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HomeMy WebLinkAboutR_5969_SI ---~ I "' 0 0 z Sheet INDEX OF SHEETS No. I Trt~e and Location Map 2 Typlcaf Cross Sections 3-4 Standard Plans Llst 5-8 Layouts 9-10 Construction Detar Is 11-18 -Drainage Plans, Prof! les, Detal Is and auantlt!es 19 20-23 24 25 26-30 Construction Area Signs Povemer.t De! I neat I on PI ans, Detal Is and Quantltles Summary of Quantities Electr!cal Plans Revised Standard Plans i STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PROJECT PLANS FOR CONSTRUCTION ON ST.ATE HIGHWAY BEGIN CONSTRUCTION STA 28+75 Pllll 0.5 COSTA MESA ACSTP-P055(030)E ~D_'._I c_S T+-C'-'O"U'-'N"-TY'-+--'R-"O"U"-T"-E --+-----110'.ilT p1~[}}~cT s~~:T s1i~~~ 12 i Ora i 55 I o. 5/ I; 4 l I i 30 °')"~~, '"'"'//.--.~:""'"_ = /4 fY '!\Ll!lOLDT LOCATION MAP 70 May 4, 1998 PI ans Approvo I Data ~SCALE !m= The Contractor sha I I possess the CI ass (or CI asses) of I ! cense ii.,;, as spec!fled In the "Notice to Contractors". Contract l·Jo.i, 12-030404 ~ 1 U_l __________________ ~-------------------~-----------,----,----,-----,-----,,==,,---,-,---,--,-----------,-------'---,---'-"'=--'--=-=-=-=--"-" N f0111J uc-,;,e-93·Pf IRE\/. 12/89) FOR REDUCED PLANS 3 1 USERNAME => tn~:k8sl ! ORIGINAL SC4LE 1s IN INCHES -'====:=:::-:'-c:-:==:'::c_-~_ i___ ___ _cD_c_GN FILE=> c03040o01_0'1104035 ____________ CU 12~~~----______ l~_!\ 03_~~-~-! __ 0 ► m w V, 0 > w w V, " w > >-w ~ " 0 ' w >-~ 0 ,► ► om w m e-o ~w 0 ~z w '"' " u-u ~v, w ~w I uo u I-z II.I :;; Q. 0 ..I II.I > II.I Q I- (J II.I ... 0 a: Q. NOTES: I. DIMENSIONS OF STRUCTURAL SECTIONS ARE SUBJECT TO TOLERANCES SPECIFIED !N THE STANDARD SPECIFICATIONS. 2. SUPERELEVATION AS SHOWN OR AS DIRECTED BY THE ENGINEER. LEGENDS: OJ COLD PLANE AC PVMT (0.30' MAX. J AND PLACE 0.30' RUBBERIZED AC (TYPE DJ AND MATCH EXIST SLOPE. 0 EXCAVATE 0. 75' AND PLACE 0. 75' PCC mus PAD). R(W ; XIST CURB : OR,,AC DI KE i ,9~ ' ' o'+', ' ROUTE 55 VAR 38'to ~ O'to 13' O'to 11'~ 43'to 89' 83' VAR-~ -----+-VAR -VAR VAR 12'-~12'~~ ~2% & VAR 0 0 ,' :-----1----··:·-, ~"~JI 27. & VAR , ___ -· 0 0 EXIST PVMT• 0.33' AC 0.67' CTB STA 29+48 TO STA 30+28 'i. RTE 55 EP I ,,_ ES ~ ,,_ ,,_ " EXIST PVMT: 0.33' AC 0. 67' CTB STA 29+93 TO STA 30+73 FG [ EXIST AC DI KE 2%_ ,-----~ -----, 7··.\ ~ EXIST V DITCH OG CZJ---5'X 4' RCB NB STA 36+60 TO STA 40+00 ROUTE 55 R(W DIST 12 5-4-98 PLANS APPROVAL DATE POST MI l.ES TOTAL PROJECT 0. 5/ I. 4 rte Slate of Co!lfomla or Its officers or G<JMls srnll mt be re:;pons/ble for IJ-e accuracy r,r complflfeness of el'Xfronlr; copfes of this plan sheet. RtW c-----------VAR -----------+-----------VAR----------- : XIST CURB EXIST CURB: pR,,~C DIKE 38'to 83' 8JO'to !3' O'to 11'~ 43'to 89' ~vAC ~!Ki ' '"":.,',,, 7------vAR ------i'--iVAR VAR------VAR-----; o'-'.' ' •• ,,1j___---=~2-~1/. &_:.=VARI :l\ j /" 2 % & VAR dJ <:/' I 'i_ RTE 55 EXIST PVMT: 0.33' AC 0.67' CTB STA 28+75 TO STA 29+48 STA 30+28 TO STA 65+22 ~x\T le\ '"~.,. FG EXIST PVMT: 0.33' AC 0. 67' CTB STA 28+75 TO STA 29+93 STA 30+73 TO STA 65+22 ' ' i-----EX I ST V DITCH 0-5•x 4' RCS NB STA 40+00 TO STA 43+50 TYPICAi. CROSS SECTIONS NO SCALE 30 GENERAL ROAD WORK MISCELLANEOUS II AIOA Abbreviations ■ A!OB Symbols ■ A20A ■ A20B Pavement Markers and Traff!c Lines, Pavement Markers and Traffic Lines, ■ A20C Pavement Markers and Trofflc Lines, ■ RSP AZJD P<NementMorkers and Traffic Unes,TyploolDeta!ls ■ RSP A2.4A Pavement Morklngs--lJ.frOlls □ A24B Pavement Markings-Arrows □ RSP A2.4C Pavement Markings-S,,mbols and Numerals A24D Pavement Markings-Words □ Typical Typloa! Typical □ □ A24E Pavement Markings-Words and Crosswalks A35A Portland Cement Concrete Paving Details Details Details Details □ □ A62A Excavatfon and Backff I I-Mlscel loneous Details A628 Limits of Payment for Excovotfon and Backfll I Bridge-Surcharge and Wal! □ A62C Limits of Payment for Excavation and Bockfll I-Bridge □ A62D Excavation and Backfl I!-Concrete Pipe Culverts □ A62E Excavation and Backfl Ii:-Cost-In-Place Reinforced Concrete Box and Arch Culverts □ A62F Excavation and Backfll I-Metal and Plastlc Culverts ■ A73A Markers □ A73B Markers ■ A73C Dellneotors, Channel fzers and Barricades □ A74-Survey Monuments D A75A Concrete Barrier Type 50 □ RSP N5B COncrFJ!e Barrier Type 50£ □ A75C Headlight Glare Screen ■ A77A Meta! Beam Guard Ra! I Ing ■ A778 Metal Beam Guard Roi I lng-Standard Hardware ■ A77C Metal Beam Guard Rall fng-Posts and Blocks □ ,RSP mn Guord Roll Flores ■ RSP N7E Guard Roll Flores ■ RSP ll!F Metal Beam Guard Rolling--Mlscellonaous Detolls ■ RSP RlG Guard Roll End /JnctxJra IBreokCNlqyJ □ A77H Guard Roil End Anchors (Breakaway Hardware) D A771 Barrier and Guard Roi I End Anchors D A77J Guard Rat I Connections to Bridge Ralls, Reta!nlng Wal Is and Abutments □ □ A77K A78A Guard Roi I Connections to Bridge Sldewo!ks ond Curbs Thrle Beam Barrier D A788 Thrle Beam Barrier-Standard Hardware and Mlscel laneous Detalls □ RSP AlBC Thrle Beam Barrier-End AnctKJrs D A780 Thrle Beam Barrier Connection to Concrete Barrier Type 50 D A78E Thrle Beam Barrier Connections to Bridge Ralls □ A78F Thrle Beam Barrier Connections to Bridge Curbs. Retaining Wal Is and Abutments D A80 Thrle Beam Barrier Emergency Passageway ■ A81 Crash Cushion, Sand Fl I led □ A83 Portable Scale Pad and Approach Slab Deta! Is D A85 Chaln Link Fence D A86 Barbed Wire and Wire Mesh Fences □ RSP MT Curbs. Dikes and Drlw.Mays D C7A □ C7B □ C7C □ C70 □ C7E □ C7F □ C7G □ C8A □ C88 D CBC D C9A □ C9B CRIB WALLS Reinforced Concrete Crib Wal I-Battered Wal Is-Types A,8 and C Reinforced Concrete Crib Wal I-Battered Wal Is-Types D,E and F Reinforced Concrete Crib Wal I-Vertical Wal Is-Types A,B and C Relnforced Concrete Crib Wal I-Vertical Wal Is-Types D,E and F Reinforced Concrete Crib Wal I-Types A,8.C,D,E and F Header and Stretcher Detol Js Design Dato for Reinforced Concrete Crib Wal I Foundation Pressure-Battered Wal I Reinforced Concrete Cr!b Wal I Foundation Pressure- Vertical Wal I Steel Crib Wal I-Construction Detol Is Steel Crib Wal I-Design Data Steel Crib Wof J-Design Data Tlmber Crib Wall-Types A,B,C and D Timber Crib Wot!-Types A,8,C and D Design Doto □ 072 ■ 073 □ 074A □ 074B □ D74C □ 075 □ 077A -JI D77B □ 077C II D78 □ 079 □ D8D D D81 □ 082 □ 084 □ 0B5 □ D86A □ 086B □ 086C □ D87A □ 087B □ D87C □ D88 □ D88A □ D89 □ 090 □ 093A D 093B □ 093C □ 094A □ 094B D 095 □ D97A □ D97B □ 097C □ 0970 □ D97E □ D97F □ 097G □ 097H □ 098A □ 098B □ 099A D D99B □ 099C D 0990 □ HI □ H2 0 H3 □ H4 □ H5 □ H6 □ H7 □ RSP H8 1111 Tl Iii RSP T2 Ill T3 .. -·--·---------------------------- Drolnoge Inlets Drainage Inlets Drainage Inlets Drainage Inlets DRAINAGE Drainage ln!ets Detar Is Pipe Inlet Grote Deta ! ! s Bicycle Proof Grate Detol Is Alternotlve Hinged Cover for Type OL and OS Inlets and Trash Rock for Type OCP Inlet Gutter Depressions Precast Reinforced Concrete Pipe-Direct Design Method Cast-In-Place Reinforced Concrete Single Box Culvert Cost-In-Place Reinforced Concrete Double Box Culvert Cast-In-Place Reinforced Concrete Box Culvert Mlscel laneous Detalfs Box Culvert Wlngwal Is-Types A,B,C Box Culvert Wlngwal Is-Types D end E Box Culvert Warped Wlngwal Is Pipe Culvert Headwal ts. Endwol Is and Warped Wlngwa! Is Arch Culvert Heodwol !s, Endwal Is and Warped Wlngwal Is Overslde Drains Overslde Drains Underdr-olns Construction Loads on Culverts Strut Detal Is for Structural Steel Plate Pipes, Arches, and Veh!culor Undercrosslngs Pipe Headwal Is Pipe Culvert Heodwol !s, Endwo! Is and Wlngwal ts-Types A, B and C Plpe Riser Connections Drainage Inlet Riser Connections Pipe Riser w!th Debrls Rook Cage Metal and Plastic Flared End Sections Concrete Flared End Sections Concrete Arch Culverts Corrugated Metal Pipe Coup I Ing Detofls No. l-Annular Coup! Ing Bond Bar and Strap and Angle Connectors Corrugated Metal Pipe Coupling Detalls No. 2-Hat Band Coupler and Flange Details Corrugated Metal Pipe Coup I Ing Detar Is No. 3-Hellca! and Universal Couplers Corrugated Metal Plpe Coupling Detar Is No. 4-Hugger coup I Ing Bonds Corrugated Metal Pipe Coupling Oetol!s No. 5-Standard Joint Corrugated Metal Pipe Coup!lng Details No. 6-Positive Joint Corrugated Metal Pipe Coupling Detol!s No. 7-Positive Joints and Downdralns Reinforced Concrete Pipe or Non-Reinforced Concrete Pipe Standard and Positive Jolnts Slotted Corrugated Steel Pipe Drain Detal Is Slotted Corrugated Steel Pipe Drain Detal Is Structure! Section Drainage System Oetol Is Edge Drain Outlet and Vent Oetal Is Edge Drain Cleonout and Vent Oetofls Cross Drain !ntarceptor Details HIGHWAY PLANTING Plontlng and lrr!got!on-Abbreviations Plantlng and lrrlgot!on-Symbols Plont!ng and lrr!gatlon-Datalls Plontlng and lrr!gatlon-Detal !s_ Plantlng and lrr!gotton-Deta! Is Plontlng and lrr!gatlon-Detal Js Plant!ng and Irrigation-Detol Is Planting and lrrlgatlorr Detolls TEMPORARY FACILITIES Temporary Crash Cushion, Sand Fl I led Temporary Crash Cushion.Sand Filled Temporary Ra! I lng (Type Kl □ □ □ II □ □ ?lll □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ or:;enls shall not t-e responsible for tro oc,:;urocy ' The stote of Co/lforn/cJ or !Is or/leers or I DIST, j COUNTY ! ROUTE I ~r,.:;_mp1t,11,ness ar 0/ectrorirc copl0s of rNs pion I I 2 I Oro I 55 I POST ldlLES TOTAL PROJECT o. 5/ I, 4 I 3 I 30 To accompany plans dated_5~-_4_-_9~8~----- T4 Temporary Traffic Screen T!O Traffic Control System for Lane Closure on Freeways and Expressways TIOA Traffic Control System for Lone and Complete Closures on Freeways and Expressways T ! I Traff I c Contro I System for Lane CI osure on Mu! t I I one Conventional Highways Tt2 Traffic Control System for Lane Closure on Mui ti lone Conventfonal Hlghways Tl3 Trafflc Control System for Lane Closure on Two Lane Conventfonal Highways Tl4 Trofflc Control System for Ramp Closures BRIDGE BO-I Bridge Detal !s B0-3 Brldge Detol ls 80-5 Bridge Detol ls 80-13 Bridge Detal Is B2-3 16'' Cost-ln-Drll led-Hole Concrete Plle 82-5 Pl le Detal Is-Closs 45 and Class 70 82-8 Pl le Detar Is-Class 45C and Closs 70C B2-9 Load Test Anchor Pl le Oetol Is 83-1 Retaining Wal I-Type I, H=4'-30' B3-2 Retaining Wal I-Type I, H=32' -36' 83-3 Retaining Wal I-Type IA B3-4 Retaining Wal I-Type 2 83-5 Counterfort Retaining Wal I-Type 3 B3-6 Counterfort Retaining Wal I-Type 4 B3-7 Retaining Wal I-Type 5 83-8 Retaining Wal I Details No. ! RSP 83-9 Retaining Woll Defolla No.2 83-I I Reta In Ing Wo I I Type 6-6' -0'' Max !mum B6-t T-Beam Detar ls 86-10 Utl I !ty Openings, T-Beam 86-21 Joint Seals (Maximum Movement Roting~ 2'') Box Girder Details Deck Drains Deck Drains-Type D-1 and 0-2 Utll !ty Opening-Box Girder Utlllty Detol!s B7-1 B7-5 B7-6 B7-10 B7-1 I BS-5 Bl 1-7 Cast-ln-Place Prestressed Girder Details Chain Link Ro! I !ng Bl!-47 Cable Rafi Ing Bl !-51 Tubular Hand Ra! I lng 81!-52 Chain Link Roll Ing Type 7 Bl !-53 Concrete Barrier Type 25 Bl !-54 Concrete Barrier Type 26 B13-1 Slope Protection Detal ! No. I B13-2 Slope Protection Detof! No. 2 814-! Structural Steel Plate Vehlcular Undercrosslng 814-3 Corrmunlcat!on and Spr!nkler Control Conduit (Conduit less than 4'' Diameter) 814-4 Water Supply Line <Bridge) {Pipe !ess than 4'' Diameter) 814-5 Water Supply Line rnetallsl {Pipe less than 4'' Dlamete1-) ROADSiDE SIGNS RSI Roadside Signs, Typlcal lnstal lat!on Detal ls No. l RS2 Roadside Signs, Wood Posts, Typ!cal lnstal lat Ion Detal I i'.lo. 2 RS3 Roadside Signs, Laminated Box Wood Posts, Typlcof lnstol lotlon Details No. 3 RS4 Roadside Signs, Typical lnstol latlon Detol I No. 4 SHEET 1 OF 2 STANDARD PLANS UST (July, 1992 Edition) Revised August 28, 1996 The Revised Standard Plans (RSP), New Standard Plans (NSP) and Revised New Standard Plans (RNSPJ which apfnlf-to this contract are lncluaed as lnd!vldual ____ s_h_e_et_s ___ of !_~1:'_ _ _l:~?)E:)_c:t plans. The Standard Plan sheets applicable to __ tr,~~-?.?.'.2!.ract Include, but are no~ L.!!! .. :J-ed to those Indicated by a marked_b_ox_. ______ _ USEHNAME ~,, t,blr-9 __f)G~I FI LE_~> c03U40c0 __ ')"113_423_1_ l CONT_RIICT NO. 12-030404 ro m m □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ OVERHEAD SIGNS OVERHEAD SIGNS-TRUSS SI Overhead S 1 gns-Truss, Instruct I ans and Examp I es S2 Overhead signs-Truss, Single Post Type, Post Type I I thru VI I S3 Overhead Signs-Truss, Two Post Type, Post Type 1-S thru VI 1-S S4 Overhead Signs-Truss, Slngle Post Type, Structural Frame Members S5 Overhead Signs-Truss, Two Post Type, Structural Frame Members S6 Overhead· SI gns-Truss, St-ruct-Uro l Frame DEita I Is S7 Overhead Signs-Truss, Frame Juncture Detal Is S8A Overhead Signs-Steel Frame Removable Sign Panel Frames S88 Overhead Signs-Removable Sign Panel Frames, Overhead Formed Panel Mounting Detat Is SBC Overhead Signs-Truss, Sign Panel Mounting Details, Laminated Pone I -Type A S8D Overhead SI gns-Truss, Removab I e S 1 gn Pane! Frames l IO" and 120" Sign Panels S9 Overhead Sr gns-Wa I kway Deta I Is No. I SIO Overhead Signs-Walkway Deta! Is No. 2 SI I Overhead Signs-Walkway Safety Ra! I l~g Deta!ls Sl3 Overhead Stgns-Truss PIie Foundation OVERHEAD SIGNS-LIGHTWEIGHT Sl4A Overhead Signs-Lfghtwelght Balanced-Slngle Steel Post Connection and Mountlng Detol!s Sl48 Overhead Signs-Llghtwefght Ba!anced-Slngle Steel Post Detol Is Sl5 Overhead Signs-Lightweight, Type A, Connection Details SIG Overhead Signs-Lightweight, Type B, Connection Detalts S17 Overhead Signs-Lightweight, Type C, Connection Detolls S!8A Overhead Signs-Lightweight, Sign Panel Mounting Details, Laminated Panels-Type A Sl8B Overhead Signs-Lightweight, Light Fixture Mounting Data! Is S20A Overhead Signs-Lightweight Post Details S208 Overhead Signs-Lightweight Foundation OVERHEAD SIGNS-BOX BEAM CLOSED TRUSS ALTERNATIVE S39 Overhead Signs-Box Beam, Closed Truss Foundation S40A Overhead S!gns-Box Beam, Closed Truss, Two Post Type Frame Members S40B Overhead Signs-Box Beam, Closed Truss, Single and Two Post Type General Frame Detar Is S40C Overhead Signs-Box Beam, Closed Truss, Ribbed Sheet Metal Detar Is S40D Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Detal Is S40E Overhead Signs-Box Beam, Closed Truss, Two Post Type Frame Juncture Deta! Is S40F Overhead Signs-Box Beam, Closed Truss, Two Post Type Post Detalls S40G Overhead Signs-Box Beam, Closed Truss, Slngle Post Type Frame Members S40H Overhead Signs-Box Beam, Closed Truss, Single Post Contflever Frame Data I ! s S401 Overhead Signs-Box Beam, Closed Truss, S!ng!e Post Conti lever Frame Juncture Detal !s S40J Overhead Signs-Box Beam, Closed Truss, srngle Post Conti lever Post Deta I I s S40K Overhead Signs-Box Beam, Closed Truss, S!ngle Post Butterfly Frame Detal Is S40L Overhead Signs-Box Beam, Closed Truss, $Ingle Post Butterfly Frame Juncture Details S40M Overhead Signs-Box Beam, Closed Truss, S!ngle Post Butterfly Post Deta 1 Is OVERHEAD SIGNS-TUBULAR S40N Overhead Signs-Tubular, lnstructlons and Examples S40P Overhead Signs-Tubular, Slngle Post Type Layout and P!pe Selection S40Q Overhead Signs-Tubular, Two Post Type Layout and Pipe Sections S40R Overhead Signs-Tubular, Structural Frame Detal Is No. I S40S Overhead Signs-Tubular, Structural Frame Detar Is No. 2 S40T Overhead Signs-Tubular Foundation Detal Is • • □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ • • □ □ • □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS ES-IA Signe!, Lighting and Electrlcal Systems-Symbols and Abbreviations ES-!B Slgnal, Lighting and Electrlcal Systems-Symbols and Abbreviations ES-2A Slgnal, Lighting and Electrical Systems-Service Equipment ES-28 Slgnal, Lighting and Electrical Systems-Service Equipment ES-2C Slgnol, Lighting and Electrlcal Systems-Service Equipment Notes ES-2D Signal, Lighting and Electrical Systems-Service Equipment and Typlcal Wiring Diagram, Type A ES-2E Signal, Lighting and Electrlcal Systems-Service Equlpment and Typlcal Wiring Diagram, Type B ES-2F Slgnof, Lighting and Electrlcal Systems-Service Equipment and Typlcal Wlrlng Diagram, Type C ES-3A Signal, Llghtfng and Etectrlcal Systems-Slgnol Heads and Mountings ES-38 Slgnal, Lighting and Electrical Systems-Signal Heads and Mountings ES-3C Slgnal, Lighting and Electrical Systems-Signal Heads and Mountings ES-3D Signal, Lighting and Electrfca! Systems-Slgna! Heads and Mountings ES-3E Signal, Lighting and Electrlcol Systems-Signal Heads and Mountings ES-4A Signal, Lfghtfng and E!ectrlca·I Systems-Control !er Cabinet Detal Is ES-48 Sfgnol, Lighting and Electrical Systems-Controller Cabinet Detalls ES-4C Signal, Lighting and Electrlca! Systems-Controller Cab!net Detar Is ES-4D ES-4E ES-4F ES-5A ES-58 ES-5C ES-5D ES-SE ES-5F ES-6A ES-6AA ES-68 ES-6C ES-6D ES-6DA ES-GE ES-6F ES-6H ES-6J ES-6K ES-6L ES-6M ES-6MA ES-6N ES-60 ES-6P ES-60 ES-6R ES-6RA lrrlgatlon Controller Enclosure Cabinet Signal, Lighting and Electrical Systems-Telephone Demarcation Cabinet Detol ls Signal, Lighting and Electrical Systems-Telephone Demarcation Cabinet Details Signal, Lighting and Electrlcal Systems-Detectors Slgnot, Lighting and Electrical Systems-Detectors Slgnat, Llghtfng and Electrical Systems-Detectors Slgnal, Ll~htfng and Electrical Systems-Detectors Signal, Lighting and Electrical Systems-Detectors Slgnal, Lighting and Electr!co! Systems-Pedestrian Barricades Signal and Lighting Standards-Type I Standards and Equipment Numbering Signal Standards-Push Button Post Lighting Standards-Types 15, 21 and 22 Lighting Standards-80' to 160' Hlgh Mast Light Pole, Foundation Detaf!s Lighting Standards-Types 30 and 31, SI Ip Bose Lighting Standards-Type 32 Lighting Standards-Types 30 and 31, SI Ip Bose Plate Deta1 Is Lighting Standards-10 Degree Type Lighting Standards-10 Degree Type, Details Slgnol 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 Velocity~ 70 MPH, Arm Lengths 20' to 30' Signal and Llghtlng Standards-Case 3 Arm Loading, Wind Velocity~ 70 MPH, Arm Lengths !5' to 45' Signe! and Lighting Standards-Case 4 Arm Loadfng, Wind Velocity= 70 MPH, Arm Lengths 25' to 45' Signe! and L!ghtlng Standards-Case 5 Arm Loading, Wind Velocity= 70 MPH, Arm Lengths 50' to 55' Signal and Lighting Standards-Type 40-0-80 Slgncl and Llghtlng Standards-Cose ! Arm Loadfng, Wind Velocity= 80 MPH, Arm Lengths 25' to 30' Signal and L!ght!ng Standards-Case 2 Arm Loading, Wfnd Ve\oclty = 80 MPH, Arm Lengths 20' to 30' S!gna! and Llghtlng Standards-Case 3 Arm Loading, Wind Velocity= 80 MPH, Arm Lengths 20' to 45' Signe! and Lighting Standards-Case 4 Arm Loading, Wind Veloclty = 80 MPH, Ann Lengths 25' to 45' Slgnal and Lighting Standards-Case 5 Arm Loading, W!nd Velocity~ 80 MPH, Ann Lengths 50' to 55' I I POST MJ~~s I TOO State af Callfonifa or Its officers or DIST.! COUNTY I ROUTE TOTAL PROJECT agents shall not be responslbM for the accuroo; I °:tie':tp/eieness of e/ectranlo copies or /his plan I 12 I Oro j 55 O. 5/ I. 4 I 4 I 30 □ □ □ □ □ □ □ □ □ □ □ • □ □ □ □ □ • □ □ □ □ □ ES-6S ES-6T ES-6TA ES-GU ES-6V ES-7A ES-78 ES-7C ES-7D ES-7E ES-7F ES-8 ES-9A ES-98 ES-10 ES-I I ES-12 ES-I 3 ES-14 ES-15 ES-27A ES-27B ES-28 To accompany plans dated __ s~--4~--9~8::..._ ___ _ Signal and Lighting Standards-Detal ls No. I Signal and Lighting Standards-Detal Is No. 2 Slgnaf and Llght!ng Standards-Pole and Most Arm Alternatives Lighting Standards-Types 10 and 15 Sllp Base Insert Slgnal and Sign Standards-Type 33 Left Turn Sfgnal, Lighting and Electrlca! Systems-Electrlcal Detal ts, Structure lnstal lotions Signal, L!ghtfng and Electrical Systems-Electrlcal Detal Is, Structure lnstol lotions Signal, Lighting and Electrlco! SysTems-Electrical Detol Is, Structure lnsta! !atlons Slgnal, Lighting and Electrrcal Systems-Electr!cal Detol Is, Structure lnstal latlons Signal, Lighting and Electrical Systems-Electrlcal Detol ls, Structure lnstal lat Ions Signal, Lighting and Electrical Systems-Flush Sofflt Lumlna!re Modification Detol ls, Structure !nstal lot!on Signal, Lighting and E!ectrlcol Systems-Pull Box Detal Is Slgnal, Lighting and Electrfcal Systems-Conti lever Fl ashing Beacon, Types 9, 9A, 98 Slgnol, Lighting and Electrical Systems-Cantilever Flashing Beacon, Types 9, 9A, 9B Signal, Lighting and Electrical Systems-lso!ux Diagrams Signal, Lighting and Electrical Systems-Foundation lnstal tatlons Signal, Lighting and Electrlcal Systems-Pedestrfan Undercrosslng Fluorescent Lighting Fixture S!gnol, Lighting and Electrical Systems-Sp!lclng Deto!ls Stgnal, Lighting and Electrical Systems-Wiring Detal I and Fuse Ratings Slgnol, L!ghttng and Electrlcal Systems-Pedestrian Overcrosslng Fluorescent Lighting Fixture Signe!, Lighting and E!ectr!co! Systems-Extfngulshcble Message SI gn, IO'' Letters Slgnal, Lighting and Etectrlccl Systems-Extinguishable Message Sign, !0'' Letters Slgnol, Lighting and Electrlcal Systems-Extinguishable Message Sign and Flashlng Beacons SIGN ILLUMINATION □ ES-29 Sign Il lumlnotlon-Mercury Sign II lumlnatlon Equipment □ ES-30 Sign II lumlnatlon-36" Fluorescent Sign II tumlnatlon Equipment □ ES-32A Sign II lumlnatlon-Sign I! lumlnatlon Equipment D ES-32B Sign It lumlnotlon-Sign I!lumlnatlon Control D ES-33 Sign II lumtnatlon-Internal ty II lumlnated Street Name Sign 0 NSP A40 □ NSP A75D □ IJSP A0O □ P~SP A89 □ NSP T7 □ NSP TIS □ NSP Tl6 □ NSP T 17 □ NSP A 77GA 0 NSP A90 □ NSP TS NEW STANDARD PLANS Rumble Strip Details Concrete Headlight Glare Screen 81:11 b Ran.I} Bela! 15 Ile. J } CANCELED 61:11 b Rem!} Bel e I Is fle. 2 Construction Project Funding Identification Signs Traffic Control System for Moving Lone Closure on Multl!ane Highways Traffic Control System for Moving Lone Closure on Multllane Highways Traffic Control System for Moving Lane Closure on Two Lane Highways Anchor Assembly (Breakaway, Type M)-Hordwore and Post Detol Is Accesslble Parking Temporary Termlnal Section (Type K) REVISED NEW STANDARD PLANS 0 RNSP ABB Curb Romp Deta I 1 s SHEET 2 OF 2 ST AND ARD PLANS LIST (July, 1992 Edition) Revlsed August 28, 1996 The Rev!sed Standard Plans (RSP), New Standard Plans (NSP) and Revised New Standard Plans {RNSPl wh!ch appl{ to this contract are Included as lnd!vlduol sheets of the project _ _plans._ T_he Sta_n_d<:Jr:"~--~19_~_!:;he_e!~. _ap_~llcabl~ !o this contract_ lnclu_~_~!___~l:!!_::l_C_e __ '.1_0t lln:i __ ~'? __ t_o those lnc!_)ca~9~ __ '!_ marked box. USER•\JAM':: ~ > -r,b i ng CONTRACT NO. 12-030404 __ [)GN i:-.LE => ___ c03:J4Q_cQ_?_ pj_L~_424_~--- i i X X ~ X X rl -~S~T=AT=E~O=F-=CA=L=IF~O=RN=l=A~_-~D=EP~A=R=™=E=NT~0~F =T=RA~N=SP~0=R=TA=T~I0=N~--,---"-"-o_J•_c_r_rn_o_,_N_EE_R __ -, g~~i¼~~bE~~ r,,,-REV I srn BY .fll, litltn:tns PROJECT DEVELOPMENT GEORGE B. SABA l-"-c"'HE:.:C.::K:.cED=--B=-Y+-t----t-_-,-_-_-_------J----j--j----j---r---c,--,-- UA!l:. KEV!SED ~6 -• 0 -• zm >O re m~ ~o n mr ► -z mm z 0 oc 0~ z~ ~ ~z -► ,~ ~~ " IJ vv 0 V o, ~o o-►0 0~ ro 0 ' .~ iu.r ~ ~ ~ n C N N ,o ; <D "' ,. 0 "' 0 -<> 0 r- ' _. ~ r- /"-:r,. \'.' -< -;O r1 c; ~ -I ®00 n -, C: < "' ;:: < -l "" "" 0 -l ,. "' -l C: ,. n -l z C: C: "' ;:: ,. "' r-"' "' "' "' n -l ~ -l -< 7' "' z m :e "II 0 :lll -l m !'il ~ 0 :11: --cc_ -.'.::_-~ ~-=-l,l/1,i~-= "'" " ----------.,_ --:::, -__ ---I J.o I " -~~---BDl.rfL-1_ I ~•11-----:: --="'-~--------., \ \' ?------tt I I -~4=~ ) 1.,,/ -·: I/ I I " I / I 11 ' 1/ / ~1 ,' I l / ., .• > ,0 .• ii / / .//,--1, I I II / // 1 / i/; 111 >·/ f I /-.. ·-·1•-,_; I I I -, / I I I :::;:..-'1/1 __... J I I ----- I I I II --71/.t:/ __ -_ I I ;; I -.,~s ... -. ~ ·<".·,. , I ,I -S,J."' -. ··\1 I __ -_ lfi,llf o,cM _, /" • '· j I I -·--,/\If --, ' I I ,, .' I / Ii ' -:i. -'-\ \ t:: 'I ----<\'>}~,}t'\1' ,,,, •'·-)} J ~, \\ '\ ;/ ', '!\ 1/ \., ;i/ / .,1,,,1 -,, I :i,► 11 ' -/ f I . '1'~'1' " / : loJ ,-,-f 'j,1'1/ ,(/ /o -- ,i';;:1/, if, SC: ti 1,1 -1' j,/ ~/ ·-,.....__ ,;/ y ·::-/✓1 )j I . ' "·, (( i\ ii Ji]; ';J,1 _.// 'f j I•· .'••// !/ ' ·'"',1' ->. ,;:, 'I "5; , . ·.·.·.-,,," r,;1 I ,'!: I/ <>! j /f -.;,1, .•! I ,, 1/1 ,'l I • ' I I <///'/ ·' ,f I ·:•-' _;'I I I •• -' / 'I I I, ,, , \ " I , •• ~ .. --\ __ ,s;:~/1/ \_/:V /./,,_9' /; • .• _ ;./"'" I ;)_--I I r I I 7/:! I I / // I / I /; I I I I " ,0 ' I I J. ----- ___ ,,,,,,- ------------,/ -------- ---- ' I" I / f/ / § I '!._ I / ry I /? I / 'I I i I I -......_,_~ / / / / ....... ·"' I I /.-/ .. ,¾ / I I I / --•• I I I /~ • I II I I I I I I I I I I I I I I /11 /" /1 r;:·: _)..._,.\_ ... -· "•/ ......... ---" -· .,. -· I I 0 . / • if I I I :r / / ~) I I / / 0 // I 'if ! I // .. / I/ .!i'\ I I I , I I j "Ii> ' "!IO -.o. "' z ' (I; -I :xi c:: 0 g, 11-.11 C: 121!'1 /I , , > ., !i~ nj'. . '' ~ij ~ ~I"' C ; ► -<> " ' " <D ~"' ~ r Q ~ ;;, ~~~ i,, 10 iii~ ~ ·,~ ,,,, ~!; 11 "' 0 r~ I\:: i ~ ~ • * REG lsr1:,, ~ /..:, lm-"ooo ,f !·i ~ -$/ n N r,, n < I a., . ~ ' ~,:1~ ~ f lAST..JillL~ DATE PLOTTED=) '1-May-1998 L._, ___ L~!_3-98 _L III"1E PLOTTED;;) 13='18 z ~ "' '" 0 "' ~ 7' r- "' -l "' "' '-,. 0 ,. -l ,. "' "' "' "' '-,. "' "' n 0 "' 0 ~ 7' "' ,. -l " "' -l CD " -l ~ '" " "' 0 NI S 018 ' !, 0 :: 6 Q VO • ►0 re U, V ~ ::g:;:: £;::: ~ MM ~· , 0116~ 'v ""rrni3 0 ,v v~ ' x--- ' ' I ' [ __ CURVE DATA No I R T L 6 NOTE• FOR COMPLETE R/W DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. 0 :1B21.50' 245. 71' 48B. 47' 15° 32' 54" 0 ,. "' w "' 0 > w w "' "' w > ... w < "' 0 ... < 0 R/W ,,. ,. OOl w "' ,-o 0 <W -'z w ::J<O " u-u -'"' w <W I uo u Q A I ti " f\Oll1t. 55 "'b "' < % w a, w < z u, ~ z '" w ... "' "' u " ?_ "' w 0 , "' 0 " "' ~ \ REMOVE MSGR NEWPORT BEACH ls ... z ,-II.I <C :;; ~ 0. V, 0 z _, <C "' II.I ,- 4-> 0 II.I ,-Q z WJ !::! ... °' 0 <C 0.. II.I WJ 0 ... , I 0 a: ==1 0. z, @ii .._, ::;I I <C '-' 4-0 WJ ,-<C ,-V, POST Ml LES SHEET TOTAL TOTAL PROJECT NO. SHEETS 0. 5/1. 4 5-4-98 PLANS APPROVAL DATE Th, Slate of C<1//fOmlo or /Is orT/r;crs or riqents sll:J1: aol be respon5i~/e for tta f!CCUfOO/ or CQmf!le/er,ess or eledron!c CO{}{es of !tis plrin sheet. '" '" ..,. zz u, oo + _,, 0 z'" 0 "' ,:: -; 0 ,. < r"' r n nx I l> )> --z z r r--z Z>' "' ~ ~ "' "' z zn n"" "' n r ' "' ~ LAYOUT SCALE: 1 "=50' 6 30 u, -; ,. ..,. "' + "' "-' ~ "' ro ro ro A A " u t ~~------------,-----------::::-::-:c:-:-,------,,------,,------,----==--;-;--,-,---------r-----~----L--_2_..ll"-F0R REDUCED PLANS USERN.!\M[ =) -t·rbing -~-------·--. I ------·-----------~----------·-····---· ___ l_ ________ _ 0RIG\NAL SCALE IS IN INCHES DGN FIL.[ =) c030<10e02-0413<:25Z -------------cu 12209 --~--EA 030401 ---- "' "' ,.; "' + <D 0 .. >-w < <D V, .... > V, 0 w w w 0: z V, w J > .... w < z 0: 0 u X .... .... ~ < 0 '>->-O<D w <D >-□ 0 <W JZ w ::,o ,, u-u JV> w <W cc uo u a: < w al w "" x---z V) " z .; w .... w <.:> u 0: w 0 ~ w 0 <.:> 0: .. z I- 0 z I-w ~ ::;; "' 0 Q. c.. X "' 0 % ... -' "' w I-:s > w I-Q z \!;! i-I-"' 0 ... c.. w "' No 0 0 C ~ 0 a: ::! Q. z "' e ...., j ... '--' "-" 0 "' I-i§ ~ "' t L ____ NOTE: FOR COMPLETE R/W DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE NEWPORT BEACI-! ;, COSTA MESA CURVE DATA R T L L:, 1800' 375. 25' 739. 82' 2.:1° 33' 01" 1427. 72' 514. 20' 987, I!' 39'36'49" FOR REDUCED PLANS 0 OR I GI NAL SCALE IS IN I NC~HE~S~=ccc"=~.,,,.,...=c",=c'c=J· USERNAME = > tr i enard OGN FILE => c03040e03_04103737 DI ST COUNTY POST MILES SHEET TOfAL TOTAL PROJECT NO. SHEETS 12 Q, 5/ ! . 4 I 7 30 5-4-98 .PLANS APPROVAL DATE Tm State err Callfom'o or Its officers or agerrts s.'>:II! m' /Je ."espi:;r,s/ble for tho accuracy or camploleness of electronic copies of-1/-Js plan smet. LAYOUT SCALE: I ''e:50' L-3 ' ! CU I 2209 ! EA 03040 I _________ [._ ' >-"' 0 w V, -> w a: ' ->-<( 0 '>-0"' w >-0 <(W -'z :, '-' u-_, V, <(W uo a: w w x---~ " z w >-<J w ~ 0 a: ~ ~ ~ ' ~ z ~ ,-. ~ 0 ,-. 15 ~ "-..., C ' < z a'§ 0 w V, ~ a: w >-<( 0 >-"' 0 w " u w I u <( "' <( "' ai w " 0: 0 w " 1-z w ::. 0. 0 .... w > w Q I-() w ., 0 a: 0. NOTE: FOR COMPLETE R/W DATA, SEE R/W RECORD MAPS AT DISTRICT OFFICE. No 0 FOR REDUCED PLANS ORIGINAL SCALE IS IN !NCHES CURVE DATA R I T L I 1427. 72': 514,20' 987. 11': 6 65. 7 LT t RTE 55 74+27. 00 ENO MBGR 39~ 36' 49' USER~JAME = > tr-ph I If DGN FILE => c03040e0~_1~08073S POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS o. 5/1. 4 5-4-98 PLANS APPROVAL DATE The State of Cal li'omla or tta offloere or QO&l'Jte &hol I not be reapor'lalble far ff10 OOQlrQOY or OCICl¥)1eten688 o1' alactrct1lo OllPIH of thla plan 8heat. S,TA 75+00 LAYOUT SCALE: 1"=50' i ICU \2209 I EA 03040 I 8 30 I 0 ' . , __ ' I 0 ,.. w a, "' - ,o > w w "' "' -w > ,... w ., <r 0 w ,... ., 0 ,,.. ca, ,.. w a, ,-o «w 0 JZ w =>" "' u-u JV, w «w I uo u a: <( "' co "' <( z V, -" z a:i "' ,... w 0 "' "' ., 0:: 0 0 a: .. w "' ~ 1-z w :. II. 0 .J w Is > w C 1- (.) w .., 0 a: II. "' w '- w "' w -0 a_ 0 "' J z V, -f--u. V, 0 X LJJ w 0 ! ,-~ 20' FROM I SECTION A-A STA 37+20 TO STA I OG 40+00 g, r-----"5_' -- 0 J "' u. ;I 0 ~ > I~ / lf'll" EXl'-T ->~~' 01 FOR REDUCED SCALE IS IN ~~~~~SVRIOJNAL 0 ' ! USERNAME DGN FILE > "IT i enard > c03040g01 04103 739 ,. __ ---- i cu i ?20Q L_ ro m m oa WW cc cc 00 ~J ~~ WW ~ :! o~ D e- ,-. v> m ' D > w w "' v> w ';,.. IOQ IQO -~~ F. L. F. L. > >-w < "' D w >-< ~;,.. /s, -~ JOI. 5 IOI, 5 ••· .. / ..... ' -------D ---------~ e-Anchor-s \_ ,,.. ,-. om w m >-0 D <W -'z w 0 ' /.,,r-Trans It I on 0 _j -u: =>" " u-u -' v> w <W r uo u -i---Anchors -----""' 3' -0" L1 -Down draln ' ' I ' IC <( w m "' z <( 1/) A_j PLAN " z w m >-0 w w "' , 0 0: IC 0 .. w "' 10' -0" z I-S:! ,-z ... w i :::. "' Q. ~ 0 ... ,-w u. 0 > ,-w z Cl TM "' I-... fu Q C Ill .., 0 !: a: f--8" z Q. "' SECTION A-A 0 !:: i ~ '3 u. 0 ...., ,- ~ • .~ "' ' --0 ' "' "' , ' -- Concrete V-0! tch \ <o'' ~E f 3" 1 4 .. r 6"x6"-Wl.4xWl.4 ::,W-~, l . Option 0 18" ~ 0 ----. 3' -0" SECTION B-B 3" _J_ I SECTION C-C DI ST COUNTY 12 5 4-98 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 0. 5/1. 4 rm S/,:,te of Colffor,,la or !Is officers or oger,ts sin/I oot r,e res{JGl1Slble for ltrJ accurocy or completeness or electronic copies of f!Js plan steel. I. Concrete shal I have a minimum ultimate compr-eslve strength at 28 days of 2500 p. s. I. 2. Reinforcing shall be 6"x6"-Wl.4xWl.4 welded wire mesh (W,W,N,J or appr-oved equal. 3. Gr-ound shal 1 be pre-wetted to the satisfaction of the Engineer prior to placement of concrete. Molstur-e loss retardant shal I be used when required by the Engineer. C 2 4 Bars 12 ,, --I 8" !--- Down drain anchors constructed every 10' !n vertlcal height and at top and toe of down drain . DOWN DRAIN CONSTRUCTION DETAIL CONCRETE V-DITCH & DOWN DRAIN NO SCALE C-2 FOR REDUCED PLANS ORIGINAL O USERNAME => trlenord ' N 0 SCALE !S IN INCHES _.'::::::'=:::':=='==='=='=:::". __ _J__c,DGccN'._':F_'.l'c'LE'c_'•'.')_'ce<O,c3,c0,s4u,Og;i,0;,2"-0"'4'_13'_1"6'°3:LJO _________ _l':C:':U'.__'l_~3~---·-"-· ---~E_A_0 __ 3 __ ◊--4 __ 0 __ 1 ________ ~ LEGEND, 0 ORA l NAGE SYSTEM " >-w <O Vl 0 DRAINAGE UNIT " > w w 0: Vl w > >-w < 0: " X w >-< " '>->-"<O w <O >-" " <W -'z w =>" " u-u -'"' w <W cc uo u 0: {, w "" ~ w ., )(---= "" " V) 3 z ,.; w >-w u "' w 0: , 0 0 w 0: "' ~ SEE CONSTRUCT SHEET C-1 EXIST 18" RCP I- ~ z .... w ;:!: :; "" 0.. X ~ 0 V, ..J z EXIST 5'X 4' RCB g w > ~ w .... 0 z '" l-i! "" 0 -;t. w '" .., C 0 IC < 0.. z ~ ..., j < 0 ~ '" .... < .... V, di C DI STI COUNTY 12 Ora ROUTE 55 POST MI LE$ TOTAL PROJECT 0. 5/ I. 4 ~IL ENG I ~JEER 5-4-98_=-------PLANS APPROVAL DATE Pe ~•ate ~f Cal/f"or.o!a or Ifs r;ff/cers or m;ants s00/1 not Ix; re:;p;ns/ble for ltn accuracy or C1Jmp/eteness c,f ~lec.tron/c cop!es of this {)Ion st'ee/. EX I ST CONCRETE $WAL.EE----------------- 5 6" !/ EXIST 24" RCP ,v d z z >-o O ~ 45+00 ~ SHEET TOTAL NO. SHEETS 11 30 "' --< ,, ~ "' + N "' ~ "' EXIST TRAP CHANNEL 5'X 4' RCB LR:.::EccM_:_OYccEc____:6:::9_:_0_' __cC:_:Oc:Nc::C:cRE::_Tc-E:__::C.:.:HAc:N::_N.:.:E:.::L'------1 b SCALE: I "=50' 00 ::: ::: >->-0 0 ~~ ~ o_ "' w >-> ~-0 e--1 ' s "' I THIS PLAN ACCURATE FOR DRAINAGE ONLY ~l; ~: :;: I I L.-'--...l...----------------------,--------------------------------------------,-----c,==c--,-,...,--------------,-----------,----------L~ .::.~ FOR REDUCED PLANS O 2 USERNAME ~) tr I er>ard I L _____________________________ __l _________________ _'O"R"l"G'_'IN:"'":Lc__>-SCc,A,cL:"E___'__IS:__'l_'"N___"INS<C:':H":E"_S___lc=,',c='=='='=='=='.__ ___ __l_ ___ De<G::N<__':_FJ_ILe<E~•'_>_cc:,0':'3':'0'l_40UJJIO°'l_c"0'1_4,cl0".4re4_'1"_6 ______ __'_:".'c!~--J-2_2_09___ ____ EA -~~-?40_·! __ D-1 X "' 0 "' >-w ,.; .. "' "' > • "' 0 w " w a: "' <( w > ,__ ,__ w <( V, cc 0 X ,__ <( 0 '>->-Q<D w <D f--0 0 <( w --'z w ::,o " u-u --'"' w <(W I uo u a: < w "' w < x---z V) " .,; z w ,__ w C> u a: w 0 , w 0 C> <C "- ~ I-z I-Ill ~ :E "' le fl, X V, 0 z ..I ~ Ill ~ > 0 Ill I-Q z "-' j:!! I-"' u < "-Ill "-' C ., 0 a: < fl, z ~ ::::; j « <-> ~ X 0 "-' !;;; t;:; dP / ;,. " R/W THIS PLAN ACCURATE FOR DRAINAGE ONLY FOR REDUCED PLANS 0 USERNAME => trlenard ORIGINAL SCALE IS IN INCHES DGN FILE => c03040102_04104418 DI ST COUNTY 12 Ora ROUTE 55 POST MILES TOTAL PROJECT o. 5/1. 4 R~~ ENGINEER 5-4-98 PLANS APPROVAL DATE T/'t: 51,:;le of Callfornla or /Is officers or <J9ellfs sl)J/1 net be respom/ble for t/"e accurOCJ or ccmpl&en,,ss of electron!c r;apl,;:, of fhfs plan s/1.!et. b REMOVE STRUCTURE 30 GRADE TO DRAIN DRAINAGE PLAN SCALE, I "•50' D-2 cu !2209 EA 030401 I I I o I srl couNTY I ROUTE I TO~~[T P~b~~~T 1s~zp sWltfs ..._ 12 I Oro I 55 I 0. 5/1. 4 i 13 30 ~ 03/06/98 - -R£GISTEREO~G I NEER ~~\\,()f(SS/O,v4( & ~ ' /f T. NGUYEN i 5-4-98 I ;c;:i~o C47660 ~ PLANS APPROVAL DATE {< ~~p}2-3!-99 * L-re: Tte state of Callforn(Q or 1/s officers or OIJMIS ,.[>_ 1-,'1- sha/1/'IOf/Je res/X)nslble for tie accuracy or ~ C/V1\-~',;J'vc-~ compiele=s of eleclronlo copies of Ills plor, st,;,er OF C~\.\ 1~ - § c -- 0 t ,~ w --> ~ I\ ro -> 0 i w w " ' ~ ---w z > ~ " 0 ' w V1 I§ ~ z , 4 -0 <( -"" I-"' ,n "' I----"' z -w w '-' I-'> > -I-w "' -om "'a, w ro Ir-OG ~o 60 ~ "' 60 4W 0 JZ w "'u o,_ I "C> ~ g "' "' ~,~ u-L> -+ -J~ w "' -"' 4W I ee I,, vv V uo L> X 55 a, "' "' a: ..._ ~u 0 0 I "' oz EXIST TRAP C ANNEL -;,. FG 1\ "' w "' 50 ,. ' 50 " "' \ ~ / _j_±.. w a, ;;., I w "' ----z -FG ,_ V) ~z \ ' ~ C> 45 C, 5b \. 0"71/. 45 z a:i w a, \ V Q 5,1.0 1/. ~ -~ L> w -'' ' -..._ w " OG7 / '' I \ "' , a: ,, 0 0 40 -40 " -..J •• -i-:z:.-\ I\~ " w --,, \ " ::f --" '' RCB '' '' 5' x4' -" '{ ~, I <:::T "' ..._ 5-I. Oro/. ' l\JQINr t:lli.EL 35 ----' "' "'"~-s.~ ---~ (Fl 42. 84) 35 ---- \\ \ \ V \ ' ,n • r~ \ . -I (FL 41. 00) -I ' I I f, FL 42. 57 f----STA 37+ 0 C RTE 55 L t;) 30 I (FL 38, 0) JS 1(:3 RCP: OOWNDR* IN I 30 I- z z JhlN EXI TING R al \ \ ' I \~ 18" STA 40+50 4), Vb 'c' w -(FL s, 29) 18" RCP DO NDRAIN ir,y~ I <FL 4 i. 00) I\__;___, -I- I ~ ::. <FL I-37, 77) l\__,1 --f ~ = 0. 25 I I , ' 0 ' ~ 0 \ I I i ~ ODWNORAI~ 2\~'b I I z ... 18' RCP ~ f-- ! ,'---~ = I I-w <FL 3 . 50) I _/ , i ~ > 20 ! 20 0 I-w 36100 39+oc 40i00 i 11 foo 43~00 I I z Q 35 00 37 00 38 00 j 42 00 44 00 45 00 ~ f--~-00 2' I j l i I I m = I-I m i ~ I -~ () ! ;.-_ ' ~ : ' ' I ' i ! ' = w 0 ow i DRAINAGE !sYST~M j ! ~" -, ..._ ! NO. i ,----so i 0 I I ! -= a: ! I I I ! ! i ! A A ----~---·-i z 0. I - I ! " " = ! 5' OD WW i -f--I I r---~~ ~ ~~ 3 j I I i ! 00 ! DRAINAGE Pl'iOFl!..E ~~ l! 6 ! i-•--·-"" : I I ' ! w w ~ I ! ! j---~~ !! ' I--! I I I ! SCALE: HORIZ I "=50' 4 -~ ! I D-3 0 ~ ~ t;; j ! I ! VERT ! "=5' ' ----··---'--';;•1-~ .... ------------o ro ~ ·-----·-·--------------_., -------... ~ 01 ~ @ -------------"I ' -~ : -----i ':) ' i ·J_::.-......1 : I FOR REDUCED PLANS ' ! ' ' I USERNAME => trlenard ! j -A • FORM c'C OE 'l2 PF (REV. }/BB) ORIGINAL SCALE !S ,N INCHES ! I I I DGN F!LE = > c030,IO I 03 04104419 ! cu 12209 ' c 03oq,J 1 ·----·--------- ' ,_ • : I : • ii • ; ~ !: ii i ! • i i : >-ro 0 w V, -> w oc w >-q 0 '>-ow w e-o qW ~z "u u-~ V, «w uo oc w w z -u z w c 0 w 7 0 "' ~ z = 0 w V, -> w oc w >-q 0 >-ro 0 w ~ u w I u < !D < 1/) !D w "' a:: 0 w "' 1-z w ::E 0. 0 ..., w > w Q I- - 55 50 1--- -- 1---.. 1--- '" 1--- F 1--- 1--- -'-.". 5'X I\ \..'J ·-V1 w >-er "' 0 0 + ,-. "' ' oc 0 "' ~ V1 V1 w >-;; er ~ :::. 0 0 -+ ~ ,-. "' >-0 oc ,,; "' c:, V1 D• A I NAGE SYS-EM N1, r; > C " V1 w >->- C. \..'_/ 5' X 4' V1 w >-er V1 N + ,-. "' >-er . . p DRAINAGE SYS EM N~. (3 > d DIST! COUNTY I ROUTE ......__--'12 I Oro I 55 I 0. 5/ I , 4 I I 4 30 V1 X w ~ ~ 03/06/98 em S.ESE~NG, NEER '~" ,i<'f§•a.,, '1;, /£ T. NGUYEN ~ 5-4 -9 8 ~ ~GOT;; PLANS APPROVAL DATE ~ ExpJ 2_31 _99 * __. Thi: Slate ar Callfornla or Its Gff!CNs or rx;oots s: ~ s/tJ/1 not be responsible for ti» acc,irooy or ~ic CiV \\, <ci"'-% oomp!Weness of electronic copies of tfis plan s/'eel OF C~\.\~ (cl 0 - w - 80 _O_§_~,,/.--'F_,Ge_,+--__...,_. ______ t... -----<;: IFL \ JOIN XIST 4" RCP - 9. 28) EXIST JOI EX!ST 70 65 " 1--- w " V1 oc V1 " "' w .. --' 0 - V1 - '--i----+---+---+---l----1----f---+---+---j-4 ":fH,-+---~42--l----+---+---+---+------il----f---+---+~:g (f)~,~-+-~~....'.icf':_,~-1--~-+-flR -¼-·tlN.~·A-SE-5-¥-· ~S'l+,~_,1-;-N ,&,.+-!-~6 >- ~ (~ V1 V1 60 55 1----- 1--- ·- 1--- ·- -- + 0 ' " "' w .,. ~ ~ "' "' "' '"' V1 ,,; "' " V1 I , , , 1 \ FL 41 00_ FL 39.30 +"'''' -"-l--"=--+.'7,-1, I ~ 2, " RCP / jll\l .I -74 --, FI 45. 00 w >-"' ~ V1 .,. + -.,. er <D ' "'' V1 w V1 >-0C I . 0 ,,; " I w " >->-"' -- "'": V1 0 .,. "' + >- V1 " V, ~ + X -e-w .,. ,.; --' z ' >-"' ~o --' . DITCH ~ "'u "', I - 50 ~ 45 ~ 40 \ 04"X 4' ~ ~ ~ l-,___-+---+---t--+--+--+--t-----+---+----+D::cR::-A:-l:-:-lltcA-cG-=Ec--±-:-:YS-:cT:::E::-:!+--Ncc0-.41--;==04".-+---+----+--l-----+---+---D+-A-I-NA-l+E-S-Y+-T-E_M_•+0-.-0_~5d.--l--+--t-----+---+--+---l--+- ~ a: 0. ! DRAINAGE PROFILE SCALE: HORIZ I "=20' VERT 1 ""5' -~ ~ ,____ D-4 ~ I I I :=====~======~~======~=======~======~=======~======~=======~======~=======~=======~======~=======~======~=======~=======~======~=======~======~=======~======~~======~=======~======~====================================================~====~10' "' ' "m ~----------------------------------------------------------------------------------------------------------------------~~~ 1---------------------------------------------------------------------------------------------<§- i I FOR REDUCED PLANS o 1 2 3 I USERNAME => tr I enard '-----''~o~s~s~o~c~o~,~-~'~,-~e~,_ocrn~e~,.'---~"~'~'~' _________________ i, ___________________ ~o~e~•~c~, ~N,~L=--=S~c~,~L~E__:_I s:...:•~Nc..:.' ~NC~S~E~S:....,'=== '== '=='='=='=='---'. ____ L __ _cD~G~N_F'_'.1 LE = > c030<1 O 1 04_04 I 04420 cu 12209 I EA 03040 I -"""~ -------~---------- I ___ , I Dr sTI COUNTY I ROUTE I TO~~r P~bJ~~T 1s~~}~TllS?lfs TABLE 1 121 Ora I 55 I 0. 5/ I. 4 I 15 I 30 r-2'~..-A DESIGN "H" t REINFORCEMENT ~ 03/06/98 0' -4' 6" •4 • 12' BOTH WAYS CENTERED IN SLAB ~ -✓-"~?,.()ffSS!ON "b" BARS 4 • 12" X 2'0" DOWELS "a" BARS •5 tO 24" REGISTERED CIV L ENGINEER ~ '4£ 4, ' ,....._ B IN WALLS 4' -6' 6" "b" BARS •5. 24" &I T. NGUYEN t NJ "a" BARS •5. j 2" 5-4-98 I 5'! No. C47660 >;; "a" BARS__/ , 6' -8' 6" PLANS APPROVAL DATE 1 -!> £xp_l2-3f-99 >l-~ \ "b" BARS •So 12" -GREATER -''a" BARS •6 !O 6" Tffl Stale of Callfornla or Ifs officers or o,;enls ~14 C/V\\.. ':%"" E EXTENO HORIZONTAL ~ 7 t I 0' shill mt 1x, res/X)ll/51/J/e for 111, =racy or 1E or C~\..\~<::i"' ,,, EXIST l THAN 8' ''b" BARS •5 • 12" complu/eness of e/,x;tron!c oop/& tJf !Ms olan s/1ef:t. t , BARS INTO CHANNEL DESIGN "H" VARIES THROUGHOUT LENGTH OF TRANSIT I ON. WALLS G TRANSITION USE LARGER "H" ON SHORT TRANSITIONS (l= l 5' OR LESS) '-TRAPEZOj DAL FOR LONGER TRANSITONS VARY REINFORCEMENT AS CHNL "" INDICATED ABOVE 0 ~ w NOTES "' '" - "7 NI •4 O I 2 " \ ~ I. PROVIDE A CONSTRUCTION JOINT BETWEEN THE > 0 w ~ l 5'X 4' TRANSITION AND STORM DRA l N, w "' -"" --r-<> B RCB -w 2. EXTEND THE LONGITUDINAL REINFORCING STEEL OF THE > ~ w " TRANSITION 2' !NTO THE TRAPEZOIDAL CHANNEL. ~ 0 ' w "-A L 3. IN LIEU OF PLACING THE DOWELS BETWEEN THE ~o 0 -<' ' TRANSITION AND THE RECTANGULAR STORM DRAIN THE 00 0 PLAN LONGITUDINAL REINFORCING STEEL OF THE TRANSITION i• I STRUCTURE MAY BE EXTENDED 2' INTO THE STORM DRAIN. '► ► om rn 4. HI• H2, h, L, b, ELEV "A" AND "B" AND Z SHALL BE AS w l ~o EXTEND LONGITUDINAL ~ SHOWN ON THE DRAINAGE PROFILES. ,<W 0 .c ~z w BARS INTO CHANNEL j :w ~ 5. THIS STRUCTURAL DETAIL MAY BE APPLIED TO u~ u FLOOR ~"' w TRANSITIONS WITH CURVED BOTTOMS AND CURVED "w I 1---uo u L SI DE WALLS. , "' •4 12" , 7 6. PIPE EMBEDMENT SHALL BE 5" FOR 96" ID OR LESS AND 0 r /ELEV "A" ( N 8" FOR OVER 96" ID. I CHNL REJNF TABLE 2 <[ . " ELEV "B" 7 ~ / , RE!NFORCEMENT w a:, "b" BARS\ SOR D w <[ ' -th h=6" TO 4' h•5' TO 8' z t/) ~ ,_ -/ ,,, ~ 0 , I' -6" TO 5' -6" 6" *4 It! 12" •4. 12" z l f---,4 • 12" I ' 7 w ai BARS./ 1--1' 6' -10" 6" •4 O 12" •6 • 9" " e,~4 BAR "a" 12' 8" #5 «:I 9" #6 ~ 6" u w -LL~ 3' CUTOFF WALL REQUIRED w (!) , er 0 0 r-----2' !' WHEN APPROACH CHANNEL OWELS #4 t! I 2"X2' -0" "' ~ w rs UNLINED IN FLOOR SLAB RCS (!) SECTION E-E PROVIDE 6" 6"-i:7 s ---i 9"r (THICK BULB #4 CONTINUOUS 9" I-PROVIDE z '¾ I 0 z PARALLEL TO TOP BULB --w ~ '" rt9" " c'-"' !-~ ::. = i .U \~,?) /I!; ' 0 0. ~ ~ 0 ~ ' 1' ... I _. . -ir , k----...........____''a' BARS G L.x 4' w "V~'lb" BARS~ N ~ I 0 > 'i.~'{?l. ~ • • 1"4 ~ !2" CONTINUOUS ~ w c5 Q l~ 6" r,1' 7 RCB7 ro ~ 4" 0 l A 'NEEPHOLES m - "" = .~\ '/HI • 6' = I- ' Ee (,) \ . . . ., / ' ► = I CF SACKED PERVIOUS I D m w ; ---112"1.J j \ MATERIAL 1 '.: -, ~o = 0 3' CUTOFF WALL SECTION A-A--...____ •4 o SECTION 8-8 A A ~ -a: 12" IJ " z ~ = 0. WHERE TRANS!TION 00 2 JOINS EARTH CHANNEL /4#4 !i!! !8" w w i -I 2" CLR (TYP) "" ~ a.4 © I 2" FOR th •8'\ ·~ = I «:I 24" !~ '3 '3 ~ 6 1 ~ . •4 ~~ th_J i? "' w SEE TABLE 2J---1,) ·1 t/2 ~~ ~ •-' "' Oc -' ' DRAINAGE OETAltS ~ ---TRANSITION STRUCTURE NO 3 CONST JOINT SECTIOi'/ G-G e ro NO SCALE "m • < ' D-5 ",_ ~ ' i - I FOR REDUCED PLMJS 0 ' I ' I USERNAME ~> ;·,lenor-d ~t, C30'10: __ J FORM DC-G[-9~-PF !REV. 3,'881 ORIGINAL SCALE IS " INCHES 1 ' . ' ' DGN FILE ~> c03040i 05._04 I 04426 cu 12209 ···-------··-------- JOIN OG JOIN OG G-1 INLET 0 w > V, m > 0 w w " V, w > c SECTION A-A w "" " 0 w 0 0 0 "" ' ' 00 0 '> > om w m cO 0 «w JZ w =>" ~ u-u Jv> w -,w I uo u ·~·,•·-. w a_ 0 .J " <( V, w CD w <( z •--V) " z a:i w V, V, 0 "' u z c <t u w w "' 7 a:: 0 " 0 " w "' FL - ~ 0 A ~~ 0-~--·-· I I WI z I- 0 z e-• <t I <,;' c, I e-w ;'c :. = 0 CL a_ ~ 0 z ~ .... : = e-w i 6 > e-w z I ~ Q ~ e- i = ~ I-8c 0 ! = w ! ... 0 I ""! * I I 2'-11¾"' 2' -6"' INLET LENGTH 2' -6"' .J PLAN ~ z IC = CL : ~ CONCRETE APRON DETAIL : ~ : ;:; I : 6 : ~ !i e-;'c : ~ ~ ~ II • : : ii : FORM OC·OE·92-PF [REV. 3/661 FOR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES ct-·---·-·- 5' -0" 0 I ST COUNTY ROUTE POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Ora 55 0. 5/1. 4 ~ 03/06 REG I STERED~G I NEER 5-4-98 PLANS APPROVAL OAT£ TOO Stale of Ca/lforn/a or Its officers or a9ents smll not be responsible for lfe acwracy o, comp/ete=s of electronlc c:oplee of f/js plan smef. j~ 0 ' GCP ;;, INLET --0--'1. GRATE FLOW I 0 ~il., ' <, 0 ;;, "' • .J c, I "- "'' 5' -0" :I I 0' -0" 16 30 0 ' 0 DEPRESSED APRON DETAIL ,.., CONCRETE APRON MONOLITHIC CONNECTION GCP~~-T~. ~"K •4 © 6" 0. C. m 12' RCB SECTION B-B GCP INLET CONNECTION TO RCB DRAINAGE DETAILS NO SCALE D-6 USER NAME = > tr I enord DGN FILE=> c03040106_041051'11 , cu 12209 EA 03040 i ' N 0 >-"' a, 0 > w w 0: ~ w > >-w <( 0: 0 ' w >-<( 0 '->->-0 a, w a, ,-o 0 <>:W -'z w ::,o "' u-u -'"' w <(W r uo u 0: "" w a, w "" x---~ l/) " z a:i w I-w u C) w , a:: 0 0 0: w .. C) I- ~ z w I-:::;; ... I-0.. ' ~ 0 z -I ... w ~ > ~ w 0 Q I-z w., I-i! (.) °' ... w I'::; -, C 0 IC 0.. ::: z °' 0 :!: i ~ ~ ' ls w., I-.. I-V, • MH & COVER PER STD PLAN 87-/1 DETAIL U-46 ,,,,,,,...-.----, I I I t ---r- 1 , I I I i I : 5-#3X3' -9" ~~l~-~-=-~-:i:=-~~=-=_=l=I ::!J I 3-#3x3' -9" 3' -0" l-. PLAN CONCRETE UNLESS OTHERWISE SPECIFIED z" --' ii~ Oz "' 0 ~~ <( Bi Ww ~"' >-w >-r 3' 5' -0" A '0 I I ' -_LJ :.. 6" I I I i 6" ~ I I ;;, I I ~ I ! I .,; " > ----i i -----, I 24" ~CSP 00 8' SECTION 8-B VARIABLE DRAIN "' ~ •3 0 6" oc •3 O 18" oc •4 • 6" oc •4 0 18" oc "' 8' •4 f.:I 6" oc BOTH WAYS 6" 6" "' ' / ' / ' ' ,, 8' 3' -0" 8" SECTION C-C 0 w >-0 z z o-"'>-<( (/) w §5 w~ ..J <( >-Zr-::, "'~ z- I -(0 ~ ::::;;: II X <( ~ "' <( > "' <( > ;, I i -•-y,·-· / I .• ANGLE :A I I I STATION POINT PLAN F BARS TIE BARS W BARS D AND E BARS H ANO G BARS TIE TIE BARS POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS o. 5/1. 4 5-4-98 PLANS APPROVAL DATE rm State ar Callfomra or !ts officers or ar,rmts 5/rJII oot Ix! respons!Ne for tte accuracy or completeness of electronrc copies or /tis plan steel. rF BARS 17 BARS~ T T #4 BARS, !8"0. C,BOTH WAYS TO BE USED WHEN 8 IS 60" OR MORE SECTION G-G B T B T 12" 4" 63" 10" 15" 4'/," 66" I U'/4" 18" 41h" 69" 1~-" 21" 5" 72" l l" 24" 5,,..11 78" I t-¥~" 27" ':ii?" 84" l C/2" 30" "" 90" 131/4" 33" f:}/,," 96" 14" 36" 61/Atl 102" 151/2 11 39" 7" 108" !6" 42" 71/?" I 14" 1e1," 30 JUNCTION CHAMBER NO 3-C (JC 3-Cl 45" 7JI." 120" 17" I, NOTES FOR JUNCTION CHAMBER NO 3-C (JC 3-Cl CONNECTION PIPES MAY BE PLACED IN ANY POSITION AROUND THE WALLS PROVIDED THEY POINT IN THE PROPER DIRECTION AND THE POSITION IS OTHERWISE CONSISTENT WITH THE ORA I NAGE PLAN. 2. DIMENSIONS: 0=18" UNLESS OTHERWISE SPECIFIED V=3'-6" UNLESS OTHERWISE SPECIFIED 3, EXPOSED SURFACE OF THE JUNCTION CHAMBER SHALL CONFORM IN SLOPE, GRADE, COLOR, FlN!SH AND SCORING TO EXISTING SI OE WALK ADJACENT TO THE JUNCTION CHAMBER. WHERE NO SIDE WALK EXIST, THE TOP SHALL BE FINISHED TO CONFORM TO STANDARD SIDEWALK SLOPE AND FINISH ANO SCORING LINES SHALL CONFORM AS NEARLY AS POSSIBLE TO 20" SQUARE. 4. FLOOR OF CHAMBER SHALL BE GIVEN A STEEL-TROWELED FINISH AND SHALL SLOPE FROM ALL DIRECTIONS. 5. MANHOLE SHALL BE PLACED IN CORNER NEAREST OUTLET. 6. OUTLET PIPE SHALL BE CONNECTED TO JUNCTION CHAMBER WITH MONOLITHIC CONNECTION. 7. REINFORCING STEEL NOT REQUIRED !N WALLS WHEN V"6' OR LESS. 8. STEPS: NONE REQUIRED WHERE Vc:3'-6" OR LESS. INSTALL ONE STEP 16"± ABOVE FLOOR WHEN V IS MORE THAN 3'-6" AND LESS THAN 5'-0". WHERE V IS MORE THAN 5'-0" STEPS SHALL BE EVENLY SPACED AT 12".t. INTERVALS FROM 16"± ABOVE FLOOR TO W!THIN 12±. OF THE TOP OF THE SOX. NOTES ELEV R UNDISTURBED EARTH CONCRETE SECTION N-M-P'-O PROJECTED ON P-P'-O I. VALUES FOR A,B,L,Ll,ELEV RAND ELEV SARE SHOWN ON DRAINAGE PU;N 48" 51" 54" 57" 60" 8" 126" 17" 81/2" 132" 171/o" 9" 138" I ?1/?" ::1/4" !44" 18" sP-" 2. STATIONS SPECIFIED ON DRAINAGE PLAN APPLY AT INTERSECT/ON OF CENTER LINES OF MAIN LINE ANO LATERAL, 3. EMBEDMENT P SHALL BE 5" FOR PIPE DIAMETERS 12" TO 96" ANO 8" FOR P!PE DIAMETERS !02"TO !44" 4. REINFORCING STEEL SHALL BE l½"CLEAR FROM FACE OF CONCRETE UNLESS OTHERWISE SHOWN. W BARS ARE OF SIZE AND SPACING SPECIF! ED FOR WALL STEEL ON ORA I NAGE PLAN, AND SH.l'I.LL 8£ CUT IN CENTER OF OPENING ANO BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. OMIT H BARS WHEN SOFFIT OF SPUR IS I' OR LESS BELOW SOFFlT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS I' OR LESS ABOVE FLOOR OF MA IN LI NE. 5. STEEL SCHEDULE: DIAM.B D,E,H,G BARS F BARS 12" TO 39" •s •4o 6" 0. C. 42" TO 84" •6 •so 6" 0. C. >O" TO ! 44' •7 •60 6" 0. C. TIE BARS #3 • 18" 0. C. 6. JUNCTION STRUCTURE SHALL BE POURED MONOLITHIC WlTH MAIN LINE STORM DRAIN OR MANHOLE. 7. FLOOR OF STRUCTURE SHALL BE STEEL~TROWELED. JUNCTION STRUCTURE NO.3 IJS "3l DRAINAGE DETAU.§ NO SCALE FOR REDUCED PLANS ORIGiNAL o SCALE I S IN INCHES '=='=='=='=='==='==1 __ USERNAME ~> trlenard OGN FILE ~> c03040i07_04105142 1 CU 12209 ______ 1 E~ 030401 ,._ ro 0 w V, > w rr w r "' 0 ,,._ 0 w V, > w rr w r "' 0 o ro >-w ro rO s,W 0 ~z w ~" ~ u-u ~"' w s<W I uo u rr w w x-~ 0 z w r u w 7 0 " " z = 2 <( <Xl <( 1/1 <Xl w (.!) a: 0 w (.!) 1-z II.I :iii Q. 0 .... II.I > II.I Q 1- (J II.I ., 0 a: Q. I NOTES1 I. (N) INDICATES NOT A PAY ITEM, FOR INFORMATION ONLY, 2. JOINTS FOR PIPE CULVERTS SHALL BE STANDARD /\ \_J "' w a, " => z " w .... "' ,.. "' w "' .. z "' "' 0 0 .... z => w "' .. z z z > 0.. u "' 0.. u "' I "' w > 0 u " => DESCRIPTION I STATION 0 z .... w w I "' z .. ~ 0.. w "' <( z <( "' 0 a 275 4S, 225 4 5'X4'X676' RCS STA 36+60 TO STA 43+35 0-1 2 3 4 5 6 SHEET TOTAL b C 0.21 d 0.21 e a b C 3.5 1.06 326 d 0.21 a b 2.0 I. 0 236 C d 0. 21 a b c 3. 5 I. 06 326 d 0.21 a b C d 3. 0 I. 0 326 e 3. 5 2. 43 f g a b C 8, 75 3. 68 326 12.28 1,540 206 2.64 I, 005 22 28 I. 28 16 32 32 7. 5 0.45 0.45 5 54 277.64 46,230 213.5 2. 18 76 REMOVE 690' CONCRETE CHANNEL STA 36+60 TO STA 43+50 JUNCTION STRUCTURE #3 80' RT FROM STA 37+50 i RTE 55 JUNCTION STRUCTURE #3 82' RT FROM STA 4!+10 i RTE 55 TRANSJTJON STRUCTURE #3 STA 43+35 TO STA 43+50 REMOVE B" C.S.P. NOT SHOWN STA 37+00 D-1 2 18" RCP STA 37+00 G-1 INLET 52' RT STA 37+00 JUNCTION STRUCTURE #3 73' RT FROM STA 37+00 i RTE 55 !O'X!O' CONCRETE APRON 64' RT 37+25 ~ RTE 55 D-1 GCP INLET 64' RT FROM STA 37+25 i RTE 55 2 18" RCP STA 37+25 . II 111,lrT I r.11.1 C::TR/ lrTI 10!:" ~3 78' RT FROM 37+25 ti. RTE 55 REMOVE 8" CSP STA 40+50 D-1 2 18" RCP STA 40+50 G-1 ! NLET 52' RT STA 40+50 JUNCTION STRUCTURE •3 83' RT FROM STA 40+50 i RTE 55 14 I. 5 24" RCP STA 41+45 D-/ REMOVE 25' CONCRETE CHANNEL 2' LF OF EP TO 27' LF OF EP STA 41+45 8'X 6' CONCRETE APRON 64' LT FROM STA 41+45 ~ RTE 55 G-1 INLET 64' LT FROM STA 41+45 ~ RTE 55 JUNCTION CHAMBER •3-C 86' LT STA 41+47 i RTE 55 REMOVE HEADWALL 58' LT OF STA 41+45 i RTE 55 4 2 24" RCP STA 41+45 B'X 6' CONCRETE APRON 62' LT STA 60+25 It_ RTE 55 REMOVE INLET 62' LT STA 60+25 it_ RTE 55 G-2 INLET 62' LT STA 60+25 i RTE 55 18 I a I b I c I d I e 2 a 2 b 2 C 2 d 3 a 3 b 3 C 3 d 4 a 4 b 4 C 4 d 5 a 5 b 5 C 5 d 5 e 5 f s g 6 a 6 b 6 C 0 I STI COUNTY I ROUTE 12 I Ora I 55 I 0. 5/ I. 4 I I 8 I 30 REGISTERit6 CIILENGJNEER & ~\\\L:;_;ON,~, 11#/ ~ /1 T. NGUYEN \W, PLANS APPROVAL DATE -i, f:xpJ 2_31 _99 ,i. ,--5-4-98 ~"'" T'F state af Callfom!a 'Y /Is eff/cers or <1r}Wlf$ ¾1: IV\ .%"' $h'.llt f'J()! r:,,; rl!S~lble for tf't! accuracy or f' or c~'0.~"'<;;. camp/etenes.s of ~leofran/a ccples of ltffs plan sh,ef. DRAINAGE QUANTITIES f-- 00 00 00 A A " 11 X X x--- 0 w ► m ~ > 0 w w " ~ w > f-w .. " 0 f-.. C, ---► om ► w m f-C, -,w C, --'z w :, " ,, u-u --'"' w -,w I uo u " .. w w "' !: .. "' 0 z .; w >-w 0 ~ w , 0 ~ w " a. is 1-z Ill ::;; Q. 0 ..I Ill I 15 > Ill i ; C Ill ... 0 IC ::: Q. i :::; j .'.3 15 ~ 11P s TATIONARY MOUNTED SIGN NO. 0 TYPE PANEL SIZE NO, OF POSTS 0 Cl8 36"X36" I ® Cl3 48"XI 8" I (CJ 96"X42" 2 CONSTRUCTION AREA SIGNS POSTS SIZE s NO. OF SiGNS {EA> REMARKS 4"X4" 6 4"X4" 5 4"X4" I SPECIAL SIGN NEWPORT BEACH IS IN INCHES O ~2fc;f~~~c~gAr~ANS NOTE: COSTA MESA 6"0 CAPS BLACK/ORANGE ~g~~:RUCTION ON ON 55 WILL BEGIN ----- SPECIAL SIGN © USERNAME -> 5-4-98 POST MILES TOTAL PROJECT 0. 5/1. 4 PLANS APPROVAL DATE T~ S!cle of California or t -~-rJII rot'"' .'ssporlS:l;,/e for Is offlcers or agents oomplelenl!Ss of elect I lfe accuracy w ron c c,;p/es of tNs plan sneet. LOCATIONS O ARE F CONSTRUCTION BY T~~p~~~ !I~~~~--EXACT Loe:;~~: I GNS SHOWN TO BE DETERMINED CONSTRUCTION AREA SCALE• I "•50' OGN FILE= trlenord -> ~93040rn01 04105149 I cu 12209 ,_ 1 ~A 03040 I SHEET TOTAL NO. SHEETS 19 30 CS-1 A A " " 0 w ,_ m V, 0 > w w "' V, w > r w " "' 0 ' w r " 0 ',_ ,_ om w m rO 0 «w JZ w =>" " u-u JV, w "w I uo u "' .. w a, w .. X··--z V> <> .; z w r w <:> 0 "' w 0 , w 0 <:> "' 0. ~ I-z .... IU < :::. ~ Q. ' u, 0 z ..J ~ .... IU ~ > 0 IU >-Q r5 i:! I-"' u < 0.. IU .... Q .., 0 a: ~ Q. z ~ :::; I < u ' ~ .... >-6; t ;, • </ Lu ,__ ::, 0 er NOTES: I. ALL THE PAVEMENT DELINEATIONS ARE THERMOPLASTIC UNLESS OTHERWISE NOTED. 2. ALL LANES 12 FEET WIDE UNLESS OTHERWISE NOTED . 3. EDGEL!NE OFFSET 2 FEET FROM CURB FACE UNLESS OTHERW!SE NOTED. 4. PLACE 50 FEET OF SOLID 4" WHITE THERMOPLASTIC FOR LANE LINES AT APPROACH AND DEPARTURE OF INTERSECTING STREETS. 5. EXACT LOCATION OF PVMT MARKING TO BE DETERMINED BY THE ENGINEER. LEGEND: 8 PAVEMENT DELINEATION DETAIL NUMBER. DIRECTION OF TRAVEL. DELINEATOR CLASS I. -f-CHANGE OF PAVEMENT DELINEATION DETAILS. "' < u, w _,,_ Cb .-"-·"' u, 0 0 THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. FOR REDUCED PLANS O USERNAME ~> trlenard ORIG!NAL SCALE IS IN INCHES DGN FILE => c03040n01_04105150 DI ST COUNTY POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS 12 0. 5/1. 4 20 30 5-4-98 PLANS APPROVAL DATE TOO 5!(]/e of Collfornlo or Its officers or (](}enfs =~~~;o;!~/:U~ ::,,e~'':s o;,;(]fl sl1rel. CAL 12 TYPE PAVEMENT DELINEATION PLAN SCALE: 1 "=50' PD-1 cu 12209 EA 030401 ' l(--- ' " w >-"' V, " > w w "' V, w > f-w <t "' " w f-<t " '>->-""' w "' f-0 " <tW -->Z w ::,<O "' u-u --'"' w <tW I "" L) 50' <C "" w ., w "" z "' " .; z w ,_ w " 0 "' w 0 , w 0 " "' .. z I- 0 z !;;; w ,-. :; / ' "" ~ 0 II. ,,,~\ ,,. c.. 0 = z ... g w in~ ~ ~ > ~ ~ 0 w c< ,-. Q ~~ z ~ ... « (.) c.. w w 0 ., 0 IC « II. z ~ ~ I « ~ ~ 0 w ,-. « ,-. = 12 278 26 I ;, -----------=::\~-----::.::-:::~'-,f:~J ------------------- (L) 27B dv TH'S PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. 5-4-98 PLANS APPROVAL DATE POST MILES TOTAL PROJECT 0. 5/1. 4 Thi Slate rJf CQ//forn//J or Ifs officers or (J()enls 01;;1, ;.;1 /;,e re;.;po,-,;;l/;Je (Qr tfe =racy or oompJlifeness of eioolri:mfc; aopl86 of tNs plan shicf. 30 --------------------------------------- ---1.Jl SCALE: l "=50' A A II l' • l; '---'----''--------------------------,---------------------F-O_R_R_E_o_u_c_E_D_P_L_A_N_S ______ o _______________ ---, ____ U~S~E~R~N~A~M~E-,~,~,-,~,-e-no-,-,-,------------r,-----------,-------------' ~j OR I G !NAL SCALE ! s IN INCHES DGN FI LE -> cC3040n02_04 I 12924 ____ LE_~ I 2209 EA 03040 i _____ _ 0 ► w m "' 0 > w w "' " w > I-w < " 0 ' I-<( 0 '► ► om w m 1-0 0 <W _JZ w "" " u-u _,"' w <W '" uo u " w .. w a, x---z .. " VI z w .; I-w u C, w "' -, 0 0 w " C, ~ ~ I-z ,__ w ~ :E 0 II. ' 0.. 0 = z ... < cc w ,__ "-> 0 w ,__ Q ~ I-(::i (J 0.. w ..... 0 ... 0 a: < II. z ~ ::; i <3 "-' 0 ..... ,__ ;: =· I It 12 27B ""••···-·--+ "' !" .., "' 12 27B 25' 4" WH!TE 0 0 50' 4" WH !TE .,; i,t-+---=;:=-----+-"-c-L,1 ,u 12" WHITE 38 50' 4" WHITE 4" TYPE !V ARROW 50' WHITE 12 12 27B 27B DI ST COUNTY POST MILES SHEET TOTAL TOT AL PROJECT NO. SHEETS 12 Ora 0. 5/1. 4 03/06 ERED 5-4-98 PLANS APPROVAL DATE Tile stute of CG!!forr,I,; or Its officers or agents ~r,:;11 nr..' be respons/O.'e for too accuracy or comp/et= of electronic o:,ptes of /tis pion shr:et. 22 30 PAVEMENT DELINEATION PLAN SCALE, I "•50' THIS PLAN ACCURATE FOR PAVEMENT DELINEATION ONLY. PD-3 FOR REDUCED PLANS 0 ORIGINAL SCALE !S IN INCHES USERNAME => trlenood DGN FI LE = > c03040n03_04 I 12935 cu 12209 I EA 03040 I "' "' ' "' ' N I 0 >-w "' <D - 0 > w w "' "' -w > I-w ., "' 0 THERMOPLASTIC TRAFFIC STRIPE X w I-{Lfl ., 0 0 @) 8 e '->->-O<D w <D 1-0 0 .,.., ..JZ w :JC, " o-0 ..Jon w <tW r 00 0 ~ I-w rr w .. :,: w <D "' w .. X---z V) PD-I -.. .; & z w PD-2 w I-Cl " 0: PD-2 w 0 & , w 0 Cl PD-3 "' .. N ;;; -' ' "' N ~ ---w w l-w w l-w -,_ ,_ -,_ :x: --X -" X X "' X z ., ,. " z z ~ w 0 0 w a STATION " --" -,_ '-' 0 ..J ..J 0 _, w 0: 0 0 0: 0 lX <D V, V, "' "' -"' ,,. "' ,,. I '" ro en 125 48 ??? 28+ 75 -30+97 100 ' NB 0,7 25 100 ?M DD 4 048 2 074 220 nM 30+97 -52+76 NB 4 048 2 074 230 Inn PD-3 & 52+76 -66+00 SB I, 918 I 079 225 I [AA PD-4 ,, NB ! . 918 200 Ii 00 SUBTOTAL 12,604 5,300 I, 01sli ?22 680 ~ I-z ' ,i TOTAL 12, 60~1 6,375 222 680 ,__ w < ,__ :;; "' ~ 0. V, 0 z ... ~ w "-> 0 w ,_ C z = ::, I-,__ "' 0 < fl; w C ., ' 0 a: < 0. z "' 0 "-::::; I < '-' "-0 = ,__ < ,__ V, di PAVEMENT MARKER <EAl NON REFLECTIVE REFLECTIVE 8 ., C> :x: w w w "-"-"->->->-,_ ,_ ,_ [AD <O OD °' 00 ,s n" o, 45 I ?I '" n, i nn ,, 0, M 441 163 90 604 THERMOPLASTIC PAVEMENT MARKING (SQfT) w z -..J ,_ -::, -..J ;;; w --,_ -> X V) -V) -"' "' " 0 w 0 w 0: "-"' "-"' >-"' >-N ., ,_ < ,_ - 75 OM .0 '" ,no co 420 '" 7>0 '" 530 27S 100 2 100 2,555 i 0 I STI COUNTY I ROUTE I I 2 I Ora I 55 , I 0. 5/1. 4 I 23 I 30 ..,_,_,_ ,,,, y .£'. 03/06/98 --- 17:;r ERED'CIVIL ENGINEER ---~l\on:ss,o,,, "'"' ,,< S' "'~ (5 GEORGE B. SABA "'z 5-4-98 PLANS APPROVAL DATE ~ -~ No. C 5456~8 1---------------\1<11'. E)(J).12-31-99 .II-- The $tote or Collfornla or Its officers or "')Wlfs 0, c ! v t L 1,0011 not be resp:;ns//Jle for //-,-, accuracy or "ll'"t, 'iiff':'? <XJmP/uJ=s of eJruronlc o:,pre.s of ffis plan sreet. OF CAl 1 PA'\!EMIEI\IT DIELINE .. ~r,o~ QUANTITIES SCA.LE: l "==50' ~ 00 m m I I I OISTI COUNTY I ROUTE I T0;2cT P~6~~~T 1sHNEO~TI sWllh 12 I Oro I 55 A I o. 5/1. 4 I 24 I 30 ~-""· )(___,e'..--03/06/98 /Y'"ERED -CIVIL ENGINEER --~l'O~lo,i ,.,<;; 4( ' s .~· 5 _ 4 _ /;; GEORGE B, SABA i: ga ::;;;( C S~S~-3 ~ PLANS APPROVAL DATE « Ho. » {I Elq))2-3!-99 JI-..._ ;::,,s:::eoo°'r~=:: tor:~ °Z::u~:,,,c~ ~s .r'4,.~ CIVIL~,~ oomptefooe.ss cf eleclron!c OO{}ies cf //'is plan stwl. Di' CAL 1 0 >-w ' <D ~ 0 > ROADWAY PAVEMENT w EARTHWORK w "' "' -w z > >--0 z COLD PLANE AC PVMT PAVING ASPHALT 0 0 w -< "' 0 z 0 z - ' -AND BASE RUBBERIZED AC (BINDER-PAVEMENT CONCRETE PAVEMENT f-IMPORTED ROADWAY EMBANKMENT :" f-I-REINFORCING FABRIC> <BUS PAD) f-'-' u STATION -< w STATION w <O. 30' MAX) <TYPE Dl w w BORROW EXCAVATION (CY) 0 w "' (TON) (CY) w 0:: :,: -(SOYD) <TON) :,: -(CYl (CY> <fl 0 <fl Cl 30+73.00 SB ,>-29+93.00 -27 29+93 -30+73 SB 27 O<D >-L-1 L-1 w <D 29+48.00 -30+28.00 NB 27 29+48 -30+28 NB r-0 27 o<W Q ..JZ w SB 760 189 I. 20 ::,<, "' L-1 28+75.00 -30+75.20 L-2 36+60 -43+50 NB 7,800 7,746 u-u -'"' w NB 825 200 I, 20 -<W " uo u TOTAL 7,800 54 7,746 SB 8,202 I, 661 L-2 30+75.20 -46+23.25 ·•« (N) NOT A SEPARATE PAY ITEM, FOR INFORMATION ONLY NB 8,206 I, 662 SB 8,293 I, 680 ,, "' <( L-3 46+23.25 -62+19.00 "' a, NB 8, 127 I, 646 FENCE "' <( x---z <fl ~ ;; SB I, 949 395 0 z L-4 62+19.00 -65+22.00 z "' CHAIN LINK a, NB I, 880 381 REMOVE CL >--f-STATION <TYPE CL-6) u w w "' <:) TOTAL 38,242 7,814 2.40 54 w (LFl (LF) ., 0 a:: :,: "' 0 <fl .. w "' L-2 32-t-OO -45+00 i, 300 I, 300 is I-z s w :::. ~ II. ' .,, 0 z ..J ... "" w .... ~ > w MINOR CONCRETE !MISCELLANEOUS CONSTRUCTION! METAL BEAM GUARD RAILING I Q 0 z z z 0 m I--0 ANCHOR ASSEMBLY m f-f-MINOR CONCRETE -m (.) f--< w '-' (BREAKAWAY) ' c.. w w STATION w (DITCH LINING) Gl REMOVE MBGR ~ ...., STATION om Q ... :,: Ct: (CY> o:: MBGR (WOOD POST) =j' :: 0 <fl --TYPE B TYPE M ~m ' 0 (LF) (LF) -o a: Cl (EA) CEA) A A ... II. L-2 37+20.00 -40+00.00 NB 25 117 '1 II z 36+00 -37+17 NB 00 ~ WW TOTAL 25 65+58 -74+27 SB 869 869 I I Cr "" -I 00 _, TOTAL 986 869 I I ~~ ... ,~ "' w w ~ "" ' 4- SUMMARY OF QUANTITIES oe "-' !;; ,~ .... e"' .,, ' "' • , ' " "' Q-1 e ' "N I FOR REDUCED PLANS 0 : c c I USERNAME ~> tr-ph! If I EA 03040 I ORIGINAL SCALE 1S IN INCHES 1 DGN FILE ~> c03040o0I 14080736 cu 12207 X □ >-m w "' □ > w w "' " w > I-w < " 0 X I-< □ '>->-om w m )-0 0 <W _.z w :, " ,< o-0 -'"' w <W :x: o □ 0 er <( w m w <( ' z (/) " z ai w I-w 0 w (!) , a: 0 0 er ~ w (!) .... z z 0 r w < :;; r = Q. 0 ' c.. 0 ~ z ... < = w r > ~ 0 w r Q z ~ ::a I-r = u < c.. w ~ a .. 0 a: < Q. z = 0 ~ j ~ < u ~ ' 0 ~ r < r ~ t ROUTE "55- ,':i; -" --• , a LJ {I) • -- 2 ---,,,_ -----~S-~,-,-_ ===-. "4:t";-3,t:::::~.:.::;·~:: -l" :c 0 (/) ,, -i )> r "' 0 e----------~-- 01ST COUNTY ROUTE POST MILES SHEET TOTAL TOTAL PROJECT NO. SHEETS NOTES & LEGEND: QJ SPLICE LOOP WIRE TO EXISTING LOOP DETECTOR LEAD IN CABLE (DLCl. ABANDON EXISTING LOOPS. [I] TO EXISTING TRAFFIC SIGNAL CONTROL SYSTEM. 0 EXISTING LOOPS TO REMAIN IN PLACE. I 1 fr / ____ j 12 Ora 55 0. 5/1. 4 5-4-98 PLANS APPROVAL DATE The state of California or Ifs officers ar rJQenfs sfa/1 r,ot l>e responsible for th': accuracy or ccmp/e!entJSs of efectrontc cop/& of tl'ls plan smel. \ , , \ DETECTOR LOOPS 25 30 THIS PLAN ACCURATE FOR ELECTRICAL WORK ONLY. NO SCALE E-1 FOR REDUCED PLANS 0 2 USERNAME ~> trlenard ORlGINAL SCALE IS IN INCHES 0GN FILE ,a) c03040u01_04121538 cu 12209 EA 03040! ro m m 00 "' ' "' r-3'-6"7 I I 7,,, I/ "i'-.1 ' 12 INCH GRID I I -I 12" I- A=25 SOFT TYPE I (18) ARROW r 3'-6"----J -I I \ \ I/ f.,__\ 0 I " N 12 INCH GRID I I -I 12"1- A=31 SOFT TYPE I (24) ARROW I ' I \ I ' I \ /, I., t's"' \ y ' 12 INCH GRID ---I 12" i-- A=l4 SOFT - TYPE I 00) ARROW r---6'-0" '/, / / ,...... -" \ I\ I"\ ' \ ,_, 0 ' Q l j 12 INCH GRID ---I 12" f..- A=IS SOFT TYPE IV (U ARROW (FOR TYPE IV(R) ARROW, USE MIRROR IMAGE) _., k: if, is "' fJ I ' 1 I \ \ \ "' J ' "' I ' I \ " \ 0 I-' '-I I / -t-?e /, 9 "-' // ___J__ ,__ it ,! "" ,,: if, & C, . I I ----V ---I 12 INCH GRID -------- 20° A=42 SOFT TYPE VI ARROW ~GHT LANE DROP ARROW (FOR LEFT LANE, USE MIRROR IMAGE ' I l J I J --1 f.--6" 6 INCH GRID BIKE LANE ARROW . To accompacy plan$ d<Ifed __ ~s_-4_-_9_9 __ _ ~----9'-0" ----- ' I\ I \ -I \ (/ I"- " 0 / ', ' / SQ / ( } I"-. '\ , \ I 17 " A , '\ I I\ \ I V '\ \ \ I \J I '/ ' I I ' ! -- 12 INCH GRID I I -~12"~ A=36 SOFT TYPE VIII ARROW I \ \ I ' I \ , /, I/ ""' \ '/ . ,+ V V DIST COUNTY ROUTE POST MILES SHEET TOT AL TOT AL PROJECT NO. SHEETS 12 Ora 55 February 15, 1996 PLANS APPROVAL DATE o. s11. 4 Tk Sfaf(J of Ca!fforn!o or Its officers or mJenfs shall not 00 responslble for too occur or completeness of e/f!Cfronlc copies of this pl sheet. 2'-0" 26 30 0 ' " N \ I ---., '- \ L--,__ \ \I - -- 12 INCH GRID __i A=33 SOFT NOTE: TYPE V ARROW MINOR VARIATIONS IN DIMENSIONS MAY BE ACCEPTED BY THE ENGINEER. ST ATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKINGS ARROWS A=27 SOFT NO SCALE TYPE VII (U ARROW RSP A24A DATED FEBRUARY 15, 1996 SUPERSEDES STANDARD PLAN A14A (FOR TYPE VII (R) ARROW~• __ __::D:::A T.:_:E::::D_:J::::U::.L Y'.....'.'..l,_::19_::92:_~:__:PA.::G_::E_:7_0:.:F_.::TH.::E,-S:,:T.::AN.::Dc:A'-'RD:,......PL:-A-:N-:--SB-:OO=K-:D:-A::T:-ED_JU:-L-:Y:-19-:9-:2.;-i USE MIRROR IMAGE) REVISED STANDARD PLAN RSP A24A .,, r- :J> z ::0 (/) .,, :J> N .i::i, )> 6"x8" Return section I" Mln Shape blocks to flt t---* 6"x8" Post I" Min DETAIL A TYPICAL PARABOLIC LAYOUT 4.0' ~ 2.79' j 179' f ii ff J 0.45' 0.1!' RJ fl/ I 01' 8 I I I 6.25' I 12.49' 18.72' 24.92' 31.09' 37.22' 37'-6" PARABOLIC OFFSETS (Parabo!lc offsets not to be used with Type 8M flares.) Fixed object Less than 4' DF post & block I 6'-3" NOTES To accomparr; plans dated ___ 5_-_4_-_9_B ____ _ DIST COUNTY ROUTE 12 Ora 55 POST MILE TOTAL PROJECT 0. 5/1. 4 SHEET TOTAL NO. SHEETS 27 30 J. Post, blocks and hardware to be used are shown on Standard Plan A77B and A77C. 2. Guard rail post spacing to be 6'-3" center to center, except as noted. 3. Except as noted, posts and blocks shown are 6"x8" OF, W6x8.5 or W6x9 steel posts and blocks may be specified where app!lcable. Where IO"xlO" DF posts and 8"x8" OF blocks are shown, W6xl5 steel post and tubular steel 6"xG"xl'-2" (0.!875" thick) blocks may be specified where appllcable. 4. Top of roll to be 27" above ground ffne or shoulder surfacing under the ra!! element. 5. A 4'-mlnlmum clear.once !s regu!red between face of roll and a fixed object located directly behind a guard rail A fixed object Jacated behind the rail but not behfnd a guard ral! post requires a 3' minimum clearance. Where minimum clearance cannot be obtained use approach ralllng transition detalls for fixed objects. post. 6. Direction of traffic Indicated by ~ . 7. For connection detal!s see Standard Plans A77J and A77K. 8. For end anchor detaf!s see Rev!sed Standard Plan RSP A77G and Standard Plan A77I . 9. Termlnal sections not to be lnsta! led on tra!llng end of guard ra!I placed adjacent to one-way roadways, 10. Type 7 flare has been deleted. I!. Sand fll led crash cushion, as shown on Standard P!an A81, or other crash cushion approved by the Engineer, Is required for Type 5 and 6 ff ores, when the end of the guard rail Is within 9.0 m of the edge of traveled way {ETW) of approaching traffic. 12. When width, exceeds 12 feet; to calculate the length of parabolic flare use "L=3w" and round to nearest 12'-6". !3. For addltlonal requirements for the Type 8M flare lnstollatlons see Revised Standard Plan RSP A 77G and the Spec fol Provisions. Double anchor CAA See Deta!I A & Note 8 - 6± I 37'-6" Parabola ETW 37'-G" Parabola c-----~~~------a_rES i Note 5 -------Es7 --------Double anchor CAA IO"xlO"xS'-4" DF post and 8"x8" - TYPE 5 FLARE r \ I "t' Fixed object 6'-3" 6'-3" See Detail A & Note 8 6'-3" -r G'-3" S:]C------j 1 ----"-'6' -=3"---rr,~1 4' Min, see Single anchor See Note 8 ETW ETW February J 5, 1996 PLANS APPROVAL OATE Tffl StQfe of California or Its off/Cflfs or ogerrts shill rd bti rosp<m//Jlo for thJ =WI or complelumss of t,/ecfron/o oop/l!S af !tis plan steqf. ABBREVIATION CAA = Cable Anchor Assembly Double anchor CAA See Detan A & Note 8 -371-6" Parabola _[ES 4' Min, see Nole 5 50' Min TYPE 6 FLARE Note II \.....______',,6"x8" J DF post & block OF block 3'-11/i'~~ ----~-I I -,~~I I ! I ~:B'._----=:'.:i:l 8 B B \ I B 'L-.,,________ 8 8 ~ 10:1 -:.r flatter ~ IO"xlO''x5'-4'' OF post & 200 X 200 DF block past column -IO''x!O"x5'-4" DF post & 200 X 200 DF block Use with Type 5, 6, and 8M flares when guard rail ls less than 4' from fixed object. See Note 5. For a series of columns, addltlonol IO"xlO"xS'-4" DF post at 3'-1½" center to center spacing to be used between columns. Where IO"xlO" DF posts and 8"x8" DF blocks ore shown, W6xl5 steel posts and tubular steel 6"x6"xl'-2" (0.1875" thick) blocks may be speclfled where oppllcable. Where 6"x8" DF posts and blocks ore are shown, W6x8.5 or W6x9 steel posts and blocks may be specified where applicable. APPROACH RAILING TRANSITION DETAIL FOR FIXED OBJECT 1 12'-6" I Wal I, abutmen~: _ __,/ ;<--------------; - bridge roll 25' Parabola Edge of paved ---------~---Bury end of roll / ln cut slope. See shoulder~ buried end anchor detall Standard Plan A77!. See Note 7 . ..........--TYPE 9 FLARE TYPE SM FLARE See Note 13 RSP A77E DATED FEBRUARY 15, 1996 SUPERSEOES STANOARO PLAN A77E OATEO JULY I, 1992 -PAGE 30 OF THE STANOARD PLANS BOOK OATED JULY 1992, REVISED STANDARD PLAN RSP A77E "' -I C • "ti r > z ::D "' "ti > .... -..1 m 0.33' AC Dike Type 'F' Hinge point l!ne 0.17' AC Dike Type 'C' Anchor Assembly (Breakaway, Type Ml 3' Center of termlnol post Plans" t 25' of 0.17' AC Dike Type 'C' To accompofrf plans dafecf ___ ~5~-~4_-~9~B __ _ ES ES Top of r~a_1_1 --j',r-- 3 r'~-0~--1 ~ £ AC Dike Type 'C' ::;; ::;; AC Dike ~ ~ Type 'F' ?,.i?,.i See Note 6 I HP See Note 2 3" Min DIST COUNTY ROUTE POST Ml ES SHEET TOT AL TOT AL PROJECT NO. SHEETS 12 Ora 55 February 15, 1996 PLANS APPROVAL DATE 0. 5/!. 4 ThJ sta/9 of ~lfforfia or "s off!Gl!Jfs or ageds smll not be r&Sp(XlS/bltJ ror thJ OCCU/'Gcf or c,;mplufooess of elei;frorlc aJ{ilJS ff ltls plan t½" Max Delfneator 28 30 (flexlble post, see Std Pion A73C) Min 3" X 12" Reflector EMBANKMENT WIDENING AND DIKE PLACEMENT DIAGRAM See Notes I and 2 DIKE POSITIONING 16d Golv nails (See Note 2) ::::::::::::: ::::::::cc::cc::1EJ11- 6" x 8" OF Post ---~-t--,-~ 6" x 8" OF Ground llne ¼" QI Bolts t! 2¥.t.111 C-C Horlzontal (T Otol 4) with hex a, ' - r---1--------+---, I I I I : i : i nuts & washers ---::::;¾-====:1f C 0 .c PL 6" x ¾" x 1'-0" L 611 X 4" X ½" X 0'-6" DETAIL A "' +- w w © ..J 3/e" x 8" Contlnous threaded rod, drl!l and bond In I¼" x 6" hole, 4 per post POST FOOTINGS {See note 3) I I I I I I I I I I L ___ L _______ J.. ___ J DETAIL B Use where standard embedment of railing post Is restricted by underground concrete facllltles such as footing of walls, columns, etc. Use Deta!I A where embedment of post ls less than l'-9". Use Detofl B where embedment of post Is between l'-9" and 3'-0". Ground line ----6 .X 6-W2.9 .X W2,9 Welded wire fabric hoop 24" Dia PCC Ftg Form socket In concrete to receive 6 Inch x 8 Inch post or piece concrete around 6 Inch x 8 Inch post wrapped with one layer of ½" thick expanded polystyrene foam sheeting. Do not natl polystyrene to post. Post to be centered In concrete footing. Ground llne or shoulder surfacing GUARD RAILING DELINEATION See Note 4 NOTES !. For guard roll flare details, see Revised Standard Plans RSP A 77D and RSP A 77E. 2. When necessary to place dike In front of guard roll face, only Type 'C' dike may be used. For dike detalls, see Standard Plan A87. 3. For standard rolling post embedment, see Standard Plan A 77 A. 4. Guard ra!Hng dellneatlon to be used where shown on the project plans. 5. Direction of traffic Indicated by ........,._ 6, When dike or curb Is placed under guard rolllng, the maximum height of the dike or curb shall be 0.33'. For dike and curb details, see Revised Standard Plan RSP A87. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION METAL BEAM GUARD RAILING MISCELLANEOUS DETAILS NO SCALE R5P A77F DATED FEBRUARY 15, 1996 SUPERSEDES STANDARD PLAN A77F DATED JULY I, 1992 -PAGE 31 OF THE STANDARD PLANS BOOK DATED JULY 1992. REVISED STANDARD PLAN RSP A77F th --1 0 • "U I'"' )> z )> --..i --..i "Tl i--N 6" x 8" x 5'-4" OF post Cone anchor %" Anchor Cable Steel or wood line post {wood post shown) II II II II II II PLAN Flate plate washer Flats plate washer ¾" Anchor Cable See Note 6 2" Std alv 12,375" ODI In 2¾" Dia hole 11 l 0 1 1 1 See End It Detail 1 '--r' ---+-_J :,....___ 2 " DI C h Lf-___ _, __ _, 4 a one Anc or \ 3" Typ----1 I-See Note 8 6" X 6" -W2.9 X W2,9 welded wlre fabric hoop ELEVATION 16"---4- Anchor ll See Note 6 Ground line CABLE ANCHOR ASSEMBLY (BREAKAWAY, TYPE B) 6" I I I I I I L ___ ..J 6" x 8" x 1'-2" OF block ~- Shelf Ar:gle I l'-Q"f I , Wood Term!na! Posts See Note 6 o Q_ o __ o Strut and assembly See Note 6 yoke PLAN 6'-3" 0 0 0 T ermrnal Sect Jon Type M See Note 6 1'-4" Anchor Plate See Note 6 End post for Cable Anchor Assembly (Breakaway, Type BJ 611 x 8" x 5'-4" DF PL 811 X 8" X %" Ground l!ne I I ~ Cut washer END PLATE DETAIL 3" 17 DIST COUNTY 12 Oro ROUTE 55 POST MlLES TOTAL PROJECT 0. 5/1. 4 J;J~E-~';P& REGISTERED C!VIL ENGINEER February I 5, I 996 PLANS APPROVAL DATE Tha stata r;t CQ/lforrla or Its cfflcers « agcnls stKJIJ net be responsible for tha ~ or oomp/lJtemss r;f IJ}ecfror,Jo copies r;t /tis pion shrn. 30 To accompa01 plans dafed __ ~5,__--"4,_-,_9.,_8 ____ _ ¾"XI" Slotted Hole Extend bolt through post and block and shelf angle but not through rail. l!ne 31/,'' holes--~ Steel Tube Anchor See Note 6 J Liv," ANGLE ELEVATION ANCHORAGE ASSEMBLY (BREAKAWAY, TYPE M) SHELF BREAKAWAY POST See Note 5 <Post Nos. 3, 4, 5 and 6) NOTES I. For typical use of anchor assembly (Breakaway, Type Ml, see Revised Standard Plans RSP A77D and RSP A77E. 6'-3" 6" x 8" x 5'-4" DF osts with 6" x 8" x t'-2" DF blocks 6'-3" R•l20' R=66' 6'-2" See Note 4 2. Cable anchor assembly (Breakaway, Type BJ Is typically used on the tra!l!ng end of guard ra!Hng for embankment lnstallatfons except two-way road beds less than 60 feet !n width. 3. Minor adjustments to post spac!ng and offsets may be required to flt f!eld conditions. .,..24" Dia ~Cone Ftg See Note 7 Steel or wood line posts typlcal post spacing 6'-3" 62'-I" Min 6'-3" Regular i Une Pos+s I I I I I i 7N ' LJ N N ' i I C I ',i I I 0 i ' ,,., I I - ' I or/ I I Pavement ' Ground Une ' l • D , ost No. 8 0'-1" 6'-3" I 11 ' ' I I I I I i I I I I I I I /'-... u Post No. 7 , 4'-2" 4'-1¾" \0'-4" 37'-i" -o'-B" Tangent line projected from the face of the iast two post blocks ln the straight section of ralllng !--~E~x~t~•~n~d_8~v~·,1~t~s_T~h~,r~o~u~g~h_P~o~s~t~o~n~d~Bl~o~c~k~b~u~·t~n~o~t~Th~r~o~u~g~h~R~o~ll_,1 4'-2" . 4'-i%~·-•+--•1'-8.IL~.---.~•~---~'-,2_" -----+-· 5'-! I 1/z" I 0 . .., r -j s'reakawav Post:.. ----- 4'-0" .,. I 4. The roll element connecting post numbers I, 2 and 3 hos a compound bend with a radius of 37 feet between post numbers I and 2, and a rcdlus of 65 fest between post numbers 2 and 3. The rodlus changes at post number 2. 5. Shelf angles to support the roll element shall be Installed on post numbers 2, 3, 4, 5 and 6 of the flare. 6. For detalls of the Terminal Section Type M, wood terminal posts, steel tube anchors, soll plates, beorlng plates, and strut and yoke assembly, see New Standard Plan NSP A77GA. For deta!ls of tt1e anchor plate and ¾Inch cable, see Standard Pion A 77H, 7. For tralllng end of guard ra!l adjacent to one-way roadway omit term!na! section. 8. For concrete anchor, form socket Jn concrete to rece!ve 6 inch x 8 lnch post or place concrete around 6 Inch x 8 Inch post wrapped wHh one layer of ½Inch thick expanded polystyrene fo<1m sheeting. Do not noll polystyrene to post. Post to be centered Jn conc:0te footing. 9. Direction of traffic Indicated by ~~ o"-..t:::.· -1, _,, 0 . ------~ ~ I' I ' I I ,- i I I I 11 ! I I I I I I I I .! I I ;,,,,,.! l 1"'1 I I I I I ' ' i ' I ' I i ' I ' I •,~ . p , .... o -e 1 ost No. 6 ~___, , Oot No. :::i I_J ELEVATION APPROACH FLARE AND END ANCHORS I I ' I 1"· ' I ' i I I I I ~--Post ~,o. "I L _, Post No.3 ' ........__ r=-lp I ... N... I I ; : \___ Post , ;, I No.2 , ,, I I .., fi I I I I I I I I I I I I I I I I i I I I I I / I I I : ost No. I ST ATE OF CAUFORN!A DEPARTMENT OF TRANSPORTATION GUARD RAil END ANCHORS (BREAKAWAY) NO SCALE I I : I I 1 I_..., LJ I ASP A77G DATED FEBRUARY 15, 1996 SUPERSEDES STANDARD PLAN A77G OAT~D '---------· 7------------1 JULY I, 1992 -PAGE 32 OF THE STANDARD PLANS BOOK DATED JULY i 995. fa';."eho'l:-a:i;,e-P;~{-;,;t/ _R_E_V_I_S_E_D __ S_T_A_N_D_A_R_D __ P_l_A_N __ R ___ S_P __ A_._7_7_G--j "' -I C ,, ... ► z ::x, "' ,, ► .... .... C) I I 1 7 5-4-98 DIST I COUNTY 7 ROUTE I roYii1P~hSE/cr lsH~g.11sWElt~ To accomparr; plans dated 127 Ora 7 55 I 0. 5/1. 4 I 30 I 30 Olrectlon of travel ---':f;~ E $~ "9""'" --1 f--2• Max REGISTERED CIVIL ENGINEER -'-f~ 'I "' Edge of traveled way ~ 8 8 -/g OonolQ._E. Fogle 'i., -8 8 May 29, 1996 ~ No. C34637 i1) 0 / T emporory rallfng lType Kl PLANS APPROVAL DATE +-Type P_---......, /' ~18 88 2'-6" Min or fixed obstacle • Exp.~)0-95 • I- "' Marker 200 200 400 700 8 8 8 8 . 'z, :~:a:e,.,~; ir:o:::~1;;.,i: r:,.r~f,/0'/:;urocy ¾ CIVIL ~ Panel \__ or completeness of electronic cop/es af /his pion ~ OF U\..\~ st.eel. Edge of shoulder} .,. s 7• '-Existing dike, curb, wall, barrier, toe . '-188 of cut slope or top of flll slope ARRAY 'TG' NOTES !APPROACH SPEED 45 MPH OR GREATER I PLAN !. @)xx !nd!cates module !ocatlon and weight of sand ln pounds for each module. Modules 2. All sand we!ghts are nom!na!, ~6" -i I---Max I 3. A single row of modules slm!lar to those shown for array 'T J' shall be used only In locatJons where there wlll be traffic on one s!de of the temporary crash cushion array. and for speeds less than 55 mph. Direction of travel -Pallet _c-41/2" Max 4. If the flxed obstacle or approach end of the way""""J temporary ralllng Is less than 15 feet from the Edge of traveled --1 1--· 2' Max '-Roadway surface T edge of traveled way, a temporary crash cushion "' Is required. -Type P 8 8 8 - 0 Marker /, / Temporary ral!lng (Type Kl ELEVATION +-Panel ------------. 2'-6" Mlrl_.,. or fixed obstacle 5. Temporary crash cushion arrays shal! not (,I) "' 700 8 8 8 'z, encroach on the traveled way. --1 \_ ,I CRASH CUSHION PALL-ET DETAIL 6. Arrays for median shoulders shall conform to detalls C shown on th!s p!an for outside shoulders. • Edge of shoulder___/ -::i. ? '-__ Existing dike, curb, wall, barrier, toe 7. Place P marker panel so that the bottom of the panel "ti rest upon the pallet and faces traffic. I"" of cut slope or top of fHl slope )> 8. Refer to Standard Plan A 73B for marker deta!ls. ARRAY 'TH' z 9. For approach speed of 55 MPH or greater and shoulder !APPROACH SPEED 40 MPH DR LESSJ widths iess than 8', oppropr"iute cr-os!i cushion (FOR SPEEDS GREATER THAN 40 MPH USE ARRAY 'TG') protection shall be provided at flxed obstacles and at :x, approach ends of temporary ralllng. The specific type of crash cushion protection shall be as shown on the (,I) project plans or specified !n the Speclal Provisions, or lf not shown on the project plans, or specified !n "ti the Speclal Provisions, shall be as approved by the Engineer. --1 10. Array 'Tl' has been deleted. N Direction of travel~ "' Edge of traveled way_..,/ C --l 1---2' Max / Temporary ralllng (Type Kl 0 .c Type P ·.I--or fixed obstacle +-88888888\ 2'-6"Mln • Marker \ • Panel © ..., Edge af shoulder_/ '.? I I I I s I I 35 MPH Maximum ' STATE OF CALIFORNIA 4S MPH Maximum Exlst!ng dike, curb, wall, barrier, toe DEPARTMENT OF TRANSPORTATION ' of cut slope or top of flll slope TEMPORARY CRASH CUSHION 54 MPH Maximum SAND FILLED ARRAY 'T J' NO SCALE RSP T2 DATED MAY 29, 1996 SUPERSEDES STANDARD PLAN T2 DATED (APPROACH SPEED LESS THAN 55 MPH! JULY I, 1992 -PAGE I 16 OF THE STANDARD PLANS BOOK DATED JULY 1992. I REVISED STANDARD PLAN RSP T2 I I I I