Loading...
HomeMy WebLinkAboutR_5778_SINDEX Of SHEETS Sheet No. I " " 2-3 " 4 " 5 Title and Location Map Typical Cross Secllons Slandard Plans List Construction Sh1king Survey Conlrol Dala 6-10 Layouts and Profiles H-14 Conslrucllon Details 15-19 Contour Grading Plans 20-24 Dr<1lnage Plans 25--29 Sanitary Sewer Plans " 30-31 Utnlly Plans 32-33 Stage Construcllon Plans " 34-42 Delour L?Youts " 43-44 Construction Area Signs 45-46 Pavement DellleaHon Ptms " 47 Summary of Ouanllffes 48-49 Sign Plans 50-59 Retaining/Sound Wall Plans " " 60-62 lllghway PlanHng 63-66 Biclrlcal Plans 67 Revisefl Stcmdard Plans STRUCTURE PLANS 68-7 4 Tolbert Channel Br. No. 55-658 " " 75-77 Tolbert Channel Sheet PUe Wol 78-101 Sonia Ana River Br. No. 55-01 102-104 Santa Ana River Levee lmpr.ovemenls End Work Sta. 616+03 TALBERT ~EL BRIDGE BRIDGE NO. 55-658 THE CONTRACTOR SHAU. POSSESS THE a.ASS( OR a.ASSES ) OF LICENSE AS SPECFED N THE • NOTICE TO CONTRACTORS • STA TE OF CALIFOF.lNIA DEPARTMENT OF TRANSPORTATION CRP-5089(3) PROJECT PLANS FOR CONSTRUCTION ON STATE HIGHWAY IN ORANGE COUNTY IN AND NEAR NEWPORT BEACH-AND HUNTINGTON BEACH FROM HIGHLAND STREET TO BROOKHURST STREET ; To b& SlQ)lemenled by State Standard Plans dated Jaruary. 1988 COUNTY OF ORANGE ANA RIVER BRIDGE NO SCALE FOR REDUCED PLANS ORIGiNAL SCALE IS IN INCHES 0 . 55-01 , .3 REDUCED PLAN \ USE sCALE a~O~W 0 I ON QRIG\NAL p\,AN· 31N.CI-IES 01 3 :c C) -------IL __ _ ~1r "=--=---sEASRORE'" OR.7 'r---- ~. B in Work l;; Sta.661+06 i _, :c C) 'i: ' ~--- DIST COUNTY ROUTE POST MtL.E TOTAi. PROJEC 12 Ora 21.3/22.1 LOCATION MAP PROJECT LOCATION prt,,L f)Uf:~/2 l&l-Z~61 • ~.Moffat & Nc:hot Engneera Registered Civil Engineer . ;~i'-s ,r u.-.-..k .... peputy DislriCI DirectQr 01 Transportation ~{ • RegiStered Civil Engineer June 51 1989 Plans Approval Date 0: , ----------' (OlllnldNo. 12-0237741" 12209 023771 SIAlt: lll'U lllt:t:f • 1:1 • 1 .. M.201 ff• ~ 1:l'Oa ~J.1•17 H• • IZ' R/Jv I 12 i V,4,f'/ES 101 0.30' AC 0.60' CLASS 2 AB 0.40' CLASS 4 AS 10' 0.30'. AC 0.60'. CLASS 2 AB 0.40' CLASS 4 AS 0.30' 0.60' 0.40' AC CLASS CLASS 5HLOR. 0.55' 0.90' 0.70' /2., /2' AC . ( SEE NOTE CLASS 2 AB CLASS 4 AS /2 CASE CASE /2' 55' Ao.EE o: g·o"d~~ 2 0.70' CLASS 4 AS 7' 7' 45' PHASE ]. Ar<CIFIC COAST HIGHWAY STA. 621+10 TO STA. 621+79.88 NT.S '!. '!. C.C.M. H ~E~ I -,?)p7' 7• I Ar<CIFIC COAST HIGHWAY STA.621+ 79.88 TO STA. 623+07.00 STA.623+07.00TO STA. 623+49.88 NIS. HC.C.M. 7• ,. 7• I 2 PHASE t -CASE 1 -STA.623+49.88 TO 624+90.00 ,•CA3E 2 -STA.624+90.00 TO 627+31.31 Ar<CIFIC COAST HIGHWAY STA.623+49.88 TO STA.627+31.31 N.T.S. EXISTING RETAININ:~ WALL, PROTECT FOOTING SNt.OR. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 ' \,t4.R/ES NOTES: I. DIMENSIONS OF n£ STRUCTURAL SECTIONS ARE SUBJECT 10 THE TOLERANCES SPECIFIED IN THE STANDARD SPECIFICATIONS. 2. SUPERELE\ATION AS SHOWN OR AS DIRECTED BY THE THE ENGINEER. 3. DURING PHASE I CONSTRUCTION, CONSTRUCT 0.40'A.C. PAVEMENT.CONSTRUCT REMAINING 0.151 A.C.PAVEMENT DURING PHASE 2 CONSTRUCTION. /2' 12' 2 AB 4 ASPACIFIC COAST HIGHWAY STA. 627+3l.31 TO 630+30.93 * VARIES FROM 2' TO 7' N.T.S. * * VARIES FROM 3' TO 5' FOR GUARDRAIL TALBERT BRIDGE STA. 630+30.93 TO STA. 632+ 06.93 DIST. ~TY AOVTE 12 REGISTERED CIVIL ENGINEER 6-5-89 PLANS APPROVAL DATE POST Mil£$ TOT Al PROJECT 21.3/22.J ) VAN DELL AND ASSOCIATES 17801 CARTURIGHT ROAD IRVINE. CALIFORNIA 92714 l REDUCED PLAN USE SCALE BELOW 2 I I 3 INCHES ON ORIGINAL Pl.AN AB AS J FOR CROSS SECTION-SEE TALBERT BRIDGE IMPROVEMENTS '!. c.c.M. '!. C.C.M. ~v.4R/E.5"~ Z7.5' ,t //.5' MAK-NaPTH 2' 513?51 12' 12.' /4 i.;s11,"",c'o.c.cse;;_ 1----'-'"---+----"''--<...,_=---13 /4 12' 12' \.'AR.ES 5/325' ' AC CLASS 2 AB CLASS 4 AS P!i.ASE 2 PHAS.E l -~--i-~--,;.c~- PACIFIC COAST HIGHWAY 5!,ILL>R AC (SEE NOTE CLASS 2 AB CLASS 4 AS STA. 632+ 06.93 TO STA. 639+98.40 * VARIES FROM' 3' TO 7' FOR GUARDRAIL NT.S. CROSS SECTIONS X-1 PCH STll(ET CROSS S[CTIOll!l Sllf:tl 2 • U5(;1fl.201 rF• HOOi ll<?' 25-Ao.rV 17•00 I UI' i 0 > w ., ~ 0 w w a: ~ w w a: a: 0 5' ~ 0 "" ~ N '-.i ,l: '> > Iii., ., ~@ 0 w ::,Z "' g~ (J w <w :c (JO (J "' .. .. !!; " z .. ... ~ ,,, (J .. ~ ~ 0 "' " .. c,.; ~ ,3' 5' 8' R 1 8' IZ' • 3.0 I 0.60' 0 .40' 12' SANTA ANA . RIVER BRIDGE 12' STA. 639 + 98.40 TO 646+51.40 FOR CROSS SECTION-SEE SANTAANA· RIVER· BRIDGE IMPROVEMENTS t c.c.M. f. I VARES I VARES 48'-52' VARES 2'-7' VARES 12' 12' AC CLASS 2 AB c~ss 4 AS fHA,SE 21 •Pij~fE l o.ss• ~~-~-----'-; 0. 90' 0.70' PACIFIC COAST HIGHWAY STA. 646 • 51.40 TO 649•46.00 N.T.S. t c.c.M. t AC (SEE CLASS 2 CLASS 4 52' 52' 12' 13' 13' 12' 0.55' AC (SEE AC PHASE 2 PHA E l 0.90' CLASS 2 CLASS 2 AB 0.70' CLASS 4 CLASS 4 ASflllCIFIC COAST HIGHWAY STA. 649+46.00 TO 651+53.00 N.T.S. 52'. 52' IZ' 18' /,?' 0 .. 30 I 0 • 60 I 0.40' AC CLASS 2 CLASS 4 _C,,-c=-=~+-~==~-~__,o. 55 I AB PH E 2 PHA E 1 0. 90, AS AIICIFIC COAST HIGHWAY o. 70 ' STA. 651.,53.00 TO 654+59.16 AC (SEE CLASS 2 CLASS 4 NJ:S. SHlDR NOTE AB AS 12' NOTE AB AS 3 8' 12' VARIES* Mfl£6 *EXTEND SIDEWALK TO FACE OF RETAINING WALL BETWEEN STA. 646+51.40 TO 647+36.33 AND BETWEEN STA. 648+78.12 TO 648+94.74. SIDEWALK TO BE 12' WIDE EVERYWHERE ELSE. SEE RETAINING WALL PLANS FOR DETAIL 1/411 EXPANSION MATERIAL WHEN SIDEWALK EXTENDED TO RETAINING WALL 8' 12' VARES SEE RETAINING WALL PLANS FOR DETAILS Vllt'IE:1 VARIES SEE RETAINING WALL, PLJ>.NS FOR DETAILS FOR REDUCED PLANS ORIGINAL SCALE IS JN INCHES 0 DIST. COUNTY 12 Oro REGISTERED CIVIL ENGINEER j 6-5-89 Pl.ANS APPROVAL DATE IY<Y R/1</ POST MILES TOT AL PROJECT 21.3/22.1 J.J: ---=------~-1 40' VAN DELL AND ASSOCIATES 17601 CARTVRIGHT ROAD IRVINE, CALIFORNIA 92714 6' 14' EXIST. WDlH VARES 2' 8 :.-~-~-~ ___ ... : __ _ L.....,.----L---- 0-35 ' AC 0.35' CLASS 2 AB _J SEASHORE N:T.S. R/w VARIABLE .LIMITS OF COLD PLANE •.. +• 7wciJfftfJ!;~ AC OVERLAY DRIVE 30' COLD PLANE EXISTING PAVEMENT AS· "NECESSARY R/W 13' 9' 6' REDUCED PLAN USE SCALE BELOW 1 . t.: i ~ 3 AC CLASS 2 AB SUMMIT STREET N.IS. 'f: /!,' £C,C.M.· 53' 45' 8' 7' SLOPE VAflES PACIFIC COAST HIGHWAY STA. 618+13.39 TO 621+10.00 N.T.S. SHLDR 5Y. 0 • 4,2 I AC 0.54' CLASS 2 AB CROSS SECTIONS 1:1 MA}(. . I fl~· ' ~r; EXIST. RET. WALL TO REMAIN PROTECT FOOTING X-2 ,cH $111!(1 CROSS S[Cf\OIIS SNtET J -1,151:28,201 )l'f• HO<ll U!O 2S-A•rl7 H•Ol I 440.01-1 GENERAL ROAD WORK □ A-lOA 0 A-108 ■ A20-A ■ A20-B ■ A20-C ■ A-24A ■ A-24B ■ A-24C ■ A-24D 0 A35-A 0 A62-A □ A62-B ■ A62-C □ A62-D □ A62-E 0 A62-F 0 A73 □ A74-A ■ A74-B ■ A75-A □ A75-B 0 A75-C ■ A77C-I ■ A77C-2 ■ A77-D 0 A77-E □ A77-F 0 A77-G ■ A79-A ■ A79-B ■ A79-C ■ A79-D 0 A79-E 0 ABO □ A83 0 C7-At 0 C7-A2 □ C7-A3 □ C7-A4 0 C7-A5 0 C7-BI □ C7-B2 □ CB-A □ cs-e D cs-c 0 C9-A 0 C9-B ■ D72 0 073 ■ 074 D 075 0 077-A □ D77-B 0 078 □ D80 0 081 0 083 D 084 □ D85 0 D86-A 0 086-B 0 D86-C 0 087-A ■ D87-8 □ RSP-{)87~ □ D88 ■ D89 0 D90 D 093 □ D94 D 095 Abbreviation Syrrbols Pavement Marl<ers and Traffic Lines.Typical Details Pavement Markers and Traffic Llnes,Typlcal Details Pavement Markers and Traffic Lines, Typical Detai Is Pavement Markings-Arrows Pavement Markings-Arrows and Symbols Pavement Markings-Words Pavement Mork lngs-Words and Crosswo I ks P.C.C. Paving Details Excavation and Bockfi 11 Miscel loneous- l lmlts of Payrrent Excavot ion and Backfi 11 Bridge Surcharge and Wo I 1- L lmi ts of Poyrrent Excavation and Backfi 11 Bridge-limits of Payment Excavation and Back.fl 11 Detar Is Concrete Pipe Culverts Excovcat ! on and Bockf 111 Detar Is Reinforced Concrete Box and Arch Culverts Excavation and Backfi 11 Detal Is Metal Culverts Type 111 Barricade and Object Markers Markers and Del ineators Survey MonU11ents Concrete Barrier Jype 50 Concrete Barrier Type 50 Head I tght Glore Screen Metal Bean Guard Roi I ing-Standard Hardware Metal Bean Guard Rol I lng Barrier and Guard Roi I Anchors Cable Anchor ASserrtly <Breokawoyl Thr!e Bean Barrier Thrie Bean Barrier Guard Rall Flares Miscel loneous Guard Roi I Detai Is Guard Ra! I Connections to Bridge Roi ls, Retaining Wal ls and Abutments Guard Ra! I Connections to Bridge Sidewalks and Curbs Thrie Bean Connectionn to Type 50 Barrier Emergency Passageways Portable Scale Pad and Approach Pad Detoi Is Reinforced Concrete Crib Wal I Battered Wal ls-Type A,B, and C Reinforced Concrete Crib Wal I Battered Wal IS Type D,E,ond F Reinforced Concrete Crib Wal I Vertical Walts Type A,B, and C Reinforced Concrete Crib Wal I Vert!cal Walls-Type D,E,& F Reinforced Concrete Crib Wal I Type A,B,C,D,E,& F Header and Stretcher Detal Is Reinforced Concrete Crib Wal I Foundation Pressure-Battered Wal I Reinforced Concrete C<lb Wal I Foundation Pressure-Vertical Wal I Steel Crib Wal I-Construction Oetoi Is Steel Crib Wall-Deslon Data Steel crib Wol l-Oeslgn Dato Tlr!ber Crib WOii Types A,B,C, and D Construction Oetai Is T!r!ber Crib Wal I Types A,B,C, and D-Oestgn Doto Drainage lnlets-OS,OL,GOL Oral noge I nl ets-G I, G2, 63, G4, GS, 66 Oro I noge In lets-GT I, GT2, GT3, GT 4, GO, GOO Pipe Inlets Grate Detol ls Bicycle Proof Grate Detoi Is Gutter Depress 1 ens S!ngle Box Culvert Double Box Culvert Box Culvert M!scel loneous Detol Is Box Culvert Wingwol ls, Types A, B, C Box Cu I vert Wl ngwo I Is, Types D & E Box Culvert warped Wtngwa\ Is Pipe Culvert Wingwol Is, EndWol Is and warped Wlngwolls Arch Culvert Wingwal ls, Endwol ls and warped Wingwal Is Overside Drains Overs t oa Oro Ins Underdrafns Construction Loads on Culverts Pipe Headwol ls and Strut Detoi Is Pipe Culvert HeadWalls, Endwolls ll. Wingwolls Types A, B, & C Drainage Inlet Riser Connections Flared End Sections Concrete Arch Culverts □ 096 0 D97A □ D97B-I □ D97B-2 □ D97C-I □ D97C-2 □ D97D □ D97E-I □ D97£-2 □ D97-F □ D98-A 0 D98-B 0 D98-C □ D98D-I □ D98D-2 0 D98D-3 0 D98D-4 ■ F-10 □ F-20 ■ NB-A 0 NB-B 0 N8-C 0 T-10 ■ T-11 ■ RSP T-12 0 T-13 0 T-14 Pipe Riser with Debris Roel-: Cage Ct.IP Coupling Bond Details No. I, Flanged End CSP Channel Ccupl ln[i.Bond Oetoi Is -Downdrains, Standard Posltlve Joints CMP Coup 11 ng Band Oeto 11 s No. 2, Annu I or, Reformed end, and Hel icol Coupl 1ng Bonds - Oowndrains, Standard and Positive Joints CMP Coupllng Band Details No, 3, Flanged End CSP Channel Coup I ing Bond Detai Is -Downdroins, Standard and Positive Jo I nts CMP Coup I ing Band Detat Is No. ~. IJniversol Coup! Ing Bonds Standard and Positive Joints CMP Coupl!ng Bond Details No, 5, Unlversal Coupling Bands Standard and Posltlve Jolnts CMP Coupl Ing Detal Is No. 6 -Standard Joint CMP Coup I Ing Detal Is No. 7 -Positive Joint CMP Coupl !ng Detal Is No. 8 -Positive Joints and Doll'fldralns Reinforced Concrete Pipe or Non-Relnforced Concrete Pipe Standard and Positive Joints Standard Inlet Structure Shoulder lnstol lotlon and Details of Slotted Drain Connections 12' Thru 24' Slotted C.S.P. Dro!n Details Alternative Hinged Cover for Type OL & OS Inlets and Trash Rock for Type OCP Inlet Structural Section Drainage System Detol ls Edge Drain Outlet and Vent Detar Is Edge Drorn Cleonout Cross Drotn Interceptor Detol ls Chain L !nk Fence Barbed Wire and Wire Mesh Fence Curbs, Olk.es and Drlve\l'ays wtleelcha!r Ranp Detol I No. I Wheelchalr Ra11p Oetot I No. 2 Traffic Control System for Lane Closure on Freeways and Expressways, M!scel loneous Oetol ls Traffic Control System for Lone Closure on Multi Iona Conventional Highways, Miscel 1oneous Detai Is Traffic Control System for Lane Closure on Muttflane COrNent{OOOI Hlr;Jl'IHCl'jS,M!soellaneous Defa!ls Traffic Control System for Lone Closure on Two Lane Convent! ono I H lghways Detol Is for Ranp Closures, Mlscel loneous Detol Is BRIDGE ■ BO-I Bridge Oetol ls ■ B0-3 Bridge Oetol ls ■ B0-5 Brldge Oeta1 Is □ B0-13 Br!doe Detolls D B2-3 16' Cost-!n-Or1 I led-Hole Concrete Pipe O B2-5 Pl le Oetol ls -Closs 45 and Closs 70 0 B2-8 P!ie Oetal Is -Closs 45C and Closs 70C □ B2-9 load Test Anchor Pi le Oetol ls □ B3-J Retaining Wall -Type I H=4'-30' □ B3-2 Retaining Woll -Type I H=32'-36' 0 B3-3 .fletoln[ng Wal I -Type IA 0 B3-4 Retaining Wal I -Type 2 D B3-5 Counterfort Retaining Wal 1 -Type 3 □ B3-6 Counterfort Retotn!ng Wal I -Type 4 D B3-7 Retaining Wal I -Type 5 □ B3-8 Reta1ntng Wal I Oetoi Is No. I □ 83-9 Retaining Wal I Data! Is No. 2 D B3-11 Retaining Wal I Type 6 -6' Mox. 0 B6-1 T-Bean Oetolls ■ B6-10 Utlllty Openings -T-Bea11 ■ B6-21 Joint Seals □ B7-1 Box Girder Oetai Is ■ B7-5 Deck Drains □ 87-6 Deck Drains -Type D I and D-2 ■ B7-10 Utility Dpentng -Box Girder □ RSP Efl-11 /Jtll!ty Dela/ls □ B8-5 Cost-In-Place Prestressed Girder Detolls 0 B11-7 Ctio!nlinkRolllng ■ 811-30 Temporary Rall Ing (Type Kl 0 B11-47 Coble Rolllng ■ Bl 1-51 Tubular Hand Ro!llng 0 B11-52 CholnLinkRall1ngType7 ■ Bl 1-53 Concrete Barrier Type 25 ■ B11-54 Concrete Barrier Type 26 □ B13-1 SlopeProtectionOetoil No.I D 813-2 Slope Protection Detotl No.2 □ 81 4-1 Structure I Stea I PI ate Veh icu I or Undercross 1ng D B 14-2 Structure I Stee I PI ate Arches □ B14-3 Supply Line and Corrrrunicotlon and Sprlnkler Control Conduit □ B14-4 Supply line SIGNS, SIGNALS & LIGHTING OVERHEAD SIGNS -TRUSS D Si -I 2 Overhead S 1 gns, Truss, Instruct 1 ons and Exm,p I es D S2-11 Overhead Signs. Truss, Single Post Type, Post Type 11 thru VI I D S3-I 1 Overhead Signs, Truss, Two Post Type, Post Type I-SthruVII-S D S4-6 Overhead Signs, Truss, Single Post Type, Structural Frame Members D S5-6 Overhead Signs, Truss, Two Post Type, Structural Frame Members D 56-8 D 57-8 □ SSB Overhead Signs, Truss, Structural Fraoo Data! Is Overhead Signs, Truss, Frame Juncture Dato! Is Overhead srons, Steel Frame Removable Sign Panel Frames D S8-BA Overhead Formed Panel Detol ls for Mounting on Reroovoble Sign Panel Frames D SSC Overhead Signs, Truss, Sign Panel Mount!ng Oetol ls Laminated Panel, Type A D S8D Overhead Signs, Truss, Removable Sign Panel fraoos 110' and 120' Sign Panels 0 S9-12 0 s10-9 □ SI 1-10 □ S13-10 Overhead Signs, Walkway Detol ls No. I Overhead Signs, Walkway Detal Is No. 2 Overhead Signs, Walkway Safety Ro! I !ng Oetoi Is Overhead srons, Truss, Pl le Foundation OVERHEAD SIGNS -LIGHTWEIGHT D SI 4A-5 Ol/erhead Signs, llghtweight, Balanced-Single Steel Post Connection and Mountlno Dato! Is D Sl-4B-4 Overhead Signs, Llghtwelfgt, Balanced-Single Steel Post Detai Is D S15-8 Overhead Signs, lightweight, Type A, Connection Details D S16-7 Overhead Signs, Lightweight, Type B, Connection Detal Is D Sl7-8 Overhead Signs, llghtwelght, Type C, Connection Oetol Is D SIBA-8 Overhead Signs, Lightweight, Stgn Panel Mounting Dato! Is, Lan!noted Panel, Type A 0 SIBB-7 Overhead Signs, llghtwelght, light Fixture Mounting Detal Is D S20A-7 Overhead Signs, Lightweight, Post Detalls D S20B-9 Overhead Signs, Llghtwetoht, Foundation OVERHEAD SIGNS -BOX BEAM CLOSED TRUSS ALTERNATIVE D 539-6 Overhead Signs, Box Beom, Closed Truss Alternatlve, Foundation D S40A-1 Overhead Signs, Box Beam, Closed Truss Alternative,, Two Post Type Frane Merrbers 0 S-40B-I Overhead Signs, Box Beam, Closed Truss Alternatlve, Single and Two Post Type General frame Detal Is D S40C-I Overhead Signs, Box Beam, Closed Truss Alternotlve, Ribbed Sheet Metal Detol ls D S-40D-I Overhead Signs, Box Beam, Closed Truss Alternative, Two Post Type frane Detol ls D S40E-1 Overhead Signs, Box Beam, Closed Truss Alternative, Two Post Type frane Juncture Dato! Is D S40F-l Overhead Signs, Box Beam, Closed Truss Alternotlve, Two Post Type Post Detal Is D S40G-I Overhead Signs, Box Beam, Closed Truss Alternat1ve, S!ngle Post Type Frm,e Ment>ers 0 S40H-l Overhead Signs, Box Beam, Closed Truss Alternative, Single Post Conti lever frame Dato! ls D S401-1 Overhead Signs, Box Beam, Closed Truss Aiternotlve, Sing le Post Conti lever Frame Juncture Detoi Is D S40J-I Overhead Signs, Box Beam, Closed Truss Alternative, Single· Post Cant! lever Post Detoi ls D S40K-I Overhead Signs, Box Beam, Closed Truss Alternative, Single Post Butterfly Frome Details D S40L-3 Overhead Signs, Box Beam, Closed Truss Alternot1ve, Single Post Butterfly Frame Juncture Detol ls D S40M-I Overhead Signs, Box Beam, Closed Truss Alternotive, Single Post Butterfly Post Oetoi Is OVERHEAD SIGNS -TUBULAR □ S40N Overhead Signs, Tubular, Instructions and Exm,ples 0 540P Overhead Signs, Tubular, Single Post Type Layout and Pipe Selectlon D S400 Overhead Signs, Tubular, Two Post Type Layout and PI pe Sect! ons D S40R Overhead Signs, Tubular, Structural Frame Detol ls No. I D S40S Overhead Signs, Tubular, Structural Frame Detal Is No. 2 D S40T Overhead Signs, Tubular, Foundotion Detal Is ROADSIDE SIGNS ■ S41-3 Roadside S!gns, Typical lnstallat1on Details No. I ■ S42-15 Roadside Signs, Wood Posts, Typlcal lnstallot!on OetallsNo. 2 D S43-A Roodslde Signs, laminated Wood Box Posts Typlcal lnstol lotlon Dato! ls No. 3 D S43-B Roadside Signs, Steel Post, Typlcol lnstal lat Ian Detal Is ■ S44-7 Roadside Signs, Typical Installation Oetolls No. 4 SIGNAL AND LIGHTING DETAILS 0 ES-IA Signal and llghtlng Detolls, Symbols and Abbreviations 0 ES-1B Slgnol and l1(11t!ng Oetolls, Symbols and Abbreviations □ ES-2A Sl{TlOI and l1(11t!ng Oetal Is, Service Equipment □ ES-2B Slgnal and Lighting Details, service Equipment □ ES-2C Slgnol and llghtlng Detal Is, Service Equipment □ ES-20 Signal and l!ghting Detal Is, Service Equipment D ES-2E srgnol and lighting Detol Is, Service Equipment and Typlca1 Wiring Dlagran □ ES-3A S!gnal and llghtlng Deto! Is, Slgnol Heads and Mountings 0 ES-3B Slgnal and lighting Oetol ls, Srgnol Heads (J'ld Mountings □ ES-3C Sl{Tlol and lighting Oetol ls, Sl{Tlal Heads and Mountings □ ES-3D S!gnal and lighting Details, S!gnol Heads and Mountings □ ES-3E Slgnol Ond lighting Detalls, Signal Heads and Mountings □ ES-4A Stgnol and lighting Detal Is, Control !er Cabinet Oetol ls □ ES-4B Sl()"lol and lighting Detal Is, Control !er Cabinet Oetal.ls 0 ES-4C Slgnal and Lighting Detol ls, Control I er Cabinet Detar Is □ ES-SA Slgnal and Lighting Detolls, Detectors □ ES-5B Slgnal and lighting Detai Is, Detectors □ ES-SC Signal and lighting Oetai Is, Detectors 0 ES-50 S!gnol and Lighting Detal ls, Detectors □ ES-5E Signal and lighting Oetol ls, Detectors □ ES-SF Signal and llght!ng Detal Is, Pedestrian Barricades □ ES-6A Signal and lighting Standards Type I Standards and Pushbutton Posts □ ES-6B lighting Standards, Types 15 and 21 D ES-6D lighting Standards, Types 30 and 31 □ ES-6DA Lighting Stondards, Type 32 □ RSP ES-6£ Ugftlng Standards, Types 30 and 31, Base Plate Deta/1s D ES-6F 10 Degree lighting Standards □ ES-6H 10 Degree Llgllttng Standards Detolls The Revised Stondold Plans (RSP} and New StondOld Plans (NSP) which apply to this contract 01e Included as lndlvlduol sheets of the project plans. I D!ST. I COUNTY I ROUTE I ,2 I Oro I PO~T MILES TOTAL PROJEC! 21.3/22.1 4 104 To accompany plans dated_6~-~5~-~•~s _____ _ 0 ES-6J 0 ES-6K 0 ES-6L 0 ES-6M 0 ES-6MA 0 ES-6N 0 ES-60 0 ES-6P 0 ES-60 0 ES-6RA □ ES-65 ■ ES-6T 0 ES-6U 0 ES-6V 0 ES-7A 0 ES-7B □ ES-7C Signal and Lighting Standards Case I Arm Loading, Wind Veloclty • 70 MPH Arm Lengths 15'to 30' Signal and lighting Standards Cose 2 Arm Loading, Wind Ve I oc 1 ty • 70 MPH Arm Lengths 20' to 30' S!gno1 and Lighting Standards Cose 3 Arm Loading, Wlnd Velocity c 70 MPH Arm Lengths 20'to 45' S!gno1 and Ltghtlng Standards Cose 4 Arm Lood!ng, W!nd Velocity = 70 MPH Arm Lengths 25'to 45' Slgnal and lighting Standards Case 5 Arm Loadlng, Wind Veloclty = 70 MPH Arm Lengths 50'to 55' Slgnol and lighting Standards Type 40-0-80 Slgnol and Ltghtlng Standards Cose I Arm Loading, Wind Velocity = 80 MPH Arm Lengths 25'to 30' Signal and lighting Standards Cose 2 Arm Loading, W!nd Veloc!ty = 80 MPH Arm Lengths 20'to 30' S!gnol and lighting Standards Case 3 Arm Loading, W!nd Veloclty = 80 MPH Arm Lengths 20'to 45' Slgna1 and llghtlng Standards Cose 4 Arm Loading, Wlnd Veloclty = 80 MPH Arm Lengths 25'to 45' Slgnol and llghtlng Stmdards Cose 5 Arm loodlf'lO, W!nd Veloclty ~ BO MPH Arm lengths 50'to 55' S!gna1 and lighting Standards Detol ls No. I Slgnal and lighting Standards Oetol ls No. 2 Slip Base Insert for Type 10 and 15 Lighting Standards Left Turn S!gnal and Sign Standard Type 33 Signal and Lighting Oetoi ls, Electrlcol Detol 1s Structure lnstal lot!ons Slgnol and llghttn;i Detar Is, E lectr tea I Deto1 Is Structure Inst al I at Ions Slgnol and Lighting Details, Electrical Detot Is Structure lnstal lotions 0 ES-7D Slgnol and Lighting Detol ls, Electrical Detal Is Structure lnstal lotions 0 ES-7E S!gnol and lighting Oetolls, Electrical Detal Is Structure lnstal lotlons □ ES-7F S!gnal and lighting Oetal Is, Electrlcol Oetol ls Structure lnstal lotions □ ES-8 Signal and Llglt!ng Detal Is, Pul I Box Oetal IS 0 ES-I I □ ES-12 0 ES-I 3 0 ES-14 0 ES-15 Contllever Flashing Beacon Deta!ls, Types 9,9A,9B Contllever Flashtng Beacon Deto!ls, Types 9,9A,9B S1gnal and Ll{tlttng Deto! Is, lsolux D!agrm,s Slgnol and Lighting Oetol ls, Foundation 1nsta1 lotions Pedestr !on Undercross!ng F lourescent LI ght Ing F 1 xture Signal and Lighting Oetal Is, Spl Icing Detal ts Signal and lighting Oetol ls, Wiring Detar Is and Fuse Ratings Pedestrian Overcrosslng Flourscent llght!ng Fixture EXTINGUISHABLE MESSAGE SIGN D ES-27A 0 ES-278 □ ES-28 Ext!nguishoble Message Sign, 10' Letters Ext!ngulshoble Message Sign, 10' Letters Extlngulshoble Message Stgn and Flashing Beacons SIGN LIGHTING DETAILS □ ES-29 0 ES-30 0 ES-32A D ES-32B 0 ES-33 Mercury Sign Lighting Equipment 36' Flourescent Sign llght!ng Equipment Sign lighting Equipment Signal and l!ghtlng Detal Is, S!gn Lighting control lnternol ly 11 lumlnoted street Nana Sign NEW STANDARD PLANS □ NSP 079 ?recast Reinforced Concrete Pipe Direct Design Mdtoo STANDARD PLANS LIST {Januory, 1988 Edition) Revised 12/20/88 The Standard Pion sheets Tnd!coted by o marked box are oppl !coble to this CONTRACT NO. 12-023774 ---------~ I I I I cxsr. I COI.MIITY I ROUTE I TC?Af t;tjSECT l~l~Ws ' ! 12 I Oro I I I 21.3/22.1 I 5 J 104 ' I ;::----., \., ,,, REGISTERED CIVIL ENGINEER , yiOfESSIO,t.ff i POINT COORDINATE ~ $ ~ NO-NORTHING EASTING DESCRIPTION & LOCATION g D.R. RAINEY \ 6-5-89 I 1 538,611.47 478,532.91 RO.HO.BOLT -11-71' RT 617+53.58 CL P.C.H, "~26361"' ' PLANS APPROVAL DATE • &p.. 3131/90 • -I 2 537,442-81 480,089-25 c.s.r.& w. -4,41' LT. 637+00-03 CL P.C.H. I 3 537,191.10 480,267,99 SPK-, T .& W. IN P,M,S RD. -SB.21' RT-639+94,32 CL P.C.H. VAN DELL AND ASSOCIATES • .r~J: CIVIL ~..,_'t-I 4 536,937,06 480.878-84 2" I. P-RE 1068 -77,50' LT.646+35,32 Cl P.C.H. 17801 CARTURIGHT ROAD £ OF C~\.\\~ I 5 536.706-46 480,894.76 2" I . P-& BR-CAP -99-28' RT. 647+83,48 CL P.C.H. IRVINE, CALIFORNIA 92714 l 6 536. 745. 42 481,050-73 C.S. T .& W. -20-96' LT. 648+89-17 Cl P,C,H. 1 I :i ! ' I 0 .f >-w ! a, ~ lo w ,w "' -~ w '> I-:w " "' 0 -!w REDUCED PLAN \ ,1-1« USE SCALE BELOW 3 ,0 !~ <,; I 2~-~ t:= '3 1NCHh. OM Ol'IIG'::L PLAN N Ii- I'>->---=---@a, a, 1!;;:::o 0 '-l~ w 5!2 " 0 •..JU) w EXISTING TALBERT \ \ ',; \ '.c3~ :c 0 CHANNEL COUNTY OF I /. ' ORANGE / -<, I ! \ \ ' I-i \ ' ~ w I-. ' w I-.. ' \ '<" 0: I-I-Le .. ' ti w .. w ' ~~ w w 0: CITY OF ' I!: .. 0: .w I-, 'll 0: ti ill/ U) \;:,t~ ~ ~-<, CITY OF C ti ~ HUNTINGTON BEACH ' z U) i--'C, \ < l!J, .z ~ I-PACIFIC COAST HIGHWAY (STATE ROUTE 1 l ") __ ..,.~ NEWPORT BEACH ..JI !i:' z' !W ~ :c z <:> < 0: ! t; :, .,.. i' 0: .. " 'l :c I I;:, ~ <:> .. 0: ,~ "' 0 I\,: g, 0 ©\ ~ ... ... 10 ... ... ill: ~ 0: ( __,_/ a, '\ -·----\ --~ TO LONG BEACH ... I ' -~o -' ----i ~20+00 --_, 660+00 ' ,, 640;0, I 65o+OO I --------- !1 f cb PARKING AREA~ / ~ ~ \, ' TO SAN DIEGO c( ~ "-SEASJiORE DRIVE BEACH j @ I J ,i "' SANTA ANA RIVER BRIDGE --=--/ \ ~ I .... 1; \ '< I BRIDGE NO. 55 01 • •• .... TALBERT CHANNEL BRID~E f,• = Ir ~ C, BRIDGE NO. "'-' ... 55-658 .. '!l,\ ~ ti' 1-' Gi' .,, J:!' "' a, w z ...J w .. w 0: I-< ;'! 0: w 0: I-U) = "-ti 0: I-U) .... ...J t ~ I-U) 0 u.. .. w U) < z . C, 0: z 'ii, "-I-< z < i= :i LEAST TERN ~ ;; w 0: 0 ...J .... ~ > 0 :c z :, :c NESTING AREA \ " :; z 0: <:> w .. " i "' :, 0 0 -::E U) 01 U) z :c .... "' ,; ... ... "' " ... = ~ < ... w C, ' .. ·1~ BASIS OF BEARINGS• BENCH MARK• ·"' l fr THE BEARINGS SHOWN HEREON ARE BASED UPON 1 .7 MILES NORTH A~ONG THE PACIFIC COAST j~ I THE C OF SEASHORE DRIVE SHOWN AS HIGHWAY FROM THE NEWPORT AVENUE OVERPASS 4 S 53 05 41 EON THE STATE OF CALIFORNIA AT NEWPORT BEACH: AT THE SOUTHEAST ENO ; u.. DIV~SlON OF HIGHWAYS COORDINATE CONTROL OF CONCRETE HIGHWAY BRIDGE 55-01 OVER CONSTRUCTION STAKING__ f" 10 MAP FOR ROUTE VII-ORA (C. C.M. 111.11). SANTA ANA RIVER,. IN THE TOP OF THE 'w SOUTHEAST ENO OF THE SOUTHWEST CURB, SURVEY CONTROL DAT JI,_( 1,-.. 0.5 FOOT NORTHWEST OF THE SOUTHEAST END ,< ' .... OF THE SIDEWALK AND ABOUT Q.5 FOOT '"' 150 300 -~~ ' dP HIGHER THAN THE HIGHWAY. 150100 50 0 l -~ (M. S. L-l 1970 ELEV. 15.814 I CSS I -- I I FOR REDUCED PLANS 0 ' ' I ~ .,. •·oRM DC•OE-80-PF (REV, 1J86) ....... ORIGINAL SCALE IS IN INCHES I I I ; .. " . . . 0 IZONH.l CONTROL IIIIP 48SC2S,201JPF 4\008 179 12 Coo 88 1S•SJ I l· \· l· i- ' i-' l· i-' i- ' Efifiilf:mr.!i -f/.R. LEWIG lM:ni ' ' • I . . --1 I ·1 · . 1 1 , I I i '1, i, i;, 1 , f- I ~ 0 • ". ► m r o • g Om ► 0 :;; . co ~ " . " ~ '" • {: IL. I • •• • u, -• • • [·'~" -· i I ! f ,1 1 .11,11' F1· ~i+2 i i C • -11JJ~J I ' B~9rmmscii'Ti=.., -:1~.,,.,-....,... .,. :1· ~ ~,~ i' ,:~<ff{I], ,. ' I I I ' I I ' ' 11 .!1i-?''--'~H • til8-t=-0 ,,,, 7· I ' I ll\ 1:rn~~ ·::1 I ! 8+13. 3 9 PCH ' -l's--: i -1·· '. ' I i I ' ' I (:R.7,06 T,DI "<; ! , ,,,, , . , , 'ii 6156,F,S ~ 618+56 __ (, !' 1•' -• -6!8 5o 'l! · · I• i' 6'5r 'I -"' I c7riP1,1• j ,· I , l,, ;,', 11JI, F+l7 ~ v~;!c -'~-: 'i '! 1½r1~1 • 1 ·'!",r "'-ii\' ''r ;I 1 ~ T ii I , I, -1 l J I I --""~.,..J 'I: i ! i I _6 ' I i t '1 ! i (' .; :-: . I , uw,oo , l-'Afmcf,t .. ~ '' ~ ~---·.Ir: ~'[;,;'iffi, _j ',! +i-, I' i ' ' ' i i ,: i: ' I {jf();RJ ~ ., '.I' ~~~"-1 ' I ' 11•· V .. ""' • '1 ·, 62_0+60 •.• .z~ • , ! . r,r.;,""'1 • , ~~ 16-2~> :1· ·:'· -~==~"' n...,.---a-a--, ~l +I-'""'(-/7':_____i Hflif--'-'-;4+;f h-&Jl41,;,J,lL~---! ',', --;a-"'s'F',"- :1, I I I' ;1,, Ii"' -. ~"'=''l'-'-"-11-i ,JU...Uc.1!Lc!"'¼.r-;12 't--"_c"/!-."Avr [ti; "'<>'1'785','' '='l '521+so ~--1. •:: :.::1.,:.1'. µ,..u.,= ... ~ b,. [6 23 ,t,J I!,.) ' I '6 1+5Q '' <$:r:,: ,r- ' • ,i,. o tQ.'t:I • I--°' c:;,," ~ • O •·• ~' N ~ ';.;.:i.'...'..=:.;.c:::c..J,,~. 'f '~ -~-J~l W;;:J:S>-,..rll,; O: ~ ~ • H-'r.e-:c'-4 ?j:•ri. ~: "M..r-11 1,, . • 622+00 ::ll-"-rc-----e'-'-"cHE ;: 1; ~ ~· ,!, g 1 6;39 ,-.,... di>! co?' I Ii !W,;¥,'f-# • .. , =t-: 622+ 5 ·~6 •+ ~'• :g .. · :,r ~ 6:s1: 17.,;q ~~:-W~H½ '.G22.+50E.C.:J't_, 622+50 , , , 11; w .,, • an ~~ll 6 .65 .11 . .L' ; ~ 'rs;~ 0 -=~ ~ 2'75 • -~~:§ 622+1s , 622t89.88B.G.0 ;',( ~' 1 8,.fl-7 it 1~ 6;81 +=' 1,M .. -,.,,_ >-. 1 _ =r"'~tt , G2o+ O "~ ,.. ••• ~ I 0,65 "'"' '-! s: "'I~: "' "' 5 7,7.:3· ~ +07 ,.~ ~ . {'78 i • -:.. ·[, • 6 + 7 1 · ! _ , T C li:'l EVC ~ , : ! :i,· ,8~7-l;ITT.C-~ : ·c r:' r; • s.623+49.88 _ •::1. ~1:c;~1'.1 _ -~ , • ' ,1.p,;.c.· ,, 62+! ''jl +7 623+54. 88 ' Ii '. 2$1' 'T.,.r ' 1 i I ,_ ~-T·.c., 7 •. ,9 .. 6' _,.c. ,_;,, Ii :_·r:.,; if1,j,. 'i 1· 11 ' • c •. f,. • ' +12' 4 ~rt . ~ . , '. ! : : I : , , I '. . I -~ 7 . &z?..-LJo 23+ I"' .I , · .• ' I'\ I F.$,€4' · l s7 l-D. :i i I i ~ oo. : ' ! 62H00; ,1 I : 1£1~ I 1~-1-9 ·; • ~!5~ i I ·1 ~~.,, I .~\ ,.. ::u-::o -j: I ?;:: "N'ii ' . ~~ '~~- i v-"="-"--1 N-~,\f 6 + 2 +00 ..".J,r +/--:_ ~ -< 11 :;;111 '· 10 05 • 8 74 eern ! ~ ~~ ' ,· • ' Ii f' ~ ' ··1•·-~ ; I I : 625+25'--.,; % "1 ~~ ' ' ' I:') ? ! ' : ~ I Ad I DIKE L 111 [ ... ~ !.'<ill I "I"' ill' 9.~~ T.D._,, ""~ \!i'§; w • a.io lf.~; ~ '., '1i§ ... i '~ ,, ... -, , .. _. 1 r·1 ''°' of' ~ ; , 111 "/-'\J>. I 626+00 +oo I ' ~ , 10·:93 9 .• 96 . ~. I _, \ I ii 1~ .. • I • ; • ~ i ~ 1 ~ -I ~ 1-- ii ~ Ir;- 1-.; +~-+ I 1, ·1 ' ' 'I !'. I I I I 'I. r )> i -< 0 C -l )> z 0 "U JJ 0,, 'Tl ' r m ! ' I I I I I: I ~<:J~ • i '•I ~'!>~,, •• : :,1~ ' 10.s4 11.82 ,I 10.8• "' . I ?1:4. ~?7r/J(!' M4fCII tlA/€ ii:' I'. 6'f~ <f,3/~,j,T i,:. •.;? . I I 9 • I i i 1 • I <r1 J, t ' l: I i ,- ··, I ' ' . . -I J I . I - I . I ! I • 'i -i 'I 'T ii _, I ! I ' I : I . I , . ' . . I ... -! .. I, , . ' I! I I i i. . ,' I i i I i I i I ' !; • '! lli1, Ii II 1 I ,I " "' 0 -z ~ "" "" -< ,, ~ ~ ~ :::! ,, 0 -z ~ z z 0 " e1 "" " "' ' ' .. - " 0 .!. llUI 11 J l '? 0 ,, ,. ;;: ,. " m I I " -1-,, -< -< ,. ~ rn 0 ;;: ,;: :,: " r ' "" ;;o:) m fTl 0 "Tl -□ fTl z ;;o:) "" fTl z (') fTl CJ ;;o:) > ~ ~ z G) ~ 1(/l c, X I .!.. .!.. rn -, I CHECKED BY 1,9/.C I DATE REVISED I I J 1--r--1 ---T---r- 'ifllff ,,;7-,;;_9 RC " \_ = /(hll.51 &f'a?KAIU.,ffi'"T \ ~~ ---"""-~== / --" -5/;?/ ~/7 ,, . 93 EIV.?> Cv'/VGTRUC?7&1# cf- BRt?IJKJII/RGT GT ,,y !8-~,fw'E Gilf/. . .::;ia _,P-----j:-5'., ;l\'X_... ,,( 'YI iii --YC!i ✓-✓0/ ~ + '" ~11 H 0, z'" '" 8 :,: '" HO: ~~ ,. :,,n el I "'>-' ., 0 "' ~ ii~ "' ,n•GJ 11/1~ l"'-N-F-1,, ~, ( ) I I I " ~ \ I r. 1~~ I\~ !.,It 1--- '" 8 ,. H t< '" ~ ~ !>i i'J?, I 'I, I ~ 1+1 8 i 50'+ / ~ ~ ,sa:;i~ ve:;:,,a,,-~~ I IPC/,;/t},.Y,:,~P..aaifC' ,ii' rAYa:;.z~,...--i: r"T 621+79.88 .:;.~~~✓.::<s?.,y' BC SOUTH CURB ~/T.,..z:i.v BEGI.N SIDEWALK N34"09'.59"W 622+39.88 EC SOUTH. CURB Ns3·os 1 2a11w 622+so __ END MEDIAN FACE OF EXISTING ·TRANSITION c:-, -J I ----I BLOCK WALL 'f I? W 1 ,:;:;.z3r<&7 622+89 88 ~~//VCR"/9.£. CW,1/'/0;V BC SOUTH CURB l---i,--T-#Cl:7£'.B T.e?,1,6'/,7/0# N72"00' " ,;;~,-r--y, 4''ff::/Zv4#Cb'fl I--- "fl j ~ ·~I · ~"': r f 4¥! 8' SIDEWALK 623+41 \523+49 88 --~ --------~---........ __ -__ _ ES QOUTl;I CURB f I BEG.' SHLDR CROSS FALL TRANSITION END SIDEWALK Fi?1.±.5A...._.fill END C&G END SHLDR CROSS FALL TRANSITION fl-- ~) 623+57. 88 623+67.88 'B' BEGIN A.C. DIKE @§ 8:5' ~ ,j..J...L' v~ •41-45' '"' i~ B' ~ 623+56 END BEG. CONCRETE TYPE 50 161 @fr £Z5•/5 p • Co + 625 ... 25 ~ =;tCPaE Q_ m ~~ -101 ~ P;ll.'QQTJ.'Q'T'Qll.NQ BARRIER a- T 0 lo~ m ~ g: !:'.l 4n"'A"P.41./W ' E.A'"C&-0"'4&2:"'. • I GTJI. ~Z7~tltJ #ATC# LINE -G,€:C 6k'£ET L -C / no • cc "' z (/) 1"11 Q rn C Cl -cn C: o no z ,, l"1 ~ f;;c, 0 ~.~ ;o; :m~~OI I fgiiio50)u,~ l ~ J ,. •1• ~U?.U!.8:~8.~ ~ra~nLts ► . . . . .. . (") I C: -;;o (>IOUl-..iO) cl< OI O O <.nl\l·N 6:,...;; bb·o· ui· -1 11 ooo8o8t;i , a > •:;:11!:l;;;l~leJ~J§; ~!;l~::j"-~; ~1~l;l~lgJ\ Ii I~ 00°' -»o ~j;!::o cu-n -u,o o,,,'< ~rn ;g ""'m "T1G)-J D:x:rn f'l-l::o o-"'i' ~-< "o -<.,, ,,~ m,,_ 8-< ,,,,. Oz "" ,,.,,. "n "'n !:j~ !j m --< ,, " ,. < a, z -o z-o rn en " 00 ' ~I"' ► "' " ' " a, () N ~ ~ Qi • n r 0 " >r n co ,. -< ,. r,: z -"' 0 .,, -0 G) ,. ,, :r: (/) z-< (/) -0 )> CO Cl iw ~ ~ -; o-,. ,. ID O -< "' en " "" ' ,. ~""~ ~~ifJ~:~i ,., ~ x,. t; ~ ........ z ~ i ~ ~. ·.~... :+,"> • 1n11<\~_, • r !'21§~ ~ f!~ ~ ~f -r ,m Q(ll en z~ Om " -~d o m, .f:> ~/! 1--- ,J C >-w "' ~ C w w cc ~ w >-w c5 cc w ~ C C)( ~ 'l>i ~ N ~ '>->-iil"' "' S@ C w :,Z " uSl u ~"' w <w r UC u z .. I= ~ ~ .. z C = ... ... .. ... z "' ::E I;; C .. "' .. ; = .. ... j ::::; < .. ... .. ~ ;:!: Stamm . .. • "'· , .. ... ~ 'I ~~ ~~ !i'i ~~ j '(I ~\ ~ts.. " \lit ! " ~ I ~ l't ~ ~ -~ ~t- X ~~ ~~ ~ DELTA RADIUS 03°01 53 5000.00 00°56'48" 5000.00 00°56 50' 4952.00 00°56'48" 5048.00 -o-11,-i_ Tu--~I., ---~ ~ 1-----•-+---1_ =~ ~,%--t --~:" • l LENGTH TANGENT DELTA RADIUS LENGTH 264.53 132.30 02° 12' 13" 5048.00 194.15 82.61 41.31 00°56'48" 4952. 81.82 81.86 40.93 00° 15' 39" 5053.25 23.01 83.40 41.70 l-~: - . I-----+ _ _,.,., ____ ,,, -_________ .. ,; .... T -----_,_ ·-... __ __ --.r===c-cc. ~ .. I I TANGENT 97.09 40.91 )1.51 I I 1~1 \;~~ ~~-~~~ ~ ~ ~~ij <s §) ,; SJ "<\ ~ " ",; ~ I~ "li "' "" ~ ~~ .~ " " \1 '" ' t-s "' ~ ~ ~ ~f,..-_ ~ ~ " 1\) ©. ~ v~ ® /"" feJ .@ ~ "' FOR REDUCED PLANS ORIBINAL SCALE JS IN INCHES ~ I ~ FOR COMPLETE RIGHT OF WAY AND ACCURATE DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE SCALE FEET 0 50 I DIST. I COUNTY l ROUTE 12 I O,a I 21.3/22.1 I 1 104 i~1 ~no ••••~\1' 6-5-89 I D.R. RAINEY ~ =~=~~=~----JI.ii No. 263§1 ,.. REGISTERED CIVIL ENGINEER ~ .. -.~ --~ PLANS APPROVAL DATE .1~ VAN DELL AND ASSOCIATES "'~..o: aw., -:~'ft. 17801 CART UR I GHT ROAD £ o, c~1,.\\\l<"_;, IRVINE, CALIFORNIA 92714 t:: REDUCED PLAN USE SCALE BELOW l 2 3 INCHES ON ORIGINAL PLAU 3 =I -- REFERENCE DRAWINGS• ITEM SHEET TYPICAL SECT IONS X-1 GRADING G-2, G-3 ORA! NAGE D-1 SIGN & STRIPING S-1. S-2, PD-1, PD-2 CONSTRUCTION NOTES C-4 - I PCH STREET PL-'11 SHEET 2 • 200(28,201 )PF• HOOS 1304 o~o .. -ss 131\7 '-- - - '-- I-- L-2 / I H0.08-1 I;" - - - I-- I ac 1 i;; fil "' fil -Ii --- SHllan. Exe. ,a. -· ·tt;fi...,,-r.,, --+ . --__ ,.,, .. ,; ·-" ---. --------'---- + + + + I ~ "'' I\\ ~ FOR COMPLETE RIGHT OF WAY AND ACCURATE DATA, SEE RIGHT OF WAY RECORD MAPS AT DISTRICT OFFICE I DIST. j COUNTY l ROUTE I r6f'£ ~ECT IS:'~1-1Q.T~ 12 I Ora I I I 2! .3/22.1 j 8 I 04 REGISTERED CIVIL ENGINEER "";> ~i~O,tk foe RAIN:>\ 6-5-89 'fl~-PtANS APPROVAL DATE '"'\ No. 26361 "' l--'-====="-------11·• e.~ ,. -- VAN DELL AND ASSOC I A TES ..r~,,. CML ~,~ 17801 CART\JRIGHT ROAD ~ OF t,,\.\\~ IRVINE. CALIFORNIA 92714 Rk---.... \ " ~ \ \I 11, ""~ 1\ 21 I I I I ! I' u JL _l \ \ ~ ' ~ -"'4/G ,5747,r ' I GYP .41?".f'C4Ck' 6'48 6~ ~ 'J R'/lf'7 ~ CURVE DATA ~ hi DELTA RADIUS LENGTH TANGEN" n 02"05'05" 5000.00 181.92 9097 B 02°05'05" 5048:00 183.67 91.85 C 02°05'05"' 4952.00 180.18 90,10 \ , ~ ~ / ~~ ~ ~ill \j\ §t ~ :,[ ill ''l ~~ SCALE FEET 0 so 1 Hbfi~~L~~-1L::==========;;;F:::-:=:~:-::c-:::c'::":-"": ·• -:--7 -€EE-•--W,7,4--'.-,.AA/.fl· I VERT 1 "m10' Ir --• '' -• ,_ ···::. ~.•• ·~.•,e.« F.i .. ' .. Mr .... :.·~···.1;.•··~ ~.·· .. ··········•···.1 .. ··, ~.•: ,. • •••.. •.~·•·.·•·'ij:.!.· .... •. i.·.:.=:. -~.···~ .... ~.~~···•··==:~ .. ~ .•• ~·'c=-~·· ~T~~, -~.:~~· ~•,:~=-::.~~=-==-==T=·.:-=-c.c--=---.::..--.'":..c~··· h,~~·····~··· · \11 •••••• ~ ••• • ~-~.~.-• ~-~~~·~~~~;~~; __ ," -, - • --_____ .,,_ ' "'~ -_: --·:--~--·-· •• -=:· .. .:.·--j:· ~.;: .. ~.;-~r=~ .. ~-~-"i.~~·-;··=-· ·:::_::: . ...:.:,:~-~-~--~-~.":: __ ~.~-c:==_c;:·.=c_:cc:c,.c::::.~,=.~C:..::;c..:==-=::.=1 --~ -•• !-: _ _:-_----::::--'- ~ i·-__ -_-_··· ___ ··...,,_· ··_·· ---- ----. + + n + + + REDUCED PLAN 7 USE SCALE BELOW I I 2~3 0 I I t:: 3 lNCHES ON ORIGINAL PLAN :::I REFERENCE DRAWINGS• ITEM SHEET TYPICAL SECTIONS GRADING ORA! NAGE SIGNS• STRIPING RETAINING WALL CONSTRUCTION NOTES . X-1, X-2 G-3, G-4, G-5 D-2 PD-2, S-2 R-4 C-4 -----•-----•---·----·-------.. -._-__ ---------------··· -· ----- - <-- <-- .__ >-- :=. ___ ._: ____ -----------_· __ ·_ .. ·_-~~ _--=:__~ __ =-:.--=----··=-=·=-.... ··y-·-., cc.·c===.._ .. •·.·. LAYblJT AND PROFILE = ' , L-3 I FOR REDUCED PLANS,,','' I ' ORIGINAL SCALE IS IN INCHES ? ''"''::'·o~•'::'·•~•-::·:.· ~"~"'.:..· .'..'"~""-' .:·.:::-:_ ___________ _J_J ___________________ _L_:.:=:=:~:.::::..::.:::..:::::::::..........:=========-_j_j _________________ -:;c:-;~;,c;;;-,.rn,:-'"°"""'""'""°""'"'.;:;;;:;"";;;· ,,.;,..;:;' -STREET PlAII S~EET 3 -200.C28,201lPF• 44008 1:5'.0.:I'. 09-Du-88 13•12 I 440.oe-1 'I f--+--1 :I '--+--1 ' I i~·--+--i :\ I ' ;! --+--1 -+---I - + I I + + + + + ' ------·--·!-- ~ --._ -,... -.. --·-_ __;_ ----'-----:::i • • t T r ·--==-=~ .. ~ I !--·--- + + + + -- ,+ I DIST. I COUIITY ~ ROUTE I T~~ECT 12 I Ora I I I 2f.3/22.I 9 104 ~¥,OfESSIO~~ REGJSTEREDCIVILENGINEER -~~~ s-s-ss lnR RAINEYi 1-"P~LAN=S~APPRO=~V~~=M~~"-----~:~-:!~!oo-J:_ VAN DELL AND ASSOClATES ~A 17801 CAR TUR I GHT ROAD "!' OF C'-\.\\~_:, IRVINE. CALIFORNIA 92714 REFERENCE DRAWINGS• .ilft1. SHEET TYPICAL SECTIONS,-----X-2 GRADING G-4 DRAINAGE D-2 SIGNS~ STRIPING S-2, PD 2 RETAINING/SOUND WALL R 1. R-2 CONSTRUCTION NOTES C-4 ' ' L-4 t-- r- I r-----------r--------,1------:--------,--------------,----------'-----I I OlST. t COUNTY I 1-- - ~ -z <.j G) :':I L.':s.. i. C w "' 0 w : ::i:: '0 ;~ ".S G ~ ~ " +-lie ~ ----,- ~ ... .........::....--,--- CURVE DATA ROUTE I 0 DELTA RADIUS LENGTH TANGENT 12 I Ora l I ~---· \ 21.3122.1 l 10 I 104 '· @ 97"27't3· 10.00 17.01 11 .39 n ·9:-R=-s=s ® 239°22•23• 35.00 146.22 61. 40 © 51•55•37• 25.00 REGISTERED CIVIL ENGINEER 22.66 .12. 17 10 C~ \B\IL\~L89'--t------+---------j-~----l------l 6-5-89 s ~II r ======----11~ ND. 2eas1 lo; 0<..--)~_J ______ L.,_ ___ ...L ____ .L ___ ~_:.P;eLAN=S.::AP:;:;P.::ROa:,V.::ALc!O~AT!!E;._ ___ 41 ---' -• EJ:p.3L3iLSC.). jl- OTE 1 FOR COMPLETE RIGHT OF WAY AND ACCURATE DATA. SEE VAN DELL AND ASSOCIATES .r,.._ CMl ~ RIGHT OF WAY BE.CORD MAPS AT DISTRICT OFFECE. 17801. CARHIRIGHT ROAD '+',-,.,. oict..\.\'<<;;J~~ .. ,. FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ~ ....-IRVINE. CALIFORNIA 92714 - SCALE 0 FEET 20 40 CIIY OF NEWPORT BEACH, AP,eBIIYl;ll F~,:;JZJ;ACILITIES• . ~ e:_ 3/22/H I· Cl'IY ENGINEER DA1E NOTE• FOR CONSTRUCTION NOTES SEE SHEET C-4 - __;__ >-- >-- f-- >-- - - I-- I-- f-- f--- f--- f--- f-- >-- >-- - >-- LAYOUT AND PROFILE == I I L 5 1-- • >-"' 0 ! a: a: .. .. ;; 0 z .. I-CJ .. ~ 0 a: ~ ~ ~ " 11,i -~ //'IA6/MIL -,4ff,l?ll,!C JI &UJB '-----....J___i A.C. A.B. \CLASS 2) A.S. !CLASS 4 I IA 18 IC ID IE •Nv" A.C. A.B. A.S. 0.55'• 0.90' 0.70' 0.30' o.r,o' "0.40' 0.35' 0.50' - 035' 0.35' 0.42' 0.54 -: __ N.,,nlJC o.~ AC, IN PHASE J. CONSTRUCT· REMAINING 0.15' A.C. JN PHASE 2. STRUCTURAL SECTION N.T.S. 639+0 ~1·, 22,12 F.S. 22.0STD. 2!.7ZIE. \_ NOTE• FOR CONSTRUCTION NOTES SEE SHEET C-4. PACIFIC COAST HIGHWAY 640+ 43.40 BB \;;: 46+06.40 E.B. 646 GEE -GAN?;,/ 4N4 P/Y. Bf"/R;'E?l.P~B A,:P,e,a.,-JC/4' l"i?R WG/77PN PEOVL. lcF=====~==';,~-,----,i-c;_~c ~ ~- I .67 F.5. GEF GI/TL-I DIST. COLt.ffY ROUTE 12 Ora REGISTERED CIVIL ENGINEER j 6-5-89 PL.ANS APPROVAL DATE POST MILES TOT AL flROJECT 21.3/22.1 VAN DELL ANO·ASSOCIATES 17801 CARTUR!GHT ROAD IRVINE, CALIFORNIA 92714 AZ'll":· fl:i1/RCU""5HtUa/7.YIC4.t.!Y -111'/T~ .c27..V~ BUl: 1310 /~$6~;;;;; 2]--- Gl,/:¥/LaP G,f;!/OMI> PL4NE CONCRETE BUS PAD DETAIL RlR -G7RJ::WR4L .,.e-C77tW C//RB ll£P a;?;,/IL 4&l//E N.T.S. COAST HIGHWAY 7 +-08.34- PA".::r~D _../N/SNEP sv~~E 2"A.C. y OV£. A 'ZlP /UA'E IIYlEPff.& ll'Rl7t7# t'F il$T R?l£#E#T 8'0R $ SIIOWNON PLANS ,.,3. . , :'"~ !:.TI T..Y,,.-0/c;.,.l. SEC//ON A--'Z-5" (SIDEWALK) /tl' /d" /d" /0' /0' /,:,-/0' /0' SIDEWALK DETAIL NT~© , {E\ N.T.S \.:::J ~----1 c-1 FOR REOUCED PLANS ,_o_,._oo_-_o,_-,_,_-•_•_:'_"_'·:_'_':__":__' __________ ---:-_____ ~L----------------------L_'.'0'.""'.".G''.'.'."':.'':.:•".'.c~•'.:'":_'"'.5-"'"~'"-"'c"~'"'.s_,,c'="==e====='=='==,!___l _________________ ---:-:--c:-,--;;;;;-;=~=;c~o~N~S~T'.,R~U~C::T~IO~N'=::O~E~T~A~IL':;S~~~~ _j 'SIi UReu ,a1,11 11£U.Ui,•'5HEET -'IS&l:21S,20t~• .Hoot 1109 :so--.1.1-81 ""'7 ·, -no'.OP! C w !// w a: w ... < C \j i"< ► ,. C w " " w :c " rrier n • SO ~ ' (j) Hex-Foam Carfridge @ Diophro9~ C. ah. I# Roadway or /!Jorricr PLAN @ Thris b-o,n Pone/8 @ Uo~e Wrap .Scot• t -'/~~• 1:0,. @ .Stabilizing Choin,3 @ W,'ng 'Tirminol Pone/ ® Rt!Sfraining Cl>ain Railing @Resfrafoing Coble{~ @Front ·cable Ancno (jg Rear Cab/~ Am:hor --- ,. ® ~straining Cable.:.: I A 2!6!r... I ~ . Fron/-f°ot', . L B C X , -fii) -t -J> '-' <J?u1el~ t-'-o, backup CONCRETE PAD DETAILS Noles: • I. ForoliocC'~330ri~s to G.R.E.A.T Sy3/em. concntc onchorboll-4 tl'fc.,.see MFrs detoi/4. 2. Tron:sition oPf Barrier lo m~~t & ol'G.12.C.A.T. Sy.:,fcrn. 3. Concr~le /'oofir,9 ·fo C'oncrelc l!,orrier TvP4 SO vories.{.Se~ "/Zoodwoy Plan,) 4. Sec "Roodwolj Plon.s··ror detoi/5, 5. Place rebar To avoid lnferFerence when drilling anchor bolf holes. Model A/o. 200200SFlC 2 I/ ·- s "4'x £.¼"H.S. *nchor boln, e1tpon~ion tvpe. II /() Trof'fit: Flow TroFl'IC Flow I r ~ Crash cush;on * 5 rot. 4 eguotly ~poced I SECTION D-D Scole : .:l/4".t:o- See Note I For Verification Alo.or L Baus 10 34.1 A B C D E B'-10'' 18' 3' 4' 2 '-311 FOR R:CDUCEO PLANS ORIGINAL SCALE IS JN INCHES 0 X ~o. or. nchor Bolts 29~7:t,,,<'I 40 I ' .....J r.-=====..;;·=, REDUCED PLAN USE SCALE BELOW 0 L I 2 I I 3 INCHES ON ORIGINAL PLAN J DIST COUNTY ROUTE 12 Oro REGISTERED CIVIL ENGINEER _) PLANS APPROVAL ()ATE POST MILES TOTAL PROJECT 21.3/22.! VAN DELL AND ASSOCIATES 17801 CARTYRIGHT ROAD IRVINE, CALIFORNIA 92714 .Slope varies ~H~++-K4 L /ii> 18 .. 4n ,12 tof. 4 See Secfion B-8 lllt:f conf. "It /8!.{;'" f~f. '-top will, ..:..Cs--tt--"'4U <> IZ (end .3ect-1Dn .S•e A.Joie -' --~ ~ _ ~ .....c.f!'n ;., h 9rot:lt1 .::::::i_ L_ ___ j ""4 LI I Typ. harrier reit1F. V~rlicol • vertical Cone. Pod reinl. SECTION A-A "4· cont. tot. 2 SECTION B-B .scale: 41.,;, /1 o• SECTION C-C .Scole:• !1/4-•✓:o- RAIL LENGTH AsSEMBl-Y Alo. 11/o.OFIJAYS TOTAL A B C RAil LENt;TH .'JS-18-04-6 6 /7!/0" n-22-034 lt< Z7·Z2-031 lllt a0 to· 9co• . ,. " 04-7 7 20·-10· .. " Z7-l2-03i!>Ull n-22·035LIR !,!O" 3"-0'" 04-8 8 z3'10· ,. " ,, ,. 27-ZZ-036 .. • " 6•o· " " 04·9 9 26'to· " " " • 21-22-037 .. H 9:.0• . 27-ZZ-034 . 27-22-03~ ,. " • 04·10 10 29!10· " 27-22-03d . 3'0" /8:(J"{ToTALJ PAD LENGTH WIDTH No.Df L X 1· AAll!HOR Sans BOLT l':JIIAI "' 22!.o~ /7~7, 28 7 25'0. 20'-11 32 8 2B~d 23!.1>.a 34 UNIT D E MODELN( 200200 4!0· ,,,3· 206206 4'0" ,,,9• 300300 4' o· 3,3• 9 31! o" 21i,C7}. 31D /0 .34!0 29~7?,. 40 C-2 CONSTRUCTION DETAILS I □ > w a, ~ ' □ w w ~ ; ~ w ; r w ~ I ~ □ w r ~ □ ~ "' ll! ~ ... ' □> > wa> a, ro □ ~w w Jz :, " ~ gii.i 0 w ~w z o □ 0 z .. ;:: C ... a: .. ... "' z C a: ... ... .. ... z w :E ... a: C ... w .. C z a: .. ... j :::; C .., ... .. w ... C ... "' dP #£Zl',4,Y Cl/RB CMC /.1;£",C,J,,:,t,V GB. B4RR/ER 7YP£ 5i'l Ca1-C PAP fU£6IITC-?) ('1RIES J<tflEfl ~Elli" I CRAG,/./ CU-6/.1/0tV 2l ~ lv~Jf5 .,,.IEs I GB ez ffU£JRl.4Y 67R:/C7Zl&L. «-<T'7AI f5£CT/t?N ,4-,4 CPAG>I CUG.t.l/0-¥/4'::FGJIT.C-Z) C.?Ae": PAP I~ ,GN7."" C-2) c~ N£"P/.4N 84RR/£R TYPE5ll #£0/.4# CURB ,f/J4Pllf?Y a.wcTU-81L Af"C77t7/V 1?114PH'.4Y '------R!J.4PIY.4Y 67.,U'7l/E1L G£Cl70AI B-B ~b'C7ZIR.4L 6if"""C.17.?'/V N TG -Z-.i70/V CRAGII Ct/GI/ION 0£7ll/L1£ #T'S.® FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES NOTE• <>ST COUNTY ROUTE roPflfT ~ECT 12 Ora 21.3/22.1 REGISTERED CIVIL ENGINEER 5 6-5-89 PLANS APPROVAL DATE VAN DELL AND ASSOCIATES 17801 CARTURJGHT ROAD IRVINE, CALIFORNIA 92714 REDUCED PLAN USE SCALE BELOW I o~-1--1 ....,......:;..~ =-::1J I t:: 3 1MCHES ON ORIGINAL PL.AN'. _ FOR CONSTRUCTION NOTES SEE SHEET C-4. SHEET TOTAL. NO. SHEETS 13 104 C-3 CONSTRUCTION DETAILS f- i I ;,.__ - I - Iii C !:! hl ,: u - ABBREVIATIONS= SUPPLEMEfl.'TAL LIST CNB CITY OF NEWPORT BEACH FS FINISHED SURFACE GB GRADE BREAK PVI POINT OF VERTICAL INTERSECTION TB TOP OF BERM TD TOP OF DIKE TOE TOE OF SLOPE TOP TOP OF SLOPE TW TOP OF WALL TSW TOP OF SOUND WALL TF TOP OF FOOTING PCH PACIFIC COAST HIGHWAY \ROUTE ll CCM COORDINATE CONTROL MAP DISPOSITION NOTES [fil-REMOVE @---TOBE REMOVED BY OTHERS 1£)-PROTECT I N PL ACE illl--RELOCATE @---TOBE RELOCATED BY OTHERS 1 I STREET CONSTRUCTION NOTES• @-CONSTRUCT STRUCTURAL SECTION PER OETAIL@SHEET c-, STORM DRAIN @-ccmsrRUCr STRUCTURAL SECTION PER DETAILl,SHEETC-1 @--cousrRucT 1s· RCP cSTRENGTH CLASS (@)--coNSTRUCT STRUCTURAL SECTION PER DETAll _ SHEET C-1 @--coNSTRUCT 18'" RCP (STRENGTH CLASS @)-cmssTRUCT STRUCTURAL SECTIOM PER DETAIL ~ ,SHEET C-1 @--coNSTRUCT 42'" RCP (STRENGTH CLASS @-coNSTRUCT STRUCTURAL SECTION PER DETAIL~ ,SHEET c-I @-coNSTRUCT 45• RCP (STRENGTH CLASS O-coNSTRUCT A-C-DIKE TYPE ·r-@--coNSTRUCT DRAINAGE INLET TYPE GT3 @--c□NSTRUCT CURB INLET TYPE OL I AS SHOWN ON PROFILE) AS SHOWN ON PROF l LE> AS SHOWN ON PROFILE) AS SHOWN ON PROFILE) €)---coNSTRUCT CONCRETE CURB & GUTTER TYPE ·A2-a· ©--cONSTRUCT CONCRETE CURB TYPE ·B-1· @---coNSTRucT @)--CONSTRUCT @---coNSTRUCT PIPE HEADWALL PER STD. PLAN D89 &-CONSTRUCT DRl'IEWAY APPROACH PER STD'. PLAN 118-A. ©--CONSTRUCT A.C. OYERSIOE DRAIN PER STD. PLAN D87-B. €}--CONSTRUCT l'ET AL BEAft GUARD RAIL WITH TYPE I FLARE (!r NOT USED. €)--CONSTRUCT 6" HIGH & 16' WIDE GATE (§)-CONSTRUCT 6" HIGH CHAIN llNK FENCE ho\ CONSTRUCT ~N8-A. ®-CONSTRUCT A.C. DIKE TYPE-~• CONCRETE CURB i GUTTER TYPE •A2-5• OUTLET STRUCTURE PER OETAIL@,SHEET D-3 CONCRETE COLLAR PER DETAIL@, SHEET 0-3 @---c□NSTRUCT CURB INLET PER OETAIL@,SHEET O-3 @--coNSTRUCT 12· RCP (STRENGTH CLASS AS SHOWN ON PROFILE> @--coNSTRUCT 1NLETTYPE l(MODIFIEOJPER STD. PLAN NO. 075 ANO DETAIL 1-SHEET 0-3. ®--coNSTRUCT PROTECTIO -ARRIER PER OETAIL@,sHEET 0-4, @-coNSTRUCT EARTH V-OITCH PE~ DETAIL® 1 AND® SHEET 0-1. ®--PLACE ~ICI< FACING STONE RIP-RAP, METHOD 1B' PLACEMENT, PER DETAIL~ 1 AND SHEET 0-1. @--coNSTRU~ CONCRETE V-DTTCH PER DETAIL®, ANO @ SHEET 0--1. ®--i~~~fRg~r. CONCRETE BUS PAO PER DETAIL@ ANO®• . ~ADJUST MANHOLE TO GRADE. • @--coNSHiUCJ 4• P.c.c. SIDEWALK PER DEH.IL@, 51-EET c-I @)--cONSTRUCT SURVEY MONUMENT TYPE ""o" @-CONSTRUCT A.C. OVERLAY PER DETAIL@, SHEET C· I ANO COLD PLANE AS NECESSARY. @r--coNSTRUCT CONCRETE v-DITCH PER DETA1Lt!;\, SHEET G-3 ~ @--coNSTRUCT 5• p.c.c. ON 5• COt1PACTEO SANO. @--coNSTRUCT CONCRETE B~RIER TYPE so @-coNSTRUCT CRASH CUSHION AND CONCRETE BARRIER TRANSITION SECTION PER DETAILS ON SHEET C-2 AND C-3 ®-CONSTRUCT CONCRETE CURB ANO GUTTER TYPE •A2-6• @--CONSTRUCT CONCRETE CURB TYPE • Ar-6• @-coNSTRUCT CROSS GUTTER PER DETAIL@,SHEET L-5 @--coNSTRUCT COPl'IERCIAL DRIVEWAT APPROACH @---i~isJ&i,CPtAYN\R ls~ifE!~J.N{=tisoliA~l. ~~'s~lh c-1 . @-ADJUST WATER_ YA.LYE TO GRADE. t::::;1 @--CONSTRUCT A~CESS ROAD PER OETAIL@,SHEET G-4 @)--CONSTRUCT DRIVEWAY PER PROFILE, SHE.ET L-4, AND DETAIL@, SHEET G-4. @---coNSTRUCT 2" A.C. OVERLAY ON COMPACTED NATIVE SOIL. ~a5NSTRUCT A.C. DIKE TYPE •e11 @--coNSTR,Yf[ RETAINING WALL PER PROFILE AND OETAI L~, SHEET R-9. @--coNSTRUCT 411 P.C.C. ON 6" CLASS 2 A.B. @-REMOVE EXISTING WATER METER ANO RELOCATE PER PLANS. RETAINING WALL @--CONSTRUCT CQ\!CRETE RETAINING/SOUND WALL WITH JERSEY BARRIER PER DETAILS AND SECTIONS, SHEET R-5 AND R-6 @--CONSTRUCT CONCRETE RETAINING/SOUND WALL ~ llfIAILS AND SECTIONS, SHEET R-5 @-CONSTRUCT MASOORY RETAINING/SOUND WALL PER DETAILS AND SECTIONS, SHEET R-5 AND R-6 @-CONSTRUCT RETAINING WALL TYPE ®PER CAL TRANS STD. 83-II ANO DETAIL , SHEET R-4 - @--CONSTRUCT CONCRETE RETAINING WALL PER DETAILS AND SECTIONS, SHEET R-5 AND R-6 @-CONSTRUCT CONCRETE RETAINING/SOUND WALL WITH CITY OF NEWPORT BEACH SIGN CAST IN PLACE PER DETAILS AND SECTIONS, SHEET R-5, R-6 AND R-7 @--CONSTRUCT" WALL DRAIN PER DETAIL~ 1 SHEET R-6 rcJ @--INSTALL 2-2•0 SCtED. 40 PVC SLEEVES 6 • BELON GRADE STREET LIGHT I O,ST COU,.,TY I AOUTE 12 Ora I I I 21.3/22.1 I4 I I04 "'onss,o~, ~~~ '~ G-S-Bg fl Q.R. RAINEY\~ =PLAN~"'s""'A"PPRO=~v~,,~o-.~,~,-----~I"" 1o1o. 2636/ ,-1-'.:.::"'-':::::.:.:::::::.::.=::a------\\'· &p..3l..31LSQ_ .. i.... VAN DELL AND ASSOC I A TES .,,4-1: CML ,:,M,,._ 17801 CART\JR I GHT ROAD f' ;;;--;_-\.1~ll"'.:. REGISTERED CIVIL ENGINEER 'S IRVINE. CALIFORNIA 92714 LEGEND= RETAINING WALL CRASH CUSH I ON ICCC(((((C((C$((((((((((cc/ P.c.c. 17: ,., ... ':· \J R/S --------•-- Cl ----------- REDUCED PLAN ' USE SCALE BELOW \ 0 I 2~:, l I --\ \ t:: _:.:::_ ON ORIGINAL P ®--INSTALL TTPE 11 STREET LIGHT 050 WATT> ~~~E~oE:a1(~~9LJ-M~~~~r::~~~lfi:oA~ O ON BRACKET ARM J SEE SHEET E-3. @--INSTALL 1-114• PVC CONDUIT ( SCHEOULE.401 @---INSTALL 3 -#6 AWG LIGHTING CONDUCTORS. @--REMOVE EXISTING STREETLIGHT AND PLLL BOX.RELOCATE STREETLIGHT TO NEW LOCATION AS SHOWN all PLANS AND DETAIL B ON SHEET E-3.CONSTRUCT NEW NQ 3-1/2 PULL BOX ADJACENT TOSTREETLIGHT/U NEW LOCATION FER DETAILD ON SHEET E-3. @--tNSTALL SERIES CIRCUIT WITH 2-N0.8 !5000V CONDUCTORS AND 1-N0.8 BARE GROUND. - > CD 0 w ~ w cc ~ 0 ~ '> iil CD 5@ ::,Z "!:! ~"' <w 00 ffi z I ij 0 :: z ·c .. ... .. i5 :IE ... .. :: l!I ;] .. .. 0 w ~ w cc w !;; 0 '-:i ;::i ~ >,, a> 0 w "' "' w :,: " ... l ::::. C ... ... .. I!! C ... .. • &4CA' tJC/MLL -............ lllGT. Ct?JIIC ~ B4RRl£"R I £X/5l7A/6 ?CC RA 0.05' R.4M? =/,;22,LJS.t:aS ?« '7?..77' RT .. ___ - I /"=ZO' 67:ffZT R/h' ,f',1,//,IZ' 6&0£ /'Z.Olff:/,{/£ ~ -U.Gz-,,,£1 7ZJ5,W. ,$Z?-&2? ,:?,/LY G' 12.S' tl~ MRI.El! /tJ' t!W~ t"1Ao/£S' MT.G. ® i' ~ ' '2, _'--.... '' ' --, ', -9 ' ---:,, -,:_~ -~ --~ ~\ . . ·. ·-_,,_ \ / .• -.,.., .,\,_ / / PfO~F #&7.Z ;•, 2t:?' f15eT /'• -,, FOA REDUCED PLANS 0 ORIGINAL SCALIE IS IN INCH.ES t:: REDUCED PLAN USE SCALE BELOW I 2 ' J J INCHES ON ORIGINAL PL.AN" , pll,!\KIII G ::J SCALE ' .:C------~--' ----- .." ~' -/"'=t ---=-=.Al ',ze"L_v-., I EXIST. RET. WALL c!S (f.5 TO B.E' REMOVED FG. STA. 623+44+ TO STA. 623+69±_ !Y.T."G.® • • FEET " ., DIST. COi>,TY ROUTE TJ'f..T"~ 12 Ora. 21.3122.1 REGISTERED CIVIL ENGINEER s 6-5-89 PLANS APPROVAL DATE VAN DELL AND ASSOCIATES 17801 CARTURIGHT ROAD IRVINE. CALIFORNIA 92714 FOR CONSTRUCTION NOTES SEE SHEET C-4. R/h' • lf_ I J.n,rN I I -_,.,.,...,--II---, ,iif-EXISTING L_..J RETAINING #T.G. © BEACH PARKING Ar n ,,11---,,,,,,, WALL G-1 CONTOUR GRAOING PLAN PCN PMADllll l'lM IIUT I -56St2e,2OllPt• 4400. II~ ft-J,,1-ll ,~._17 / <441 .... t / • I 0 !/j > w ac w ~ > "' 0 w " &l :c " 1 4J " ~ ~ \ _, 0 FEET ,o , SAtmtV'?. R/K 3, VARIES ";- . 0 • .. ~~,-~. ~~~~·~'-~~~d~ \:l '-; r 628<00 ~ .. ~ =~ • - --=-~ ~ R/N VARIES 8 ' ' 3' VARIES I SHOULDE~ 1 • 11 {; x J ED PLANS FOR REOUC IS IN INCHES _: ORIGINAL SCALE e< 0, ~ REDUCED PLAN · USE SCALE BE~LW 2 3 l ' '""L ON ... ~" PUN ::./ '/. ~ ¼ '~ , _ _._;_:: _ __, ----· ·~,. ---------~- ., 0, 3* "' .. ~o "' ~~ '""' + ~ .. M.-< ~~ ,,,~ DIST COl.t,ITY ROUTE l2 Ora 21.3/22.1 -%,;;; ·s \') CIVIL ENGINEER REGISTERED 6----5-sg DATE PLANS APPROVAL ASSOC I A TES DELL ANO ROAD ~;~01 CA~:~~~~~~IA 92714 IRVINE. NOTE 1 NOTES SEE ONSTRUCTION FOR C SHEET C----4. ' J J TO UR GRADING CON G-2 PLAN >-a, 0 w ~ w " w ~ " 0 ~ ,.. N '>-@a, ~o ~w ::,Z o\2 ~"' «w 00 ffi w z a z w ,_ [rl i 0 w ~ w " w ~ 0 S-i ,,; >-a, 0 w "' 0 w :,: 0 SCALE 0 4' FORr.l oc-oe-;::i-PF (REV. 1/86} .. ,..., FEET 50 6' \ 6' 4' ¼I i., 1 tf \ .,,,.. -\ E,Y/&T t2J.At::~t? 0 .\ ;,f£A,?"" '. ' • : : ·~ '' -' ' ' ' ' ~ I < • ·.; ' ---·~· FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 642-tOO 643~27. 06 f\ I \ 844+o0 PCH S.A. RIVER %+·. 1.08' 6-5-89 Pl.ANS APPROVAL DATE VAN DELL AND ASSOCIATES 17801 CARTYRIGHT ROAD IRVINE. CALIFORNIA 92714 NOTE• FOR CONSTRUCTION NOTES SEE SHEET C-4. REDUCED PLAN USE SCALE BEL~W O 1 2 3 t=: 3 lMCH~ 0~ OR~G:L PLAN' :::l I 12, I SLOPE PAVINGSEE SANTA ANA RIVER BRIDGE PLANS 0, 64' ':.»"' I io-~~ .,...-;:IP'I>~:;:,...._ ..._ __ FYl6TING,;,;r &'A't!" r.eflt. ~/N/NG WALL ~.sNE.:TR-4 G-3 CONTOUR GRADING PLAN 0 w "' ~ cc ~ in 0 w 6 w ,: <.) ~c-oE-1"2-PF (RIEV. 1111) I toe.II~ LT. 6' VARIES VARIES VARIES VARIES 12' A::H fiN/;HEP SV.R~E H?".---t:==q,t_,+- FOR REDUCED PLANS O ORIGINAL SCALE IS IN INCHES • \ SLtJA l'AW#i T.a $EE &UITA AIVA /1/J/Ell ,9,f/P(JE ,Pt/INS J A ,. REGISTERED CIVIL ENGINEER $ 6-5-89 PLANS APPROVAL DATE VAN DELL AND ASSOCIATES 17801 CARTYRIGHT ROAD . IRVINE. CALIFORNIA 927-14 CITY OF NEWPORT BEACH, APP~D_ F-OR_CJT':( &.½_ILITIES• ~l ~~ 3122111 CITY ENGINEER DATE NOTE• FOR CONSTRUCTION NOTES SEE SHEET C-4. REDUCED PLAN USE SCALE BEL~W 0 I 2 3 I f DELTA 66°51-'64" 52.048'/3" CURVE DATA RADIUS 15.00" 10.00' LENGTH· 17.51 9.21 Si -f-62 't!H 1/. ,,. L.T. TANGENT 9.?I 496 G-4 CONTOUR GRADING PLAN 0 DELTA 0 81"04'33" © 22"37' 13" © 26"59'24" © 27"50'00" © 250"53'49" © 90°24' 32" @) 96°08' 21" @ 89°51' 07" 0 90°00' 00" 0 >-w a, ~ 0 w w lC ~ w w !;; lC 0 " ,_ ., ., o>->-:uCO a, ,_ 0 0 .)W w :)Z "' ()~ () "" w <w :c JO () :z: "' ;: "' -"' -~ ,. " :z: "' "' ·~ "' ,_ " 1-~ t f---l1F-' ., " ,. w = < ii: e: "' ,,. j :; C ... "" .,, !!! "' • IL' 1----1() - Station • 1RM DC-OE-00-Pf (Rll;:V. 1188) ._.. CURVE RADIUS 50-00 1 00.00 1 00-00 1 00.00 80-00 35.00 35.00 24.00 24.00 DATA LENGTH 70-75 39-48 47. 1 l 48-58 350.32 55.23 58.73 37.64 37.70 ::~' --------. ,_e,a I ~EME..-'V7" "' I _:---:;;;:; ·:1 \:-J-~j.,-13_156.7,R,4., ~c EC. ;;L~'-==3 ~~~--- [ G, PLAN 1 •= 40' • FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES DIST. COUNTY ROUTE POST MIL.ES TOT AL PROJECT 12 Ora 2l.3 /22.I •. -~> \ ::i REGISTERED CIVIL ENGINEER ' 6-5-89 PLANS APPROVAL DATE VAN DELL & ASSOCIATES 17801 CARTWRIGHT ROAD IRVINE, CALIFORNIA 92714 CONSTRUCTION NOTES: SHEET NO. 19 @----CONSTRUCT STRUCTURAL SECTION PER DETAIL @, SHEET C-1 @--CONSTRUCT 6' HIGH CHAIN LINK FENCE PER CAL TRANS sro. ' • PLAN Fl □ @--CONSTRUCT 6" p.c.c. ON 6" COMPACTED SAND REDUCED PLAN USE SCALE BELO~ l DISPOSITION NOTES: @-REMOVE @-TO BE REMOVED BY OTHERS @)-PROTECT IN PLACE [Q}-RELOCATE m-TO BE RELOCATED BY OTHERS I 2 3 1 I '(:,' -~~;'\ ••.. --- - -·---•----~:--_--j~~ -~~~ -20-,---=-il;r -_-- R I dJ'J5%-. • -- • , J 20 _--iox' ~:'.11 .-_-. • -~ --=~=: ~' i ~ t TOTAL SHEETS 104 "" / 7 Rh'/Gh'£0 ~;i, : -Gb'P/,Z/CE • '< ·'\5 -·•· · ---• • -,: ·----- ---..J---1 IS _&CE#7F.ff,Wff :~~~ --. --i ,--_-_ ... /L-----·-_, 1· ---J2 --EY!GTIJVG~:-_·-· =-==---=-G.fl:?UA/.0 '.'------·--·--~.:5/7i~ - -_':-,:._-- ··· _a:._:-_ _ ~ -c TRAI L!'D';~~-. • G-5 2 3 CONTOUR GRADING PLAN \ ~----------~-------------,--------------,------------------,-----------1 I -:-,. - - ,_ ,_ , ii I I ~ StatJan "'· I a,;,N.,<.a/.£ R-".A::.t'.s-'-~ \632+27. 54 PCH -, (BY .:7;?;,'~ t GRATAfNLET TYPE '-'" \\ I I GT3<A>6>,;7,e.M 'If I 63Qt00_ { (iC:C.N. /,'/.// I ------l I 15- 0- CONSTRUCT 22.26 L.F. J.8" RCP (2000-D) , I 75 I I 1325' 638+oO ·0- -5- I 6""'"m "4" WC. - e:c. PROFILE HORI Z 1 ·-so· VERT 1 "• 5' "'8',fr:P- \ :«&O/\. ,fRIPR.4F' ~ J~'" c!C.H /,,@'5? tr' ~L__ .,,,--"'-""" &"'G'/11/ Ct½C JLCJl?C}/ 5.WROH'.UAl'E SCALE 0 \ FEET so ll ~~ ,~~ '--~ ~I f--~~"' ~CONST. 46.5 L.F. 1811 RCP I (2000-D) CONC. BACKFILL I +00 DlST.I COU'4TY I ROUTE I r&P.ar ~ECT 151:'~1..rn.~ 12 I Ora I I I 21.3/22.1 I 20 I 04. ITEM '.u__Q3,~~ REGISTERED CIVIL ENGINEER s l REDUCED PLAN 11 I 2 3 USE SCALE BEL~W I I 7 :5 1NCHES ON ORIGINAL PLAtt ---I REFERENCE DRAWINGS SHEET DETAILS ----------C-1 GRADING G-2,G-3 SIGNS & STRIPING S-l,S-2,PD-l,P0-2 CONSTRUCTION NOTES C-4 f,4Rl£G ,~• l ,,rl ..... t Y-0/TC/.I TR.4.NG/770.N Al.'T.G. - ,__ ,__ ,__ ~ ~ ~ I I ,__ I I ,__ ,__ ~ ,a. E"xc. ·~· l!,c.L---------------------------------------------------------------------------------1: D-I I FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ' , 3 I DRAINAGE PLAN AND PROFILE "CH SIORM ORM~ PLM Sl!Ee:T 1 -145C211,20!lPf• H?OS 120J 14-Jo•-BI 15<(11 / 44\!-08-1 i,,----,---r----------------------'-----------------------....1.--------------------'-----..J...-----------------------J...,----------~~~, : ! DIST. COUNTY ROUTE TOTAL 'i:---1-----1 12 Ora 21.3/22 .. CURVE DATA DELTA RADIUS LENGTH TANGENT " f--1---1 29°59'51" 100.00 52-:56 26.79 ® 20° 14' 21" 45.00 15.90 8.03 24°071 02~ 45-00 18.94 9.61 © 14°201 13• 45.00 11.26 5.66 18° 121 54• 45-00 14.31 7.21 '1------1-----1 ii ~77/4.#?F t!!MHT.4 ANA R///ER Ch"ANNEl € !2?Y 0?;¥ERS) = '1,__,___, ic wi 'c I w o: ,1 "' 'I ~ C~ ' 0: •w ,. I- ~ •c ' "' " I lo! il; "' I'>->-@a, a, 'i-c C ,s~ w "' ·612 C) JC,, w ~w :c QC " i I I ' a: lw >w i~ ~ . " lffi ~ I >- ' " " "' ~?Z1/./4!"" S4NT.4 AN.4 R/J-'ER CHANNEL W.4Ll /BY OTHERJS) -CEA/ST/IV$ R/.fll' iii ~ ~ 6'40 "'7&°4'9 PCh' ENPBR/P6c" ~ ~1, .~ ~ ""~ ' ,:; ill,._ ·" ~ ~"' ~ ~ ~ ~ ..,,; ~' <I .. ~~~ ' ~ "'~ll ~ !_ ----------- 13 <le ' a: ~-I"' -· _ .. ·SV.A'(J,N'JM,fz_=~.:-F'==-c::__Jt!== '.CIIANN.4'lt"" i!'i'AliVIJ'.d~~/YF#All ---------- ! I---+-'-·:::':=----,-_-_:::--:"--:0 -c ----1111--'-~ --. ·------· .. ----__ ,,,,_ - t ~ ~ " 111 ~ " <>., ',j ~~ ~ ~!,""' "-.: " ~ ~"'" " ~"~ "' ~ ~~"' ~ ~ ~::i"~ ' ~ II~~ "" PROFILE HORIZ l "2 50' VERT1"2 5' "' "' ~'IS "~ ~ l.i ~~ ~~ "· ' " ~~ "~ ~ ~ ~ ~ " ~ " -----. -· -·-· --------' . - -----------. ---------- ---·---➔ " ~ • ~ " 111 " A ~ i< "~~ ~ ~ 'ii~~·" ~ ~~ ~ " " "' le "' ~ ~ ~ ~ " SCALE 0 l --·-----·· -;?,;r(7~:-· ·s. /YA. --=-· em~___BNA9UEP-··-.. -__ ·---·---- -: --~tz'.FEitJCE::.'.'ABO V£670RMZ1f?AIN _ : :-____ :-::-__ --------. -----------------=0=,,,ssc::-c:-·: .-.·• --·--------- . ---· --•-' __ ,,, ____ - -------·-----·--· --· ·-------' .. ---------· --··--------r-· ::_---_-:___ .... • ~ ----=~--=--_:: ___ ····.-:-------- -------➔ -------- " --. ·------, - \ FEET 50 ----------··--- . ----•------- ITEM TYPICAL GRADING SIGNS & REGISTERED CIVIL ENGINEER -s PLANS APPROVAL DATE VAN DELL AND·'ASSOCIATES 17801 CART\JRIGHT ROAD IRVINE. CALIFORNIA 92714 CITY OF NEWPORT BEACH, APPROVED FOR CITY FACILITIES: CITY ENGINEER REDUCED PLAN USE SCALE BELOW l 2 3 I I ::.J 3 INCHES ON ORIGINAL PLAN" REFERENCE DRAWINGS .2!:!ill. SECTIONS x-1 G-4 STRIPIN S-2,PD-2 RETAINING/SOUND WALL R-1, R-2 CONSTRUCTION NOTES C-4 DATE lz 1 .. L---c:..:=-.. ,,_.______ ,_ --· --··-------·, ., ' ----·•--------------. -----•-,._.,,_ • -----------· .,_., _______ _ ---·----------____ ,__:__:;_:_,:i___ __________________ +----l '!~ '"' !; 'Z le ' = I,-:~ .... -!~ ,..! i! = ,,cc , .. ... = :$ z = .. u.. j :::; C "' ,,_ " "' ,.. "' -., di ··-·-·----________ ,,, ___ -- ---------···•-------.... -, ' ---------...... ,... 2'1Pi'SFP77NZ.3'~...:. ___ --&/617.N~--;-----__ _____:=-~---· WFACc.·t:Jrc,e-.sn;,,e,,,,._-~ ...::..::::_ --G~_tt----· 1/N -·-,-:9-Z:-;·&;-,a-,.-~;;;~---_ ··-~·-1:bai"'~ .. ~-::f=j~2~?"'~~~':'-'-'-'---------· -----· --· -- ----~ ?~•\_: ,...,-:;;:IL -;f~~~~?= -= --!O~=--".==_== .... ==_§_,g;~~==::~C::::::i,±=i:~nccccc ~El'E,/"&,(LAR.c --:-·,=--'-_-'_:"-: __ .-'-_:",='::7\'IS~;;c;-=" 1----f======::~J==;== --E ,-g,u, ---::;_,;;,_£::=-----:_.:::-,-5--:--·•··=--,-1-----t~E~···~--~·· ----~--,=-.: • - --__ ,_ --- -•---,:;,-···'=~ •-l'~J---• ____ .,,, __ ,_ -_:.=-,p) ----------=-- -➔-~~~--(l._ ·-=-~~·-·=·:"__'---~ ··---.. ·--·--' -~iil¥¥lg~"'.e;~,·:~-=--~_::-=-o-:--=---_---~=--~--~-~:~§-::~--------- --~-----,, -"'.!=~ F'=-=----=-=-0 = --·--~-V ~ -~ --1:--~ •l<\ll-'N:;+,=1-=c"Jl'l.-------,_::_;::=-_ -~~ t---=---__ -_---_---------·--- 1-----l-'---=-_=_-:.:_=-===~=~::~=:=~-=~= __ "_-~~i;/~~ ~---_ ;F.---~ ~:=~~-. -~--:~ ~== =---~ -' ~:-::_-=--=~:-:-~~-==-~~:~£~~~~::-_,~~~,,/£~;_-:::=-~~~ -· StallOII -PJ--·---------···-··------_.,, _________ , ______________ . -·------------•·-·- . -=~== :=:-~~8ET£ME®==-~-~~~~~~-~~if~~= ~-;3'Y5~,®~~~i=i_~ '' ----· SYSfEJl,t(£if~~'--~'.=_;=-=----~-, -'=--=~: • + • FOR REDUCED PLANS ORIGINAL SCALE JS IN INCHES + 0 ---·---·------ D-2 DRAINAGE PLAN.AND PROFILE PCH STORH ORAIN PLAN SllEE:T 2 -16.5[28.201Jl'f'• 44008 1204 JO-J.:-07 1J•41 / 440.oe-1 0 w ¥! w a: w < 0· ' ~ l I I p > a, a 0 w i " " ~ w :,: " ' 0 I ~ ~ ' 00 .EIY4LLGl2 4~7YP. DIST COUHY ROUTE 12 Om POST Mll.fS TOT AL PROJECT 21.3/22.1 REGISTERED CIVIL ENGINEER ) 6-5-89 ~~1: 1-6 ~--tl-SEE STIFFENER PLANS APPROVAL DATE r DETAIL HEREON VAN DELL AND ·ASSOCIATES _,.!=~=Jtilt--#4 @ 12'1 IIOTH WAYS -: 'iH @ 311 BOTH ?IDES @ 4'-6" 4'-611 B" rR'4#£ 4/o/P a:ffR 7ll 8£ r'cR A:???/£ L/% C'-4.C,_,#S" 67Z? HA'# 57-//. GEE 'a,,m -GUPPCJR'T aF7?!/L-G" C4LTR.4/V4 4TO. Rf4/V O 72 Cl/RB= R!MSGU7TEP t:..Bl'E".,,,,/t?/V 3/4" HOLE, 3,----,,/, EQUALLY SPACED. CENTER OF HOLE TO BE 111 FROM O.D. OF PLATE. 3611 (TYP} 1-1 4111 BOTTOM VIEW TOP PLATE TEFLON TAPE 2 1/2" X 2 1/2" X 5/8" STEEL BAR (TYP.) SCARF AND 5/811 X 5/8" SPACER 1/2" ALLEN BOLT PLAN SECTION A·A #efe I?' "" I CD (TYP) I B S-811 CURB INLET ki' 4 @ ll~PROTECTIO•""'-cl=-===~ I BARRIER I 4511 RCP- I L_ 11 °" 0 "' ~ ~ + 0 " -114 @ 18" OCEF 5 @ 18" OCEF I ", 'c·~ ' a. I <; "' u ~ " I 15@ 14 @@ 14 6 11 o.c. 1211 o.c. 12" O.C. T.&B. 18" 0.C.E.F. 18" O.C/E.F. FRONT ELEVATION 14 TIES @ 1211 o.c. 211 CLR. ~ 14@ 14@ SECTION "B-'B" OUTLET STRUCTURE U2 ;YP- REDUCED PLAN I USE $CALE BELOW 5 0 I ~ ::-::;-:::I I I C 31NCl-l~oNORIGINA.L.~ =----- 0 r L 15' IIY 5' 41!' 171 /[)' 45' Iii' /[)' I 3-4 + -CIRCULAR TIES CONCRETE COLLAR DETAIL fOA REDUCED PLANS OIIIOINAL SCALE 18 IN INCHES 0 N.T.S. 2 3 HOLD DOWN 90. OMIT WELD 1/411 X 2" 1 ieo 1 CAR TUR I GHT ROAD IRVINE. CALIFORNIA 92714 SEE HOLD-DOWN DETAIL FOR LOCKING DEVICE~ ELEV. A >< l -.., "' i;i "' "' " "' " " " '-' 3/4" HOLE TO MATCH TOP PLATE BOTTOM VIEW CAGE RETAINER RING ' ~ ' ~ 0 ~ r ' ~-00 rl ~ ~I :c ., ,_ -.... ~ -: __ ;__: . ~---.. ===.I -----~· - NG OF LIP, UNLES /. GRADI . ~ SHOWN S OTHERWISE ON PLAN. ~ • 'D,112" L~ 1/2" (La PLACES .... d- °i .__ STD. GAL V. CONN- AND. ECTION B ELEVATION .,r 1 _l/2" .X 1 1/2" X 1/4" : i✓/"71 • ANGLE ,-rv-i74 1/411 STEEL PLATE DETAIL-PLATE STIFFENER RISER FRAME AND GRATE DETAIL N.T.S. D-3 DRAINAGE DETAILS •ctt ORi\lNMlli: DET"-IU -Ofh' -IS5CH,I01 lPf• 44008~ .. ~,.~.~,-~M-.-~.,~ .. ~,.,--,-,-~-.-.,....J_, I I I I ,i---,---.-----------------------.J. _________________________ J... ________________________ ...1. _________________________ 7r.i,::sr;;,1~co;;.,.:::;TY:--r1-;RO;;;;;UT;;E;-r 1-r'it?"rALissrT°'it/\o,<"'lESCE§ECT--TsSHH.zri;e'i. CDJJll,TOOW,Ti'iALits:1 :; :1_-+-a --------~- I ' :1 I-+--< " w I "' ct er: i:u i I " w ~ er: I -,f---1 I fORM DC-OE-80-Pf (FIEV. 1_188) .,_ : /..:... .,--HINGE It \ . ., '. ~ .. ., .. t~ t,.---DETAIL A ! ' ' ' ' i : ' BA~RIER..,/4 ; iBAR , ' BRACE I /'.'. -- { I• • \ ,_ .. -.. i f-l--ANGLES ' ' ' : (BOX ONLY : \ • 1 --:;,SHEAR PIN 4 1)211 MAX . SECTION ALONG 'I. i. HINGE PIPE A1 • .'·'-· ~l 1/2" 7 -· ~~,,;. ~ 1f&~ils :t u•C®l>:--r I E--: •. : • ~1 F 8 RAMEJ: ------~ L:1\ ANGLES A1 DETAIL A I HINGE t HINGE I ~ _ '!-!-in,, . \ 111. ' TOP ROW VARIAB~ :~ 9" MAX. • 1/8 11✓--,--,,,--WELD ALL 1/8 INTERSECTIONS FRAME ANGLE- ~ EACH SIDE VB ~ 1/211 ¢ PLAIN BARS @-6 11 HORIZ. & 9" VERT. SPACING END ROW VARIAB 2 ~t.E_ ,, 611 MAX. ~ -4 1/2" ...-, ~x. ,. " 9" -' 1~ I,, I 'r ~ (TYP.), ~ BRACE ANGLES /i7s/ n 4 1/2" • MAX. 110 I 6" ,-. ' j,<---R.C. PIPE I':.' ' '" -B / I ,-O -1-;J~ PIPE ONLY SHEAR PIN-I---"' _.,__,/ f-... 4 i/2,, -1/8 (TYP.) -+.-=-'L,-: Cf HINGE 1 1/2'~~--~~----< HINGE ANGLEl"-,, , 4 11 1 HINGE PIPE--,' '-~-~-1 -0 : :1 " i:.:: --------:.:.c:: HINGE PIN, 1 _,, ,===;f"C~-:-~1,c;;;;;it~" ;;=::~~"='i'/"f- 1 / 1/8-....,,..-~ ---v-l/ U.~... j 1/8 FRAME ANGLES~ ... 1/8 1/8 R.C. BOX 1/8 4" X --_.,,.,,..,... MAX. RC. PIPE OUTLET ELEVATION SECTION B-8 (SEE ELEVATION) FOR PIPE ONLY PROTECTION BARRIER N.T.S. I FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES SHEAR PIN ' I ' I ' ' I l REDUCED PLAN USE SCALE BELOW l ~ 3 3 INCHES ON ORIGINAL Pl.AH ::t GENERAL NOTES: 12 I Ora I I I 21.3/22.1 23 I 104 REGISTERED CIVIL ENGINEER 'i, 'lionss,o:!,t 1£ <% g D.R. RAINEY i =.,,6"'-.,,5,,-"'s;ie,;,,.=,,,..-----11~1 No. zs3s1 )'!; f-'P-'LA'°N::;S,:.Ac;P.;.P;.;A,;OV.;;A.;;L;.;D;;.A;;.T:;.E _____ -\\'• Ezp. 3/3l/90 ,t-_ VAN DELL AND ASSOCIATES 17601 CART UR I GHT ROAD .r4-.,£ OF~\.\\~~''" IRVINE, CALIFORNIA 92714 1. ANGLES CONNECTED WITH SHEAR PINS SHALL.FIT SNUGLY AND TRULY FACE TO FACE. 2. THE SHEAR PIN HOLES SHALL BE DRILLED SO AS TO PROVIDE A TIGHT FIT WITH THE SHEAR PINS IN PLACE. 3. ALL SHEAR PINS SHALL BE PEENED ON BOTH ENDS AFTER INSTALLATION. 4. ALL 5/8-INCH DIAMETER BOLT HOLES SHALL BE DRILLED ON THE GAGE LINES OF THE ANGLES_. 5. ALL BOLTS SHii.LL BE 5/8-INCH IN DIAMETER EMBEDDED A MINIMUM OF 4 INCHES INTO CONCRETE, OR EQUIVALENT EXPANSION BOLTS, AND SHALL BE FURNISHED WITH HEX NUTS AND METALLIC WASHERS AT LEAST 3/32-INCH THICK. 6. FRAME, BRACE, AND HINGE ANGLES SHALL HAVE THE OUTSTANDING LEGS FACING IN THE DIRECTION OF FLOW, SEE SECTION. 7. THREAD ENDS OF HINGE PIN SO THAT NUTS AND LOCK WASHERS WILL BE FLUSH WITH THE HINGE ANGLE. "DAMAGE THREADS BEYOND THE NUT FACE.. USE BOLT STOCK ?OR P,IN. 8. GALVANIZE ALL FERROUS PARTS AFTER FABRICATION. 9. COVER ALL MOVABLE CONTACT SURFACES WITH A COAT OF WATERPR'.OOF GREASE PRIOR TO INSTALLATION. 10. SHEAR PIN MATERIAL SHALL BE COMMERCIALLY PURE ALUMINUM WIRE, ALLOY-1100, TEMPER O, FEDERAL SPECIFICATION Q Q-A-411. FRAME ANGLES BRACE ANGLES SHEAR PINS INLET HINGE ANGLES HINGE OUTLET HINGE UPPER LOWER ANGLES ~.,TJl~ PIN // 11/11 2 X 2x4 I "1 11 r I D-4 I DRAINAGE DETAILS / '.""r - I- - ~- ·I- - - 0 w V, > w " w >-« C - ,-., C w " 0 0 d :z ::, w ... .,, ,- >-z Ill :::, "' w r.:, "' .. "' z :z :;; <i "' a:: Cl Cl ~ LJ 4/ I '-' 5Z C % ' 0 43 ~ ,f,- ~ 47 ill I" 4,5 i¾ "' 53 E 4? 43 48 .,,,, r 40 45 '18 ~ ¼: f " '-CC ~ N ~hl ~ ~~ IJ ~\i~ ~~ ~ '!(j~ \,i ;::i i~ :,il M~ j~,t"' ~~ ~"' CY LB /70 ?,a?. 3.?'P 145 2,83 1139'3 /..V l_,:.;'5 /7tJ 0./8 tohL ,,s4 197,1 - I LEGEND & ABBREVIATIONS FRA"'1'E5' £C./? 6RA?cS A'llP COYE'R'S'(N) r ~ ~ lo "~ "' ~ ~~ ~M !!) ii1 'c! ~~ s: ' \;; ~ "' , , " ~ ~4'. , , I)! ~ "' ~ IQ ~ £,4 £A [1,C4 L.r Lr Lr Lr /2(;, 4 48 42 48 /4 I 4 f / I /4 /74 4Z /94 (NJ Nol o separate pay item, for !nformalion onl". I DRAl~,.IAGE ~ 'l-~ I ~ '\ w ~ ~ 0 ~ ~ ~i "' a: <::; ~ "' ,::; ~ ~ ~~ 0 ~ 13 ... 'll \:1 C\ w ~ ~ ~ _, @ 0 "~ :i: ~ <, !!J z ~ ~ ~~ < ~ :::! "' ~ ~ ~ ~ >-~ "' ,N ~ :;:<v is ~ v " ~ < FT FT CY E,4 LF DI 47 6:96 ' d,.5 I 22 1. 9 35 2 -f.37 c 4 I (Fl The quontlty shown in this colum for each indlvldtml norlion of work is a !inol nov rruant!t'I. I ' I I DESCRIPTION $-A"C',.. /llLET TYr'E 6T3 ('?) /8" RC'r" /A/LET TYfl= GNP HE4PHHLL DIST I COUNTY • [ ROUTE 12 I Ora -/ I 7 21.3 /22.1 SHEET TOTAL NO. SHEETS 24 104 :.. -g ... ianss,o. REGISTERED CIVIL ENGINEER //,_~~•· 6-5-89 /; RAINEY\ PLANS APPROVAL DATE ~ No 2§361 J.5 •Exp 190,.- VAN DELL AND ASSOCIATES ~.!),~ CIYll _/4~ 17601 CART\JRIGHT ROAD ~~~ IRVINE. CALIFORNIA 92714 00 STATION 632+26."93 i PCH P-/ A 52'LT.& RT.632+27.54PCH 76' LT.632+26.93iPCH 5+90. 00 It_ TRAIL "A" /?-I L$ 12'LT.5+90.00'lTRAIL "A' 7 'RT. 5+41. 00£ TRAIL" A"Tn C '7, RT.~+80.00'f..TRAIL11A'y P-/ 108. 57 'RT .645+67.141£.PCH 108. 57 'RT.645+67.14lt PCH 48. 68' RT.646+97 .43£. PCH 4/ 44 4/ 52' 5,- 45 47 ~&'~C 170/4/ BA'.,,P.,f3/E.,P 10 8. 57 'RT .64 5+67. Hit PCH 53 C,:J,/,(C'RcTECt7LL4R (z) • 39'RT. 651+49.72~ PCH 52'RT. 651+49.721£. PCH /5'RC'r" 651+49.72 ~ PCH o-z ,e -?t? 52' LT. 651+49.72£.. PCH 39' RT. 651+49.72£. PCH • ADJUST MAN HOLE TO GRADE 0-2 -57 D-5 I DRAINAGE QUANTITIES - I l .~·~1, ... I Beqmnma Of' t}.1/~ JIJ/ ~ REDUCED PLAN , [)wt Bndge I (R !? ,<> & -USE SCALE I RECOMMENDED ; -F.__l._,.J .. • ROBERT JOR~N DESIGN ENGINEER CSOOC 33957 ~ 12-31-90 EXP. DATE DIST. I COUNTY I 12 j Oro I 1 I 21.3/22.1 j zs 104 &; r .pl/. rm REGISTERED CJ,£ ENGINEER ' ;~ 1z• e BELOW I /--·--: 1li. ~~ !B,'<." ?"' L \ ~ ~ I ¢ / /---. 'l " -~ '{j ~ 3 INCHES ON ORlGlNAL PLAN --I fx13/. lc'O~~=:t_ Exist 81//board---lc:::_:..__::::.:::; J ·1 , / II-. ---..... ~ jl_..,;;::;,,;,;:;;;:;::,::;.;;;;;.,,....,,,==~ _ ====-c::----4+==== ---·--J lf/:J ~ ---..... /3eqmmnq Of' 7--::-=--===---e__:::._:::._c=-:::.___---:-:: -_ _ _ ~ Proposed Bndge , , ~cxtsl. 1eo"¢11_c,P. 0 >-w "' "' > 0 w w a: '" w > r w " a: 0 w s' 0 ~ ~ • X ~ '>->-al"' "' s' 0 0 ~w w c,Z "' "s:1 " ~'" w <w J: QC, " TAL8ERT f-+---l----1, 1---1/0- z ~ .. ... = &: "' z .. = ... u. = ... 0-a: w CE ... = .. "-w = ,s z = = u. ::, j .. ., u. = w ... .. Station ... "' it '"· Yda. Exe. Emo. FOHM OC-OE-90-PF (REV. 1/86) 00 ..,.., / 1 / ::::-/~ ~! .Jla4•!9.70 ---- /9 7 N J7°c8' ll'f -.----------, 5 / f // 4 3 ;eo"¢ R.C.P_J ~ ' ~ " ~ s C t: " -' ~ ., <:, ~ "-Cl "' ~ C ~ u ,_ "'="" >-, a " u "" c:, .,__ >-, ., °' _._, " " ::i :s.: ~ ., .B i'l ii': .,,, l3 ;i:i it "" .,.,_ ;'< if: 8 7 • /500 0 I 5 I /I II "" ~ ~"' ct~ ~~ "' "' 0 c¾ :,,. ~ f '<' ii; i' »~ , ") 4 PLAN 3 /750D PROFILE I FOR REDUCED PLANS ORIGINAL SCALE IS IN ,NCt1ES ' ' ' ' --e ~ R 7 L 2 . . . . I AL ,,. ,I J THOMA$ M. OAW[S CSOOC DIRECTOR Of EtlGOIEERING 18,424 R-C.E. NO. 6-,o-e9 EXP. OIi.TE ~~~---NOTES.· 0The Dtsfonce IOI. 64' From fJegmmg OF _ __ ~-,f.c:);-:::::::::::f'~--Exist' Bhdge To_ The if Of /_20' ¢ ?Jpe Is On 77x, /6"e5'/a" -_. ::S,.;J,{::::2---..::::: Jame bearing As The [Or Extsftng fJndge 8cO' -. --. -. (II 53°06'48"WJ. l'6J, ~-;v.,.3053• J3/ ~~ 3"'c @The 01sfonce (JZJc'J from EJegmmg Of I 0 ____ - -;· .-- 4,s,t $-f'roposed fJm/g_e lo The <l Of 120'¢ P'P5' Is '",r. C:,o On The 5ome f}eormg As The £ OFPropo,;ed • EJndge. @Remove Trestle Svpporf As Re9v1red For Ptpe And lhmstf1on .Jlr11c/11re lnsfal!afton . @Ex1sfmg 78'¢ R.C.P. To Be Removed Not .Jhown In Plan Wew. @ Construct Sheet ?tie Woll As Re9wred To Protect Temporor!J Bike Path And lo Frotect Pho8e I Construe/ton Ounng Removal Of' 'JranS1t1on Structure No. 2 . .See Sheet Of-2, cu -co - -10 -o REPLACEMENT OF PORTIONS OF STANDBY OCEAN OUTFALL CSDOC JOB NO. J-22 SS-1 12203 IEA OZ l 7 I I f-- f---- f-- f---- f--- f-- f-- l---- -- ' ~ -- IO--Phase I Roodwo0 Detour Over Exist. 78"¢ Pipe Phase JI .5ewer Cons/rue/Jon \ rm15hed 6rode Of New Roadwa!:I Phase I Rbadwau Consfruct,on \_1,00'¢ RC.? Phose I Jewer Co11s!rucf1on -/5 --/0 \ • • 3ECT/ON -PHA.5E l/PHA.5E II /co"¢ 3EWER CON.51/?UCT/ON INTERf11CE .SECTION Ptpe Woll 3/f"¢ Rod e-10 Typ. .Y4"<f Turnbuckle ¥4'¢ Eye fJolt~~ 5-,16'"¢ Bors .I e fJors 8end_!/,:_'_p~----r-As .5hown- Scale: Hor'J,' I". Jo' Verf , I' ' 4' ~--8" Pipe Woll Thickness ,.,..--Jtnp f'J/e /fem!' To Pro;ect /5" Min Info Cop !/4"¢ Eye In Rod. rrame To Deitelope ru!J "' .5/renglh Or Rod I "'-.;q",f Anchor 5oll l4'Lon.f_-M'l!d .5/ee! W!lh Nut¢ Wosher SEC7!0N {!') 12'1,le" hles-lijp. w 6''0" 2 P Typ. e-----ec.__,'---"IF-l cXl.5TING 76 11 PIPE TRE3TLE DETAIL No .5cole !5" .Y4"• fJolt lid SECTION@ 2 2 NOTES: tiintl o /' lb mf/.111 /'or Slrucfure Exe, ( Sfrvc:fore .it?ck/JI/ ' 0.40.D. Mm. Trench 51de 5/ope 'P Trenches Or e :Joli. 8 (}hope Beddmg As 5hown To 5upporf P1pe l. BEDDING "A" SHALL BE COMPOSED Of GRANULAR SOIL, CRUSHED ROCK, OR GRAVEL CONFORMING iO SECTION 21-11 OF THE CSDOC STANDARD SPECIFICATIONS. 2. BEDDING MBM SHALL BE COMPOSED Of SANO OR GRANULAR MATERIAL AS APPROVED BY THE ENGINEER AND SHALL BE COMPACTED TO A RELATIVE DENSITY Of 901. 3. BACKFILL SHALL BE PER SECTION 21-12 Of THE CSOOC STANDARD SPECIFI<iATIONS. 4. TRENCH WIDTH (OD+ 2W) SHALL BE IN ACCORDANCE WITH SECTION 21-10 OF THE CSOOC STANDARD SPECIFICATIONS. 5. MW" SHALL INCLUDE THE THICKNESS Of ANY SHORING. 6. AN IMPROVED BEDDING METHOD SHALL BE SUBMITTED TO THE ENGINEER FOR ANY ~w~ OTHER THAN THAT SPECIFIED IN SECTION 21-10 OF THE CSOOC STANDARD SPECIFICATIONS. 7. THE TRENCH BOTTOM SHALL BE SHAPED AS SHOWN AT THE OPTION Of THE CONTRACTOR. 8. "W" SHALL EQUAL I-FOOT FOR MEASUREMENT FOR PAYMENT PURPOSES. PIPE 8EDDING DETAIL No .5cole !" r!oolal!on ft/eight DIST COUNTY AOUTE le Ora REGISTERED Cl\lllfENGlNEEA Ci-5-82 PLANS APPROVAL DATE MOFFATT 8 NICHOL. ENGINEERS LONG BEACH, CA 90807 PO~l MILES TOT AL PROJECT cl.3/22. I ROSERT JCliOAN DBIGN ENGINl'J::R CSOOC REDUCED PLAN1 USE SCALE BELOW g__ I 2 k 3 !NC I 3 --~~N ORIGINAL PLAN' ==1 JI ~ R.C.E. ~O. 6-30-69 ~ JJ957 ~ e1f~36~~1: f)J/umous Exp. J 'i[Pre-rormed Jom I Mater101 Pipe Jomts 1eo"R.C.P EXPAN.5/0N JOINT DETAIL Bockrrll- see 8pec:'5 fV ,5/ation from Ta O+eO /+43 1+43 4+17 4+11 8+JQ5 l1 "\ 11 I /, .. \ l ! I • J" #4 Rebar I:! ,!'.o" Yones REIN/: OETAIL w H G'-o" /'-G', 6~ 011 /'-oil G'-0 11 o'-611 CONCRETE FLOATATION PREVENTION CAP rNa .JcaleJ SANITARY SEWER (SECTIONS AND DETAILS) REPLACEMENT .OF PORTIONS OF STANDBY OCEAN OUTFALL CSDOC JOB NO. J-22 SS-2 ) □ > w "" m 5 □ w w ~ "' w 5 s' w ~ □ w s' □. " s X ~ '> > film m S@ □ w :, z "' "s:1 " J"' w « w I 00 " z C .: < I-"' C ~ "' z < "' I- ~ C I-z w :a I-"' < ~ w C < z "' C ~ i ::; < '--' ~ C w I-< I-"' iii' .,.---*6 x 3'0" Top • bot. e Openmg-7i;p. Top-#6 e3" xlr-: wt-'Ge :i· x ;,1 PLAN TOP SL A 8 4-#G e12~Y.. ~~--....____ ..... :::7_,_,_·_s'_o_'_' -~-- #6@ 9"x llf\i #Ge:J"x n!, I 2-5xl]~ Woll Re,nf I I I I I I I I I I . 2!0" I r----1 i 3"C!r. 1 I l!JP PVC T-Lock Lmer-lyp. Detail Sim. ~\t--~-r+--f+i'!\ '-' ~' 3" Cir. Typ. I "se;e.'x D lies #5e;2''loo; fut-l!;p. 1e~ 6 11 --ii L SECTION 3 3 c-~6 )( n1t tW. Top it 2-;t,6 x n~ 0w. &t. #5x nk Wall Reinf "5 Added bor-Typ. G"Dumbbe/1 Woterstop At Jomts: -lyp. ~~ ~ cl • --, ::::: <() .12' C/r.· Typ *5e>811X. II i Top 4 fJof-Typ ~ -' :::: ~ ' " -'? "' > ~ i New.12d't, ·--·-' R. c. P. ~~t 2'C!r. 'Tijp. IE' l!Jp. ,Ji3"Cir. f-- ii Typ. ' ~ I \ I ----- JO'' ....,,._ 1- "Se 12'x J!p- 7-"5 E.f ti;uuily~ Spaced-7!Jp. • vr~e !2''-lyp. 2!2~ ~#5x Je12''&P· rt tx1st. 78!!/ R.C.P -PVC l' Lock Lmer Ail Interior Woils 4 Top It Bot 3/aD -Typ. -Jl· ~-;;:; I Note, Al I Construction Joints Sholl Be. Sandbhsted And Cleon Throughly &fore f!ocinq Concrele· li;p. l REDUCED PLAN USE SCALE BELOW I 2 3 I I -1 3 INCHES ON ORIGINAL Pl.AH ..-j '""=====~ ------l-__f'VC T-Lock Lmer-l!Jp. 2-#6 xil TfB G g:_ #6x0 +3"!/! 0) ~ #_6'<r7TfB 1op SlobMain Reinforcmg DST CO~TY ACUTE 12 Oro. I A:'.« ' .fJ /Lt < AEGISTE~ED CIVIL"ENmNEER PLANS APPROVAL DATE MOFFATT SNIC!iOL, ENGINEERS LONG BEACH, CA. 90807 CSOOC DIRECTOR OF ENGINEERING 7 POsr MILES St1EEl lOTAL TOT AL PAOJECT NO SHEETS 21.3/ 22. I Z7 104 18,424 ll.C.E. NO. 6 -,o-s, EXP. 041£ ~ ROBERT ROAN R.C.E.OIO. !2·31-!IO EXP. Dt.TE DESIG'I ENGM:ER csooc Mom Wall Remforcement 8" SECTION INVERT SL A 8 #Gfa'@t/ ( 7-'5 E.F Equally \ ,3"Or.·lyp Spaced - j j \~-- ____, 1---~ I _,._ 4-'5(!:i/"E. F f Each End J' Cir. ' ~se1z" Typ / " / " 'l z.#7x n. 11lTuo. -v ~ "se G', □ ' Ttes-Typ. ; \ ' 4_..,.7-:_3!9" \ E. F. 'Tijp. Se "' / ~ ! / '/,/ ~:--_ __,-/ 3.#5 E.r. ,, I I/ I Spaced I'. I ,,r I ,-. Const Jt. - fqwlly 2'-0" 3lC/r, . Typ i ; I ~ 3/s"'=J!O" /4!..6" .. l d' Cir. -Typ I _/ . I I\ I \ ? I ,,---~ .......___"--\ . / ~vc~-Lock '\'~'.\ -- I !/ Lmer-1 Tt;p i\ I //0 /0" I~ I ' ~ y v #"6eq'\ Top Slab ReJnf'or 5/a,8 Wi !?Jtop If_ ai 1\/; Ancho ,- Mam c1,n9 de€ Wails r8o'fts " " 30 Clear Opening J #8 '0 33'.'¢ _/ ' • • • 8 Dumbbell Wafer Stop !'~x;J_ 4" • Anchor --c"1 '-c-1'-'--+,-fJotts L_i~ PRESSURE MANHOLE 5ECTI0N 2-''7 E.F. -#Tx/010" E.F.-li;p. .,...._ "]x.S'-611 E.f'.-lyp. f'O" ~I r--#7 ~14!e" I CD ® No Scale Bottom Flonqe To Be Flot Wlfh lb Ho/ee. . Full Face RubberGosket 5 (D Sfomlees Steel .5/ud ,A,nd Hex. Nut 0 EF. Sta,nless Sfeel Sfudi Hex. Nui; Wa5her And Rubber Washer I 5'Cir.-7f;p. SANITARY SEWER DETAILS <TRANSISTION STRUCTURE NO.I) \:#5e8''x~ Top £8ot<·yp, I / 'IF5eJ:?."Top i/,DQt_-Typ, 3"C!r-li., YP· ~•5@8"• ~ Top i 8ot-l!Jp. ~s e 12" Top ! oot. -lj;p. I REPLACEMENT OF PORTIONS OF STANDBY OCEAN OUTFALL CSDOC JOB NO. J-22 2!0" 3'--411 I 71..;a~ ' SECTION 3!..4" 21..0" FOR REDUCED PLANS ORIGINAL SCALii IS IN INCHES l8'--6 11 SECTION \ SS-3 cu /2203 EA 02377 I 1r-~--------------------L,----------------------,._ _____________________ ,._ _____________________ ,.,_-,----,---,-,---,"°=s'"1 .,,M,,1LE"s-===10"r"'AL-, DIST COUNTY ROUT TOT AL PROJECT SHEETS L ,, ' ' . -5 ~ ' I 0 w "' 5 w ~ w ~ 0 -• ~ >-m 0 w "' " w ~ " /8" CT7yp, 4-#5 Radial ----- Stirrups -Typ, TYPICAL 3" Cir-7!Jp, _) ~Be51/e'Min,, L-.:::: '.\1-,t "'l f. fropose,d::____---1_-~'a;:_ !20"<t R.C,P, ~l !!l # ,, . L 7!?12 Min, X -----*8e5~ Min, ,r------,_ Detail ~Cir. _J Typ LONGITUDINAL SECTION No Scale ---!G"Max Woll Th1CkN:SS ' /8" "SES'i!'x U #78 !2" Min, SECTION '5 Radio/ Stirrups /20"¢ x 78"1 Reducer New , o"; R.C. P, nil W/Cau!k1n9 Compound 3/8" .Plate "7 Main Reinforch9 \-.----\----;,---;,~--0,--,--,-,,,:,,,,..!,~---!---i--------~, ~,,~-----'r 4t8 Main Reinforcing 3/a" Plate Rmg Cut From Mfr.!, Std [!ell Rrnq r--,=:::::l "7 Radial St,rrups~:\:----' Mam Re1nn-71ng \ i----, "7 Radial stirrups Main Rein forc,n, ~=r=========~====i;::::;z'=:fk "'8 Ma/n li'einforcing ¼l 3/8"x 3"Annu/ar ?1r19, / ;r5 Cont_/ ' • ', .:.,\ :·. p.." ,.., Shope 4 S13e ff (p1got Ci Sha!~ iJe Venfteo fJy ~ o., FabncafJon Of bell R1r,9 ,;) 'ls:: Contractor Pnor To • " 1" #7 Main Reinforcing '--f'VC Flap In f1pe End ~ =D===E==T=A=!==L==,,,,0),----;-rl c-1 NOTES: 3" = J!.O" ~ /. · Weld All Cut Remforcm9 Dors To Anr,;J1ar /<1flg. 2, Gnnd Smootn All !vlt:ral fdgee In f'1pe 5earmg Area. 3. R,r.g Shall Hove Spider bracmg Installed At fomt Of Manufacture. ' • DETAIL 3"=/i--0" FOR AEOUCEO PLANS ORIGINAL SCALE IS IN INCHES OC-OE-90-PF (REV. 1/80) •- 0 /!" Min, Wall Thickness 2 "Cir. Min, -Typ, f Proposed 10'0', , R,C,P. S ECT!ON , J •' 5/;ape ¥ Sge Of Sp19ot Shall !3e Venf~ !3y Contractor Poor To Fabncot,on Of 3e!I Rmg "'7 e 12" Min. "7612" Radial Stirrups 12 Oro & , e¢.L, REGtSTERe3 CIVIL etfGINEEA G-5-8.9 PLANS APPROVAL DATE MOFFATT S NICHOL. ENGINEE!l"S LONG BEACH, CA. 90807 l ,;;I,,,,. ROBERT J&IROAN OSSl<:lfl ~NGi>JEER CSOOC REDUCED PLAN USE SCALE BELOW I 2 3 I I -1 3 INCHES ON ORIGINAL Pl.AN" -/ 111,<>l~ ~ 6 • 10·8~ (XP.DAIE 33957 ~ 12•31-!IO ~ SANITARY SEWER DETAILS (TRANSISTION STRUCTURE NO.2) cu REPLACEMENT OF PORTIONS OF STANDBY OCEAN OUTFALL CSDOC JOB NO. J-22 SS-4 12203 EA 02377! -~ ... j l ------------------------.--------------------,---------------------,-----------------------,-~------------------ ,i 0 > w m ~ i 0 w ~ "' w > ~ ! w ~ 0 !ui ;~ 0 q • ! • ~ • i ci >-> :wm m it-Q 0 !:'jw w ::,Z ~ ()~ () 'J"' w 1-<w :c ;UC () ! • i a: w w z a j z w >-,u ~ !W ',3 ,~ t ~ ,, :1 !;~ i! I-• I c:C '.t t: :1~ :1! i! I= :fu.. ,!c il I-'I"' ;, UJ :1~ -,1~ '< Hb HCI ! ,, '! ., 't :$ i!~ ;lo u. j ::l I < ,., I u. C ! w I ,_ < ,_ "' di' i I ! . X "' "5 e/2" X 1l;t ~ ~ ,,.-"6 , 3'0" Top ,t fJot 2!2• ~5@!2"x ]e 12° Typ. e Opening-liJp. 2-#sx n~------......__ i--" ,, r-. I--~ "\l \.Fse12"x n"!-Typ. Woll Remf I--------~-- I ~ 10" I I 2-""Gxnk ~s@ ;e"x J-;yp,- I II c.W. -Typ. 3-"'ll"Gr.? 12" s ~\ lop • bot. <.SI _'i. E!u'st. 78'i> «.C.P :;__ __ -., t ::': t Nevv 120''4, R.C.P. Wl, I "'6€9.v.,, r;-;-is ... \9 \ "'5 Waif. Re!nf ~ ,-I 2-"Sx f7~ I #6 € .9" xt1 lop 4'G~8"4,1 8ot. ____,/ B!G" PLAN -.::~ \ ., __ 1t5 X 11bi ~ Woll Remf. ' /,,A 11' ---'-s.,~3 For Typ. Remf Pressure Monhole 5ee 5hl30(5 \ @7i;p. 5 3 TOP Sl A f3 #G@.9°x n1z: trGe9"x IJ~ 2-.,,sx. n~ Wall Remf 12" 4-"'GC2/c'~xnt 4-"6f!/2"x n~ 3-'G~/2"-Top ,t t3ot. /0" , •se12·, 7 , 2'-0'' i "fyp. • G" Dumobell ~ Waters/op At ,oc-lyp. Jomrs-ly~ Detail Opp.Hord s-~5 E.f E9ya!lij Spaced wjFSe /2" x EJ Ties onst.Joint- «JP 12.'' 2-#"G'xn~ EW.1op ;f, 2-#Gxnl,, E'll-8ot,·7i;p, #5x n~ Woll Remf 3-•5 t.f·lyp FVC T-Lock Lmer· tP· , DeDil i Sim. 5 5 ~ -1€ I ! h---'-',-------S:-tt -----=:::+-JG'' "B Vi .& ~ -, .. 210" Typ. J"'C/r_ -- +----11 iyp 'I I I ' ' JP'' Qc/2"U.-Jyp- Typ L (~5e;2<-"fijp. (__ I 3!6'1 SECTION ··------------ 12" f:~4" ' 7' /0" J ---- ?YC T-Lock. Lmer All lnlenor Walls 4 Top ,t fJoltom /5/oD-Typ. --- :>~4" 12" r-r--I -.:.~,...::; 3-'5 Equally Spacw -. ' \ c--"5@/i! /:. ~:~ ''?l~ I I r. ! I I -<---- I/ i's I ~-2-"'7~4~ Ef. ~ 1/ -:.._ -f-5€?68X / ' 7ie5 -Typ. \ ' □ / ' ' / ' --------~----- ~ -"-s #1x a:. 0 ' .\ t EF.·Typ. ' ~ I :✓} " / v r---5-"5 E.F. ,I/ / Spaced Cquo/J; i . : ' l. ' I 2· -=fr ' \~"Seo··, 17 lbp i 8or-)!Jp f ""SEl2"Top f8ot.-;J;p. 18(.Gff ScCTION fOR REDUCED PLANS 0 • ORIGINAL SCALE IS IN INCHES DIST COUNTY ROUTE POST MILES SHl:.E.T TOTAL TOT Al PROJECT NO SHEETS 12 Ora /. 21.3/22.I Z:J 104 ED c1v1ifeNG1NEER /8l.G" PLANS APPROVAL DATE 1'---#5@!3" E.F-lj;p. ------+-FVC T-Lock Liner-"fyp, MOFFATT & NICHOi., ENGINEERS LONG BEACH, CA. 90807 ~ !l.C.E_ 110 . "G@!E'." c.F.-7yp, "Ge12"x J E.F.-lj;p- 12." "5@/i:" lop 4 !3ot. INVERT SLA8 1211 Const. JI. 2" Cl~ 6-30 -8!1 EXP.oii'E 3957 :-,=,,,- 12-31-90 ~ FVC Cost In _ Concrete Fill w/caulkmg Compound r,~-----~I-J----i-1--~ 5 Mom Retnf Typ.2>---,CJ!-t-3>------ Shape I/ 3J3e Of.-,~- Sp,got 5//a!I 8e Venfled tJy Contractor Fnor ---'t-t-71-3/8" x .3" Annular Rmg <>;1..-1-.t---a/B" Plate Ring Cut rrw Mfr.s. Std. !Jell Rmg 7o robncatm9 Of o R ~~,14-+'>'-< Typ Bell Rmg •.' ,, · ,·'' -, ,ng tr. ec'=;,=;;;=~-"~~r,-=· F.~~P"';=··"';~~~:=~--"J=~~=./.,al~_~Ll\-.:3'1~i~q;;te Stop .12 ~ ! .J:iOTE s: a", J'o• ~ I: Weld All Cut Remforcmg !3ots To Annular Ring. 2. Grmd Smooth All Metal Edges In Pipe 3eotmg Area. ~1 3-•5 Equally Spaced "s e 12" e.F. i=F'FFR==aa=r=,=,=f7"a='F=t"'=!"=F=;\=. ----.-<:,T 3. Ring Shall f/ove Spider fJracmg Installed At fomt Of Manufacture. STANDARD BELL RING INSERT WITH P.V.C. ?LATE LINER #?xBLo"----i+--.11 E. F.-&P. "TxS'D" E.f.-7!:;p. 2<0" ?yp. r:f'C!r Typ ' \.._270° PVC /'.Loc.<i Lmer- Typ. I J/"-lor, "'5ee"x. 11 lop 1tJot.-7Jjp. _, 5 e Ii:" Top I !3ot • l!Jp. /8!.~J/ SECTION ,, "' 6" REDUCED PLAN t: [ ~ 3 USE SCALE BE~OW, 3 INCHES ON o:G:AL Pl.AN' ::) cu SANITARY SEWER DETAILS ITRANSISTION STRUCTURE NO.3) REPLACEMENT OF PORTIONS OF STANDBY OCEAN OUTFALL CSDOC JOB NO. J-22 SS-5 122 03 EA 02 3 71 I ic 0 w "' frl :i: " • I DC-OE-go-PF (IIEV. 1}861 .,_ f--' U) ~I II "' 0 L __ _ ROUTE 1 -------------------------- 0 0: ID >--~618=.00~. _____ Ql9+Q0~----~6~00 ( I I 628+00 6294QQ________ _ 630+0Q 621-+W· ---- ..-------2,908' of !2" STL. H lo be abandoned ~ ROUTE 1 631 +.00 632+ 00 _ 633+00 f'OR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 634+00 635+00 t:: DIST COUNTY ROUTE 6-5-89 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 21.3 /22.1 VAN DELL AND ASSOCIATES 17801 CART~RIGHT ROAD IRVINE. CALIFORNIA 92714 REDUCED PLAN USE SCALE BE[gjow. I 2 • I I ~ 3 INCHES ON ~G:L Pt.AN" :_:j UTILITY PLAN U-1 J ,. "' 0 "' \1 "' "' "' ~ 0 ',. film ~o ~"' ::,Z ul:1 ~"' <w uo "' "' "' ~ " z "' >-~ !! I ., z < ~ ... C, !;; w "' :;. ::: w C, 0 "' \1 "' "' "' ~ 0 ,. "' 0 "' ,, u "' ;i: u FORl,I DC-OE-80-PF (REV. 1_11111) •- 120" R.C._P. 0.C. SANITATION DISTRIC \ ' / 641+00 2,908' of 12-STL. H To be abandoned 12" STL. SO. CAL. GAS ROUTE 1 ~ 642"'00 G 543!00 64+00 /6" STL. SO. CAL. GAS ROUTE 1 ' -------+----~~"'",==,;x;a;;i;;e~="=a-- G---- 653+?0 '" ,,,· ,; :, ' ~ 646,l,<IX) G I "' (J "'. (J C z o· <( '" "' ...JI--' oe· giJen f- (J t1 zl-' <ten ~,,q,0 , "' :i::,' 0: "' (!) ' o' "' --541voo------<:,7 547.:-00- 6" STt. SO. CAL. GAS_ ------60--------------_s.I)--= ~=======---------------------------------------SEI\SHORE DRIVE. ___ ---------------------- !::: ::;; I-' ~en en w. >f-:Jen 0 <( ' 0: o...., i§en en FOR REOUCEO PLANS ORIGINAL SCALE JS IN INCHES 0 3 DIST COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SHEETS 12 Ora. 21.3 / 22.1 31 104 REGISTERED CIVIL ENGINEER s; 6-5-89 PLANS APPROVAL DATE VAN DELL AND ASSOCIATES 17801 CARTURIGHT ROAD IRVINE. CALIFORNIA 92714 UTILITY PLAN u-2 l49S 486(26,201:lPf• 44008 l4S!i 20-0 •• -aa 10•00 / HO".O'ti-i e .. F I~ ~ i'l'j ~ ii* ~ "i ! >->-ro ro :o O iW W i & :.:: j tn fil )~ Q - bomcode L " "' ~ /'.' cc, $. s ! lr~.ie "'el "" -- ,8,ke lbfht:Jefour ~ 8orr/code 81ke Path Detour i½½0½i Provide 8icljcfe Access To Exi~,fin9 8r,dqe Unftl New 8icifclc Romp And New 5tructun:: Is Complete Santo Ana R;ver !J1ke f'oth Oeto1.1r 81ke Poth A .c. 5urfocmg Pacific Coo5t h'fqhYVap ~------------'---------------- PHASE I STAGE 3 PHASe I STA0E P~ASf I c STAGE 1 -, -~ C C\ C SC " " -=. '..) \ "' '-\ C: ~ C ·-C: "'-C, "' ----- FOR REDUCED PLANS QR!GoNnL ciCALE 13 IN INCHES ~ V) " '-C, C: C, lf) <u ""' <O "' § <le '; .,., v -a: Roule I .....________ 81/<e Poth " "' ·c, a,; C: ~ -.c: C: l C, ~ "' ----------- C C l "" <n " "" a, vj E: C: i2 .):' () ULJL L --'C APPROXIMATE QUANTITIES FOR PHASE I DETOUR STRIPING 4" WHITE PAINT STRIPE {TEMPI B" WHITE PAINT STRIPE {TEMP) 12" WHITE PAINT STRIPE {TEMP) 4" YELLOW PAINT STRIPE {TEMPI TYPE O MARKER {TEMPI TYPE G MARKER !TEMPI TYPE H MARKER{TEMPI TYPE I (!Bl ARROW {TEMP PAVEMENT MARKING) TYPE IV (L ARROW {TEMP PAVEMENT MARKINGJ TYPE IV (R ARROW {TEMP PAVEMENT MARKING) TYPE VII (R) ARROW {TEMP PAVEMENT MARKING). PAINTED LETTERS {TEMP PAVEMENT MARKINGS) TEMPORARY RAILING (TYPE K) TEMPORARY CRASH CUSHIONS, SAND FILLED REMOVE TRAFFIC STRIPE & PAVEMENT MARKING REDUCED PLAN USE SCALE BELOW I 2 I I 3 INCHES ON ORIGINAL PLAN' Le/3/:ND J -D1rect1on Of Trofhc (e-10' Lanes In loch 01rect1on Of Trore I) e22I Con.strucr,on 9600 LF 790 LF 65 LF 9960 LF 58 EA 417 EA 452 EA 100 SF 30 SF 15 SF 27 SF 294 SF 6275 LF 3 EA 3100 LF STAGE CONSTRUCTION TRAFFIC HANDLING PLAN PHASE I NO SCALE SC-1 cu; 2209 EAQ23771 > "" 0 w "' > w "' w~ ~~ "' >. '> ~"' ~@ c,Z "s:l JC,, -<w "0 z i!! < ,-"' Q 0. "' z < "' ,- is1 ,-z w :a ,- "' < 0. w C < z "' Q ~ ::; < '-' ~ Q w ,-< ,-"' 0 w "' > w "' w ~ 0 ~ ~ " " 1t; > "' 0 w "' " w J: " j i§ d1 " ----lll<s:> - FORM OC-OE-92-PF {REV. 111:16) ,,_, L_ ~ .s _'S. C "' C C "" ¢a ""' Bike f'oth =.,) g ' ~~ -I< '<c 'X~ "' ~ Bike Fath f'I-IASI: D STAGE c " (JJ Tc,lberf Choane,/ /3qm'c:oc/e 81ke Fath -c , _§ '-' V) "" -<: -"l .Q> C ,cc ~ le <:) I)! ~LJU = Bike Foth {3omcoC!e__,/ Bike f'ath -..: (JJ , " tl> c:: ~ C DlST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO S/-\EETS If Ora. 21.3122.1 MOFFATT & NICHOL, ENGINEERS 250 W. WARDLOW ROAD LONG BEACH. CA. 90807 APPROXIMATE QUANTITIES FOR PHASE II DETOUR STRIPING 4' WHITE PAINT STRIPE (TEMPI 8' WHITE PAINT STRIPE !TEMPI 12' WHITE PAINT STRIPE (TEMPI 4' YELLOW PAINT STRIPE (TEMPI TYPE D HARKER !TEMPI TYPE G HARKER (TEMPI TYPE H HARKER (TEMPI TYPE I (!Bl ARROW (TEMP PAVEMENT MARKING) TYPE IV (L ARROW .. .. .. TYPE VII (R) ARROW .. .. " TEMPORARY RAILING (TYPE K) TEMPORARY CRASH CUSHIONS, SAND FILLED REMOVE TRAFFIC STRIPE & PAVEMENT HARKING REDUCED PLAN USE SCALE BELOW l ~ 3 INCHES ON ORIGINAL PLAN 3 --1 Ll6EN D -Dlfect,on Of Traffic (2-10' Lanes In lac// D1rect1on of Trove/) <l= O1rec/1on Of Tiaf fie ( 3 Lanes In Each 01recf1on bf Trove/) 33 104 7401 LF 655 LF 220 LF 7038 LF 16 EA 357 EA 394 EA 75 SF 15 SF 27 SF 5300 LF 3 EA 1300 LF PHASE o 12Z2J Construction STA(3f 1 FOR REDUCED PLAN$ ORIGINAL SCALE IS !N INCHES STAGE CONSTRUCTION TRAFFIC HANDLING PLAN PHASE JI NO SCALE SC-2 cu/2209 EA02377/ - - ii---+ "'-..... --t 'l Station '1-[ -~~ _ .... --~ ·<>::, ::s: s:-- ---~--~ '1,..· .,._. "': CQ : 9 c_ 8 7 G- S- I __ _19.tfl[L. i!OtOO I I v 2/fOO Z2fOO \ 'zj _ .. ")I ,,/}_ e3 23'fOO 0 6 I J0"06'12'· 2 03"22' 02· 9 08'14'50" 10 j5".45'.3;": // • 08°/4°52~ I 24-+00 I 2o+(i0 '\,_ //'·'---__ • c__/.' '-:'---- v-· 1··' I -I 2{,f()O I -Z7f00 28fOO- --P/<Of/L £ Of NORTHfl<LY £06'£ Of [EHfORA!<.Y At ?AVEHENL. ScoJe ,_:flor13on~_o1_, I'• 50' : Ver11col --I"· 2' • . ·..:--_-! ___ I 29fOO ----30f00 -~7 ..• c:-,,;:- =:~-fi =====iiiiiiaaa.i, REDUCED PLAN USE SCALE BELOW I 2 J I ... ... t:: 3 INCHES ON ORIGINAL PLAN" -~-Dff!eln=( kA'€QiJt . ., ' ----------· ._>---- c..1-,-----------------------------:--------------------------------------------------------------------------'·----------l Exo. Yda. ~-- ·i ~M OC-OE-110-Pf (REV. 1188) ,,_ I I FOR REOUCEO PLANS ORIGINAL SCALE IS IN INCHES 0 I ' I lcu/2209 leA02377! j - 0 > w "' ~ 0 w w a: ~ w w ~ a: 0 w, ill ~~ -,, o• ' { • • '> film in 3@ 0 w ::,Z "' o!.2 Q ~"' w <CW J: 00 Q z = .:: "' ... = f .. z "' = ... ... = ... z w "' ... = "' .. w = s z = = ... ::; ] "' .., ... = w ~ ... "' ... .. dP Station '"· Yda. lox~. ~-. --m.11r:::~>~~:.!5n.{Fut~<i. 'k"R11JL "" ~~ :-::-.:cc':?, _ -•~ •• Edge OfAC. c,PW:{)f/lE OF NORTHERLY ED6E or TEMPORARY AC . ' ---,----------- .Scafe: Horgontol -r• 50' fert1cal -!"-Z' .:fB-t-OO FAVEMENT 0 FORM OC-OE-110-PF (REV. 1/50 .,,_ FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES l REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORIGINAL PLAN 3 :·.?~-- .---/4. -~10 -: -5- __ . -8 c_ -. -} -·. -.6 _. -5 1!?_-f:_t?_,O_~. ----- J ·CX/Sfing Brr:;de LS:j Slope • .. -S"AC_ On 'f:S~'---.--- UCJEl'i!,v"i,_fliefi.t::: .L -.• --__ -: _-- _j "' OUTE POST MILES SHEET TOTAL ·' ,,.... tY/ V f: J-F~S:CTC,. f.-'.CO::UN=TY'--j_·R.:::..:c.::_-j-_cTO"'Tc,Ae.L _tP:t,ROJ"""ECs.T'--j--"'NO,e.-J"SHt!!EasETJ;S4 12 Ora ST ED clef1L ENGINEER 6-5-89 PLANS APPROVAL DATE MOFfATT I NICHOL. ENGINEERS 250 w. WARDLOW ROAD LONG BEACH. CA. to1_07 _ -. ---- 21.3/22.1 35 I 04 Vanes STk. 3!ftlJOJOc.STA.-4-D'f28t • • Sca/edlor13ontoJ.-l,'· 70.' -----=-v&t,ca r---1!£4'-_ -t ,,:D~IQ\J~l.AYOUT _:.P.HASE.l -, CC C::....l""-"--~) '. cu 12209 EA02377f .. 'J ' ' LJ.2fl.OUR = 'le "K"R.Af.b_ 43 _S58p 08' 40? SO. Sio.t.Sri(,ti:E l "' ¼ Phr:rse I Odour¢ 'l<"Roil 2&' 4' Sholl.Ider- ·s;,ouk;!er i \ ' ! ~ :: ' -4B't ; ~ • ' ! .-< -~ • .- -~ u :::1 !~ € ,, • ,:; I < (.:i ~ ~ ~ :,, t , ! I Station '"· Ex~. Yd•. Emb. ·Exi#' t:,,,ide - RM OC-OE-110-PF (R~Y. 1166) ,._. file 1/17c/e ' .,_e,, ,, 9'A,?:l?11~,, '. CA/3 Favement -_ Cx15i. FOv.emeni . S'A C.On G.S" CA8 fovement 6TA 21.f-OO TO 6TA. '57~ 50 PHASE I DETOUR. :5ca/e, • Hor13on.fal' /" • 10' :·vErl1Col • -r ,--41 51 0 5 6 7 8 2&' /01 JO' REDUCED P~N-, USE SCALE BELOW I t::: I ~ 3 ! --~::_ ON ORIGINAL PLAN" ::::t I l::, R L T oc•3f2s· !/00' 127. 48' 6J8/' 04• 35' 13" 1100' M-06' 44.06' 12· 17'34" //00' c36.0!' l!d.46' 10•19'47" !/00' /98.32' 99.43' I -II :11 Phase I Detour t K Ri:111 e&' le' 10 1 • 10' 4' 3' " Sho_ulder_ 8-./:, V) " ~ : I G' Bike fot/7 ""15' --fF'z'· -rim, tc:rf---;;J "-!'-f'l---4--lf'.l-'~==-=-,c-_,___ 'f'ho,e' I -_ _£,o06fruc1iorJ /.5 1[ i, [A. 4-& too (0 57k 5U 50 FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 ' ' ROADWAY SECTION -·-PHASE ,:zr DETO!IR. DlST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS Ii= Ora 21.3/ 22.! 36 I 04 TER CN1L NGINEER 6-5-89 PLANS APPROVAL DATE MOFFATT & NICHOL, ENGINEERS 250 W. WARDLOW ROAD LONG BEACH; CA. 90807 • _,-;---_-__ .. ; .. ;~ ··1,:-u.•-:--- {.tpbase-!act)etou~,lX Rails:--~- -•-·-· -. ..:,..---___f;;.: _____ .;..:....: ___ :~,-.. :r 1.\$.--_ :.:...----+---1 ---fO-,, 4,--10, ID __ ,,_,-· /a.B' 0 ·.%---"- (I")'. --iu: ~ .'(i. ...,, -~- 8RID<iE -SECTION 1Sdp/e" r· Hor1.3antor---p!" 10'·: ---···-o ·yo· -UR-. -·-··[AYOU"T -' ' Vert,cal -!" • 4' E · -· • PHASEl •~--~ OE-~---1 cu/2209 EA02377/ ; j D > w "' m 5 D w w "' ~ w w s' "' D U/' ::: ~~ D~ ~ " • • ~ '> > i;lm m s' D D Jw w ::,Z "' 0~ 0 JV, w -<w :i: OD 0 \ I I 1 I I "' I i---"' I l:; ~ .\/ I 0 \ ~ <Q I I ' '/al berf Chan11e-l 101 - 5' - o- FOF!M OC-OE-112-l>f {REV. 1188) .,_, ----/0 , 6'1 Eorfh To er Mm. 5/ope e% \L-----o.zo 'A,C. On Existinq ,5urf~CO ',,, 6 ec 110 rl A-A ·scole • llor0onla/, I"· 10' Vert,col -I'• I0' BIKE PAT/../ DETOUR PLAN Sco/e • f"-40'· f;iKe f'"f'h Oetour /R./v,/ Al· -------------- BIKE PAT!-/ DETOUR PLAN Sco/e • I'· 40' FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES AJ ~ /:)<JSt. ,4.C. \ / Romp ) ; Join ; I Sowcut DIST. COUNTY ROUTE 12 Ora. 21.3/22./ RCIV1L ~tNEER 6-5-89 PLANS APPROVAL DATE MOFFATT I NICHOL. ENGINEERS 210 W. WARDLOW ROAD LONG BEACH,, CA. IOI07 SHEET TOTAL NO. SHEETS 37 104- -= s;:;_ I\C tJ1/<e Trot! /0 =--\ \----f 0-------------------_,---\ \ \ \ \ \ \ \ \ \ \ \ ~Exist. Bil<e Troll Over \ y Toi bert Channel \ \ \ ) '--7 ~:::------f l l6d-t/0 (!) Over/011 O.?O Of A.C. On [Ki:;tinq Surface IZ2'2Zl = P.emove Ex1stm9 A.C Ano anng Excavated Area !Jack To 6roae Re9-u1r1:d forNew,1,,.C, Overlay DETOUR LAYOUT SANTA ANA RIVER BIKE PATH DE-4 cul2209 EA023771 ! :-r- H·- ;\z: 2 ·-i! = = .. ,, z :o: "' .>-p >-z "' :a >-·"' s C !ci:: z "' :1z j ::, '< :~ iu.. IC ii=! !< !J-iu, it 1 ! I I =---------------,,, " PLAN ! ! Q c,, i Detour 4 "K." Rot/ Edge Of Pavement I (.\) ~ ~ 1-! <n \ 1 R/W Line ---r----------'-'-------1---- .,__ Q) OJ L@ --"'0--@L TRAfflC- ~;,:~888\8818Gwl~_··: 4. (. OBSTRUCTION. Jt (PROJECTED) TEMPORARY END OF OBSTRUCTION t 'TYPlCAl.,2' W.XlMIJI " -;)) -" --es ~ PROVIDE FULL BEARING . f17·/ BEIIEATH IIJOOLES ~l=~=c:,-S=}-W """"" (.sr _PlllVII)[ SUPPORTS TO ·PREVENT SAGGING CRASH CUSHION PALLET ..GENERAL NOTES. (1) TKE POSlTIOM OF ll!E TDFORAAY WSH CUSHIOH. SKAl,.L BE AD.JUSTED AS THE OK PIIOGR[SS[S (2) Nl.lllERS lMDICATE WEIGHT OF SAND IN JilODUL£. "1400 MIN." llt01CATES MIIUMI.II WEIGHT Of WID IM REAR IOJULES. GREATER WEIGHTS ARE ACCEPTABLE ONLY IN THE RfAR MJOUU:S AS MANUFACTIJRER DESIGN DICTATES. (3) • M0DULES SHALL BE PLACED ON 1iOOD OR ST£EL PALLETS FOR PROMPT INSTALLATION. (4) fHE LENGTH Of TDFOIIARY CRASH CUSHION lNSTAl.LATIOfrlS SHALL MOT Df:VIATI: FRCI! THAT 5HOlrlM DN THIS ShEET .A SERIES Of lNSTALLATJONS MAY BE USED !dt!EI! TH( ARH. TO B£ PMTEmO EXCEEDS THE LiliGTH OF INSTA!.LATIO'ii, TEMPORARY CRASH CUSHION INSTALLATIONS ' ·oRM DC-OE-82-PF <REV. 1186) ,.,_, I I FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 ' ' , ' I I CD ® 0 © 0 © Ci) ® ® ® @ @ @ @ ® !!.Q]};: I DIST. ! COUNTY l ROUTE 12 I Orn I I 21.3122.1 I 38 I I 04 ~ it' REGISTl:RED CIVIL 4:NGINEER "' <ii ~ > ~ -1:i '1) ;, . " .,, STRIPING LEGEND 4' WIDUAINIED SOLID WHIIE LINE 50 FEET. 6'. WIDE PAINTED SOLID WHITE CHANNELIZING LINE. DETAIL 38A. 4' WIDE PAINTED SRDKEN LINE WITH RAISED PAVEMENT MARKERS. DETAIL 12. INSTALL DOUBLE YELLOW CENTERLINE PATTERN WITH RAISED PAVEMENT MAKERS Al 24 FEET. DETAIL 29. 4' WIDE PAINTED SOLID YELLOW LEFT EDGELINE WITH REFLECTIVE PAVEMENT MARKERS. DETAIL 25A. - 4' WIDE PAINTED SOLID WHITE RIGHT EDGELINE. TEMPORARY •K• RAIL. 4' WIDE PAINTED BROKEN WHITE INTERSECTION LINE. DETAIL 40. CRASH CUSHION. SEE SHEET DE-5. 12' WIDE PAINTED SOLID WHITE LINE. TYPE IV (L) ARROW. TYPE IV (R) ARROW. 6' WIDE PAINTED SOLID WHITE LINE. TYPE VI! (R) ARROW. TYPE I (16) ARROW. 0 L REDUCED PLAN7 USE SCALE BELOW I I 2 3 I I I -.., I 3 INCHES ON ORIG~NAL PLAN ::.i I STRIPING AND INSTALLATION OF PAVEMENT MA~KERS PER STANDARD PLANS A20 A, B, C, A24 A, B1 C & D I cu DETOUR LAYOUT PHASE I STRIPING DE-5 /2209 \EA 02377/ I \· \· I l· I I I g • 0 0 I STATE OF CALIFORNIA -DEPARTMENT OF TRANSP6RTATION PROIECT ·-~··••R ··-· g~~\ia'i.C:~i';?l-,,~,,1°~~1REVl~E~'°;.; 0 1'"~T'=l"---'""1···r-· r I I C-t lirffrctns i/3/ JI cf ....t,.:.._, CHECKEO BY 1 1 1 • i > . ' . . IO' > 0 = " " m 0 C 0 m 0 ~ > z • 0 0 0 C: i;; ~I m > ~ '" -...J " ' "ti C ::i:: m ► -4 "' II) 0 om C: 1?= .... !'1 II) :D ; -I .- m lJ ~ '!;; i;( z 0 C) C: -4 C m I O') Match Sta 4:J + c5 Sfq,_ 54fl5 fnd''K'Rotl ~ ::;; ,-... ~ Sfg._ 54 + 41 f3_e_qil]_ Lt. fdgelme Flare u r--- h- <: ""a, ~~ .--.i "' ... 8 ~l "',.. -;o 0, c:: r, :::! ~ §!c, SJ+,71 Er,d Lf. Edqefme Flor~ _. ~Q_,e,... ·-' · _ r oeyl/l LT. Cdge/117e Toper $ 0 ; ,,,__ t:, • " ~ -N ~ .... 7'' )\) 2. m m ~ 2' \!; ~I I I I~ I~ ~ 10\ld 1d~•• ' ~I I I ; I I I ~I I I I I I ..,. ---Sonora St. --- c4' Sta. 5/+ 50 i~ ::;; ,-... '3 " f; Sta. 53+40 ~ t --!\!; 1~ .111\0 ,01,olll-,r 2' !JC Sta.54+35.7S --H,ghlond Sf -Alley --~s \ --<iron/ St, . s10· s1,10 fnct 'k"Ro1T 5' 0/"f f J ~i~ t-r-----+=::::fl/-.. ,.~ <$ ~ -~ Sta, 58+3! End lt. Edge/me Toper Sta. 58+G0 £nd R.t Edge/me Sta. 5S t/0 3tar t Lane /me I I ~I) fnd Stripmq _ 7:-.l Al tx,st. Crosswatl< Y---''k; 11 1 ./ ,> '- r•- 1 \ J 3to 58+10.11 I I ~egm. Lone !me ( Rt. \~9elme Taper -_f'ern SI 5to. GO+OO -tnei Lone!tne I Rf. .tdgd!&. Iope1 _ptey ---0RAN15E ST. I~ c::U z mm £ "'0 fil -en C ! i ~ij I !! J;; 0 I E CD W ' ~ NI;~ ,el> _Jj BaR I 11/113 I DATE REVISED .c:Match ..l,ne • S.ta, ,37-+ 00 ~ -See Sheet DE·S )t, I) ----::;; II r---r-- ':i h " < ..... g "' "1- "' () :::!-0 :::, I 1ilr?l ~ ~ ~ t, I I I I I I I 8:' '?6 ~ ;:j' 1i ~ - ~j : I ~: va 'vol I ,, I I I I I l1~l ~ I o\l "'t I I 1 " /;: t I I 11 I I ~ I@ I ~ I ~ I <z! I ,f3)1 ~ I I i1 I -2- 1 I I I " I • I I I I I I I lru; I I "' t:, " g" .., .... ,; . "' I I ~t : t I I g_ $l "' !R .., I I -1- 1 £ it I !:>, iJ11 \· 'lf ~ cl' <'i -~ .,.. Mofch Lme· sto. 49 -tc5 / "' ----"' r--s (l) 6 ='-i~ i!i :'.:l ~' RI· .. il i;!iE ~ ;,: n > ; ;,, ii !1 ffl ill I I It " 0 ~ " I ;;, Q ~ 0 0 0 3 C z ~ I· Ii I " !'1 S25 ~ ~~ "' ~~ E cm ~· " fl!. -~ 5ffi " -~· 0 mO .t, ~~ ! f-1-- - f-1-- f-1-- § ·-·e: !c 0 .. ,, ~ " - 15 ,-~ ::a -~ ~ ,, :,,: :;;; i I ,,,, ,« ·"' ~ I ii ~ ·"' it ' I Point No. D1 . D2 D3 D4 D5 DG D7 DB 09 DID Coord,nafe • Norfhino Eost,n9 538, 71 /. OS I, 478, 4/9. 82 538,588.!S /, 478,557. G4- 538, 4G5.2S 1,478, ,;;95.47 538, 2G/. 89 1,478, 9GG. 23 538, /50. 98 1,473, 120.SG 538, 031. G7 /, 47::!, 28/. 08 537, G98. 92 I, 479,724.12 537,535.40 1,479, 930.2G 537, 4 7 /. 99 I, 480, 005. 99 537,30G. 74 I, 480, 214. 29 bRM oc-oE-92-PF (REV. 1/86) .,,..., ' Po,nt Coordinate No. North mg Easting DI! 537, 2G2.2G 1,480, 273,5! D/2 53 7, 2-3.5.43 1,480,308.39 013 53G, %5./9 1,480, GG8.2/ D14 53G, 845.88 1,480, 828 -73 015 5%,840.00 I, 480, 83G, 57 DIG 536, GB9. 2G 1,481, OS/.52 017 536, G4S.BB 1,481, I /7. 88 018 53G, 559.62 I, 481, 240. 70 D/9 5%,477.2! ( 481, 3G5.28 020 ·53G, 380. 03 1,481, 507. /4 I I Fomt Coordinate No. Northmg East mg 0 021 536,320.10 I, 481, 587. /9 I D22 023 5%,223.G/ 1,481, 74/. I I 5%, 173. 37 1,481,828. 24 2 D24 53G,!27. Ii: 1,481,895. 0.3 3 4 5 I FOR REDUCED PLANS ORIGINAL SCALE IS IN !NCHES ~ I l REDUCED PLAN 1I USE SCALE BE~OW I ~ 3 3 IN~HES ON ORIGINAL PLAN =i 6ENCH MARK: I DIST. I COUNTY l ROUTE 12 I O,o 7 I 21.3/22.1 I 40 I I 04 !Y.fJ..I.f.,,• :5/a. XXX+XX • -?hose_JI Detour i RT XX .XX'· Dis/. From Construction ~ To Phase fl Detour !/; /. 7 M1/es North Along Foc1fic• Coost H19hWO!J From Newport AYenue Overpass At Newport 6each, At Southeast End Of Concrete H1ghwc,_y 8ndge 55·0I Over Santa Ana River. In The Top or The 5outheast End or The 5outhwesf Curb, o.s Foot Northwest or The 3outheast End or The Sidewalk And About D.5 Foot f/19her lhan The fl1ghwa!J, M.S.L. l:J?O E/v, 158!4 CURVE DATA 8A5!S OF 8EAR.IN6' The 8eonr,g Shown Hereon Based Upon The I/. Of Seashore Dnve Shown As S5:,05'.38"E On The State OfCa!tformo D1V1s1on Of Highways Coore/mate Control Mop for Route VII· ORA (C.C.M. I/I.II). LI R L T 09° 37' 47' 1100' 184. 88' 32. GG' 03°0!' 53" 4974' 2G3,/G1 /3/.GI' 03°0l' 5311 5D2G' 2G5. !Ji' 132,99' 0::,'44115' 4D25.5 2,;;2. 591 !3/. 31-' 09'28'23" //Od 18/. 87' $!. 14-' DETOUR LAYOUT PHASE ll SURVEY CONTROL NO SCALE DE-7 : I I cu 12 ?o3 leA 023771 ! , I STATE OF CALIFORNIA . DEPARTMENT OF TRANSPORTATION PROJECT ENGINEER CALCULATED/ DATE REVISED BY • 1--'cD'.=EccS~IG~N~E='.D..:B~Y---l,'C:#',i,• '--l-'':cV87'.'.--J------+--+--+--+--+--+-+- £" ... ti:dtrans ~1/-# cf~ CHECKED BY BaR 11/,U DATE REVISED • Match Lm,;~ Sta 29-t 00 ! _. -Tll,i, I I I I I I , / 1 I "' ' ~ 1 I' I il-l I,. 11: ,;, I I" C " I I I "' 1 7 -~+-1-,/ 11 "-·il' g j i, I ~ ~ ~ m ~ 1: I -I -~ I n ! :Iii I h ~~~ n ! ii @'jl >o ~ 1111"' ~ "' 12 ~ I "'I. "'~ " s U '" m I ~ ~ 0 1dfdl,I Q I 4' 4-' Qi r--1 1 I ·g, G'i I ~ :ts I ~ ~ I !::I ~ ' < I I I I I I I I ,., : ~ ! re ~ I r-I s "' <, I I "I-"' f---1 : 11 I ' i! O• ' P,'!~~ eo ~ & __ e ~ I O ~ ~~ I ::, II '-! I;~ I I I I > C :;:; ;!! ! I m ~ I z " I I : '": I~ ro 1--1 I I~-I Match Lme -Sia. 37+00 -See Sheet DE-3 I l \· j n° 2 5i ;u n "1 "1 m -o I o UJ (: • l10 ii r;;r!J ~ 1 1.,111-u I M ~~ I Z . I J O W C: - ;,, "" -a C ~ :c m I.J) )> -4 ., en O I? m C: :;; = :J:J ::. tn m 1i ~ r I I> :,, :!:! ~ t. Cl :!! 0 I I\> Z u Cl C: :::: -4 ... CJ m I 00 !o r-- ),. <: sta. l6+0B. BS Mc,lch I· I) I I I I I ~11· I 1/ m,4o" ! Exist. Sfnpmg ::I :t:i '@ 1 'l.J'-- I I I I I : I I I I I I "11'-l'-"l"'I-IO ~~(;::)~~ I.I.I 0) .. (J'1 • .. . . "' ~ ~-"'· "' ~11>1 "' ---VitJ-iv. t::::! '1 15\,. ~ ~ o;~ ·~ s;;: l"Jl "'l"'l"'l"'I:::: ~ (;;) ~ <..o ~ >i:, . <q_ <:i. "'-"'· q I I ' i• -"'I I ~ (Ji -e::... T\l ~ OJ r-..'...:i N IS) N :v :--,I : l tlt ~t ~ Q?_ ~-~ I~ !\:I...._ (.o:::::: ~!-G~!5"'1~1~ ~~ ~ ~ '.::i 12112' I I I I I I Sta. /6+8/. IG +-1'----'=---Lam/,ne BC Out 30. 04' 1~11 r..l,g' I 1--- :~l lj_J_/lM1, / , G' \ /✓=-~~/ I ,-'--~- /-+::--!-t fJROO!<HURST ST. Cons/ruct,on_i__ A I Sto. 6/7tS5.~f,a f'l;aiell Detour / ✓-~· ~ .io ~ ------ 7 '--Sta. !7+53.93 N38°35'50" e Sta. /!)+ 78./1 EC Detour I fi,\/ 1 ~1/"f,lltp/~/!f/(; r.{?' r-·- ll~Jttllrv.1 /'1-1 I -I . I u-, -______L lone Ltne PRC Sta. l3+c5 Out 3/, BB' I I\ Sta. /9+58.49 • End j , Left Tum Pocket Sto. /9+ BO e,c Li. Eage/me Out?' I I Sia. 20f40 l.Ml-l-=1=/1~-.....;--..J.-, 8e9in "K" oil Sfo, !'0+07.Z8 PRC I Sto. i.'0+53.85 I--- Lt. Edge/me I Li. Edgel,ne Out 3,24-' Out 3.86' I Sta. Z/f /f,74 EC I I I~ 1 Lane l,ne EC Lt. Edge/me Out 2' 1" '01"' Out IZ' 4' 3' I Sta.c/+11,74 8eqm ''k'' Rail 00 "'- 1/0,,, 'lh Sta. ?!+l/-14 ~ I 1 ,~ fl ~ 11v ~ ~ ~ I I .... II :,, I I ,; I I g_ I "--.i}~-g :::!-s t\ Sta, 23.J./f. 74 \ \\ a• l'Jeq,n Rf Edqe/,ne Taper 11 1 r~ i I ' , I I "' I 11 t 1 I I I I I I I Q, Sta. 23t42.74 '<, t nd '/(" Rai7 ~ ,-.. .~ i.) ~ Sta, 25t0!, 74 1--- &-s lnd RI Edqe/ine Taper I 5' lQ Beqin Rf, fdqelme Taper b' ~ ~ ,-.. :5 (l) \...... I I ~ Cb I I cl' I I "' I "' " ' ~ ~1· ::: I I ¢1 -- ~ ~ 1 I I I I I 1olo I I !iJ,o ,.I 11 ; sta. nI01. 74 I • ~ ::/'· i End Rf. td9eline Taper I I I I I N"" Z I !; ~~ i;~,.~ ooU> i's 0-'4 ► I ... ::gu:, =. .. ~ .-IJ ~ I! i!l! ~ I ijl !t 1~ a ~ ~ ~· Match-l,ne; Sta. 23, 00 L---'--- -* Rf ~•·"~ • " • r - a -'0 ~ I-+- ~ 1~@ "' ~· E e~ Q(I) .. 5~ -ffi oo, -•o 2 m~ oor J---- I I I I 1 ! I I I I l I i· ! I ! I I I 1; ! . " < . • ! f-- i 0 ' e o 0 " z " > m r o 0 C 0 ~ ~ 0 I m ~ 1i; ~ z • z 0 a • r~ t--• ILo I-- 1---" C I\) I\) ~ >---m ,. 2 "' '-1 :::! ··;sr;rrc-o·r·-i;,{l::Ii··on·n1}i.--·.-··~11i::rtfJ1-.-.1i"C:11·1-ur·· flfl'\1,·;;.11"Uff1"nYlui·•--·-·---·----i-=D~-§E~S~IG~-N~E~□~-~gy!·c·=-~-~-z--::i=-~-.7~~-~,=-r========f==i==f==i===i===f==i = = = r ~ T - - C"t lit/trans ;,/'3/ ,I 11~ CHECKED BY BOR II/,!$ DATE REVISED I) r-- :,,. < -o C :c m )> -I "'Ul 0 ·~ rn C: ~ I=, :x, --a Ul & --t r-'l, ::D l>. ;; ~ z 0 G') C: -I 0 m I CD :;J-t 00 I 11 . I j .s,, z. I Beqin 1k"Roil \ l.;vd tdf'1 , Sia 51+53.40 I I; 3' o, 1 End Rt. td<fe/me roper I - I i11 I ~-t I I r<>-\ 11 I ti I~ !\ 1111 \H. g I I V 8eqin Rf, Edqeline Taper Sta. 53+02._7/j_ :_ I 1,,~ l:li '\ 1lr,d,d I ,,, : l I 8 I ,I 111 1' I '1 11 'J. @ I I 11 I I I I I , ~ ~ ' ::;c I ! I I I I I s Sto.54<74.73~I 1,o·o ,o'(o .5' S~a.54;)4,73 e~9in Lane Lme Tape,. I I end Rt. Ed_qe Line II ~ ~ "' \__ _lope, q"K •1<01/ I "'I ~ Hl/iHLAND ST. II ~ ~ _!Pend End) * Ii V I I: s1a.oof14.13 11,tiz•,,Jl,o' I End lane Line Tapet' I 4' 5to. 56.<S/. G8 Ouf 2' ~ "' "' ~ ,,_ ::, (l) ~ 11 ,,,I ~ "'-"1----- II ~ ,,, if -A~L!=_ y , I ::i ' ' 'I '" r tr~ J 11 g_ I U II I I Sj, ........... lJI ~ \ ' i ::~, \ ) wmsi i I ( * ig :5 3: ~ <n i~ -. ~~ t <1- ~~ " !,. ~B \:)"" <:: "-:::, >,. " "' "' <:::, ft ~gi A 8-:::,. g~ -~ R' .5ta.5e,oo I I ,,, I 8eq,nWneLme/ '~ '---t----AUEY (-----~ Sta.58tGJ.20 \ 1 Out!?' , ,,, I Sta. 59tOO ' \ \ end "K"Rail --- I ' r NRN ST 5/a,,,f38,47 _"dlD-" • --- Oaf 12' ( "' ~ ~ Ota. 6'J;U;9,70 ;! ~-Ou/7 ,1• ~g./00;03.2/-,I l3/a.M+00.'3_ ~~ .., - , 11 I I ·111~-\ out 2' 'II -- Mote!, Lme -Sto. 37t00 -See Sheet DE-6 I) r-- :,,. z : I f"Q._ I ~ . ~ ~ "1- '111,-t"lr---, ~ I-' ~ ~ I "' I" i I I s, ~ .... h "\ ® "' I §1. "" g \ ' Sta. 39157,E BerJ''n Rt. Edqelfne Toper :Jta.40+00, 13 End Rt. t, qelme Taper . j I \ 8eqin1/I(' Rail I . : II I I I ' I Ii I I I II I 11 II . II II :,, Ill R1l ' II ! ,11 " , I tJ ,..,_ II ::. II .g II & 11 ~ 11 11 11 I tn :::, <2-(\) ~ ::,n .g a (l) "- tn ~ 1"2-r, : '-~ ,..__ ~ : :1 I I ti ttll II I o'va' d\1d II I . I 5ta. 44+51.13 I 8eqin Rt, Edqe/me Taper lj 8eqin Lt. tdqclme Taper :1 I I l\ll 11 I "' 11\11 I~ 11 ®ii e I jl I r, f.. II I® 1I I I I~~ lj i3 "' _:::,. ,2 ::, .l\'6-l"·1,,,0l":I,.. ' ~LEY 11 I •'I : i td\io 'ltd ___L 1 5ta.l/Gf53.l3 S/a,4olGO.G. , -{nc/ Rt. fdqelme Taper [nd Rt. tdqellne I r-~-fnd Li. Edge/me 7oµ,r (51 ~ ~a :cl " 2"' J / ,/ :!: I L =~ I I no . 11 I+- ' 0 2 vi~ '"C <nC l) 0 F;;~ ' ~ ;u e '" I ! -,~ ~~ J ORANGE ST "'· //f,_,.--- ! I 'I 'I i I -.. , I lj I .I ~ Sia, 4,G ~,75.7 ~ 'I I , ' End K Rat/ I I I r 111" tnP, 111 I ~~ I 11 • il<il lj I I ~ c--, I \1 I I ;ii ~ I 11 ~ ,I 11 I I ' I "6"l ~ I 11 \'\I I b' I _I\@· ~u; ! I \1 I ~ ~ ~' ' ~ I 11 ~ 1 ~ I I I ~-c:,"' Oo o,: "-C, S1~ ~c,, •'"' II 4' I I • I/ II 'jd \ " j/0. 50 ~AO \ \ 0 ,01 98eqm, r"' N'TI Z I !§ ~,en ~ J1~ ~· : \ , II \ t~td Edqel,n aper I \I;~ J\11 .11111 1-- Match Line· "Sta 5/+00 • O c;,, ;:;! (I} Ol Io..,. ~ch m:I= ~w m ,e o ~ ~~ ~ _jr C ::C r ~ ~p ~ :! i!Jg! m ~ !;I l z m ~ ,½ * RCGis~ ... ~ ~ .. ~~ ,;;; i . :; =~1' i: 1 ~ .-::; .. a M ~ ::\ ~ l-·-¾, z , ~ 'f-H31\'.\":Jv,.),j I ;;; I~ ~ C z ~ l:J! o ~ -1~ I----+-- N ,§~ ~ ~~ N -u:i:: !" e~· -~(ll _. z~ IX) om 0 3!(j ~ a~ p:,r ·, I- I-- 1--- I- ;..1 . -1 I i I CID ----- ~, DIST. I COUNTY I ROLITE I POST MILES ~'lfr ! sWEl4~ "" rb,'ke?oth TOTAL PROJECT ©(l?T) "' 4' c<-: 12 I Ora I I 43 I I04 / 7ol berf Ch.:mne/ II) ~ II) I 21.3122,1 -.:, "'tr CJD/ ~ ~ C C C -i\. C C. -.!e ~ (>, f_,R,,_I 110 , • ' /g;~ ,,oms,o.,, @(L7) ..... 0 0 ;:,, ~ ~ _c _c --t: " REGISTEREEf6lVILG1NEER CK) v, ~ u '--' -11> <'5 ~ ,,f '4' CD\ () "' Ga) t:; ~ Cf[; ~ C> CI). OD i:: c3 llDYO II. JEN'KIHS '\f. Cones 0-, 6-5-89 ~,~,,,,.,., ~ C 17 C, CD <; ~ l?GG~ Wl(RT)~~ JU I Cl8 .\ PLANS APPROVAL DATE ~ res'o.c. ryp.), ~ C ") -I< E:zp.~ ,..,_ cm CJD <Q I RG3 CD A ~ II llw~I5l MOFFATT & MCHOL, ENGINEERS "',:j,1: CML ~~,-.,. (§)(RT) @ " Cl \\'@)(RT)i ·02 <a 250 W. WARDLOW ROAD E OF cM.\~l'.i <== I P. C.H. LONG BEACH, CA. 90807 -. --'//////J~ . -777////////// A-77 ////7T//// 77 ·/////, . . ,,, ///////.,7777/////////// '/////,U '///A///////// ''//, /////////.//// V//// Cones) " (_ / lm_ . : ~- • ~~ "-II SI I \\ i . l) '\ _oo\ ~ @:) 't: a (A(C/8) CD 81ke Path CJD --!! ( es' O,C, Typ.) Cl C7 w =, >-"' ~ C/3 "' > ce ©(RT) @ 'ii a w 0 w a: "' w GD/ > ~ CD w a: a ©(RT) WI (LT) REDUCED PLAN 1 1 w,._ !! ~~ ~ WG(eS) PHASE I a"' 0 USE I SCALE B;LOW ~ \ L E0END ~ • No Scale ~ - I I '>-I t:: 3 INCHES ~ ORl~1N~ PLAN CJfil Constr1Jct1on Area 61gn Number >-al"' "' @ 5pec1al Mes~age Sign >-a a ..., -<-' Sw w !/) ==-5. II) -1-.; :, z ~ TaT5erf Cf?onne./ -"' \f) o!.2 0 ~ ., ., ,:, "' EZ2ZI Pro;ect Area ( C/o.sed To Trof fie ) ~ C: C. ~"' ~ i -~'e, Cffi~i ..._ " ~w ~ C. oa () :, Q ~ \)) D1rect1on Of Traffic 1 ,.,__ s:.. r. c:: -u u "" O> i6 ...., ~ C> ' fr) :i:. 0-, e CJD Ch g CID cm 1: G <Q <; / ' ce ri ~ C I; R63 ~ UWl(lT)~~., J l ~ / Cones (Typ.) ~ G ~ . WLJO LJ N0i£5: w le= ., w ... z j - 5 ~-' ~77 T77777T/777// / / / / "///////,f/////// ////////////////////,, ;' //////////A/////// T7 ///7//// ///// ///////// . . . = /. Locaf!ons Of Construction Area Signs z '/////// -w -'1 C .5h0wn Are-Approximate, Exact locations >-'¾ \((►~•~ I; 111 i~ " a: Tc> 8e Detrmmed By The Engm~r. w ~ Cones (e5'o.c. Typ.) 0 ¼ ~~ ~ ~ e. 'C1 Dim.· Verflcal C/enrance f. P. To &/tom 0, "' W6 res) RG3 @(RTG£)) f i '---)#"CommerCJol /3roc!e Oio1n Of' Sign Panel. /6 -R "" ® i >-l'e"¢Rod·Wek1 ToPOJt 3. 'Span'-Post .5pacmg. ... 181~""\ e---e'~ Steel Posl·6alvanijed ( Fill o/concrete) 4-. Bike Path Defourk Some As Phase£. PHABE JI I I z 5. Signs CE!,CD,CK),GD,CHJ i/ C, No Seate ;::: > .,, "'" m• II'• < ~ I •, LJ ,. Note: C1'D To Remain For Phase .U. ... CON5TRUCTION AREA SIGNS -STATIONARY 0: MOUNTED AND BARR /CA DE MOUNTED .... , ; ... • Cl'lom t:omcode To Me tot Post C, .. METAL fOST DeTAIL FOR SIGNS 811/G ., Fane/ S13e Post Length z "C Mm Panel S13e "C"Mm. ?ost Length < Sign No. Code Remarks S19n No. Code Remark.5 = (/nchesl ( Feet) 4•x 411 4'x G,T (Inches) (Feet) 411x4• 4"xG" MIN. e EACH SIGN ... . e,4•y, /811 24'x!N-" 48' X e4" ... C, I CIB 4-8 X 48 7 15 /3 Spec,ol ~4.,_24 7 /2 Type @ LT ... lZ FrH1, z e 'i~ ~ 'C!? 7 17 /4 Spee,10/ 48>24 7 12 lj;pe rc1 RT BIKE PATH P.C.1-1. 5ANTA ANA RIVER w :a ., C2 48 •30 5 ~tIT,qpe ,m i;;,vrr,caae rs SpeC,!ol 48 >24 7 /2 lj;pe @ RT ... CLOSED B.IKE PATH = ashers BIKE PATH < 4 R63 e4 • so 7 /3 /G 5pec,al 24 •18 3 l(.';!~e Q B~,rrtC,'i!iF, .. w e~tl f. tJ . DETOUR¢ DETOUR q C, 5 GIB 48 x48 7 15 17 C2 48 X30 7 14 3" C CAPS G -~~(~~ ~~ • -12 7 17 18 WHi:5) 30•30 7 14 ' . . < 7 R63 e4 • 3o 7 311 C CA?5 .!J" C CAPS z 13 /9 R63 e4x30 7 13 = TYPE ® TYFE@ TYPE © C, 8 Spec10/ 24-X /8 3 ·t ~;rll aomcaon,, 20 r!Gf~"fj 48, /8 7 /3 u c 1 Thts Sheet (RT) (RT) . "' Special 24 X 24 7 12 Type (8) RT 21 C3A 48 dO 5 \l!/4:,fpe~1,arr,caa, W as er @(LT) flace Arrow On @(LT) Place Arrow On 10 Spec1ol 48 • e4 7 ,e lj;pe © RT 22 RG3 i:4 •30 7 IS II Speo1al 48 . .,,, 24 7 12 lj;pe © RT 23 Cl 48 <4-8 7 Left Side Of De.tour left Side Of Detour 15 ,e ~'-? ~S?: ';"Ji 7 ,5 ~ f',,~•~ 3. Ht 24-Cl 48 x4B 7 !5 'SPEC/Al MESSAGE S/ G NS ., . e5 ~'-r ~~ : 7il 1 15 ~!,,~51 3.!;ft. No Scale 26 Spec1;;i/ 204x48 7 /7 §,;',:'..;': 10.s Ff. TYPE 3-CoNfJT. P.eoJ. F//NO!N~ 10. SIGN I CONSTRUCTION AREA SIGNS CS-1 I I FOR REDUCED PLANS 1 '. ( ' I I cu 12209 IE,023771 FOFIM OC-00-92-PF (REV. 11116) oo_, ORIGl~)AL SCALE IS 1N tNCHES ' I . 01sT I couNTY I ROUTE I To~~tT P~bLJlCT sH~tPlsTH1l~~ I I I I 12 I Ora j I I 21.3122.1 44 I 104 C. 'i) !&,.j .r<JQ ~cf£SSIO,v4{ REGISTERED CIVIL ENGINEER ~ '+e, 5-19-88 /g C.D. Bartell ~ ;:t NO. 10995 o;:; PLANS APPROVAL DATE .. Exp.~ ,t ~ ¾, CIVIL ~._, '£ ore~\.\~ TO ACCOM~ANY PLANS DATED ' 6-5-89 1:7"·1· 21" .. 1 204" ~/6"R I I/ " 3/. ,, ~4 / Ji lilsee 4 T 8" PROJECT FUNDED BY -8"0 - Note I 4"0 I 10" L~ FEDERAL HIGHWAY (See Note 2l =1j3" STATE HIGHWAY 4"ll REDUCED PLAN • USE SCALE BELOW I (See Note 2l -----=-3"0 <F z~' TRUST FUNDS 3,, FUNDS ~ 0 I I :::l t:: '3 INCH~ o_N ORl~lNAL PLAN (See Note 2> ------=----3"0 10" - • TYPE 3 \:1,, I 21" I 7" I 168" ~ . 1:1"·f · 21" .. 1. 7" .. I . 168" ~ I 1{4" r4" 6"R I 1{4" Y4" 6"R it -~-••• PROJECT ff • PROJECT 4 ' 8" 4 ' 8" FUNDED BY -FUNDED BY - 8"0 8"0 -- 48"J_ See Note I 10" 48"-f,,-See Note I 10" - l._ . (Se·e Note 2l ~D 3" 4"0 FEDERAL HIGHWAY (See Note 2l ---;r,o 3 ,, (See Note 2l ~3"0 '1" (See Note 2> ~3"0 -3" 4"0 TRUST . FUNDS -3" CSee Note 2> --3"0 (See Note 2l --3"0 6" 6" TYPE I TYPE 2 ST ATE OF CALIFORNIA .. NOTES: COLOR DEPARTMENT OF TRANSPORTATION I. INSERT APPLICABLE ROUTE SHIELD BACKGROUND-WHITE (NON-REFLECTIVE) CONSTRUCTION PROJECT 2. INSERT APPLICABLE CITY OR COUNTY LEGEND AND BORDER -BLACK FUNDING FUND TYPE AND LOCAL AGENCY SHIELD -SEE SPECIAL PR.OVISIONS IDENTIFICATION SIGNS CS-2 . I I I I ' ' > 1m 0 w "' <> w ' a: ;w .... <( 0 :~ ,.; 1---...> l@m 1S@ I" 1§ "-1~ffi 1"0 ! a: w . ill a 0 w ~ w a: w ... <( 0 <.:i ,:, ,.; > m 0 w "' " w J: " r· I a>;Y77Nv'E -Glk'/13/AIG -G#tlh'N .4/VP J1tirc/l fl/Gl7!VG -G7?/P/AIG .4PP,r/J,<'/#4TELY #t'' l"JaJ# C'fl)GGH'.4Lk: <M#P8L.4&T ALL CZJ#RIC17hG G.7.WR'A/6 A!VP RF#tlY£ .4LL a?#fid'.77AIG /¾YE/4'EA/T #.4/?KERG. I "A-AHEAD ( S -S IGN".1'.:\ \ ;~) ' ~ ~ -·":;.@ ';2f M ,< 1 Vl " U) m =~ = -- I REDUCED PLAN . 1 USE SCALE BELOW LI'....---'~, ~-'~~c""_,::l' \ [:_:. 3 1NCHES ON ORIGINAL PLAN --I _ CT -- ; I --=@ -- ~ -26+ " - - --~ -- -~ --~ EP ~ Es/ ~ z w ~ FOR TRAFFIC SIGN DETAILS SEE ROADSIDE SIGN TABLE SHEET S-1. .. 0 " w ~ 0 "' a: .. ::,,; --z C, .:: C ' l ES, EP, ... 0: C, .. .,, z C -t -0---li5J -->t 0: ... 27>00 628+ . ... C, ... z ... --.;;; --=~= -~ -- '"' -- ::E ... --0: < .. ... C, ; 0: C, ... j :::J < .. ... C, ... ... ~ .. dP FOR~ DC-OE-t2-PF (REY. 1/911) •-I --- .. • . .. """11';; s,; ~ V ~: '., . 4+uu-_ :!,;. ---~ "' ·- f EP-.rs--'~ -- I FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ~ • @ -."" -- SCALE FEET o 50 3 I DIST: I COUNTY l ROUTE I 12 I Ora. I I I POST MILES TOTAL PROJECT 21.3/22.1 SHEETJ TOTAL NO. SHEETS 45 104 D {)R~ .-~~::::-½-:!?:~-~~="""--·,~,"✓-~i~IOk..: REGISTERED CIVIL ENGINEER ) f:" ~~ =='6=-~5-=8~9-~----•lll~~D~ 26:~N~EY \ 1-_::Pa,LA::,N,,.S.:,AP;::P.:,R0e,Vc:,AL,.;D,::A::_TE=------\\ -fl Exp. 3/31 /90 • .,_ VAN DELL AND ASSOCIATES "'~1: CIVIL *'"1:- l?BOl CARTURIGHT ROAD E OFc,..\.,~~ IRVINE. CALIFORNIA 92714 - QUANTITY SUMMARY DELINEATION THERMOPLASTIC PAINT LF LFIS"J • . 'F OBJECT PAVT.MARKERS FIB LF _MARKERS D G H DETAIL 12 DETAIL 25 DETAIL 26 DETAIL 27A DETAIL 29 DETAIL 37 870 DETAIL 38. 790 PAVEMENl MARKINGS STOP BAR 112• W_.J .,.n RRn"'"'N. Cl ,. Cl( DETAIL 40 135 6 032 2 720 4030 570 570 235 720 24 14 - 130 60 30 60 14 TOTAL 135 870 790 6,032 805 8040 24 14 220 74 *s· Broken 12'-3' ** 4• Broken 36'-12' CONSTRUCT! ON NOTES • 12" WIDE THERMOPLASTIC SOLID WHITE LINE. @ -4• WIOE PAINTED BROKEN WHITE LINE WITH RAISED PAVEMENT MARKERS COETAIL 12) WITH ADJACENT 3" PAINTED BLACK FOR CONCRETE BRIDGE LIMITS. THERMOPLASTIC SHALL BE USED. @ -4" WIOE PAINTED SOLi□ WHITE LINE SO FEET • @ -INST ALL THERMOPLASTIC PAVEMENT MARKINGS AS SHOWN, 0- @- @- @- @- 0- @- @- 0- 0- LEFT EOGELINE REFLECTIVE PAVEMENT MARKERS !DETAIL 26). 8" WIDE PAINTED SOLID WHITE LINE (DETAIL 38) · THERMOPLASTIC SHALL BE USEQ. 4" WIDE PAINTED SOLi □ YELLOW LEFT EOGELINE CDETAIL 25). 4" WIOE PAINTED SOLID WHITE RIGHT EDGELINE (DETAIL 27Al. s• WIDE BROKEN WHITE LANE DROP PATTERN !DETAIL 37). THERMOPLASTIC SHALL BE USED. SANDBLAST EXISTING PAINTED °LINES. REMOVE EXISTING LINES OF RAISE□ PAVEMENT·MARKERS. SANDBLAST EXISTING PAINTED LEFT-TURN ARROW. INSTALL DOUBLE YELLOW LEFT EDGELINE PATTERN WITH RAISED PAVEMENT MARKERS !DETAIL 29) . SANDBLAST EXISTING DOUBLE YELLOW LINES ANO REMOVE ALL EXISTING PLASTIC OELINEATORS. @ -INSTALL TYPE L (3) OBJECT MARKERS ON 12" CENTERS. @ -INSTALL WHITE THERMOP-LASTIC CAT TRACKING IDET All 40) PAVEMENT DELINEATION PLAN SICNINC l STRIPIN0 PLAN SHEET 1 -SQ0[26.201]PF• 44008 200;!1 12:-/1Yr87 15•09 / 440.Cll'-1 I - - \ \ \ I I I l I \ ,, 1-f/5T/#G R/W ---+t+-------4.'-1---------______ ,,__ ___ ------------------1 1---------------' \ \ % N "' 638•00 .L -n -1 -- . -J £P /ES l ~ " -~ <>'tt•OO f-~ ~ -"' --~ "' f -- \M oc-OE-92-PF (REV. 1168) ·- ' i i SA/v'll'J .4N4 ~ ~ I \ ~ --I ,~-, .. ~P\-~~ I.;! , - ~•oo \0 I 0 '"" '"" u.,.u+uu ~= ------ ---------- ~ /Z' B/K£/Y,4V --c-CdHCA"~TE B,..,.,T",;./;.,R \ (]) TRAFFIC SIGN DETAILS SEE ROADSIDE SIGN TABLE SHEET S-2. I -- ! ----------------------------~"------ l i ~ ~ "' ,-650""00 ~.,.,, ,,. -,,. -12' ' f -- ,649•61.3\ . :0 IIfoF -51•00 /GO --~--------- ~ 655•00------G56+00--'$:-0/1ATCH ~1@2•00_-~ 6 1 I" EP_, ES/ ------'-'-------------_______ ___:____.:.--=-- l FOR REDUCED PLANS ORIGINAL SCALE 1S IN INCHES SCALE FEET 0 50 l SF 84 84 I DIST. j COUNTY I ROUTE 12 I Orn I I 21.3122.1 I 46 I I 04 REGISTERED CIVIL ENGINEER ') t@~1 Ii ( D.R. RAINEY~i 6-5-89 c11~-=e,~A"N°'S-;As,PP"'R~O-V-A~L~DA~T~,-----·II \ No. 26361 1--''-"'""-C:..:..:::::~=""------~,---~-3/31/90 ,._ ~ VAN DELL AND ASSOCIATES .J>'-f1: CIVIL ~~,.,_ 17801 CARHIRIGHT ROAD r OF cr.\.wi:i IRVINE. CALIFORNIA 92714 QUANTITY SUMMARY THERMOPLASTIC DELINEATION PAINT PAVEMENT MARKERS LF • (4"1 7200 7200 LF {8"l LF 160 160 t= PETA/L /2 OEM/L 25 """" L?EM/L 26 L7E.W£ 27/1 ~o .OEM£ 58 j'#i£ME,f/J"m;E;II$ 3 LMt:'d"EA/ &ACK 77.;:o TOTAL EW40 NOTE• *4" Broken 36'-12' REDUCED PLAN7 USE SCA.LE BELOW \ I 2~3 I I ::1 ~ lNCHES ~N ORLG1N~L PLAN SF A AY C a G H /.54 -65 /8 -------15 -------- -- PAVEMENT DELINEATION PLAN PD-2 I SIGNING I, STRll'lllG l'LM SHEET 2 -590C25,20\ll'F• 44008 :2004 12-11 • .-ar !S•SS I 440.0.,1 - I I I I MINOR CONCRETE DIST. I COUNTY I ROUTE I r&f.ar ~er ISHr,i)ET I ~il4~ PLACE A.C. DIKE METAL BEAM GUARD RAILING (WOOD POST) (MISCELLANEOUS CONSTRUCTION) t:;ONT'D ,2 I Orn I I I 21.3/22.J 147 I 104 ~-r;s;:-s:: L-,. C-( -?,-A-fl otJ 1'0 ?1'A-r10N ,b .., .... 1.-oc.-AnoN. \>~~IO,t-1f is o~t ~ '(~MliJAL-REGISTERED CIVIL ENGINEER -rypi;; "C-" sueno-rA1... '½".5 ~a I~ :r..,3 .. ~E::tflOI-J ' 'i, "' -" I: <( ~ /1 D.R. RAINEY ~ 5;.2-,'c.,: i:.,z-,.14.t.,0 P.::.+! 4S'l--f. ~3•21,.,1 Pc.Ii IIZ.. «>s\i iw1 r PRIVEWAY!'> 6-5-89 ~1 ~-26361 1~ 1.-0C-A-f IO 1-1 .., ~~!?: kl PLANS APPROVAL DATE ,o' !cf. t,2.-,, 11.u. PCH ".z,'R-r. .,;1o,z.+.2t.. f'<-H 112-~~ fYf'I': 1\'f'I': [)!;I'( <t. 4i3' L-f-i,¥/-,.4/D,OO pc.~ 5.4· • ~-3/31/90 * - U! ~ "<i ~ VAN DELL AND ASSOCIATES .r~,. CIVIL ~,>t-4';' Rf. t:,?') ,8,.9~ P<-H ,W' l<:f. ,:,,io,0$'.~ Pl-11 Zo :i:"' r; C, Ov/Y 4. 4B' J<!r', fo?l'•OO,W Pl!-! M· 17801 CARTVRIGHT ROAD E OF C~\.\\I)~ 1'0-fA 1.-2-44-L-f li:A ~ E<A l'Wl' "-4e.t,?/ L-1'. t,41, 10.= pcH 4o IRVINE. CALIFORNIA 92714 1''1'Pt ~1:-" i'A~1'Rf aiANN~L. ~/Ou! Pt.JY ~ 5"2' l-1', G,5(,.,."2,oo 1'c.t< (,,,i 73' ~ '2.,•G7,B/3 Pl-H 5"0' ~ tz')<ll,7/, FW !>4-4 ~e: &Jt1p.!4 ,APl"F10ACH .. is I I I I PWY ~ -,5' ~7e;'z-J C$"'vJ en,~.,, ~-e t>R. ~-" 55 L-1: Mi,+Zi, Pl-H ~.U'L-f. '-'0•2.4.:U. Pl-H 4qq N\./ !1Rll7af: Arl'~OAC-H (,,t.,f I I I I i3U? F'AD 0 ~,s' Rf. "32• 1-+. i.,o fl'.H 4B' ~-~s,en .. ft.ti "~ ::,A>-111\AIJA ~11//:.11. &RI Pa-Ii:-5~'R:f, fD21~7':'.llflPll-! 1'0 f3"/i!1'."z~.,.4'1.e& Pa-1 t5.4->-w "' ~ 40' l-1'. t,?,?•2t..l'I P<-H -16' 1-1'. (,,9 <3ll, ~ Pc.;t ;i:_ &~176'1:: Af'l"~~H 1,,2.~ I I I I SIKE fRA11.. 0 w t,o7 w ac "' w 46' R1'. ~, 1:2.,71., Pt.H ,!q' ~ "?,9' 13?. ,, PC.H ~ IJ\,/ J;r<,OuE. A,"J"li't)A'.:;H 625 I I I I ~f~l~Ol'1AL6ER:f Q-\4.NIJ~\.. e,i:.,p,..e, Z'l.8 5 ~ w CR.0.SS G-£.11'1'~f. ac 0 -fofAL-2?/')~ w >--'(yp;; •e,· .'fo"(AL-. 2SO 4 4 4 ~Hoia:. PF/. /l<f :SHMM tf ~-r, 4.S " 0 "' <.; 77.05 flf.'i'-li?4.38 ~KOOKHUR'l'f53'/?f./i,J8./'J3. 3/? PCH 55 5"AJ'l.WA"'( ll:i "' COl.11-J£CT'IIJ(:,-f'Ctl ,f ~i, !7R.. "' •--fofN-55 2.?; '>->-MINOR CQNCRETE PEJ7EGTRIA N RAMP al"' "' j@ 0 CHAIN LINK FENCE (TYPE CL-6) (MISCELLANEOUS CONSTRUCTION) ACCEe;G TO BEACH PAl?KING !IP OF WOOKI/UR.C/1 ,;:r; w ::,Z " uQ () TOTAL 444./i, ~"' w 1,.0C-AflON L-1' /.OGA1'.101-l C-( <tw "' uo () ,, L-1'. o, 51 f11,A1c•o"-ro 2S'L-1'. 2.•23'f/(AIL.•J7" 175 -fYf'!e. AZ -6 CU R,E, Aflf.1'o I[,{ Div'(. OIJ $EJ$HOR,E: Pl<-CMVP._. = ¼ 4e' L-1'. .:o,'\l,G,l,o3/'!:rl fo <le' L-1' c:.,\1,'\11,03 f'i::tt 1.9 G,?,' L"I'. (,?,Zti,OPC:.1-1 1'0 &IP' 1-1' G,?,S,S5 Pc.H i,25 48.Dl'L-f_f,4(,,•44,.0!> F'r-H fo 46.4D'l,f.l,4(,• q:.oo p.:.;l 3.1 "' 48.06'1.:1', .,47,zsa, fti-1 ~ !,2.' L1'. t,5O+34.oo f'<:H I ':I.$' w w ~ -(o'(,A L. 83¼ ~.' L1'. t,,o,"/0.0:> PCH 1'0 ,z: L-1'. (,!f4•4,0.oo PCH ~ z 1.-,.,,, a ~ ,iq' lc'f_ 646 + ~S: ~ f'CH 1'0 5i F<;f (.64. ,hi,O .oo Pc.H z 51. I w >--" ·1'Yf'!= AZ.-{,, ct.11$ () w ti.: 0 ~ 5o RT. "21<7\l.fe PCl-i 'Ji' ~:,' R;f =.,.4",66 f'o'/i /O,O "' PLACE ASPHALT CONCRETE -REDUCED PLAN ~ =J-\OR.f: ~t.UL--pt·;Ml-1014' L-f. IOC>-t~i44 ~fl:)~ IZ,4 (MISCELLANEOUS AREAS) USE SCALE BELOW 1-YPE: Al -G, WR.I, 0 I 2 3 t:: I I ::.J L-OCA'flOt-J :SY ;Zo.!i'R.1'. I •52.,?0~UMMlf ~f. f.o ':1'R1'. I 62.00 :SUMM1,-::>'I: 0.1 3 INCHES ON ORIGINAL PLAN I Ol'f:R!> I Pio PRAIN -rypi,.e,1 wR.e, 5?,' Rf. u,,12.as p,c,.1 ' M&DIAN l.!-IR.f> -,21 ->Oe,.00 t'.:.!l 1'0~.M'o 1"£.H 12.0 z 0 ,t L.1'. .:02~ •'P p,:.H ' Ml!lDIAN~l'.fj,-651 +53.DD F'?H"Jb 654 +G,0,00 ft.ti 18.!l i:: "' l~LAl-lD PAYI IJ6r :::ii DE;WAJ..1£5 ... = 0 G,21 • oe.oo Pc.H -fo G,Z3-t07.CO Pt.H ~-r, (,?>'1•(.l.o?> Pc.H -ro 4S' L-f. (.5';);-,/, 03 ~H .. = z.o .. z "51 ,,s,;,co PC.H -ro u,4+ .,o.oo F'CH ,tll.Dl'L~. GM,f--44.0J ltH 10 -48.40' U: "4(.,;-,t.oo l'CH "' 2.30 z:1 = ... AC ... OVH'LAY 46e&'c.-r. 1,41,11>.oo kll 1'o '52.' c.1'. i:.5o-t!14.<X> P~ 17,0 0 ... M'O +G0.00 PCH TO &20+/0.00 PCH z /Ola oz' L.1'. (,50•':!0.COf'C.J.1 1'0 5t: t:f'. ~4~(,,1:,.00 f',::,.J ,45.4 w l',,!i4 + .W. IG PCH TO 034 +79.16 PC/-/ 231 ,i,,' R1'. &,4/,-t5e.'\l!ll'~ -ro 53'1{1'. ,:,,,-.,p.:,o.o:, PC.H 11~.1 :; ... g' Rf, l.,.4z_1,:z. :>~l'IMlf ~f. 1'0 <1'fl'. 1+$2.<X> ~M If~ = "39 ~G724 TD /00-1-47 44 GEAGHORE PR. /2/i, O,(o "' .. w 0 9+24.38 flROOKHURST TO 6/8+13.39 PCH 63 14-' Li: qq, 74.14 :Sl:i6HollliPR 1'ol4't:r. /00.-47M-:,Bolt>i1! 5.0 TOTAL 968 '% RI: "'21.>7':1,!W, PC.H <o !>"?'Jf'(, r,,7-5 r4-,.88 PCH '"•fl "' CDN:(lt,UO~vMH ~~WA',' ~IN/, POI ~~tl Z.1 z = 0 SU !!,'(of AL. ,:s&.5 u SUMMARY OF QUANTITIES ! .. " Q-1 I I FOR REDUCED PLANS 0 ' , ' I I '>C-OE-92-PC !REV. 1/811) .,_ ORIGINAL SCALE JS IN INCHES ' ' ' ' 1-- - -- - - I I I ffiROOKHURST ST-+1 • 1 FOUNTAIN VALLEY+ I '4 MI 6 KM I I I I I ~ \ L ,c:&A'/ST//W9 R/.11/ ------------<----------------------------! ~L· ~, ______________ _ I Cij s1e+oo =: s19+00 s20!'"00 I \ 621+ - .,© 622•00 ~' ' ~ 0 23+00 ~ , -- FI EP -1 ' ' ' 2 ''® --~ -- sg4+00 26+00 0.,, 0.,, , ---- ES " j 1--------------.J--• ----------,---------------------------- (!) .J __.. TAL8£Ji'T BR/Mc -•~ -i _, "~ PAC/Fie '---'@ COAST 28 ... 00 630+00 631+00 , -c- 632+ 0 ' 1-116~ 633+00 ~" -34+00-'35 ,. FOR REOUCED PLANS ORIGINAL SCALE LS IN INCHES --- •I ''® 636+00 Q.., '"- f' --·- jM !>C-OE-82-PF !REV. 1188) .,_, I I I k sj ~" ~~ ~~ ~(q ~ .. ~ \\J I ½ !;, ~~ "-½ ~~ ~~ ~ CODE SIGN NO. = I """'" 2 Ml'/ ~ G7 0 GB ,,,,.,, (5) R7 -© R-:M 1-- 7Y&.h' n'/"&£ 171 I I DIST. I COUNTY ROUTE 12 I Ora 21.3122.1 I 48 I 104 REGISTERED CIVIL ENGINEER ~~OfESSIO,t.f( ~ ~ ff D.R.RAINEY ! cc'6sc-c,,5'-c-s'Sg9=-=~-----ll..tr "'°-26361 I"' PLANS APPROVAL DATE I I-'-=------====-----~\'· Erp. 3/31/90 ,.. I-VAN DELL AND ASSOCIATES "'~1: CIVIL ~~ 17801 CART\JR IGHT ROAD E" oT"rj.1,,\~,;:,~ IRVINE, CALIFORNIA 92714 REDUCED PLAN , USE SCALE BELOW I I I 0 I 2~3 \ SCAlE 0 FEET 50 ROADSIDE SIGN TABLE SIGN STATUS /9-REZOC'A?F EY/ST/NG' S'/6}¥.S' REZa:::::4TE JQ'/S?7NG' S/G'AI SIGN SIZE " " "L II "D" C u H II z:.tr ,?/.6"' G!.tr 6'',!1" KE" z~~ l'-t> 5!z· f;:.z~ 4--~ 1t..;5" ;!r .;!,'-tr 3'-()" 11 S" ml'TAL POST LENGTH WOOD POST ROADSIDE SIGN LEFT RIGHT swGLEl4"X4~ 4'xsH I POST 2 POST I I I z TOTAL ! SIGNING PLAN I s-1 RDA:ISIDE SIGH TA3LE SHEET 1 • S9Dt2&.201~1'F• ~;ooa 2008 IB•Au11·87 09•16 0 >-w a, [!! 0 w w "' [!! w w ii' "' 0 ·" ' ., "' <.S ~ ,l: "· a,. '.Um >-a, ~o 0 ::Sw w ~z " lj~ " JO) w -<w :c oc " .. • w w ~ z oi z ~ w ~ " (); w ~ 0 ~ "' .. z ,0 ;:: <C ii: = .. "' z < = ,_ "-= ,_ z .... ! .: < .. .. Q ; = C, .... ! ~ < " .... " "' ,- -~ .. It I I NO RIGHT I "'" ~ bl] ----------------------------..... ---------------------1 1:! ~ ~ C1 ' cl:,~ ~~ ~~ ----------------!---.\----------------------~.------------------ ,0,4CYRC' COAS'T h'/&#NAY 637+00 ~~ W:-1: ~ ~' ,T 1-----, '-------- Ji c:; • 639+00 ~~ ~~1-1------------- ~~ 640 00 641+00 642+00 643+00 64◄+00 645+00 646+ • • --' \ , , ~ CD r , ,~ • -~ Fr • -~ • -~ EP ES' ~ ROAOS'/0£ S'/6AI T.4BLE k'EY ~I ---c?--REMOVE AU EKI.S'T/NG' ~ ~ / rz'.AS7i'C ORMl',f"AT(?RS ~! ------~.--------------------------,-------/ ' . • 19lltUGHLANDI I - C17AST I REDUCED PLAN-----.i USE SCALE BELOW I I t: / 2 3 I _____;;,;es ON 0R'8IN,~ "-'N • :.:i Jj I DIST. I COtR-.ITY I ROUTE POST MILES TOTAL PROJECT 12 I O,a I I 21,3/22.1 y?.OfESS/0114_, ~ ~ ' ~ REGISTERED CIVIL ENGINEER ' § D.R. RAINEY ~ ~•~-~5~-s~•~--------01"" No. 2@s1 S 1--'P-'LC:AN;::S'-Ac;P..cP.:;R:::O.:;VA;::Lc;D"A;.cT:_E _____ 41,_,. &p. 3131190 ,t-- VAN DELL AND ASSOCIATES 17801 CARTURIGHT ROAD IRVINE. CALIFORNIA 92714 \ SCALE FEET 0 50 ~N 647•00 •oo /7 PAC/r/C(i,j) ~~i ~ , '<-..;.--_-'-________ :__"'----____ ..:.'---------.---~~-------RO_A_D_S_ID~E_S_l~G_N~T_A~B_L~E~------,~---- -., CODE SIGN SIGN STATUS SIGN SIZE • • • H • u E• n s• hm-AL POSTlENG'TH 'MXlOFCS1S ROADSIDE SIGN '<J ~ ____ .:_i':_ __________ --NO. 0 L • u o• C LEFT RIGH 1S"""'11 4"X4"4"X6" I POST 2 POST ~ 1----,-'------"'i ~ ig) RELtlCAlc E,Y/ST/A/6 SA9A/ =so® ''----------------------------------RELOCATE C%/5')7#G' 5'$AI' ~OCA7F E)(/ST/A/G' .$¼SW -,t-REL4\'.:"ATE <i.?'/S'T/N6' S/6'AIS G9 l!i "'"" 1h OFECIA 17 REL.OC'ATE E-Y/ST/A-t 5'/61-V G98 ~ ,.,,,,., --7'-0"-- G7 " I R7 R7,4 @) /H5TALL A/EW I 2 ITOTAL ' ORI,! OC-OE-112-PF (REV. 111111) •_, I FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 ' ' ' ' I I SIGNING PLAN I s-2 ltO...OSIDE SlG!ft-UIL&/$~t4 --·bDC211r20~MOOlt.2001 IB-Aor87 011•1!1 / 440.~1 f-- I I - - t---------·--~ t ~ OC-OE-90-Pf (REV. ,nun PROFILE HORIZ. I" ~ 20' VERT. I"., 41 : ------------------.... -- ----------· I 20 0 20 40 SCALE IN FEET __ -_-:__r·: ---------·---- ·--------+--------.-.. -.----~----:_ --.. ---------··-· ---------------- FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ' ' ICU 12209 j EA 023774 I DIST. I COUNTY I ROUTE 12 I Ora I 21.3122.1 I 5ol 104 REGISTERED CIVIL ENGINEER '?i~ON,4 ",,--------:{ ~ "-1: "· ~~=="~ \' ,"' 6 _5_89 <5,~D.R. RAINEY $. ~~~=--~-----"~' No. 26361 ';;:; PLANS APPROVAL DATE I i-:.==a..:.====-----11• Exp. 3/31/90 * - VAN DELL AND ASSOCIATES CML "'41: ~~-'t, 1780 I CART\JR I GHT ROAD E o, c~\.l~'i:i IRVINE. CALIFORNIA 92714 ClTY OF NEWPORT BEACH, APP~D,.fQR~e"ILITIES• ~L 3/22/U CI'IY ENGINEER DATE REDUCED PLAN USE SCALE l BELOW 2 I 3 INCHES ON ORIGINAL PLAN 3 ::.J If/ALL B-2 £EE S#fRJP /f44LL B-2 5EE5HTRa p,--·JV//Li B-/ F/N/Sh"EP %'Rn1CE ?Ch(----.. @) -REFERENCE DRAWINGS ITEM TYPICAL SECTIONS------ GRAOING---------- DRAINAGE---------- SlGNS ~ STRIPING------ SHEET NO. X-4 G-4 0-2 PD-2 ,R - 1 !RETAINING/SOUND WALL LAYOlH PC!! RH, 11"1.L/SOUNO \/ALL PLAII S!tEET I• 1J7[26,201lPF• HOOS 1107 02·1'1<t,·6' 11•3& .I 4,48.0l--t ~,,,. -.t.., i __ ..,,_J.,:,.,_ ~ .. w w )\) z a ~ z w ... " -.._, w "" ~ 0 .. ""i .. Emb. -~-..... _,, .. .. "'" . - I PROFILE HORIZ I"" 20' VERT 1°•4' I "' 0 -SCALE IN FEET -........ , ' ___________ ,,_,,_ __ _ -.. , __ ----= _-_- I 40 DIST. I COl.t\lTY ~ ROUTE 12 I Ora I I 21.3/22.1 REGISTERED ClVJL ENGINEER , CI,Y OF NEWPORT BEACH. AP~~e .FACILITIES•S/22/1 0 CITY ENGINEER DATE l REDUCED PLAN USE SCALE BELOW 3 INCHES ON ORIGINAL PLAN I 2 ::! I J REFERENCE DRAWINGS ITEM SHEET NO. TYPICAL SECT IONS X-4 GRADING G-4 DRAINAGE D-2 SIGNS & STRIPING PD-2 . -.. - I R 51 104 - ,__ ,__ 2 I FOR REDUCED PLANS I cu 12209 I A 023774 I __.::":::'::"..:'::'-::':.:'::-•::'::-•..:·..:•::"::'.:..· .::"::':"__:::... ______________ 1._ ______________________ _j __ o:::"::'":::'::"•::':...•:::c:::•:.::':'.::":..::'"..:':::"c:::":.::':'_.,,',===':'====="' '====c!i_--1..-=-=---=-=:..::..=. _______ _1...:E=.:_:..:::..::...::,,.:_.:__-1.:,R:E:::..:T..:A~l.:,N~l::N::G~/..:S::'..0~U::N~D:.._~W::A:L::·.'.:L:_.'.:L:.'.A::Y~O::U~T_j_:.,_' PC11 IIET, 111'1.LISOIJNP W ... 1.L Pl.Ali SH£ET 2 -1:37C26,201lPf• 44008 1108 02-Mor88 11•42 / 440,08-1 i fil "' u w :I: u. "' '\> t ' " ri I ~ I I' I ' I St■llon '"· Exe. Yd■. Emb. \DC-OE•DG-PF 1REV, 1/86) "'""" 4.G'RD" W/ G"EA/C,45EHbW 646 TYPE..217(C I ·-2+00 --·--· -·--------> ---•---~.,_, __ ----' __ ,, .. __ ----"" --------··· ------···:-T ,.,,,. __ :_~ _ _:_ ,-- -------·------___ ,,, ___ --- PROFILE HORIZ. I" "20' VERT. I""' 4' FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES -----· ·----------·- 0 20 0 ,o 40 SCALE IN FEET ____ ,, _____ ,, ___ _ ------.,, __ _ cu 12209 EA 023774 POST MILES DIST. COUNTY ROUTE TOT AL PROJECT 12 Ora 21.3/22.1 u.0~~ REGISTERED CIVIL ENGINEER .5 6-5-89 PLANS APPROVAL DATE VAN DELL & ASSOCIATES 17801 CARTWRIGHT-ROAD IRVINE. CACTFORNIA 92714 .CITY.OF NEWPORT BEACH, APPRO~.D_ ~O_R&Jf.lPCILITIES• ~< :S/22/H CITY ENGINEER _ Di;\.TE REDUCED PLAN l USE SCALE BE~OW I 2 3 I I 4 3 INCHES ON ~~G:~L PLAN ---J REFERENCE DRAWINGS ITEM SHEET NO. TYPICAL SECTIONS x-4 GRADING G-4 DRAINAGE D-2 SIGNS & STRIPING PD-2 SHEET TOTAL NO. SHEETS 52 104 R-3 RETAINING/SOUND WALL LAYOUT !'Cl! AET. VALL/SOIIIID VALL l'LIJI Sl!EEt l -l:J1tU,20!Jl'Ft 0008 1112 Cl-tta,•H 13•43 / 440,«11•1 I I I ...-.--..-----.---="" -,--,-------------'------,,~-mN"C""""'r--r--\----r~.-,::-----j,'-r-/-r----::-\.---I '°"'":::J"TT/' I.---,\\--.,,""'_\~\-:::--,-_,;, ___ -: ---::-_,\,..__ -__ -/-/~--,--;-\__-----'-11ST. 00lNTY ACUTE n!m'~l.!l!.!AI. , I / I _ _ 12 Ora I 21.3~ 104 :\ • ,;,u'--o' ~-I'- " 111VF ... 1TA [l DELTA RADIUS LENGTH TANGENT [Al 12"11'2S-94-00 20,00 10,04 Q ► w "' ., G'i Q w a: ~ w w !;;, a: Q I'!-! :.~-j i"{ '~- , d> ► w., ., >-Q Q ,:5w w :5~ "' '-' -'"' w ,<w :i: -:OO '-' .,_._j_" _, __ ,,____,.... ---+- t. ----t -----j: ,_,.,, __ _ ::t ·-· -__ :_J. _j _ _J__ :-r--- : .. : ' ·_,-.,, __ : __ ; - -____ ;·_ l FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ~ =:j .j -r -+ T 3 _;___j l --- --~~-~ -j: . -~ .• . .,.' - REDUCED PLAN USE SCALE BELOW I 2 I f 3 11'«:HES ON ORIGINAL PLAN -------,---------- __ ,,_ ~ -·•·--_-···--':'·I ~...x-....... :t~ ·: :__::: __ 1:;~~L:_:.-~)~(\."-.-~~-1. ~~-;~~l~~-:;::--~i~ :":+- ~ ·crJYRE=75A.IK'i:7:tf/lWNG= W'.if-ll ''i'-/1 11,f_(JD. :J -+ : R-4 I cu 12209 I EA 023774 I BIKE TRAIL RETAINING__WALL 'REVISED BIKE TRAIL ALICMl1EMT, 20 SC, -486C2lh201lPF• 44008 1321 21-0..-88 11•45 / 440,08-1 "' " C w " ~ " E'XCAJ/A?'E" NAT"/V,!; ~/L AN.O R'E.P'LAC,6'" W/7'",N r/LL, EJ'RI.NG"/ON ,W_t:¥"",Y LE6G ,7.Z¼"# zo,<' ~NO Et?LIIY4LENT GPEATER T.Y.4AI /G >. ·-~-->-" ·:: C27.J/P,4CT 7l7 ~.:'H.4.,Y.~/7,.Y • •.•. _ _. ... ".C -· . .5".t:"6 OE.7,:.,.,'/L ri; T#~ 5./2--"'C:ET 4--P.!=~Ft?~Tl=O ~,+'5p. 4t:) P.YC. P✓P.C. s~a--e 72, .O,.f"'-4/N. PCNC-✓A!!J;ffTe li,,'.,,,YLL eve-RY SO'M/,V. ,'1NP RT LOiV e"N.O TOP Of WAU ELEV. SEE PROFllI t:)~ ~Pt: INSTALL I C.F. GRAVEL PER l. F. //Y.S~U 2-Z'{ZJS:::WEP. 4& .P.YC. 5L€EV,e;'bDEu::MV <::J".eA'Pe. CVT ,a,::;F,Zu.S',,1/ ,J,Y'/rN SdrH "91CEsa,,:-.tHH'L.L.. TOP Of SOUND WALL lRANSPARENT PANEL PER DETAIL SHT. R-8 7,P4\IGP.4.PE /VT IMNEL /'£.PG/IT R-8 mP.::V-sov,vp WALL ELEk -Se$ ,P~L€ 4' s.!:G P~ ~ LLICA'T/1:ZN. TOP OF SIDEWALK 07' :# Z Tl£ § VERT. BARS 5 a?NSTA"U:7" e::rr'ANS/ON ....WN-'3" /N ~NRY A.NP a:JK"..e-crc ~/N/N4" w.,,,L.6" ~ ~:,;;i;,/£-S ~w....v a,v 5N'EE7 R-6 A'T '3'0' ,,,:,vrc.-ew:,,,;,,cs: C0/4".:S"".,?;r°UL"'T C'O.,V~//OV c/a,,,VT.:5"'" .Pc=R S7P ~A'....V .B&>-5,. .4R/..c.tS'E ~.W/L 3-C.,AT 3::::J' /A/T.5KYAL~ ----in:aP ~ ~NP l#rll E,Ev. -.&££ Aftao'/4:'..C 7,PAM>mRENT ,P,t;V,a ___ Ii ffRllm/L <!WTR-&' L.4YO!/T L/NE *' E-YP.41\1&/t?# ....0/AIT- H.4leRl.4L ~ REINF 5"6"£ ADIE Z #6 @ 1;2" #4 @ 12" LONGIT. I #4 @ 12" TOP OF CONCRETE ----BARRIER ELEV. - SEE PROFILE -LONGIT. FINISHED,GRADE TOP. OF FOOTING _ EV. -SEE PROFILE O" J4-~~l---_-:__-_ _jjA~--...J..!Z!:•,1d~ IQ!:£ tW:'7'.= I TYPE I N.TS_ Ra0 ~ ~.P JJYAILL £,eY.-SG£ ....,...,,.<c SANDBLAST EXPOSED SURF ACE MP NA'~r¥A"'Y RET_,,,,.,v),v,:s ~LL -sec: .,..q,f't1F/L,E TYPE -szn NJ:S 8• 7 r __f VARIES 2"7r:J__ TOP OF SIDEWALK ,-? 2' -811 1o-T. 3 12 '--'-'lr'--- 2-14--~:J....J/ t!.A'~ .:::'AV& 1-+.r----8X6Xl6 SLUMPED BLOCK ==~;.;.-;.;;.__::~h4---l4 @ 30" LONGIT. (TYP. 8" SLUMPED BLOCK) /'""!§~j._--#4 @ 18" LONGIT . ..-rAR F/Lt.ET REINF. "Y" 5££ ,4IC#E,!:-I 1-1/2" EMBED 1..L 1211 #4@ 12" 2'-0" TYPE pf p lII N.T.S. (TYP. 12" SLUMPED BLOCK) 12X6Xl6 SLUMPED BLOCK CN/S.Ao'EP ~ n:JP' aF ~N<f GLt!rY.-SeG .AftS.r✓C:.C #4@ 12" LONGIT. I.NC'T.€" ,..5<U,.✓P ~VT A'C.L Cc:'LLS 8CL"..CW' F/...V/$H£,O 4,,64PE. J ~~~~::,;;.ti.,..JV~<W£ F/N/SNEP 4-f"'"A"'..e:l:f". MASONRY RETAIN ING/SOUND WALL CQNC RETE BARRIER TYPE 27A {MODIFIED) NIS ~ ~/~ I 1 REINF. 7"'7,'a,& IV-'LL.. ELEY.- ~CE,P,/PO~/Le #5@ 12" LONGIT. EXPOSED R:l""'d""~ ,e~/N/M$" wA,L £LeV-5EE ~/C:.€ SANDBLAST EXPOSED, __ -!'! REINF. "X'''-'-_.}HI 4£1"...WAGIOIV LAYOUT J.?l.47"" ,#,4i'Ffi,4L LINE S/A=.HoU"Lk 12" LONGIT. FACE ~E .M::77E 3 5"£E"""77&Z"l :r'/.,Y/..SHEP~PE I -,-I-~=-'/=~=== :=c!JJ!=.t--: 7~ C,t. EV -~ E P..«::t-9.::..£ ~ 4 @ 1211 LONG IT. , 2'-0" L---m,, 12' O* A -O SEE N'PTC I TYPE II NT.S. SURFACE ·:ff:4 @ 12" EACH WAY 4.5' REINF. TYPE N & JZ N.T.S ' STEPPED FOOTING DETAIL HEIGHT OF WALL RET. EARTH . TYPE MIN. MAX. I(B) 2' 3' I(C) 3' 4' ·II(B) ··2' 3' II(C) 3' 4' III(A) --3' III{B) 3' 5' III(C) 5' 7' IV(B) 5' 7' IV(C) 7' 9' V(A) --4' V(B) 4' 6' V(C) 6' 8' WITH CENTER KEY EINISH SURFACE N.T.S "A" 1/B" 8' 9" l' 5" 8 '-4" l' 5" 4'-3" l'-1" 4 '-5" l '-211 3'-6" 1 •-311 4•-on l '-6" 4''-811 l'-10" 4 1.-111 0'-6" 6'-2f, 0'-11" 2 '--:---5" 0'-6n 4'-0" O' 6" 5'-5" 0'-:-7_" 2'-0" IIC" 6'-4" 5 1-11• 2'-6" 2 '-7" l'-3" l'-6ff l'-10" 3'-5" 4'-3" o•-11~ 2'-6" 3 '-10' DIST COLIIITY ROUTE POST MILES SI-EET TOT AL TOTAL PROJECT NO Si-£ETS 12 21.3/22.1 REGISTERED CIVIL ENGINEER 6-5-89 Pt.ANS APPROVAL DATE VAN DELL AND ASSOCIATES 17801 CARTYRIGHT ROAD IRVINE, CALIFORNIA 92714 54 104 CITY OF NEWPORT BEACH. APPRO~~LITIES• CI'IY ENGINEER :S/22.IH DATE nORSEs REINF. REINF. OF 12" REINF. "D11 "E" BLOCK "X" "Y" nz11 -f:5@12 11 #6@12" ----#4@12" --#4@12 11 ----3 15@24" #4@24" -----7 f:6@32" f6@32" 1•-10• l.2" 11 ; 15@24 11 #7@24 11 3'-5" 20" 14@12" f.5@12" f6@1Ei• 4' 8" 28" 14@.9 n 16@9 n 17@12" 0'-11" 9" -14@12" 14@12" 2'-6" ].SIi #4@12" 14@12" 3'-1111 33'' 14@12 11 #6@12" 17@16" 2 1-011 "'fT , wrm EDGE KEY ORIGINAL GROUND SUREACE --EINISH SURFACE r-µ~,~.-o-,-!.,,., 2'-0" ~ SEE NOTE 1 ·- NO KEY CONCRETE RETAINING/SOUND WALL RETAINING WALL EXCAVATION & BACKFILL 0 I FOR REDUCED PLANS O 3 i-1'_.,_,._.,_-_"_"_'_'·-"-"-'-•_-____________ .J_ __ -,-_______________ _J__:,:o•:::••:::••:::•L:..•::c:::•L~EC:'"::.':::".:::'"::::c•:::'::.' __;===:!:===±===:e._....LC=-:U:.._:1:_:2::2=-:0:._:9:._ _____ _j_~E'.:::::A'.....:0:.:2:..:3:_7.:._:7_4:___J RETAINING/SOUND WALL DETAILS R-5 i . , ' ·, ' I .) ii ' Ii 0 (l 1ii w ' ~ ., 0 w " w JC ' ·:l ~\ w 11 ~ 1; JC ,, :• ir ',di; .. :l~O 0 :Sw w ::a~ "' 0 1!~ffi w :,: loo 0 I /8.SF.G. /NGUL.£/~"',,t M,€,1;1. ,.._,PE N4'N.Af"A'/,l o:::t,vT/NVOt,S ,z-;#4l?Y.=-- ~-S«BH/7'.GM:2-P • .A&,W/Nt,G ~ ~/• N.fc...E"'S' A"_,.,.,.A't1WL: • CONCRETE WALK 6 STAIRWAY N.T.S. _ALL A-3 _mP'O,& ~~t.. GL~Y ~~/,l.E N.T.S. -=--n,p ~ lftJl/£l. ,E~Y. t':ieE .P.ift2,C"/£E ,.,,EZ#L ,,.._,~ .A,OC,Y'Ae4'/,l ---,-mP~WA~L t!rL...!EV StE"€~/..C€ N.T.S. © • • NOSING 4" H .@ 12' STAIRWAY DETAIL N.T.S .. ·--- NOSING BAR DETAIL N.T.S. #4@ 1211 ~°""4"/TVP/NA'L A"',E"/.N~A"l::""£M,ENT a,,A$/TVP/NA'L .e'.e'/N~MC......,,,.- CONCRETE WALL TO CONCRETE WALL ANCHORAGE N.T.S. / ROUGHEN SURFACE TO AN AMPLITUDE OF 1/1611 J4.o1':--cONcAe<e. N&ILI.. £0/!Af/WPAH.l RC/N~CEMC,.V,r' CONCRETE WALL TO MASONRY WALL ANCHORAGE FOR REDUCED PLANS ORIGlt-:'AL SCAL N.T.S. 0 CONSTRUCT 41' X 12" BLOCKOUT FOR DRAIN. SEE SHEET R-1 FOR LOCATION . . :, WALL DRAIN r p,,t1.,'1"E~ E-r.,.,.,,~.DN .,ld/N.r .F/,t_,1.£.R" A'7 A"'-4'. JM,irU A.M::U.E ;:t:V,.y.n;" 'L OOUTE T~ ~ECT 21.3122.1 REGISTERED CIVIL ENGINEER 6-5-89 PL.ANS APPROVAL DATE VAN DELL AND ASSOCIATES 17601 CARTURIGHT ROAD IRVINE, CALIFORNIA 92714 CITY OF NEWPORT BEACH, APPROV~l~ITIES• aIY ENGINEER REDUCED PLAN USE SCALE BELOW I 2 3 I I ::.I 3 INCHES ON ORIGINAL Pl.AN "22/10 DATE MASONRY WALL EXPANSION JOINT 3/4". CHAMFE TYPICAl. N.T.S. l/2n ~REMOLDED EXPANSION JOINT FILLER AT ALL WALL ANGLE POINTS CONCRETE WALL EXPANSION JOINT N.T.S. 3 cu 12209 P.C.C. MATERIALS: CONCRETE~ PORTLAND CEMENT CONCRETE TYPE II, MODIFIED f'c=3250 PSI@ 28 DAYS. REINFORCEMENT -GRADE 60, DEFORMED BILLET-STEEL BARS CONFORMING TO ASTM A-615. RETAINING/SOUND WALL DETAILS R-6 EA 023774 1108 -486t26,201lff• HOOB 11118 l4-l)oo-88 16•41 / 440.oa-1 0 L OC:-OE-•o-PF lREY. 1/90 •- REDUCED PLAN USE SCALE BELOW ~ 3 INCHES ON OFIIGINAL PLAN ::1 TYP. 3/4"R TYP .AREA TO BE SANDBLASTED ON PLASTIC PANEL. @HELM WHEEL SPOKES -~ ---ZO i?M OF WDRDUIJ£ N &?TltX1 DF lror1JNE SIDEWALK-EXISTING ALONG PACIFIC COAST HWY. g' G' i 12" l 12"j J 1YP.'1Yr. SMOOTH FINISH CONCRETE. "WAVE',_ THIS AREA SHALL BE FINISHED WITH A VERY LIGHT SANDBLAST. 20•-011=. / DIST. COI.IIITY POST Mil.ES TOTALPfn.lECT 12 Ora I 21.3122.1 REGISTERED CIVIL ENGINEER 5 6-5-89 PLANS APPROVAL DATE VAN DELL AND ASSOCIATES 17801 CARTURIGHT ROAD IRVINE, CALIFORNIA 92714 CITY OF NEWPORT BEACH, A~•1~\W ~CILITIES• ' 3/22/H CITY ENGINEER DATE Z'Wlffi KIM / NOTES REFER TO SPECIAL PROVISIONS FOR ADDITIONAL INFO ON SANDBLASTING & PAINTING PLASTIC PANEL PER SHEET R-8 . .REFER TO SPECIAL PROVISIONS. PANEL SASH PER SHEET R-8. REFER TO SPECIAL PROVISIONS. MONOLITHIC CONCRETE WALL PER SHEETS R~l AND R-5 W/COLOR & 'TEXTURE OF FACE OF. WALL PER SPECIAL PROVISIONS, REFER TO SPECIAL PROVISIONS :EOR ADDITIONAL ·tNFO. ON ·~-~- 'CONCRETE WALL. THIS AREA SHALL .BE "FINISHED ~/A MEDIUM TO HEAVY EXPOSED AGGREGATE SANDB~T, TYP. tl'YPE FACE-REFER TO-SPECIAL :,~ PROVISIONS. EDGE·OF "WAVE" LINE SHALL BE FORMED WITH '4 1/8" DEEP X 1/4.11 • WIDE GROOVE WITH A.SM90TH ANb CONTINUOUS LINE. ' ·coRNER OF MONOLITHIC CON;CRETE WALL ';'l'"-1-~_, F-INISH GRADE . REFERENCE LINE-REFERENCE FROM TOP OF .EXISTING WALK f-,--REleE-ffE:.HCE:fffOM CORNER OF WALL REFERENCE FROM EDGE OF "WAVE" LINE--q _______ _.£.Q. ______ f---___ ---'----'B,t._ _______ 4-EG> ®'SIGNAGE ELEVATJO.N FOR REDUCED PLANS ORIGINAL SCAi.E IS-IN INCHES 0 3 4:0F NEWAJl?T BE.4CI-I cu 12209 RETAINING/SOUND WALL DETAILS R-7 EA 023774 ~"l31N£l £M8£0MENT AT rJMC OF IN.STAUATION~ 6/il.. ANGLE .------ YtlM1N. EXP. Ji. SEE ScC170IJA~ f--+---1 I Yz-Tl<'A/IJSPAIWJT : 1---+--f PAAEL. ( 0 ► w ., ., > 0 w ::l a: w > ... w ~ a: w ~ 0 ~ " \j ;li I I!; ,%• F.H. CHtCAfiO l!OLT'S ' I L_:... __ TYPICAL. /A/-L!AE R:)51 0 liJIV MO/JIILUS SILClWE 8£AP /l)EDPM ~(fVCAKJT_,.17EL!) @""""4VE r,,n,-(2 SW€ AO,,c6/I/E) $.00 I ' ' d/.56~ /.00~ a @'" I ,_ - -Q_i?B" ,,; ' ~ ;'azi,,J/25" -~ . _J " ~L, 31? " '" ./4~ t::'..; _:1 ./CS:. -!!?8' ·--- &ffl I 0.,£ r.a.e:i ---~.Oli,Z-1 :See WAL. ft.JW'S FOf!. 1.£1J6rH Ol'-£N!jl~ 4.00' i Posr I :3JX/' rYPICAl C00Ve~ R:JSr ,-0/.56" {£J a::M/17A.UWS ~/CAL PMEL R£"7.<f'At.ER (M:J,r:,,,jfp Ar IJl:J77ZM-f !""OE' .5JZ5P' /N .@:""l"ZJeV ,VA/,./..5.) n,,'".cL,i,£55 ,4,\l:J FA$~ As ReQt//K'EP 8V £:£5,tSw'. . ii1 "' ' ~ ~ " ··~-++-----e f 050/i' ........ ~ R 02-5· ~ "' /.OX)~.03? I I I I i I --r:·. ~ ;(~ /1; -y __ __, _j_J, oo 5£CTION A SHEET TOTAL NO St-EETS R21.3f22.l • 57 104 •. :.l PANEL RETAINER NOTCHED AT 6" STEP WALL STEP SEE WALL SILL REGISTERED CIVIL ENGINEER DETAILS -ELGV#TlclN ~S/LL .......... s;. __ s~;--~--~=--VAL ..... D ... A ... TE'-----... , 3X5. 7 6AtV ..sT-ftCnt.e!L ,t',!;TURN W4u.S / S/LL .4M:'rit1R" ,STl/8 x4'-0N (W/STEI""',) 1--------------.::::;""a;a:::::.._-I ,!:,t.,!:V,9770N' RE7Z/KN WAL.£5 C .NO 57£?> 4'K8',.Yz"T£,41,JSPA£EA.IT PAN£/,. (Ct.Jr 7l) 6()1r !Al FIE/...D) ""'"""'"""' IJ/--/..J4.le R>rSr- SE& MU. fl.ANS 1 I I RYl r.w t:t.Ev."'.. _ __:._"..J,~-f-r.l/=m'FF,rF'1FF-ti'tr~,'l, n'.-o/C'A'L 5/U e'XTRV.5'/0A/ ~ Ir,.,,.,.,,.""'"' pe41/VA,!'ENT" f'i/NEL \V4LL5 ..Ml[/f,,!_ REF"ER 7t> MILL ELEVATION AND c>£TilllL 6HE£1S(IVALL r"J RJ,e fE"" STEP AT Rc:rl)elJ WAU..S ANO O'THcR £JET,lltLS RffLATcO "Jr) 71i?MISPARD.Jr FJtlNEL F!.!4ME ANC~ fA/ 77-1£ M4SOVRY' WALL.5. REDUCED PLAN=-, USE SCALE BELOW \ 0 I 2 ~I\ t= 3 INCH~ ON OR!GINi~:~ ~--~--- CITY OF NEWPORT BEACH, A~Z'~&e.FACILITIES1 Cl'IY ENGINEER \! i ~- ·o;,·· i SccnoAJ B 3122/H DATE SLUMP BLOCK T.Y.P. ,5-i:JK ✓e• G7cP /N' SLVM? Bc.OCK /f/Ac.L .. s 4-5° a,,~;v,e,e Pc:T,..,/L TYPICAL FbST T"v.P!CA.£. WALLS 0./25., MIii/. ~CAK -SHARP cr:k?'A/e',6 .015" ½ TYP/C"'1L <::s TYPICAL WALLS 0.125" MIN. BREAK SHARP CORNERS .015" FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 ,.v;r.s. , 3 cu 12209 RETAINING/SOUND WALL DETAILS R-8 EA 023774 " w \€ w "' w ~ " ,..; ,I: "' >-"' " w "' () w r () ,I\ ·~ :.i !'-' ;\i ,~ /0- /3- tl,- TOP OF KET. WAU WALL'S' PROFILE HORIZ: I" • 10, Ve/IT: I"· Z' r/NISHEO G/f'ADt 'fi'Or': ~AMI' r/N.${1/i'r. TOP OF li'ET WAU 0- 8- 1,- WALL'A' PROFILE lfOl(/Z: I" • /0' VE/i'7,' I"• 2' RE5ET EX, RA/i/116 'l'/N/61/EO ( TYi' ! GRAPE 8Xi?x/i, $/"LIT FACE CAI" 8<8</1> 5/'LIT- l"ACE CM!/ Pl/ Vtifli'Qli SrLIT SCO/fnTrr.)S7ilJN TlJ M4TCt.l EYIGT BLOCl<(7Yt:i5TAIN TO MATC/1 £XIS77NG 1/4 • EXl"ANSION ,JOIA!T MATcli'/AL SEE SHEET G-1 FOR RAMP PROFILE TOPOl"IYAtL EL,//, SEE P-f'ORLE 701" OF FC70T/N6 ELEY SEE l"/f"0/7cE REGISTERED CIVIL ENGINEER 6-5-89 PLANS APPROVAL DATE VAN DELL AND ASSDCIATES 17801 CARTURIGHT ROAD IRVINE, CALIFORNIA 92714 REDUCED PLAN-,/ USE SCALE BELOW i t:: / ? ~1 -_:_:::_ ON ORIGINAL PLAN' :.:i I 2" 7" I' chamfer______________ j I 6.0,:._ I ij 7 ,,-----,-3---#5-~-6-,S-!_a_g_ge-r~~ 3-'5@6, Stagger=~~ , I_ .;.4cont·tot6-Splices , ,, Splices--~ _,,,,,----'4conl·tol.6 I 7 \ • • --35r\(iJ 15 1•5n~ 15 max-• ' -Pl( _____ See I .. ~'~ 2'8" Note C , I cl I\ y I l•5 ~L&30max-.,-'Nl-R:/' 10" !'4•L' ~6 " - ; !''m111--'\~ ID t --Cone deck or_ • • ,,. ,,,.-Const. jf. optional 1 '\\ I· 1 ~ ---Finish Grade 3" 1 r--const.jt. optional Cans/ jl ~-\"--~• ~:;-.--'J;::,~"------P/ ~ • /!O" 5" 5'9,,&t5ma., ,,5 r7@! 2 _,{/ , _ .,,,5 cont.-(to be in place 1,,1 / '.'.JI '-..!" 5 before deck cone.} Woll remt-----I/ / ~- f-1 /.llc ),b. #5x3'.9"@30 ~---~5 • @l5mox. <§> io ( ,-•g c~n/, tat 2 0 [} __ ,.,, __ "-~-12'-o"min at connection __ --=:l to structure ___, 6"t TYPE 27 0 TYPE 278 TYPE 27A Concrete Barrier Type 27 or 27A Concrete Barrier Type 278 -•---~-'---------'-~=--=-_-'--"'--'------I----~----"---'-~-=-... efface two additional stirrups 2 _,,,4 p· Open joint to match dowels each side of Joints·tot 4 ~ 1 .4 L\ ~ deck or, wa/ 0 1 joint width ----._ 1" Exnanded po/vs1vrene .............__ .R:f'.O" ' \ '\ ~ ,.,,. "-I See Metal re.a-~~I ----i--ri1j '--,----"-,-...,;,-:.,'-----I, Beam Guardlrr -I ~ :.._ I 11 ~ H 1· l~+-7r--:-04" gal, sheet metal over R "/ 1 0:, . 1 I ,~ I f/4" neoprene strip. Coat top a, 1· "j.--...: · i / I of strip with grease. Connection J I ! r ''\I :;,. 1 1 [ ,[ I Ii 2~""5 I 2'-6" ·-~--.,:r,//I lr.:: .. ~ .. ----"·.~;-.:!-;.r._,-,-++-_ .. :b: S -a~ i;,; ;~; Zax} ;~l;:e~f.r~ !"Expanded po~:;r~ 8 cant DECK OR WALL JOINT AT CONNECTION TO STRUCTURE ', \~·:·,, \~4 ~•tot. 2 ENO DETAIL la/ 2 tot 2 See Note B ELEVATION Scale: 1/2" = t-'011 i4' Traffic flow PLAN ELEVATION SECTION C-C METAL BEAM GUARD RAIL CONNECTION STANDARD DRAWING I ~ FIL[ NO. XS-9-113 State of DIVISION OF STRUCTUR~S CA LIFO RN I A STRUCTUR~ DESIGN DUIGN 18>0 .W 1"2,c"-1'1 c...,..,i Delete bar dimension . ~ :~;iNG 8 / 87 onA1u I~. Ed. 'S;;,:vm!-c:""<1. .. 1 !p/1} SUBlollmD BT o:a..-i:i...[ Lt.I.-. n-(\ Delete Std Pion ID, odd bar dim. h\_.;___,_ -'Ji,.u;:_, 039,ce DEPARTMENT OF TRANSPORTATION ,,.," ,,,.,,. '"'"'"" ""' ,.,.,,,. I DIST. COUNT ( ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO. SH!::ETS 12 Ora. 21.3/22.1 59 104 REGISTERED CIVIL ENGINEER ~'i 6-5-89 "':~ ~--PLANS APPROVAL DATE "" Ko. -26361 "' !-'======::... ______ ,, .. &p..3/31/90 >t, I-. VAN DELL AND ASSOC I ATES ~., CML ~,'t- 17801 CART\JR I GHT ROAD :t' ~'-'~ti'!,: IRVINE. CALIFORNIA 92714 CITY OF NEWPORT BEACH, AP~U.,Jtl(!°ILITIES CI1Y ENGINEER 3/22/U DATE - REDUCED;;:;~ USE SCALE BELOW I/ t:o ' 2 I 3/NCHI I 3 I ------.; ES ON °:.'GINAL PLAN' ::/ JI NOTES.- A. B. c_ D. Clearance to reinforcinq steel in railinq to be I". Lonqitudinol reinforcement to stop at expansion joints, and be continuous at construction joints. Hairpin stirrups to be rotated to m~et clearance. Rall joints shall be located at deck and prin_cipal wall joints. Dimension may vary with cross-slope and with certain thicknesses of surfacing. See Bridge Plans. When glare screen is required, see "Concrete Barrier Type 50 ". E. For Metal Beam Guard Roil details not shown see Std Plans ATT-C, AT7-D, A79-A, AT9-8, AT9-C and A79-D. BRJCG£ Ko. l'OST MIL£ RETAINING WALL R-10 RET AINJNG WALLS-ST ATE ROUTE 1 EAST OF BRIDGE NO. 55-01 CONCRETE BARRIER TYPE 27 ~-0 0 •• , ~t>'l,,ON DATt$ "HUMIUOT S'TAC[ o••n I .....,-I OI' ________________________ _JI _______________________ Jj ___ _.'.:::;'~::..,~''.'.'.:"~m'..:"~':'~',~;'_"_'_' _ _.,,_ __ , _ _11, __ • __ ~•l __ ,_...;j,__J_E~c~~<l_01~~"!~'2~~¾:..._ ___ Jl~----"" ___ "::_" ___ "'.:_= ___ • ___ " ___ '""' ______ "':_•_•_1;~_•=_-~_,_"'• ____ LI_J __ L[_J[ __ IL_Ll_jl __ lL_Ll-1I __ LI _ _L. _ _._ >-"' C w " " w :c " c,j ~ en Ill > < er: C, ,.: er: < ..J ' <) I-er: Ill al 0 er: --'1------•=xl~TING. CL PER CCM 1- 111 a z--a: _. ll :Co (J ..J I-w "'"' :::11\W w .. ••• ••• EXISTING CL PEA CCM .. ... - -••• .. ' .. ~ ROUTE 1 ... •• IB-TAAF1;1P:.. WALL tTYPJCALl SEASHORE DRIVE ROUTE 1 -... -••• ... " 11-5(;;,iAL,. a: NeF< oce, \ 3-TRA fOF:. 0 \ ll 45-:;;,ew,,..v .. P.A.P' IND 'SAW 0 ,------© I-i :. .. . . · . . ·1 \I \/ / '. l· " I- Ill .. w z ..J ::i w ::c > u 0 m I-.. "' w :II\ w .. . ·. ... " a: 0 !I IL 0 I- PLANT GROUP i (SHRUB) B :. !SHRUB! 8 ffREEI C !GROUND F COVER) p.,w - -"" .. • . S,M,OL NER OLE RAP IND TRA FOR 0 -------------------------------------------------- SEASHORE DRIVE FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES THIS PLAN ACCURATE FOR PLANTING WORK ONLY 0 POST MILES ,51-!EET TOTAL TOTAL PROJECT NO. SHEETS 12 Oco 21.3/22.1 60 104 REGISTERED LAN?Jo&eAPE HITEC 6-5-89 PLANS APPROVAL DATE PLANTING LEGENO SO'l'AHICAL NAME COMMON NAME SIZE QUANTITY NERIUM OLEANDER 'PETITE PINK' 5 GAL. " OLEANDER . ,,... RAPIUOLEPIS INOICA 'aAI.1£R.INA 1 5 GAL • m INDIA HAWTHORN TRACHYCARPUS FORTUNEI 8' t!RWN n WINDMILL PALM TRITTn< GAZAHIA-LEOCOLEANA WHITE ,LAT @12" o.c. TRAILING GAZANIA TRI.SPACE REDUCED PLAN L I 2 3 USE SCALE BEL~W I I HIGHWAY PLANTING PLAN SCALE: 1" : 20' cu EA 023774 - --• " >-w "' a, > " w w a: ;q w ~ w <( a: " w ~ <( " ' ">-w"' >-a, ~" " <( w w -'z "' ::, " " ~:h; w <( w :i: "" " 0 z ~. Cl) Ill > < a: (!) lo:: ~ a: " < "' ~ _, " C.l a: ~ I-a: Ill ID 0 a: z ~ C .... = .. .. "' z C = .... u. .. .... z w "' .... = C .. w .. s z = .. !!, j ~ C ... u. .. w .... C .... "' • l ---1---~E~X,.l=STING CL PER CCM ---1------------::a.--------=========-=~ ... 1- 111:,: z !:! -a: I ROUTE 1 ... I 054 ••• " re 0 " .. I vw 0 I-i ;; I -"t. DIST ! COUNTY ROUTE 12 I Ora I POST MILES TOTAL PROJECT 21.3/22.1 I 61 1104 { '" '· (\ ) (I" ..,,· T ~~1 ••• _ -.... ~l'J."7; ~ AEGISTERED.LANlrSCAPli: ARCHITECT "f;?•W!Jr""'l~"9<)i ,~f.!.~ c~~ ~, 1273 t~ ~6·,=5c--,,89==~=-----1 PLANS APPROVAL DATE /: !-"======:.....----~•*\ ~90 ,._ ,,, -/-,. '4''1"~~ _, " ::c 0 C.l .J I-"' <( Ill :E "' "' Cl) I I '/ i; .. • _· .·-2:.2~2-~~::~~<-~ fH',C,) -, , "':' ~' ~ POINT OF CO/JNtCTION CO/.JT/VIC!<Jf'-f>/;lll -----------------·---------------------------------------. - SEASHORE DRIVE _______ EXISTING CL PER CCM ====~-=-==-------------------------------------------------------------------------+-------- --">- ROUTE 1 ••• . ., • •• -... " re 0 " .. 0 I-I i ;; ••• I- Ill .. w z .J :i w ::c > u 0 Ill =-zo I-"' v:J <( w :E "' Cl) --.. .. ·.• . ":I' ;,u,•· ·-.,;,,. / , . _.;,. /,~,; "I' - --'-'" ,. >¥:z_" 'lit' ' '~; ~~~=~===aJ ,' ~--------------------' -_________________ .....filol...._ ( -------------------------------------------------------------- -~---· _ _______ _ SEASHORE DRIVE ----------------------------------G---~ THIS PLAN ACCURATE FOR IRRIGATION WORK ONLY HCO~·UP 5i.lf'FL"i LINE.MAIN 7V1.11 ',fl/801/T f??O',/!OeD .OOWf.l •;?if~H OF-THIS lOCAT/Of.,/. ,rue.our f/,,'15 li!>l!(:IJ ff(Nlt)a:> OH fi»sT/Nt:> sysreM 1/f,1 Co/J7llOlUI'-NOTe • !ffXJSr. 5YSTl$/ Wcolff1'(:Jll,.ER H/f5l!,i!EN ff.t)VtoeD /1,//TI{ ,,,,OEQU,,t/ re WPF/.JJ5 tm1nONB TO ,4CCOMODA~ me:. WilVe:'5 l!-/OJC,,,7l:O of.I 7l/F.) PlAJ.i. l!X.t5T. SYSTlf/1 'tf' srve, ovr #;4.S /llX' et:eJJ ffa/lDED wm-1 Na:e~ COf./'r/2.0(. Wl{'le? f'O/l -,,.te-:e-VAWE-S. f!;J(/S-C 6Ytsn1'1 '111 ~/?. /.,()C,fl7'el) IV STA. &SB-+7.o oH tWJqJ/etJU/'([) 'SIP!f or fl'ICIFIC CMS,-Hl6HWAY. REDUCED PLAN USE SCALE BELOW I 2 3 0 t:: ' ' --1 3 INCHES ON ORIGINAL PLAN" .. -- HIGHWAY PLANTING PLAN SCALE: 1" : 20' FORM DC-OE-112-P'F (REV. 1/&e) ,._, l I FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ' ' I I cu 023774 - - - - - - - - > a, Q w ~ 0 w I 0 -t) ~ ai w > < a: C!l ,.: a: < _J 0 ... a: w m 0 _ff_ L.----FENCE OR FACE OF WALL / PLANT AS CLOSE TO FENCE OR WALL AS POSSIBLE i--------'·'-----+---< 2'.-11/L_TOP OF ROCT BALL I" I ABOVE FINISHED GRADE r. \ MULCH \INISHED GRADE ROOT-==~ ~7 ~·~ ,,~ ,,~ SIOEWALK 7 ~~­ BALL SECTION * BASIN AREA EQUIVALENT TO 24" DIAMETER PLANT (GROUP Bl GI PLANTING I I I [·: •. .. .. •. ·' - ,,-----~m ·-wcPETE ST4!1IL/ZU -'--.,+------61/LV NIPPLE. ·,·. ..------·,GdL V EL/.5 '--...._!'VC. MII/ML/t/F . D I QUICK COUPLER ,'/H/S/1 Gl'//DL L//TC.l'//L L!Nt:. M/l/N L/Ne CONTl'OL /..11/-t: '"iilllt ~----~ I i C: Hores: \, •• / 4LL PL//ST/C PIPING W 8t:. Slf4KC.D IN T/-C.NCIIC.S. □ 2. 81/NDLc. ( T//PC Wll'IN6 4T It?' Mc./'/;7LS. ~--'~~'-<7,_ 3. Tie 4 LtJOSI: f!tJ' L£I? IN /.lll'ING 4T CJ/4/f6C Or I D'l'C.CTION Gl't'//Tcl' Cl.ll/N .111/CNZL__j Tll//N XJ'. 1/NT/C. 4LL LCOP.5 lifiCI' .QLL CONNt'CTIONS 1/llVC fJC.CN M//DL!.. E I TRENCHING IOENT!FICATION LA8EL-FOR A8BREVl,A. TION 4. ot:t' ll'/-16//TION Y"CC/r/- C4TIONS rot-B4CKrlLL JZI-D C0MP4CTJON /-Ct;JUlnMeNTS SEE ]RRICA TION LE GENO~ d FOR CONTROLLER ANO (::;::::::::;;;_,,_ -NG:::~/ ,--I . ' L __ J ---ON£ WACHINE SCREW EACH LABEL VALVE BOX COVER ~ DRILL LABEL 8, COVER TO ACCEPT SCREW........., U.BEL 1/.-i" SLOTTED HEAD )ilAO,l!E SCREW W/ 2 WASHERS & NUT 7187 F I VALVE BOX IDENTIFICATION I ~ ~ r.. Sllt'/Jt, S"N( //1:110 '1----f'VC xh. M r-t&U- '._, lt'IN/5.11 CNDC. \ I J .) L • I j • ,I [ !Ill!!! FLEXIBLE RISER ~~ r-PVC rec 1/ a-eLL ' • t: I / I t: ' f'VC I.ATUIIL_/ \ A I SPRINKLER (TYPE B-1) l rltf/S/1,.,..Q.Q~" i d I_: _r~ ---~ JI II v- rt?P-!JP-----t SPl';JY //CIID 011 . .C STl'CU c.LL \__P.VC. xh t/0 Nlf'PU l"VC. 7ll-t:LL/NUTCl'WL B I SPRINKLER (TYPE B-2) /?t.Q5TIC /l.4LYC Box . CMS/I r,/'Qll I 1 ''"'1111, ' ~-~klrrl'rll lr-lVC M!Ja 1171/PTt'I' (,t-"'fw!Td) '~Ntx.!{tJNIPPU \ uru _ 1 -f'Vt[LL ....__~.,__,,,,-.,,_',f,-.-rr"' II' I I! ~ ~-IIPVC Nl,~'PPL£ .---u,-,·T'-' t:l'l'E CV,5/C TtJrJT__/ 1 W Cl'V5//EO Po(K PVC /111/M LINC / CWIMC)l{- IVC Tc.!_/ (CCIVT/"(1L /.//l"C5. CI AUTOMATIC CONTROL VALVE FOR REDUCED PLANS ORIGINAL SCALE IS 1N INCHES ' ' 3 l LEGENb SYMBOL 0 BRASS CONTAfiINAT!ON PROOF ELECTRIC REMOTE CONTROL VALVE I), BRASS TWO PIECE QUICK COUPLING VA't.VE --PLASTIC PIPE (PR 200)(SUPPLY LJNE)(LATERAL) --Pl.ASTIC PIPE (PR 200){SUPPLY LINE) (MAIN) DIST COUNTY l ROUTE 12 Orn I 21.3122.1 I s2 104 DETAIL C " • e REDUCED PLAN -~ USE SCALE BELO~ 0 1 2 3 r I I -t ~ 3 INCHES ON OR~GlNA~PLAN ..-J HIGHWAY PLANTING (DETAILS) HP•3 cu 023774 1 • 2. 3. 0 4. > "' ., ¥1 0 "' s. "' a: ¥1 "' "' ~ a: 6- "' ~ < 0 ~ \:i JI; ~ "' , ... '> > fila, ., 5@ 0 "' :,Z " g~ 0 "' <w r 00 0 "' "' --. Ill Ill ~ ~ z "' ~ " &I Cle , 0 ~ "' .. z ! C I. li! .,., z. ' C I!: ... .. !i ... i! a: C ~ ;j a: .. !!i i C .., ... .. ... ... ~ .,., " I GENERAL NOTES ( SHEET E-1 AND E-3) CONOUIT SHALL BE 1-1/4• NOMINAc DIAMETER. PVC CONDUCTORS SHALL BE NO. 6 AWG TYPE TW COPPER. CONDUCTORS FROM PULLBOX AT BASE OF STANDARD TO THE LUMINAIRES SHALL BE NO. 8 AWG TYPE TW COPPER PER DETAILS C AND D DN SHEET E-3. CONNECT A NO. 8 AWG COPPER WIRE FROM EACH LUMINAIRE TO A GROUND ROD IN THE PULL BDX AT THE BASE OF EACH STANDARD PER OETAIL O ON SHEET E-3. PULLBOXES SHALL BE NO. 3-1/2 BROOKS PRODUCTS OR EQUAL PER DETAIL D DN SHEET E-3. INSTALt A PAIR OF IN-LINE FUSES IN THE BASE OF POLE PER DETAIL D DN SHEET E-3. CONDUIT ENDS SHALL BE SEALED PER DETAIL CON SHEET E-3. \ ,\ --• ;,, ~ " ~ ~ 7. ALL CONDUIT. WIRING. CRIMPS. FITTINGS. PULLBOXES. LUMINAIRES. POLES. ETC .. USED ON THIS PROJECT SHALL BE U.L. LISTEO AND APPROVED FOR APPLICATION USED. s. LUMINAIRES FOR TYPE II INSTAUATION SHALL HAVE ENCLOSED. REGULATOR TYPE BALLASTS WIRED FOR 240V OPERATION. 9. STREET LIGHT POWER TYPE SHALL BE 240V PER DETAIL CON SHEET E-3. ;,, "" ' ,.. + 00 -R/¥ ~ --~ t .,, __ ...,. _______ ~ ~ ~ ~- ' \ --------r "-l 7 - 1 CONSTRUCTION NOTES: @-INSTALL TYPE II STREET LIGHT (150 WATT) ~~~E~0e:~31(g/'.J9~f-M~~trr~: ~t1i~i.:,-i~l, 0 ON BRACKET ARM l. SEE SHEET E-3. @-INSTALL 1-1/4" PVC CONDUIT ( SCHEDULE.40) @--INSTALL 3 -16 AWG LIGHTING CONDUCTORS, I ....... CIST. I CC)U,ITY I AOUTE 12 I o,. l I 21.3122.1 I 63 I I 04 REGISTERED CIVIL ENGINEER 5 .... ~ ~ .. 'i, 6-5-89 § PR RAINEY li -:--:=-====-----11.,;.j 283"-1 -Pl.ANS APPROVAL DATE . I No,. ..Z,_,O.lil_ .... ======-----11•• r.~ • - VAN DELL AND ASSOCIATES ~.,,}.._ CML :..'°' 17801 CART\JRIGHT ROAD ~ o, t~\.,~~ IRVINE. CALIFORNIA 92714 0-REMOVE EXISTING STrtEET LIGHT AND PLi..L BOX.RELOCATE STREET LIGHT TO NEW LOCATION AS SHOWN CN PLANS-ANO DETAIL 9 ON SHEET E-3.CONSTRUCT NEW NQ 3-1/2 PULL BOX ADJACENT TO STREET LIGHT AT NEW LOCATION FER DETAIL O ON SHEET E-3. @--INSTALL SERIES CIRCUIT WITH 2· N0.8 5000V CONDUCTORS AND 1-N0.8 BARE GROUND. CITY OF NEWPORT BEACH, ~d!}zi/ly FACILITIES~ CITY ENGINEER DATE REDUCED PLAN-,/ USE SCALE BELOW ; t:.: /.. 2 ~1 _::~ ON ~~Gl~A~ PLA~ =1 I '<i "" "' \S ; "' + .+ : : .... -, "-' ~ ~ '®& @iJ -P5cQ66 I ~ a.;,.1/tw -"-• • I • ' \_ I THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. - CIRCUIT LOAD SCHEDULE '.::r; = ~-,//,-•~ -SERVICE FERN TOTAL CIRCUIT ' (, ij -F:IRCUIT, #2 FERN /u EDISONC- ll ll ll g I t! V ·-;r-;r-'!f-:t:~~) FEED PROP0SEO-+-E}(/STING 11 POINT CIRCUIT LAMPS WATTAGE VOLTAGE VOLTAGE DROP DROP r P p ~ ~ p i fLJi ::::~=-,g__.,H, SERVICE ----: ,._ _._ __>---t:J CABINET rrRCUIT":!i:l FERN I (CALL FOR UNDERGROUND SERVICE 1 -800-422-4133) FOR REDUCED PLANS I l 2 10 1500 5.50 2.30 10 1500 4. 70 1. 96 LIGHTING (CITY STREET)· SCALE I"~ 50' E-1 FORW DC•OE-IO•PF IIHV. UICI) • ..... I ORIGINAL SCALE IS IN INCHES ? Cu 12209 I 12 -023771 STREET LIQ)tf ~lAN -48&.CU,201 lf'F• 44008 278 12--Du•Cl8 115•53 / 440.--1 l • ,,i ~--------------1., ______________ 1--______________ IL__ _____________ 7 =-r-=::::::-ir:;;:;;;---,-POSii"Miu:s-Tsi'iresTT'ii'~ r DIST I couNTY I ROUTE I m,=i.J.r MM~cr !~~Fls1.ii~~ : CONDUCTOR SCHEDULE -(N) (N) (N' (N 1---+--+----+~ I I I "IA ", A "," A " " I2 I Orn I I I 21.3122.] 64 104 r AWG CIRCUIT '1' Ir<\ oo. "4' "" "6' m '8' '9' I 01 3 3 3 -=-ii I\',. ·C ,.___ , ---. r--02 s 3 3 a 3 3 ,; REDUCED PLAN I! tiOf£SSIO,t I 03 4 4 USE SCALE BEL~W .__ 04 44!333337 O I 2 3 05 33333 t:: 111 ::.l 06 .3 3 3 (p 3 INCHES ON ORIGINAL PLAN" 02+03 O.L. 2 2 Z 2 Z 2 4 >-- REGISTERED CIVIL ENGINEER .) @~"'"' 6-5-89 gY DR RAINEY\\ PLANS APPROVAL DATE ~I~; ... VAN DELL AND ASSOCIATES ~~~~ ~ 17801 CART\lRIGHT ROAD 'Wl' OF cJ.L\~<$-.~" IRVINE. CALIFORNIA 92714 02 PED. ;? Z Z Z Z Z 4 ~ 03PED. zz2zee 14 ~ >-- 0 w "' > w "' L, w "' 12 06 PED. t. 4 Z 02 P.P.B. / / / / / / / Z 03 P.P.BJ B.P.A. / / / / / 06 P.P.B. / / P.P.B.COMMON / / / / / / / 3 / SP•RES 3 3 3 3 .S 3 3 ti, Z TOTAL I.S.N.S. e e z z z 4 \ 0 ~o SIGNAL COMMON ~ I I I I I I I I Ii--: I I I I I t1'' I I I I Cl) I I I I I I I 1 I 1 , I I I I I I I I I I I I I 1(/)f-I I I I 11 I I I I , I I I I I I I I/, I I I ' I a: I ~ I I ) I I ( ~ I I I::) I I I I //II I I I 1 11:C:1 1 I I I I I I I I I I '-. ® '>-12" DETAIL DETAIL 02+30L (12") DETAIL PHASE DIAGRAM • ·1 \:i ,ci L,8 / I I I I I / 11::::C::: I I I I // r 1.1\I I I 10 1 1 I I / / I y '13l5Li315UI IQ I -l->-<.__ ~\ -CEXIBTING12,.1ii'1NT~coNNECT /_ / rn-../ /111;:~ I[] 1 IC: I [ 1 >--, .A 1 LUMINAIRES Z 3 Z Z 2 3 ---· ' L-------------------- ( FREE OPERATION) 02 03 14 f fu tll1 / / / / @ ~1 •~2~==========j~z:!z;;cjt:!~;t~!~;~:!e~::t~ (APPROX. 3.335 FEET). __., <-7 "-1 I I fl 1, r-li I I I.LI E ;\ j.-_ _!/.4.!e. -.::,"-. '-INST A LL 1 112•c,2DLC cAsLE To MAGNOLIA sT. / ,'A ~D 1 11 Ir 1 1 ,,.... L'~ 1 ,, ,, , _J ~ !!~ ,i .r ~ --"' f-0"'""--------,f--+--+'z'-+"z-+'2'-+"e-+'z=-+e'=-I--I ~ OLC 1-'E•4,_ ____ ___,c__+--+--+---,f--+--+--+>;Z+-1 < y/, " / I vf?:,ic_J-ij_tj!,L--1 ~ '®~a (ex·1sTING 1 112· C,2 DLC I-< -------~-" / /,/11 1~·--" DETAIL~A~ __ " '.: " TYPE Bf-'"~•-----+-+<-/+-+-if-+-+:+c,/+-1 ,__ 1-'"'6"--------,-+--+-+---,f--+--+'e'-+z~1--1 -✓ 1 \_ / 3~< I -=----;-------,X"' S.,' ----~--c;, --✓ _,,,q;::Y:.. 112e,1. [DETAIL'c• DETAIL~C\;,--~~l!1.:i:r1-1r.r----~-= lo ~ '--- -✓-:.t-✓ ~~ , DETAIL'S' lo 'DETAILS ,.;;i 12 +10 1~~~~0NNECT 2 3 z e ~ 3; ~ 1 ~-=-==-~ ~-____ ~ -==---=--=--=-TT 1 _®i ... tt2<02t-012~GouL _ _ _ _ _ _ _ _ ..._ • ~ ~ CABLE :11 1--'-----~o-r--12.G;-7 7-:-:::f==t --~ CONOUIT SIZE z• e: i!" i!" 5• •• 3• -3 I'.: ____ ------------r· -----j '(_ . 02 1 , (SEESHEETPl>-1 FOR Tn LIMIT LINE ___ , c -= 2I2L .NOTE: ALL CONDUCTORS TO BE INSTALLED NEW. I t--v SlRIPtNG DETAILS) 'I' ;Ii=;; - ALL CONDUIT EXISTING EXCEPT ""T~~N.£1!D _!~~_!!,I~ __ .. ~ ______ -.:-_ _ _ _ _ -.,-t'+-_ -1-i;~5 1 ~ ~ '. l::::J 2l2U _,,... _____ ,.______ ..:_, _______ ·.,,,,._-,=f· T-,;-"-= I~ [ Ll._ [ l lsJ1u ~• 11.1U Ll_1--.l .1:_J_J_ I IL~Jfl§l'" ~---·-•v• ~:=0 '1====-- 6l~[~=~QEl:9 ~QQP.:[t:=8Y'lY-= ===~·J_. :~ETAl~-J-l•IRSIRRI~ 01 ···1, (/ -----' '~---- 85 ECR ~ 'I' w 0 87 08 B ,-8 6 I ~ ~2_1::~-¾JQ__L~[~~J_ ----.,..----7 ~--:;;~s _ -.f~ ~l3P \ ~3/\D~+,L·W .~ 0 "(_·~.~ ROUTE 1 -- 11 < <. < \ 11~-03 6, I ~RL , :::I ~----------- 1[ ___ ....___ __ ::::,,__ -... 06,J-~·;,[{ \ S -.0,~~f---_.,!!E_I",!!.•~,cb -' --7 .f, ~EX!SrnQ"EDGE POLELOCATIONLEGEND lI ---'-.:... __ B .;;;;ji _>-)--J ~ ,,/ ~~:\:i;"J\---OFPAVEMENT (EXACTLOCATtoNTOBEDETERMINEDINFIELDBYEN81NEER). ----,,----------)--.,. ~/i ~--,--=--, , . ~:.:----::-_..-s;~+--\¥,---/f----------1 ---iL________ --==========;--~--=...-I J /~-j _11 '=-,n. ltRr;v~.z-:!..::-::~6"·-"""'-::-1i-fi_,IR=S/-1'-.--------1 1 ___ ____ i -..J r -/. , ·,-.1 NI ~-'.ft'? ~ ' r~--~~ :::;l~G 1 1/2"C.NST~~-'".✓/\, 0~~: r;:.;IL~i-':<13,a~,· •.(./ ,o-t-:; (v --c -~va: 2 DLC c~•~=-4-'"-'-'-"--,,-H-li+' ~'!s::/1'"' ~/& NSTAU.11/2" C,1 Dl.C , _.!,J.,,._ II ~ : '--\: PB. ,------------------------------------------------, CONSTRUCTION NOTES EXISTING 1 112· C. 'I' '1 -1,,, ;1;1-,<Zl h 2 POLE SCHEDULE tlSTALL 2 DLC,S #8 l.c:/ \ IL!!l. L ; LJ j 0 RELOCATE EXIS~ MODEL 170 CONTROLLER ASSEMBLY AND REMOVE EXISTING FOUNDATION \ ~ 11 1--PO_L_E---□-A-T ,-~-S-1-GN_A_L_r ~"=·=P=-~s;o:;:□::::::, ,:;:P::::a.s-1:;:o:::N:::Aa.L-.-_-c.:-Mo:;:u:;:N~l=I •=G===~=====:========~=•=PO~L=E::::::,o~c:;:,:;:r;ro:::•~-r-l:-:L-:-L-::UM:-:l:-:N:-:A-:-TE::O:-::s-=-10::N,---, 0 RB.OCATEEXISTNG120/240V.SERVICENlYPEIDSERViCECABINETANDREMOVEEXISTINGFOUNDATION. \1 1 l1\J1-bfll@ 117 1-N-Q,.._'-r,"v'=PcoE-rH"e,"G:-:HT=-M.A. M-A· WATTS VEH-M.A. PED. E Bl CI N MESSAGE <DBL-FACE) PED. PUSH BUTTON PHASE "7 ,~ f A /7 0 70 .=' eo· /:?' ?0::, lo<;J'-/--T I.HA'S" 5/</-T EX/6'77A/,S, ~ REMOVE EXISTING PEDESTRIAN PUSH BUTTON ON POLE @ AND RELOCATE ON POLE W -- I 1416 , (116L\ B /A /0' --7h?-T 'AP-/-T(Z c..t"/S77..V$ - ~ REMOVE EXISTING PEDESTRIAN HEAD ON POLE @ AND INSTALL mf POLE ® WITH NEW TP-1-T MOUNTING \ \ \ \ C ff-4-d) 30' 30' /Z' za:? "J/-/-7 ~-MAHS"P..../7 ~/A/G" HARDWARE. \ \ \ D /,-4 /0' ---7V-/-T -K"P-/-T £,..t"/S"T/~ ARROW ,;; -(1} 3 -3 ---z --0 REMOVE EXISTING VEHICLE HEADS, BACKPLATES, PEDESTRIAN HEAD, ILLUMINATED STREET NAME SIGN, REGULATORY SIGNING FROM EXISTING POLE AND MAST ARM AND INSTALL ON NEW POLE AND MAST ARM. EX!STING POLE AND MAST ARM AND REMOVE EXISTING SIGNl'IL FOUNDATION. AND ALL Sl'ILVAGE \ I '' \ E /?-/-70 30' 30' /Z' ZOO 5"~/-T M,,;,,; -E..t"/5T.4U? I \ \, '-, F /A'. ~~+-/2:.:"':::.,.',-1f-=-=-+..,-=+~-=--f7//.7 -Z::__:·T=1-=--_,.f"°'~---'c/-,..T=-1---+----+,;:';E,"',1'.;cAc:!<:".:..."?;r::e<:'«AS~r--+-:c--;-;---;-::;,,-----j I \ , G <ij-5-8/J(/v) 30' 55tA, /5/?'() ax> 16"1"/-TI?""""' ,P,-/-T '?.tJ' -13..5 -Prao,W,vr.sl-<!ltc z -- -- 0 RELOCATE POLE (8) COMPLETE. \ \ '-"' H /,4 \ ' '- TY-/-T ,;; -'-' '-'-0 REMOVE EXISTING R73-3 SIGN PANEL AND INSTALL NEW R73-2 SIGN PANEL. AS SHOWN ON DETAIL U OF STANDARD PLAN ES-6T ' NOTE THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. ' FOR REDUCED PLANS ORIGINAL SCALE IS IN INCHES ? ' ' I /A' 7 ' -----P-!-TIN G --;,ztJ 2.5 - NOTE: ALL EQUIPMENT EXISTING EXCEPT THAT NOTED AS NEWU.,)_._ (1) EXISTING PED. PUSH BUTTON TO BE REMOVED AND RELOCATED ON POLE CT). (2) EXISTING PED. HEAD TO BE REMOVED AND RE~SED ON POLE@ SIGNAL • WITH NEW TP-1-T MOUNTING HARDWARE. AND LIGHTING PLAN ' I ' ' I Cu 12209 SCALE• I "•20' E-2 12-023771 SICHM. MO~. f"lA.N -CV~Y BAS( \1/!ITLE -S~0[26,2011PF• 44008 2009 13-00<-BB 13'1~ I ~40.08-1 - I I I I ,7T~EET L4"h?7iV<, CISTl COUNTY ROUTE I T~ ~fur 19-i,MTl~Ws 12 I 7 I I eo I 104 ' 5T//NDARD Ora. I 21.3/22.1 \')=~2~ ~----..:_ ?L s REGISTERED CIVIL ENGINEER , t9.0fESSIO,t~ I ~ . NOTE: , ~ .,, ' 0 'STREET LIGHTS f.iAY BE LOC).lcDATBACK OFWAI.K 6-5-89 & D.R. RAINEY l /tJ'-c?" "'~26361 ~ I ,7Y?) 'WHEN SIDEWALK IS ADJACENT TO ;HE CURB UPON PLANS APPROVAL DATE ' ·APPROVAL -OFoHEl'UBLIC WORKS OEPARTIENT -t< &p. 3/31/90 * "- ' -~ VAN DELL AND ASSOCIATES .r4't; CML ~"t- ~ -7?.,, "M#V 17601 CAR TUR I.GHT ROAD l' OF c~\.I\~ --:=,\ IRVINE. CALIFORNIA 92714 "' ... ,,.. .... ! ~ I·; I R_;~~~;~ ::t~: , \ CITY OF NEWPORT BEACH, , 5TLT : ~"'Q' "'f APPRO<l;JlJlf:J/tllTIES• '8--%E~ I 5TLTCl:J#£V/T i I ?~ I ' ' L ~ it1ct1ES ON OR!Gl:~L PLAN CfIY· ENGINEER .,,,, .. C, L __ ...1 DATE w >-"' --~ "' > C, w w "' DRAWH 4. L. . .. ,. 3--¥! w CITY OF NEWPORT BEACH w ~ PUBLIC WORKS DEPARTMENT ~--:-.r,) n· "' C, w STAN.OARD LOCATIONS ()..:aJC,.....m~ ~ OF W.E. MO. '5 C, VN.OER6.eouNO vrn.✓r1e-s DIUWING...., NO. STD-/0I -L ILV. .S-Z?-82 A '>->-;fLPMIA/V,,#f .BIA&.,Y&T ' .B,edo.t$ .l'.e4o. ...Va ~Yz _,.-/~.,, CAI/.DQ/7" AYYTH .l-~8.11'/RE::. film "' s .. -tr' H.u: ' Sfil CA'/'--,UN I P..V.!.t Bar aee~AL ~ C, H.P.$. CUT o,,:-,r / w "" ----: {.Ull/,1/'A/~E {RJtf' 74 A::ti ✓!:SO, C/TY If',' I C-DV✓r K/r✓i 'l! ,HA,t,P-t'ED :STL&ET .u6ilYT r ::,Z "' ' I "!2 " u» -Z5d lllt1T I.AM'7,!,KIITH ,PULL ~,r~ J-"'B #/R4'<\ •• (~ /2'✓'7/21' Y~#&~ ~"' w £N('t.D$t!O l&!it',il,/£An>R ~ :--------.. -<w :I: (JC, " t,,41.LAJT. PN!l'TlJ et.ECTRIC CCi.L ~ ,_ ·~LE, t:JIAIC/0,ALRLTEilED.., I -,~tv I ·:,r,. ': ... ,. " I /4 \J Ca,t...,/r-------... "' IPT1(J4l. ,e_Y,. ANP TYP'5 1. ' !!! 31L DJSTRllfQT70N.. ii£.MZ50 "-2 • .. : .•·. '• J t-~ .. : •. :: \, ~ rlM'6'l"' ~ .£~£' wro,,:-r " -... OPTL':S' ae,. , ,n,•e:-o 6P~L... //. :!----_, .. -·.•:1':/. L ) LJ ... .. "' i..---:t:Jj~#N lllf PUMCO a1N&A£T£ ~ "~ A"'PA't1V4"0 ~ ... <C ;---~~=->/ --" ., --w w ~PRl)D~ ' .; AM&RIJN NMCO __,. --.wrm6 PO££ j CITY I 6NOUND JIMD S'MA¥. Tl1 ~ " OWNED MULTIPLE CIRCUIT z CAT. ur AAM NE'6Nr H£/6NT ISTNl'T~ i w Nil ND. (240 VOLT) ... cu.ea .,r:;i,c.: TYPICAL P.ULL l{JOJ' RE~A"EO AT ' " '1~l•ZJ,-F/I -Ill 6' l'l'-'I" 1•'-a" : w EACH Llt!WT STA#OAR'Zi 0 ' <C 8' ,,,.:9" ,,.!., .. .. .. 6-CJ-YH Mp,g ! 1--c,n--t/6/ff ~ l',U/4'5 I STAHOA.eO ~ EP/-""1AI a&4f~ fl' MIS ( \ I ~-'. •• ~,I 1-'" ~ ~ A/U4ar\ ·BYc,,,_, 1 {fl :'!,~W ~ ~ Nor.Es: .·.-;· ' ~ ,,:, I. • • d -¾f'c,,u.sMW ,.,,._,, :::r21-: ~ -~: ~ -YP]V'' .. ,r-'" ; ·:..: ~ I NAGrET MH;-UN,17,_ ,' P~E ' .. •· .. · .. · • ... H&M,1,rs lfW41 ~~HP .:Yzr T.? .BE :(:· ;:· ' i.,! ~ § ~ . ' BASE rl!} ,_. J " ,. I z ~N ON' ~,9,C,Cf. .'\_ I·~.;:·=-·). ' ~ ~ 6L'O<IA/0 ~---.. • C ~ 2. ~'-&* P/4. C/AC~_,,A! ,&'~,,tWT'/ON : ... MAY N .MIVDN ,P~,,,,~I or _!1'..t:)~ }'>:>::.: = .. --' .. $<?. -.tW'T/tw. , .. EDISON OWNED MULTIPLE CIRCUIT • 6NIU/NP RA? i z C I SECTI0/11 A-A : = (120 VOLT) ... ... Alor.£:s, ! .. ' r~~Al,/~Pr ... /. //Ll CtwPV/T S',',9,t,t 6e' If','/ .;!/tC., .k+'4'.<W,t,£ 4&! ..!I LAYEN:5 OF .!IM ( ~ T,l,IJN__.Af.£4~AAal4?;u~ i z a 141'6" 6,ePU,VO ,eo,ps .s,;,u,: 6e' ,,,,, ~ ;r 6' CIJl",PU' . C<UTeO e~r. 771PE No. r~ 2 ~,, ZVz" ' w ' -; 4", , ~ LA.YER$ OF TA~,.-' "' " ___n...n,e ~M'A,/6 SQ. ; ... _, l,,j 6,iUV. HS-~ ~P£0 .Te> 44 6A"AVA/P N/4'1 sy.srFM. #a OB o,e &<?UAG ~ -= "' ' C " • ' ~--' .. ',~]~:ti@ .5. .5CE PN6.#ic?. L-20S'-S/O FPJt' PU~~ ,/IP.I" ~A/~S. I// w ··~·:.-.· "· )" 000£ """ ' ,. , . , . ! .. / ·• :; "':~•'.Jh!l:l I) PPEN/,.«f 4 .5# L),H'6. A/a .t-ra:s--sro FOR F-~,tM,e P.,TA/,t. .,_ = -,.-"..L.J✓- ~ !~ ·/ i•=,: t~ $ ,4,{L ru.se.s SVA~~ ~ .t«,IT.£0 /,N 4ASE PF ~.ct ,#HO-$/7.FP ,~ ·"if~•~'-~: l"¥H"11$" A.8. :..:::., ... TYPICAL FUSEh'tJL£lER ' :$ ~-. ~ :, :~ P,ev. -'1'" A'NI'£ Tl'J .sERY.F ,WATTA6E Q,,r ~M/H;l/1£. i z I, "' ·p ~'-~;'orf.% ! = .: ,:~ '. )(\ TII,' ~F FAvA/A,T/(W .. I ~-. 1ELEYATltJ/II " /;. Al""TER CA4'E /.:1 /..usT'"9,,U&,°✓ ~ C.?,A/,OV/T EA/PS .,:i#ALL B~ ' !!, j . SF.I/LE"~ ~TH d.4'..t'UM, ,L;Y.,f:'.A",M"~ P.e 4"'1U..U. LIGHTING ; ~ BASE PE.7?VL C . l?l:1/. t.-ZZ--82 K6. "' DATE //go (CITY STREET) ... CITY OF NEWPORT BEACH tlRA~ R.6. CITY OF NEWPORT BEACH tl'tAWJ1..£li:.._ OATE /-d{Z. CITY OF NEWPORT BEACH Pit.WM n.u. • DATE I I .. @t2.U //> aw I/ /.0 /,-/ '}f IZ PUBLIC WORKS DEPARTMENT -D PUBLIC WORKS DEPARTMENT -D PUBLIC WORKS DEPARTMENT -~ w NO SCALE ... LIGHTING STANDARD PU8LIC WORl(S DIRECTOR PIJIIILIC WORtcS DIRECTOR PULL BOX a FUSEHOLDER PU1M.1C ·WOMCS OIREClOR ' C CIRCUIT -... R.E.NO.~ DETAILS RE.N0.1Z§!2f;z__ ltE.NO.~ ' .. dP TYPE II ® © DETAILS ® Df'!AWING NO. ST0-201 -L OAAW1HG NO. ST0-204-L DRAWING WO. STD -205 -L DFV ? .J; ,n.-; E-3 - I -FOR REOUCEO PLANS : I ~ ' ' ,011M DC-OE-110-PF (REV. vaa) .. -ORIGINAL SCALE IS IN INCHES ' Cu 12209 12-023771 - [._---------------,------------------------------,-------------,------------.-:-,_ P· ~~ ;w 1~ !HI) cw :) 0. • • ~ I i r i ' , t 1,. e! ~ " ~ ~ := .. := ~ ~ f .u "' '-= ii @!; ~ ;., ~ "' r.: ~ C, :Jj ~ a: w ~ >-"' C, w " " w :r " i l .,,_ ' J. j dP BRIDGE -~RM OC-OE-&2-PF (REV. 1/86) NO. S5-OI ·- 640+4,3.40 8.8 . [Z] III F NOTES (THIS 51/EET) !'k" Condi.id Anchor Bolls And Anchor f!ates To Be Installed For Future ln5fqflaf1on I T'yp. F ROUTE 1 F I Pull 8ox No. 9A (2/) Typ. 5ee e, ELEC TR/CA l PLAN FOR REDUCED PLAN$ ORIGINAL $CALE IS IN INCHES 0 F 646-106.40 E.8. DIST. COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 Ora 21.3/22.l EGIEREDCIVIENGINEER 6-5-89 PLANS APPROVAL DATE MOFFATT & NICHOL, ENGINEERS_ 250 W." WARDLOW ROAD LONG BEACH, CA. 9080_7: l REDUCED PLAN USE SCALE BELOW 2 ::J I I 3 INCHES ON ORIGINAL PLAN LIGHTING 66 104 .. (CITY STREET) Scale I"= 40' E-4 CU li:ZO~ EA 02377/ / ... ... ,... Advance Warning Signs 500' to 750' apart. (D C23 Cl8 Cl C21 or CZO G)0® 0 NOTES• I. Where approach speeds are low, signs may be p I aced at 300 foot spacing and, in urban areas, c I oser. 2. Not less than one person shal I be assigned to ful I time maintenance of traffic control devices on al I night lone closures. 3. Al I warning signs for night lone closures shal I be i I lurninated or reflectorized as specified in the specifications. 4. Al I advance warning sign insto! lotions sha! I be equipped with flags for daytime closures. Flashing beacons shal I be placed at the locations indicated during night lane c ! osures. DIST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS To Accompany PI ans Da-ted --'6'----"5-_,Scc9 ______ _ 12 Ora 21.3/22.1 67 104 TYPICAL CLOSING OF HALF ROADWAY REGISTERED CIVIL ENGINEER Taper L !See Tobie 11 1-L 4 L I 150' min. . --.---. • • • • • • 500' to 750' h. I • • • ___. • •i,, *® ~~ <Lt) or CL tl [g] [ID W6@ 10 5. A Cl3 "END CONSTRUCTION" or Cl4 "END ROAD WORK" sign, as appropriate, sho I I be p I aced at the end of the I one ,closure unless the end of work area is J. ; • • obvious, or ends within a larger project I imlts. 6. If the Cl8 lor C231 sign would fol low within 2.000 feet of a stationary Cl8, C23, or Cl I "STATE HIGHWAY CONSTRUCTION NEXT ____ MILES", use a C20 sign for the first advance warning sign. 7. Al I cones used for night lane closures shal I be ii luminated traffic cones or fitted with 13 Inch reflective sleeves as specified in the specifications. 8. Portable del ineators, placed at one-half the spacing indicated for traffic cones, may be used in I ieu of cones for daytime closures only. I @ Toper L !See Tobie 11 L L C20 CL tl October 31. 1988 PLANS APPROVAL DATE C20 CLtl .---. . --.-. .----..-• 500' to 750'_Advonce Warning Signs 500' to 750' apart. (D _+- I • • • • WORK AREA ~ • '" • • .__ • • 0 WI W2 [g] [ID W6 • -~ • • • ff M F ,... (Rt) or NO SCALE (Rt) SIGN .PANEL SIZE IUIN,l END CONSTRUCTION Cl3 +- @ 'A7 36"x36" ========= L!,J REDUCED PLAN LEGEND • Traffic Cone . [ID 30,,X30,, USE SCALE BEL~W 0 I 2 3 m 48"Xl8" __::~~-~NO~IG~N;LPLAtf ::J []J 36"xl8" I-Portable Sign * Flashing Arrow Sign +-Direction of Travel 9. Flashing arrow signs shall be either Type I or Type I I 10. Advisory speed wl I I be determined by the Engineer. The W6 Sign wi I I not be required when advisory speed is more than the posted or maximum speed limit. I l. The maximun spacing between cones within a taper shal I be approximately as shown In Table I and the maximum spacing on tangent shal I be 50 feet. 12. For approach speeds over 50 mph, use the "Jrnffic Control System Far Lane Closure On Freeways And Expressways" p I an for lone closure detai Is and requirements. * Portable Flashing Beacon TABLE 1 CT APER) Approach Speed lmphl 0-25 25-40 40-50 Taper Length ILi* 125 320 600 Over 50 see note 12 Number of Cones for Taper* 6 9 13 Spacing of Cones Along Taper I Feet)± 25 40 50 l*lBased on 12-Foot Wide Lane. This column Is also appropriate for lane widths less thon 12 feet. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON MUL TILANE CONVENTIONAL HIGHWAYS MISCELLANEOUS DETAILS ASP T-12 -II Pre5/re55ec/ Concrete Driven P1/e5 /J:;rx;T;on 5,3e De519n i!pec,f1ed Probable Load,nq 7ip tlev. Tip Elev. I Ab.its. Benrs OS OSO 2 l J8 (2/86) 45Ton -/4.0 -1:).0 70Ton ·29.0 •j4.0 Concrete Bomer Type es W/Tubulor Hondra ; I To Hunrmgton ' Beach \_A. C. D1 l<e 5ee"Roodwoy Plans" <ti 'I.: -y l:l O l:l 1:1 t\ ~H :I ----' --' ll I I ........ !!, -- Melo/ !3eom Guorci Ro1/____,,/ • J\ Channel Woll· Typ, Jee "lblberf Channel 5hee:r P;/e tvo!I" Dra,vm95 Scuppers • ff.i,D @ !v11d 3pon (ici. /0) I -,-Q_886 % PROFILE 5caie: Verr /":4' !1dn3. /11:f01 l7G~011 REDUCED PLAN 7 DIST COUNTY ROUTE POST MILES SHEET TOTAL TOT Al PROJECT NO SHEETS 12 Orn 21.3/22.1 68 104 y\>.OfESSI0,11 CH!EF, OFFICE OF~tRUCTURE DESIGN ~ £ '4t REGISTERED CIVIL ENGINEER (S) '½, 6-5-89 $ S.O. NEWELL ~ '"eLAN=s""'A""PPRO=v"-A'"L "OA-',,E----11~1 No. 13798 ~11 .. [Ip. ~ * - MeosureJ ;,Jong f /mprovcmcnT USE SCALE BELOW ; 0 I 2 f t:: I I 3 I ~ioHSSlo.t.ff .:f '+. PLANS APPROVAL DATE /j W E.HURT!ENE 'i REGISTERED CIVIL ENGINEER S8L0 11 39!..011 39!..o" 3 INCH:$ ON ORIGINAL PLAN" :.i I MOFFATT 6 NICHOL ENGINEERS I ~1 No. 19158 ; .. ·--I I C, C) -0 ,s; -0 u..: 'CJ <tj ( c-5ee. Hydrolog1c SummQry ".i On 1'!'ounda/1on Pion" Sht. 1--1 ' ' I ' -- ~~ "( -0 '" 'I ,; !1 .t / Toe Of 5/ope /Typ.) / I Mcial Beam Guard Ra;/ 1, <.,.,.1 ,I I 1l~, 1· ' ,I, 'c "- .....__-!/ c ta. 63c+06.Ja Elev. IG. 30 To ,Vtwporr , .Bec;cn /A. C 01Ke ( 3et 'Roqdway Plans" , ---~ :!:t:;r \ I __ I _I &!~I \ "-----Gr,crm: Bomer Type 25 ~ W/Tuoular rlandrcJ1i Exist. Relam,ng iVa/1 To RemOJn In Place CONSULTANT ♦ Eap. 9-30-89 • 250 WEST WARDLOW ROAD • 7Ao"'o°'REaisofs~==~=~--"'~, CIVIL fl.~, ... LONG BEACH CALIF. 90807 (" o, t~\\\tl -CITY STATE ZIP ii' Improvement Pt;os1: JI Consrr1JCT1on I Phase I Construction 110~011 55' 55' Tu bu/or /iondro1/ (Typ,J--,::------15' le' 1e' 16' IG' 11:' 1l 15' ~' Cone, lam rTyJeSOA~ ( 3cuppers \ Proh'e 61 de , mp ~01/ ype'K' Jee 'Raad Plans' (Tiyp,) ------'-, ,~Cone. Bomer :t% ,, , '.E& ::ti V Type i:5 (Tuµ.) II II II .,.,, 1 II II II II II lit II t---60.(al. £c/15on le'1<P Water ~-11··l)_,fY /11 r -,n1 11 11 Ir ·11 11· • . ----.JU.1-1+--H-71-:t:IJ--.tr II, 11 11 11 11 11 1~Presrres5ec! !i:3/4" <P Gos-----+Ht--tt-ir1111II II 11 II II II II II 11 11 11 11 II Concrac Piles SHT. NO I e B 5 6 7 !I !! l! I! !\ !! !\ H ii !i !! i! !! !! !! !l i! ii ,I II ii II I ll 11 ,, II ,1 It ,I 11 LI IJ II II ,1 CA5T·/N·PLACE REINFOf/.CED CONC/1.ETE. 5LA8 TYPICAL SECTION I"= eO' INDEX TO PLANS TITL/: 6eneral Pion Deck Contours Poundor1on Pion Aou;rnenr And or:nl De/01/s Typ,col Sect,on 3/ob ,~e,nt'orcerr,ent Deta1/s io9 OF Tesr Borings NOTES: 5TANDARD PLAN LIS'/ Doled January, 1386 A·Gc·C E.xcovot1m ¢ 8acr-F1II • Br,dqt' BO· I Bndge Oefo;/:; 86· IO ut,//ty Ope11,119s 811·30 Temporary Ra,11119 (Type I<) 811·51 TubulorHand Ro1/1n9 Bfl• 5a Concrete 8arr,er Type , 5 A75·A ConcreTe oarner Type £0 80-3 Br1dqe Defa,h B0-5 Bridge Defa;ls (!) Po;n! 81<. No. 55·G58 /; Year Constructed r+5/ondord Pion JiJe~r 1V0. G--Derail No. DIVISION OF STRUCTURES STRUCTURE DESIGN BRIDGE NO. 55-658 TALBERT CHANNEL BRIDGE I ORIGINAL SCALE IN INCHES FOR REDUCED PL.ANS I I ' I ' ' ' cu 12io9 EA 023711 POST MILE cl. T4 I D,~rn~ard pcio<s beoring ~arlier rt'vo,,on dau-s - GENERAL PLAN RISVISION OATES IPARl~INARY ST~O~ ON\.Y) I I I I f-- 1)$ 050 2 I 39 {2/86) Edge Of Oecf<----.L f PACIFIC COA5T HWY. edge Of' Dec!<--- PLAN 1" = ea' Camber Shown Repmenls Toto/ Long-Term Gire/er Ddlecr1011 Due To Deaa Looc/. Oef1ect1011 At Time Of faiseworl< Removal w, I/ 8e Approximately ),i Of Camber Shown. No Allowance Is Included far fo1s1:wor1< sememenr. CAMBER D/AGRA/yf No Scale NOTE5= I) Coniour.; Do ,voi lncluoc Comber. ;) x • /J' lmcrvo/s 11/or;g 0rc.mon f . .!(;~ ---Comber Lme Chec••d A,-\_,_,, I-<.,., ........... ORIGINAL SCALE IN INCHES FOR REOUCEO PLANS GENERAL NOTES LOAD fACJOR DESIGN DESIGN: BRIDGE DESIGN SPECIFICATIONS (1963 AASHTO WITH INTERIMS AND REVISIONS BY CALTRANS) DEAD LOAD: INCLUDES 35 PSF FOR FUTURE WEARING SURFACE, LIVE LOADING: HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD, REINFORCED CONCRETE: Fy • 60,000 PSI F'c .. 31250 PSl N • 9 APPROXIMATE QUANTITIES Furnish 2 0" Presrresoed Concrete Pi/1119 Drive 20" Plie Furnish 16" Presrressed Concrete Pl/mg Drive 16" Pile 5/r,p Wafers/op Plasf1c Pipe oe"-PR 150) 3, I Oe Lf. 7e EA. 60 I 1.f. ea !:A. 18 LP I 8G Lf. f /Nr, L PA I QUANT/ TIE 5 orrucT,Ha Excavation ( 8ndge) 5fructure BacAf,I! ( Br,dge) 6/rucrural Concrere , {Jr,c/ge i3ar Remforc,ng Slee/ ( 8r,dge) Tubular /iandro1!mg Concrete Bomer (Tµpe c5) Concrere Bomer (Type 5DA) State of CALIFORNIA DEPARTMENT OF TRAIISPORTATION DIVISION OF STRUCTURES STRUCTURE DESIGN cu 1eeo9 EA Oi:377 I E75 CY. 80 CY. !35e CY. 177,00o Lbs. 3:Je Lf. 33/? L.f. 176 L.f. BRIDGE NO POST MILE C:/. 74 DIST. • COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO SHEETS 12 Ora 21,3122,1 6-5-89 PLANS APPROVAL DATE MOFFATT S NICHOL, ENGtNEERS CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CALIF. 90807 CITY STATE ZIP REDUCED PLAN USE SCALE BEL~W 0 I 2 3 -=~~~ ~'.G:L PLAN ::l TALBERT CHANNEL BRIDGE DECK CONTOURS REVmON OATES IPAEL,MINMV STAc.E-DHLVI wa 69 104 SHEET OF e: 7 f--II j -II I I G.45 I '---.-/ NOTE· ci !nd1cares 8ottom Of Foo1m9 Elevation BENCH MARK, 1.7 HILES NORTH Al.ONG THIE PACIFIC COAST HlGHVAT FROM THE NEWPORT AYENUE OVERPASS AT NEWPORT SEACHr AT THE SOUTHEAST END OF CONCRETE HlCHVAT BRIDGE 55-01 OVER SANTA AMA RIVER. IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CURB. O.S FOOT NORTHWEST OF HE SOUTHEAST DID OF THE SIDEVAI..I( AHO ABOUT a.s FOOT HIGHER THAN TH£ HIGHVAT. U1.S.L.J 1970 ,ELY. !5.814 OS0S0~1~9(2/86J I I I I I Aburmenf 6 63e+05. GO ·tti!: Improvement 653°05' i:8" E Waler (New) 5o. Cal. 6CJS (Nei'I) I NOTE, All Piles Nol Show!? 7.85 I FOUNDATION PLAN I /11 = eo' HYDROLOGIC SUMMARY DRAINAGE AREA: • /!!,.$ SQUARE MILES FREQUENCY (YEARS) DISCHARGE ( CUBIC FEET PER SECOND) WATER SURFACE( ELEVATION AT BRIDGE) DESIGN FLOOD 100 62~5 44 FLOOD PLAIN DATA AAE OASED UPON INFOAMI\TlON AV/\1LABLE WHEN THE PLANS WERE PRi,::PARED AND ARE SIIOWN TO MEET FEDERAL rlEOUJnEMENTS. THE ACCURACY OF SAID INFORMATION IS NOT WARRANTED BY THE STATE ANO INTERESTED on AFFECTED PARTIES SHOui.o MAKE THEIR OWN JNVESTIGA TION • DESIGN B, /-Li.?.-/;..-" -J OETA,LS "' -,,,. • r , "' , QLJANTITlES A.,, ,.· \-( .,,.,.::., I Lhec<,a µ,_...,, ' \.L'. ·.-,.:.-, ORIGINAL SCALE IN CNCHE:S FOR REDUCED PLANS 5 .. --9 10----------- I "--c,_ . , 1 PRE STRESSED CONCRETE PILE DETAILS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION cu li:i:03 EA Oi:3771 S/411 = Ii_ O" I - DIST. • COUNTY I ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO SHEETS 12 Ora ] I 21.3122.l ff M~~,,,2/ REGISTEREDC1 IL ENGINEER 6-5-89 PLANS APPROVAL DATE MOFFATT B NICHOL CONSULTANT 250 WEST WARDLOW ADDRESS LONG BEACH CITY CALIF. STATE ENGINEERS ROAD 90807 z,p 70 104 - PR.ESTf<E55ED CONC/?.ETE r:'ILE NOTES= /-CONCRe:TE ; A-Pt /es : f'ci = 4000 Fs1 @ Transfer if, Ttme , Of Movmg_ Pile f'c = Gooo Psi @ ie Days $ Ttmr: Of Dnvmg Pile B-Effecl!Ve Concrete Presrress AF/er Losses• /G,= //7c Psi eo~ = ::100 fs1 e-FINAL 5T//.E55 IN F//.EST/I.E55!Nl3 STEEL: After All Losses = 154 Ks1 Es/1maled Losses = 35 Kot 3-Co1?cre/e II? Piles Sholl Con/am Nol Les5 Tho!? 752 Pounds Of' Cement Per Cubic Yard . REDUCED PLAN 71 USE SCALE BELOW I 0 I 2d11 t:: 3 INCH~ ~-N ORlGlN~L ~ op1ral Remf Longdudmol Remf /. far Lapped Sp/ice;;, 5p1ra/ Remforcement 5holl Be Lopped At Leos! 80 01ometers. ;;p1ral Rt,nforcc:menl /',/ Lopped Splices Anc/ At Ends Sholl f3e Terrmna!ed 8ij A 135° Hoo/:. A roul?d Lcng1!uc/mol Re,nf. Pile ,5P/R11L DETAIL No Scolt ""V1510N OATES IPRELl"INAAV HAGE ONLY] • SHEET OF I I a I 7 - OS OSO 2139 (2/86) Abu/. 1 Abut r;; ' • I. '<,, C + .,I Q <n ,.. ~ Ii I n, -l::: U) , I ~ C> a t: "' -· G "' ~q "' ·+·.1 .,, er " • I ifL ., I +: ~ <t .t : __ ·I I ·_ I , I f C $ I _g ~ " , I "' t -· +I w C) "' C: I -· a " "' 'lo) "' ·' I ,_, -· +: "' .., 0) ~ ~J "' ·' +I , I % ":i +I ~ I <t , I t: : I PARTIAL PLAN /i8'= 11-0" ~ .... -&--· ~ II ~ <n -· "' "' ~ -t>-' .!J; i,:: C ~ 0 O") .,:: -· ~ ~ -l::: " U) ~ a a "' l.J -· "" ~ ..... .... .., <l <t _,{ .., . .!J; ,,:: +4 edge OP Deel< .,-Ro1!1ng Not Shown [ r #4 X LJ~~+-,,9--\+ @1a'ac.--- #1,e3"ac. Inside face e-#4x ------------- # 4 @ 18' outside face i Abutment Channel Woll W/NGWALL ELEVATION ye11 = 11_0 11 /L4' !•4" Adel 1F4 x ~ @ 18"0.c.--- lFG IE 3"0.C. #4 X u G 18' o.c. SECTION SECTION SECTION #.41! 18"0.C. Outside face #4x LJ e 1a11 o.c. e-#4x _/ 6-5-89 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 21./22.1 • MOFFATT 8 NICHOL ENGINl;fRS CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CALIF. 90807 CITY STATE ZIP SHEET TOTAL NO SHEETS 71 104 5ECTJON A 4 4 = l·O -Improvement= I!: Cons/. JomT Strip I See BO·/ ,-, .stop co"<i' f'reslre55 Cone. f'1/e {Typ.) Phase II Construction #6------Wafer /1.4" ~c /, "' ~ :,. -t--~--~ #6• ' e ,e11 U - I/ #5 " ' -i---r--.. , ~ -~ I 11:. / I_ j IE: 3ECTION Phase II Construction . v ater 1/e T!Jp. P. tap Re ml? 41F7Co #7•'= Tot. 6 nt. 3'.1;'1 •' t· L.+ :---, ! / V 41•511 ~ ) I\ <----1,..1 I/ f', .. 411 C!.G11 a~G11 Phase I Construction ,,,.411 ,,--s. C. Bos Co. I ' . :11 PR :-..I -• ----...,_ ' _I for Ar:Jdlf1onol Reinforcement And Delo// At UtJidu Ocen,no See ~ I I ~:-, --- - Phase I Cons truct,on ~#G 5t,rrups ..., \ ti~ / ' / -· '-. ,-,< I <\J J! .. 411 ~1 __:_1 S.C.Ba.s Co. e1~G11 I 31·G// Improvement= f Const. Jomt 8ECTION f 1/e"= ;(o 4 4 NOTE: _5ee "foundaflon Pion" Sheet For Pile Detail State of CALIFORNIA DIVISION OF STRUCTURES STRUCTURE DESIGN BRIDGE NO, 55-658 TALBERT CHANNEL BRIDGE DEPARTMENT OF TRANSPORTATION cu 1e eo9 EA oe3771 POST MILE e,. 74 ABUTMENT AND BENT DETAILS Di~r,;~ard prin~~ OOnrin~ eatlier revision daws - REVISION CATl!S lPAELIMIN.,._Y $TAGe-0NLY) 4 7 1611 </J f're5tres5 Cone. Pile Typ. At AbutmenT ' Abut.· I IF4 Bar Chairs@ 31 t Transversely,,,.-- And 4" G" r Longttudina!y------7 Ben't-e ?ART IF 5 @ le" (Typ.) 5ee"Abutment And Ben/ Derails" Sheet for Cop Re,nforcement LONGITUDINAL :SECTION BeM-3 eo11¢ Prestress Cone. Pile Typ. At aents Vym,ncincol About i: 8pan a __,_ __ 5ee 5/ab Remf. Details Sheet for Top ii 80 ttom lon91rudmal Bar, 01,mbuhon ¢ 513e,. DIST. , COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO SHEETS 12 o,o 21.3122.1 72 I 04 Rii'GISTEREO CIVIL ENGINEER 6-5-89 PLANS APPROVAL DATE MOFFATT 8 NICHOL, ENGINEERS CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CALIF. 90807 CITY STATE ZIP Phase II Construdron Phase I Construction Cone. 8amer Typee5~ 5ee 0"' Improvement l1-4JI_ 11-411 ss'· o" #5@ 11:.110.c. Bollom Reinforcement f Water Line 5. C. eas Pipe Line ~ #4 Continuous 11-5 Dowels e 1:4", ~l----J ~ "6' Top Of Dec/:.--.______ 1e"¢ PVC. \ ($:e Nole 3) Typ. 5lab . flemforcement DETAIL OS 050 2139 (2/86) • E Improvement ss 1-o" .,--Tubu/or Handrail I See~ Cone.Somer Bame Will W1Th Phase e'o'' • ,.,---Temporary Ro1/ing I' Type "!<' -See 'Road Plans' c.onstruction Jo1nr 5ee (fii5'\ Southern Calif:} @ !Sas Pipe Lme 5ee r::g; ~--water 5 5 TYPICAL :SECT/ON (looking South) ====""""'""""'""""'ee==== Jl4" = 1'·011 ~,_J,.,-(~P1/es Not 5hown) f Abutment~ 3"x10" BC f fo ~ -a ~--.,., rmed Hole ' ~-· • ' •• '• ~ a ,· -''I .. e%8/ope, 5 ee G· for Oeto1/s J I ' ; . ' #41!! 18'0.C. ~~ "' - Top flem- forcement 4"± _ _____.Bcuppers@ • see e 5 5 Ouctss't 6·5"¢ Ducts (5, C. E.) NOTE5 ON UTILITIES: I. S.C.E. Will Furnish Ducts. Contractor To Install And Tie Down Ducts. Op~n,ng ~) 1;- 1 . ~ 5cupperc 3te"6enefCli Plan" Snr. for 5pac,ng ,. . .i,:. • .. '· • JI:"¢ PVC Piping) • e. ·s.c.6os Co. Will Furnish Casmg. Conrracfor To Install And Tie Down Casing. ELEVS..T!ON DETAIL PLAN REDUCED PLAN . USE SCALE BELO~ 0 I 2 I 1 I I L-~ INCHES ON ORlGINAL PLAN' :J -·---· -- State of CALIFORNIA DEPARTMENT OF TRANSPORTATION ORIGINAL. SCALE IN INCHES FOR REDUCED PLANS ' 51-0// t ., ::.". ,;:.....; '""-~ ,•_'.·· L u ' DETAIL DIVISION OF STRUCTURES STRUCTURE DESIGN A ........ ,~, \<\,.,v"O.N ~ C 2<,24.7 ••o,en CNOoNHR oeo,snho<c,v,c £HO'"'"" NO cu le f:09 EA 0e3771 BRIDGE NO. 55-658 POST MILE 1:1. 74 3. Controctor Shall furnish And Install 11:11 ¢ P.V.C. NOTE, Pipe For C1ry OP Hunt1n9fon Beach/ Newp_orl 8each In 18"1 formea Hole. e-1rend pipe 5 feet Beyond The Limits Of Bridge And Cop /1, See De/a,/ ffi w for /?.e,nforc,ng And Details Not Shown See "SLAB ~i:INFO~Ceiv1/:NT OETA/~j'' 5tieet. TALBERT CHANNEL BRIDGE TYPICAL SECTION 5 7 ' y I #to''conT. Edge Of Deck Y, ' >l'IOCon/.'- 1 Awt~or, , #8@ l8 11QC. Cont.\ . 7'-f/1 elo"\7@ta"o.c. \ 41..011 /I / I I I I I I I ! I • I #:@1e"ac.Cont~ Abuimen1 I ' 17@1e"ac. Bt'iR SPLICE LEN6TH All Bars, Except Top Bar5 i:3" e811 34" 39" 45" ?i" Top Bars REINFOl'-CEMENT NOTE5 , 5p/,ces In Top M:lin 8ars To Be Located Near G:nrer Of Span. 3p/1ces In Bottom Ma,n Bors To 8e Locared Neor cent Spocing OF l',/1 Trc,nsverse Bars Is Measured Alon9 i /loodv;ay. Ploce All Transverse Bors Pora/le! To Ben/. OS OSO 2 I 39 (2/861 ' I #8 I:! l811QC. ~ # 4 @ !8 11Conf. \ Typ. I ~l~ ~ I . "F~k::::ii >/ I ,,.,- . TOP OF BLAB REINFOf<.CEMENT (PARTIAL) 9'-611 5~0 11 _ .. ';"_l ~ 't:.1. ;§, \ \ 1/411 = J'-0 11 # 71!! 18"QC. #5& 1e" Cont. (Typ.)--.___,, \ '¼ s'-0'1 ' "' \ . I \ ' . r ' Re1nforceme,1t 5ymmetr,ca/ Abour E 5pan 3 ' ✓-+-Edge Of Deck I DIST. , COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO SHEETS 12 Ora 21.3/22.1 73 104 6-5-89 PLANS APPROVAL DATE MOFFATT 9. NICHOL ENGINEER$ CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CALIF. 90807 CITY STATE ZIP ' 311:i G" ~ Ma/fl 5/ab Remf. #to Cont. --L-' X ('---Eq.ually 3i,aceci (Ty p.) '"-1'.__.,._;,~•...._,_.__._,_.._,'--i #5 , 3co 11 ,, )\ \ ' Transverse @ 30 11 o.c.-;:... ( \ '\. ( 3/ab Re/flf. 11'/0Conf. (Typ.) ,,..-Rem Porcement 5ymmetrical Aoout E Span 3 ~ w ED/3/E . .. . "----#5 •41-0 11 3/-1 Dnp 6roove If 15"0.C. Of BLAB DETAIL 31411 = l'·O" Bente ~ "7@1a"ac. /3enf 3 ~117@1e"o.c. Span3 ' BOTTOM OF 3LAB REINFORCEMENT (PARTIAL) y41J = /'-011 BAR. CHAIR DETAIL No 5cole ORIGINAL SCALE IN INCHES FOR REDUCED PI..ANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION I l ' I I I O 1 2 3 DIVISION OF STRUCTURES STRUCTURE DESIGN A"-'"' kv...,...a...., ~J.,,.,.... C '2.C 2.4/ P•OJECT CNO,NEE~ ,COISTV EO CIVOC ENGONCOR NO SRIOGE NO. 55-658 TALBERT CHANNEL BRIDGE POST MILE e/. 74 SLAB REINFORCEMENT DETAILS cu ,uo;; EA Oc377/ I REVISION DATES (PAELIMEN ... Y STAG!S-Otl~Y) Di~"'gard prinL~ b<-arin~ ,•arlicr r~v,.sion daw~ -j~ 5/j I I I I I SHEET OF I I <:i I 7 ' - . . -g g ' ~ ,: II] mi ~ J " • w ~ • §I El 1i1! ill 1111!1 Ill al II 01 ~ 5 i Ii j i ► ~ : V z w ' " I ~ ~ z 0 V -'"""'"'"" '""'"'''"' -i ! "~~· -~-, ....... ,., .,., ... ,..,, ... ~, , ... "'' "',!'..';' ~ •-~•··--·· .. , •--+-~---.--'-------~ --- ' ' 01,1.. _,, I I -PLAN- Scate I" 8 /001 I I I DLST. I COUHTT I •oun l•o>T ~ll[S----TOUC PIOJ(CT '"" ! 12 I Ora I I I 21.3122.1 I 741104 / / / ~ -".,,. #6'1/ CER.rrlED ENGiNEERING Gf&:ciGis'f231 {, ..... \.~t!J ~N~O~V~E~M78E~·R'""25e,,el.798~7~,~----II$' PLANS APPROVAL DATE MOORE 8 TABER CONSULTANT JACK T. EAGEN "° -~4~8~5,___ 74~5~J~O~E~-~L~o~P~o~lm~o~A~,~•~-_____ ,r E>p.~ * ADDRESS '@/ ~'I-,...,. Anaheim California 9280!_ "'-..::/ OF cr,.l\\\;S CITY STATE ZIP CIVIL ENCINEE'R ?~..(}fllil0,1t,4~ NOVEMBER 25 /987 \.~ \)I.SR. ( e, PLANS APPROVAL DATE ,.._<!f -:,» 8<!': +~ ,'::> C << ~ MOORE 8 T ABl:R , [j Q No. C 040516 ·,;;; CONSULTANT ~ lc4~5~J~O~-§C"·~L~o~P3o~lm~o~A~,~•~-_____ ~ P :J-:3/-9/ } • ADDRESS / : Anaheim California 92807 l1 civ¼-;;' CITY STATE ZIP .!(o__r c~!J-1\,"" JOB NJ. /87-14 -NOT£- r.e.M. 'lop Of Curb Y-I67 Cooslo/ GBOdehc Monument Elevot,on 15.567 S-2 • Surface Sample ------------------------20 -------------------- As Shown 8·2 As SI/own -__ _:Ea:7.'_:/:'l::5=1~.r,\lli,;'~•'flB>J!,!!~s"J''!!i!!!.e.@~~!'..§,!!!'Q __ _ JO • 5 (SP)Ton,fine to medium GRAVELLY SANO with sM/1 fragments-Fi/I. El. 6.2 ... ..;,.. ,:Ground surface at f :.::_ ~(SMJTon,fl11t1tomediumSILTYSAND. \llV,Xl,I ;;; •>,C• £/. l2 GW.S: , \t (SPJ SHg//tly compact, to dense, tan, fins 3/17/87 S !00.6 22.T .::•,: "T7.F' to medium SAND. @:N~~ 0 _______ _@t•~"~,,,,g.,::i;;"~·•t;~;'.~t;mrnr,~•~-•L------------------·10 ,\'· ,1101.2 10.1 El. 1.5 G.WS. • • 3/11!:✓87 S 110\I.O 1~1.4 lS 10&.& tm}:r----------~---(SP} SHghfly compact to tXJmpact,tan,fine to 2 1.4 IS medium SANO. S 2.5 ~ ~ense to very dense,gray,fine to coarsi, ~ SANO with gn111el and shells. _________ ,:;:,~,,~•-I•],~•-•~:;} ~ -----------------------··20 _______ j:j•gJ~[:l;•~•:L_ ______________ _ ·.( (SP} Ver" dense, gray, fine to medium SAND. t. i,l;~ ,11u20.2(i21!!1 ________ -@•IB•~•-~•§"•~:'.i;·~~!=I•~•1-•L------------------··:J0-------1'""'¢}j~]•[!j"ill"U.--------------- .c: : ____ ,_:._; ',-s•M,_,' o,,,ns~ dark gray.fine SILTY SANO. :?. -::-r,:-;-r -c (9 121., 1u\: .!..1!!.J }':· cementBd /ayer at Elev. -36.8 ·-(GPJOenstJ, gray,fUle to medium SANDY' GRAVEL. ----------"-''C"~'-''-"'"~•'"fc?~,t.r.:.,~,~•~•"--------------------·40--------~°} ~~""-"'·'W.,"!J_ ______________ _ :t, (SP) Very dense, gray, fine to medium SANO c• • ~ S 1119.T IS.St hiri:;, ){ io 1.4 IC() with scattered graval. i{ (SP/Verydense,gray,finefomedium SANO. ---------4llfeii-al2jqj;;;i;,,i ___________________ •so-------_lUJ~"ill,"ili"1l ______________ _ ?~ SM/Very dense, gray SILTY SANO. 3/12/87 IS I.♦ n ' .1/17/87 -------------------------60-------------------- -PROFIL£- Scale Horiz. ,.=~o• Vert. t'= 10' l REDUCED PLAN 1/ USE SCALE BELOW Ir I ~~ 11 3 INCHES ON ORIG~~~ GEOTECHNICAL BRANCH -TRANSPORTATION LABORATORY State of CALIFORNIA STRUCTURES • DESIGN URIOGE NO. 55· G51i TALBERT CHANNEL BRIDGE I I ORIGINAL SCAI..E IN INC:NES FOR REDUCED PI..AHS DEPARTMENT OF TRANSPORTATION I ' I ' 1 ' ' ' cu /Ee09 EA OE3771 LOG OF TEST BORINGS I Dcsmgard prinl.ll beari"~ eorlLar ,~vision dai,,,, -~.Js;9I I I I I I I 7 I 7 - DSDl:'>9(Ru6/B5) 8.8. li30+ 30.J3 Bev.+14.74 )( __ ..,_c;. e/ev,+/0.00(Ti•o,): ·--• l'ler.·S.oo Mox. O;-edged Lme (Future) I -~ -- : 1 I/Wm l ,i ,, ,, II " II ,, 11 ,, 11 PL/\N 5f CT/ON ': II II 11 ,, II DETAILS E.8. 532'06.:!3 -~ Elev. IG.30~- -------ri---,,;;··. fie'Y, 'f' i'.00'!' 111e111 11 • · ,,,~ 'le.iii fx1:,!. 6round ,1 •• "-- s, 'l, -+-11---cost·ln·Ploce : i Concr~re Cap (Ti;p.) .. .I'-_ ----Preco5I Prestressed .5heei f'l/es (Typ.J I State of CALIFORNIA REDUCED PLAN=,\ USE SCALE BELOW \ 0 I 2~11 ~ ~ lNCHES ON ORIGINAL~ c....----- DIVISION OF STRUCTURES STRUCTURE DESIGN BRIDGE MO. 55·G58 POST MII..E DEPARTMENT OF TRANSPORTATION A.,.,.. K.,..,,.. L. C 20 247 PROJE~T ••••• .. R •G<STEREO C<V•L <•G,NEER NO el.74 ORIGINAL SCALE IN INCHES FOR REDUCED PL.ANS , 1 ' 1 ! cu 1e eo~ t 2 EA 02377/ I DIST. I, CO~TY I ROUTE I 12 I O,a I I I REGISTERED ENGINEER -C!VIL s~s~ss PLANS APPROVAL OATE POST MILES TOT AL PROJECT 21.3/22.1 MOFFATT 8' NICHOL ENGINEERS CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CALIF. 90807 CITY STATE ZIP GENERAL N0TE5, I· CONCReTe 5TIUNGTH: SHEET TOTAL NO SHEETS 75 104 o. Prestressed Concrete: ::Jheet Pile fc' = sooo Psi @ e8 Days $ nme Of Sheet Pile Onvmg_ fc1 = 4000 Psi <!! Transfer¢ Time Of Movmg Pile b. Remforced Concrete Cop: fc = 3500 Psi e 28 Da!fs c.. PRe5TRe55!N/3 5TR,A,ND5: /lf:11 ¢ 5even· W!re Low Re/axar1on Strands 6rade eiO a. effect;ve Concrete Pres tress After All losses, fse = ;oeo Psi b. fmol Prestress In Pres/resswJ Strands.- After All Lo.sses = 154 ksI estimated Losses= 35 ksI 3. Re!NrORCIN/3 STE.El : All Remforcmg Steel Snoll be Deformee/;;, nd Conform To ASTM A 615 6rade GO fy = 60,000 Psi APPROXl!v!A:E Q'J/4NTITIE5 FURNISH PRECAST PRESTRESSED CONCRETE SHEET PILING ····-··· 86 EA DRIVE PRECAST PRESTRESSED CONCRETE SHEET PILING•····-. 86 EA FINAL PAY QUANTITIES STRUCTURAL CONCRETE, WALL ·········------- BAR REINFORCING STEEL (WALL) ·-·-·····-----···-· 71 CY 7,400 LB TALBERT CHANNEL SHEET PILE WALL GENERAL PLAN REVISION CATE$ (PFIELl"IINARY STAG!a-Ol<LY) I SHEET I OF I I I I I 7 I I 3 OS 0S0 2139 (2/86) ,. .,,., r----1--Cosl-In· Place Cap Above SHEET PILE LAYOUT PLriN J,411 == f'-O" DESIGN DETAII..S QUANTITIES s, ~~llll,t,;\/ ORIGINAi.. SCAI..E IN INCHES FOR FilEDUCEO PI..ANS e'C!r. "4-Cont. #3@/8"x K _ ~ Ye"<P Presrressm Strand Spaces • 48·//e"<i' Prestressm9 Stroncis 1-------'"'----'7--'fa'--"--f--.r #: 3f rrru p.5 x q:;rJ For Spacmg See .5heel Prle e/evot,on .,"Steel 5ECT!ON Or SHEET PILE TYPE3 Bl$ Be 48-Ye"<l>Presrress,ng 5tronds ---- "'3 Stirrup , [:Q] Far 5pacmg See Sheer Pile elevation /12" ¢ Presrressm 5tronci Spaces mfer "4 Cont. "3@ 18'1 ~ l'-4v ,5ECTION Or 5HEET PILE TYPE5 Cl¢ Cc BRIDGE NO. G ~ "' ., & "' ~ ~ <l:: ..... -~ ., ., ~ ~ .__ .__ I): ,e. ii 0 " ~ § ., :,: '<'.<!; " in Ro 'B !>.. "l .g: -'ll "'\ -'"\ ~~ S' "" ~'t '-' '--t cQ ~ DIST COUNTY ROUTE POST MILES Sl-1EEl TOTAL TOTAL PROJECT NO SHEETS 12 Oro 21.3/22.1 6-5-89 PLANS APPROVAL CATE ~g~~t~lNTa NICHOL EN<ilNEERS 250 WEST WAROlDW ROAD_ ADDRESS LONG BEACH CALIF. 9080 CITY STATE ZIP REDUCED PLAN USE SCALE BELOW 0 \ ~ :::. :3 II t=. 3 \MQI.ES ON OR\GINA~~ --=-----------~ 76 104 State of DIVISION OF STRUCTURES CALIFORNIA STRUCTURE DESIGN 55·C58 TALBERT CHANNEL SHEET PILE WALL DEPARTMENT OF TRANSPORTATION • c 2<. a cu 1eeo3 EA OC377I POST MII..E cl.74 SHEET PILE DETAILS NO. 1 lChornfe !"Chamfer !'Chamfer u ·m----e"¢ Hole (Tot. e ~----itttt--A I for Eo. 5heet file) ---tiH!----JJ;eu,:, Hole (Tot. 4 /'or co. ;}heel Pile) I I ~-+.lll---3"¢ 3/eel Jet Pipe 11 (13rou! AfterJettmg) I I I I 11 11 11 ~---+4!~--48-fe"¢ Pre5/res,ed -+-'+-5~¼~21/ior.11'e11Hole !'Cho P. IT II 11 11 4" r. N'O"To Ne,! Weakened Jo,r,t Of Weokenecl Jorn/ See • e4<0' To Next Weakenecl Join! Or expon,1on Jami # 5 Conr. (Tot. 4) or expansion Jomt • ' I.· 1 I I .~-nccc-. Precosf Pres- 1 I I I I I #5 Con!. (lot. -1: ete. .l'oce) kess~c/ Sheet 1 ,. .. f'1le Uru/.._-.+-. '---.,,;..--I I I I I I I I I I ·.-1 I I. Phase I Construct,on !'hose ll Construction (Pile Cap) • "' ---,- ~ ' • ~ ,~ ,, "' ' ~- DIST: , COUNTY ROUTE 12 Ora REGISfEREO ENGINEER -CIVIL 6-5-89 PLANS APPROVAL DATE POST 'MILES TOT AL PROJECT 21.3122.1 MOFFATT 6 NICHOL ENGINE;ERS CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CALIF. 90807 C1TY STATE ZIP SHEET TOTAL NO SHEETS 77 104. .Jeven • Wire Strcmcls 13roclec70~ elev. -33.00 5heet Pile Tip £/evol1on I ,;~o' , I ::_ __ ~____;__ "" II <_•_I e-#4 11 , I 1 I I I : I I I 4-# 4 X ~1/,J Eq.uolllf ,5poced FRONT ELEVATION .SIDE ELEVATION !' .. en ~ t fe"¢f'reslressmo 1 ' .95. oces@4"=3'o' 6/roncl Space J .SECTION OF ,5HEET PILE ;ii.: 11-011 OS 0139 (Ro, 6/85) TYPES DESIGN DETAILS ., QUANTlTIC:S Sheet f'Je 1/ntf Length (TypJ D1rect1on Of Sheet Pt!e Drtvm Pile Co Phase 1 Construction £nd Of Sheet Pile !'hose I Const Ye" £xpons1on JI. Ste" Cir. !'or Or!V!nJ f'1/e !'hose ll Pile Co Phase 11 Construc/1on PLAN CHANNEL WALL ELEVATION PILE C/\P EXPAN.510N JOINT DETAIL •!4"Chamfer (Tlfp.)~ J" I/! .5/ee I Jet Pipe 3'-3fe' Cosr-In -Place Co 8" !"1112," 8" #5 Cont. (Tot.a) elev. t/0.00 TopOI' !'i/e Cop elev. + .9.oo Ta Of 5hed !'i/e --c--+:,,,..--#6 x~r-lnlo !Ye"¢ Hole And Tolbert &routed After Anchor llemf. Channel In f'loce. (Tot. 4 for fo. 5heet , Side f'l/e • See Nole) :,_;_~ _.; ·" (future) NOTe, llemf. Mal/ Be f'/oced /IV!th Hooks In The Longtludmol D1rect1on Of Cop ror Cleoreonce. 5ECTION A 5 5 BRIDGE NO. REDUCED PLAN USE SCALE BELOW l I ~ J 3 INCHES ON ORIGINAL PLAN State of CALIFORNIA DIVISION OF STRUCTURES STRUCTURE DESIGN 55-658 TALBERT CHANNEL SHEET PILE WALL ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DEPARTMENT OF TRAHSPORTATION ~;~. cu IUO~ EA Of3 77/ POST MILie e,. 74- DiMegard prin~~ bearing eru-licr ,~vision dat.es - SHEET PILE DETAILS NO. 2 REVl!ION DATES (Pfn,LIMl~AAY •TA(';E.CHLY) SH~l!1" OF 3 ., - Pmtre~ed Concrete Dmen/'1/es•C/055/!IJC L t /Je519n Specified Probable oco ion Lwdmo Tio Elev Tip Elev. Abut.I !OOTon5 -1:.7. 0v -3c.0 Pier e JOO Tons -45. o v -4 8 .o P1er3 /OOTons • 5 e. O " -5 7 .0 P1er4 1oorons -u.ov -57.0 P,er 5 IOOTons • 43, o v • 48 .0 Abut. 6 /OOTons •no v -3e .o a:i <tj I Concrete Slope Povmg (Typ.) Exist. /f:0 11¢RC.P.~- Ex1sr. 7811¢ R.c.P.~---~. ,~.;,;. ,,,,. 1 i To Br: Rr:p/qced -$-' -ft. ''""""'1 ·-{---. •• -51:1: "Replacement • Y :/ 'I, 1 1 11 ~ Of' Portion Of' ,Jfandb!:J cone. Channel Invert {c~1si)/ " :: Ocean outf'all" , 1 Orawmgs 040 641 -- -A-1-• --l( ii I II " 5eal Course " 64e PROF/ LE GRADE i -- 1TTI i 1111 I 64, Pier 3 563'·0" I " I q ·c, .. I!, ,, ,, / -3cc Hydro/091c 3umm ,ry On / i "founoat,on P!on"Sht j Pier 4 --: -1-;: 0 ~ I I &,,J' 1111 1111 Pier 5 ELEVATION r=4o' <tj '>.; EXJSI. 6round Line .,,~fG;J,-c-_ • 11 /I II 1 {Datum elt·v. -30.00 646 Cone. Channel 0 REDUCED PLAN USE SCALE BELOW I C!ST COUNTY ROUTE POST MILES TOTAL PROJECT SHEET TOTAL NO SHEETS 12 Dra I 21.3122.1 78 104 CHIEF, 01i"FICE OF JlTRUCTUAE DESIGN REGISTERED CIVIL ENGINEER ?\l.O!fSSIO,t4. At: ' ~ ~ fl $ 0 NEWELL )i =7'6'c·5,c-.;,8,g9=~~----ll'~I ,._ 13798 ;; PLANS APPROVAL DATE I • Exp. 3-31-93 * ~ "'1' CIVIL 1>.~ 'tr OF C~\,\\dl-~ REGISTERED CIVtl ENGINEER "&; ~¥,0~10.t-,{ ,".; L l ~ I 3 INCHES ON ORIGINAL Pl.AN _J PLANS APPROVAL DATE &-KE.HURTIE~ MOFFATT a NICHOL ENGINEERS ;_;~9158 ';; CONSULTANT • No. ·9-30-89 • .., __ _ e,25ocO_w,,.,E"'ST'-"W""AR"'D"'LOs:,We....:,Re,OA:_eDc__ ,,, CIVIL ••• , ADDRESS ~1-. ,.._., f OF tt,.\.\\ti LONG BEACH CALIF. 90807 CITY STATE ZIP Phase ll Construc/1on Phase! Consiruct1on Tubu!Or J 1 1 1 1 , 1 1 conc. Barrier f!andro1hng 7 8 1e le' JG' !G' le' 12 9 e 11: iype e7 ~ \ I , -1, , {Modified) t Exist Br,C/ge---, 38·G ...-= tnpr vem nt Cone Barner i8amerTvpe50A , Profile I rode 1 ,,--81cyc!e Poth Tupe eG ~ /O~cl<.;Dr~t% ,(/_ ,,;_ /1-rTubularHond· , "-"--I l Roiling Abut 6 Inver! {fx1sl.)---..__ ,.,------- Debris Nosmg ~ b __ 1l /II ll\ l( :1;'/1, 'i!.RA7i. H? ~ Cone. Bomer -~· / '\' ,sl ' -1§[;A:,,:}d Wans' I\ YType E6 ~ ' • ·~ ,:i '-3o.Cal. Gas {Mod1r1ed) <h "' \ So. Cal. Edison.,/ .5cvppers " II II II Presfressed Cone. /3irders ~ 1 \ I I [ /morovement 643127.06' \ I I I I I ~ 1£/5ontaAnaRwercijpnn,o//6'8e,1 :1 I I /?i om1hg /Yo!/ See II " S~cw •=It II. Debm Nosing I 1 Rod Pl~ns 1 1 11 8,A/'Z,, ,, I ~Typ) _ I I I ,Deck Oram Typ. At 1/3 5pon Tot. /0 CD Point Br No. 55 ·ol ® Pomt Sonto Ano River Br. Metal &om GuarC/ Ra1 I 51ope Pav1n9--""" io: At:.. D1Ke • See y,)$' •. I "Rood Plans' :c'..,, ::, I rl: ---t-1 ~.Iii ~ -~T T--~G:,"'· --+-,,.: i'OSSID/t-o.1sr.'+--1-- - 1 -I Foctmgs, \, 1 . I, ' ' ' I' O'.. n r -r G39t BB. 40 - o.8. IHOI 4:J.40 fie~ 23.68 Melo! 8eom Guard Roil 81cy,cle Porh 5ee 'Rood Plans' DS OSO 2.138 (V86) I ·• •. <·\ ~ii: , r I I I I I 1 i I I 1 Y:,ACiF!C ' I I I I I : I I I I I ', ' COA'ST 1 641 1 ~ I ' ' ; " I I ';: I lj 1111 ~ I I .!:! I Ii -_L --_ -1-11_ I 5cuppers Typ. A I '13 Span Tot. 10 .. ·.-,,:., ORIGINAL SCALE IN INCHES FOR REDUCED Pl.ANS I ! I ' I I '' . ..I >-Structure /ipprooch < Slab· Typ. • To Newport 8eoch • ~,,,,) for Wall Dera!i, ([) Paint 8R. No 55·0/ t Year Constructed ® Poml Sonia Ano River Br. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. ·11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. for General Noles, final CluanN1es And Approximate Quc;nfil1es See 11Deck Contour'1 Sheet DIVISION OF STRUCTURES STRUCTURE DESIGN p,,e,TReSSED /3/RDtR INDEX TO PLANS GENERAL PLAN REMOVAL ANO RECONSTRUCTION DETAILS NO. 1 REMOVAL ANO RECONSTRUCTION DETAILS NO. 2 REMOVAL ANO RECONSTRUCTION DETAILS NO. 3 • DECK CONTOURS FOUNDATION PLAN ABUTMENT DETAILS NO. 1 ABUTMENT DETAILS NO. 2 PIER DETAILS NO. 1 PIER DETAILS NO. 1 (STEEL PILE ALTERNATIVE) PIER DETAILS NO. 2 PIER DETAILS NO. 2 (STEEL PILE ALTERNATIVE) TYPICAL SECTION FRAMING PLAN LONGITUDINAL Su\11 REINFORCING PRESTRESSED GIRDER (INTERIOR) PRESTRESSED GIRDER (EXTERIOR) SLOPE PAVING DETAILS CONCRETE BARRIER TYPE 27 (MODIFIED) STRUCTURE APPROACH DETAILS NO. I STRUCTURE APPROACH DETAILS NO. 2 STRUCTURE APPROACH DETAILS NO. 3 PILE DETAILS -ClASS 100 AND ClASS lODC LOG OF TEST BORINGS STANDARD PLANS DATED JAN, /988 A 62-C A 75-A BD-3 B0•5 B6-10 B6-21 B7•5 B7-10 Bll-30 Bll-51 Bll-53 811-54 BO-I B0-13 EXCAVATION AND BACKFILL • BRIDGE CONCRETE BARRIER TYPE 50 BRIDGE DETAILS BRIDGE DETAILS UTILITY OPENINGS JOINT SEALS DECK DRAINS UTILITY OPENINGS -BOX GIRDER TEMPORARY RAILING (TYPE K) TUBULAR HAND RAILING CONCRETE BARRIER TYPE 25 CONCRETE BARRIER TYPE 26 BRIDGE DETAILS BRIDGE DETAILS _rotondard Plan U-oheefNo. . Oe/011 No. T1rlt Sheet wnere Cur 1idd1T1ona/ Shi. From Nh,cli Seel. ls Taken 5ficcT Whtrc Drown BRIDGE NO. SANTA ANA RIVER BRIDGE GENERAL PLAN REVISION DATES (PIIEL,.UH""Y STAGE ONLYI ' I I I I ' ' a cu ,e eoe EA OC377I Disregard prints bearing Parlier rnvision dat~s -I I I I c4 f-- J ~ 11'----J_. ! followmQ Compleflon Of r \ I fhose I r:onstrucf1on Remove i I I Exist. Brtdge --~~=--=~==~al-LLl\c=S--j.L--i--+-.. / .. ~ 639 640 641 OS OSO 2139 {2/BBJ \. Concrete Channel In ve rl~ Ext t. Br, ge I l<emove' f:x1sl Cone. Wall As Recjd for Construct Pier PLAN II AFTER: COMPLETION OF PHASE I i . ,,---Ex1si. Pier~ Channel Wall To Be Left In Place ' 64c Phase ll \ Con.irruc/1on • I ll \~ See'Remov~ ( I/ ) Reconstrud/10 De/01/s No; 3 (jh/_ for oevo,6 ' \,---[ Pter 4 ' I \ 64) Pho s e JI Detour I \ ,, ' \ \11,, see"Remova/ ,' -,"._ •• \ i PAC/f/C COAST HWY. \\I \ l\nd Recons-'-........1 \ , -.......... ,, \-\ \ truct,on Dm,t \\ ·~·'---·--, I\• // ' \ \;;,. '\No. c Sheet for \\ '\" _ Details , ~" PLAN COMPLETION OF PHASE If ~' - ORIGINAL SCALE IN INCHES FOR REOUCEO PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION DIST. , COUNTY ROVTE 12 Oro REGISTERED CIVIL ENGINEER 6-5-89 PLANS APPROVAL DATE POST MILES TOTAL PROJECT _ 21.3122.1 MOFFATT 8. NICHOL, ENGINEERS CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CALIF. 90807 CITY STATE ZIP SHEET TOTAL NO SHEETS 79 104 Concrete Tgp1cal New Channel.Inver/ -Pier Wall~ E/evo/1on Vanes~ ______ _ I' Expansion . Jotnl nller (Typ.) --1---New foolmg ____,/ Remove Ex1stmg_ Concrete Channel Invert As /l.e9u1red For The Construction And (<eploce Concrete Invert.. NOTE., This Oefat! Is Typical Af l',I! Pier Faafmgs For . Bofh Phase l And fhase II Consfrucf1on. DIVISION OF STRUCTURES STRUCTURE DESIGN cu 1e.eo9 EA oe 3 771 BR!DG!;: NO, 55·01 POST MILE 31. 55 5ECT!ON !) 2) 3) 4) 9) No Scale FOUR LANES OF TRAFFIC {TWO LANES IN EACH DIRECTION) AND BIKE PATH SHALL REMAIN IN SERVICE ON THE EXISTING BRIDGE DURING THE PHASE I CONSTRUCTION. DEMOLITION OF EXISTING BRIDGE M/'I.Y START AFTER PHASE I BRIDGE AND ROADWAY CONSTR~CTION IS COMPLETED AND TRAFFIC HAS BEEN ROUTED OVER THE ROADWAY. NOTE THERE MAY BE REMNANTS !FOOTINGS AND PILES) OF EARLIER STRUCTURES WHICH MAY INTERFACE WITH THE NEW CONSTRUCTION. UNLESS OTHERWISE NOTED, EXISTING SUPERSTRUCTURE. PIERS, ABUTMENTS, FOOTINGS, PILES AND REMNANTS OF PREVIOUS STRUCTURES SHALL BE REMOVED TO ELEVATION -8,0, " WHEN JOINING NEW PCC CONST. TO EXIST. PCC, SAWCUT FlRST. SALVAGE EXIST STEEL REINFORCING AND LAP WITH 45 DIA. NEW STEEL REINFORCING. SANTA ANA RIVER BRIDGE .REMOVAL AND RECONSTRUCTION Dl;TAILS NO. 1 Fl£\11Sl0N OATES !PRELIMINARY STAGE-ON~Y) " 5/:1 e c:.4 -.-J,-r I I \ tr' Remove exist. Pier I I I I r----L-'--Place Concrete 8/ab 1 1 Maleh cx1stm9 Thtc~ness ' And lnve rl Elevation f---'-cc..;,b-!,=~·-~. ~ .• ~ . ...,..J.:,,.·.=/4"'f,.,.~f.~;~~c.:.c..:.., To Of Exist. Pt!e A ter Cutoff Back ft// REPAIR AT EX/STIN@ PIER REMOVAL To Of Exist. Pile After Cutoff ¥,s',f'·O' _,,...---exist, Piles To8eRemoved r~ ....-------Place Concrete 8/ab Match ~ .•. 1 Existing Thie /<.nes, And •·.••·.•····•·t Invert E/eva/1on. ---~~Bockf1II REPAIR AT EXISTING PILE REMOVAL %'•1·0 OS OSO 2139 CU86) Rock S/o e Protection Trons1t1 on Ec.ich Side Pier Siem. _ _J _______ ::t; I ~-J _________ __J ~ OOWN5T?EAM WALL TRANSITION •1.,1-0" ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Place New Rock Slope Fro/ect1on State of CALIFORNIA Vanes 8onto lino River Ex1:,/, Remf. Cone, Woll To 8e f/,e· Translf1on From eX!ST. To c-6' At Pier 6reenvJ/le 8annt . Channel Match Exist, Elev. DIST. • COUNTY ROUTE 12 -~1;:~~~~i:;ER 6-5-89 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 21.3/22.1 MOFFATT 8i NICHOL, ENGINEERS CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CALIF. 90807 CITY STATE ZJP moved ------./)<:_.J\._)"""',+-7Tlffff,,-{.___) SECTION DIVISION OF STRUCTURES STRUCTURE DESIGN BRIOG.: NO. 55·0! POST MILE REDUCED PLAN O USE I SCALE B~LOW _1 I !<> I I =t I-3 1NCMES ~~ °:_'°:L PLAN SANTA ANA RIVER BRIDGE SHEET TOTAL NO. SHEETS 80 104 DEPARTMENT DF TRANSPORTATION cl.55 REMOVAL AND RECONSTRUCTION DETAILS NO. 2 cu /UOB EA 0E377I 5/9 REVISll»i DATES (PRELIMINARY 5TAGE-Ol<L 'r) " 3 24 .l I -+-11----Remove Channel Wall t 'I-I ltnd Faotmg Its Needed ~ i ':\ __a To Construct Pier 4 ~ II' ' 3(3"~1/2 I I I I , ' Ll1 I I i ', fx 1st. Channel ,,I :1 .- Wall ~ I I • I 11 11} 0 -;,, <n @ Pier 4 Nosmg New Channel 1 1 • Wall ------111 &D-\-------- 1 ii -' \ ~ I II I\ I ii Top OF 8tem 1011 t ~ ~ llottom OF Stern l~"t =t,t -'1L L PLAN -UP5TREAM WALL TRAN5/T!ON I, , -~ -~ -~ --~ --~ --~ -~ __ ,__ -~ -~ ---·--------------~ ,,,,+, I E;,pose ltnd Sp_l1cii J Ta Exist. Wall ReinR YB" = 11·0" Maleh fx1stmg E.levat10fl1---------"'BOc.'·.eO:._" __ c._ ___ __, I 'I' I I I I: . De br1s Nosing Concrete Invert~~ 'I' i I I I j' I I ' : I I ii, I I' I I' I, I I!! ii New Channel Wall--_' Pier 4 Nosing r e'-o" 8onta ltno /l.1ver I Breenv1lle Bonning Channel DIST. COUNTY ROUTE le Ora I 2131n.1 s1 T 104 REGISTEREO CNILfNGINEER G-5-82 PLANS APPROVAL DATE MOFFATT a NICHOL, ENGINEERS CONSULTANT C 1'6"~ ,.~ 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CALIF. 90807 CITY· STATE ZIP 4 : El.+ II.GB' Expansion uo1nl filler -Top Of New Channel Wall #4& le 11 £,f -----✓ #:J& 1e" ~J--="'--ll.t: l'•JCl !:x1sr. ConcreteVor1es \ 1-'1 11 Invert , -, #¢fcl/ I 1 l:levat1on Varies Tap Of Nosing ----following Complet1on Of Transition Wall Restore .i:, e 1e"xj [-• Roel< Slope Prolec t1on Place Concrete i5owcvl ---.. To Ortginol Location Slab--._, Vafles [f;~~~,concrete \ # .e 011 T(,B\ Place fx1sl. Concrete lnve]t Jr..,-c-c:,-,,,::==±: fl.·4:3e't 11 #4!!1E" \ \ Conc,5lab) ::-, ,=·4,Be't --=f , Vanes 4•G' ''•' 7•G" Vories , , Jomt filler 1--=.='-~-"-+"-l---'--"---i----"''-""'--~ ' ' \ Place Cone rete 5/ab Maleh ,~1st. Th,cknes5 Tt8~ : ' I : : Sowcut '-----Place Concrete Slab LL:-,e-+-a ,~,--lJ.~C-1 Match Ex IS t. Thie k ne ss ' : ' I I' I, I I' I ,I 11 • I I SECTION IA\ SIi•"= l'·O" \:ti±J [/, -8,00 1 SECTION fo\ >//6 11= /'011 ~ REDUCED PLAN USE SCALE BELOW 0 I 2 3 t:: 3 INCH~ ON ORLGlNiL PL.AH ::.t -41 lj1 1,IJ. I Ii : 1: ii: _!JJ. 1.µ Lµ 1,fl lU 5ECT!ON J/IG11: l'·O" \.414) DESIGN DETAILS 050002139'2/BG:l .,.,,., I ,, ;] . ia,..-•1-':- ,, /I<,., r,, L ORIGH<AL SCALE I,. IJ<CHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION ' I I ' I ' ' ' DIVISION OF STRUCTURES STRUCTURE DESIGN C"Y'-'"' \<¼.,..,,.,.. ,.,.v.:..., C 2(,'247 ••o,<eT ·•~INEER ••G• ••o w,a~ ~NGINEER MO BRIDGE NO. 55· 0I SANTA ANA RIVER BRIDGE POST MILE el, 55 REMOVAL AND RECONSTRUCTION DETAILS NO. 3 CU le /:Of!! EA oeam I Disr~gord prin,.,_ hearing earlier r~sision dnt~s -l~J5/.:) RIMSICN CATE• 1.-,,ELiMIN ... Y $TAGie Dl<LY) I I I I I T •HEET OF - NOTE5= I) Conto1.1rs Do Not /nc/1.1de Camber. 101 mtervo/ Along Stc;t,on Line 1£ P1a4 fast edge OP Deck. I--- I\) <I) <I) u, <'~ Piere PLAN 111 = eo' f;.,8. ---,fc;st Edge OP Deel< 0 C REDUCED PLAN USE SCALE BELOW I 2 I I 3 INCt1ES ON ORIGINAL PLAN' 3 <'.;> [~ PAC!fjC COAST HWY. -~-.==:,..--':;,>----')>-➔-~-~ _:,,,---+-+--·>+3>--➔---:~+----,-----+ e~.• OS OSO 2 139 (2/B6) PLAN 1"= eo' DETAILS ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION DIVISION OF STRUCTURES STRUCTURE DESIGN cu 1e eo9 EA 023111 DIST. , COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO SHEETS I!: P.AC/f/C COAST HWY. GENERAL NOTES LOAD FACTOR DESIGN le Ora I REGJSTEREOC1VL ENGJNEE G-5-8? PLANS APPROVAL DATE MOFFATT 8 NICHOL ENGINEER$ CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CAUF. CITY STATE 90807 ZIP .!l<.ll§l!: BRIDGE DESIGN SPECIFICATIONS (1983 MSHTO WITH INTEHIHS AND REVISIONS BYU CALTRANS) • DEAD LOAD: INCLUDES 35 PSF FOR FUTURE WEARING SURFACE. LIVE LOADING: HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD REINFORCED CONCRETE: Fy • 60,000 PSI fie• 3.250 PSI N •9 TRANSVERSE DECK SLABS (WORKING STRESS DESIGN) Fs • 20,00D PSI Fe • 1,200 PSI N • 10 PREST RESS ED CONCRETE: SEE PRESTRESSING NOTES ON 'PRESTRESSED GIRDER (INTERIOR) ' SHEET APPROXIMATE QUANT/TIE tJ RECONSTRUCT CHANNEL -:::=========== BRIDGE REMOVAL------------ FURNISH PILING (CLASS lOOC) ----------- DRIVE PILE (CLASS lOOC) -----------FURNISH PRECAST PRESTRESSEO CONCRETE GIRDER (80'-90') -----------FURNISH PRECAST PRESTRESSED CONCRETE GIRDER (110'-120') --------------------------ERECT PRECAST PRESTRESSED CONCRETE GIRDER ----- JOINT SEAL (TYPE B-MR 2") ----------- SLOPE PAVING (CONCRETE) ------------ FINAL PAY QUANTITIES LUMP SUM LUMP SUM 20,391 LF 372 EA 17 EA 68 EA 85 EA 235 LF 160 CY STRUCTURE EXCAVATION (BRIDGE)--------603 CY STRUCTURE EXCAVATION (TYPE A) -----------5000 CY STRUCTURE BACKFILL (BRIDGE)------------------------------281 CY SEAL COURSE CONCRETE ----------------1750 CY STRUCTURAL CONCRETE, BRIDGE FOOTING ------1263 CY STRUCTURAL CONCRETE, BRIDGE ----·------3750 CY STRUCTURE CONCRETE, APPROACH SLAB --------415 CY BAR REINFORCING STEEL (BRIDGE) ---------------------------1,197,000 LB NEOPRENE STRIP -----------------------235 LF MISCELLANEOUS METAL (BRIDGE) ----------------400 LB TUBULAR HANDRAILING ---------------------------1759 LF CONCRETE BARRIER TYPE 26) -------------------------------598 LF CONCRETE BARRIER !TYPE 26 MODIFIED) -598 LF CONCRETE BARRIER TYPE 27 MODIFIED) ----------------------563 LF CONCRETE BARRIER TYPE 50A) ------------------------------503 LF aFIIOGE NO. SANTA ANA RIVER BRIDGE POST MILE el. 55 DECK CONTOURS 5/!! 5 e4 ) ~ ,= ~ ~ c-.-, s "' 0 .. z «) '!! ~ ~-" ., ., d.: ci """' IC c~~ <u "-' ~ Ee ~ 'k "' £> ~·~~ ~~ C "" <:, " Im ovi G43 55 '05 ( ...- ~ <U 0:: "" $!' 4"</!Pt e} i'¢ p,p Aba1,da I \("'" s I: 5.C.E .. 1 1 i / Telephone Ex15nnQ Jt I S.C.Gos ~ ,,111 ''/" I jl !,~\\ I ' /0.83 ii (,' DIST. , COUNTY ROUTE POST MILES TOTAL PROJECT i ½ ./fJ 1e o,-,, et.SI ~2. I u, : .i:11 ! .'.' f, I ;,:Af <o~ &le44d,,, _..., cs,-~dl!!-~1/:_ <UC> REGISTERED CIVIL ENGINEER E-G-5:-82 -o ~"" PLANS APPROVAL DATE ~"' ~~ MOFFATT • NICHOL ENG!NEER2 , ~ .,,,. I CONSULTANT ~ ~ I 250 WEST WARDLOW ROAD ADDRESS LONG 8EACH CALtf. 90807 PC5T CITY STATE "' \ ! F PAC/EiC COAST HWY. --;J,i~!ltlH~~-++-:+~.-:.l~'-S---£----'.,m,:::=--+---t-..\\cl~1¼- ~~1'5t!Fa/ll II Layout Lme -,'W¥ / '"1 1 ( ' ,, I' ~1 r 1 ,;~ 1f "'f 1 ~~ 11 £ Or 7/J"~R.C.P.\\ f; Of leO'<P R.C.P. (Protect In Ploce; --------- HYOROLOGIC SUMMARY -71-Je FOUNDATION DRAINAGE AREA: 2450 SQUARE HILES /11 = 401 DISCHARGE (CUBIC FEET PER SECOND) WATER SURFACE (ELEVATION AT BRIDGE) INTERIM CONDITION FUTURE CONDITION DESIGN FLOOD DESIGN FLOOD 28.000" 11.5' 47 .ooo- 5.9' FLOOD PLAIN DATA ARE BASED UPON INFORMATION AVAILABLE WHEN THE PLANS WERE PREPARED AND ARE SHOWN TO MEET FEDERAL REQUIREMENTS, THE ACCURACY OF SAID INFORMATION IS NOT WARRANTED BY THE STATE AND INTERESTED OR AFFECTED PARTIES SHOULD HAKE THEIR OWN INVESTIGATION. ex1sfmg Channel !3ottom *FURNISHED BY O.C.E.M.A. AND BASED ON RAISING EXISTING LEVEE AS REQUIRED ttfURNISHED BY O.C.E.H.A. 1,7 HILES NORTH ALONG Tl£ PACIFIC COAST HIGHWAY FRO" THE NEWPORT AVENUE OVERPASS AT NEWPORT BEACH• AT THE SOUTHEAST END OF CONCRETE HIGHWAY BRIDGE 55-01 OYER SANT A ANA RIVER, UI THE TOP Of TH£ SOUTHEAST END OF THE SOUTHWEST CURB, 0,5 FOOT NORTHWEST OF THE SOUTHEAST EMO OF THE SIDEWALK AND ABOUT 0,5 FOOT HIGHER THAN THE HIGHWAY, Jfructurol Cone. /3rJdge J1ructural Cone. /3r1dge !'ootmg, , ½eol Course {'oncrete J / 01,S,l,) 1970 ELV, 15.814 PILE OS OSO 2 I ~9 (VBGJ / Abut.1 Piere P1er3 Pter4 Pter 5 PLAN Pier (Typ.) r:l'-0" 1---~~-+--1~Tyccp_. --~ t=OOT!NG No Scole l /_E6ENO, b Denore:s Bottom Of !'oof,ng £ilevat1on NOTE, REDUCED PLAN USE SCALE BELOW I 2 3 I I 4 3 INCHES ON ORIGINAL PLAN ---l I. Contractor To Restore Channel Bottom To The Approximate Elevor1on That Exist At The Time Construction Will Commence. e. jeo/ Course To 8e P/oced Only When Ordered 8y engineer. Esr1mated auon/;t1es Involved Are Based On The &al Thickness :3hown. The Thickness To 8e Used Will 8e Oeiermmed In The Aeld By The engmeer. When Seal Is !Vol Used The 80/tom Of The Reinforced footmg :Oho/I Remotn Ai The elevot1on 5hown. State of CALIFORNIA DEPARTMENT OF TRANSPORTATION DIVISION OF STRUCTURES STRUCTURE DESIGN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS CU /2 C09 EA 023771 tSSS"I Structural Concrete, 8r1c/ge (4000ps!) mil 5ea/ Course Concrete ~ (:;tructurol Concrete, Brtdge footing □ 8/ructurol Concrete , Brtdge CONCRETE PAY l/lvf!T5 9" fl No Scale ""s.V,~,....<Typ. !G _Ji--,,--"7 Dowels• e:4" Long(Tot. • fo. Ptle) ,,,-1----lb---d NOTE' For Pile Weld~ Oero11 See C7 STEEL PILE ANCHORAGE ElRIDGE NO, 55·01 SANTA ANA RIVER BRIDGE POST MILE 21. 55 FOUNDATION PLAN flEVl$10N DATES lPAELl~INA~Y STA<a!o Di<~Y) SHEET TOTAL NO SHEETS 83 104 6 24 W1119wall No.a l1m!I Of Approach Slab .South Calif. Ed15on Co, OS OSO 2139 (U86l Phase 1 Construction 8 8 , S CS, @J 7C "=58'8 11 Wmgwol/ No.1 ,1--Concrete Curb 11 ---.l1mif Of Approqch 5lob 0 Concrete Curb N Concrete Bomer L Concrete Borner ---Y, for Slatton See 'founoot1on Pion' Sheet Phase II Constr-u-ct~1o_n ________ .., 7 8 . S, cs. 7'4'1=51'·'1" Approach Slob 0 E REDUCED PLAN USE SCALE BELOW l I ~ 3 3 INCHES ON ORIGINAL PLAN' ::J I I I I I I I I l'lmgwoll No. e DIST. , COUNTY ROUTE te Ora PLANS APPROVAL DAT-E POST MILES TOTAL PROJECT e/.3/cf.l MOFFATT 8. NICHOL, ENGINEERS CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CAL!F. 90807 CITY STATE ZIP SliEET TOTAL NO SHEETS 84 /04 8EARIN5 51:AT ELEVATION AT 9: OF BEARING Locat1on Abutment-I Abutmen/·6 OP 01raer A /6.00 14. e.; B I G. I 5 /4.36 C i G, SI I 4,4::J D IG,4G /4,Ge E JG.GI /4. 7 5 f I G. 7 7 I 4. 88 e I G, :Je 15.0/ H 17,07 I 5, 14 J 17-O 7 I 5 .! e /( /G. 93 /4.% L. IG. 80 /4.80 M JG. G6 /4.GS N I G. 5 e /4.4 7 p tG. 39 /4.31 Q I•., s 14-!5 R I G. I I 13.99 l'lmgwo/1 No. 4 5 /5.98 IB -83 ABUTMENT 6 ABUTMENT PLAN.5 ;J,is''=l'O j''--L----~)~/ Of Approach NOTEo= ,, /-5ee 5tructure Approach Dela,/" Sheets for 51dewalk, Curb Prof,ie (Jrade For Shear Key De/01 I See "Abu/men/ Derorl No. i: "Sheer See Tcrble for Beorl/1 Seat E/evot;ons '7"'( •• 7'(.~·-~--~.. .. , , . . , , , , .1 I : :·- 1u+~7a~~tijddj=7l ' ' ' Construction Jorn t Weakened Plone Jomt (P.e111f Cont TnruJomf) ABUTMENT I ELEVATION ( A buTment,; 61m1 Jar ) 3//611 • 11..0 11 ORIGINAi.. SCAI..E IN INCHES FOR REDUCED PLANS See~ State of CALIFORNIA DEPARTMENT OF TRAHSPORTATIDN DIVISION OF STRUCTURES STRUCTURE DESIGN cu /2 209 EA OC3771 BR!OGE NO. 55·01 POST MILE e1. ss And Bamer Details. ,. for Uhl,ty Opernng Details At Abutment Backw~. ncJ End D1aphragmj See e SANTA ANA RIVER BRIDGE ABUTMENT DETAILS NO. 1 REV,SION DATES (PAEL<M<NAAY STA..,..ONLY) 7 i:4 .J I I 6ia~' 55'.73;.,_" "5T. , COUNT'i ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO SHEETS ,e 01 eu;e2.1 Phase I Construct ,on Phase II C;r1struct1on Oro 85 104 ,~2'ts'J h 7 to. Socs @8'b "= 59'6" le E:011 6 ta. Sncs @8'6'= 51Lov ( ~e!7~H t/ ,/,,~>('# ' REGISTEREOCNJUNGINEER ~11,oms,o,,,,4 lv g ,:;:; -5_ -li.:2. . ' lmprovemc:nf .y ~-. PLANS APPROVAL DATE 15 H. R.NEILL '%, ~ : ; : ; : i i : ; ; ; MOFFATT a NICHOL ENGl~E!:;BS "''1~2590 \:; ; : t:ONSULTANT "'· it 3-31-89 ,t ' L ' --',_ '" -, 250 WEST WARDLOW ROAD ..,, __ ~-' -C " -' " C " " " -r; C ------ADDRESS .r/,f: CIVIL 1-,'t-. ~ , " ~ ', ', . " . ' ' J ' , ' ' ' , ' " . , , "r or c~\.\~l'l~~ S> --LONG BEACH CALIF. 90807 c:, I CITY STATE z,p " <(, C ' -7 " Cl " ' T C o " C ' " " " C T r, r ~- 'J -co '" -' , -" co " ' ' " ' 'J" ~, ([ 8earin9 = r '-•-' ',, ';' ', ' ~ I I ' ! I ! ; ! ! I 7 T ' ' ' ' ' LO!JOUf Lme r, /nd1coles Verf1cal Pile REDUCED PLAN B.B Or t.B., FOOTING PLAN cs USE SCALE BELOW 0 I 2 3 Abut. I Shown, Abut. 6 Simi/or r, /ne/1cates Pile /Jalterec/ 4, 11: t:: I I :::j f 3 INCHES ON ORIGINAL PLAN ,i I" ,,10/!4" 1e' Type. "8' Dec~ Jomi #16'=1'0' In D1rect1on Of Arrow - Abutm~nt Layout (MR= emch) See e9 /~B" 11.211 /!Ell Line = ! eeormg ~ ,--Approach Slob Inside face Remforcing 7 Outside Face Remforcmg • #gx r--i n _q_ -Q / ~ + "' I ~ ~,,__:'. [:-l/9x " "" #:JI!'" X L #5@1e" •6(Tot e! ~ ~ 1/4@/e"x LJ I //3().1~ l/5rf!le' I I ~ t,ockwall Remfocement 'le'' exponJ1on Const. \__ ) \.. '· ' -r ,<",'/ #gx __/" l4@1e"x-81•011 Jomt F1l/er~nt #4@ ~)'ix G'-01/ ' ./ ~ / (#5@611 Xi:-- ~ '"' ~ #5 {Tot. e) p 4"Clr.· I Typ. ;;L #5@/E:11 X n"' " -----# 9/§J 9 X ,---II 11~ ' Or 1/g@gx-I " '" ' ,\! I---#9, r, (Tot. 5) ~ ConcreleSl;~pe #4 e 1e" Outside Face Inside face #4@'" Protection ~ 15@/f:"x r7'-~ IL! L,l_J ~ _ ,! ~ s@1e"-rs@1e'' ~ ~e-"9' __/ ~ G x r ..--'S@!e"x J, 151 Tot.4f° L -...... , <o I I "" 1s@1e'1 ~/ 5ECT!ON (&) 3ECT!ON © 5ECT!ON • QW Q, ""' ' . '-:, / " u #,(Tot.7) Ec,.5pc5. $/8//: ;t..011 9/8"=1'0" ' ,. ~ ./ 3/8" = /LO' 7ii . NOTE, 1/emPorcement S1m1lar To ~ -~ll;! IF;J@:J" :;; HORIZONTAL REINFORCEMENT . /1 Section A -I; I ,_ from Phase I Construction # 4@ le" x LJ ;!eu /.ell ~ ' ~W--W--Q . ' Shall Extend Minimum fL8'' ,ti 3~611 i-6'1 Into Phase a construction «) . l-----#, I! ,11 • L TYPICAL ABUTMENT 3ECT!ON WING WALL ELEVATION #4@ /i:11 --------61.011 "' (Except As Noted) ( Wmgwa!! # I Shown, Wmgwaii #,, 11' o And "4 S1m,lar) 31' Bondmg On /Abutment Re111forcement #S&G'1 X :5/8": jl_.QII 3/81/ = ,~011 1 Jomt Seo! #4 ~IE"" LJ~ a1.o,, '"' amooth l'!msh I #-5 ~ B" x i-- '6Cont (Tot.3) ~ lo11 /5'J ACid 3-#& Alternot,ve I ' . \ . ! @J1o"toc . ~ Temporary 811mper { ExponOcc/ Ye'Exp. PCC Approach r, With Inserts u 7 Pol':JSTIJrenc I, JI. filler-~ Slab 6" Fillet,, 6, ' ' I ' ~ ... 3 31' Bondmg *5@1l1 Con;. I C> ' -;_z. 3" t5@1e", lJ Place i J.--,I ' L.-----# 5@ 1,1 8c:TI', 61rOer s .,,_ .,s 1/B'x le' Neoprene__,, I' ( . Poro/le/ To 61rocr;;-,~ . '" # 8 T,'iru /flt Hole • -:;: ,1 !"Chamfer [..; ",.~ Stnp. Place Prior To " ~ .. ' • I (6' !onq @lntenor ~w-/3ocH!ll111g The Abutment II Abutment Re111forcement -~\._ Abur. Rc,nr, u . 61roers ¢ Insert Assembly Bockwoll i/nd lnsla//1n9 I _,,.[/ ~1l:,._ @Jtxtenor ::llrOers Yc 11 txpondcd I-L... 116 The Teiorory Bumper ,C v SECTION @ SECTION @ f6 Betw. 61rder.; #G Cont. Poly styrene (fold eoprene Into Chamfer) Abutment Bockwo/1 3/BN= l'·O" 5/8 11 = /1-011 END DIAPHRAGM 5HEAR KEY DETAIL JOINT PROTECTION DETAIL Remforceme n t 31m1 /ar a/8" : J'•Qfl No Scole No 3cale To Section C ,, l",{n->J.. Choo>..• State of DIVISION OF STRUCTURES BRIDGE NO. DESIGN A-.. ... ,~, ',f-;,,:1,.,0--v \._,,___ SANTA ANA RIVER BRIDGE CALIFORNIA STRUCTURE DESIGN 55•0/ uv _.......,_ij.,--'"·t:::~,-\Z\>.,;.,.....,__~ \..,__ • DETAILS / POST MILE QUANTITIES By p.,;.,,_,,,._, , c;;;,?,-;.0.//1,.d/ ' DEPARTMENT DF TRANSPORTATION p._""'(V,.,, V~-. C '2.C247 e1. 55 ABUTMENT DETAILS NQ. 2 \<V,A......,_Y-)...,._.-. PROJ<CT SNGIN€ER A<G,,..,REO CIVOC ·~GIN<<>• NQ OS OSO 21~9 (2/86) I ORIGINAi.-SCALE IN INCHES ' I I ' I cu /e/!09 1 Di~r~gard pri""' hearmg earlier revi~ioo da<es - REVISION OATI5S IPR~LIMINAI\Y STAGE-ONLY) I SHEET I OF FOR REDUCED PLANS • ' ' ' EA 0C3771 """"' s;~ I I I I I I a I 24 [ Constr~cr,on Joint ( "hose! Pier Wall) aee foundation Plan for,5tat,ons@ q; Piers 111 Expondcd Polys1yrene (Typ.) Depressed Ke!)_ (Typ. Between '61rders) See Detail M R 1ght Extend Hon3on/al---< Reinforcement from Phase I Canstruct,on ons rue ,an t t ,J om t PLAN 3/!G':J'·0' '"G Dowel, ,eG@ Eo. Ke'f {Typ,) ~-r e1rders (Typ.) 'if-8/E 10"--- 11'5/!1e"Ew.. __ _ ELEVATION 3/!G' = l'O' ~ Edge OP Diaphragm {_ /2 f 8ear,ng -L~t_P~,e~r __ _ Nc8'!0'43E (Typ.) 1e?r1 ---E/a:;tomenc Bearing Pad 1" x !'·8" x l'-4" (Typ.) (At ex tenor 131rder Only) ----Elastomenc Bearing Pad /11 >< !1·811 x 11•411 (All lnrer1or Girders) I.Jot/om Of , footing E /ev. C, -· '<) &!ttom Of Beo/ Course Elev. Expanded Polystyrene {Pl!ose I ~ea/ Course) 70!0" (Mall Be Chanqed At The Option Of CanTraclor And Sub1ecr To The /1aarovol Of Enaineer) > 3!011 > "' a., -• .. -;- ~ r7 LO "' > _, <, ~ "' -.;, _a ':!:> ~ C, ..,, -.:., -· "' rh LJ > ~ ~ f lmprovement-----1 DS OSD 2139 (2/B6) /6 £auol ,5paces e 41·0' = 541-011 ~Jd i / rl7 -$ -$' -$' -$-7 -$7 --$-7 -$-7 -$7 -Ep-' -$-' --$-7 -$' -EB-' *7 "o/r 7 ''" -L ..J -L-' -L J -L .J -'L-' -L-' -L-' -L-' -L-' -L J -L J -L ..I -7-' 11-L J • 8-" I ~ -1: Tu; I r, ' ; . ,7 rh rh 7 -. -LIJ , qo LjJ LIJ . LIJ LiJ ~ I $--$,--$'--ffi-7-fS-'--$-·7-$7--$'--$-7--$;--$,--$; --$ ---$--r-h --$ L..J ' L-' LJ LJ LJ L..J ~-' ~-' L..J L J LJ J c[:i ... _§..l87/81' FOOTING PLAN 3/IG" : /LO' DESIGN B,· ;J;l,,4J-~~- DETAILS u, /k.A,,, • ~ Cy A-...~,.,,, \-(-.....,".,..,,,. Ch<c"'d /':¾...,w,.,.. Y..V..-vvv,)...,y '""--1..-- ORIGINAi.. 5CAi.E IN INCHES FOR REDUCED PLAHS ,.,e11 ~75;a" -Edge 1 f\foct mg• E Piers e,3,4~5 {J;e~A ng/e 8'4i4:J'f l REDUCED PLAN USE SCALE BELOW 3 INCHES ON ORIGINAL PLAN J State of DIVISION OF STRUCTURES CALIFORNIA STRUCTURE DESIGN DEPARTMENT Of TRANSPORTATION A,uo \<¼-,.;.. C 2GM7 cu 12 209 EA 0~377/ 1411 Expandt·d Polystyrene Diaphragm ReinP. Oeta, I • 5ee .'Typ. Section Sheet" "i:i ~ ~ Dowels@ l<ey DIST .. COUNTY ROUTE 12 Ora PLANS APPROVAL DATE POST MILES TOTAL PROJECT MOFFATT S NICHOL ENGINEERS CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CALIF. 90807 CITY STATE ZIP Add e-#4 9e10 11 SHEET TOTAL NO. SHEETS 8G 104 #4@ 10" Hor13. t /!4"Vert x c-,;2' A/ternale/\dpcenl '""i.11--1-&I Bars= r----:::> tJ::11P-m £x1sTmg Channel Invert #G~ 411 E.F. Cons/ruct1on .b1iit '.' AJ§irl 3ee 'Removal And Re cans true/ion Details No. I, No.I: tNo. 3"Shee/s For Details 12. # 8 #a(! 10" #S@1e 11E. W.xj' IE· #8 #a~ s" 'i: Piling • Typ. TYPICAL SECTION 55·0I POST MILE e/.55 SANTA ANA RIVER BRIDGE PIER DETAILS NO. 1 REVISLOH OATES (PREUJ<llu.a• STAQE.QM~V) 5/3 SHEET OF 3 e4 [ ConstrL1C t1on Jam t ( Phase 1 Pier /Vall) /Jee foundation Pian for,S/Qtlons & i; Piers f lmFJravement---...c 55,•os'e~"t r' Exponc/ec/ _ ---_ Potystyrene (Typ.) - Depressed Ke1/ (Typ . ...Between~ers) See Detail Al Right PLAN ,/JG'=l'-0" , # • Dowel, ,e6@ ea. Key {Typ.) ---.,,.__-!If e1rders (Typ.) £3.ge Of Diaphragm f Bearing -L'f. Pier N ea•;o' 43 e rryp.) £/astomeric Bearmg Padf x 1'·8"•1''4' (Typ:) (.At txter1orl31rder on{y) -------£ lastomenc Bearmg Pad l 11 x-f,8~•1'·4" - (A// lnter1or 131rc/ers) $ ~ .. expanded Polystyrene ;:1~ '-' Y4" Expanded _ Polystyrene #o •3'0"0owels--~ Pier Cap Remf e4"0C embed ii0' __D_EPRE5.~Ef) KEY "~7'"0~-- . Diaphragm RemP. DIST. , COUNTY ROUTE le ora PLANS APPROVAL DATE POST MltES TOTAL PROJECT MOFFATT a NICHOL ENGINEERS CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CALIF. 90807 CITY STATE ZIP SHEET TOTAL NO. SHEETS 67 104 Deta1 I • See :ryp. Secion Sheet• Add e-#4 t, T~-----1""t· =~::'i"'i===~~~(ij~!'[:-8-# 8 •~J I ~ R-_:=.-*4 • n'/,-, @•" b ., . ._, "' ~ i::: ::ssg ex!end Hon3ontal---<' Remforcement from Phase 1 Cons!rucf1on 1..------# 9 CE IO" ~------· __ -,-.---:::_ __ _ "' 7 0 o'., ;!a: -C ~ r-- ] 2:,. ~ ,q" '.I ..., _, . Q. l.lJ N ...J Dowels@ key I 4" "'--(Tot. 10 Befw. 131rders) # 4 ' #4 "' _, t::: 11-8@ JO"--- # s@1e"t.w..--. .,_ . "" .;, . C) -· 'O ELEVATION 3/!G": i'0' onsrruc 10n om I J. t (P/Jooe I 6eol Course) 70!011 (Mau 8e Chanqed At The Oot,on Of ConTracfor llnd 5ub1ecr To The /1°oroval Of enameer) ~I ,-,L_o11 /6 fouaj_ ~paces e 4 '·O' = 64'-o" 2dr le" s -- ~ _, i -,. ' ' ' ' ' /, I, -41-+J-l-i-f+-+J-1-+1+-f;f-t--41 -+J+-+f+-fJ-1-rt,--+l+--it+---i:J+-rt,. --~ '-" ' : 'I -· • I • • 8"0" C, .'.';'.l -r TIIO. / ~ "' -.;, _a --. 7 'I, ---+j-l----' ' ' ':!:' --• _I~--_, ' I ----Ff"' • _9 I -- "' I -~ I _, ,, I ..,. i-f;--rt, ~+-+--rt,·--+-+-rt,-+--+-+-+--+l+-+f1--+-+-/ . "" ~ _, G3c 81811 -76;5'/ - [ Improvement___.;/ FOOTING PLAN «>: ,IT II) i I 'q., 0~ !2 I ~ "'"' g <i!J ~ Mia_:~, -C g § II!* g U) 8 " "' ._ I "' ~ ,t'_ t {!_ Bottom OP footmg elev. /3atlom OP Beal Course Elev. • 3' ,,_ Edge OF Dec/:. • <:i-, ~l~ ~a 'C'. ., ~ C, " ;-;, ~ -~ • "" -· t:: U) ,,,,_r= I...:. "'t-c::; . "" ·~ ~ C "' -§ " -Q t "' X l@ /OJI l'-1011 #5@1e11 e.F. #4@ IO" Hor13-fk @ 4" Ve rt x c::--,~ A/ternoteAd;acenl ~.M-+-1>1 /!x1stm9 Channel Invert 8ars r--::;, 1JeJ!' J?:i:lie=i¥ ,1JE11 Consliud1on f.i,nt •• I 1' I " I : I I 5!.oll I 7'.,_G·1~ - I TYPICAL 51.011 7~G11 I I Bee 'Removal And Recons/ruc/1on Deta,ls No. I, No.e iNo.3"5heets For Details IE·# 8 ,...-~~"'Be /O" #SeiE"e.w.xS //:· *8 I!: P!lmg • Typ. :SECTION f<,G" ~ ' 1., .;, ~! . ' coil "" -.,,, .:, -'11 Je1~ DS OSO 2 139 (2/66J Const. Jt Phase II Const Phase I Const. Ie;14" R (Typ.) Elastomer1c 8earmg Pad!"• 1'·8"• /'4"(Typ.) (M exrer1or B1rderon/y) Bp1ral #4 e 3" Pitch (Typ.) s I r:::::::::=::c r::: EC. ,- Debris Nosmo /:-1,; ,, ~~Qd 9~0/1 7'-G11 71.Gu . 5!01 I I I -$- -r,-i ,I, 7 --~ L..J ,. LI" --$----$----~K r-17 ~1 C) cl)-"':I, .;, ' - •-$--' * LO---=:----$ -$- C) 1n ' L, ---7 • rl·7 '" L ..l --LI" Lio 37!.0 11 s10 111 3at..011 I 6torl Taper In Pier No m d Footin :; 911n g Add f:#4 e Key 8· "'8• b "' #a e 10" #5@Ie E.W. -............. fc,; '£ P1er5 f Beonng z==t-:-:_ -Cf Pier= Ne8•I0'4s"E (Typ.) DIST. • COUNTY ROUTE Je ON' g::;ii'~...,v REGISTEREDCivC ENGINEER G.-:f.-8._'2_ PLANS APPROVAL DATE POST MILES TOTAL PROJECT 1:1.,1 ee.1 SHEET TOTAL NO SHEETS =~-edge Of Diaphragm ~@ Construction Joint ( Phase 11. Pier Wal/) MOFFATT a NICHOL, CONSULTANT 250 WEST WARDLOW ADDRESS ENGINEERS ROAD .l~ ----,Hfl-Hfl-H+f!-1-1--l+I/ 1,"' "' .. LONG BEACH CALIF. 90807 ------f Improvement 5 sB•os' ea" e CITY STATE ZIP P.E!NfORC/N(j 8CHEDULE H "A" 8qr,s 'B" Bars "c'Bars "ll8arsxf NOTE: /5ee "Pier Oe/0I/ No. I" Sheet for Oetr:11ls Not Shown eo't,Above JG' To eo' 1r-7&1e' #7@/f:' *7@/i'." #8@'" #5@1e'' # 7@ Ii'." 11'8 e G'' II' 5 e 1e1 C, -· ie'To !G' :11 .e 1e" #5e 1e' #81! 811 # 5@ 1e11 . 8' To Ii:' • ll'-G@/i'.11 #Ge 1e" # 8@ ,e" N/A 8'f!Below #fi@Ie" #Ge 11:11 #8@ 1e" N/A 611R • /· # 6 Cont-----4fflt-rrChonne/ Woll Al P1er40nly #5@ Ie" /Jee 'Removal each face --- 1 And Recons- REDUCED PLAN USE SCALE BELOW 0 I 2 3 r I I 4 1---3 INCHES ON ORIGINAL PUN' --4 : TrucT1on Oefa1! No. a' Sheet. 1-rtHl'IN /Jars • See 'i: RemP. 5chedu/e '-- ttt-1-tt----tt+----Hrt--+tt--t+i-+t+-H+-l+t--+H--H+--l+t--!+1-.L-----"'-1.1._:::&.:::t_:::_I. Of 5eal Course 4" Cr. (Typ.) .l I ;:: I . ~ ELEVATION 3/IG" • l'O" :!S ~oj,'4'' !3 f.r,ual Snaces I! 4'o" = 5e'-o" "-0 ' -$--$--$---$-$--$ -$--$--$--$ $ $i "T J J J J J " " J J J I -~ I -- I I $--$--$--$ -$---'c8-' --$-7 -$---EB-'' $ $ --$' $' J L.J L .J J " LJ J J LJ ' 55'.73/4" FOOT ING PLAN 3 JG" = 1/ !'~o}' DESIGN a, A/4 .. ;1,,i. DETAILS s, fa<.&,.' r~ tr A"""" Kv,.,.Y()...,. CA~,,Y '1-(,.,,,\/'<Wr ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION I ' ' f Improvement ' -' "' -· ~ -,.. . "' 1',., <> -, ¼ "' -,.. --"' .. ~ ,. <> -----'..',> -,.. ,1-, "' th '" ~ "!.. ~ DIVISION OF STRUCTURES STRUCTURE DESIGN cu 1~ eo9 EA oe3111 C'.'.2G247 #se 12 11 -- s·*B Conr. TtB ' EX1stl Channel Invert ne Ce t rover Piles (T!Jp, ~T71E?E- #8 Cont. ~ ('E foormg• If Piers e,3, ~ 4~5 ~ Beal '£ Pili BRIDGE NO. SS-01 POST MILE e1. 55 -0 I', ,);I-> "' Course ng-Typ. ' .. u,..L SECTION SANTA ANA RIVER BRIDGE PIERS DETAILS NO. 2 ""Vl510N DATl!S (PRELI.UNARY STAGE.ONL YI SHEET OF II e4 F De_bm Nosmg # 1oe 5" (Typ.) R,:,~,: "" "ts, .;, ~1 . ~\I -'i-·1 <t)j "-'J_ '-d=l S\!l lit', OS OSO 2139 c2/86l Const. Jt. /1 Expandec/ Polystyre r,,{Typ.) Elastomerte Bearing -Paci I"• /1-811 • i'411{Typ.) (At Exterior B1rc/erOn/y) Phase II Const Phase I Const. ·...====== '//:1/411 R (1gp:) .SECTION 3 ,r:::::::::: EC. I I/ '-.__ Rem forcing Detail .See .Schedule ~ Debris Nos1na =·X·" ~'1-011 9~011 7'-G11 I ' Bpirol #4 I! 511 Pitch (Typ.) 7!.Gii 5!0N I I - , I I. a +j+-~·+·..,,C-~K· 'I 1-,I. ~ <\J --+f+·--· I a f\J ~ ' . ' ,-+I+--~· +j-1-. -C, * ,;., --+j+ . I. ' --I I 37~0 11 51011 3a'..01J r 5tarf !o;:..--:r in Pie: , ELEVATION BIiii", 1'0 11 i 35 ~oli1 Depressed Key (Typ. Between Girders ) See Add f:#4 eJ<.ey ·'Bc·#Bx • C) "' #e e 10" #5@1e E.W. /3 Er,ual 5°oces .. e 4(0"= :G ~ ---== _-:~ _ . ..., .. se'-011 -~~ + -ft" -1-f+ -+t+-1-t+-+j+-+f+ -ffi-ffi· -+f+ -ffi -ffi -'7'1 I . I ~ ·ffi· +f+ if+ FOOT ING pl . 1-j+ AN '1'1 +j+ +f+ +f+ 55~73/411 ORIGINAL SCALE lN •NCHES FOR REDUCED PLANS ·-I . + I +t+ +/-1 1-f+ ft" : State of CALIFORNIA DEPARTMENT OF TRANSPORTATION ' 8ee undat1on Plan For Stations & E Piers ! 8eor1ng -z'=~=-·Ci: Pier= Nea•;o'43"E (Typ.) edge Of Diaphragm ~i; Construction Joint ( Phase II Pier Wall) ----f Improvement 5 53° os' ea" e NOTE: Bee "Pier Defa1/ No. !"Sheet for Oetcu/s Not Shown -<:: '2: .g~ Q.. "' ~<v "'~ e!:s ~a '>-~ .. ,l'._ DIST. • COUNTY ROUTE IC. Oro PLANS APPROVAL DATE POST MltES TOTAL PROJECT e1,3;ee.1 MOFFATT 8, NICHOL, ENGINEERS CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CALIF. 90807 CITY STATE ZIP s, 104- ~c!NFORCINC:i .SCHEDULE H .• WBars 11811 ·8ar5 eo'1p.Above #-7@1e' #7e1e 11 JG' To eo' #7@/E" Ii?' To !G' # G& 1e' :8'To le'·· #i;e 1e" 811-Below # G@fe" 4' Cir. 11 7@/211 iFGl!/2' 4FG I!. te" #Ge If:" ... JI « ''D"B J C Bars . Qf'SX #8@t" ""5 el Ii: 11 IP 81! G'' ~se 1e! #81!~" .. 5€! 1e11 #8@ 1,11 N/A 11 8@ 1e" N/A A /3ars • See :i? RemP. 5chedu/e '-'- (Typ.) :3 I ;:: #5~ 1e 11 ~ -1??'1!!§.- I i ~ Ex,sl. Channel Invert "FT=-~ - ' f Improvement ' ~I ~I ' ' ~ .., C, "' "' -, -~ ~ --s+----,_... - ., "' '-C) th , . "' ~ "'-. ~ ' DIVISION OF STRUCTURES STRUCTURE DESIGN ~ _'? 'Q A--c\\h \<°-\>..V.,..;:,...., J,,,.,,:.. c '.i( "'17 OCOJECT ~-·'"'"H~ -•~G<ifERrn c,v,L '""'"""" HO cu 1e E09 EA OE5771 j· # 8 Cont. Tlf,/3 Ce ter over Piles (Typ. n #8 Con/. (If footmq- f Piers 2,3 Beal Course ,ng-Typ. 1£ P1I BRIO(.E NO. I , I 11 I f:l611 1 1 Vanes I I ..Lil_,-1. I i : Const. Jo,nr Bars «>I I , I _J _.•1,....1_ Vanes From -~'011 To 15'0·" 55-01 SANTA ANA RIVER BRIDGE 0 "' POST MILE PIER DETAILS NO. 2 (STEEL PILE ALTERNATIVE) Tubular Hand ROJl1n9Stee~ Concrete Bomer Type e6 See~__,, 7t0 ,, t ~ Presrress l31rder Exterior (Typ)-L,, Preslress Birder lntertor (Typ)-- ' t p has 2. Jl Cons ruction ,s'o" · 481-0 11 3/;Deck Drains -5ee @ A Relocate#.:, ',Dowels n (Deck To 51dewal~) .. C% " 7 1' L.' L l_l -?;, r: -Phase I __ Consrruc/1011 C'7.I, Closure Pour In Slob 63~0 11 4::/·o" elo11 Concrete Bomer Type 50A • .See ® Profllc Grae/, V \ \I l!V-Temporar13 Ra,/ Type "K"·.See ~I-;z \1• -c% .'~ / C ~y / §! I ' -J _, (_J L._)~ iv .;., L_ Wafer ' 5.c.eas Co. * 112' (! f 8rg. DIST. , COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS i:1,3/ef .. I fli:> 104 1;:l ,c~3,, , 'l' Tubular ffand .Ra1lmg PLANS APPROVAL DATE MOFFATT e, NICHOL . f Concrete- ) 8arner Typei:7 (Mod1ned) " I I Q 'I \_~ermedio~ (5.C.E. t D1ophrogm 1 - I rconc. Bomer 1../ l!J:ei:6 (Mod1f'led) ~ CONSULTANT 250 WEST WARDLOW ADDRESS LONG BEACH CITY CALIF. STATE Cont. longtf. Remf. "" '-"-- ENGINEERS ROAD Diaphragm fG Cont (Tor.5) " 1 /noverhong #6@1e 11 Cont. -- (Tot 6 ) a"~!J.-l'l•:\ #4@G 11 xU ' e~1½1, 7 fouol SPcs@ 7'3"•50'9'' c:1Jf'· 1-, ',,,.., ·o 8 eoual Saaces @) 7'3", 53:01' 2~61 Cir. #a,GLO'Thru //12" -~'k... Hole I!! Interior l3tr4ers ( Place Para/le I To !31rders) NOTe: .5ee .Spec1ficar1an f'or Placemen! Of' Closure Pour ' u e "4 (Typ.) Top longtfuc/lnal Retnforcemenl 5ee "Longitudmal Slab Remf:'' Sheet 3.#4 Per Bay 4·'5's TYPICAL 3ECT!0N #5,S=te @ Or 'J3fJ #5@fe"x --- #5@/e', ~ #5@/e"x --- SJiG"•!·0' Place Parallel Ta~ Pier. SpoCJng Dimen· s1ons Are Along € Improvement Stop@ faces Of End D,aph· i rogm.@ Jee S·/0 ' 4 Continuous , .Q "S Dowelsf!e4" "- x~~u Temporor I Closure I Tubular Hand Ra1/mg -See rt!!) (Note: Height Of' Hand 110!/tng Otf'f'er,n t, 0/her Details .51mt!or) # 4 Con/. Tola/ G ~".£. ~e'1 Be/w. -G1~rs ~nd lnsertAssembly l!!Exlertor 131rders ==---r=~~~- # 8 Con/. (Tot. 4 )--1-+-('expanded PoliJstyrene 3-#5@ •" 1:, ~ DIAPHRAGM REINFORCING DETAIL .5t0'9'9er .5r,l1ces cc_, ' :::::::-'IC11 = 11--0!/ __ _ IF 5, n @ 15" Mox. ~ f,-J;-d--Concrete 8omer ype 2t, ~"lbc/;tied/ ·See C' 6,ccp,~ '1--"' # 4 Cont. Tola! G As Follows; Deck Dra,n~ G ~ "-1'? 'i'-"'"-' .1v --· • • d a -._, .. n . , 'W ~1<.1ewa1" C/tm,r,c;re See Detail /3 13 -t--"4 x Ir I!! 18 <-t)oarrf,:;rf/e1gn! f?ev1sed # 4 x I' G' e 18" ~ 7ypico/ Reirtforcc:menf, .AS Shown On mis D(Clwmg REDUCED PLAN USE SCALE BELOW e "4 ta. l31rder (Typ.) Per Bay Pour t:: i ~ J Exterior l31rder (Typ.) oee "Prestresscd fOf Boy ITT 6rmnell Unwersal I /31rder" /Jheets For Details. Cone. Insert Nu! S13e -2<---" '/fB'.'Or Approvedfq,uo/.,~5!E.1e..a• __..-1-;;,,,..--#4 x ~ for Water (Typ.) . Typ Al Xii )nserts r 7 ,,,""t-, V i ~ -ii--+-· -+++,~-l ' A [ Of Opening L -' (See Table) Ut1/1Ty Company 5:C. E 5.C.Gas .Water!C1ty q~ tf.'!Nr,1,N,.TON Sr:;.i,,ai WPOR eACH UTILITY 3UPP0RT No .Scale DS OSO 21 ~9 (2/86) /~+-~ lnrenor 131rdcr--" (Typ.) Sac Of Opening Long1Tud,nol In At>utmenrs 5pocingOf' Pier, Dtaph.,frc, Supports !8"/-10113ontol, i:6" Vertical * ,o'¢ * ,ou,p /0 ''! DETAIL DESIGN DETAII..S PART f'or Deck Placing Note:; See ® 1/C" = J' .. 011 o,sronce Ber-Tolol No. ween lnserTs Of' 1'Y Inches mserls L fl!. Washer 3/8 •i:}a xJ * ** Dn/1 And !3rout !'¢ Rod Threaded f'u/1 Length, With :::: t Top Of' Deck (vu! !nlo !,b;11Ho/e)(O~G 11 .,.,,,,,_..,,.:I11t·•• ... •.·--:-: ,,-,--::··•··•-•·;;;·· -:--·"····•····.c:-.. •-.·'···- * ** eo 11 114 Deep, Drill Ari_,d~~[~~~ /" ~ "' Detail Reqwe~-_ See 'Road PJons'rarLafOJJ!¢Ouontlf1es jrrucrure. TYPE K RAILING -** Will Be rurnJ5hed By *01m,ns1ons/'!1!/ AT' ,1 CH,1; AC:NT DE, Ll /L U/1/mes Compames And 8~ :~ven oy U/1/t!JJ In /VIL, • I 17 /nsrotled B Con Trocror. Co. To Tnc: conrrocfor. No Scale Chockr.i {\-.,..,1,,, \<:v,,·.,,).. \ ~-- ORIGINAi.. SCALE IN INCHES FOR REOUCE:0 PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION DIVISION OF STRUCTURES STRUCTURE DESIGN A..,,,,,.,,, K\,\,..,,,,o.,y-t"''""' c2c.:;,.:i..1 P?QJECT ·•G1Neu •• ~,,; Rm COVIL EN~tNHR NO cu /~ 209 EA 0C377/ BRIDGE NO. POST MILE 21. 55 3 INCHES ON ORIGINAL PLAN a11x10 11 Opening /4'1x/C~ / Opening 'I---I ·+--1-1"-.H---~'--=~ ..f_f 5cupper ts, /Jee "13eneral Plon"5heer for Spacing fLEVATION PLAN DETAIL e 3 13 SANTA ANA RIVER BRIDGE TYPICAL SECTION llEVJSION OATES ("'1UIMJNARY •TAGE ONLY) 13 34- I l I DIST. • COUNTY ROUTE POST MILES SHEET TOTAL BEARING 3EAT ELEVATION@ 1E Of PIER TOT AL PROJECT NO SHEETS Locaf1on Of' Birder A B C D E F G H J K L M N p Q R 5 _9 ~ ~~ u ._'.~J " '¾ .?> ] 'G Pier-e Pier-i:: Pier-4 Pier-5 /6. 74 /6.87 /6.44 /5. 43 /6 .89 /7.02 /6. 57 /5.56 17. 04 /7. /6 /6. 71 15. 70 17 . I?! 17. 30 /6.85 /5.83 17 .34 17. 4 5 /G. 93 /5.% 17. 4 8 /7 .59 n. ,a JG. 09 17. 6" 3 17. 73 /7. 26 /o. i3 /7 . 7 8 . 17. 88 17. 40 /6.BG 17. 78 17 .87 /7. 39 /6.34 17 . G 4 /7.72 17. 24 /G. /3 17. 4?! 17. 57 17. 09 /G.03 11 .as 17. 43 /G.93 /5. 87 17. 2 I /7.28 /G. 78 15. 7 I /7. 07 17. 13 /6.•3 I5.SG JG .33 /(;.3:j /(;.48 15.40 /6. 7 ::1 /6.84 /G. ,e I 5. E:4 lb.64 /G.GB I 6. 17 /5. 08 -. -- REDUCED PLAN 'I 0 USE SCALE BELOW t:: I 2 3 I I 3 INCHES ON ORIGINAL PLAN =1 I ----- \ \ I ,\, '\\ \\ ' : G-5-89 PLANS APPROVAL DATE MOFFATT a NICHOL, ENGINEERS CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CALIF. 90807 CITY STATE ZIP NOTES= !'or AddlfIono/ Remforcement f1nd Details Al Uti/lfy Openmg, See f'o/lowmg, !.· rfji) Al lnfermed1ote Diaphragms. e.· ~• ~ ¢ (!/J!) At Abulmen!J. .,_. {!jJJ ,1t Piers -- \ \ \ \ \ \ . I r'f. Jmorovemenl - ~ -\ ----• ' ~"\\-------.....\-1-------\\\---'-------+-------\.1--------+------4---4 \--------+----.\----\,1-------+-----1' s I \I - \ \ \ \ I \I \ -I I I I I I I \ ~ i I\ ~ \ \' I \\\ I i\' I ,\\ \ \ I \ I I \ :1, \ I I ~ ,'\ • \ I \ \ \ I I I \ \ . \ I I J \ ~ In fermed1ote • - 5eon c \ I :I - 1 --I 5pon 3 5pan 4 \I -I \ 1 ' Span 5 ~ fdge Of' Deck End Diaphragm (Typ.) Diaphragm End D1apnrogm (Typ.) (Typ.) 6.C Edison FRAMING PLAN ~ s.-c.eos ~Water (Future) 1" = eo' DESIGN Bv JJ-.~✓1.,i--f DETAILS ll> ~-~-'-{q OS OSO 2139 (2/86) I cp;:;. ...... , ¥_,_,1,,,0..-~ \~ Ch&_•~,--~\ ¼.~.N., ,1-~- ORIGINAL. SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 I ! -, ·1 I l DIVISION OF STRUCTURES STRUCTURE DESIGN cu 1e eo9 EA 0e3171 BRIDGE NO. 55·01 POST MILE SANTA ANA RIVER BRIDGE FRAMING PLAN I IIEVISICN DATES (MELIMIN,.,.V STAG.E-DHLYI • SHEET OF l?/.w,I -'i'B I I I I I I /4 fA I . iyp1cal 7' -3" Ty~1ci?j CIST. , COUNTY ROUTE I POST M/l:.ES SHEET TOTAL e'-61, : ' I I.fie/I TOTAL PROJECT NO. SHEETS I overhang f E 61rder I!: !51radr, Typ,col Bay yE61rder @Girrier-, Overhang ie Orq I e1.s1ee.1 ~2 104 4@ 511 6" 7/e' 41! G" , 41! G' 7fe 1ft 4e6" 1e". 1e" 4@ G" 1fihvf'' 4/f! G" 4e 611 1Ms' 4e4" ~ pica/ Top_ Loyer U°;L,(/(J[.,& ?\\OfESSIO,t,f I I I I I I /1. / ab f/.emforcing REGISTERElfciC ENGINEER <, I 5ee Plan On this 5heet C-,i·-"'2 ~ ~-PLANS APPROVAL DATE /} H.R.NEILL ~ . . --..: . -MOFFATT • N!CHOL EN@INEERS :.:'1 No 1259~,l ~ CONSULTANT ii • 3-31-89 ,i. ~ pica/ De.ck \ / \ / 250 WEST WARDLOW ROAD .,, ___ ADDRESS .r~I: ~L r,..,S,."t-emforcmg ' REDUCED PLAN LONG BEACH CALIF. 90807 E OF C~t\'ilS 5ee "Typrcal . USE SCALE BELOW CITY STATE z,p Section 'Sheet 0 I 2 3 t= I I ::1 3 INCHES ON ORIGINAL PLAN ... -f- ( i ( i -f- ' TYP/1 'AL GIRDER 3E :T/ON te" = 1'-011 E 8rg. Abut. 1---..,· f Piere\, 40'-o" E Pier 3-----.__, 40'-on 40'-0" ' ~ /'ter 4 401-011 ~ P1er5 r"''" ,,,,. ' 30'-0'1 so'-011 :!0'-011 so'-011 30"011 30'011 30"011 30'-0" 3#10 Cont. -----I'\ j # /0 eo'-o" eo'-0 11 3 # /0 -.......... eoL011 c:oco" 3 #/0 eoto" eo,01 3#/0 ec;Lo" eO'O" ~ -----------"" "'"" ...._____ /#4\ ~ /#4\ I Ii' 4 \ /#4\ ...._____ /#4\ "' I" ✓ Edge Of Deck 0~ g, ' ' ' ' ' \ I • I • • • I • I u-= -§ li::i· . . ::,,"-' I!< ~ Extenor 61rder "" a ' ' ' ' ' y ; \ ·-' " ' - f /[!tenor 61rder . ' I "' I " <T) ., ' I _, ci ' ,___ ,., ' & "' ~ /'!_tenor 61rder I I I ' ' ' ' ' ' I T I ,' I I ' ' 'I I ' ' I ' I I ' \ \ . I \ \ \ \ \ I I E Exte[lor l31rc!er 2> I I \ \ \ I I I I I Cl= _g \ \ \ \ \ Q"' ' Q_• ~ \ \ ' I \ \ \ \ '\ .\ \ 2'"' '!! 0 , ' ' ' T ' J#/0 Con~. j/_ . ~ B"l0/ ~/#4 ~ /:cige Of Deck. ~ 3'/F/0 ~ /#4 ~ ,3#10 ~ /#4 ~ .;)#/0 ~:/#4 I# 4 • 3#4 J IF /0 5"4 3# /0 5# 4 8# /0 5# 4 e i.10 3#4 4 "10 Con/. PARTIAL PLAN-LONGITUDINAL TOP 3LA8 REINFORCING Beale = Vert. 1/e" = 11-0" Hon3-I"= zo' "'AU ' c~~~"' '\<V,,vv-D--..--"'--State of DIVISION OF STRUCTURES BRIDGE NO. DESIGN ' hvl/)•-i' SANTA ANA RIVER BRIDGE "' ;u.,'T,,_.,,,;, '" CALIFORNIA STRUCTURE DESIGN 5E·0I DETAILS Chi~:,,,, \.{,_v.,,u POST MILE QUANTITIES B)' A-.. ...... , \.zv.,~,-a-~-\,1,-...-c/l~,~U.?} -DEPARTMENT OF TRANSPORTATION A--..-u-.,. \<v.,l;VIP--'r" ~ c 2G ,,,,:7 e1. 55 LONGITUDINAL SLAB REINFORCING ?aO'"CT """'"~£A •EGl5< ROO C,VIC ENOIN£eR NO OS 050 2 IJS (2/86) I ORIGINAL. SCALE IN INCHES I ' I I cu re eog I Disr~gard priak-bt•a,;ng ~atlier ,~vision dat~s - lll<VISIOI< OATl!S !PAELIMINA.FlV STAGE-Ol<LV) -IT " FOR REDUCED PLANS 0 ' ' ' EA oe,111 ,,,_,st, I I I I I I I 15 I i:4 I I DIST. , COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS I G1 rder .5ymmefr;col About i .sp,m ,e Oro I e!.8/U.i !J!J /04 Poth Of Center ()f 6rov1z Of \ con~rucf1on Joff 8ebween J'.,<~£ k Pre:;trebssmg 5feel To rrax1mote /2'\ (:;1r er And Dec 5/o ~EGISTEREDCI lENGlNEER ~ •'""'"•• A Poro o!o. There 5WJl 8e A t5 a-5.-8.~ ' ~ ~ Mrn. Of e Hold Downs ;fhrn ~• 1, PLANS APPROVAL DATE ii '4 4" • The :5pon ° ' MOFFATT a NICHOL1 ENG!NEERS "\~ 12590 °;;; CONSULTANT ~. e-#Gx L • 3-31-89 ,. 250 WEST WARDLOW ROAD "'·-- 4'·0' . . ADDRESS "'-:;,;: CML ~,.,._ LONG BEACH CALIF. 90807 f OF c~\.\~1:i<i: CJTY STATE ZIP }-c . > ' ~ 5f!rrun Snacmn #sll@1' #4 I! 5" #4 @ €''/ #4 l!!B" ___J #4 e 1e11 f,11ee4:~ Hold-Down, lf8 x 4'-o"Thru /1/i"+ Hole @toch End. __J ~:'.~.(,:2,!;$4 -~ 4!01' .5 '-0' /0'•01 /0'-011 W·Oll Max. ~ ( Typ.) find lvf1d Span. NOTE 1 Holes fire On 6Kew 5t'!ar,,,.,,., #SJ!@G" #4 1!6" #4 @8" #4 re 1e•1 ,:,n & C411 Max. 1/a &,an Lennlh Span 5 a 41.011 5'•0ll 81-08 81-0 11 "L" (3ee Table M /11ahrl . PRE5TRE55JNGJ NOTE5 EL E VAT/ON !/4", !'·011 wdongfarce: The f'orce R.~Ulred At cenfer Of ,5pt1n --After A/IL sses . . Concrete :5trengfh: f'c1 Is At Time Of /ntf1t1! 5/ress;nq, -f'c 1st1teaoays,ps1. "' _ r~# 4-x J'-G"@ 11:11 -comber: Profile o;: Sorf'tt After Deel< Ht1, Been Poured ~ --~ ,'SI t . #S x 1f ,'//#4-,n ,= ' Notes 5creed Lrne elevot1on0s f'or Deck concrete Nill 8e f'~ _ ?"' Cros,f1es .3'Mox, #4Con . # 4 Cont. Tor. 10 /, Sfrt1nds Moy 8~undle~ In Gro~s Cons1st1:W Of Defermrne By The Eng;neer. Tot. 10 3'r!r:-J/4-X / 1•G"@z1" 3 Verf1Col/y?f e ore,on oily, 4 '{XlrtJtedAtTi Ends, Contrt1cfor M,1$;/2nterpolote "Pf' 'X11$"Y".Ya/11es 8efr;een t-#4 X '--X 4'.0'1 ~ z. The Mrn, D1s~~nce '1~/8efween C3ro1Jgsor lnd1v1,d.~ol .., (Tot, r;) "' Typr #4 X l[ Or )_[ Li I s 5/iown! As ApproYed 8y Tile cng;neer. _, 5tronds Is /1/;?11 f,°fr io/B" 5tr,mds 73/411 for 7/Jw 1,5 rr:nds ~ i/4x r,(fJr,11 "' . 1, J'.nd Z" for '1?11 ,5 rands, ' (Tot. 4 6> end) ~! ,;9 '8! I 3, 1511 Is Measured 8efween Centers Of Ac/)t1cenf 5frands. / .1' -~ I' #G X [_ ~I l ll ' 4, Approval Of The tngrneer Is Req.UJred for DeYlaf;on, I< .<::1 ~ 11 I ?'o'' I 81rder P•Workmq concrete 5trengt1 De1/ecf;on e1rdt,~r Toto/ ~ Locot1on or f2fc,$.ln /<Jps At sp_an Com t:r Number De~; ~no7f01.on //XH I'(' oue To CJP At Rer;1d, n Len fh f 1c1 f'c Slob i 51"::n 5pan I G" ,4' /084 4_5KS! G. ;KS! /.37 11 J/4' PhoseI(8)'bt SECTION fl\\ SECT ION fo\ CLEARANCE FOR PRETEN5/0NEO 5TRAND5 L = 110' 9/'811 10" esn 7eo8-Pnose!lr1Jrot SponZ,344 7" ,4" 1/2 11= !'·011 ~ 1/Z'= /1-0' • ~ /'1 = !'-O'' 1212 4.5 K5I 6./!GI 1.8011 .1/4!1 'hoseJ~)Tot L = l!:i-4'' foll er ~JG-Ol7o5e!J{20Tof. ( Applicable To first 4,0') Spc;n s 5' e~t .€-3t. -4.5K5/ G. I KS/ aso' fe" P/Jasel(B)Tot. // 8" L = 86"!118' -87i e:,Q o8G 'tloseJI (7)Toi _Z..,-,..,_ 7jlP. -"-' ,,.,,-consf. Jomt ~ .I -,. r " ..__ lf5xG'011@/2 11 ~ ----.. I / ifG oefween61rders Note: / ' J11,f,x/Z118o/ts N!fh-#8x4-CG 11 Do~r..15 ~aced ~ Oeto1/5 :5ho~ !1re for Pre1tens1011ed CJvrders. N #8 oowe/ Insert Ass,fiemb/ies Thr.?;#,h l!/e 11>Ho1,sformed #4 between @rders The Contrac "1Ji ~qv,~ubm1 Defq1!.j ft"r~tis.t When D1ap7;;;-gg;_ms ,_ L.... /n !JJI der, When D1ophr;~md Tension mg_ .W. 1c ~ all oe 5uoJec o ,: e Are Discon I ous. /s Contmuovs. r/Md/es e (Total 2) -Approval 'Of The Eng;neer. eok R,;1v1red for ' Not 8e aroute. . J ~ #4x U@1s'1± Ex eno 61rders. ~ 5e.e (Prestressed11 ';,Ji i .fir;, 8eliveen Q1rders l5mier {Exter,or) Sheet far" /nserr Assembly De/all" . REDUCED PLAN USE SCALE BELOW ELEVJ'.TION 5ECT!ON 0 I 2 3 L I ' ' .:.I 3 INCHES ON ORIGINAL PLAN • -· INTERMEDIATE DIAPHR/tGM 1;e 11 = 11-011 . DESIG" "' /JJ0.1c! -i 7;~:~, \,<'\J,V,,'<l.-,· ,. State of DIVISION OF STRUCTURES 8RIOGE"NO. DETAILS u, /J t,,,'lvv,. CA--:..d~<'v· 'r.z¼v,0.,-. !\iv.,-...,. CALIFORNIA STRUCTURE DESIGN 55•0/ SANTA ANA RIVER BRIDGE POST MILE QUANTITIES By , /\ ,'>..\ v, \,(v,.,,,,_..., ,~ "7,i",,J',_£. /;71/'~ DEPARTMENT DF TRANSPORTATION A,-yu-.,, \-(v.,w-Q-,--~ C ?.G"J..47 e,. ss . PRESTRESSED GIRDER ( INTERIOR ) P•O,<CT ••o••··· •• ~,.~c,v1L •• ~ ..... MO as aso 2 139 (U86J I ORIGINAL SCALE IN INCHES ' I I ' I CU IE BOS I Di~reganl prin~, t,,,a,in~ L•arlier ,~vi~ion dates -le~,ql 5/:} I 1'!EVl$>0~ OATES IPAE\.CMlNAAV STAGE ONI.Y) SHEET " FOR REOUCEO PLANS 0 ' ' ' EA oe3111 I I l 7 I I /G i:4 ' - I I I DIST. I-COUNTY 1 ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO SHEETS 12 I Ora 1 I 4" ~ e-'G x [_ 'eyV 4'·011 Typ. ca. End-------._ . 0 , " . V-G,rdtr 3!:Jmmetncol About ! Span ( :Poth Or Cenrcr Or Grav, ty_ Of Preslressmg ,,.___ Steel To Approximate A 'Parabola. T!itre / 8' (Cons/rucT!on Joint Between Girder Sholl 8e It M,n. e Ii old· Downs WJ/hm Tht Span 'qJ, And Deck Slob, /' ' t.~1:Tu'~;r~R ff ~~OFESSt% =--1<rfi,.;·:.;5e;·,f'8',.;;}L.., ____ /3~3/ PLANS APPROVAL DATE $' '{;_ g,/~o. I 2590 ~. MOFFATT a NICHOL ENGINEERS - CONSULTANT 250 WEST WARDLOW ROAD • Exp. 3-3t-S9 ,t- AODRESS ,r-!; CIVIL ~':-_ LONG BEACH CALIF. 90807 ,,.,.,. or c~ .... \~~~ ~c 0 ~==~· ============k=:::;:::====i==============-~\t]~ ~ CITY STATE ZIP - 5t1rruP 5pac1na #5@~ ,4 e B' ~,,an 1, "'\"r-:,7,, .h 4'01 81-01 #4 I!! 1e11 fill!: c.411Max. .....J -~ Hold·,~ "--~ !'1xf,011 8o/t /<eq.wred rir-½-i;--7,;~--.;--;;:;,-=--~---t"''··O""=--------'--"-'.....:....::.:.....:..c:=----~., ::'-(Typ-) for exterior 61fder. See fill @ e4" Max. 'ln5ert Assembly Oe/011" ttrruo S c,no opan 5 3" s <o ,+----- OS OSO ~139 (2/86) #51! •" #4(! le" 4'•Qli G1.o11 - I • Ya Saon lenaht NOTE: Holes Are on S/c.ew 11L" (5ee Table "t R•~•t\ 3"cir /~811 --'--"- - I' 4 Cont (Tot. /0) EL E VAT/ON ¾/"' l'O" Inside face Ext Girder -e¾"M,n, --1'1M1n. 111¢x 3''Lg. Bolt x· f✓ 1' Malleable Iron Or • • • • • Steel Hex Nut. . . .•• . 1 1'1¢ X le" Lg BolT -------------+(.· °"'t. '.' ~ ~"' · \_J_ \_ 8otr Int. D1ophrogm r Bar! Exterior (kc/er SECTION fB\ INSERT A55EM8LY DETAIL }e" = I -O' \Cl!7J l",f'·O" DESIGN s, Aia,...,,-t_}--7 _L) csA~,--~ V-,_~.,.,._., \.;... __ DETAILS "'-/iv.,--~if~ ct._~:'"" \<v.,··""" < '<-., ...... QUANTITIES B, f'\--,,._,..._ \<\J.,Vv<>--.,.-~ ~g-<",-;:U~j/', I ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of • CALIFORNIA DEPARTMENT OF TRANSPORTATION ' I I I 0 1 2 3 DIVISION OF STRUCTURES STRUCTURE DESIGN REDUCED PLAN USE SCALE BELOW L i ~ J 3-INCHES ON ORIGINAL Pl.AN Girder p, Workmo Concrete Strength Loco11on Or farce It, • Des19not1on 7;,,Y,, kips And Lenarh " f/:; {b Deflection At t Spon Due To O.P Spon e,3 ¢ + 811 '•" l4GG L• l!!f '111 ta' 31, F/oi 4.5Ks1 G.IKs1 Notes: Deto//s Shown Are for Pretensioned r31rC!ers. The Contractor Moy_ Submit Details for Post Temionm.9 /llh1ch "Sholl Be Suq;ect To The ltpprovo! Of The Engmeer. Slob J.6e" 0.47" for Defo1ls Not Shown ltnd Prestressm9 Notes 5ee 'Prestressed !J1rder (lntenor)'Sheet 61rder Comber At [ Soon Toto! Number Rer7'd 0/iasel (!)Tot 0Mselll /lTot 'lxl~e!(B)Tof. 0hose/1(3)Tot. "hose I(I) To I "hose I/ (/)Tot 55·01 SANTA ANA RIVER BRIDGE POST MILE 21.55 PRESTRESSED GIRDER ( EXTERIOR ) CU /2 B09 EA OE377I I Disreg~rd print.., boarieg <•atlior revi.sion date~ -12'5ia81 $/f) I IIE!VISION OATES IPRELIMINAAY STA<l~,ONLY) I I I I I •~HT OF I 17 f:4 - \ I \ T c'1Exponded Pol!J :!/ijrene 1s't*n I End Of Wmowo!I = End Of 5/ope Pov1n9 I I -• IMPROVEMENT "c, 640 \ \ ~ 641 V • "--s40+ se.s6 Rel. Woll \11 ,_._\.-I\ \ I i..--1"'---L_preformed 6rooves \111-.l__Jj See Dero1/ '-------.;\' II I . .5uppor! /110/l~,-1-~---il.> :'.OW ElG.0 r.5UTMENT N26 5l0PE PAVING PLAN ""·'/ -----4" Under 8ndge ' • ~ ( Vanes Beyond 8ndge -'--,~~ ~ Cone. Slope Povmg ~ • • Oefo1/ Al /Jbulmen! S1mtlor To 5ec!ion Z ~ 3ECT!0N fo\ 8/4" = l'·O" ~ OS OSO 2139 (2/B6l "'.,,.,, ORIGINAL SCALE IN H<CHES F"OR REDUCED PL.ANS ,, «, ":: OIST COUNTY ROUTE Oro Ri:G1STERED civ ENG1NEE G-5-8'.9 PLANS APPROVAL DATE POST MILES TOT AL PROJECT e1.s/r:e.1 · ,; ~ C MOFFATT a NICHOL, ENGINEERS CONSULTANT ~ r::I 15 S' +Ab r. I 250 WEST WARDLOW ROAD 1'-I• • -'• (/.. ADDRESS I ' / £/. l3.3Jt AbLJl."'6 LONG BEACH CALIF. 90807 CITY STATE ZIP . ~-,.,.--/41 Expanded El. Ie.o t Followm9 Construction Of Slope Abutment----.: ---~ Polystyrene $-Vor;es Povm9 Restore ArroAffected To Its , ,. ~-_ ,--On91nal Candlf1on . .5ee'roundot1on r -.·,-_·_' . _.7 ,-= '----____,, Plon"rorEx1st. Contours (Acute; Only) ----' • . . "' Welded Wire ' ~6<6·W3<W3 SECTION 1'"4' -Jle'' -~ Fobnc "5'='e=e~P~1/o~n-'cf-f.'c-o'=r '!'./i;i"-"coO'-f~~~ . -, / Su~orl Woll Elevation (T.0.f'/) "4@/e" /.. ~l Each~vy.f, Support ~-.!: WOii REDUCED PLAN 11 USE SCALE BEL~W 0 I 2 3 t= I I 4 3 INCHES ON ~~GINAL PLAN --I PREFORMED 6ROOVE DETAIL No 5cole Addi?· "'4 x tJCO' El. G.O' ·:.... cl. 4. G'= Topor PIfe 45"¢ Storm Oram Pipe 411 Expansion Jomf flller State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 I ! l I l 5ECT!0N fC\ /le"=l'·O" \@]!§) DIVISION OF STRUCTURES STRUCTURE DESIGN ,A..-,w,, \(v_,w,;,.,,-\"'-...._;_,, C '2.C:24-"l •ROJECT ENO,HE<R S<G,i <A~O C,VOL eM<>,N«R NO cu 1e eo~ EA oe,11I 5RIOGE NO 55•0/ POST MILE e,. ss SANTA ANA RIVER BRIDGE SLOPE PAVING DETAILS SHEET TOTAL NO SHEETS !75 104 - I SHEET 0, 18 24 /-3" Tobu/or Honc/ro1/ le' e" 7" I" Chomrer (Typ.) 3-#5@G, .5!099er Spl1ce:J <; -1' #5, i\ @1s"Mox. ~ "" J, Construe/ion Joml t-, #5 x ~L @30'Mox. -#4 Cont. To/o/G " "-" ~ '<> _, "' R=!" Concrete Deck Q -Or nn1Sh Gracie "') #5 Cont # 5" ~ e l5"Mox. (To 8e In P/oce 8erore • Deck Concrete) BARRIER TYPE c? \~·::-'.: :_~ :tt:: #,4!!!._·101. 2 END DETAIL ' [CL!> 6'-o" l •. Tra11sit1011/ r¼"¢galv pipe sleeve for anchor bolts ' ! ·! <! Traffic flow PLAN Concrete Barrier Type 27 or 27 A Concrete Barrier Type 27 B DECK p!6" 2-*5--i Type27A'5 ) e'/5 }~~:Y-J---ffL------1 or Typf? 27 "5 \,_e1!Smax Wal/rein/. !"Expanded polystyrene 68 cont OR WA LL JOINT __,,,_A'-T_,CO=W,"-'W.'-"'Ei"'-C-'-T'-"IO"-'W'---'To-"0-"'S-'-'T R""U"-'C"-'T.'-'U."-'R'-"E~ See Note B ELEVATION Scale .-1/2"::: /!O" 6'-0. --Bevel Metal Box Spacer (See Note E) #5 f\tot 8~ {Dowels not shown/ ELEVATION SECTION C-C tot 2 METAL BEAM GUARD RAIL CO/VNECTION STANDARD DRAWING Modify dimension Jnci reiriforcernenr. Delete Std Pion IO, odd bar dim. ORIGINAL SCALE IK INCH(5 1'0~ R(DIJCED l"l.>.HS Stats of CALIFORNIA DEP~Rrr.1EIIT OF TRMlSPORTATION DIVISION OF STRUCTUR~S STRUCTURE DESIGN l_..,..,.,._ _, c. 2.;;.4 .. 7 e,,u,cTr..c,.,,. •rr.rsT,.,acr,11 '"';'"''"-;;;;- cu !CC03 EA OE3771 OST. . COl>ITY ROUTE POST MltES SI-CEET TOTAL TOTAL PROJECT N SHEETS 12 Oro 21.3/22.1 96 104 NOTES.- 6-5-BJ! PLANSPPROVAL DATE. MOFFATT a NJCHQL ENGINEERS CONSULTANT 250 WEST WARDLOW ROAD AOD_RESS LONG BEACH CALIF. 90807 CITY STATE ZIP l REDUCED PLAN USE SCALE BELOW r ~ 3 ~ INCHES ON ORIGINAL PLAN" ~ A. Clearance to reinforci"nq steel in railing to be !". Lonqilr.Kiinal reinforcement lo stop at expansion joints, and be continuous at construction joints. Hai"rpin stirrups to be rotated to meet clearance. B. Rail J0i"nts shall be loco ted at deck and principal wall joints. C. Dimension may vary wilt, cross-slope and with certain thicknesses of surfacing. See Bridge Plans. 0. When glare screen is required, see "Concrete Barrier Type 50 ". E. For Metal Beam Guard Roil details not shown see Std Plans A77-C, A77-0, A79-A, A79-B, A79-C and A79-0. BRIDGE Ho SANTA ANA RIVER BRIDGE e1-ss CONCRETE BARRIER TYPE 27 (MODIFIED) ;s e4 ,Sleeper (}/ab ---1 Sealed Joml--~ G39+ 98.40 Approach Slab ----1-- Metal Beam_,} euard /?.a// •. 8. 8 Sealed Jomt Cone. Curb \ I . \, \ ' ·\ I . \ , !Sndge Deck ---....1 Concrete !A1:d1an f: Im rovement ---- Cone. 8amer Type 27 Modified .:.--. __ \ .,,..c...1--._f;rcycle Path ==:!':I=::\ PLAN 111 = eo' __J E.b. Approach Slab BECT!ON ---Sleeper olab il'4(d 1811 OS OSO ~139 (2/86) l3uard Ra,/ l REDUCED PLAN USE SCALE BELOW I 2 I I 3 INCHES ON ORIGINAL PLAN '\---L1m1t OF ltpprooch 5/ob ~-1.---Sealed Jo1nf 646+5/.4 ..1---1--Approoch 8lab ___.cl\;._-:-1 Concrete Curb JI£...· ~ 0 Woll-13ee Roadway Plan Approach Slab~~ "' 10Yc11 Treo_ ied Pem,eab/)· D'ase, Confmuous BeT/'leen Wmgwal/ '# 4 Cant. Const. Jomf Pref'ormed Permeable Liner .SECTION Ye'= l'-0 3ECT/ON State of DIVISION OF STRUCTURES STRUCTURE DESIGN Hardboard #5 ... @1811 ,L.__J \1 #4@ It' x ~ - 8/eeper 5/ab Or /tpproach 8/ob Const.Jcmt 11'4x/CG"I! 18" Nmgwo/1 BRIOGE NO, ss-01 DIST. , COUNTY ROUTE 12 Oro REGISTERED CIV 6-5-89 PLANS APPROVAL DATE MOFFATT 6 NICHOL CONSULTANT 250 WEST WARDLOW ADDRESS POST MILES TOTAL PROJECT '21.3/22.1 ENGINEERS ROAD LONG BEACH CALIF. 90807 CITY STATE ZIP Varres S"o" To 61-011 Sl-tEET TOTAL NO SHEETS 97 104 JO½ I/ 5rdewall< Wrth Type H Curb ·See~ ~.lo I o Const. Joint SECTION NOTE, 5ee '.Structure Approach !)eioi/ No.e" And "Structure 11pproach Detail No.a" 5heti, For De/QI 15 Not jhown On This .Sheet. SANTA ANA RIVER BRIDGE CALIFORNIA DEPARTMEIIT OF TRANSPORTATION A .... ....,,,,, ¼\/v\,.,,_,.,_y -,,),.,:M C'U,<-47 eso,m '""""" ,.,,,.,.£ ,.,., ,,, .. m ,o ?OST MII..E STRUCTURE APPROACH DETAILS NO. l flEV!,ION DATES (PFtELIMINAAV >TAGE,ONLY! ORIGINAi.. SCALE IN INCHES FOR REDUCED PLANS EA 0El77/ eo 24 r --_· -r· - Front Face ~ Longitudinal of Barrier (;;~End of _ Construction / ~ _ Joint (.See Note 3)~ / ' Lone Line ---- W1ngwallN (s\...: , ,,--Approach 'I I S1ab "'-Povemem------v ! _________ , __ i __ _ Lane Line Cridge DecK Lane Line See Note I Sleeper Sia~ ~ ~ Unbonf<&Ji ~ 3•-s• #6.2'.r-- Dowels@ 1211 Construction:s: .~ NORMAL PLAN VIEW ALTERNATIVE ALTERNATIVE 2 Concrete Barrier\ ~ ' r ~ L -~ Match Deck Overhang~--1 Wingwoll o~ Retainin~~all Expanded Polystyrene ,~ DIAPHRAGM TYPE ABUTMENT Wingy.,qll or Retaining Woll--'--L_~ l!t"~2'~:"-L:" b" bars l 11a" bars -Preformed ~~ ,H I ~I ~I ~ ! :$' I ~ 2'~! _ Permeable Liner TYPE A TYPE TIE B APPROACH SLAB EDGE DETAILS ( Section B-B) Shou Ider _one Line .r ?avemenT__...,· ____ :...one Line Lane Line Shoulder Sleeper Slob DETAILS Approach Slab TPB ~ST. COUNTY ROUTE Pay Limits for Structural Conc.re.te, Approach Slob 12 Orn POST MILES TOT AL PROJECT 21.3/22.1 SHEET TOTAL , NO. SHEETS 98 104 1 Ao roach Slob, 30' Sleeper Slab, t6Lo.1/e11 6-5-89 iee AburmenT 1 !. ~Tie Dern!ls-., .. ~ 1S5 / I -\· -o-5 """'/-- 1! • Preformed 1-Permeable ("a"bars, ~ ~8x291-611 @ 1211 "o" bars, ( " -r"4@II8" .\ ~6•29'6"@12" 2" ;r 5 @ 12 ~-i--'-------( ~Ir : / PLANS-APPROVAL DATE MOFFATT 8 NICHOL CONSULTANT 250 WEST WARDLOW ADDRESS LONG BEACH CALIF. CITY STATE ENG!NEERS ROAD 90807 z,p Liner·---.,\!-' 2 Clearance C 11t"= Depth of PCC pavement, Filter Fabric min 11t11 = 911 4T_L_ See Note 5 Woven Tope Fobnc See Detail A See Typical Cross Section For Thickness Of Pavement And Bose L REDUCED PLAN USE SCALE BELOW 2 I l 3 INCHES ON ORIGINAL PLAN .;; 4 Continuous *4bor chairs@ 31t transversely and 41/21 t: longitudinally <!) LONGITUDINAL SECTION j 11-611 # 41o"CJ;::@12" Sealed Joint (M.R=I") B6-21 12" • 414 5"'7• ... @ 12" _ 1o~L._J...:. ~ I ~=:J:4" ~ ,[7 F\-r"4bar _ ~ ·1 .\~ BAR CHAIR DETAIL # 5 x 2'-d' Oowels@l2" . Waterstop, See zY ""'"""~''t remf --=: • #4@18" .::;; ., Woven Tope _Fabric SECTION c-c '1/4' Exp.JI Filler Filter Fabrii:: Expanded Polystyrene SEAT TYPE DETAIL B (Low side of roadway only) ORIGINAL SCAU !N INC/IES FOIi 111'.DUC£D PUNS Subgrade Drain 3" Slotted Plastic Pipe (See Note 5) 61-011 t ~ ~ ~ 3" 3" ~'A I -, x x ng e State of CALIFORNIA DEPARrnEHT OF TRANSPORTATION DETAIL C (Plan View) DIVISION OF STRUCTURES STRUCTURE. DESIGN >• ~ C. 204""7 ••~,re, '"''""' 55·01 PQST MILE NOTES: PCC TPB AC "MR ABBREVIATIONS Portlarid Cement Concrete Treated Permeable Asphalt Concrete Moveme_nt Roting Base I. Contact joint between pavement olld steeper slob shall be nor mo I to the centerline. Joints may be staggered on lone lines at skewed structures. Stagger lines may be 24' or 36' apart for skews of 30° or less and shall be at each lane line for s_kews greater than 30~ 2. Sliding Joint-I14' JC 0~9"' neoprene strip,coat top with grease and cover with Q!.911 x 0.06411 galvanized sheet metal. 3. Longitudinal consrruction joints may be located on lane lines when permitted by the Engineer. 4. AC dike, when required, shall be placed as shown. When AC dike is not required end angle at end of wingwall. 5. See "pion II Structure Approach Details. No. 3 11 -For dro1nag details. 6. For Movement Ratings greater than or equal to 21/i' , see other sheets for abutment tie details. SANTA ANA RIVER BRIDGE STRUCTURE APPROACH DETAILS NO. 2 I I cu 1a eo~ EA Oe3711 DW"eganl print,. bearing eulior ,.,,.,,..;oz, data -el B 't_ 0.039"Golvanized Sheet Metal) I g" 9•~ . 4 -2·· J, 5/32" Powoer Onven r---'-----~,-3-"_m_i-n.-i--,l,---~~1 · Ac D.k -{"""" -fi-.... s,uas, 2 Eac.h S1de·------i=:::::~==--l-7 _~ __ 1 , e _______ / ~I 314", " I j 10 _ _LA.-=-lJ.Jt .. ~n. ~(4 c-cmax1mum) ~ < __ _ Bridge Bridge DedJ l,,J,',J SECTION B-B I I ~ Sealed Joint I \_Approach ~ S!ab-. ~ ), '-sleeper Slab SIDE VIEW ( AC Dike Not Shown) DIKE INSERT DETAIL of Shoulder /See Dike SeeNo~B. !nse rt Deto i l ~AC Dike Edge of Shau Ider fs-----,Approach Slob, 30 1---~--...;1 -,:--Sleeper Slob_} ¢=:J .Traffic Face of Paving Notch Sealed Joint TYPICAL PLAN (See Note I) SECTION A-A (Optional .D_F B_lock Spacer Shown} 1, 2, 3. DIST. , COUNTY ROUTE POST MILES TOT AL PROJECT 12 Or.a I/ ,d;L./11 d/ .Rrck~Ef'lGiNE:eR 6-5-89 PLANS APPROVAL DATE 21.0/22.1 MOFFATT a NICHOL, ENGINEERS CONSULTANT 250 WEST WARDLOW ROAD ADDRESS N O T E S LONG BEACH CALIF. CITY STATE AC DIKE, .-ii':Ei/ REQUIRED BY PROJECT PL.UIS, SHALL EE ?LACED AS SHOWll. 90807 z,p SEE FLAIi " STRUCTURE APPROACH DETAILS N0.2 11 FOR ANGLE DETAILS. WHEli ANGLE IS NOT REQUIRED, SEE STAtlDARD PLAN A 79-B FOR AC DIKE POSITIONING. FOR MBGR DETAILS llCT SHOI/ii, SEE STAIIDARD PLANS. OPTIONAL DF BLOCK SPACERS, ATTACHED AS SF.mm, MAY EE USED ADJACEi~T TO PCC APPROACH Ai!D SLEEPER SLABS. USE IJ 11x8"xl '-2" DF BLOCK SPACER FOR 10"x10" DF POSTS At:O IJ 11x611x1 '-2" DF ELCCK SPACER FOR 611x8" DF POSTS. ABBREVIATIONS AC ASPHALT CONCRETE TPM TREATED PERi·lEABLE MATERIAL DF DOUGLAS FI?. • MEGR HETAL BEAM GUARD RAIL PCC PORTLArlD CEt·IENT CONCRETE PPL PREFCiil1ED PERNEABLE LINER SHEET TOTAL , NO SHEETS , • 99 104 i GUARD RAIL AND DIKE DETAILS ~ reforme ermeabl iner Outlets·-See Roqd Plans Preformed Permeable Liner---r OS OSD ~ 1~9 (2/96) ., .,,., " I, t! ~Cop end □ TYPICAL PLAN /Toe of Slope Sealed Joint (Sfeeper Slob), Subgrode Drain 3"Siotted Plastic Pipe 3"Slotted Plastic Pipe See Abutment Droiriage CANT! LEVER WINGWALL 4'-o" 3"Unslotted Plastic Pipe SECTION C-C DESIGN DETAILS s, <;IUANTITIES l Limits of PPL r RETAINING WALL WINGWALL (Section D-D) REDUCED PLAN ' USE SCALE BELOW I 0 I 2~11 t::. 31~H~ ON ORIGINAi..~ -.,. 0 _, -,,,_--;-,.--lotted -p~..,c;i ostic Pipe -~-;;;;;=-!!,==:c...Droinage Pod ( fy-tinor Concrete} =s::t r Abutment "o .-" Footing'\ 1 • 3 Slotted --'-Plastic Pipe '-/ X WITHOUT FOOTING WITH FOOTING ABUTMENT DRAINAGE Fini'6hecj qrode ~ '-----Outlets -5ee Road Plans. 3" Lln,:,lojjecj Pia<>! i c. Flp:, PPL 3" .Slot\ed Plc,e,jic, Pipe, Top cf' Fl:oi in<a SECTION E-E DRAINAGE DETAILS --~-- -- ORtG»<AL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION I I I ' ' ' DIVISION OF STRUCTURES STRUCTURE DESIGN A-. .... .,., kv,,v,-,,;,....,, ~~ Cl.C'-<l-=7 ""OJCCT '""'"'E' ••o,;'.to,o c,v,c '""""" ,e cu 1eeo~ EA oeam 9Ri0GE NO 55·0/' SANTA ANA. RIV!cR BRIDGE POST MILE ' e1. 55 STRUCTURE APPROACH DETAILS NO. 3 DIST. • COUNTY ROUTE -POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEEfS ,.,xc5'0" fof 4 To be in place when pile is casf. Hook as required to f:~~c/e/ • ~/ {!/earance f~ fr ===.==:C--i of' foof1n9. :!!=cite, <g> J!4~a"mtrX. II • t"chamfer~I rl-----·3 clear to spiral "9,f:5-'o" fol 4, lyp. -, I I Presfressin9 Slee/ <§> "11--L--f'r = i:83,000/bs., excepl for pnchor piles P, , 400,000 lbs As, L 84 sq. in. min /!3#-'allm/'n. J!.4" TYPE I 0 Presfressi'n9 Slee/ #9 wlfh sle1ndard .90" hook, fol 3(bvndled) 9rovfed l'n 4 "din. hole casf or drilled i'nfo cenl!!r o{_pjj_e. _ Cvloff l!ne7 '-'1----1------f', =i:83,000 lbs., . TYPE If exc~pl For t:mchor piles f', = 400, ooo lbs. As = f.81. sq. in min. "<b "3~es-•o; fol 4---1 12 Orn 21.3f22J PLANS APPROVAL DATE MOFFATT 8. NICHOL ENGINfERS CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CALIF. 90§07 CITY STATE ZIP SECTION A-A AL TERNA TE PILE ANCHOR FOR PR£STR£SSED PILE l.35°hool< ~----,--f18 spiral rein/: ~---1--~t;" Nole: l For lnpped splices, spiral n:i'nl"orcemen/-.. ·shall b4 lopped pl leas/ 6'0 cliPmelers. 2 .. Spiral reinforce-men/ pf lapped .splices 11nd al ends shall be lermincded by ,, 135° hook c,roum7' /on9ilvd1i,c,/ rein/".. PILE SPIRAL DETAIL JI~ scale ~Space in t1Ccord1mce ~ wifh pltm dehils Clll o/"f piles al"fer lesfing lo proricle embedmenf in pccord,mce J¥ilh -----ic-Top of Load h.sf pile lo /;e smoofh 4 /eve/. Piie cllfoH for feshn9. ELEVATION No scale Nole: All pl'/es precosl presfressed concrele. F}-= Preslress Force (a/"ler losses). fc' <1J 28 dc,ys = -;:ooo p.s.i. fci t' !rans/er , 4,000 p.s.i. DESIGN LOADING= 100 TONS. Concrele 1n C/c,ss 100 C p1/es she,// conft1in no! less fht?n 752 po1.1nt,'s oF cemenf per cvb:c yt?rd Def nils are fhe • same for bolh Class /00 plt1n defc,i/s.------1 Preslress sit:~! lo ,,... """"'"' =ii· mfo foolm9. Anchor pdes LOAD nnd CMss I00C piles vnless nofed olherwise. ..... ~ wil1~ ~::];;,;; TEST PILE GROUP Pile cvlofl" /"or le.sf1r19 Na/er sur/pce or .boHQm Q/ /oohi19'. _ Opfiona/ covpler Spi"r11I wire 2-/Y,/,; H.S. 'sled rods, fhrec,ded@ bolfom, pnssti>q fhro1.19h tef/;g',;hole in 69,-., x 2n H.S. slee/ p/ole nnd nnchored wifh hex nvl..s.---- IIRIDGE ~ • 0 C, ' "::_ --- ~ -ll ~ " -~ ., ~ <o I, :,: § ' C, • ~ <ii ~ l: " " " JI " " " rJttl., ,tjr· ~ l REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORIGINAL Pl.AN' ~ -3•_;- 1 ~ ,· ~ I --(E.__2' SECTION B-8 ANCHOR PILE CONNECTION J STANDARD DRAWING State of CALIFORN:IA DIVISION OF STRUCTURES STRUCTURE DESIGN 55-01 SANTA ANA RIVER BRIDGE . Added info 3 Rev size of pile/ Pf; 'As' ond Reber ORIGIN.I.I. SCI.I.£ IN INCHES FOR REDUCED PUNS DEPARTMENT DF TRANSPORTATION ' .,,, Kv... ·: ~ cu,_..,..., POST IIILE e1. 55 ; PILE DETAILS,"'." CLASS 100 S. CLASS •EVtslO>I DATES C,_[LIMIHAlll" STAG~ DIIJ,.Y) ·cu If eO~ EA oesn 1 Di=gard prints bearing earlier ~ dates - 109 104 I00C j I I ·I z 0 \a u ;;: a ~ • J u ► u z -~ ;;; 5 u .. 01<, ~ ~I filliHllllllllliai ~ 0 IJJ Bl il'lll!l ' , I 0 j l 1 2 r ] I iJ l ....,, ........ . .......... ,.,_ I REDUCED PLAN I! USE SCALE BELO~ I 2 3 I I I Abu!·! Abut·G -PLAN- Scate J",fOO' CotiNTY / 10~1[ fO'OSl' ••LES-TOTAL ~IOJ!CT •:~" '.",',',', I 12 I Oro I I 21.3/22.1 I lul 1 , CERT)f'IEO l::NGINEERING GEOvvGIST 231 ~~~ NQVfMBfR 25 /987 PLANS APPROVAL DATE MOORE 8 TABER CONSULTANT California STATE REGISTE~ CIVIL ENGINEER NOVEMBER 25 /987 PLANS APPROVAL DATE MOORE 8 TABER CONSULTANT 4530 E. La Palmo Av,r, ADDRESS Anaheim CITY California STATE JOB fV2 187-14 T.B.M. rap of curb Y-167 Coastal Geodetic Monument £1evatii1n 15.567 92807 z,p 92807 ZIP ~ • • ' I' OF C~\.\\\'.I~ 20-----------------------------------------------------------As Shown 8·! El. 13.2 -• '"' .. '} TsP7'Fin8 to medium SANO with sca/lered 'ii' • \. grove, -r 111. !SSl S 102.9 16.0 }.-· ::II!IJ "'-. .c; o/::: (SP} Loose,groy, fine to mtdium SANO. As SI/own -- JO ~Existing ground surface atff.. As Sllown n.~ n As Shown El ll8 ( 420 'between 8-3 to B-9 (4101 between B-9 to B-8 8 -.!_ 8-9 8-8 , El. 10.0 ,.. E!.100 , .. As Shown 8-7 EJ.2.4 ,;;a 1::; rSM) Slightly compact, groY, fine ~ (SM) Ton SILTY SANuwifh scallered ;{i 'S rown silfY, line .. ,: SM)Brown fine :::;; el-Fill .:: 1 ,.4 n to.coarse S:4ND '":-.. , 1.4 21 to medi"um is ioos111..9 .(.1-~s~n,fineSAND. /i/ 2 ~7ff/J;f{!t~ej;{;.;'-fn-'f;) IBTIIDSILTY SAND- ; •• : -~\ ~line SAND. \;: TITTTrn RL L. G.w.s • ..J _G }; 11. 1.4 2l ~:.:, ~ {SP) Ye/lo YI-brow. :;, ,.4 (SP) Yellow-§~t'fa1 ~3~ }; 1!. 1.4 10 \ --0 5 100_.i11.5. J'r:i@Sf')Oens_e,fineto '-:.... El. -3.2 El. -2.8 ~-1 u II SILTY SAND. "'·"'·"· :::: (SP)Compoct to aense,groY,mwto ,.4 17 1ne_(p coarse .,., s ,,4 11 own rme J. SAND. tt SAND -FILL. -:•-: mqd1um SANO. W), 21,,sPJCompacf,groy-blue,linetomedlum <~ 4 1_4 47 ~~ SANO with grov8I and cobbles. ,,_. ~; ,, , (SP) Gray,fine to coorse SANO and gravel. f,t· {SMJLoose,groY,fine to medium ~~! 2 1.4 6 S/LrY SANO. s m.o 1e.s -'.{j J:li!( coarse SAND. 4/2Ql87 ;", (SP)Yellow-brown ·,:,: 4/Z"Q/8? fine SAND. -----Giim~•j!:,. IIilll-------------1~·; ) d.3,ise,g,u,,fhe '<Je88.5e&4•'9¥ •JO ·-:~ (SP) Slia/Jtly compact and compoct.groy, fine !ss /· .{: 4 1•4 ei (SP)B/ue-groy,fine to 1s ,ot5 s 11..s .';f ~ GRAVEL and COBBLES. t-: (SM) Very dense, gray, fine to m.-;dium SILTY. ~ ·-:~-l 1.4 100 SAND. .'k GP. Grov fine to coors8 SANDY GRAVEL. .G :\~tSP)Very_denn, groY,finelo ,;,: ;_;-: medium SANO. 0~ 8 1.4 41 ~i" 1GPJ Verv dense,9ray, (ine to coarse SA NOY ... ~ •. 5 1.4 I GRAVEL with cobbles. -20 ,, ,1 v'SM)Slig/Jfly compoct,groy, fine SILTY SANO with s/Jolls. 7 1.4 ll 8 L4 12 ense,groy,,me lo meo1um --·•-· 'SM) Slighlly compact, gray, fine SAND. ·_..: 'SP/Dense nrov.finstomedium SAND. ~30 .;'". &: (f(: 6 ,_4 61 'GP)Oense,groy, SANDY (!RAVEL. "<"· ,o 1.4 49 tSM)Dense, groy,fine lo medium ~~ lj:il£})'SP) G;oy, fine lo medium SANO "" :·.O: (SP) Dense, gray, SANO wllhshells. -,t wit!J shells. ~ GP)Dense,groy,fine to coarse SANDY GRAVEL. t.; f.'.L 11 1.4 49 SILTY SAND. ··' •• : ,0 1.4 110 {SM)Very dense, fine SILTY SANO. ?) !J:ill,sp) V.-;ry den~e, groy,fine to medium, ~ --~ i/ cemented SANO. _40 "._' (SM)Comoocf nro11 fine SILTY SANO. {!~ i-'i (SP/ Slightly compocf,grDY, fine €A }i ~ to medium SANO wifh grovel. € \lf .lill.l..!LJ ;, • Pl Comnoct,gray,finetocoorse ie~,i,; 041 , GRAVELLY SANO. \f:· (SPJOense, groy,fine lo medium SAND :-} ..!..l.Ltl.!LJ with shells. :_t (SM) Oense, gray, fine SILTY SAND. €:stat.459! :,,;: (SPJOense,groy,fin.-;fomedium SAND ::~; U 1_:!.163.J with grovel S 106. 21.4 S 107.820.S 6 1.4 46 I 8 1.4 90 I (SP} Ve,y dense,groy,finetomedium 9 u SAND with shells. 10 1.4 IIB ! :::-~~erydense,groy,fine SANO. :.:, 12 14 21 ::~, ::~--U 2"5 €s}\;:rrrI~ i9.rs;JGroy.finetomediumSAND. fl~ S IOO. 25. II 2·' with seas/Jells. ,: ;··.;.·_··i.,.e.,~,.,~,oo~,, /ss :;·•,,.·:.:~ ii·~ if fiS~J~ry dense,groy,fine SILTY SAND. ~ hord,groySILTY CLAY. ~ ,.:.,; · ·'r (SM) Oense to comooct arov fine to medium ·~:" • , laj 1"2:i;; I 1.4,A¥,j 11,e4"9~ l=~===~~~=,,,-------------------------------+ .. 1,.1-----------------t·•M::;::;::;::--------------50 ~ :-/ 1411.4143 SILTY SAND. '.'.' (SCJSliohflycompoct,gray,fineCLAY£Y :;_., (SM)Verydense,groy,fil18SI/JYSAND. 'C'"''~~•""'~;fJillW j.!.9.l..UJ!QQ! \{.~ SANO. r,i51s io,i.112~.1 :}tillill ... cemented layers ------G;jj;8][~~1:ij·:~·~'.~7~~'j~·~l;lj,~C~:~~y~,~t~;,~f.;••:ro;y~S~A~N;O~Y;S~/L~T.~.-'---.E3t(~)~,~·S~M~/~C~e;~d:•:n:,~•-~g:c:•Y~•~ft:n:•;,S:1:LT~Y~S;A:M:O~.----,i·::~~••~~,~,f~'·~•r~•:•~'o.J~fd""..5f.'71'_S_'41>~-------t·~,;~"~1_4~1,,~•~ •";l~/~V.;ey;;,;tl;f;f.;g,;•;y;C;L;A~S~c~Y~S='~L~r.~--'~~;¥/M~L/~O~•~n?,:•,;•;'";•~SA;M;O;Y~S=IL:T.~.------------------------1 ~ ~ , ;~~: Very hard, 9,a., CLAYEY SILT. -BO "-' ·,•~·~·••·.1~~:~ ~::~e, groy,fine SILTY SAND. .·.'., .... =csM,.!o,e_nse,groY,,fine SILTY SAND. r.:; ~,·.· tiill'i:J,/ 4 .. 1 : 4 /G,:~~ c·'AYEY s,Lr. 9 92_03l 1 )f ~Groy,fine SILTY SAND. j ., " ., r-... ~ • • ,Y,,._ ,.,.,. .._ ,,'.:,< 121 u 87 ifSM)Very dense,groy,fi/18 SILTY SANO. aiiJ,grov CLAYEY SILT. Cs as. 31.9 ~ 1, 11..s ? (Cl} Very stiff,groySILTY CLAY. :'.l: ., ✓ ~ q· (CL) Very stiff,gray SILTY CLAY. / ,1 i.4 22 CL) Very stiff, gray SILTY CLAY. , 1!1 ~-4 H.i~rd, gray SILTY .C;L:A~C~. l'--cc-:-c-----t:~i:f-~i· ~"~'~·'\Jl"~'?,;;;;;;;;.,;;;;;;,,;;;.c,;;;;;;c;;;;;;;,:ss,m_,--~---------------~ ---------!>' !l l.4 u -70 ___ _.~1---------------------fi•ij/l~lf~bf.l~O~•·'•se •• ,,,,,,,ay--SANO • ..:: (SP)Verydenst1,groy,flnetomedi11mSAND. -Z' imlJGray SANDY SILT. ii SMJOense,groy,fine SILTY SAND. :·::'.. (SP) Oense, gray,fine to medium SANO. ~.",: .. i,=,,s,., ,',' se, graY, fine to medium SANO. SJ99.8 26.1 . • 17 2.!I SM)Groy,fine SILTY SANO. ;:f'. 141°1.4"""°F&fl ~ !S 112.1 17.9 ~~; (ML)Groy SILT. •; +,,; 1~,r.,,.,T.~.~ :? .-------.-!~';';'·~'~';oo~-~l~S;P~JS~•~>y~d•~n~,~••h•;':"Y;,~ft:n:•~'"'_ __ J~t'~/~S~PiJfOf•"f't''~•~•'"'"''~•':;n=•~tu::m:•:•~;u:m".'.S~A~M~O~.------f,;;;;~--------------,~-~~;t~"~'·'~",:::=i_ _____________ _'.'~/~6~/:•:' _________________________________ -i nwdium SANO. l!I 1.4 6l 3/11/81 (ML)Verydonse,9roySI,..,. 3/3/Bl •BO ··,' 4/1/81 (:/ 19 1.4 !14 :,;· 20 1.4 6!1 I 3/25/81 ----------------------------------·90---==~---~=pRtJF,!+-.~.~-~--------------------- GEOTECHNICAL BRANCH• TRANSPORTATION LABORATORY I I EXPEMl AUTHOR S?EC OE SIGN ORIGINAL SCALE IN INCHES FOi'! REOUCECI PLANS Sco/e Horiz. l:=30; Vert. I =JO State of CALIFORNIA DEPARTMENT DF TRANSPORTATION ' I ' I ' I ' ' ' STRUCTURES • DESIGN cu ,~. 209 EA oe3111 SRICIGE NO. SANTA ANA RIVER BRIDGE LOG OF TEST BORINGS RE~,SIOI< DATU (PRELIIHNARY STAGE O~L Y) I I I I I I I i:4 li:4 - eO -,5onto Ano R,ver Bm:lge~ /0 -~ 0 - ~ (._j t (tj Cone. Piers---......... , ... , ... ···• . ,. .. .. -•,-•--. ... ,. -10 -,, eO -.5onfo ;tno River fJndge i New /0 -;;i o- ,-; O'Jj <.,j ~ Crj Cone. P1 e: rs-----------. ,. .. --· ·-···· . . .. ~ .. ,-.. .. , .. ·10 -1111 :"1111 11 ii 1111 1111 ULi LIU OS Ol39 IR«6/B5) le' Wide A.C. 8,kf! Porh ~ l!.J ~ < ~--. -Si -.J ") 18 :t Of N M, o BA Off T. p ew OS nry oc~ Op XIS. 3GO't Or Cone. h/<.11 Ro,/ Wolfs" 475':f Wall OrLmmg ,,_, New Masonry Block Woll I \ New Precost Concrete "!<" /(01/ /Yo/I f ~ < --.-,:··r:•.:1:•.i: :1•.· -,_·•_l<:l.··.'1· .. .. ': ,;I :.·I'; :1•: :.1: ,·1<::y . :re": .__, I " I a Remove fx1sr. <ci a ::i:: ~<.j Remove cx,st. Cham Lmk fence ~ ~ Coble f'ence ~lt.i ·~ ~ ~Concrete Channel In ve r I~ ' ' ~-. •· ... ••' ., '• --· ... ,. ..... _ .. ,,_._., .. ,.,-.. ... , ... ,, .. .,.,~, • --· ... . ' .. ,., . .... . . .. •·· . .. .-...... WE5T5!DE CHANNEL i'Vr\LL PROFILE Hor13. /11, 50' Vert. /11 = 10' f40't / Top Of New Masonry Bloci< Or Cone. "K"Ra1/ No/ls-...._ 6SO't / Top Of £X1SI. Woll Or Lmmg QJ Masonry Block Wa/17 \ New Pr~co:J/ Concrete "!<." ;?oil /Vall I I < -' i' '1.-: · t: ·I.'. ·.1:·:-J: c-_1:,·_-r-:.:1·--:· i:·. . :i-. · . . . .1 .. ;i>.>.1:·<(,: :F:''I :r,.· . :·1 _ ... " = .. " t, 8 '<> "' :i:: ~c_j <Ci \.J .,, ~~ ~ 1---. ~ '<: . CConcrek Channel Invert ~ ~ . .. , .. ... . ,-. F/i5To!DE Cf-lAN!YEL WALL PROFILE Hof/3. !"= 50' Ver!. I"' JO' DESIGN By &,;,_._a. DETAILS QUANTITIES By B,...;.-_.. C(.. V ORIGINAL SCALE IN INCHES FOR REDUCED PLA"S State of CALIFORNIA DEPARTMENT DF TRANSPORTATION DIVISION OF STRUCTURES STRUCTURE DESIGN cu ,e eo5 EA oe377/ l:lRIOGE NO, POST MILE C/.55 DIST , COUNTY ROUTE POST MILES SHEET TOT AL TOTAL PROJECT NO SHEETS 12 REGISTERED ENGINEER -CIVIL 6-5-89 P[ANS APPROVAL DATE 21.3/22.l MOFFATT 8 NICHOL, ENGINEER$ CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CALIF. 90807 CITY STATE ZIP DESIGN CR.!TER.!A 102 104 L1m1t Of' Santo l'lno River Levee Improvements Based 011 'roc1nc Coast Highway W!denmg And Improvements 8etNeen Brookhurst Streer And Highland Street, Hydraulic Report And Backup Co/cu/ot1ons 11 Moffa!!¢ Nichol, fngmeers Pro;ect No. L • e407. APPROXIMATE QUANT!T!E..5 REMOVE CHAIN LINK FENCE REMOVE PAINTED TRAFFIC STRIPE IMPORTED·BORROW --------------CLASS 2 AGGREGATE BASE PLACE ASPHALT CONCRETE {MISCELLANEOUS AREA) MASONRY BLOCK WALL -------------OBJECT MARKER (TYPE L) CONCRETE BARRIER (TYPE K) PAINT TRAFFIC STRIPE (2 COAT) L REDUCED PLAN USE SCALE BELOW I 2 3 I I 4 5 INCHES ON ORIGINAL PLAN --I 6BO LF 150 SF 321 CY 48 CY 65 SY 1600 SF 3 EA 2425 LF 445 LF SANTA ANA RIVER LEVEE IMPROVEMENTS GENERAL PLAN NO. 1 IIEVIS<ON DATES IPAELIMINAAV STAGE,ONCV) SH~ET OF l \ I \ ' I I I J ea - 10 - 0 - /0 - eO - /0 - 0 - JO - OS Ol3S (Rt, 6/85) I ( Concrete Channel Inver! .... -.... ···" -. --•. -~ I l WE:3T5iDE. CHANNEL /tV;-\ LL cli5T.5!DE CHAN/VE1 WALL ! T • I ' ... " • I_ .... • ... 0t···. I PR. OFILE ! _,,.-----Top of fa1sr. / Cone, Lmmg Marker / Con_ creted jfon~ / Channel Inver/ PR.Of ILE Hon3. I'= 50' Ver r. i", 10' OESIGN "'a...,,;__a,. J? .. f._J DETAILS ll, "J-1,,,~._,,, • ' QUANTITIES By s....;__, a • · II 1 I ORIGINAL SCAL.E IN INCHES FOR REOUCE:O PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION l I I l I I ' ' ' DIVISION OF STRUCTURES STRUCTURE DESIGN cu l2ZO!J EA 023771 BRIDGE NO. SANTA POST MILE I POST MILES CIST. .CQU\ITY "'UTE I TOTAL f>AOJECT 12 o,o I I REGISTERED ENGINEER -ClVlL 6-5-89 PLANS APPROVAL DATE 21.~l22.I MOFFATT a NICHOL ENGINEERS CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG-BEACH CALIF. 90807 CITY STATE ZIP REDUCED PLAN USE SCALE BELOW l I * 3 3 INCHES ON ORIGINAi. Pl.AN' ::.J ' .• SHJfl 1}QTAL ETS 103 -104 ANA RIVER LEVEE IMPROVEMENTS GENERAL PLAN NO. 2 REV,SlON DATES 1""1'Ll~ll<A"-V STAGE-O>ILYI I ,HEET I OF p/;/P•ll 111111_.o ~ e-#4Bors (Typ. Top¢3of.'/ (#6 /lerf1col Top Or New T Hon3ontol f3ond Beam\ ReborJ (Tljp) Im ro~mentt=·::ii;:·==·=i"=r.===i==:t:l=r.==-,t:r-===j Top or eXIST. Woll I. Bonnm9 Chuonel , 811xO'~t<l611 C.M.U. tvol/ lmprovemenT :Jee Pion for Locor1on ---- !"Chamfer, (Typ)- f I I -5onra /Ina River Channel h1pravement Wall ----~-+--Drill¢ 6ro1.1t ENst. levee .5ee Nole e e".3''0pemng Top Of Rock. Protec/ion Bl OCK WALL T1jp1col ELEVATION New 4 • Whtie Stnpm3 /New 4'Ye/iOW Stnpmg Cone. Wall ( Typ.) i >-"--,--, 30.75[ BLOCK WALL SECTION Exist 4" Wf11te 5tnpmg .1x1st. 4' Yellow Stnpmg ',£x1st. Rornp ii!' See Nore 5 !:Md ,Top1 '-,__evee/A.C. rov,,.-,.:f . 1--- Sawcur &.1::it. 3"A!.: brke Poth Remove EM~t. Stripmgs See Note5 _I SANTA ANA RIVER CHANNEL. "'"' l K R.AIL Bike Trail Or .JanTa Ano Vehicle Access Road Rtver Channel / 0° F~==\i==~-Precast Cone. Ra1ltn9 Type 'K" See Note I 6rout L exist. Dirt Or Asphalt Povmg .:Jee Note 6 ---!--Protect Ex1stm9 Concrete lmmg KRAIL 3"C!r: 1/e" 6rout (T_ypJ Slope Vanes SECTION r:::.-1/,0" -3 REDUCED PLAN USE SCALE BELOW Standard eO'o" Pan s I 2 3 I I _:j L 3 INCHES ON ORIGINAL Pl.AN !E'-011 ,,,-Top Of Precost Cone. IL,,====--,,--===~ Rat/mg, Type K ,4'AC On G"C/ 2 AB Ex,..sf. Cone. Romp bST • COUNTY ROUTE 12 O,o 21.3122.1 r o4 104 REGISTERED ENGINEER -CIVIL 6-5-89 PLANS APPROVAL DATE MOFFATT a NICHOL, ENGINEERS CONSULTANT 250 WEST WARDLOW ROAD ADDRESS LONG BEACH CALIF. 90807 CITY STATE ZIP NOTES: I. ?or ?recast Concrete "K"Raif And Connection Details, .5ee Co/irons Standard Drowmg Bl/·30, 2. For Bolt. Connection Detail, See Co/trans Standard Drawing Bll·SO. 3. Anchor 8 Panels Aqjacent To New Romp Per Section I<-!<, Cai trans Standord Drowmg 811-30, 4. Removable K Rail Panels Are Not Required, 5. lnstoll Type l Marker. G. Import I Compact fill Morono/ As Reqwred To Match Top Of Levee Grode MAoONRY OE,5/GN DATA Hollow Concreie(!mfs, f"'m ~ 1350 Psi f'm • ci:5 Psi Bor Remf'orcemenf, A5TM A615, l!f = 60, ooo Ps; 4" AC On G" Ci e AB =-c~!:;<.J.St. ,3H A.C. J,11<.e Poth See Note 3 TURNA/<DUND/RAMP DETA!!.... PLAN RAMP SECTION RAMP SECTION ORIGINAL SCALE IN INCHES FOR REDUCED PLANS Hanz : !"= /0' Vert : /"" 2' cu ,e eof'J EA 02377/ BRIDGE NO. POST MILE EJ.55. SANTA ANA RIVER LEVEE IMPROVEMENTS DETAILS REVISION 0ATE5 (PRELI MIN AM $7ACE.0NLYj SHEET OF 3 .3 I r /'