ~ ,r ,~ .:5'.'.:./M/A/ATE ACCGGS WAL.X ;v EL.SCTR/GAL MeTeR ?G0eS7,L:JL ( TVP.) ,11'.~A- &.dJ.j,;f;>' ,,~ DR.19(15818)-A Sheet SB Of 50A MISC.AS 8(./ILT ~£VISIONS. (REVISED Pl(Wr:: • t.L SIOEWALk ALLIGMENl'. DESCRIPTION REVISIONS 2. I CJt APP1D. DATE /44 ,.,.30 'iE ?MH ; ...... SECTIOA/ ''A-A"0 Al.T.S. APPROVED RCE NO. 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Z,c:oZt-'50.00 Z-Z I + 00.09 \ -............._ ---( I Gi? )-- '----cJ</GT/NCf BG"NC,4' C,RAOIN4' ---~ PG"R ,:ecwe REA!AC6,WEA/T F/4V/W s=. /e>r-c,.,;<,49 71:7 e=. /8,"oe.= cj 7'717.-RL/ ~.t-v'c:=37" CV.R.e,, ,e;=t..?V..Al?...v" ~ ~-•VL 6'-4""'=GT -Z!";J 4 MISC.AS 8UtLT RcV!SIONS 1'EV!Se0 GRADING) NO. BY DESCRIPTION REVISIONS QRAOINq ~,VG 0 APP10. DR. J9(158J8)- Shoet 6 Of 50A A APPROVED RCE NO DATE Z/'I?. FIELD BOOK DATE DESIGNED CHECKED SCALE DRAWN DATE ---.....__ IZ<'-3 -------i 7' E:.l...SV. PACIFIC COAST I-\ \GiHWA'< 0 ..,.,.,.__. ZIPZ+,;:,o.oo .,,-,-"-. '.Z "6-r Z'2. A4- N, .,. . "o, . "TO <o1'A-'.Zl','!>+;,,(.,-4-4- -'( 0 ~..:..-tA. 'ltrl --t'':iD-lJD ROUGH GRADING .PLAN FOR PELICAN HILL ROAD AND PACIFIC COAST HIGHWAY INTERSECT/ON S-HEET ¾, - l a ------------------------------ -1-----❖------... -- • f-·----l-- -... -. -' -!----.. . --~~· - - - ---• --------!------ •••• .... ,_ ·-··· .. ·-·---••••••• ·I··· --;•--·---1 • --+-~ - ----'--,----_.,. __ _ .. 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VERTICAL ·REINFORCEMENT .SHALL DE HELD IN PIACE AT TOP, BOTTOM AND INTERVALS NOT EXCEEDlNG 192 DAR DIAMETERS. 7. 8. 9. ALL FOOTINGS SHALL BE 12" MINIMUM INTO COMPETENT UNDISTURBED NATURAL . SOIL OR COMPACTED FlLL. BACKl'ILLING OF RETAINING WALLS SHALL NOT BE PERMITTED UNTIL A; LEAST; SEVEN (7) DAYS AFTER THE WALL ARE BUILT. • ALL EXPOSED CONCR8"Eii EO<,I= S/.IALL HAVE .3/411 CHAMFEF'.. ReTAINING WALL r49» (SEC SHEET 28 FOR PLAN/PROF/Le} PELICAN HILL ROAD l---+---f--------1----1---1 1 -_-_-_-_-_-_-_-1--R--'E-'--T.--=-A-""'"--'I N-=I NC._!!..G~W.~'.A,_..,._L_._L ........,D'...!...'E=i-A-1 L_S_...___:__c__2 f 1 DRAINAGE DETAILS APPROVED RC ENO DATE SHEET S.}{. ,4S-8UILT R€'VIS!ONS(el!M, SWAlE) 2/92 FIELD BOOK SCALE '47 NO. BY DESCRIPTION APP10, DATE DESIGNED DRAWN REVISIONS CHECKED DATE II ~ --.t:: .. LAT. ,4-/ 4-/ NO . e, GTA. 10 4":i"'OOW iE GO 1/ST /NTt:.a:::EPTl?R t-1 PPOTG'CTIN Pule£' #V.ORA.VL/C Gt.OPG'(Go) ii O.OZ36 0.0/!3 O.OZO.t; 00/3 0043/ 0013 OATA ' .t d On(-Ff.) Vn(f.'pG.) 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DATE --I .... , ..... ---+----''' --i· -- ,-···· -i -.L i-- ---,- :------"' ---~------;;::;-~---= ; "' -,.,,,. .. r:-f"'· ·-•~·~ ~R -I -~" ' + I • •• I--·-· -! --~i=-.L ,,,,, ->'+~ :;t:\";j: ' ...... ·. "" ,., I"" "" -..... ~ APPROVED CITY ENGINEER RCE NO----- DATE ______ _ DESIGNED SCALE DRAWN DATE ff. SARTEI.S CHECKED JOB NUMBER L • -.: --r -•·· --. ---1 - . PLAN AND PROFILE FOR THE IMPROVEMENT OF PELICAN HI LL ROAD SLOTTED DRAIN LINES 1 0 1 1 1 P1 , 1Q-l 1 a 'Q-2' '-------1-' -· ----" _, ___ i_:: I __ , --+----- -- r --->---- f . _,_ ---,_ -- -1 -' ....... . 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' ; •'• -~- >.:· /0% ;,,pJ.. 4-0 _ ~ fi-1,/, .SECTION NT-5 -Z..5 I ., " .. ;p•, '.' ·,J. /0.? 10 ?! ' •' . ' 6'EC770/t/ B -B NT.5 NOTE: ALL A00/770NAL R'c/-1/F-0/.WeA/6/CX/6_, A/✓= Gc'AIE,<:c'AL. NOT&SA,OT 8HOU/N A~E r"E,e' OCEMA e.ra PLA,<./ /\/0. /,3/( @MCJ0/17£0 ✓L/IVC770AI 6TRL/CTL/RE T4-/PE ff .. #V.0,..<i;'AU..::./,:::::: C?AT,4 , DR19(15818)-A ,t,dr. £,7/1. Tc? GT,21. 4'/,::> ~G/'e.. /? d th(/:',' Im(/","$) t?c(,c/.. Ve,. A./.,C. Sheet 30J Of 50A .~· ':,!/.4~1111 VC¥M, ar, -,t::¥,GZ.(Z, 47 C?/8 aa--g 80H ae-o /4..,J.Z. 0.7/ 4.= £,.r;;~ 0 :;:J.4-11· -z;,re,za; • //'>',;ta~ ~-7 OC?// "'1a'ai3 ao" lo.'!36 ,q;, 7,:;5 0.7/ ¢.~ /<!,Z:. RCE NO STORM DRAIN LATERAL ''AA-II" ' DATE £ e,p AP&a=.o ,v,et,V -"'¼'eET AS _30..,/ /• • '111(,,1, FIELD BOOK SCALE ~ ~.d, C,.,,47; ';4,.4-//H .,_ __ ~ OF--"~"-''---- I.JO. BY DESCRIPTION APP10, DATE DESIGNED DRAWN '•· <-·' . C::· :. ;·1 ' JAMES E. McDONALD R.C:E. NO. 29464 REVISIONS CHECKED DATE 115659 ~ ,i ,0 (.) ' .l . j ,_ ::, .r:,. ~ :l • ~ ~ .5 _.... . ·~ ~ .... .,;:, ... It:> c-, ~ i~ -$: z :i. ~ __, 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 17 1B 19 THE SEWER SYSTEM IS TO BE INSTALLED OY THE OEVELOPEfL ~LL SEWER 'WORK SHALL CONFORM TO THE IRVINE WATER RANCH DISTRICT'S (HERE AtlO AFTER OEFiNEO AS "THE OISTRICT") "STANDARD SPECIFICATIONS FOR THE CONSTRUCT!OII OF WATER. SEWER, ANO RECLAIMED WATER FACILITIES," AS LAST REVISED. • THE SEWER CONTRACTOR SHALL HAVE A COPY OF THE DISTRICT'S STANDARD SPECIFICATIONS ON THE JOB, THE CONTRACTOR SHALL OBTAIN A CITY OR COUNTY PERMIT FOR WORK DONE ON PUBLIC RIGHT•OF•WAY. THE DISTRICT ENGINEERING OFFICE SHALL BE CALLEO FOR INSPECTION TWO WORKING DAYS BEFORE START OF WORK AT (714) 4 7C,-7~34 A PRECONSTRUCTION CONFERENCE SHALL BE HELD 24 HOURS BEFORE STARTING CONSTRUCTION WORK. THE CONTRACTOR SHALL EXPOSE ALL JOINT POINTS TO THE EXISTING SEWER SYSTEM FOR VERIFICATION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. STATIONS SHOWN AS ID+00.00I ARE SEWER STATIONS AND ARE IND~PENOENT OF ALL OTHER STATIOllS. ALL LATERALS ARE TO BE STAKED BY A SURVEYOR BEFORE TREllCHING AND A COMPLETE SET OF.CUT SHEETS SUPPLIED TO THE DISTRICT INSPECTOR. ALL SEWER MANHOLE LIDS ARE TO HAVE ".IRWO' CAST THEREON AS SHOWN IN DRAWING S-4. THE DISTRICT WILL INSPECT AND TEST THE SEWER COLLECTION SYSTEM ANO LATERAL SEWERS TO THE PROPERTY CLEANOUT. PRIVATELY OWNED SEWER LATERALS FROM THE PROPERTY LINE CLEANOUT WILL BE INSPECTED AND TESTED BY THE COUNTY OF ORANGE.. • • INFILTRATION AND AIR TESTING OF SEWER LI.NES SHALL BE IN ACCORDANCE WITH THE DISTRICT'S "STANDARD SPECIFICATIONS FOR THE CONS:rRUCT!ON OF WATER, SEWER, ANO RECLAIMED WATER FACILITIES". -- ALL SEWER LINES SHALL BE BALLED IN THE PRESENCE OF THE DISTRICT INSPECTOR, BEFORE COMPLETION OF ALL LEAKAGE TESTS. PIPELINE LEAKAGE TESTS SHALL BE MADE IN THE PRESENCE OF THE DISTRICT INSPECTOR, ONLY AFTER BACKFILL HAS BEEN COMPLETED, COMPACTION TESTS ON BACKFILL HAVE BEEn MADE, ANO THE BACKFILL HAS BEEN ACCEPTED BY THE QISTRICT INSPECTOR. ALL SEWER MAIN LINES 6" ANO LARGER ARE TO BE INSPECTED BY THE DISTRICT USING A CLOSED CIRCUIT TELEVISION SYSTEM. A VIDEO TAPE RECORDING WILL BE MADE OF THE INSPECTION. THE COllTRACTOR IS TO PROVIDE THE DISTRICT WITH AN "AS-BUILT" SET OF JOB PRINTS WITH TIE-DOWN MEASUREMENTS FOR ALL LATERALS AND MAllHOLES. BEFORE FINAL ACCEPTANCE, THE DEVELOPER'S ENGINEER SIGNING THE PLANS SHALL FURNISH THE DISTRICT WITH A SET OF "AS-BUILT" MYLARS OF THE SEWER PLAN. CURBS SHALL BE El/SCRIBED WITH AN "S" INDICATING LOCATIONS OF ALL SEWER LATERALS. TRENCH BACKFILL, ON ALL SEWER AND WATER TO BE DEDICATED TO THE OISTRICT,SHALL BE COMPACTED TO 90% RELATIVE DENSITY AS DETERMINED BY THE FIVE-LAYER TEST METHOD (CALIFORNIA 216G), TESTS WILL BE REQUIRED EVERY 300 FEET OF TRENCH OR AS DETERMINED BY DISTRICT INSPECTOR. THE DEVELOPER SHALL SUBMIT WRITTEN RESULTS OF COMPACTION TEST TO THE DISTRICT BEFORE ACCEPTANCE. IF Ill DEDICATED STREET OR FUTURE STREET, COMPACTION WILL BE A.;; RFQIJTRF,O .RY GOVERNMENTAL AGENCY l;fAI/JNG ,JURlSOICTtON, --aur.. N0.-1.ESS THA.N 9oi RELATIVE COMPACTION. DISTRICT WILL INSPECT ANO TEST MAIN LINE SEWER ONLY. SEWER LATERALS FROM THE MAIN LINE OR PROPERTY LINE TO BUILDINGS THAT ARE PRIVATE WILL BE INSPECTED ANO TESTED BY THE COUNTY OF ORANGE. WATER NOTES THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL h'ATER SYSTE/1 WORK SHALL CONFORM TO THE IRVINE RANCH WATER DISTRICT'S (HERE Ar/0 AFTER DEFINED AS "THE DISTRICT") "STANDARD SPECIFrCATIONS FOR THE CONSTrWCTION OF WATER. SEWER ANO RECLAIMED WATER FACILITIES," AS LAST REVISED. 2 THE DISTRICT ENGINEERING OFFICE SHALL BE CALLED FOR INSPECTION TWO WORKING DAYS BEFORE START OF WORK AT (714) 476-7634 3 A PRECONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 24 HOURS PRIOR TO START OF WORK. 4 THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER WITH MINIMUM SO-FOOT STATIONS iF THERE ARE NOT ANY EXISTING CURBS. 5 ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY ANO REINSTALLED AT THE PROPER LOCATION, AT NO COST TO THE DISTRICT. 6 1 8 9 10 11 12 13 14 ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE ACCESSIBLE DURHlG TRACT OEVELOPMENT, ANO ALL VALVE STEM TOPS HAVING OVER 48 INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING (W·B). !N 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 ANO SECONDARY STREETS. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4 INCHES ABOVE THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS. All WATER MAINS 611 THROUGH 1211 SHALL BE CLASS 150, ACP UNLESS OTHERWISE NOTED. NO TAPS OR OTHER CONNECTIONS SHALL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO COjDUCTING 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 DISTRICT !NSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. WHERE METERS AND. METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE SO LOCATED THAT THE METERS ANO BOXES WILL BE PARALLEL ANO FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. CURBS SHALL BE ENSCR!BED WITH A "W" INDICATING LOCATIONS OF ALL DOMESTIC WATER SERVICES. INOIVIOUAL PRESSURE REGULATORS W!l.L BE REQUIRED SY COUNTY OF ORANGE IF AVERAGE STATIC PRESSURE IS 80 PSI OR MORE, QuA~TITY ESTIMATE WATER Q · CONS1RUCT FIRE HYDRAN-1" ASSEMBLY PER IRWD STD. PIAN NO. W-V 6, ?EACH CONS1RUCT 8" ACP, CLASS 150 WATER MAIN, 1830 LF CONSTRUCT 8" Rtee~ILIE:.f.JT" wi,,i:;,se dL'."f"E! -LVE-.f!S'R IRWD STP'. FLAl-i ,-JO. W-i 1 3 8"CH CONS1RUCT 8" YCP SEWER, 1770 LF CONS1RUCT 10" YCP SEWER, 2450 LF CONSTRUCT 48" SEWER MANHOLE PER IRWD SID. PLAN ~-1 (WITH 30" MANHOLE COYER), 14 EACH CONS1RUCT SEWER PLUG, 6 EACH I I I I I I SOLJT/,/ Looi-, I I I I I UPPER Ro4D ~ . l -~ ,~ ~ \ ____ _,,,, ~--1 / \ 1 ~ ,<c;,AO . 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WHITE LETTERS ON GREC:N .BACk'"G,R;IUAID. (COVt:R) 0 V2 0 2 3 ilches on original drawing \ \ ' DETAIL EB DRJ 12(15818)-A Sheet 37 Of 50A 0 1o'c-c BEG//'/ S./3. T//PERS' STAGE II COHST~UCT OH D J> ~ i ./1 j~ t·1 ¢l /I ... 0 ') L ' ' fJ. SIGtU/t06 ,<WO STl'?I/OltOG Sfl~C. a:::.wFOhr?? TO Ct<JT€ST Ci<J(,rl?t::JtCJS Tl?i<Jrr/C M,41/0l'vC.., 09t.Tr?rvtU.5 smtU.Ot<J/90 SG=CIFICi<'770tU.5 (:O&T€0 ✓AN, 1988)., Tl/ES€ R.t<JtUS ~ ,<J,V,O 71-1€ ,5A:O'i<'C. .AIDVl-5'10tU5'. See C~Tl?t<JtUS STO. 19:'.t<J,US' i<>-co -;1o,-.o 2:'. FOi'? ST/9/PltUG ,OETt<JIL5' ., IIUCC.UQ/tUG ltUST/:)((A770tU Qt'? /?c/??OV,<JC. o;=; /yt<),($€0 PtvVcf'YlEtUT t?7tv/'?h'El"?S. a. P/'tVO"? 7V F/l()i<'C. t<JCC€PTt<JtUCE OF ST/9EET l/?7PROVE/?7ErUTS., /9(.(.. STl"?€ET S17'?1A'IUG 19/UO STEIUCIC:.IIUG tLJ/Tfil/U TM€ 19=i"?lf1il=:"TEl9 OF COrUSTl9UC770tU A-?OJECT (.{.)/(.(__ eJc l'?EST~O TO (fn'c tUE(L) a::MJ.OITIOU. /IV ,<) /77/QIUIUc/? fl?ccT/tU<S 7i'r€ t<JPA?OVt<JC.. c:Y" me: CALTRANS ANO/OR ORA. CO. EMA. • ' . C. ,<)((. 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DETA.IL 38-blt Ramp Neutral ArN (Gonl) Tl"N1men1 -, .. •• • DETAIL 38A.•Entranco Ramp Neutral Af.a {Ckw-1,) Tr .. tmont OETAll. 37-Lane Oro;> at E:dt Ramp,; DETAIL 37A 0 PREPARED UNDER THE SUPERVISION OF 11.4,-+v,d-'i).,.4...,-.. DATE 4-/7-89 HILBERT WILLIAM DICKSON R,C.l. No. !2!!l. TRAFFIC ENGINEERING tti\ t-terman CONSUL TAN TS \.!SI kimmel and Associates, 3300 IAVINE AVENUE. SUITE 180, NEWPORT BEACH, CA 92660 (714) 852· 8616 88-04/ 7000GB L•~• o,o lA• ~~0..-1 h u"1.,~•4 •hu • "'"""~I• ••o,ifig lenglh ir, lou 1"'111 lh• 1~.o•ol~o! •U•lflf l•~~lll .. DETAIL. 38·Chann•ll:zlng Un• c:: II" tfotml L.n. DETAIL 38.A-Channe!h:lng Line DETAIL 39-Blke Lane Lina ~ 6" Willie Lino I DETAIL 39A-Blka Lane· lnteraoctloi'l Llmt LANE LINE EXTENSIONS THROUGH INTERSECTIONS DETAIL 40 12·---i i--11·--i □ CJ y D D '\.._, 4' Whil■ Line DETAIL 40A -,,·,- O o o q_ o o o o '-.,Typo A NOl'l•Rt!leCliYt MARKERS LEGEND ·"-'"-~'-'"'R=~/ °'"' """""'"'' .... '"'.....,,,..., "'""""'o,.,.~,....,.,. -~~1rU,J:!.fl .... ~,. ......... "'" RECESS DETAIL FOR REFLECTIVE PAVEMENT MARKER - - - • .,.,.-,., . ,,v1-1cnn: uw1.....-r MU...JII NIIICIU -_1 . . . l--!.--L-.!.....J-r. • .,rl,,4• ,u .. QHE-WAY TRAFF!C ..... " TWO-WAY TRAfFlC '"··" llll'UCffi"I ,.&.vtMl"'1 IO&A><lll"' ...:cu.a 11H1.1cnv1,.&.wt111l!NJ ,...,.I'll ,011 ,,etuto ..sou."'"°" 0 TYP£A1MvtoNon-<•~ C TYPEOTwo-...,.v.ao,,,F1t11tc11-,,a 0 TYPE AY Y .... NorH•kM (I TYPE Ci OM·QY C.ar R!!ff~M m TYPECR«J-cl!,.-Renoc-(I TYPEHON-w.yV-flt~- LINES r:::=i -4"i'lltfl■ c:=:::i -4" VMOW' av.n 0, CJ.lll'ORNI"' Olil'IIIUU[NT Of TIU,.HiP0Rl,lfl0N PAvaENT MARKERS AND TRAFFJC LJ1'.ES TYPICAL DETAILS A2C>-C Q CENTERLINES (2 LANE HIGHWAYS) DETAIL 2 -L,.,, . ....._r-'----1~r.-• .,J 0 c:::::J i::::::::i □ - DETAIL 3 -c.,,_tr...-.,w...J ,.._1,::;---i 0 c::::J □ c::::::J 0 - DETAIL 4 er I -l,--rs+ -11·_______, 0 [I 000 000 -......... DETAIL 5 -E:=::J;---•---l,cc:1T-~ - DETAIL ll -c:::;---=,;!_,;::::J □ = □ - DETAIL 7 -t:=1.--:f::...... □ a o o o o --f- LEGEIID MARKERS 0 TYPI! A WN1• ~•n.t:lhlo 0 TIN AY Y.ilow "4«N•floclln (JJ TYPE C Red--tC..11,n.cUv. CJ TYPE 0 ,._,, Yollo• llorlocll•• (] TlPll Q Qn.rw•y Cl•W ROIIHIIVO [I Til"e H oi,rw•r 'l'•U•• 11,uo;lln LINES MARKER DETAILS □ 11111,ClM fx• T'l'JII! A I, TYPI! 11.'I' c:::::::J 4~ WhH• r:::r::::m 4~ Yollow T'l'PE Cl T'l'PE Cl T'iPE Q l TIP!; H .. DftKUOff or THW~ ....... NOTES: 1, Mrini.m f'rqtc:ttod hM ol Poakll'-'t Fec:o •1.00 Sq,.i,w• mete 2. M.vk., N-.d Nl;lt Sa Alc:111'19,W LEFT EDGELINES (Divided Highways) - LANELINES (MULTILANE HIGHWAYS) DETAIL 8 -L-r...,-1r-,ri--•r--!..-r-1 = = - DETAIL 10 -C:-,--,~---,.J Cl 000 000 Cl -• .,1,·1,o- DETAll.-,11 -'~----•~· ---'~-"--- DETAIL 12 _, ... :I -ir------,-----•z 1 ,~ . , - DETAIL 13 ' ' ~ --···--_....,._,t----1 U1 0000 ll -....,J,rlo- CETAIL 14 1--:-~:.~-=i -~u--.. I 1 ti 0000 ti 0000 ti 0000 Ill -.... , ..... MEDIAN ISLANDS I DETAIL 32 '"'"' " l' NO PASSING ZONES· ONE DIRECTION -L....~,r-....1..-1t....l..---1r-J-r__, DETAIL 15 c:::J c::J c:::J f: - DETAIL 16 ~ c.l~ -~ll'~_,;:• __ ,,_ __,_ ___ ,~·--- -..... r-..a •.l.l'l.-1'--....._t,·--□ o o o o o o o DL DETAIL 17 ll o O O O O l'.I a o o o o !Jt ---1,·,- ,_L,,___. ___ -__ ..J'="="' DETAIL 18 r=:=:J c:==Jt - --,.----:r __ ,,_j DETAIL 20 0 ., 0 o O o O,t, ll O O D O O Cl O O Q O C (It --11'"1- NO PASSING ZONES-TWO DIRECTION DETAIL 21 t --~J a "~t DETAit. 22 -□ □ al" _., . .., ...... , t...---, DETAlL 23 0 0 0 O O O O O o o o o □t. □ o o o o o □ o o o o o ot--• 11"1"1 0..-CM.-0Jlffl4 OCl'Mm,,wr OI' TRANVORUTION PAVEMENT MARKERS AND TRAFFIC LINES ~---< TYPICAL DETAILS A2G-A □ -l:==:24•--2..,,·~'!.!:''=•i<•·===>,w,·=--2"'''---2 ... -_., □ □ □ □ □ 0 D f' II II DETAIL 29 I; ... ;~ 'C" □ r:==i ,: j L,a·--4--~+---------36' -~ ;;.._, l----2•· "'j" CETAIL28 ... , ....... ,, -l DETAIL 21 -!J - (Ii (EdgQ ol 1r.-.cJod WIY l1 ::::tt· ~--•la' i RIGHT EDGELINES DETAIL 27A C EOQ• ol lraYIIIOd ~ (AC) T LEGEND MARKERS 0 T'l'f'E "''Ml4• Hon-rellot-8 TYPED f-way Yellow RtlllocM 0 TYPE AY Velo« No<! ,.11«;ir,, [I TYPE G Ore .,cy Cle¥ R911aCWG [D TYPE C Rod de.V flelllleM II TYPE H 0-.·wav Yel!Q,,/ Rcllox:- LINES 'c:::=::J ~~ Wfllll c::::2l •" y°'°"' C -===L==.J'====□='="'=· =J'======·==::=□ •• L--·l ..:TJ' -□ □ □ 0 □ □ □-t, ------•··------DETAIL 33 -~,---~,~.-. ----~ .. ,~,--.~-24·~------------24•-.--2•·--. --0!4"""""'""""""-1 000000000000 □00000□00000□00000□00000 □;' I a 0000 0000 a 0000 , ....14·1.-rur--,-1 2·~1a---J,._1a·~12·--,.-1a·---. 10•,12·± 0000 □ 0000 0000 □ ~--r ooooooaooooo □ooooo □oooooaooooo □oooooo"t.- -I I,;" ' DETAIL 34 INTERSECTION TREATMENTS PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS I A20-B RECOMMENDED FOR SIGNATURE CJ?gbet1%i11,.C:William'Prost C& c51J.ssociates PROFESSIONAL ENGINEERS, PLANNERS& SURVEYORS PO BOX 19739 • l 4 725 AL TON PARKWAY, IRVINE. CAllf0RNIA927l 8 (71.4) 412,3505 DESIGNED DRAWN CHECKED SCALE DATE JbB NUMBER OcTAIL. (L)ff€R€ iVOT€0 0tU Tl'IE A'.,;?M5 a£TA/l !VOTES, 0 1"'/IIUT fYIE[)lo/itJ/(JQSE IUITH H/Gt«.V l'i\cl'"CcCTIV€ l"'Al=r,;yKEO (.()/f/T€ TR,.<]AC"IC t=J<Y/LJT (L)/Ti"-I Gif.J..5:_", .c3E""./?.0S. ® 1/U:ST,:JCL ,e'L€X/.tx..'6£ Vo',"TIQ-OC. TY.t0€" H ~HCR:, 197? RIO OR T)"'Pc; rU-1 0V TEC-S9QR /Ct::?ST ,05 /IVDt09T€Q Ort.I /Ot.,</,U . @ l)(JSTiW .. C. 'Y'EU:...Of.U ~ct:"T'tve A<:;:lvc'1'76<JT" ~/C?~RS OU m,o SLJ/W7QCE' Cl"" />7€.Q!<),t} CUl'i'B ,t,05c; ,9T e:'c,c. .5A<'C/.VG rf'?Qf.J//l?{.)/77 .5 f77,<;lf9ffG95). PCfJC€ l'SlecF<'.€CT/V€ SUl?Fr'iCE QC ~eRS A<>'?;OC<'.e(. "" E Cr l'i't:l<\CX{.J,</ y . 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BY @DE:T,<)/C 9 @ b" CL.Wt TE 6' 10 8' 6/DctOi<IC.M' (7YA✓ @Q€T,<J/(_ 9 - ------------------1-----l-----l DESCRIPTION , _ REVISIONS f?\ <o" <f.JHI TE \c) (DETA7CB'J) - APPROVED ACE NO---- OATE ____ _ FIELD BOOK SCALE DESIGNED DRAWN CHECKED DATE 0 DR,19 (15818)-A Sheet 43 of SOA \ ~ ~ ,q-" * J c;;:,.. .,() Q,,--...p on J,- 'i' 'c: -so ~ .J !...:k =;r µ: ,,., l -~ ' IC .{) I ,J. r-.. s. ~ J ' ~-==:' 0.- .5 ~ -~ ~ ~~ ~ &> ;S C>-' . _t:, l~ cJ _,, Z._:j r II STOP~"-~ ( f"Y 077-leR'S) E. 6" tZJfifTc (DET/4/L 39) /Z" WI-/ITG----. { e,y 0TI-IGRSJ @DErn1c e.s THIS SHcE.r: fZY'i' GCJOc/9t'vC.. tV07c.S f:J!VO 0€Tt<JIC..S SE:"€ SHEC:T li' cil 88 • /Or<J/((JT ~,C,,:-IC ST/91,0/(()G , f:Jl9190«J5 (::)tU.0 CEGEtUOS r<lS tUO?cO. ttUSTt<Jl(.. /(,K)~,0 ;o;:J"'E(17E((JT ~l'iWE::19.S /Oct'? CfJC7?9t<Jt(JS 57191/<=lllr.JG t::X:Tt<JIC.S . ttV:STKK.C. 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DATE t---'---'------,---..::...·---~~:...:::;--=:..::.ji-c--c--~-----' C,,-1£.:KEQ -JES!GNE:J ----t--------------········ ······· ··-·· • DRAWN (.JMlf OF 62 ' ,,F ,".-,, ; ' l .. ,.f/ \ ' . -....._::__,«-.,_ . , . , ~ --V) -<;\"' I ;,,I. ,....,_, f • ~~ J > . -::::r: ,... . Pr s ----:' 5~ ,5 ~~ 1 ..,. .o-::,:: .... r;:,.--. ~ ~~ ""' . c-5 1 c,... --..1 8 CE3:f.ZO, i 8 + '° 0 ~,~ 'l:! " !-I UJ w lLl :r I{) -.J ~ :r !{) u ~ 1il . r-- ~ tVOTeS 0 ® 38 • to,<J/t()T T!Yt<Jf='FIC -S779lf:Jl(CJG , fJRl90ctJ5 tGICJO C.cGeVD5 t'J5 /UO'TcO. /LJ5Tf:J(._(_ /?fJ/8€.0 Pf:)(.fc~((} T (17fOl?H'€1"?.S /Cc/9 Cf:J<.T/9fJICJ5 5Tl'?ll°ltf.JG 05:Tt<JIC.S . @) ff(JSm<C. S/(3((.)(S) fJtr.J,O A:'.'.)ST. a:JH€/'RS" /CCX3,S//:X..E ttf.J-STfO((. S/GtUS OtU ST?'?EcT CJGHT /00(.E. ~~~2--;;: ~#A)~ L~~H ,;~~~~~~~-;.~~:T<!= £ ~ AG 0/RB::'TeO .e,v CZ::-e'MA. /~ALL CZ A,</0 Gr"E'C/,.<::lL GASN ''A 'f ;VO ARxC>W.) • ..... __ ,.A...__..,,,,.-;._""'" t,,..-.J~----1......,---._~,,__.,., ~~ ,,..c-"'~~,. ~.,..~.l,'\;·;,,..,r • -5 '.5t.0€.V.<!(M (Ty/0.) 0 0 . 8 + C[) ~ ~ . ~ I{) w 2 _j' -:r u t ~ PREPARED UNDER THE SUPERVISION OF (1tJ;;.fiJ;Ji:._Jkt= DATE 4-l7·&!J HILIERT WILLIAM DICKSON R.C.E, Na. 19417 TRAFFIC ENGINEERING iii'\ t-terman CONSULTANTS \JI kimmel and Associates 0 3300 IAVINE AVENUE, SUITE i SO. NEWPORT BEACH, CA 92660 (714) 852-8616 7=s,e e&O"\- .e/w OET/7/L. 39 0 ®JOET,<J/(_ C:6 0 <c,'' WHIT<=: PELICAN HILL ROAD L__fz .c;;ETA/i.. ~ 0 SCALE: I''• 40' ---~r------- -TT r--- 11, : I ,·•, ii ' ., I \ :: !~•: /'~.• 11 I I I I ,, ' ., ' d:Jf M~ &o ~ /0 1 ISO, srORAC£ EXISTING DETAIL. 38 I ' I d' 15' SOUTH t__OoP RD. PER Ti'le Kc:l'Th' CO. PL.4N$. •S ®0<::TAfC.. g e· a,os:a:.xi.::H (,--/P.) ~ ., -- ~ . .., .. ··---~ • CKL677e~ ,"c'./'X>W OV a ~ e,...qc,A(G~No owv 12/0(/2f,) APPROVED 10 -'!\ -::: ',jJ ;.. • - 0 0 0 0 + 0) ~ - ~ <,[J ~-- u.J z _j I u .. ·-·-·~- ~ 2- ONL.Y --l c,:;,obe;CJJein .~illiamProst ® c51lssociates-- ~--~-,-------1---_-___ -_---l------lRA~~l~Slb~ING-~-StRl~ING-r~~~---· 1 A .. ~ ·<, ··-'--~--' S.}{, A5-8UI LT REVl~/ONS ( /;LJJ.4.Tr.,RW Poe-v.t:r') 2/ '12. ____ ___ _.__ RCE"lO---- OATE B D ,.i 8/"3/q( FIELD SOOK • -_}!£VISED TRIIFr7c_ STR!PING~f'/!_Rc::; SJ HR. -----+-• ---''--SCALE ' )E-SI-GN_E_D-,--OR_A_W_N BY i DESCR:PTiON : APP'o,i DATE 1----~--"--------------__L· ~ ' l----~-----1 C0E.Ci-:,ED )ATE BEV!S!ONS Pt ll CiN ~ILL ROAD . c.:._:c.::c·1 1 SHEET 6ct· OF-----'"-!-/ __ _ , - r---. 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CA 92660 1714) 852-8616 700050 Be:,·C-1 0 - z. i ® ;.,.----RJr cuize, I IO' 4 \ - _,_ I :I+-<I) ACD/1-<G' I 2 PELICAN HILL SCALE: /11= 40' v2 o 3 i"lches on 2 I ROAD CJ@bert c::Beiri,'WilliamProst ® c';llssociates 0 ~-A.C. DIKE {WHIT£} - (/'.) -:i:,- 3 R&:;t.-Z \ 0 APPROVED --- - DR.19 (15818)-A Sheet 46 Of 50A (";\RBI \2_,IR!!,/ B 0 'f"UJII/Tc (.OETA/L Z7,8) 0 f -----~-7 d 11 , ;·· I ,: ,,;· , --. I " ----~_J J /\ l -:-I .,., .n I :J. ~ • c:~ >, -::;:t;:' -. ~";' '.3 CY' -~ ~:i:' ~c;.) ~ _oi-) J c,... ~ ~ ~ t ....3 --------~---- ' I ,, ! ' ,, ;: -1 i , COHOUCTOR SCNEOUlE AWG CIRCUIT /1\ IA & /4\ & ¢/ -:!, -3 5 ¢2 ?, 3 -3 3 ¢5 3 3 .3 u;, /;, ¢6 --3 "3 3 ¢4 '· 3 3 3 l:, !::, ¢8 3 3 E ro "' ¢2P e 2 -2 2 ¢6P --e 2 2 #14 ¢8P 2 2 2 4 4 ¢2PP6 I I -I I t/)6PPB --I I I ¢8PP8 (BPB z e. I 8 6 PPB f'BPB Common I I I 2 2 Ill/Im, St: 1,/amfl: S19n I I / 2 2 spa.rrzs 3 3 3 6 6 TOTAL Z4 Z7 28 €30 GO c:.um1na.ir,z 2 2 2 2 - #'ro S1qna/ I;' $/qn Common I I I I I ' TOTAL 3 3 3 3 I ¢1 DET£CT0!=?5 --/ I I C:.OOP ¢2 -8 -3 :!, ¢5 -I -I I OET. ¢6 --.3 5 0 CA13l€ ¢4 ---3 ":', 2/112 ¢8 .3 3 --3 TOTAL 3 7 4 /4 14 CondUl/ S1'z<Z 21/2 3" 3" 'c-3' c-3'' 8P6: BICYCLE PUSH 8UTTOl\l 0ETA/l. ;;ti" YELLOW rREE"1 S1mu/l;s,n,zous \__GREEW 0 0 0 ® ' °' I'!\ I I I I I I 1 1/JJICIFIC C/JAJT ".1) <ll 6-J-2U 40$' TO LllVllT LII\JE (\I SEE SHEET_/_ FOR W4I SIGN ~ M...._RKINGS "{() i/1 (\J (\J I • 0 I \ \ , r ~,YA# ,s½V AB HBWPot:r CDMT' le' I '2' l'2' I I I I J I 62' 10' I 11· C"'<'... TFii<l, I V) ~ ...____ ------------ ...____ ¢4 -\ , I ' a ¢4 IN5iALL R:4-SIGN 1--+•tf; '2 lNSIA.LL R73-2 S!Gt.J OETA/l JI" - \ \ \ 1'-JSTl>.LL RIO(L+) 51G'-l A/OT£ 9 V2 0 3 nches on original drawing £3 ?l ~.A.J......K.. t'/2"C -3-DLC ,Q t(J 2 (\J - DIST. COUNTY ROUTE. POST MILES SHEET TOTAL 'I TOTAL PROJECT NO. HEETS 12 ORA PNASE O/AGRAM _) ¢I r ¢5 ( I 1,:; 7 l .. w------ -------t '\ t l "' I I t RE:CALL ¢2 ¢4 ¢8 . NOT NOT {JScO U.S£D ....,_. __ _... RECALL ¢6 I /.,_6 I ' ' I 2,S I ' PHASE 1 ... 12,.6: 4 b j A EXC'LI.ISIYE PHAS£ SEQUENCE #OT£: £ ICWTV C'ROSSE:5 P.t'..H. 10' .SOI/TN OF a.c. l"c;/' s.c:e. £Jl?G. /JQ•n-.s-,4:!·I SHT. I o,7 Coit l•Ot_C ( FU tu RE Lana) . , • 2-I·2L SE:E SHEET .:ii_Q._ FOR W41 S\Gf.J Is MARKlf.JGS 405' TO LIMIT Ll~E 2-I-2U ~OTE a tf;! ...:1+-1,,.================:::-~:r==~=========j 1"1ST"-LL Rio•<! SIGN SEE SHEE.T .5!Q.. FOR W41 SIGl,.J ~ MARKINGS / --.---z c, BARE #12 coPPcR WIRc I ·N ;ii 8 FOR FUTVRE .I'. C. TO INTER· z ¢b4:!'",------'-• 6-J-2l ff---:'/~----~=====;===-=========::=.~==F===== LL=::::!'f--t-----=SE CT/ON .STA, E!b r 2.5.°,f __ =::::::::Tt~!=:l-- </>b ~ :;; ------i-----+--- - l'/;/'C, 3·DLC NOTES Tl/IS SIIEET: Coil l·DLC (Futur,z lane) /. c. 3. 4. 5. 6. 7. TRAFFIC 8IGA/Al ,4NO /.IIGflaiAY t.lG.IITING CONSTRUC"7IO}./ SIIAL.t. COA/P"ORM TO STATE OF CALIFORNIA STANDARD .SPECIFICAT/0/JS Al/0 STANDARD PlA/JS ( DATc'D ✓A.A.I. 186) ANO THE SPECIAL PROVISIONS. COAIOUCTOR SCHEDULE IS FUR/J/SflED AS A/J I/JSTAl.lAT/0/J GUIDELINE OAIL Y. /T Sh'AC:.t. BE TIIE CONTRACTORS RESPOtVSIBlt.lTY TO PROVIDE THE CORRECT CONDUCTORS RE(j)UIRED FOR TNE" INTENDED OPERAT/0/J. UAIL.ESS S.IIOWN OT/./ERWISE, IA/DUCT/VE LOOPS .S/./At.L. BE 6'x6' IA/ITf.l 10' SPACING CENTERED IA/ LAAIE. NECESSARY STRIPING SIIAt.t. BE LOCATED PRIOR TO POSITIONING DETECTORS {SEE SIIEET 3g) .4t.t. CO/JOUIT SI/Alt. BE c" UAIL.ESS Sf.lOWAI OTHERWISE. AL.L. PUt.l.BOXES S#At.L. BE# 5 UNLESS SI./OWN OTIIE"RWISE. ,~ I• PEDESTRIAN /AID/CATIONS S11,4!.l BE TYPE G (SE£ SPECIAL PROVISIONS) l}./ST,4t,t. CALTRAAIS MODEL 170 COAITROLt.ER ASSEMBLY /Al MODEL 332 CABltVE"T, DETECTOR SENSOR U/v'ITS, COA/Ft.lCT MONITOR1 POWER Sb'PPl/ES. MOOEMi ISOC:.ATORS1 OTHER MISCEt.t.AI.IEOUS Ab'Xlt.lARY c(i)UIPM!:AIT FOR Tf/E OPERATIOAI SI/OWi\.~ AND OPERATIONAL SOFTWARE. EXACT LOCATION BY CAt.TRANS FIELD EAIGIAIEER. 8. INSTAL.l lc0/c4-0 V. TYPE .lll"-.BF SIGA/Al AAIO LIGIITl/v'G SERVICE WITH Tl-IE FOLLOWING CIRCUIT BREAKERS: 1-4-0A-IP (METERED SIGNALS), /-BOA-2P(UNMETERED LIGHTING), ANO 1-ISA·/P(METl::REOILlllM/AIATED SIGNS). LOCATE SERVICE CA.BIA/ET A MINIMUM OF 6' FROM CONTROll£R CA.BINET. • 0 <7, IAISTAC:.t. PEDESTRIAN BARRIER I( R4q 8/GNS PER CALTRANS STD. Pt.AA/ ES-Sr. __ UNQERGRQl.Jf\lD_~TRLJ.C:TlJRES=---- -AU. UMDERGROUNO UTILITIES OR STR\iTURES REPORTED BY THE OWNER OR OTi-111:RII AND THOS!': SHOWN ON THI!! AEC:OROS r;'.)C,t,.MINEO ARE INDICATED WITH THEIR APPROXIMATI! LOCATION ANO EXTENT, THE OWNER BY ACCEPTING THESE PLANB OR PROCEEDING WITH IMPROVEMF.:NTS PURSUANT THERETO AGREES TO AOSUME: LIABILITY ANO TO HOLD UNDER• SIGNEO HARMLESS FOR ANY o.-.M ... GES RESULTING FROM THE EXl5TENC!i Of' UNDERGROUNt" UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED: NOT INDICATED ON TH". PUDLIC RECORDS EX.-.MINED: LOCATEO AT VARIANCE WITH THAT REPORTED OR SHOWN Oi'C RECORDS EXAMINED. THE CONTR ... CTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN ANO ANY OTHER UTILITIES OR STRUCTURES FOUND .-.T THE SITE. IT SHALL BE THE CONTRACTOR'G AUPON9111fL:TY TO NOTIFY THE OWNERS OP" THE UTILITJ£S OR BTRUCTUR£S CONCl'.RNED aEF'OIU! eTARTINO WORK. C TRAFFIC ENG.INEERING ~ r-terman CONSUL TAN TS '0} kimmel and Associates 3300 IRVINE AVENUE. SUITE 180. NEWPORT BEACH. CA 92660 (714) 852-8616 0 I - c:"C, 4·0LC ! t--.17 !ALL "RlO(L+) ?K::'.:.N I --tt+-+-----.r---+---;=D£TA l l A"----'-;.- MOU~T AT 11' P _.....,~ 8 - • \ 17; I • A/OTE--'J= 3 __ _ 1'2.' 1 \?.' I I I I I I I I . / 4.C. U/4LKU/4V "--"' & SG'RV/CE ( Cl:PTH =8' Ml,<./.) 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PUSH BUTTOl\l WITH BIKE SYMSOL SIGl'J, SP-I-CS (p N/G' DR. 19 (15818)-A Sheet,,4 7 Of 50A CALTRANS -TRAFFIC SUB/J1ITTElJ BY REV/£/'V{D BY /IPPROVED BY C,, ' ..Jf_ewporlcoas!or. - ,:;.. , >IE E.X,.._CT LOC,.._TION SY C,.._L TRANS Fl ELO E'."1G li'JEER E<]S# .,:Hu~,:wMS----~-+---I iiT~ NO ---____ ,---·-1R~~r1[--~1bM~t-Dt~~ /~ ' -/Qri ~L ~;~ 1 '-APPROVE:> ..., ;;'..,,v'.:,.t~" c.. t -- .. I . - REVISIONS flELi:J DESIG/1b. CHCCKED I SCALE t11=io· ,°RA"IIN Qf2... OSTE \0-8B .. .. ~ I .... • 11 l · · ,_,, __ •• •.---··•·'''"-~~--·--=,-•,~--~--~--· ----~~=~==· --=~.........l,,-----~~-~~~~-~~~===o==-1t:·r,,=c, ~ei,r -J 0 TRAFFIC SIGNAt. INTERCONA/ECT C'OllSTRUCTION SIIAt.t. COA/FORM TO STATE OF C4t/FORNIA STA;f/OARO SPECIFICATIONS AMO ST.4NOARD P!.AllS {OATEO J-4,U, /C/88) AllO TI./E SPEC/At. P,t:?OVISIOAIS. ®/A/STAI.I. 31a, PUt.l.l30X @IA/ST,41.!. #5 PUl.lBOX @) IA/STAt.t. #6 PULi.BOX @INSTALi. 2" CONDUIT {C) ANO PUt.t.ROPE BETWEEN Pl.ll.t.BOXES SJ.IOWN O;f/ Tl/IS Pl.AN, UNLESS NOTED OTIIERWISE. EXACT !.OCATION,OF PUt.t.BOXES BY' COt/NTY /;f/SPECTOR. A 200' MAXIMUM SPACING BEl"WEEN PUl.1.BOXES SI/At.I. BEOSED. ' ' © /A/STAt.t. At.t. Pl/Lt.BOXES TO FUTURE SIOEWAt.K GRADE. 64-_'.__,,;j 45'T I 44' E /00' 0) /A/STA!.t. Z"CONOI.IIT ANO Pl/I.I.ROPE BETWEEN FI.ITORE TRAFFIC SIGNAi. CABINET #b Pl.It.I.BOX AT STATION Z'b-f25 l! ltVTERSECTION ·ro SAN JOAQUIN I/It. t.S RD. FUTURE TRAFFIC SIGNAL. CABINET #6 PULi.BOX. INSTALL # S [ PULi.BOXES AT 200'SPAC'ING. (NOTE: FUTUR€ IIJTERCOlv'NcCT) c:. i1 fa\ WHEN RIGID NON-111/ET/ILIC CONl}lJ/T IS t/.SED, A B/IRE #12 COPPcR W/Re ,r,I SCH. 80 P.rc Sh'A'LL BE ti.SE.. I 1$:V 1/ (Z G"a 4 i! 0 INSTALL Z" CONDI.IIT I PI/LLl?OPe FOi? Ft/Tl.I/?£ ./"NTERCOIVIVECT BcTWEEIV C/181/VET /?/VD @)e-,;,"C. • Pl'fCIF/C COAST IIWY. (SEE SJIEET 47 STA. 7.,. 76.31). @)rot ci3b,nar coc. 9 3 @.cot; ry_F;;izf."'earv,···-~ 'i"':Y l.,J'• '""' -- I \ ·; \ 24 ,j -~ 5 - --7 r J ,.1 SCALE: /11= 40 1 o eo 40 eo 1a:> 3 INCHE5 ON ORIGINAL PLAN . ,I!"""-J $J. .. 1,.,-• c::..-~:: l~ 5ci- I,, .s ~-~ ._ 5~ -b, 1~ c3 -.__; -------. fTv ---- -.. ··-e:. --T , I ' 0 0 ROAD -?/'c .~,.~.-✓-"-...,~ vr. Cob,;-,,,,t' L.cJc. >. e;y t:=t:e+tA rra,-::-,-'i"a - , 7y'= .1I£-.£¢'V/. 'Y ~ 7Y"Q.,r.//C ,_ ,--A I ,:,D •• .,.q..,o.a:-:-~~,.~ 3 R:,;;;;: Hoadhole ,,. e:,y s.c.&=. > .,S /Ve,'\C, ,5/vJ::x:x.Jf- ---===--=-., ______ _ ----- :.. .. - ® f/!z"C, G-1-ubou/-- "' "' ~ 7 .__ _________________ ... ,___ __ _ s (z. c/1) - 0 0 , ..,-o &0 ,_,p'?'§: DR lg (!SB 18)-A • She~t 1,8 Of SOA 0 VA"-. I @]-,.q.,ru..e6" ,v,4.smRM~ w/4&'-:014. X 10<,::::1~=-,,s-p iWAK. --t--~PUTURE 10 1 14 A:ZG 141"2411 0/.4. X 8 1 OEEP M.4X. ig-oBT4/N OR.4'AIGG'" COUAITV TR4FFIC G"N'GING'"GR .4'.PPROV.4'L., PRIO..(;;' ro IA/GT.4'L.L.4 TION. @)-ALL FtlTtlRE LOOP 110/11£ RtllVS WILL J;VTER.JECT INTO X-WALK. .!NSTAL L STtlB-01/T.5 I#TO X-WALK AREA . 48 l I I i 1 0 • J §~ . :::c: J C>r-~"? :3 cf\ v~ ... -;!3 1 • ... . ...t; >--::S: ~ • d' c:,.J 0 . r.. _°) NOTE T#IS SHEET: 0 TRAFFIC .SICNAL l/i!TERCO/i/NECT CONSTRUCTION SI/ALL COA/FORM TO STATE OF CALIFORNIA STAN04RO SPECIFIC4110NG ANO 617/l•/OARO PL ANS (O.<!TEO ✓LILY, ;g134J ANO TN'E SPECIAL PROVIGIONG. • @IA/S.TALL 31/z PLILLBOX @)IA/Sl:4LL #5 PLILLBOX @)!#STALL #6? Pt/£L80X ® INSTALL 2 11 CONDUIT (CJ .4ND PLILLROPt: BETtuEEfiJ PULLBOXES S!IOWN ON Tf/lS PLAN 1 t./NLESS NOTED OTIIERI.I/ISE. EXACT L OC.4T/OA./ OF PULLBOXES 8Y COb'NTY IA/SPEC.TOR. A 200' MAXIMUM Sl".4C/NG BETWEF-N PULLBOXES S/,/ALL BE t/SEO. @INSTALi. ALL PLILL/30YES· TO ,C-UTt/RE SIOEtuALK GRADE. (z) 1AIST,4t./.. 2"COA.'DUIT ,4,VO PL/LLROP6" BETtQEEN Ft.;;ruR1:· TRAFFIC S10N4L C.48/NGl' #~ PLILLBOX ..4T ST,4710N ,%+25 /NTERSCCT/OAI TO SAN ✓OAtyUIN NILLq RO. FUTZ;RF TRAFFIC SIGNAL CABINET # a, PL/LL.BOX'. /N,BTALL # !7 • .CULL.BOXES AT zoo' 6PAC/N6. (NOTE: FUTURE' INTERCONNt!:CT)' • @ W/1£N Rlf.l/£) lv'ON·McTAL.IC CO/v'l)t//T IS {IS£l), A BA..f'c ~2 COPPEcr? W/Rc w/ SC/I. 80 PYC Sll.4Lc. BE t/Sco. 2- @ Z-G"A. @ FUT CAB/,VET «.OC ® FUT. 71/PE ..IZZ" SG"RV/u / t -- 1' /='RaPOSG'O SG'RWCG' ,s,:,,,vr 8 I N'LfAI.OM?Lc. @z-.3'11, /2/ --T - II /Z4 ' 11 11 PELICAN - 4-' ~'!>---10' TVP. 6/2 HILL ROAD SCALE~ lu= 40 1 ---. .. . . . ~flrv. •. ---~ 3 -------•a, -----132 4=1 ~ M'S'D/4,(/ A/05,;;;- ~ /k"c , G7z.,.ea::,,T - -3:7±½' ( ------ I' - 0 - - \ I \ \ I I I I I I AM l l 0 W 40 120 -rv. 137 0 - 7 127 L t ~ --,· 0 7 --------13' a - 1· owv ;::::::::::: - IZIJ /ZS - 7 S.H. NO. 7 :::::::=:: DR. 19 (15818)-A Sheet 49 Of 50A Q AS•t'li./llT Rtrv1s10Ns ( Revi:xro .,-, s, c.oNDu1r) R.!:V/S/0,VG j , r, ''-~--, 2/9'2. Jc $1 ~ _v /I iJ ' - -l 'O ~ I ,J. 0 2 . ""\) .,. c::i,;;i. ~ ..... -. p., -:::t:' I,, • :I'..,., -~ d • 51;;1" 1 D ,,...1/ -• ~ 0~ Clo--. i ~ c:.:' iQ,,.. Q.5 --l I I A/OTES TI.//S SHEET: 1 ' (j) TRAFFIC SIGtZIAL IIUTE:RCO/l/R/ECT CORJGTRUCTIOIU Gh'ALL COil/FORM TO $17/TE OF CAL/FOR/VIA Gli4llOARO SPECIFICAT/0/l/S A~:O STA/l.lDARO Pt.AAIG (0.4TED JULY, 1984} ,4,V.O THE SPEC/AL PROV/-510/l/9. @llllGTAt..L ,aye. Pu't.LBOX @) Ill/STALL # 5 PULL.BOX @ ht/STALL #a, POllBOX @ l/l/6,TAt.l 2 11 COUOU/T (C) AllD Pt/t.LROP£ 8ETtlJEG/U PULt..BOXES 6#0{111// Oil/ T:1//G PLAlll, OULE.98 /l/OT£0 OT/./ERtl//Gf:. EX.4C'T LOCAT/0/ll OF Pt.lt.t.80XEG av· COt./£/TY l/l/GP£C7VR. A ZOO' MAXIMUM GPAC/IU(i B£T(U€Ell.l PUll80Xe:G SIIAt.l 8GU8c0. @ l,VGTALL All PllllBOX-€8 TO ,CUTl/RG SIO€lUALK GRADG. (z) IA/STALL 2" CO.UOUIT All.ID PULLROPG BETlLIGGA.1 FUTURG TRAl=F/C SIOll.lAL CA81A./ET #~ PULLBOX AT STAllal/.l 2.G-r25 I I.VTERSl:CT/Otl./ TO SAA/ ✓OAQlllll #ILLS RO. FL/Tl.lRG TR,4F.CIC 6/6,UAL C'ABIAJGT #c;, Pt/l.LBOK. Ill.STALL # 5 , @.-£A Pt/LLB OX £.'3 AT' zoo· SPAC/A.IG. ( llOTG : FUTt./Rt: /,<IT£RCONN£CT) 0 Z-3" l @Wh'EN RIG/1) l'IOIV-A1ET,4L/e CO/'ILJtl/T IS t/Sc.O, A B//RE #12 COPPER WIRE w/ SC'fl. dO P//C SH..4LL 0 F//T Ca.btnaf l~c ---, 1, BC: t/S£1J. ©FI/T. T'fpz 1l1 Sa:NtCli -. -· i .J 6 1 Gidecval. J •• • } j1./.. I ~~ - 1 @ -~ ~ - 7 Proposa:d Serwca Potn f ( /land/Jo/,z ) 0 I fc 'c, ST//801/T- 3 c::: ~ =::::. === === -=== :=. . tJl "' S 11/z" C S T//6 OUT ' . I -- 4.QQ' TO M 1 hi'~->JOSE. 3 l ---- .,. --Ru, - - 1 C 0-I' - G)1:i'c, sruaour @c €A. G) For: Cat,,,;.,,,: t.oc. ,... _ -0 F//T. T?,-p,: m S<zN,c,z I ,. ~~ i I 4 ,/ • 7 E Tv - Propo.sacf Sttrv1ca. PON?f(flandhola) I ---- (';\ /1,/'C, STl/80UT ~-/ 0/Y;/C, STI/BOUT FL/TtJR£ CURB O ZO 40 (!' 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