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Home My WebLink AboutR_5707_S> .. IMPROVEMENT PLANS FOR THE CONSTRUCTION: OF IF ord Road Extensiorni afl7ld Rea~igrnimefl7lt INDEX OF DRAWINGS Between MacArthur Boulevard and the San Joaquin SHT. NO. SHEET ID. DESCRIPTION 1 T TITLE AND LOCATION Hills Transportation Corridor {SJHTC) 2 lhru 4 X-1 THRU X-3 TYPICAL CROSS SECTIONS 5 K-1 INDEX MAP 6 CSS-1 SURVEY CONTROL SHEET 7 Thru 17 L-1 THRU L-11 LAYOUT 18 Thru 26 P-1 THRU P-9 PROFILE 27 Thr•J 37 C-1 THRU C-11 CONSTRUCTION DETAlLS 38 Q-1 ROADWAY QUANTITIES May 5, 1994 39 Thru -49 G-1 THRU G-11 CONTOUR GRADING 60 Thru 60 D-1 THRU D-11 DRAJNAGE PLANS 61 Thru 65 D-12 THRU D-16 DRAJNAGE PROFILES 66 Thru 67 0-17 THRU 0-18 DRAJNAGE DETAJLS 68 0-19 DRAJNAGE QUANTITIES 69 Thru 80 U-1 THRU U-12 UTILITY PLANS 81 Thru 85 SC-1 THRU SC-3, SC-3A & SC-4 STAGE CONSTRUCTION PLANS 86 Thru 94 SC-5 THRU SC-13 TRAFFIC HANDLING PLANS 95 Thru 103 PD-1 THRU PD-9 PAVEMENT DELINEATION PLANS 10-4 Thru 108 S-1 THRU S-5 SIGN PLANS 109 R-1 RETAlNING WALL PLANS UTILITY AND AGENCY INDEX 110 Thru 114 E-1 THRU E-5 LIGHTING PLANS 115 Thru 119 E-6 THRU E-10 SIGNAL PLANS 120 Thru 150 XS-1 THRU XS-31 CROSS" SECTIONS STRUCTURE PLANS BRIDGE NO. 1 151 1 GENERAL PLAN 152 2 DECK CONTOURS 153 3 FOUNDATION PLAN 154 4 ABUTMENT 1 155 5 ABUTMENT 4 156 6 ABUTMENT & WINGWALL DETAILS 157 7 ABUTMENT & MISCELLANEOUS DETAILS 158 8 BENT 2 159 9 BENT 3 160 10 BENT DETAlLS -1 161 1 1 BENT DETAILS -2 162 12 TYPICAL SECTION 163 13 GIRDER LAYOUT & PRESTRESSING DE:AJLS 164 14 PTFE/ELASTOMERIC BEARINGS 165 15 JOINT SEAL ASSEMBLY 166 16 EXPANSION JOINT ARMOR DETAIL 167 17 STRUCTURE APPROACH DRAlNAGE DETAILS 168 18 DECK DRAINAGE DETAILS -1 169 19 DECK DRAINAGE DETAILS - 2 170 20 LOG OF TEST BORINGS BRIDGE NO. 2 171 1 GENERAL PLAN 172 2 DECK CONTOURS 173 3 FOUNDATION PLAN 174 4 ABUTMENT 1 175 5 ABUTMENT 2 176 6 ABUTMENT & WINGWALL DETAILS 177 7 ABUTMENT & MISCELLANEOUS DETAILS 178 8 TYPICAL SECTION 179 9 GIRDER LAYOUT & PRESTRESSING DETAlLS 180 10 ABUTMENT DRAINAGE DETAlL 181 11 LOG OF TEST BORINGS '• LANDSCAPE PLANS SEE LANDSCAPE PLANS (SEPARATE DOCUMENTS) , ,P"~CZJ I r _,., I \ ; \ cfs ✓w ~--~ (, ~~ fl,-..--1 ..... ,~, ...,.:'¾ . ;,icr ! L.r~ ~ , • ' ' !::::j t ..,_.. ; ' t \· 'J city of Newport Beach LOCATION MAP IRVINE RANCH WATER DISTRICT llRWD~ OPERATIONS) IRVINE RANCH WATER DISTRICT IRWD INSPECTOR) IRVINE RANCH WATER DISTRICT IRWD ENGINEERING) PACIFIC TELEPHONE COMPANY AG DMSION) THE IRVINE COMPANY DiSTRIBUTION~ SOUTHERN CAUFORN~ GAS COMPANY DISTRIBUTION SOUTHERN CAUFORN~ EDISON COMPANY TRANSMISSION) SOUTHERN CALIFORN~ EDISON COMPANY ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY CAUFORN~ DEPARTMENT OF (MINING AND INDUSTRIAL RELATIONS TUNNELING DMSION) GATRON, INC. (MANAGEMENT CO JET LINE) COMMUNITY CABLEVlSION COMMUNITY CABLEVISION MCI (WESTERN UNION) METROPOLITAN WATER DISTRICT AT&T CONTROL PLEASANT BENCH MARK: OCB'-' :JOO 4 70 ABOUT 0.2 or A "''LE NOJ<n<(AST ALONG Tl-<£ 00Nf1A CAHYON RO,ID. FR0U TH[ INf(RSECIIO'< Of CQYOT[ CANY()H ROAD. 186 f"lET SOUTHWEST or TH( CENTER Of A BEU svsn:.. f(l.£PHON£ COUPANY 1,W<HQL[ COV£R. 7~ f"[[T SO\JIHUST Of n<E C(Nl£RtJN( Of 9QNl'A CANYON RO,ID. ~ f"[[T N()RT,<[A51 Of A P()W(RPOL[ NU'-'!l[R 18616-420£. IN Tl-<( TOP Of A CONCRfT[ POST. 0.2 OF A H>OT >,BOvf_ Tl-<£ GROUND -'l<D AOO\J1 1.rvn wffii IH( C(NTT:R or OONflA CAN'rON R<Wl. w<TNESSED EJY A STI:E~ POST. 1 FOOT NQR'!l,(AST_ El.EVATION 200.173 ~-1ij76 BASIS OF BEARINGS: THE BEARING OF S 01·03'29.35" W ALONG THE LINE BETWEEN GPS NO. 305 AND GPS NO. 49 ~ SAID UNE IS SHOWN QN A MAP FILED IN BOOK 129 PAGES 46, "7, & 48 OF RECORDS OF SURVEY IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CAUFORN~ W~ USED ~ THE BASIS OF BEARINGS FOR THESE PLANS. CARL BA1..LAAD 476-7660 JIM TRAN .476-7500 JOHN ECONOMIDES 476-7636 FRANK DONAHUE 259-4--4-87 PETER CHANG.4-1..A 544-0120 JOE l.40RENO 546-2362 JIM NUEZIL 973-5-'t53 WAYNE MILNER 973-5406 AL VASQUEZ 834-5707 VERN LARSON (805)569-0064 JERRY GOEHRING ~213~921-6427 or 213 921-:-2271 ~,16-7619 CHUCK BOCK ~ 213~820-0468 Jll.4 HALE 213 250-6000 213 634-9458 GEOTECHNICAL/MATERIALS REPORT SAN JOAQUIN HIU.5 TRANSPORTATION CORRIDOR Ford Rood Extention ond Reali<;inment. Stations 1 +07 .86 TO 61 + 72 Dated November 10, 1993 Prepared By: PACIFIC SOILS ENGINEERING 3002 DOW AVENUE. SUITE 514 TUSTIN, CA 92680 ~aw:i .ouo k'GClC!t==;::.:;:+;) ~CTNO. 14191-MC IIHC!,T_1 __ ,,-, I o,r _-o_._ I MACARTHUR BLVD· (STA 10+95.51 TO STA 30+00.00) NO-SCALE R/W Vories 50• TO 1 tY • ·See Pion Slope • , . Sowcut Join' •• • .. • .. , 5', 12' • • Vari • Exl ·, . ·011t ES I TCE :-Vories I I I I I l001!- 1 ,, I y" I .,, I I I I Remove Exist Im rovementa MACARTHUR BLVD (STA 3+98.41 TO STA 7+91.70) NO SCALE PAVEMENT STRUCTURAL SECTIONS- \ @ ® ocArthur Blvd East Connector West Connector R-Volue Tl • 9.6 Tl • 8.1 Tl -7.6 20 30 -4-0 50 • ~OTE: All Be. Type B AC And Class 2 >B 24' 2· 12' It_ 12· 2' . ---------Shld Shld 2:1 5' G 5' I 2% 2% I • Mox Point Point Typical Section Coyote Canyon Rood No Scale ::::::::➔::_. I I I l Median Drolnoge Per l L _____ _ Drainage Plons . '------- MEDIAN GRADING DETAIL (Except In Poved Median Areas) No Scale NOTE: 1. Dimensions Of Structural Section he Subject To Tolerances Specified In The State Standard Specificotion111. 2. All Asphalt Concrete Type Surfaces Sholl Receive An Aspholtic Type Seal Coat Prior To Acceptance By The City Of IRVINE. Consult •cREEN BOOK" for Specifications. QCM RCUASE JUNO 9 fM FOO COtlSTBUC~ Curb (Typ)_ lYPICAL SECTIONS X-1 ,u,tePNPlr,JIEJay. PLANS FOR THE IMPROVEMENT OF PRO.ECT HQ. Ford Road Extension And Realignment -1.~~J .. :::t,e<;:_ rNA ENGINEERS i-------:-~TY~P~l~CA~L~S~E~C7.TI~O~N~S;.;;--..;;;.:-, ... t-2- CITY OF:· .. lllVINI§·· ,..~ .. -4~(~·--, ··.PUBLIC WORKS·,DEPM,TMENT,:1 .. '-":~.-;,',--:: ::-, •: ._J54,;;t -,~ ... 4' • -~J-:' .. ~' _' • ·:.;':)</:-:•J0,~,,.,·,'. ;;~t-/~?:;,_..;.)1~··:.::t,-::.!:\i'-!\~}' • ·-· • .. •I•_. 2' 15 0.37', 0.59', O.B!i' & Vories NEW FORD ROAD (STA 20+16.59 TO STA 50+62.87) NO SCALE 15 ~-N'LY R/W S'LY R/W l ... -----sa·-------------sa·------- I . I ;.._..J. ·1 15 NEW FORD ROAD (STA 15+06.00 TO STA 20+16.59)-' NEW. FORD ROAD (STA 10+.00.00 TO STA 10+04.00) NO SC>J.E N'LY R/W j., 74' And V(?~es---------70' And Vories I . r 56' And v,n.. . I 52' And v,ne, 7 ;._.18' • 14' :1 I And Vories Md ¼rtes, See Pion 15 0.71' & Vories S'LY R/W I 2' 2' N'LY R/W S'LY R/W i--------!:>8·-------c-------10··------------I 15 And Vories And Vories . I l-,40•---------52•·-----1 And Vories 1 ~• And Vories • .,. r.-:18'---, Pion 0.63' & Vories NEW FORD ROAD (STA 58+82.90. TO STATE R/W) NO SC>J.E And Vorlesl 15 N'LY R/W S'LY R/W ;...._,a I 15 C ·1 • se•·-----------10··-------'-----',. Vories ,40' ----t------52''--------t And Vories 14' NEW FORD ROAD (STA 51 +67.09 TO STA 58+82.90) NO SCALE 2' QCM RElV.S( JUN 09 !19\ FOlt ~ lYPICAL SECTIONS X-2 ~CTHO. 14191-MC ~- a (I) I ~ i • Q.. 2 ~ 't ~ ~a i ii l.t 0 • • EAST CONNECTOR (2+76.75 to 4+72.80) . NO SCALE • W"LY R/W E'LY R/W ~ 1-------58'-----------70 & VoriH ~ ~18' ---t-----40•·-------JJ',52' & Vories --'t---18' 7 I t-5' 5'---t I 15 ·EAST ·coNNECTOR (l +55.73 to. 2+76,75} NO SCALE I W'LY R/W 'E'LY R/W W'LY R/W 70 c!c Varte,..---_ -_::::::::::::_-.-~n~~---=-58_' ____ •. 1 ••5~ o--.,...-33',52' ac VOrie~ ·~ ~-~ 5!....{ 15 WEST CONNECTOR (2+89.64 to 5+01.49) NO SCALE WEST CONNECTOR (1+75,94 to 2+89.64) NO SCALE 15 15 1 e II DIST COUN'JY HOVlE 12 ORA ,, . 1--------------------------1 c:r:::==~===;+=:f•··-= •• -.•• ~ ·" i1?;1,..u • }~?~~f;NCINEt~\·_.~\~ ::: Width Per Pion r,.. ~ ci I') 2.2% Or Vories ----0.67' ,_;.- t ~2·. Tz:eical CurbLGJter Calculation Detail NTS _Coo,tructron Nate:, . '(~} Con.st. Type ':' A-'t' Curb Per, lrvfne Std Pion No 200 Const Type .A,. Curb Per lrvlni.-Std Plan No 200 Const· Sidewalk Per Irvine Std. Plan. No 201 . ·eon1t ~ Over NJ Per Tobie_ On ShHt. X-f ·' Const 'N; Over NJ Per, Tobie-On Sheet X-1 . Parkway Londsc:ope Improvements Per landscape Plans Const Median Nose Paving Per ltvfn11 Std Pion No 109 CF R/W HP 2' / Varies Slope Easement Varies J/.9-/ 2.2% CP opo B<>J1od~g -Cut SJopo o cole 2.2:C CF ., '' _____ ..,..,._, ~·;. ~:""~--.,.._.-_~""""'=""'~,-,,DA""n""'"".----,"' . .., ......... _~_=::.:: -~1-- IWA ENCINEERS. • , , >-< •r;r•-~ ,,.. 173GO Brookhum. St. Suite 100·· • ""l:::===,::::::a.,. · ·:: Fountoln Voll9y, ~ 92708 • • 3' & Vories MEDIAN DETAIL No. 1 . NO SCALE PG {For Median Offsets To 't. 3' Or Less) 4'-13' Or Varies MEDIAN DETAIL No. 2 NO SCALE 18' Vories Slope Easement Vories Ro'ffldh~f -FlJI SJooo core QCM RaEA5£ PG CP JUN Q 9 f39II FOIi CONSTBIJC'J]Q( TYPICAL SECTIONS X-3 l'AO,IECT NO. cnY OF IRVIN .. ,., BRIDGE NO. WILDLIFE CROSSING L-2 ~ . . •.>t~</)\>:\ .\: : :._.. ,,," '~,-', . :· 'c: P~rcoJ Usu,ig·'·'.'· ~ , DescriPtfoo • • . Parc:er1. ~.M .. 64/4 • • Parcel 2, P.M: 65/4 O> Parcel 2, LLA 14065-U. @ Parcel 1, LLA. 14065-U. G) Parcel A. P.M.B. 271/15-16 @ 15' Easement, O.R.9~-428263 (]) 300125-10 @. 300125-4 ® 300125-3 5 4 3 ci ::> t!) :i . . . . . . · .. ~ . '' -':•!, ~:i ... :-. .'· .•. ..:. '" CITY OF IRVINE (iTY OF NEWPORT'\_ - BEACH NEWPORT HILLS SHOPPING CENTER ' ' " N..AHePNPNl//£1JIY• rNA ENGINEERS ·~ _w_,~:,:rr·rr\r·s~· . . ,:..- 173QO Brookhurst St., Suite 100 fountarn Valley, CaUf. 92708 ....,:, .. SCALE: 1•.300• QCM RnEASE JUK O 9 !19\ FOR CONST.JllJCTl(lr( PIANS FOR THE IMPROVEMENT OF KEY MAP K~1 PROJECT N0. Ford· Road Extension And Realignment 14191-MC 1-----K"'--EY_MA_P __ AN_D_L_IN~E=-::IN~D:--:-:E=-X=-=~ om.2..-;. . C l·T V • 0 F IRV IN_E;·.:t: . ·;;· Jai.'f! . :: f,.: ·• PUBLIC' -WORKS. DEPARTMEtfT:h.i~}!fi;~(n~ \\:.i · 54.,:-. ~ 8 1/) I ~ C: I • -~~ r 0. ~ ~ '~ t· ~a 'i. ::,Z oQ ~~ Ill ,6 • • • - , '. ,,. ' .. ,, ,,,.. • • '> • • ' ~ ... ~-, ' ,. • C ·• ·22+99: ... ·., • ;;r • V't C 0 J:: m· I ..... ... 10+00.00 • MacArthur Boulevard 1 +08.28 • New ord oo BC •· ~+74.75S8J"26'J6'"E ... ..,. 4J+2!t82 r.i EC • 6+78.41 II') + II') • . .... ;: ''• CCR-1 6-4.00' 101.54' 65.01' 90'53'5 ~ 2176271.630 6076150.600 2176206.915 6076166,980 2176226.280 6076229.629 CCR-2 200.00' 125.22' 6-4.74• 3552'2 2176293.252 6076-471.253 2176310.5« 6076533.640 2176287.998 6076594.326 CCR-J 200.00' 224.6-4' 125.96' 6-4"24'4~ 2175828.703 6077630.594 2175764.830 6077946.684 2175659.375 6077960.117 -,,. New-ford Rood .. CONTROL .... . LINE -NfR NfR EAST EAST WEST WEST XFR ' XfR MB MB '• CCR CCR NFR-2 Ford Rood XfR-4 Existing Ford Road CCR-J 7 BEGIN/END COORDINATES . STATION N E OHJ.92 2\ 76416.678 6070741.430 62+80.88CPCCl 2176676.060 607671ll.468 1+00 0+64.D/ 1+00 5+86.49 34+85.63 69+17.46 5+80.85 22+99.54 1+uu.OO 22+22.08 21-7560-t-.934 6074641.461 2176062.379 6074758;666 2175606.667 6072950.500 2176061.074 6073124.825 ·2176342.536 6070416.639 2176028.855 6075400.290 2176007.501 6070691.444 2177700.792 6070661.tu6 21 /!).)69.497 1607612!>.172 2175a59.370 6011960.117 LEGEND NFR • New Ford Rood East -East Connector West • West Connetor XFR • Existing ford Rood MB • Macarthur Boulevard CCR • Coyote Canyon Rood Notes: The Coordinates, distances and bearings shown hereon ore grid based on the NAD83, 1988 OC Adjustment. • To obtain ground distance, ·divide the grid distance shown hereon by the combination factor 0.99991479_. ElevotJons ore based on-the Orange county Surveyor NGVD 29 Vertical Control Adjustment published 1987. .see· Below. l~ft-For Coyote Canyon • Rood --- I CONSTRUCTION STAKING SURVEY CONTROL DATA QCM RtUAS8 JUN 119 199\ FOi\ ~ CSS-1 SCALE: ,· •200' PLANS FOR THE IMPROVEMENT OF Ford Road Extension And Reallgnment PRO,ECT NO. 14191-MC EC • t--~6--1'----t------------------~ ·~f ~!~R~f 6~~;;,:;:~,~;:'.d;·:.-·;:~;;:::;,:;.:,:;L;;~~-:-•;~•·:.·•-:-~'.• ;·,,~: •. ,~;_~~,~~~~.]'• •~·-.,. r;_;,:·-·:--~~~ttri~i~~jl;;:s~J~!f ;~~i~=~!,~e\~!:: , :: :" :_/,.~:~: :-/ ~ \\\\ .• \~ ~ I •. ' ,i:; :> t ;Ji ' \r ~-I • • •• • ,. , • ,r. ~ • ,~~, XJ#tf,. . . . .. .•:: .. _,, > ·.-::-\ {t~ {b~}·:f~fJII. •~-.:·:_;J'\•/~···,1·;.·-.••. ~~'"~ ~;:, _ '·~ ,''• ••. ~ ~:,(.',, c-½~t ••. .. ,:_~--> 1:6oz' • ~' 1\~, w) , 9. : •• ~>.:\-:'-~)~~-•. 'f\\: ·\·.·it 1· f' v&t-,.,._. _ _,,,, ,._ . : I • f-• ~\ '\.\ l ·1·•~W ~ ~ 1/) -~ ~ • ~ . Yi. ll. ~ • 1,:;- .iZ ·)l' . :· ' K ____ ... ·' < _· ::?' '~ ~ / ·. ~8 f;Jc., _'~P~ ::,Z :lG ,. oQ 0· ~~ i .. :-:_. . .. ... .. 15 .. i ... • -., ! -i~-·-·._,. ~~-~~~-==~~'~ l-, :_•_ , • ••• ~I~ U . -., , l , w ~-..• -=-·.v ~ ·' u ---0. • ' • ., " I '• . n Exi.tlng '' .. , move, Item NI Indicated wcul tect. Item NI Indicated edlon Landscape Improvements Per Landscape Pio ... lo•t ..:::m h lndloalod • •• w dsc:ope Improvements-Per landscape . Plan• : et 11tol Post 5 Strand Barbwire Feoce·Per CALTRANS d Plc!n ABS (Cote Location & Width Per Plan) Conel Porobollc Curb Transition Per Irvine Std "?tan No • 107 • And Detail On-Sht C-10 · • . ~ Const Medl'on Nose P!JV!n9 Per lrvlne Std Pion No 109 , • ·, • , I \ '-".--rlll~_,.. -:-/'r··- " I . ' . , , . , 7 5 4 d Buffqlo ~d Con Rdlng· Pion le Oocum ,. '.. •·' 3 ORA-IIY• fJP Fill Cut LEGEND . 12 ORA ----f------~--.--.-.------------------ -. ---.--c-'---:'"".'-''': --~.\/Jttd :· ':· fence -x--x ·11 " _:_..~y '' RNS&o ol.i:-:t;HCIHEEJt . -~;~,:"'.; """'-l~, ... ~-:, ~l . :, ·_ .. >--::<;r ;:·f:i~::~~:.\:::~•:~:~?· : ..... ::--... =:--=:::-, • ,.cS,· Slope ,~ ... _ ... ,,._,, ·?~:(/:/ :·~-,-~• .. -.~;·4;-; -~•,.,:.; ~-~--=-"!.}{~~.::t~"-7" ,.. Easement ·\' •• ~~g~~-s(-~' i~ •• .. '· -....:::~:;:::::::-r , • -!Ji ' Pacific Bell rNA ENGINEERS 17390 Brookhurwt Sl, Suite 100 fountain Volley, Calif. 92708 .,,, ,,', ',:· Fountain Volr.y, CA e;108 ,: • • . . • '. (:() -LL. 0 IX:) • ~ t:i 1 See Sheet C-6 far Street Ught/Sldewalk Detan ~ 2 See Sheet C-9 For Curb &, Gutter, Median Layout V> Control And Buffalo Ranch Entrance from Sta 4+59 To 9+00 0 Befeceoco Pfoos Used City Of Newport Beech. 8t-142 City Of Newport Beech R-5-450-S •• City Of Newport Beech R-5372-S . City Of Newport Beoc:h· .. R-5454-S . ·city Of Newpo~:Beqch • PC 155--:-76 '•• .. ,. CURVE·. DATA R ,•6::. .• T .. .L ,. ~ . ·- 4 500.00' 50'00'~ 233.15' 4.36.33' • • 5 500.00' .; 45"52'36"-' 211.60~ -400.35' 8 800.00' 23"52'-0°' ·.169.16' 333.41'· 7 800.00' 27'.18'59'° 194.40' ' • 381.41' · 8 400.oo· 09"04'07" • ', 31.72' 63.31' __ _,..,,... .,.,.. ---· 111/M --t/l~ .,.. -...... --- ~~~ QCM RELEASE JUN D9 !$ LAYOUT SCALE: 1• •50' f~ CONS1R\ICTIOI'( L-1 PLANS FOR THE IMPROVEMENT OF Ford Road Extension And Realignment 14t9t-MC NEW FORD ROAD {MACARTHUR BLW TO STA 9+00} BHEl!T _z_ CITY OF IIRVINE • PUBLIC WORKS DEPARTMENT ... · • •• , ·;-· •• --• -·:·._ CURVE' ·OAT~·"... >·,., l:•-,J. -~·'.(,~i}i::"'· • " ' .,, , ·•, , '" >w .. • .y, •, '" .,,,,, •• 'w ,,,. ; .,, " .. .., ,., =, .. -.,.,, ' .,, ·' ...... , 'I .. • • ,<,,, ;; ,: :,~. ""'°''' .; ;;.o,, ;;,-,., •C.<,>.o/• ,o,." • -~,-. ·" ·" • , •· o •, -·:,.,,. o,;•·~•omonl · , , · .. , · • · , · , , r:.··.· .. O,;~I 1•0 O• s· I ;'7~~~, , ~ 1 ~ ---.J ~ '9H' -~ . . \_ r \ ... . tk-., \. ~,. ('~ \ "-- ,~ r1'91"i~},._" I l/ -" ~' --"'-·•·"'---" .... -~ ~~~ ' ' ~"-f ' ~\>-... ~.;,_, \ • -~~:~""' .'r~N~f/ 'isN:i;'-, •. ,·, ... :si•~-<~1S?~0. • ~~---"' ~~,·-:-,• ~ ./ ------.: • -.. ·:--.. • "'--.J 'w' '\ ~-~ ~__!s__ _,.. • ', .... ...--~ ·:'\_\ --=, ~"--:: ---=::.:::::~-..:~-=::,. • ---...:-------- - ---.::_----:-~k -- 390 Brookhlnt st.. suite too tafQ Valley, CA 9~08 ' QCM Rn.EASt JUN 99$ FOlt ~TlllJC,Tl()f{ LAYOUT SCALE: t· •50' . L-2 - Pl,.,Ull:twe,NW:DIY• PRO.IECT Na. • PROYEMENT OF c PLANS FOR THE r And Reaffgnment. -14191-M . • ... '-' . •.· .. ·.. . 1 ru.Ha rtltPNIBl.l'f• IWA ENGINEERS 17JQO Brookhurst Sl, Suite 100 Fountain Valley, Collf. 112708 PLANS FOR THE IMPROVEMENT OF Ford Road Extension And Realignment NEW FORD RO>D (STA 21+00 TO STA 35+00) WEST CONNECTOR (EX FORD RD TO NEW fORD RD) CITY· . OF IRVINE ; .. · . .'~ PUBLIC WORKS DEPARTMENT 14191-MC IHl!U. [) .... • ' 15 ~ I ... ' ). ~;, . : • ' s ~ \.;· a. - • ~ :_ .. ~, .. ,. -· ., •' .;_ ... . • -~, :: ~-~" -• ( ) ..__..,. z 0 ~ Ii: a= 1:3 ~80 1.1·1 --• For Catch Basin Md Locol ---D l [ o,,~.,wn s,, :rn;,ag, Ploo Catch Basin And ~I ession See Drainage ,. a . I __,, .... KN NO. 1 2 3 4 5 1, 6 7 I◄ 8 Ii 9 10 1111 1q5 19 20 21 22 23 24 _26 CURVE DATA R· ll. . . T • . l 1800.00' '36"2~12". :, 591.29-" 11~2.5~' 1793.00' 25"54'30'"' •_. '412.44• ~810.?r. 1817.00'. 3512'25• · . 576.51"-, ,1116.50' 1760,00' ;:;36'22'12!': 57Q.1~ .. : .nt1.20·- 1650.00' • 2&·45•25• --. _474:54•. • 92!r.06' 35:00· 69'58' -40" 3~.99' • 54.96' 35.00' 90'01•20· 35.01' 54;99• 50.00' 84"53'04• 45.72' 74.08' 35.00' 95'06'56. 38.27' 58.10' 2.00' 180"00'00· -6.28' 2.00· 180'00'00· -6.28' -2.00· 180"00'00· -6.28' 2000.00· 01-s9•35• 34.60' 69.60' 1793.oo· 10·49•34• 169.90' 338.79' 1748.00' 10•49•34• 165.64' 330.29' 2045.00' 01·59•35• 35.59' 7l.16' 1807.00' 08·49•55• 139.55' 275.55' 1840.00' oe·49•55• 142.10' 283.64' 1800.00' 08'49'56· 139.01 277.47' Rid e Transition ... ... LAYOUT • . ,·-50' L-4 P'l.).Hl9 '11JEPNfE1J IY• Pl.ANS FOR THE° IMPROVEMENT OF PflO,.IECT HO. rNA ENGINEERS 17390 Brookhunt St.. Suite 100 Fountain Valley, Collf. 112708 Ford Road Extension And Realignment 14191-MC NEW FORD ROAD J_STA 35+00 TO STA 49+00) £AST CONNECTOR ( A 4+00 TO NEW FORD ROAD) atm __LQ __ CIT-V-:·--OF , .. IR.YINE·---~;·M··- PUBi.Jc WORKS DEPARTMENT• • .. ; '·;: : ·-:· .'-154 - • • IC t 6 Ill ~- a: a, m .B Ill ~-a: i ~ I.I.. I o· ... ·I.LI , w ffi ..... I . t; . .... i ~ ~ See Sheet C-8 For Street Ught/Sidewolk Detoil IS rd Rood WeUonds/7 L~tlgotion Sito 0., Acres . ; 1 5 5 4 .. .. NO. II t 2 11 3 4 :1◄5 6 1◄8 I◄ 9 1 ◄10 i◄ 11 ..... , ... '..;R ~. ·.,.-·A T ·t ··\ NO. ... .'.R .• A':·' .. T L CURVE DATA 12 . ORA 1800.~ , 05•49•56---.. 139.01". 2n.4.,.., 2 1807.00' , ·oa,4'2&·-.-130.18" 259.91' . 1aotQ<t :os-49•~~-·_,39;55•. 278.M"c 4 1ais2.oo• ·oa-01•53•, iJ0.01' · 259.60~ 1793.09' '10•49•34•': 169.9'(t -~:79• 5 1807.00' 07'5i29'". , 125.69'. 25(>:99' 1840.00' \05•49•55~ ,142.10~ ·283:64~ 11 7 1aoo.oo· • 30"39'tXi:' ;493.32' · '963.00' 17~0<t 1cr49'J4'" -~···165.64': JJ().29 .. 9 1829.68~ ,01'3147·> • •. 26.03". _,._=:s2.05•~ 1820.00' •• 25'50'16~-417,'4, 820.74' HO 1759.93' • 04'27"30. · 66:51" 138.94' • 1852.00' 06'07'JO•· -··99,os• 197.98' ◄21 1884.68' 06'04'50· 100.10° 200.02" . so.oo·· 88'04't8· • 48.34'. 76.86' I~. 1839.68' ·01"33'22· 24.98' • 49.96' 1793.00' 09'23'44· 147.J-4.' 294.02' 1~3 64.00' 90'53'56. • 65.01' 101.53' 1803.00' 01,s·2r 114.34' 228.38' • ' ford Road Construction Constrgints . • 1. No Wor1( Permitted From Station 52+50 To The SJHTC Ford/Bonita Interchange Between Apri~ 1 And June JO. ~- I.ANS~ ,......._~;~,..,,,,..-::-e=~-:-:--::~0:--:N:--:-• ~.: . . ' . ~Jt:J{]?J ..... _ ... · w;~/=_j=J1 ~~e -~=--. a• .. i.-~ -6 ..,_ / r· ----". --,z-1..... w • ropo·sea-f3,(W.' . ·-......... ,- ..... Exist)1~W~ ~-... w w /// -----~ 7'y--C_holn Unk Fince--Per rNA E,NGINEERS / / Section-3.3_f_lons • --.._ ---~--------------------LAYOUT-:,-..__ / I ----scAtb--1~50' -.......... _ , t, --------------5~ I I / -----------' PLANS FOR THE IMPROVEMENT OF • Ford Road Extension And ReaDgnment . NEW. FORD ROAD (STA ~9+00 TO SJHTC) ) COYOTE CANYON RD (NEW FORD RO TO-,STA 4+00 ~CTNO. 14191-MC IICIT_j_L : • -\, .. • :, • t ..... :.~. 1--r-,-. . ' • S33tfl -~ j ClaH 2 AB 0 (2; 7 8 II ' . ·•-' .. ~~~.,~·, .. :~--~--·\\/t•·?/-: ·: .. ,-:·· ';_'-;·. ~:.-. : '··.-:' .· ... :-. ,·· C.URVE -DATA '• R 6. ., T _ 200.00· 35'52'22"'' 64.74' -L 125.22' SCALE: 1•-50- f'l,,,ANII ,,,,.,.N11DJ • .,. 4 3 2 rNA ENGINEERS =3====!=::::::::::::::::::::::::::::::::::[ ..... :: .... :.~Y•==~R~w~:w2~,~~~ ... l 173go Brookhurwt St., Sult• 100 -I---+----.,..----,---~-:-------:-----, • F..P "0'ff• fountain Volley, Collf. G2708 t •. •··· ..-ay, ~ N0. DATIi ---· -- KJ/t!- QCM IIELCAst JU# 0 9 Im FOi{ ~U!UCTIOf( LAYOUT L-6 PLANS FOR THE IMPROVEMENT OF Ford Road Extension And Reallgnment COYOTE CANYON ROAD {STA HOO TO STA 13+50) PROJECT NO. 14191-MC lttl!IT _i_Z_. __ '--=-c-=-=1T:=7'Y-=----=o-=F;--l;-;;;;R~V"'IN.:..E;;;.-1 °' .12±_ PUBLIC WORKS DEPARTMENT • • I j • •. m 2 '~ lii ~a ·e. ~I ·1 . ., ,. +I Q) Q) .c V) Q) CD (/) -0 ' .\ CURVE DATA 181 R 200.00· L 221.72' ~c ..._\_ ~ ~Q\\' QCM RELEASE JUN OS 99\ fol\ COf1$l,RtJCDOff SCALE: 1"•50' -...___ L ---.----,_ ~~ ~-::--....._ ,_ ,,.. ........... ...,.. -~.;t:..::::_":::.. --~-~;~ ~~~ ~'--~ ~ -......:::-0 ---.. :.:~ o,-r,--::::::-._ oii: -\. ---~i~ ~ --·· '~~ \ oc;:~ ~J '~ ~ ~~\. Construct!on Notes _@Const 4" Type B IC Over fj' Clo11 2 AB. . ~Const Metal Post 5 Strand Barbwire Fence Per CALlRANS Std Pion A86 (Gate Location &c 'Mdth Per Pion) @ Const Metal Beam Guo rd Roiling Per Coltrons Std Plan A77 LAYOUT L-7 . l'AOJECT NO.- Section A-A No Scale • 180"00'00· 2.00· 6.28' 35.00' 45.24' 26.40' 1960.00° 270.03' 135.23' 2003.00 283.43' 141.95' 2001.00· 283.99' 142.23' 211.50' 50.71' 25.38' 211.JJ' 25.70' 128r 35.00' 71.66' 57.47' 1968.00' 116.17' 58.10' 100.00· 38.87' 19.69' 44.00' 134.81' 64.54' 12.50' 39.27' 1994.00° 27.37' 13.68' 125.00' 65.22' JJ.3i I /. C 0 Vl ~ I I f C, • "~ See skeet10r5 ror Detail Of lnteraecUon SHEET 10 OF 181 lis21a; 00.00 . East - Sta 82+13.47 Exist ford Rood Newport Hills Shopping Center Driveway Improvements See Sheet C-5 See Sheet C-8 for Street Ught/Sldewolk Detail 12 ORA / ",';;~L-,~1 ":\~< <t \ \ \ --<l\ \,,,,, 1 , 1r 1~ \ /r tlr;~ _ b:f~~~f >~c -~ ~ . )\~~ ~',',~ Section 8-8 87+27.46 EC ~ 5' Sidewalk- Existing fS Curb Transition ·oetail B No Scale Detail A No Scole QCM flEUAsE Ju11 a, rm FOi{ C0Nsll!Ocr1cv( Join Existing Curb LAYOUT L-8 PRC)..IECT NO. (Ii 0 w (/) ~ er WST ~O) o'- Cl Cl ,>-om w ~8 :::>z uQ J(/) <(W uo Q'. w . ., ·<( ,~ z <( :i I-u w a Q'. D. < u I- Y, 0 w (/) ~ er w ~ 0 ST a, '- z :.:: (Ii 0 w ~ u w r u ~ w t-(/) ~ ci Construction Notes @-const Type • A-7 Curb Per Irvine Std Pion No 200 ~ Const Type • A9 Curb Per Irvine Std Pion No 200 ~ Const Type A Dike Per Coltrans Std Plan N37 • ~ Const Sidewalk Per Irvine Std Plan No 201 ~Const AC Over AB Per Tobie On Sheet X-1 ~ Const AC Over AB Per Tobie On Sheet X-1 Const Access Romp Per Detail A On Sheet C-8 Join Existing Remove, Item As Indicated ~Sowcut d8)-Protect, Item As Indicated ~ Median Landscape Improvements Per Landscape Plans ~ Relocate, Item As Indicated ~ Parkway Landscape Improvements Per Landscape Plans ~ Const Median Nose Paving Per Irvine Std Plan No 109 lli2ID.;.. See Sheet C-8 For Street Light/Sidewalk Detail 7 e 6 CURVE 13 . ,..._ : a:i N + I') RADIUS 500.00' 996.00' 65.00' 200.00' 400.00' 200.00' 85.00' 400.00' 1000.00· 2.00' 200.00' 2.99' (.) w, DELTA 08"53' 11•55• 7716'1 14"26' 09'14'1 14'04'1 56'04' 09"04' 12"04' 171'50' 0716' 180-52'1 \ \ TANGENT LENGTH 38.89' 77.62' 103.95' 207.16' 67.94' 114.63' 25.35' 50.43' 32.31' 64.49' 24.68' 49.11' 45.26' 83.19' 31.75' 63.36' 105.60' 210.82' 28.07' 6.00' y .. 12.73' 25.42' ----9.43' ,,, 0 -.. <D i'= ST w 01.00' Rt -8 eg Curb Type A2-8 R/W Ji I .... .·•. ,.. .. ~--... · IWA ENGINEERS 3 DRAWN ■Y• _J3j3_ '!:7-ff..4 17.390 Brookhurst St., Suite 100 fountain Valley, Calif. 92708 DIST COUNlY ROUTE 12 ORA - o @. w,wl REF CML ENClNEER PLANS N'PRCN~ O,.TE rNA ENGINEERS 17.390 Brookhunrt St. Suite 100 fountain Valley, CA 92708 8..,, :r: ~o -et ~ ;:,~ L (.)(/) -a cc WW od Fence Exist Curb, Walk, lO Signs and Trees R/y{· .• • •···• ._." n•~ -.,..-- ----Y (f_ _New( Forf:l Road: '°" ·r:t: ·,See,Sheet·L-1 :.:.: .. •·. LAYOUT • 1_Shee_t. . Of . -,,,. .. •. PLANS FOR THE .IMPROVE~ENT OF . ,, ., Ford Road Extension And Realignment L-9 PROJECT NO 14191-M~ MACARTHUR BLVI? {STA 3+30:f: TO STA 12+00) 1-------------------,----,---,----=:----1 SHEET---I RV IN E CITY OF NO. DATE REVISIONS ______ --12"""~°'~ro~•Y:..:· __KE~K~N!::.1..:a2f)§e:::::::4::.L. _________ ---1. ___ ..;.P..:U;.:B;.:U;;.;C;...;.W.;_O;:..R_K_S~D-E_P_A_R_T_M_E .... N_T ___ _._ ___ ....J Of' --- • ) fu 0 w C/) ~ a: ~ ,>-om w ~8 ::>z UQ ...JC/) ,<W 00 a: w 0 < z < ::i r u w a a: D.. ti r z 0 ~ .... 0 w (/) ~ a: ~ 0 m m fu 0 w ~ u w :x: u a: w Iii 0 IJ.. ci a: a: (/) Oow Cl. 0 -(/) -u ~ n::z a: w 0 c., .... u < lf) ----,.... 0 lf) (I) (I) Reference Pion:, Used City Of Newport Beach City Of Newport Beach City Of Newport Beach City Of Newport Beach City Of Newport Beach \ 81-142 R-5450-S R-5372-S R-5454-S PC 155-76 -. ~-' \ (" 14 Exist Woo~, Rail re'nce Along Parking Lot 'fronta~ .... ' ; "; l • :·-··· .... , ·t· ~ .. ~. ,,,, j /; ; I ' I ·I• 7 15 4 3 2 1 NO. ----·-····· DATE Construction Notes @-Const Type A Dike Per Coltrona Std Pion Af37 Const N:. Over AB Per Tobie On Sheet X-1 Join Existing Remove, ttem As Indicated - Sowc:ut Protect, Item As Indicated :::{Q)-Relocate, Item As Indicated ~ Parkway landscape Improvements Per Landscape Plans ).l <f. Macarthur Blvd , u. 18 SCALE: 1•=50' 'r; REVISIONS P\.AH& l'flEP'AAEO BY- . ,":. -· ,· ,L.: .. .,...,. E:xist AC fl','. lnterferi Portion d1, Fence To R%:st. IWA ENGINEERS DIST COUNTY ROUTE 12 ORA CML ENGINEER NIA ENGINEERS 17390 Brookhurst St. Suite 100 Fountain VoUey, CA 92708 lllll.VlllllJ P0fl QltCfflU:1'ICW IIC110M UA: :,'°' Oi~ ff_,o ""<l~TP • 'IOt'( PLANS FOR THE IMPROVEMENT OF LAYOUT L-10 PROAaCT NO. Ford Road Extension And RealiQnment 14191-MC MACARTHUR BLVD STA 12+00 TO STA 24+00 17390 Brookhurst St., Suite 100 Fountain Volley, Calif. 92708 t--c~,r=-v-o_F__ -IR_V_I_N_E --1 6>£ET_ Of' --- PUBLIC WORKS DEPARTMENT • • U) Q) _;__J_-::::_'.::_ ... _-_ .. _~-_-_-"-_~~- Q) t::::::=._,c.::::::::;::;;.::::::-::::~:::;:=-.:~:::-::::::-.,.,k~~~~c _.......,=--== .c (/) Q) -Q) (/) -·~ _:o 0 1-1,...;::~1-""'.,.:,.a...--;,,+-""'¼,,tot--t,,.::..----... -~ ..... ~.,,f..~-......:-,,4 __ ..,...,...,,-.:.=---,,.:---~:r-'----._,-,,___ + ~. N 0 .... (/) . .r: (J ...... 0 ::,,: l)(NSC BRUSH • l.5J.4 152.8 •• ~~DIUOQd ~ -==::::c1t~~ort~ 81-1-4,) City f Newport Beach-_,_ R-5450-S City f Newpli-t !Bea -R-537 S 153.-4 City Newport Bea;-R-545~ Cl?. 0. Jorl Bea) PC 1~~ . ~';., ~ / ;:•, ~ 0 •:~~::~•~~~:L :.~~~-- ,:. ~~ ~ .· .. L>t:i.l \..UVNIY t2 ORA· PLANS FOR THE IMPROVEMENT OF Ford Rood Extension And Reollgnment I l'ROJSCT NO. 14191-MC L >. ~, .~, ..,,., .. ~ I 190 ~ .a .. Ill ~ ~ ~-_,:' "'.?' ~:. • ◄.:,.. .c1· i . ., ..... ··- -~ - if ,t, _-,i,;.' ~ ,..;. ?tn ,..-1:.,·,' ,., ·m 2 ,., '~ .lo; :·200 ,, ~~ . ~· .•·. 1 ~~ 0 190 l&I o· ' ' .... ~ ~ . ~ . ~ . '190_ ... ,: ,~:._ '• ·;?~-:::· . ,,,. •• I ?-;.~ ... i,..;..__ ,. , . ~ ,nn .. l2QQ.. t ,nn ♦• I- % 0 ~ ~a: ~ 18-B ~i5 -,1 .·8·~ . l I I ...__ .. • -~ • 't• ---.;... ( '. . -.:;,.., -.... _____ .. _':--:.'~~?~:~ ~? _·;,t :Jfr "::'.!\•.: t-~1--...-{--·'· ' 6-?ii 1/J (5 -~ 0: ~ i ~~ ; ~ ' m ~ a, 'lo ~ ~a a :,Z o gl ~_. • -lBO -170 - '160 ~ - 19G r- 180' --·110· -- ~ . - I ~ ..,. ,. [.n:i .. I· E I I I ~~ " ! B"' . C ~ -LU..LI...l..U... if-~ ill ..;;:- 170 - ·l Ii . , fj 40 • 0 . 11 1 I t· ... ;c :, M w 11 •I I ' ,n X J ·J.I • i:b •J I H· ......,.,__..,, I l ., I tO f!?H-i11'+1tt11-+l 1 .. ........ .... ·~ -1 - -I + I I l ,r; 1,6 u I i I t,, • ~ . I H .. f'~ ~·. PLANS FOR THE IMPROVEMENT OF '.I 1 t ~ Ford Road Extension And Reallgnmant ··-· •••• , ...... • -f ---I '··' - f- 160 f- - 190 180 ,.J12.. -- ·160 1~ t--- 14-0 ,--- - ~ - ---180 I--- ~ -~ 14191-MC ,. --e:--1,'"--ll---,-f, • ' - ... 1 ~ -t ... "l tt I< • + .. .r. ·~ .., < • I "' t ~ '\ _,., .... ~ ' ~ _._ - • ~-!: • -w5 + g 'I ;~ I t I I ~~ ! ~ • l t ·~ ~ ijg ~ .... u t •11 ! !I. t -~ " t I II • 1-"' "' "' ~ .B ' 0 "' IIHI I t !•ti ·I t I • I II ' I H ➔ ~ Ir I . 1~ (' I ~ ~ ., -i ,__.. I i ~ It -4 I I/ ,. 'i ,. I t -0, I ( T .. .- t l ~ J I ' ..:i: A l .la. - 200 -··_ ' ;/ 190 - 210 200. ---:-- . '· ~? 1110-· ,• ~ \. . ; .....:..-:.. -- ... I t, r pj S1~:.j. i-t!id • ~ .. ~ ♦ ,......,._..;.. I -~ C -~ II) fl • ! I ! -~ I . 'i.i. l~Q ,,.., 1-W". 1-1-t !I _./ 190 -~, It • ~:;. ·Z 180 • ~ ~a:8 -ih 170 .... ., .... ; t 1 e·-"-AMI rNPNED ■Y• I( -G 4 . : ~-' s "?"_,_;;~, :~tii.\~ ;; ~I:_;;; .":i~ ;~:~nd~_.,;;(_,:i.t·~1t;:~,~--~,~!0 ~a10NS,. •• ~ .. ..:;._ • .... • .... •.•• -~-•'il'i'\ ~-~'i'-,,,,,. ...... ·; .. • ... _.,.-:f,·.•.~:Y'!",~ -~'J"" . , .. ~ •• ·~ ..... ~, .. <1~=... ,:,;,.,_;~.:.~~ ... ":~ i:ii..'~:~ ... :Jt1·.1,?; (lt~,-~'.... -,._·:?: .... .,,..,t ,;.ij'-<.~,-.1• ·).f,; ~.'{fP .-;;:;,~t7::3".ii':J{~ ~'i.;.llt¾ir.l~l:1.:.3'5-:f.tt·,,-i;r.;J.#jj,~i ... {;;·!1~t._~ .~·.ii~r.,,\)i,¥..-:.t,~~~ .. f~ \{,' :t.~.· '..,'f;:.Y.,•~'f:.-,f..,·~'f't•,frl"-t,~}/\t:~•!:._:; .. ~l i.?+1t,11't;~. ~ C"rUUDED~'!-~jf, ... ,1 .. ,r~,~1!: ·.o~.---;,} ...... •:; . 1··... • - • 2."' • . • ... -s . :•-· ''J ••••• 0. ' • ' ~ ',; ,J .v j'; •' • , • .. • -J \,,~ ~-...... ·~---~ ... ~·,. ,r.,.,·, ").?,•)'I. ... ~~ ... •' l, ,. . •,• ~ .. , ,y 1 ·-;; ... ~.1•-:-...... :t-.w•,:.;.~'ft.i:(v,;...'-,•\~',, y~--.~~.":'-·~•:;J.:,.,,..\.":, .. ;.i••'._',f ~-.~·: l('-.··•,1,,.,~-..... ,.~..,, r.~•;, .... ~~: .. •~J.r•r . .,., ,-•·.~j•l',r. J.?,'l~L --;-,,._~~,").,.:: 't,m~.:-~:~..:, •• e ... r,/:~ ..... , .. ~ -, • l ', .. ·.-. ·1 ·.,· I .-r:1.-· ..... , ' ·1:/:-" •• _.,u ... .'."~ ,, ,.:),~~'~,;".:~::!:::,., ( IWA ENGINEERS 17Jg() Brookhum St., Suite 100 _rountoln Valley, . Collf. 92708 ·g I t ' ~ ;; "' 0 ... t. ••· ~ J, t PLANS FOR : THE· IMPROVEMENT OF Ford Road Extension· And-ReaU~nrnent· NEW roRo ROAD (STA 22+00 T~ STA ·~+oo)· - -210 - - ·200 -...--. 190 -- l'flCmCT MO. . 1419t-MC . l ~...,,._r,·,· -. • ·j, . ..... ·•'. \.,-• _:..· ·200 Q> - f3 ~ ~ .; ~ a '. i~ •• I s a ~ j ·;· i i--~ ... I ~ ~ Qt ~ -er ,,.,, ... • 7 " r .. 113 e ~ co ., -9 ~ I ..,. :. ,. • 210-~ ,, ► i -... , [ P. 1 ~ ' ... ■ II ·:• JgQ_ q; -~ if ~., CO Tt -~II .. ·I IO JaQ... ~ l I -;, '1. II ~~ __;_ .. !. ! Hi. . ;,;; I -~ a:: '--~~_;§ :-.__ 8~ ~, ~ ..... .,. . !i,X:Jf OI ~ ' -I -~ --- ~•-• 1 ___ .. ,' I "--•- •:-,2r ORA-.,l··,-·: : ~l • ~ I t;; f' I • •• ... :, -f ,__ '• IX ~ ;.;1= r.· ..:.. ~ 11. , ... l I I • . H·•• .,::l I ~ ~ i,$1_:~ t"I ,. , i ., ,;: .... -~ rr r, ri; • ; :..~ i '◄ µ .. i:.J. ;,,. II t "" u Ill .... ~ t' 'f-I I r ,.,. N .. ~ ,.. &t d CIC) ~~l l:f ..:: , .. --t ' ID •g t [ff ' I: ijltS • IN!.. 1 ... , n. .. ...... 'Fl ,,, ' , ' .. I ·-• ... _; L' I iii "\ -, -~Ji OJ-: ::.r • .;"!?II-..i ------,.., ... ... .UI I it"" '1 II , ... ... JJ I• ~•,T -!fil! -180 ~ -- 170 ~ -::~t·. ,. '-.;~ ......... : . . ,.,.. <-'·.· .. 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"r' . .... t 1 ., :I ,,.. 180 - .--- 't _-:!: .. ·~; :::---4=·~':' ,,r,o: • 180. .. , . -,_.· .. • • ;;o: ·1eo ~ ... .-. i,,_!.:~ PRCUICT NG. 14191-MC ,,:. .. ~ :.-1 ~·ff~~~ I . ,' .' ---·-1M .... -... :,.. ~~ -·.-.. ~ J:. ~ • ·-... i-----:- z ~- IH - -:-:--., ,i - .... .. ~ ,, I . ~.,, • f ,..L. n t:!: t I 1+ ------ ~ ~ ~-i 200 ~ ,. -Jfil!_ -::-- 160 - - - l'AOJICT HO. 14191-MC I,.• .. ~,.~-.... .. · .• .;,1.1;·.--~· .. '• • i ,_.,., . .:! • ! =-~ . . ;~ ,•.::·· ·;.-,,. t I ~ I 0:. , . i a: ...;.:.__ !!!• ... ~~~~ m :~.-:-~:,_ . .-.. :. ~·::. ~ ~·:·; ~ ----- ~ ___;.;_ • 200 · 1aii. ~ ~ in 180 . • l I -\~ -: .• ~,. ID IQl ..:. :; ·i r , ... •. •.• ,. .. 1 ........ . •• _;-!.,. ,_ ~ .. .-.. ;~-:-~ .. , ,., :, ------ . = ~-= .;....;.''-. ,• ... ~ t --t-.. •/:~.: ., ... , JI ... ,. " .• . ·~ ~ . --:·,{·~=_i: •' , .·--~-:: •' • .·: "";::_,, . ,· ;-" ·.:-.. .a -- ln.: .!· ~ a· . a: ,~ ~ -~ ~-. 0: c...:...__ i~ ~ en ~ • 1~~ .. a{ ~' Ill •. ';•:. ~ -~--~ ~~ -~· um =>o ·.. 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No Scale QCAf RIUAS( JU#U~ ~~- CONSTRUCTION DETAILS SCALE : 1" = 20' .c-1 l'IIO,IIICT NO. -,:·.~..,;_---_;,_..;_...;_:_..;_ ____________ --:-_________________________ _ ..,. ;;;---; ! .". - . ·~ -"t .. ,,....,,._ ..... ·~ ,. . ·. ,._ "':'~. ' ...... '.,;_-· ! -~- R/W ■ 23 N U). R/W • . •.' : ... , I••-. ·· .. ,. -~-.. -~: .. -. ' 6+51.49 BCR ~. -...·. .... I') 10 N + U) N ~ <-->-::::--J;.:.=..;.:::...:..:..=:.:=~~.:.;.:.:;;:;.i...>..;:.::.;::...,.=:.J;.t " \_ ... "\:~--?· '.;,t:;;':',¥:;;.,.-.:i;'-..l, ~~>,··<::< > .. > ·.\ .. \ ·. \_ \··-. ·.. \ \ 4+89.-4-9 ECR I') U) LO a> ~g R/W R/W 1 •· ' >,P••_,.-•r; I !• .. .._t, New Ford 2.7 Road 12 ORA ... , . IWA·;ooNEERS::/-:·-•.. - 17390 8Jookhurwt st.' Sult• F~ Valley. • C\ 92708 •; . ., 1 100. --- QCM RnEAs( JUN O 9 St. ~~ .. ., . CONSTRUCTION DETAILS SCALE = 20· C-2- PffOJICl NQ. 14191-MC Cttm.2.§_ '. . • ,.-, : :-• ' ;~ i· · .. •· • '. ~: /. . '\~ ~- ,:...-:i~" --- .... -. '', ·· ... • .. _v'\~" • ·, ~ •'·; • • • ~'!... 09l • OLl OLJ Exist ford. Rood . ··zt--t:Ex,st • • 2.20% - 12 ORA ENCINEER --,·• •• ~ ' . .·' ~ • . '\.. fW1, ENGINEERS . 173GO Brookhunt st. Sult• too f'ounloln Vallay, CA 92708 (./ ///1)//~ / I-F--r-.µ:..:..:..:.::::.:.,..:::~~6· Jl / / / / 1../J , --;~Y /, _,,.// . Rb , ~I ~ / ,, / ( f . -........ ':::, ~-·--, ---· r-~ --= Curb I~ \ \ _7 _~ 0 \ 62 • __ r-~ess R~p..,../ ~ , (0,\ "-/ • "'-_:-------:.:--~/ 1 \_ --L µ---·~ --- _,..,,-~ \QC~ RD.EASE---CON~RUCTION DETAIL8 JUN 09 m\ SCALE : , .. = 20' C-3 FOR CONSTI\UCT PIIOJIICT NO. 14191-MC >-ID 0 w (/) ~ a: 3: ci. ,>-oCD w ~8 ::,Z u<:2 ..J (/) <W (.)0 0,: I -< ::i; I-u w -, 0 0,: a.. < u I- 0 w (/) ~ a: w ~ 0 3: ci. >-CD 0 w ~ (.) NEW FORD ROAD w ::c (.) a:: w t-(/} 0 LL R/W ci 204.54 FS-EG 205.04 TC 204.37 FL 4+72.80 R/W a: 0 0) " ~ ..,. IX) + 0 ..,. a:: u w 7 e (I n II PRNATE DRNEWAY \B: OTHERS '. 32' (.) (/} I-LL --<D- 32' 2.207. - 52' er 0 l-o Lu :z: :z: 0 0 1-(/) i:5 II II II ~-' r--o I[) 0) ...: ci oo NN a:: u CD R/W a:: 0 w IX) '-: 0) I[) + N ..,. 43 NEW FORD ROAD 201.68 TC 201.01 FL Bffi "->,kal"REP'AAaJ.V, ~ .,., :.,. :.,. <D R/W "--t---+--------------------f O'T? 3 """"" •·· _R.'!'!'........: 2194: IWA ENGINEERS 17 390 Brookhunrt St.. Suite 1 00 Fountain Volley, Calif. 92708 NO. DATE REVISIONS ~OIST-+-cou __ NTY_'--;_ROUTE.:........~+--:T~O~~:::,:;,_·r'-'PRc,:"'6.l:::::tfi.=:;'cT::.:--+-~"'+==--=-1·•f-(,j, 12 ORA ~CMLENCIN~ MA ENGINEERS ... 17390 Brookhurwt St. Suite 100 Fountain Valley, CA 92708 ,ri. LDI OUIDt ~ ..,,.,.... 1 _ _.. JilD.£ldll PQI c:ocrr. -.....rt,IIL 1/7/M ,~ -,._ --- o~r1.~ .J.iiili1 l· - QCM RELEASE JUN 17 !m. FOR COr>iSTRUCTIOf'{ CONSTRUCTION DETAIL • SCALE: 1· -20' C-4 PLANS FOR THE IMPROVEMENT OF PROJECT NO Ford Road Extension And Realignment NEW FORD ROAD AT EAST CONNECTOR 14191-MC 1-..-----~IN~T~E~R_S_E~C_Tl~O_N-=-D~ET_A_IL ______ ~ eta:T ,•,o CITY OF IRVINE PUBLIC WORKS DEPARTMENT ~ a u, -~ I a: i a: • ... ·,,, .. ;~ z· . ,~,. ~ . a: ,l 'lo ~ ~a 6 ii ·i· ~, '· ..... •. ·-·-----t ...... • CONSTRUCTION NOTES: @-J~n Existing .. ®-Remove, Item As Indicated @-Sowcut @-Protect. Item As Indicated _ _ _ @-Const 4• Type 9 N; Over If' Closs 2 AB •• ~ i.: @)-:-Const Type • K Curb & Gutter Per City 9f. Newport • ·'·:·,Qi·· Beoch ·Std Dwg-N<>. SfD--182-L (Cf _Per~Plon) ~ Const Cron Gutter Per City Of Newport Beach Std , • • . 'Owg No: STD-185-L . . , · · · ~Const Accen Romp Per·Oeta!J Hereon: • ~ Re;,,ov~ And Relocotit Exist ~et ~ht • Std ~ Shown • . Const Std Foundation Per: City Of. NB Std Dwg ST0-203-L .. _, .. , Remove. Md Rl!locote Exist Pullbox~And Associated. Wlri_n9 ~ •. ,>, ' : • Per City Of NB Std Dwg sro-..204-L,Jnd, .ST0-205-L ~-~t·:_4•;:Thic:k· P<:c. stde~pm"<.\_-_: ·: : .... • .•••. •• • ,.., -' • • •• • ,·"\ .,. •• ': (./. ·.-.'( • ' • • ·~ • ~ ·: .. -:· !;', • ': :.. •'. • ·- . ·.' ... • ''! ''·,(i: •• :: s ., ~ t• -• •r . ' . . . • Level 9 •. ·ACCESS RAMP DETAIL SCALE: 11-10· 1 e II .. ,-:·:·· •• ' .. ·.-.;·,J-:-...L..-~"-:--~L.:,-....... ~-,_-..;.,.i ....... _._~-i ,y'· •?~; -~ i,,'.,-: .,, -;- • ·' • OATl·, .. ;,~,. -=,=;;;:...-., ~-;!, P'I..AM P"llrPNWO IY• fWA ENGINEERS 173110 Brookhunt st.. Sult• 100 Fountain Valley. Collf. 92708 . Van.,,, .. CA 02708 • ' 1 , /:· QCM l!ruAS( JUN 09_!39\. FOIi~ CONSTRUCTION DETAILS SCALE. : 1" == 20' C-5 ' '. Pfl()JICT HQ. . ;~ , .... --~ .. , . ' CURVJ:" •• •,AT • " :.-:. :, •' ••. • , i • -• ;·. -•. • •• • ,,, !·• !Vb O ,,A ·.-.. _.:::;.,j;• :··;. • • . · · -··· • • · · .. • ·· ' · ..... ,r' ~. ,.. ~ a ·! -~ a:: ~ I . a: --·· ---·- • i~ '·I -~ 't 't ~e ~ ::,Z ~~ :.I a !;: ;:.. R/W • 1 r .t~~·::-:~U~~-~~ -•·•. ,:~✓--~~¥f;. ' ,.,,-:, ·\•:",.~:"..~.!f,.f; ?~f•""-'\"'· 1':{•~-..-.•, ,.t.•Y.-rr ·,., 1.-..1 rs►~~--• ~,. /}t\::Ji:W[t-',f(:,;_~~-:._> ::·1:.?: ~-,,,,. '"' .. :: h,.-.:'_· . · • • ,i;;_.: :, • :··,. , ·· ·•';.~ .. --J.:. « .. l7390 Bt6okhurit st. Suft9 100. • • or~ •· .a·. •. .., ., .•• ,,·' ·.;;. fountain Valley,·· CA 9VOS· , co ,o· . . ·'• . .,_. ___________ , ____________________ ,. 0 .... --· ,.,,,,-----------------\ -- ._ .. --57 0.5% - NEW FORD ROAD R/W COYOTE CANYON ROAD 'I',{ --.----• ' . ?~'1.-llml 4{;/1Y QCtf~ JUII G9S F0R ~ CONSTRUCTION OET AILS SCALE : 1'" = 20' C-6 ~OTHO. 14191-MC • • . , TC To Join Exist· TC HP Exist TC Exist Fl .. ··;0•'· ,,.'.'<r 1,:, .-· . -... , 2-".~.: ~ ~~w ,,4-.. , '.~ '.f-_-5,,._,-_. ,J_: .6i1 .. 7,- 8· .. 9 10 11 12 Rodfuii·· ,-:~9.59'- 466.00'• ,•. 80.00"' 87.W.,. ,,.J9.89'.· cf0·3,0Q•, 4..'4,nn·• ao.oo·· .9.50' 3.00' J.oo· 350.00' '1, l>elta ·,-: • ·Tangent 'Length ''68't6'0t•,. • ·27.04'". ,,,47.53!-• • os-02•35~. -20.s2•: . .-. •. -41.02'· • 51"43'51'". 38.79' ·.72.23' C 24'0ff'~ ' .:·t-8.58' -~ 38.61'·. · ,"MT-43'31 ,. . t 10.98~· . •· 21.39'-· '12503'2 [J"; 5.77' -, 6.551'-• 14"04'4 . 53.59'· .. 106.64' Jg-21•34·. • 28;61' 54,96' 13710'06'" 24.22' ·22.74' 133"19'«-6.95' 8.98' 1s1•29•44-18.42' 8.46' 1<145'39" 32.96' 65.73' _j CON~RUCTION DETAILS ~CALE : 1• = 20' C-7 PAOJIOT lt0. 14191-MC ~ a II) ~ 1· ~ -~ a: -~ • !I:: . ;; • ci ~ ~ t ~e -~ =>3 i~ 0 ·W •·; .. ~-\;.. 0-;• ... -. ., f• --=----· 1, . ·: .... -'~· t ;_. ,. -~ ... --•. ,. ~I 'i Ii,., d. -.-.!•,· ~ ~ Sidewalk Access Rom .And Crot111 Wolk In Accordance With T-2 And NJA----- •Broom Finish For Ramp f,r~ . -~, ·-,1 __ .,,. - •,, -;-• ·•,~ :-'',,.~~,,;. -• .r •••• ~ -·,. ·--~,::·~';,. '•'-'.=-'°,ountmnVoHey, CAD27oa~ .. ,_.--· table on 1:15 Curb 1 /'• Premolded Expansion Joint Material 2'X 2'X 1/4 • Steel Plate .----Standard 3/4 • Pipe Nipple, Welded Top And Underside Of Plate. ~=--f------3/ 4-• Dia X 5'Long Galvanized Pipe, Standard Pipe Threads Top And Bottom, Extensions Threaded Both Enda And Added . In 5' lncremenla. Straight Corner -Cut-Off Radius Corner Cut-Off Flnol Grode . ,_. DETAIL A c Acc~ss • Ramp • Per· f rvin'e , Std Plan No ·202 :...o-(Modified). ·NTS 5' Sidewalk 5•1 Street Uohta By Othera -See Elaetrfcol Plans For· Locotlons See Layout Plona For Sidewalk. LocoUon 5' 1.5' ~- Street Light/Sidewalk Detail For Information Purposes Only NTS Excavation 2 t'iOIES: Maintain 5' Clearance Of HIIQVY-Equipment. Hand Compact In 2' Vertical Increments Or Altemctlve Suitable To . And Accepted By The Desfon· Enolneer. • • Hon~ 'com~t l~iUal • 5' (VerUcol) wtthtn · _10-. Horf~~tar.' Place And Hand Compact lntl~l 2' Of Fill Prior To Establishing Initial Reading. • ...._ ______ Bottom Of Cleonout ._ _____ Provide A Min 1' Thlcknesa Of • Sand/Gravel Bedding. 1. Locations 0i SetUemenl 'Plates Sholl Be Clearly Matked And Readily ViSl'ble_ (Red Flogoed) To Equipment Operators. .. .~~ -'\ .. ,. ----' ~ .. • ~l.i+m{ . t(?f" {} ·- 2. Contractor Sholl MoTntoln 10'. Horizontal Clearance For Heavy Equipment Within !>.'· ·_. (Vertical) Of Plate Bose. Fill Within Clearance ~ Sholl Be Hand Compacted T~ Project Specifications Or Compacted By Altemot,ve Means. >.ppraved By The Oe,ign Enolneer. 3. After 5' (Vertical) Of Fill 11 In Ploce, Contractor Sholl Maintain 5' Horizontal Equipment Clearance. Flll In Clearance >Teo Sholl Be Hond Compacted (Or Approved Altemotive) In Vertical Increments Not To Exceed 2 Fe4't, 4. In The Event Of Damage To Setuement Plote Or Extension Resulting From Equipment Operating Within Prescribed Clearance Area, Contractor Sholl . Slop Wotk and Immediately Notify The Design Engineer And Sholl Be Responsible For Restorino The Settlement Plates To Working Order. • . . SETTLEMENT PLATE DETAIL CONSTRUCTION .QCMRtlEAs( Jtllf IJ9 £:t £QI~ DETAILS C-8 l"RO,,llCT' NO. 4 • • 8 '° on NB'T50'59'"E 95.~' -g 0, ,..: ~ N ;1; ~- .s co Ill IO Const Porot,ollc Curb TronsitJon Per IIMNE Std Pion. No. 107 And Detail On. Sheet _C-10 (~heet 37). 4 a 0 ..... l'l ~ ~.::~· on + • II) 2· 2 0 e; .... ; -Cl) ~ BUFFALO. RANCH DRIVEWAY (Rough Crodln9 Only-See_C-1 F'or. CrodTn~ Of Drive.way) ~ : . ~ -. ,: : ~ ... . . . 3 . •; •'••· sio-e+i~:40 'ec . 65.JO' u .. ' . ~ .... -;. ~-- 66.12' Lt. . NEW FORD ROAD • Sto '7+31.45• • Sta 8+ . Sto 1 +00.00 't. Owy 13.95' Lt ,;;!S~t '-,,f...yc.,<L:4:,.-.-.,..--, End. Transition RP Median Nose · -, · 11-01• Lt._ N84~06'5~E : •• ; N69"51'3t•w • 96.71' 19-21" 101.61' NB8'59' E .12' Sto 6+86.61 EC 6.45' Lt R/W. NO. 1◄1 2 J. 4 5 6 7 Nose 3.29% C\JR~ DATA · Rodlu11 .. Delta ,. Tonoent Lenath ·,-'···:,'.I/; Y, •' •. ,.__,._,, ,;, ~·: ~·<·~.: ·. .. y 200.0<f on9•45• 12.81', .25.513'- 200.00~ 08"28'30· '·,14-.82". ·:29.58'· JS.oo·< B9"38'36•. '34.78' • • 54.76\: 1;00•~· 174'00'30· 19.11' ... .3.04'-: 30.00' 2611•53• '6.96'' 13.72' 1.00· 15515°56· 4.56'' 2.71' R/N 6 BCR S89"51'Jl9E B N88"59'4...,-E N88' -40' 40" E DIST COUNlY 12 ORA' 197.22 359.19 QCM REUAS8 JUNO 9 m\ CONSTRUCTION FOIi CQNSlRIJCil(X( SCALE : = 10 DETAILS C-9 20' PAO.ECT NO. 14191-MC Dt!ff~ .;i\ ,. ~..-; ~ t;t;,.;;,;:.:_, • ·""'-• ~ .;}1'~., • ---... -== ... 7~]~~ ·,~. ~-. '.~ lll/,NSPORTAllON . ·f·' · · •. • CORRIDOR ·,,,.. ~ .• AGENCIES f ~:f.-:. -. .. <~(,J.• .. ,-\, .o; -~i~<;;: J,. 4\-:_':,;-. ... i ~ .. 1,1 :~· !r . '¥~ ~~I',~,, ',: f -~. ·i~;.).,: ,:! ··S, .. , ,, ,• ~;i ;z;~;;: t' r'tY "'",J:"t...,},• ... • .• rf,· 1,'ff}.~ -~ Trorl8 "' ¥.,~·fua,Z~'.f.J ii,. ,'1··.=-0 j ~-!.t,~-~ ~·-t;-• .,,,, ~ itr.·lfrr~ : ~ ... 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(/) ~ N CX) 209.59 TC + 0 .,,$11 00 . ::oo 0-f :;oO ·o >(/) c~ N (0 + (JI 209.J1 T~ 0 $11 2.28'Lt • 0 960·~.Jli;f li 2s+os.oor¥ioo1tt ~~-·.:-• • fat:%' tt •OR TC . .< _rf) · ·' z·t· · ~-:;_: . ··"· :a· .... . :;:a,, o-· ;· __ ·, i,;, ' .. .. J " • • •• .. ,.1, • • .• t· . :::J;;l\ ·:Jil:: 209.25 TC 0 ~ 209.15 TC 38+82.40: 3.00'Lt /i,, .•. ~ :.a ~ ;[·: .·:_.· i~ _ Ill [nd "(rans II T j 209.06 TC End Trana i'--;-:-:•~ .:.S -. :.~~): • --::. :'8 ,~.,r"l -,_.,,,,--.,.,.----J .-.it:; ' -n ::l:,-: '., ,,,.,_ 0 .;, .. 1·~·,.. -., ' , ... ,:}.~: ,;. -Q. -0 '!~ ~~ ~ g'i '.f.Cf C. •.. 2 Q."Tl i.~l o ,. _mo .·.,,;::,' -~ . 0 )C :::0 ., ... ·•.r.,c; c:..., ;f!t 20 ~ ~~ i,r'~'t< ~-.;i,a j C, fT1 : ,.Wf:~: .11 _. -,~.;.~,-(I);.• ,03:: , ""'r o· ::, -o 1 ,,,..,;j, m :· Ill :::0 , ,i\•/ ,, .... , 3 > 0 ~ ',,:ii ,,.;.;.. 0 :, < ! ${; §:o:a -~ Q.~ t mr ·:---.~ i~ , .. ,... ~ l!: i:i,-i 1' W:r,:, -Iii ·= • · r ,~,~ .:;... ,c=s:, •• . ce ~ . ':?,.::!. ~\a;;. • - ~ :.\..--.. m . a t ~ i\\!. a ; j\·r.?'--.. t\,• •• i,ii~J~ 1 ·1; 1 p ... :-, .. :~ .. ,,,~-• 0 :}J·::.:~ - • ~--.,.~U\ .tit I !l fiiit.t ·:./. ,:-• ~ ~ T; End Trans i ~ ~ (") ~ ~ C: (/) 0 ii! ~ z ~ . -::u •• C ... (") {: !II . -{ 11 0 . z N q CJ . . -_ I . ~-· .. n ►. :-· t '• . I r -. ,.;·· :, •· -u, . , 0 ,_ .... ,,. ., ,. " • t. ,_ ' . • ·:~" . . ' I• •. • "~~ ,) :,. ', '\ ..... , ' •·~t ~ • .... :... . -~ j .~·. ~ \' '•, T( .. .. • ., . . / . ·'':/:.~ .,·?,\t!:'.' }i:'}~'.-i:-- R'::iJ· .. ' f ·;,? at-';,. f 8 ·•:,:,. ~ .t .\<,':'. f itlih _··ltJ. i \ .. ~~-.~3:.· i "'·':i tO <, :,; ,. ; iii ·:~~~·~ ·~!:N~ f \ii . ~ g· ::-~< .1'" ':~ ~~;~· }:,:;,tt.i t ;.:·-;,;: } ., .I ~; •'• .. -~~.t,~f-~-.; -~- / ... , : /J;J{; )Lf > 'i: -N • • • • Concrete Splash Pad , ,· _ Per C>J.~S Std Pl<Jf'!. 0998 • -------,_.. -- NOTE: BACKHOE TRENCH 15' Min No· Scale·· Upper Outfete Pipe '-':nd Splash P•n&-.-'"\ To Be lnstaUed. Oniy If· No Ground Wat~r Encountered.·.Otherwtse. Water Sholl Be , • PTped Down To lower ~~t. OuUet· / / .,. / . / Compacted Flll / / . / .,,,,,.. ,,,,,./. / / Outlet Pl . / ~ XH Plans 15' Min Or 1 2 Fill Slope Height, Which ve< Is -Greater H. 3' Mln SKIN Fill ON NATURAL GROUND NO SCALE Concrete Splaah Pod r ·de Per Pio :,/ . _,;,":-,_ . .,,.,.. .. -_,,,,,,,,,· • _,.,,. et Pine .,;, 1% Ml • ====r==e=!== / • (B.dtock Or \ .•. Sul!Gb~ SoU • Per CALTRANS Std Plan 099B @ Provide 4 CF /J.F (Min) Permeable Material Surrounding 4• Perforated Pipe, Wrap T-e; 15' Min - C ::i •' L ,, b Upper Outlete Pipe And'Splosh Pad To Be Installed Only If, No Ground Water Encountered. Otherwlao~-Water SJ:toU Be Piped Down To lower Outlet • ~~ ' -~ 1. Permeable Moterfol To Satisfy CALTRANS Standard Speciflcotlons. 68-1 .025, Clan 1 . In Fllter Fabric. To Extend Full length Of Butlress{SlabhlzoUon Fill With A Min. BUTTRESS/STABILIZATION FILL DETAIL (Bedrock Or \ Sultoblo Son 15' Mln _,.._ --- C :i W') - QCM RtUAs( JUN D9 m\ fo:tCONStJlUClJCU CONSTRUCTION DEfAILS C-11 2.-Perforated Pipe To Be PVC (Schedule 40) Or- Approved Ntemate. 4::C Grodien To Outlet Pipes. Provide NO SCALE Outleta O 100" Intervals {Mox)_ ..-..:·:......--...,..;-----------.;_-----,----------,r---__;_ ______ _._-,,-----:---=-:-=-::::--::::-:::::-::=:::-=:--==-==---r;;;:;~rNC;:-1 PLANS FOR THE; IMPROVEMENT OF l'AOJICT NO. 1 Ford Road Extenelon And. ReaDgnment 14191-MC .. ,-· ... -,;.· --~~ 4 ' ' ~ :; • w ... :t ~~ s . cf~ '~ ~ ~I a ~~ I ' . . . • • FORD ROAD EAST CONNECTOR WEST CONNECTOR COYOTE CANYON ROAD MAC ARTHUR • BOULEVARD LOCATION AND DESCRIPTION -NEW· FORD-ROAi> . • ·1+58 TO 61+08.98 WEST. 'CONNECTOR • 1:+37'TO 5+02 • EAST CONNECTOR 1+00 TO 4+80 EX FORD ROAD 42+08 TO 46+44 AND 58H7.53 ro· 68+75.35 COY01£ CANYON RD SHOPPING CENTER DRIVEWAY TOTAL . . . TOTAL ROMJWr-Y. ·QUANTITIES m ~--w. ._.. E,;~~· • N ·. '!··' : ~ :-- ~--. .Sr ·SF . , :u, 21f '-'41.2H 70250 70.250 39139 39139 60,022 60022 1 365 1 365 58 962: 58962 1 265 1 265 76,021 10,367 161,980 143.282 20,103 6,020 B21 7,651 947 12,990 1,771 26,002 3,915 4,458 7,300 95,03t 12,959 200,291 175,547 SUMMARY OF ROADWAY QUANTITIES . MINOR CONC_RETE .· .• .. 0 ISC CONSTRUCTION\ .-.i ~-"' C, ~-~ •'" 6 .m •. tr: .... a ... N. ., i--· . c· I . «: : , < ., •• ··: i· :-~·-. Jil.. lF. lF SF Sf ,_,, .. , ·10557 10064 64~ 504 643 • 687 4638 500 644. '6.481 2 927 852 1.345 689 300 110 520. 360 PlJ.CE . ~ DIKE 0 . C,· 1~ z ~ ~;· 0.. ~-~~-. • ►- ··:. I --~ ~ ~B ~ ~ 2!. 0 SF· SF LF· lF .. 2633 7128 7275 1.612 1 016 701 .... 2,082 499 613· 1,043 .. 92 17,691 833 6,424 154,481 45,810 52,057 MISC RON1NAY QUANTJ11ES 0:: ~ o,... ~ om ~~ ~ -~< z w :J ~-~~ 0 ~ z ~ !r ~ ::I 15 i ~ C, 0 !ii ;~ ~ :J. §! a· a-~~ :f •' . 3;· ~~ ;.... ~-a=' 3iS. 0: ~ tr:~ lF lF LF . LF EA LF 2.360 246 100 2.580 • 415 1 180 260 672 219 672 219 12 552 13 354 1,209 79.194 2 6ll 11 882 1,612 6.567 2 360 2 826 ~15 1,180 360 .l 1 e 4 64,986 REMOVAL QUANTTTlES ~ m C, tr: ~ a ::> ~ 0 i w m 3 ~ 0 ~ 0: 8 8 ~ ::> a 0 ::I :a iii· 0:: ·g ::I ~--~ ~ ~ ~ -~ ~ a a ~ ~ ~ 0: tr: LF LF Sf SF LF SF • SF 1 265 35728 1 020 940 2.885 11 MO 350 210 650 175 12 435 11 570 520 840 1 175 460 .,., ---- 460 2,000 59 733 1 020 2 110 3.725 12 815 . QCM RfLEAS( JUNO 9 m-t EOR CONStl!IJCD(lf( SUMMARY OF QUANTITIES Q-1 PLANS FOR THE IMPROVEMENT OF l'AOJl!CT NO. Ford Road Extension And Realignment 14191-MC --~:_ :·. -;/ .. ·>.,:: './<t.[·.:_-:· \~~. :.;;,;, ;-}·':~,.~ ~~-;: -s:~:: ~ ,,J-, .~-z..,:_.,t~ f't1! \~ Jt if ~it] ~Jw1;, ••\;;{ ~·-.c,s; )~; ~; ,,, -'-~,.~··,'.: -. ~ : • . ii.' .. ,~ ~1·· ·~:--: ;.!: :---: '• ~-· !, • '~ i ··>~ . ~bJ::<· --', ,' .__..._ .... _;{i ! [{~, I r-i ::~:.:.-·:~ :: . . =-=-e, .•. :;-:':-'. } _.'1'·_. • .. _·; ·YN1 ..... ~;:;.,,.:::.;:;;; ,::::::~ .. .. ,;; ....... ,, ... ,. , j/ •. ~:;~'.., 0 :· • :.-•lf· . ~ ..... l&l.,&A,., .. ~...u.--rl\ . .r . . • i': . -::. \: ,. < -::: . .A. ·:<!. -. _·· ·-. t • . . . ~ -···" . :, _• • -, > .~ r•••· ~ • : I \ ... :-,%· ~: ·::·· ~ .--. '' .... ";-• :':' ' . '•. ,: ,, : • • ~ - ~--.• :.. . -.. ~-. ~-:.. \ ..... / .,_ 2 .. IH .. ·•. J. l ~ 1 ~ .,· Refoa,nco · Pfaaa U:od City Of Newport Beach 81-142 · City· Of Newport Beach·· R-M50-S 1' , .. - City Of tf ewport Beactt-R-5Jn-s City· Of Newport Beach -· R-545+-S· Clty-ot-,ewport·~eoch PC 155-78 \ . . ~ ·.· -,• . "•.•' . •:',' ,--17JGO 8roolcfnnt'~ Suite 100 ,· ---.:::,,;:...!:;:;.;::;..,. . : ' ' • •• .• ,. ;; . rounton Volley •. CA ~roa. . . C •• •• ~-,. ,-. ,, . , . -·· -~· '• , ~-· •: ,,/_, ' ~. J.E.GEtill I I 111 I I 111 i, Pmnanoni WeU~---,~pact Ii I I I I I I I I I Tempcw-ory: w~uands ims,cict QCM~ JUII UC\ tut~ CONTOUR GRADlNG G-1 . .... . : • . . .. 1---+---t ~ II ROUTE 0CM l!t:l.tAu SCALE: 1"=-50' JUI09 2m '~~ CONTOUR GRADING G-2 l'IIOJICTNO. .. ''· • ~\~ .... _,~-, •.· . -, .. .. . . . .,. -, .. , Ko () ,_ ~ltf ,_ Gi l:1 iJi IJ/ ~ l, • ',l ,.--.::_ • ----.:.... • • , ·:'"7--~- .• ()6\ . . • ,· . '•. ; . ·-•• -~ . -E,O e_.· e .. , ··. ·•oz \\ ~:;;~~-~~=~;=:::::~-\~~~--'\.\ '-------\ '·ro.: ·,, • ,,\ . ~o~ef1' . \ •·c~\OJ_,~--_... . ~c:\u\re, ', ' ' ~----::6 l ~(~,. ~~~"\... ◊4~, ~ 69 l ROVEMENT OF PLANS FOR TH~~: And Reollgnment ----Ford Road Ext• oo to STA Jo+OO) _,_M_ P'IIOACTIIQ. • ,.., ...... ~ .. : ~ :- , • ,_,:, 1·..-:~ .. . . -~~-~ -~· ~-ft·;_ •... ~- ......._ ':;•-:, , ...... : •i-,· ..... ,: ... ) ~"!': .? , -·J;,·: .. ,~ • • ~ ·a I .m 'l; ~;·a I 0 I -«) ,., -, ~ (!) g ,_ +&J ,_ ifi l;J -~ ifi /;I lii e -~ IIJ Q '•' --- . ' .. , , ~~_:,:... ·,:· ' . :~ ..... ,')<.·, -r::::::= 78 78 :;/~:~ :·",. ~~~ .. -. ' . -~ .... ~ ,. •• ;,.;. . --. ,._ ~. ~ , ' . ,, .... -~'.' :_.'.;}''.,·:::;,,:~: ::~::::/~(:)/'" -.:., ,,·•. .-,,....v ........ 12 ORA. ,~ ~:. ~ ENC:NEER ~--. ,, .,( •. ,, -•,_ .. ..., .., .. ,. ·', ~~_ ... ........ . ~ ..... ~ ~ . 1.:, ~ LJ ' • 1.Ewtl2· 111 I I I I I I I l Permanent WeUondo Impact I I I 11111111 Temporary WeUonds Impact QCM RELtAst JUll 119 m\ FOi\ 00NStllUCTlOf( CONTOUR GRADING G-4 l'IIOJZCTNO. 14191-MC • . .. '\-; ~ .: -~Ji/ 1,...-1--·-1· ,· -';;.' ... • . I . ' • Newport Coast Drive Wet lands Mitigation Site J.EGEHll Mi'tigotioJ R/W •• \ \ ADDITIONAi-GRA,DINEf FOR .M:llANDS MlllGAllON \~ NORTii OFLBONITA RESEVOIR DAM \· !61fE~-8 \ ?~· ( { A~x2•x.3• -:-._} _~FW K[Y . End SU~dJ:f ~a u () ---.._ . .-S\Q~"P" ' . : PUiNl,PR!PMIDIY• DIST COUN'lY ROUTE 12 ORA ~~; PVIIS N'PRCNN.. DAT! · • ·, ----=-=~-\ !WA. ENCIN£ERS -17390 Brookhunt St. Suite 100 • • Fountain Vmt.y, CA 92708 JUlf 09~ roi,~ CONTOUR GRADING - G-5. rl!OJIOT NO. . ' -. ~ . ~·· ' ·v· : :; ·•: ~ ~ ~ I ~ ~ • m ~ m 't ?n ~e ! ~I 0 . ·: ·\·· .. • r+trlrTTT"m-. ·'.Permanent Wetland~ lmpoct· Temporary· WeUands Impact. 1 :. 0 (l Coyote Conyon Rd SECTION A-A HTS 12 ORA. :·., ·'::: 1.-·S\ ~;:~ ,. ,,.,: . 21· ~ r-.. I C, -- far Earthen Swale See . Detail •A• Hereon ------ DETAIL "A" NTS CONTOUR GRADING G-6 PlJ\NS FOR THE IMPROVEMENT OF' PA0.11'.Cl NO. Ford Road Extension And Realignment •. 14191-MC COYOTE CANYON ROAD (STA 4+00 TO STA 13-t:50) ~------~=---:=-=~-=-=~:-=:---tlltUT~ CITY· ·.'OF.··: JIR·VINE -"".J!JI... .:. " PUBLIC WOAKS DEPARTMENT.:~:· , · l~-4-' .. m ~: ,ro -~-.. ~a --- ·-.1·-j! --li, :"'.~. II• ( .:: 'i~:. ', ·,}-, --~ .• -·~ ·' _ ... . , ... .·:·,,·•, ..... ·LL.. . . o. ;/~--:-. . . ' ., ~ ~-~ .. ' ·_ .. i"; ,f; I·~• • • ... , .. ! • ~ • ..:. • , .... ,, ... , . .SYMaQI. ~ SP/SM-XXXX DESCRJPDON Settlement Plate/Monument With I.D. No. SP • Settlement Plate SM • Settlement Monument "-Nla,,.,.Ml:D..,. J.!.G.EHQ 111111111 ) I Permanent Wetland• lmpoct • : • • 11111 I 111 I I Temporary \Vetrands lmpoct • QCM REUAS( JUN 09 m\ FORCOHSTilUC'TION CONTOUR GRADING G-7 PLANS FOR THE IMPROVEMENT OF . Ford Road ExtenoJon ~nd Renllgnment 14191-MC 'I \ ~~ :.· .. • :...:. ~-.,✓• C • • • ~ :~ ,, ·'. ,_-:· ·:.,. .~ . . .. ~ . . 01ST COUKTY • .... "'~. ,. .. 12 · .. ORA -~ ~;_::::::::-; ---=-.,.._____""...,.""-'....,____.....r ; t7JDO 8raokhlnt St. Sult. 100 ~~--~--....--~---""-"c-.·~-~t!~~~i~~ij~~~ :-,~~~~~s~~~~ ~~~.-::s::;-f'ountc1n·vorr.y, __ C\_92708 ,,, . . ' . J~o1~ • -\i~~ ' :::: ... L..----------------------1 ~ ... - SHEET 43 OF ISi 1 ....,.,__rt• Ex1at1n'9 Bonito Re~lr • W~nd~-. - \.·• .. •-.' ... QCM Rt1.tAs,: JUI D9 el\ FOil~ . ,,, . •.,1, CONTOUR GRADING G-8 .. _.,,. 14191-MC .... -~ ,• -..... r\"•·••t• ~~ ...... ' :~: .,, • . ) . .,. '. • ■ .. • ,; ': .. ,_. -, ..... ~ .... i. :-·-.>:: ·-. . . . . , ~~,.,: . ..,·• :, ':..·, : •_...;; . "". > • .. ~·· ,·. ... .,. '\ 1 • .-; • ...... -._. ... , t "'-J . / / .,.,, / "-, o;· ,,./ ._, ',;Y / ,..,, ,--,,,. /_,,. , ~ ¼, olJ. Sheet or lnt•rsK mproveme -- 12 ORA k~ \ ' C) \\ ,,1 Cl " \ \ h~ ~~-\ ., \ :\~ C) ,, \ -;, • J \1 I \\ I I I tv,,..._ n.....,,.. ··-: ,..·'i-• " , 1 ..... ,. ,.· 1( ,·t1 .... :\. ~-~---: ~ ,. <.' . =~ . d),;;;,;\~ , ~j'_::-\· o .. , .. PLANS FOR THE IMPROVEMENT OF Ford Road Extenalon And. Reallgnmcnt -· .d) ... : i,_• ~· .. _·'.~ ·t:i w ··:C ~-'. , ....... Pfl04CTIG,, 14191i-MC ,,, .. ~, ..... ~;_:_r~·~ ,_II ll ' ,_ \· J ---;:.·:-t· ~:~~~-:-{_ :. :.,-... .. ? :,t• t ~ ~ ts°' . !!s I,.;; '~ ~a i! ., I ~ 2 ~ --1 .., -5 12 ORA '' '.' j}JjJJ.. CONTOUR GRADING G~10' .~ ·a ! a:. • ~ ~- '~ ~a ii • ·' •. a 1. I ··2 ~ © a 0 0 ,-r (!) L. ·::, d)· _g . C __ o o.O <O G> v·~-.... QJ Q) .c. (/) 0 0 + v N .o .... (/) (P C ::J . .. ·•',~ ·~ .. ::· _-:.: ,' ..! .. ~ ,, -:, :t':• : .,. :.~ ,! ~; ._.~·:/ :;._~.. -;~\ : ·• a!fJ . DE,.'Sf BRUSH "' ¥ '• ···t ,..._,. • .-•• -:r•-· • .:.-, f-.:!:=.i:.~::::i:.-\~\\ { ~:-.. ,,; ·>~ J, .. • .. _ ... ~·~:r~1:; .. ;_~-.= .. •· ... •r,.. : • ., ~ ... • :,_ • '. ,~-'. " ,. ·-._., .. -~f'I.NCS,::.::;.,:;~~::;:=·~:.:;:,.;..... .... _~\ · • •.'; • ::·;'// • -~.~ri:t~/~/;:::.::r.; 17390 Broolchunt,~ Sub. JCJO:"~t fountain Volley, ~ 027~ -: ~--• ·, . . ., :. . . ,_.; • ,30 • ~ -~ ., •. . ' 4,- o.: __ , PLANS FOR THE IMPROVEMENT OF Ford Road Extenalon And· RooDgnment 14191-MC X . ' ·1 ~ ·.~ ··:. . -a., ~ ·rn, _·_·•.-~r -~--~i~~~:=::S-.:::-:::..-.... -""!":::::::---:1 •• __ , -· l,oi- §rf'. ''.\ ••• • V • • ~~ .·ii' : , : • w •• ·• ',: . . ... -. . .. ,. , f·:' \ ,~-·f_:.~-.::-:-·-, •• j ti J~~: --~~ .. :---t:.-.~r-. it\ k (~ f'·,~---~· _:_-;\ \ :;_"' ' .- .;; ·-, ~· • -!;-.. ~-. -•, ~-. ··,. -. '• ····.:. :··: • -· -... .,. ~ .' ,: ... , .;; ,-' -'\ -. . .,_ 'i. ~ -~- • ~ t. ' .-· • c• ~- .. • ' _ ... :--.: ,r ...• • • \\ . .:_ I. l' + 01ST -, ;,(, :,12 r~t:r ~-~ :~;?:}'::~~~};?~liirII1t.~~~!~~~ \,:: ... ~::::::::::::.:~t~II ! • • -r' •• ·.,· • ·,rJ, • t.'/A ~~>a,•>,~•,,,-~,:,.f',...-• ~..:::.:.~ ~j ~-~ • , •: > • · • • -· <-·•, .17J90. e,~ktn,rir stt!k,ft~i-100 :: •'· ---.:::~:;;;:::;~ · '' / I • ,.-·" : •' : -f"ountm"Voit.u· ·,c,.: 02705"· •. • -... ... -· .,.; ··,, '..I • { . . . -1• ' --· . . -·--•, ,,_. •• •, ,-1 ;-; -:.~,- • c,gt . ,.__ ..• ,, d) Li.. ,...._ 0 ll\ 8 :::c (/} QCM l!O.WI Ju1 urm Ft:\~ SCAL£: 1·-w DRAINAGE PLAN D-1 .- ;: .· .. fflOl:t1TNQ, II ~ .... ( . ,· .. 9·05, 0 tt. /; i .. , .. :... ~.: '· . ,:,.,: ',";-J,., I ' f .• <,; •· .. ·1·· ;;,~: ·:: " ' ' . ·c;:: 0. .. _. .· _:, \:111-,.1,---1 :~· ~ ... :-.. ;,, ., ·"''1 • , ' , ~ -=_:; •.... -~· .... .., '/-?: :::·· ":. ~· .;~~;:--:.:~ .. ~---~:~~- :. ·,_:i•t~ ~· •.• ; , ,._...,,.,._IT, MA ENGINEERS ---= CABLE TV i ,1 •. --• -----~ -----· 1 • II II 4 3 DAA'#N •Y• PA 2 1 -,)■Y, MBM • ' QCU ll:IUAs£ ,~ ·, ._-:,~:·.:-..ul ·a is~~,. o,,t .,,r.111.: ... -:,Rlf\~ J:1'. t I -:'.Jl_._;..,, .•=cc, ·:...c.·-•... ., "'';'f>i'.AA'§_ fOR,i-THE· ·1MPROVEMENT::·OF . Ford Road Extension And· ReaUgnment PROJECT HO. 14191-MC IWA ENGINEERS NEW FORD ROAD (STA 35+00 TO STA 49+00) .Jl.~4 17390 Brookhunst St., Suite 100 L----------------------1 81Ul'--- Jn.± Fountain Valley, Calif. 92708 CIT y. , 0 f I RV IN E NO. DATE REv1s10Ns ~-■Y· ..l1___ 1l!54 ·-'· PtJBi.1c' WORKS DEPARTMENT· • ·:· • '. ·-------------------~~~~~~~:'.:_ _________ _jl..!?!!:!~c!!'.:..:~~=1=~~:.I..----------------L---'."'.".. ,-__ .:.;~.7,,~-.:_.,:,._:, ~:,.,.::: .. ~,-.;._~,.,_~,.~.--~·; "~, .. ~,..,: .. ~1~-~' _.:_ ,:;:,::"~~-~-;.;-;.;.~---~~~-~-~-:-•. :"',:".,"';,:"'_,~.-':'~".'._~--:"'-~-,'.".:,'.'.'.: .. -:---~--::'.,-~. ' -U>--.t-:--I t.,.;o 0 cl\ • Ii\ E ~-- QCMR!UAS( JUNO 9199\ EOlt ~ DRAINAGE PLAN D-5 • l'ffO.IICT NO. 1419J-MC ,,· .. . : ~--,; -.'. .. . Jtfi,:-·, .. ? ... jJt .. ·, .... _ .. ~~ .,-·r.-.. t-:,!.._.'; r· : .:/-:i.·.:.::: -·:::.-_ - , .. . ..:: ~ .. . • . ·~ .• : -~ :. ·,.-•·. ~L(1.\r:: ':):: }{x\'' ):tjf:i: .~·\~ • ',--•:'.~·} ~ .... -·· . .. ~ . l't-lt £l ·sn1:1J.. ' I' I 0 w WW z :i: :::J (/) .:,,>• .; .;. ,:· .;"__:. ~ ' .. : ;,;-z-. ·: '.•N~ NO D~NAGE' .~.:\:,, •. ONTHIS o,AA_~ /: • :.:. .. __ ~ ()CM REUASQ Ju11 as m, FOR~, DRAINAGE • PLAN D-6 ~ I· I ~-~ • :::lE aJ -~ ::I '-!:i -~ ~e -~ ii -~ • ~ ~. }.. • _, : •• :.. _.. -_ • •• • _ .: .. ~-=-1 • Fountain Volley~ CA 92708, -~ ',~ ~ !.3::_, ~ ~ _-:::,.. --,._, '\ QCM RELL\SI: JUN OS~ '°"~ DRAINAGE PLAN D-7 ,noJIGf NCl 14191-Mc· 1· . I .tf } ·: I -. , ..,.. -~I 1,)> . ~ • 1r<ANSPORTATION , CORRIDOR ' AGENCIES TCA PROJECT MAf~ -.:'.R . .: • • , CAL:ESCGUN,.. REVISED:. B'l' \ ''., ,. i . i :~i.:;.. ;.'f~~c . . .. ~*~ffe ~ • • •• ,, D I c. -rt.»<' ~ G FOSTER '• \-.,•,:,;~ .. ' ... , . . . . ........... !_,•_•,. !. ...., ST Sta 1 6+05.50 '., , re ... 165.15,, A.•16-4Aa ,·,' . 'sr Sta. -~~~10.50 re-~ 165. 15, • fLa 164.32 ST Sta 16+22.50 TC• 165. 15, A.• 1 64.32 ST Sta 16+27.50 . TC.,; 165.15, A.• 164.48 •1 I , ~ .,CB # 5 ST Sta 25+89.:S:5° • L • 14', H .• 9' ST Sta 40+78.01. • TC• 205.35, FL•2~4.68 ,, ST Sta_ 40+83.0-1 t CB# 3 ST Sta 16+16.50 L = 10', H .. 9' ST Sta 25+ 76.33 -ECR TC• 189.46, FLa188.79 ST Sta 25+·81.33 TC• 189.64, A.•188.81 ST Sta 25+97.33 TC• 190.21, FL:s189.38 ST Sta 26+02.33 re-190.38, FL•189.71 • • :(/ •. ,,",';.;~ -CHECK , . , ·DATE·.,...,_v, .. EO.,. ·: ~~ ;-.~~~ .... •: ',\ '•! I .Jj, •,. ~ , ' •' •, ,-. ~ "-~ ··r;.,.:. .... : • ,J. .:JjJ ::-~ :{t;.,· .~-.. ,.',{ ·.; •. ::•( ._d.· ,;;,. , )·\·. . .::;,:t~tf f '~ :[(, _:_ .·i \: :i-t]i] ST Sta 9+81.56;•. ::, -._,.,, .. "· .r,. • 1•-~•., • •. ,, .. -,:.··· CB I ,1 ·-~.A;;., ,• •' I • 1;•1r1,• ·••:; ~•,:,;~._ ~• \;~•;.«* TC•. _177:39, A.~1}6.'.?~.·;. __ ·, J::1 .• :; JJ.:\ _:,: ;_';;-'· ST··sta· 9+65:3~1 • ,r,~--•. • 'f•;:.:~ :·r·.;:r,~·.t!.i~. '•lj :1';, .. ·z~<·.~' 1·-• L -. .:•14'4, H·~~~*;,ts•· ST Sta 9+8656··"-···• ·•·.,·.: .. •1 '1 1 ·'",,, · • • ,., --,·.· .' '~•4;/': ..:::.:....==--=-==•=;._·-~---· .. • -!". '.· ;:,L;. \.~~T. :.. -·~ r >L ; ' , ~-. • ~t7~r.:··;~~~5'tL rc7/~'.~_3 • ~J~}.ft~;i .. ·:::t-~1 , ;i,i/~;~ it:1~4\i~ .. :;~: :.:f:~~r:lt\ : '. -( •• • ,,-'. ;_,t'.<)::?(•, :'~~ :''., f ·, '::-::·,. a • •• , ,.: ·.:·;:~~t~t14~··._ TSTC ~1ta761703+0FL2.~~, 7-.".5 •• _9.,.0..,t :·, ~ :· ,: I;')! If1:}~ ~. ,;{t\.~. -!: , ~-\~ ... ·r \. ti, J ;11 i ;!.'. • • • £, • it ' • i; ·• • ,, 1'J 4 , ' ,,. 'J• • • -~ • ·1.,._1 •1l .. ir. ,"i'\,, ·~~· ,', _;t,, .t ... .....,.;,.•:/'r,'l'{· J~l~l;)·,.~)"~ •-1··~-1~· ~ i,··~1:··•:~ •• --·l; ...... :6-'"'·:.',\;.•, .~_;"1;"'.~ • -:~;·;:~: ·~·: ,,_.'f~ti_?'i~:'•;.r;_;:,:i-}, i ~!/ ·r:'::'1 ~. • ,:t ')(· ·/·· :t ~'/!/ : .. ;•·jth . .t!·~J·): ST Sta·110+07.56',q~\-,J;,· 't:,1,, : .. 1·' ·, 1~-;.: , 1'i s-11 ·: ;::;·,1;: ':-. t.i:[1f, •i: '··' •. rr.<H1t·· ·,!,:: · ':,,,.,~:-5•:·· ! •. ,: .,' •• • '.?iJ··f, TC••-176.57, A.•175.90;i,lil/./ .jl tp<r~~~ ·'. .; . ···:•,t• ... ; • : : . ' ··_-,'": ,..;~R'~ ,:,:. ~ • •• :. ·.-:::>fl\.-~ ·fit( n·:_ .. J. : · .... _·!.··/.:~fdt· ' ,,,'\':,, • '.1fi'f! ··1';,; .-}., .; . :j··;;r.12,· ·, .:-,. {~•~., ' 1iil l•:,. •),:). ·: ~ .. ,· ·.., ~ {':7.-l"~t' • •,, <,\';' . ~ i1 {,.i .. ~ .. ,,: .. ~';Fu .. t CB# 4.:.~::•'i ··1.. • ·:, •• ··:q,i ·• :i 'f f:: i.! : l~,: ' • ·'-::· ST Sta~ 16+1'5 so· . . .. ., .. • 1,<.-.. ;1:: ·lit!\:. t rr-.-• .. • • 1·"~.. • • .:~ ~. ~) • .:.:; \~~;, ,. ::--· :1 I~ ~~ii: .. \!· .. ~·',· ...... ( ,.L -10', H ~-~~~: ST Sta 25+53.33 .-BCR • ''-. • :·. · ·; 1:lt'.: J{;·•1• ·,. • ·.f •. : J. _;.;_ __ _;;,...;_ ___ _; ______ ,,_, ,',, ',.. , ~ji,I,. 1i,,\.,•\, , ,, . ~ ,j •~ ·TC• -188.,27; F.l•187.60: t• ., 'j;,::~· <JJ-~ • • ' ·:.,.. -;~, \ · • \-.-.. ~l ~t'.t .:: •• ~t!t:.. • .. ));;_ ST Sta 25+58 33 ·: • • ·::.-.f:i,-. :k: · <,.;f· ;,.;·::) ., -=--='--'=--=-·-----!"'. -..:.... 'l,t, :;;~ ·,:. ; ,, ,,:l•~,.~·!•-,::.;.:~!Jt· re-188.45, A.•187.62 :.: • '·, l,i. <~ ·: CB , .. 5 '· . ,;: • • ;;,)~~kr,' .. ; .:., • • • )\:. ,:· • ·ST·sta 25+66.33 • ... ; -'· :::::ut:·.,,:.:? ' r• I • ' ' 5• ~·, , ,. ::.;q:_:,'._;;.:\~ ST St 25+74 33 ,. ,' ' .. ;L .• 1-4 • ,H • ·.,'tt';·,:;--::. 0 • . . -·.:; --~. ' • '·; . ' .J. •.. .::~i!'::: / TC• 189.02, FL•1~8.19; , . '.-'. : ' ½?:,,f~'' ' •::: ~ I;:•••• • -•, •r.T:':\:. • ST Sta 25+79.33 . 1 , • , .. " ' • .-.:-;, 1 • _;;_;,_;;..:.;;_,;;,;;..;..;..;,~..;..---J..:, :':-•.·• '-!.:!: I;' ··:,I· TCm ~89,20, ,A.a188'.53>. • '.. , ::j•\·· .. ' ,,,! ... ,.:. '1 -1.!"1 ... "\ ·, , 11 1 -\ •• N, ,:• ,.· ,;'' 7: '::,.·: · : ~ CB f 7° . .',.· ~ t-111> Ito I• t01 t~ ,..,, • TC• 205.24, A.•204.41 t CB# 9 ST Ste 40+89,01 . . ·-~;· : -:, , . , : n '.~~ 1. • •I~,.,._ •• ,. ; • • • :• • ., ... , .. , . .:-~·;;. • ./t" , ·;·. ST Sto.2+25.98 • • • :;.. .. "i • • • L -3 5' H • 7~ ~ :D ~ en 6 z en. i ii ' I 1; I ! It, II~~ ~,~,~ !~1.-.'"I~.: -... ?g S' I;' s-8 ~ ~ f ~ ~ i 9 • z i;> 1/) fT1 S; r-g • 1/) V) II)!:.. N,.. .... 0 a_ a, 8 n i I • -:< •. :· ·_,;' -~;::/'/'.-. ST Sta 40+95.01 • ' TC= 205.05, . fla:204.22 . ;~{,?_'./;'_,_·:.,)/ .. ST· Sta· 41+00.01-ECR TC• 204.96, Fl•204.29 •' •. ~;· • ,1: • ' . ·_ -~ . ; ' • .-,'! ST Sta 4+46.97 rc-·.201.'43,. Fl•200.76 .. ,·,: ST' Sta 4+41.97 TC• 201.42, FL•200.59 ST Sta 4+36.47 TC• 201.42. FL~200.59 ST. stci H3L47 TC•. 201.'43, FL•200.76 ~ CB f 15 ST Sta 56+39.82 L • 7', H • 8' ST Sta 63+21.68 'Tl ~ . ii'-• TC•· 181.06, FL•180.39 L .,. 10', H .. 7.5' I.•.;, •' ,,l.'' !~ ,,-/JJ: r d;' •,• !1 t • f ,, /-.t>(;\ ST ·Sta' 1+ 75,94 -. BCR•;''i .• :', ~f,, , ( _ ·.-.. .. · · TC• 1.°'7,34, A.•176;6?, ~-·, >!t t~ ~ • .c. {it~::. • z::: :_ ... ):\ii'.' .; ,:!\(: ... !;{.: : ~ CB f 12 ST Sta 4+39,22 L • 3.5', H • 7.5' ST Sta 56+30.32 TC• 165.07, FL• 164.40 ST Sta 56+35.32 TC• 165.08, A.•164.25 ST Sta 56+44.32 TC= 165.11, A.a: 1 64.28 ST Sta 56+49.32 TCm 165.14, FL• 164.47 t CB# 14 ST Sta 50+ 16.52 L • 14', H • 1 0' ST St,. ·'1+80 9~, . '. ' ... •l · ., " -·; ~r,· '• ""' • ,., ' .~ ti',,·\~~-:-" -'::O'i.r.' TC• 1?.7,34, A.~1.76.,5\:·.'r,:; ~,\~, .... -• •: ' '. ~ ;5·,,·· ~;:.:r,:,:~.~ !1 f'.~~}l' .J' ST Sta 1+89.94 ~:-; : ··.'·,',;··· .· '.1(•;:· ·' ., ~-,ca I B ST•Sta 1+85.44 . L. • 7', H • 8' ••. ' I .•• ::-: ! ' • • . . sr.· S·. . .. . -. -... TC• 177.3!, A.•1'~6.S:4~v·,/ .• • ft. . •j.. . STSta1+94.94 ···•,:'._ • , ' ,··-'· /.TC~.20--~~---•--· TCm 177.40, A.~176,73 -.. , •I :.t CB#11 •• • ST Sta 4+22.80 · .,, '1.' t CB# 10 • ST Sta 40+73.07 L • 10', H • 9' ST Sta 4+30.55 re ... 2oz,01,. FL-201.40 : ! ·L • 3.5', H '' S'!' Ste 4+25.55 • 7.5' --·-- ST Sta 50+03.52 TC• 174.06; A.-173.39 TC• 202.04, FL•201.21 ST Sta 4+20.05 TC• 202.03, FL•201.20 ST Sta 4+15.05 TC= 202.05, A.•201.38 .. , ! !: ) ~ ST Sta 50+36.33 re-173.21, A.•172.54} ST Sta 50+41.33 • ''. . TC• 173.05, Fl•172.22 .. , ST Sta 50+08.52 • ·' • •. • • • • . , : ;.,r .,;· · T~~-}~J.88, -FL~~73.0f ST Sta 50+5~~33 , .~:~:; ' • ,.. '1·· " t (: ,. • • ... • TC• 172.54, FL-171.7 , ··: ST· Sta 50+24.52: • •. ·' • • · !i.',.'.r, : ' . TC• 173.34, A.a-172.51 ... ST Sta 50+62.33 ,, .. ··:...~·-;: f.t, • ii. siJ . ,.~~}~' ,:\ff{:; •',' ,,, ..... 1,~ ''C' •'' ST .. sto. TC• ·205; . .., ,. .,.\ .. ~ ',,:·•;;i:Jt'::• ST. ·'stJ·~ ,·$ rc-· 20s:o <Ji}F .:·:,jf , ,_, ,.~~~.,. ',• i', • ~\'i. : •. --:l. :,;j' :):}f . ' ,, ... • !' ~·· -0 -t ~< Q. • 8 C: ·1 5 :o~ a.:.~ ~ [.~:ii I ST Sta 63+26.68 : ,:\•-;. :',,: • ;rniii;,,: ,,f .i TC• p2.39,. A.•171.7:-.;;• , _ , ST Sta 50+29.52;:'I: ! .,.,.· ,' • , · • . ·,r-.1 :'.' . 1°1 :·, TC• 181•29• A.=180,4S t CB # 19 '.·· TC 173 22 A. 17 55 .... · • , • • . ,t\. f. ·t· .•,-" ,_:. 011:. r-0 ~o £-n 0 fT1 -0 :::a fT1 (f) 0 (f) !B 0 >-z ~:a 0 ~< ~ ~~ G; m ~ m I I ~ mo .i . )C :;o • , : • ·, •,.~,,. • • ,#•1•1 •: ••.:',;_.'t-,· .. ,· lt~ ~ . ,,· .·~•~1•;i,.'.,, .,,, • ._..- ', • , ST Sta 63+34.68 Ji:•/.·.;~-.;, .. ,•d-1!:1} 1.J;r;_:;/', .. J?fi •. · · • ' ~'-'t,\-;:i1 :·],f · .. '.'.!'lj""' ST Sta 63+42.68 L • 14', H •.8.5' '' ,. ''£,:;·:"·1;,iti;·, 'i, ·.: ,, .· ·: --!j.;r1.1:J1::-· ·1 ,;:;, ,---------:--:--::----H" v 1'• •• " I-~~ r-,,~t$;.:: {1 ,t, ~ 1 ,., J,~Ji ~:,%:~ :! ~~ ::s fT1 2!.,: Ole; ::s ·-o > :;o a~ :o~ (1) ~ !!?. -o rg "'l 3 (1) ::s - ! ! 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A.•1.~SS.-¼ ~ • '~ ,1,,,1},,J ',, ,, ,; • ,~, '/'' •~', '• I, •~.., 'r •. ,• •'\i,'Lt,-.._•t:,: •~."'J·.· /~~,..~~.'",·, •· t ; {•\ /·. • •.~v:• .~ • r ·::', './1 :, • ,~~'?'tt i;'l·• • ',~ .. :~ ... ~};~/.;.,'.~,I t ~; .. ._ ,• -I;,••'',•: ;.:-l ••~1;~"'J-~:1t-~~(\ )> ST Sta 55+57.25 . " \':;,<_'(~:: : : !;ii ·.!,;:°_.~··, . ·,:/ ST Ste .55+09,69-:;.:1·H·':u, TC• 164.75, A.a164.08 -~:. ·, ·v:.·,.'.' it:_,,,,.. ;ill: ' ff,,,,;;::;~-k-'.·;rc-· 164.67,•\,FL•1&+.oo,-nl: :--~· : • ·.-·:.;~•~\;:'\ •-;·• Li: 1Et~~:1;~:-:.:: J\\~,:·t· ~ • •·• .. ~·;'-,:1, .. f-....... ,~ .. ~·H"r~-. ~ : ... ·:.-.:~;. ~; \~:t.,-~:~~:-·;\~ .. :.~ ~llf H '~-., •·{ ... , .-, . .• :;,~~{/ J.••,.'f:.~':-"-r, ... • .)J,..,.. • '1:•t 'TI 'TI • •' 1----11--f !l:i ~::i ' .,.·:•-•.1 .,__,....., ...... ~~ti·/· ~,:· •• I t :-,..~,. ';~ .· ,;~ ,,,!,.4~ ~-;:, .... ,_" ... , ---1 ·; -~-.:.-~ .... ,; .• ::.. •. ~::~, ... •• ~.;•·.·,. 7 -·~-:- - ,, . , . --<> :--: ...... ·· ~ ':, '•;. , , . 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'-. • •• '\' •• ' • . • \ \ ·.~ ·--~ 187_ 'QCMRtWsQ )UNOISS\ • fQft ~ ·;-, ~-..... •v ~ ~ : ... ~ -;-~ H ~ ~ t==~=• =•••=• •=·••:,~:~r=••=• ::J:.'•=~••;=:•~=•=••::::~:=• :::·~I\.- DRAINAGE PLAN.' .. :. . 0-10, • : ':; .,::>-•. ~";0- • ) -..f:.·.... r-~~~-r· \-..,, \"' . ./,:. ~;~ -,,....., r ,.., ~if}?· -t, ~: a -~ ·;;· g . ,' Q) •. OI 0 . C: . -· .. ,_. ··o ,·. ~ ~ )--::~p . :-,,~ Q) t=-=::,e:=-==-;t:::.=-==r:-::fr="'i:::1:::::=::;t::t:=~;=:.==:-=;t::-::~~l===::t:t==::==t==r.:=:::::~===l=::t====-:r!:~==tc=:.. :/ r.• ?:;·.:~'. .>'·:F::~;I'~---'.-..... __,_,..._ ___ _,,_ .':.,:\; ,/. . ' :,1,i· 0. "lo',._.~: .'P •~,';-"'. •(•o, 0 BRUSH ... ~_.; ~,.; ' ... :· ({!tt, _ ....... '_~:J :;_:~ ,,~ 't; ,. . ·'.'-.. ,.. • -· #Mi:; }f !~{:'.I:t~0 ; ·-:;::~; -.. ±..~. -•. ~. . ;-{ ........ : .: 01ST COUNlY .• . . • . ~=w·•.~ .. ~ .. ---•.1-"'-t-t·~--Ut-t-t--t-t"':"f• ...,..·r~··4--1~ ~---~· ' .& • ~ :,.~ ........... •+t••··~ .I. ·.!i?-~--1-... ;.J.....,._t~~ 0 fu w (/) 0 ~ w a: - (/) w ~ ~ - a:: 0 - w...-;:; ~.g:_ .....__ ON N - :::!: ID ~ :::!: ci'fu >-w m ~8 0 w ::>z :>£ o2 0 ..JIil w -CW ::c 00 0 0:: w ~ .::.: .:.. ~ ~ 2 ~ ti (/) 0 w La. 6 ci a:: 0.. ~ CITY OF IRVINE OF NO. DATE REVISIONS CMCl<Blrl'• JY PUBLIC WORKS DEPARTMENT • 'i-~ .\. -~·. I ,"I•°". -\It'~ -180 §'~ ! '~ . -~ t70 J{~ :~, ' •• ;· •-; ,.• A,• ,., ......... ,_ I o. I--- • 180 : --- ~.l_t;" l--= -:I: : .. ·-I• ~ D!t . ...,.oe. -0, I .. ' c--l'r•' '! I~ IL• iO IT -,~ .... . II) . -, ..... _,. ~, Ir w s; _! ~-- ':.r:~- ., t; w 6 0: D. ~ ~ .. i~:.:,.\ • ,-~, ·- Z ... . J " I f 11 :j;• \ ·n;,. ... .. ,J..1-d..-n . . -t,'; 1-*._,_'~ It' Ir. , it• 1-n nu,~ '• tl1otJ. • t1-~ . &i m~ ~ '°' I~ J~•li ri:.':ii !tl'IE e;;1 Q43l 1,~ ·;.:> ~ I' .. . ..,, H "!Iii ;,, -.............. ➔ ,++ -+ H--rt.;., .... ,ol't -~1~~ 210 '""ti • -,, t--+--!-r •~ {!?~r, I+. ---llif.!HG•l n H l +-I ,.,~~···ts~•+~ 200 -~ ,_,~ I~ h •i-~t"t. t --~~ .. -+" 't-+ .. -. . . ' -~ ;; i. 190 ,_ - .. ~ .. "1 . ~ t-,1 . 0 " ~~~ -~ :, ,,... ... +t-t ,;:: :,;;,, ,~ ~ -t -+ I -1-f-! rt-+ 'i ,. 7 IS II ,4 3 2 1 NO. DATE Ll . 1 -. . 1 . .. T' ll :! ~tr ~ ~ ,1 .. ·1u1-'-"" • .. :::,J '] r.r.-4 ,r. ' ~ -.... T' ::.1 I-~ ; .. , ,l -ii;! .. ... '" Iott ··~ ... ; 01 •vu '10 15!;!1 C' !i;:;;; IJ~ ~\Z 1 §., ~N' ~; i21 fag 'tc 8 I ~VI~ i~ .. .~,µ ~ i' ~ l't, . I j ... ~~-•· -~ ai~ ... .. "' fs . , .. ,;:.a -~ . ,.;j: ' ~ &. --• .: J; 11· tl ~ ~t .. ... . I< Id • . I ·i ~ t l -' ; ~ ,i ,-•!_ -1-m:n + . :t ' I l 0 :1 ' ~1µ • T t ~ J :.pLA.Ns· FOR THE IMPROVEMENT··OF -~------- Ford Road Extension And Realignment - DRAIN LINES •e:-, •E-1•. •t-2'", •E-3'" AND •E-4• I~~~ :::' ~g;.i I¼~~~~\ , .... _,¢,)!~~( -~t }i',~fq.t .:3, f:?J)•\ :i ~.._L ~ •• -,·110 ...1filL. - 140 .. ' ' -: :·i'f!OJE<? ~ 1-1-191-MC ,·.,, .. _. • .-·' :•,·. ~. -... ·~.:;"' .:,::-r:- ~ ~--~e :t· :,Z gl . 0 .,. •. ' <~ ,. !'.·- - ~ ." .. ~ ,.,~• t• ~ :,, ., ~-·,.".;;- •,:: ·'· --• '160 _;/>; ~ i----- .!' ;= "' . ., ' • , 1 e:~. ·-· • ,. 11\1 l ... , ~, :l, ~--.. ~ 4 ,. "" IA, ;, ,a ;tJO •~ . :, ., Ufi \ s ,I\ ... .... ., ... • '•' },. ; .. = ... ~· •.:~. .,-.... : .. ··:200 ;. ~. :· 'lt~.,.: 190 • '.::.-.~: ~ • : • f{ ; ~ ~·.; f. ~. ·, . ~ "'°"CT lt0. • 14191-Mc ... -.... --~ .1{:f '~~ti·~ ~-1 r1·· • :r.,· /~t;A: -.1~-'J'.'l-!,.,. j •• • t-· ' ....... ·;t?;s; ·M ~-~, ri:~F· 11 ·.}ti . , .. t I li .. , ,,; I _, ,, ; -~•.:'";J~: f 1'11 Kl -., .... _.. .... -..{ ( •• : '.:-~. • ··: :J~ ' ~: _: :-~ .. ;• The Outlets As ,Req'd • • '</-· ··... •,. . ':,·;~_. . ' -~:' ' '·•. ,_-:. , -, :'..;, ·' '2·'.·; ·-, •• ' •' . · .. 1 . • CONCRETE .INTERCEPTOR DRAIN N.T.S. 2' 2' '· -' fJ ··fJora ,18" oc--- 2'. Cutoff wan At. The Outlets As ~•d '1 • ' ~' • T .. ....,. ype D ~ 3 #~-Bars .l;bnq._ Oowndrain • VCR SECTION ±H (SEE TABtE) DETAIL 1 1.5' . ' . t.5' : ' , . . •• NTS .; . • · ... -, DETAlt. 2 •? /o~.:r:.,_SECTION .'A/-A • !'• ··., ... PL . 1/2 X 360' (GAt.VANIZE AFTER • .-·3/rf ttx4•· J-BOC ....... --.u..-i . OR EQUIVALENT AT . • ... .. . .. • ·.DEfAIL 2 HIGH STRENG'TH NON-SHRINK CROUT lYPE • 8" DITCH NTS Interceptor And· Terrote Drain Notes . , \.,VVAII nvv•~ 1, Concnite Sholl HCJVe A Minimum Ultlmote Compressive Strength O 28 . Days Of 2500 P.S.I. Concrete May Be Pneumotlcolly Placed And Sholl Conform To Section 2621 'Of The Uniform Building Code . . .: . 2. Reln~orclng Sho!I Be 6"x6"-w1.4xw1,4 Welded Wire Mesh (W_.W.M.).Or Approved ~quol. ;5., Ground Shall 8e Pro-wetted To Tho. Satlsfocllon Of Tho Bulldl,,g· Offk:lol Or Enginee; . Prior .To Placement Of Concrete. Moisture Loss. Retardant Sholl:':819 Used When Reqt11red \. %~!t:~~'-"&;~;i~1 :oci"8~!~r-·(S~l~sh). Wan ·r~ ~;, :~ ... ~iet;d ,Wh~,; ~n Oral~ . Terminates O Terrace Drain. See Pion For Location And Details. • • : . ~ . . ' . , . ' RC.P VELOciTY CONTROL RING GENERAL NOTES 1. • • DRAINAGE NOTCH Of' THE Rep: VEtOCllY COt-lTROL RING SECTION SHALL BE PLACED ON THE, PIPE INVERT AND CENTERED ON THE PIPE _CENTERLINE. _, ' ,. ,·: 2. THE. LOCATION AND SPACING Or THE VELOCITY.CONTROL RINGS ARE SHOWN ON THE PROJECT _ .. ,,, Pt.ANS.· , • 3. PRE:CAST CONCRETE: PIPE. ENERC'f; DISSIPATORS SHALL, BE M>MJFACTIJRED PER SECTION 65 • OF-CAI.TRANS STANDAAD SPECIFICATIONS. REINFORCING•. STEEL CAGES Sl-W.L BE THE SAME. • .-.,.· ..• , ·----;. "·, AS'THAT 01" THE ADJACENT PIPE EXC~ lHAT AN ADDmot~Al.."CAGE ~ BE ADDEO. ' ••.• _ ..• _ --~-::··_' _·::\:~':\\·.-/•~~,-~.C,S -~ ~OT ._HAVE:~·:_~~: _t>-LOAD ··~•-~ .;i. _ .: . - • , .• ." • : : _·. 4.· ' , VALUES·. I),· H, S,. AND -L AAE 51-!0WN_. ON THE. ~ TABLE. :••• < ... l,, • • • , .. : _,• t •., r • •, • ' • , • < • ' • I • • ~ ._: . ·s. ' 3/8.:INCH DIAMETER REINF'ORCING" STtEL_ ROOS ·12 ·INCHES LONG WElOEO TO THE REINFORCING . '. • CAG~-~y BE USED IN Pt.ACE OF THE J-BOLTS· OF STUD ANHORS. ,. '..:: ' • • ' 4 •• ' :, ,. "• ' ' • ~ • • • • 6. ', MINOR VAAIATIONS IN DiMENSIO,NS MAY BE i'CCEPTID B'f THE ENGINEER . '·. ', .' _._:· 7. :~ -RI~: ~GlHS, .(~) MAY V#J'{ ~EP;NDING ON. MAAU,FACTU~FABRICATOR. STANDARDS:_ -~ • .-· .., ' ~ .,., •. I • • • , , •. . • • • , ~ ING) 0 : _ STUD ANCHOR 18" ON CENTER ', I: : ., ': ... •,t:' -1/ • •·, s , Lr FLOW - ~r .I. s .L · L 2S :I QCM ~. • Ju• oum rOR CONSTJllJCiq( DRAINAGE DETAILS D-17 P!IOJICT NO. 14191-MC • ~ --~-- :.·•, { !iv.X r 'i~- ! I '~: ,t,,c;r _ .. :·. ~ I e .·; ~ LINE '"8" ' "... ,,·~ -~ •;; •, ,• I; ',.• 1 •. ' ~ :;_, : J'i .-. --~ ..J" .... ,-:~• ...... ,,-> • .... . .... ,. SECTION :f-F. PLAN . ,/ . ,. Provide f5' • Thick Bulb Dowels 'f-401t'x2'-Cf In Exlat Structure , .. ·! TRANSITION · STRUCTURE _No Seale· \ \ \ SECTION 0-0 \ . - . . I ~---~-----_J SECTION C-C I I .... H S rin Une Parallel f4012" •a• Bars DIST TABLE 1 0esign H t Reinforcement . 0'-4' f5' 14012' Both Wavs Centered In Sfab 4'-6' f5' -~o• Bors • 5024•. •b• Bors , so24• · . 6'-8' f5' ·a Bors 501.2" •b• Bors , 5012" '· Greater Than 1<1' •a• Bors 1sof!' 8' •b• Bars 1 501:t Notes: 1. Provtde A Construction Joint· Between Drain The Transition' And • The Storm • • J . 2. ,,< -- Extend The Longitudlnal . Reinforei~g SteeJ Of The .Tra~slUon • :t. Into · •• ;e ' The, Trapezoidal Channel~ • . , .:· • '. • -• ,:·. : ._' : • .y,·. ,,. • .. • •• , • • ~ ' • ·' •• -~... ~. -• ,f In Ueu Of· Plocrn·g The Dowels Between The Transitlori kd, Tho -::• • • . ,·,.. , ~,: Reetongutar(Storm-Drain, The longitudinal Reinforcing Steel.Of lho _·. Transition Structure Moy Be Extended 2" Into The Storm ·Drorn;::: ·,--~-\: . .;. 4. • H1, H2. h, J..· b, El~ •A'\· E11rt •B' And •r Sh~U 9$·.~-~~, o,/" t The Tobie ·3 Hereon.•··::-;.... • 'i '·_,:•.,•.. -·.,,.-\!.. • ... •'. • ' ,. -. '· • ·.,,-. .. ·; ' ': • • • ••• •; t ·.i ' :: ·•~' -~. ', ... . , .. :-,> Thie ·stri.tetural' Oeton Moy Be Applied' To TroimUons.'Wlth CurvecJ.' ·L-·\·\~; ,,. B<,ttom.· And Curve. 5!de WaUs. • -'' • ,"'.:,/·:: .. io.-,. !.::;. ·->,::, ,:·,.'·.:: 1 Cu Ft of Pervlou• 6. Moterial Pipe Embedment -Shon. _Bo fj For 9f5' Or Len And ff'. , ~~ .'~r Otr. -~ ·1, ~. • • ' 1,\~: ~::} t'\ ~ 0 • I{::-~:• 4" Weep Hole1 06' TABLE 2 · ,. , · ·· . , .. ,_.. ,-------""T"--.--....;..;..;;;;~=-...;;;'-:--,-,,----...,.--..... ----.. -... ' • ~ Or Q . . , ._;... ____ __,_==¥==---.,,...---.... ·, -~ '· , ~ ..... • :TABLE 3 •. •.• :\. -~ : '·_.;;~},\_--i;/,\·:. ,,' ::-,:;?ii -· H1 Z~ '-;~Jf' ---"''" ---I/WM -~> 1vu~ ---·---,,,..,... --,..__,............., DRAINAGE DETAILS ' SECTION H-H O.t..-r;_. \,m,,A ¥ QCM RruAS£ JUN 09 m\ fOI\ COHST.IIOCTJOK . . . D-18:·· ,1~- PU.Ne ,,,.,.Nfm .,.. 141G1•MC .,. ~t? ,A\''-; ~; '-.... -. ......... _,,' _,-- A IIO 82 70 . ·fil· ;; 1i; ~ ,. ·74: . IX lF Con.tnJct 1 tJ" RCP 0-1 roCI 1# Catch ea.In Tvna II Per r.itv. Of. kvln• Std. 301 Construct Concrete Col/or Per Cltv Of lmn• Std. 310 Conat,uct SI"""" __,,,. Per· 0CEMA Std. 1333 • Rock ...___ Protl!lcllnn 24". Uln n.ia • 111m. p..,. Pinn Cone. T_,. .. Drain-Pw. rwa11 On DW<I. 1>-,17 ShNt 66 ·• .franwl\lon structur. Pel' o.toll On Dwa 0,..18. ShNt 67 LF 'l.F' IF tF • tF tF lF E'A E'A EA fA £A 12 2 £A £A EA EA fA £A EA SF EA £A 4 • 1 2 200 l £A lF IF lF Lf C'f 386 ll-6-7/i -F"<>Nf "'" n-2 A 50 52 70 71 74 75 7J 61 111-6-t!'I.-,.,..,. ffrf. U-L B I : · ;o• ~ 75 • B 00 ~ 10 -· M.,.. u-1oc..u !VJ • ~ 5T Con.tn...t 1lr-. RCP 0-.1750 51 90 2 ·.= .,s ........... -..._f-,-n-15-r.eon.tn,ete':~~;--Ca~1tcna;~,..~ruur11.-;:,.,.,./"':':'--:;l--:P.,=-;;;:nv~=-o,.-IMll"."T'.~ .• -;5t=d-. "::30:.:1,-1---+-+=+-+-+--t--t--l--t-+-l--t-:.+-t--t-+-t---i-+-t--ll--+-"-+--t--t-+-t--l-+~-t--------t---:t---t-'i6,;i2:-J 7 Conttnlct ..,.,,,. '""'"" ·ProteCtJon, ;z4· Min. lnlCII, Olm. Per Plan 72 200 /!IU ~J , :-: . 1, :NM'!•~.. ,Dre.,,~ Pa, .Jetntl Ul'I,. NH'L )-17. SNl4W DO /1' ~~ :,"c:t • ram fll)lt-Stn,ctura ,.,.. nnfl On CJWtT 0-tR Shefl .61 . 1 75 •· ,., c....... ·•-·~, w• ::,u ::i; ~~~ · 'c•, ·,.. tcft.DlH,ln'J ,. IH>e,-CIIV Of INDlt Std.·JOt ,-'·.· ",. • ,, 2. :.'-< . •; ,·,. ·,_., 62 Z:)+lt -•~ Kd, i; ·. •. ... ., ''•'•°¾•:t. ,7, '7 1' l'.'C •• l) 1 8 ' J ·7• I K M ., :• 7J 72 MIIOl<ln !'ill 78 ·70 .77 .,.. ,,,.,. I p.,-CIIY Of trWle Std. 306. I -IY PW Lmf, Of ~ Std. ·"""' 74" Min 11,lclr_' Dim. p.,. Pion ICtHln P., Caltlona std. 00'9 On r-n 0-18~ Sh9et 67 ~rw ~-74 u,... TM,loll' nlrft p_.. PJon ,....,_,a lt • ~II Per· Coltro119 Std. 0888 174 . 225 1 .JU< ? "' L+un• -W; ~ 0,..3 1+83 w. Connect. 0-J u..1.7, m !I0-6-IIO 0-4 -Fnrd Rd. ·fl-!\ ' ~ 41+..., -torG-KO. 0-4 4+68 -· w. c,,,,na,,t U-4 .. ~ ·, 1.+l"M.J-w.~ u.:.+ ,'-; ~ ,.• .. ~ -f'nra Rd. 0-5 -, :-.., ~1+=• lO DO+'KI •• 0-5 .-rora na. 2+28 "· Conn-0-,.J 6+64 ... Ctwftt•• Cvft 0-7 0- 0-1 E t.-l E-2 ·E-3 · E-4 ·F G H I M 63 78 Cone. -n.-•1 ·Oltd, Per o.toll On owa. 17 Sheet Ga 74 750 52+uuru59+oo torcr 0-5 J .,..,. ........_ • 24"' • 1,11,._ ,...,,. """ Pw p""' 72 100 Con.truct 4T HCtl u-1800 M """ 111+24 -I.O't'Ot• l,'VI 0-7 I( in.tall Concnt• f1or9d End section Per Cott,.,,,. Std. 094B 73 2 YI 425 M9C!lan Dmlniln• MMllon ... 4 t 3 2D IMOCGrtnur Boul41VanJ D-10 90 04S DO 1,-401 1112 IIIK> 174 100 425 4 4 .5 13 a 1 2 3· 2 2 2 1 ,.,2: 5 8 8 20 • 1-« 750 go 2'.5 7 8 II QCM M1£AsS JUN 09 93\, fOO,CONStJ\\JC'IQi ,,·•· .. ~ .... ,.._ ___ www==-•-----'•\""",f"--t"; ---- DRAINAGE QUANTITIES D-'719 14191-MC - ll - -·· • .. ,-, ;_~ -, ( _...,, Stt .-_ EXIST.-. ,..., iR. Wlll~IJll' _/·· .. :-,·. --~ ~.,;>··_::--· ~:;'._:~; -,,:'.-.' ...... ,.,,._.,-;,;,., l! N6~~: . , _. : _.:~:/i?/\:}::_,:·:-> -. . . , __ 9'99~L.:;.~x J!'1 .. ' ' :_~ _, r•~--~'r,,._-: •-:.'~~..l.i,J.. •• • • ; •.,'" •:•. ~.• ~ :••,.\" --·::-·1 Se~-~hee t,'7"~J:'or UU11ty.Coritocl Ust _,. ;:_. • ---' : • • ; . ,, • \. , x· ,., .. , -., --• ~-. -, :• •. 2 All Remo ed. Street· tights Wilt' Be' Delivered o The. Responsible\ Agency 3 -Utnltles .In' E~lst 'f'~n:f.Rd: Ar~ 'ro Be 'Protected In Place_"u'ntess Otherwise Noted . --., . 4 Toa location And Existence Of Any Underground Utility Or Substructure -• Not Shl:)wn With Pothole Dato. Wos Obtofned From ·Available. Recordsr No Guarantee. • Is Made Or lmplted lhot-The. Record In formation - Is. Complete Or AcCtJrate . .. • , . . , :' ;: ; • ~· I -: <> SCE OH ----.---.J ~ES RO RD ·.'· "·-. 01:HERWIS en . ,. -'· ' . . ' -·-· ' ., EXIST SCE • _" IN_ PlACE -if Plan 'Accurafe..''For Utilities •• Only'-PR_O ___ TE_O_T_IN _______ _, . . . -. ' .. . l'UM,_._..,, , a . _,, D -N -, vl ::> I-La.. wO 8 :r·· (/) PAC BELL CT IN PLACE . ABBRE\1A 110NS M'M> Metropollton Woter Dl.trlct IR'M> lrAm, Ronch Woter Dlstrlcl-. -~ -.. ' CMC'M> '.Costo. M•'° Cofliiolldot_cd-Woter District lMH· SCE OH - lMH Telephone Monholo ,,y; ,. .- OH Southern Collfom{o-EdtSQR ,·,: . ::~ l,J.jLL-...... ===---._.--t:</:_"~ 541 QCM RruAS8 JUND9m\ FORCONm\lJC1)0(( UTIUlY PLAN SCALE: 1 •-50• U-1. PLANS FOR THE IMPROVEMENT OF Ford Road Extenolon And Realignment 14191-MC t -1.-., ' . ' -, -· I ""•,_ ,. .. a: --- i ·•' ., 15 -'. j ~~~~:, .... ~:." , t\:~; 1£{'.t~*r ~~~. ·_,,:_:_,.EXISf CAlV:(#3537.):-... :,y:r_<::~ PROTEct -.tn·:.~_.:'. - :/;i;;if ,,f \{?:if J'.~. ~!-~).i:~ ,~-~-· .. ~ .. ::-;,~,~)~-,) ' . '--... , ~ : .... _... .--·· : -: ~':, Y: ....• ::, ,.,. _, ;• ,"'. .. . ·: <--.-;:i. :., 1:,,-, ... • -~:tr ,·_ ,'•.~ -., f:' -~/ ~• .. :,~, EXtsr-·-ir:viATER: cny oF NB ~.. !,.J '~· , ·•·· ---- . , 0 0 ~ ·.··,:·-.. . -· ,,, ·, . . . _}6 ·• ,, ,, :-. <(,.:·,.;: .• ,.:.:: .. ~-;/ QTY OF. IR\1NE-. .'. • ' '-1' •• -:<.• ••• ~., • .. , ; 'I. -·~ .. ~ •. ' EXJsr·:~--:~i: ___ , •• .• PROTECT-IN-PLACE· • :. \;: . ,. ii. . • . . __ ,,, : ... ·. EXIST 8 _SEftm. -"( .,. ·-: _.: .PROTECT IN f:'l.AC£ ,,.· · ... co ,, .. c~ ,-~, ~ ";-:. .. ~ . , ... --. '• .... •., , ... ( .,• ... •, £)(]ST TEl.£PHONE ·p0l.£S ·f J.:, : EXIST IR'M> 24• RCP WAli:R ) · PROTE_C~_.IN Pl.A~:::•:_; __ . ~-. · · · -. 1-......;P~RO:=.TE.:..,.:,:.CT~IN.,..:;.:PLA...,..:..CE~..:.;.;..:.:.=...:...l.tl=;.;-TEMPORARY.'·REl.OCATED SC£ WIA. ENGINEERS COM_MUN1CA110ff ~E (f3008l . E~sr'. p Ac: ~: AtRIAt.(#3011 QCIJAU.IAq ·.' .1u1t as rm ... • -JOI\~ UTJUTY PLAN . SCALE" t"•®' U-4 fflO.tlCT HQ. 14191-MC" .- I a: AC BELL PAC B 1~. ~ : • ... , :--· •--::' _/ ~ I ' ( -Q • • • STA. 61 5.73 :::¥ · -, SE LAN • • 1P -, · FO 10 J¢1N SECTIO_N 1!3 REl.OCATEO SCE I ,) ON LINE ·: ... . '• . --"1 El.OCA'tm· D (#3011 ·:-•"'.,<: _';',.:·· ... ~-.. : -~; : . .:;_ UTILITY PLAN. SCALE: 1••50' U-5 14191-MC • 0 . !:tll . . . .. -. .,.,,,.-··. ,. •• • • 6:tl~ It SJJIJJ 0 II I I .. I _.. I l .•. : ,.· t • • NOTE: . . ,·_._ .·., • -.. MAINTAIN· ts FE£1' OF COVER. <MR · IRWt) AND MWD . • • ·PIPELINES IN A SMOOTH-CONDnlON WT1H UNIFORM SLOPE . ---LOAD IS RESTRICTED TO' A LO,A.OEO 637D CATERPIUAR SCRAPER OVER THE TOP OF: THE LINE 1N.,,nns CONDnlON w w_ :c <O (/)- OCMl!nEAS( JUII 09 Im F'0R OONsl'JIVcTIOf( • .,\ . .., ... ,/ :,.:' ~ ., .. ~.:.;:- UTlLITY PLAN SCALE: 1·-w u~s- lii· 6 -~ ~ ~-i • m --~ ., '?n lii ~a i·· ~I w 'ti ·, :/,::. .. 15 I --~ . . . ~ .. .:;-.. : j ' ~ •:::: e •• ,.:5 -.•, • l -~ ... .,/-/· c,;· ~ .. ~·.: . ' ~ : t. 7 ,.,_ .--... - ·:-:·.•·:-· ,,,-::µ:_!,,,•,:; ,·, ... ..,. • ,t\ . •·· { a z ( ~ Ir . ! • '. --,:-:,.:., .... : - ~.'~-'_I":· •• ' - -· :, . ;\: :~t~:~: / ·._ ', -. -. EXJST LAJOLAW -----2-9'X9' RCB-~~-----~---------- INGLE PHASE ~ '---,_ ~~ ~ -',~~- ~ -1--,... .... \! ~ '· •• .,-.::::)!;a ,>- ~ ~-- • • ,! .:.~ ~·: ~ ·~ . .: . •• •, .. :I ! ,., ·,. AIN-EXISTING 3 PHASE --· . EfMCE.' COORDINATE ,~\"%)<# AND t'NJ.!~ _FOR AELD -.-~ ~-~ ' • : •' - PUIII ,,..AND ~ QCM Rn.F.Ast JUJI D fm\ • _FOft ~ • ~--i--; • . ,:',•f / 'J~· '· '· ••' ,, ._ ... UTILIJY PLAN -SCALE-1-••50" \' •. :·. :: u +~it ~-~ 1 t'419t-MC·· lo a ~ @ a:: (/) ~ c5 a:: X i .m ~ 'lo 1n ~~ !. ii .a. . '~· . ··:· . . ', -'"'":• 195-• ·~; :.•~ .r'' .:,, .,,, -~ New ford R0<1d A I ~ ~ . Approximate Limits Of Interference Section N,T.S. 200- 195- Old ford R0<1d T.C:\ /Old Ford Road F.L 7 ' .. ~ow'°"' R~dT.C. -~,1,tJ-5:~"':_PocB'.n~_---_ ,_ --_-·· .. • New ford R0<1d A~ I· 'App'roxfltlote Limits Of lnterferen~e .Section N.T.S. 4 . \ / .---l~~~---------·-• --. . ' \ • \ \ I \' \ \ \ \ PARTIAL PLAN SCALE 1·-so· NOTES: ...... 190- 200- 195- 'Exist 36"' MWO Section N.T.S. 0 ~~ ,... N =e B o (/l z . '±· .. /0 '.. ;..,,991.$ • . . IO -·+ a) N DIST COUmY OTY OF NEY.PORT BEACH MR. JEFF STANEART 3300 Newport Blvd PO. Box 1768 NE'M'ORT BEACH 92659-8915 (714) 644-~011 SOUTI-IERN CALIFORNIA EDISON (SCE) MR. MARK H. MEIZNER REAL PROPERTIES AGENT SUITE 750 500 N STATE COLLEGE BlW ' ORANGE. CA 92668 ~714) 939-4736· ~ Exist 24~ IRWO 190-______________ .JI IR'vlNE RANCH WATER DISTRICT (IRV.O) MR. BOB Mc VICKER SENIOR ENGINEER . 190-; ., . 200- 190- Section N.T.S. Ill , N ·+ ,, . . IX> N 15600 SAND CANYON A Vf. IRVINE· CA 92718 (714) 453-5582 PACIAC BELL (PAC B£U.) MR. KEN LAPHAM . • . 1452 .EDINGER AVf. ROOM 1331 1\JSTIN. CA 92680 . (71:4) 25~4485 • ~ SOUTI-IERN CALIFORNIA GAS COMPANY MR .. MARK DALEN P.O. BOX 3334 ANAHEIM CA 92803-3334 (714} 634-3262 METROPOUTAN WATER -DISlRICT R~H E. BACHMAN FOREMAN . 38 RIOCEUNE OR S~ction N.T.S. .@OG NE'M'ORT BEACH C,\ 92660 (7M) 720-0427 MESA 'CONSOUOATED WATER OISlRICT JOHN CARLSON Old F~d Roa~ T.C~ Arroxlmate Limits Of Interference • . ·1 Section N.T.S. ENGINEER 1965 PLACENTIA AVf. COSTA MESA.CA 92627 . (714) 631-1291 OIMENSIOO CABLE SERV1Vf. 1071 CAMELBACK NEV.PORT-BEACH. CA 92660 (714) 720-2020 M~ GARY McCLARAN LAIDLAW GAS RECO~RY 20662 NEY.PORT COAST DRIVE IR'vlNE CA. 92715 ~-------.---.(714) 721-4151 1--11-------+--iMR. FRANK ENOS QCM RElEASf; JUN 09 Im fOI{ ~ -• This Pion Accurate For. Utilities Only. UTILllY PLAN U-8 ~CTNO. ' , .. i~:f~t ................. .-1 'f • . .. . •· '--....,;_. • .. • . ::::::·•-:..: • t-----1~. ''. , ~-• ' ; ·- . . . . . ·_ ·: '. ,· • ·. ~ff ,ci~-. xi .. . • /f: ' ·• • • ~ • • . ~ ----. • • . • •,. ·. . ·:.:.:,· 1, :· ';. :; • ~-',:,< ·:----., : '.· ;:-. ti;. . . 0> ·, -~_-_'.;_<: -~-- w.,· :C· . (/) • ' ~ -. ' .;, ~: ···•:<": ........ • ,·:·• • 1----t-""""'I. ··: .. ·t e II) ·•' fi. ~-a: -~ g '~ .t [a -a ~I ~ 0 .. ,,--.. •.:• DIST .coumv , .. ------'Ji----l-::--~:-.;i~ ,--.....---.;;:-,,. - _t/JftJ. \f .i}:c7!'}:~~:-:f l'?\-'<> '; · <?; ,; • •.•• ;l_: '+; _p·,~c' '.,,:JJ:~!~(;:;",:\;::• .. '-.._;t....-.f, •• ,, .. _. ' • -•• .. f ._ • '• '• ~ • .~ •• l t• J • '·~;_;} 1-~l-~-~~a-'.:.Jt·, :i,. > .· :::: "• ... ?• \~'.~'~\#!{{:~;{~ ;;, \:, '.,'; , '• ,,, . ·., .. ; .;, •• •• ,:, S: >' • . 'Ji "??ti• ::i ..... . \;~~ • 0 I ::> C 0 Q.. Q) C ::J .c 2 0 ::i: Ffi~' ~-__ .-/.. ,;>::,·:.;_;}_. ~ . '. -~~ .. 'J, ...,.,..,__,,..,, DIST COUNTY ROUTE P!.NIS N'PRf:NN.. Ml!: . .'•., ~-.,_ .• MA ENCINEERS: • ·, •, ~. , , 17390 Brookhurst $t. Sult• 1()() -.- rountdln Valley, Cf\ D2708 .. PIIOJIZCT HQ, 14-191-MC • ' ', 11 • &;. e ·!· a:. • ' I· i \ 195 190 10+00 ~-,v~·· \\\'r~\ \ \ PROFILE SCALE: HORIZ r •20' VERT l9•4' 1-r Water Une --- EXISf 1 ~ >Cf" w,(TER Cf • · ·_ • ' !. •• • .. --:--, ' . -_tFORD-ROID 00 Moc«thur BIYd l~•otr Rood , ·-. ·_\_ -·---w· q_ ~ ~ • ' .r,.' • • \ . .... ' ' ' . ·----. a-• . ~ . • ~---..:1>_ xc:::::::---~-.:,........:.:..._· . \ 11+00 ' ~-~'~--.\-· ~" '- \ \ /> \ \ \ \~!; \ \ \ /'f \ \ \ \ PLAN = 20' 12" DIP Cf2oo . . s-0.020 12x12x6 Ecc· 12+00 45" Loterol Bmd. -Minimum _,----~ vJn Minimum Beorl Areo • 10.9 Sf t..t. Reconnect off-elt• ' . r-S.parat• DocYmfflta (Buffalo Ranch) Minimum • 8.0 Sf DIST COUHlY Construction Notes: (D Furnish and Install 12"' DIP, Closs 200 Bedding ond Backfill per Std 105-L & 106-L @ Furnish and Install 12"' BFV Per Std 508-L With Valve Anchor Per Std 506-L @ Furnish And Install ACP To DIP Trana~tron Coupllsr. © Furnish ond fnstall 12"'x 12"'x .s• Eccentric .45• W'je. ® Relocate And Install Wet Barrel Fire Hydrant with 5• DIP, Valve, and Fittings Per Std 500-L @ Furnish and Install Thrust. -Block, Per Std 510-L 0 Furnish and Install Air ond Vacuum Release Valve Assembly ;-·',•--•1' Per Std 515-L @ Furnish and ln1tall Anchor Block.· with H• W• ..t.--4.0' Per--Slde Per Std -~L .,, ® R~ocote Meter And ln~tall Water Meter Setvlce Per St~ !?()3-L. N'ote: Unless Oterwlae Noted· All Standards referred to • • Are ~er City of Newport Beach . QCM IIEL£AS8 JUlt09 69\. FOft CONSt!l\JCIIOti UTILITY .PLAN U-12 l'AOJl!CT NO. ~ I. --~ 0:: c5 ~- a: ~ . - ~ % =-' 'i>n ~ ~~ i-~~ 1j : . ~-. " ., ........ , I ' ' , ·•l.t :, ~,. :_:,),~ ~: :l -., • a ;--~ --dt· Cl. ' .. -, .:_r,-· ;••,· ;~ .... ,. . ,, .. ,, . ~- (2)-"" ,·. ,· I-:c c.,. ~- 3: 0 _J w CD w w (/) ·w z ~-:c ~-~ , .• _ •. J· ·" I••' ',, ,. BUFFALO -RANCH. ,; ~ lRAFFIC ll-11S STACE AAD NUMBER Ot LANES IN USE SIAGiNG NOTE$ -·0 CONSTRUCT NEW FORD RO BRIDGE HO 1 © GRADE _8UFFALQ RANCH ACCESS \\t~IN SLOPE EASEM~T ON1. Y . @ CONSlRUCT PO~TIONS MACARTHUR Bl w V.,DENINC 0 · CONSTRUCT: YiEST CONNECTOR ROAD ©. CONSTRUCT PORTIONS OF NEW FORD RD @ REMO~ AND MODIFY_ lRAFFIC SIGNAL (SEE lRAFFIC SIGNAL PLANS) 0 @ ® REMOVE RAISED MEDIAN AND CONSlRUCT TEMPORARY PAVEMENT CONSlRUCT .lRAFFIC ISLANDS AND INSTALL lRAFFIC SIGNAL REMO~ PORTION OF EXIST RAISED MEDIAN AND CONSlRUCT LEFT TURN POO<ET AND MEDIAN FLARE @ MAINTAIN EMERGENCY ACCESS TO BUFFALO RANCH PROPERTY P\Nilll ,,.,,NIii> ..,. SCALE 1· • 100' --- ~:: ::::i,.::--· .. ~~~·~-~ ~ ··•':,-1••·:\:~. ,~~:,r-, ·. . . . . • • ~ l \ • •• ~t: :-,~*-~.r/.~'tlt. :··•. ocu~. JUI US\; -~ '°" ~-- STAGE CONSTRUCTION STAGE 1 . ~-.. -, .. '?·; .... !j :; .. ) ... -: "! -~(_· "., ... f_t ·- _· •• _3 r<: .. : ---' -,r, •··•-•·' ~~: ·:.'!. • • ·,: ~ ~2:{; . .);/:.t~/ .. //I<· ,~~-, .. •:-;•-:.~ 1 /,·._::,~ . .. . .. -:•, "' •• .;_'C:)-,'f" •• •,,; ,._'•. ,', ,.,~ I 'i_ •• ·:LEGENo-··· :, .. . .. , EXI~~~ ROADBED t!Sl}Yi'!L ~-CQNSTRUClJON' llflS STAGE ••i" . • •• .,_·. . ,;, IBMffl}, REMOVAL n-11s ·STAGE -I> (2) TRAFFIC ·ntis STAGE • . NUMBER Of'. LANES IN USE ,,. . . ., ·:,..- "~ . ., lj _ii;; ~.<j;r ;{:t, {:~r./ ._ _____ ......... _ ... __________________ .. ·~v· •... (' . . ,. . . -~--, • '· ... ~ -~ .. , - ,~ '\. l 'I, ': 1 ._ • ... ~ .•, -· STAGE ;.•coNSTRUCTtON STAGE. 1 ocu ~ .... JUII D9S\ '·:: m,~· SC-2 f'IICMZCTHC).. _:1,i191~·Mc 1,!..c ~ 6 -' 1/) ~ 03(~~ (3) ~ 0: ~ ~ 2 a: • CD % a:: :.: '?n t_ ~a a ~, -~ .., 0 15 UJ t ,_ '€, t; --!-. ~ -_·_(>-. a. ~ • • \] ••. f• ' ., (3) --~ . ··~ , -· ·: STAGING NOTES 0 CONSTRUCT ~OR110N .OF -NEW FORD RD AND.' 'CONsmtJCT· TEMPORARY-f>AVDIENT lRANSITION TO EX FORD RD TO EB NEW~FORD RD_. © otv:i _REMAINING~~ _MEDIAN_ ~UC110N -~R~To·~~ ... _3+50_°\JNTI~- STAGE-30 · --• • • • -_ · ---. - © CON~_UCT P.ORllON OF :NEW FORD ROAD - © EMERGENCY ACCESS FOR BUFF ALO RANCtt 1 --TRAF'FlC 11-ilS STAGE AND NUMBER OF LANES IN USE BRIDGE NO 1 12 ORA 73- l'V,HS N'Pfta'IM. MTE ,. . • --"-" ' STAGE CONSTRUCTION STAGE 2 PLANS FOR THE IMPROVEMENT OF ,, ... :,:,• ~---. ·, "".:. ' OCMRO.ruQ JUN osim.- too C0NSUlUC:Ilor( SC-3 Ford Road Extension And ReaDgnment -.~CTHO. 14191-MC -- • -( \ .. ~-a !: El-_ a=; !' ~ a:. s ,_ '~ t- ~a fl ii 'ti 5· .• ; •. :.-"·;?'··:- _, :.-_ •. •. ~:-·: .• ' ..... •• .~ .... I· , • 11•'' ...... •.-...~ • .;l:. :--:, .. -, .. -,- : ,~' .~ "" ,-... ·: '><c. ::·_ =:=:=· '· . ·:,·, --... t ·.,\ . .,., '/\:~ .. -~· ... : SJAGIN'.G 'l!/OTES . : . ,@:.CONSTRUCT~ ~MEDIAN AND: PAVEMENT © REMOVE TEMPORAR': ACcESS ROAD @ CON;>TRUCT PORllOtf OF' NEW FORO RD . . -. . . ~ . . . CHURCH SITE _) . . ' . . ' . , -.. . • , h' • • CHURCH ACCESS ONLY. NO lHRU lRAFFlC ' •.:' _.-._., • : :,.·"_;_.if..!.'·:..,·:,:··~::::.<.;;-'~-~~ • .J ·-, SCALE ,. • 100' LEGEND · ! .EXISTING ROADBED AND ROADBED COMPLETED IN PRE'i10US STAGE m~.:,-lH,!tU :cOHSTRUCTION nus STAGE . ®8®J -· REMOVAL_ lHIS STAGE TRAFFIC lHIS STAGE AHD'-NUMBER Of LANES IN USE DIST ··12 t--'---::~_..""'."!"_~,._,--1:-:'""~-:-:-~~-="'-~ • ... ; ... ·.,\"' ~jA~1;:-l~ts{1.;:,1ff)f it%i!~ .~PU.HS N'ftfKNM. MT!~ ... :,"'""'""" STAGE CONSTRUCTION - STAGE 2 ,.. ·, .'f :~:-'!r-:~ . ...,..,,.-.• --..·'I-; .~Ji/;jtl. OCM 1!Q.£u,; JUI D9fm. >-. FOIi~ . ' sc·-3A:: •: • r,IOJ!CT NO.. . " • --, ·: - .• ------------,--------------------,---------:------------------------------- '~ ~e :,Z g~ ,. ' :~ -~ w o. ....... ;"'·.· .. : ,~<'~~ .. -,, . : ·>··!_; .. -.. ... i , .. :-::: \~':, .. . .. z· 0 lu :, ~-- .,. ·~ •.: ~-,. '· . _., ., , .-,.. ..... FORD ROAD BUfF ALO RANCH ' (J} STAGE 3B -- ' (J) ,_ .... , .... :,,,..rl'l• .. Y,-.. -~•: <,•'.•~:~•:~~~!~,~ <~$ ;,.• .. ••,P, •. ~.; '"; .~.: .. .' • •, ·~ i,; .... t, p ~- . :· . .NO 1 -2} STAGING. NQlfS GY CONSTRUCT PORTION OF. NEW • FORD RD . © CONSTRUCT RAISED MEDIAN AND INSTALL· TRAFJ='IC SIGNAL @ REMOVE ,EXISTING RAJ~ MEDIAN AND_ TRAFFlC SIGNA~ G).R~O,~ _P~TIO~ QF i~:.r~.Q-__ R~-~--. • ' . _· -; : • ·_ @· CONsmucT CUL-ot-sAc • •• • ' • © CONSTRUCT BIKEWA Y. • 0 ·coNsmucr REMAINING PORTION OF MEDIAN BUFF ALO .RANCH ' (J) STAGE 3D ... .,,_.. ' .,-__ --,, . r.: :--~~·-.:. t . 'B88888888881 m- SCALE ,· • 100· LEGEND EXISTING ROADBED.AND ROADBED COMPLE:rED"IN PR~Pt.lS STACE CQNSlRUCllON nus STACE • ' : . . · . :: ·:•' REMOV~ THIS STACE' TRAFFlC THIS STAGE AND NUMBER OF LANES IN USE STAGE CONSTRUCTION STAGE 3 ; QCMRa.EAse • JUH D9mt.,. FOR C0NsrJ!ucncw SC-4 14191-MC •, • r • 5 PLACE 1;...COAT PAINT • TEMPOR~Y _R~IUt{_G ·(TIPE K) SHALi._ BE REMOVED UPON C9Mf_~110N OF STAGE t. _. :_ . : ._. . • .. ,> .. _ . · • }. : ; , .. ~ TAIL 39 __ .. 00'}. .. -· •• .. ,.. , ' ·-·.- 5(Rt) ::: >,-:., . ~. ~ ..:.: . 30).:", ,~-~;r./ , '. t :--) .... ,.';, ' ;' . , • -,·:@jn1£ ~ '(660') . ,· (50') TING DETAIL 8 AIL 39 . . . . . , TAIL-28 00') . , . • • 2 ()ETAIL 8 . . {380') . . . , ,)_·.'., •,•. ·., . . '<D QETAIL 8. • .·(380'). c:, CONSlRUCTION AREA STAGE 1 EXISTING TO REMAIN, UNLESS NOTED OTHER'MSE CONSlRUCTION ~GN NUMBER TEMPORORY CRASH CUSHION (D DETAIL 8 (280' EA} WS{Rt} Y.'.6(JO) JOIN EXISTING DETAJt. 8 ,,. ST AGE CONSTRUCTION ... :: -TRAFFIC HANDLING PLAN QCM REl£AS8 JUN 09 m\. •utCONSTlllJCl]Ct( STAGE 1 SC-5 '· ·-'.~ ·--~--;,.;;:.·•.:1 ·•''"' •• , -· •• -,.•"-. ,-• • __ :,.. • • • ' • ·• "• · ·.,. 10··corporote Pari(·su1t&··3 •.;-·.:--<-_·,.;:·::;_.·,·.,.;_._.:.. _i_.1~.....,_""-. ·:·. •• -• -_-·~··1rvlne;-co1lfor~IQ_92714. -.......--:r.;;;;,,-• ·~· ' .. ( '--'--~· -rL...---~I\""--=-~~;-,: WHITE (t40') t r ;· ;If ~ ,c.. ·D --~ c1 : : ;. .·.- 1· A ]11: Ct3 ' • • • ·-------~.:=-==:-_.., ~:::::.~-~ ~. ----_--r--·· •. ~ -~---:::: • --~~- • '~~"' < . .. ,:1. ··.:_,-,\-1'' 1 •• ' ~. ,._ ,., -=--.::-----· -P.:.. - -~ ;_,~~-,::.::;:.:::-\':=..:::..·_~-=_:.:_:.:.:~:...:.:.._..:_..j_~}g; ::-~~--------• ·' • ---\ ~ -\ \\ Ct8, \ t \ \\ . \ 11 .. \ ,: - I \ \ -' ~-~. ' '. \ -\ \\ \ .- \ti\ \ •. \ l \\ \ \ \ . ... ·. \.\\ · ~ \ \ • \\ . -, \ ' . \·.\\.'4:, •. -\~ ·.\· ~\ •• • ••. t ~ 'a \ . \ I\ \\ ~, (\ \~ \ . \-\ ~-• \~ l '\ ' ·: \. ~ ·, \ \ . \ •. ' \ ~,-t.,~, • ·{ -~,v L ··: \ . \,· ., \· • I ~ . • : ·, ~, NOTES n-ns SHEET: <D @ 'PLACE PREYABRICA'TED TEMPORARY DETOUR SlRIPING TAPE OR PAVEMENT MAR!(INGS REMOVE ALL EXISTING PREFABRICATED TEMPORARY OETOUR STRIPING • T,\PE OR PAVEMENT MABKINGS UPON COMPU'.TION OF STAGE 1, UNLESS NOTED OlHER'MSE . -:. > ;-'\ ' ~~ ~ ' ,, - Ct8 NEW 4 F'ORD DETAIL 8 (560') 90' ROAD 5· -5.f 5'R AT 50' C-C 6 1 38A (350') (!)TYPE IV{L)' 50J'R E Vll{R) WHITE (690') (!)DETAIL 38A (100') LEGEND: WJ CONSTRUCTION AREA FOR ADDITIONAL LEGEND, SEE SC-5 . ' , (E]c18'. AT'. NE'M'ORT 'HILLS : . - DRIVE MST ~ :_. ::-:STAGE· CONSTROCTION TRAFFIC -HANDLING • PLAN STAGE 2 : ~ SCALE: 1'"•50', : {;: · , ---SC-8.!.: . ,ciciixm,tlll.JCT.Q( • ... ,-' ... ::;.,· fflOl:OTS:O. 14191.:.uo;. ~ 0 "'._ .. .. _ .• .._.,___-f . , . \ \ .• . . _,,. ~:,. . •I ~ I• ( ' • . . , . SsEE SHEET PD-17 FOR STRIPING ON f"ORD ROA ·_J_ NEW FORD RQAO_.,.:.:, ·.:..,_ ,....._-. -· -. STAGE 3D • ·-· ?f.JiJfii?ii:id> , •• ,-'. >&¼{ :\9 ,:t~~:·>;·.: •• ·-t·/· ,_ · -~:\-.?T) -~-:t!i ·/d~l.AAS;-,@.JSMVAL·_.;,.; ~AYE~-,, ., :fr ~~ 0 ..:_ ,., ._! .I •.::~ FPL'."ond·· Associates, Inc.-:'··:•ii -:,i 10. Corpo((lte Pork, Sulle :31 . ..;: Irvine, ·colifomto 92714' ......._--:i.-• NOTES THIS SHEET: (DPLACE PREFABRICATED TEMPORARY DETOUR SffilPING TAPE @REMOVE EXISTING CROSSWALK-SffilPING, MAINTAIN Lil,!IT LINE @FOR SIGNI_NG AND STRIPING ~ NEW. FORD ROAO AND • MACARTHUR BLVD SEE SIGN PLAN ,SHEET S-1 AND .PAVEMENT DELINEATI~ PLAN SHEET PD-1 AND P0-6 . @CONSTRUCTION oF· STAGES :sa··ANo:'ic SHA_LL NOT BE.IMPLEMENTED UNTIL COMPLETION OF STAGE JA • - CONSTRUCTION ACTIVITIES ~THIN STAGES JB ANO JC SHALL BE LIMITED TO Yr£EKENDS OR NIGHTTIME. A MINIMUM OF ONE, (l) EASffiOUND_ TRAVEL LANE ON FORD ROAD AT MACARTHUR. BLVD -SHALL BE MAINTAINED AT ALL TIMES SINGLE LANE CLOSURE TRAmc· CONmOL DEVICES DURING STAGES 3B AND 3C SHAlL CONFORM TO CALTRANS STANDARD. PLAN NO"T-11 INCLUDING: C\..OSURE or ONE SOUTHBOUND LEFT TURN'LANE AT MACARTHUR BLVD ONTO· EASIBOUNO NEW FORD RO CLOSURE OF ONE EASIBOUNO·· lHRIJ LANE ON EXISTING FORD ROAD WEST OF' MACARTHUR Bl'v1> -' . · @FOR SHOULDER CLOSURE DETAILS, SEE CALTRANS STANDARD PLANS T-10 @STAGE JO SHALL NOT BE IMPLEMENTED UNTIL. ~OMPLETION or STAGES JB & JC . . ~ r • .• ~-. ., •. ., ·_ , • W/c2: TYPE N-2: Mkr -.-.-.-· -·@ ~~u (j)_ • • ., EXls~NG HO . Dl!!ICIW"ll0H' ~ WSJ ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 QCM RO.EASE: JUNO 9 tJ9II SCALE: 1•.50• f OR CONSmucnoK SC-7 ·;·_.,_ .. _I,;,,::~'~::.~-~~}'~:~--:.~ ;~·:,..~~·;., -~: 1 ... ~ ,;:?· ~-ri . ..., .... ,..__-t _____,._,•, ,t~ < ( \.. _,; • u.-1=----1-«~-:-~---•--------~--• .. 51-- ,-;. & ii -=-====--=,.-:.::::.~, .... , ~ TEMPORARY OCTA BUS .• SIGN TO BE INSTALLEi>-' BY OCTA C18 AT_50' ~---:::..':::.,.c:.---- (D ,DETAIL .-24 • TEMPORARY R.AIUNG • (TYPE ~)' (240') • NOTES ll-US· SHEET: DETAIL 24 (JOO') © PLACE PREFABRiCATED TEMPERORARY DETOUR STRIPING TAPE \ r{1 I ~ ,>" , @ SANDBLAST EXl~TINo_· SffllPING . . , _ @-. UPOO COMPL£~0N or: -~smucTION, ~ONTRACTOR 'SHAU. RESTORE ••• -SIGNING ANO'.· SlRIPING. TO PRE\'IOVS •CONDITION TO THE, SATISFACTION • OF THE,,ENG1NEER -··--: • • ' ' • • • '.! ;.' .~· ,: . .~ -=-:.-; . \ ', -~-;: ..... ~ =--\'.'.~~~;c~;-~s==::=====~~~==~s~--::::;,o COVERED BY OCTA 2 -DETAIL a· {JOO') AT 200' C-C W/CJO @To@ DETAIL 24 AT 200' C-C w/C3o@ro@ AT 50' C-C C21 . J; DETAILS (600') -=-:...---' " , • ---..:-::-.::=-==--~ :, - - -~-=-=-=i...~----------------=-=----:--- .,)119 --:----------• _ ---_._ - - - - ---- - AT 25' C-C 600' TAPER • .. '':'_.._~:: "· ·~ . . ~ ;,,. ;' '~ ·~ ,. . "~ ·• ,,,•,• •cl--"~-+---+----,....--___ ._ __________ ..,.. ____ --1 '. ;{;it.~,l:{J~i::;:}}/¾~li!~Jtf ?l(t\~f ji~~ti}§;j;?iJi{~i\ if f Jt~i,"':~.-J. ~-~~:~-.,J..~:-~·:::.~_-.:...,.'. _.:.;·i_.::.;:·:;i,.~.~~;:;~·~.:::~:.;~t.: • ..;_:;:.:.:.:.·_.:,;-.. -'.~:.""_.:,_._~.:./:-. .:_:... __ ... -~~-.,-~-~-~-.-. _ _:__..;;_•;;. .• -_-:--.~-:""_ ~-..: . .:.,-_ -.-. r::-:-...,...-:--::-.-;".:""'T~"J~iilifili4-: __ ji i/~~;;tt;s;;~~~;:1~:c~~' .t t!f, _ .~fM·f.$.fe,M;t'...~lf}:~{~}tit!JJ.~;;· ·if.·~1111.?}~~~~h•J~¾,J:{f.~!,~~t~~\~~t-¥\~~if~~}ft? ::~·~·,.A: ;; ,'::\~.~ ,--~.,:~ ~···'"·'''· 0'· ; , • • ', • -; ·,-,, ... -.--,,,, • •• •• ,, ~-. ·,_ ··' -• • .; -94 ·i:· lrvlrief Collfomlo.-927t 4,:·:,. ·1 :.:;1r.:!::'..~i~f;J,fai1.1J;~6~J:::1i,'lf~~.~~::1~lf~{i';:~J;-f.,,,;_,. :i11.1:/,YJi:c~;.~•J/<1kfij::;iiif-.f,1.f;;.;,,;:}'i.itfe1£}:,,:, .. ~ f,,)J_f;, ;~~ .. '~~ -~{~}li~1'.it.4S:{tB1;,_fd;~ij)NO:;i::;:t+·::~~~;3;~;.]'.1 i~~. :;1.~~i/0~[;,·;;;tJ.r~ft::tY.tl:fJ~;~ J.;...;:....:.,+-,,.....,.;....;..+..;.;.:.;;:,;.;:.-J~~.L!l:~~+JUl...~s...liU.•. , ~ 1-:~,-,..-..---e------,,--..... -""'"...,,.~ .... ---~;.;..-..... ..,;.;-..1~: -Si ~dffi~~~ 1 ~: l~~~~W~ ~ ~~~l,~ ~;;;;.'c::~;f;~;~ -~~;: !~.~::,:_;;~•~,, ~;>.--i-I_\ _'-•~1fl.AN$ .. A.P~R.O~Jib.,_;;-': .;~~. ;;~ FPD ~ .. .-a :A'~$0Ciote~-. :j,;~·, ·; ,. 1O·:Corporate Pork;:'sult~~l --'--"r•.,,.,,,.. .· ,:. lrvlne; COtifornto 92714 .~ t:t: ........ ~!<.i-•... ; ·,~-- LEGEND: ~ CONSTRUCTION AREA -STAGE 1 TEMPORARY RAILING (TYPE K) 0 Fl.ASHING. ARROW BOARD SIGN -TYPE I CRASH CUSHIONS FOR ADDITIONAL LEGEND, SEE SC-5 -..,,: .. ·,.~:--~~ / ' r '• ....... I Cl @,:.:' C18' ·,,· .. C20(Lt) 11 C18 Rt l I •I ,, \ 11 I II I II I_ ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN QCMll[l.EASS JUII Um\: tOff c;c,NSTRIJCtlOK · • 'STAGE 1 • __ . SCALE: 1"•!50' ·, sc-(3·•_ fflO,COTm..· · __ ,,.,o,~~c·:·: ·,,,.' ",,-;.,., __l_•~ ·~; .... .,.,.;+:,,,--"1 ......... ,·., :>, .&. ,'!-~. ~-~ .... , ,- ,,, ' ' •. C • :,:. ,, ,,. DtSt • -~..;;..,,..,...;;..,......, I,~,'-,-,-...-,.,..,----., _-:· · . ,, ·; '• ·· ·; ,': ·•... •· : '• . •-• 12 ·,· • ~-, ~-,< 10 .Corporate Pork. ·Suite. 3J .: W ·.:·>: Jrvlne, Callfornfo 927J.4 • . • ._____,._._.. ' -. 2 DETAIL 28 (130') r •I -~ \ b) 1\, \ \~\, __ , ~~\\\ - I ,.... t,\ I i\ TAIL 21 1 ~'}\ MAINTAIN ACCESS F WATER DISTRICT AN CHURCH TRAFFIC AT ALL TIMES 90') / Q~\ 'NHITP(620'}>--=.\ ~~, / ~ ~~ ,/' '\~ ~ ' VEHICULAR ACCESS TO NEWPORT HILLS CENTER MUST BE MAINTAINED AT All TIMES \ . LEG~D: _:.- NOTES nus'··siitET: l'~af~o~~mu~~~:~REA -~ STAGE 1 tOR ADDITIONAL LEGEND;'; SEE·· SC-5 . • CD PLACE PR~ABRIC~TEO TEMPORARY DETOUR STRIPING TAPE {y SANDBLAST. EXISTING. STRI.PING. ....,.,__..,. . . ~ ... , ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN _. STAGE 1 QCM Jin.CASI; • iu1aimt . F()ff ~RL'CTIOl't. SCALE: 1 '"•50' sc-e· .... •.,.H ' ·~~ . . .. ., ·"~· ~ .... , .. . ·,:.-·,. ,c @. W/R7 .. ' :'~ .. ·.~.-~?-~;~/·'•;,• ;__,,..... .-•!• IA NQTE JJilS SHEET: . © FOR. SIGNING ·ANO. sm1PING ON· EXISTING rooo ROAD • ),ND lHE EAST CONNECTOR, SEE SIGN PLAN St:IEET S-J AND PAVEMENT DELINEATION PLAN SHEET PD-4 DIST COU»TY 12 ·Oro· .-,. :•- LEGEND; CONSffiUCTION AREA -STAGE 2 FOR ADDITIONAL LEGEND, SEE SC-5 - "'" ... 0EICM"1l0H ;;: : ..o. -~ , ~b-ofM<t- STAGE CONSTRUCTION·,• TRAFFIC HANDLING PLAN STAGE 2 QCMRU~ JUN 09~ FOR CONSlRUC1lOI( SCALE: 1·-so· SC-10 i~ ti ii § :lj .._ l ·c~ •;. -~ . ~ . 9-:-~r ~-·: ... -;:. . -~ f w ~ §- .: ,,.,: ,. ,.,.\ . ,. ·'' ·.TEMPORARY RAILING (TYPE: K} (1-900' TOTAL} AT EXISTING ETW 2 DETAIL 13(110') DETAIL 29 11' 11· DETAIL 12 SECTION A-A 2' MIN SAWCUT LINE AT EXISTING ETW ONSTRUCTION AREA 8 -+ ' • ....:.7-~ -----.... -, ---.. -·....f-------· -~ ·_ -. ----------·----------------------------------- •• ~ ►,... :::-:&.-:=---~~-~.r=:~"'7:=:=-----~~--~-=:==--·---=-~------_:-:--~-"'='=:--------:=---~-~-r.=.------=-----==---------••• ~ ! -. ..:. · --~-. ~l'tl= ,._-_ _ : ~~C~lH_lJR=.B~LE!AR_!) _ __ , _ (I)-~ -· _,. 7';•_i -:-· 2S--:.-.:_;___. ---2 __ ._. --2-'1---'. UA_~_R_!!!!j9---~----~JO..,__ w 0 m--~-~~-~~=~~--=~=~===~~~~~~=~~~~~=~=~~~--~=====t= 9!fi ~"'k ~= =- .'-·_:Q~ ,._ •,,> r-U) '·,''<·.-.:. ·:\:f·, ---- -DETAIL 12 (50') PlACE. 1-COAT PAiNT. REMOVE EXISTING STRIPING REMOVE TBAPOR~RY1RAIUNG {TYPE·. K) UPON. C_OMPLETION OF, STAGE 1 •. C13 AT 7° \ STA 35~ LEGEND; CONSmucnon AREA -STAGE 1 FOR ADDITIONAL LECENO,· SEE SC-5 ., STAGE·. CONSTRUCTION. TRAFFIC HANDLING PLAN STAGE~ QCM Rnt>.si: JUI D!I a SCALE: 1 • .·50• FOR CONSTl!UCTIOf(. sc~11 • ffl0.Ca1',t:O,. ~ { . ,~, · ws,~uc • -------------------------"MJ\CAAmtJR BOOCE.-:.V~A,__,,RD=--- -------------------------------+---....: 12' - - - -:-- DETAIL 27B SEE FINAL PAVEME~T DELINEATION ON MACARlHUR BOULEVARD NORlHBOUND (SHEET PD-6 TO PD-8). (]) I» DETAIL 4•, WHI • 10 DIST COUNTY • ROUTE 12 Oro 8 + N .- .5 (/) w z· ::J 0 t-<-:2 ~ ~~b-o£M¢- ST AGE CONSTRUCTION TRAFFIC HANDLING PLAN STAGE 3 SCALE: ,-.50• FOR~ SC-12 •. ,_ __ ~ a I ~-- i ~ w ~ § SC-6 SC-9 620 840 sc-10 SC-11 SC-12 1200. 448 TOTAL 5460 9758 TRAFFlC HANDLING ·PLAN STAGE 1-SIGN QUANTITIES SHEET SIGN. NO NO SIGN PANEL SIZE • CODE {INCH) ·c· DIM {FT) SPAN 90' 1965'' J045 890 16' sc-5 .,_· _1 __ c_1_a-~4_a~x_4a ___ 1 ___________ -11-------t-----1 2 C1J 60X24 7 .:r-s· 14' J TYPE P 12XJ6 4 R49(Rt' J6X18 5 10' 5 R49(Lt) 36X18 10· 6. • R7-24XJO 3 · 1 t' N-2 • t8X18 7. C16 48X48 7 16' 6 C18 46X48 7 16' 1 9 C1J 60X24 7 J'-6" 14' 1 10 W75 48X46 7 16' SC-6 1 C18 48)(48 · 7 16' 1 2, C20{Lt) 48)(48 7 ,16' 1 3 C2t 48X48 7 16' 1 4 C20(Lt) 48X48 · 1 16' • 5 . R34 24X24 6 RJ4 24X24 7 Cl.l 60X24-7 3.'-a· 14' 1 - . 8 \ C16 48X48. 7 16' · 9 R34 24X24 10 R34 24X24 11· ·c1a 46X48 1' 16' 12, ·ctJ 60X24· 7 3•-s· 14' 1,li C20(Ll) 7, 16' • . t 14· C20(L.t) 48X48 1c ,, 16' t . 15 _., C18--7 • t6' 16 'C21"' 48X48 7· 16' · \7-28 CJO JOX.30 2710 2850 1100 900 1700 900 900 201 4670 520' 900 3200 50 140 ~· ,.....,. NO Oe,a,o>TlOH OATE ~~ifo~·un CONsmuctlON TRAmc HANDLING PLAN STAGE 2-SIGN QUANTITIES SHEET SIGN SIGN PANEL ·c· NO NO CODE SIZE DIM (INCH) (FT) SPAN SC-6 1 C1J 60X24 7 J'-6. 14' ·2 R61-5.1 J6XJO 7 14.5' ·J R61-5.1 J6XJO 7 14.5' SC-10 1 eta 48X48 7 16' 2 CtJ 60X24 7 14' J eta 4aX48 7 16' 4-5 R7 .24XJO TRAmc HANDLING PLAN STAGE 3-SIGN QUANTITIES SHEET SIGN-SIGN PANEL NO NO CODE (m~fo SC-7 • 1 -R49(Rt) J6X18 . 2 R49(lt) J6X18 ·3 C18. 48)(48 .: 4 . . C1J 60X24 5:..7· C2 48XJO N-2 18X18 5 5 7 7 2 SPAN J'-6· POST SIZE & LENGTH ONE TWO POST POST REMARKS 4•x4• 4•xs· 5•x5• (EA) (EA) 10· 10' 16' 14' SC-:--9 1 C18 7· 16' 8 WSJ 48X48 48X46 t 7 16' 2 ·ClJ 7:' 3•-s· 14' 9 C19 48X48 60X24 7 16' J C18 7: · •• 15• sc-12 1 R49(Rt) J6X18 48X48 5 10' 2 FlASHING ARROW BOARD SIGN I SHEET NO TYPE I _ SC-8 • · 2 TEMPORARY K-RAIL , I r:t..1r.TH c:r.-s 140' SC-8 260' <:r.-11 1760' TOT.I.I SURFACE MOUNTED CHANNELIZERS SHEFT Nn· SC-5 26 SC-6 15 o;;r -7 39 o;;r •• g 21 SC-10 22 SC-12 17 TOTAL 223 CRASH ·CUSHION TEMPORARY BARRICADES SHEET NO TYPE II rYPt Ill . <:r.-s 8 SC-6 4 10 SC-7 JJ J- SC-R 18 sr.-9 -2 . '1 ~r.-10 2 ? SC-12 4 TOTAL n 17 4 W57(Lt) 5-6 CJ0 R49(Lt) J6X18 3 C18 48X48 ~ 48X24 5 10'. ~ J0XJ0 STAGE CONSTRUCTION I JOXJO' • t SUMMARY OF QUANTITIES 7-8 Rt "·, 1 C1J 2 W1_1 7 t.> : 7-3'-6•. 14' 7 15~ • d I . ,. SC-11 i-;...;._.i_;;~-+-~o-6~-~-:-.·1------11-=-_.:;.--+--e--+---t--t---t--'-,'·-t---,. .-__ --t Fr~~ • $C-13 ,, • ·,· • • :·~c;. ·01i ~ ·VERTICAL· ~LEARANCE. BEiWEEN:sorrou-or-·S1~\~EL To EXJSnNd._CRADE. :~ • • ... ,. ....,.,__..,. · lRAFFIC HANDLING. PL.Af' . • PnO.COTm. _;:;:; /' •. • tliJk!i~:;;:::~;:f ,': {:J;Ji.~i:ts.ii;rr:;{'./i)ft;f ;:;;f{:ji j.. .• '. ~\_: ': .:< '.: ·::.::: . .':'.: .• ' .· . ••:-Mf ~~-,o'~~.;:!,::;:~::i~H~~j,, Fo, d R~~~~ ~gn~'.''.: -~~ ,,:·;~;' ~\;~ .. ': .~ q-:;.,;:,~fifq~·'~'~:,,,"t) :,~ {<•! :'.:?:·:;;;,:~.'..•"At~•±i-.,'<;:-";'i"'t~'::A_·'·'~;,[-,,,,·.,,:,j'tl•:'!,I·:,·: ~t?7f'-r}, \":.~':',~J:·•..,:-~~,:"f'i~.~-~ '·',-.~-~>!r.:<'.: .•• ,. , ~--' , • .,,,., -:: • • • •·--" ·-::·'.' ··-• --TT ~ 94, •' !rvtne_,. Coh_fornlo 92?1,4 ... 'Cl·l;~!•-'.·:;,,.,::oE··'::..-> IR'YINE ~-,. ,, <''::;;Js:E;~,· ~~'~i~~~~~--~;~•~U~-~~~~~~·~~~~~~~-(~~~:·•::.~-\:~·-~;~~0~~~~~.j~~"i •• , • f·-' L , ... • • '• '• , • --., • ' · .... -r ,..., ..; ...... _ ~ •• ,.,.-:\,"-' '•"""~J r.'1-(.'• -;,.;.~~.r ... -· 'f<\-.'•~.-:.-:~·.\••,'.,_"~~ ... ":\,f ;-t,,J.,:~r~ sf.~~;:~ .. ~~-4:,r.t-.•_:;:~~1" -: .~-.~ .• ~,½.~,/ ... )!'."_-.!..~.,· ........ _..~t'<a.!. ,.'.,.·!.~'.it"'-~-.-. ".t1.t'<i:,: ~,(,·,;~-o· '."'.-. r-:;_.,._~,!-.-,lJ•.t.;_·-·, ;}_':' .r.·.,.~ •. h~ ...... ,,,,. 4 -',vt.:i."" i, :,. .... : ... /.~':-~.-.,.. ... ~,~ ,'..J_ J,:, • ~·.' i,'• ,_ •• :, .,_, , _ .. ,., ~ _ ... • • ,.. • ..... ,.._ .:'J'-l 1-' ~ t.. -<'"'-..,. • -/,, f./! .. 1~,· • , ,. ::, ., • • ~ , u • L1, '"" ')' Ul"l'Plu,,n..~u-nNr.i-r-r: ... ____:!· -r· ___ ,.., 6 -"T --. r, ,, •1•• .• •• ·•: .n ,,1;~~~~,-,.~-,~1':~,f.i~,~~rJ•i:.:'f~•V·:·iil~:·;--.:..i'.~;.,t>~f•'~•; . .,~i.~,;~;i:!....-,,;,.,1!:,-r•.1; ... ,.t!i'-:;~~1,·,.~!",.!'?,.ft~,•:r;,·\;,· IC • I ( >( , • ,·i_ --::/.;:,,• 'Y"' :-•• :• ." • ·•:,, •·• • '•· :,, : _ ;.: i' •• , , ·; •;, :-;:•,., ·• ",, <," / • > 4, PAVEMENT, OEUN£ATIQN DETAILS SHALL BE PER ..__ __ ••• ,,, -. ·-,: • • • • CALffiANS STANDARD PLANS A20A, B, ANO C UNLESS OTHER'MSE NOltD. t .-; Q ~ .~ C ,0 ~ , . .. 0 • ,. \ ::_( :,. \·' -.SEE SHEET PD-6. FOR PAVEMENT DELINEATION ON MA9ARTHUR BOULEVARD 4• 'Mil_TI: (50'). TYPE IV(L) DETAIL J8 . . (250' EA) . ;--.•. ! .·,•, .· SEE SHEET PD-6. fOR PAVEMENT DELINEATION ON MACARTHUR BOULEVARD • C-C). TYPE IV(R) DETAIL JS (150') R/W TYPE IV(R) •SICNi\l AHEAD. (J E_A)- DIST COUNIT HWlt. ....... , --~ .. -·. ;-~; .-•. '/ ... !; ~ , . PAVEMENT DELINEATION PLAN QCM RD.l:ASEI JUN O 9 fm. FOR~ SCALE: 1 • • 50' PD-1 PftO.l:CTNQ. 14UU-MC J . ~·-t:-. ....:~ .. ' .• •J:_6 -~ .:! . ~ ~. ,.,___,_ ~-.,_, •. a.;:..,.i_· 1-'-'· ;_a''·; •. : ~ ··-! .. ·~:r .... ~ ~, .1, SEE SHEET PD-6A FOR PA~ENT DELINEATION ON MACARTHUR BOULEVARD • _ 12" v.HITE 4• MUTE (50') TYPE IV(L) DETAIL 38 • (250'. EA) v.HITE SEE SHEET PD-6A FOR PAVEMENT DE1.INEATION ON MACARTHUR BOULEVARD_ c-c) • "SIGNAL AHEAD" (J EA} SANDBLAST .EXISTING • STRIPING AT. CUL-DE..:.SAC, . . ': ··•1 ROUTE .. ', NO. CClNITIIUCn0N .. -,,. ;,r. . :-,.' PAVEMENT DELINEATION QCMR~ JUI 1)9~ • • '· FOIi c:oNStRUC:JlM PLAN • SCALE: •. 1'"•50' • ,m,,:ora».· .-1411H-MC •. -------- t ;· 1-~ 0 ~- 0 ': ,: 't I; ~i' I . g z:- > SANDBLAST DETAIL 8 ., .... ,.' ,,. -t·.;..,·· ,,·. . . ~ \ ;..:r .. / ;.,.t;', . -.... ~ ·-~. DETAIL Jg--' -••• "SIGNAL AHEAD" (2 EA) OETAIL 39A (204') 12· WHITE DIAGONALS. (25' c-c) PUNle ,,...,,., ..,. FOi\ 00NS.tBll!:IlCI CONSlllUCT10fC SCALE: 1•.50• PD-2 PRO.CCTm. 1•11n-uc "· ·:·~. : t~i~~~,.:, .. ·-· ·....,.,.. ... ·, 1! ~ ... , ___ ..,_, ~ ;.- ,:;,----: !~~ •'"'. ... --I 1-----o--1 • ,_.f, ·, -; f ~I,. .• \ .~.-~ • •' ' ,• _.-,: .. ·,,.·· .. : . • -• •• '! ~ • ' .. : .• ETAIL . . . . (23 .... : ·,_,::---·•_,, ... ' .,. ·,·.•.:.:. JYPE • 1V( '.".Bll<E. ON 1/ ,• . ·.,-.:";_ :;_~_.:· .DETAl~-.26. , -~ .. • . .--::·:.1~-·~=.:\.i:-·· ' •. ·-~---~ ·•· :. ·,, .~ _. ·; DETAll.: 39 . D6TAft. ·11 :(209') ' a· ., ' ... ' . . . . .. : DET~.j9A _(20-n ' -· . • ' . ··::,~/;-\·:/.:,-.:·.·: '. • _·, , /~·-~--.\ -/, DETAl\_.-38_ (fJ~• . • •• ·, ... •• ·-·:,-~E-IV( ~f3!K¥; ~NE.-+ . , -TYPE 4~ I~ • ',' ,, .. :.;··8 ·,_·:,: .. ··~+ • ,. ' ·-·:·~~ • .. : ---47., YMin:,"cso1t ,· 0., Ei:s /-vi~ ··TIPE IV( . ' .. DETAIL'·J8A. (250') . ,. N-EXI TRI 12· WHITE DIAGONALS (50' c-c) 4" WHITE {50')(TYP) "BIKE ONLY -" _ ...... ____ ----- FORD -• 12" 'M-IITE .. TYPE IV(R) • TYPE_ IV(L} . . 12" ~TE CHEVRONS (25' C-C) . •• OETAil .JB (135' EA) ·oE.TAIL._JB',_(130') .. TYPE'. IV(R} • ; ROAD DETAIL JB (250' EA). Tll'E IVw__r~ -- --- 'CR~ DETAIL 9 "°' ,.....,_...,..,. ' ;~· ••. ,:r. ~ QCM AaiAu.' JUIIUl'm: PD-3·.:· ;._: IC '.,: ·!, \\':· . ·~· •'"'-• ---'-• ;.~,~ ..... , ; i>, /t.· -~:-·/-"\· it;r_-:.,~! •' ::-, . :~-,.. f, ~ I, •. i .. !· ~ § ; ~ a ~ a !'t , ... ,. ,. ... ii ~- -~-- "• •, '-r • , • ... 1-·:~ .~ ; . ..... :·. j., .. .. l. ttlll; 0 0 N+ ' --a"' t.&..0.< 0 li~ ··;·:c~ _U>:::, vsm:c • U>/d < ~ DETAIL .39 DETAIL 9 (200') DETAIL' J9A (2041 DETAIL J8 (1JO' EA) . "BIKE LANE -• -: ·4'"· VA-UTE (50')( NE SJRI I T\'PE IV(R) T\'PE I DETAIL J8A (250') 12" WHITE DIAGONALS (50" c-c) 4-" WHITE (50')(T'l'P) "BIKE ONLY -• ·f ·t·.·.:·:· • i .. , •• ~:. DETAIL JB (250' EA) T'IPE IV(~-f ~ -- -- ------------~- NEW 12• \\1-llTE T'l'PE, IV(R) TYPE IV(L) FORD _ .. ... 12."_ \\1-IITE: CHEVRONS (25' C:-C) ' , .•' ' DETAIL. 38 (1J5' EA) DETAIL J8 (1J0') TYPE IV(R) 'ROAD • R/W DETAIL 9 DIST· COUffTY • , ROUT£ . !~!~(-'"'·•· .;,<. :: ! --~ . ,µRs APPROv;\C. : ,.,. bAft ., -'. fPL·:~d ·A~sociotiis,' lnc .. -, • 1O"Corporote. Pork, Suite· .31 lrvlne, Collfomlo. 92714 QCM llfll'ASi JUN o·srm tOR~ I( _:•, r1·. i JC ),o ., ,R/W ____ ___, ______ • . ,, ..... ,., DETAIL 9 •s1KE ONLY_.. • 1 i9 MUTE CHEVRONS cso· c-"c) ,. ., ------- DETAIL 39A. c20-n-. ' "'· ' .. •.,_;:~ .-. ,::~•-<_·'; '· ,;_. ) DETAfL,·26 ,-·.,. . : • ;~ -: DETAit: i. t • ' ;. 'r . ~ ., ,· •. ..,. . • •. ·: t>ETAII.. J9A'. · (204' . :; . ~ . . . -.. TYPE I • •• ·-_ .. DETAIL Jff (12~ .. ;. . . . -··, , . ·. ~. ·:// E. IV(L) :> . }'~E IV{ -· : • . . -·_.',:.~ST -12" _ DE-i ,.·•an<E LA_ ·-. •' ,l. ;•,,, 4• VAflTE (50')(TYP) DETAIL 39A (204') NEW FORD RO_AP --------- •oNt..y- DETAIL 36 (250' EA) r~-DETAIL 39 ------ DETAIL 26 DIST COUNTY • ROUTE • ------ ·srGNAL AHEAD·, · (2 EA} • ;.r • ~ , •. ;;; DEIICM'TIOlf ·-·'om ,. OA. --C0NITIUnloH ~'k--$~ PAVEMENT DELINEATION QCM RELfASt JUN D9m\. FOi{ ~ PLAN SCALE: 1~•50' PD-4 · .:·, DETAIL 9 -----. II( 54 ~-----r----~ • . R/W--7----- DETAIL 39A ,· (20♦') DETAIL 378 (350') ♦~ WHITE (50')(T)'P) U.-1\JRN ARROW DETAIL. 12• WHITE AT A/2 DETAIL· 22 (35') 660' TAPER AT 55:1 . T)'PE IV(R) COYOTE CANYON ROAD DISf.-COUNJY· ROUTE·. • . 1t· , .0ro<. -·:/•· t:":~-::'.:-::R .":: .• _:-:_,~"7t;~::"":, _.,...:/"-;-,:;)~~~-~:-·--,..-~ .. ~~i~-:::·::.:...,/••-:-:-·~--:---._,,..,.,/ ..... r.-,~. f~>,.i.·;1·.;...:;: •..;.:\-I·_; ,/:?:: (~~:.t~t 1:( .!;\:ii,}8;}1-l; '"!~PLAN~_ ¥~~6~-': :;.",'-;OAit'·;,,, FP(' ~"d Assoclotci':ii;_,ric;· \ ~-' 10 Corporate. Pork. Suite-Jl Irvine, _Collfornlo 92714 • ;, •.• .. ··-. ~ DETAIL 38 (128') DETAIL J8 :r. '· -·::-.; •. ~ .. .. ' PAVEMENT DELINEATION QCt.f IIEl.tASlt • JUl(09 m\ rqit~ PLAN -. -~D'.-5.-. . ~,-; ,, . •· 1,L.c , , -' ·~ 1' •• .. • t .-1_,. ._":..~.• __ ..:.._..:.,. ______________ _ ~:~;_ ~ ~ ~ ·, :!~ ~:-Jf' ~ ( _in; . ,,. =, - ASPH .mcAATHOR BOOl.E'lm,.:;.;:..=.=D......__ -~. '7 .... ,-_ ;-';·-·· - - DETAIL. 27B -,. 12• 'MilTE CHEVRONS (50' C-C) -: · w.CAi"TWR.:.. .;' -::.: ..... ,, .. ii ' I \ 1\ \ ~ I' \\ o I \ l 1a: \1~, 1l l I It 1 I' I I ii I I/ I 11 I/ I I ', FPL and Associates, Inc. 10 Corporate Pork, Sulte··310 Irvine. Collfornlo 92714 \\ \I \\ '\ \ I :1 I' :1 II I 11 :, 11 • l1 II II I ' .JI I_.: lf .,, I I :1. -It l I. 1z• 'MUTE TYPE IV(l) fETAIL 38 700') DETAIL 29 DETAlt 12 :·oElAll .38 : ~-.'MilTE(50') ; .12• YMITE •. CHEVRONS (50' C7C)- fei NO ~ FOR PAVEMENT DELINEATION ON NEW FORD ROAD SEE SHEETS PD-1 TO PD-5 PAVEMENT DELINEATION PLAN ~--.... QCMREt~ JUII OS~ [OR~· SCALE: 1•.50• PD-6 . l'fltOJl:af NQ. HIBJ-uc .,. , , . Ar. .J;• .. •~ ~:..,~\,r/ (~;_~·.-;.\i ·•· r ,, ... --~~ ~-·· ;:~., ;,:;,: -·-..... '.: __ ,_._-~~ ... ~~_,;-! ,~~s~~~~ -~ : ,~ .' .. 'Ci ---, If rs -------- 0 I() csl en + j u z i= (/) x c, wZ zg, ~~ ' , . ~· .-~ .. .:.~;:~-(\(\,' ~ ·> •• -MACARlHUR BOOLEVA-'--'-=R=D __ ---------- WWW -- DETAIL 27B NOTE;· , TYPE IV(R) 12• v.ttlTE CHEVRONS (so·. c-c) THIS PLAN ACclJRATE FOR FINAL PAVEMENT DELINEATION-AFTER REMOVAL OF DETOUR CONDITIONS Ot.f FORD ROAD, TYPE_I_Y(L) '. ,._ ii I I I \ i \I \\ l \ n\ \\ I\ ~ l \ I '' lt \1 ~ I I I 'I 1: I II :, i: I' I 11 :, 1,1 1 j 11 II Ii I I f I 1I I/ I I I II I h I/ I 1 " ~ ,, fl \~ \ 12• v.ttlTE TYPE IV(L) DETAIL 38 (700') ETAIL 29 ETAIL 12 12· v.ttlTE O 50' c-c • DETAIL 38 v.ttlTE(50') 12• v.ttlTE CHEVRONS (50' c-c) FOR PAVEMENT DELINEATION ON NEW FORD ROAD SEE SHEETS PD-IA .....,..,..,.,...,. : .. • .. ' . " . ' '· . ,, . ' ..... I~ NO OE3CIW'TIOtf ·--CONSTIIUCTION ~~ _JL!J,;4 p ~ o-•, PAVEMENT DELINEATION· PLAN ~M Rf1.EAS6 Ju11utm FOft CONSTJtl)Cll()t( SCALE: 1•~50• PD-8A ,,·;- ~ D >· ,r., ~. /:. •': :··:." .. : ,,:_,.;~, ·,\r•' "'~r:. '·,i :. _· :p DETAIL 36 {700') ---------• ----coiic:..----..:::-, ___. . ..... - 12• WHITE CHEVRONS (50' c-c) .',;',I ·i:-}·:· .· DETAIL 29 TYPE IV(l) ---:;;;;;.:;;_: -==-=---------. - TYPE VI (100· c-c) -----::;;:::::_-:: ___ _ 0 ID M + DETAIL 278 !: > ED ~ ~ .~l,.. FPL and Assoei~t~·s, • l~c. • • to Corporate Park.·-sul~e 310 Irvine, Colifornlo 92714 .... HO '· ' ...... 0£~ 1)4ff ., , •.• •~~r..,,,, ~ ~ o .. PAVEMENT DELINEATION PLAN SCALE: , • -so· PD-7 ,•• f DETAIL 38 (700') --------- DETAIL 38 12• 'M-ilTE CHEVRONS (50' c-c) FOR NOTES, SEE SHEET PO-t DETAIL 29 THIS PLAN ACCURATE fOR PAVEMENT DELINEATION ONLY DETAIL 12 ~-.... ~, . -.;~~ ·_,..:·, r ,": I •• .. ~ ~ •:., < ' ~ ,.._ :. ,, "" ... ' ... -- - ..... -·--• ........__ DETAIL 27B .. , NOTE; THiS PLAN ACCURATE_F,OR FINAL PAVEMENT DELINEATION AFTER REI.IOVAL OF DETOUR CONDITIONS ON FORD ROAD. • co + OISJ COUNTY ROUTE 12 Oi'o , PLUJs, :45!5~oyli. _· . .. DATE FPL ond Associates, Inc. 10 Corporate Park, Suite 310 Irvine, Collfornlo 92714 ·) PAVEMENT DELINEATION PLAN QCM R£lEAS( JUN 09 el\ FOO CONSUWCT10fi SCALE: 1•.50• PD-7A rno.mr MO,. Ut9J-MC /· ' . ~./ , . -~ ', . -,'; , ,. · . . -;, A(,i:'J:t::\/t/'•.· ::':.'.' • '--+---t _,: ', I:~•~•-' \ ,:--••~ • ', .. ~ ':;;~~f .. ;>"_ 1 -+---t ·:.?/ }:·'''. ;·" /~·s:/; :· .. : ,·, • c ·, ... , <t:. ~: ·- >-• , .-~ 0 0 ---------------------------------------------------------------------------------,~~=~~~~~~~~~=~~=~-=-~=~~=~~~~~~=~~~~~~=~~~=~~=~~~=~- ~·<" a u. Q. ,c( ASPH 0 ~-----------ii-8(/) -·---25-----26-----=-:.--2r-~~8-----~f-----30----.l-l-i:! Y _,c -_3t---------.=\-- - - - - - - - -:-~=--=--=--=-= ~~ ~ \ \ \_DETAIL 29 g \_ DETAIL 12 ~ DETAIL 27B -MACARTHUR-BOULEVARD .·. • . ... ,. ,. "·• DIST I alUHTY I ROU'IE r6ri\' Ml'cUer l"'.l'if'lm~ 12 I· Ord •·1 ' -.. . .. I - ,,,.. ~ ,. REl.lAScD ~...., C0NSfflUCOON -.. IIAll! PAVEMENT DELINEATION QCM.R£l[ASt JUlt 09m\. FOi\ ~ PLAN SCALE: 1·-so· PD:-8 _PAO,CCTNO. HtSJ-MC - : '{-' ,··: •~' ~:/~ ·. _,, _____ ,... DETAIL NO-25 21, 22 SHEET LOCAllON 29 4• 4• NO LENGlli SOLID DOUBLE YELLOW YELLOW ::'--;-' ~ . ,,. FT.-· LF·,. LF PD-1 N FORD EB 1+{)9 TO 9+00 800 15 N FORD .VS .1+00, TO 9+00 800 15 E FORD CUL-DE~SAC PD-2 N fORO £8. .. 9+00 JO 21+00 t200. N FORD Yw9 9+00' TO 21+QO 1200 E FORD .EB 45+75 JO 59+00 1325,:-·-299. E FORD Yw9 45+7'.5, T0,59+00 . 1325 711 PD-J N FORD EB 21-t;OO _ TO J5+00 1400 N_ fORD ·vs 21+oo·To. 35+00 -'1400 ·:-. ;. • E FORD EB_ ·59+90 TO 71+30 1230,. 70- E.FORD'Yw9 59+00•TO J1+30 .1230 • W CONN'NB ,. 1+00 TO .5-+86 486 • . W CONN SB _:HOO.TO 5+86 486. 14 P0-4 N FORD _EB J5:tOO·. TO ◄9+00 ·1400;~. '. N .FORD .we· 35+00 T0"49:+00 1400 •. . ,, .. E FORD EB 78+30-T0·84+25 ,595' E FORD VS ~8+30-TO 8H25 . 595-· . . , '•:. E CONN NB .. 1+00 TO 5+65 . ,465-·, E_CONN SB HQO·.TO .. 5+65 . 465', P0-5 It· FORD EB .49+.00 :TO 61+72 -1272 .,• ~ FORD YiB 49~00 TO. 61+72 1272 ( . ,. ~ ~OY C»t-EB -t+OO:TO 2+00 . ,oo_ 35 COY CAN ~ H:00 TO_ 2+00 100·. ·PD-6 UACART NB.': H9J· JO t2+00 1007' 224 .•. MA.CART SB-• 1+,9J. TO 12400 1007 224 PD-7 IJACART.N8'12+00 -TO 24+00 ·1200 2400 UACART <;A 't2+00 TO 19+◄0 7,.n 1480 ;1>n-R lH.l'.l.RT tJR'"-,z.._nn• TO:-"' +17' • 717 1.f'U ( SUBTOTAL 1010 5911 TOTAL '•• NEW FORD ROAD PAVEMENT DELINEATION QUANTITIES PAINT TRAFFIC STRIPE, (2-COAT) PAVEMENT MARKER 29, 22 9, J7B 25, 26 27B 12 40 8,9 J9 J9A :m, 38A 37B 12, J8 4• 4• 4• 4• 5• 5• a· s· REFLECTIVE SOLID 'BROKEN (BROKiE)N (BROK,E)N SOLID 'BROKEN SOltDl (BROKEN WHITE 16-12)-12-6 17-7 WHITE 8-4} WHITE: 12-3) TYPED TYPE G TYPE H .-u LF· ·tF -.Lf' LF LF LF • LF -EA EA EA 100. 840 377 265 JO 15 50 710 1090 450 87 15 230 1200-911 204 26 26 1200 911 204 26 26 12 204 640 15 100 1172 940 805 48 28 100 • 106 1182· , 1081, 204 500 48 28 100 350 50 204 200 200 38 9 119 220· 400 22 7 14 125 200··· •• .. 142 · • • 204. 260 2 25 7 . 150' -, .. -1810, , 1070· -. 204 555 • 110 ·52 28 100. • 100 1195 .• 109J •. •. 204 450 210 62 28 125 ., h\ ,\ 460 10 .. 11!>' • . 260, 560 10 • 50-110t-540 27 8 • '65 • 210 . , 1.33 . . 204 . 240 15 8 100 1392'' . · 421 204 • .-667 350 71 28 ·, 1519-• . 1272 "250 '42 26 6 660 .1200·. 1965 5· 107 ..• ◄05 5 17 ·1200 2400 ,., ,-.-2◄0 50 60 1695 31 71 717 ... -"II .. • -... -......... '!"· 'I•, ,n iin . ~. 3441 5034 809 12960 8861 2040 12532 1320 129 914 336 29165 10901 13852 1J79 PAINT PAVEMENT MARKING 40A n· NON-ARROWS WORDS WHITE REFLECT. LINE TYPE A EA SOFT SOFT SOFT 119 65 260:' 120 2J3 55 64- 126 126 216 67 43 316 67 169 205 79 155 18' 37 217 JO 90 280· 97 175 222 .35 169 -285, · 67 169 240 114 24 105 67 68 84 90 44 2l7 121 109 195 45 189 114 15 26 60 11n 107 45 84 1!'\ nn 107 1623 2101 4004 107 7728 ,; DIST I COUNl't, I ROUTE 12 J·-Oro· ·j •· REMOVE PAINTED PAVEMENT TRAFFIC STRIPE MARKER Lf EA 310 7 . 1628 34· ·, 220 5 . 760 12 2918 58 2918 58 -· "° • .i:~w .M!!JirT fst1JPIJ.?1~ , . '.•'. :J:. '.·' ·.>::.: ::-· ... .. , -~ .. ,- ., ... ·.-, ;' , """-~ ._ ·-,..~~ .. ~· :..: ., ,. ... ! . .' ~ ," • : ~~. ' .. :·:·: .. ,:. ,. , •. ,.. -~ h .. •· '·, • h •• ~ ,. =· tn.a ~WNU la~ 'UJ! CONmlUCTION . ~;;:d_-$zJ+: PAVEMENT DELINEATION ~~:; QUANTITIES PD-8 ·: FOR 00HST1lUCTlOf( .f,-,.!.::· .f,,.1.-· IB1---+.----1 -·~ _,___. ~ ~ /► ~. :·,~;,} ( •,, , ' ,, ' ~ .. -. ~ ,, :~j/~~:. .. • .. ~- . . . . ,· . . __ ..:.-:::: -.~ __ ,,,- . -:.-:- '~ --.--~ -~-- -.~~--: @fi; • : •. ·:,: • : .. TYPE 'I( FNl31':;, Rto(Rt) fEBT. , '.,· {_ ·:. ):,, . :--- ,, .. ~ ·_,:t:. __ . __ , ,, \1 I '·'X .\\\~ '. ~ ! ; .• _, ' /.·,: ·\·.·· -._.,. -i:~ ,,. ,:: .. LEGENo/:t:.\· ~-·•.:· • @ RO~SIOE siciN,'Nu·uBER ... '. ® . ~EM(?\£ EXISTING .ROADSIDE SIGN ~ EXISTING ROADSIDE' SIGN TO REUAIN INST>.LL ROADSIDE SiGN W75(Lt} SPECIAL CITY OF IRVINE PARKING SIGN wsa@ W5-4@ R7(!) TYPE N-1 TYPE K FEBT. R10(RT) FSBT 4 BE REIJOVED A OCA TED: BY OC (DETAIL A)'•,, ',, RED LETTERS ON 'M-IITE BACKGROUND '@ (STRAP ANO SADDLE BRACKEY UErnOO) DETAIL A ' . .• SNS STREET NAl.fE SIGN-R26 EB 1 R10A(Rt)(j) TYPE. N-1 •• G7 •MacArthur Blvd•@ TYPE K@ .R7@ TYPE N-t TYPE K r2· 14 RO ROAD .-• .... ,...,Y NO. D(SCIW'nON ·--~ ~6b-offef<t-: QCMRO.£ASE: .JUII09 S9\ FDRCONSTRIJCTIOt( SIGN PLAN SCALE: 1•-100• S-1 -;.---,i--.. ~-~ :r~ ., ./ · .. -~~ii::'. '.•· ... ~ ,, -._ '._.,r· -.• ·--·.' -_\'1. ::-.. :._;--· :··s_,·· _·,,.,:'.'-•-:.·_:c~-:--.:-·-·.•.> .. :.::·:-:'-.. > .: • __ • . :· ; ._·_··:.i·'.,'~~l:~~~~~~~V~~rNAL -~ \ \• \~ , -• •• • • --· ••• -'· DETOUR CONDITIONS. oo· FORD ROAD . I ' .,__-t---1 \ G9 (IRVINE CITY LIMIT) 6 4.S-LET G7 • IRVINE WELCOMES YOIJI SPEC SIGNS MacArthur Blvd ta· ,_ D \, NO FlREWORKS J 96 \ SIGN NO@ __ ::::::;;,. -;;------ ~- -~ ~ .-,, - --::..-c::: ::.>.--@R \ TYPE K FNBT . Rto{RT) FEST_ . LEGEND: 1, \ i I \ \ I I ~ I .. \ ' . @ ROADSIDE SIGN NUMBER" ® REMO'vt'. EXIST!NC ROADSIDE SIGN (£) EXISTING ROADSIDE SIGN TO REMAIN W75(Ll) SPECIAL CITY OF IRVINE PARKING SIGN wsa@ ·ws4@ R7(D TYPE N-1 TYPE K FEBT ·RtO(Rt) FSBT 4 T>. BUS SIGN BE REMOVED· OCATED BY oc . ~ '' . " ~~ ' ·.•. -~~ ,~, l(Rt)~_' 6 EB •~ (DETAIL A)'·,~ ', , • J. "" . . • RED LETTERS {§) INST ALL ROADSIDE SIGN • (smAP AND SADDLE BRACKET METHOD) ON v.HITE BACKGROUND SNS S'TREET NAME SIGN DETAIL A R26 EB RIOA(Rl) Q) TYPE N-1 • G7 •MacArthur Blvd•@ TYPE K@ . -·R7@ TYPE. N-1 TYPE K' T2 OISJ COUNTY 12. .Ora -· ..... ••'· .. ' '. ·~~', ,cc '•s, _,_,, ,,_, ·; , _.,._ R16-2(Ll)@ W74(Rt)@ 7 8 S -------. 50~ . ----------------. EE NOTE 4) ·---~--,.__ ---~ TA BUS SIGN 0 BE REMOVED BY OCTA FPL and -A"o'i:t~to:t.-Inc>: •• 10 Corpo,:ole· Pork, Suite 31 lrvlne, Collfornlo 92714 • C0NSTltJC1lOH QCM REUASa Jt111 09 '89\ FOf!CONSTI!UCTIOt( SIGN PLAN SCALE~ 1•-100• S-1A PAOJ:!CTNO. 14191-MC ( NOTE: • . · . . - . _ -_ . ' ~:cONmACTOR'. SHAU ·coNTACT CITY OF IRVINE .AND CITY Of' NE'M'ORT ... : BEACH FOR NEW SPEED LIMIT AND REVISE ACCORDINGLY oNCE THE _.EXISTING FORD· ROAD IS CLOSED AT THE. \',£ST END ANO THE NEW FORD ROAD. IS. OPEN f'OR THROUGH TRAfflC. • 32 34 ------------------- ::::----______ .... :-- @©Rst {SPE SIGN NO 73 .._...,__..,. E N...:5 EN~5@ N-5- @ ·-·: • 1, .. ' .·.,. •, . ~ .,.. ;' -;• . . .. f • ..~' ,• --, • C ,•: • • r' ,. ·-· . ,',. 1-+----'--------1-:-t ~ -~~#9<f QCM RD.fAS8 JUII 09m\' FOR CONS1Jl1JC1l0K SIGN PLAN SCALE;· ·,•~too' ·: • ..... :~ s-2 ... •I' • .fflO.COTHQ. ·t419t-UC ,•'., r .•; -, . 24• 1. R7, TYPE N-1 & TYPE K F @ R10{Rt) & TYPE N-1 f'N --~ 52 @W74(Rt ~ YAflTE ON BLACK PRIVATE ROAD· RESTRICTED ACCESS BLACK ON YAfl1: I 35• R101(M) DETAIL SIGNS NO @@ --- 4•. JC J" JC 4• ------- ~NS k?ot(M) (SEE OE.TAIL) • 7 TOLL'.ROAD SOUlH => 110· 1I NORTH SIGN NO@) ._~.. ~::-. . : , ' I. .• B'/Y W/C W/C- :@·~26 EB (DETAIL A) W11 €Th,01( (SEE DET RED LETTERS ON YMITE BACKGROUND DETAIL A R2ff EB OIST COUNTY ff!li?litt~iAt'.· ~ , .. .'·•; -,: :: _,' --:i ;· __ ,,;/\;:.· -: :-·:·:;::~.'\\ :.::., PlANs,-APPROVll , .. b.\ft,y, °FPL __ ond _As:s~cto'tos~i 'inc):·'-::·.: 10 Corporate Pork,-Suite' 31 Irvine, Collfornlo 92714 QCM RELEASt JUN09m\ fOR CONStl!tJCOOf( SIGN PLAN SCALE: 1"•100' S-3 l'flOJCCT NO. 14191-UC. R7 24X30 N-1 18X18 ·K 15X6 RtOIRt) 36X12 .. ;· .. J -~ ;_ -~ <. D W58 'JOX30 J Rt· 30 • 4· W11(Rt\ 3RX36 16.5 R26C:-A t8X14 ·5 R1 , · JO • 17 • ~ D· '. R41 , 30XJ6 R7fRt\ 24XJO • 10· N-1 •• f8X1B K. 15X6 R10A 16X?4 f M-:t 18X1 a s·. W31, · JOXJO N-~ 18X18 • Q. . m· 96X18 1n _.no, .. • ·24x1a 12.5 , ?n·· W7,4/Rl\ .. av~a-1 ,'. .?t. 'ffAt~1, ,>. -• , . ,. ·'• .. ?'1. .-c:"c::. ..,,_., RI' JO.·. ,·. ·,•' 1 .... Rt-J t2X&· 2.J G9J. 24Xt8 13.5 '·R26-·t2X6- '.24 R26EB 18X24 25 • SNS . -Rt' . R1-.:1 12X6 .. 1 26 '·R7 24X.lQ N-1 16X16 K 15X6 27 , W,_A 36X18 N •. II\ 16X16 28 R7 2-4X30 A N-t R10(Rt) In I( • 29 . l,~.) R26 { ' 16X18 36X12 15X6 24X16 12X16. ;-',. \~~ ·1 1 1 30 31 SNS RI 30 Rl-3 12X6 32 W17 J6X36 JJ R26EB 1BX24 34 R7. 24XJO 11 N-1 1BX18 R10(Rt) J6X12 K 15X6 35 R61-1J 48X30 36 'R26EB· 18X24 37 R7 24XJO . 11 18X18 R1o(Rt}• 36X12 K 15X6· .. 38 SNS Rt6 24X24· ·39 '. R7 24X30 11 • N-1 • 18X18 -R10(Rt} 'J6X12 K 15X6 W56 36X18 9 N-1 18X18 R7-•• 24XJO 11 • .. R17' 24X24. · -.'. K • •• 15X6 • 42 . , R26EB 18X24 • '· R7· 24X30 N-1 18X18 , : . • .. -R1 · , JO , .. -Rt-·J • 12X16 -4~ W74fltl 48X48 46 '., R2 • · • 36X45 47 Kl' . · 24XJO ·:. ·-N.:..1 ; 18xt8 ·•· ,RtO(Rl). 36X12 48 49 , K. • ·t5X6 R26EB· 18X24' R7 •·' 24XJO N-1 18X16 RtO(Rt) 36X12 K • 15X6 ··NOTE:. : 11 • l1 14.5 t 1 .. I 15.5 . SEE SHEET S-5 FOR NOTES (A} ., (A) (F'} . ·1 .1 ..__,__ .... , DISJ COUNTY , . ROUlE QCII flEUASe • JUN 09m\. FOR CXlNSTiaJcno,( ·•' .',' . -. -·r .. • •, SIGN QUANTITIES S-4 RlO{Rt) 36X12 K 15X6. 51 W57(LT) 36X18 W56 36X18 52 R26EB 18X24 t ·; ~ :~ ;. < a :.,: ~ ~. ' 53, R61(SPEC 5.C. SNS Rf Rt-3 R26 ·-. 48X30 30 12X6 24X18 12X18 30X30 r •: ,' ,: .-~ :.36 'i:«. 57 R61-15· 46X.30 .. ·, .. •. W31A •· JOX.30 '.;'- ..... ,. ,-. h • l .. ', .. 59 R7 .30 ·t2X6 24X30 N-1: 18X18 , -R10(Rll 36X12 ,,,_. Rl;-J -·-t2X6 • 61: • R26 12X18 .62 R7" 24XJO '. •:·1, • • :RtOlRl) • J6X12 --·,.· ·,; __ I(· ·,. t5X6 • 63 ,., R7· -·. 2.4XJO N-:1 · 16X16 K • 15XB 64 R26 -• 12X18 65 W5J 24X24 66 WJt • :vlX.30-·::;,.,. .• -.. · .',"/ , --<· N.-5 ·-. 18X18 -·~...;:\ [(·-\·: 'i} :.57· W571Lll J6X18 (C) (E) 1 14 1 (A) 1 1 1J.5, 1 .,1 ., r 1 (0\ 1 ,, '· 1 11 1 ,. .. C --- 12 t - 9 l· •.. -~ ; • • j : -. _,,:_,J.-.,.6,,,.8.:..,. _.JN!.!:;;:::;15~"+.!1~8.:o~t~84---!-:?'::-l--+--· "-+---+-.,':.-~ t.i......-t---t-:-:-.. -t~--t---t---, .1-·: • '..7. °'.-};J.;·~-.;.·•_.J.;;·:.!;R~t-:::;l;!-·+··;.;12~X~6~-::-~r-:--+-~,-;..._....:._+--:· ~--f----jr---t---t-~-'-f----t--:---j • 7.5· tJ.5 ---"-': •·. _ _. .. -,;'" "•.:;; . f\9 • • N-5 --18Xt6· 1 '·.·,' .• _,-.-·:.r•-, ,.·.~-.10·. __ 't(./· 24X30 ·.·' -,-, __ -.;· -~' .:-,N-1 t-8X18 7.5-1 ~ ....... R10(Rl) ··J6X12. . -: -71 RB1'SP►r. 60X30 t 'l 72 R26EB 18X24 . • . }.',-"'I{.' .. ;)_{\:~;. -~ ,· :J~{;:·:-:: ·.-cooE:;· NO., \., ... ~-. ... ~:. ·.: .... :.•:: :-. 75 Rt R41 76 R26EB 77 W11(Rt) 78 K 79 C'.77A Rn W11 RI IU4A 82 SNS R~ SNS RA SNS 85 SNS. RR SNS 87 «-N~ AR R26EB, RQ R'>A~i:I an K 91 R61-1J Q? R18/Rt\ Q'( RlB(Rt\ <U. RlnlRt\ o,;. RtofRt\ <1R R1RfRt\ 97 RIB(Rt)- QR R61(SPEC 99 R61-15 100 Rt Rf Rt\ 101 R61fSPEC' 1n'> W74(Rt\ 1n'l R18fRt1 104 C9 105 W54 106 W75 107 W58 108 W17 W17A 109 RtB-2 HO R18 111. R61-1J 112 L 113 R44A. 114 R44A 115 SNS R101(M) 116 N-5 1-17,• R101(M) 118 R1 TOTAL ., " ... ~-.. . . . ., -. < . .. . .. , -, PANEL-PO_S.T:_ sii(~. ~GT»;~ R -.• .-ROADSIDE., ~~ .METAL. ~£).{O'v!: ;_:,r._,•: ,:. r,, .• ..... :-:· . ':, . .. a~-~ "'KSIGN'\'-~:u.:.:::).:. ~\)~i.~1i~ ~,:::·r :.~ •:;,,..1-;.:~ • . .:.~ .. : ~ .;· :: -~.\ KOADSIOE'. QNE: TWO' sm~~--DfA»NEl ROADSIDE UNiSTRUl ·.-·StZE/ .• ~ .. t· ·.'~-• .• ~EM~, :j,~it 4•x4;. 4•xG· 6"x8· • .'51(,N'".;: IPOStPOST BRA ~ ,_. POST' -SIGN.· .. '.(EAf. ·~·. ~ . • ... -: : (£A}'> .EA) ''EA) ~{~) • (EA) , ::·(EA) ' . ,.-:··}\ ~ ·, ,. i . JO-. 14 1 JOX36 18X24 1, J6X36 14 1 15X6 3 1 VERTICAL lanx11n 20 1 J6X.36 1 12X24 t (A1· (A (A' {A (A\ {A) 18X24 . .. t ' ' 1R')(?-4 12.5 1 • t!'iXR 3 1 48X"'n 14 1 .'~liX?i; 14.5 1 .'IIAX'>R 14.5 1 '\AX1? 4-· •. 1 • J6X12 4 1 -°'~lC?R t 'IIRX?R 14-.5. . 1 60X30 13 1 48XJO 1 '\AX'>A 14.5 1 60XJO 13 1 ·4RY .. R' 15.5 , . 1 •'IIAV'>R-.. 14.5 t ·- 1 JOX30 l, 1 JOXJO t 36XJ6 I 24X18 , .. 1 1 • : '• r '. 48X30 14 1· . . , ~ '· -. l .• • .,._ 8X24 1 , > ., 12X24 . 1 ,, 12X24c 1 14.5 1 J6X24 ' 18X18 (G) .36X24 14,5 1 ·,··' JO ·, 1 4 47 6 12 10 5 28 NEW FORD ROAD '\ \ .. \~ \ \ \ '°' '\1 \\\ \ \~,--i\ \ i\.-: .. ~ \ \\'\ \ \ \\ I \ \ . -. ~ . . ' ' ' . ·• NOTE: (FOR n-11s SHEET) [] SPLICE CONDUCTORS, EXISTING STREET LIGHT ORCUIT TO BE MAINTAINED 0 ID + 8 607. ' . ,, ·. 606 HH '< LEGEND: 0 PROPOSED 200W HPS LAMP Q PROPOSED 100W HPS t,t.MP @ EXISTING 150W HPS L,t.MP EXISTING 100W HPS L,'MP EXISTING l,'I.IP TO BE· REUOVED PROPOSED ELECTROUER 'MTH DOUBLE MAST ,t.RM, MOUNTING HEIGHT 30 FT, AMERON 1-C2-23-JS60 OR PUMCO l07003-..0 OR APPROVED EQUAL -0 PROPOSED ELECTROllER. MOUNTING HEIGHT JO FT, M.tERON 1-C2-23-JS6 OR PUMCO lQ 7pOJ-J OR ,t.PPROVED EQUAL, • 0-0 EXISTING .. ElEC.TROUER 'MTH DOUBLE MAST ARM -0 EXISTIN(l .ELECTROLIER -• -'PROPOSEQ CONDUIT EXISTING CONDUIT HH HANDHOLE 13•x24•x24• CONCRETE GENERAL NOlES: 1. 2. J. 4. ALL PULL BOXES FOR STREET LIGHT SHALL BE· NO J 1 /2 AND MARKED. "STREET LIGHT HIGH .VOLTAGE", UNLESS OTHER'MSE • NOTED - ALL CON!)U\TS SHALL· BE 2•, UNLESS OTHER'MSE N01tD. ALL LUMINAIRES SHALL PROVIDE LIGHT DISTRIBUTION~ FOllO'MNG· IES DESIGN A llONS~ 100W HPS -MEDIUM, CUTOFF, TYPE II 200W H,PS -MEDIUM~ CUTOFF, T'l'PE Ill USE TYPE IV PHOTO CONTROL· QCM ~ IGHTING PLAij JUll 09 !IS\ FORCONSWJ(:t)Qt( SCALE: 1•-50• . E-1 T' ·'· I, NOTES: -_{FOR . THIS SHEET)- [Il (2) QJ " SCE SERVICE CA81NE.T EXISTING SERVICE CABINET #137(A&:B). INSTALL ·Jl6 MULTIPLE ORCUIT V,,RES FOR. GENERAL NOTE~ AND LEGEND SEE SHEET E-1 II if "' ,, " ,,_ 11 1LJII ,,-II If II I~ II ,, .. , 11 I \\ ' '\. ,_ ~~ CIRCUIT DIAGRAM CIRCUH NO 7 nus PLAN ACCURATE FOR ELECTRICAL WORK ONL y QCM RnrASa JUN os'm\ FOR CONStl!1JCIKW ':' ; ) • ;--~►~- ' :. -~' ~~.;--# . l, : 1-~~y/ ~. ,1 • ~--·, . ·~--. '':.: ·.• (~_;;,;;··.•~•-;_:~.~,./ ... :(~> ._-:( .. • ,: ~. !-r,-----...,.---,....;.• ...,· • \ ~ .. t--+-....; __ ....;...,;._·_.-~~-~--1-~.i,.~~ ' ,•~ ~;z:_~- LIGHTING PLAN SCALE:· t~~50' .E:-2- !'A0,1:0TNQ., f411n-uc.··.- ~·:~:-.. :\-~}:_," .... . ,· ~·· ·;:':': ... . ' ... 'l-:, ,;,: _.-: .. :-t .t ,,.;, .. ~. \ .. ! l L -· )( l( \ . J_ ~· )( ., .. ' J·' .. . <. ~-\,):[~-.~ ~ r' ., J•,,-- ~· 'ti,, ...... . / r--:.---1~85 -:£. I I ..._J..i_-.. • ~ I I I""-..~-<.:..;::._-.._~8 • 'z 1 , / .Jf!6a ---;y.:;,,. ~ :.,i8s4 ... , "? · .,, , ,. .....~ ... --+- I I ~ .Jt;fl>._Jt.:°!~~-+---- 1 ,.' , 60>· . Ja5a•:--+--- l. --...o........ -,-. ---.... • ..... .... .......... .... -, -..... ......... ~ ...... o-... .:...,668 ............. 0 JB81 , - 8Lc \ '-.... ~ .... ,_,' "----....... .............. .... -..... --.....'->'<h7}l--,-... . .... _ 1)-----.... ....... . ..... ~_.............. ...........,,_ ........... "--.., ,_ ............................................ // -------_ _,.,. .,,,,"" -------~ ------------ • ------------ THIS PLAN A~CURA TE FOR ELECTRICAL WORK ONt.::f 7 01ST COlJNlY ROUl( JJ 3i4-0l' 301 • 34 33 402 tr) <O 1') I{) + ~ '° HH + + 01.--• CONSffluCllOot E-3 ,u.,. __ ..,. >-CD 7 HH HH ··.··'./'.g' :.-_, "· .... , . --~1··· .. _: .:;;;:;:;::~:1--..:·;;__·· :·· •• + ·, --. . :· . ,' , : ·, . . . . + . ,· . ~..:..:;:-=--~-= =:.-=-:.. ...;_J1_6. -=-~-:-:-:.-~~----·- ~~--:~ • -"'::-:-:-:--~-:--- • ~ --- NOTE: {FOR THIS SHEET) m INSTALL 316 MULTIPLE ORCUIT WIRES [21 EXISTING SERVICE .CABINET. #121 [JI EXISTING SERVICE CABINET· ft 38. • 4 FOR GENERAL NOTES AND LEGEND SEE SHEET E-1 .... 309 1/) ... + HH .-~-~ :-'·.:, ,' . >;.. 1/) m + ' ·;•,• 40 41 42 43 310 HH • 2tJ 209 •NEW HH 44 FORD 0 M + ROAD 211 . i , •. ./. : -.,?/· (· ·, ,.: . •l, ,..,.,:. 2926 2928r-------, 2927 2927 '------' CIRCUfT DIAGRAM CIRCUIT NO 121 ~~\ • ~\\ 08 47 HH 206 205 0 <O + QCM RnEASe JUN 09 m\ FOR CONSTI\UCTIOt( THIS PLAN ACCURATE FOR ELECTRICAL WOR.K ONLY -48 .· .. ··, , . ~ . ~:;. ·1 :: _'· ..... ' ••• ~ < / I • ~ . CONmlUC1l0H . LIGHTING PLAN E-4 rRO.l:IOTNO. .. f .... ~ , tt -~ ~ -~ I!! -~ ::_:~< :~ ,,. . ' • -- I ~ L In :{_ .:.,. • -~ ;,~-,~.--;,_-. __ • • ... ,,. , ".. • .. .. ' ;1:,··.; ·fr.vine; ·,_Callfornlo 927-14--.. · ·:;,-,: · °" c~ ' ..... ___ .,._ ti , ; , _. ·_:,·· :; ·:.~j -._, ;;~-: ,. "' . ~-,....-_::. •• --~~·-.. :;~~-•. : .. :,· ·,,,. ~ ;J, ... ~ .... ' '. ,.,. ," . ' -. j~ \; • "' , ·' 1--, . .. •.--: ,. HH NOTE: (FOR THIS SHEET) [Il FOR GENERAL NOTES AND LEGEND SEE SHEET E-1 TH!S PLAN_ A CCU RA TE FOR ELECTRICAL WORK ONLY QCM REW.St JUJI 09~ fOII CONSTRUCTION "° .. , ,, . C0NST1'JCl10N LIGHTING PL·AN SCAL£: 1•.50• . E:-~.- .,, /{~,: •• ~/1·';,:_, -... _. ', .. . CONSTRUC~ON NO~S: ' . • . ' El -INSTAU. .l~C. 'NPE -"'H· SER\i1CE RISER. (!J •• WHEN RELOCATING ·oo REMO\i1NG TO SALVAGE ·_. SIGNAL HEADS. REMOVE MAST ARM, CAP· -~AST ARM BASE; ON Pqt.E. • 2 J 4 ,r---i I l ............ 5 a 7 8 l • __JI •--··-l I -i • PROPOSED PHASE DIAGRAM --- .-. f~-1·,, :• . .--~ ... _ ..... ~:¥-) ~i~~i -------- ----=--' ' --AB • • -. . SSIVAll( • INSTAU. 11"C, 6-0LC ·:.!.- GENERAL NOTES:.:. 1. , TRAfflC SIGNAL AND .HIGHWAY UCHllNG CONSTRUCTION .Sl:fAll CONFORM TO STATE OF CAUFORNtA . STANOARO SPECIACATIONS AND STANDARD Pl.ANS (OAT£0 MY '!i2) &: TllE SPECIAL PROIASIONS. 2. UNLESS SHOWN OlllERWISE, NEW INDUCTIVE LOOP~ SHALL BE 6'XC' V.,lH 10•. SPACING IN THE DIRECTION Of TRAVEL NECESSARY STRIPING SHALL BE LOCAT£0 PRIOR TO POSITIONING DET£CTORS. J .. NEW CONDUIT SHALL· BE 2" UNLESS SHOYM OTHER'MSE. 4. . NEW PUUBOX SHALL BE #5 UNLESS SHO\\N (?THERv.tSE. 5. CONlRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. 6. 'EXISTING CALTRANS I.IOOEL 170 CONTROllER ASSEMBLY YttTH OETtCTION AS SHO\ltff AND LIISCE:LLANEOUS INSTALL lll"C,J-OLC n·c. ·2-DLc SIGNAL PLAN E-8 AUXILIARY EOIJIPMENT IN I.IOOEL 332 CABINET. .QCM Rn£Ast • SCA~·.1~2~ ·• 7.. 'EXISTING TRAfflC COUNT.FACILITIES' IN 1)1>£ 1.1-1 CABINET V.,TH MOOtFIEO TYPE n SERIACE. JU/f 09 fl9t 8, EXISTING '()'PE UI SER'v1CE FOR TRAffiC SIGNAL 8)lt ~ ~.-r =~,. • <" '---'-'-'_:_, .. ., .. ·;.., CONDUCTOR AND CONDUIT SCHEDULE AWG OR CABLE #14 110· DlC 1111 02 0.3 05 06 07 08 02P 04P 06P 08P 02 PPB/BPB 04 PPB 06 PPB/BPB 08 PPB/BPB PPB COMMON SPARES TOTAL SIGNAL· COMMON· lUMINAIRES. 1.S.N.S. ., TOTAL SERVICE 03 DETECTOR 0 4' DETECTOR 0 5-·. DETECTOR 0 6 ·DETECTOR· ·07 DETECTOR· . : 08 OETECToR • TOTAL J 3 2 1 f' J • 13 1 ':'"' 1 ' 2 -. INTERCONNECT. CABLE .. E. -• EXISTING. CONDUIT • N .. NEW-CONDUIT • J 3 3 2 2 1. . 1 ·t J 19 1 ·2 2, 5-. ·- ·- 2 (ALL CONDUCTORS ARE NEW) J J J J 3 - 2 2 1 1 3· 25 ·1 2 z: ·5 .;.•, ... -- ~ -· .... '2,, 2 'J J J J J J J 3 3. 3 3 3 J 3 3 J J J J 3 3 3 ;.. ,.;.. J 3 2 2 2 2 2 ·2 2 2 2 2 1 . ,, \. . t t l 1 J . J. J 3. J 31 34 8 25' 25 1 t t ·1 ·,2 2 2 2 2' .2 2· 2 5. 5 5 5 J ·3 J' 2 2 2 2 ·2 ·2 2 -.• 3· J .2 ·2· 2 10 J 3 3 J J 3 3 6 6 J 6 6 3 6 6 J 6 6 J 3 J J 6 6 2 2 2 2 2 2 2 4 4 2 4 4 t 1 1 2 2 t 2 2 t 2 2. J 6 6 40 65 65 t 2 2 2 2 2 2. ,- ·s 5 ... 2 2· J J J J· J 2 2 ·2 4 4 ·2 2 2 J J ·2·. 2 2 2 2 4 9 19 4, .2J -- POLE AND EQUIPMENT SCHEDULE STANDARD VEH SIG MTG No. Type Sig I.I.A. Lum M.A. Most Pole Arm 50' 15' 0(N' 29A-5-70 MAS SV-1-T MAS (2)(R) 1-A TV-2-T @(E) JJ 15' (N) UAS ISV+T:~N ISV-1-T N (4)(E) 24A-4-70, 35• 15' I.IAS sv-t-T @CE) 1-A TV-2-T ©er> 1-A. TV-t 0{E) 19A-4~,70 Jct MAS sv-1-r• ©CE) ·t-A -· TV-2-T {V{E) JJ MAS ®<~) 29A-5-70 15' MAS SV-1-T @CR) t-A TV-2-T @(N) 4•~·s· (N) NEW (R) RELOCATE (E) EXISTING PED SIGNAL PPB MTG 0 ARROW 0 SP-1-T SP-1-T 4 -2 SP-1-T 4 - SP-1-T 6 - 6 - SP-t-T 6 - SP-1-T 8 -6 -:- SP-1-T a - SP-1-T 2 -a 2 - BPB HPS ARROW LUMINAIRE 400W - 400W -400W - :--..., -tOOW - 1.1.S.N.S. ' •MacArthur (N) Ford (E) MacArthur (E) Ford {N)---.. , SPECIAL REQUIREMENT .. v NO FOR SIGNAL EQUIPMENT LAY~T SEE SHEET E-6 JHtaPK!'WNUII ~ ._, C0NSTIIUCTIOH ~• t _r SIGNAL PLAN E-7 . NO SCALE i.,!.., _,______ V • ..... .! •· ~ ~ ~ a ~ .!- ,, .,;.: -~'-i;! II> ii ~r w· . o· ... ; , • < ~·;1 -· •• ,.. :---. ·., < -, --;; .. ";-.,_ .3 16 J 3 ..: J 16 J tt2P 2 2 2 2 2 2 2 I 14--1-•6_P _______ ..__'-l-_.;;:..4---1- .f8P tt2·PP8 •4 ppa- t16 PPB "16 PPB t12 BPB tt4 BPB • tt6 BPB 16 BPB PPB & BPS COl,O.ION IISNS SPARES· TOTAL 114 LUI.IINAIRE SIGNAL" COMMON. TOTM. ftO • 11 DETECTOR f2 DETECTOR •J DETECTOR -' TYPE '4 'DETECTOR '~-C' •• 15· DETECTOR DlC. f6 -DETECTOR •7 DETECTOR . - f8 DETECTOR TOTAL DLC •• CONDUtT·sitt: .NOTES ·THIS Sl:IEEi -- l f_ 1 l - r • ' ,1 .i ' 1 J 3 J 2, : Jt 24 2 2 2 1 1 1 J J' J" ·2 J 2 2 2 J 1 J. 8 5 3• 3• J J J 6 4 4 2 4 2 2 2 1 2 2 6 '71 2 .2 J 2 2 J . 1 5 19 PROGRAMMED VISIBILITY DETAIL NA. NEW FORD : 1-tt2 ':-- ·2-•2 1-lt5 (FUT •5) __,_ 21' c. 405' TO X-WALK 21•c. 1 IC 25 PAJRl22 PE 39 HYBRIO 18 ABER (12 SINGLE MOOE, 8 I.IUlllMOOE) INTERCONNECT° CABlf TO v.t:ST CONNECTOR (1125 FT) -~ --:_,. :,lRAfflC SICN-'L ANO-HJG!iWA'I UCHl'IN~ CONSlRUCllON SHAU. CONFORM TO STATE OF CALIFORNIA ··, ... , STANDARD.SPECIFICATIONS ANO STANDARD P~S (DATED .M.Y '92) AND lHE SPECIAL PRO..,SIONS, , '., _. ~D QTY.Of. 11~,._,NE_STANDARD SPEanCATIONS (LATEST REVISION). • - • • -' i COtlOUCroR SCHEDULE IS FURNISHED AS AN INSTAU.A llON GUIDELINE ONLY. IT SHALL BE Tl-IE .' CONlRACTOR'S RESPONSIBILITY TO PR0\.10E TI-¾E CORRECT CONDUCTORS REQUIRED FOR Tl-IE • ~TENO~ OPERATION. • -• • 3.. UNLESS SHOv.ff OlllERWISE, INDUCTI\,f; LOOPS SHAU. BE 6' ,. 6'. WITH 10' SPACING IN THE DIREC- TION OF TRAVEL NECESSARY STRIPING SHALL BE LOCATED PRIOR TO POSITIONING CONDUCTORS. 4. ~LL-CONDUITS BE1\'w£EH ADJOINING PULLBOXES SHALL BE 2i• UNLESS SHO'MI OTHER'MSE. AU. ~OUITS SHALL BE INSTALLED AT 30• MJNII.IUI.I OEPTI-l 5. PEDESTRIAN INDICATIONS SHALL BE SOUD STATE (SEE SPEOAL PROVISIONS). IS. UNDERGROUND SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. 7. All VEHICLE INOICATIOHS SHALL BE t2N. All NON-PROGRAl,II.IED LENSES SHALL BE GLASS. IS. ALL PULL BOXES SHALL BE f5 UNLESS SHOYIN OlHER'MSE. - R/W ,_ Cl) < w ,. ·I • I FUTURE t SffilPING I I I I I I l r 4 .. SEOUEHCC 'M ltt CAU.S OH All PHASES DETECTOR SCHEDULE SOISOR UNT OUHNn DCl!CTOR 405' TO X-WALK ROAD 1 I J-•2 2 SPAAf 2 l ,., ' (ruT 2--6) 3 I ,_ .. 2, . 2-K 4-l 1-,1 • SPAAf --------------------------5 I .J--.. 2 SPAA£ 6 l , ... , • •C 2-.i 2-11 43 '· -. 7 I ,_ .. 2. • ~ .. 8 'l 1..-3 -. -SPAR[ 9 I ... , ... 2 2 .... 2-f2 -10 J •• SPM« • .... SPA/If. _11 .: ' ... ,UllJR( '· 2 •• . • ,UlUlt( 12•_:,;._ ;:-J. .... . SPAii£ • ... ,_ .. 13 I ... 2-H 2 ... SPAR[. '• ~~•, .s ... SPIN. .14-• ·-d/ if .1-f& '· ... ' .; •• ',15_ ' . C . ,, .\ ... 2 -.... ·2-.e ,s..,a • l)(lA y CALI.. •CAtJ.HW>: .... '" ·-·.s·-• SPA/If. : _·uL: -' •. SPAii£ .._ S'l'SlDI ~ -.. --SCE 'SERvtC[ 21.•c. IC l~C. J-DLC • ,-_··---:-. _. <: .: ~ omcr,ORs T~-et: GREEN CATm ,.-• ,. ~DATA , HO. n,,t HEICHT CD 'Jd .©- 24-+-70 'Jd lo' 'J/1. 1-A 10' 0 3(/ 10' H.P.S. V. Ull,I 15' -'' 'Jd ,r 2:IO 50" 15' 2:SO POLE SCHEDULE-• SIGNAL IICUH~ \Of -, MA_.'. "1) - SV-t-T 2 UAS 'IV-2-T SV-1-T TV-2-T SP-1-CS • All EQUIP\ICH T SHAU. BC HEW • • 0 P£0 PUSH BUTTON 'Mllf 8ICYClE SICII AHO SPECIAl. TIMING CIRCUITIIY P.fJ> PUSH BUTTCN POU: l.OCAJIQN i--9 C H 12' "' 22' -2.5' - QCM R£LEASI JUII O 913911 S,IGNAL PLAN SCALE: 1•-20• ~?ii ?;;· li R 0 i ~ -~ ·1 ~-. I&. . w ~ ~ ; ·: - ,6 ,1 ,a IJ2P f4P 2 f6P 2 IBP f2 PPB ;_ tt4 PPB t I 14 f6 PPB 1 f8 PPB f2 BPB . tt4 BPB • ·.·t • tt6 BPB 1118 BPB .- PPB & BPB COt,O.ION 1 HSNS 1 SPARES 3 TOTAL 1a 2f LUUINAIRE 2 f_to SIGNAL & SIGN cm.0.100 -t TOTAL 110 .l fl DETECTOR IJ2 DETECTOR. fl DETECTOR -· rn>E'. IJ4 DETECTOR · .• ~ C f5 DETECTOR OlC f8 DETECTOR f7 DETECTOR ' t ,a DETECTOR .,. TOTAL OLC . !$ CONDUIT S12£" J • . l J 2 2 2 t t t . . t· J Jt 2- . \ J 2 .. .. -4• - J ,t ·- ,o ·J; .;. J 6 2 4 2 2 2 2 2 1 t 2 1 2 3 6 24 71 2 4 f 2 J 6 2. 5 5· ...; 2 ·-4• 2 2- 3 -. 1 . 4 ·7 23· 3" IJ-3 PROGRAMMED V1S1BILITY DETAIL .A. NEW 2~•<;. 2-:-DlC __ _ I · ~ 240• ro· · • ., __ .,, ~ X wu11 . • SEE NOTE 12 ... . -. ~ ~, ..·..;·, :_ 405' TO . __ . . .. ; a! , .. ; . ' ·,,. NOTES nus· ~HEET -. . ___ .. -. . ..... : • .--,.-J :--x-wAu< .• , . . • ·:',ti ,. o -.... 1. TRAFFlC SI~~ m~.HICHWAY~~TINO,'CON·smucn~ SHAU. CONf'OQLf' ro· STATE Of' CAUF'ORNIA':. . 51-•. • • 'STANDARD Sf>ECIR~TIONS ANl).ST~ARO.-PLANS-(OATEO ,AA.Y,'92) AND''JHE SPECIAL PR0\1SIONS. :. •··._W ::, ~ ,')10-a~ Of'..'UMNE.STAND~:.~EClflCAn~_s',(LATEST,R~SION):·,., :· ·.-::-.: ••.. / ._· ••• ' • ::,:· .. ~t .• ,.•·-.• "t.. ...... 2. CONDUCTOR set-lEOUlE 1:f°MNISHED'AS··,i;H ~STALLATION.CUIOEUNE' ONLY.. IT SHALL:'BE -ll-lE' ••• ..:·_' :'8 • '•,' CONTR}.CTOO'S _RfSPONSIBIUTY TO PRO'w10E 'WE. CORRECT CONDUCTORS REQUIRED fOR ll-lE - - • ' INTENDEDOPERATioN:_.· :· ': <·.:·;.,'-.·:· :" -·' -·-.,_-._. • .. -·,· _--.· • '·---·:. .,, ... ,:'···· ·t, ,•. / I .. f. / I 211·c f'OR/cONOU I I R[ ,· ·, ·: -j'··\ ·:,·._, ··'' ,.: .. . .,., . ;:'. J. 'UNLESS SHOY>ff"OTHER'MS£, INDUCTI'JE tOOPS SHAU. BE: 6~ • ~-v,mu'cf SPACING IN 'rHE OIRE:C-.'.. ·_: ,·, ... llON OF lRA\1:'.L. NE_CESSARY ~~o SHAU BE LOCATED PRIOR ~o P~llONING CONDUCTORS. • • • --:-'";:--::-;--"7~~====-=:-::~-::::} ... ..:..!J\r..J-,,1..._.L_:-_.:._.,.::-:...---_:---_:'}/_:-_-_--_.J_L. -4. All CONDUITS BETWEEN ADJOINING PUllBOXES SHALL BE 211• UNLESS SttOWN OTHER'MSE. ' ·]· .. AU. CONDUITS SHAlL BE INST~Q_ AT __ JO•_ UINIIJU~ P,E~l}i. ., 5. PEDESTRIAN INOICATIONS SHAU. BE ·SOl.lP STATE (S£E SPECIAL.PROVISIONS), " I-pu...:;..T<li'l'Mi<~w.;.fu,.,,...-1-~4 . . .. • . . . (/) 8. UNDERGROUND SIGNAL U~T-CONQUCTORS SHALL NOT B£ SPUC£0. • ~ 7. ALL VEHICLE INDICATIONS. SHALL. BE t2•. ALL NON-PROGRAU~EO LENSES .SHAU. aE GLASS.. IIO .... ·t .. I N I, ~ ~ ... SEQIJENCE 'M 1ll CAUS CH AU. PHAS£S 28 2-'1 405' TO X-WAU< R/W 2ll~C. 2-DLC. TELEPHONE DROP i 3~• I >< 25' © 10' JO" ,O' '10" DETECTOR SCHEDULE SCNSOII UNIT OW4Nfl DCTCCTilR 2-1116 1-1116 39 11 1--..;;;.;..;~;:;.,;:;;="-"'--•) I CONNECT CABLE TO • EAST CONNE~TOR (112~ f'T) POLE' SCHEDULE • H.P.S. v. LUU SICHAI. MOUNJIHO . • MA . P£D 250 ·~· 2SO ·SV-1-T 2 MAS -SP-'f-CS -.. -TV-2°-T -•• 12' ~ SY-1-T 2 MAS SP-I-CS TV-2-T ir 2~ sv-1-r 2 IIAS SP-1-CS lV-2-J SP-I-CS l I ._.z 2 • :i.-•Z 2 l (llJT 1-•5) • Z-,S 3 I 1-H(NIJ-H) 2 Sl'A/1£ 4 l 1➔7 • $PAA£. 5 I .,__ .. 2 sPA/1£ 6 l 1-,1 • 2-•1 7 I .,__,11 2 ,-fll 8 .s I-fl • 2-•l 9 ' .... i-,z :I .... Z-•Z 10 l •" J-•:t ..... SPAii£ 11 ' .... CFUT I_..) :I .... (fllf 2-114) 12 .s .... SP-'-'!£ ..... ,_ ... ·13. I •" l-.. 2 .... SPAR£ t 4: ' .s .... >-.. ...... ,_ 15 I •• :r-•• .. 2 .... • SPAR£ 16 l • SP/>11£ • • SPAA£. t Oll.AY ~ •. _::; : ~10,l.aJ)~ :/ PED PUSH BUm:W P0l£ LOCA TICK: QCM RnEASE JUN OS~ [ iJ' ':' •• ,r 12' tt· C N .twt: "A" Sl0lf 2.5' "I!--,.,,~ 11.r· ;I· tJ' u· -,. Z;!5,' ...... ~ •' ··• u· ., ... '? ;_; 2.5' -"HH ,_ Re(' II' 2.,· 12' 2.5' SIGNAL PLAN SCALE: 1• .. 20• E-9'.-, •, ·. :."'a::. , ' ". . ,w SER~CE V.,RING DIAGRAM 7' .••• ~~ NfY SIJMa: _, . Cf _coc,uT en - TllCOlffllOU.VICANT . . :,, 1,/ C. JOPOIIOt IIIAltilO. ,u coc,ur, PUal) 10 .. ~ § • O(M <:I COITIIOUDI __ ij§ij'.· ~LOAll84T ~~~~~~r~-;-;~j-;~t-~-~~{1~~~~~,----~lc.:r,'rwu· CONTROLLER CABINE_T -& MQDIFIED: TYPE Jr .SERVICE , .. BU<. . DETAIL #1 ,-------------~_;~ OuplH 0.U•l , fS· -· f. (No G.F.1.) r-4r-,,,_,t._ __ -""" __ _;_ ____ ;..... __ Cob"-1-~l ,,_ ,,..-r~"------------0.teclot Pawer Gnd. 8uL P<lUCf; PANO. i....+--1f--+-===---t....J._ Slop Tme Out '---------fl<>oll Roloy '----t---~::.:.:.-_-_-_-:._-_-_-_-_-"""" p- A.C. Common . A.C.+llghu EE:3 Bus TYPE 90 CONTROLLER CABINET WIRI_NG POLE LOCATION CODE ( EXACT LOCATION BY ENClNEER IN THE flELD ) DETAIL #6 LEFT VIEW FRONT VIEW RIGHT VIEW FIBER INTERCONNECT UNIT (FI_U) 1WISlD> PAIR JUUPERS ~ nnsTED PAIRS (2 PAIRS) t~p-, 9~ ovr TO ltlC llll.0 -··.• • : ~{}; . ·::.:{:.;-;,? ,:·,.~;~~~>~;~;~-,;;_:~<.:. .. ::, .. :'.,, < {PLAN$.-.APP.RoVAt _.: : .'oitt .. '\·:-_; .-~-~--:·~-':'":""""-~--· _;;;,;.-. ;,::.• ;.:\ FPt . pl)d. As,;,clotes: Inc: \''.•· 10 .Corporate-Pork, Suite..i.3 lrvlne. Cotrfornla 92714··, ' • TRAFFIC SIGNAL INTERCONNECT BLOCK : • ,_ (TSIB)- DETAIL #5 PHOTO-ELECm1c CELL IITTERCRAL TO SICN flXnJRE SECONDAAY TO flOUR. l>.I.IP I . , PULLBOX TO OTHER SICN LICHT BAUASTS AS REO'O SIGNAL & l.lCHTING SERVICE' CIRCUIT BREAl<ER & UAIN SWITCH BOX #14 AWG SIGN CIRCUIT ILLUMINATED MAST ARM SIGN WIRING DIAGRAM NOTE: DETAILS APPLICABLE ONLY WHEN CALLED FOR ON SIGNAL PLAN .OC:lf RruAs( JUN 09 m\ NO Rlll • ~. ..: SCALE. E-10 • I l r • ! . ·.,\ , . i' .:.1.; .~:·ts -·~, .• ,.·•-• .r, ~ ~. • • ~-, • • I '• . :, ~ ,. -,' ·--.· .. \ ~-_.~\ ..... , . •:• ,--'A ' .. '~-· . ,• ,"'. •. ,.. .. :: --~ ..... _ '. ,.;:. ,. . . • --i-.·• ,~ 2~0 ~--.--...---"T---r---.r--r--..--.--.--.---r----,--~~~--.-r--rl.-.-~--;---r--r-~--r--,__, AVW ; R/W I .! I i i I 150L--L-.1.--L_.,__i__.,_.....l..._.,_.....J..._.,__.__,__.__._~-~~-._ ___ _._ __ ~----- O -40 80 120 -120 -80 -40 4+00 '"I" I I I 200.1----+-t--+-t--+-t-r.-+--t--+--t--t--i--t--i--r-i--r-i---;11r-1,---r,---r-i -..... , .. r---.......... t..: ...... I' ····••••• ID ~ • IQ .... ID a, • ~--~ .. -<•• ~ i -:~ : " - .·•. (;:t--1...:--..i:...-.1.--L----J--L--'--_.__..___..__.......____._....__.____. _ _._ ___ .__~--:-----~-------:-:-- • ,,>·-·120--80 -~ • 0 ~ 80 : 120 6+00 1 8 200 160 240 200 160 240 -,-.....---..--~,,_-,,---,,--,1--,--,.--,---,-----,---,---r--"'--r--r----r--r--r-..--..---.--.---.--,---,----, I I ,,. ,-' I i ! I ! I R¼ I I I I 200 ~,-+--+--i----+--+--+----+t--+--+--+--t---1r--t--+--+---t----1--t----t---r---tt----t--r--j--t---t---i---; V ' j.,:,,,· --'1f--1--+--4---!--f--t--'1"'"-1-t--t--t-+-t--1.._~. ----... v vv-i V r -~ ..---...... v i / .r :.--.. --,---r 1601-~\:;±:~..,,-,._"+i---+-+-+-+-+-+-+-+--r--+-+--+--+--t,..,..~......--.--+ . .J~-:r-.F-t--t--:t--tt--t:---t--t--t--t--- --,... __ .::::-r -r--,. ..,.. ~ ,... .... --r-... 1--.. ~ , ... r---_ -r---:---/ / ----~ ....._ / 120 ~-J---i--l--+--+--+--+--+---+--i---ir--+--+--+--+--+--+--t---lr--+--+--+---t--t--i----t---;--; -120 -80 .. ,f ID N 10 ~;t o· 8+00 REMEDIAL. EXCAVATI~N LE~D . ~ f, • .. ------ESTIMATED REMOVAL DEPTHS GRFATER lHm '2f 80 120 240 200 160 120 ,-.... ---··· t '· TO 2'. REMOVAL DEPTHS BELOW':. EXISTING GROUND OR IN-Pl.ACE PROCESSING· AND RECOMPACTION ,,,.,,.. . 11. /JmJ ,,~- FORD ROAD CROSS SECTIONS QCM Rfl.£ASE JUll 09!19\ Ftlft CONStJll)CTIO,t SCALE: VERT. 1"•20' xs-·1 HORIZ. 1• •20' Pl.ANS FOR THE. IMPROVEMENT OF • Ford Road Extension· And Reallgnment l'flO.ll!C:T NO, - ·, ... ,,. ... , ~ B ~ B u, ] ~ • ~- ~- '~ ?ii ~B ~ ~i 0 ffi h w 1,1. a . IX , 0 CL ~ • -200 200 160 120 - 80 -200 -- . -160 -120 j I I t .. I ,. -,_ r-------'----. , -160 ...;120 I ! N q --~ co - ---60 0 40 10+00 R/W I' I I I I I I --~/ V 11rlll I // VIVI VJ ;,,-- ' .- I / ._ -----~ ',r • ---.. .... --~--.. ~ --.. co io in d -" -- -80 -40 O· 40 12+00 R/W t-- I I I 80 -~ . ·• 80 _L.-- 1- I I -i I I .. -f------ ,. .i-h. -- I I ! ' I I I 120 . ! ! i I ; l I I I I I I I I t . --·--♦ , . 120 DIUlWNl'Y• fC. ~ -- 160 I -· ------ 160 l.-J -~ 200 - 160 120 200 200 160 120 - 80 200 rNA ENGINEERS 12 ORA., __ .......,.. QCM REl£ASE JUN 09 Im F0ft CONsTRUeTIOft --- PORO ROAD CROSS SECTIONS SCALE: VERT. 1• -20• HORIZ. 1• •20' PLANS SOR THE IMPROVEMENT Of Ford Road Ext~nafon And ReaUgnment XS-2. PAO.I!~ NQ. 14191-MC etaT_!l;i:. L ; .. •• "' ·. ~-;~;_;~_:, • .;· ....... +:-·· ..... .. • • • 1ii f;) 1/) ~ Q: ~ '1ii ~e ::,Z 31 ffi _ ... .,. ... . ..... :~,.~ ~:? ~~ -:-."".• :•-:,, 8 ~ Q: ~ ~ ~ s· 0 I -1· t;. w a ·. er a G. z 0 ~ Ii: a: fil ~8 lft.i . _;, . 120 I _,. _l.---1-~ I 80 -200· ...;160· ·1_-.. , '. I-i 120 -200 -160 •. I i.- I -120 -120 \' ~-?-•••. ..r-: l-•• ,, -80 -80 .. •:-: ;~ :-\ .-· J~;' I_.;--- • --40 --40 I 1 , I --+-I--, l 0 80 120 14+00 I') I ID LO c-l Ill ID ID 0 -40 80 120 16+00 1 8 II L , .. 160 :• 120 ':---. ../ r--_,_ _v ; l I 160 160 P'I..NtlNIIPAMDaY, 80 200 200 160 120 200 121 ORA .. I ,. ·I I , ,' . ·:: . ~ .. ·- :• .. '· .... QCM RE~ JUN 09 m\ EOII~ ,l'il,I _, -FORD.ROAD CROSS SECTIONS SCALE: VERT. 1"'•20' HORIZ. t"' •20' Pl.ANS FOR THE IMPROVEMENT OF Ford Road Extension And Reallgnment ,.,,.,,. 'l<JIP XS-3 .PROJEOT ~.-: 14191'-MC. - ' . • I ,-; ~ ~-t;~1~:~~:'------ ~ 13 Ill ~ a 0: Ill ~ ~ 0: • ~ 't ?ii ~8 8 ::,Z ~ ~~ fd 6 z 0 i::; if ir a:: 13 (I) 8 0 i ~ i5 8~ ' I \ , • I '~ .. ,. 240 I 2001--4---l--l--+~+--+--+--+--+-+--,f---'--+---+--+--:--+-+--+--+-+--+--+--f--+--+--t--+-+--+--+--cr--+-+---+--+-+--+--+--l RIW i t-R/W -----,--,, -,-I --i-r· ----i L I -1-------1- 200 160 160 I co 9 Lil 0) co I 10 ,co -,- -200 -160 -120 -80 -40 0 -40 80 120 160 200 18+00 ,~ 2.w,,---.--"T"""--r---Y---r--,--,--,-----,---.---,---,--r-,-r-.--..----,--,--'j~----r-...---,.--.-.--..--,---,---.--,--,---.---,.--.-.--,--,---,--..--, 2'4-0 I I I ~ 2001--+-~---!---l--+--l--~-+-~f---+--+--+---+--:aRhfW=-l---+---t--t--t--+--t--t--t--i--t--±lt,-r.;/W+--+--+--+---,f--t--t-+--+--+--+--f---t--l200 _I I 1 -- -·7 -.----,... -----------+---!--:~-+--1--+--1--i--+ ........ .,, I I I 1601-~-+--+--l-~--4--lc---+--J--+--+--+--+--+-+--i---i--,r--+-l--+-+---+--+--+--+--,f--t--l--+-+--+-+--+--+--i--+--l--+-i I 160 I It') I -0 -d co " -200. -160 -120 -80 -'40 0 '4-0 80 120 160 200 20+00 7 III\ANII ,,,.,,,,.,, • .,,, II 0t:.-r1 COVNIY I HQVn; 1 To'rAi-·Piicm-cr 121 ORA I . I I 1· ~""" Cl0NllllJC:n<JO ----- FORD ROAD CROSS SECTIONS QCM RD.EASE JUN 09 m\ FOlt CONStRUCI1Qli SCALE: VERT. 1·.-20· XS-4 HORIZ. 1 •20' PLANS FOR lliE iMPROVEMENT OF Ford:Road ExtenslQn And Reallgnment l'fl0£Cf 110. ·t419t-MC a: w f t; I w a ci a: Q. ~ ~ • -200 240 200 ,-- - -160 -200 - _.___ >----·· ----- -160 -120 I - -1--.___ ·------- -~-- ---------------- -160 -120 -80 -40 ' l --,---h---· I RVW ~ I -.... .._ 'r-,.__ - t--..... -'----------- --------- -80 -40 \ t, I I-I '. I ,. ! 0 40 22+00 ~C-... I ! f--i I I I t ---I -,__ -1--,..._ -,-~ - I ----·----------·--,--- It) I(! ... J ... ~ OI ... ... ----·--- 0 40 24+00 7 80 120 -I ' i _J_· __ -I R/iN ·--,--l I ---t;,,---1--./ --] 80 120 160 - ------ ._ ____ 160 -._ -200 --160 200 240 200 -·-·- -· 160 200 ,._,,,..Pl'IEPNfUJIY• rNA ENGINEERS t-:;-3-t--r---:---------------1.;~~-~•~v-:__::i:88===-1==1~/::a"=-J 113go Btookhunt. SL, Sult• 100 ~aoEJ • .,. ~ ;i~ Fountain Volley. CoJlt. 92708 1---<--+---+------------------~==-=:!!..:::;==J.====-I OATI .,......., .... _!:!!___~ NO. DATE :, , . , • " REVlSIONS . .; . . · · · 12 ORA rt/A ENGINEERS . 17390 Brookhurwt St. Slilte· 100 fountain Valley, CA 92708 FORD ROAD CROSS SECTIONS QCM RaEAS( JUN O 9 m\_ FOi! CONslJ!IJCncw SCALE: VERT. 1·-20· XS-5 HORIZ. 1• •20' PLANS FOR THE IMPROVEMENT OF Ford Road Extension And Realignment PROJECT HO. 14191-MC 1------~C:....R~O.::..SS:,_S_E_CTI:....O_N_S_~c:-::-::::=:----1 -!T~8- IRVINE CITY OF PUBLIC WORKS DEPARTMENT E,{ • ·, ··,. ,"·• ., •.' .. : ,, -•• ... -r---:;--. -.----~ 2,40 ·.: ... 2,40 --~---....--.--..--.--,---....----.----.--,--....--.---.--...--.---.---.---''~'·......,,-,-,-_:,,,,~·-·-'--,,_--~-...---,...,;;--,.--.-----_;,,..:_..:.-...---.-~----~ . ,, l ~, . '• . ,.· ' \, ~ '~-> ~:':,~} ,-.! ••~~· •._ ~ .. ~·•:~•'tA•{ • ••• )C ;•,. ~· • , Ji 1 • . .-·•:, • 1--lr-'"-t ·: -<·-;-... : ~ -':• '' ; .. :::~·::{,;A°;;}))\\_;,_ , .. t ... 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WIA EN~INEERS OISTI COUHTY I ROUTE I rv;,1 Mll..!..'i.. j:.Ht.~11 IUIAL TOT~ PROJE~• NO.ISHtt"l'!I 121 ORA I I --00Nll>IJCIDI --.c V FORD ROAD CROSS SECTIONS I I , QCM RELEASE JUN 09 m'a fOR CONSTRIJCTIOt( SCALE; VERT. 1·-20· XS-6 HORIZ. 1•-20• PLANS FOR THE IMPROVEMENT OF PIIOJIECT HO. Ford Road Extension And Realignment 1-4191-MC - ,. t . I . i : ... ::. ·-h, ....... , :,, ,.,,, R,'W: •.·• ,•·. ' T I ·I I I I • I f J. , ....... . ' . 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HORIZ. ?LA.NS FOR THE IMPROVEMENT Qf:. . Ford Road Extension And ReaUgnment XS--7 PROJECT NO..· u1~i.:.,;,c::.: •t:· ~ a C/1 ~ a 0:: C/1 ~ ~ 0:: • ~ 't t ~e ~ ::,5 ~~ fJ 0 •.. If.,, t,,. 200 -200 2-40 >-· I I I -160 i I I ; I I I I ·1 i I I -120 -80 • -~ \ . ... ._·I·: Ry'W I l I --- 200 --40 0 80 120 160 200 34+00 I I . R/W I 2-40 --...---_L - i / 1.-------:--~-i---------------I --~✓-!::::'----------------200 ~...+--1----J.--,.__,q::=-l-==!=--=!=:..+=::..._i---+--~-+----1F:+-l--t--l--t--t--t--t--t--t--t--t--t--t--t--t--t--t-+:--t--t--t--t--t--t--i 200 I N (0 10 en 0 0 N N 160'--.J..-...l---'L..--'--.._---'--~-.I.--'---'---"'--_.__....___. _ _,__,___,__ ........ __._~ ~200 -160 -120 -80 --40 0 ,•.' 36+00 -40 80 ·.•. 120 160 160 200 QCM REl.EAS( JUN 09119\ f'Oft CONSTlillC'[Qf TOfAL t-'NWECf I NO. ISHfITII --CDalll.Cfta· ··---· --·ott 'FORD ROAD CROSS SECTIONS I I SCA1.£:_ VERT. 1· •20' XS 8 . HORIZ. 1• •20' - PROJECT NO. 14191-MC .•,: ( '". ~ . 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And Realignment \t,, --_.. --.. _, .. _ : PA mi iwA ENGINEERS MACARTHUR s(.vo·.:w10EN1Nc ,. - l'flOJECT N0. 14191-MC B ::•' _' ·• • f. •:•,: <-,..-..,• :~• .• • I • '••~ ' , ,. \ . ~ . ;. !. .• ·' ' :~. . .. ~. •.. . .· .. , ' 18+00 -•1 -•••) I nww,..., I JUll"J... ~NW~c..;1 I 121 ORA I I I I . \ ·. . '._"· \,:}', :_· -.. :-. ;_~--·':,-~-_ _.-., -~:. : . : . ?ii (ll 0 ~ w a:: 208 :-· Cf.--~--,--------,---.-----.---~---,, 208 L---+-----+----+------+-1 --+---.--+-! --+---t---+-------i 19+00 <E. I. ,,: l • : i (ll ~ ~ a:: . . ~ a '?ii 1ii ~B © ~! ·O w :c 0 I I t~ I/ I 200~"-., I r--.. ---I I -: ----- : ~ II> i I i ~ -7 l 0 --r-I c:i "i I ,..._ -I I • I ---1 U1f--. ·-----+---+-----+----t---s--•r-y•~J ~'--'\Pr-""1---r----+--t------1 ·! ~~ l I 192 r I + 0). I 0 ... "-J I s--6.62,C I -80 --40 0 17+50 -BO --40 co l,N_--1 __ __._ _________ ___._~----' IX? 0, ~N I + 0, o.::::.. 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I 176 168 -- 160 -80 -40 0 ;B 40 : I I I I P\.AHa "'1E'AMD n. rNA ENGINEERS 17300 Brookhurwt St., Suite t 00 Fountain Vall~, Calif. 92708 I' ; t I 168 __ ......_ ---- QCM l!O.£\SI; JUN 8 9 ml FOR CONSrRUc'riot{ 1ilJt.!:. MACARTHUR BLVD CROSS SECTIONS - SCALE: VERT. ,•-4• XS h8 H0RIZ. 1•-20• -z. PLANS FOR THE IMPROVEMENT OF • PQO.ECT 110. Ford Road Extension And Realignment 1419\-MC MACARTHUR BLVD WIDENING r--=-~=-=--=----:::--::--c---------" BHEU.JSL CITY OF IRVINE Pf J.e!r PUBLIC WORKS DEPARTMENT 15 .. cu : : . ··: EA• •-,---,-~-·- 27+50 7ii 8 II) ~ 168 ,-- ~ I ~ I ~ ~ r, ,. ~ C '• g "l__ I i t60 I I '?ii 7ii i I ~B i I I ~ ' ~! -80 ~ a 0 40 15 27'+00 I ~. t; w e ~! a d a: IL I ~ 168 ~' ·I ,,,, U)I .-! ~ "'"'i --- 160 .... I .• -80 -40 0 ,t-0 1 6 3 2 •' -'I ,· •• ,•.:-'..:·•. .• \', \.·.~'1,~: . .-if~:.::,:;..: .. ~::.:;~---..... ~~;-',·J .. ;::•'\1 • . .'-·~•-·_--;.•_':.· ·•-;"-._:'· ·.:··'.•-__ ;•~'-~."!.~ ·.'I. NO. )(}}~1~~~i'.~~~,~~i_.;~~~?~it~~.'/J :..!}i\'i~lt::?-t.::;..: •. :":-:,::::.·L:/ ··: \ ~~·~)0 -=.:::./·,..\:. ~ ;:._::. _ 1168 i DATI: l ! [__ I I I I !"' ! ' 152 ! I I i I ; 28+50. tt' I I I I I I I ' I ' ! ! I ~ I, J Lt.I ~ ' II? co ; II)- ~ I --l ...... I -1---! 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 i I I ----;----,-----i--------+----+----; __ \J_,l __ ~1 __ _j ' \ ! I I I i ! ' i , I i I ! ! ' r 160 152 • PlNIS N'PROV/>4 DATE rNA ENGINE£RS 17.390 Brookhurat St. Sult• 100 Fountain Volley, CA 92708 I : I • ___ _.__ __ .__ _ __._ __ ___._ __ __.__ __ ,__ _ _.:. ___ ..._l_---l1 __ -~r --~l I I -80 0 ,t-0 28+00 ,~~r-~-~------,--.....--------r----.--~. 168 ------------------ l6IO u.DI Mll0NI ..-..rt.tL \ I , -~-;-.--+J---,-j----+---+-, ___; 160 I --!.._ I 1--1 -~-----,-----+----,----+--~sL~c-~~-3~),-~ ---,----~I _'--_! _-_---1 152 ~I -~~-~~-~~1-~I ____ L_! _ _j 152 QCMREUASE JUN D9 W\ FOR CONSTRUCTIOf( -80 0 REVISIONS 40 (Haa,o,;.,. JQL... .1.lli rNA ENGINEERS 17J90 Brookhurat st., Sult• 100 fOU!ltaln Vattey, Colli. 92708 MACARTHUR BLVD CROSS SEC~O~S ·~: SCALE: VERT. 1 -4 XS-9 H0RIZ. 1• -20' PLANS FOR THE IMPROVEMENT Or' ~CTNO. Ford Road Extension And Realignment 14191?~c. ,. MACARTHUR BLVD WIDENING ~--:: 1------------------,--t --T~· CIT.V: . OF IRVINE a-. ..JaC. _ ··'"·· PUBLIC WORKS DEPARTMENT.: ."1;· ·.. ·,· ·•·tS'4··, ~:. f'OR R£1)UC[O PI.AHS 0 I 2 J ORtctNAI. SCAl£ IS IN INCHES .. I~ ~-~1 _ _.__...r_.._____.f • -' ' ,: • · ....... t' _:•. ·. ··;· ----~~:.:~~ Ct.)'·~.--~\~}/-~,~/;{,.'::·: :, -~;;}_~: ·:~ ·.EA -~~:.:.•:.:~\_,/:-\r3 :;-f~ ~-~~/~~~ .. ;:} , -~ . . . ~ B 1/) ~ B 0:: 1/) ~ ~ 0:: 0 -: ~ '~ ~ ~B 0 w ::,Z !-' oQ hl g~ :r: 0 - a: w , I ~ t w f? a d a: IL ~ -• , L -80 --40 : ' 0 40 •. ,-,';._ ... 7 -e 5 .. s 2 1 NO. DATE REVISIONS FOR REOUC£0 Pl.ANS 0 ORIGINAL SCALE IS IN INCHES f 2 J 3 I --IY• PA CH!CIW> ■v. KN 29+50 1lli ,.._,..,.. ~AMO •Y• rHA ENGINEERS 17390 Brookhurwt St, Suite 100 Fountain Valley, Calif. 92708 -\ \ ! \ I Sd~d?-Wtd .. -·~~~ RE~ Cfolf-_ENGINEER • • • ~ ~ ~~,: -----l~~!i "-n;i: ~) i---:-PI.ANS=:;..:,;N'PROV.~;;.;.;.;;"'-;...;;;.~.;.;,;:t'E;;._ ___ ,.t\• r. 11/JIM /• .__ •. ,. •• CMl /~ rNA ENGINEERS '.fl', @; 17390 Brookhurwt st. Suite tOO £' or Cl,\.\\ Fountain Volley, CA 92708 - I I I I ~ ---· -1 160 i -· ., 152 ·-----•----------•---------• . \ ···-·· . -\--• \ '--..._ ......___ --C00IITIIJCn0N WtillC Jll:IUGH lifllialll aaffljlL QWRE!..£ASE JU• I! mi. FOR CO, STIU::Jq V MACARTHUR BLVD CROSS SECTIONS SCALE: VERT. ,....... XS-30 HORIZ. 1• -20• PLANS FOR THE IMPROVEMENT OF PROJECT NO. Ford Road Extension And Realignment 14191-MC ,___M_A_CAR_TH_U_R_B_LVD __ Wl_D_EN_I_NG __ 8IUT .J§.2._ CITY OF IIRVINE "'~ PUBLIC WORKS DEPARTMENT. 15'4 • 0 ~ tu C/1 ~ f;J 0:: ~ ~ 0:: 30+00 • ~ '~ ~ ~B 6 :,'Z ~ oQ ~ g~ 0 0:: w -h -· w ~ a d 0:: 0. ~ . 121 ORA I ~ _-_· _a~· ·~M·!:\r~vc.U:!...l?L rnl.c...UI,____ ~ -----::.~ C,\Yll. ~....,. .,.,, ....... ~ESS191rr. ' lffeJ .. (~ .. U '.l:RRtlllOO> \l. -=Pt.>N:":":'CS~N'f'=RO'l(,,...,.,~-0>.-:re:----j He In 320 _J l r---;;....;.;._;,;~=-=:.:..::..-------4\• E'9 n(l,m ;:· ... IWA ENGINEERS ~~ •• 173g() Brookhurwt St. Suite 100 • 1'(' Of c,.t\\ • • • rountoln Volley, CA 92708 QCM RELEASE JUN 09 m\ F()ft CONSTIWCTl()N. 'lW --·- MACARTHUR BLVD CROSS SECTIONS SCALE: VERT 1· -4-• XS 31 HORIZ: r-20• - a ,......,__,..y. 6 PLANS f0R THE. IMPROVEMENT OF ! rHA ENGINEERS Ford Road Extension And Realignment 1 PROJECT HO. 14191-MC t~2~~===+========================~===i~-~-~•Y!,_· JP~A=w2r2rR~ 4 17390 Brookhurat St., Sult• 100 MACARTHUR BLVD WIDENING f-1 8tEET ~ r::NO.~::DA:;TE~-:---~R:::E::-V::::IS:::10=-N=s __ __:__:__:_~~--!!!!!-!!?.!'!..,~· FfN~· ~13@4 Fountain Valley, Colff. 112708 r_--=-c~,.-;;;;T;;-:Y:-:;:--.· -. _....,,--:::O~F=-_ •. -_ -I R-V-1 N_E _ _J ~..,.Jill_~ -,.. • .. PUBLIC.WORKS DEPARTMENT r-.-, .-:·r<·:.:~.>-/:<~~:)> ; -,, -, roR R!OUCEO Pl.ANS 0 o~c~-SCAU!:'~JS IN INCHES ,.! t J I . .-,, ~· ti .;;. _____________________________________________________________ ----------------·· -----------------------------------------------------, " . I •:j •1:~~ • ' : ~; ,. ,1~ I : ' • ' '' I ' • ,,, .. I ., ', ' l I l ' • J fil I : . ,. . ' • • !'• . •, 1,1 ,,. .,. ,,. ' • j, ' ' j 1•',' I l • ' ' . . I ii , ' t ,, ' ,I ,· eve 10+00.00 Elev 177.12 EVC 22+00.00 Elev 175,99 ~ UTILITY IDENTIFICATION UTILITY TYPE 2 -5" Ducts OWNER None DIST COUNTY ROUTE PDST MILES SHEET TDTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 REGISTERED CIVIL ENGINEER ___ -_3~. 7;..;7;..::~;:__ __ ~~------------=R:/~C~-=-=+0:::_• 6:_1:_:2~7~%:..:_Pe::r_:_S:..:_t_::o ____________ ~~~+=.3.:.:• 5~8:.,:%:__ ~ 1200' vc ~ 2' -0 "x 1 ' -8 11 Opening for 1 2K V L i ne 1 -11,2" E I ectr i co I Duct Southern Collfornto Edison PLANS APPROVAL DATE • !• !IS 19925 BB II II II II II II II II II II II II II II II • II Abut 1 PROFILE GRADE-NEW FORD ROAD 201 I -o II 'LEx I st 48-4" PACBELL Tel Ducts Vories, 2'-0 11 Mlninum at Edoes of Deck tTyp> No Scale 502'-0 11 Measured Alon New Ford Rood 175'-0" 126'-0" TOP OECK CONST ✓di NT 40' (PERFhl#tJ.Z·OPB) 35' W,S. Elev.=100,5 0100 =425.6 CFS <D.R., IWAl a,oo =417.5 CFS (R.M,PP:_·:__•_),~..:::::::~== Boy I et. ,i, Approx Ex I st ,:;.,;~~~:;.-;~--=::::ia..=::::::::~-:::;-;:,-----_ ~LJ _ _ Ground A I ong 1111111111 ':i::-::-~~ <t_ New Ford Rd ti II II II It 11 11 ti 11 11 II II II II II EB H II II II I! II II II Abut 4 II II II ~ <t) ~ City of Irvine PPU1 ■a11■ DII ~. •c Two venture, Suite 550 2' -0 "x 1 '-8 11 Open i no for 9-4" Conduits 2 -5" Ducts 24 11 DI ometer Future Ut i 11 ty 51'-0" Pacific None None Bel I 130\tE Irvine, Collfornto 92718 "--(PER FIELD MEMO NO 2-393) ~New Ford Rood 102 I -a II ' I 14'-0 11 51'-0" 1 ' -0 " 1 0 ' -0 11 8 ' -0 " 1 0 ' -0 11 1 ' -a ----, 1--''=s:....,dwk--:-=:---t--='::-B-:--i k....:::e-t--~-;;;;-'';-"-----:-"-----+---:---"i--..-;;;-;:--:-:--.-==--:-::---t"''"iit~t---;;:S-:::;d::-:'.wk.:--t 25' -a II Median 25'-0 11 8 1 -0 II Tubular Hand Roi I in<i < Typ I Concrete Borr i er -2% Lone 2 Rdwy Lones Prof i I e Grode 7' -0~7' -0' ' I ' 1-2% !-2% 2 Rdwy Lones Bike -Lone j= a. ->, ,. It a, >, I--I- -2.2"t. - Datum Elev 70,00 10+00 , 1 +oo Bent 2 12+00 \I !! !I U II Bent 3 13+00 14+00 And Si dewo I k -~g~:d:~2~-~2t=====~r~::;::::zT~~ Type 26 CTypl - 5'-7" 15+o0 16+o0 (Typl Toe of F 111 Tap of F 111 ELEVATION Seo I e: 1 ' =4 0' NOTE: Adjacent Landforms Shol I be Recontoured to Provide a Smooth and Gradual Transition Between Modified ond ExtstinQ Grode. BB 1 Elev I, I ( , fr Skew Anole 20• C Typ l , I PILE DATA 24" Diameter-CIDH LOCATION Abutment 1 Bent 2 Bent 3 Abutment 4 P i I e -1 00 Tons SPECIFIED TIP ELEVATION 112 ~ to8 PER Nose RE~UESTREFERENCE 74 NO 3.35(SPcC-T/PcLEJ/. =~8) 132 Toe of Fi I I EB 15+06. 00 Elev 165,88 ,i Bent 3 Top Of Fi I I .... = 0 I -Cl) Approximate Exist Ground---~ Cost-In-Place Pres tressed Concrete Box Girder Colurm Type- 1 WR ( Typ I TYPICAL CROSS SECTION Seo I e: 1 11 =1 0' INDEX TO BRIDGE PLAN ASBUILT CElllffllW~:llON: The I~ have been ia lied in substantial comphance wllh the lines and rades shown on these As-Bullt plans and w the quallly cnterta set forth 1n the proiect s Wlcations. Date ASSURANCE: The unprovements have been ~ and found to be accurately recorded ~ lhe As-BUIit plana. CEMRE /4J4 ~ !f-9-1:r , I Date I 12 ' ' 14 ..L I SHEET NO. TITLE TOI) of Fr 11 ,g iQ = I ...,., ...... J !~ Q:JI 'II"' -./ APPROACH ,, .., • r- ~ 0 - I I (') 4 1-/J) (PERl7Eit?HE;J.ftJ/i/tJ. 1-319) ~U..t-----+----8RIOGE \ I )'·._/·· . Toe of Ft 11 .,._ iii ·~fl J~ • ~i ------=r----.------PLAN FORM //0/0AREA BY WRAPPING CXICT ---- WITH ISL.8 80/L.OING PAPER ,1/i' "ALL AROUNO Mil✓. DESIGN DETAILS " " OUCTEXP.JOINT !½" MIN. e. Yach CIC ... D J. Krotochvi I ocan \: Scale: 1 II 40' ~ ~ C:i ii'; LOAD FACTIII M. Mohseni DESIGN LIVE LOADING1 M, Mohseni .. LAYClJT B. Yach 76 ... --='-'----= -- Top of Fi I I Toe of Fi I I CURVE DATA -NEW FORD ROAD 6. = 22•00'08" R = 1800.Q0' T = 349. 92' L =691,22' HS20-◄◄ AND ALTERNATIVE AND PERMIT DESIGN LOAD ... -- .... Released for Construction -. . Date NOTES Ci) Manhole Access Throuoh Deck Slab For Futul"e Utility§<Typl Light Pole Support Location S-1 S-2 S-3 S-4 S-5 S-6 S-7 S-8 S-9 S-10 S-11 S-12 S-13 S-14 S-15 S-16 S-17 S-18 S-19 s-20 General Pion Deck Contours Foundation Pion Abutment 1 Abutment 4 Abutment & Wlnowol I Detol Is Abutment & Miscellaneous Detolls Bent 2 Bent 3 Bent Details - 1 Bent Detotls - 2 Typical Section Glrder Layout & Prestressino Detolls PTFE/Elastomerlc Beorrnos Joint Seal Asserrbly Expansion Joint Armor Detail Structure Approach Drainage Details Deck Drainage Details - 1 Deck Dralnaoe Details -2 LOQ of Test Bortnos QCM RELEASE HAY 038 LiQht Pole Pul I Box, CALTRANS Type 9A FOR CONST.RlJCilQH For 'Gener"ol Notes' See "DECK CONTOURS" Sheet. Deck Drain BRIDGE NO, 55C-619 NEW FORD ROAD BRIDGE NO. 1 GENE FOSTER QUANTITIES " w••~• .. IIIECIF ICAI 11• ~~TRANSPORTATION 1•.....,..~ez;µlCQRRIDOR AGENCIES TCA CORRIDOR MANAGER -GENERAL PLAN L. Dickson L. Fellows 11-•• L. Dickson ~ v. Wismer ............ .., ________ ...., ________ ....,;.....;;;.;...;.,_, ....... _..i... __ ;;;.;....;..;;;.;.~.;;.;;.-.L.. ___ .._ ________ 1..::;::::-. ______ .._"""T_-,--T--r----,,--r---,--~~~=~-------+------i ...... -----Tt-:::;;1 ~'<P ORIGINAL SCALE IN INCHE$ CU 12332 DISREGARD PRINTS DEARING - FOR REDUCED PLAHS o 1 2 EA 1 02540 EARLIER REVISION DATES -• --------------------------------·--·---___________________ .... ,,, Abut 1 I I II_, llll l'"ILE 10, i'1,eJ1,'1.JJZ,el'le•-t•,332t>dcl.ah-t i Bros Abut 1 115 , 7 ◄ I Bent 2 APPLICABLE STANDARD PLANS DATED JULY. 1992 Excovotlon ond Bockflll Bridge-Surcnoroe ond Fill Excavation ond Bockflll Brldge-Lfmtts of Payment Bridge Detal IS Bridge Details Bridge Details Box Girder Details Deck Drain Details Utility Opening-Box Girder Utt I tty Detal Is 1ST CQUIIITY IIOUTE 12 ORA 73 ~~~-W~- REa,s rERED CIYIL ENGINEER PLANS APPROVAL DATE •&H ■DIII DII LI iWTll', 811:a Two Ventur'e, Sutt• 550 lrvtne, Callfcr-nta tt111 ,---Edge of Deck A62-B A62-C BO-1 BO-5 BO-13 07-1 B7-6 B7-1O B7-11 B8-i5 811-52 B11-54 Cost-in-Place Prestressed Girder Details Chain Link Roll Ing -Type 7 Bent 3 168 , I Concrete Barrier-Type 26 ( Bent 3 I AS BUILT ■ No ChlllQlt a CllanpdMM11tDld Aa-Bullt Date: fl Bros Abut 4 I ' I , I , I • Of Deck / • • 1&5 • I DECK CONTOURS Scola: 1"=30' NOTES: Abut 4 Deck contour intervals ore 0.2' m Indicates even foot contours • Indicates 10' intervals Contours do not Include Cont>er ESTIMATED QUANTITIES Prestressing Cast-In-Place Concrete ................ 306,345 Lb Roodwoy Expansion Joint ..•.............•......•....... 145 LF Sldewolk & Medlon Expansion Joint ...................... 74 LF , I , I • • X X • • • • DESIGN: PEAD LOAD: LIVE LOADING: SEISMIC DESIGN: 165 • X • • • X • • • • • • • Released far Construction . . r/21,y • Date GENERAL NOTES - Bridge Design Specificotfons (1983 AASHTO with Interims and Revisions by Coltrans> Includes 35 psf for future wearing surface. HS20-44 and alternative and permit design load. Peak Rock Accelerotton = 0.46o Depth to "Rock-Like" Moterlals =Oto 10 ft. CONCRETE STRENGTH & TYPE LIMIT Concrete Borr i er, Type 26 •.........•.............••. , , 095 LF Elostomerlc Beorlno Pods <Abutment 11 ...•................ 8 Ea PTFE/Elostomertc Beorrn~ AsselTbly <Abutment 41 ..•....•••. a Eo REINFORCED CONCRETE: fy = 60,000 psi f'c = 3.250 psi CU.N.O. > n = g No Scola Structural Concrete, Bridge and CIDH Piles (3250 psi a 28 days> Structural Concrete, Bridge <5000 psi a 28 daysl Structural Concrete, Bridge Footing (3250 psi a 28 doys> T ubu I or Hand Ro I I i ng , ................................ 1 , 09 5 L F Structure Excavation <Bridge> ...................... 3,145 CY Structure Bockfil r <Bridge> ......................... 1,011 CY Structure Concrete <Bridge Footing> ................. 1,010 CY Structure Concrete <Bridge> ......................... 4,953 CY Bar Reinforcing Steer (Bridge> .................. 1,268,480 Lb CI OH Pi I i ng -100 Tons ................... , ...... , .... 7,581 LF Mi see f I oneous Meto t ••••••••••••••••••••••••••••••••• 3,460 LB DESIGN .., 8. Yach occao M. Mohseni DETAILS .., R. Price --M. Mohseni ~ TRANSPORTATION GENE FOSTER Transverse deck slobs !Working Stress Designl fs = 20,000 psi fc = 1,200 psi n = 10 PRESTRESSED CONCRETE: See "Prestressing Notes" on Deck Details sheet. cc~, R.L£ASE HAY 031M ,~ CON&I&Ui.IJ.Qtt NEW FORD ROAD BRIDGE NO. 1 1-----t-,---------t-:=~-----1 <t?fP!\-'6,,r,-CORRIDOR AGENCIES ouANTITIES .., L. Dickson --L. Fe I I aws TCA CORRIDOR MANAGER DECK CONTOURS DRIGINAL SCALE IN INCHES F'OR REDUCED PLANS o , 2 cu 12332 EA 102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES-• \' I S-2 S-20 l'LOT DATE, 14•Al"R•ltl4 14121 PEN TABLE, eJhl,p•n ---------------------------------·------------------------------------------ • 10 BENCH MARK OCBM 300 4 70 About 0.2 of a mlle northeast along the Bonito Canyon Road, from the Intersection of Coyote Canyon Road; 186 feet southwest of the center of a Bell System Telephone Company manhole cover, 75 feet southwest of the Centerline of Bonita Canyon Road, 5 feet northeast of a powerpole no. 18616420E, In the top of o concrete post, 0.2 of a foot above the ground and about level with the center of Bonito Canyon Road, witnessed by a steel post 1 foot northeast. Elevation 200.173 ADJ. 1976 WWLOL- N sa•s9•44• E---,. --= ~,-- I • .... - T -··· " NOTE The Contractor Shall Verify The Location of The Existing Telephone Ducts Prior To The Start of Bridge or Roadway Construction. For Additional Information Relating To The Telephone Ducts See The Special Provisions. PHOTOGRAMME'TRY AS Of': SUR-..rt'EO rt T. Thacker DRAWN TRACED rt L. Johnson DESIGN rt P. Rivers DETAILS rt 8. Yach Cltllllta rt J. Gilmore NCID • I") I . N Bottom footing / I , C E • I") • N 1 0 119 #4 spiral • I") (Typ) I 0 I <O l~ 0 . ------- ELEVATION L. 0 CAST-IN-DRILLED HOLE ~ CONCRETE PILE No Scale \ I \' ' F0UND{\JI0N PLAN Scale: 1 = 20' M. Mohseni M. Mohseni GENE FOSTER Pitch of spiral j --Cut-off line 12 -/19 (2-bar ,' 4l • ,._, I") 4l I L. . u I() C 0 u .c ~ }: • 0 -0 I 4l ij: • I!) ... 4) 0 .£: -0 4) ---... 0 --- -0 II) u 0 a. 4l Q) 0 .Q.c 0~ • +'-0 0 I II> C . N ..., ·-I) L. u C 0 (.) / ' ' \ .\\ \ \ 0 I") bundles at 6 / I locations) I I ct I / I I -~-~2" Clear I ' '----f/4 Spiral -- SECTION A-A No Scale RI as d . ' E~nee 1ST COUNTY ROUTE NO. SHEETS 12 ORA 73 J<iESSt ~ ~ V. W. WISMER W Na. 19925 REGISTERED CIVIL ENGINEER PLANS APPROVAL DATE .. , 9-30-9 a------------~\ QVIL ltAll■DNS a• I ■uw, INC. Two Venture, Sult• 550 OF c~\~ Irvin-. Collfornla 92718 ' • I <o I ... st,l•tt Date . / AS BUILT Q NoChangea ■ Changed as Merlc8d As-Built Date: I I I I fN I ' '-'- "\'~ \ " \ \ fl=? ,.__ w For Road - ' ' ;,- RELEAS&: osa. LEGEND FOR CONStllUCilQM 1000.0! Indicates Bottom of / Footing Elevation Indicates Plies. All Piles Not Shown. BRIDCE NO. 55C-619 NEW FORD ROAD BRIDGE NO. 1 POST MILE flEU)Hml) "'M. Jones CHECKED r, J. Van Eden QUANTITIES rt L. Dickson CNCIID L. Fellows ~ TRANSPORTATION ,£..~£::u~ CORRIDOR AGENCIES TCA CORRIDOR MANAGER FOUNDATION PLAN -WMlS f'ILE ID: f: \s,t,\332\dwgs\3322bfp.dwg PLOT DATE. 4/22/94 ORIGINAL SCALE IN INCHES FOR REDUCED Pl.ANS -· ... _______ , ____ _ 0 1 2 J cu 12332 EA 102540 - DISREGARD PRINTS 9EARING EARLIER REIIISION DAlES --S-3 S-20 I 0 I • a, Wit ■ IJPT ---· Edge of Deck &: WWLOL PTFE/Elastomeric Bearing Assembly, T)lplcal. See Sheet S-14. \ \ • 0 I . \ N 0--· I 0 • 0 0 3: 1-3' . u .... 0 £I) EL /(r,1.0 SEC d Rood ---· Wt Nori/ALL z.#5£A w'AY J✓cR 17.E" .----, 5 1 -,, .,,, I ------4-----+--+-------~....--------------------t--------+-------+~ • N 6'-9 15/16" ------~--- 54'-3 1/4" ------- 2'-0"x 1'-8" Opening For Future Utility, See Note 2 ----,, 5 Spaces O 1 .3' -7 7 /8" -68' -.3 3/8" -,----. . ~----- PLAN Scale: 3/16" == 1'-0" ----Expanded Polystyrene a· -7" ----24" Diameter Opening for Future Utility, See Note 2 -Edge of Deck &: WWLOL DIST COUNTY ROUTE 12 ORA 73 REGISTERED CIVIL ENGINEER - POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS ESSJ V.W. 'MSMER 19925 PLANS -'PPROVAL DAll: . 9-30--97 .. PAR■DN■ 1111 L■UW1 INC. CNIL /r--t Two V.ntur-. SUit• 550 Of ctl-\ /-£ Brgs lrvfne, California 82718 L. [ WINGWAlt. FtJtJT/NG r -------7 I I I I EL. l~B. 0 -L---.--+-+-,-__ ..J AS BUILT □ NoChangea ■ Changed aa Marlllld As-Built Date: ----PILE FtJRMEP BY //SING 24''$.1#tJ-Ttl8E FtJRM Et..lS8 S NO SCA!.E NOTES: For Typical Section Thru Abutment See Sheet S-6. .-----i 1---.-.----------------7.::::_-r------------;----------/~-_]r---------::-::==+-::i._, f New ford Road I I I I I I I I I I I 1. 2 . For Utility Opening At Backwall, See ~ or @ , and Detail on Sheet S-18. ~ For Utility Opening In End Diaphragm, See @ . WWL00 • 0 I -:.- I 0 I • IO I I 3. 4. 5. L---,f-+;----------------------------------------------------·----------t-tt-------1=.E-3'-0" All Plies Not Shown ELEVATION Scale: 3/16" = 1'-0" New Ford Road ,,,-WWLOL 'i 113'-0" t-----------------------------------~.----------------------------- .J.--7 3' -7 1 /2" 7 Spaces O 7'-3" = 50'-9" 7 Spaces O 7'-3" = 50'-9" f----------------'--------.::..:._:__ ________ --+,4-4.__+-,-_.,_-+-,__--------------------------------\--- -➔-~ I t--_:. /' t-- / ➔/ x=t / . I\ I I I I ,,r-/' r-J /' r-\ rT'\ /' r-\ / c=t/ -~~/ \~/ rj / 10 Spaces -24" CIDH Pile (Typ) rt---Vt--/' t--\ -\ / -/ -~-/'{) \ t{/ -r --+ --ff)-'f;1---{_ft---+ft--~ I I I I I I I I I I I I I I /' r-_'.) I t-\ /' r-\ I t-\ /' ,. \ 1r-I,-\ I T'L ;T·\ ~;--IT', ,r-l._ 1r-\ IT'\ \~/ c::i/-c=t/ c=t / -c=t/ \ '-// '=! / ,1, -,---::t' ,ti----,[ ct, / \ ,: ---/ ,_ , I 0 5'-2" = 51'-8" 10 Spaces O 5'-2" = 51'-8" 56' -6" 2'-7" 2' -7" 56'-6" FOOTING PLAN Scale: .3/16" = 1'-0" DESIGN B Y h atlaml .... lJ h I . ac M. MO sen DETAILS rt J. Gilmore -M. Mohseni ~ TRANSPORTATION t::::=::-i■Yc----;-~~=--,1m_..-'"j"""'c~~=--1 4?iP!\--....-CORRIDOR AGENCIES QUANTITIES rt L. Dickson -= 11 L. Fellows GENE FOSTER TCA CORRIDOR MANAGER I ;T'L '-1 / i' / ,---\ / BRIDQE NO. 55C-619 POST MILE DISREGARD PRINTS BEARINC For Abutment And Wingwall Drainage Details, See Structure Approach Drainage Details, Sheet S-17. Use Joint Seal Assembly (Maximum Movement Ratlng=4") For The Roadway Section. See Details on Sheet S-15. Use Type B, Expansion Joint Armor Detail (Maximum Movement Rating=4") For The Sidewalk & Median Sections. See Details on Sheet S-16. Released for Construction $/2/,y. gtneer Date. QCM RELEASE; MAY osa. FOR C0Nat8UCI1Qti NEW FORD ROAD BRIDGE NO. 1 ABUTMENT 1 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 J cu 12JJ2 EA 102540 EARUER REVISION DATES --S-4 S-20 FILE 10: f: \sJ,\332\dwgs\332bob1.dwg PLOT DATE: 4/22/9♦ • 0 I I ;,. 0 I • • 0, 0 I • IO -•• Ftr --MW F'ILE ID. I: \s)l\332\dwga\332bab4.dwg PLOT DA TE: 4/22/94 \ (j:: Opening For ~uture Utility (Typical)- \ \ \ \ 'fNew Ford Road---. --• 0 0 3: I ..:oc • • 0 0 .-o I CD N b \ \ \ \ -----------------------------1 • N Expanded Polystyrene I I I I I I I I I I I I I \ I I I - ( ( 8'-7" 54'-2 1/2" 24• Diameter Opening for Future Utility, See Note 2-~,"' All Plies Not Shown 56' -6" / / ... _ ' 6'-9 15/16" 20" x 20" x 4" Elastomeric Bearing Pod, Typical ---·- ? _?,eac!_S O ! ~•--~ ?.L~" = 68~""°:~. ~/~"- PLAN Scale: 3/16" = 1'-0" "'~ f New Ford Rood I ELEVATION Scale: 3/16" = 1'-0" f New Ford Rood---\ / I ' / -, 54'-5" 2'-0"x 1'-8" Opening in Diaphragms for Future Utility, See Note 2 (Typ) / - ff 24" CIDH Pile ( . /'\ ~ 56' -6" / 8'-7" I I I I I I I I I I I I I I I _L I .,. WWLOL I ST COUNTY ROIJl[ POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 l1ESS1 REGISTERED CIVIL ENOINEER f; V. W. WISMER 'It!' ~ Ne. 199 25 li;I PLANS APPROVAL DA'R: ti Ei,p. 9-30-9 • /J--1 .. All■GN■ -L■UW1 INCa Two Ventur-. SUit• 550 lrm-. Callfornlo 82718 AS BUILT • NoChangff □ Changed as Markld As-Bullt Date: NOTES: 1. 2. 3. 4. 5. For Typical Section Thru Abutment See Sheet S-6. For Utility Opening At Backwall, See ~ or ~ , Detail on Stieet S-18. ~ ~ For Utility Opening In End Diaphragm, See @ . For Abutment And Wingwall Drainage Details, See Structure Approach Drainage Details, Sheet S-17. and Use Joint Seal Assembly (Maximum Movement Rating•4") For The Roadway Section. See Details on Sheet S-15. Use Type 8, Expansion Joint Armor Detail (Maximum Movement Ratlng=4•) For The Sldewolk & Median Sections. See Details on Sheet S-16. Released for construction r/)/,y Dote. I 8 Spaces O 6'-9 3/4" = 54'-6" -■ _____ ____,___ --------------------·--···-····---.1. 113'-0" 8 Spaces O 6'-9 3/4" "" 54'-6" -~------•------h•--•-------·--·----------~ 14-------------------------------·--·----- FOOTING PLAN Scale: 3/16" = 1 '-0" DESIGN B. Yach M. Mohseni .., -~ TRANSPORTATION t-:DE~T:-:-:Al=LS=--t~ .... ~J•;;....;;G..;.;.llc.c.m.;.;;:o;.;..re.;;;.._ ___ t,aiiii .. iiii-•~M.;..;,._M=.;;;..oh;.;..sc..;e~n"'-l _7 </4?P'!\ ____ CORRI DOR AGENCIES QUANTITIES L. Dickson L. Fellows .., ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 BRIDGE NO . 55C-619 POST MILE DISREGARD PRINTS BEARINO EARLIER REVISION DA'R:S QCM RELEASE HAY 038 FOR CONST.BUCDQM NEW FORD ROAD BRIDGE NO. 1 ABUTMENT 4 ---------•---------------------------------------------------------------------------------' BB &: EB 1 '-0" Const Jt 4'-0" 2'-0" 2'-0" '-I---!.... See "PARTIAL SECTION" Detail This Sheet ___ --1--,-#4 0 18" ---~ Abutment Bearings ,5 n o 12· Varies, 2'-0" Minimum at Abutment Edges • IO I • .... ....__-f--r-~~-iJ6 tot 5 ~-/15 0 18" 2 3'-0" 115 Tot 5..c:__ ___ _ ~1 2" Cir. Typ. UNO ... u 11s o 1 a•-~-1-1---- #8 LO 12"-....u---/16 0 12" ~ Optional Construction __J ___ _ Joint CIDH Piles, See Pile Data On Sheet S-3 _..,,. 2·-0· 4'-0" 3'-0" 2' -0" 5'-0'" 9'-0" ABUTMENTS 1 & 4 TYPICAL SECTION Scale: 1/2"=1'-0" ..: (.) • ID • 0 I . I") "a" (See Sheet S-15) Abutment Backwall 5-115 JI --Blockout for Joint Seal Assembly (MR•4")-Abut 1 Joint Seal Assembly (MR•2 1 /2")-Abut 4 See Sheet S-15 --Top of Deck Top of Approach Pavement • 0 I • Expanded Polystyre:ne For lnterface-_____ .... JJ Detalls See Roadway Plans I 0 I • .... 1 /2" Expansion Joint Filler See Notes Level-1-~ /14 Tot 4-.,.., 2" Cl (Typ) I - #4 zn O 6" Abutment/ Backwall I. For Additional Backwall Reinf, See "Abutments 1 &: 4 Typical Section" ------1-ct_ Abutment Bearings PARTIAL SECTION AT ABUTMENTS 1 AND 4 Scale: 3/4"=1'-o" --A 26'-0" Type 26A NOTES: See Sheet S-14 for Bearing Details at Abutment 1. See Sheets S-5 and This Sheet for Bearings at Abutment 4. •~ Abutment 1 Bearings Concrete Barrier/ -.---,-,------;-----------L-----, ,---t---4 3'-4 1/4"--,,p • ,., ..... 4'-0" Square 5-/15 Ea. Way---- Top and Bott. \ Const Jt ---- #4 0 18" Outside Focel #5 0 9" Inside Face J \ \ \ iJ6 0 9" Outside Face). __ f9 0 9" Inside Face J WINGWALL ELEVATION Scale: 1/4"=1'-o" " Cltral:III ' -- ' •• ' ' I, 1'-0" Joint Seal Assembly, See Sheet S-15 For Reinf Details See Sheet S-7 1'-0" I 0 I • ... ~ Joint seal -----Blockout Limits ~Top of Deck ST COUNTY ROUTE POST MILES SHEET TOTM. TOTM. PROJECT NO. SHEETS 12 ORA 73 EU/ REOISTEREOCML ENGINEER ~ j V.W. 'MSMER ;1 No. 19925 PLANS APPROVAL DA TE 9-30-9 PAn■a,1 ■ -L.IIUW, INC:. QVIL Two Venture, Suite 550 Of ctl.\~ lrvlne, California 92718 Released for Construction Expanded Polystyrene 0.079" Galv Sheet Metal, Coat Top of Pod _..,_ t r/1/,r Eng I neer Date . w /Silicone Grease Level 3" All Around Bearing Pod PARTIAL SECTION (At Abutments 1 & 4) Scale: 1 1/2"=1'-0" Expanded Polystyrene Some Thickness os Bearing Pad Tubular Hand Roilinge • «t' ' .... «t' I ;,, AS BUILT ■ N0Change1 □ Changed as Marked As-Built Date: i----Concrete Barrier Type 26A ~ -2% J r Concrete Bose _..,,. Leveled for Pad SECTION THROUGH BEARING PAD (At Abutment 4) No Scale , o· -o" 1 /2" Expansion Joint Filler 14 0 18" ~=-=--c...!ltt-t======~==l L-f----~:-=----=-===.;:~ -• r -2.2'9 Jl5 0 12" 1 ~•-_...__..__ ___ -4:,..._J Tr9.nsitlon 3,a• to Const " 1 I _I /19 Jt 1,-q (14 0 18"----r WWLOL ----- /15 X 2'-0" 0 12" n---/15 0 9• "'lft----119 0 9" NOTE: Barrier Reinforcement shown is in addition to Standard Reinforcement. SECTION A-A Scale: 3/4"=1'-0" 0 , S'from Bridge Monolithic Curb and Gutter, See Roadway Plans. QCM RELEASE HAY 038. FOR CONS'[RUCilQfj BRIDGE NO. ~ TRANSPORTATION 55C-619 NEW FORD ROAD BRIDGE NO. 1 DESIGN 8. Yach M. Mohseni "' ----DA,. ~-----CORRIDOR AGENCIES GENE F"OSTER POST MILE r■--i--------..L.----------------l.!::!..L--=-!!:~~-C===~~~::1--,r-=:;:.,~~~~=~+-T;CA:.;co;R;RID;O:R~M~AN:A:GE:R~---l====L---~A~B~UTMENT & WINGWALL DETAILS DETAILS J. Gilmore M. Mohseni QUANTITIES " L. Dickson CNICIID L. Fellows ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 FILE 10: f: \•1' \332\dwge\3321 bawd.clwg PLOT DA TE: 4/15/14 2 cu 12332 EA 102540 DISREGARD PRINTS BEARING EARLIER RE..,SION DA TES --S-6 S-20 • , -----------------------------------------------------------------------·------- • wtngwall Relnforcemen t 15 I Tot 8 Backwall Reinforcement Wingwall Reinforcement ST COUNTY "OU'TE 12 ORA 73 • ~~u.iw JY~Jt , RtGISlPEO CIW. EHOINtER ~ &. 117194 111:VISE:D AIUT, DloU'HIIADM THIClkiSS - POS Ml TOTAL PtlOJECT . 0 M. NO, SHUTS ll/J/14 OIIIGINAL ISSUE -:,,v y.w. WISMER DATE: DE:SCII IPT I DNS ~ R•••-fer Conatructlcn ~~-\0~ l.-g-q1- f'roJ~t Englner Dote PLANS ~PIIOVAL DA TE .. ACCaNC - I euw, ... r Two Ventur.. Suite S50 lrw, .. Callfomlo 92711 (t New Ford Rood, l Median & (t Light Poles --~ t Light Pole Support See Sheet S-1 for Locations s• (Typ 1992~ . 1-30:: B1orlng1 { Abutmen2 ~ Abutment Bearings 1-8--__.,· -· .. ------_.·.__-...... -_--.--------.. -... ----_.· .._...,....a..-i ~--f ;t~:dt, ~2s• I I }------Ii __ • 4 Sldea Light Pole Bose Plate, See Electrical Plana ~~,_ _______ _ IS (Tot 10) E1etend 1 •-e• Into Footln9 ,sb Tot 5 --- ,s O 18" ~16 rmrrn Tot 6 Sets SECTION A-A Scale: 1;2•-1'-o• NOTE: Abutment Reinforcement ABUTMENT STEM SECTION Scale: 1 /2"=1 '-o" Into Footing AS BUILT Q N0Ch1ng11 I I 0 I !;------- I I I I 11 i---~ --------~- 1 --------------,, 11 •• _J -· 1;~:1~o~ffi;~; ~ ~ \r;~~~i,~;:~~.r{~it L PLAN - (FIBERGLASS) 1 Light Pole, See I 7' O" - PER FM Alt>. /-t,,3) Electrical Plans Details Shown Are For Abutment 1. Abutment 4 is Similar. ■ Changed U Mlrkld As-Bullt Dato: L.:::.:======· ~. Top of Dec k--, Top Const Jt...., f'.:~-{/4Project 4 3/4• ic I I I , Thread 4 3/4. (T>1)) of Median'-. 1 1 1 ...-Const Jt I 8"P T BLOCKOUT ---.__ (PERFIELOMEMtJI,/(} Z-078) #g TOTAL 7 ~ EQUAL SPACES@ TtJTAL L.E#6Tll=3tJ'-tJIJ" (?ER FIEL.LJ MEMO Nu' 1-IZZ) \o 12" 4" Expanded Polystyrene to be Removed ,·-o· :-\ ~ot 7 fo ~ End ,·-o· ' Diaphragm t ,--' -->-----, I I I . 7 . ' , := ' ~-v' ,,,,-, .,,.,.-3-17 l LConst Jt ' ---~ ---~ ---·-->-----' '. / I I I ' --Z"CLEAR ~ Abutm t Bearings r-----+-t---·-==----,,..:......--------- CONSTJ~INT I I ) ;,, ' • I"--I ~ [\ I ~ 18, Tot 7 sPACIN E:1etend to f5 ot Edge of Deck ' Blackout for.~-----..~~':-+-.; Expansion Joint ( PER FIELO MEVd ,\1,7. Z-lft,) Preatrasa Anchorag•·•:_ ___ -t,~~ Blaekout- (7At.TRAN's ST/7 E/8-5 Dlt.LS raf'#~ 3• Limit of Distribution Reinforcement and~ • ~i,• o· ~ #5 • s· Place Parallel to Girders ~ • I I -- ---------< -t'lz"(PER RFOS MAC 022) Expanded Polystyrene @ 1 (2" Expansion J F'iller .I . "" i.,,--.._ c , ·--'' 01,/ST.JOINT l 14 o 12· 4• i-l3-11 I ( I yp Tot 11 0 l I 2-f7 (1 Ea Fe) . • I .... 6' -5" s•-5• _S_E_C_T_IO_N_B_-_B_"-~01(~~~1 1~ ~at0;,x :;C;)n~:; ,~ -SARS@,f,"cJAICEAITER (Iii/ EXTERIOR ,'.>IRPERS. 1llcSE [_J (PEI? FIELO McMCJ NtJ. Z.078) f5 I r-l-t:-~-t----+--+---t----1-~'v\ \ ITot a--~• 1 /2" Expanded Polystyrene Light Pole~ 'l Light Pole 6 • i-,-- Nots and (2) Plain Wa1htr1 (Typ) (PER FMNO l-a>3) VSED CITYOF/HVIN£ sro. C-9ARSARclN 16 0 12• --+j , 'l:7AI Ft.IC T frl7'TIIE 17/JST TEAISltJ#INGJAC,<', THESE C-BARS MAY BECVT@ T#EIR APPROXIMATE Al/0 PtJIAIT l?~EM,'T,'.::ol.l,~'T==::t!-!.--+--f"l ,~T#E#'AYtJFTllE#S, Tot 12 - PT STRt"SSIAIGNEAO,AITERSTRE£SltVGl71E BARS SIIAt.t. BE BENT BACK7lJ TIIEIR t)R1G1t1At. 18 \ / Tot 7 -4. 1-'l:JSITION, A # (,, OAR OF LEAtiTII '10 PIA¥ETERS 5/IALt. EIE t.APPEPTO/-'ROJ//PE A ,/5' PIA ,:.,;/PW/EAc#OFTI-IE Ct/TBA.RS. 4'-8" (PERFIELOMEMOlltJ Z-197} AOPEO I #9 BAR ONc8,4RT/fATJ,t/ASCt/TSTILL.IIAS TSENOS Roughened Const Jt £MBEOPEOIAI CcJ#C.//80//E EXTE, /0/f'GIROERS THESt=' TWO EAi.OS SIIAL.L RECCIAIAIECTEO Bend Top Longitudinal TOA S/N6t.E#8 BETJl/cEIIITI-IEM Reinforcement as Required BY AF(lt.t. PEN. BtJTTJ,t/Et.o. I I I I I Bottom Longitudinal Reinforcement • I I f5--...J.1' • I END DIAPHRAGM SECTION Scale: 1 ;2•-1 '-o• 1 Support CONNECT/ON FOR FIBE/?GL.ASS ---(Typ 4 Sides)! l Const Jt NOTE A: POLES. I 0 I • ... Abut Reinf iJ6 X 1 J' -Q" Tot 5 EXTERIOR SHEAR KEY SECTION Scale: 1 /2"=1 '-0" Top of Const Jt =t Median Light poi• support detoila ore ahown for pol•• located at atotion 10+50 and atatlon 13+50. No additional ateel reinforcing ia required for poles ....... C .!i! . ~ 7 u Light Pole itJ ::1 Base Plate ~ O Const Jt Top of Deck Slob ~~:::!,C::::::.. Anchor Bolts , a· 1 a· 1'-8" located at atation 12+05 (£ Bent 2) and station 15+02.63 (£ Brga Abut 4) other than that ahown on the Bent Cap and Abutment Diaphragm Oetoila. NOTE B: Reinforcing steel in median aholl not poss through const joints around light pole. NOTE· SECTION C-C [)(terior Shear Key Concrete shall be placed ofter bridge post-tensioning is completed. LIGHT POLE SUPPORT DETAILS (SEE NOTE A) Scale: 1;2•-1•-o• QCM RELEASE JUL 19a r-----------T---------------------r.::::--i'i~~~~~---i:===-~-:".~~~-.-------------,,------------~r"b~-1 l"'!N~O!'".------------------------FOR_CONSTRUCTl0f( ____ _ ~ TRANSPORTATION 55C-619 NEW FORD ROAD BRIDGE NO. 1 DESIGN .., 8. Yach w• M. Mohseni -· p DtTAILS .., J. Kratochvil II M. Mohseni ~ GENE F'OSTE" .., L. Dickson -L. Fellows _.,._ QUMITilltS ORIGINAL SCALE IN INCH£$ ,._ioiiiioi ________ ....., ________________ ...J.~~;....1.......:::~;:;.;.;:.;.:,.._.....J~-..:.:..:..:::.::.:;~...J---~--"";::.,...c_oR.,.R_I0_0'1"'R--,AGi-E-N"""c_,E_s~rc_A_c""!"o'!!"!1111~10~0R_1.1_AN_,.,_oE_R __ ...J_=:_.1-_~A~B.:U...:T.;,:M:::E:.:.N T & Ml SCELLANEOU S DETAILS cu 11?2-'U2 EA 11la!IIO rOR REDUCED PLAHS 0 1 2 3 DISREGARD PRINTS BEARINC EAIIIUER IIEIIISION DA TIS -• I FIL£ 10 f: \8,h\332\dw91\JJ2barnd,dw9 PLOT DA TC· 4/13/U ---------------------- /16 m: Tot 4 Ea Side BENT Zt3 ACCEPT,48LE tJ?T/tJ/v': Pt.ACE#~ S77RRVPS ,P,4R.l!t.LEL 72J G!ROERS (PERRELOMEM0,1/0 2-084) 0 10"- -.-IT --... /16 aafl Stirrup Spacing Exc-~t Columns /F:,_lace Normal to Bent, tTyplcal Each Side #5 0 12• Ea Wa~Top (TypJ ,s C o 12" ...... !-...., L. u I P') Ea Way---f--.!..._J (Typ) #11 0 6" Bottom ___ _.. (Typ) FILE ID· f: \■'1 \332\dw9■\332bbel2.dwg PLOT DATE· 4/22/94 s'-o" Min (Typ) 54'-2 1/B" 'r t New Ford Rood ------------------·····----------·---·---·------·-\ :t 38'-0" ~ Column I 2 Bar Bundles I /16 [[[]]] 0 12" Max 0 12" Max --rf. Column ' \ \ PLAN Scale: 3/16"=1'-0" • 0 I ..-.. io ~ 1-- ~ Column #6 [[[]]] 0 12" Max ' ' \ \ \ I \ \ 38' -0" ' ' \ ' ' ' \ \ I • I I \ \ 54'-4 1/2" ,__ v,--~-•----- \ ' \ \ \ I ' ' \ \ \ \ \ \ ' ' ' \ \ ' . \ . I ' ' \ ' ' \ \ Column I I I \ I I ' I \ \ ' I \ \ \ ' I I \ \ \ \ I \ \ \ \ ' ' \ \ \ \ \ \ I ' I \ I ' \ I \ \ \ ' I \ ' \ \ \ \ .. >-~·-:··--:.·::>' \ ' \ •·, -·,--•·> L ••••••• \ \ \ i \ \ ----\ \\ '\\· .' \, \ ----,, ~-~,-t----~--- \ ' I. , ' \ \ \ I \ \ I \ / \ \ ' I '-, ____ I ____ / \ \ ' I •• I \·' •• , r·-I···---------,·----.-~~ \ ' . - \ \ \ \ \ \ \ ' \ I \ \ \ I \ { Opening for \ 1, \ \ \ Future Utlllties \ \ \ \ \ See Girder \ \ \ \ \ Layout Sheet '., \, \ \ \ \ ' ' \ \ 1 I I \ ' \ \ \ I \ \ I \ _j__C. _Bent 2 I I \ \ \ --------------'-__ ,l -----------· -____ _____._.L_.__ -·-··-~'~- Additional Slob Reinforcement IJ8 O 12" in Top Slob (Typ) Additional Slab Reinforcement f9 0 12" in Bottom Slab (Typ) See Detail This Sheet ~-For Bent Cap Reinforcement, See "Bent Details -1" Sheet 3'-6" ~ Column (Typ) -Vl~-+-+--1 '-0" ~ (Typ) 2 Bar Bundles-----n-A -#5 /rot 8 Ea Side ~ Bent 2---:::\. AS BUILT Q NoChangM r-t-Depressed Key (Typ) See Sheet S-11 1" Expanded Polystyrene (Typ) ---,,., -See Sheet S-11 a Changed as Marbd As Built Date: 6" Max (Typ) -, ,., DIST COUNTY ROUTE 12 ORA 73 • REGISTERED CIVIL ENOINEER POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS rss, ~ ~ V. W. WISMER ~ II! No. 19925 PLANS APPROVAL DATE • , 9-30-9 .. AR90N■ -L.■uw, INC. CIVIL Two Venture. Suite 550 Of cM.\ Irvine, Callfomla 92718 Released for Construction •·••)ill. ~ht,r t Er,:f neer Date . Slab Slab ~ (,,I '1 O'I --I I O'I (Tl • I .g> CJ -I 0 Q 0 "0 ::, ~ !a !a t-J C C O" l:T -------I---+------ ADDITIONAL SLAB REINFORCEMENT 68-111 (34 Locations- 2 Bar Bundles O 8 1 /2") Bottom (Typ) DESIGN DETAILS QUANTITIES llt B. llt J. llt L. ELEVATION Scale: 3/16"=1'-o" Yach CNl01181 M. Mohseni Kratochvil -. M. Mohseni Dickson OHi • L. Fellows ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 TRANSPORTATION CORRIDOR AGENCIES 2 3 GENE F'OSTER TCA CORRIDOR ~ANAGER cu 12332 EA 102540 BRIOGE NO. 55C-619 POST MILE DISREGARD PRINTS BEARING EARLIER REVISION DA TES No Scale NOTE: For Section A-A, See Sheet S-10 QCM RELEASE HAY 038 FOR CONStBIJCDati NEW FORD ROAD BRIDGE NO. 1 BENT 2 S-8 S-20 ~ New Ford i----------·--------..... _ t Column-1----- ' ,s:§E}: Tot 3 Ea Side 16 :t!tttJ Stirrup Spacing Except at Columns Place Normal to Bent, T}'Plcal Each Side (15 0 12· Ea Way-Top (Typ) -! ...... .. 0 #5 [ o 12· ------1! Ea Way (T)P) (111 0 6 "---=::=::::=---r Ea Way-Bottom (T>P) -0 ■ IT -,,,, .,.. FILE 10: f• \1t,\JJ2\dw91\JJ2bbalJ.dw9 PLOT DA TE· <4/22/94 5'-0" Min (Typ) ~ Column I l #6 [([]]] 0 12 Max ___ 54'-2 1/8" __ 38'-0" 2 Bar Bundles 2 Bar Bundles -- 0 12" Max Depressed Key (Typ) See Sheet S-11 6" Max (T)P) ... ,,.... 0 9; • 1- (D - ....._ _____________________________ ----- \ \ 541 -4 1/2" -1_ __ --. -~--------·---38'-::-(}_"_ ---~ Column PLAN Scale: 3/16"=1'-o" ~--Additional Slab Reinforcement #8 0 12" in Top Slab (Typ) Additional Slab Reinforcement #9 0 12" in Bot Slab (Typ) See Detail Th is Sheet I 0 I ,....,. io ~ 1" Expanded Polystyrene (T)'P) I--.._, ~ Column #6 [[[]]] O 12" Max I I For Bent Cap Reinforcement, See "Bent Details -1" Sheet _,_-See Sheet S-11 ELEVATION Scale: 3/16"=1'-0" DESIGN ff 8. Yach DETAILS ff J. Kratochvil QUANTITIES ff L. Dickson CIIICIIMD M. Mohseni ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 1 2 ~ Column 3 -------1·-o" GENE FOSTER (Typ) I ,..--_ t0 ~ . I i--LO......, TCA COFIRIOOR MANAGER cu 12332 EA 102540 t Bent 3 1ST COUNTY ROUTE 12 ORA 73 I I/I.Ml~-><4-"~ REGISTERED CIVIL ENGINEER POST MILES TOTAL PROJECT SHEET TOTAL NO. SHEETS £SS/ ~ ~ v.w. WISMER I Ill! No. 19925 PLANS APPROVAL DA TE 4I [lip. 9-30-9 1----------------,.\ CNIL .. All80Ntl -...,_, -■ Two Ventur-. Sult• 590 Of ctl.\\ Irvine. Callfomla 92718 Released for Construction • ~~op_?_!~---19 ot Slab (.,I N (.,I N N CJl. "'"'· --.J • • I I I I 0 o. O> Ol • • • (/) Cl -I Cl -I "C 0 0 0 ~ "C 0 "C :, .... (/) !ll !:!! !ll (.,I -g. 0 0 0 C" C" C" i Bent 3~ -~----- AS BUILT □ N0Change1 ■ Changed aa Markld As-Sulit Date: BRIDGE NO. SSC-619 POST MILE - ADDITIONAL SLAB REINFORCEMENT No Scale { PER FIELD MEMtJ 11/0 c-OZ3) TIIE 40ECK ,4CCESSt7PEMIIIGCt7#rZICT W!T/ITtJPSL.1?8 ADDITIOAIA!. RDNFtlRCE/4fE!VT. OtllVOTCt/T, MtJYE BARS TOON'ES/0£0/?TflEOTll£ROFTIIEO£C,t'ACCESSv'PE!VINGS tADJUSTSPACINGACC<JROINGLY. IJONOTELIMINATEAN'YBARS. NOTE: For Section B-8, See Sheet S-10 QCM REL.EAs( HAYOSM FOR CONSTRUCJloti NEW FORD ROAD BRIDGE NO. 1 BENT 3 DISREGARD PRINTS BEARING EARLIER REVISION OATES -• S-9 S-20 ~ Bent 2 3' O" -7' 6" ---- 3'-9" 3' -9" 3" (Typ) I Reinf -~ (16 0 6" ... r /14.......rO 12" 6" I .... (.) / -Min rt') Place Parallel to ft··· -..------. .. --1-.,,. -... -.--~ ... ---.: r.; ------·-----. -• r ' ' • • • I • • • . ~ .. ' ' ' '1 . • • . . . Deck Deck Reinf '-I "' I'-._ 4" Fillet (Typ) -.. K: I,,"' Const Jt --- "-48 -/114 (2 Ba r Bundles [[[]]] at 24 Locations) w • w • • • I.!.\ • • or it I ' I'----._' 16~ #11 Tot 10, Place lumns it • -High In Cop as 0 Co OS ~~012) 6 Prestress Tendons I Will Permit • I"--#9 Tot 8 . -------. ·----,/1 --I ■ -. I •• • • • • • I • ■ I I I I ■I • ~ ... ... 0 'It' 3• o" - 3" (TVD) eek Relnf ) • !'II L ~ T"' ... ..,, D • I I • ~ -• • Const Jt or [[[]]] olumns f-,4~012·\ I \ ► • • • 11.J_ I ~ ... .... (.) .... ~ 6" -Min 44 -#11 (2 at 22 locotio Bar Bundles ns) BENT 2 CAP SECTION Scale: 1/2"•1'-0" ~ Bent 3 6' 6" - 3'-3" 3'-3" -6" Mir I (16 0 6" • • • • • ., • ~ ' \ ---' "- ~ • -• • • • '-=-• . ~ I \ • • . ~ - I f>'--..._ ( • ..., I • • • • • - J ■ \ I'-~ 3' o" - #4 __,-o 12" Place Parallel to D eek Relnf , -·-- I I I I --- ~ 4" Fillet (Typ) - I'-38 -#11 (2 Bar Bundles at 19 Locations) #11 Tot 10, Place as High in Cop OS Prestress Tendon Will Permit r------____ #9 Tot 8 - I ---·-----------. - • • • ~ (19 24 -/111 (2 Bar Bundles s) at 12 Location BENT 3 CAP SECTION Scale: 1 /2•=1'-0" • • • • Column -- • • • • • f Column_.......,..__ • • • • • • • • -----1- #11 Bundled-___.//' Column --...._ It_ Column--- #11 Bundled DESIGN ■Y B. Yach C)IIC" M. Mohseni ' ~ Bent • • • • • • • • t ' r • • • • • • • • • l SECTION C-C BENT 2 Scale: 1/2"=1'-o" t Bent • • • • • • .-... • • • • • • • • • • • • - I - • • • • • • SECTION D-D BENT 3 Scale: 1 /2"=1 '-0 .. • • Ill a. g-2 <.) .!:: .... .... Cl) C c8 ~ . . ------- • • • •• --#6] 0 12" • • • • - • • • I • I I I • I I • • • • • • • ---. - -- a. Ill 0 a. (..) :J ... ..... ... ·-C .... tl Cl) ID ~ (I) a. Q. 0 ~ 0 ·-.... .... Cl) C c8 li -----a. (I) C Q. (.) :J ... ... .... ·-C .... Cl) Cl) al ~ ... as IT ~oE=T::-:A1:-:LS:---7i■Yw--:J-. -;:K;:ra~t:-::o-:-c;:-h v:-:;-il;----7i-Hiiiiiiiiiiin--;M:;.~M;-:o-;:-hs=e=n:-;-i -1 ~ TR AN SPORT A Tl ON GENE FOSTER DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SH£ETS 12 ORA 73 Releosed for Construction ---- • (0 I io REOISTERED Cl\1L ENGINEER ~ ... .~ V. W. WISMER ii • No. 19925 r/11,v Dote PLANS APPROVAL DA lE • Exp. 9-30-9 t-----■----........... ---~\ Cl~L IIIAll■DN■ -L■uw, INC. Two Ventur-. SUit• 550 {lf c~'~ Irvine, Callfomla 92718 a· -3" --• ---------·--------·--·-, <c, Column ----j -104-#11, (Total \\ 13-4 Bar Bundles Each 2" cir -·---- Loop) 'f. of Bent &: 'f. Column /15, Total 6 #6 Spiral O 3 1/2,. Pitch (Typ)-~ SECTION A-A BENT 2 • (0 I io AS BUILT ■ NoChanges Q Changed 8S Marked As-Built Date: I 1 8RIDOE NO. 55C-619 POST MILE Scale: 1 /2"=1'-0" #11, Tot 36 (18 Bors Each Loop) 2" cir -~ of Bent & q_ Column ~ #5, Total 6 #6 Spiral O 4 1/2" Pitch (Typ) SECTION 8-B BENT 3 Scale: 1/2"=1'-o" QCM REIEASE MAY osa FOR CONS'CBUCilQM NEW FORD ROAD BRIDGE NO. 1 t ===--tn-;-~::;::::---1aiiiiiiii~~::;;-:=-• ~-....... ~ CORRIDOR AGENCIES QUANTITIES ■Y L. Dickson •-L. Fellows TCA CORRIDOR MAN,..GER BENT DETAILS - 1 FILE ID f: \•1'\332\dwgu\332bbdt.dwg PLOT DA TE. 4/22/94 ---------------------------~--- OR1GINAL SCALE IN INCHES FOR REDUCED PLANS 0 , 2 J cu 12332'- EA 102540· DISREGARD PRINTS SEARING EARLIER REVISION DAlES -• RE~SION DATES ARY STAOE ONL 4/11/M SHEET OF S-10 S-2 t Bent 30-24" ¢- 100T CIOH -+-+- Plies ,t-"\ ' 2'-0" 25-24" cp 100T CIOH Plies -• I ff _.,..,.,. 2'-0" FILE ID t \11'\33i\dw91\33:l»bdt2.dw9 PLOT DATE: 4/13/94 I <t._ Column ,i--.,_ ,i--. ,...i-,. ,...i-,. -' ' I ' I ' I ' I 5 Spa 0 5'-0" = 25'-o" 2' -0" TYPICAL COLUMN FOOTING BENT 2 Scale: 3/16"=1'-0" Column ,... .... ,...i-,. ,...i-,. '-I '-I 1--T"'....___ + ,......_ __ '-I '-.I 4 Spa o 5'-o"-20·-o· 2'-0" 24'-0" • 0 I . N I 0 I b N II b I . IO 0 C a. (/) ,to I 0 I °N TYPICAL COLUMN FOOTING BENT 3 Scale: 3/16"=1 '-0" I 0 I N I 0 I b N II I 0 I in • I 0 I • N I 0 I ;i. N • 0 I ;i. N DIST COUNTY ROUlE POST Ml SHEET TOTAL TOTM. ~OJtCT NO. SHEETS 8'-3" 12 ORA 73 Released for Construction t Bent 1" Expanded Polystyrene • ,.., I °N I I") I -N 1 1 /2" Deep -+---" Shear Key PILE CAPACITYNIJT /3~TN REZVCE.;, i,.;?AC/,~7· 8ST,l/ 1i1l CE,f.. ',~E.R r:'"~,"";,VG. t------~ Column 2'-3" 2'-3" ___........, #4 Spirals, 2' -0" Dia 0 3" Pitch I tO I in """-1----#9 L Total 16 TYPICAL COLUMN HINGE PLAN BENT 2 t Bent 1" Expanded Polystyrene I 0 I °N • 0 I • N Scale: 3/16"=1'-o" 8'-3" i-----'--~ Column i...--#4 Spirals, 2'-0" Dia 0 3" Pitch I (0 -----+--I -IO Start of Pitch When Weld is Used to Anchor Spiral Unit - r---............ .._ ~EOISnRED aVIL ENGINEER Direction of Weld <l....., .......... ---'"'1-----+----~ ------ Run Off End of)>----.--.---~/ Bar as Shown J C 1 1 /2" f/4, #5, ac 1s Relnf Only 12" Min op LengtH Note: Flore weld to be mode In direction shown. WELDED LAP SPLICE AND ANCHOR Start of Pitch When Clip is Used to Anchor Spiral Unit -- ,..... ....................... fl_ -------- 1 Bar Dia Splice Clip Shown for Example Only ff:3, #4, 1/5 ac fl6 Reinf Only MECHANICAL LAP SPLICE AND ANCHOR 7 5" Pen Min >-----,,.------. 45• Run Off End of Bar as Shown -~-4-1-/-2_,. 1. Butt weld to be made first. 2. Butt weld to be made In flat or horizontal position. 3. Lap bar Is to be centered on splice 4. Flare weld to be made In direction shown. 5. Lop bar equal size to spiral bar. Direction of Weld 5'" Lop Bar VEE GROOVE WELDED SPLICE CP >-------. 1/4, 1/5 & fl6 Reinf Only 1 1 /2" Deep _ _,. Shear Key fl8 L Total 15 AS BUILT Same Size, Spacing c!c Material as Spiral Shown on Plana 2'-0" 2'-0" TYPICAL COLUMN HINGE PLAN BENT 3 Scale: 3/16"=1'-0" B. Yach M. Mohseni t:DE::T:Al;:--:LS:--!iwrw-;-J.-:K~ra::::t-::-o-:;ch=-:-v:;il--lcoiiiii-41iiiiaaim~M;-.-Mu:ioh;:-:s::e:n7"i -1 ~ TRAN SPORT A TION t::::-::=::-t'i.,;--;-~:;::=-----t,0iii.-iiii-m-;---;:;;::-:::--7 ---. ........ .--CORRIDOR AGENCIES QUAN'll'IIES L Dickson L Fellows ORIGINAL SCALE IN INCHES FOlt REDUCED PLANS 0 , 2 J 0 N0Ch1ng11 • Chana•d II Marked A1-Bullt Dato: I ·.::..:.=:.::.:.::.:.==-..._ _,.. ... 1'- Individual hoops, made continuous with 100" penetration welds, may be substituted fo spirals. BUTT WELDED CONTINUOUS HOOP QCM RELEAS( MAY osa i OR CONalllUCnar( BAR SPIRAL SPLICE & SPIRAL ANCHOR AND HOOP DETAIL GENE F'OSTER TCA CORRIDOR MANAGER cu 12332 EA 102540 BRIDGE NO. 55C-619 POST MIL£ DISREGARD PRINTS BEARING NTS NEW FORD ROAD BRIDGE NO. 1 BENT DETAILS - 2 EARLIER REIIISION DATES -• 3/4• Drip Groov•, Continuou1, Typ 1 o·-o· ~32• Opening In V Abutment Diaph~ro~i..a Fer Conat Jt (Typ) _____.,, Synm Abt ~ New Ford Grade Line ..... 1 1/2" -· ---- I 0 I 1--/ ?':-Q" + 7'.-~" 6'-5" 6'-5" " Road 4" Fillet, Typica · -- • ID Cl. ·' ::, 1'-3" -2.201' 1 o· -o" 1'-o" {Typ}. -2~ 3'-6" 5'-7" 102·-o· ~------------------------------=-----------------------------··--·-------•---i NOTE: All Horizontal Olmenaiona Shown Are Mea1ured Normal To The Centerline Of New Ford Rood. TYPICAL DECK SECTION 3/16" • 1'-0" Top of Deck 14' -0" 1· -o· l New Ford Road ac Median 7' -0" 1/2" R (Tw) ---------------- ' 1'-0" Tubular Hand Ralllnge For Lighting Details See The Project Plans ""--Concrete~rier TiP• 26V -2 -5• Dia Conduit For Future Utility, T)Pic:al • I') . N .... .,. • ('\j 0 ,., • 0 .- +' i E +' ~ .0 < en -.... 0, L a, -co II') N . 0 ,., ST COUNTY IIOUlt .-os w TOTAL P'flOJlCT 12 ORA 73 111:GIITtlllO aw. INOltfU, &_ '1lllt• lllVlUD UTILITY CPENIIIO LDCATIQNS 11111• OIII0IIIAI. ISM ... ,,,ect ttr C01'16trUGtltn Gf;ipnerner -.,. r-- -- C 0 ~ ,,, +' i ID .. . • .. .,... - f4 ~-18" "-,4 0 18"± TYPICAL MEDIAN ~-114 I lo 18" '-Construction Joint CAMBER DIAGRAM Does Not Include Allowance for Falsework Settlement I - -· .. ., .... ,. " Concrete Barrier And Sldee T)lpe 26 - 115 Continuous Total 9 f5 ~ Stirrup FILE ID f• \•Jl\J32\dwg■\3J21bddt.dwg PLOT DA TE '/22/14 Field B•nd to Provide Clearance O face of Deck • CX) ,.__,.r--Con1tructlon Joint (T}f)) ,._ 1l • N - I,. 1l I - ... u -- t GO ._ u ,., I 0) N { PEI? PELO MEA-ftl All? /-IZ4) TYPICAL LOCATIONS WIIERE#v TRANSVERSE BARS ARE i.AP-S?l/CEO. ~9"0/AIElv'SJtJN CAN VARYFROMf"T<J /4"MAX. . __ .,, (15 Top Long Reinforcement ( 0 18" Maximum LH'l '"" ~ I• Total 5 Per Boy @ f5 1J Stirrup 5 Total 13 Per Ba • O> f5 '-====~1 S-=13" Max ~ Place Parallel to t Bents ~ PARTIAL DECK SECTION 1/2" = 1·-0· DESIGN ., B. Yach M. Mohseni DETAILS IY J. Gilmore II I M. Mohseni QUAN1111ES ., L. Dickson ,., a L. Fellows ORIQNAL SCALE IN INCl-l[S f<llt lttDUCED P'LANS 9" SECTION 1/2" ""' 1'-0" 15 -f5 Continuous 0 8" Maximum . .---115 Continuous Total 2 Per Girder 16 5=11" Max Place Parallel to t. Bents CONSTRUCTION J.Jllv'T MOJ/EOU? Z"(TYP) ~ TRANSPORTATION --...--CORRIDOR AGENCIES GENE FOSTEft TCA COAftlOOR MANAGER 0 1 2 3 cu 12JJ2 EA 1025-40 AS BUILT 0 NoChlngea ■ Chanted u Mal'fllld A1-Bullt Date: 55C-619 POST Ml OISREONtD PRINTS 11:ARING PRESTRESSING NOTES: 1. 270 ksi Low-Relaxation Strand: P jock • 36,800 kips/structure Anchor Set = 3/8" 2. Distribution of Preatress Force (P jack) Between Girders Shall Not Exceed The Ratio of J: 2. Maximum Final Force Variation Between Girder, Shall Not Exceed 230 kips. 3. Concrete: f'c • 5000 psi at 28 Days ( cl ,.. 4000 p1i at Time of Stre1slng 4. Contractor Shall Submit Elongation Calculations Ba1ed on Initial Stre11 at IX) • 0.884 Tim•• Jacking Stre11 at Point of No Movement. 5. Stressing Shall be from Both End• NEW FORD ROAD BRIDGE NO. 1 TYPICAL SECTION EAMJD IIE't1SION DA1U -• ... 1/1 r • 0 I • .... If) • 0 I • N 0 ... I 0 I . ,- If) I 0) t -~ - • ,... I io • .... I • I') ..,. • 0 .... I • N .... • • Ill ~ " 1/) • .... I • I') ..,. • ,... I io N I ':.,r co u I ~ Bent , V l__ I . -NS!; . I t-.... - BOTTOM SLAB THICKENING @ BENTS No Scale (PEl?F/Et.OMEMtJ/v'tJ MAC/18) Z-OZ3 Abutment 1 ti ~ (Twical at Bent 2 J>11ij) ·-.::_.,I/ 17'-6" ~ Si~ewal (See ote 2) .Roadway (See Note 1) ~ New Ford Road Median Roadway See Note 2 • ----(See Note 1 )----- NOTE 1 -Use Joint Seal Assembly Maximum Movement Rating=4") For The Roadway Section. See Details on Sheet S-15. Sidewal (See Note 2) NOTE 2 -Use Type B, Expansion Joint Armor Detail (Maximum Movement Roting=4") For The Sidewalk & Median Sections. See Details on Sheet SIDEWALK, MEDIAN AND ROADWAY EXPANSION JOINT LAYOUT S-16. DIST COUNTY ROUTE 12 ORA 73 PLANS APPROVAL DATE POST MILES TOTAL PROJECT SHEET TOTAL NO, SHEETS ,SESSt V.W. "1SMER ~ 19925 ~ 11-30-117 ...... all■ -I ■uw, INC Two v.,ture. Sult• 550 Irvin-. California 92718 { PER FIELO MEMO ;\10 Z-c750) ~ Exterior & Interior_ Girder Flares/_ 20' -0" Edge of Deck ANO BEAIT 3 (A.S.PERRFC/10. ~93) / ~';9' t Bent 2 ~ ~---P-~---1 ', AT ABUTMENTS 1 & 4 PT 8LtJCKOVT ,;~ C-BARS Nt1T //VS/OE 8LtJCKOtlTS $/{ALL BE CCJNTINUOtlS #,-_ ~ @4-( NOT SPLICED. Ot./E TO Tl-IE SIZE OFTI-IE 8LXKOUTS, E,-/'TENO TRANSi/ERSE CcJ/v'ST J/Jllv'T (PER FIELDMENtJ;\101-10~) C-BAR '-' \.._ T/IE TtJPll:JR/ZtJAIT,4L LEG o;:-T/IE C-&4RTOE.-fTEtVOOVTcJ,t:"T/.IE @Girder Flares at Abutments 16'-o• Mfn . et.tJc.<ot1TATLEAsT if:' • W i ~~~~=~~_:::=-..-----~=......_~-~~~_:; / 12 - No Scale @Typical-- '-s '.__ ~ fa Bent 3 .. ~ Vent ,/~-'8 Typical Edge of Sidewalk I I 18 l5f03f /sta 16+05.00.:: / Deck Drain D-1, Modified , Brgs Abutment 4 -- r Brgo Abutment 1 I 0 0 ·-5!; t- l t 3• ~ 0.40 114 0 6" 76 0 9" 76 0 9• Cable Path . IS BC STA 10+87.48 Indicates Thickened Bottom Slab, Typical 20'-o" 17'-6" b ~ ~---- Indicates girder stem ll 2·-0 1 /2" Parabolic Typical Between Points Shown (T>P)/ 2'-9" --_1 I f 1 l 1'-9" 3• L1 0.50 L1 0.10 L1 ----· ------- I I ___ 0 __ 1_2_" ----------•-+-1--f_6 0 9" .38 _!,. 5" 0 12" 26 0 9" 38 0 0 12" --1 •--. 80 0 g" I DESIGN ff 8. Yach ., ---- • ..--.. 0 ~~ I . -~ ::, Edge of Deck--____,/' ---------- GIRDER LAYOUT Scale: 1" = 20' - --------- f5 -- d I 12 --------- AS BUILT 0 NoChlng,a ■ Changed ,a Mal'lcld As-Bullt Date: - f Open; Utilities n(~ for; jp) 12 Edge of Sidewalk -·-@---------__ ----------- I ---------<'-o., ---. f Giraer A • ,~-.. Girder 8 " ,rder C f Girder H Sta ·14+8).90= /4-1-79 ± (PERFIELOME#:J/1:J /-ltJ8) Deck Drain D-1, Modified, See Sheets S-18 and S-19 • Tran -~vi.......,_---,---,------. 8verse D ~ a eek R . z _ -~!!e,!!_n ff z ~ tl: g 0 ..J V1 V1 V1 Cl w z w ::, V1 V, z £ Bent 2 L2 £ Bent 3 L3 •i Brga Abut u -. u z ... w V1 0 --,_ 111'-6" I I f 2'-9" Point of No-\ 1-3•-1 1/4" -2'-11 1/2" Movement \ . -3'-2 1/2" ------- ,_ 0.. 0 -LL >-LL I-0 -V1 ..J I -C ,_ w ::, I--< C u w 0 V, ..J -w > a:: w 0:: ..J 0.. -< -z 0:. -u <O V1 -w a:: C 0 ·-.. 0 :, L .. 8 u b ... 'f --r \ i-1 ' 9" T -• --------l ... "' ... -+-"'-+---+-~ ,::, ... ., ~ ~ g 3" ------- f 0.10 L2 0.50 L2 0.30 L2 . ------------------· ---· -·---- 194 0 3" 50 0 12" ..--.-- 3" 3" I ~ -I - ]:10 L~0.20 L3_ 0.40 L3 -··----·--··--. ---- 84 0 3" 18 0 24" ' "' .... .... .... ,,., -' .... .... .... 3" 0.40 L3 -----~ 35 "' <( '-C "' >o w z a:: ·-0 L 0.. + _ 47_ 0 9" --!--]B ,,µ_?4=+ 0 12" #5 --··-----------------• ' .. • ---j O 9 j + \l. Stirr~_Spacing, Girder A 0 12 97 o 6" ____ -+-__ 5o _o _1~_" ____ -+·o l4 SCL_o--'1-=2_" ---i 42 0 6" 0 _2_4_" ------i• Jr-•---'3C....::5'---=0'--'-'12=-"---+--=---*S_LJ--=_St_ir_r.....:up:.___S~p-=a_c_in.:!!.g:._, _G..::.ir--=de..:..:r..=s_B=---=-G ____ 97 o 6" ---+ ___ so o 12" __ ---!------___ o ~~:·. ____ -l~o o g 42 0 6" --~ 24_" --_ · 1 • 35 0 12" 15 ff Stirrup Spacing, Girder H a.ma M. ~ a LONGITUDINAL SECTION Scale: 1" -20' Horiz 1 " = 1 O" Vert NOTE: See Sheet S-12 for Prestressing Notes BRIDOE NO. QCM RELEASE JUL 1 8 '199; FOR CONSTRUCTlot{ Mohseni ~ TRANSPORTATION SSC-619 NEW FORD ROAD BRIDGE NO. 1 -0 ■ IT DETAILS M. Mohseni J. Gilmore __ ..,,_ QUAHTITIES ., ca ■= a: L. Dickson L. Fellows ORIGINAL SCALE IN INCHES 1 i,iii,,,i ________ __. _________________ 1..:::;.:.:::...L.~~~!!!----'-~~~~~~~---r -_ -_ ""-';_ --r-c_o.,R_Ri_D"ToR_AT"G-EN_c,.1E_s~T~c-"' ~c~oR~R~1oo_R_M_A __ "'_Aa..:E_R __ _,__p_os..:T :.wi_LE..,l_..,:G;:l,::R:,::D~E~R~L~A:_YOU T AND PRESTRESSIN G D ET AIL ... s .... -t CU 12332 DISREGARD PRINTS BEARING ~ QENE F"OSTER FIL£ 10· f: \s}'I\JJ2\dwgs\JJ22b9l,dw9 PLOT DATE. ♦/lJ/94 F"OR REDUCED PLANS 0 2 3 EA 102540 EARUEA REVISION OATES --. Brg Abut 1 1/16"x 16" Dia Recess For 1/B"x 16" Dia PTFE t Brg i Brg Abut 1 / It 2 1/2"x 2'-0"x 1"-10" • 0 I . .... • 0 I . 0.135"x 2'-6"x 2'-4" Polished Stainless Steel Sheet Bonded and Attached with Countersunk Cop Screws to Sliding Plate Sliding Plate Cap Screw Anchor Stud 1/8" Thick x 16" Dia _ -------1 • DIST COUNTY ROUTE POST MIL.£S SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 ORA 73 ESSI I:; i,i V. W. "1SUER ; ■ No. 19925 REOISTEltED Q'vll EHQINEtlt PLANS APPROVAL OAlE 41 . 9-30-9 It 1---------------\\ a"'L /;,--1 .. AIIIIIONtl -LIIUW1,, INCs r-----,---, ,__ Front Face Abut 1 • N 0 PTFE Disc Bonded to ,., _j , ✓ , ✓ , .,, .,, " ~~~..._..,...~...._~-l', ........ _u ... Disc Bed Plate , , , , , ... .,, / Two Venture, Sult• sso or c~\ -OQ[[lf I I I I I I I -+-1------1--- 1 I I / I I I I L------..J I PLAN -BEARING ASSEMBLY Scale: 3/4•=1'-o" See DETAIL 1 SECTION A-A NTS Drill Holes For 1/4"x 3/4" --..... £ Stainless Steel Countersunk / Flathead Cap Screws (Tot 20) t Brg I I -;- I I I 1· I• 5 Eq Sp I 0 5 1;4•±•2·-2• 2'-4" Brg Abut 1 1" • - Jt- fT LI.I II) • .... • ..,. I • N II -ti • ~ U') U') 0 • co I . N PLAN -POLISHED STAINLESS STEEL SHEET Scale: 1•-1•-o• I . .- 1," , 1" 1'-10" PLAN -DISC BED PLATE Scale: 1 "=1 '-0" Brg Abut 1 I • I") .,, / .,, / .,, 1"x 6"x 0'-6" Pod --------J_ ____ _ Masonry Plate DETAIL 1 NTS Ill a Ill t0 ., INln-. Callfomla 92718 ... u ., ... 0::: --Disc Bed le. Bonded to Ela1tomtrlc B1arlng Pad 3•x 2'-o"x 1'-10" Elostomeric Bearing Pod (Steel Reinforced) Bonded to Masonry Plate 1 '-2" 1" 3 0 4•= 1'-0" a T"'" 0 0 0 Released for Construction . . . 1 " 0 f 1"x 2'-0"x 1'-10"----+--• Ol .... 0 a, V) 1 /4" Dia-20"x 3/4" St alnless Steel ountersunk DESIGN I £ Brg1--1- 3" 8" B" 3" 1'-1 O" • Ol • I") . .... 0 :::, I .a . ~ N 1 a, ..J 1/2"x 6" Anchor Studs (Total 4) PLAN -MASONRY PLATE ft 1"x 2'-6"x 2'-4" ~ Brg--- 1/2"x 6" Anchor---... Studs (Total 9) Scale: 1"=1'-0" I I I I I I 3" 11'-0" I 10" I . . -. 2'-4" Brg Abut 1 3" l n • 0 I . .... l 0 I • .... • 1"1 l t0 I . N PLAN -SLIDING PLATE Scale: 1•=1'-0" E CJI C, ... .c a. 0 ·-0 ,, C w ~ a, ..J PLAN 3"= 1'-0" l 0 .... • c:o II ~ t v 0 0 l-N 0 0 0 0 I T"'" PLAN -UPPER fl 1 /B"x 6" Dia ---- PTFE Disk 3"= 1·-0· 7" J 1/2" J 1/2" C Fl atheod Cop s crews -JJ If. 1"x 10"x 1'-2" SECTION D-D ELASTOMERIC TEST BEARING PLAN -LOWER R. 3"= 1'-0" AS BUILT ■ N0ChIng11 □ ChIn91d 11 Mlrkld A1-Bullt Dato: It 1"x 10"x 1•-2---.... Stainless Steel Sheet 0.135"x 10"x 1'-2", Bond to 1 • Plate If. 1 ·x 7"x o·-7• ----1 /B"x 6" Dia PTFE Disk, Bond to 1 • Plate SECTION E-E PTFE TEST BEARING QCM RELEASE HAY Ola FOR CONST.ftlJCn(W J"= 1'-0" .., B. Yach --" " h I BRIDGE HO • M. MO sen NEW FORD ROAD BRIDGE NO. 1 DETAILS J. Kratochvil M M GENE FOSTER .., --••. ••ohsen,· ~ TRANSPORTATION 55C-619 ----+--------+-------------CORRIDOR AGENCIES POST MILE TF /E ST MER C B RI GS __ .. ,. QUANTITIES .., L. Dickson --L. Fellows TCA CORRICOR MANAGER P E LA O I EA N ,..iiocii,i,... _________ ..._ ___________________ .L----J...-.;;...;;;.;.:.;.;.;:.;,.;.;... __ .J..._OR_IGI_N,;;,,Al. __ SC;;.,Al£~1N..:.I_NCH-ES..L....,._..,..._,..._,._.,,___,-..,..._1-!-cu~-12~3~3~2--------1-o-,s-RE_G_AR_D_P..JRL.IN_TS_B_E_AR-IN_G __ .,..._ l"ILE 10: t: ,.,, \332\dwga\332bgpd.dwg PLOT DATE: 4/15/14 FOR REDUCED PLANS o 1 2 3 EA 102540 EARLIER REIIISION DATES -• 1----r--.--t-..--Face of Barrier 1;2• 0 s• max ctrs 0 3/a• , open holes o 1a• 1 /16" .. PLAN Place anchor bolts for Cover t on approchlng traffic end • Face of Barrier -r-..iL-..J....--1.. ____ _. SKEW~ 20· ® ---JI:!. 2 1/2" DIST. COUNTY ROUlE POST MILES TOTAL PRo.lCT SHEET TOTAL NO. Released for Construction 12 ORA 73 . . Dote. ANCHOR STUD Normal to joint 5/8"91 A-325 bolts, 1 3/4" 1/4" Beve+----..L reach. Torque to 4" 150 ft. lbs. 1 1 /2" 1 1 /2" Bar 4x3/4~" -~~~~J REGISTERED ENGINEER -CIVIL ~ ~ V. w. WISME I PLANS APPROVAL DAlE Exact width to be determined by the Engineer Recessed hole-T J/4•, Hole In bar & Angles Typ. Iii! 11o. 19925 11-30-11 AS BUILT 0 NoChangea • Changed II Mlrllld AI-Bullt Date: bolts extended 1 /2" min and coat with bond breaker. After concrete BOLT & PLATE LAYOUT ® 1.21 has cured. remove Installation bolts, Install A-325 bolts and sheet neoprene. sNr-Nr-----1__ Covert 3/8x8 1/2x18 ___ ..___ __ Bend to match face ~ 8" of Barrier SECTION D-D 2" VIEW 8-8 K'AISEO MEOIAIVCi/RB 1 O" Cover It 3/16"x13" wide sheet neoprene ~ I I I I I I LS!2J ( PER Fl £LO MEMO NO. 2-408) THE MEDIAN SLIDER PLATE ENOS l.'5".r FRtJM TtJPOFCf/RB FACE Face of Barrier , o" VIEW C-C Cover It--... • <o See "Plan Bolt SKEW > 20· I clear 7 ;e•xs• anchor studs O 9" ± ( typ.) Bend to clear paving I notch or when required I 1 at closure pour . ...:__ ____ _.j..--- 1 Paving notch or I I Closure Pour u~: I "'"' ~ I I / / / / / I I I Cover It -Bar 6x3/8x18 : \ L_I I '-__ _J Cover It 3/16"x13" wide sheet neoprene 1/16" Gap 4t <o SECTION E-E Initial Pour Limit---- Match slope of Barrier or Curb face ___ __.., 1/16" Gap -Bar 4x3/4• 1/1e• Gap Cover It See "Plan Bolt & Plate Layout C\/ & Plate Layout• ,,___ ______ ....._ R= 3/ Bar 4x3/4 Ji?INT ASSEMBLY #EEO NOT 7i1/RN UP@ /IIG/-1 SIDE OF L 4x3x1/2 __J) Stop on high side A of deck 1fc?AOWAY. HIGH SIDE BARRIER DETAIL NO SCALE ~~~~~~~~~:[:--Tight fit 1/4" 1/4" I (§,;.~ 6" J 3/16"x13" wide sheet neoprene ---- LOW SIDE BARRIER DETAIL (See Note •e•) I _j / ==f:====:!J I ~ 6" J SIDEWALK DETAIL Tight fit 1/4" 1/4" 7 /8lx12" anchor studs O 911± I t.---Closure Pour Limits I ...___-+--+--Tack weld nut to angle at 2 locations. _r:..:.:--t~~-~-7 /8"xs· anchor studs 1 0 9"± (S"long _ "-in overhang) I ""'-3/16"x13" wide sheet neoprdne I ,,----4----Match existing joint width for closure pour 14---tr--~ I f. "a" ~ SECTION A-A Notes Expanded polystyrene Joint Information Mo\WTl91'1t Location Ratln9 , .. 11,· Abut 1 4" Abut 4 2 1/2" Skew I I 20° 20° Note Stagger anchor studs O 4 1;2•± on centers thus: ~ g•I ~., •• ~ 41 'i 9"± "a" Dimensions Winter Summer Sprinff ck Fa 2" 1" 1 1/2" 1 1 /2" 3/4" 1" Full penetration butt welds may be substituted for fillet welds on all anchor studs. Alternate types of anchor studs may be permitted subject to the approval by the Engineer. Joint seal assembly to be used in conjunction with closure pour. (See other sheets for limits). Closure pour shall not be placed untill final deck surface is within the tolerance specified. Joint seal assembly to be fabricated in 14' max lengths. use joint at crown of roadway, at any change in transverse slope in deck and changes in horizontal direction. Place other joints at or near lane lines. All metal parts to be galvanized after fabrication. Sheel neoprene shall be fabricated in one continuous piece or Jolnti shall be vulcanized. Noeprene shall be fabricated to bend around corners. 1 holes in neoprene sheets shall be drilled or punched so that the neoprene is not distorted at the time of installation. Note "A" Insert assembly or expansion anchorage for 5/8"x1 3/4" A-325 bolt. Note "8" Use the Sidewalk Detail at all sidewalk joints. Use the Barrier Detail at both sides if the roadway is crowned or if the difference in elevation between the ends of the seal is 0.5' or less. OCM RFiJ4K ~roa• roRed FIL£ NO. DIIAaNG OAlt xs· 12-ss DESIGN IY APN\.J.11705 1111B IY 4/90 r~=M~U~~•-w_.F_-~~~O~D~"-~OmlD--H_._H~~~R-~~ww SUMTIED BY C. W. PURKISS STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DIVISION OF STRUCTIJRES STUCTURE DESIGN SSC-619 NEW FORD ROAD BRIDGE NO. 1 POST Mil£ ■ -1147A (CMD 1/11) FILE 10 t \1,,\JJ2\dw91\JJ2b)ta.dwg PLOT DA 4~3 94 ORIGINAL SCALE IN INCHES FOR REDUCED Pl.ANS 0 1 2 l cu EA 12332 102540 DISREGARD PRINlS BEARING EARUER R£\'ISION DA 1ES rtl S-15 S-20 Typlcal Jt. Face of Curb 2 Anchors on ends of •och assembly. Bar anchors O 9 max. or anchor studa O 4 1 /2 max. Appr~ Sidewalk, Ande See Roadway Plans 4" Studs O 6 Staggered Bar anchors O 12 max. 3" ~ Face of roil • Face of Barrier Ii ~------------------[7 --rr--·-on ---no---r;-0 • n --on --·n·o .. . .. . .. u .. u .. .. u - Bar anchors O 9 I max. ~ or anchor studs O 4 1 /2 max. PART PLAN EXPANSION ARMOR NORMAL TO GIRDER Scale: 1/2"=1'-0" .._ 1 /2" 3" ,..::.... I 2 0 Anchors on ends f each assembly 7 /16"x1" slotted holes in -- bar on one side of joint. 7 /16"1 holes 0 0 in bar --r-t'. Opening in deck ----- PLAN DIST. COUNTY RWTE 12 ORA 73 • v~~UI~--- POST MILES TOTAL PRN:CT REGISTERED ENGINEER -CIVIL PLANS APPROVAL DATE Bar 1 3/4 x 1/4 ,c 1'-0" Galvanizing SHEET TOTAL NO. SHEE1S ESS/ !, 'MSM not required r---;;-:-:;-:-:::-:~-:--~-------. Rel~ose~ for Construction n--~ Typ. joint Joint Seal A11embly Face of Curb (at Top) Face of Barrier-...... J/8" x 1 • Cap screws and washer. Drill and top e,. Remove screws and lf's ofter concrete has set. Galvanizing d-,J,t1 Dote . In Roadway Not Shown Bar Anchor v"J or 2 Stud Anchor Bar Anchors vJ at 12" Max or Stud Anchors at 6 Max ---1---~----i.,\-l--._.:;,__-Staggered1-----------\in::lr-" 2 Bar Anchors or 2 Stud Anchors ---------------- 3" Bar Anchor or Stud Anchor at 12" Max Bar Anchor or Stud Anchor at 12" Max ....,.. Bar Anchor vJ or 2 Stud Anchors 1 / 4" Cap Screw and 3" e. Wosher at 18" Max NOTE: Face of Barrier -"" Bar anchors O 9 max. or anchor studs O 4 1 2 max 2 Anchors on ends of each assembly. not required. SECTION TYPICAL JOINT DETAILS Scale: 1 1/2"•1'-0" AS BUILT ■ NoChangn □ Changed II Marked A1-Bullt C'ato: ==-,..._ ___ ,.,,.._,,.....,,,.. ... ---t"- 1 l 4 • Cop screw and J" rt Wosher O 18" ctrs. The Type •a• expansion armor for the sidewalk section has been modified from the details shown on the PART PLAN EXPANSION ARMOR SKEWED TO GIRDER@ 3/8" Cap screw and 3" e Washer O 2•-0• ctrs. 2" r> hole in top Ft . Drill and tap angle. Remove screws after concrete hos set. ---... L 9 x 4 x 1/2 J/8"f Open holes O 18 , / Bevel corners 1 /8" 2 f hole In top ft . Or111 and tap bottom f. Remove screws after concrete has set. ---- 2" Top of Sidewalk or Median standard drawing. The Type "8" Expansion Armor for the Median Section Is Similar to Sidewalk Section Shown. Grind comers to 1 ;2• radius ~-T "A" ~e • "It ir ,---a I . ~ i-r lf -,-lr,. 7-r lf -u-ir • . , • Stud 7 /8 x 1•-4• o 9 Stud 7 /8 x 1°-8• o 9 tuda 7/8 x 1•-2• O 9 .c:;._it-+-+---_J 1'-0" ,... "I 7r u . • TYPICAL SECTIONS Scale: 1;2•=1'-0" Studs s;a· x 1 • -o· 0 12 max Scale: 1/2"=1'-0" Type "A" 1r1r71-r7r,-ir7r1-rr7l Top of Sidewalk or Median Top of Deck J/8"f Open holes O 18--- (LBar 1 x 2 4: 1 W2 1 2" 2 3/B"f Open holes O 18-,----1.... Checkered f. J/8 x 12 r-r, 7"'.; 1F==;~~ffi,.~@ J 16 3 W2 Abutment Bar 3/8x2 (Checkered) Bars 1 x1 / 4x1 • -0" 0 12 Top of Deck J/8"f Holes O 18 ----'Mars 1x1/2x1'-6" 0 18 Backwall L 9x4x1/2 TYPE A --Bar 5/a·, or 7 /8"f ANCHOR STUD Note: W2 = 1" at maximum temperature normal to joint. Exact width to be determined by the Engineer. DETAIL WITH BAR ANCHORS ® Scale: 1 1;2•=1'-0" TYPE B Full penetration butt welds may be substituted for the fillet welds on all anchor studs. Expansion armor assembly to be galvanized after fabrication except as noted. Expansion armor assembly to be fabricated in 14' max. lengths. Abutmen~t~-~===~--1 Backwall Studs 5/.8 x 4" 0 12 max. Note: Alternate t>,:>es of anchor studs may be permitted ·subject to the approval of the Engineer. Use joint at crown of roadway, at any change In transverse slope of deck and at edge of lane. Quantities shown ore for design purpose only. QCM RELEASf; MAY 03 •. TYPE A TYPE B DETAIL WITH ANCHOR STUDS @ Scale: 1 1;2•-1•-o• For details not shown, see •oetoil With Bar Anchors" UNIT TYPE A B ASSEMBLY WT LBS/LF Bar Anchor Stud Anchor 91 102 45 45 t-OR co,,s.111 ■a.l( NOTE: The Details Denoted Thus, @ , Have Been Modified as Shown From the Details Shown on the Standard Drawings. STATE OF NEW FORD ROAD BRIDGE NO. 1 FILE NO. XS-16-57 DESIGN rr DIVlSION OF STRUCTURES 55C-619 1---------------------------1 ~--12;77 DETALS " w.r. SVOBODA ,.. H. HERR -.. ,. a CALIFORNIA STUCTURE DESIGN POST wu EXPANSION JOINT ARMOR DETAIL ,_ _____ .,__MII_TIED_IY_~C.:.;,;,W.:...:PU;..:;.:R:.:.:l<IN~S::.._. ______ .J.. __________ L-_________________ ~D.:;:.EP_;,A,;.;.R~TM.;.:.;E;:;_N;.;..T_O;,;.F_TR~A::..;,N~SP.,.:OR:;_;__TA...,..TI_;__:O_N+------------~------l...------,...l:.::.MA:..::X~IM;:.:U::.:.:M~MOVEMENT RA TING • 4• ~!!Jiii:sii=::::=:=::oHIT!ii:::t::Jrs:::J cu 12332 ORIGINAi. SCAI..£ IN INCHES FOR REDUCED PLANS 0 1 2 3 EA 102540 DISREGARD PRINTS BEARING EARUER REIIISION DA lES S-16 S-20 .----Note; Top of FI I I wrnowo11 GeocOfl"C)oslte Drain Typ Noto A: Provide Unslotted Pipes rn Pipe Benda and at Pipe Junctrona. Benda and Junctions In the 3N Plcstlc Pipe Sha I I Have a 30• Radius. Straight Portions of 3• Plastlc Pipes In Back of Abutments ond Wingwol la Shol I Be Slotted. 3" Plostlc Pipe Extensions Beyond Wlngwal la Shall Be Unslotted. 3" Plosttc Pipe <See Note A> Typ Top of FI I 1--... Note: For Extension of the 3" Plostlc Pipe cunslotted> Beyond the wrnowo11. See the Rood Plans. { Bearings Abutment 1 Bock Face of Abutment WO I I i New Ford Rood Wingwol I For Extension of the 3" Plastic Pipe cunslotted> Beyond the Wlngwol I, See the Rood Plans. PLAN NO SCALE Note: Detolls Shown ot Abutment 1. Detolls at Abutment 4 Ara Similar. l'LOT DATE, 15-Al'R-199-4 09,56 PEN TABLE, •Jhl,pen Bock Face of Abutment Wal I DESIGlil •• --v. Wismer M. Mohaanl DETAILS .. Wingwall Construction Joint CBarrier & Sidewalk Not Shown> Geocorrposite Drain 3" Plastic Pipe <See Note A>-- SEC·T I ON A-A NO SCALE Bock Face of Wingwoll ,,.--Geocorrpos I te Oro In Treated Permeable Bose Bottom of Wingwol I 3• Plostlc Pipe <slotted> DIST COUIIITY ROUTE POST WILES SHEET TOTAL TOTAL PROJECT 1110, SHEETS 12 ORA 73 I • REGISTERED CIVIL ENGINEER PLAIIIS APPROVAL DATE IIIAll ■aN■ a. L■UW1 INC: Two Ven+Lr•• Suite 550 Irvine, Collfornlo 92718 Releaaed for Construction . . rl>/4y Dote. ,.,,--Geocorrpos i te Dra In I. 1 ·-0 ... I • ? :..------FIiter fabric Drainage Pod CMtnor Concrete> F I I ter F Obi"' i C Treated Permeable Bose SECT I ON C-C ____ _,3 • P I ast I c PI pe <slotted> ,,.--Top of -'---I----...Q"-i.., __ ~---..:::=:i abutment 1 4 .. foot r no 1 '-o· SECTION 8-8 NO SCALE AS BUILT • NoChangu a Changed II Maracl A•Bullt Datt: • NO SCALE QCM ltlllAI( HAY 03111 J:~OON1t111--..a 6" Dia. Steel Pipe I I I I l-,-~C Bearings r Abutment 4 Sleeve Connection-- (; .................. 1----------iJr_ ... .,_-,;m..,_.,_.,_.,,, -----4 /,,,,,...--:amsa••••s.•• ---------~,,.e&•-&-.-.:&-s I I J------J'-1-----"----+---------i I Expansion Coupling, 1 See Detail Th is / S-Roadway Sheet 1 I I -.--++--+,-Expansion I Deck Drain D-1/ Modified~ / I I I I I I I I I PLAN DECK DRAIN LOCATION Scale: 1 /2" • 1 '-0" 5/8" threaded bolt Device Not Shown ._,..__Abutment Backwall Curb Line .:,t. 3 ,, V) NOTE: For details not shown~ see Sheet S-13 and ® r Drain Pipe, See Road Plan For Extension Top of Deck 6" Dia Steel Pipe L 2x2x3/16 Sleeve body thickness and length 0.238"x16" 6'" Dia. x 0.138" golv. steel pipe 1/4 1/4 NOTES: All hardware to be galvanized. For "a" dimension see Sheet S-15 Gasket I- ,, a" r- 1 I I I I I I I I I I l_ J'-o" and~. EXPANSION COUPLING No Scale .... DESIGN Wt W. Zapfel aca11111 .., CIHICIIB DIST COUNTY ROUTE POST MILES SHf:ET TOTAL TOTAL PROJECT NO. SHf:ETS <&. Abutment Bearings 12 ORA 73 I 5' -0" ------j / REGtSTERED CIVIL ENGINEER ~oFESS1~ ~ ~ /1 V. W. v.tSMER '111 llli! No. 19925 I\; PLANS APPROVAL DATE • [J1p. 9-30-97 lf- Cop End with 1/4" Steel Plate, Tack Welded and Sealed Watertight -- 32" Diameter Opening Through Abutment End Diaphragm --~'--' ' \ 1 '-0" Typical l'A'99CINII -L■uw1 INC. .,.~If a-.,L 'tft~/1--t Two Venture. Suite 550 Of c~'~ lrvlne, California 92718 24" Diameter x 0.250"-- Thick Welded Steel Pipe, coated and wrapped with PVC Tape Curb Line \ I I 11 11 I I I I I 11 I I Abutment Thimble may be Cast-In-Place after tightly wrapping with two wraps of 15# Building Paper, or seal per@@ 7-10 7-10 U-2 U-3 STEEL CASING PIPE FOR FUTURE UTILITIES 1/2" = 1'-0" Note: Seal utilities at abutments with concrete or mortar after tightly wrapping utility with two layers of 15# building paper. If structure Is prestressed, seal to be placed after stressing Is completed. Released for Construction Date . Typ All Sides 1 '-6" Top of Sidewalk AS BUILT a NoChang11 Seal by Caulking M. Mohseni Deck Drain D-1, Modified Add 2-#5-.--._ Each Side Of Opening Typ. Top & Bottom NOTES: For Details Not Shown See ~. South Curb Drain Details -Shown. North Curb Drain Details -Similar. Cl Changed•• Marktd A•Bullt Date: ==tt===~=--y ~~ 6 :11 Sid•• ~/<t. Bearings Abutment 4 SECTION A-A Scale: 1 /2" = 1 '-0" Top of Deck Expansion Coupling See Detail This Sheet 5'-o" 8" Dia. Steel Pipe Expansion Device--------.__ Not Shown ''-.... 9" Diameter Formed Hole SECTION 8-8 Scale: 1 /2" = 1 '-o• Roadway ,----.---~--- -Drain Pipe, See Road Plans For Extension /15 0 Total 7 QCM RELIAK MAY os• FOR 00NIT&UCII.CW BRIDGE NO. ~ TRANSPORTATION 55C-619 NEW FORD ROAD BRIDGE NO. 1 ~ GENE FOSTER p T ILE r-------------..... ----------------.....l~~~..J...-..:...:.;.;;;;.;;.;;~--L.--=:...;..~;;;,;,.---1 __ -:_-.., .... :_-..,..c_o~RR_l_oo ... R_A·G-E-NC ... I-ES-1-.. TC_A_c_o_RR-ID_O_R _M_AN_A_G_ER ___ ,L... 0 _s_M _J.. ____ ...;D:.;E:.:CK DRAINAGE DET Al LS - 1 cu 12JJ2 EA 102540 -· gq DETAILS J. Kratochvil M. Mohseni Wt L. Dickson -L. Fellows -_.,.. QUANTITif:S ORIGINAL SCALE IN INCHES DISREGARD PRINTS BEARING FILE ID: f: \•'1\JJ2\dwga\332bmd dwg F'LOT DATE: 4/22/14 FOR REOUCf:D PLANS 0 1 2 3 EARLIER REVISION DATES --S-18 S-20 DIST COUtlTY IIOUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 ORA 73 1 • M • 'f Leck bar ... -, YP• /2 ~.y • N i • --f • ■ ~ • ... ~ in REGISTERED CIVIL ENGINEER !'.:: -l:P V. W, WIS ; "°' 19925 • 9-30-97 PLAtlS APPIIOVAL DATI ,.,._...._ ___ __ 1----------------'\.\ ~ ,,,. )( ,,,. )( 1 " L L ~ L 2112" X 2" X 11.i• X 2'-8" Bar ◄1 ,2• x ''.i11 x 1 '-6 • Bar 2 11 x ''"'° x 2' -8 11 -■ f t' rNt,_......-Bar ¾" x , '-f5,.,." w-.n■art ■ -L■UW1 -■ Two Venture, Suite 550 lrvlne, California 92718 LOCK BAR SCALE: 6 • • 1 '-0 • 2-8 ''"" bol ta • 8 • ctra, field drl I led-~ • C -e Bo I t or we Id at contractors option • C ·-e • - tTyplcal all ◄ aides> DETAIL R SCALE: 6" • 1'-0" Sldewalk ELEVATION OF SCALE I 112" • 1 '-0 • .. I .. Nlllllff ·-· .. ,. FLE Ill -,, '-lh \532 'aw;■ \532bdd,d;n "LDT DAT[I 1'1-APll-1114 14124 PEN iABLE1 •Jhl,pen Ful I penotrotl ✓ butt weld-- ■ I/ I N 2 II 6''"11 8 II a· 6''.i" 2" FRAME SCALE I , II - , , -o II ¾• bent threaded rod with 1 hex nut & 1 1,4• 0,0, washer. Tackweld nut to rod, -'" Blank bolt 112" x 12", tot. 10 ltyp. l • • ... ~ ... '" ¾11 Bar Released for Construction . typ.>--H,-1 • tt#>A 3' /,/4 GRATE (BICYCLE PROOF) SECTION S t Engineer Date . SCALE: 6" • 1'-0" SCALE: 1" = 1'-0" Sleeve Inside diameter no greater than p I pe outs I de d I ometer + 1,16 " 6 II NOTES: 1. Al I pipes to be 6" dla, x 0,135" welded steel pipe, Bor 1 1,2" X !-• X 1 , _.,. 5,J' Bar 2 11-411 x 112" x 1 '-◄ 112" ~, "' ~ 1 • D,D, spring "13 w A M gage stainless ~~.--=-.~,-,;-;,.-r-------...--- 2" ml n. r 2, Fittings & bends shal I hove o min. wol I thickness of ,,,•. 3. Al I Jolnta or connectors to be butt welded er connected ateel, 2" free I ength, Spr Ing constant of "" by a steel pipe sleeve & to be smooth throughout Inside of pipe except os noted, 2 ◄ Iba/ In. Spring to hove flat ground ends,_~ 4, Al I bends to be on a 1'-6" min, radius measured along t pipe, Curb Line f--:Double Grates .. __ _ Top of Deck See Modified Type 01 Deck Drain Inlet, Detail T ,,, See 'Lock Bar' detal I ~ 1 I • N 15" Blank bolt 1,2" x 12" L 2 l,2" X 2" X l,-4" X 2'-8" Apply adhesive sealant on pipe periphery 5, A 11 bends to be smooth. . &. Galvanlze deck drain osserrbly after fabrication, 7, Al I pipes to be on a mlnlll\.lm of 2"J. slope, e. For details not shown s11 C''). 'rll----~ to seol Joint, Secure each end of sleeve to pipe 9, For Deck Drainage Layout see "Girder Layout" sheet, 10. 2 Grates are reQulred for eoch deck drain, Bar 2" x 1,4'°' x 2' -8 • DETAIL Q SCALE: 6" • 1'-0" Sldewalk I I /.,, I ' __ Se_e~D""'e~t...;o_l_l __ R~/ 1" C Ir, to frame from face of curb w I th 3 -u1 0-2◄ x 1,2" se If tapp I no hex heod screws -.J 9 II SLEEVE CONNECTION SCALE: 3" • 1'-0" Top of Deck AS BUILT Q NoChangel ■ Clllnged u Ila Md Aa-Bullt Date: ~, .,,---S I cpe to dra In --- 1 I -& II Seal by caulklno ( typ I ca I I -~ (PER FM NO. 1-373) ( OPTltJN TO USE 8"P//C IN LIEU • OF STEEL PIP£ OUTS/OE BR/OGE. Doub I e Grates ~-~- 22 _:::._z::_ 22 _:::. __ 2:l.2_ ::::.Z:::7Z::;z:z:~.~ .. ~.~,5E2f, ~~~b::::.z:::iz::;12:2~":7q., I --------.. ~ ~_;__ I , ' , ---L.. , ,._ +-I I ----,-_ ----' r I ----... I I ---.. • L s • / 1 '-a· N +I ■ Cj) - I . -Slope to drain~ 1,2• typ. I 1'-a" / I I \ -----------,------ 1 , _.. I H .. '1 . I I J /~See Det011 a o. 135 • sheet metal DECK DRAIN LOCATION 2' -8 51-4" 1'yp, ., QCt.f RELEASE HAroi• ~ CONIUlUCtlQr( DESIGN •• B. •• DETAILS J. QUANTITIES .. L, 6" Dia Steel Pipe TYPE D-1 MODIFIED DETAIL T NO SCALE Yach CICCIIID M, Mohseni --• M • G 11 more Mohseni CICCIID L. ~ TRANSPORTATION .....=--------i------------t ~ CORRDOR AGENCES Dickson Fel I ows OIIICINAL SCALE IN INCHES FOIi REDUCED PLANS O 1 2 OENE F'OSTER TCA CORRIDOR MANAGER cu 12332 EA 1025"10 55C-619 POST MILE DISREGARD PRINTS BEARING EARLIER REVISICII DATES-• SECTION u-u NO SCALE NEW FORD ROAD BRIDGE NO. 1 DECK DRAINAGE DETAILS-2 LYI H ET rJF S-19 S-20 ------------------------------------------------------r--~:,::;---------------------------------1 I Pl.OT DAIi: •-22-14 (NE-ISSUE) I DIST COUNTY ROUTE POST MILES SHEET TOTAL I TOTAL PROJECT NO. SHEe:TS I ! BENT 3 ABUTMENT 4 1 2 ORA 7 3 I= BENT 2 / / r---'------'------'-------..1.....-__., __ -I 1 1 ~ I 1 1 11 @ 833206 I ! ABUTMENT 1 / ,J ,~ 15 I •-·---1• ii i / 12 I REGISTERED PRO SS:ONA1. CE 21-10 r,,,,,J-J f-.9. 16 I 0 8{ w i! / 833201" / I Ii ·I 8 ~ ID I I ® I I --17 PLANS APPROVAL DATE : 1tn i . • i 1 ® 833203 I I hltl ' rof'.O f'.Ol'-0 ~ I 833204 I Released for Construotlon M & T AGRA, Inc. Ceotechnlca/ and £nvironm11nta/ Services f 290 North Hancock StretJt Anal1111'm, Ca : i t-1EW AS BUILT ■ NoChanges □ Changed as Marked As-Built L':ite: NOTES: 1.) ELEVATION AND LOCATION BASED ON SURVEY 8Y GREIN!,-& ASSOCIATES : I I ~ I I I I I I I I I I I I I I I } 1 I I I I i 1 f i 1 J Ii ©G I G)(ID(E)~(3) I I I I ~!IIA ~lli!Jl i .. ®(!)~ .., ®®~(1)$@ I I I I I I I I I I I I I I I I I I I i f ] • 0 -I I o. JJ ; ij s I I 0 Iii ~ JJ I s ! J j I I A i N .. • ., 5151 -I I I I ~! l 0 .. • • f 1 l ~ I I j JI 0 a:: PLAN SCALE : 1" == 50' ---- Dote. Cl 0:: 2.) BORINGS LOGGED 8Y GAff'( BUTLER, STAFF GEOLOGIST 3.) BENCHMARK: MSL ELEV. 200.173, TOP OF' CONCRETE POSTS, 0.2 MILE NORTHE'AST ALONG THE BONITA CANYON ROAD F'ROM THE INTERSECTION OF COYOTE CANYON ROAD, 75 FEET SOUTHEAST OF THE CENTERLINE OF BONITA CANYON ROAD. 0 ELEVATION a:: o -v' , ELEVATION 170 -------~ e ------------------------------+------------+--------------------------------~ ------~~~-..:;~;x_'-"" _________ 170 +~ 0~ ~ 0 "II.I" Yo. ,. ,,. :; 833201 + 0 '·" < I,() L___ '• ,, ~ .. -'.:J .,','" ELEV. 159.7 Ill in 2•• B • 8 3206 --------- ~...1...-{; L,.,_ ..... ,.,, C0LLUVIUM SM : Moderate brown fine ~ ~t~-. 160 160- 150 130-- 120 110-- 100 90 80 70 60 SILJY ~NO with m,nor CLAY, roots ELEV. 154.2 4,'}ff" on voi 9 --;=~~~ r----1 2~ B COLLUVIUM: (SC) Dork brown medium BEDROCK (NIGUEL FOR~ATION)· Dork CLAYEY SANO yellow-brown mIcoceous fine to ffi,piip~i!'f &-m:;::;;;,:;::;-MARINE TERRACE DEPOSITS: (SM) Dark -1 50 ~--='-coarse SILTY SANDSTONE yellow orange fine to medium SILTY SAND .,,,,-'»?',, BEDROCK (TOPANGA FORMATION): Dusky BEDROCK (MONTEREY FORMATION): Olive r.A' } yellow CLAYEY SILTSTONE grey CLAYSTONE and SILTSTONE ~ ... color. ~henge to gray-brown, unoxId1zed /. .,.light gray medium SIL1Y SANDSTONE, grodotionol !%:mm~;J;:nrncr"im-□~"iD--contacts PROFILE HORIZONTAL SCALE : 1" = 50' VERTICAL SCALE : 1" = 1 O' DRAWN BY JOE MAGLIATO 5-25-93 G. BUTLER ----------·------1-------------1 FIELD INVESTIGATOR CHECKED BY D. DAHNCKE JUNE 1, 1993 .. siliceous SANDSTONE, difficult drilling ~ TRANSPORTATION COIIRDOR AGENCIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 , 2 .3 ·' Moderate reddish-brown siliceous coarse ----SANDY VOLCANIC AGGLOMERATE with -1 40 ondestitic ? end bosoltic closts Medium grey matrix supported TUFF BRECCIA ____ with basaltic and andesitic ? closts _ 1 30 to 2-inches .. moderate seepage ... m,nor seepage 5-27-93 CENE FOSTER TCA CORRIDOR w.NACER cu EA JOB No. 192-2.34 QCM ltELUSl MAY as• PLATE I 90 70 60 NEW FORD ROAD -BRIDGE No. 1 POST MILE ------·-------------LOG OF TEST BORINGS DISREGARD PRINTS BEARING REVISION DATES PRELIMINARY STAGE ONLY EARLIER REVISION DATES ---s-20 s-2O 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 I I I I I I I I I I I I I I I I I I I I I I I ---· ·-- [J ' 50•00 , ev_c ?t~ 4~•i~.oq Elev 181.90 ~ -4.61361/. R/C•0.6392% Per Station 800'VC PROFILE GRADE No Scale EVC Sta 56•25.00 Elev 165 45 0.501/. 104•-2o/8" -. BB~r Measured Along ~ New [~~~ _Rd • '--~ --1 ~ '---~ ..... ~"J..' ""' ,_ L ..., 1 ' ,~r1· ', 0100•768.9 CFS , :::: ·,_ WS Elev•152'-0" -' ------=~---!=-==-:----... ,,::::-.. - LApprox Exist Ground Abut 1 Datum Elev 120 00 51•00 ELEVATION 1"· 20' ( PEt? rlW NJ /-j, :;; ~-EB , -":~Al __ : ,.,_ ; +,~ --, ! . - ·1 ·1 T 11 t I I I I I I I Abut 2 12'-3"CMin> Vert Cir to WS 52•00 TERMINATE .:..'-5"/F:YTJir'£./li'-1Tr COlil.iJJ1T -,--------, ·--- 9rJ 0 YER17C,./,_ E,:,80/11' c"ATE!Vv ,i, "1WAA A·-· , Top of Cut~ .... ~y--- UTILITY IDENTIFICATION UTILITY TYPE 2-5" ~ Ducts 24"0 Future Utility Opening 24"0 Future Ut1hty Opening 2' -0" x 1'-8" Openin9 For 12kv Line OWNER None None None SCE (•3008) PILE DATA -CIOH CONCRETE Design Loading Location Diameter (Service Load> Abut 1 24" 100 Tons Abut 2 24" 100 Tons Released for Construction PILES DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 Specified Tip Elev 112.0 117 .0 /..,_,. f\\Ol'ESSt(S.< # i; :::; ...., .:; M AMIN ISLAM ;t; ISi No. 46468 PLANS APPROVAL DATE .<'" E•p6/J0/95 it PARSONS DE LEUW1 INC. ~ CIVI. -(~~ ,-.-4 Two Venture, Suite 550 ,-Pf~\~ 2'-Q" X 1' -8" Openinq for 9-4" tonduits Pacific Bell ~3011E- Irvine, Col ifornla 92718 2-5" ~ Ducts ,,, None . {PER F/Et.LJNEUO NtJ. 2-3'12) -·-' JI ;;-/ Project·Engineer 5 /-,,Jr7<f i New ' I Date. Ford Rood AS BUILT -------·-----·---------. ---·-----I 114'-0" ··-------------·--··--·--·· 51'-0" ·-·. --------------63"·0" ------------------·----------------i I 1'-0" CERTIRCATION: The improvements have beer installed 1n substantial compliance with the lines and grades shown on these As-Built plans ana with the quality crrte11a set forth in the proJeC! spec1f1cat1ons T ubulor Hand Roil <Typ> _ . ► 10'-0" 8'-0" i--►I"' B. k ►i. SW i e 12'-0" 1 Lone ►I"' ,1~:~~-•• ?' OT7"-0t ,'f~~~--~ 24'-0" 2 Lanes 8'-0" 10"-0" •fc· ►f-o· -.. Bike SW 1'-0" -- ,. /--/' QC Manager -/ "'--,ff✓~ ,, I ·o ,,,, ·-'" ..ro/£. . ~ ~~:fr!,ll1t{11.qJ.'\ ; • bate ASSURANCE· The 1mprovem.,n1s have been reviewed and found to be accurately recorded by lhe As-Bwit plans. CEMRE Concrete Barrier . and Sidewalk Type 26 <Typ) --~, __ Jf-q.qs-Curve Doto • Date L ----------' --~---··---' -. -""Y ---· .. Lone Lane -2 2/. ◄ - j ., Raised • > /I Median -2.2% -► .. ~~=/=1,..k:=¥0:d..!::===1\=) ~'~==!..'-======f; :..:::I"===;_' ~~'=====1--=1 ==::!...!:' '=~1 !::!,-~-I =L!::1~_-1=:!J~r 2 ( T yp) / i ""-Profile I Cost-In-Place Prestressed Concrete Box Girder <Typ> Grode TYPICAL SECTION 1" • 10' I ABOJ/E GRAOE A/Ii..; ~---1?. ,·/-;,-?1.;,..;L) _/ \ '-Toe of Fill I I '-:<.. rT op of Fill ·, I L "'~ · Toe of Cut R•1800' A•8° 49'56" T•139.01' L•277.47' NOTE: All (As-Built) corrections ar& done in ITALICS with RED INK 1 J. £.--:"' .:;; EB Sta 51•67.09 Q-t ___l.l .. ~J ____ l __ _ A t',ftll 0 ,. Storm Drain Inlet, (Typ>......, / J_ , Elev 169.~6 Tl , see Roadway Pion '\ SW INDEX TO BRIDGE PLANS General Pion Deck Contours APPROXIMATE QUANTITIES Cost in Drilled Hole Concrete Piles <24" 0) Prestressing Cast in Place Concrete Joint Seal <Type B, MR•l½"> 1,449 LF -J~~~~w~,=============:::!::::::==1==7~~ '~t------\ , .. 1.,·~,,.✓• I ~ -·--~L -----------==~-:= j,i::::==•L~'l.;-/1-----------------+---f/-=-==:::::::-=:::::--_-__ _ ·sw·-------'-_,,,\/ .. / 1. 2 3 4. 5. 6 7. 8. 9. Foundation Plan Abutment 1 Abutment 2 Structure Excavation <Bridge) Structure Backfill <Bridge) 40,200 LB 239 LF 710 CY 485 CY 285 CY 750 CY tO 19• oo·oo" / "-----2-5"/ FJ1-Jf.-.'c • I Skew _7 UTIL1,~)' (J,VO ... h i :: . ...l_ -1'... I I Soffit Access Opening ::.,1----T=-o-:-:N-::e~w;:p-o_r_t -B-e5o0c-h--t=======j~=====E==E=C=:S;~to~5~1~•6~3~.~4~8="'=:s~t=====r~~~~~ ~~ • -t New Ford Rood \_ 50 , 51 R•1800' ~ / ':>/ N 83027'36" E j-.. N 74• 37'40" E • • , • Raised Medion -. BC Sta 48•86.01 \ BB Sta 50•62.87 Elev 172. 74 To Irvine ~15° 52'24" Skew L--=:::• ---cr<D-~~c=-· __________ ..,....._~-----------·---4---; ------ ~===-----:::::::?t::=~~\~=7f' --------((.~)\--------7,~=-=-=-=-1-=:::::.:::::== :~. ---------~ •L-----:_4:•~\\~::::'b=========\T'f",====r==r==='=x==t,-----------=--=---===s~:-:-'.w~-:_-__ -_-_.=-__ -_ • SW • -..-1 -) Top of Cut in , ✓ \..:.J Sidewalk Access Opening ✓ Y "-Slope Vories 2:1 Mox T T "'/// r T A PPRt.J,,/ Ctt --Toe of Cut Deck Access Opening Toe of Cut Top of Cut r Abutment and Wingwoll Details Abutment and Miscellaneous Details Typical Section 10. 11. Girder Layout and Prestressing Details Abutment Drainage Detail Log of Test Borings STANDARD PLANS DATED JULY 1992 AlOA AlOB A62-C 80-1 B0-3 B0-5 B0-13 B6-21 B7-1 Abbreviations Symbols Excavation and Backfill -Bridge Bridge Details Bridge Details Bridge Details Bridge Detoils Joint Seals Box Girder Details Utility Opening Box Girder Utility Details B7-10 87-11 B8-5 -tiR;~'7G£ 811-51 Cast-In-Place Prestressed Girder Details Tubular Hand Rail --811-54 \:' J B14-5 -~ Concrete Barrier Type 26 Water Supply Line (Details) ~ 099-8 -► f"" i)J,;F£,t?..,.J/NT ~ PLAN FCkM YJ1D A/?£,./ BY w'RA??t/V.; ..,_ / f",, ;1,;1/✓. ~ Edge Drain Outlet and Vent Details 1". 20' OJC.:,T Wt Fir /5 .... 8. 8i/i...,011VG PriPER.-'-==:::::::"":::,;,=::::'....-===========--(t)..:..L_ ~ 4-",..i ~ ~ .,,./ ,f.:JJ✓V i.: Ml I✓. - DESIGN .. F MOHAMMAD! D«OclO I KHAVIA LOAO FACTOR LIVE LOADING• HS20·44 AND ALTERNATIVE DESIGN AND PERMIT DESIGN LOAD DETAILS .. J CRAWLEY -acaa I KHAVIA IY C>CCICIO /A TRANSPORTATION LAYOUT Y S FAN F MOHAMMAD! .. C>CCICIII IY =.,.7 F MOHAMMAD! CORRIDOR AGENCIES OUANTITIES F MOHAMMAD! I KHAVIA Sl'ECIFICATl.)15 KT SU CENE FOSTER TCA CORRIDOR MANAGER BRIOOE NO • 55C-620 POST HILE Structural Concrete <Bridge -f'c•3250 psi> Structural Concrete <Bridge -f'c•4000 psi> Structural Concrete <Bridge Footing> Bar Reinforcing Steel <Bridge> Tubular Hand Roil Concrete Barrier (Type 26> Raised Median Miscellaneous Metal NOTES: • For General Notes See "F oundotion Pion" 166 CY 172,670 LB 276 LF 279 LF 104 LF 7,750 LB • Adjacent Landforms shall be Recontoured to Provide o Smooth and Gradual Transition Between Modified and Existing Grode • For Sidewalk Transition "See Roadway Plans" (D Paint "BRIDGE NO. 55C-620" .r _:i,--,~--Standard Pion Sheet No. - ---De toil No. ••••• ...... ,a NEW FORD ROAD -BRIDGE No 2 GENERAL PLAN OAIOINAL SCALE IN INCHES I I I I I I I FOA REDUCED PLANS 0 I 2 3 CU 12-332 DISREGARD PRINTS BEARINO REVISION OATES IPRELIHINARY STAGE ONLY> ~:-:::-:--=-:-:-::~:-:-:--:::-:-:----:-:~-""".""."---.------------------------------------~~~~~~~==-1 ___ j__ __ J~ __ j__JjE~AJ10~2is[4foL _______ J!EA~R~L!1E~R~RE~v~1!s~ro~N~o~.-~r~Es~:::::J~~·-~~~ '.; 311194 I 1 1 F"ILE 10 /uar:3/,sJ/aJh/ JJ2/draw,n;a/ JJ2b;p sht SHEET OF 1 11 , PLOT DATE• 22-APR-19114 1!> 46 PEN TABLE, ■Jh,pen 173 X \ \ \ To Neweor l Beach • 173 \ i New Ford Rood I X I /'/ . 172 .' I ' i F'ILE ID• /usr 3/,sl/sJh/ 332/draw,n,;is/ 3l2cont shl PLOT DATE, 21-.APR-11194 15 52 PEN TABLE SJh pen 171 X \ '\\ X ' I I X X i Brg Abut 1 Cf_ Brg Abut 2 I . I X 169 X ' \ '\ X '\ ' \ ' ' ' ' ' ' ' \, ' \ ' \ ' \ '\, \ ' \ ' ' '\ \ \ ' \ ' . ' ' \ ' \ \ ' ' \ \ \ \ \. ' \., \ \ \ \ \ ' ' ' \ •, ' ', 't ' \ ' \, ' • ~ ' ' ' ' \, ' '\ '\, ' ' ' I. X I. , X I 170 169 I I I '--Edge of Deck DECK CONTOURS 1" • 10' 0ESI0N IY F MOHAMMAD! CICCICID I KHAVINA \ X ' \ ' '\ \ ' \, \ ' ,, ' ·, I ' ' \ ' ' \ I ' ' ' ' \ \ \ \ ' ·, ' ' ' , / / , , /// , / , , / / / / I 168 X 'Z . '· , I ' \ ' \ \ \ . ' \ ,, ' ' '· '· / ' , , / / , , / ' / / '• ' \ ', • ' \ ' ' / . ' . ' ' . ' ' ' \ ' ' \ To Irvine ~ TRANSPORTATION ~OE_T_A_1L_s_1--IY-R_GO_N_Z_A_L_E_Z_E_-+ac-c,c __ m_l_K_H_AV_l N_A_--t ~-~-CORRIDOR AGENCIES QUANTITIES IY L FELLOWS OCCUD I KHAVINA ORIGINAL SCALE IN INCHES FOR REDUCED PLANS e I 2 3 168 ' - NOTES= o lndicotes Even Foot Contours x Indicates 10' Intervals Along Station Line Deck Contour Intervals Are 0.2' Cont•~i~...l':ilu.Jw.J.11.LW:u;;.gm~;._ ___ _, Released for Construction 6'/,/qt/ Engineer Dote. 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 i'sTEREO PLANS APPROVAL DATE PARSDNS DE LEUW, INC. Two Venture, Suite 550 .Irvine, Cal ifornla 92718 orEss, .:; M AMIN ISLAM W No 46468 6/30/9 0 I() 0 I') <O Abut 1 Abut 2 D Structural Concrete, Bridge {f'c • 3250 Psi lO 28 Days) ~ Structural Concrete, Bridge (f'c•4000 Psi Q 28 Days) m Structural Concrete, Bridge Footing {f'c • 3250 Psi Q 28 Days) ~ Cost-In-Drilled Hole Concrete Pile CONCRETE STRENGTH 8c TYPE LIMITS ..- -00 0 . 0 C 0 Q, (/) No Scale --. 0 C 0 Q, (/) CX) 0 . 0 C 0 Q, (/) CAMBER DIAGRAM N Does Not Include Allowance For Folsework Settlement No Scale RIOOE NO, 55C-620 AS BUILT • NoChangea □ Changed as Marbd As-Bullt Date: NEW FORD ROAD -BRIDGE QCM R£LlASi MAY 03 IIM fQft 00.NlI&UmKli No 2 GENE FOSTER POST MILE TCA CORRIDOR MANAOER CU12-332 EA102540 OISREGARO PRINTS BEARING EARLIER REVISION OATES-• DECK CONTOURS REVIS ON OATES !PRELIMINARY STAGE ONLY> SHEET OF 311/94 2 11 .. . . . . : .· .. ' ' ' . 50 : : ' . ' . . : .. 158.00 curve Qqtq New ford Road R-1800' 6•8• 49'56" T•139.01' L-277.47' \ I ! 51 \ Abut 1 Sta 50•~5.25 / ( ·--1 // .. ···-·" {--... l RFOS :Ve)-/J,/,./C-.!✓ 400£0 2-24"/i:;;i)f( ?ii.£...;, (#B8½ t B/tJf,..:::) PLAN 1"·20' " i New Ford Rood • r I r ' I Bundled ~f-: 5-•lO x ~I Alternate SECTION A-A No Scale ·rWWLOL N 83° 27'36" E -- 52 N 63° 27' 36" E Sta 51•63.48 WWLOL R•1737' .. ···. .,. . ... / ,--.. . ' ' ..... 155.00 / NOTE: All Piles Not Shown. " OtlCIID Q) .... Q) ... u C 0 u .c: -i -0 Q) = ·-LL. Q) 0 :I: "ti a, -·-... 0 0 L a. VJ QI -lo.. 0 ·-3: .c UN ..... -h. ~ - N g : N, D-t :o I uS2 IO GI -Ol I ..... -0 I ,..... - C ·--0 0 IL. -0 E 0 --0 m a. >. I--- 24"0 CAST-IN-DRILLED HOLE CONCRETE PILE PILE DETAIL No Scale DIST COUNTY ROUTE Released for Construction 12 Oro 73 PLANS APPROVAL DATE POST NILES SHEET TOTAL TOTAL PROJECT NO. SHEETS AMIN ISL . 4§4§8 ,'5/30/9 Spiral Moy Be Discontinuous at Footing to Allow for Placing Footing Reinforcement PARIIGNS D■ a.■uw, INC. Two Venture, Suite 550 Irvine, Collfcrnlo 92718 -0 0 I- GENERAL NOTES: DESIGN SPECIFICATIONS: Caltrans Bridge OesiQn Specifications (1983 MSHTO With Interims And Revisions By CAL TRANS> CONSTRUCTION SPECIFICATIONS: Standard Specifications, State of California, Deportment of Transportation, Doted July 1992 and the Special Prc>Yisions. STANDARD PLANS: Plans Supplemented by Standard Plans, State of California, Deportment of Transportation, Dated July 1992. DESIGN LOADING: Dead Load: Includes 35 psf Allowance for Future Wearin9 Surface. Live Lood: HS20-44, Alternate, and California Permit Design Load. Seismic Load: Peak Rock Acceleration • 0.46g Depth to "Rock Like" Materials • 10 to BO ft. CONCRETE: REINFORCED CONCRETE: f'c • 3,250 psi U.N.O. fy • 60,000 psi n • 9 Transverse Deck Slob <Working Stress Design> fc • 1,200 psi fs • 20,000 psi n -10 PRESTRESSED CONCRETE: See "PRESTRESSING NOTES" , Sheet 9. BENCH MARK: OCBM 300 4 70 About 0.2 of o Mile Northeast Along the Bonita Con1on Road, From the Intersection of Coyote Canyon Rood: 186 Feet Southwest of the Center of a Bell System Telephone Comi:>ony Manhole Cover, 75 Feet Southeast of the Centerline of Bonita Canyon Rood, 5 Feet Northeast of o Powerpole Number 18616420E, in the top of a Concrete Post, 0.2 of a Foot Above the Ground and About Level with the Center of Bonita Canyon Rood, Witnessed by a Steel Post, 1 Foot Northeast. Elevation 200.173 Adj. 1976 BASIS OF BEARINGS: The Bearing OF S 01• 03'29.35" W Along the Line Between GPS No. 305 and GPS No. 49 as Said Line is Shown on a Mop Filed in Book 129 Pages 46, 47, 8c 48 of Records of Survey in the Office of the County Recorder of Orange County, California Was Used as the Basis of BearinQs for this Map. LEGEND: b Indicates Bottom of Footing Elevation 0 Indicates Piles. BR AS BUILT Q No Cha'lge■ ■ Changed as Tie rted As-BuiH Date: QCM RELEA8l HAY038 FOR CONS.TJlUCDQfi r==~,------r:::::;:-~----1=:::::-:--tw::---=::-:-:--=--.:-icimii;-:-~:-=-:--I ~ TRANSPORTATION 55C-620 NEW FORD ROAD -BRIDGE l"HOTOOMMMET"Y AS OF I DMVN DESIGN F MOHAMMAD[ I KHAVINA IUIVEYED " TRACED " " tMMIU DETAILS R GONZALEZ E I KHAVINA No 2 r---------.....1'::_:_~~:_f:_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_}':_:_:_:.:=.t:_-=_-=_-=_-=_-=_-=_-=_-=_-=_-=_1~:_:_:_:_~t:_:_~~~~~~~~-=-1:_:_:_i~~~~t~::_-:1.1....<?l'P!l~-.. _.,,_"T.,.._ ---.-c_o_Rr-R-ID-,Or--R-A-rG-E_NTc1_Es+:-:-~~-:-:::E~c-::~~:-=!'::";~_~_R_M_AN_A_oE_R __ ----4_PO_s_T_M_IL-E .1-____ .,...:F....;OUNDA T ION PL A~N::ll"'C"l:-------r-=:-=---=--t CIUOINAL SCA! E •N INCl£S CU 12-332 FIEUI IHmll ., Ct£Cl<ED " Ill' .,.. .. OUMTITIES F MOHAMMAD I I KHAV[NA FOR REDUCED PLANS I 1 2 3 EA 102540 F"ILE ID• /uer3/1■3/■jh/332/drawlng■/332fnd.■ht PLOT DATE• 111-N"A-111114 011135 PEN TillBLE• ■Jh.p■n DISREOARD PAINTS BEARING EARLIER REVISION DATES --11 --------------·--·---·--· -----------·--------------· ------------------ ,. Wingwoll Layout Line / Parallel to t Bridge R•1851' DIST COUNTY 12 Oro ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 73 ~OfESS1 Wingwoll Lo).'.out Line Parallel to l Bridge R•1737' --66"-9o/i&" -------------__ ----_ 53"-103/i&" _ 1'-4"x1'-4"x2" Elostomeric Bearing Pod <Typ>. See .:; AMIN ISL lilt No 46468 -(0 I ,..., 9" -1½" I I _J 4' I FILE ID /usr3/os3/■Jh/ 332/drowings/ 332ob1 oh! , \ I ' , ' , 6'-11½" 2'-0"xl'-8" Opening / / // , See "Typical Section" / PILE /Ole j I. Level <Typ> ADDEO Z Pit.ES 4-' RFOS NO-MAC-24 AOOIT/cJlv'Ai 2-2.¢'~ Cl OJI ?/C:.E @A8t/TA1EA/1.,,.. I (fli.E#B8£ t 8lv1/;,; PLOT DATE 21-APR-1994 15 53 PEN TABLE ■Jh pen ,,,--See De toil 1 I ' i New Ford • R•1800' \ I \ \ \ \ ' ' ' I ' I I I , I ' I \ ' ' I ' I Road For Station See 1c------------' 1 Foundation Pion Sheet ___ ~-Spaces_ Q. 10'-05/4" • 90' -5¾" _ PLAN 1/s"•1'-0" G Brg Abut 1 --. ---<l--- -r · , 1 2 Spaces Q 3'-43/4"• 6'-9½" ~ 24"¢ Opening ,1 \See "Typical Section" , / "Abutment Si Miscellaneous Details" PLANS N'PROVAL DATE • ,p6(30/95 1-P_:A_A_■-DN--■-DII--L·au--w-, -.-N-C■-1. ~\ CIVIL 2" Expanded Polystyrene <Typ> Two Venture, Suite 550 Of c~' \ Irvine. Col ifornlo 92718 Released for Construction \\°' ' \ 1 '·,"---.079" Galvanized Sheet Metal. \ Coot Silicone Grease Prior to -,•· ~ ~ } Placement of Sheet Metal ~-~'I~) ,,-·1· ~ "e\ .\..e DETAIL 1 1/4"•1'-0" ~ Abutment Bearings ' BB or EB---···-. ' I Type B Jo;nt Seol e·B. . 1'·0" 1"·3"; 1'·3" . . a I <MR•l½"> -',_ -rr-.+:·--· NOTE: -·-For Part1ol Abutment Section, See "Abutment & Miscellaneous De tails" ~ _ I"', r 1 -------------,-----·---··- +' Q) Cl) Q. o E a. 0 ... u Q) .-C -Q) < Q) =m 0 3: (t) .:.:o g:z: CD 0' Q) .S Construction Joint o§ 0-- -Cl) Q. C QI I- / •4 Cl 12 Ties For [./ Additional •10 Bors d' •sn a 12 ELEVATION \'--24" CIDH Pile, <Typ) All Piles Not Shown Cl) Q) L. 0 > •8 r-7 ,Total 6 15'-0" •101 ,Tot 12 at Exterior-~ 2 1/s"•1'-0" l. New Ford Rood , R•1800' ' \ \ 9 Spaces Cl 11'-6" • 103'-6" \ I ' I 10 Spaces Cl 11'·6" • 115'-0" -----------8'-0" ----'---·-' Abut 1 ----- -------- FOOTING PLAN 1/e"•l'-0" DESIGN IT IT F MOHAMMAD! OCCICIIO I OCCICIID AS BUILT Q. No Chang• • Changed u Marud As-Sullt Dato: KHAVINA 2'-3" TRANSPORTATION Shear Keys Only CSee "Abutment and Wing wall 2"~ --1 ' '~ 1 r-Finished 2"-6" .,,,~ Grode Details") •5 Cont Q~ ~1:8-=======tt-----+---A •6 L o 12-fQ 12 <O 12 h!~ <D I •5 Q 12 <Typ> N •6 Cl 12 CTyp> NOTES: For Utility Opening at Bockwall See ~ ~ For Utility Opening in End Diaphragm, See' ~7 -B U-3 For Abutment and Wingwoll Drainage See "Abutment Drainage Details" For Section A-A See "Abutment and Miscellaneous Details" BRIOOE NO. 55C-620 2"Clr ,..---, ---, r---, ---, --+--- ' 2'-0" 1' -9" ! 1' -9" ----2'-0" ABUTMENT SECTION ½"•1'-0" -f..----,-f ,/ 24" CIDH Pile Typ QCM IIILIAII. MAY 03a. "°" CONmlUcDat( NEW FORD ROAD -BRIDGE No 2 I KHAVINA ~ DETAILS R GONZALEZ E CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAOER POST MILE ABUTMENT 1 OUANTITIES IT F MOHAMMAD! CHICICID I KHAVINA ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 I 2 3 cu 12-332 EA102540 DISREGARD PRINTS BEARING EARLIER REVISION OATES -• REVISION DATES IPREL H NARY STAGE ONLYI SHEET OF 2 l/1/94 4 11 <D I -..... i---Wingwall Layout Line Parallel to t Bridge . ·JL_· • I Ol • .' N ~~: :\ -C: I (' 24"jj Opening See "Typical Section" 9"-0 " .. . 3/. ' I ' I ' I ------------------ ' I ' I i New Ford Road \ R•1800' ' ; \ ' I ' \ For Station See _____ _ See Detail 1 ' Foundation Plan Sheet ' \ , 1'-3%" --l .....--~ Wingwall Layout Line ·7 R•1737' \ 9 Spaces Q 9'-10½" • 88"-101/2" ___________ _ ------------6'-10" PLAN l/s"•l'-0" ELEVATION 1/e"•l'-0" j I Level (Typ> 9 Spaces o 11'-3" • 101'-3" l. New Ford Road I R•1800' . I 2'-0" x 1'-8" Opening See "Typical Section" -, \ ' \ 2 Spaces Q 3"-5"•6'-10" 8'-3}fo" I ' I ' I .... ,,.. .... ~ ,-1:...; Jr ,..,. ,..,. ' ,,.,. ~ ' _, ---------'--------------------~4---------1;--;--: +-------,-H---------,·-1---------~ t -1--' 1---------,-1---+· -------,_1,1--------, -1---'l-'.j., , t. -1. -l--l-.j... ' -----------------------------------------____ y _____ --------------------------------------1-----------------.... ---------.... .... ~) ~+ -4).--------4+---------\ .i,)-------· 7::j_,+ • -----·-, .i,➔--·-\:----,-.;::i---------,-i::}----------, -1-1·--------,+ +-'-1-\ .j.. l I . I ' I ' ,. ·-+------. -• -- ...... ,,.,,. ,A ~ j I ~ •-------~ ----------- 10 -- I ~_!?~C~~ Q 11'-3" • 112" -6" ----. ~--~ -- FOOTING PLAN 1/e"•l'-0" -- I I ' I ---. ·----~------' I r \ -24" CIOH Pile, <Typ) All Piles Not Shown CHICICIO F MOHAMMAD) I KHAVINA ~ TRANSPORTATION ty -Cl(IO ~oE_T_A 1_Ls_+::_R~G...;;O_N...:.Z_AL_E_Z_E_t;;:;;;;:;;;;---:-I _K_H_A:-:-V"'."-:l"".'"N:-:-A_1 --~ CORRIDOR AGENCIES DESIGN .. GENE FOSTER TCA CORRIDOR MANAOER OUANTITIES .. F MOHAMMAD! CHICICIO I KHAVINA ORIGINAL SCALE IN INCHES FOR REDUCED PLANS e FILE: ID• /u•rJ/193/•Jh/ 332/drow1n9s/J32oot2 aht PLOT DATE: 21-APR-1994 15 54 PE:N TABLE: •Jh pen I 3 cu 12-332 EA102540 BRIOOE NO, 55C-620 POST HILE OISREGARO PRINTS BEARINO EARLIER REVISION OATES DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Ora 73 PLANS APPROVAL DATE PARSONS DE L.l!VW, INCa Two Venture. Suite 550 Irvine. California 92718 Of ESS1 AMIN ISL 46468 pf>/J0/9 ,. CIVIL rr--, Of Ctl Released for Construction . . Dote. -1'-4"x1'-4"x2" Elastomeric Bearing Pad <Typl, See "Abutment &c Miscellaneous Details" \2" Expanded Polystyrene \ CTypl ' DETAIL 1 NEW AS BUILT a No Char.gal □ Changed as llarbd As-Built Date: NOTES: For utmty Open;ng at Backwoll See, ~ For Utd;ty Open;ng ;n End o;ophragm, See· ~:~ For Abutment and Wing wall Drainage See "Abutment Drainage Details" For Section A-A See "Abutment and Miscellaneous Details" QCM REI.IASl HAY 038 FQR CONII8UCDCli FORD ROAD -BRIDGE No 2 ABUTMENT 2 <PRELIMINARY STAGE ONLY> SHEET 5 OF 11 ----------------------------- •Bx ~ml, <Tot 10> A V I • ' .i ' ' ... . 0 . N •5 C! 12--- (Typ) / •4 Ill 18 <Typ) , •5-11---1---, A 8 Abutment Back wall /~-. 7-i/L ____ l .. 1 / / , I I/ 15" Fillet CTyp> I ,' / / , I .1 / ,,l-.. -/ I ! 1/2" Expansion-1 Joint Material I-· I __.,-'---Abutment Exterior / I er? Shear Key I I ,I , -½" Expanded Polystyrene DETAIL 1 No Scale 01ST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 i; M AMIN ISL 4M W No. 16408 PLANS APPROVAL DATE • •P,6,..l_...3.,...0/_.9....,5 it J.------------..._i //,--I PARSDNS D■ L.■UW1 INC. Two Venture. Suite 550 Irvine. Cal lfornlo 92718 Released for construction . ,I,1,r. ( '~7) ~ '---: ... ✓ ~/-// ---------- ~-----------------------·· --------· --------------: -----.. -__ j , ·· ½" Exp Jt , / Material Dote. _/ 1 ..... ----l"L+,--K-...j....jllf-1-1...~-l--,llill--~"' ~~--f~.___"---f-., CJ_,, / \ ~VJ/ \ ---1._.___--1-----1-_ _,________._,____._~+'-----' I •4 I I G12 Ties _J For Additional •10 Bors Abut Reinf, Typ TYPICAL EXTERIOR SHEAR KEY ELEVATION 3·•6 --- Into Pile Cop -~ (Typ> No Scale Wingwall Reinf. •4 <Typ) •5 ~ c 9 2-•6 Into Pile Cap <Typ> 12" F'illet < Typ) •Bx trTil. <Tot 10) SECTION A-A Scale: 1'-0" • 1'·0" FILE 10· /uarJ/103/aJl'l/332/drow,ngs/JJ2owdet oht PLOT DATE• 21-AF'R-1994 1!1 !14 PEN TABLE• ■ Jh pen • I.Tot 6 ·-·-·---. _, ------·-· -. -.. [ . ,('::,~. -- 0 I I") . ---. . PLAN ¾"•1'-0" Sidewalk Not Shown • -·---~---·-----·-·-··-- -r----- ~ . / , -- Note= Reinforcement Shown 1s in Addition to Standard Reinforcement in Curb. Hook Sidewalk & Sidewalk Support Brocket Longitudinal Reinforcement into Abutment Bock Woll. -.. ---. . .. ------- ,~2-• 11 I' ------____ ,._ -----, .. - I 1111 . . . . . . .. -. . I " -----I II I II I " I II ,.7 I II I II Monohth,c Curb ' Bundle 4-•11 8c Gutter, See / ;, Roadway Plans \._ 1 / /J -•4018 •5012-1 _2 ;1. )..~l----cl+-11 --\------------rl r ---==~ 00 t /L----~~?~~ /Transition 0 ¾" to 0" .' 5' From ,,., Bridge Sidewalk Support Brocket / . 2-•4 •4U c 18 2" Cir CTypl LJ\\\_ 2-•11 4" i Curb Dowels • --•41 I Q 18 ~2-•1117 • .4LJ C! 18 2" Cir CTyp> • / /•9 Q 9 • <Typ> / • • -.. ---"' II ' "--I II ~:---. I II I ~ ' " I " 0~ ~ IL_ •4 lJ C! 18 CTypl I r---., ' 1---. V I I // ' ' •4 "-...--/ 2-' ' ' , I / 0-~ I •4 C! 18 Outside Face _/ I ---- <Typ> ' ' I. Tot 8 ~ ' ' ~---' --i..--- ' r---·--t --. - ...... I I ~ --- I\ WINGWALL ELEVATION -OUTSIDE FACE DESIGN ev F MOHAMMAD! occao I KHAVINA --- ~ ~-- --. I r-----... . ' 2 ,-1, '----! ~ -· Abut R einf 3-•6, . - Into P1I e Cap -~--· -- I . -. - . . ,L . --Finished Grode / e>«CICID ~ TRANSPORTATION .._0E_T_A1_L_s~ev-R_G_O_N_Z_AL_E_ZE_-+==--1_K_H_A_v_1N_A_--t <?iP!\--■-1-...,--CORRIDOR AGENCIES .. F MOHAMMAOI ocacm I KHAVINA OENE FOSTER TCA CORRIDOR MANAGER QUANTITIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS e I 2 3 cu 12-.32 EA 102540 Inside Face SECTION 8-8 Scale:3/◄" • 1'-0" NOTE: I er • 1'-0" Outside Face AS BUILT a NoChanges □ Changed as Marked As-Built Date: F' or Joint Seal At Concrete Barrier and Sidewalk See e-~ QCM RELEA81 HAY o,a fOft~ BRIOOE NO. SSC-620 NEW FORD ROAD -BRIDGE No 2 POST HILE ABUTMENT AND WINGWALL DETAILS DISREGARD PRINTS BEARINO EARLIER REVISION OATES-• REVIS ON OATES <PRELIH NARY STAGE ONL.YI 3/1194 SHEET OF 6 11 ,,-•4 'O 0 18 I •4 0 18 <Typ> •9 o 9 <Typ> 2·•6 Into Pile Cop (Typ> Abut Reinf •5, Total 3 6'-0" •sro 6--- Ploce Parallel To Girders •8. Totol 5 Extend---++-~ To Edge of Deck •5, Totol 6 •5 '--", Totol 5 Abut Reinf 12" Fillet <Typ> SECTION A-A ½"•1'-0" Abutment Bearing ' " Limits of Distr1but10!}_ Reinforcement And For Grillage See ~® Bend Top Longitudinal Reinforcement As Req. Bottom Longitudinal Reinforcement END DIAPHRAGM SECTION ½" • 1'-0" ,-L[ 10• /uw3/11J/1Jh/ JJ2/drow,ng1/ JJ2m11c sht P'LOT DATE• 21·N'R·111114 15-56 l"EN TABLE' 11h pen ' - 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Oro 73 J-,...--L.--........1----'--------....,.~:::--_...__; , .. ::.-.\o·· \. \ BB or EBl Type 8 Joint Seal lB6~<MR•11/z"l ~ Mz'd (J,J A-,i 8 r-::--r---,----":".:"~------,r:-:::,--:-:-1 REGRfiRED CI mER \ \ \ \ \ ' ' ,----. & /19/9◄ 0£LETED 0£TAIL 1 LF Al Lf':. 715114 REVISED AIUTMENT DIAPNIIAGM LF Al lfi No. 4§4§8 ~~--+T.:.:.H.:,;:IC;;.;K,;;::NE:,;S;,;::S~~------t--t---1 PLANS APPROVAL DATE 6/J0/j ,------------------1 3/1/14 IGINAL ISSUl ~.;.;..;.;.;;.+------------t~-t'~ ~AASDNS D1i ... UW1 INC:. a Expanded Q Polystyrene ~ ,1,,1...;D;.;,A;.;,TE;;....i.__ ___ DE_sc_R_a_,_, I_ON_s ___ __._e_v..._CHK--t Two venture. Su I te 550 Irvine, Californlo 92111 a-zz-'t'f Oat• ½" Premolded Expansion Joint Material expanded Polystyrene@-l.,,:. Some Thie kness As 1 -1 Bearing Pad , :-i·~,....._~ \ •5 ✓ 1129 <Typl CJ- . . N ... 0.079" Golv Sheet Mtlal Coot Top of Pod With Silicone Greas-e I ' Elos torner1c Bearing Pod (1'-4"x1'-4"x2", Tot 13 Per Abut> Abutment Wall--... Utility Opening -- 5'-0" ,v+ s,, e, t11u , ,k v1' 0 Pier Ii ii ol R•~H 4 ~ ' IOAdllf~ C dtiii I Level Steel Plate 1/2". (Width-Width of Opening -2") 25"-0" Cop End with 1/4" Steel Plate. Tock Welded and Sealed Watertight I ' i Abutment Bearing PARTIAL ABUTMENT SECTION NO SCALE <f.. Abut Bearing I 1'-0" (Typ> -----fC-Th1mble may be Wrapping with 2 or Seal Per L.---:----' I Cost-In-Place After Tightly Wraps of 15• Bldg Poper ----------------------·----------------------@@ 1 I I 1 ________ ,.._ ------------------------+--------·------· ----- I !.. 24" D10. x 0.250" Thick Welded Steel Pipe. Asphalt Coated and Wrapped with PVC Tope ' I --_j\l ___ _ I -Abutment 32" Diameter Opening Through Abutment End Diaphram STEEL PIPE CASING FOR FUTURE UTILITIES AS BUILT No Scale • NoChanges a Changed as lllark8d As-Built Oate: Equal ·---Abutment Seat ----~--Expansion Anchorage Device 3/4 11 Dia Stud. Hex Nut and Flat Wosher, 8" Spacing Minimum Embedment 31/2"- ELECTRICAL CONDUIT DET~L AT ABUTMENT No Scale NOTE: SCE and Pacific Bell to Supply and Install Conduits, Expansion Pipe Joint, Concrete Saddles 8i Anchor Straps for Electrical and Communication Duct Banks Tope Wrap leave Cleon and Dry (No Coatings> -Rubber Splicing Compau to Make Smooth Surface 1-"or pe-Wrap. No Voids Exothe IC Weld Copper to Rebar Electrical Bond Cable. •1/0 AWG Type THW Copper ~ Dedicate •4 Bar 20 Feet Long DETAIL 1 ELECTRICAL. REBAR BONDING FOR ELECTRICAL. LINE No Scale QCM REI.EASE AU&31. FOR CONSTRUCTION ,,...,,. 0€S!GN " F ~OHAMMADI I KHAVINA 0€TAILS " R GONZALEZ E c,cnru I KHAVINA ~ RIOOE NO, 55C-620 NEW FORD ROAD -BRIDGE No 2 • J-----+=------+.:;:;;;;;;;-------; 4?iPP\ " F MOHAMMAD! ocacu I KHAVINA 01.Jo11NTITIES ORIOINAL SCALE IN INCtES FOR REOUCED PLANS a TRANSPORTATION CORRIDOR AGENCIES 2 3 GENE FOSTER TCA CORRIDOR MANAGER CU12-.3.32 EA102540 POST MILE ABUTMENT 8' MISCELLANEOUS OISREGARO PRINTS BEARINQ EARLIER REVISION OATES-• JIV94 DETAILS SHEET OF 7 11 --·--·-----~ ------·-----•• ------. -1 I ' . ' ' ' 1 ' ' ' Tubular Hand Roll ( PER FIELO MEAltJ Nd. 1-/tJtJ) 2-5"ilJUCTS r•5 Cont I 00 •5 Cont <Tot 7> Each Overhang •5 Stirrups~ or\.\ <Typ> : '--u .,J 114-@ zb CJ C Typ> _ _/ For Cir See 87-1 88-5' 8-1 : ... ~ -u •5 Cont <Tot 9> Girder I_ 711 <Typ I •4 Cont <Tot 6 > Equal Spaces •4 Cont <Tot 4) Equal Spaces -J __ ~-Cont <Tot 8> Equal Spaces ----- \_ •5 Stirrup 1f CTyp) ___ •5 Cont <Tot 11> Typ Exterior Boy ~--___;_L_~::..:.:....:..:=~~~---------.i.. -----Typ Interior B~y PART TYPICAL SECTION 1/: " 2 • 1'-0" DESIGN .. F MOHAMMAD! - '.i. New Ford Road I I ' I I 114'-0" I I I I I I ' I 1, . ' I ' I 4" Fillet ' ' I I <Typ) ' ' I I ' ' I I ' I ! 1'-3" -I rw ---- TYPICAL SECTION 1/◄" • 1· -o" ~ -~Typ • ' '"'\ "\_ • 5 "----./ ~ 18 •5 Cont Tot 2 Per Girder CTyp) OCCIWI I KHAVINA DETAILS .. R GONZALEZ E OCCICIII I KHAVINA QUANTITIES .. F l"IL[ 10-/uer.l/11.ll•Jh/JJ2/drow,ngs/332tx1o sht PLOT OAT[, 21·.tl>R· 111g4 16-01 PEN T >BLE •Jh pen MOHAMMAD! OCCICIII I KHAVINA ORIOINAL SCALE IN INCHES FOR REDUCED PLANS " TRANSPORTATION CORRIDOR AGENCIES 2 3 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 73 ~ 8/9/9◄ REGITEREQ c1v14ZcuJ'ER (SSJ & 11519◄ .._ A FIT~; L~ 'Al 'It; -AMIN ISL w .....;...:::.~=::, l/1/9◄ ORIGINAL ISSUE DATE DESCRIPTIONS Releoaecl for C~tructlClfl Cu.Jr} '241 •1 Project EnQlnMr 11/2" CTyp> • ' 7' -0" ., I • I I I I I ' I I I ' I ' I No 46468 BY CHIC PLANS APPROVAL DATE • E•r6/ 30/ PAF'iUSUWIS DE LEU'W'1 YrAIJC. 'J}.,✓, CI\IIL Two Venture. Su I te 550 ·:!._ ~ ~~ Irvine. ColifOl""nio 92718 ' : Q_ I v >. ' I-I ...., I I ' I ' ----_j_ --• ---' ---7'-6" l. New Ford Rood 14'-0" 7'-0" 4'-9" ·--.i-;~----------- L 2'-0" R•½" <Typ) -, _ i \ -t- 1' -0" 1'-0" <Typ> I op of Deck_, \ 2 % 2% c.o~-- f~==.=_ ;=--__ ==.==._=----~~= ____ r==f· i~•==i;=t~~.-=·~<~-\ l •4 ,ye 18 '-•4 c 18 •4 ~, ~ c 18 GENE FOSTER TCA CORRIDOR MANAGER CU12-332 EA 102540 RAISED MEDIAN DETAIL 1/2" • 1' -0" AS BUILT □ . No Change■ ■ Changed a1 Marked At-BUIit Cato: -- POST MILE NEW DISREOARD PRINTS BEARING EARLIER REVISION OATES • QCM RELEASE AUG 099 NO T Es : FOR CONSTRUCTIOII( For Jomt Seol At Raised Ued,an See ~ The Min Lap Sphce Length for •5 Longitudinal • Reinf at Bottom Slob • 2'-0" FORD ROAD -BRIDGE No. 2 TYPICAL SECTION TES CPREL y) l/1194 -- 2'-0'xl'-8" Opening I // I , +-, I , I 3" it -Bearing Abut 2 // -- , , ,,-·· Edge of Deck / Transverse Deck Re,nf • I ___________ .,____________ // I TQ7TiTT!mmnmm77irrrmmTT.rrr1n--J.1~1 --· ---~ ··-~--·---·-· . -----· --·-· ~------------- ----- -0 I :=;:============================:::J---------------0 ....................... ___ _ --r---------~&----IT - - - - - - ----- - - - - - - - -- - --:6-. l,:? I -9_,, ,' ~ ---------i·--------, / ~ New Ford Rd O ' • I;:;:.======::;;;:==================~ /' '--vent~~. Typ 32"¢ ~ _ .. I ~y 51 -,.... . ... . . I I ;.==================t----------.. ----------------------------------- ~ ------1--------J I -------------., I I I I I : I 0 • -----------.J ---r-------- I& '7 , ,- ' I ;.===================t·----------------------1.·~-0 ,' / -----------------:i.-----------. -------, ----..... ~ C-~i' ~~ ),~ --.i~/ '==================t· ----. -------- -N o 7 r --------------: .. ::::::::::::::::: __ -_ :: End Diaphragm 0 I Sidewalk Access Opening ~~ __ ,• i. o Mid-Span u,f2 ,' 7 I I L3::::::::::::::::::::::::::::::::::J'. N 2'-0'xl'-8" ~ Opening ~ ---------18'-0" Flare Exterior Girders <Typ) __ \ ________ _ ~--·Edge of Deck 0 ' --------f·-------------------------------~ I ---------~--------------------------------' ----------------------I ----------------------' I I GIRDER LAYOUT 1" • 10' I j_ I ' ' I I I I Opening~ I ' I I , ~ I I I I I I I I I I . I I I I / NOTE: Place Transverse Deck Reinforcing Parallel To The ~ Abutments. Spacing Dimensions Are Along ~ of Superstructure LEGEND D Indicates Web Thickness 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 fil;EO CIVIL ENCINEER PLANS APPROVAL DATE ~ ~9,.0fESS1~ ~ ~' ,.;: ,,:;, ~ M AMIN fSLAM ~ w No t§;t68 -II bp0/30/@!5 1--P_A_R_S_a_N ___ D_li_L_li_U_w_.-.-N-C~. CIVIL Two Venture, Suite 5'9 ~ C~' Irvine, California 9271t 3/1/9◄ ORIGINAL ISSUE OAT£ 0£SCRIPTIONS R•l.a.-4 for Ccnatructlcn ,~f1~JJ~ PRESTRESSING NOTES: 270 Ksi Low Relaxation Strand. P Jock • 24020 kips. Anchor Set • ¾ in Total Number of Girders • 12 IY CHK Distribution of Prestress Force <P-Jock) Between Girders shall not Exceed the Ratio of 3-2.Moximum Final Force Variation Between the Girders shafl not Exceed 725 Kips. Concrete: f'c•4000 Psi at 28 Days. f'ci•3500 Psi at Time Of Stressing -, . -' , Contractor shall Submit Elongation Calculations Based on ln,t,al Stress at IZl•0.976 Times Jocking Stress. <l Bearing Abut 1 0 5 L t Girder I 0 5 L i Bearing Abut 2 I / Jock;n9 End ' I I -' Q. I >< ' .... I ~ ♦ -a> I . N .v ' I ' I f I I 3" 1205 608 12012 <Typ> 10012 I o 24 ' ' -----------· -·-~------~ ·-·--. --r----. - ' / • Poth of Center of Gravity of I ' Pres tressing Steel is Parabolic I ' Between Points Shown I ' / I . I ' I ' ' i~~1'-3" 91115 4018 o 24 Max ' Stirrup , ----. Mox ' Stirrup I L.QNQIT!.:!QIN& SECTION No Scale DES ION .. F MOHAMMAD! C>CCQO I KHAVINA DETAILS .. R GONZALEZ E C,.:CQO I KHAVINA QUANTITIES .. F MOHAMMAD! C>CCQO I KHAVINA . .. - Point of No Movement Spacing, •5 ~ or l Ex ter,or Girders ------------~-.----~. -Spacing, •5 U Interior Girders --------· ---- GENE FOSTER TRANSPORTATION CORRIDOR AGENCIES TCA CORRIDOR MANAGER ' \ --- \ ' ...I ' ' ' I ' I ' ' ' ' \I .. 'T' ' I ' ' ' I BRIDGE NO • 55C-620 POST MILE NEW FORD GIRDER LAYOUT AS BUILT • NoChangea Q Changed aa Marbd As-Built Date: QCM RELEASE AUG 098 FOR CONSTIWCTJOft ROAD -BRIDGE No 2 8c PRESTRESSING DETAIL OR I GI NAl. SCALE IN INCHES CU 12 -3 3 2 O I SREGARO PRINTS BEAR I NG 1.:,--,,;R,.;:E:.:.V.:.;l S;,:l.,::ON::.:..;0;,;A:.:.T::,:ES:..,,:.< :.,:PR~E::;L,:,:l H:;:,:l:,:;NA::,R:.:.Y:....z::.;,:TA;::G:::E~ONL;=:.:.Y~I ,--~.::.S ET OF FOR REOUCEO PLANS QI z 3 EA 102540 EARLIER REVISION OATES --l/V94 9 11 ~""'.'::'"'~-:-'.""-:-'.""--.~--~~------------------------------------------=---__.:.,----=--__;::,._-1,.::..:...!:::.!~:.:::_--------l~--------......IZ~ F"ILE: 10 /usr3/,s3/oJh/ 3.32/draw,ngo/ 3.32grd sht PLOT D"TE 09-AUG-1994 10 14 PEN TABLE 2.3.3 pen , NOTE: Drain Outlet Type B, e,-See "Standard Pion" D99 -_ - (Typ> ,--Toe of Slope NOTE DIST COUNTY ROUTE POST HILES SHEET TOTAL TOTAL PROJECT NO, SHEETS 12 Oro 73 -···--1/1/~i0f'ESS1~. ~~ ~ § M!IN ISLMt ~~ IS! No 46468 "' DATE ii Exp 6/30/95 * 1---------;;;,_--~ PARSONS DE LEUW, INC. J'/,r, Cl~~,5;1 -, I C I v.;,• '); 0-~ RifulSTEREO CIVIL ENOINEER PLANS APPROVAL Abutment Footing Not Shown .A_~ •• /\ ' .. r _t,,m,ts_ of _Geocompos,te O,o;n 1 Concrete Barrier and Sidewalk Not Shown Two venture, Suite 550 ~~ Irvine, Cal ifornio 92718 ',, -Top of Slope J •6 x 4' Tot 2 Cop End r + (Typ> -\£_) _____ --,..-u e o comp o s i t e Drain ---v-------v-, "--Top of Slope ~Toe of Slope TYPICAL PLAN No Scale -----1 / -Bend Re1nf orcIng To Avoid Pipe --+--.J......-F---+-:,,,-<'::;:,_+---,i r-------------, ---~ 1 "=~ : / ,,,,-Optional Const Joint 1'-0" 2'-0" Wall Reinforcing : + / 0 I -N -Top of Footing 0 Abutment Footing SECTION H-H No Scale - 0 DESIGN IY IY -Geocompos1te Drain I") I - ' I Pipe X --:> -•-' -,,-· --, ~ --;-_-< -- , "-., , " , ' , V , ', ',, ', ' X ,x. X: )< /' "-•. _,,,;;;, ~, _, • Drainage Pad --Geocomposite Drain See " Drainage Details" This Sheet SECTION F-F No Scale TPB - 0 I Geocomposite Drain WITHOUT FOOTING WITH FOOTING DRAINAGE DETAILS No Scale CHICICIO F MOHAMMAD! I KHAVINA AS BUILT • NoChangea □ Changed as Marbd As-Built Cate: R GONZALEZ E cacCKEO I KHAVINA ~ I----+-----+--~~ QUANTITIES IY F MOHAMMAD! CHICICIO I KHAVINA DETAILS TRANSPORTATION CORRIDOR AGENCIES GENE FOSTER TCA CORRIDOR MANAOER FILE ID /uar3/ra3laJh/332/drow,nga/332aade sht PLOT DATE 2I-APR-1994 15 56 PEN TABLE-SJh pen ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 cu 12-332 EA 102540 Rel.a.ed for-Construction --,UAl'N'u>)I, t ~/1/f'/ eer Dote - Approach Fill -- __,-----A"\. "---Geocomposite Drain Optional Const Join See "Section H-H" -, _, -Finished Grode Top NOTE· of Footing-, j--~--~r / / -..... , , ______ Edge of F coting SECTION E-E No Scale Bends And Junctions In 3" Plastic Pipe Are 30" Radius (Min>. Pipe Extensions Beyond Wingwalls Sholl Be Unslotted. Provide Unslotted Pipes In Pipe Bends And At Pipe Junctions QCM RE~EASt HAY 038 FOR CONS.tRUCilQM BRIDGE NO. 55C-620 NEW FORD ROAD -BRIDGE No 2 POST HILE ABUTMENT DRAINAGE DETAILS DISREGARD PRINTS BEARINO EARLIER REVISION OATES-• REVISION OATES IPRELIHINARY STAGE ONLY> 3IV94 SHEET 10 OF 11 ,--;:-1::'4~ - - - - - - - - - - - - - - - - - - - --··· --- - -----· -- - - - --- - - - ------ - - - ------ - - - - - - --- --. -----------------------7 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 I I I I I I I I I I I I I I I I I I I I l'L0T 11,\T!:, 2-U-14 ! i l j I ~ Ii Jlill if1i, .. 2 I I o. J J j ij ~ I I 2~ ij j 51 J J j i 1 A § g !!i I i :gr w i ·! ·i I ... u ; 8 ..... cl:? ij ij l I I I I I " ON .. . "' ! ~ 80 i t i ii ti I li j ! ~ CJ ~ -+ DIST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS "'----I__;_,: Released for Construction 12 ORA 73 NEW FORD ROAD 61) R33207 PLAN SCALE : 1" == 50' , .fine to coarse CLAYEY SAND with dark yellow orange fine SILTY SAND, medium dense .. medium dense t-.. I I I SI I I I R33208 very stiff (SC) Mottled yellow-brown fine CLAYEY SAND and CLAYEY SILT with scattered GRAVEL, dense , (SM) Yellow-brown fine SILTY SAND, dc.nse '-'-="--"-"'-'--=c..J...l..:."1i5!~'----""=-· (SC) Mottled yellow-brown fine CLAYEY SAND (S't{RA~rt gray fine SILTY SAND with CLAY, some e 15;93 (SP) Yellow-brown fine to medium GRAVELLY SAND (SM) Yellow-brown fine to medium SILTY SAND, ALLUVIUM· {SC) Olive black fme to coarse CLAYEY with scattered GRAVELLY SAND and CLAYEY SAND with fine GRAVEL, minor organics, medium _m-=,_l)+"~~~"-~"f.f~j--SILT lenses, den~e ------dense --------------------'-'--'-'"-=''-'--'-"---'--'--"IJ R (CL) Block SANDY CLAY with minor organics NON-MARINE TERRACE DEPOSIT· (SM) Moderate brown SILTY SAND, medium dense (SC) Moderate brown CLAYEY SAND with SILTY SAND ... medium dense minor (SM) Gray brown fine to coarse SILTY SAND with minor CLAY BEDROCK (TOPANGA FORMATION)· lnterlaminated blue grey SILTY CLAYSTONE, moderate brown SANDY SILTSTONE and moderate yellow brown fine SILTY ------SANDSTONE----------- BEDROCK (TOPANGA FORMATION)· Mottled gray-green and yellow-brown, slightly fractured, dense, CLAYEY SILTSTONE with mterbedded SANDY SILTSTONE 11------.. color change to gray-blue cs,'., l,v Dote AS BUILT ■ N0Change11 a Changed as Marked As-Built Date: ___ _ REGISTERED PRDFES'SIONAL ENGINEER Pl.ANS APPROVAL DATE M & T AGRA, Inc. (;£ 2! p,J_J_!_-_ Gt1ot,cl1nlcol onct £nV1ronmt1ntol St1rvict1.s 1290 Norl!J Hancock Street Ano!Jeim, Co NOTES: 1 .) ELEVATION AND LOCATION BASED ON SURVEY BY GREINER & ASSOCIATES 2.) BORINGS L.OGGEO BY TEO PRIMAS ANO GAAY BUTLER, STAFF CEOLOCISTS. 3.) BENCHMARK: MSL ELEV. 200 173, TOP OF CONCRETE POST, 0.2 MILE NORTHEAST AL.ONG Tni: 30NITA CANYON ROAD FROM THE INTERSECTION OF COYOTE CAN~ON ROAD, 75 FEET SOUTHEAST OF THE CENTERLINE OF BONITA CANYON ROAD. ELEVATION 200 190 180 170 160 --------------------------------150 -----------------------------140 130 ---120 PROFILE Dusky yellow brown CLAYEY SILTSTONE ... very thinly bedded blue gray and dusky yellow brown CLAYEY SILTSTONE ~~~~.---,--11111 HORIZONTAL SCALE : 1" = 50' i---------------------VERTICAL SCALE: 1" = 10' 100 Medium blue gray very fine SILTY SANDSTONE lnterbedded moderate brown SANDY SILTSTONE and blue gray CLAYEY SILTSTONE --242 5-25-93 ----------------- QCM RELEAsE MAY osa.. 90 ____________________ 1-2B-94 ---------.. ·-·---___ FORCONSllWCJ](W _ 80 DRAWN BY JOE MAGLIATO T PRIMAS/G BUTLER FlEI.D INVESTIGATOR CHECKED BY D DAHNCKE DATE JANUARY 26, 1 994 ~ TRANSPORTATION ~'-" CORRIIJOR AGENCIES ORIGINAL SCALE IN INCHES FOR REDUCED PLANS 0 2 3 GENE FOSTER TCA CORRIDOR MANAGER cu EA JOB No. 192-234 PLATE Il NEW FORD ROAD -BRIDGE No. 2 POST MILE LOG OF TEST BORINGS DISREGARD PRINTS Bl:ARING REVISION DATES PRELIMINARY STAGE ONLY EARLIER REVISION DAlES --- I I I I 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 I I I I I I I I I I I I I I I I I I I I I