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HomeMy WebLinkAboutR_5978_SX X X Sheet No. INDEX OF SHEETS I 2 3 4-1 I 12-1 5 16 17 18 19-20 21 22-27 28 29<?.2 33 34-41 42-47 48-56 57-60 61-71 72-74 75-79 80-81 82 83 84 85-86 89 90 91 92-99 100-106 107-108 109 110. Tille and Location Mop Typical Cross Sections Standard Pion List Layout Plal1 Profile and Superelevotlon Diagram Stage Construction Plan ot Moc Arthur Blvc!. Undercrossing Jamboree Rood Detour Birch Street Detour Campus Drive Detour Embankment Settlement Pion Street Plans Embankment Site, Contour Grading, Irrigation Crossovers and Fence Pion Contour Grading, Irrigation Crossovers and Fence Pion Index of Drainage Plans Drainage Layout Drainage Profiles Miscellaneous Drainage Details Drainage Quantities Relocate Water Main Plan Analysis of Controct Quantities Utility Pion Sign Locations Construction Areo Signs for Detour ot Jamboree Rood Construction Area Signs for Detour ot Birch Street Construction Area Signs for Detour at Campus Drive Sign Layout ond Location Pion Sign Quantltres Romp Termini Roadside Signs Construction Area Signs Highway Lighting Plan Traffic Signal Pion Traffic Control Systems Pavement Markers Typical Details Pavemtint Marking Template Sizes Beginning of Work Station 180+00.00 CITY The detali.d plam or• Cl porilon of the nwto for ~ Stai. Highway adopted by tbe California Highway Commission oo No~ember 27, l'i,62 cmd d9cknd a FffErHA.Y by 19SOlutlon of the Cal!fornla Highway Commission on Novtmbtr 27, 1962 SheetNo.III-II2 113-1 I 5 l 16-124 125 126 127-133 134-145 146-160 161-170 171-184 1-3 4-8 9-13 14-75 Pavement Markers ond Traffic Lines Typical Details Detour Striping Pion Striping, Metal Beam Guard Railing, Delineator ond Object Marker Plan Striping, Metal Beam Guard Railing, Oelineotor and Object ~,forker Quantity Summaries Retoing Woll No. 213 Revised Standard Plans STRUCTURE PLANS Moc Arthur Blvd. Undercrossing Jamboree Rood Overcrossing 1:lirch Street Cvcrcr:-!:~in~ Campus Drive Overcrossing CROSS SECTIONS Birch Street Detour Campus Drive Detour Jamboree Rood Detour Mainline Cross Sections Bridge No. 55-637 Bridge No. 55-531 Bridge No. 55-636 Bridge No. 55-533 /.. --~ //1/ • MESA ;f " A ~ " AZURE AVE. • " " > • N ·STATE OF CALIFORNIA F-P073(15) DEPARTMENT Of TRANSPORTATION ·PROJECT PLANS FOR CONSTRUCTION ON STATE H.IGHWAY IN ORAl'JIGE COUNTY . IN IRVINE, NEWPORT BEACH AND_ COSTA _MESA FROM SAN DIEGO CREEK TO JUNCTION ROUTE 55 ,-•• ii I I ~ 11f Slan flllS 111111 January, ljl81 • ~ a • ~ • " C 0 u N T y 0 ~ ~ ,. ~ 0 z ~ ~ Io "it ~I • ORCHARD OR • OR. 5 0 p C \tl b c:; Jamboree Rd. 0.C. Br. No. M-531 ~ " 0 " • • ;: , " • ► ~ • " • • 0 • • ► " ZENITH AVE. "" -···-··-·=CJ· .--t5. i-F'=o--=~'=··""'·;u"'~=-:;"'::=··.~=~~=\r=.:\=.,~=:n.:~=:·:!==cc=cc~ ~ 1> ~ /'' (\ ..s, z " • • DOVE Campus Or. O.C. Bf~ No. 55-636 SCALE IN FEET }20po ___ ,~90 ___ ~? ___ ,_?~'--~12po ' ,, h.i • • Le~\i;Jh of Work --:·:· \ ?:-.·. --,;~_. ,_. ·--_-;.r--·~:-· "-'::-'JJJ ••• •· • , > • ;;.:,'!Xi.:1.5'Jt:~' ·-ieiigth of Major Construction = = 2.4 miles 2.1 miles " ii ~ z • • ' ~ CLINTON ST. ==--; l I I ,, i ,,< ,:; • \..E~fl ' 1" \ 1rY ~ Co tl .. ~lt~nn~/ :::.-:.;.,,· . J:'-t BRISTOL 'A 01ST. COUNT'I ROOT[ POST MILI-TDTM. l'IOE:t 07 Ora 73 T3.6IR6.6 l REDUCED PLAN USE SCALE BELOW- I ~ :S INCHES ON ORIGINAL PLAN End of Work j Station 303+00. 00 . .._MtsA ·:-,.~ ...... Contrad No. 07-074584 07209 074581 18 X I ;i ~ X • I~ l <:i ') I ;i .. '- l :l! 11 i ! -; '< "' I~ -Ii i-ii «i ,on D0:11.ti.r, ACliike {TyPeA o.2o'Ac FREEWAY 101 t1-.1 3G 1 5 1 31 431 t::/; 431 .3' 5 1 36' 10' Sfaf,on Z/5+00 fo 2G~+OO cyislinq 10' Typi, I X-Fo// 5-lt:rfi,,n 2G2+80 Tb 30., .. 00 N/13 AC01ke (TYPE A) NOTES -- I. 0/mens,i:,ns oTI/Je ljlp1'c8I Cross Secht>nsr---7~0rs_a~_J_3_~_rc_3_. G-'/_l?...:~...:''..J...:2:.....J.:;18:;:~:,i i ard' svbjecl fo fhe tolen:mce6 speaTi~ in the Sf4ntlord Bp,c1ficot,Ons. 2. Superelevofldn o5 shownpn fh, pldns tJr as tlirecf,u· by file E1:9inur ,s:~-l'IOJKt t9 llfGISTtlBI 01111. &IICJINHII NO /~#--0 DATI .UNC; .Se,olember /.9, /9 B g HIGH SIOE of' SI.IPER -o/W 5' <::,.. ,,, ~ "'-c:;,. ~- ' '\~ ' ex-cavale ond /3ockf'ill wt'lh Selecled M,:der/o/ Sloh'on 200+C!O -lo 208+00 L---·----------·-·-·-·-·-·-·-·-·-----------·------------_J TYPE@ (). 25' Type .8 Aspholf (1J11crde o. 4 s' P11rl!dnd Ct1men f Concrele [Jose I,-_·,·.-:·_.-._._-._, , _ _. 0-~5' Closs J A99r,9of,/iose l.6S •··a· •.:o··· .L_ ·c.: : ':o· .•. : ·.o·. TYPE@ Stafion l:J.3+PG . .JO fo 2/5+00 O. 25· Type .8 Aspholf Ci:1,,crele o.sp'clt7ss 2 A99re9ale 0'1s,, TYPE3 RAMP J·2 TYPICAL 1,fi;c,!:Z:~.0~.L0d.i,,. Vor Clos, J A99re9al, /J'1H Pr,,file'\ /.~5' •• ?: •,/· _-:•o:. ·: arq,te 5% Vo;-L "" ·"" . 0: .o .• * % ~=---------- ........ , TYnA2-8 Curb ,,.-,_ '::':..) ....... J ,~;r 2·.,vor ~ -----7iv~,: '4" o.zo'Ac ---------------~~ TvnA2-8 Cvrb A88REVIATION5 AIIP SYMBOLS AC .Dike (TyPE A) , , . 4,8, Var RAMPS J-1, B-1 anti B-2 CROSS SECTIONS NO SCAlC ~-Choker; 4,1 i. F/ofler AC· Aspholf CMcrde Vor-Vt1rit1ble SllfH-S11pere/eyofion lrisf· Exis-l1n9 J-Fol!-Cr/JBS Foll ~ <".;..,. Shld • Shoulder "%_.. PCC -Porl!and Ct?menl CMcrele .x" . ~ l REDUCED PLAN USE SCALE BELOW ~ J 3 INCHES ON OfflOlNAL PLAN FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES GENERAL ROAD WORK D 097-E CSP Coupling Details No. 4 • Positive Joint • D97-F Reinforced Concrete Pipe or Non-Reinforced Concrete - □ A35·A P.C.C. Paving Details Pipe Standard and Positive Joint 0 A35·B Approach Slab • D98-A Standard Inlet Structure Shoulder Installation Details ■ A62·A Excavation and Backfill Miscellaneous-Limits of Payment and Details of Slotted Drain Connections ■ A62·B Excavation and Backfift Bridge Surcharge and Wall· • D98·8 12" Thru 24" Slotted C.S.P. Drain Details Limits of Payment • D98.C Attemate Hinged Cover for Type OL and OS Inlets • A62.C Excavation and Backfill Bridge-Limits of Payment and Trash Rack for Type OCP Inlet • A62·D Excavation and Backfill Details Concrete and Asbestos • D 098-0 Subgrade Drain Detail Cement Pipe Culverts ■ N8·A Curt::ls and Driveways 0 A62·E Excavation and Backfill Details Reinforced Concrete ■ N8·B Wheelchair Ramp Details No. 1 Box and Arch Culverts 0 N8.C Wheelchair Ramp Details No. 2 ■ A62·F Excavation and Backfill Details Metal Culverts 0 A73 Type Ill Barricade, Dikes and Road Intersections ■ A74·A Markera and De1ineatOfS □ A74·B Survey Monuments BRIDGE 0 A75-A Concrete Barrier Type 50 □ A75-B Concrete Barrier Type 50 • 8Q-1 Bridge Details 0 A77·A Metal Beam Barrier • 80-3 Bridge Details □ A77-B Metal Beam Barrier • 80-5 Bridge Details 0 A77.CS Metal Beam Guard Railing, Steel Post • B0-13 Bridge Details ■ A77.CW Metal Beam Guard Railing, Wood Post D Bt-11 Closure Wall Details • Box Girder 0 A77-0S Guard Rail Anchors, Steel Post D 82·1 Pile Details • Class 45· 1 and Class 45·2 0 A77·DW Barrier and Guard Rail Anchors, Wood Post D 82·3 16" Cast·ln•Drilled·Hole Concrete Pile 0 A77-E Cable Anchor Assembfy (Breakaway) D B2·5 Pile Details • Class 70 0 A77-F Thrie Beam Barrier D 82-6 Pile Details • Class 45· 1 C and Class 45-2C D A77-G Thrie Beam Barrier D B2·8 Pile Details • Class 70C ■ A78-A Chain Link Fence D 82·9 Load Test Anchor Pile Details 0 A78-B Barbed Wire and Wire Mesh Fences • 83·1 Retaining Wall -Type 1 H = 4' • 30' ■ A79-A Guard Rail Flares D B3·2 Retaining Wall • Type 1 H = 32' • 36' 0 A79-B Guard Rail Flares and Miscellaneous Guard Rail Details • B3·3 Retaining Wall • Type 1 A ■ A79-C Guard Rail Connections to Bridge Rails, Retaining Walls D B3·4 Retaining Wall • Type 2 and Abutments D B3·5 Counterfort Retaining Wall -Type 3 0 A79-D Guard Rail Connections to Bridge Sidewalks and Curbs D 83-6 Counterfort Retaining Wall -Type 4 0 ABO Emergency Passageways D 83-7 Retaining Wall • Type 5 □ A81 Obstruction Deflectors and Barrier Transitions ■ 83-8 Retaining Walt Details No. 1 □ A83 Portable Scale □ 83·9 Retaining Wall Details No. 2 0 A84 Platform Scale Installation, Typical (Freeway) □ B3·11 Retaining Wall Type 6 • 6' Max. □ C7-A Reinforced Concrete Crib Wall Types A. 8, C and D • D 86·1 T-Beam Details Construction Details D Bfr,J U!1lity Openings· T-Beam ■ BB-21 Joint Seal Details □ C7·8 Reinforced Concrete Crib Wall Types A, 8, C and D • ■ B7·1 Box Girder Details Design Data ■ 87·5 Drain Details □ C7.C Reinforced Concrete Crib Wall Types I, II, Ill, IV, V, VI, ■ 87·6 Drain Types D-1 and 0-2 . 1/11, VIII and IX ■ B7-10 Utility Opening • Box Girder 0 C7·D Reinforced Concrete Crib Wall Types X, XI and XII ■ 87-11 Utilities Details □ C7-E Reinforced Concrete Crib Wall Header and ■ 88-5 GIP Prestressed Girder Details Stretcher Details 0 811·7 Chain Link Railing □ C7-F Reinforced Concrete Crib Wall Design Data • ■ B11·30 Temporary Railings Types t thru XII D 811-47 Cable Railing 0 CS·A Steel Crib Wall • Construction Details D B11·51 Tubular Hand Railing 0 C8·8 Steel Crib Wall • Design Data D 811·52 Chain Link Railing Type 7 0 C&C Steel Crib Wall • Design Data D B11·53 Concrete Barrier Type 25 D C9-A nmberCrib Wall Types A, B, C and O.Construction Details ■ 811-54 Concrete Barrier Type 26 0 C9-8 Timber Crib Wall Types A. B, C and D -Design Data D 813-1 Slope Protection Detail No. 1 ■ 072 Drainage Inlets -OS, OL, GOL □ 813-2 Slope Protection Detail No. 2 ■ 073 Drainage Inlets-G1, G2, G3, G4, GS, G6 D 814·1 Structural Steel Plate Vehicular Undercrossing ■ 074 Drainage Inlets -GTl, GT2, GT3, GT4, GO, GOO D 814·2 Structural Steel Plate Arches □ 075 Pipe Inlets ■ 814·3 Supply Line and Communication and Sprinkler Control ■ 077-A Grate Details Conduit (Maximum Pipe or Conduit Size=4") ■ 077-8 Bicycle Proof Grate Details 0 D78 Gutter Depressions 0 D80 Single Box Culvert SIGNS, SIGNALS & LIGHTING □ 081 Double Box Culvert 0 D83 Box Culvert Miscellaneous Details OVERHEAD SIGNS· TRUSS 0 D84 Box Culvert Wingwall, Types "N "B" and •en □ 085 Box Culvert Wingwall, Types •on and "En D SH2 Overhead Signs, Truss. :nstructions and Examples D 086-A Box Culvert Warped Wingwalls D S2-11 Overhead Signs, Truss, Single Post Type, Post Type II D 08&8 Pipe Culvert Headwalls, Enctwalls and Warped Wingwalls thru VIII 0 08&C Arch Culvert Headwalls, Endwalls and Warped Wingwalls D S3·11 Overhead Signs. Truss, Two Post Type, Post Type I-S □ D87·A Overaide Drains thru VII-S □ 087·8 Overaide Drains and Underdrains D S4·6 Overhead Signs, Truss, Single Post Type, Structural 0 D88 Construction Loads on Culverts Frame Merr,bers □ D89 Pipe Headwalls and Strut Details D S5·6 Overhead Signs, Truss, TwO Post Type, Structural 0 D90 Pipe Culvert Headwalls, Endwalls and Wingwall Types Frame Members "A", ·a~ and "C" D SB·B Overhead Signs, Truss. Structural Frame Details 0 093 Drainage Inlet Riser Connections D S7·8 Overhead Signs, Truss, Frame Juncture Details 0 D94 Flared End Sections 0 SBA Overhead Signs, Aluminum Frame Removable Sign 0 095 Coocrete Arch Culverts Panel Frames D 096 Pipe Riser with Debris Rock Cage D S88 Overhead Signs, Truss, Removable Sign Panel Frames □ 097-A CSP Downdrain Coupling Details D S8B·A Overhead Formed Panel Details for Mounting on ■ 097·8 CSP Coupling Band Details No. 1 • Standard and Removable Sign Panel Frames Positive Joint o sac Overhead Signs, Truss, Sign Panel Mounting Details ■ D97-C CSP Coupling Band Details No. 2 • Standard and Laminated Panel, Type A Positive Joint □ SBC-A Overhead Formed Panel Details for Mounting on 3 ■ 097-0 CSP Coupling Details No. 3 -Standard Joint Overhead Sign Truss (New) 0 S8D 0 S9-12 □ S1~9 □ S11-10 0 S13-10 0 S14A·5 D S14B-4 D S15·8 D S16·7 D S17·8 ■ S18A·B D S18B·7 0 S20A·7 0 S208-9 □ S21-4 D S22·2 D S23-4 D S24-4 D S25·4 0 S26·5 0 S27·5 D S28·5 D S29·4 D S30-6 □ S31·3 □ S32-4 D S33·4 D S34A·5 D S39-6 D S40A·1 □ S40B-1 □ S40C·1 □ S40D·1 D S40E-1 D S40F·1 □ S40G-1 D S40H·1 D S40I·1 D S40J·1 D S40K·1 D S40L·3 D S40M-1 0 S40N Removal Sign Panel Frames 11 O" and 1 20" Sign Panels Overhead Signs, Walkway Details No. 1 Overhead Signs, Walkway Details No. 2 Overhead Signs, Walkway Safety Railing Details Overhead Signs, Truss, Pile Foundation OVERHEAD SIGNS • LIGHlWEIGHT Overhead Signs, Lightweight, Balanced-Single Steel Post Connection and Mounting Details Overhead Signs, Lightweight, Balanced-Single Steel Post Details Overhead Signs, Lightweight, Type A. Connection Details Overhead Signs, Lightweight, Type B, Connection Details Overhead Signs, Lightweight, Type C, Connection Details Overhead Signs, Lightweight. Sign Panel Mounting Details, Laminated Panel, Type A Overhead Signs, Lightweight, Light Fixture Mounting Details Overhead Signs, Lightweight, Post Details Overhead Signs, Lightweight, Foundation Overhead Signs, Box Beam, Instructions and Examples Overhead Signs, Box Beam. Two Post Type Frame Membera Overhead Signs, Box Beam, Two PostType Frame Details Overhead Signs, Box Beam, Two Post Type Cantilever Frame Details Overhead Signs, Box Beam, Two Post Type Frame Juncture Details Overhead Signs, Box Beam, Two Post Type Post Details Overhead Signs, Box Beam, Single Post Type Frame Membera Overhead Signs, Box Beam, Single Post Cantilever Frame Details Overhead Signs, Box Beam, Single Post Cantilever Frame Juncture Details Overhead Signs, Box Beam, Single Post Cantilever Post Details Overhead Signs, Box Beam, Single Post Butterfly Frame Details Overhead Signs, Box Beam, Single Post Butterfly Frame Juncture Details Overhead Signs, Box Beam, Single Post Butterfly Post Details Overhead Signs, Box Beam, Sign Panel Mounting Details, Single Sheet Sign Panel OVERHEAD SIGNS· BOX BEAM CLOSED TRUSS ALTERNATIVE Overhead Signs, Box Beam and Closed Truss Alternative Foundation Overhead Signs, Box Beam, Closed Truss Alternative, Two Post Type Frame Members Overhead Signs, Box Beam, Closed Truss Alternative, Single and Two Po_st Type General Frame Details Overhead Signs, Box Beam, Closed Truss Alternative, Ribbed Sheet Metal Details Overhead Signs, Box Beam, Closed Truss Alternative, Two Post Type Frame Details Overhead Signs, Box Beam, Closed Truss Alternative, Two Post Type Frame Juncture Details Overhead Signs, Box Beam, Closed Truss Alternative, Two Post Type Post Details Overhead Signs, Box Beam, Closed Truss Alternative, Single Post Type Frame Members Overhead Signs, Box Beam. Closed Truss Alternative, Single Post Cantilever Frame Details Overhead Signs, Box Beam. Closed Truss Alternative, Single Post Cantilever Frame Juncture Details Overhead Signs, Box Beam, Closed Truss Alternative, Single Post Cantilever Post Details Overhead Signs, Box Beam, Closed Truss Alternative, Single Post Butterfly Frame Details Overhead Signs, Box Beam, Closed Truss Alternative, Single Post Butterfly Frame Juncture Details Overhead Signs, Box Beam, Closed Truss Alternative, Single Post Butterfly Post Details OVERHEAD SIGNS • TUBULAR Overhead Signs, Tubular, Instructions and Examples 0 S40P Overhead Signs, Tubular, Single Post Type Layout and Pipe Selection D S40Q Overhead Signs, Tubular, Two Post Type Layout and Pipe Selection 0 S40R Overhead Signs, Tubular, Structural Frame Details No. 1 0 S40S Overhead Signs, Tubular, Structural Frame Details No. 2 □ S40T Overhead Signs, Tubular, Foundation Details ROADSIDE SIGNS D S41·3 Roadside Signs, Typical Installation Details No. 1 ■ S42-I5 Roadside Signs, Wood Posts, Typical Installation Details No. 2 □ S43·A Roadside Signs, Timber Poles, Typical Installation Details No. 3 □ 543-B Steel Post, Typical Installation Details ■ 544-7 Roadside Signs, Typical Installation Details No. 4 TRAFFIC SIGNAL and HIGHWAY LIGHTING DETAILS • ES·1A Traffic Signal and Highway Lighting Details, Symbols and Abbreviations • ES·18 Traffic Signal and Highway lighting Details, Symbols and Abbreviations • ES·2A Traffic Signal and Highway Lighting Details, Service Equipment 0 ES-28 Traffic Signal and Highway Lighting Details, Service Equipment • ES·2C Traffic Signal and Highway Lighting Details, Service Equipment • ES-20 Traffic Signal and Highway Lighting Details, Service Equipment • ES·3A Traffic Signal and Highway Lighting Details. Signal Heads and Mountings • ES·3B Traffic Signal and Highway Lighting Details, Signal Heads and Mountings • ES·3C Traffic Signal and Highway Lighting Details, Signal Heads and Mountings ■ ES·30 Traffic Signal and Highway Lighting Details, Signal Heads and Mountings □ ES·4A Traffic Signal and Highway Lighting Details, Controller Cabinet Details • ES·48 Traffic Signal and Highway Lighting Details, Controller Cabinet Details ■ ES-4C Traffic Signal and Highway Lighting Details, Controller Cabinet Details • ES·SA Traffic Signal and Highway lighting Details, Detectora • ES·SB Traffic Signal and Highway Lighting Details, Detectora • ES-SC Traffic Signal and Highway Lighting Details, Detectora • ES-50 Traffic Signal and Highway Lighting Details, Detectors TRAFFIC SIGNAL and LIGHTING STANDARDS • ES-GA Traffic Signal and Lighting Standards, Type I Standards and Pushbutton Posts • ES-68 Lighting Standards, Types 14, 15 and 21 • ES-BD Lighting Standards, Types 30 and 31 D ES-6DA Lighting Standards, Type 32 D ES-BE Lighting Standards Types30 and 31, Base Plate Details D ES-6F 1 O Degree Lighting Standards D ES-6H 1 O Degree Lighting Standards Details D ES-6J Traffic Signal and Lighting Standards Case I Arm Loading, Wind Velocity"" 70 MPH Arm Lengths 1 5' to 30' • ES·6K Traffic Signal and Lighting Standards Case 2 Ann Loading, Wind Velocity= 70 MPH Arm Lengths 20' to 30' D ES-6L Traffic Signal and Lighting Standards Case 3 Arm Loading, Wind Velocity= 70 MPH Arm Lengths 20' to 45' • ES·BM Traffic Signal and Lighting Standards Case 4 Arm Loading, Wind Velocity= 70 MPH Arm Lengths 25' to 45' D ES·BN Traffic Signal and Lighting Standards Type 40-0-80 D ES-60 Traffic Signal and Lighting Standards Case 1 Arm Loading, Wind Velocity= 80 MPH Arm Lengths 25' to 30' D ES-6P Traffic Signal and Lighting Standards Case 2 Arm Loading, Wind Velocity=BO MPH Arm Lengths 20' to 30' □ES-60 Traffic Signal and Lighting Standards Gase 3 Arm Loading, Wind Velocity= 80 MPH Arm Lengths 20' to 45' □ ES-SA Traffic Signal and Lighting Standards Case 4 Arm Loading, Wind Velocity= 80 MPH Arm Lengths 25' to 45' □ ES-6S Traffic Signal and Lighting Standards Details No. 1 ■ ES-6T Traffic Signal and Lighting Standards Details No. 2 0 ES-6U Slip Base Insert for Type 1 o and 15 Lighting Standards To occomponyplons dof~d Sepfember 19, /9~83-• jDJSTRICT I COUNTY I ROUTE I rOTA~ p~Jir l sicco' ISHEE L I 07 Oro I 73 I T3,t;/R,.t; I 3 I 18~ 0 ES-6V ■ ES·7A ■ ES-78 ■ ES-7C ■ ES-70 ■ ES-7E ■ ES-S ■ ES·9A ■ ES·98 ■ ES·10 ■ ES-11 D ES·12 ■ ES·13 0 ES·15 ■ ES-16 □ ES·27A D ES-278 0 ES-28 Left Tum Signal and Sign Standard Type 33 Traffic Signal and Highway Lighting Details, Electrical Details Structure Installations Traffic Signal and Highway Lighting Details, Electrical Details Structure Installations Traffic Signal and Highway Lighting Details, Electrical Details Structure Installations Traffic Signal and Highway Lighting Details, Electrical Details Structure Installations Traffic Signal and Highway Lighting Details, Electrical Details' Structure Installations • Traffic Signal and Highway Lighting Details, Pull Box Details Cantilever Flashing Beacon Details, Types 9. 9A. 98 Cantilever Advance Flashing Beacon Installations, Types 9, 9A, 98, • Details Traffic Signal and Highway Lighting Details, lsolux Diagrams Traffic Signal and Highway Lighting Oetaits, Foundation Installations Pedestrian Undercrossing Fluorescent Lighting Fixture Traffic Signal and Highway Lighting Details, Wiring Details and Fuse Ratings Pedestrian Overcrossing Fluorescent Lighting Fixture Mercury Sign Lighting Equipment EXTINGUISHABLE MESSAGE SIGN Extinguishable Message Sign, 1 O" Letters Extinguishable Message Sign, 1 O" Letters Extinguishable Mes.sage Sign and Flashing Beacon Installation FWORESCENT SIGN LIGHTING DETAILS D ES-30 □ ES-31 □ ES·32A □ ES-328 ■ ES-33 36H Fluorescent Sign Lighting Equipment 72" Fluorescent Sign Lighting Equipment Fluorescent Sign lighting Equipment Fluorescent Sign Lighting Equipment Internally Illuminated Street Name Sign l REDUCED PLAN USE SCALE BELOW. I ~ 3 3 INCHES ON ORIGINAL PL.AH ::J STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLANS LIST (January, 1981 Edition) The Standard Pion sheets indicated by a marked box ore applicable to this CONTRACT NO. 07-074584 X • "' !~ , 1 ~ j ~ l <:I ! ") NO. I< "' it 1 50tJ' 2 20001 ~ f~ ! ~ ',i ! 'i 3 SOO' '< -~ ·~ ' J ~ ~ • A-I " ~ ~ .-; x~ ~2~ 4_) 7: ~<".· '~ -,,-"" ' ' ............... '3?--.. ........ ', ' ........................... ................... .............. ----,, ' ' ' ' ' ........ -..:-............. ' CORVE DATA .1 39°/813/1 ' 5°/.912711 52"16'41" T L R.P CtJOR. '343.tJ3 178.58 'N54447U,/ E StJ9S4/.Ct1 92.99' !85,fj5 543186,6! 508668.P< Z45.2£3 '4.56.07 5444£35.tJB 509677.23 I I I I I I I I I X 0 L REDUCED PLAN USE SCALE BELOW- I 2 3 I I ~ 3 INCHES ON ORIGINAL Pl.AH --I For R/9/Jf of" Woy /11/'Prm,,l/o~ See Righi of" Woy Mops o,, r11/e ,i,lhe Oislricl 0/"fti:e 7 Oro 73 PROJECT E IN~ ReG,snREO CIVlt !NGl~EI NO /~8,10 oAJe APPRoveoSepfember /9> 198.3 X LAYOUT PLAN Scet/e /'~so' Shi I or8 X 'fype@j· 'Type (l)< i\ 210 pi' 5 ,' O ;tt•tOOO' 4-I X \ \ I I \ I I I ."?s, 0() -c • r=-r-=:-.--------,----,----,C=-U-Rr-V£_,-D_A_T._:4 _____ ~ X ,•' NO R b T L R. P COOR. I 1000' 20°06'$2 !7l3/ 35tl.97 11546/ZS-.3/ £50930/3.08 2 2 000' /7°07'33" 30/./5 59l80 546.980. 71 5!tM51-ZO 3 /5017' !7°07'53" 22!;:/J: 448.1. 546546.78 50995/.G,3 4 2000' B0 35'23" 150.ztf 29.9.94-54-70.90.4B 51tJ122. 75 5 l50' 260'tl7b6" l7tH. 6/Jtl99 545522.46 509141. 03 6 35' 9/0/7'3!' 35.0' 55.71' 545623.29 508870.()8 7 5' 88~Z'2.l' 4.89 7.74' 545365.,!3 508686.96 35' 79'3{;'37" 29.17 48.63 545225.44 508757-40 9 5' 99'23'02" 5.89 8.67' ?°45289,96 508774.92 / Rdt1inin9 Wtllf N!? 213 ~ . SeeWt1l!PLAN AC Dike ( ly,Pt' A) -~ -II) /'E-.ROUTE. 8 9 4\ 73. Type@·;•, FREEWAY + ttO < d /'.,a ~ Ct PROJECT ENGIElt / RfG!STfREO CiVll ENGINUI NO (2@f0 o ... 1E APPRovm Sspfemb4r ;g, 1983 REDUCED PLAN USE SCALE BELOW-t: I ~ 3 ll~ES OH ORIGINAL PLAN X Sh SMI + + I 2 !3M/ ::.i i;:; ii; LAYOUT PLAN ? G ' .~ .... _ ,. & l • j~ , l I"' l <lJ l l{j -; .. j~ '-. ~ ' :,; ! ~ ' li: ' 'i " " j~ ... _ ' ~ i ~ . . i "' l ~ ,; I I I I I I I I I I I I I I / I L: I ~I "'t I I t: I >< ~i ~ I (Su STREET PLAN 4 V) I for De/dils I \ REDUCED PLAN USE SCALE BELOW. l I * 3 ~ INCHES OH ORIGINAL Pt.AN _::j 7 t:Jra 1 PROJfCT fNG ff REGISTERED CIVIL ENGINEEI NO f,ra-,e, DAH ,movw Sepfembsr /91 /983 ---------------------------------------------------___ .... ,, ____ ----------------------------------------------· - -~- -+ 2 ~ -~ "" Type@<_ -..._ \(\ l(\ + ----------------+ J 4 225 " .._ "1 I{) -~ <I\ BRISTOL AC Dike(7"ypeA) Shld -=:::::! S-BOllNP Shld i ROUT£ 73 --+ 7 8 ~ Shi,:/ N-BllLINO t::=- Shld AC Dike(TypeA) /75 10 FREEWAY iio ST /./-251349.!_'nlJike 170 ----~------?----------------------------------------- , Sh/d ACDike(TypiA) 't/ Shi.I ~I ,I N4,• Z9't,"W /5 -~ • RAMP 7 ti-I ,oo end Dike-----, 'I-~ 8 .,_ -~ o.2o'Ac -~ N 49°2/137" W X Ir, .._ l(\ ~-----------+ -----+-----+-----------.... / Z 3 I 215 6 7 -..._ ·a it, ll) ~ tq ~ ~ ~I , ' .. " -NORrii BR1STOL ST --------------~----------'~--------11--• ----~ --------------------x----------------------------~----\ I I I ; , --------------------------------------------------------- CURVE DATA NQ R T L R.P. COOR_ ,_ /000' 4° 52.'10" 42.52 8499' IY54707G.OB l:50B200.!H Z !500' 82.tG' IG1US' 548/51. G,I. 508 /79,ZG ~OR R£DUCEO PLANS 0 I I I I I I I I I I I I I I I I I I I I I X ror R19M of' Woy lnf'orn,ohon, See R19hf of Woy Mops on f'/Je ,'n lhe Dislricf Ofhce LAYOUT· PLAN Scale !'~so' Shi. .3 ,,, 8 --------------------------ORIGINAL SCALE IS IN INCHES 1 REDUCED PLAN USE SCALE BELOW 7 Ora 1 -.:::. 7 184 CURVE .DATA 0 I 2 3 t: 3 INCH~ ON ORIGIN~L PLAN :::1 PAOJECI ENG EER REG1$HRED CIVll ENGINEER N0_!~8,/() NO R L\. T L R.P COOR. X o ... TE ,,movm .Seplell7.6~r 19, /98,.J • • "' I 5' 2 5' 3 5' 4 5' X 5 5' ,,, 5' 7 5' 13 5' 9 1000' ~1 ' <I) B-1 8 RAMP • /B-1 /Type .!l .• '.. Sh/,1. to "'.ll-"' 90c,00".57 5,001 i.8G' 90°0t>'o4" 5.00' 7.@5' 90°00'47" 5.00' i.85' 89°591/3" 5.00/ 785' £J9"591!it/1 5, 00' 7851 89°58'5/" 5.tJO' 7.85' 90°00'47'' 5.00' 7.85' 89°59 1/3 11 5.tJO' 7.85' //~08"20" 97-5!' 194.4/' ~ " ' ' ,:r7ype ®· .. 11 N54745/.Si 54-749!}. 78 54-7774.46 547726-26 547875".0.9 .547.945".42 .548210. e1 .54814-tJ.54 546712.59 E!it)6238.l3 506/81.99 506417.$5 506474.M 505744.95 505681.45 505.90.9.39 505.972.90 506/50.,n /GtJ+/2.86 BRISTOL /0+00.00 BIRCH )( !53+52.79 BRISTOL /0+00.00 CAMPUS <:> ' ~I 'le) SM/ \!-·····Type 0,,:._ "' ;;;I ~ 7Yf'"0< -=::I S-BtJUND 7ype0~, ==i====c=;::=====================1c======·=======±:.1 ==1---~-IF================,;;:;:;::;;,:===::±=:==I 245+/2.IO RTE.73 ---~-Shld -"~ ' "' -+--+-8 !1 IJ\ N 49°z1'37" w + ➔• + • 240 I 2 ~ • I ----+ _,_2_+0_0_.0_6 +s_,_R_CH--l--1-;,.i;:~:!.....I~-... ----... _1~1. __ R_cz_u_r_E __ r3 ___ F_R_f E w A y --~~~-~ +1----- ~ ~ "' \(\ ·-.s ~ i.i + 1 ~ le\ Shld ·-s x ~ il, "<:, 6 7 8 g !50 I •s::, 2 <: Shld <: =='===~~~========1====================11=== == 11==================='======1 --------l====!===i== Typ<'0<. N-BOUND t=-7ype0,; -'ll "' "' :====~~==~!?i/l3'C:==============::;;:::;~=============11----lt-::===::::;:=================is!?ihJ./<!Si'.'.:::Z::~==lc;:::::::=l -------!---"-------" I~ --------1-------- Type@)-i-AC Dlke(Type A) Type©!>' 9 3 ------------;;--e~1s-roz-----j~'~.--:::::;:::-+-~~=~===--N-49°21-:-ir''-w ---ST ~}J:::::;p ' .j__:_-~!=a=~-----· wdo✓:rRamps !456,------~ 150 (sfdP/am--.,-----< .l)i'fail N9 J NB-S,CgseC/ • ---------1-----,"'-,.70 __ _ --------------------(sidPlons -,, / ----., N8-8,Cosec) \ '\ " I ( ~/45+/Z.Olb N.BRISTOL ii SeeSTREETPLAN 4 I I I /4-+ltJ.tJb BIRCH /5/+72.l3NBRISTtJL , ~ forDd,vls I ~ I !4+09.89 CAMPUS ; .'l! I !:\: I Jnfersecfions, i ~ X I ~ II See STREET PLANS 5 :I, a; • ~ I 'I for De-fd,ls • ~ 0o -s-o__,. I I I I \ \ I \ / I I I I I I I ,,,------- j~ ,,1? ·o'b I I X t I I r ~ 0, ~ LAYOUT· PLAN ! <:I O 0 } ~ ~,/o• "T-s-a scale t"=so' o ror R/qld of' Way lnt'ormohO~ See R1°9hf of' '"~-----------------r-------------------,--;;;;;-;;;;;;;:;---;;:;;:;---;;---;----;----:--,----_:!¼.::'tl:'.-y~M=Q='PS=on:'...'..Tl~lt?:._::in~/,~'h:e~D~1:sl,:;,;~ic:l~O:ff,~1:ce~,---------~S=h:l._.,,.~"=/"~8~J 00R REDUCED PLANS 0 _______________________ --1. ___________________ 1-_-"'°'"'""''""'-''"-'""'"'-"'-" ~"'.c""''-"'"'-'-'..::::==l::::=:::::L=:::::::::'... _ __1 ___________________ L _______________ ~ X --. ~ -·, "I . I- .\ ~'JL. "\ , 4 • • , I ----==r=== _' -w===~~ ,,,,1 ,w<, _ ~ --;?;;,::.: _...--,: ~ 6 cP·sf. 4 c-- ... X 0.20'AC © f<"/600' .:1"' ,,4~'1f/' r, ,,7.4a' l-' t'4-8•' ORIGINAL SCALEPLANS 0 IS IN INCHES FOO REDUCED © R' 4!300' A"' 14•17'4~'' r, 564. 39' u 1,1eJ?. 79· 3 AC Oike. (JypeA) £xis. If w. REDUCED USE SCALE PLAN OL I BELOW I 2 3 INCliES ON ORIGINA~ Pt.AN J Z11 "' _L___ ~ LAYOUT PLA Scale f",,~0 , N S/,16 of 6 X £xi X E:uS. J? W X FOR REDUCED ?LAN$ ORIGINAL SCALE IS IN INCHES 0 2 3 0 t= REDUCED PLAN USE SCALE BELOW I 2 l I 3 ~ INCHES ON ORIGINAL Pt.AN ::l S. Id. t½ Way lnf"ormal/o oy Mtlps M flletnlh n,. See R19hf of " 01slncl tJ/rice -5 ('.* PROJECT r HEH , 0= ,EG!STUm CMl ENGll'IEEI MO. /28,fO DA.TE Afl'ROvro Sepfem I,. v;Jr 1963 --~= N !12" 12 'o7''W LAYOUT PLAN Sca/4 1n;50• Shi 7 of 11 I X 7JJ 2 I 6 X Ex s/ l?/W I I FOR REDUCED PLANS 0 ORIGINAL SCALE JS IN INCHES Exisl CnP11111/ /t:J l(em111i1 !J-t7x/6 l{CB, Approx. !JO Cov4r Sr. 55·186 L REDUCED PLAN USE SCALE BELOW I 2 0 I l 4 3 INCHES OH ORIGINAL PLAN --1 • 2-19 •,f9 !JI E Hie. 5!, £.xi.sl Br. !i~-5.9f1L 'II ror R19hl Pl' Woy /11/'ormalhn, See Rti;hf or Way Maps on Ttl!? inlhe Oislricl i?l/'ice , 3 7 Ora 7!J TS.C/li'C:.C: II 184 s:. ~df :---, P~OJECTINEEII / itEGISTfREO CIVll fNGINm NO. 1~64() 0An:APP10vw Seplember /91 1.993 LAYOUT PLAN Scq/e I'• 50' Sl,f 8 o/ IJ Jl~.' --9 YoK09,:1,w,:r .. ~- 317 223 r,4 192 ~ 4 •!i,~ ~-,fj Sl./rY<!'yoi: Bed,c:/, Jip,-,f {119 J.1.,,.4'?_,,~.,, <f'/(t 700 ,f4~f ~a-sl;oh,"tte,-.,.i-c:hk n'-Rd, ',a,.,,:1:A,ta~Arl/N/r Blv.:t.,:..a-1,,,.;a Wp1ch ~ co;,c,4i:e MA-t"o.~ 60t°e.,, • r':Linj or ro,u~ In PW corn~ 'P ?_24 4f 9.()_ytft cf' f'W-·o/ rat W._ I~ .. "' F098 3 +c;,E> 2 t,;;t9 6 7 8 f 6 1,597 "' 7 8 IS7 85 1908 2.SOZ 4. 937 I 514 zoo I Z .1 4 2.:;;.3 5 04iP .55(4 5-,9 208 6 82I 5413 :2 ,fr,;;8 :2.49I 5.247 U7S8tD 7~1fi,Z 658/ 4. 73 GSG .SZO 8.!!3 87$ 944 I. f!B 960 zoo I Z .1 ; 208 6 7 7 /0/ 4 5413 I 949 556 8 J11mbPrt't' Rd tJelovr frc•!J-1,713 CY bnb• 31,997 CY /0.l.~5 12822 !l.220 6 01 9 e7/ lt'.&9 9 Z!O 973 C,5(t, 90/o G:23 2 Z/'2 I 700 !J Zlt7 I /00 '294 .5 "JG/ 55 I S 36I G.5 470 116 34 "' 564 608 ~18 6 6 '"' .SG6 "' 79 7 7 7 6 a, 7 Orq t/8 f. c>IG 2/8 73 I RCE ,-io. /'2840 "' z., ~ :'.59 a."' "' I ,. 0~ ~ ~ i ::, "' ~ 0 -~ LI.I "' 0:: '!l " 0 62.22 I 52.I -_., -••~u .,.,.,_., 7 l Oro 1 7g I 7',.5.C,/ffi,.C, I,., 1/84 1 3 PROJ~T Jii:,? .. ti -ec e "· 11840 _,._ D""'" ,\~~o\/l"P ?,.:,at"~azb.e.C i"; ~..3 , -~ ~ ----. -- -.---,·--·'i ~- - ~ Eye= ~!i24CY irch S,. o~fot1r=. = I Exe = 542 CY EYC= 825 CY _ Cyc. = 20,, .902 CY - Emb= 38 CY Cmb= • CY EmP= • CY Cmb~ /91 55! CY' = = ·- ' --C ----- -• -il' - ' 2.4(f;'fr, C·y·•eYe "' • ~--"' .. • • ~ " "' ... no 15< ,.,,. 148 ,7., ..,.5 142"" 5/9 I. 7,z,z f 74,:; /4-(4!, ~,s 259 /48 S"'9 /5 7~2 22. ,;:i:9,3 '2. "'44 2 ,2 .. b ~ 9/li 1EmP 2 093 2 70:C;. 3 ~-..:9 :21 ~4-~ 3334 3149 3 147 3 298 3 682 -1. 18I 4 '292 -1-.·+77 4.4-77 +.458 4. 26:!J -1. ;3,Zt) 3 (f..!J '2 94i0 2 i;r;4 2.53S '2. 3/i/5 fZ IS4 2./47 I. c,o,z 92'1> 537 .74 .. a 21, ,. ,.,, o.~t; .. 218 9 no I 2 3 4 225 6 7 8 9 no I • 5 ,f. 255 6 7 8 • uo I 2 g ,f. 24-!J 6 7 U8 -,, ~ .. [§ ~ CD. ,, ,.,, ----.t'--f~ . 5 .., -CL ,,,, -""f1 _____:j::?"Or.: 8~61-~ ~ F ~.PF<, ce ~f. -• .... ~ ~ .. ~ So '-_""1 '/i? $. W curb Br/sl I Sf;or) e-i ~ ~e-~r S-~ Cenfv Line f':''!_ ___ ... _f""" _. _J '3 • -N J t:::::;, . _t'~l-,r·/.lhlll-Sp~ce-. . ----:::-:----Q. ill • ~ -.. .... O:'.j ~ --. --~ 11 ~ I -... .... --.. -! " ::, "' fil r ' ·=tc o.., ~ ~ . ~ --·· IIJ"' .. • C . ------. 0:: => " -_ ... ··--.. -OJ I .. ....... .., • ---- ---c. ± .. --··--. ,._-;,. .. ...... " . .. -...._ -··-I-¼ ~ - ""---"" ----- ., ----·· Sn,Ko9.:?=-n.1 ... ' ~ \ u ' II I,, I\ 11 '-' • • \3 '"· he: . ' ' -"/ C. ' ._ " .-, ... ' = < • -----.. • ~ .... 7 8 9 3 4 15 G 7 8 9 20 I 2 --5 24-I 2 3 ,f. 5 6 7 8 -9 /0 ti 12 /0 2 ,c. ' -..ctl-.. l-1 IN--H IMr1l u-■IC--., I NU I ·': j I I I I 7 . -- Pl~ ~ ,.._,,, Rtp>f #f~ ,,.,;" ·-· - V Co,.,pv~ Pr Oel-t1vr Eye= 24.,693 CY Emb=22,1688 CY __ .-c, •-uT -• I NI--••n• 1 IWITI ! ••••o,,-. uc_.,._, ,,. I urr I I T I I ····-·· J,.... ..•• ··-·-L__ 7 8 9 f/0 I ~ ~~~-..... ~-!~' 8 9 I 2 !I . f /If! -- 265 266 - ---.-, -· --~ , --. /05 -----I--- - 9 • . l/0 l REDUCED PLAN USE SCALE I BELOW 2 I :, INCHES ON ORIGINAL PLAN .,., ...... I 7 1 Ora 1 73 ::.1 RCE 1./0. /284() EARTHWORK .5l/MMARY = L occn'/Pn Ex-cpvc,l/o,, Emlumkm,nf CY CY NoRTH BovNI) /?re 73 5/4(192'25 Pr,d)I, f!f8MO 8<J 7f! 5 4'9. 700 SovrH 8ovNO li'TE 73 S/,,f19,;;25Pr-✓Jlo 21e,oo 62 225 14,521 Ce.~.fTCR LIAIE RrE 7.3 Sf,q. 21$-1-00h 3tJ3NJO 156 702 8'2,118 JAM8PREC RoAo 1,524 !/8 .Jamboree Road Pefour" !H 71!/ !J/997 81Rc/.l SrREcr 542 - Birc.h S-lr-eel Oet'our '20 902 19 55 I CAMPt/5 ORIVE 825 Cam pus On~e .t)e/-ovr 2+69!3 ZZ,666 EmbQnkmenl Sile ii?cl1.1o'in9 5el12c-l Mofer/d/ I? 7,/JOO TOTAL !HJ!, 85 I .347,613 . ' i -' . II L " I " 11 ., ,_ \ -, " • ' ... .,~ C....,UC.f"" ,,,.,. .... Jlir't;...._, Pr.Iii. Grwlf .. S-½.k"'Y"'""" +5 0 An ... --· ,-- 290 I 2 I I I I -· --- i'=c -~ --, -=--f-· ~ ----- ------l--- - 7 ' _ 1_70__ .Z7Z_ JJ 4 l::>. 2 ~£j-~j I I + -- 7 --.1--- ---_ -- -- ----- --r---r--. -t:.-- ------+------· ' 419 418 " 20 I 2 •• _ _:: ~zg_ --"r-·_gz f .3Zr ~ . " JJ . 2lJ.5" -- --·---- ,,., I, ..... 7 I Ora I 73 RC e No /2840 0.1,n APPRovto SeeiemPer 19, l'fB 3 ' ---:--_ :;.r· •• -I-- 6 .32/. • 7 r 1 •'-I 11 I l _L 2/JO " . ' -.1 A.- :,----!JE> ------,6~--ce;------=-·--J~_Jl:""'j_ "'fT ~3: ~ _Jg N J IL ill • z 0 '1 ~ g 11 ~ fil Ow ~ ~ ~ oJ -~ z- /) _L,. LU,,_...,,__~ ~J. I ~L __ "A" • . -+---1 9 /00 I I ,01111 oco,.n.p, ! . tti, 'I' J ';i I t (~ ~ Northbound i.._·Close Alorlhbovnd ldn1s l dvnrJ9 t!recf/on and ~ removo/ of f'p/.$eWork ~ over norlhbt11.1nd lanes~ al Mdc Arlhur 13/vd t/.C. 't 1- SeCTION A-A J,/tJ/ h.Seole MACARTHUR' DETOUR ... -;;~,.·Close Soufhbound M12c Arlhvr Blvd 1'/ dunn9 ereclion ond rem.,v,:1/ of f'dl.sework uver .Sotdhbt1vnd /gnes al Mac Arlhur Blvd UC L REDUCED PLAN USE SCALE BELOW I 2 I I :S INCHES OH ORIGINAL PLAN 7 Oro 73 3 ::J ~-fi~·-PltOJKT. f IN~ RfGIST'ERfO CIVlt matNEU NO. /~840 DATE APNOVEo Sepl~mber 1.9, l.9B3 ~ ------------------------------------------ I. Re-5/ripe Mt?cAr/hur .8/Ytl. pt!r di!fail shown hgr.1on. 2. Cycaven'e and contJlrucf T,,of,n9 and CtJlumn. [illillill] roofinq Col'JsfrucfiOn FOR REDUCED PL.ANS ORIGINAL SCALE IS IN INCHES 0 ------------ OE TAIL Nof -1-" Scale 2 3 205 CllRVE DATA R=l000' A=Z"t7'30'' r= 20.00 l• 39-99 3. Reconsfrucf povt!menf and med/an. +. Remov<!! temport?ry slripe and re-slrip~ Mac Arfht1r 13/vd 5. Erecf and remove f'o/5~work wifh fraf'/ie, defoured as shown h~reon. STA6E CONSTRUCTION PLAN ~ M11c Arfh11r 8/vd l/C Ben/ Al~ 2 llf. eP • 60•---- 84 86 Aloi I ' I I 6 I 87 0 CED PLANS t_ ~Of! REOU E ,s tN INCHES O~IGINAL <;CAL l I I 88 "' REDUCED PLAN USE SCALE BELOW I ~ I ORIGINAl Pl.AN 3 lNCHES ON 3 .:.1 ,:::- ~<l ·• --• ,-;::t-----.--,ff , , .. I 90 ,., 'I I I I " I ii i I i ,'> I i m. I 1 I : ; j f'-''T I 91 7 Ora. '![, tj(;J} Ir) ' ft,; UGISTBED CIVL INGINEl!il .,0 1114;1> PlOJKT NEEi ,. __ _ OATE MPK>Vl:D &pfemlur 19, 1963 I I / 11 ;.,--·-· !/ ii ! ~!Pi ··~/Ji / i~ ' " (, G .. V ./' \ // ! -- -14'"6 --/ •'•·t /' ,: ; I I 92 91 ""' I 2 3 --- "' j~ ' I ~ j q ! tj j "") "' !~ "'-~ 1~ Ii ' --; "' ll ... l \e } -e ~ " CURVE.OATA R " ,,,. !ii' 'f?J'' ~~,, 216' 10.r .P5' , .. ,., "-'" '!1'2' ti~" I ,- L 68.~5' 496. 6()' 68.371- ...J 0 1- (1) a:: ID r 36.68' ~7. §<I' !16.6~ -+------r,------- Temp. Ra1fi'1f (r;,,o,k) Join -1-/tJ¾--- 0--- 55 __ _ /(}(}' vc BIRCH -' 3461 Temp. Ch11in Link Fenu(ryp~ Ct-6} \, ,, ;. \ "' , o·"' ~ ; ~ -6,.,1 -I 1• ! . ----6S - 610' Tt?mp CIJg/n t.ii?I< Fence(7ype CL-,,) ·' 8/RC/.I $T. OETOUR, TYPICAL SECTION Jlli ~ ttJO'YC ST. 50---PROrltc 8/RC/.I ST. OETOUR I 61 5'ca/~: ,ti,:,,;~. /'': fib' V,,f. /.,= 6' I ··• -· 6Z--- ~OR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES Join__,,. __ ·._ ,1-/t}'Y, --+5% -.--0 0/Alllf',4,l,f ----ft)'¼, ---55 ----50 --------.---. . ------· . 1i i f I. ;, • I I r I 1--' (I) ...J 0 1- (1) a:: ID r t l t t I :c l-o:: o, z I I ·1 -7 I Ora l lle15TE1f0 CIYll ENGIMEff NO f~l4,0 REDUCED PLAN USE SCALE BELOW I 2 I J 3 INCHES ON ORIOJHAL PLAN J BIRCH ST. DETOUR 19 N• I , ~ 4 ,, ~ ( \ /X.J ,,, /!I•' 2f-#' /J6' 100' z,4• f(10' l: ' ..J I~ 0 ~ I-• Cl) ~ Q:; ~ Ol t CURI/£ DATA A l r $5" f!I' '21" 8:6.~/' ~!I.IT' ff" 2:1' O!I" Z4'6.d6' 15~.,s' l!J" S!J' /6N 70 . .19' Jt..OO' ~I• nr 5:!v 72.40' $7.87' ,.. !IS' 10" :1~4'. '21' 209.57' ,5• ra' 17" 61 . .,,, ~f.!JI' --j------!/. ------- . ---f- ( i'9!.4--., ! • !1451 T~mp Cluui1 t.l'nk Fence{7ypl CL-6} ,., ,,._ "' ' l-et:, .355'1emp. C//01/l Link F,nc,(7j,p1CL-6} ,~ CAMPUS DRIVE ------+----~-+ . ; .3.501 Temp. Choin Link renu(7yp, CL·6) >QR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES ' I .L L I I I- "' "' Q:; I-C/) ..J 0 I-C/) Q:; Ol t t t t t i PROJECT 'rnGH~ RWISTERED c1v1L El'GINl'E• NO_ft840 0•11 .o.PPRovto Sepfemlier 19, 1983 l REDUCED PLAN USE SCALE BELOW I ~ :.:f 3 INCHES ON ORIGINAL Pl.AH ' ' ' I I i ; I l i i f ! j J CAMPUS DR. DETOUR Sht. I oil ' ·; / I . ' '1 t.ink 'lim,a C//11 r,nc,(Jyp ,ct-.J-5> ~r- i J __ ! ! 3' 1-t 80 81 T9p~ 0 yq,: C'AMPI,/$ D.R. W/8 OtTOl./1<' TYPICAi. ScCTIOA/ Seq/, .• /"'.: 5 ' I. ' i I ' ,. + BZ ,· sr,,,,p . ..=.. ..., F,nc" Y,:,.~ . --1 ' Choin t.ink (Typ, CL-Ii} I -j ! ' - ~mp. Chain Link Fe11~i?(Jy;,,CL-,;;):C,I• ,· >-'-- 60 L REDUCED PLAN USE SCALE BELOW I ~ j 3 INCHES OH ORIGIMAL PLAN CAMPI./$ OK. c/8 OcTOVli' TYPICAi. SECTION $co/,: /"r !J , i i --1--;.. I I • ··I" I • • ; I I i i ' ' ' I 7 _: Ora •·n• ~,LU ~ T-!l ~c_1ii/~~ SHEET TOTAL --"° 5Hf[15 ZO IU S-,pf,m6er 19, /983 -- I X • FORM "D 92 Pf COJ/STINICT/1711 PEK/OP(PAYS} y ltl9-t//;± 1=. RDWY I I WAIT/NO PE/?IOO(OAYS) -49-109 Embl!lnkmenf Ct1nslrvcltbn Schetlule CtJn~Trut:-1 e1nba11km1nf lo Tin4/ h1iql1f(1/lc/ud1hp ~urc)u~r9e) OS fi;,//(JWS; • a.) /nifi.t/ tJ lee/ pf embonkmenf fob"e p/ttct1d ,ti ,ncremen/.5 of I.BJ ;eel p1r week_, Followed Dy 11 woifin9 f'E'rii:Ja' tJf' 6tJ d11ys. h.) Con.slrucl rrth?IJ/nder(indvdii1? sur&htJr9') al incr,n1tmfs nt>I YO ek'ce,d I . .3!1 f'eel pitr Wrt4k. c.) Whln embo'Jkmen-1 (inclvdin? .surcht1r9e) ,~ t;omplt1fed, a I~ y~11r sefllem1nl pitrit'4 will b, rstJ,u,r,d. ,.Joi'n Ey Fe net>, ~--~~,J FOlt l.fCIUCe.D l'LANS (> • 01llClrN41. SCALI 1$ IN It.ICM!.!, L .··/;:// . / .•• i,O 9,?7;;/1/' }/ , . , REDUCED PLAN USE SCALE BELOW. I ~ 3 INCHES ON ORIGINAL eLAN J c ....... 7 Ora 75 PIOJKl E~ RfGifuiED CM. fNGIMEllt NO f~ffd 0 ... n ...,,aoveo Ssp-lembar /91 /BBS ~\\\\\\I Limif ef Emban/<m,,nf EMBANKMENT SfTTLfMfNT PLAN I ef I X l ;:J ~ ----- X ----' ' • ' ' l ~ ' ' ' ' ' J l<S ' ' 'i : ' ' "' ' I:: ' ' ' ' ~ ' l ~ ' ' .'\! ' ~ ' t~ ' I ' " ' X ' I Ill ' ~ ______ ,. __ ~ --~ ' J l ' > ' ~ " f~ ui I 191 Type 2 I 3H9 .U.o/J JJ.75 JJ.-1-J 32.98 53./1 FOR REDUCED Pl.ANS 0 ORIGINAL $CALE IS IN INCHES 1. /0.5' Type@ Moc Arfh"r Blvd "E J /7'(, Yor Type@ SECTION A-A Nof f,:, 5cole .I ------ tOO 2 3 ' e < . .... yP ,~ • --.::~:::: __ ... c···:···:--~,9~7~~ 1 ~· :::::::::0:::::::::..-- t01 REDUCED PLAN USE SCALE BELOW 0 I 2 3 L I I .:.J 3 INCHES ON ORIGINAL PLAN 7 Oro s ~,+;-• PROJECT GINEER , REGISffilED CIVll EHG1NE8i NO te84P DAte .IJ'PROVW .Seplembar 1.9, /96..5' 12" ,f CY Pertrs0.041 CoAlcRETi! CuRs OeTAIL No./ f0Sct1/e STREET PLANS I 111' fi X X A2-8 curb X I I I I I I I I I I I I o . .3.3' c~m:relt! Sidewt?lk I I I I I I I 188 JAMBOREE ..1.------+ l8~+89.57,eJAMB. \ IIZ+4-5.98 i J-f ' ~.9 ~ • ::> ~ •• ::>-"ii' k Type@\ ~,, a'>-., S!"> ~.so ,:r"'P..'.,s, ·a.a ,.,..c '1i ., ·8 C~rh -... FOR REDUCED PlANS 0 ORIGINAL $CALE IS IN INCHES X \ 3 \ I \ I \ I I I I I l I I I I I REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORIGINAL PLAN J c.,.,, 7 Ora 73 T.'U /Rlf!,G ea 184' --~-• //Ml-~ .~~-PROJKT ~U~RfGISTERED CIVlL ENGl..,.EER NO._l_?_.S!h2________ oA.TE >.Pl'ROvto .Sep/ember 19, /968 I\ \ \ I\ \\ 1\ ROAP 190 __ _;_:..:,_c.:,;c..._+ -----l~--- )< X STREET PLANS Scafe, 1",20' X X --x-----1 "' j~ X • l l l~ "' I~ ~ l~ !~ !~ --; '< j 111 ~ X -'i,.f>( ! ~ t 1~ .,; PCll.ll,DC-Oll•-,--,..,_11/71'1 I I I I I I I I I X Wh11e/ch;;/rRomp_ (sfd. Plo1J$ NB-13 Cose DJ (7. 33' Concrefe 5/dewolk t '.'I ' "' • ., 'I-:,; 1-..:. U) ~ K ~ ~ ~ ~ ~ l /90+84-.9/ JAMBOREE I I I+ 98.18 N-BRISTO< .JAMBOl<EE Jombore~ Rood 'E I e· e' X .SECTION A-A J,/ol ..;.,, Scale FOR RfDUCED PLANS 0 3 ORIGINAL SCALE IS IN INCHES REDUCED PLAN USE SCALE BELOW I 2 I I ~ INCHES ON ORIGINAL PLAN J 7 Ora 75 T.fl.t./Rt..C. Z4 IB-1- ~·f/1J.:J•' PROJECT ~ R£G151UEO CIVIL ENGlNER HO. J28,fi} oATE APPROVEo Sepfember 19, 1983 X ------------------------------------ X STREET PLANS Scale: t'',20' 3 of' (i, BRISTOL ST X ------RAMP 8-2 --- -.. --11 • X • I l l "' " l ii ~ •• -;~•-•••••• ···•••· •••••••• .,,), ....... --~,.,. • • ••••••••• ,:;, •• •• • -f:>• • ·······.,.~ ••• ••• •• r.t--i,'ft, k -------------------------------!{~~t ~:;f' ' • -----------------------------------~1,-;;-------0;;-1--------4~• \A)' O~~~ij "' \A)\9~ r,.(!-~1-~~~ ~ ,41' ~-"' \,41' ,~ 41· t "< , •• ~ ' t\·~"> ~~~" ----~, .... ~,...8~---~-~--~-~\c;,--,-'3+-1$ ___ N_,f_9~•2-,~,3'"7-,-'W- ~ ~ NORTH BRISTOL 137 ST ' l ~ ~ ~ I " '( " ' l $- (,,,-I \ '~J l ~ ~ J~ vi FOR REDUCED PLANS 0 2 3 l'OIIIID«ll•'J..'~ ORIGINAL SCALE JS IN INCHES l ·"3 f fr;-.5s.oo :SS.I REDUCED PLAN 7 Ora 73 USE SCALE BELOW I 2 I I 3 INCHES OH ORIGINAL PL.AH J l'ltOJECTJNfi. IE(ll5TtlB) CMl ~ NO {'t.$!'f'.O om ....,,~Sepfember /.9, /993 ~'* 1~ ~~ (/9 !qi ~ k~• ~ ,. ~ . . .. -.. \ • ~ a - -G. ------- ,,,., ,,.;;,;.;-------------- ,'/ :1 STREET PLANS .Scale: t"=20' X __ _, ----------.... 9 l ~ ~ X • l ~ J '5 'i l ~ ~ ' J~ ~ l~ 'i " l ~ ~ • J ~ l ~ ~ <ti POltll DC0f-t2-PP ) ' ! ' I I " 1: 1: J, I I I I I I I ,' I: 1: 1: 1: 1, ,, \\ I: i: I[ I: 1: i: 1: J: I I I I I I _, 1: 1: 1: 1: I: i: O. J31 Co11crele S1d11wolk ,....-A 2-8 Ct<r.h a 331 Concrale Sidewalk 12 FOR REDUCED PLANS 0 ORIGINAL SCALE IS lN INCHES lt~OtJ. OG Bt'rch 24S+l2. /tJ Re 73 BIRCH 2 3 o. 33' Concn?le siQeJ,Volk A2-8 Curb_.,, I ST. A2-8Curh-.... o . .3.3 ~ CtJ/Jcrefe Sidewalk I 1: I I~ 7 Oro 73 T8.1o /R1o.e, 2e, 18 l!fGISTERW CIVIL ENGINFER NO. /t8,fO DATE APr11,wm Sep/ember /91 /9B3 0 t.: REDUCED PLAN USE SCALE BELOW I ~ 3 lltCHES ON ORIGINAL PLAN /5 J STREET PLANS X j :: ~ X , I "' ~ l -,; 'i j ;i ~ ... l :cl! !~ -~ i '\ "' !~ X ( " \ '?\ l ~ -€' 1i <Ii fC!l>,DCOf071fMV 0!/111 I I I I I I I I I I I n I,! ~I /,' --::-/ ,---------- +JS .~ ii ~ 11' I ~ , 50·9l ~o,ek ·,· .. ::.~.--"' .... - &• ,o, ~~ ' ~" ,o• . • ,o· X ' ,, i.1• !, o. 33 'Ct7/7Crt!le Sidewalk ~ " " tJ.35' Concre/€' S/tlewi:1/k A 2-8 Ct1r.b __,, L REDUCED PLAN USE SCALE BELOW I 2 l I 3 INCHES ON Of!IGINAL PLAN ~t::j4' -·~ ·..s,,~ I a~~[, ,,.io .s, "' . ~+ in d "' ~ J DATe APPROVED--5e-p/eazber /I( /98S __ .( Type@, .. :······· ·~ /1+99.89 Cam us 14.,.09.89 Cdm us 9 -+-------- 25/+72.l7 Rfe 73 \ . l " ----------'IIZ----.,L..---\.t_ .... ____ !!. _ _.. ____ C._'A~MP_tl,-S _____ _;l.j;C.---,-,-,-,o,,,~-=·,....,,,,,. -------(!. -------1--f_ __ _.\.,{'-k~-·---+4--1~--'-5_,,_1!?_._'g_N.._ B_r_,_ .. ,_._i ____ (!. __ N4t7°f9'/0"C-\ '\ IO+tJO. 00 Ca~7.us 153-,.52.79 /!Jr/5~/ l I /A2-8Curh o. 35~ co11crele S1a'e7w,7/k ... ~ ~ ~ ~ -,,., ~~?, v~ ~~- ' ~+ ~ • ~ t,; ;._ .. Cl) ;, .. ,~ :,._· ~ ~+ I FOR REDUCED PLANS ORIGINAL SCALE' IS !N INCHES Typ,Q);<.__ 1.l· ,... '••, ...... ' A 2-8 Cvrb ~ O. 33 Co;,crefe> SiQ'11wolk X X STREET PLANS Scale, 1"0 20' 0 3 \ " J~ " ·~ il ~I J "'-i "' -~ ·~ ! ;!: ~ ~ "' I ;-· ',;: ! • <~ (!) / it f ~/; '' ,1 !/ .//. / , //:/, / .' .· REDUCED PLAN USE SCALE BELOW ~OR 0AEOUCEO PLANS 0 OR!GINAL SCALE IS IN INCI-IES PROJECT E GfNEER REGISTEUD CIVIL ENGINl:tl NO /~840 tmlutnkm1nl Sile ·- Con four Oreu:linq. /rr/qafion CNSS/JVlr Fence":'----~.;;.-~ __ . -,, C G-,...,_.,,.: ~" -~ ··1 of5 \ es..:,,,..., z · .:_ l -~~:->.«r:~,C~~ 11' --·~,.. ·. -·~·rs'Mii2 fro"' • -· r ~ i ··-,__ • ":7 --• •••• , • ----••• ~--flov1r Cho.Jn L1'1k Fence (7yp,c£-~) :;;~~:t;;~,f1i" 1i.,, .1.--:-· . •. ':il :·•...:....:__::_ -__ ::.·.:: . ~Mp ;·:J; J .-:-:-:--.. : ... :_;,_.~. -~ .- \ ; . ,.'\ ............ ,...-.,.,.,.. I ----.,./; } TEMPtJHAHY CHAIN /.INK FEN&£ (tYPECt.-6) It' & Al/Ill.INK tiA1"E CHAINt.lNI< FENCE TYP~ CL-{; I.O&ATION l..OCATION EA Lt:7CA"TIO,V t..r 3''P.VC. C, LonqSwe Mt1eArfhur Blvd-li Sfq,/96ftJ() #3-~ Pill/ lJP)( Edqe of Shovlder Type '.A" pqvemenf Mt.1rker Bottom of Sfruclwl S.dion 10'1 Conduit 3'P.V.C. El Tie8orMt Min.t.Cu. Cone,refe 8/o&k 3"P.VC(PR 315) Supply Line(W1.1/erl1ne Crt1ssover) 2' Sprinkler Ct>nfrol Crossover wlfh Pull Wire 1/ndi~fvrbetl Soil DETAIL. -·-·-·-IRRIGATION CROSSOVER-·-·-·- Nol foScale ~OR R£0UCEO PLANS 0 ORIGINAL SCALE IS IN INCHES l Loe 4 T/ON' Nor/It f3ound Sfq ZO/J +40 Romp ./-I Sfo /015 + 25 Romp ./-/ Sfo I I I +00 Romp .J-2 Sh, /05 +oo Romp J-2 5fo /08 + 75 f/orfh Bound 5/o 217 + 25 C,nl,rL/111, 5f11 223+25 Cenler Lin, 5fo 229+00 Cen-l-t!r line Sfq 23G+40 Cenl.er Line 5ht 26/ ro& Rom 8-1 51, lti+40 REDUCED PLAN USE SCALE BELOW 5 INCHES ON ORIGINAL PLAN TOTAL J ....... ~. , . ..,,,.,.., 7 Ora 7!3 29 1114 ~ Rfi:i1~1E•ED CIVIL ENGINEH NO /1840 o.o,1f APPRovm Sep/amber "19, /99.3 LEN&T '"T 142 28 3/i f90 , 8/i 198 19/J 1'8 28 0 = I Contour tin:utin9 /rri911/ion Crossov11r F11nce CG-2 2of 5 ::._', I] r ~, '~_: H', i e ' 'I; k ;, 1 7 r 8 L . i __ , r ) '\ ____ J t' I 1 l ~OR AEOUCED PLANS O ORIGINAL SCALE 1$ IN INCHES r REDUCED PLAN USE SCALE BELOW I ~ 3 3 INCHES ON ORIGINAL PLAN ~ 7 Ora 73 ,.~ ... ,., ,,,,,,,..., r!U/R,u;; 30 lf/4 <r~-PROJKTNGINEE REGISTERED Civtl fNGINlcEII No 1es+a D.o.1E APPmvm Sepfem.64r 19, /96'3 i ' I I,- ·I I / I Con/our 6r11tfin9 /rr19gfion Cr11ss11wr rence C G-.3 3 of 5 \ • \ 'I I, ' i __ ,_- -------__ . .--·· l / •OR REDUCED PLANS 0 ORIGINAL SCALE IS IN INCHES ' __ _J REDUCED PLAN USE SCALE BELOW ' _ _j l I ~ 3 3 INCHES ON OfUGINAL PLAN ::J 7 On, 73 !i ·-,; Ill Confour Cin:u:tin,; I rri1t1lt'on Cr11sso,,,,, Fence C G-4 4 of 5 i I I ';3 ~ I I I I i I 1, I I " }, I I ,, ' 1 j, I I I .. I I ( I i i ,, '.\/ ~ I l ~OR REDUCED PLANS Ol'IIGINAL SCALE tS IN INCHES 0 REDUCED PLAN USE SCALE BELOW I 2 1 I 3 INOtES OH ORIGINAL PLAN Con/our tlr11d'in~ /rri~11tion Cr11ss1>v,r Fenc, CG-S 5 ors 1· .. X j ~ I " l j J l i J f 111,wnby ---D1te """'"' ,.. J ------------------------------------~::::~~:~~-----------------------~:::::::::::;--e.,~·~~ij~"~"i"~fro~"~·E'"~-~"~'"t""'~~"B~ji INDEX OF SHEETS GENERAL NOTES r.a========= '---'-7--""' T3.6 .6 REDUCED PLAN SHEET NO. DR-I DR-2 to DR-6A DR-7 to OR-I2 DR-I3 DR-I4 DR-I5 DR-I6 DR-I7 DR-I8 DR-19 OR•20 DR-21 DR-.!2 to DR-25 DISCRIPTION Index Map, General Notes Drainage Plans Drainage Profiles Manhole No. I (MH No.I) Manhole No. 2 (MH No.2) Manhole No.4 (MH No.4) Junction struction No.I (J.S. No.I) Pipe Connection GD-I inlet, GD-2 inlet, GD-3inlet Type C38 inlet, Type C39inlet, TypeC40 Inlet A.C. Apron Concrete Pipe Anchors Concrete Collar, Capping detail, Monolithic Connection Drainage structure List C' / > )- CITY 0 F IRV I N LEGEND RCP • CSP • SCSP = MH • JS A.C. S.O. = S/8 Fwy. • NIB Fwy. • CD • CSPA Reinforce Concrete Pipe Corrugated Steel Pipe Slotted Corrugated Steel Pipe Manhole Junction Structure Asphalt Concrete Storm Drain South Bound Freeway Station Line North Bound Freeway Station line Drainage Profile Number Corrugoted Steel Pipe Arch E I. Monolithic connections may be used to ovoid cutting standard lengths of pipe ond shall be used when the depth of embedmenl of connecting pipe is less than 3 inches from the outside face of storm drain structures. 2. Where a drainage inlet is to be constructed within the limits of, or contiguous to a proposed sidewalk, the top slob of the drainage inlet shall be poured monolithically wilh !he sidewalk using the some concrete as in the structure. 3. All manhole covers for drainage inlet outside of the freeway R/W sho JI have the inscription SO in lieu of State af Callfornia. 4. 36" Precast Concrete Pipe Manhole includes rings, reducers and pipe access shaft os shown on the Manhole Oetalt Sheet os "M"and "p''. 5. For locations of utilities conflicting with the storm drain systems, see utility plans. 6. For Right-of-Woy information, see Right-of-Woy Mop on file in District Office. 7. All Joints for Culvert and Droinoqe Pipes shall be "Standard" except where "Positive" Joints are specified on the plans. 0 -A N > . AZURE "' ~ -. -> ~ • ORCHARO 0 ~ 0 ~ ;;DR-3 : ZE"IITH A DR-4 OR-5 . 0 ' • u BRIST L 0 B~IST L L--- . 0 . " ,, . ~ I ;:; . " ~~ '5> 51 om •j~s,~ 0 11 -<? > -,------i 1·--· -----. C' 'Y ,200 SCALE IN FEET 0 '" ' ' / ___ _ ,200 ' " -C 0 > • ~ z • ~ "· '"' 'I " ~1 ~ ~ > ~ ' . USE SCALE BELOW I ~ l 3 INCHES OH ORIGINAL PLAN Cily L!mil 0 u N T y p. 0 0 500 I o C \On I r 1 0 coo 3 REGISTERED CIVIL fNOINEER HO. (7/!i#~,f- DATE APPFIDVED. ~ha m.hec ~ @;I INDEX OF DRAINAGE PLANS DR-I l • l l 1 i J ! +oo. n , G 1 /nlel 11"4.50' ~OR REDUCED PLANS ORIGINAL SCALE IS IN INCHES 0 ,, ,, ,, I ,, /I + 75, TV.Pe GO In/el H" 5-1e' ,, ,, ' +00, n; Gt) /,1/11 fl,;4. !HI' A 0 7 0 t:: iEGISTENED CIVIL ENGINUII NO 0/~#~,f- REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORl81NAL Pl.AN J T/$ SP. Ex/sl H.11. ;Vo.2 _i,,d. tJ. DRAINAGE X LAYOUT DR-2 X • l l l ! t :10:t; s.a 12't Hl ?pe 01111. S~8 Sitt. O.R-16 -NO /(#mp, lv. 'e GI /11.bf H"'./.!itJ' ,.,.x 'esp SD. /e"/00()' .d" 1-l"PO '40" T::. l,!JO.'R7' L"' 1!.!59. 08' r G2 /a/t-l ryp~410· I/· . Type GI hid H,.400' j I f I 3 I I ) ,, ,, ,, ,, ,, I/ ,, /; /I " // ,, /I 11 ,, II II ii II ii ii ii " ii II II II ii ,, Ii 18"x3L1 P >' .l!i N/4 ;::w-. Typt, GOE11/el H•-f.20' l?emdv'4 3 14.f' ~p'sl/n 4~11 CM/; .PIU9' ond . Abandon ~~f< R£0UCED Pl.ANS A•7trB•-t4" c~o P=74 £•2.90: F .. 2.Go;c!J.,to,'L=.IJO • . ,,, ,,, 43~ ZI J; f--·--. Z/5 6 ,..75 rw . Gc-,/nlef, H•-1.60' _":_·{;_· A,P_r,!'l'I __ 115 t-171 ,,,~-1,Kf. FW.. 7ype GO In/el fl•,/. 70 I _N. BRISTOL 0 QqlGIN:'\L 'iCALE LS IN INCHES 1_ l I II II ' " ,, " d Cone. l REDUCED PLAN USE SCALE BELOW I 2 I I 3 1MCHES ON OR1GINAL PlAN ,.._,~_,ff, ~5'Ll Fw =Y/~SO. M.#. No.2, H• 7-<f4,' M•l--1' JIJ"l( 10'/?CP 7 75 J ...... ~, Jo>ol,, KO 35 184- REGISTERW CIVlt ENGIMl:':lt NO 0/5~34,- SP S. /30lll1Q 8 2 ';cg 'RCP +So Fw. G 0-/ fn/41 /l<:5.25' /or , ,: " G0-3 /n/el,1-1=.,.7!'' _ ___ A.~: __ -:1/'!?!.I_? 24~4'C SP ,!, 'x-'SCSP Jo,n £xis/ w. one. Collar 1r -~ -- I"-, £xm/, t.i"RCP t I-.: {/) sr. .. N. aovna' " " " • I~ lie, r~ot 170'!1(/. Fw. M.H. M,. I #;~.00,' PZc/. !18' Jo,;, Ex,SI w, lA'1c. Col/or DRAINAGE LAYOUT DR-3 I ,.,~ ... , J. • ' --~-- ' I i i ' j ! ! ) 2 I! .,.gos.P., J s No. 1 A•llJ~lJ"L'~, C•# O• 7Z~ ,:.-2.~0,' F"2JIJ' G•.3.oo: L"'B.eo· 4 GO-I /,-,/el H"~.oo', NORT/-1 BR/,970! ST .,.98 /Jr,Slol BRISTOL 0 G= S . .Bound t1oit/OtJ' gc-fed l?CP .--~~-,__--•-{__ d•tiO• r-.u~.!lo' L=-17.12' Fwy. _ -~ RIB. 7!J ------·---~---· r; 0-!J /11/e , 1-1"' 6. 50' A.C.Af'rOl1 e.t1""x-t1✓ 5 2-l'f< 'SCSP l 8 9 /,3(: N. Bound =C> ,\I. BIV S TO/.. "OR REDUCED Pl.ANS 0 01'1iGIN'1L SCALE IS IN INCHES 2 J +ltrs:o: ... g.-5 Nti.t ·- A,, 18: B•IIJ: C•5.0' P• •P~ E•J.60; F•,!.!'0' G•2.ao; L.•2.,0' @ Type GOO/nle ')/:: "· 70' r 40 Rom --lyp, 606 ,,., J/"4.ffO' ' ST. .loin w,·c;;,c.-co;1or REDUCED PLAN USE SCALE BELOW I 2 I I 3 lttCHES ON ORIGINAL PLAN J I . . • - AMP J " " "V ". -------------·- ' ,, cJ1 .. ~ ... , .. ,, .. ,.,., .. , ¾ 18 ~m1sm1m CIVIL ~NGINEBI NO Ol!Jfl,f, o.u~ .. movEo S:-4 p4::v:r1fi!'c /f 19$.3 8-1 -~ 7-rr.,--s-tr,:fS-#tT.t-~-- A •60 ,8•14, C" 5 £)•ti/;"; C.•'-IOJFrL.60 G=2.vo: L'''i?.~6' 8 +~------+--7 8 Type G !1 fnld 11~4.oo' DRAINAGE LAYOUT DR-4 31 • l J i ! ( Resel rr11mrf Ct7ver Info /,.,/~I S rue ur,4 Atvn./n/el. 27'CSf' rn1mt!/ Ov~rlPberest!I Ex/sl. /n/ef .,,e9, C ,press, 7i,i e C-,f,Oblll W•21, H-5.00 . • , (;u/ur OlfJ/'eSSJ0/7,0"!/, W=4 ':f 281/?CP '6'51-.ifO'KCP -1'10Br1S'lo/ do CY,Press, Jjipe C40/nk/- W= 14 H-9.t'tJ' Gullir.0¥..-2!'5.910/J, ,e:, .. ,,"'w.::4' ' ' / / Ca , '4~1 Ev.SI. eAcp ,,;,/o /4/t1,/ Slrudur~ E,;sl. /n/,f P ~'Rf.EC ._,,,,?",. w~ M. . Ne. 4, ,,.,,:a.ci9.c-. ,,ii,,#""""""- r,1!6t ,tJiTcl, P/ e Connech01'1 See SAi OR-16 REDUCED PLAN USE SCALE BELOW 0 2 3 1-~--+1 --+1 =---~ I--3 INCHES ON ORIGINAL PLAN --I T 90 B1/"CI. M C 40 .?n/4/ W•2I !f,._g_~• Gutlv o_¥nss/Cn P•JI: ~~• R,,tl",a; 'KCP f-!i9, IB/i'I: Ee,;-, /-Cuaf.µ5_';,'\(Uo;;_";,,,'tfAl~,s;;',';f',';;,;;;~me ( Cover) N"'3-5~1M"-8. 36' .. ,, ... , .. '•'"' ... , ... 7 Ora 1 7.11 # 8LGIN!'fe-• UGl~TERED Cll'IL (NGlNl;EI. NO_ ti{li#H: 7ype 6T-~ /nle w-1~: N•Jl.60' . Gui/er Oef'_ress,1()n 0=2/Hl"4' -------------.--------- A~4 ,•3"~ B• !IO': C•.!i.-,Q,'£'•30"' dntlon °1·•u:Ew§.SO~Ln;.,4o• ,u.xzr'RcP .:16~ o' CP _ _ _ __ _ _ __ _ _ _ __ _ _ __ _ _ AP4/1. 24:',%P:=_:::_:-=_:::_=--:_=-c_=-,_cc_:::_--,--,~==~~~~!:':;;;:::;~ JL-+--'-c--~-~-_~_-_-_=_~ 40 S. Bound r o s.o., J.S. No.t -1/!f, .1?11111 ® -----·:;,e~10 - -/8':/-,, H•-fG 4•$/)~l~O" TzJ!6. l7' L•.f.7, 41' ----·-·:,--;,,:·;_ ~~:;;;{ts1:_Pt5?'0t·~-· •==--s-r=== = ~-~ •---=• -~. =• ===·-~:~--= =--=. =---• =-,l ---------------------------------···· ~~-. -12"x 110' .,,e/(ed ,l(CP SD CT::,?.> -150,f'omp ~, 0->o::-'"'-"'c ,-.-f:~~",:f#;i!'.j,,.,,/ TypeGIUl~f <:ti d•se· ~>..so 11-.-,.,0 • It.: r5tJ Fwr· r• e1.9!J' '°9 .. :~:~ P.,t2•:~1 R.7a'F"'/.~' •"ft9.79SP L"-1-0.84' 1 G"1.e4·he.10' 1a'x2a'Hc.P ~--i!!I 1 ;y~,i'?Mr~-. ·,.,. , -'P " GD-1/n. r::i'\4 •IJr,.,A,' 7f1'i(cp-•--,._ L7. ·-· --------e..-,,~42 /?J_, f./:6.12' 46 ~ 47 ,. 9 4JJ ·--.:.:.:71,f-" ·-45. ,------:r----Rfe. 75 ~------{ 2 N. Bountr N. BRISTOL r; 0-1 .1nlef-#,,.a.2r 2-(K<f'C 'iP 2-1~/o'scse "OR R£0UCED PLANS ORIGINAL SCALE IS IN lt.Cl<ES 0 -1,t!J, e'LlN Br1Sfol Join Ex/s. M H NQ. I H= 7.47; M='2.88' -~~'!.,,.~----- '="'-4"C., ?ype CM/n/4 11•.f.7,!J' . Gvfler P40r1SS/tm • l:J"l'W .. ~1 1 /8°'x/#2'r?CF' f".50Fwy. GP-/ In'!! · ._//_=1'-20 ! __ 2-",t/.141,fCP 8 [ 72 42"-< "170'RC.P -1-.. ··---··· i••:;;,;. r __ -~WW:&LE Fwv.~ f' ,,1.I • ~6!J.fi58C S.O. . •' .,. :1.,· "'"''\ 4e'~e,P M&. Pt,Pe Anc. ,rs r ' ~tJOFw. ST. t::D-1 Inle /16 5.20' ,,,, p DRAINAGE LAYOUT OR-5 ' I J I ! i ! ) 150 N. • ~ovna' =C> i r BRISrOL. --------·-- ----·----------·-----·------ -1-.!iO Fw ,;o 4 GO-I /n/e 11=5.20' N. BRISTOL. • totJFw··.i-oos.o. GO-~ /nlef./1.,J.,f,I' .4.c. ,4pn:m 6 GP-I /n/ef, #"',f.G,9' .,,tJOFW Ty~GO/n/11/ #•4. 9~, 18~49'RCP -100 Fw Type GO lo e H"~-!12' 24X/. ·,/?CP L REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORIGINAL PLAN 7 3 ---1 l 11 1 I I 1' I 1' I I I I, I 'I' 11 I '' I REGl$1Uf0 CIVIL ENCINUl NO 0/!l.-,,t. tr, /96'3 IJ-\ _,, ·-----· ··-···-·· - ---'777 I I I -----------~ ----------I' I , I I 111------------ -.Ll...l_ ,,,----------1: I ----11'1"------ ' I I 'I I : I j ---------+"-¼-,----- ------- DRAINAGE LAYOUT OR-6' X ' l l J t £X/ST ?t-'":f ~ 22 7, ,<C-• ; . '' 48 Oi .V·;;,. 5,(:J • PROFILE 0 ,PK(J,e/L,.& SCA£& HIJ~,1"',so' v£,er, i •., s, 0 L REDUCED PLAN USE SCALE BELOW I 2 I I 3 3 INCHES ON ORIGINAL PL.AH --l 7 ''""'''"' ,,,.,,,. .. , REGISTERED CIVlt ENGINEER No..J?I-SH+ DATE APP~OVEO~ -A-_ • ✓~ 19. /98:3 DRAINAGE LAYOUT DR-6A " I ! ) £S ------------- ~ i ' ' ~~ ,, /)1 ' asoAc O/RL 28.ld INLET APRON DETAIL ------,------------ foh~VOK CONC. (EJpcl(fill) . •. "SI"' 0 .. . " . . ~ 1e"11e',ecp CONC. BACKFILL. b£TAIL. .FO~ P/P& PA.?F/,i.£5 N058, 0, ( @ ,,Vd .fCAL.£ <QFI REDUCED ?LIi.NS QqlGINAL SCALE ,5 IN INCHES 285 G Cq ExiS/. /11/4/s See Shf. OR-2! 7 ✓---:Y-~--, l REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORIGINAL PlAN J COl111• C i 9 -~ ~ ., t :--• 1.,. '0 ',jj (i ~ ~-- 4'\ '.;, "{) \•~ ,o 4/J 184- REGISTERW ClY!l ENGINU• NO_Ol§t#,,,. l'.z 19871 I ---,_;i----- 1__.t -----~ 1 .. --------- "' --------·---·-~-------- ~r • -------1-J ___ ----~------·---i--r----·~ ·~ .. 290. '._ ,,_~J>t'.c'cc"""''-""~-/---+----,2,-,9."'2::-- .¼ ,. DRAINAGE LAYOUT PR-68 i ~-- J ... r ' --)<-------------- j ' l ! Reser ~~ANES ;lfHIJ GA'AT.£S SECTION A-A £J. .f";J,,38 ----- " :ll4x hZ ;[-,"1.a,w,11 / ,R,£Al(),Y£ £XIST P&KTl(JAI &tt4" 11 I I OF IHL£T 1 1 I , J 1'---so-.1(,.,0:7) I -I lJ ,,.,,_z,, LL 7--A t:'li'OSS S'£Crl(W ,s-,:,, z,s-~~2 AC APRON DETAIL •OR REDUCED PLANS 0 ORIGINAL SCALE IS IN !,,.CHES 0 t:: " REDUCED PLAN USE SCALE BELOW i ~ 3 INCHES ON ORIGINAL PLAff 7 j REGIS IEUD CIVIL E,,.G!NEflt N'"' (2/§.,.J"f SCA.I.£' 1••s"' • I £"j;.1s/ C-?an,,,~/ .Jo l?e,n1a.,n 3-;Jx/6 l?C 8, AP,Prox. 30 'C,,t1ver f.'i,• 55-f86_ HJ4, 70' 74 ffii'l,_73 = 24:J 1 43 )_ £ R/e_ 5b L)(:s/ &:~ 5? 53§L,-~ \ ;, ' ~~~ ... i '"' \ \3-\ '' -=--' -:t ~------"'c-··t---~~---;---F-- ""' .. _ ~----~--1:-lJ-·-£x1s! "'\: Bndt:1.P--::_/ L~ , -:..::--;s..... .EX/ST /B" ACP '-.I: ;,, iex1sr 19• CSP , \ J -"\ ---- ---9---'--~.1"'0'"0----~--~i __ F_W_Y_. --2----\-_,_~'· ·-· 4 ·t--:o:~N~;.:;,;;~ £XIST /8",4pc 6KAD£ T() 0/lA/N 298 Z99 PROFILE@ PKOF"ll.£ SCA/,,£' HOit' I",, SO ' V£.er, 1°• S' DRAINAGE LAYOUT OR-6C I ~ ~ '< O:i~ \j ~ ~ ._11 ,o t ~r; ~ :'< ~ ·i ~ ~ '; 35 I ~ ., ~ ~ !JO J 25 X 20 ·-r ' I c.r,,;,/ /&'~e,.o _.......J l 7g"x-e2z' RCP /5 (SzOOOZ7Z) S.:0.003 _{Lr.-~ " /0 'I\ ~ " ~ -~ S/t2S/,:1. • Ii! IB N ·X <;' tii§ ~" "" B5 ~"i BO ~- j X ~~ 25 • l ~ ,N"RCP l ro ---I . j t,I -1-I I J I i ~~ .. 4 Z25 ,; '"' ~ ,. "I "" ! Z1 u 29 X ~I- ' ~( l 1 K&MOC::-Of,"1"'""'· '''1'! I ... ;/ " " ~~ <; ~ ti\~' -~ ,, i~ ~ ~ . . /8"RCP ~ ' /~2, I_; ,l " Fwy ~ ' ~ /5 16 72",, //:?~' ,RCP .5'.:t7.t?O~ 1 8 JO .,, n I ,. "'' ~~ ,., ~'i --....... i'-il"RC.P 78 "x 754' RCP S.:tJ.00~ 215 211 N5 ,; 1 FREEWAY STATION IT /8 {9 20 $._T_f?X:.M ORA/Al $TA TION .. .. .. • PROFILE © $t:'o/~--Jlod~. /"=50' Y,nf. ,,,,, 5' .. ~ :,: ~ "~ "" "' "' !~ ~ "'"7 50"RCP ~ ~ ,a I 250 3/ FOR REDUCED PLANS 0 ORIGINAL SCALF lS IN INCHES 1 I FREEWAY 2 STATION "" !Jo STORM Ol<AIN STATION PROFILE @ SC'o/~: /.IWIZ. /'!:50' Vert. /"0,5' . I I I ,., I '""" I -.. ,::,"":" l';:'.'1.1::::. REDUCED 7 I Oro 1 73 T3.o/R,.O 142.1/84 PLAN USE SCALE BELOW /_ ,, . I .. 0 I 2 3 /PROJfrr m'o1NEER _, '.':\'-~ L I I .:.1 REG15T!uo civil rNGiNEEa·-3 INCHES ON ORIGINAL PLAN NO. _(?/~~4 , __ ,., .. ~' o ... rE APPwveo~i~kc ie /91!!3 ,,$ ~~~ ~~ 4-t) '" !::\ 35 rG-, JO ,. fO"RCP --20 I ~ 15 /5.•U ~1~ !t' " ~~ 8 9 220 f z /0 21 Z2 2$ u 2~ r6 -" ~ ~ ~ <; ~ ~ ~-~' t.i': "' ~ ~~ ~~ ~~ ~ ': " ~ "'' ~~ "'~ I(\~ ... '\. ~ ~,;,; "' ,, ~ ~ ~ ~ 'S ~~ ' " ~ 'I, "" ~~ ~"i " 35 !JO ~ ,n,cP 1--.=t:4-2'S ~ 0--N"RCP °" 66"x8tF'RCP IS''RCP 1flKd s~o.ooza U.8§ 1 3' :?185 / ~ ~"' ' .. ~~ ,,, .:;'-' ~ -~ . ¼~ , 4 2J5 G 7 U8 ~1~ ~~ .. 37 38 .,. ~o ~I ~2 DRAINAGE PROFILES DR-7 I 1:-~ " ~ X ~ ~ ,ft) ~ '-~--" "~ .15 ' " >l ~~ n 25q .. ~ --x-------1 " ~ U9 NtJ l " 1 ., ,{,I $ i .{ X ~ }" ~ • c, !< ~~ i~ J " ~ ~ ~,, ~~ ~, ' ' ' .• ~ ' . l ~Ji ~~ ! 11 11 P,p-, t°&'M«/,.,,.,.11 ! '!J I i X J EY14/ P.r.;r. Ouels~ ft.) ' J ICIMOC-00'7_,.ttfV 11/1'1) 0 NI FJVY ,, ~-, 1.... ____ r;;;/ZB'./oekd' ;;p-.. .... -.. ... 5,n---t-,-------t--11-------+-t- I I I C>.'isl. s,"MWO(lflk) ,15--J;--------+~Hl----,L,¥---- " ~ ~ ~ ~ ' " , , NI STATION I I I I e,-,51 tJ "sewer 4tJ .ft) STORM .f,', DRAIN J1 STAT/ON ;e 0 ~ ~i I\. !\l • " ~~ " ~ %~ ~ l:: ' ,, ~' ~ ~~ \'-~ ~-" ~ " ~ ~. ~t ,, ~' ;: "'' ' . ~~ "'~ -------.15 ~,.o.o/4 StJ 21,.i.5 26./5 25 Edison /Juel~ Zd 15 ~ ~ ~ ~ ~ t~ ~ ~~ ~~-~ . '-' '-f" ~} ~ ,.ij ~ " ~} ~",;' ~' -~ ~~ t! %~ ~ ~ ll ~ ' '\,. ~ ,. .... '\. ' ' " CJ,~~ ~ ~ ~ ~ ~ ts ~ ~ ~ FOR REDUCED PL.ANS t4.60 --15 20 /5 ,, I ~I PROF/t.ES Geo/,s: H"1'ir. /''::5t?' Vt"rf. I"= 5' 0 2 3 ORIGINAL SCALf IS IN INCHES IO"x l$6' /i'CP DATE A.PfROVED~n?ber /9 /9'6::, 9ii--+-t--Hf-------- 50--tft--H-------- 25---«c-''H--------- 20----++-H--------~ l6"r90' SCSP ,----,trx i't'SP 40 35 .10 t::: 25 REDUCED PLAN USE SCALE BELOW I ~ 3 INCi-iE$ ON ORIGINAL Pl.AH J DRAINAGE PROFILES /?O DR-8 !10 25 15 +-- i j ! I j I I ~ .. '> -L.a._ .. :i,· I "' ~ ' I , c\ -+-~a ~11) ' ; 25 .!.6. 't) J!O ~ 0 .. :i: ti~ <,j" ~ "'" " ' . "'<II !10 25 J!O /' ~~ 0 I I --,--- I -.$l=(lo'A'cP ➔ -- -I ! i i --,---•--- S•.006I 0 -1 --- ' L i j J!.5 ,f(J' l!i 25 20 25 ., •' ~ ' 55 50 -,5 40 I I•-/· -. ./ ' !JO 45 '10 55 50 ,f!i .,,, L5 .110 25 ... 20 -,o --- ,, ~£J(1$f 8"Sewer @ PRQFILES Scale: /lor. <& 5o' J/1rl I• 5' ----!- !15 20 #.(JP • IQ 22.,0 .,ZO_ tt.4~, I ! -~- i--~ i ···----~ i ---i.--_,._ i -+ ; I .10'1.w'Rc ,r--·~ /. l El. ',fe'-= 2,_ J'J £/. 'S'= 2 . I REDUCED PLAN USE SCALE BELOW ·3 INCHES ON ORIGINAL PLAN J 50 45 ,,/) .J5 I i -. I + i r I T ' i~ _, ' ·---1---! " ! I ,t!J 20 7 tJra 4 ---1 ~ ,. n rs-</Rc;.,:; # Jlf:_ ' ,{4i11 0/5,(,14 -5.,pr.,,,mkr /'f, M8S --!-----1 (_ -l DRAINAGE PROFILES i : : ri .,, I W/C ""'Cot/a k p; '~I ,- - - 7 I Oro 1 7!J /T3JIK4'., I ,451'o" ./..L:,._,.¥--~ ---4-1t1'il-r~ Rfr.1nfRf0 CIVIL EtlGltlEER NO Cff,fl4, DA IE AfPROVfD ~h2.ml2ec ~ 194 - - - __ .;:: • ◄• •• -+- I----Z1'0h'+-_:;__\---'.~&''~~~ tc'i'.!!'1·',~·+_-_;-_~;-•~_' __ ,_4•_2_~_-2_;-,-+--l--+?MD-~_-""_~ __ l------l--,---_---1-----:----l-l----t-----+---:---l-----:---!--,---l:------:--,,:l_=--_~,-~---:-_t---:---+-----l- - - - , - - - - - - l l - - - - - c - - . . l i ; r _ ~ _ ; - - - t - - , , - - - + - " ' - t - - - - : - - - - t - , ~ . , - - - - : - : : - : - l - - - - c c - - : : : ' : J - - _ ~ ~ ~ , - ~ _ ➔~--~~~i_---- :~_-.;.___:__::__:_----f ·:-~--f -4-i -~ -~1 t~ :.~. 1i : . : ,d,/1 1-__ -- ' --17\._ ;;-,= C : :-$0158-' 7"-P : .... i 18 ./~~,-I I • '.S '0./ \ v, ',i, ),,._ H 4t-r "' I : •• ~~x26~.f&~ j -- - P,Re. • . _,_ - I -- 6 _:_ -.. ·'-, --"- ::+-·· -= ----_j_ _-_-- ( .. :·-:·.j__:..:_··- -------------~ ··;.. ______ , __ _--L:....= --:..::.i --= ;---::· :----1--- ---'i - 4-c~ -------• ------:=-, ----= ---... ---- r Conn. i----.11 ___ , ___ --lt/___-----t--+----=-+---:m---l!-----t---"-'---t-----'-----t-----'--1-;_;_+--'------l-----'----l--==--"--=--+-----I .. :--t. r----·---·-r-- : ' ' , J -,. I " ds"lm~ I-,.-',"'---'-------------------------------------------------------------------------------------------------------------1 FORM 0C OE u, 1't' ' I I i' i I ' I. I .L!J 20 ,1!1 5tJ Pi ,fl) 65 JO 20 ,,,....,,.-- a '17ec/JOn i 40. 00 ··--· 1 Conc.C~/qr ~O"x-.,,e'~CP • • JV/ 2 Co11c. /',M .4nckrs .t!l.#a l • iPO'e I I ~I ~ i1 7, 'l "i -.. ,s "::; ' to ~'; --.-aG. . ---i -.S,~c:)o.--I -----r--. L J ~ -t-I~~-. ,. f .. -ijl I ~tt-~ ... --1- -~ . -" ' Ii: -~-- 76 --j- O.ti. ~ .,_ -.J ~ "' --~ II I 1 11 """CP 1i I i :J ,------1;f-------,\!-1---------L 1 I I -------- : J .G"k,$/. ll'lf'-"4'cp ,. ~E-':,,-$/ .,e.,-~--;;--7-1--------~------:------;;.. I i( I I . • ' • I J-S-,,s/. &...i-G~ 1657} ---!._ ______ §_:..R&-1..____ Ii C,5 $.~ ----i J!liWI --- @) 6/ 60 59 ff8 Sform Or111'n S/111,on 20 10 @) 69 l REDUCED PLAN USE SCALE BELOW 3 INCHES ON ORIGINAL Pt.AH I 2 3 I I ==I -,,97r44s_'RCp ~I ~I ~, "i a1 .. ~ 61 67 J_ S=P.bo ~ ~ 66 Sform Ortiin 50 ' ,t/§ ::----- ti.._ --7-Ex./Sf. i4 ifcp-? ,/,§.6~rf- J5 60 25 PROFILES Seal~: Nor: 1": 5 '?' Ver/. I~ 5 ·-I I /~.//! 18.61 '.~-r i. Sltihon 65 6 L -i I ' ! i_ ' I NX~.74.'Rc,ic,, I r 61 '[ ! ? Oro 73 T3.(.//?6.~ 4· -...~, -..; -J ~ "'<: ~ I-fij I 'I) -~ i -.J S• .OIJ,f -c:: I., . ~ ~ ~ 1- ' 61! "' ' ! I 1 I l I r 01#41# ·--~-·t.· - ,U, ~- 15 ~ •-j l -1 :U I I u-1 u~ LO Fru w".Y Sf111ion DRAINAGE PROFILES OR-I/ · l i I I I I' I '· .. + I I - j 50 .!JO -r-·--. ~ L_ __ -j__ -- _.L J.eo -t· -~ ,,5 . ,t 50. vA-,Pe Co11nec/;O/J I ,, 45 ,: It it---, IL __ j 20 210/J ~ ,. • 2§6 Fwy '~--~ <i <i " • - .t'§!I S111/ion ! 4!S (ti ! 40 i !S5 ! _!JQ __ , ----; 25 20 ® • _ 25 20 15 260 '1itJor Concrele(LJdcklil/) ;u Oelilil on S. . 1)1?-6 8 !16 Cqp £<,st hlef (See Shi. OR-21) P!f'e Co11nechtm !10 PROFILES _J Sco/1: h'or: IN" 50, Ver/ 1'•5' I -I ~ 'II • _,,, M~li'Fof' s-o-0-_,9_, __ -, 22.!17 2t40 90 J!O --t --1--·1-- J ... -l L - l 2!1 - 20, 15: ® • ~ lt "' ~ . -• ~:t~ ~ ·<(" ~-<> ~ ~ "' ',- ~<:, ' .. t--- 1 REDUCED PLAN USE SCALE BELOW I 2 I 1 I 3 INCHES ON 0!"81NAL PLAN j-- : 35 "'~ j Pi/M, Connechbn 3/.I !SO .5eptemkr If., 1911:3 .. .. "" --.i ' '<i k/Ji,ur Col?Crel~ ( tJ1ckhll} See Oef4i/ tJn s, -68 Pipe Conl'lechi,n .3/. '6 !IJ; ,111_ -- io L i -+-- j_ DRAINAGE PROFILES OR-12 X X l i l l I l I I ,_ ., l ,_ -t T~, .. Concrete rings ond reducer ---~--- • 36" Precost concrete -pipe MH ----, ;., :co - . --•-· ;. I 4 f '9So 07 1',;, .j / ' / / A _:_t All steel reinforcement •4@ 4"a.c. Station point ·-Station point Elev.is• lateral ' e..J PLAN (Shaft not shown) Street grade Manhole frame and cover "' 5"x 2"Pipe seat t•A~~ Round edges of inlet■ -Elev ·s· SECTION A-A ,_ SECTION B-B DETAIL N PLAN ( Shaft not shown) Station point C __ _j Concrete rings Spring line---............ See Note 7 -T 1--3'-6"-_.J T f-- SECTION C-C r l REDUCED PLAN USE SCALE BELOW 2 I 1 3 INCHES ON ORIGINAL PLAN J NOTES 7 Oro 73 48/U OATE .tnltOvtD :5<;0-tell?,b,,ar I. Height H (in Sec. A-A and Sec. B-8) shall be not less than 4'-e", but may be increased provided that the value of M shall be not less than the minimum specified and that the reducer shall be used. For H (in Sec. C-C) see Note 4. 2 Length L shall be 4' unless otherwise shown on drainage pion. 3 Shafi shol! be Constructed as per Sec. C-C and Detail N when depth M from street orode to top of box is less than 2'-101/2~ for paved streets or 3'-6" for unpaved streets. 4. Depth P may be reduced to on absolute limit of 6" when larger values of P would reduce H (in Sec. C-C) to 3'-6" or less. 5. T shall be a" for values of H up to and including a'. T shall be IOu for values of H over e'. 6 Unless ather.,.ise shown. stePS shall be placed 12" on centers. The lowest step shall be not more than 16" above the ledge at side of manhole !loo,. 7 Body of manhole shall be poured in one continuous operation, eitcept ttiot the Contractor sholl hove the option of placing at the spring line o construction joint l'iith a lonQiludinol keywoy. 8. Reinforcing steel shall be I ~2" clear from face of concrete. 9. Floor of manhole shall be steel-troweled to spring line. 10. Rings, reducer, ond pipe for occess shaft shall be seated in 1:2 cement mortar and neatly pointed or wiped inside shaft. A. Manhole frame and cover per Standard Pion 87• l I detail 'U45'. 8. Step detail per Standard Pion 072 t!1_Q!. Min 1!" aY/ 16" 15" MISCELLANEOUS DRAINAGE DETAILS MANHOLE No. (MH No. I) DR-1.3 X X X \ ·c ~"'\ FOMI MDU ~F /. I , l l I I l I J Station Point :c Tie bars A L. Spring line See Note 9 -' Tie ban PLAN (Shall not shown) Street grade Manhole frame and cover Q • 0 H-----H"'! • "' SECTION A·A'·A' Inlet tievotion applies at this point "- Spring tine--~--, See Note 9 F E bars G N " L DETAIL N {Shaft not shown} SECTION C • C ( See Note 10) Street grade .Manhole frame and cover Concrete rings 5"x I" Ring seat "---, For oved streets For un oved streets :c L~ 2' 4" 5 r . 7 y-5"'2'' Pipo seat See Note 4. ' / ..,. "- 3"rodius I O bars I I !I I I I 0 ll11v A'· I e,~., 'B' in ----~ I ' +. . 7 " I "-.. SECTION B·B 0 t:: REDUCED PLAN USE SCALE BELOW I 2 I I 3 INCHES ON ORIGINAL PLAN c ...... 7 Oro 73 41 /84 3 ::J oATf .o,PPlOVfo, __ Se=,,~out~e~m=._be.,,,rc.._,_f~q-LL'lLRa..3~ NOTES Values for Elev. 'A', Elev. 'B',H.L,M or P and X ore shown on the drainoqe plan. 2. Center of manhole shaft shall be located over center line of storm dram when diameter O, is 48" or less, in which case place E bar symmetrically around shaft of 45° with center line. 3 Length L shall be 5'-6" unless shown otherwise on drainage pion. 4. Thickness of 'F' shall vary when necessary to provide level pipe seat, but shalt not be less than lobular values for 'F' shown on this pion. 5. Reinforcing steel shall be I J,2" clear from foce of concrete unless shown otherwise. Sizes and lengths ore shown in table below. 6. Unless otherwise shown, steps shall be placed 12" on centers. The lowest step shall be not more than 16" above the ledge at side of manhole floor. 7 Rings, reducer, and pipe for access snoft shall be seated in 1-2 cement mortar and neally pointed or wiped inside the shaft. B. Floor of manhole shall be steel-troweled to spring line. 9. Body of manhole shall be poured in one continuous operation, e,c:cept that the contractor shall hove the option of placing at the spring line a construction join! with a longitudinal keyway I" 10. Section C-C When depth of manhole from street grade to top of bo,c: Is less than 2'-1012 for paved streets or 3'-6" for unpaved streets, construct monolIth1c shaft as· per section. When diameter D is 48" or less, center of shaft shall be located as per note 2. A. Manhole frame and cover per Standard Pion 87-11 detail 'u 45'. 8. Step detoi I per Stondoro Pion 072 TABLE OF VALUES FOR F O• F STEEL TABLE 0 bors E bors Oiom.0., No.Reai:t Size Lenoth f.lo.Reo'd. Size Leno th 36 • •4 3-10 4 •4 2-9 39• 6 " 4'-2" 4 " 2'-11" 42 6 '5 4-6" 4 " 3'-2" ., 6 . 4-10 4 ' ,·. 48-.;-6 .,_ . 5'-1" 4 . ~·-1·· 51" 1-----5•:5• 6 6 . 4'-9'" .. 6 5'-9 6 . !'li'-1" or 6 6 ·I 6 . ~•-,;.- 60 6 s·-4-• • ,_ ~" 6 6'-e" • . 6'-3" ~ 6 7-0 8 . •·-•· 69" 6 7 -4" 8 . 6'-IS" 72 6 7'-7 8 . 5·-e• , •. • 8-3" 8 • 6'-111:" 84 6 e·-10 10 " ti·o • •• ··-,n • •·• •• • . 10'-1" 10 " 6'-e" D bars shall be ploced 3"o.c. E bars shall be aoaced 4"o.c. Tie bars shall be s 3 spoced 18"o.c. or less, When L or■<iter than !S'-6" is specified on drainage pion, continue D bars at 6" o.c. Lenoths shown in table ore for lon9est bar$, Where shorter bars ore required, bend or cut to mHt field requirements. MISCELLANEOUS DRAINAGE DETAILS MANHOLE No. 2 (MH No. 2) X --x-----1 X X FOIIIII HD tz PF I • I l i l J 1 5"1. 2" pipl HGf f-----.___ , i----6, ------i , I,._ • • .,, : ~ 1--_ / I , / t of spur O bar, ~ J I I C bars Station Point PLAN (Shaft not shown) . St,Ht ••••~ Monholo ,...,, ond "'" Concret~ ~ reducer ~------~ . 1-U \ I ~ Ti• bars I I \ 1 I / \ I ~Ill \ 1 Minimum 2'-10111:"with paved 1treet1 H--------M ~ LL-------~-----1.J Minimum 3'-6" "'ith unpaved streets ( See Note 5) <:::=,=;14_136" Precosl concrete pipe manhole N If f 5"12" pipe seat ' · • ·~-.-. •. i . "I . _ _ C and D bars SECTION N-M-P·O Projected on P·P·O s" l ' 1, I I r m r T PLAN (Rings end cover not shown) Street Grode \ H bar / Concret1 rings and ,' -5"xt"ring seat manhole frame ond cover Mox Min For oved streets ll" euz" For un oved streets l6M 15" l • 73 T3. ,.~ .. , .. 0oOo0 ~.h, REDUCED PLAN USE SCALE BELOW SiJ1!84 ~ 3 IEGISIEIEO CIVIL E"IG!Nfflt NO 0/546# 3 INCHES ON ORIGINAL PLAN ::.J OAT[ Al'l'l:O•rn~fe0200r 19,. 1983 NOTES I -VALUES for A, B, C, Dr, 02, E, L, Mor P and X, Elev. 'R', Elev. 's', Elev. 'A' and Elev. '8' ore shown on drainage plan. 2 -LATERALS !I laterals enter on both sides of manhole, acc•n shaft shall be located on side receiving the smaller lateral. Lateral• shall be designated on droinoge pion as right or lelt, facing in the direction of ,totioning. 3-CENTER OF MANHOLE SHAFT shall be located over center line of Main sterM drai11 wtten 01 is 48" or leu, in which cou place 4E bon symm•trically oro•INf tllelt at 45• with center line 6" H bar '--------'= TABLE OF VALUES FOR F ANO T 4 -LENGTH L shown on droinoge plan - E bars '-Oban Spring line See Note 12 , .. 1 ~ 3"radi~ \\ Yt 1, ,, ,,, ~-~~---':: .... ~~/ "-.:- ~ --1 d-----..j F I c--- OETAIL'M' (See Note 5) / F bars _J . . . ,_ ~ Tie hart; --•-- ,_ --Jr Ti=- SECTION G·G 0 bars N -5"x 2" pipe ,,ot / O bars LONGITUDINAL SECTION I I o, F 12· ... 15• 4114" 18" 4111." 21" 5" 24" 5114 . 27" 5112" 30• 6" 33• 6114 " 36" 6112" 39• 7" 4211 7112 " 45" 7314" 48" e" 51" 8112 " 54" 9• 57• 91/4M 60" 911:1:" 63" 10"· 66" 101/4 . 69" IOJ/4 . 72" 11" 78" I IJ/4 . 84" 12111:" 90" 13114' 96" 14" tOB" 16" H4" !6 112" 120" 17" 126" 17" 132" 17 112" !38" 17 112" 144" 18" -- Embedment See Note 7 B T 12· 4• 15" 4114 . ,0", 4112 " 21" s" 24" 5114 " 21· 5112 " 30• 6" 33" 61/4 " 36" 6112 " 39• 7" 42" 7112 . 45" 73/4 " 48" •• 51" 8112" 54• 9" 57• 911• " 60" l_\112" 63" 1011 66" 101/4 " 69" I0Jl4 " 72" 11· 90" 13114" 96" !4" 102" 15 112" 100" 16" 114" 16 112' 120" 17" 126" 17" 132" !7 112" !38" 17 112" 144" 18" 5-DETAIL 'M': When depth of manhole from street grad• to top of boa is ten thal'I 2'-101ia• for paved streets or 3'-6" for unpaved streets, construct monolithic shaft a, per Oetoil M. When diameter 01 is 48" or leu, center of.shaft shall be located as ,er Note 3. 6 -REINFORCING STEEL shall be round, deformed, stroight bars, 1111:" clear from face of concrete unless shownotherwiu. Tie bars shall be •3 and spaced l8"01'1Cel'lter1 or closer. Steel schedule detailed below. 7 -EMBEOMENT shall be 5" for o2= 96" or less .and Bw for 02 over 96~. 8 -UNLESS otherwise shown, steps Shall be placed I2''on centers The lowest step shall be not more than 16" aboYe the ledge at side of manhOle floor 9 -RINGS, REDUCER, AND PIPE for occess shofl shall be seated in 1·-2 cement mortar and neatly .pointed or wiped, inside shofl 10 -ST A Tl ON S of manholes shown on droinog'e pion apply at intersection of center llnea of main line and spur. II -FLOOR of manhole shall bt steel troweled to spring line. 12 -BOO Y of manhole, including spur, shall be poured in "tine continuous operation, eactpt that th• Contractor tholl hove the option of placing at the sprin9 line o construction joint with longitudinal keyway. 13 -ELEV AT ION "S" appliu at c•nter of main lint on prolongation of invert of our. A. MANHOLE frome and cover per Stondard Pion 87-11 8. STEP detail per Standard Plan 072 STEEi SCHEPUI E Diam. B or Dz A SB-bars C 8 F-bors !2" lo 39'' ~5@ 3" *4@1 6N 42" lo 84" #6@ 3" *5cr\ 6" 90" to 144" ff-7@ 3" #6@ 6" detail 'u45' 0-ban 'I 4 Ciil 3• +s ca 3" #6@ 3" MISCELLANEOUS DRAINAGE DETAILS MANHOLE No. 4 (MH No. 4) X I , l l j l t l l Concrete Cradle y ~ 4 L-=--=-==:·, ,.,. ~· , -c ,,-:;::--l---,c:::H -! 'e, _ 1 ___ 1 j '. AS B ! , I bars ,>- -4-..J LtJ ·--l!+"!,'>t-! I ' !i : ars I ; --fc"-''-"'~--~ e bars t- ~fi~ ~ PLAN .. .. Tie bors >- >- SECTION M·M TADLE Of • ,, .. I"'" 18' ?I" 24" 27" 30" 33" 36" " VALUES FOR T T . .. 4u•M 4uz" ... °'1/'I. 5112" ... 6114" "112" '" Minimum depth of top and bottom slobs shall be .% + 2" -~lfll{bed ,, SECTION z~z:!z"' Projected on Y·Y·Z"' NOTES I. VALUES for A, B,C,D, E, F, G, L, Elev. R, and Elev.$ shown on Droinoqe Plans. 2. 3 4. 5. •• 7. 8. PIPE shall be cradled in concrete extending longitudinally to 1' beyond the limits of L. H• 1/2 outside diameter of pipe plus 3u as o minimum. Cradle may be omitted on side opposite lateral inlet when ~onst~uc;.ted in connection with eidsting pipe storm drain. A and B BARS shall be carried to point not less than J distance from center line "% i'" 6. RECTANGULAR OPENING in main line pipe shall be cut within limit&' of F, G, and L normol to pipe aurfoce without damaging steel. TRANSVERSE REINFORCEMENT in pipe shall be cut in center of opening ond bent to uniform distonce from top ond bottom of junction structure. OPTIONAL CONSTRUCTION• When Junction Structure •1 is specif,ied on Oroinoge Pion, the Contractor shall hove the option of constructing Junction Structure•2, in which cose conslruction data will be furnished by the Engineer. REINFORCING STEEL STEEL SCHEDULE: sholl be 1Yz• cl•ar from foce of concrete unless otherwise shown. A and a bors-•5@3•o.c. F bars -•4 p SM O.C. Ti"' bars -#3@ re' O.C 9. MONOLITHIC ARCH: When Junction Structure•, is specified with reinforced monolithic arch storm droin, value D ,hall refer lo the clear span of arch. Reinforcing steel shoH be cut and bent into Junction structure the some as for pipe Concrete cradle under reinforced monolithic arch is not required. 10 FLOOR of structure shalt be steel-troweled to spring line II. ELEVATION S opplies at center of main line on prolongation of invert of spur JUNCTION STRUCTURE NO. I (J. S. I) SECTION A-A £yid1/J4 RCP Ex15fi'ltJ In/el 5/rucfure :-,--4,---f----'I~--.,..__, • I ' . ' ' ... -Befwee11 : ' \ 45°ond9P"1 ,___, : ~,--r· -.. ~ ¾-1£1 ,Jr L-1--1,,---I-~---<t.,r-~~ SECTION B-S .. /:2 morlar RE!NPtlRCeO CONCRETE PIPE CONNECTION Nol h:, Scale Noles: TM minimum opening info fhe e:r/sfii19 sform drain .$hall he fhe 011f~de diameler of lhe connecling pipe plus I inch. The concrete Dackftl/ supporfi"9 fhe connedm9 pipe ma,; be omiffpd 1I IM pip, i, laid an ':"'disfvrhed ,a.rlh fo .sft1rm dnrin wall 7 afGISTEREO OW ...... NO._of~4U • OA.IE 1,.moVE.o--2e/Jh~ __/_1,~ REDUCED PLAN USE SCALE BELOW l :, INCHL ElN ORIGIN! PlAN J MISCELLANEOUS DRAINAGE DETAILS J.S. Ng I, Pipe Connection X X •OIIN ND 9i Pf l • I l l i J ! 0 0 0 ~ ' ' --r I .J'-10¾ • I Jj".,/4: ·bor ' bolJ> s,d,s ---- ,::_4•,,3•zj" i"7 .J//6. 0 0 0 CRAT~ FRAME lJET.4/L. ND Sco/1 t------3'-/1~ ,, ______ ""1 • ANCHOR Pi.AC~M~Nl' DETAIL No Seal, ,. 1 ------3'·!0/fr ·------, ?-: " " .. SECTION A ·A (For P,p, D,on1,t,rs L,$s Thon .J9") 60 • I No Scale ·, : ... ,,., ~~~ r - - -- ' ' ' ' ' ' Frame 8 i' • ' T;,pe ?4 Crole.s ' ' ' ' ' ' ' ' 111 ' I ' L -- -. j I IU~ O,;, or Cu,b L-=--Vor-,bl, lo 5 9"=cx '4 /3ors Toto/ Z, ( Req(,1/rect . . '- re9urdiess o/ II) \ } ~ " • •• PLAN ~ '7C:W6· brnd 7",nto wal,'s 3-r,11,1 -----......1... -o. SHTION A ,4 60-Z No Scale c; I SI,: • ,r,r rnds of bo ·is " " 0 (boill'd 9ra'r5) or bor5 fwrld1d 9ro1,,J ro r bolfrd 9ral~s or p,,n lhr,oa's lack wrld on, 111.d lo boll lo hold Ont! ,, " •• ' nu/ ~ ·-~ -t'-"> " "" • ~ ·;., ,-~ ~ -" REDUCED USE SCALE 0 I ~ ~~ '"" " " "' ;., ~ PLAN BELOW 2 I 3 t::: 3 INCliES ON ORIGINAL PLAN ::.J ii"..-3~" Ki,'1$ • II 8 , T9pe Z4 i="r,:un,~ .f' L Cro/e5 II PLAN .For 9;.ole f'rome ( anchor plocrrnenl d,t,:uls s,1 Sid Pion~ 0 77-A ,, o· r"•L \2'•! -t1 ~--V,r I . ii ,, :, • !i " ,, ,, ,, ,. ,,, .!J " ' ' .4,· ' 010.· 91tlt ' • • •• ,· 0 ~ 7---' • '' ' p ' I L --j --1 I SECTION 8-8 (For p,pe diomelers le5s /hon 3!/"J t, 0 • 3 •. • • • '· ' ,. ' V • 8 _J l: " f- ........ 7 RIGliriii:DCIVIL ·ENQMEH NO. 0/$4.~ 0A1e .,movtrt ~temkr _ /'9,. .Jt:/~-- GENERAL NOTES I ii· 1S 1/Je di/Ye re nee 1,17 eiewkon be/ween //Je 01,1//el pfa7e f'Jdw /me tinal /he //ow hne o/ /he 9r&/es. ?. S/eps-Noae re7uired Jr//en"II' is r-6 .. or less. Ins/oil O/le .r1ij:? /6 .. r d.Mre /loor ;y/Je/1 'h'. /j /77ore Men .?"-b"t7@ less //loa ft✓-o,,_ /fl/Jere h'· /.i ·mo,,-e /he/? 5"-t7" sle,,,s sacJI be e1e/?& tp/,?n.t//1/ern?ls Ii-om 16·.t-0Povel7o. lo 1wl//1n ;rr ,;f' Ille h,t, cl'lkfex. Pluce Sl6:PS /h #'tJII M//?oul ,P/j:,e qtJea/??t7s .See .S/cwt;7crd ?ba IJ T✓ lbr .slt?p de/01/ . J. Pipe rs) coa be ,Ploceo //7 t7ny wt1.i)_.' 4. Rei11Torcia9 Slee/ o&' rey>u1reo-.1P wc//s when #~6'or less. 5. l?e1fl/'orc1/J9 sleei ;J, walls shall be # 4 bor.s.@! lt!'nL cenler.s ,P/oceQ ;½'' cleor lo //7s/de o/' box. Inti,/ Tt.1pe Gro~ Type W119hf CO·l(CO-l Z4 • IZ 580 24 • JOC 379 24 ·/OS 433 24 ·12 X 453 24-13 351 60·3 24·/2 HZ H t 6''-tJ' or /ess 6" 9"-/"/0 ?tJ'-(l' 9• No Scale MISCELLANEOUS DRAINAGE DETAILS OD-I, GD-2, 60-3 OR-17 X I. X 2. • l 3. l l 4. l 5. t 6 l , 5) J f fO"II HD ,Z l'F i L ... dowel 27 H dowel PLAN 1-IN .. cleor one ·2t "3@ G"c c 1 •. -~ 2~cleor slope to outlet in oll .&.;fZ: directions .. ..'-i .a..: 1"~1eor 1 "3fJ 6"c.c. ~ 6"-.... 8 SECTION A-A TYPE C 38 oncho,' 4" rod. dowel curb ,. .-rod. I 6"1- I GENERAL NOTES Curb ,__ ~-11-3@2"c.c. "• PLAN '. ~ome ond cover 4 rod. _J_ a"c.c. <O t 21· IHcleiY ... ~o .z ~ ' -. (/)J~ -t 2~ clear t· 1 Permissible Const. Joint _ __, T ,... B SECTION B-8 TYPE C 39 Anchor 8 Anchor Curb f rod. (';~ def c,.,[~B l~I OE TAIL OF DOWEL 2"c C Anchor- 4" rod PLAN {To be used· when top is pourrd separate, ••• I ___ .l " one ot each corned -;.• ..... + ,__ ,__ ___ varlable ----< , ,. --i_ ➔~clear ""'"°' --: < 2 1• ' ' :::::i~ o bar, •• A bar, I: ' T C bars 3" rod. -8 bars ,lope to outlel 1n all direction~ SECTION C-C TYPE C40 ' "H" 11 the difference in elevation between the outlet pipe flow line and the normal gutter grode line undepressed. 7. DIMENSIONS, Inlet Type C 38 -H = 3'-0~ unless otherwise specified. CONCRETE: Where the basin is to be constructed ✓within the limits of or contiguous to o proprosed sidewalk. the top slob of the basin shOII be poured monolilhic with the sidewalk using the same class of concrete as in the structure. CONNECTION PIPES may be placed in any position around the wof!s provided they align in the proper direction and their positions ore otherwise consistent with the drainage pion. Where monolithic connections ore not used, pipes shall be trimmed at skews necessary to insure minimum 3" pipe embedment and allow 3" radius roundinq of structure concrete adjacent to pipe ends For details of monolithic connectIons s!!e I) R-21 SURFACE of all exposed concrete shall conform in slope, grade, ,color, finish, and scoring to existing or proposed sidewalk odJocenl to th~ bos1n FLOOR of basin shall be given steel-troweled finish ond shall slope from all d1rect1on to to the outlet For Inlets Type C 39 ond C 40-rhe depth al the upstream end sholl be curb face plus 18" unless otherwise specified for W greoler than 10'. STEPS shall be¾~ round, gol11onized steel. None required where "H" Is 3'-6" or less Install -one step 16"! above floor when "H" is more lhon 3'-6" ond less !hon 5'-0". Where "H" is more !hon 5'-o", steps sholl be evenly spaced ol 12":!:. inlervols from 16":!: above floor to within 12" ± of the top of box 8 9 10. Inlets Type C 39 a C 40-H = 3'-6" unless atnerwise specified. Inlet Type C40 -W• 14' unless otherwise specified. 8 = 3'-2• unless otherwise specified T = 6" for side walls and bock wall ond a"' for fron1 if· H Is 3'-6" or less. T = a'' if H is greater than 3'-6• ond less than a'. T = 10" if H is a' or more Curb face = 9" unless otherwise specified. CURVATURE of the side walls ol curb opening shall be formed by curved forms and sho!I not be mode by plastering MANHOLE shall be ptoced along bock wo!f near outlet. For Frame ond Cover Deloi!, see Sid. Plan B7-11, Defod U46 0 ~ u 'N "' l REDUCED PLAN USE SCALE BELOW I 2 3 ' ' 4 3 INCHES ON ORIGINAL PLAN --l REINFORCEMENT w H T FRONT Horiz 7' To 4' 6" • 3 (? 6" 7' 4' lo 8' •• •4 ~ 12" 7' 8' to 12' 10" "-4@10· 7 53 184 REGl$IERf0 CIVll fHGINl:fll NO ()/§414 o.o.n maovw Geofetnh.o.r 19. 19-83 FOR TYPES C 39 8 C 40 WITH W• 7' OR WALL REAR WALL END WALL. FLOOR Vert. Horit. Ver!. Horiz. Vert. Bothways • 3 ~ 6" •• ef' 6" •• "'6" 41 3 (!! 6" •• ~ 6" •3 ~ s· 11 4@ 12R ., @ 12· •,4 ~ 12· •,4 # 12· •,4~12· •-,4 #J 12· • ,4• (!i 10· •,4 ft' 10· ".f.(910· ., @10· • .f. ~ ,o· ., ~10· Scoring line , .. To 4 1 6" • 3 ,~ s· . ' l,i s• •• t!' s· • 3 <,!-s· •• @6" ., "" 6" .. 3 @ g•. 2 3 4 5. 6. 7 , .. 4' to e' ... "4 L' 12• # 4 1.-12" , .. B' to 10' 10 ., I!'" BR •4 1:1 12" , .. JO' lo 12' ID . , "' ... 114 ~ 12" •-t-rN 12• • -4 {"" 12· • ,4 (<? 12· • 4 ~ 10· ., @ 10· • 4 @ 10· •• @ 10· ., @ 10· • .. ~ 10· •,4 (a 12• '4 ..fo 10· •,4 .?10· "4 (" 12· •• em• .... ~ 10· • .. REINFORCEMENT FOR TYPES C 39 8 C 40 WITH W • 21' OR MORE FRONT WALL ·REAR WALL I Wtld bars to plate 30" o.c In --------~ lieu of Type "B" 011chore . 0 _ _I_ ~ T +ft •• "' m Note: Alternate .. A •• bars to be cut off ot one halt height. FLOOR STEEL PLATE ANCHORAGE NOTES When curb face exceeds 7" o plain round steel protection bor 1" in dio shall be installed. Sor shall be embeded 5" of each end. When len9th of openin9 is 7'-o" or less, said bar shall be located 5~ behind C.F and 4" above gutter flow line. 511!5 xlO"sreel Plate formed as &haWl'I . .• ReinfOfl:ing StHI A stirrup shall be welded to each bolt when bolh a protection bar and support bolt ore required 11/e • holes in pl al• AdjustinQ nots to b1 tiohlentd and s11ci.-ed in plac, when 1frff1 plate is In proptr positton. 112~~,tirrup(seenote 21 Protection bor(He note 11 • AH exposed metal ports shall be galvanized. When required by length of opening bulb angle may be delivered in sections and butt welded in place All galvanizing domoged by welding shall receive lwo coots of aluminum point. Type A or Type B oncho•ooe moy be used Support bolls shall be inslolled when length of opening exceeds 7'· o". spacing shall be 7'-o" oc. max. ond 5'·o" o.c min The steel plate sho!I be fobr!coted from o/i6" x 10" universal mI II p!otes MISCELLANEOUS DRAINAGE DETAILS .~-.. Al!ernote anchors l''l° 20MSupporl boll with he.agonol nut! ( See not1 6 I TYPE A" STfEL PLAT[ ANCHORAK '~•-::-::::._,. 10• I .. I---~, ,, , . ~ ~ ( 'r'-j,~~ o __ j ----- -........___~,, \ -cI~"♦A11cnor 42"oc mox :t· Aller11ote OS lhOWI\ TYPE "e' STEEL PLATE ANCHORAGE Type C38, c3g_, C40 /n/1-fs GRATG TYPE cJlTEs WEIGHT l.'4-9 I 250 c~oss .secrtoN FRAME DCTAIL dt"nerol Nt1lt"f See Std Ptqns D 7 7 -tJ.!7'AC Pian ! l l j___ X J 5l\-1 PiAN APRON O~TA/l 4U rORII KO 91 P~ :::.. ___ ,,.. ,$ECTION 0-0 61n,r4/ Not,, s,, Sid Plan O 73 B + 0,ll'AC L__ ______ _ ~ I : 6'-0" ' TYPE OG- SECTION B-B 6 1-0" lt'-0" ~ S.ld S/1Jrm !Jrt:11"n In/el (JP-3 lnlef ' () "' 8 ! j_ • () _, ,. AC APRON OETA!L NO SCAl.e -REDUCED PLAN USE SCALE BELOW 54 184- D J H t ,5'-'0"' or ess 6" :_/"to PO~(J" 8 '' l 2 I I 3 INCHES ON ORIGINAL PLAN $lorn, Oro1n /n/d • J 2'· 1,13/, $£CT/ON C-C No Scale 4. Elbow .r;GISfEUD CIVll fNGIMUII NO 0/54,1,I CSP Riser \<,,:-,,-...--~ See Sid Pion SD 93 for _l _____________ r"--.Y~.---;---,J'I col/or d.-101I Use standard eLEVATION Tee connect,on w1/h slel!I pipe lrunk/1ne RC P shown STORM DRAIN RISER CONNECTION No MISCELLANEOUS DRAINAGE DETAILS AC Apron OR-19 X l • I l l l I l l STEEL PLA.TE A.LTERNA.TE 7 IM...fT OR OUTLET SIDEWALK tULV RT ~-£: BQ_X 9,-l.l/E_li!_ . f I K , ~J ---~ NO BARS UP INTO .A.DWALL ~ ' _/ _(£_} ~i---_J• LONGIT. REINF. BARS LPROlll)f C TRUCTl()N JOINT ~ U BARS (SEE SCHEDULE ABOVE) SECTION F-F !f2!.lH•B•C AJ¥J #•90~&"90.ANOLI •180-: .UNLESS OTHERWISE SPECIFIED ON PLANS ALTERNATE IN RTS N APPLICA8LE) SECTION E-E ,1NI/ERT El. 'V" INVERT • KEYED CONST. JOINT' SIDEWALK G I t ,.: t-i f I L __ _ L ___ _ NOTES OTHERWISE 2 OMIT FLOW 3 CONSTRUC Fl.LET LINE Iii -u•• • ~B • so:' Ml) ii • 180~ ... UNLESS PLANS. TS AT DOWNSTREAM END OF CULVERT T WHEN SPECIFIED ON Pt.ANS. OU<;H0<1"-THE STRUCTLRE SHALL BE bETERW-ED TME HIGHER END. 5 ALL EXP ED EDGE SHALL BE NSTRUCTED WITH 5/4~ CHAMFER RANSITION I 12" 7 Ora 78 55 !8 l REDUCED PLAN USE SCALE BELOW I 2 I I 3 .::I A~~l~E~i.E~-CIVIL i~~E. ~ 3 INCHES ON ORIGINAL PLAN NO. t?.l~"-~~-- DA.IE -'Pn<IVED Sepkmkr ;z /78'3__ j ONSTRUCTION OF A~C HOR FOR TRENCH WITH SLOPING r-----B IDEWALLS I f----· TRENCH WIDTH ------i I I I I 4·*4 BARS _j____ SECTION B-B ANC_HORS ELEVATION CONCRETE PIPE ANCHORS NOTES: 12" I OPTIONAL C<'NSV_J JOINT I llo ' • ; cl f ·"·:··: >···. 4" SECTION A-A I -PIPE ANCHORS REQUIRED ON ALL SLOPES OF 3: I OR STEEPER. 2 -ALL REINFORCING STEEL SHALL BE NUMBER 4 BARS. 3 -"E" SHALL BE 8 INCHES UNLESS OTHERWISE SPECIFIED. CONCRETE PIPE ANCHORS I I E--j MISCELLANE DRAINAGE DETAILS Concrete Pipe Anchors DR-20 Slo •ORIII HO 92 pr • l I j j ! ~ ' ' ' • T ·.8"""'.: ' ' ' • . ·' • • 0 A 0 SECTION lJ·B 0 L T !Z" 1.0· 4• -f--/tJ" Io· 5· z4· Io· 6. 36" 1.5' 8. 48" 1.5' 10" 54• I 5• 10· >---1--·--~ 60" I 75' I J" 66" /_ 75' I/" 72" 20· 12'' :_c-ban -2 obovt ond •c• bon-2 obOo't and 2 btlo• optninq Minimum of ◄-kti .. obowt ond 4-._ ti•• below 09enin9 ond _on sica-•-Molimum IPGClnQ 18. PLAN OF CORNER CONNECTION . n •e• bort-2 above and Z below OP«lin,a I oltM per Not, 2 PLAN OF SIDE CONNECTION MONOLITHIC 0 T •• ...---.: 12· -r. 15• ~n ie· 5• 21" ~v,• 24" •• ... •5 27" ~,n (i, 30· 7" • 33" 7" • 3o t7-l,z 39• •• 42" •• 45" •• ••• •• 51" •• 54" •• 57" 10· · .. •• 60" io" (a 63" 10· " • 66" 11· ••• 11· 12 11· SECTION c-c NOTES I. Round 1d9e of outlet to 3• rodiua. 2. Reinforcement tflall bl 111; inchu clear f,0111 the foce of coftcrtft. .3. In connectino to on Histirit 1trucl•r• brtall out ,o,tion1 of th1 ui1ti111 1tructv,1 ai• inchH out1id1 ill interHcfion with tftl now connection. ltnd 11uh of ~4 bars ovu connection opening as required. CONNECTION FOR PIPES 12" TO 72" INCLUSIVE 3-14 each foce 44@ IZq CONCRETE COLLAR NO SCALE NOTl, Wh1r1 p,p15 or d,rrer,nl d1om1lers or, J01n1d w,th o ('Oncr,te col/or_ L and T .!hall be lho!Je or the lorq,,. t),p, D • D, or D,? wh,chevt'r ,s 9rt1oler 3 Omd r1,n/"orc,n9 on l),fu!s ;>4· and l,ss ,n diameter and on all p,p,!J wh1re on9le 4 ,s l155 /hon 10• 4 Jo,n p,pe5 al ,nver!S 5 Re,nrorcemenl Sha/I be placed :J • c.'eor /r"o"' ouls,de d,ameler of" ;:;,pe a t:. REDUCED PLAN USE SCALE BELOW 2 I I 3 INCHES ON ORIGINAL PLAN ':, I ! ,t:. I I r:oppmq 1 'O : I slab \ : I I I J '-EJl,1~/ slruclure SCCT/ON A-A "4@6' C-C bo/h WOf/5 PLAN CAPPING DETAIL No Scale Co;t ,. '<! ro,,, P,o,.ct MISCELLANEOUS DRAINAGE DETAILS Concr1te Col/t.1r, Ct.1ppin9 Oefail Monolithic Connecfion DR-2I i i I -•. I ..... .. ,,,., .. I ':" J .::::! loOol ,,o,-~ * THE QUANTITY SHOWN IN THIS COLUMN RCP = REINFORCED CONCRETE NOTE. 07 I Ora ! 73 I T.">.li,/Rii>.G> 157 1184 FOR EACH INDIVIDUAL PORTION OF WORK PIPE STORM DRAIN STRUCTURE LIST I All Joints ore standard joints unless otherwise noted on the plans. /s. -(/ IS A FINAL PAY QUANTITY. CSP= CORRUGATED STEEL PIPE SHEET_/_ OF L SHEETS 2. * * Indicates pipes wi1h Positive Joints / noJfCr ~GINEiR-l 3 *** Indicates not o pay item. REGISTUU) CIVll ENGINEE11 -SCS?=SLOTTED CORRUGATED NO 0(~,t/,!/4, _ STEEL PIPE 0-'TE APPROVED September 19,_ 1983 __ -- Wer RCP --!"I 1--w --o!"I 01:1 w REDUCED PLAN «> w er o * * O> O> OU) 0 1--* * ,_ w w Cl) <t USE SCALE BELOW "'-' w * * Cl) ,_ 0 (.) Cl) (.) Cl) w Cl) 0:: * 0 er "' (.) <t 0 I 2 J "' *w oo er w 0 !:i o« er <t er .J (!) t= I I .J zz (.) er 1--0 .J er w er <t -"-.J Ou .. 3 INCliES ON ORIGINAL PLAN 0 w <t <t z w a. ~~ "-(.) .,__ g ,__::, w 0 > er a. --z-:-':w er ... " w 1--1--ww '-'w 0 " Cl) -0> -0> <I) WW -w w w er'-' <I) ::; ::s 1--.J (.) (.) (.) er!!, w 0.. wa. > 1--"'.]' I "-(.)::, <t <t 0 ,_ ,_ er ii: er ii: 0 w U-> 0 z er "' er er (/) 0 0 z 0 0 0 0 0 a. (.) ..J z-0: <t I 1--w 0 w 0 ow 0 .. 0 z 0 1--"-IL z <t 0 1--Ww wW ~ 0 0 (.) <I) z uZ <t w 1--"'1--"' 1--w,__ z uX 0 z 0 IL 0:: w<t (/) .J 1--a. 1--(.) w uw "'w ::, 1--.., e= > er er er 00 er::; ,__w 1--w 0 a. 0 u a:: o:< z -;,,: Cl) Cl) .J <t er <t a:: ::; en w a. er 00 w _a. w w::S w::; .J (.) -, (.) -, (.) «u -:::, o'° 0 Cl) --1--.J er 0 z:-': a. "'<t <I) <t a. Cl) u • z • z _-,z X -, z- ii: !'2 -a. wcr wer <t -.,. -.,. 00 <00 -NO <t 0 ~ w u -::; >-<0-~ co 1811 2411 3011 3611 4211 4811 6611 72" 78" ' w 0 <I) :c ::;_ ::; 1--"'a. O::IL 0, IL u N N "' (.) "' (.) .,. (.) ::s <t I er STATION w LF CY Cl) a. 0 FT CY LBS EA EA EA LF LF LF LF LF LF LF FT LF LF LF LF LF LF LF LF LF EA 2 f 196 +00 N/J!J igpe Cl Ink-I 4.§0 1.28 326 24--12 !1.0 l2t 2 I 194 ,75 N/8 T9p, t;O /,17/e,' 4.IJO 149 !26 24·/Z 4.5 80 .. 2 2 200-1-25 S/B T9pe t:O In/el 4.6I l6I .126 24-12 !1.0 22 2 2 200-1-00 S/8 T§fpe CO In/el ~59 /6!1 !26 24-12 ;.5 22 2 t /99 + 75 S/8 7vpe i;o 1,,1,1 5.12 I. 77 326 2-1-12 7.5 64 2 3 20'1130 S/8 79pe t:/ /n/tPI 4.70 1§2 $76 24-/2 90 4 !1.0 302 2 !J 200NtJ S/8 T9pe Cl /11/tPI !1.20 0.99 326 2442 4.5 20 --x I- 5 4 8+90 Birch T9p, C40 /11/,d .1,§ 5.88 /30 MN ,.o 64 ' ,.,, 5 4 91-53 iJ,;-cl, M/1. Alo. f J.54 u~ 8-B~ I /26 //,0 282 5 4-45+ /9. 79 9..0. 6'0-1 ;,,1,1 6./2 Z.25 580 m 5.5 342 24-12 5 4 41+66 so. M./1. No.4--/1.58 458 ,,,,,, 4.60 /0.5 812 Ff'C 4 4 39-1-,1.g 9.P. MIi. .Alo. 4 -/4.82 468 "" 9.70 /0.5 /lt6 l'f/C !J 4 2/f/5 s.a M.1-1 No. 2 7.48 7.40 458 MN uo /8.0 7!14 ,c~c !J ; 14' 75 S.P M.f/. No.2 7.7! 7.!18 458 .,,, /6.817 21.0 222 l'/C ' ., 5 ltJ8t-25 Romp 7j,p4 Cl h/,f 4.IJO /./1 326 24-12 70 4 6.0 90 j 3 5a f!O+OO Romp Tgpe a/ lnl,I 4.00 1.17 326 z.4-,r 3.5 24 X , __ 1 5• !fO+/tJ Romp 79pe (;/ /nldf ,t..50 /.t6 ;t6 t4.f2 I 9.0 96 ' l -. -·-- l ., 6 109./-00 Romp T§fpe a I /11/e-l 4.00 1.17 526 24-lt fO 4 4.0 66 ., 6 rtJ9+50 N/8 &O•.$ h1/el ~50 f.81 652 (Z) 4.(J 1!18 -l U-12 !J 6 fff+OO Romp 7!{ptt <'n ln/,,f ,1.70 /.69 .126 14-12 10 4 4.5 IJ(} ---!J 6 1//f + 25 5/e G0-.1 h/ef 4.00 /.67 I 5.5 62 j ., 6 Zif +25 S/8 Tfp, G2 /11/el 700 z.n .126 t-1-12 . --1/.0 24- !J 60 IS 7 r 08 Jom./Jor,~ 7qpe C~8 /11/el 4.50 t.91 f ' 4.0 /08 I ... ----· ! !J 60 187 + /6 Jombor,e 7!fpe C4.0 /n/ef 4.50 4.47 I /7.0 70 i --·· -!J 60 l87r/6 .lomPor~e Cone . .P7pe Ancht1rs 2.80 -~ ! !J 7 214+00 N/8 /J'pe GCJ Inlet 4.tJO /.¢.9 326 24-/2 H n X !J 7 2/4+!15 N/1$ i~pe ilO lnl,f 4.20 /5.1 326 Z4-lt !J.0 !18 s I DRAINAGE QUANTITIES \ ! SUBTOTAL 85.19 8084 46.86 5 f f /8(} 16 /28 1210 !# 282 342 812 1126 956 I DR-22 I FOR REDUCED PLANS 0 ' 2 3 I I FORM OC0(,~2-P> ClRIGltl/\L SCALf IS ltl lflCHES ' ' ------------------·-- ··-·- I ---------· --· I I I . '" I ·•"• I ..... .,., ... , .. '::"I~ .. ,,..,,,_ NOTE 07I0ral n I T3.<o IR<o.<o 581184 * THE QUANTITY SHOWN IN THIS COLUMN RCP = REINFORCED CONCRETE FOR EACH INDIVIDUAL PORTION OF WORK P!PE STORM DRAIN STRUCTURE LIST I. Alf Joints ore standard joints unless otherwise noted on the plans. -/=J~i= ~·--IS A FINAL PAY QUANTITY. CSP::c CORRUGATED STEEL PIPE SHEET L OF .:!._ SHEETS 2 * * Indicates pipes with Positive Joints 3 *** Indicates not o pay item. "7PROJKT ~NGINEER REGISURED c1iril ENGIN£Eil - SCSP" SLOTTED CORRUGATED NO (}/!i.J,j~---·- STEEL PIPE DATE APPROVED .S.ptember 19, 1211:,___ __ Wo:: RCP 1-w -- 01:1 1:1 w REDUCED PLAN <£> w * . 01:1 0 o::o I-* "' "' w 0(1) <( USE SCALE BELOW "'u * * ,._ ,._ u (I) w (I) w (I) a:: w * *"' 0 u (I) u <t I 2 3 * 0 a: (I) (!) 0 "' *W co a: w ci 2 o« a: <( a: _J t= I I ::.I _J zz u a: I-o-' Ou ~ INCHES ON ORIGINAL PLAN a: a: w <t <( z w <t -"-_J "-u 0 Ill 0 w::, a. ~~ "--I-w 0 > a: a. --z-~w a: I- ;,: I-I-I-Ww Uw 0 "' (I) "' "' (I) WW -w w IU~ Wu (I) ::;; ::;; I-_J u u u a: !!, Wa. wa. > I-a:-' I "-a:::, <t <( 0 ,._ ,._ a: a: a: ii: 0 w u= 0 u a: d5 u,O 0 z 0 0 0 0 ca. __J a: a: a: 0 u Zu. z,-«:z: z <( I-w ci 2 w OW .. ~ 0 z "-"-I-ww wW 0~ ci Ou, z uZ <t w I-w,_ z ci 0 u 0 "-It: w<t (/) __J I-I-"'I-"' I-"'w . ::, I-u_, z .= > a: a: 1!c 00 a: ::;; 1-w 1-W 0 a. a. 0 uw uW Uo:: "'<( z ~ (/) <t a: <( a: ::;; (/) w a. a: 00 _a.w w:E w:E _J (/) _J "'u -o Ill 0 w (/) u u (/) -, u -, u ::::, ---I-_J a: 0 z~ a. "'"' "'"' a. • z • z _-,z X , z- G: ~ -a. w a: WO:: . . ';,. ,, "NO <t 0 w u -::;; >-<D-"' a, a, 00 <DO 1811 2411 30" 3611 4211 4811 66" 7211 7811 Si ' w 0 (/) :z: ::;;_ ::;; I-1')0. 0:: "-°'"-u "' "' ,.., u ,.., u qU ::;; <t :z: a: STATION w CY LBS LF EA EA EA LF LF LF LF LF FT CY (/) a. Cl FT LF LF LF LF LF LF LF LF LF LF LF EA !I 7 214-,.75 N/B 7gpe GO lnl~I t/.10 U6 526 24./2 4.0 f(J(J 'J 7 214 -,.75 Fwy t;t,-$ ln/til 4.80 /90 652 (ZJ 4.5 8~ z,42 .. !I 7 2/4 fl!f S/8 ]j,pe GZ In/el 6.06 2.02 !126 2~-/Z 7.5 8 .. 7 IS ..-40 5.0. JS No. I 2.017 3 7a Z/5r5o Fwy. r9p, GI In/el 175 f.(JJ 326 24·12 /50 4 'J 8 RCP lO 86 ·--· 3 8 2/8..-50 Fw_y. ao-1 /11/el 5.Z!i 2.00 580 ;ZJ 4 zo 5.0 94 Z4-/,/ 3. 8 2/8+50 rwv. 110·3 In/el 5.75 2.18 652 (2J 5.0 84 24-12 3 8 -2/8r50 Fwq. CO·/ /nlef 6.60 2.89 580 (2) 24-IZ 4 20 8.0 10 ~ 3 Bo RCP 5./J n 3 Bo 2/G..-97:t Fwg. M.11. No./ 5.tJtJ 3.JZ 458 .r:1/~ /.33 5./J 160 3 Bh RCP 5.IJ 6 'J 8b 220+5ot Fw1s. M.11. /..lo. I 5.00 3.32 458 lfMH (C NJ 5.0 210 4 9 225+25 Fw9. GO-I ln/t!-I 5.00 /93 580 "' 4 20 4.5 82 24-12 4 9 225 +25 /"w9. G0-3 /nl,"f 5.50 2.11 652 ,,, 5.0 94 14-12 4 9 225#25 FW!f• GO·/ /11/el 6.6"5 2.41 580 (ZJ 4 20 75 8 "4-12 4 9 28+90 s.o. JS. No. I 183 l X -4 /(} 9#/9.5 Sprve, 7gpl!' c~o ll'll,t fJ.00 18.74 /30 MN P/C /00 /6.tJ 84 ' 4 //Ja IJS..-!J0 8risfol Type GO ll'llef 4.0tJ /.49 23' 24·f2 9,7 68 l . J 4 //Ja 9-f67 Sprucd' JS. No. I 0.51 J 4 /06 9f/9.5 Sprue, T!fp~ C40 In/el 4.00 6./2 I ?.5 38 --4 II /!J-f50 /?o,np Tj,p, 6'-I ll'll,T 3.5(} 106 326 24-12 /3.5 74 l 4 II Cone. /7/pe Anchors 2.80 I 4 II 'J7f/0 s.o J.S No. I IU l r 4 /2 8+00 Ro.mp T!fpe G'·'J /h/lf 4.00 fZ5 326 U-lt 2.5 /28 ~ 4 12 6+75 Romp 7!1P" G·I /n/4'1 4./JtJ f/7 326 '.r4·IZ 2.5 48 l 4 /2 6-f25 l?omp Type t;-2 /11/el ,/.(JO /.5/ !126 2/.-ft 3.0 /82 4 /2 4+40 Romp l9pl!' GOO ll'llel 4.50 2.117 6!!4 fZJ 2.5 $8 24-12 (<c-· I DRAINAGE QUANTITIES ! SUBTOTAL liJ.08 8,471 2.66 I /50 4 16 80 I/JO 994 546 178 ) 1 DR-23 I FOR RfDUGED PlANS lllCHES ? I ! 3 I I fOR" OCDE-01-Pf ORl(;lf/Al SGAL[ I.<; 1t1 . . ' - I I I I , ... •0••·, I , .... ' >oa,.OH J ':'I~ , ... , .. * THE QUANTITY SHOWN IN THIS COLUMN RCP "REINFORCED CONCRETE NOTE. 07 Ora I 73 I T.3. i;; Rli>.i; I 59 I 184 FOR EACH INDJVIDUAL PORTION OF WORK PIPE STORM DRAIN STRUCTURE LIST I All Joints ore standard joints unless otherwise noted on the plons. /----,"'~-~-~' IS A FINAL PAY QUANTITY. CSP= CORRUGATED STEEL PIPE SHEET LOF ±_ SHEETS 2. * * Indicates pipes with Positive Joints -3 *** Indicates not o pay item / •~OJECI fNGINEU ~EGIST!RE0 CMI ENi.lNEE~ -SCSP=SLOTTED CORRUGATED NO 0/5~~-4_ ' STEEL PIPE - OAT! "PPIIO\lfO .September 19, Jfil__~--- We,: RCP t-w ---01;:1 l:'l "'> w * * O> o!;:j Oen w REDUCED PLAN o:o ,-* * "' w wen 0 "'u I'-I'-uen wen <( USE SCALE BELOW * w * * en 0 0 o: en uen u<t 0:: :,: * w Ca 0: w 0 0 ost 0: <t 0: _) <l> 0 I 2 J _) zz u 0: ,-o-1 Ou L I I ' 0: 0: w <t <t z w <t -u. _) u. u 0 w ::> a. ~~ "--g UI 3 INCHES ON OfflGtNAL PLAN ;;:: ,-,-w 0 > 0: a. --z-:': w 0: ,-,-ww Uw 0 "' en en -w w Wu en ::; ::; u u "' O> u WW Wa_ wa. > f-UI u. 0: ::> ,-_) 0 I'-I'-0: a. 0: ii: 0: a: o::-I <t <t 0 a: 0 w uj 0 Uc,: ., enO 0 z a 0 0 0 a: z,-0:"' <t:,:: w w ow ow u ...J z-0 z u. u. z <t ,-0 s Ww ':': 0 0 gen z uz "" w ,-,... w ,-w,-z o"-0 0 U. I>: Lu <t U) _) ,-,-:,: ,- ~Lu "'w u"' z i= > 0: 0: ~ 00 0: ::; ,-w 0 a. (L 0 uw u"' ::> f-..., z ,-w :"' en "" "' <t "' ::; . (/) a:<t Lu a. "' 00 Lu a.Lu w::; w::; _) en u _) -,u -, u ""u :::, , ,-_) 0 z :': u a. "'"" (/)"" a. (/) u en a Z _..,z x .., odl 0: a Q. a Z z~ Lu G: u -::; ~ >-<D-WO: Wo: <t a, a, -_,. ;,. oo <DO NO "" 18 11 24" 30' I 3611 42" 48" 6611 7211 7811 0 i X Lu 0 (/) :,:: ::;_ ::; ,-"'a. a:: u. a::u. u "' "' ..-,u "'u s;u ::; <( . :,:: 0: Lu en a. STATION 0 FT CY LBS LF EA EA EA LF LF LF LF LF LF LF FT LF LF LF LF LF LF LF LF LF EA CY 4 IZ ,l-1-00 Ron,p 7gpe 0LJO Inlet 47() 2.17 634 (2) 7.5 218 24-·l2 4 12 37'20 $.0. J.S. Ale,. I /57 4 tro l;>CP 7.5 56 ~ 4 /2/, l?CP 6.5 38 4 fJ t6,00 l?omp 79pe t;-f /17/,,,f 4.00 /./7 326 24-12 9.5 54 4 IJ 19,45 s.o. J.S. No.I f.ZJ 5 14 u7,oo Fw9. &'0-1 /n/ef jq&o /.64 580 {2/ !W 4 U-lt --x 5 14 40,70 S.tJ. ./. $. No./ /.24 1-- ' 5 l!f 9,29 C.fpr,sG 79pe C40 117/~f 6.(70 8.$2 I /0.0 'ZB 5 /5 9f67. 5 Cypress M.H. ,Vo. 4 J.31 458 ;Mjll I' C 9.GtJ 90 7.0 -IS 5 l!ftr 17'15 Rt'l.l'hp 7fpd' (}-/ /n/,f J.85 1.14 326 14·12 2.5 !!8 5 /!fo l8+15 Komp Tvpe 6'-1 /n/,I 4./JO /.17 .126 ti-ft 45 /() 5 /5,r (J'f4~ s.o. J.S.No. I {).79 !f /!fb /67+-IIJ Bn6lt,I Tfpe G T-3 /n/,t 3.5tJ 1.9{) 478 /2) to., ,fir 24-11. 5 /5c 9-1-10 Cv,e,r,s$ Tgp~ C 40 /hl,f 9.00 9-9!! /JO MIi /4-5 5"8 ;</C ! 5 /6 2'3B+95 Fwv. Tvpe t:-1 lnl,I 4.ZP fzt 326 z.l·/1 10 4 4.5 4 X '-~ 5 16 ,,-z,05 s.o. J. $. ,Vo. I 0.76 ' l 5 17 l!H50 Romp 79pe G·/ In/el 4./0 1./9 326 U-12 5.{) zo -- l 5 IT 4!1'20 $.O. .I$. No.I 0.7/ ,_ l-5 /8 9f26± Bi>-ch li'CP ,.~ 2Z ! 5 20 145 'I!! !/. Br,~fol l;>CP I" 2.54 9.0 /04 l Cone. Pipe Anchors 5 20 246-1-00 Fwq: (;tJ-2 ln/ef 6.58 ?.72 580 (2J 4.5 410 'd·l2 l 5 20 69f52.l2 S.P M.1-1. ,Vo. '2 4.67 !f.21 458 MH 5.12 40 446 l'fC 1-1-6 to 6~1-00 S.P "i)·!J lnl,T 7.~8 t.69 "' 40 574 652 t~•ft ! X !J 11 ,1,70 Romp 7pp, 6-5 lhl~I 4.50 1.16 g26 ti-ft J.5 208 ' J SUBTOTAL 52.53 592t; l'Z.72 I /() 4 90 -15+ 278 /90 5/8 lt?ZtJ DRAINAGE QUANTITIES 5q ! DR-24 I FOR REDUCED PLAf1S 0 ' , f _ _J I FOR,. oco,-?1-PF ORIGIIIAL SCAlf l'i Ill II/CH[', ' ·-·----· ·--------"~-----, ...... I I I I ,., I ·., . ., I '='" I ·--· 'i:" I .:::, , ... ,.,.,_ * THE QUANTITY SHOWN IN THIS COLUMN RC P "RE IN FORCED CONCRETE NOTE. 07 I Ora I 73 IT3.w/R/o,/o !iO 1184 FOR EACH INDIVIDUAL PORTION OF WORK PIPE STORM DRAIN STRUCTURE LIST I All Joinls ore standard joints unless oiherwise noted on !he plans. /.>-• ~· JS A FINAL PAY QUANTITY. CSP= CORRUGATED STEEL PIPE SHEET.±_ OF ~ SHEETS 2. * * Indicates pipes wilh Positive Joints 3 *** Indicates not o pay item. / PRoifc1 Y..GiNEo -<~ • RfG1Sr£RicO c·1viL ENGIHff1 ·-SCSP= SLOTTED CORRUGATED NO {Jj/j_d,I_+ STEEL PIPE . DATE APPl!OVED .5epte.mber.J9, 1183 Wtt: RCP 1-w ---01:1 I':! LLI REDUCED PLAN <( > w ,. ,. • O> 01:1 0(/) Q Q: 0 I-,. ,. "' I'-w w (/) <( USE SCALE BELOW <!>(.) I'-(.) (/) w (/) Ir w * *"' 0 (.) (/) (.) <( 0 I 2 3 ,. 0 Q: (/) . (!) "' ,. w Oc::, Q: w ci g o<t Q: <( Q: _J L I I .:..1 _J zz (.) Q: I-0 _J 3 INCHES ON ORIGINAL Pl.AH Q: w Q: <( -"-_J Ou 0 w <( <( z w "-(.) .,__ 0 I-:::, w 0 > Q: a. --a. z!,, z-;a, w Q: I-UJ ;;, I-w I-I-WW (.) w 0 <!> (/) -"' -"' (/) WW -w w I-Q: (.) (/) ::.::;; I-_J (.) (.) (.) Q: a. Wa_ wa. > ""-I "-(.) :::, <( <( 0 I'-I'-Q: ;;: Q: ii: 0 LLI or_. or 0 z Q: dl Q: Ir (/)0 0 z 0 0 0 0 0 ii: (.) ..J U-' 0 01-"-"-<( J: z <( I-w ci g w ow ow z z- ci z z uZ <( I-I-w w w,_ w,_ o"-0 (.) (/) "-0: w I-"'I-z .,:.: 0 0 w<t (/) _J I-i}W "'w z ;:: > ~ 00 ,_w a. a. 0 (.) w :::, I-u z Ir Q: Q: ::;; ,-w "' 0 (/) <( Q: <( Q: (.) Q: ::;; "' a:< a. w::E w::. _J (/) _J <((.) w Q: 00 0 w a. w (.) (/) .., (.) .., (.) x ::, o Ill I-_J ii: 0 z ;a, a. u,<( OJ<( a. (/) (.) . z _.., z ... ~ • a. ;,. • z -:z~ w G: (.) -::;; >-<D-w Ir WQ: <( !!! ., -;,. oo <DO o.sO <( 18" 2411 30' '3611 4211 48" 6611 7211 7811 0 :i ' w 0 (/) J: ::;;_ ::; I-,., a. Q: "-Q: "-(.) "' "' ,., (.) ,., (.) .,, (.) ::;; <( J: Q: STATION w FT LF EA EA EA LF 0) a. 0 CY LBS LF LF LF LF LF LF FT LF LF LF LF LF LF LF LF LF EA CY ' 5 21 2-ll>rSO rwv. &t?-1 lhl,d 52I 199 580 m U·/2 ;. 10 4.0 '170 5 2/a 244'r6tJ TW/1-t:t?·J hlef UJO 167 652 ,,, 4.0 92 24-12 5 2/o 244-167 FWJI. .1.9. No./ 0.$9 ,. 5 22 /tH 40 8/ircll Jj,pe C !!8 lnl,I 4.25 257 /JO ,.,,.. -"Ft: !15 66 5 lZ /Of40 8irch T11p, C!/8 m/4'1 4.15 2.7/ /§0 MN l'tC 10.0 tn 5 n N6'50 r'wp. Ot?-1 /n/,f !f.ttJ f.99 580 m 5.0 134 u.~11 5 n 72~75 so. .I.S. No.I /.IJ!J 5 23 250-1-00 Fwv, (;0-1 /11/t!'f 5.20 f.99 680 12} 5.5 86 ' 24·12 ~- 5 24 250,1-50 Fwp. &t?-1 Jn/41f 6.20 1.99 580 {Z} 24-12 5.0 92 5 24 2501-50 l"wp. G'O-!J 1/?let 6./4 2.JO 652 (2) 5.0 /6 24·12 • 6 25 25'1-1-50 rwv-t:0-1 lh/tPI 5.20 f.99 580 tz} 24-12 6.0 104 6 26 255+00 Fwp; GO-I In/el 6./8 /.99 68t7 /Z) 4 24-12 /tJ 6.0 92 ,; 27 2571-5() Fw¥o GD-I h,Jef 4.68 f.84 580 (ZJ J.2 48 2~·/2 6 27 258f00 Fwg. Tfipe 00 111/el 4. 91! 172 J26 2/-11 J.5 46 6 27 258+51) ,Cwg. l!fpe GO h,lt1f 5.~3 /.!JI 326 24-12 3.5 48 ! 6 27 2~91tJO rw9 T9pe 60 /h/el 5.92 1.96 326 24·12 5.5 /06 X •-~ 6 27 6tJl-?5 SP. J. s. No.I /.17 ' 6 28 26095 Fw~. T.-pe tl I /n/d ,f.70 /.32 326 N·/2 ftJ 4 4.0 92 l 26/.,LO(J r,; l " 28 Fwy. 00-1 Ihle/ 5",.5CJ 2.08 580 z;-12 5.0 44 6 284 259100 Fw_p (iO-/ lnld •f.70 f.84 580 "' ,5.5 l;.f l 24-/2 ., JO 6 29 10-1--,.3 Cqmpvs '!IP~ C38 /hlef 3.00 2.22 /3/) MH 3.5 12 F,-C '-1-6A Z65-l-75./-o29,I-IS J/or. lnle/5 5 ! 290 265.,<75 6A r"w9. 60-1 /nlel ;..,s /,66 580 (2) 24-12 8 68 JO 265-1-04 !='HI.JI-tlD-1 /,?/el 3.tJ0 /.3/J 580 t,J 8 ! Coner.de Bock/',!/ U-12 ,. 8 tiD-1 /nlef ,,, ' 68 3/ 285-1-27 r°Wf, Concr~le .Bpck/il/ 3.00 f.3G ff80 24-12 8 /. 8 t 68 J2 285-r'50 Fwy. T>:t,'.~ 6-2 1,,,/ef ,!.()() /.'25 326 Z.f-12 8 f.4 ont:refe --&h'/J ·-~ 6C 35 2.951-92 r°N#. u0·!3("1,d}lnld -,..2+ o.~o I I ! ,;c •• 298.,<0~ ~~-G0-3 In/el J.IJIJ f.36 {;52 2) //18 ' 2.4-12 \ 66 33 298.,.lt,; ~>Vp. 60-3 /,?/el 2-82 /.!J6 652 ,2) 8 '24-12 i DRAINAGE QUANTITIES ~\) ! SUBTOTAL 46.92 l~J,S I 5 10 ~ /2 JO 7-2 l29t I 4 l 11~ ,10 iA ~ 60 ~t ~~ 110 '°° ,i~ ~o Aio ,o ~-t ~%~ ,o oiO i'\ ,ib 6b DR-25 GRAND TOTAL i C, \ ~ iA • ~~· .~· ~ ,, ~., i \, I, g I FOR REOl/CED Pt.ANS 0 , 2 3 I I fO•M DCOE-92-Pf ORIGINAl SCALf 15 IN INCHES 1 . ILlff LOCATIONS NAY M IIB'V'IHD !'ROH TJl:)Sli SB)Wlf Dtll TO Jt:S'LOCATIONS llQOIUD AS PART-OP TBl!I: ROll'l'Z 73 KnBIISiotl ·PROJECT. COll'l'RACT01' SlmLL VBRlh' TS R)JUION'l'At. 1illD VUITICAL LOCATIONS OP ALI. 01'ILZTIJ!l:S PRIO• 'l'O llJ!IMl'l'TIBG l'Il'B SBOP DRAWINGS. /ll#TAU ~• flTZ. l'IPE. WArEI /'UII,/ bcroVR GEt: PJ.AN41'frrYllE CUT HENOrE INTERFEHIN6 POl'{T/ON OF IFK/ST. an. e,,,,/.MJ ,4,vPn'/ST. A:,,"' ~n'" . .,..../P!, DETAIL N.T.S. ,v,vrs-· IN5TALl TEMf'OHA/?Y TEST 81/lKH£AP JOIN WITH Bl/TT -STRAP HANPHOlf: AFTER T£5TING /. Pl'llNFeCTION ~ IYArr, ,-,,,v $.TA/7,0:,,V/,V,:S' /S.#t:d~ :/" ~,IYA/'T,r,#,#/,V ,:;.. -e. rA.t,-,ES' S"-4LL ,re 84:)C~,F.l) ,"'lr,t'" C..U-B . .s'Tb.-$"t¥.-.C. r ,,,,:,c ,..,,,,...,, v-vrs s-.te .&F' Rr"4',:,rc,o. ,dFr£,t"' ,t:;1r/21P,r,!/,</£ /$ /.V S"F.-<""Ht""F. 4 ,.(,<,r"N&'A"" B~.<$ ,,-.r,C"" C.M.4. 5'TP. -'5'd,i, -,! <I'. nvPUST 6£~$' ~,C""t:°.Al':8. $'TA -,S-✓d-,::. 5-c-.:::>..vrrAcr,:;,..r SAl'.,u,: _,,,,,.,.re ,VECES';S'Al,PY A,P,PAIA/.SE,l',f'.r,v,n;' Tt' ~S'SV,Ftr 7%4!" FJ'/Sll'AAS" /,!'* ,F/t:.-p,;UPtrS AE1£....-.9,',t"'A'..VE.O VA/n-L ,UFH'?,V~rsL~ef'NJl,!e,F' NA/;(/ Al,l'Y a:v,,-.,.q:,En"'.O. WT/ OIITPIC........,. 11111 -P1UO 7. Me . ..1Y. P. ,, #IFSU &.uS<!:>L/.PATIF..0 IYAr.E, P/:rr, t:.,v. 8. ~ ,:'/i""I'" ,t!?.,.,-,VEl/t,,RT BEACH. OETOllll. SYeVEY UN£ aJl?V£ atlTA 01 L T • 7(,•5~'10" ~ 2(;,4..00" • .½4-n· i 20,.57' ~-.r,r 3-~'1£---.P-.U~ AS'SE.4'8L/£5' .iETA'EE,V ~,v,qr.s,~ ,:" 8/,-,:0# A'.9 P/-"'R:TF.P Br ,i;-,v,:;;,,,,,v,:,=.,t'!' ' ~ ~ ~~ • • , ? • -~ ~ 1!:t • " ~:--,, • 3+00 ~ ~ ~ ~! ,I %l~~ • ... !~1 '• • • ~ ..,.., :;:,_,, ,. ~~ .. ~~,;,; . ~~ ,;. ~~i~l -~ ~~ E DETOUR -·. IJETOIJH SUNYEY J./1,/E ~ ~i ~· '~ .. ~~ ,c INS!All /(,"FlG.OUT£€T RT.~ 1•""BTFlY. YlY.,R~. /. 1•"" BUNP FUNG£. IN$TA£L 8'PLVG 'THRl/5T lJLOtK • ?SF /N~TAl..l IZ"'PLU6 I, THRU5T BLOCK • /~ S,,,. /~TAI,./,. t• IITPtr: YlY.,Fl6. ---7J!, .,, /84- 1lOJKI lNGINEH R1:G1$1ERt0~Ctv11 lNr,,r,,iiii ~ CAI~ J.PflOVfO DETAIL N.T.S. ~-l.41!£_,-· ~~1::;,:z;,.,/,,0,--;r, /9B!3 REDUCED PLAN USE SCALE BELOW ~ ,KJ,IN WITH IIU" Sl»tP i- HANPHOi.£ ~If TE~Tl/116 /,-PIS/N,r~CTION «NtWE' UIST. at.IND FLANGE/ TNINHT M.OCK, INSTALL 1'• llrFLY. YC.V.,Fl.6. 015T. ,~-:~1r,~:,&~CAd$$ D<l$T. l£;6TFI. I". J't.Y. €.Yl$T. f~'FlG.,d~✓- APAPTER ~E)'l!IT.l~'A.C.P. j WAT~A NAIN J__ RELOCATE WATER MAIN PLAN f? rJ , / _, ROUTE 73 EXTENSION ~ ~ •L 15920 a.au ,~ PASAD(N,\ (t1S)71M09t ~ TEMPORARY WATER MAIN ru=,.,.~Kl~Olfl(C!Oli DNaULTINCI ■NG1Na■Fl8. l,Uff,\ -tn-1""•1"' ,.,,,..L.2..JIJJJi._ CAMPUS DRIVE a BR1sroL STREET I _::=::::_:-::---""T--~A~•~-~•~M~A:..,~-~:•:_:•'._.'.:••~-;;;,. __ ~""':;:..:•:•:w:.;-;,•;•:•:"''.:'_.j-;;;;j-;;~-----;;;;;;;;;;;;;-----+;;.;;;J~~~r,;a;'=~~~~~=f-;;;:;;-:;;;-;;;;;;;;;;;;;--;;;~;;-7 _~~~="1 °""'~,¢,-.~,,-lll~~~-~ C111•C111t1:1 ..-:--~•---aaacso.., Wm. e. .,;,,,u ,iu NO. 1-'-•-~_,__•_•~-----~-=~•= ______ L.,,.,, __ • t~="•'"ow~-+.c=----1 CITY Of NEWPORT IEACH w -1 ORA-~.. f· {-f-U AS SHOWN 60 6• I& REVISIONS CH(Cl(W PUBLIC WORKS DEPARTMENT SHUT I " " PINISlfEI) :fT/i'CET GRAPE IF L EXCEE05 4' PNOYIOESTEH ErTCHS/ON ro.70• 8£l.OW SUNFACE 8TFlY. Y(.Y. ~ ~ u COAT STEM £%TENSION! .....-rl: WITH ON£(/)C0'4TOt= 8!TllHA5TIC CA SO COAL TAii' PAINT z• 5()UAli'E :fTcCl OPCRATING NUT VAlYC 8a.Y TU8C VALVE BO! ,AND COVER @ VALVE PROP. l6n5Tt /N5TALl /1/;_ A"/61/L-> CCU/P,t./.l'T W/2 ,11 /<ll'A. W-G. COPPER SHIELPEO CABLE.LEAVC 5' OF Sl.ACK IN CABlE AT (:ACH ENP €Xt5T. s• A.C.P. ,---,WSTAU TYPEG TRAFFIC SIGNAl CONTR0UCRCA8INET WITH l'OUCE PANEL 0£l.eTEO POR FLOW Mt:TER REMOTE /Nb/CATON PER CAl..TRANS. STD. DWG. CS .4,4 I ES·48 ?W.;""' ?27 ~ AHMY ~ ,s,,-;F".G"CT. p/pE f:. cur E¥15T. 12" IA.c. PIPE, REMOv£1+---''c=cc=~~-1 INT£RF£R/NG PORTION,IN/fTAll I I EXIST. T£l€PHONE oucr tJ•pwG ICONC. 8l.OCJ< c==-=~l=i.. -----=--=~ IG"8TFl.Y. YLY. FLG. TN.if't:/ST :.-.. 8t:acK~·,?,?p" .,, ---(N5TAll Af•MANHOlE $ffPETAIL~ ):/ '51 I / I EX/57'. /2"STl PIPE /61 BLIND FLG _ 0 ~'--1'!£"s! /THRl/5T BlOCK~??S'F /'BTFLY.VlV.FLG. UNO FlO. •, I le+--'M'.t!'UiS"T .B?PC.<"-"' i??SF ---/~"CROSS FLG. ~-+---a"'t--::z;c;-:1,5 ~c~.&~~~T h"NPFE a-'~..e"/.V6' -"'t7r;7~,V &VEY/ST/A/$ A!"" .,._,..;:_.,-/,.-,W Alffe /..V>YA".c"t" _,.._,,..-:;,--.,t:•,c?""a-'C.C/'";""Q.r~ Ja,-,v ra ,,f",/'/ST/.VO /,!'"',1')Z . .P//"F IY//"h' B.vr,rsnP.4.~ I l6"0UTlET FlG /16" BTFLY YlY.FlG. ~ ~ CAMPU5 OR. 16.oo' ✓v.c>.re: A",t.".C Th'~T ,B,t.PCkS' ,PJF,r K.t.!1-Y.P. S'TP .PH',6'. /,!' DETAIL PLAN SCALE,1•~ IQ".Q"" ✓ NOTc, 5WiifiiiNG 15 CAl. TRAN5. BRIDGE STATION/NG ALONO t. CAHP/15 ORIY'li SOUTH BRISTOL CONNECTION SCALE 11.j'= 1".o" DETAIL B W-2 STANOARO lAOOER Ru/1'65 , -------t1----1f{,/ CONOUIT 11'/TH --.e""' /6>NA.;v.6'. c~...-,.,..-- CAST IN Pf.AC£ CONCR£T£ Si.AB IIPPROVED ,,.1 I I I I I I 48." MANHOLE NT S. [:,)~! s,wE.t.PE.P ;:!,ID£.!:' /,V,,974£.C JVA/CT/,:>,V 8N PIUCA5T CONCRETE H.H.~..eC/TY.P.F .,v..---~-~ACNS.>2?. 3i:7'?-.C EXIST. 16".<t.£.tc. sn. WATER MAIN ENGINEERS T/✓/Q'7C C11%-r ?2?$" ,r,YT-p,-,,. MLK .!f N'Ar..t'EP ,H.,:!.H',P. ,?efj, ,?¢ • ,:'.l<'.-<M""".n<;?F B:,,IS'E -t----6"S,Z-.,#',:U'TA'?UMFPef" ,::.:,.,,?TE,P U,,$'5' B .C#..-V.C..n?7 S'Uht:>FT ;,r S",&' •• •• : ~ ;::--._J"S,,--.£.8£A'DA¢1~ ...... VYC.P$ k.+~'-'· ~"v .::-atnF.P. r@~) ,!lNr~· PEXPE s.r..:.,io/',w;,z-c~.HAr,r,;,, £AV,E",P $ C'PA?".F,P. ..__&,,., F.C,,,Q&'EP ,:!TV/7",:f;PRJ.I' ,/;,L.rE,r ;?f?S"~#t:J.I' .PE/' #-~~P. .:?.T.P ,P,H'#..1'~ Er'PrY £/.V.f'"".P. PROU(! ENGINEf.R --~ ~ISIE•lD CIVIL ENGINlEl NO_Wi_1,..__ 6ECT/&A./ A A 2'0"/4'..t..d C sr.::. T.F_,,.VS#/$'51/M/ .#.A/.V .4/"#ar"S' ,V,!J. ? .... ;> u ,if.l"p.Nff.P /.,V,i;t,t. ~.t'4S7 A:U/t::eEnF f',IU,t.T Y-~---_i...e;/;1;,;t,,~';fllff.ll'•~J ~ &.,.. ,-z4•p, 4r,czy ,rAU'r 6" BLOW-OFF DETAIL@ t N.T. S. REDUCED USE SCALE PLAN BELOW 2 I I 3 INCHES ON ORIGINAL PLAN TYPICAL TRENCH N.T.S. J -0.0/ .JI.. SIIUNT /l'fOVNrlN8 S'rUDS 0 0 PC._A.SrtC /tll.v£l. -.R£Sf,STANCE W/.e'liS ALLOW MIN. OF t1r Si.ACK" A80YC 6L'ADE FOR Tir.ST tC/IIOS BROOKS '1'3 sc.wa ~ Al"l"Jt'O>'rP .fllUAl.. -,11-~NMW/PE CASL£--- r--',..---~~-~ -CONCK"-£"TE YARO POX A CONNECTION ro GAS MAIN TO BC MAD€ BY ScJUTHl:RN CAU/"ORHIA GAS CO. TEI'.. (7/.#) ~il<I-J/24. EQU/.PMi:llTA'S ,.,...,.,~Tb'.<'2f".0 BY /"t,AA1/H/At:T-H'At:L.A~,;'77E./'A/A'# at' AP.P~.0 E,f!l/At.. RESISTANCE BOND N T.S SECTION@ STATION® w 1/ELtJCATE WATeH MAIN PLAN 1---+----l---------+---la_ (J)!.,4. ROUTE 73 EXTENSION TEMPORARY WATER MAIN CAMPUS DRIVE a BRISTOL STREET PUDllC WORKS DIRECTOfl R.E.IID t?ea, [ _ ___S CONSULTING! AL.CERMAN, SWIFT & L.EWIS PAL"' SPRlNG$ DESIGNEOBY ORA.WNBY CHEO<EDBY WID 9 AS SHOWN FILE NO 606.16 " DESC111mDN REVISIONS ..... DESIGNED CITY OF NEWPORT IEACH w -' PUBLIC WORl<S DEPARTMENT ' .. M.W.P. METER vAu,r 5TA. o,,_57_r;7 RifMovc fNTcRFERI/V(; PORTION OFlt:1STl.PIPE NANIFOlO,INSTAll 8,;: ::~~ .. ~~c~~f;,er. MOP05EP /trH.l.(C. STL. WATER MAIN CONNECTION Jm Ollm<ICH•PO"ST a,U• -flLM DETAIL A W-3 4t-~ : :-?-~?-'~~~-{ i 3+00 4+00 5+00 Rl:HP//E E%/5T. /Gi STECL WATER MAIN DETOUR UN€ AFTER All Pl:Rl>fANCNT UNE5ARE IN SCRV!CE' ' I I I I I -.J :o I I t-. I I ~ 1\ 0:: f-~-,.-,.-,-,-.,~::,~.:::::-_-_~-,-.. -,-.,-,-.,-w-m-.-,-. --~--~~c,c,c,---~--~.,c~c"c,-. ---[_'_"_'~-'-' DATE £-/~-JI~ AS SHOWN 606. 16 ·;I;~: 1 75 +r32J&~ ~::; ;; ~o,i"<:i iNGINllj ~~~11.(,.GNlf•- NO 14114 D.1.1! APP•Ovo:o ..:5:e,p/,e,m.iJef_ /$_/!/8__3 _ ~. ,vorEs I. .P,l'"~,C/,('.,£ /,V .ie/P6E /l:?.Bt /,</ST.4<!,t:,t;-,o ,"'1f"/,7~ ?d,i!!1RAPdtf" .0£",::U,-a?-vZ'r,e'.:1/CT/0,V, ?. A...VCA'O.e' 8£0CA:'S ,P/F,P C..v.4. STU. --so,:,•£ .11. rHevsr Bl:,tlc-(',S'.P,e,.... C.MB. sm. --s,o-1! ,:;,. Att::.JP.P.w,,t,,F!If,l~;:urcp H'4?1,,,e' ,l?;ST,to/CT, &.,v..e,, c,r,r ~.MflY,11.,rr BFACH. ,('l!Wdl'tf'E%l5T. 16' 8TF£ Y. Yll'. IN~TAll I~' 8UNO FlG./ TNRU-ST 6iOCK ,. ,!'7 SF NOTE: 'STATIONING IS ALONG TIIE €, OF WATER MAIN DESCRIPTION REVISIONS APP'O. /N5TAU TEMPORARY TEST 8UO( HEAP REM(JYC E,('l5T. 16,.BUNO FLG. IJOIN 16' BTFlY.vrn IN-STAU IIV5UlATING rl&. SET DETAIL DRAWN B W-3 OESIGNW CHECKED • CITY OF NEWPORT BEACH DATE PUBLIC WORKS DEPARTMENT •-' SKEET :, OF II . ' ' : : • : : : : : 07 Om 73 ,;4-184-... ..... -~:_~t-: ' ~__,--+-.,_,__LLl_____i_j_____J + i-t+-i -!-- i ! ! OfC,,~;l•t-' CoVll l•«:0,1',1(.- t.O 14114 /9, /983 r-rr r~\~ r T- t;;j;,j~.;:;;;.,,,;;iC/t=t=:;::;~,t,, ; +.+-1 +~; + • #9~--t ·-t- i • +-----t-t-----f :J:tJ:i2-i-~i----r-+--+- t-'¼'i;, , ~--•1-·::-4--~ -r _,~ • !Jjj_· i -- '--.J--'--<--i-- ---l-. _j ++ . 't:!:.~~"';c:i~S,;=:i;;~~:t;=f.t.I~?;~f:i:i:!J::Jtj;~~; 4; 41 :::;'=-1.~;:;:-f-i--i--if-r •t-oll:,l,,1-~ ~ ~~~~~-~~ • ~;1 ! ~ ! ; ; . ; ±.~~ ! "( o-+-+ct-+-+-+-+ l A/OTES /. $'TA,r"/a<.-'/.£/&' A,t;P,VG tf _- NJr,r,,+',d/,f/ ,(/.V,t;FS-5' ,:Jl'J";'F_,..,'JY/.9,F A,£1JTFP. ti'. #,t:'.,IY.,9.•NFSA~~,C, /,1','ITE.r P/.ST,/.:'T. C.N4 ~ C/Q" ~NF,,,-~T 4FACN. :;' 7'1/A"'PS'r H.C~ ,_.._,.. /4',,;,.;r.p. GTP. PH'&. /.!" 4 4,vc'pp,,-4<:,&C,t'S' ,">""...-M~#,C,. S"TP PH$.// ef" flP6,t/,VE /UO',<'/P6ETJP.4e /.<./$,T,4,:,:.t,p ~/dR?l?,&e/PdE ~c.A"" C'..avsr....-uCJ7d,V: ,a ,Q,c.,: ,#",4,:,V,FS .S,,.,A,:L, ~ /,VSTA.U.f'P /¥'_,,. ,1/t:'.)1/.P GT.P. ,PH',,£ ,,-..,r. /,VCL-VD/,t/6 ;'A,!.l"E ~ES ,4,VP ,a?;'FRS. 7 cavr....-AC'T~ S#,,?,:,! M','U'F A',,V"t;¥$S4.P/" -4.,....--4.V&',r#F.IVTS ?Z!,<FS'SU,_-?WF ,;-,r/$T/.</6 _,,~,, ,<F,V,O ,,, ... N /'A,:;'E9 ,4....-C fl"ST/',,V.IVEP avr/,: _-.,,,, ,W...r"UST .5,:,::,c,rs ,4.,UP AY-4,rc..-A'A'/.</S' Arr a<,,r_,,9r,rvcrEL! ~·~ ,. i ~-' ~} t ~~ •. . .__ I-• . +----t-~ -S--f-CH--,--r-++-+-+ l ! --i------+--+- 1+00 UTILITY LOCATIONS MAY BE REVISED FROM THOSE SHOWN DUI!! TO RELOCATIONS REQUIRED AS PART OF THE ROlJ'l'B 73 BXTltNS:ION PROJECT. CONTRACTOR SHALL VERIFY THE lrJR.IZONTAL AND VERTICAL LOCATIONS OF ALL lJ'l'ILITIBS PRIOR TO SUBMI'I"l'ING PIPE SHOF DRAWINGS. ' .,. 5,r#,t,< Tll,n:/ST ¾-i &s :;_~s.r DETAIL N.T.S. MWP. _.ii,,v,ra-,z,." a,,s ( -------- I AVBrA'.:L ~U.@&;u, $>K.S',Pr....-~,"',<l'/L ' ~ t:~~~~~~ i t ~:!l ~ +-+ -t-+ +++ ~-,- q ~ • 1-++-+--+-i-~ -(r; 4+Fr-+- _.......,------. -.-• ..... -ii •' ~-.;...~.:..-...:.-. -' ;--7---+-----:-. . ---t-i l ++ t--++-+-r-r -, , -n,-H-t -+ ' -· ~~~~~~_[_ HORIZ. DETAIL o+oo o+oo 1+00 NO SCALE :;:c--~~~=----~,;;;c=======·==-:::------::::::~:::------::::-~~ ~ --------'~ ;,,,v/,v,G ----.:::: -~--- r'TSic''c."~-?'? gqf /,,,,.~,r.,r~.1 'f'#'u.:r --I{! DFUr? ,, ,,:_'ff?__:f9:. -·· I -----,-• ... , ... --------~ • ¾· s-,..,,. ~-•.:';; ;' S.? ~ ·-"' 'f" ,4·5r,u,,, .'',' .,,,,.,_-,._t-:;c> .~7.r.c • ' ' ~;!:,:,::-.,;~ttd ·,3 r .5''2"_/:l_,.~~-'E:Jt , E.<.•.? OP/P&"I= _ £W~ n~., _____ _ DRA .... IV P. L.D. 2+00 DETAIL@ NO SCALE 4 I-: Cl) " 1-++-cl-+--+-t-+-++ 3+00 4 +oo 5+00 lr/9;t;/,i;;:.,.. ,8.?PLI" !Z/': 9.r.,_..,,,..,::,,t;,./,1!" E#P ;:/-Ve 'C' 11 :1: ] •I 'ffjt,;'$,..,~---.,,...£ ~4Pff :,,.:,;"'.r /£~P{R'.S y,_-.) Vt.:.llt'b E.l'"/$T. n,,,:v_g;r~ ~/4,~C,.--PSS -.S-.i'Y~ ,r,r,,-:,r. 6UN.P DETAIL 1~~ 10'-o" fiAh&'F ,.7)1,;',VST~ /UBTA.!.t:. AI-Q-~.,,..,.~~....- ,.c',t<5.-" r,'£ .. @ REDUCED PLAN 0 t::: USE SCALE BELOW 2 I I 3 INCHES ON ORIGINAL Pl.AN J MESA CONSOLI DATED WATER DISTRICT •-• S>l£ET 4 Of II -ff"N.?ff ll'/iS'T. CPV,<2'4'6' AA/P /.Vnl"',r.no/..V,s" ~h<?,V ,::,,..-C./.~ ,,MP/,</$/_,,,,:,: M" C.:¼'6 ...-':ltP/VS C?8&H' ~y,.:;;:,s. M,'$P.!AnF.0 ~A/6'£ ✓0/AYT VP/N ;,v E,r,-sr. e~ roe,,,,,,,,,,.,,.. eurr sr.eAP. //4/STA,!,: /,/."-C# ,:_,::.-_ :YT?. ~.::>• C~ -"AP/US~-~ l r-".t:A'/'!'E /A/3.TAL..: /,!'""M.C.4',:;'. $h. fl...-Y #"EL'.P _#,:,: ,A!V,Vr.5' REDUCED PLAN USE SCAL£ BELOW I 2 I I 3 INCHES ON ORIGINAL PLAN /,.VST.4',:,: /,?'#,t;.,:f,C. E,:. D ,;l?.;?L ~ ,T,:>,.,.__. ,r,r./:s'T,Y.JVLT SJZ.r::>".PF," /."E.fr.'E. r---1 ~a,:.c &~r/?'#.c.j"c. I I gr,,:. rra-cr...-...z&:rr.-r.i I cso.,-..:srC,:,,,,s,!!!f, I I . ' .,,.._~crr,,;re,:,,srd,:~ V4PF,ll' r.c4"'H' A,.,::. :Yr SECTION BB 1/2 II: 1'-0" J INTERSECTION DETAIL l 11 = 101 ti l \I \\ ~ fl :C::--, " 15'2D . ,1-q:7 r ► so ,. .. ,.,D["" c2,,,TH-11Z• I . CONSULTING ENGINEERS UHTA ...... (7K\fT9-l7$I _ j AI..D•RMAN, ·-•~T $ 1..•vv•• ,&1..w SPll:NIS 11K) ,t0--CZ2'D Dl51GNU>IY'->'·c'c·•~- OIIA .... IY P. L. D. CN[CK~O .... wm B DATf SCAU AS S!iOWN ,OUltQ E;S 7. 4 , .... ,, ... Q2Jf'ra 73 T 3 .JR!~--(5 184- ~ft ..... ------___T.,.- E.Y/.ST.AC. ~--._ __ REVISIONS AA ---_____!£"'~,I?, SITE PLAN 1°= 101 UrILIT'i LOCATIONS MAY BE REVISED FROM THOSE SOOWN DUE TO RELOCATIONS REQUIRED AS PART OF THE ROUTE 73 EXTENSION PROJECT. CONTRACTOR SRA.LL VERIP'Y THE HORIZONTAL AND VERTICAL LOCATIONS OP ALL tn'lL!TIES PRIOR TO SUBMITTING· PIPE SOOP DRAWINGS. d,>"....,._,o.,,e~.,? L/ALF'.i' STJ. -.-,:,e.!!" ,#?rr,,f'P£.>'/6'T/,:> ~~~ J:fjfjf-./i ,P~~::; ?;;.. ~77" ('s.,4,4,,.,-:c. /P"C&K-'.<1/FCT/?>-V.) ROUTE 73 EXTENSION WATER MAIN RELOCATION CAMPUS DRIVE e. BRISTOL STREET CH[CK[D MESA CONSOLIDATED WATER DISTRICT •-• Sl<EU 5 o, II qJ, t/4/tJ /.!50 PS/ CLASS ?/PE, y,,u ves F rL AN<;Es ,?.50 /"'SE CL.4SS .P/,-£,V',,t,:t/4.5 FFL4,Mje"S.---~---. / / / -----------------------' A "" CONCRETE SLAB 8. FOOTING DETAIL /? h i4.P./VSTAB,:,t. .P'/,'"£ 9.4.PPL<F su.-.,q-,,fr-se,,.v.v,r,:,e /7.6. t!',:,¢ PIPE SUPPORT DETAIL@ N.T. S. /SO PS.E CLASS ,-/Pe YA£//eS ."'· ,&LAN(iES $,'?f ,:;,,-9?.d<? ~C".•??.::>-" PROFILE 1/2 = 1'-0' PLAN 1/2 II: 11-011 / C' 1C_j '=='" ·.,-.• L_. * SANTA ANA HEIGHT WATER COMPANY FACILITIES L REDUCED PLAN USE SCALE BELOW ~ 3 1MCHES ON ORIGINAL PLAN CONSULTING ENGINEERS DESIGHEOBV R.L.a OR,l,""'BV P.L 0. ALOl!RMAN, &WIF'T $. LEWI■ 0<E0<£0 av~w,m,. •~--I ~~ SCALE AS SHOW"I 3 ::J FILE NO 651.4 8 .?50 PS.E C,:ASS .P/P.C, VALV"L".E f' FLAN{j'E:5 s.,,,_.,,,,,.;y..e. /o'' ,:::'P,f/-VFGT/P,V CONSTRUCTION NOTES 12" 90• STL. f,l,BOW P.t:. X P.E. LONG RAl>JllS, C.M, L. 12" X 8" STJ-,. ECC. REDUCER P.E. X P.E., C.M L. 8" DIA. STL. PIPE FLG. X FLG., C.M.L. 6" PROPELLER_ TYPF. FLCM METER FLG. X FLG. W/ 6" X 6" x 6" STL. T!-,E, l-'LG. X t·LG. X FLG,, C. M. L. 8" DIA. GATE VALVf., !JA:-;LWIH.EL OPERATED, FLG. 8'" I.J!A. STL. CRO$S, FLG. X l't.G. X l'l,G. X P, E. C. M. L. 8" PRl.:SSURE Rt:DUCING VALW;, l'l,(i, X !'LG. 8" DIA. STL. PIPE FLG. X GROOVED EtlD. C.M.L. u " Construction Notes Continued 8" DIA. GROOVED Ull) CcJliPLING 8" DIA. STL. ORll'ICE PLATE 6" X LO" STL. CONCENTRIC REDUCER FLG. X P.E., C .M. L. 10" X 10" X 10" X 10" STL. SPECIAL CROSS, FLG. X FLG. X P.E. X P.E., C,M.L. 10" X 10" X 10" /:. 10" STL. CROSS P, E. X FLG. X P E. X FLG., C.M.L. 10" DIA.. GA.TE VA.LVF., 1-\ANWIIEEL OPERA.TEO, FLG. FLG. 16 lO"X s"sTL 90° RED. ELBOW LONG RADIUS, FLG. X " " " " ,, " " FLG. C.M,L. 10" PRESSURE REUUC!NG VAl.VE, FLG. X FLG. 10" DIA, STL. PIPE FLG. X GROOVED END., C.M.L. 10" DIA, GROOVED END COIH>Lrtm. 8" X 6" STEEL CONCENTRIC REDUCER FLG. X FLG, C.M.L. 8" DIA. STL. PIPE P.E. X P.E., C.H,L. 6" DIA. BLIND FLANGE. 10" X 20" STL, £CC. RECJUCl::R P.E. X P.E., C.H.L. 20" -90• STL, elbow P.E. X P.E., LONG RADIUS, G,H.L. 10" X 4~ STL. CONCENTRIC REDUCER P.E, X P.E., C .M. L. 4• DIA. STL, PIPE P.E. X P.E., C H.L. 4" -90' STL. ELBOW P.E. X P.E., LONG RADIUS, C.H.L. 4• DIA. GATE VALVE HANDWHEEL OPERATED, FLG. X FLG, 4" PRESSURE REDUCING VALVE FLG. X FLG. 4" DIA. STL. PIPE FLG. X GROOVED ENO, C.H.L. 31 4"' DIA.. GROOVED END COUPLING 32 • 10" X 20" STEEL CON. REDUCER P.E. X P,E., C.H.L. 33 PIPE SUPPORT SEE DETAIL 34 8" DIA. BLIND FLANGE, 35 10" DIA.. BLIND FU.NGE. 36 3/4" CORPORATION STOP 37 PRESSURE Gl'.UGE WITH SHUT OFF VALVE 38 2" COHBINl'.TION AIR VACUUM ANO AIR RELEASE VALVE ASSEMBLY. 3<:I 4" DIA. STL, PIPE P, E. X FLG., C.M.L. 40 !OM STL. PIPE, C.M.L., FLG. X l'LG. 41 10" STL. TEE., FLG'O, C.M.L. 42 8" PRESSURE REDUCING VALVE, FLG. X FLG. 8" STL. PIPE, P.E. X GROOVED END, C.H.L, 10" X 8" STL. CONCE'.NTR!C REDUCER, FI.G. X P.E., C.H.L. ,, " e" DIA. STL. 90°ELBOW, LONG RAo,uS,PE,X PE.,C.1,1,L. 6" STL. PIPE, fl.G, X GROOVED El:0, C.H.!,. 6" GROOVED ~:ND COIJl'LING 6"' GATE VA.LVf,, n.G, X FL(;. 8" DIA. BL!NIJ t'LG. DRILI, o. TAP FOR 2-1/2" DIA. PIPE. 2-1/2" DIA.. BRASS PIPE, THREADED END X Tf!REAUt.u ENO. ;~~~1;:t::;r;\:>!l,',1.1, V,\!.'."f; Wl1'il !IA:-l[JWJIH:L OPERATOR, 2-1/2" BRASS FIRE UOSE CAP ANO CHAIN THREAD. 2c-l/2" PlPE END TO NATIONAL SThNDARD 2-1/2• l'IR!:: NOZZLE TUREAD. INSUU.TING FLANGE, 3/4"GALVAJl/12ED STL ELECTRICAL COJI/OUITANO 1/6"•HL0N PULL CDRO, WITH L.R. SWEEPS ANO PLUGS AT EACH ENO. 10" TU<lBO TYPE fLOWMETER, FLG X ~LG. W/STRA!NER (ROCKWELL MODEL 05500 OR./HSPI. REL()CATE WArF'f MA✓N Pl.AN REVISIONS ROUTE 7.3 EXTENSION PRESSURE REDUCING STATION CAMPUS DRIVE 8 BR/SlUL STREET MESA CONSOLIDATED WATER DISTRICT fflUJ 0, ii : . . . ~4+-+ ~-+-----i-+--i - I j. ' ' --I--1·"'Ll~ L:t~ i~H i. i.i'. ' .. : ! --: :11-i : tj i ! j 1--~\1 -- -I---f-c,._,___ !--" i : ! i +-! ; • '. :1;, -t·1~ i7 i :--f-t-J i : , n7f'--=-i-j 1 i i ,: l t : , ___ , __ t i ; 1 : __ ~_t_J--l : t I-W---l-i'--1--l--i---l---l-++++--l'•· µ~+-,-~1~ 1·---~ ~- I I • I 0+00 I l.,.,,;-t I l I I, f f I I '.· ' i '! !1-00 DETAIL/A'\ H.T.S. \W7) ,,,, ····••tc1<.,,., ,, ...... ""' : : ; l -i-·; ' ; : ! ; i ; ; \ { :-,_ --f --l -·; f---l 1 "'t-4-•t-n---r-·t t H·-t -t) ,;H-+-1~HH-+-++++-+-·t-Hl=JH"¾+++-+-t-HH--!-+-+-t-+-+-~- ! l -_: 1 '-+-+-C'-,_ =-;·c-J~+-;+-ic-tct-t-tcr··i,'ct+++-.cJ,--t-ic-tc-i;-· ·-1 ~,~1 '.~-.: ~,~.--i--,: -C--t-l ~--Li :--r '--:~1~ , ! ' ! .--:--l- ' J ' - i ·I ~ • t I ; · : ' ' _l,;' I 0 1L1---+-j· --1 .. ' I I I .1"71" i :&) ! ! : _J_ ' ~ I i : ! I ' ' ' ! --, ' i 'I i I I ·+·: I : ! I - ' ' ' -"-I--I--- r- I ' ,_ I ' . - -----~ --• - i ' i T: I Septe.ml>er_ 19,.128'.;_ L REDUCED USE SCALE PLAN BELOW I 2 I f 3 INCHES ON ORIGINAL PLAN I i -t +-- : ' I J 1 i I ·-··., ·.·•···•·:rg~_·-,. ••. -.• ••·. •.•• .. . • • ···~ . -l==t·· -a (HEC"ED B,,_ ~•~ce~--.1 DATE <!-/~•.P:l> . I 6+00 7-IOO c,u; NO 606,16 B+OO 9-tOO Vl'ILITY lDCATIONS MAY BE REVISED FROM THOSE SHOWN•1 DUE TO RELOCATIONS R.!:QUlRED AS PART OF THE ROtn'E 73 EXTENSION PROJECT. CONTRACTOR SHIU.L VERIFY THE OORIZONTAL AND VERTICAL LOCATIONS OF ALL f "'mm, rno, TO """'""'"G m• SHOP ORAWrnGS. ' 1··'0 ~c~1.t DATE 1-- REVISIONS /. .4VC,.,.,.d..r' l~d,::;,e-s -'°2!'",.... t;:.,,v;4_ STP--~,d,;,-,1 ?, T""R'PST l.!d,C,K,S' /'FA"' C-MH. sr.o. -~,,..,,_.1 3. ,A,t;,t; l-',41!YES' SNJUI! .BE ,!/,CdC..e'Eb ~,r C:M 8. ST.P, -~,:,~ -,L <I. H.&.H'.O ~ #FS'JIC,:,..VSVl!/PATF.0 Jl/-4T6"R P/5'.Tr/&r ' C.U.8, C/T)" ,?F,VEJY~T6FACH ROUTE 73 EXTENSION TEMPORARY WATER MAIN JAMBOREE ROAD 8 BRISTOL STREET SHUT 7 OF It /J,;,-J,;.6'/VAW&u"<f"F"A"'.P.~ />'~,:; /':F ,P,FT&U,i--C),.00 ,&'IF,,f',q'.4llEllT t:/,</C - ' ' ' ' ' ' ' '-..._( /~ I , , , , '-. , , '--' / I'-._ ' ' ' ' , , , , ' / / l __ F'E#c'l"EEl'/l!V: ,t;."'Sl.1:'. IYATE? .k4/,V PETPf/? U,VE ,4FTER ?,F.F,1/,4.VENT C/A./ES' fiRE /,V SE~Y/CE. 0~ r7 1s@~li!!Dll."ii"m1m.i L__':i Ill' u\'I llllnl1'1 llt llt ll:l Ill OESIGNED BY•~•~s~e~_ ORAWN Pl 0. C><EC~ED BY wm 6 OATE PASADENA SANTO ANA A/d/E,"· jy',$TE-<:" ./4'.4/,V ,9T4T/0,f//,!/6 /d ,4.;:a,vd ff'~ ,V,4,?,;~ µ,4,-,v (211)792-l-0% (714}91'9-1761 Mff .., l /6" ;::,57;,t. ~ sn: _r-,,,...,,.. ., z~:.v,;f' 'i' RE"/4'CYE B<.'./.VP l"'J;;.,,M/6.!" $" _,,. ?H.e=r av::,:( ,:vsma: /6 o/ ,z,• CON ,!""EO.VCE?F.:"6.1-'P.F 606.16 REVISIONS i T3.C:-~I~r, 184 -r.,)J!~l-lNr--::,;i1R #l-·41,,,,;,c~,•s,' .. '"'ED c,i,i"tNr;;N1i-,- No. lill~-~ DAT£ ,.,,,owo 5epte.mbe.r_l9,.Jill ____ _ REDUCED PLAN USE SCALE BELOW /4107£S /. ,.,,._...:'/.-(.1: /A/ .&rY.P6E ?Z>.4£ /,f/$7,4,:;,:i,p ,.......,._,dA"'.?/7_./.&11"£ OEC,t"' Cd-VSrA"'UCT/d,V. ~ A'IVCHdA"" B4'JC,t"S' ,Pr,,p C...V.4. 6'T.O. -5,e,~-t! ,. rN~US'T Ht:dC£'S' ,"-1F",e' C.A/4, $T.O. -~/d-,:; ROUTE 73 EXTENSION WATER MAIN RELOCATION JAMBOREE ROAO 6 BRISTOL STREET CITY OF NEWPORT IEACII PUBLIC WORKS OUARTMOO ½!-"t'.,..liz"HACHIN~ 8,XT WITH HEKAGONAl. NUT ANO W...-~EH .. ~..!--,,,)7,M(,'Z' r--------fe,!",,rP/PE STHAP.GAI.V. ½jl~ClEAH Pl6TANC£ FHO;;\ PIPE zo"srEEI., WATER MAIN Mu.re. ' "1 ~ • t . * ~ A 0 ~ APPl Y MORTAR PRIOR70 Pl.ACING 8l.lNPF£(;. 8{ITT STRAPS,8':th,'°THICK C11i'Ct.1NF£R£NC£ OF PIPE. CONTINllOI.IS WElOTOP/PE. 8UTT STR,,ff' To 8£" FA8HICAT£0 IN TWO SCMl·CIRCl/lARPIECe ANO WclbED. 0 t:.: REDUCED PLAN USE SCALE BELOW I 2 I I 3 11ff:HES ON ORIGINAL PLAN CLEARANCE BETWEEN 8Ell AND S"PIGOT ON PIANET€R .06~ "NIN., .IZ~"MAK. J , ...•• i ,.~ .. , .. , ... , ...... 01' Ora 73 T3.<o I RG>.<o G,9 184 lfGl$1Elf0 CIVIi ENG<NEE• NO 11-11"\, o,o.rf ,o.rr~ovrn, _ _;5ae~p~&o•srnobo•orr_·s12~,-"l9•8l'\:L ___ _ LOCATION OF PIPE SUPPORT STATION ALONG 't_ OF CAMPUS DRIVE STA. 10+76. 59 STA. l0+86.S9 STA.10+96.$9 STA.11+06.59 STA.11+16. 59 STA.11+26.59 STA.11+36.59 STA. llt46.59 STA.11+56.59 ST1<.ll+66.59 ST;o..11+76.59 STA.11+86.59 STA.11+96.59 WElO 0llT5l0C STA.12+06.59 STA.12+16.59 ..STA.12+26.59 STA.12+36.59 STA.12+46.59 STA.12+56.59 STA.12+66.S9 STr+..12+76.59 STA.12+86.59 STA.12+96.59 STA, 13+06. 59 STA. 13~16. 59 STJl,.13+26. 59 14) 3/1,,".,JS~NCHOA' Bot.TS WJTN l! NE¥ NUP.S EACH THli'EANO.GAlV. FIELD WEi.O (TY~) ¾/ THICK STEEL CYllNPt'H MORTAR COAT/NO M PAINT~D A!J SHOWN ON PLA~ 20"ST(..Plff ro" HORTAH l.lNEI) I IWNTEP sn. Pfl'E SECTION A-A N.T.S. DETAILS OF PIPE STRAP AND fftI.#~%/~~-1' f" flUUPRY /=l:,477 A-N3tJ \ CASIN6 £N8£PIJEO .!JO"CA5ING{THIM8l£J IN SACK W,,lll SEA£ -,.'-!I" WITH 8RIC'K I MORTAR tt' -~-/ .. SC/140 %;;";<!~-t6 -1Ya" fNA /,>,VHQ?V,&:/t:r MACH. BOLT'S .4'..WP,M/~ ROLLER ELEVATION N.T.S. SUPPORT ANCHORAGE D PIPE ,,,, Ull ~8 ACCESS N.T.S. 3'-11" W9 H/N{;e 1Ji111k" STNAAf DETAIL .1&"~ dOLT POWN ACC£56 1,,1.H. PE~ CAl. TRAN$ STP. t>WG.87-/1 SEE Pi.11N ,,,,,, l.t>t;IIT/011 I ·i I -INSTAU t6'WEltJfl) sn.11a M.H. PERAWWASTD.CPM·.5, . LINER PlATE NOT REOUIH€P I .1~4"R£DWDIJDPfP€::-:==::;ef:' ~IIPPOlr~,Futl. UN6TH OF CA'S/NG.STRAP TO PIPE r-, s·o.c. W/~.s. STEEL FLANGE 8ANP5 CASING DETAIL N ,TS N.T.S. /VOTE, PAINT HINGE I STRAPS PER PAINTING S"P£C/FIC'ATIONS FOH S"TEEl PIPE SECTION B-B SCALE, 1'"•1 ACCESS MANHOLE DETAIL AS SHOWN DESIOOIEO BY T. K --~ BUTT STRAP 8 HANDHOLE DETAIL N.T.S tJROOK5 .1T METER 80% OR EQIJAl WRAP CONPVCTOH £N()5 WITH INSULATING TAP£, LEAVE e 'oF !!ilACK WIRE COil.CD IN 60,Y #"/0 AW6 COPPER WIRE W/TYPE TW IN!Jl/lATION .@I£ #FTE,P,,~,:u· $,',MC<!.9E NV5TAU£P / WIRES "RAZED TO PIP£ ,'/T JOINT NEAREST TO t.OCAT/011 SHOWN ON THE Pi.AJ,/5 '-L""'=~("-.:;""c~ t'rr~,) NORTAR l/NEO t COATED 5TE£l PIPE (CTSI CORROSION TEST STATION DETAIL 8 N.T.S . W9 LAP WELDED STEEL PIPE ¾" THICK ~TEEL CYl/NPER ~;~!;:~71 " 0 j:111111111111~@ii~~~~iji~.-~1~iif.Rf~7~~;;;~i;~ f'"''"'-='"-'-/'-2 "./"'-'+~!t~'.¥.~,~,,~. j:..cj:..c::.jcll;;'-f: ;,~EN~~TM UN/NG Pl.ACED /N FltiU, CARNEGIE. THCRMI-TE BRAZ€ OR Al TERNA TE PHOCUWl?E 8ElOW N .T.S. BRAZE COPPER WIRE TO!/.,,_" 5Tffl • ROD I COAT CONNECTION W/Tlt ~ 'PIELECTRIC 5EAlANT~8Y TAPECOAT PRE55 CONNECTION 1NTO JOINT . 8tiFORE GROIJT/NG -~--: •• .. NOTES, RV6BEH SA5KET 5IZCP SPIGOT HING CARN£G/I: 'SHAPE H-35lt. JOINT BRAZE MORTAR l/NEO I COATED 5TE£l PIP£ I -;J,t,JJ,,ifJ?FACE" 5HAll BE THORO(JGHlY CU?ANEO ro ~/tSNT MwT;#t. .4i!EFDl'F-2-THERM/TE 8RAZE SHALL 8E "CAPWEt.D" BY ERtCO PROOllCT5~ INC.,OR "TH£RMOWEI.D~ BY 81./l?NOY CO. THERMITE BRAZE DETAIL N.T.S. • REl.fJCATE WAT.l'R MAIN PL.A _, 1---+-__Jl-----------+--l ROUTE 73 EXTENSION WATER MAIN RELOCATION DETAILS CHECl<£0BY wrn B =« AS SHOWN ,u~ 65 7. 4 REVISIONS MESA CONSOLIDATED WATER DISTRICT w-• -1 (': . , 3)(h/Pf.AT£ STli'AP (¼'cui'.BETWEEN $TIU/"/. l'>tP€}GALY. -:$?"'r"P.r/,6'"'R,,.-.,r. .J:h/PUTE ,TRAP (k,.'Ctli'.B€TW£"EN STHAPI PIPE)t;At,V. APPLY NOR TAR PRfQN,TO Pl.ACING Bl/NP FlG. FIELD APptfED MORTARCOATIN(; 8 1 ill/ND FlG. MDRTA/f INS/DE PtrlOR r,J INS TAU.- HE-,, l REDUCED PLAN USE SCALE BELOW 2 1 I 3 INCHES ON ORIGINAL PLAN J APPlY /lfORTAR PRIOR TO PLACING Bl/NP l'lC. t;'GTl.FlG t,',sro. WT. STl. PIPE BUTT STRAPS, 8';.J,,{THICK C//KllMF€RENCE OF PIP/;. CONTINUOUS WElOTOPIPE. BUTT 5TRAP TO BE FABli'ICATEP IN TWO 5CHI-CIRCUlARPIEC8 ANP WELPEP. A'N.O F"A£"/: . .o ,<'l:YNr MP.-f'TA,P t/,V/A/6 . LOCATION OF PIPE SUPPORT STATION ALONG <t_ OF JAMBOREE ROAD STA 187+71.16 STA 188+91.16 m 187+81. 16 STA 189+01.16 STA 187+91. 16 STA STA 188+01.16 STA STA 188+11.16 STA STA 188+21.16 STA STA 188+31.16 STA STA 180+41. 16 STA STA 188+51.16 STA STA 188+61.16 STA STA 188+71.16 STA STA 188+81.16 STA STA CLCARANCE BETWCCN Bt:ll ANO 5'PIGOT ON PIAHCT€R .06e I HIN. , . ,z:,"' MAK. 189+11.16 189+21. 16 189+31.16 109+41.16 189+51.16 189+61. 16 189+71.16 189+81.16 189+91.16 190+01.16 190+11. 16 .... ~-··· , ...... ,." 01 Ora B POOJE(l ENGINHI •ECl~lERW CIVll ENGIN!tl No\411¼ t}.l,lt -',PfROVto_--5ep.tember 19. !28;') LOCATION OF PIPE SUPPORT STATION ALONG £. OF CAMPUS DRIVE STA.10+76. 59 STA.10+86.59 STA.10+96.59 S'J•A.] 1+06. 59 STA.11+16.59 STA.11+26.59 STA.11+36. 59 STA.11•46.59 ST-A..11+56.59 STA.11+66.59 STA.11+76.59 STA.11+86.59 STA.11-196.59 STA.12+06. 59 STA.12+16.59 STA.12+26.59 STA.12+36.59 STA. l2t46. 59 STA.12+56. 59 STA.12+66.59 STA.12+76. 59 STA.12+86.59 STA.12+96.59 STA.13+06.S9 STA. 13+16.S9 STA.13+.26.S9 Wf"LO OUTS/OE 184 .:)#' FIELP WClP (TY~) SECTION A-A ELEVATION SCALE, 11/,?'•1'-o" SCALE:1~i;•I-O DETAILS OF PIPE STRAP AND PIPE SUPPORT ANCHORAGE B !JO'CA5/NG{TH/MBlE) CASING EM8£00£0 IN BACK WALL 5€AL /JOLT POWN M.H.Fli'AME I COYER PER AlHAHBli'A F(Jf/NDRY PlATE A-/'13/J WIO [ BdCTPaJl"##./r-FA"AHE¥ C,»'E/' /r? ,,IL",,¼1/,ff.e,eN ,F4;7uaey R:ATE A-A7~ \r-f'=s~•---, w,JT/1,,t:,J~J I MOli'TAR -- HINGe" 1Yl,,1h15TRAPS /81 5'TL.PIP€ PIPE' !I UP PORT (ii) 10' O. C. £A/PN.a-r-_,,,.,_e~r,,,(14' EP<M Y Cll4T B,d,('F fi,PE FA/b9 ;:w,e ,s:.<FC. 5'Tl. PIPE rq,.o,<;',11,.r,,1.e~nud ~1:~(/"°Ar~M:'"r,v~s COl/Pl/NG ~B ~~~~~:~~P~l~P_E~_A=C~c~,~~~~~s~~D~E_T~A~IL~ J".4,nT- 36"'(, 80lT ()OWN ACC£55 M.H. PeR CAL TRAN5 ~TP. bWG. 87-// SEE PtAN FCR tOCAr'ION ABUTMENT DETAIL :9o"'5TL. CA5/Nt; $",,,f~REl>WOOD Pl/>£~==J;7 5lll'POHT5, FUll lENGTH OF CASING. STRAP TO PIPE fiJ 5'0.C. W/S.S. BANP5 CASING N.T.S. DETAIL STEEL FLANGE N.T.S. NOTE, PAINT HINGE I STRAPS PER PAINTING SP€C!F/CATION5 FOR STE€£ PIP€ SECTION B-B SC4LE, 1" e ! INSTAll M'WElO(P sn.,tcc M.H. PER AWWIISTO.Cc."06'·5'1'. LINER Pl.ATE NOT REOU!li'€.P ACCESS MANHOLE DETAIL BUTT STRAP ll HANDHOLE DETAIL N.T.S. 8ROOK5 JT METER BOKOR €()UAL WRAP CONPUCTOH ENDS WITH /N5ULATING TAPE. UAVE 'Z'OF SLACK WIRE COIL.ED IN BO% #' /t:J AWG COPPER WIRE W/TYP€ TW INSl/LAT/ON ..!fQI£. tff£rt,t!"eo-r9HAU.B£ INSTAUED t WIR/!!5 8RAZ€1) TO PIP(; ,'/T JOINT N€AR£5T TO t.OCAT/ON SHOWN ON TH€ PLANS '--"1~="'i,<--&>1.caa,o (TY,'!'} Tl-h:R/11/TE BRAZE PER PETAII.~ ~ MORTAR UN€P / COATED STEEL PIPE (CTS) CORROSION TEST STATION DETAIL D N.T.S. WIO LINING LAP WELDED STEEL PIPE CENENT MORTAR POl/RCD IN FlclO 3/.1."CCMENT • NORTAli'COATING CARNEGIE THE.'RMtTE BRAZE OR ALTERNATE PROCEDURE BELOW N .T.S. _: ...... ,·., ..... ··· CEHENT MORTAR Pl.ACED IN FIELD RUBBER IJASKET 5/ZEP SP/t;OT li'ING CAHNEG/€ -SNAP€ H-.!JSIG JOINT 3/./. THICK STEEL CYLINPER MORTAR t..lNEO / COATED STEEL PIPE BRAZE COPPER WIRE TO J/.,/ STEEL ROO I COAT CONNECTION WITH 'PtElECTRIC SEALANT"BY TAP£COAT PRC-5-5 CONNECTION INTO JOINT BEFORE GROllTING NOTES, I -Jl.li}✓,Jff'!FACC 5HALl BC THOl?OUGHlY CLCANCO ro l!W/6HT .M.i'TAt.. 6£',~lU·£ - e-THERM/TE BRAZE S/-IALL BE "CADWELi>" BY ER/CO PRODl/CT:S, INC.,OR ~TH€RMOWELD" BY BURNDY CO. THERMITE RELOCATE w.: TER MAIN Pt.AN wio BRAZE DETAIL @ -~J!lf-t~'")'','--"a',L-.C.«o<;.,. ........ ,.=-.,'' e ,s,ao 'l / ...........,.,, i2,31 799-112, ENGINEERS SANT-'""-' (11•)g~.11e1 ALOliRMAN, ■WIP:T & LEWIS (7\41 320-4220 !--+--+-------------+--~ PUB½: ~KS ~¥~ " ROUTE 73 EXTENSION WATER MAIN RELOCATION DETAILS AS St-K:IWN Ol:SIGIEDB'l"_","'c· __ i CHECKEDBY~-=·'---=~ AS SHOWN moo 606.16 "" " Al'P'O. DESIGNED CITY OF NEWPORT BEACH w-10 Dl'Vi-1'1" DATE -,,. ✓S· r~ REVISIONS CHECKED PUBLIC WORKS DEPARTMENT SHEET 10 0,: II CITY OF NEWPORT BEACH e----±-; I r ·-! -i s f-, ,.·uuF.,.. ,,,,,,,_ ... r··l--,,:::.~"p~ r -=:r-=':1., r.b>:?r,:-/-. "~'~' . . . ; ~I (--.... ,,-, ,. . ... ' . ,.. -~E-t;L!S?..."L.£~ - A,,.._ -r;,, JS---,,,.. ..,..,_.,., .#,I _.....,,,_.,, =·· ~= J;_:;~j~ ✓ 5,o_D cw,,~~-•-.,, ,,_,,-~,A C0-,,,6~ CITY Of NEWPORT BEACH PUflLIC "'Ofl•S DE..,UMENT r4 ~ T ra .,.-..., ~ ~ P/APENP ~ #rEVNP ~ '-'a #$•,t,ITER,4i. 2Z:4"tJENO ..... ,,.,., .. ..... ..4..L~ .... _,.,.,,$_ ff/f,•&rNP t i'"! H ,_ __J -J'Y,PK~i! .s.rcvt:w ,_ nv.PPST No.:c.rs -« MU, ••n•u•• TUr, 1-L U P ... tO•M<• IN A<t<>lll>.<o<f .. ,. ~-;--~.:';;°':,~•~~~'!,:~~~~•~~:o:~1:.~~~ ~ TO lHf ~KJ;~ ~":~!1,:~"","J ,':c,•,t•.,'~!~,:,"~~~,~~•."~:•t:;'t io':i'f~&"\..u•••- "''"'"' '""' '"" ..,, co••ur,o ..,.. "" ""'"""" 0, ,.,.,. "' •o•« ,..,., ,.,o '" 000<> '"" "''"., ,.,., '"" o• <=• .... , ....... '"" ..... , ., ........ ., .............. '""" ;~.~ ....... :.:,·::" .J' ... ~t".:-::-:~::":": ,::., ,".:.:",'.~:.·~~· :;•" CITY OF NEWPORT BEACH l'UIILIC WOIIKS l)[,AATll(NT THRUST _BLOCKS CITY Of NEWPORT BEACH ~•~--S l)[NJIIOIENT F ... -'•· .. , . , " -.... ·---...... ~~-':..°'1~ ( _7.:-. '.£..7:£! .~: .:- ~~:!:~:t ~ ==n= =•-••w~= E«!•'•.: .,,._, ,~,rr ::..,_n:?:.;,;,;,_,,..., ... ,c•-/ :~-il __ : ~-] NDUS ~ , ,:/;!,:"::::,.-::;';,''o/";~'J-'rr" ,.,,,, ,-r _,,.u ,,,.,,, ,..,.,,,.,, ,.....,,.,.,,..,, t __,,,, ---"'"" ,,,,,.,,, .,.,.,, .sr,;,-,,z., ,.,,,,, ,.,,,.,,,.,,•,:,-,,,., UNUA -~:-.,,,,,,..er _,ur,,, $.'U« ,,, ,,,,_ ,.,,,.,., ,..,,,,-,, _,,,,.,, ..,. $ -<,W.OI _,,, ,-,._,.-,, ,' ,,,_,,, .,,~,. ,U _.,__,.,__, ,--..,.-_,-HH ;:,~;-;;~:;;~ -;:,:::;,::,r,:_~;;; ~,::,,::~•"'-"' _,_,-a ,v • ,u,.,,= _,, -,,-,n,,..,,,,__,,.,.,,.., _,.,,,.,..,,,,, =.-rr. ,,_ -,q-rp ~I<=,/~,-,_,,_,.,_ r-,;, S-• k ---~ $. ,..,, ~,.,,.,. -, ,., ..,,,a,, -.:.1u· _,,,,w-,, ,_ .....,.,.,,,, N,q,r ~:::' ,:~;-::;,;::·":.,/:::;.~~T:::71;,_.¼,":.':" b/' HM• N .wiH ,.,,.C,_E •• "' vc,. ., ct/·;J.i· ----4--_ ltOfE • AC PIPE SHALL MOT BE USEO F0A SEWER tLEA..OUI ltlSE•S '"" 1EWER CLU>fOUT f>L•CEP IN S•DE..-ALI<, US[ Ua<>KS PAOPUCTS oK1 ,·RB a 1t0•·A IUAX[O SEW[A Aff ST0·'0C-L CITY Of NEWPORT BEACH ""9L<C woo•• ot'PAATWENT VAlVE BOK COVER OR SE WE~ G.E'AIJOVT COVER AAID ,Q/SE.Q "" ~ 5::.,-----•/P:-",;'!"' ..... ,~ ,.,.J.c/•U .... ,,~ .... ... ••"'"'-il sro -s11-1. f'~~\;: L :•· CO•<"'' 'I , 1-, 11 •, .. l .ono• o •••"<"· ...J _ ~!@! SECTION VERTICAL 8END ANCHOR MAINLINE VALVE ANCHOR "'"'"'1•.,m.u1,:r1<r<""'-'"'"''.,..,."l~><WI"''• IHl!<•""""Mll•!••oo••:m •orll<lCON<O!l!O.•" °" Ull(, S! .... RO,flCIFIU!I"''• S<<Tlti08JTCT.U:· ;,ci,,;:.·Ol0<<$.>N£1l"'-l1Jlll•,W.lll(""'-"'1D .... ! .. I"' •"''""• "'"· "'"'"" ccw,,:r" "' '""' """"' ,o,,,ac. """ o• ""' "" rn•• """"· •I><""'",.,,•'"',_,,",,:,, 11<1 '"'"""''or"~"' l•r•oo1,,,i,s.>1•"i:ooos•11•1t•Afll,S1JfUIOfC""" ., ........ , L, • ,v ""'-'I( .. , ... ,. Ir IHI! IOOl"U ,00 "''" ... ,, .... 1 .. """" [•f .. , ..,, _, ..... 1.,1 ....,,.. ... ,. "'"· <CWAC!IO IOC"nl 00 Slllttl. !ll V!ll ll 111110 tO "'"' ,,... :::.:~•-OO!<)lOIIIOJRlOOISl•Tf··••nmocoo1111..,;u, JO•" tAS,,.,,s _, 001 I< 1...-IIOI. I• «.11111 ""'""''"'"""'"""""'" ............ , . .,,.""'""'-'" ""'"• •11• .., ..... '""'"' oo ... , .. m• ~,!"';:: :i"i:W1""., "®'"'" '"' ,,.,n '" "'''" "''"' CITY Of NEWPORT BEACH ,V8LIC WOll~S l)[PAATIIENT ANCHOR BLOCK DETAILS MESA CONSOLIDATED i u1,11""w"''"'" """'""'""" "'''-"'" MESA CONSOLIDATED WATER DISTRICT •.:.~=-f------'"c:,o,_a;,a,a,a,s, ,,.~.a,a,.a,a,a,a.,a,:a,'..a,a,s,a.c"a,=~----J FOR C,lST IRON OR ,lSBESTOS CEMENT PIPE 6 ::ir.:·" ""' •Yo <Om•>-• ==-~~lra.!:.~~.1=.V"" :i:1: :.::r:.-::. >;;<:._:,:-::: .. t~,1::-n::::-~ 'l.~::::..~, MESA CONSOLIDATED WATER DISTRICT ~.":::" t-~=~,.,a,a,a,ci.,a,c,a,a,ci,.;i--,,a,-,,,,a,ca,a,a,.,-----1 GRAVITY BLOCK FOR ASBESTOS CEMENT PIPE 11 WATER DISTRJCT ""'""_.,_, ..... ,_., ''""'"'"'""""' ' :·~ ::::,::;..~.:::.:::r. "' .... ~· "'""'." ._ .. < ,_ :,•-;"":::O-k"'·•r"""""• MESA CONSOLIDATED WATER DISTRICT ..,._ f--~="",a,.a,a,c..,a,-"',•o,a,c,,. ~ •• ~.i.,;;-;;,.a,a,c,a.=~---1 RELE,l$E V.lLVE ,lSSEMBLY .,,,,<£~ S,,C "' ., s,,t,,,N ,.._E•0''1as ..,. ... ,. 8 iE[:Fi;.')'l','":!:;;,•.,, ~':I:' =~•:m:::i:r.1:.::.1,-::., ::;.:•::,~•1:~~• .. -:,:;-c•·"· ... ::.;:;~:~:.:...m~:.--:.. ... .:" '-""""'""""'"M"\'O,~ .. :.-:.-"""''"-"'"'"'- ......... ........ ;.., ff! Ora 75 NO l♦U4 o .. ff ,.r,oov,o September 19, 198:\ REDUCED PLAN USE SCALE BELOW l \ ~ J :5 INCHES ON ORIGINAl PLAN ;:1"..:'i:t.1:r ,'W•""' " .... ,. 1::::,i:.;i;'"'"'"'"'·'"·""''' ;;tit~~ ,..,_,,. ___ ,,. ,r c----,r "' W------W M' ,,._. __ . __ ,.. ... f--~•c•c•c•cCaO=cN=S=O=Ll=DcAcTcEcD_W=•=T=Ec•cDclaScTcRlcCcT_---l ~--= 14 ST.tNOARO IIUTTERFLY V,llVE INSTUL.lTION 71 184 RELIJCATE WATER MAIN PLAN X X ' -----. ·:·_-_ ... _._··· ... _·_·_· -~' ~•-• +' -·~-+•cc··•cc"-, -------------------------------------------------------------------------------------------....;;'.:;;'·.;.· ______ .;.1_-'1-_.,,_~;..~,-d·· ANALYSIS OF LOCATION ITEM l96180/,t?l5HJO • L----------,--.. ~------- I - ------------ TCJTAL. TH/S SHEET /!677 CONTRACT 37.1?91 GI O!J I 1.15f.7 ffi94I .5 QUANTITIES 3G/J /!J/1 1,1oq __ 2~ftJO_ 2,_~85 14,041 ... --- L REDUCED PLAN USE SCALE BELOW l ~ 3 INCliES ON ORIGINAL PLAN ' _:J .,_ -·~•-.·· ~-:-._-, _ ...-,-~,,,,c·, • ..,,_,:~ ~o e'H:!1" Ull ... Ora_ .. _ 73 ___ T3.C. IRC..C. • 72 1184 I _,_, ~--1./d, •• i I -· I •EGrS, UtO C,v1( !'GG,~!!11 ~o /~840 ----·'----···----! ---___ _!_ __ ~----------~'----''--·-__ J__ __ _L, ___ _ C ---_I_ - -__ L_.,_~'~--- l I - - -L ! ____________ l ______ ~I ___ __, ___ l_ ----------·~ 1' ____ ~------< ·-·-~' ----~' ------l I i - -!. - ------! I · ---r ····-·-+1----...j 1· ----T .. ----- .. I [ ···· -r ··· ·· ····- I I ol' 3 X --1•-· --- ANALYSIS OF CONTRACT LOCATION ITEM ~ "'1 ~ ~i ......_ ~ .l' ~ \S ~~1-..I,;;-~ .... ~ <( 111 ~ ~~ ... "I '.'I: "'~ ~I.."'~ ~ ..... ~ .., ~::: \:, " ~~~ ~~~~ ~"'~~~ ~~l .... :i:· II: "' II. Ill Q:: <t ~~~~ " lJ ..... l.:lt .. ~:gill <t~~ ~~~.,, :s~"' ~l',;"t QUANTITIES { ..-t ~ ... ).. "' .... :i II. ~'"' ~~ lit ...., <( .... II: "' ..... <( "~ ~ ~ ii( ~ <:) ~ ... "t ~" IS~~ .... II: " ~ !-i ~ \J ~._, .. ~ :::! ~ <t ' <t ~ t-,. ~~ REDUCED PLAN USE SCALE BELOW l l ~ 3 3 INCHES ON ORIGINAL PUN ::J CIATE •-ovEO U,;1i f thb Civil lNCIWHN ~0. /2840 .Seph,mber 19, 198.J l r. 11r. D [SCRIP Tl ON rL=e"',L;""'T_H_,_----,.v---t--=-,--t-'-==-T";c--=c--:c::--"t--=-,------t--=-,------t----,;=::--t---=-;---;:----t--;:-;-;----t-----,---,,--1-----+----t----t-----t---1---+-------+---+-------1 ~~ a'.~~ ~~ I!!~'-\)"' ~~....,q§ ~\.J\J~ ~'<(~ "C'-~ ... '-- CY CV S~YO Stf/YD TON 7'0N Sdl YO LF CY Lr RAMP J-r s-1,, 10Nga-1,112+4(i ,$ 1.049 /0/+98 ,I, lf/+90 v ft'Trove/H/c,y Type 3 991! 444 ~403 I/. 9 2/6,9 ----------------· ----·-----------··· IOI+ 98 fc /06+70 v Gore Ar,q /ype 3 472 146 462 !!.9 71 .4 - IOH98 f, lfl+/0 v 8'5'1ou/,ler Type 3 9/'2 225 710 6.0 /09.8 ·106+70 lo lll+/0 v 4'shoultler /ypB 3 440 46 147 /.Z zt.7 /08-tSO f" 110-1-00 v Non-choker Sech'o-,_, ISO 50 /0/+98/,101;8() £ 110105/, IIINO v AC Oike 687 ----·. ·---------I .5 26.7 687 -/06+70f,l07f75 v tJ,tO'AC /05 .__-------;';:;;~~':'fi~;;;--~ct-'---t~~'if=====r-".':~--+----t----+---t---+-;:;'s;--1----"'~+--=-';;',,--+---+--+--t----+----+---+--------j---+--+---+---+-----1 • ' /10+05/, /1/f/tJ v 0-2tJ'AC,Hi¢h9ido/,u,vr /tJ5 I .6 ZS.I 2Z7 0.2 4.3 55 RAMP J-2 RAMP 8-/ - /09+15-lc f/2+92 v /tJ4·hl0f.? /09+7$ v' ltJ,f.106 f, 112-f:lt 1041-0~1.,112.;92 l0911/0fo ltJ9+75 v Sid. 7+36 lo 2/-f// 7-l-3(p lo (221-5I Produced}· v 18+40 lo et-111 /2+t5 ft:> 17-1-00 v' /Jl-00 fd /8 _,~() V l8>5tJI, (22 ,st Prdduced) v' 910() f, 18 +40 v 4'shouldt?r 7ype .3 v AC Dike .$ 24 'rn,vt?I Jf/av Tvpe .3 ,,, (ioreArit'o -rvpe .3 4' ShPulder 7ype 3 Slu,11/der Tn:,n5. 7ype 8' Shovlde_,,. Typ4t3 ✓ 4' Shouldi'r _ Typ,,..3 837 !!17 780 772 19 55 -~ ~ !_5 I 5/5 Z7t 475 /50 401 940 766 249 -57 82 1,2 I 7 10!> 50 Z6 99 ----.. 99 ---- 2,418 20.6 81!1.7 !188 !J.!1 60.0 18 I /.5 27.9 260 :t.z ,f-0.2 /.7 50.0 0./ z.o 0.8 12.f -----·--------t------••o, 5,845 !IZ.7 594.5 l/51 Z.8 51.2 158 /.4 24_5 8!3 o.7 12.9 312 2.6 4-8.2 3/~ Z.7 48.4 ' ·- 772 --/6 98 ~------------ -·---- - --· . --I I ---- --~- I I I I I - -. - 11-,1,5tJ fr1 ts ..;.oo -.. ------------~ Non-choker Seel/on If 7 -V _ J_50 ------------·--n.r25 f., (~t+5 I Pnuluc,d) .,.. A& Oike I tJU,; :t. z 59.fJ I, 026 , l/-f53 fo IUOtJ V o.to'Ac 47 O.f 2.0 /6 /t;<l-50 fo 18 ,f4,/J 0,20'Ac ----------------------···-·· --..... ---····---------r-------------------V 190 2.5 42.6 34'1 1-1-~61, 9-1-00, t lf53 f# n .;2s I(, 1Jr1~l11I sf. V V A 2-8 Curb -285 18.2 j I I I ------------1----·-----------· -~, ---,~ -_-_-__ -t-J-_-_-__ -,'-_-_-__ --t-1::::::::~;::1 -=--=--=--=--=--=--=-~1-::.-::.-::.-::.-::.-::.-::.+-1'----_-_-_-_-_-1--l ----------------------+-----+-------c:------::----t-----;:-----:,---t-'' ----+---"--,I ____ ~ ---------1--- 1 R~--;;_p·13= __ --~2-,-s~,~,,-_~2-+_0_tJ~fo-~~o-+_8_2--_-➔1=_-::_~+_-::_~+-_-__ -_-_-_-__ -_-~@,_ --------~---+-8_8_i __ _ (O~~oP;od11c,o')fol07'82 v /Z'Trqve/Woy Type3 _yz_r?... __ ---~---607 l,60/ l!J.6 Z41.6 z,1,00-fo 4.J.7/ v OoreAreq "Type 3 ___ --~2,,7.clc--+-----+--~1~0~5~--+-----~~3"3~,---,~.8~+--51 .2 715/ f, 8+94 ,,, 8'S'1av/,l~r ,ype 3 143 __ 40 /27 f .f /9 .6 (0,60 Pr,duc,d) lo 7,-5 l v 8' s/J,u/d,r Type ,2_ 691 +---~t--,--1~0-_ ---+----+--5-3~7-1--~,,L_~6-t-~a~,-_-,-+----------- i----------- i ------!--+------:----+, ---+1--l----!--_j_ ___ +-__ _j_ __ --J • ~_J__ -t------4+7l fo 7f5/ V 4'Shdtdtl,r T}'E§(jJ__ 280 -·--30 - . _9~_ 0.{3 /4.4 t;l25fo 7-,.51 v ____ !{on_-_choker 5_ec-l/o_n t2t; ------_ _ 4Z ----+--~--,---- ___ ! --------~----!----+-----+-----+------+ - _ r-··· . ___________ i ______ .. l.. -----,'----LI ----,---1--~----L-----'-------l ~t--·-, __ $. Yo,1-oyoma ••• ••• ·--~~OO!f!.]-1-_Sj__-·---v Ac_Oike 551 ------:~-~1--·-7--:z----,z,_4· 4-,.7of~0..,.2s v o.2o'Ac 1ss t.!J 35.t 5-1-20/08+!}5 _ ~ ~:__!tJ'A_f___ _ _ 75 -------------------·--·-------· __ ~-·± __ 7.;~1hiri~/11-s1fd()fjj·~l!:...~!~l~f. _ _v _ v AZ-~ cu,:b ____ 5_82 --------- 7.6 284 61 551 ----------- i i :---- __ _[_ ___ ·--_J_ ___ , ·-- -_L ! I I I [ [ ! _____ j _____ ~---1 ____ :~--____ ----"le---~' --~l--"--,-----+-----!------.1 t--t--t------------------- -j . ----:----~'1------',--_J __ -+-----f-----'-------l ~-----• ··-. -··· -·f----➔-----t-----+----+----+-----+----+---➔-----➔--------·-------~---➔ ----+---+-----t-----!-------1 I i -I -----------------t-----------·----------,----J----·f----+-- .. ----------------~1 --1 -r-1 -----t-----f------1-----1 -__ I ___ I-----------:------t----t--~--1 -·•--•------r --_I ___ --l--·--- ---=----. :'!, __ ~ .,_~_ .,., -~~+.-~,,,_~c,7,-,o_~_,.~~-(j_(!_?_~ Z ~!f•J! ------- ------··---· ·--·-----I _________ --2' ol' $ I . -,. ANALYSIS X LOCATION ITEM X X -------------------------------·------------ 1--c,cc------~------------+--------------·-··---------(j) tJKAINAG€ INLET$ ----· _ --_ ..§plfer De~.:,~1'on --__ ===-c-=Tc--:71~@"_;:0RAt.VAae /1.tLETj -N/B 7~ .sfa 2tJ9f50 v AC Apr?>n ::.:~ ~~l~~l ~-;j_A-t!/~~~-/_Nt.e7; S/B !~ _5fd__2~f_l.fJ_-'::' __ -~~~pr~'? _____ _ ~-: I i 1i1-"::.:~·::;:~;% ;r:::::tr:: : ;~1~:n ~--· ; @0RANAtU/MtEr,<l;73 Sia 218•50 ' ACApr.m S.Yok,,,y,,..,, I ~fJRAtl/A6c/Nur, 42 78 ~.f11 ?251-25 ACApron ~-~---- -, @ORAINAGtl.vt.er, -i. 7_3 _Sl-o, 2441-t;(J ~, _ A~_Apr;,n @DRAtNAt.iEINl.€1;</:. 78--Sf(I "iitJ-1-.50 ~ -,4CApr-~~- @01?Al.v'A6-ei.<Jt.E'r, -~ li-s14· ·2ss+Oo ·c: AC Apr.:?n (i)Ol?AtNAGe ;;;ur, cl: 73 S7Qi98,,.tJo/-t>29$-12~ v' Ai Apron TOTAL Th'IS Sh'EET CRAA/0 TOTAL. OF CONTRACT QUANTITIES /68 ----------5/ 607 1,095 ---. ---- -------- - .. --- 2,190 6,008 5,P67 47, 97I ------+-----f-----jf--.~ -+------1 •• ----852 5!10 7.2 4.5 / !J f. 7 8/.9 -------- ---- ·------------· 64/ * l8,JP9 !13.8 ----. (}. I 0, I (), I 615.4 /. 7 /.7 1.7 (}./ /, 7 {)./ I. 7 _ O.I 1.7 0./ /.7 0,/ /.7 ------ 0.f /,1 -p:,r· ----2-8 ---- 422 l<E I~ /IE !IE 16 16 ft, 16 16 25 28,5 /4.8 - 280 620 2/4.8 I, /40 17,~97 27P.I I, /40 l REDUCED PLAN USE SCALE BELOW I 2 I I 3 INCHES ON ORIGINAL PLAN j .:::_..-... , ................ 1·:s,·1•::"1,;:;:,, •c~c" 1 I f: : • ·_> _ •,·,' __ ac,.·, "_._.,.,_,; fC''" o...-:,td •-:;• ~; [1. -Ora ---7.5 -~f3. G7Rlf.~-~ 1/84 I e>c.,"~-"~ ... , --"""'"" ,.,,, """" I ~C. f264tJ :.n """"~•Eo Sepfetnber 19, 1983 i -----------1 ________ j___ I I i ' I I ___ lc_ ______ L ___ ~i __ ----'l ______ ~I ------+-----·--'-I ___ _ _ __________ , _______ L __ I ___ _cl ___ ----'-1 ____ l_i ___ _,I ___ _ I ------~------L_ ___ -----''-----I __ ___ I _______ __ _ __ cl --~I _____ J_ _____ f--___ _, ! _ L _ _ __ I I I --- --------_ _l __ -· ---'-------_ J ----L ____ ~I __ ___, i__ -L___ ------"'----' I I I T I ----r·--i -t-------1 -----·r----. -- 5of"g ( Adclifional !oc12fio11s and ele_vaii,'"s of hiqll ri~ku11derqro1,1nd focilifio os Yfllllir-ed1 Will be d.!tenn,ned at fill"le of con1truc+io11. /6-4" B·PC PT.fr 2" Conduif tlnd 12 'llir NP. 19 Sh,ilded Ct.1ble £dis"n C,:,. Oucf.s \ I$" lrvln1 R4nt::h Wt;fer Oigfricf ippr",Y1h'Jqf, locqf/On 32-4" B-PC P. T. 9 ""·-~.C:."::.~c::-- >QI! REDUCED PLANS 0 OF'11(;INII.L SCAI..E IS IN INCHES ,'\ ; Z:70 l REDUCED PLAN USE SCALE BELOW I ~ 3 3 INCHES OH Of!IGIHAL PLAN :=t '"""·'·· ········~" T3.C Re.,; 75 184- P•OJ REGJS1£RED CIV1l EN~NE~I «o_/4..,l.cJ4._ __ DAT£ APP•OvEo Seplemb~r 19, /983 .__ UTILITY PLAN I ,f" 5 -c-_ Locailon of uiiJity fddlifilf5 shollln on these plans, WH ob-fdined either frottt Ovlner-'s rec:on:h. Ol'ld/or fro,n Sf4-fe survays, Additional rocafions arid elevations of high ri~k t.mderqYound foci liiies as J"ei_Ui!"ed, will be d,;,tor111ined a+ +i111e of c.onstrudion. 215 6 7 2/'5 •OR RE:DUCEO PLAr-1$ 0 ORIGir-lAL SCALE IS Ir-I lr-lCHES 7 iOra T.3'.C/Ro.o 7G /84 ~£GISTE~ED Ci'l"ll ENGINEER .. o_ 1+u4 DAH APPOOVEO _§~pf1m.her 1.9, 1983 l REDUCED PLAN USE SCALE BELOW 2 I I ~ lt+CHES ON ORIGINAL PLAN J ---------- UTILITY PLAN J , I l J ) ------ -· r 4 Por,l<XE ''c" NtrJf11Scale f,vr. -C. Me. $Iv,: 9' S. t i I t\ I Ii t I ~! -~~ -=--=-~--;;_--dee-----___ - /~116"61-2lf.r$$(fe,ncd5h171nf ;.~;jj e· ----------- 42" TrtV?9. ,Yo.in-C. .#$. C'o: Wf.r. /Jt:'1'. d'At L ~-\I ropt?54Q e". C111/ Gt.?s Wlr. Al.'W.a /3'N. t l6"t;m-~. Cal tlaa .55' Al. q l"/J" re/t?&4!tJ>d ,ram Sft!1. /!f1,.r,(J5 "" l7fl.,.tJtJ "'11 Br/5-/bl 5. Z25 ___ .,.... __ _ ---+----- " 7 8 L':'cation of ulilify facili1ies shown on ihe~eplan91 wo!'o 01:>tained edh.rr froWI Owner s rtcord!. and/or fro,n State !,urvt~. PorHi?e.e. 11'1+(7(7 /1111/ II, tic,ltt Addiiii11,:ia1 \oc,~iion~ and el~vations ~,f hi9h risk undtrqround faeili-tif.'i as r"eq,u,rt.d, 111,11 be determ1ntd at i1me of coristr"dion. ~OR REOUCEO PLANS 0 ORIGINAL SCALE IS IN INCHES 130 ---------~ -r· ----- / 71' !36" Wder P<?THt>tE -11~+,9() - Ntd fi11 S~11/il 2 L 9Pud,PT T .;u'S/4 if 8"ACP-S.4. h'e/1-718 Wfr. Z~'S. ~ REDUCED PLAN USE SCALE BELOW I ~ 3 INCHl!S OIH>RIGlNAL PLAN -.. _., .... , , ... ,,,.rd 7 Oro ~EGl$1HfD CWIL fNGINUII NO /'9111 oAtf .o.PP~ovw,__,S.~e~p=J\~e~=='h~e=r--'-/2~'9~•~1.~'9~6=..,3'-- --'>---------------------- J -----.-~·-:::=:-:::::==:_·-::---t ~~-?j:.!.!_frw --------------:-====-============= ,------ 3 UTILITY PLAN Swr 0/1 I!' Z-¢'C-Cem .f'81/r.CP. PTfT 25'S.£ 2" t:aG -So. Ca/. (lQ$ /,I'S ' {Abd"1d,m ;n p/<1ce) II?" .dCP-SA r1,...-1+.I., JYl.r. Ca /~'S.E Swr. -C'.N$. Swr. 9' SI 311S1J.Ca/. (iq.9 t4's.f PT. r 29' .s1o e n t)vcl-s --'!'.::=::.!"~=\11:'c-==== ~----_,.~#F ~-------------·--~~-----~--- ~ --·-· -~ --;.::;;,..!J;f~p;::;;;;;;;71" ____ -------"s- -----------...,_ y_r----------------------~~ B· / B-2 8 > " ~-~ ➔ -. 'f8;?_;j'--c}~';~,~1'.)c~;-=--.. 'c"- 240 ~ " -,,~_--,A~C~fl~"~"~•~m.-~d~n~l~----~r 1 }2· .!.• j 3" P..:. G111J 1/ '---3'' ,1,.,, • f'orHoL~ ~" ,V,:;,f lo Scq/e ; 5"Cos -.:15' C. ~ T~b1 rt!loc11l-1d 4 .s"6o5•5oCPl6tJ5 pn,pP$1d ' ~OP REOUCED PLANS 0 ORIGINAL SCALE IS IN INCHES 6 7 BvrC'a-$6 'W. i pr. IT. (Ab1111dtJnt'ti : /t""doG-3'i:d'o/.6'Q~ 56-'i.J.C (To bt! re/o.:t2led) 8 l REDUCED PLAN USE SCALE BELOW 2 1 I 3 INCHES ON ORIGINAL PLAN .1w, 011 t _:·~;i,:c.:.ll~..C4.SC £ Tobe Abtrn ,:,,u✓ /2'AC N,'r.-ef$1 E. I J /t/Rlll'Prf wlr. --~L17hli2.U'mE~~ ---:-~:· .vr.C<1. -59'E. d Tdbl/'t!/o,:dlt!d Nt1wp11rf-n, lu qQ11nd11ned Swr. -N'.Pl. B. 9wr. t'tl' E. f Lo.::,dioo o{ uii1i4y faeili-ties ~hown on i'1ese p!ons, was obfoined eithrr from 011111er's records and/or frorn State 9'urvey,. Additional \oeai(on<:. <lnd ele:voiions of high risk underground faclli-lies as req_uired, Will be. de:-le.rmined nt time o1 c.on,-lrudlof1. I 'J .-,, 7 j Ora 70 //N·, ~EG•SlE~ED CIVIL ENGINEEl NoJ4U,L ouE AP,mvm SeE!_fember 19, /98,3 ~"Gos-5,:,.Ca/. 1-1-'S. ~ ft.J" CP-,A./l~✓-'/W$JV#0,./3'S.L Swe-C-.U1.Swr. !J'S. l ,,. L11r:. /l°AV-C.Afs.to.UffiP,-.1: r()'/1!( s~, r,t,c{l"',;n p1,,.,,, ' rG.·s=-,,i« E. ~011 rell?t::4(trtl Bvr. Co. -29' w ~ ,-,, b, re/,:,e,,/,r,I 1-- !Jv,1: ea.--'t' NI T,1b~:~l=r:~ iQr.Co.r/C-C,m . ..PTlr ,ff '/V.l Tl?r,.m,,-;, f 2-5"C-C,rm BCE 'TP_f!q_~ 12".ACP-C.Jfs.Co.Wlr./Ji#I. ~'wl S1,r/r1/1&1i/,Pl'l pl,n, , 3116t1S•5PC4f 6<1~ If: 1'9 7~1rJpPrt1rj, (oe/,ur) Ir ACP Nlr.-•11' 1.1. ~ .Su._a/;u:,r:hPl~..__ UTILITY PLAN 4 ar s l6"Gos-So.C'ol. dos 55'A/. € • ----+--------+ ------------t 4 256 6 "; ---- 8 • 1 i ) /tJ" ACP-S.A.He.1"9hrs JV/r.C.,: /5'S.€ t ' 8vr.Cq, -P.T./'T. 40' N. l' --------+ ~------260 I 2 Location of utility foci lities Sh'1W1'1 on these plan~ wa, obfained either fro"" Owner's record._ nnd/ar Trorn s.f-,fe surveY,. Addi ti o-~• I loc~t ions and e:1ev11fiDnS of hi9h ri~k , . .cnderground foci! 1tli!~ 11• rt4l'1nzd, 111111 l:.>e de:ttrmlned ot -tiir,e of construcffo!'l. CCR R£0UCEO Pl.ANS ORIGINAL SCALE IS IN 11'1Cf1ES L REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORIGINAL PLAN 6\vr.-.4 'l'"Ox. Loe. ---d -----. 1-- -.... 7 Oro J REGISTERED CIVll ENGINEEI N0-141\4 DATE mRovw _§_~p/-ember !.91 1983 7--- UTILITY PLAN ' I l j i l 8" CAPS INTERSTATE SHIELD 2411 X 24" 6"NUM. STATE SHIELD 21"x 18" B" NUM. G21 (MOD.) 8'-0" @NORTH TO @ G20(MOD.) SHIELD 28" x 25" 10.67" / 8 11 e'-o" @) Fwy 6011 RIGHT LANE INSTALL h =18'-0" 90" W74 8 11 CAPS 1011 NUM. I I "NEW SIGN r-----_,)SAME LOCATION l @ NORTH I REMOVE I TO I EXISTING SIGN I~ @i L LEFT LANE I -r--r- G24-5(MOD.) LIMIT OF 0 WALK-WAY i I 40'-o" 1------'=-"---L 1'-9" 1e'-o" I SHIELD 36"x36" 12" CAPS @ NORTH 100• Long l6"112" 15" NUM. p I 10·-o 12"--i h=18'-5" W618 l12" I E = 36.33 I V PHOTOELECTRIC 1 ~1:-~-,~ ~ r---~----1;~--~ CONTRO~E::~E .------------i t tlrlSlol St1 t ~ t i---t Jamboree Rd 1@) SOUTH t--, r-,o. - --7 65'-6 11 INSTALL NEW SIGN G20(MOO.) Q 61-0" ~ W69(MOD.) 0 ~---'-10,_'_-_,o,_•_~ 10' CAPS END FREEWAY 40" ·--... -·->-+--l-----ji--''"'"'""'·""----l--'·"--I---.J 07 Ore 73 T3.to/i:2G,G 80 t84 f--~!2.N.J:TLN!!~.T.~ .kL,t-----1~.1-!.1--t:9-_______ Q-_L --~.. i ® NORTH 1 7'-3" '-3' 5'-o" Is'-o" 10'-oM I Bristol N ~SAME 48" 6) SHIELD 28"x 2511 10" NUM. l'llOJ!CI fNG•~u IEGl51fft:D CIVIi. ~ NO (1,./SO 3'-6" ® '1. 5011 5011 EXISTING SIGN PANELS © © NEW SIGN PANELS LIGHTWEIGHT C.H. SIGN FNBT JAMBOREE ROAD 12' '1. -6" '1. hc:19'-0" I LEFT LANES , LOCATlON--,--f ~ '--,1-~,_. RIGHT LANE 6" CAPS 12 r------~ I ~ SOUTH : 1 MacArthur l L~GH_:_~~;J G20(MOO.) 7'-6" ~ MERGE ,, 3' E.P. BRIDGE MOUNTED SIGN FSBT TYPE "A" LAMINATED WITH FLASHING AMBER LIGHTS BRIDGE NO. 55-531 {ILLUMINATED) 15" CAPS 12" CAPS o ... 1t ..,,..0 ~to Sepfember 192 1.983 SHEET I OF 12 SIGN PLANS W69(MOO.) UMIT OF WALK-WAY 40' END FREEWAY 1/4 MILE 10011 22' 0 Q / 1 </::::~~~>74 ~-----~ ,, ' '-~IGHT/ SHIELD 21"x1B" '73' NORTH '~ ' I , / @o O.H. SIGN TRUSS ~ 4211 ... , "<;~ \ I G77-5.2 O.H. FORMED PANEL 8" NUM. RIGHT 2 LANES \ ,, ' 7'-o" •"CAPS ', ,:,, \, POST TYPE EI ~-.---~~ , \, , FSBT ON RTE. 73 \ '' ' REMOVE SHIELD 28"x25" SOUTH fr AT STA. 225+50 G24-5(MOO.) 0 ~--1:.:6:_'_-.::0_"_~ SHIELD 36"x36" 12" CAPS 1611 /12" 15" NUM. @"NORTH Long Beach ~ '!7 2'-d' 12'-o" 100" 14•-0·1 t© E.P. BRIDGE MOUNTED SIGN FNBT TYPE' "A" LAMINATED BRIDGE NO. 55-531 LUMINATED) 2' ® © © Jamboree Rd NORTH W5(Rc) , W6 FNBT \/\ \ EXISTING SIGN 10" NUM. 43' 72" ( ILLUMINATED) JAMBOREE ROAD /; ',, )( a" CAPS l:..:J WITH FLASHlijG PILE 36"x 21'-0" i XISTING )f " , EXISTING ¢, NORTH AMBER LIGHTS W74 \ 'I V W74 u.i EMOVEl \ ~/\ (REMOVE) / ~ \ \\ 1 w \ 1) ~~=;ISTOL ST !~ ~:,, :-1 i: ', -----___________________ J_________________________________________ -----__ ) \~------ -~-----____ ..JIB!.llOL-___________ _il____~==-===-:;-;;-;;-;,,-~~:--:--:;;-:;j ·------------◄-Rte(LT.) ' SHIELD 2a•x25" 10"NUM. 811 CAPS -,W75 G78-2.3 t.::\ 1'-0" ~ -'--"--B 54" NORTH<t> FNBT 16"/12" 1211 CAPS 10.6711/811 GS N/B JAMBOREE RO. G59 G47 G28 G36 GB6-2 12'-o" Birch St NEXT RIGHT John-Wayne Airport 10'-6" 6611 §e 36'' SHEET 1 -2 3-5 6-9 10 11 12 l REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORIGINAL PLAN SIGN INDEX PROPOSED SIGN LOCATIONS TRAFFIC CONTROL PLANS BRIDGE MOUNTED SIGNS, SUPPLEMENTAL MOUNTING DETAILS SIGN QUANTITIES ROADSIDE SIGN -RAMP TERMINI TYPICAL DETAILS CONSTRUCTION AREA SIGNS 3 ::.i 22' PILE 36"x 21'-0" FSBT O.H. SIGN TRUSS 0. H. FORMED PANEL POST TYPE JZII FNBT ON RTE. 73 AT STA.196t60 I ILLUMINATED) 0: .; 2' 14' 31-611 t NEW SIGN PANELS LIGHTWEIGHT O.H. SIGN FSBT S. BRISTOL ST. 14' 3•-5• 3•-s• 5' ', 450' N/0 It_ JAMBOREE RO. ___ _J_ _____________________ c_ ___ ----·-·--------07209 -074581 70" -u , • • • I ' I I I I I I I I I I ---------' \. 0. H. SIGN TRUSS O.H. FORMED PANEL POST TYPE JZ: FNBT ON RTE. 73 AT STA. 230 + 50 (ILLUMINATED) DETAIL "8" E "'39.19 PILE 36"x 17'-o" G78-2.3 8 ~54" G85(MOD.) 11'-o" 16"112" Jamboree 0 80" IO"CAPS Rd ~~------f=al",;;J__ W61B I BRIDGE MOUNTED SIGN FSBT TYPE "A" LAMINATED BRIDGE NO. 55 -636 4_ FWY. (ILLUMINATED) t EXISTING SHIELD 2811 x 2511 IO"NUM. 8" CAPS 677-5.2 @ 7'-011 '1. FWY. 1} NORTH 0 72" SOUTHct> I G23 (MOD) 20'-o" SHIELD 28 n x 25" ro"NUM. 0" CAPS G83 -4.1 10'-o" Jamboree Rd \'.:: 0 15~~iPs ENO FREEWAY 13.3 "1I011 Mac Arthur Blvd 80" 80" !EXIT "'O'° ONLY\ J---:==::::::::=:::::::!:JI----WSI D 72' 1611/12" 10" CAPS BRIDGE MOUNTED SIGN FSBT TYPE "A" LAMINATED BRIDGE NO. 55 -533 (ILLUMINATED) SHEET 2 oF 12SIGN PLANS REDUCED PLAN USE SCALE BELOW ~ 3 INCHES ON ORIGINAL PLAH PlOJECT [,.GINIE[I lll(;ISIIRED C>VW. ~N NO /2,J,S:O DAT! APP•ov!D Sepfember 19, 1983 J 0 GB 3 SHIELD 36"x36" 12" CAPS 16 11 /12" 15" NUM. G24 {MOD.) 20' -o" NORTH @ Riverside 5 RIGHT LANE BO" ~ 'i_ FWY. G78 12, rn-ineAve 71 Campus Dr I 60" BRIDGE MOUNTED SIGN FNBT TYPE ~A" LAMINATED BRIDGE N0.55-535 {ILLUMINATED) '--,____asn• • ----..---.. ~ "'" '"'/a Rr~ <. 73) FREEWAY 07209 -074581 .. :, .. REMOVE EXISTING SIGN PANEL 2'-s• f-------------69'-o•·-------------l Cl3 EXISTING SIGN N0.13 ... FSBT STA.191 +75 BRISTOL ST. C7 END END CONSTRUCTION ◄ ~DE~T~O~UR~------=~=----=~=-~ ~ ---- - WI ► ~ -,----1 Cl <I) ;;_,·✓)- --'· ' • j l ! i ! 1 ~ W6 * H C5 joETouR ] "/ I G77-5.2 , , TYPE N MARKE7 / t .:;:H'---------,t-.-----1*/ STATE SHIELD 2e•,c215• e•cAPS (m 72" ~ SOUTH .. 10• NOM. WHITE /GREEN 4'-•· lf-4---------s•-s• © © ~~~C/L_J3 !!. e·-o• 3~ 7•_9• t 12•-o• 2' e·-o• 10'-o•'-t---+-4'-s• 7'-3• REMOVE EXISTING 0.H. SIGN PANELS @ FNBT-JAMBOREE RD. I I ,_: I "' nl I ..J I 0 I I-~ nl a: I (D I n/ I I nl I Ml I I I I [ I [ [ [ [ [ / / JAMBOREE >-< 31: l&I l&I a:: IL l&I I-::, 0 a:: / / RD. ,_: "' I I~ "' I 1m I lj9 I Jisl z I I I I I I I I I I I I I I I I I tf, /1/t ' ::::,...-----/ ' / ,' ======~'=::::.-.;;_ ~-~-~ -~ _= -~~----•• G78 r~o• @) e4• .. NORTH •·-•J STATE SHIELD 2a•x25• S"CAPS 10• NOM. WHITE /GREEN ~0R REDUCE!) Pl.ANS 0 O~IGINAL '3CAl.E ,S tN INCHES I._ I I I I I I I I I I TYPE N MARKER ~ C2 ROAD CLOSED SHEET 3 OF 12: SIGN PLANS 07 Ora 73 82 184 0.-,f APP'<)vm Sepfernher 191 /9B8 ---- ------- REDUCED PLAN USE SCALE BELOW t:: ! ~ J 3 INCHi:s ON ORIGINAL PLAN C7 END DETOUR Cl3 ENO CONSTRUCTION * SPEED LIMIT TO BE DETERMINED AT THE CONSTRUCTION SITE. / ./ / CONSTRUCTION AREA SIGN FOR DETOUR AT JAMBOREE ROAD 07209-074581 Cl3 END CONSTRUCTION I I I I 11 I GI I i"'I I I I 11 I I I I I I I I I I ED X I I I,' I I ,' Rl7 •• ·' ~-~" .,c. >-<( 3: LI.I LI.I 0:: IL ,f, I I I I I I I I I I I I I I I I 1,J I ("1 ):'/.-½ R~--•• : ' ' --------------~------'-----..L-1 '_ ... •··> ~--------------1~ ,, BIRCH ST. J •,\ !SOO' eoo' I W6 * ~ WI (I) -- --,--,/', ~ ] I I•, ] I I I",.., I I ] I I I C5 I I f oETouRI C2 I I ROAD I I I CLOSED I I I TYPE N MARKER I I I ~ I I I J 1g (/) I Iii: a, I I I I I I I I I I I I I I I I I I <QR REDUCED Pt.ANS 0 Qq~INAL SCALE IS IN INCHES LI.I I-::, 0 0:: r Ir, r, t I I I I I I I I-' 0 11:;; I I~ I I I I I I I I I r I Iii: 0 • 112 SHEET 4 OF 12 SIGN PLANS TYPE N MARKER RIS RIGHT LANE MUST TURN RIGHT C7 END DETOUR 100 WI (I) W6 * f25i1 ~ ► Cl3 END CONSTRUCTION C3D C5(RI.) DETOUR 200' o•a m~ovm .Sepfernber l9J /98.3 REDUCED PLAN USE SCALE BELOW 0 I 2 :::f t::: I I 3 INCHES ON ORIGINAL PLAN Cl * SPEED LIMIT TO BE DETERMINED AT THE CONSTRUCTION SITE. CONSTRUCTION AREA SIGN FOR DETOUR AT BIRCH STREET 07209 -074581 .,. • l J l ! ! ' ► Cl Cl3 ENO CONSTRUCTION ◄ ►w, 0 W6 * ~ C7 END DETOUR C2 TYPE N MARKER ~ I-,,, I I I I I I I I I I I I I I I I I / 1 I I,, , I t-' .-' /,,·~----✓ ,- ,, ,.-[ I I I I [ I I I ··--'. I I~ •... ---J ~ ···••,., ··-..__ I 11 I 11 I I I I I I I I I I I I I I I i lJ 0 I l:;;1 I l:Jil I I I >-<I: ,:: w w a: IL ,_; In I I I I I I I I I I I I I I I I I I ~-111 "··,. ·1.Jf .. 1r---------711 , ,-,-. J I I ; CAMPUS ] I ' j I I DR. l --- I I I I I I I 1-'J 0 w 11~1 I-I 10:I ::, a, 0 I I I a: :I: I- a:: 0 z ~OR REDUCED PI..ANS 0 O'llGINIIL SCIILE IS IN INCHES TYPE N MARKER C2 ROAD CLOSED C5 DETOUR SHEET 5 OF 12 SIGN PLANS Rl8 RIGHT LANE MUST TURN RIGHT P~OJKT E .. G,NH• •ro1slfllEO CIVll tNGNUI NO. /7 /&:0 0 .. 11 APPIIOV!O ___.5eptuemmrnbte.erL..Ll9,.__.1,,9s~3'--- REDUCED PLAN USE SCALE BELOW O I 2 3 r-I I 4 ~ 3 INCHES ON Of!IGINAL Pl.AH --1 J ◄ J ENO DETOUR f Cl3 END CONSTRUCTION 3•~e• covER s1GN PANEL ou...;~~I op• INSTALL OURING CONSTRUCTION ONLY7... CONSTRUCTION ~ 1----cc\.---;c--7"-/,,L.,/,-'/'---::t. • THEN REMOVE Ji / •• @) @ @ / / / , C 12' o• •·-o• ••-•• / / L.!_•~ __ --] ---y @ NORTH7l-------1lcampu• .., 150■ ~z~J//1 ♦ _ _!j-----LDme __ _j 1--•..•. __..J__ ••.• ,.J .,1..-11<0...j .,I-.-,.._.••---i~-12•0•---I ~•·-•· * SPEED LIMIT TO BE DETER_MINEO AT THE CONSTRUCTION SITE. SiQn No.ts ..... FNBT Sto.150+75 Bristol St. ' £ CONSTRUCTION AREA SIGN FOR DETOUR AT CAMPUS DR.-IRVINE AVE. 07209-074!581 t-..:s Walt.way Br(lck~// Flash1r)(:; Beacons see ,Vole Z -scc-------161 SIGN NO 3 Se< Delatl x ~ fol ' ~ ~ ~ /Llini7s 51qn 8,rch .S1qn vv,'fh No. 3 FSBT : j _?:~ f'losht'i,q beacons....___ ~_J I ... 1.3 '-011 o7 walkwa '1 I FNBT Orl Slnaf o.c. r ·t~ ~ -- I ,J 1 1 b_. 2es'1r•11'0· SIGN NO 6 ~J s/qn FA/BT on Jomhcr<rc Raad O. C. -'-------------' I ' <§] " t " ' s s'.; ' I ~! ii S.5-53 I RD 17:..0'' L,mds of wa//:.wCt'f I 519n FS 8 T on Birch Sfr~ef 0. C. 1 1 1l , e 5!..1p•~ 1,~ 6" SIGN N 0. 7 L1m1 /5 ol wcd)vva9 '";HEE. T 6 OF 12 S1GN S_1qn No 8A FSBT S,qr, No. 8 FSBT 7 ----S19n Ne. FS8 T -~ -, " i?O'O'' .... ____ 1'f-_ _l~_O"_ __ _ --~ I S19n:; FS e T onl I Campus Dr. o. C. Nole: I I -_52.' _1 4.. Carr,p~,.5 Dr . In--"· - t I ' ' ' ·' t a,r~h sf. ; , 36' 11' I - 00"'()0 'QJ'" SJ:dW DR OC , •. : : . ' i ! 74!.6" 8r. A/o 55· C.3t,, ST 0.C " S1qn Na. h FNBT 3 '" ;, ,,-, ;,,··-.::,,_·· __ 1 .;.4_-_.,3_·.j.~-.-'3'..'e~·---5_,:.:::o_·_, :.:IS:_: o=-" __ ,._V•;,I 2. For delo,/.s nol sAowl'? ~ee .s/or:o-'o,,.-d ,.0/an.s ond 8ndqe Maunled S19n s/2ee/. S1qn !Vo 3 reqt.11res IZ" /lo.s/2✓nq &ar:.:cn ,wl/2 'lellc,w lens ono' ~/or,dord V/5or. t/se 5" bock..p/4/es C5 Standard Plan 511,et l'h. 0-Detail No. SIGN NO 2 I ORIGINAi. SCAl.11!: tN 1"-'CHll!:S FOR Rl;:DUCl!:D Pl.ANS l REDUCED PLAN USE SCALE BELOW I ~ 3 IMCHES OH ORIGINAL PLAN J 3. t.ise lommo/;;Yd P,;:,r,el T~;pe 4 lor al/ s19ns. 5. Spac,r;qs .!:Jhown ore for ,-\.1c,unltnq Brockel Assemb/tj- e JAMBOREE RCAD O C, CAMPUS State of CALIFORNIA 4 0RIDGl!'0 STRUCTURES -DESIGN i[;~~]f!;b DRIVE 0. C AND BIRCH STREET OC DEPARTIIEIIT Df TIANSPORTATION ' i I I ' ' ' cu 07209 WO C 745l3/ SIGN LAYOUTS AND LOCATION PLANS I SMt:IT o,, ,,,,,,,. , ... ,. , .. ,. .... ,, .. ,, "'""""•'· I I I I I I I I I 4 .. II IUI I I Mounting bracket See Detai I A-I I ' i_ Anchorage use ;1i-/ernofe C iP Be.Jr Anchor<•'--. e:: Safety railing ~ Safety angle Walkway bra1cket 54 x 7. 7 9-12 41·10° C .!l' U) TYPICAL MOUNTING BRACKET ASSEMBLY t iv,; cadmium plated steel elevator head bolt with hex. nut and lock washer Provide!,~ hex hd bolt nut, plate washer and s" lock washer--_ Top of deck \ Top of deck f. Anchorage BRIDGE ,, " )( Jamboret! Blvd o C. 3~6" . Campus Onve o. C. 3 '-4" Birch slreef 0-C 3'-0" Bar 5~ X 1/2 X 0 1-611 Slot 2''x 71s" • "' Olff. COIi.... IOI/TC l'OIT •tLU--TOTAI. ..oJCcl' SH[ET7 OF 12 SIGN r-·LANS 07 Ora 73 T3.~ / RG..~ 8G, I A:}. C: -------AJ ,!.!,:.~ ... t: o/4"stud bolt SECTION E-E See Note 2 .,. ___ SeptembecJ9,-™3 __ _ REDUCED PLAN USE SCALE BELOW I 2 3 I I ::1 3 INCHES ON Of!IGINAL PLAN 2 -34· non-corrodible exp. anchor ¥.jx 8" lg, hex hd.boll preset in cone.Total 2 5" min. 11/; lg. galv. 11Allen Heod 11set screw lubricate thread with 9raphitlzed grease 3" lg. sleeve nut o/4" x 3 Y2' 19-hex hd. bolt. Preset In cone. Total 2, -0-' Outside edge __.i of sign panel -I ;;6 qp J Tack weld Bar 21/2x'4x01-I0" It washer ond J (f) d> I .c ~ "D C .!!' "' • IO NOTE: THE CONTRACTOR SHALL VERIFY ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICATING ANY MATERIAL. Walkway chain angle double hex hd nut ___ _..,,_ + + 4"19. steel stud galv. I z"j 6" j 2"1 EXPANSION BOLT ANCHORAGE ALTERNATE CI P BOLT ANCHORAGE SECTION F-F ~/4-~6x31/2x\xo'- 'r:; \._ L 3 x 3 XY4 ------.-<_ Slot • Safety L Walkway ~ 'I.. Anchorage 11;+ hole for o/; H. S. bolt, nut, washer and plate washer. L 5 X 3x 7'1t,X l'-211 Mounting bracket lf--r#=-,;;,,,f,;a_=_=;_.Fl _ __ct__i;,_ Walk way -~ bracket DETAIL B SECTION C·C f?r-Standard Plan Sheet No. Q-oe/rJi/No. OESIGN "'&+, #/~ t/p n ..... ,[ /(1'1~... l/e, 7 177 State of '-,-... -"-' -+as--',6,...=-:"1'.;=~=---==--,--'-1~e::~-+.,-c .. ~ ... ,,:c--,,,,-__ ,.-,---'-o--'-'--le CALIFORNIA QUANTITIES 8'L.,x.,n .,J_.'..::t, ......... ~/s..3 c ........ ,=. R,t..~, 3/a.c DEPARTIIDIT Of TIANSPORTATION OfllGl"IAL $CALE llol l"ICHES FOR REDUCED PLA"IS DIVISION OF STRUCTURES DESIGN SECTION PROJECT £' I -" {, <'I ENGINEER (4'l6 N_ ~ r/,Q.f. cu 07209 WO 074581 81UDGE NO. S' ·53,SS· 5g~ ss-~u, POST Ml Notes: I . For details not shown see "Standard Plans 1! 2. The exterior mounting bracket to face outward to orommodate the walkway chain anole. 3. Contractor to provide anchor bolt layout before anchor bolts ore placed. JAMBOREE BLVD 0. C. CAMPUS DRIVE O C AND 81 RCH STRE E'T BRIDGE MOUNTED SIGNS LAMINATED PANEL, TYPE A, WITH WALKWAY MV•-DA,.I f"""L .. IIMY IUQI! 0111.Y) 0. C. Z 4 I I !Red MIi Av,. LOCATION Ed9e ;o!.O" Y W•!OOr S19n panel 1 Walkway Brockefs C2,;-Standard Plan Sheet No. CJ--oetoit/Vo. U 1111 _,,.. __ _ SIGN NO PLAN 10 B NOTE; t,qhl F,-,.fure 0~9,,/ ---.· THE CONTRACTOR SHALL VERIFY ALL OEPENOENT PIMENSIONS IN THE FIELD BEFORE ORDERING ' " f 5L8" I! I I " REDUCED PLAN USE SCALE BELOW I 2 I I 3 INCHES ON ORIGINAL Pl.AH t-* s!.e" I 11' I' J * ' I I Wo/kV\1011 S/ol 2 "J. ¥8" for ~x,.shn9 5/B", bolls \ ------j SHEET 8 OF 12 r- ! , I • IO'o" co:o, t../0/,,<s L SIGN NO 9 Dlff. COUNTY SIG~J PL...ANS i ,Frur7F!$ ,~ w;/h ex1sl1r:9 POJf NILU--1Q1.\,l 1'110JICT ,,,.:.? ;,,.,',::: t;,,_,1/s. ' '' s;, :s:, -.;,;..-~--" ~ ! ' _,_ ' -~ ? ·' ~ SIGN NO IOA m:s•c1• "' °"' 71{,i:;;;;:;;, :./11 OET"!LS 1'-~ )'f,f ~ 3/'IJ ~-.R/i_~y 'E ,f,lt~.- Ol'tlG!NAL SCIO,LE IN INCHtS FOJf JfEOUCED PLIO,N$ '? "' $, Nole: Anchor Ii for 51°9n No 9 onllf· ANCHOR PLATE "-Nole, SECTION X -X !="or delo,/s no{ ~hown Secr10N A-A. ·----Molin 1/nq lube Nofe: I, ror delods no/ .shown .se~ ''slandord p/Qn.S. " ·-18 I J( 111/: /00" 5/qn R:lrur/ ~ Wolkwo'{ 9rol,rJ9 State of CALIFORNIA DEPAITIIEIIT DF TRAMSPORTATION STRUCTURES • DESIGN cu 0720q WO 07458/ Z, CxlenOr brCtc.kel on9/e lo lace oulward lo occomrnodole l/2e salt!llf cho,n onq/4, 3. ri"n/sh lo be ho/ drp 9,alvonz1rHf. .:3/.,.."'f. lloks ,n underside of lu61n9 rnay6e odcled 6tj conlraclar lo p~rn,JI dra1n 1n'1 of 9olvor11z,n9. 4. Ends ol n1oun//n9' k-be lo 6e cc:cvirred ~.nlh 31J'u, ''n71n. maleoo/ ,5ea/ weYded 5. All h19h .5/n,nqfh (1-1. s.) bolls .5/,01/ 6e wru,c/, /, jhl,n,d. 6. M,n . .s/z.e f/l/el. weld ,.s 1/4'' or .:>n-u::d/~r piece lhic.kness. unhs.s noled olh&rw1se. 5CCTION A-A see 'Anchoraqe 8. All s19ns ore' l..offJ1'naled .5/qn Pa,1e/ 7Z;pe A. Cf. -----· lndtcales t?x1s/1n9 .slraclurlf". RED HILL AVENUE OVERCROSSII\IG lll'!OO(;(. t<n BRIDGE MOUNTED SIG l'\J l'\JOS 9 10 A AND 10 8 -SKEWED. LAYOUT AND LOCATION ... u, Of' J 4 ii On// t"f holes fo,-j I I Moun/,,., 9 L S, 3 , 11, 3/t1"?bo//w,/h 2,wls 1~0 ~:_ { Z le. wc,.!>hers Bor 5 ~ !J/4 x o.:.;;" See ·Anchor P/afe Delotls "---✓ 8or S x 1/4 ,c o'-11" ·/.7.X± . : See: De lo, I C \ --------1, -:.i-1 TS ,31/Z.( 31/z ¥0.1$7$·++,--~ __ _; ~ --Bc,r 5, %t, o'tl" / ~ 3..:.,g/'--! " • ' .' /17; 2 -3/4~.,,on · corrod6/e I LJV'i expons1on onchor 2.54 boll Se4-"c~po1131tv1 A/Jchar • de/01/ 1/4 See Nole 3 l 5/Jl, '' Codm,um p/o/,,d slu I e/e valor head boll wdh hex. nul and foci< washer !;'.s't/e;r. lid boll nu,f flol f foci: v,,,osl,4,- ,..., . ,,....,,... o e <?q.o' 0// # Ov. • a , ' - EXPANSION 8(Yr S X 1/4 ( Q~//" ( Z -¾" non-corrod,ble j e'lfpons1on anchor boN ANCHCR % , ¼ Slo/ SECTION E-E So/el,; L SHEET 9 OF 12 SIGN PLAN:i IS 4x4A D.1875'1 Moun/,nq lube -_J w DETAIL C T3.G:i / RCo.fo J1, 88 I /7,2 71a • 1-/ole ,n Movn//,,9 C. $/al 1/6", I '/4' ,r, chp onq/6. t/s(P .1/4"H'S. bolf -Mounlm9 c~ ,!J;, !u c/,p L4,!l,%xo'.$/z_• / bevel<!'d washer--··--..........._ fol 4 I ' I ANCHOR PLATE DETAILS N 11• Mou,g,/,nq fubr, G PLAN Bar fe 'I 11 I ,i; Slol 3/4 x I /4 Tc1p 3 s,des of plale SIDE 5/;iH S Boll nul I Z Hordened wos/2~rs lol 8 per c.onnecl1t::in ,..,.______ - VIEW Mounl,rJJ Tube FRAME-MOUNTING TUBE CONNECTION 11· SECT! ON OIIIGIHAL SCALI! IN INCHES 11'0111 '11l!OUCl!O Pl,O.H5 B-B Fram~_,,, ( 11/ol/wclff Brockel Salef,, chom ' !' C. 3x !J" .S/tb --. r-- j State of Oufs,i:le ed9e ot ---1 s19n pone/ _____,,- SECTION D-D l REDUCED PLAN USE SCALE BELOW ~ ~ INCHES ON ORIGINAL PLAN CALIFORNIA STR IEPAIIIDT OF TUNSIOITATION PIIOJl!CT l!NGnu:l!R cu 07209 WO 074S81 J B111DGE HO. Nole.-I. For de/OJ/s no/ sho1,vr, see ''slondard Plans: z. ------!nd/coles 3. For correcl on'enfolton o/ slaw ~ee ''LAYOllT and LOCATION,, shee/. LAMINATED SIGN PANEL TYPE RED HILl_ AVENUE OVERCROSSING BRIDGE MOUNTED • SIGN-SKEWED ANCHORAGE AND FRAME DETAILS 4 4 X X X • l l ! J l ! J l - fCUIDC,;,l-n#iOOV,11/111 SIGN NO. 100 101 102A 102B 103 104 105 106 107 108 109 110 111 112 113 NO. DIST. OF CODE FROM SIGNS E.P. 1 G21 1 G20 G86 GS 1 G20 ' G20 I G77 I G78 I G77 1 G78 1 G78 ' GS (INS ALL 1 G78 1 G77 1 G77 1 W4 ws W6 2 W11 W11 2 < R63 1 W41 3 W57 5 W59 2 W60 2 W72 4 W74 4 W75 7 G It G47 G28 G59 '' G28 ' G36 G59 1 G47 G28 G36 3 G84 4 G93 2 G94-2 I I ROADSIDE SIGNS WOOD POST 6" xa" 6 "x6" ( LAMINATED WOOD -BOX N POSTS -TYPE "M") 4"x 611 4' X 6" 6" X 611 411 X 6" 6" X 6" 4"x s" 4"x 6" EXISTING ING POSTS) 4"x S" 6 11 X 6 11 6 11 X 6" ' " 4"x 6 11 4"x 4" 4"x 6" 4"x 6'' 6" X 6" 4"x 6" 4"x 6" 4"x 4" 4"x 4" 4"x6 II 4"x6" 4"x4" 4"x 4 11 H II. 1'-0" 7•-0" s'-3" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 7'-0" POST LENGTHS PAY H E E REMOVE "· II. "-LEFT RIGHT ROADSIDE SIGN ROADSIDE 1J~1J!T 1'-0" s'-o" 6' -0" 20'-611 20'-6" 1'-0" 5'-0" 5'-0" 11'-o" 11'-o" 3'-10" 6'-0" s'-o" 25'-3" 24'-1" 7'-0" 41-611 4'-6" 15'-6"115'-6" 1'-0" 41-6" 41-611 Is'-0"I1s'-s" 7'-o" s'-o" 51 -on 10'-011 1e'-o" 1'-0" 4'-6" 4' -s" 1s' -o' '1s'-o" 1'-0" s'-o" s'-o" rn'-o' ' 10 1-0" 1'-0" 4'-611 41-611 IG'-0' ' ts'-o" 7'-0" 4'·6" 4'-s" 1s'-o' I 16'•0" 1'-0" 41-6" 4'-0" 1s'-o' I 16'•0" 7'-011 s'-o" s'-0"'1s'-011 IB'-0" 1'-o" 5'-011 5'-0' ' 1a'-o' ' 18'-o" 5'-011 21'-o" 21'-o" s'-o" ' " 3 4'-6" 2 ' " ' ' ' ' 2 I 5'-1" 3'-6" 10'-5" 3 1'-0", 4'-6" 1e'-11" 5 1'-c" 4'-s11 16'-11" 2 1'-o" s' -o" 11'-c" 2 1'-o"J 4'-s1' rn'-s" -i:--+~-+--+-'-~1----+-- 4 4 3'-6" e'-o" 7 7'-0" 3'-611 !3'-4" 1 1'-0" 1 1'-0" 4'-611 16'-9" 1 5'-0" 13 '-6" 3 1'-0" 12' -0" 4 1'-0" 3'-6" 14'-2" 3 QUANTITIES ROADSIDE SIGN 2-POST 1 1 1 1 1 1 ' 1 1 I ' ' 1 1 1 4 _ _:G::.;3:._4:_--=2=--+--!----------+---<--+---+-~L---+---+----+-----ff-----+--------. G94,G36 411X 4'1 '7'-0'1 _, _,,, • •' 2" 3 4 R18 4ax6" -l---'7~•----'o"""+---t,-'~'-c,----'_}J--;~.:6" R1BA 6"x 611 7'-0" 5' -~-115·,,_-,0"'"t----+---,---tt-----+------I 1 3 4 14, R26 4"x4" 7'-o" ' ;;· -6" 13'-7" l4 R8l ' 1 1 --1---'R'-'5'-7'---4--+----4'-"-'•'--4'-'-' -----1--'--'--7'-'--O.c._" 1---_ , :::' -6" .i 12' -B" __,__-'R'-'5'--'s'--_, __ _,_ ____ 4'-'-','---4'-'-----"'-----1-7_'-__ o_",___ '-,-,~,_-'"~ .. +,--,,c:2'-·--a""+----+---'--ll-----+------< ·------t----<-----+---+-----111------+------< R61 (INSTALL SIGN -STRAP a I i ' 1 1 R1B SADDLE BRACKET METHOD) 1 R2 4"x6" 1'-0" 4'-6" 15'-3" ' l---<--l-----1-----+----------+---+---4-------+---+---+----t-----111-----+------l T TAL 73 14 NOTE TO ERECTOR: EXACT LENGTH OF POSTS AND SIZE OF PANELS SHOULD BE VERIFIED IN THE FIELD. I I SIGN NO. 1 2 3 4 5 6 7 8 SA 9 10 IOA 10B 11 12 13 14 I I SHEET IQ Of 12 SIGN PLANS 07 I Ora 73 PROJECT fNG!N~EI I ,_..,,., 1-1 ,,_ I n'~'7R~-~ 1 89 1M I tfGISTERED CIVll ENGINE81 NO,_f 2,1$() o ... re A!'PRovto_ --5e.ptemh.er. ~luc'l,,.....19~8~$ __ _ OVERHEAD SIGN STRUCTURE QUANTITIES BRIDGE MOUNTED (LB ) TRUSS (LB ) ••cmH PILE-LF INSTALL INSTALL REMOVE SIGN PANEL SIGN SIGN WITH WALKWAY WITHOUT WALKWAY ON EXIST. OVERLAY OVERLAY FURNISH• INSTALL w 36' FURNISH • 1-NSTALL• FURNISH• INSTALL• FRAME (SQFT) (SQFT) (SQFT) 11,300 11,300 21'-o" 1,460 1,460 1,350 1,350 11,100 11,100 21'-o" 9,090 9.,090 171-011 1,110 1,110 1,370 1,370 1,420 1,420 1,520 1,520 2,380 2,380 133,3 2,320 2,320 1,500 1,500 18.J 185.4 212.2 611("'"' 47.9 TOTAL 14,430 14,430 31,490 31,490 5917d' 445.5 24.1 • THE QUANITY SHOWN 1N THIS COLUMN FOR EACH INDIVIDUAL PORTION OF THE WORK IS A FINAL PAY QUANTITY. * ♦ CIDH ...... CAST -IN -OR1LLED -HOLE ** !II( SEE CONSTRUCTION AREA SIGN FOR DETOUR AT JAMBOREE ROAD SHEET S-3 SUMMARY OF ROADSIDE SIGN (PAY QUANTITIES) REMOVE ROADSIDE SIGN ....................................... 7 EA INSTALL SIGN (STRAP AND SADDLE BRACKET METHOD l ....... , 2 EA ROADSIDE SIGN-ONE POST ................................... 73 EA ROADSIDE SIGN-TWO POST ...................................... 14 EA INSTALL ROADSIDE SIGN PANEL ON EXISTING POST ......... I EA TYPE M LAMINATED WOOD BOX POST (ROADSIDE SIGN) 50 LF REDUCED PLAN USE SCALE BELOW 0 I 2 3 t:: __ _,_, __ _,,'---7- ;, INCHES ON OfUGINAL Pi.AN -4 SIGN QUANTITIES ROUTE 73 FREEWAY 8 --•-----• X X j , J 1 l I J Rl18 NO l.EFT TU/IN ,, " NI/A ,f/78 NO I.EFT Tl/RN <--, WAYI ;, I OHL'l#'Af' >*- DETAIL "A" OFF RAMP -I I DETAIL -"811 OFF RAMP! 1'£0£.JTAU#S IIC,,..tcs q,, t Mll"lllf QI/Yl'ill CYCU'S 1'~¥16/T'Fa 6'l'6,Ge7 _J_ ,:,r(;2s ,,, t .,, .• 1/ y/ "C" ON RAMP #1,e I It '~ ""NOT IV I FNT?:Ji? .. ,. I ~ONEWIIY I ,(]NO I WAON(i ,.,., lr .. 1 -4-~ .. - ,,, -:::::>--==- DETAIL "D" ON a OFF RAMP RJi,8 NO N/6/IT. TURN /l /1,8 NO lil6HT TURN . ., (i',!(~??o,6'l'8 .,, ... PCDCSTllll'A,V, PI/IDN.l',!Urro OONOT '£0£.JTRMNS 4Krars ~?MOAn'EN Jid,f CYCiFS l'/i,:M/141/YO -"'~CCJ'YAY 6'2 ,<NT,fAN,:f ~5iss!P fff;, ., ~ DETAIL "E" ON 8i OFF RAMP 1/ /f'IIA DETAIL ,,, P£0£STRMNS PRa#/4/T,!'0 j__ 0,:, NQT "" ENTER ~//,f "'"""[] I WIY . "' e >--.. #, ,,,. I ONE WAY-->··· <Ei--(JN£W;IY I ,f',O ..!. t PEDESTR/,Ut'S dlt:YaFS ,f,f(ll'f)A OAIVEN crc,rs ..oAo.wa,rr.o "F" ON 8i OFF RAMP t t ' f ~ . . . . . .. PU ,,.,r,:,,rsr111,A,VS 4/CYC,t,£J "'"nvl ""1✓v£N crcu·s t Plllt),W4✓T,£0 t "' • "7 TYi"'£ N M"9R,FEA" .6:.'! .... DETAIL IIGII ON a OFF RAMP I , .... , -·-~ P£0CSTRl4NS PRON/t:JIT£0 :HEET II OF 12 SIGN PLANS 07 Ora n 90 184 00 NOT (+-tllYE KAY I STOP DETAIL "H" OFF RAMP I Rt~ .8 NO Rl6HT TURW PEOE~TR✓,,,,~S PR(IN✓4✓T£0 ) I \!j '{ .J'~OM-,~,.,~.~,-~) "~ .<--QN£wAY) '1·1-'/ i• STOP "' I----~---------{ J------1 Hl7B ~ .... NO LE Fr rVIU,t' DETAIL II I" OFF RAMP I Lor,.~ cvrbed 1slond t DETAIL PFOESTRMNS lJICYC,t,£S ,+1010 f' .:J,9/VE-# R # # "J" ON RAMP! ALSO USE FOR DETAIL "K" ll t~8 NO Rl6NT TURN F'Rl).!ftT !NGlNEU •EGl$11'ED (IYII E"IG!Nltl ~ '2;l~ o.o.,t ... movi:o .September: I~ 1762 TYPICAL SIGN PANEL HEIGHTS AND SIZES FOR TOTEM POLE PACKAGES A'E/\-fAR.K!S TOTEM ,l'~E .PACK'4CES S/ZE W. C'O V/\ef. 'E/f'S t.- //A 1/0 R// 'O~Oc N"TC.S: I 7hl? W"d/11,11s,;,h tS ,#1 'l"s e,A:,w .... --/41 In, OtJf1flrm o/" rn, .Sef?h ,,e,qne/ . 2. .ti/I t>/' IN o/»w S/9n .OOhl/s· Ori ,-q J/11ek ht:#~ ~ rh, K7A dl'fd ,50me roui/, .s/,,-#A;;'s. RAMP DETAIL NOTES /. 00 NOT ENTE'Rana' ,,,r,R££H-'AY ENT...VAN"C'E ..s..gn .,l}(7CK'1gt'S J;<MI/' be mounl&d 1nlh l,?e bof/4m ol" The /ow,r .J"/511? aY 2 ~ a.6ave Th~ /7::vnp ,P.CIVt'n?e.n/. ONE WAY t2rrf1W$ ~// .brtl /'J /~I a.Mve /~ ('a/1?,P .,oavemenT. &/her .5/fl/'1.S l'/7 .t/21t',a.w...,- termN7i::J/ area sl!a/1.be a,' sTandard he/90!' < .5 /II.le/.). z: &92t'"/REEW,4V ENTR4NcE) signs .s/Joll be/nsfol/M tM,,,.,. the oe/1ve en.france as ,,,5µvel'lCaN1 3 R43 or R44 signs s//011 -6e ,,,/'Jslalled l'ar enav¢ v,o /llJl'fJIII lo O//i::Jla' ccl"l//lc/ ,VJlh S/°9ns or T/2-e enlronee { 75 A:, If# leRI /rclfJ c/4'er s/9,17.s.J 4. fnslall R/6'8 and R/7.8 .signs or; ih,cro.s.s,.?19 d/N/ i!f oclYom:e o/.t'/Ji!' o///'amp . ..S§mbo/•ty,oe,lvrn ,Pri1h1t,iYMn s/9ns s,7011 no/ .be CMed al rat77p /er,771?,1/. .5. Rto (ON£ >VAYJ signs skol/ be a.s :c/ase o.s "po.ss/b/t! A, l"N crossmp .s/rRe/. rt s1de,va/J:' 1S i~ITll!didl'~IIJ dtf{/4een/ IV /1'e sired H70Vl"?h"n,;7 bOt'K of" .sitkwa/K 1s p;-t"/eM'#d . aver movn/l??q thMw pedeslrian /eve/. b. OhJJ/ R-1 ( s/i,pJ sip,,, o/ slgno/ized h7kt-sec/;Ons. 7 Ill leas/ fwo hrge .,,oamlect p&l-'emenf arroW.5 slM/1 DII pbced ana' 17!t11"nfdined h fP, cen.Mr al' eaeh /Ql'M of eoeh ra177p. 8-llppropn'"ole roufe shie/dJ eardinal d1/"echon and d1recl1onol arrow-po17e/5 w/1/ k t'brmshed bf/ :Im s!bk. 9 /:'inol p/oc,,,.nenf or s1'i;ns w,-/h or wi//?ov/ r,n;;.,, as ro local/On sht:1// con/or/TT .to se~~ 4--os. "'Romp rern71'no/ ..S19/7,:n9 .. ., o/" /-17< COH/"or11/a rrol'/tc Monvt:1/ oC/ .the i,'/.scre'r/On o/' ~h, E1191neer. RAMP STATE Of CAllFmlNIA BUSINESS ANO TRANSPORTATION AGENCY DfPARTMENT OF PU!LIC WORKS OIVISION OF HIGKW A YS TERMINI ROADSIDE TYPICAL LOCATION D£TAIL5 SIGNS X --x,------l X X l • I l l J l l l ROUTE 73 FWY. C18 SUMMARY OF CONSTRUCTION AREA SIGNS 5!-IEET T1Jpe Cf C1 NUMIER EA 5-3 2 5-4 2 5-5 2 5-IZ - TOTAL G, * 4&0 '){4&'1PAtJEL S1zE ** 11'" 12..11 PANEL 51ze EA 3 2 2 - 7 cs C7 C13 " C 1 s,, EA EA eA EA 1 2 2 2 3 2 2 2 2 2 2 2 --4 4 Co Co 10 10 ""' C20 C30 WI W6 RIG C1S eA EA SA EA EA EA ---2 'l I -j I 2 2 - -I -2 2 - 'Z ----- 2 2 • G G I ' C13 / C18 R 17 R18 G17-s.i 678 EA EA EA OA -I I 1 3 I -- -5 -- ---- 3 7 I f C18 TYPE N MAltV~ff P'AIJEL eA 2 2 2 - (o MAC ARTHUR \ C13 ' C18 Li'i \ 5'{. ti,01\'t oc . 0 3 atvo. SHEET 12 OF12 SIGN PLANS C13 c,a ROAD CONSTRUCTION AHEAD 07 Ora 73 "ME Al'PRoVEo __ -5eptember 19, /283 L C13 REDUCED PLAN USE SCALE BELOW I 2 I I 3 INCHES ON ORIGINAL PLAN END CONSTRUCTION J '::." ~ 91 184 CONSTRUCTION AREA SIGNS "' ,oo "00 SCALE IN FEET 07209 -074581 ORIGINAL SCALE IS ltl INCHES :=:::':=:'::::======'---_j _____________________ _j __________________ _ • • • --•------I I CIRCUIT N0.1 • • J I I., I. f I ill "' • I r ' . 1 ( ' • CIRCUIT ... -... .... , LIGHTING LEGEND: SHE.E.T 1-8 --------·-;; SHEET NO. I OF E.LECTRICAL PLANS CIRCUIT LEGEND: SHEET 1-8 Q 200 WATT HIGH PRESSURE SODIUM VAPOR LAMP ANO BALLAST TO BE INSTALLED. ----07 Oro q.3 T3.C./Ri..C, 0-0 TYPE 1!5 LIGHTING STANDARD TO BE INSTALLED WITH 12' f.tASTARM, 200 WATT HIGH PRESSURE SODIUM VAPOR LUMINAIRE WITH INTEGRAL BALLAST. ® 310 WATT HIGH PRESSURE SODIUM VAPOR LAMP ANO BALLAST TO BE INSTALLED. o,.,n APNOYED Sepfember 191 19B8 l8l-o @)-o - 0 TYPE 30 LIGHTING STANDARD TO BE INSTALLED WITH l!5' MAST ARM, 310 WATT HlGHPRESSURE SODIUM VAPOR LUMINAIRE WITH INTEGRAL BALLAST. TYPE 15 STRUCTURE LIGHTING STANDARD TO BE INSTALLED WITH 15' MASTARM, 200 WATT HIGH PRESSURE SODIUM VAPOR LUMlNAIRE WITH INTEGRAL BALLAST. SIGN ILLUMINATION EQUIPMENT TO BE INSTALLED. (MERCURY) SIGN ILLUMINATION FIXTURE AND FLASHING BEACON TO BE INSTALLED. NO, !5 PJJLL BOX TO BE INSTALLED,UNLESS OTHERWISE NOTED. I ~2• CONDUIT TO BE INSTALLED, UNLESS OTHERWISE NOTED . ® () 200 WATT HIGH PRESSURE SODIUM VAPOR LAMP AND BALLAST TO BE INSTALLED (STRUCTURE LIGHTING). SIGN ILLUMINATION EQUIPMENT TO BE INSTALLED. FLASHING BEACON TO BE INSTALLED. NO. 8 AWG 600 V CONDUCTOR. RECESSED SOFFIT LUMINAIRE. CONSTRUCTION NOTES: SHEET 1-8 l REDUCED PLAN USE SCALE BELOW \ ~ 3 INCHES ON ORIGINAL PLAN RECESSED SOFFIT LUMINAIRE WITH 70WATT HIGH PRESSURE SODIUM LAMP AND AUTOTRANSFORMER BRLLAST1.TO BE INSTRLLED. [i] lNSTFfLL t'c SERVICE RISER 81 ABOVE GROUND, SUBJECT TO UTILITY APPROVAL. 120/2.tiOV SERVICE CONDUCTORS TO BE 1tiSTALLED S'i UTILJT'I CDMPRN'f BETWEEl'II POWER POLE AND St.RVIC.E tRSINET. lltSTALL PllLLWIRE. iYPE lD:•b!IERVICE. EQUIPMENT CRBllJET WITH PHOTOELECTRIC C'ELL (PER UTILl"fY COMPANY REQUIRlMENTS)1 SEE ':)ERV\.CE ;QUIPl"1ENT WIRIN& DIAO-RRfflS(EfltH SI-\EET), f\NO SHEET ES~20 OF Tl-IE STflNDRRD Plt:INS, TO 8E INSTALLED 2. FOR STRUCTURE MOUNTED ~lliN LIGHTIN.G\ MQUN.T. PHOTOHECTRlC CELL fSELDW'TOP OF L\f,HT FIXTURE BET"'WEE" LIGHT FIXTURE MOUN.TIN.& CHANNEL~. • EDISON COMPAN'i VAULT ... ... .,, _..,, ..::::-.::::::: ~~ X 3. FOR PDL'E M.OUNT~D SIG.N Lt,HTINli, INST'RLL TYPE I PHOTOELECTRIC C.ELL ON TOP Of POLE 4, INS"THLL TVPE Ill PHOTOELECTRIC CELL ON EACH LUMIN SIRE. ~ RUN CONDUIT INTO MAN~OLE AS REQUIRED AND DIRECTE.D ~~ SER~ING UTILITY. .... -~~ ...... --..., ............. -.:::::::::::::.. ...... ,, ....... ....... ............ .............. --.;:,, __ .......................... ..... ..... ---................................... ..................... ........ .............. ....... .................................... ........ ............... ::._............. ............. .............. ......._;-.............. : ................... -.............. \\ .............. ..... ........ ..................... ......... .... ~ • IO<o 2 ..................... ........ ............. ' ' ' ' 8 ,oo 9 ', ...... , 0 so fEET ,oo i , .. :J 1-o!LGHWAY LIGHTING PLAN ROUTE 73 FREEWAY NOTE• THIS PLAN ACCURATE FOR ELECTRICAL ONLY FOR REDUCED l't.ANS 0 3 DRIGIN-'L SC-'LE IS IN INCHES X • e ,... '. ·• .. -:';: - I X i I '--- I I ---------· I .,,o .. L -~ " ----------# ~ .,.·ID'.." ,, .. J i:::--- •fi -, • ... ,,·"' ,:;;..; " : r.::lt~ FLASHING BEACON SET NO.I ,, t ~ SIGN NO. 3 (432 W l --------+-<-+--ORA.-73 FREEWAY - ~--'~I ~~1~2~ SIGN NO. 2 ""--:::::==:::J (432W) 20• 4 I CIRCUIT NO. 2 ~ ~ a::I ~ 0 a, ' :i; 201 .. .., IZO/e◄ov 120/Z◄OV ~,,.. OftR-73-◄,814 'ti ..,,.. .,,., • 1 jJ tJ '-~" ~ ':."' • 1000' 6 1 ' •• ,.,, 6 ~,~ "' ~\"' rD5 ~~" • , .. 1 • 6 -~ r•' )( 205 ..._~,.. .... • , . ~IA.~ 8 8 ff,t~OO' I ci a:: 303 w ::! I 0 a, :i; .. .., 301 -.. ,.,'oi!.' tfD ORR-73-4.852 120/z•ov ~ 30~, ~ 302 CIRCUIT NO. 3 J·' R•1ooo' 2(D • +4, ---- g tlD I J-:z. Y"' .. ,,,s; ~~ .. ~" ~ \.. ' I SIGN N0.2 1432W) _.,.,q(}()' I +68 301 V / ' ? .. .. ,-----7 ,------,J i r-1 UT~LITV -w ( UTILITY OWNED IPE&I !{' 4------liN .ti PROVl510N FOR FUTURE METERED C.IRCUIT 30A Li--1:J,=>J ~,-IZOV FWY L\GHTIN.G-1 -'~~ 120V ~OFFITLIG-HTIN& 120/240V CIRCUIT NO, 2 ISH °"FUTURE ~ 120V SIGN LIGHT\NG- ISR F 120V FLASHING BEflC.ON ' ( OWNED ~ ~ IPECI I l "" ·120/240V I I /'PROVISION FOR FUTUOE.. L JL METERED CIRCUIT ~ -l l~pirl20VBRIOSE LIG"TING -J-\'l.O V 8R1D&E L!GHllN& 15A CIRCUIT NO. 3 C1RCUl1 NOS CIRCUIT ND.1 1 1 ' I FOR REDtJCa) Pl.ANS 0 ORIGINAL SCALE IS IN NCI-ES 1 I I -1~ 1 -I --I I \ SHEET N0.2 OF ELECTRICAL PLANS 07 I Oro I 73 IT3.G/RG.GJ931184 I \ I I I I I I I I I I t I I I I -t I I I \ \ ' l REDUCED PLAN USE SCALE BELOW I 2 3 I I --1 :5 INCHES ON ORIGINAL PLAN ' ------. ------------------------------------ I X --- ' -------------------. ,__ ~EDISON COMPRKV VRUlr t 1.§J ::l Nill' VET EST.RBLISHEO rt----+--.JJ-!I .; - I I ~ ~ 0 1 304 +ss f =--__;-~ -.°"' ,' SIGN N0.31432W1 rl FLASNING BEACON SET NO.I <15 , I t i N -,.,• 1t'J7" W ,· I ------------------ ,- ' .t. ., ...,,;_ (.i: ,. .4, ,, ['"' I ---1!; • • I .. + 302 _ ..... -@_ +13 rt!I -d 7 -11 i [ ... J A/49•,l/'JT"W <I ~· 0--0 -i ' ' --------------.------~x-----~- 1----------------- f / I ~ ' --------.... .,,,,....---·-------- I I I I I I I I I I - I I \ NOTE, THIS PLAN ACCURATE FOR ELECTRICAL ONLY I I I I 3 I I 0 ' \ 1 I I I I I ) I I / I I I I 1--.;, ½1 ~: ~I " fE£T ,oo ••• HIGHWAY LIGHTING PLAN ROUTE 73.:.FREEW~Y -i • X X - l X I-I- • l I X ! ' ' I ___ --1..l ________ __,JI _________ J......_l ________ _,_l _-r-.:~---.---'-:::-:::---i~· ORH-13-RS.330 SHEET N0,3 OF ELECTRICAL PLANS -1 -I -'T ,:::-I,,_ 1 - ,-----,_l ( U 1 11LITY OWNED ff JPEa I~ - I I I /PMV15IDN FDR FUTURE jj _ _fl_~ Ml:TERED CIRCUIT ..._ -:,--I ,._ I l ,PEC, 12D/240V FWV LIGHTIN~ I I ~ ~~UTURE J IZ0/24DV CIRCUIT NO, 4 L_____.J , ~c 12.ov '!tlGN L1GHHN& I ..£.., 12.D V FLASHING BERtoN I I I I I / -----. ----------------___ .,, 401 402 lhtDii,• 8 •O 10 - 120/uov 120/uov 01 I Ora j 13 I T3.lo / RG.iol 941184 -rr.:=,::r~-=;-~i~~~;~~·~·g"~:E·;=B=-==,;i~~i~==-;_==~~~;~;~~~J4J1r----.......1 t,.f ' "-~•~f!f "iilim 1 / 401 402, II ,.n, ., Sepfember 19, /988 I ~ , ' L : FLASHING BEACON SET NQ 2 404 I ~ I -', _.)( ! = I "-I ..__ j SIGN N0.4 ,~ 403 .ti; I " I 1432W) ----1 1, ·-I RTE. 73 FREEWAY _ ---++--l-1--1---____________ vJ NI I~ I "'I , ,t.:1 X -~5 J/1 t~=~~~40f7~=~ !~I ~ I (432W) "----i---, 408 j ~ I ~ I I;{/ 4~s 406 -j ----....!R:!!!Acr,,~,~-2 I ~ I VJI .,ij' ~--I,~ _ CIRCUIT N0.4 _j I \ I -,, _______________ ------------------------_______________ .,,/ -.. \ ' X l REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORIOINAL Pl.AH j ..... _____________________________ _ 8/?ISTOL ST -----------------------------------------------------------------------1 . I ~, ...,, t I "" ~ ----~ "l ---0--.C:: I -~ ~ ---I ' I 1 " / --/ "' --o-;::: - - - 7 B-1 8 Jg) 403 --0-0 , ,o (8) 404 I - ~!t====================================================:=:::::::;;::::=l===================================I ::; X I :c u ..... <( :E ;; ... iio -+--... ---+--, I z ., I 115 6 I 7 8 ------, ------+--------------------•-240 I ~ -2\'c 405 ----, ,-.c, 40£ I 6--6 -------------------------------------------------~-~------------------------ ' \ \ ------,, ~ / I ---------------------------------------------------------------. ------------------ ' --' I FLASHING BEACON SET N0.2 ,1, I I I X I SIGN NO.~ ' I (432W) ' w I z " ..J I I I -+--+-,___..., I 225 6 I I :c I . u . .... f...; V) I I ~ I I -~ I ~ I I ~ I I " "o~ - -~o X 0 " --,, ~ 0~ ~ "o il· "l, - HIGHWAY LIGHTING PLAN <( , -:E , ROUTE 73 FREEWAY NOTE, THIS PLAN ACCURATE FOR E.LECTR\CP.L ONLY ----. -" ... I I FOR REDUCED PLANS 0 : ~ 3 I ORIGNAL $CALE 1$ IN NCHES 1 . X X ' x----1 X • J l X ORR-73-RS.441 CIRCUIT N0.5 12D/240V DRR-73-., S."'1-11 CIRCUIT N0.6 120/240V I l I I I 0RR-'ll·R5.S52 ORA-73-RS.553 __ CIRCUIT N0.7 CIRCUIT N0.8 I I I 120/<40V 120/240'1 I I I •t ( I I II===~ I I I I 1-1-4--~ ':; o I I I " "' J I ~I I -> ~ I 11 I 01 ;; iii I I 0C Nf~~ '"' I 1-.., ~ "'""'"' I v, ~ ~ SIGN N0.7 j ,V)I ~ 102 SIGN N0.8 :;l 8 ;':' :;l j I SHEET Nb)i OF ELECTRICAL PLANS I I I I I I I I ~I -1~ 1 - 011 Dea I 73 T3.G/RG.C.j95 J184 REDUCED PLAN USE SCALE BELOW 0 t 2 3 L I I 4 :, lNCliES ON ORIGINAL PLAN ---I :ID'.:'.' 5"02. (432W) ! !~ : : "'/ ~ ,, (864W) ~ I~ ~ : "' '1'-~ I I /\ • '-' ~ -~ ~z ~ I ----~:_:~--~.~; .. _____ ]_ _____ JJ!~) ' !\, ________________ ·~~-----------~--/) I '--'--"--.. "- I 'l \ L ______ x _______ -____ ---~ 0 L sr _-......_ -......_ _______ _ __________ --::,,--..,.--'_,..,._-::---1 __ ~... #-------------~-; __ ;---------------------------------------I ---------1l i---I--D --------------"ii-----~ i ~-- I I I -I I - i --1 JjJ SIGN N0.7 ~ (402W) ::.~i=;;~=======================t'1~-:::_~·· --~1~=====================1 ==============::ff.~: C-0},-s•-N--SIGN N0.8 I (864W) ~b~=======================t:11=---~~='1~;;;==.==============, 502 =.-::..1-- I ----+------, ' -.__ --... --~,#§ (i 7 t IX ,# I ~ C.-~-.. I SIGN NO. 6 e5<ll I (262W) . ~ ... I -·----. -. ' -111-----+------------,------~-----I ------------------------, --'"'---+-; I 4 z~• • 8 , t50 I =====================t=@w-F-'C.-:C.-::C=-b===.=_====:::::::=======:=.==t V. ,01 ~=======· ==================~==~ =~l=::;;;;::::::============:::::;;:::================z-==,======ti1I ==.-:.-:.'::.:.::.= 1i= ---· -- I --• ------- -~,~-------------~·+---------------~ ~---------7_--------· --------------:-:::.:---~----------------------·-·---- ---------------!--------------4---------------------------------____ _, -- -------:--__ ;.,._ ______ -------------,, 1<0/t◄O V L....r. JPECJ !40V ~IG'N LllrMTING Cl~CUIT NO., CIRCUIT ~O. 8 ' \ 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 -X I 0o .,. I o o I af>• , ~~ • • ~ I ------------/ I I - I I I I I I I I I I 0 X HIGHWAY Ll<ttiTING PLAN I- I I IA< ! -1J LE,-i ______________ :...__-_·_..,.. ___________________ r!N~O~T;E:;o~·T~H=IS~P;L~A~N~A~C~C~U_'.'.Rt.AT~E~F°~O.'.:R:....:.E;LE::C::.T!.'.R::1~c~AL~07h11PL:_::Y _________________ _,.T_-:'-_____________ _. I I FOR fl::OUCEO P\..ANS ~ . ~ ~ _ ~ ORIGINAL SCALE IS IN NCI-ES I I I I I ROUTE 73 f°_REEWAY \ • _, _____ , ' I J IORII >,D 9, pf ~~~-~ J~.~--(:\ ... r.:-.\\r · • ,;· .. ·z \ -~. \ --1 -. ,., \\; \_'r__ • \:. 4CJ • "~ ,_ '. "< ' '~ -•. ·e "'.-.-· : :.· .".: ,; ... , t u.,;,.•·e-.,.!-f',:. ,-. -~ ,'/:;/,_ ,'.°'"1' / ~; .: ,\ ~,_,_C' ~--,Y -·-..; <./. ----::,·0-...1-_;-.2_.;:_~ .,,:.,:: ,,.. ....... ~ :_,. REMOVE RNO 5RLVR.&E FlR5HING-BEACON SET ,.,,,q,' ROJTE REMOVE A.NO SALVAGE E';<.\STIN.G BEACONS, ELECTRICAL EQUIPMENT, AND HARDWARE FROM EXISTING SIGN STRUCTURE AT SOUTHBOUND ROUTE 73 AND BRISTOL STREET . ' ~----· __ • __ ::.:::·~~==- 73 INSTALL 516-N NO."I IN PUU.BOX flELaw STRUCTURE, ~PLICE EXISTING CONDUCTORS TO EXISTING SIGN LIGHTING AND FLASHING BERCON CIRCUIT, Rs ~OWt! 0 N GI IH,UIT I> UIGII RM . ._r---ttNy.---------C --,.-- . '. \ ~ ~· 5 li···-·'-'C.:__:=---, t~- SHEET NO.S OF ELECTRICAL PLANS ( EXISTING -?80//.!'0t'. 2r.~vA • -nt!r ,v/ .!!. /,.,.§ed ~ sp1?c<il7Z--C/T~~c/'or;r :::r/ FREEWAY -~P. ~oA,,,,,,vhf ~ • - ,( NOTE, THIS PLAN ACCURATE FOR ELECTRICAL ONLY STEPDOWN RTE '13 FW'fc_ __ _ )<'FORMER --- SPLICE EXISTING CONDUCTORS EXISTING CIRCUIT <t;,R REDUCED Pl.ANS 0 ORIGINAL '3CALE IS IN INCHES 5TEPDOWN X'FORMER 0 ,o ,oo 0 HIG-H\.JRY LIGHTING PLAN ROUTE '73 FREEWAY .._ I 1-, ~ K ~ ~ ... t+ ~ ' " '.'> ;; • .. ~ ~ ~ ~ ~ ~t ,.. ' '( \ --_ I ,\ :\ :I :I :I :1 :I :\ :\ :1 ' :1 I :I :1 ' I I "' d z , I 11 I: I: I ' • ~I ~~A~-""=-=~-=:~~ ~c I ~--o--_::__-::.._"'~ = = = = = = = = == ~...;: ==7ie~=;-------s ------:----=-~--o-• --:-------·---;;--·-==-·-==- -SHEET NO. G OF ELECTRICRL PLANS ~ 1-, \: ~ K ~t <I) " 1; ~ ~ IQ ~ I ~- ;; . .. \: ~ ~ "t I: ~ ~+ o, Ora 73 T3.G / RG.11, 97 104 d6f: r • , ••• •.11• IUGIST£R£0 TRAFFIC EN4-Ut££111 .5'3P.· Sepfember /9, 1983 REDUCED PLAN USE SCALE BELOW Q__ I ~ 3 r:= 3 IMCH~ ON ORIGINAi. PLAN :::.l X 187 JAMBOREE 188 + +------ ,>-------~----;-~I _l!f' __ ,--~J~---/89 ---r-- .JAMBOREE /92 ------+---•N7°Lll~•7'§6'H~ \ I ()----) s ©--- A \' \ ! I 1 1 "' I I \ I ! i BRIDGE LIGHTING LEGEND: THIS SHEET @ EXTEND CONDUIT AS SHOWN ON HIGHWAY LIGHTING PLAN. @ EXTEND CONDUIT AS SHOWN ON TRAFFIC SIGNAL PLAN. BRIDGE LIGHTING PLAN JAMBOREE AVE. OVERCROSSING BRlt>GE NO. 55-531 X .. X • --x-----1 ! • I I X __ _, -~---------· 9 ' ' ' " I f @. . - ® ti -- ® .. r- 0 z z " <Jl 0 .. + ® . A1<1tJ•~,•~tJ"E - - - BRIDGE LIGHTING LEGEND: 11115 SHEET @ EXTEND CONDUIT AS SHOWN ON HIGHWAY LIGHTING PLAN. @ EXTEND CONDUIT AS SHOWN ON TRAFFIC SIGNAL PLAN. - "' ~ - . - BIRCH - X ,s .. "' + - - ST. ... ci z z " ;;; NOTE• THIS PLAN ACCURATE FOR ELECTRICAL ONLY FOR REOUCEO Pl.ANS 0 3 ·- ~ - IJ -- .... c.,..,._ SHEET N0.1 OF ELECTRltAL PLANS T3.lo/RG.lo 9B IB4 -- ® - I: 1: 1: 1: 1: 1: ll 1: ),( i: 1: ~ '/ " ~ 1, Ii ll I ..... JE/4-« PROJECT E~J ll'[GISTfft[D TiiFf"it.-..-tflt NO S.3..a --- DATf Al'PKIV<O Sepfember 19, /983 REDUCED PLAN USE SCALE BELOW l I * 3 3 INCH~ ON ORIGINAL PLAN :=t .....-_;::.;:,_-- ----,,:;:,- // 11/ /I I I :1 :1 I I X BRIDGE LIGHTING PLAN BIRCH STREET OVERCROSSING BRIDGE NO. 55-536 ---e•c.c~..c""...c-_"',.., ___________________ ~ __________________ ~ __ o_e,o_,"_"_sc_.c_, -"-'"-'""-"" --:=::c::=':=:'=::::'::='==--..L------------------_J ______________ _: __ 1 \ -x---------1 J-_ ' I l I I I I I I I I I I I r // /? /,/ r::-::---~✓ I :1 :1 :1 ii ~ I I I I ,I ii ii ~ IT ·c -- -t-------------.:o'"'>---~-----+----- ~ r-:::...-..... ..... ', "' ,\ \ "\' I' J\i ' ' ' I ' ' 7: 1: 1: 1: 1: J: ® ~+ ,, ii © - ;,, :1 ' [1 " ,. \;; :1 • "' :1 ',j .. ~I~ :1 ~ :1 ~ :1 ~ :1 " I/ ~ ·.., ... II - ·~ ... i I ~ "' ci z z "' (/) ® [D I I , I ; i i I ! I I / I I I ' I [D -~ ~ - I SHEET NO. B OF ELECTRICAL PLANS 1: Ii 1: 1: I 1: 1: I 1: 1: ' 1, I, ----.-.~ 71 ,.,1 ..... ,1 .. , .. I .::;~ l....,f, ... O'T / Oro I '13 I T3.C. /RG.r. 1 s°'; j,;:, •~oifc~C !ft~FF!([~GINTE" ~o 53B. D"lf .•.movm Sep/ember 19, /983 REDUCED PLAN USE SCALE BELOW 0 I 2 3 r I ' 4 I--3 INCHES ON ORIGINAL PUN ---1 1Jz OR. 11 ,. ,,, N40°f9' 10" E-------+ ------1---------+ -t~--------------- m ® --- --" I I' I' I I I 1: I' I I: I I 1: I I I I I i I I I I: 1: ' 1: ' I: I: I ' I l:!+ BRIDGE LIGHTING LEGEND: TI-I\S SHE.ET i ', . 1: I I I I @ EXTEND CONDUIT AS SHOWN ON HWY LIGHTING PLAN. @ EXTEND CONDUIT AS SHOWN ON TRAFFIC SIGNAL PLAN. [I] INSTALL FOUNDATION, PULL BOX AND CONDUIT FOR FUTURE TYPE 15 STRUCTURE ELECTROLIER. ;✓ / / NOTE, THIS PLAN ACCURATE FOR ELECTRICAL ONLY 1: Ii 1: BRIDGE LIGHTING PLAN CAMPUS DRIVE OVERCROSSING BRIDGE NO. 55-533 X --x-----1 X , l l X / [OC @ R 12" @ Yl2" @ Gl2" DETAIL A ® CD Cf) DETAIL B 12" 12" Gl2" ,-.: <Jl LOCATION"!'' POLE SCHEDULE STANDARD LUMINAIRE SIGNAL NO. DESCRIPTION SIG.MA LUM.MA INTEGRAL BLST I TYPE 19 • 30' * 15' * 250WHPSV JII SV-3-T ® TYPE I-A 10' TV-I @ TYPE I-A 10' TV-3-T © TYPE 19-2-70 30' 15' 200WHPSV SV-2-T @ TYPE 17-2-70 20' 15' 200WHPSV SV-1-T ® TYPE 1-A 10' TV-2-T LOCATION"2" POLE SCHEDULE STANDARD LUMINAIRE SIGNAL NO. DESCRIPTION SlG.M.A. LUM.M.A INTEGRAL BLST MOUNTING P.P.8. BPB SIGNS PED PHASE PHASE ISNS REG. MAS SP-I-CS ~6 SP-I-CS ~6 R!7,R34 MAS R17,R34 MAS MOUNTING P.P.B. BPB SIGNS PED. PHASE PHASE ISNS REG. R34 (D TYPE I-A 10' LT-1-T t,""~t;T,cY;;;P,aE'2"'4c:_c.A-:;•i.3•5-:.:-t-,cc5•• -=.t2°'5o"'w"H:;;PS=v-=.:--t;s;;-v;-_;-,_c;Tc;:*+-,M~A~T~-+-----,f---+--+----+----< @ TYPE 17-2-70 20' 151 200WHPSV '4i SV-1-T * MAS SP-I-CS BRISTOL Rl7,R34 -j----+---+~cc6c-+--"--t---t-~-~ (4) PPB POST @ PPB POST - ._co,,6'"",T-'Y-'-P"E-"1--'-A-'--:.:.'o'-' *:._i__-_ _j__-_...L __ -__ __J_:TC:V_-'-1-_,T.::•~--~S-'-P-'-,_-~c~s...L __ ~-~---~---' * EXISTING ,. i ( n JAMBOREE n 1 DETAIL B . ~ _ L 200' rn i5'oe BAR_.::rf)~N~+lf"-D~=g[ -~ 0 ~ [ ] I DETAIL A t 2 ~· J --- mf'i Q ~ [ ] $• ~ J LOGATION"i" LV , ~ -,_,,~6 ~2 coNoucroR SCl--l£0l1LE --b--:::;t-: ....___ ~~4-f-~•--:"_f-_--. --,-d;-~----AWG CIRCUIT L.,l_; , ---.. ''-2"C ~0 CONSTRUCTION NOTES: THIS SHEET @ -~ _ t--!-ct=2-v=e-H1-cL=E~---f'==-I-' Is'--~ I ¢ 4 VEHICLE & £. , 3 3 3 I. REUSE EXISTING TYPE 170 CONTROLLER, REUSE EXISTING TYPE fil-8 120/240V SERVICE. \.::'.,J \......,. 4' 5 VEHICLE # 4' 6 VEHICLE (J)6 PED 2. NEW CONDUIT SHALL BE INSTALLEDJ THROUGHOUT 3. LOOP DETECTORS SHALL BE 61X6' AND 9' APART; EXACT LOCATION IN THE FIELD WILL BE DETERMINED BY THE ENGINEER. 14 ill6 PPB PPB COMMON SPARES -3 3 3 - - -- I - 3 3 4. BEFORE REMOVING OR MODIFYING ANY EXISTING ELECTRICAL FACILITIES, THE CONTRACTOR SHALL GIVE 72HOUR NOTICE IN WRITING TO THE ENGINEER. 12. THE. CONTRACTOR S1-11>.U. VU!lF'{ t--+.-i.T-aO-aTcaAaeL~=c--+-''4~ VOLTAGES IN 1'HE. m.LO BEFORE ¢1 2P DETECTOR 13 ,. 5. ALL CONDUIT NOT BEING REUSED SHALL BE ABANDONED AND CONDUCTORS REMOVED. 6. REGULATORY SIGNS WILL BE STATE FURNISHED AND INSTALLED BY THE CONTRACTOR. 7. FOUNDATIONS AND PULLBOXES NOT REMAINING IN SERVICE SHALL BE REMOVED. THE RESULTING EXCAVATION SHALL BE FILLED AND COMPACTED WITH MATERIAL SIMILIAR TO ADJACENT MATERIAL ANO THE SURFACE SHALL BE FINISHED TO MATCH ADJACENT SURFACE. -, INSTALLING LUMINA\RES, AND ¢1 2C DETECTOR SHALL INSTALL EQUIPMENT AS REQUIRED f◊R THE EXIST~ ¢14P DETECTOR lllG VOLTAGE. □LC ~0~•~cc....co.;cE,',T-SEC~T-Os.,R~l--'-+- (J) 5 P DETECTOR -5 3 -• - -- ill SC DETECTOR -- ¢16P DETECTOR 3 - TOTAL • 10 & , 3 3 3 z I - 3 18 , ----- - 5 8. THE THREE SECTION LEFT TURN INDICATIONS SHALL BE PROVIDED WITH 12" ARROWS (RED, YELLOW, GREEN l # SIGNAL COMMON l 1 I LUMINAIRE -2 1 9. INTERNALL ILLUMINATED STREET NAME SIGNS ARE SALVAGED MATERIAL AND SHALL BE INSTALLED BY THE CONTRACTOR. 10. INSTALL TYPE I PHOTOELECTRIC CONTROL ON TOP OF STANDARD FOR SWITCHING ILLUMINATED STREET NAME SIGNS. 11. NEW CONDUCTORS SHALL BE INSTALLED THROUGHOUT. 196 ROAD LOCATION"2" CONDUCTOR SCf..l.EDULE A WG CIRCUIT ¢1 2 VEHICLE " ¢, 5 VEHICLE ¢1 6 VEHICLE I 4 ¢16 PED 3 3 2 ¢16 PPB TOTAL D LC 4)5P DETECTOR ¢16 P DETECTOR z i, faC DE.TE.CTOR TOTAL 2 I 2 lSNS 2 " SIGNAL COMMON LUMINAIRE I 0 TOTAL 2 2 2 Z> Z> 3 NOTE, THIS PLAN ACCURATE FOR ELECTRICAL ONLY FOA REDUCED PLANS 0 , 3 l ll I I! ~12"G DETAIL C ~ I ...J 'g+ 0 t-(/) a: m :c t-a: 0 :z 2" 5 DETAIL C DETAIL 0 DETAIL E REDUCED PLAN USE SCALE BELOW 2 3 I I 3 INCl1ES OH ORIGINAL PLAN =I Sheet 9 of Electrical Plans , __ ---·-·-~ 07 On:, 73 73 <:/Rt:.,; 100 184 tl]l2"G /?/~- ~12'G OESlti'< EN(;IN[[R REGISTERED TltAFf1C [NGIN[[" ~-:i~~ 12"G DATt: ...,,IIOV[D See/en1ber 19, 1.983 DETAIL D DETAIL E <)-§~-{> ' :Jfl :J 6 2 ¢12+6 ----,--. -.-'!J -,--. -.-+ ¢14+¢15 OL ¢12+'1l5 ¢12+6 4)2+5 200' TO STOP BAR 192 --------+ ------- LOCATION "I AND 2" TRAFFIC SIGNAL PLAN NORTH BRISTOL ST, AND BRISTOL ST. 0 AT JAMBOREE ROAD FEE:T 20 40 90 ORIGINAL SCALE IS IN INCHES '--:::::========"---_l _______________________ _l._ __ ~0:'..72:.0':'.9~-.:0'..:'.7~4:".!;:".t,:'../ _______ --C===- X X --x-------1 X • l l ! i:l ... l. t X l lll ... (/\ l • \' l ,::. ..... CONDUCrOR SCJ.I.EOl.1/..E LOCATION "3" POLE SCHEDULE SHEET NO . ...!Q_OF ELECTRICAL PLANS ()7 Ora 7.J IOI 1S4 I IAwo CIRCUIT I,\ & /2,\ I VEHICLE 3 I ,, 1: 2 VEHICLE 3 3 4 VEHICLE 3 3 6 VEHICLE 3 2 PED 2 2 "'14 4 PED 2 1: jl I ~ I I It 6 PED 2 I 11 2 PPB I I H 4 PPB I 6 PPB I 4 BPB I PPB COMMON I I I SPARES 3 3 " TOTAL Ill 17 13 I P DETECTOR -I 2 P DETECTOR -2 - 2 C DETECTOR 2 OLC 4 P DETECTOR -- 4 C DETECTOR -- 6 P DETECTOR z I ,: I 11 I I: I 1: I 1: J: TOT,t,L -4 3 ""'12 I SNS 2 2 SIGNAL COMMON I I I I I w ' "io LUMINAIAE 2 2 - TOTAL II 3 I ------------~. ------------------- 9 I~ ! I .,..: Cl) N [ I I• 0, ., : I z ~I STANDARD LUMINAIRE SIGNAL NO DESCRIPTION SIG. M.A. LUM.M.A. INTEGRAL BLS I Type I-A * ---- 2 Type l·A 10* - -TV-2-T ' Type 17 * 20'* 15' * 250WHPSV * SV-2-T-)f 4 Type 17 * 20' * · 15' * 250WHPS_y" * SV-! -HE 5 Tvne I-A * TV-2-H 6 Type 17 * 20' * 15' * 250WHPSV * SV-1-T * 7 Type I 8 T,oo : I ! I LOCATION "4y POLE SCHEDULE STAN DARO LUMINAlRE SIGNAL NO. DESCRIPTION SIG.MA. LUM.M.A. INTEGRAL BL.ST. ~+ : I :1 : I 11 I T··--24A-4-70 35' ,,. 200WHPSV SV-1-T 2 T""8 I-A 10 * - 3 Tvpe 1-A 10* --TV-2 41 Type 17A 2-70 20' 15' 200WHPSV SV-1-T 5 Tvoe 17AS * 20'* 15'* 250WHPSV * SV-1-T * 6 Type t-A 10* ---TV-2-n(- 7 r,., ®~i I I I I I 11 ' 8 r,,. * EXISTING ~ ~+ i1=11Fi"1a@,i't-~------:z::_= MOUNTING P.P.8 8.P.8. SIGNS PED. PHASE PHASE ISNS REG. TP-1 '* "• -SP-I-CS RIG MAS * SP-I-CS 2 BRISTOLS • MAS * SP-I-CS 2 BIRCH ST. « -·-SP-I-CS 4 MAS SP-I-CS 4 BRISTOL ST. It Rl6 MOUNTING P.P.8. 8.P.8.~ PED. PHASE PHASE S REG. MAS SP-I cs 08 1STOLS... Rl6 TP-1 * 2 ¢8 SP-I-CS 2 Rl6 MAS SP-1 cs BRISTOLS· MAS * SP-I-CS BIRCH ST.* SP-I-CS /08 2\'119 INTERCONNECT -- I- C/) !O r,,t) II "s-;:-----,:130---(.'.l',-::---t----+-14 ® -~ <" 1 '.j-~:f l!f/;~t-~ --~ -i -'i,\ -~ -°?c -\c--~/---c>-L-OCA_TI_O_N~"3~"++++---+-l---~ ---+-----1 t----+---~ LO CAT I ON "4" ---~-~-.~---t__~_)__ 2"c. ¢2~ -:;j __ a_,_R_c_1-1 ____ -"'---..,,. : ~ AWG ~,. DLC i--,2 i--,o TYPE SCE 120V SERVICE P.P.#1881382E SIGNAL I.D. NO. P-12272 l LIGHTING 1.0. NO. P-12273 I LOCATION "4" CIRCUIT & & I.- 2 VEHICLE • • - 5 VEHICLE -• - 6 VEHICLE • • • 8 VEHICLE --- 2 PED 2 ' - 6 PED --2 8 PED -- - I, 2 PPB I J - 1, 6 PPB - -J 8 PPB - -- 8 BPB I - PPB COMMON I J J SPARES • • • T OT.._L 13 17 10 2P DETECTOR 2 ' - 5P DETECTOR I I - 6P DETECTOR --- SC DETECTOR --- SP DETECTOR • 4 - ac DETECTOR 2 • -TOTAL 7 II - !SNS -2 2 SIGNAL COMMON I I I LUMINAIRE -' ' TOTAL I :!I 3 5 ¢4 ¢4 I 4 1: I: 1: 1: 1: 'll JI I I I I I I I I ,I 1: 1: 1: 1: 1: 1: ___J ~ i,3' Cl) 0:: N ID m ., z 2 3 4 5. 6 7 8. 9. 10. II. 12. CONSTRUCTION NOTES : THIS SHEET REUSE EXISTING TYPE 170 CONTROLLER, REUSE EXISTING TYPE m-e 120/240V SERVICE NEW CONDUIT SHALL BE INSTALLED, THROUGHOUT. LOOP DETECTORS SHALL BE 6'X6' AND 9' APART; EXACT LOCATION IN THE FIELD WILL BE DETERMINED BY ENGINEER BEFORE REMOVING OR MODIFYING ANY EXISTING ELECTRICAL FACILITIES, THE CONTRACTOR SHALL GIVE 72 HOUR NOTICE lN WRITING TO THE ENGINEER. ALL CONDUIT NOT BEING REUSED SHALL BE ABANDONED AND CONDUCTORS REMOVED. REGULATORY SIGNS WILL BE STATE FURNISHED AND INSTALLED BY THE CONTRACTOR FOUNDATIONS AND PULL BOXES NOT REMAINING IN SERVICE SHALL BE REMOVED. THE RESULTING EXCAVATION SHALL BE FILLED ANO COMPACTED WITH MATERIAL SIM!LIAR TO ADJACENT MATERIAL AND THE SURFACE SHALL BE FINISHED TO MATCH ADJACENT SURFACE. THE THREE SECTION LEFT TURN INDICATIONS SHALL BE PROVIDED WITH 12"ARROWS (RED, YELLOW, GREEN l. INTERNALLY ILLUMINATED STREET NAME SIGNS ARE SALVAGED MATERIAL ANO SHALL BE INSTALLED BY THE CONTRACTOR . INSTALL TYPE I PHOTOELECTRIC CONTROL ON TOP OF STANDARD FOR SWITCHING ILLUMINATED STREET NAME SIGNS. NEW CONOUCTOR.5 SHALL BE INSTALLED, THROUGHOUT. THE CONTRACTOR SHALL VERIFY VOLTAGE.$ lN T\-\E. f\t.LD BEFORE INSTALLING LUM.\NAIRES AND S\.IALL INSTALL EQUIPME.NT AS REQUlRE.D FOR THE EY.ISTlt-lG VOLTAGE. NOTE, THIS PLAN ACCURATE FOR ELECTRICAL ONLY FOR REDUCED PLANS O 2 3 0 ___J 0 I-C/) ::c l-a:: 0 z 20 I I I l o~t,;4,G~s~tt TRt.FFic ENGiiilftt • NO. •538 D-"TE Al'l'tOvi:eoo_S="~P~f~e=mh"e~r~l_,BC..L, ,cl9,c8=3- REDUCED PLAN USE SCALE BELOW I ~ :5 INCHES ON ORIGINAL PLAN j I I, SERVICE : It Ii' I I', I 14+ 10.06 BIRCH 145 + 12.06 N.BRISTOL FEET 40 5 INSTALL !Y;," INT€RCONN€CT CONDUIT, tzN19 CABl-£ TO CAMP/IS OR.(600'APPROX) LOCATION "3~ ~ ~ 1J 8PI ~ ~ -?P--4---• m2+5 <02+6 "'• LOCATION "4" LOCATION "3 8 4" TRAFFIC SIGNAL PLAN NORTH BRISTOL ST. 8 BRISTOL ST. AT 80 BIRCH STREET ,._DC........, ...... llf1CI --=::c:=~~~-------------------------1--------------------------'---~o_m~o,_N•~c~sc_,_ce_,s_,N_,NC_ses '--='=='==='==='=='=:::::' __ _J_ _________________________ L ___ __.::.0:_7:2'.'.0~9--:_0'._'.7_:•::5'.:8'..'.l ________ --c==-I i X X AWG .,. DLC •10 CONDUCT6R SCHEDULE_ CIRCUIT LOCATION '5' 01 SIGNAL - 02 SIGNAL ' 74SIGNAL • c"'c'c~----j--+-----lf--i ==~---i~-+-----~-~- 06S1GNAL - 02 PED 2 04 PED - 02 PPB r-Scc-='cc-----i~-+--+--+-- /-,==~----i--+----if--;_ ;-.--::_ 04 PPB ~4BPB ___ PPB COMMON SPARES TOTAL G2P DETECTOR 02C DETECTOR 04P DETECTOR -04C DETECTOR 06PDITEcTc5R ¢IP DETECTOR TOTAL ISNS SIGNAL COMMON LUMINAIRE TOTAL I ----I - --- I I - 3 3 ' ' IA 12 " --------5 Z - - -5 2 -' t 3 --I I --14-8 2 -2 - I I -i---,--- ' ---------c __ --1 I ll 04P t½·cff' ' . .., CAMPUS 3•c&,, 06 "6 I CONDUCTOR SCHEDULE AWG CIRCUIT f---or,· • -s, 75:,-LOCATION "61 I Ii\ ~ 8 ~0=2_,S~IG~N~A=L---+--''--+-- I 'I I ~ :1 ~:'IGNAL 3 .3 06 SIGNAL _._ J __ 3 08 SIGNAL --' ACS\ /4c4._ ~ /4cN ._14 02 PED I 'C[l 'C[7 a 'C[7 W, 08 PED 02 PPB □ □:,_ ~8PP8 ___ - • 08 BPB I t "' l PPB COMMON ! SPARES t -2 I - -I --, --· I I ' ' Ii 16 I - ~ r' (3) ----' ~ V [J~□ ~ .J □ ~ ,· J LJ ' ,, - - -- I ' 10 -"' "' .. I NO. DESCRIPTION .M.A. 1~---I-A * Tune 26A·4-70 45' li I-A :l T,·--17A·2-70 20' 20'1: STANO ARO NO. DESCRIPTION ""''.M.A. Tl'-26· 4-70 40' r-~e I-A ll - Tvne 17-2-70 r,---I-A lf-EXISTING , ' 20' 20 . - , , POLE UJIUI.A. -,., -,.. !5' ll POLE LUM.M.A. '5' -,., ,.. ,. - SCHEDULE LUMINA1RE SIGNAL INTEGRAL 8 ., TV-I • 200W HPSV SV-1-T -TV-2 200W HPSV SV-2-T 250W HPSVlr SV-1-T SCHEDULE LUM IN AIRE SIGNAL INTEGRAL B • • 200W HPSV SV-1-T ---TV-2·T 200W HPSV SV-2·T 200W HPSV SV-1-T -TV+ l-l I I MOUNTING P.P:B. .. ,, SIGNS . ' PED. PHASE PHASE !SNS REG. '"' " SP-I-CS 4 MAS SP-I-CS 4 I-·••;;:..;-- --.,. MAS SP-I-CS 2 Mn....,~_ Sep/ember 19, 198.3 SP-I-CS 2 REDUCED PLAN USE SCALE BELOW V MOUNTING PP.B. B.P.8. SIGNS 0 I * 3 PED. PHASE PHASE !SNS REG . t:: I ::.I MAST ARM MAS SP-I-CS 8 3 INCHES ON ORIGINAL PLAN . N. TP+T ll 2 SP-I-CS 2 .,. MAS -···•·---MAS SP+CS 8 --x--------i--------- t--------... ---------1.-1:=Hill!~------1-l ~ r l ~ /2\ ~==============-:+'j,:=.. ===::;==:::j::::::;:=::::;:p,------+--+----+--.,jtr~=-=-=2+~:--1 X i l X _DC__,.,.,, 111791 , ' 01 ,0 4;, 1--14 ,t 3 C 15 DRIVE _fl n r ' Q 200' TO STOP BAR 11B r □ if) C 02 .- f------------~ ~ 5 1----------------,,~sc--lf.-:0:=\--l-/;~:::ILOCATION"S' ~ • LOCATION •5• □ -=--_____ 1tu::~~· -J?,:' :~~-9=_===1-----_=-"'1-----1 "~ ......... -·-"I. ---~-~• 2"C I,\ -+~ --- TYPE SCE 120v SERVICE 1 • 6 ';'.'.;;;~:--··7 ~ CONSTRUCTION NOTES: THIS SHEET) '12 PA1R*191NTERCONNECT/ P.P. t 1488336E 2·3"C -·0,04 11 SIGNAL ID NO P-12289-I '"'il\X\~ -1-I 1. REUSE EXISTING TYPE 170 CONTROLLER, REUSE EXISTING LIGHTING 1.0. NO. P...12289-I 5 _';.:t.OJ Ir TYPE m-B 120/240V SERVICE. --.-,.,- 01 t 6 02 + 6 04 LOCATION"5" JI :, 2. NEW CONDUIT SHALL BE INSTALLEO,THROUGHOUi 3 LOOP DETECTORS SHALL BE s'xs' ANO 9' APART; EXACT LOCATION IN THE FIELD WILL BE DETERMINED BY THE ENGINEER. 4 BEFORE REMOVING OR MODIFYING ANY EXISTING ELECTRICAL FACILITIES, THE CONTRACTOR SHALL GIVE 72 HOUR NOTICE IN WRITING TO THE ENGINEER. 5. ALL CONDUIT NOT BEING REUSED SHALL BE ABANDONED AND CONDUCTORS REMOVED. 6 REGULATORY SIGNS W1LL BE STATE FURNISHED ANO INSTALLED BY THE CONTRACTOR 7 FOUNDATIONS ANO PULLBOXES NOT REMAINING IN SERVICE SHALL BE REMOVED. THE RESULTING EXCAVATION SHALL BE FILLED ANO COMPACTED WITH MATERIAL SIM!L1AR TO ADJACENT MATERIAL ANO THE SURFACE SHALL BE FINISHED TO MATCH ADJACENT SURFACE 8. THE THREE SECTION LEFT TURN INDICATIONS SHALL BE PROVIDED WITH 12" ARROWS (RED, YELLOW,GREEN) 9. INTERNALLY ILLUMINATED STREET NAME SIGNS ARE SALVAGED MATERIAL ANO SHALL BE INSTALLED BY THE CONTRACTOR. JO. INSTALL TYPE I PHOTOELECTRIC CONTROL ON TOP OF STANDARD FOR SWITCHING ILLUMINATED STREET NAME SIGNS. 11 NEW CONDUCTORS SHALL BE INSTALLED THROUGHOUT 0 20 12. THE CO~TRACTOR. SI-IA.LL VER.IF'( VOLTAGES IN Tl-If. FIELD BEFORE INST.e..LLllJG LUMIW~lRES ANO SHALL INSTALL EQUIPMENT AS REGIUIREO FOR THE t.~\STING VOLT1'.6E.. LOCATION "6" FEET 40 NOTE' THIS PLAN ACCURATE FOR ELECTRICAL ONLY 3 if) \~0• 0l ) I ------ 1,\z 'c 02';~~;c-==,::;,c:-.=.=--- 2' -t6 '--'WL ,aaP,1 , 'o ~ c+~ L]~ I' C ll 1 ·1~w~~wi!i . i----------------------m I I: 20,0 l 1 • 11 ...J 11 I 1l oc ~ ii~, l'/PE][l20/240VSERVICE ~ -I] SIGNAL IO NO P-12290-I I: ~ ~ ! LIGHTING ID NO P-12291-I II (/) X ,I EDISON PB I ~ t-'I 1 •11,-0 a:: ', ' o LOCATION "5 8 6" Ii 2 z + i!flros,RCH TRAFFIC SIGNAL PLAN " 'J -1 1 '[] 0 d O □i-NORTH BRISTOL ST. 8 BRISTOL ST. AT I~© w ~ ©I CAMPUS DRIVE I FOR REDUCED PLANS ? ~ ~ ORIGINAL scALE 1s 1N INCHEs '-:-::-:'::::::':=:::':=:':::=:':::::-:~-_l _________________________ L ____ ~o~7:2~0:9~-~o:7~4~5:!_8~✓-----------1 i I X I "' ? '\u' I f ,, ,.. _ _,,... TYPE SCE 120/240¥ SERVICE SIGNAL 1.0. NO. P-12270-1 LIGHTING 1.0. NO. P-12271-I (EXISTING) ' ' ' k ;.> ! Jl_~ ::.----· -~ ,/' • a: • .,. ';:J,--=-=---,... I -,-= ' J , ' . ) ¢:; I ..... 5.86 Ee LOCATION 1 ..;, ... ,._ t ' I • ,; f ..,;. . I , . r-I I I / I I I ·f ! ITANDAltO NO. DUCftlll'TION ..... MA. WOOD 35 WOOD 35 20 12 WOOD 35 WOOD 35' 12' WOOD 35 20 12 WOOD 35' 20 12 WOOD 35 f ~0-~- : uc I LUMINAIM SIGNAL lNT!:GRAL BLS 200WHPSV SV-2-T SV-2-T 200WHPSV 200WHPSV SV-3-T 200WHPSV SV-2-T : i ; i f- MOUNTING ftl'fD . MAS SP-1-T SP-1-T MAS SP-1-T LOCATION I AWG CIRCUIT /,\ t 2 VEHICLE t 4 VEHICLE ~14 ♦ 6 VEHICLE ♦ 6 PED INTERCONNECT 2 SIGNAL COMMON ~10 LUMINAIRE 2 LOCATION 2 jAWG CIRCUIT /,\ iti 2 VEHICLE ~ 5 VEHICLE __ ~ 14114 ♦ 6 VEHICLE • &VEHICLE ♦ 6 PED INTERCONNECT 2 SIGNAL COMMON *10 LUMINAIRE 2 .,._s.e ➔ ·l l 6 -2 • 4'2-+6 •• LOCATION 1 4-6P ➔ _i_)I ~ 6 . ----,---+ 2 ♦2+6 ♦2 ... 5 LOCATION 2 ! ~ 2UN /2\ ,\ ,,\ 3 3 3 3 3 3 3 3 2 ? I I I 2 2 2 KU ;.., i,\ I,.,_ 3 3 ;;_ 3 ,_A_ 3 3 3 z 2 1 I I 2 2 2 ·i ( •• & 13 3 3 1,, J_ '3 3 2 2 I 2 ; - CONSTRUCTION NOTES QJ REUSE EXISTING CONDUIT. 0 RUN 211 CONDUIT 10' UP POLE. 0 C REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORIGINAL PLAN J 13. UPON TERMINATION OF DETOUR OR AS DIRECTED BY THE ENGINEE;R, ALL WOOD POLES ANO CABLE SHALL BE REMOVED ANO DISPOSED OF. - 14. TEMPORARY DETOUR TRAFFIC SIGNALS AND LIGHTING SHALL BE INSTALLED ANO OPERATING PRIOR TO OPENING OF DETOUR TO TRAFFIC ANO SHALL REMAIN IN OPERATION UNTIL DETOUR IS FULLY CLOSED TO TRAFFIC. ~ INSit:\LL THftEE SECTION LE.FT TURN INOICRTIDNS. W 1TH 12" ARR0\,/ 5 (RED, ~ELLOIJ, i,REEN), - ! g / ~ ~ / _/ ;~ / (2) ~L_O_C_A~T~IO~N~2-----~P"O'"L""""E,....:.-s=--"cC"7.H-:Ec-:,Oc,Uc-:-L-:Ec-:....------:....----, SIGNS STANOARO REGULATORY NO. OESCltlll'TION .M.A. WOOD 35 WOOD 35' 20' WOOD 35 12 WOOD 35' 20' WOOD 35' WOOD 351 20' WOOD 35 WOOD 351 LUMlNAIRE SIGNAL MOUNTING LUM.II.A. INTEGRAL e PE 0. 12' 200WHPSV SV-2-T MAS SP-1-T SV-1-T MAS 12' 200WHPSV SV-2-T MAS SV-3-T 12 200WHPSV SV-2-T MAS SP-I -T 12 200WHPSV •OR REDlJ(:EO PLANS 0 2 ORIGINAL SCALI' IS IN INCHES SIGNS REGULATORY ' 4 : _,..;-_,2 : . . . -f tl :: -07 Om. LOCATIONS 1 a 2 DETOUR TRAFFIC SIGNAL PLAN NORTH BRISTOL STREET AND BRISTOL STREET AT JAMBOREE ROAD 07209-0745B1 -- LOCATION 3 -___ AWG RUN CIRCUIT I,\ I,. /l\ /4,\ ~CATION 4 ·-===---=-· -=-=------==-=--·---== _ =--'--=-=- ; ] RUN AWG I CIRCUIT 7\" &1& IT.\" ffi ♦ 1 VEHICLE ~ ♦ 2 VEHICLE 3 3 3 t 4 VEHICLE 3 3 3 i..,. 4i 6 VEHICLE 3 3 t 4 PED e t SPED 2. 2 INTERCONNECT 2. 2 SIGNAL COMMON I I I lo.10 LUMINAlRE 2. 2. '2. [ 4' 2 VEHICLE 3 • 3 3 ~6 VEH_I_CLE ---·3 t~ 3 . kt ~8 VEHICLE 3· 3 14 ~-_§.'pED j '2. 2 1 •c-•~S~P~E~D----<---+·· __ >--_ ------➔-~ ,___1 INTERCON_~_E"CT 2 2. 1 ~G-~_~AL__i:OMMO!:!_ ___ I l I 1 -I - '41< 10 ;_hUMINAlRE 2 2. 2 j 2. j ! "'B SERVICE 2 ,_ ---------, ,-·1:c·, :· • ........ ------ //~ \ I -:"-.,__~~~ ~ .....,.. __ _, I, 3 BIRCH ~EY!STI NG LOCATION 3 POLE SCHEDUL! IITANDARD LUMINAIRf SIG1oiAL ~OU'4TINA SIGNS ... M'.ICRlll'TII»' lllffl.M.A. ~-.:.:.MA. INTEGRAL BJA PED. REGULATORY wooo 35' SV-1 - T - WOOD 35' ---5V-3-T SP-l-T woon .,.., 12' 200WHP~J'. WOOD 35' 12' 200WHPSV SV-2-T MAS -11 * 20 * 15 WOOD 35 250 WHPSV SV-: ! -t MAS~ SP-I-T I-A 10' " !i~V••2AT SP-1-T' 17 .. 20 l 15'.., 250 WHPsv:tj; sV-1 Ar-MAS .. SP-!-1 WOOD 35 -! -II --· --,,~t-A 7 > ]L .. . SP-I- LOCATION 4 POL E $ C H E O U LE $1.6.NOARD 1..:...::~ :!!I G l\l .Ar•-~.-O-u_•_T_I _N_O __ ~~S-l~G~N~S'"9 CRt:?'TION M.A. 1~~1U..§GriAl BLS "'· REGULATORY ~ 20 15 250WHPS MAS 35' -A 10' TV-1-T SP-1-T TV -1- $\' -3-T I?..' 200 WHPSV i2' 200WHPSV SV-2AT SP-1-T 15' * 2~q.'tHPS SY -2AT MAS SP-I- SV -1-T SP-I- SHEET NO, 13 DF ELECTRICFlL PLANS No ' ' . • ' 7, ·~•-:,r,,.. ,, ,,µ• t 11,~ ID~"i,5 .Z!i ffiil,,U,' 1~~7_51.· ' 1;· .::Jf·,z ., :,.&.,t" +--g,_ .... 4-.§f.➔ ;.eJ• ~ 6 ~ 6 ---,--. ,.-,-• ,f----♦ ~ 6 . 2 [iJ II] 0 "" LOCATION 3 -------- CONSTRUCTION NOTES REUSE EXISTING CONDUIT. RUN 2" CONDUIT tO' UP POLE. REMOVE AND SALVAGE 7' POLE INSTALL 10' TYPE l-A POLE ON EXISTING FOUNDATION. """di1-+6 4. FOUNDATIONS AND PULLBOXES NOT REMAINING IN SERVICE SHALL BE REMOVED. THE RESULTING EXCAVATION SHALL BE FILLED AND COMPACTED WITH MATERIAL SIMILAR TO ADJACENT MATERIAL AND THE SURFACE SHALL BE FINISHED TO MATCH ADJACENT SURFACE. REMOVE AND SALVAGE STANDARD ,COMPLETE. REUSE EXISTING TYPE 170 CONTROLLER, REUSE EXISTING SERVICE. ROTATE VEHICLE SIGMf~L HEAD TO ACCOMMODATE DETOUR STREET ALIGNMENT ~ REMOVE AND SAL'/AGE TRAFFIC SIGNAL MASTARM. m REMOVE AND SALVAGE PED HEAD. @ REMOVE AND SALVAGE VEHICLE HEAD. .... "'2+6 LOCATION 4 LOCATION 4 [ill REMOVE ANO SALVAGE !SNS,FOR RE.INSTALLATION AT THIS LOCATION. [g} COVER HEADS \ /~ 13. UPON TERMINATION OF LlETOUR OR AS DIRECTED BY THE ENG1NEE.R,ALL WOOD POLES AND CABLE SHALL BE REMOVED AND DISPOSED OF 14. TEMPORARY DETOUR TRA::-FIC SIGNALS AND LIGHTING SHALL BE INSTALLED AND OPERATING PRIOR TO OPENING OF DETOUR TO TRAFFIC AND SHALL REMAIN IN OPERATION UNT!L DETOUR IS FULLY CLOSED TO TRMFIC ~ INSTALL VEHICLE HEAD AT 17-FOOT MOUNTING HEIGHT ~ INSTALL SLASHED HOOD 12"xl8,. [Iy] !N$TRLL NEW LENS.ON EXtSTING-VEHICLE HEAD AS INDICATED BY VEHlCL,E HE.AD 5'/MBDL l REDUCED PLAN USE SCALE BELOW 1 I I ~ J l lNCHE:S ON ORIGINAL PLAN :. • , ·1 ·PI •• ,I 'i 07 I Ora LOCATIONS 3 8 4 DETOUR lo4 184- \ TRAFFIC SIGNAL PLAN NORTH BRISTOL STREET AND BRISTOL STREET AT BIRCH STREET 07209 -074 581 " _, ____ .... ,. . --. J ' ~~ • I l ~- J .l ,.-"! Ji1 I~ ' ';., f1* 1-=i 14 I \' 1s -NO ,z ,, 4---..... .---.... ~ • §P • • --,-. ,r.- a:1. .... . , ... ~ LOCATION 5 CIRCUIT ;,\ $ 1 VEHICLE 4> 2 VEHICLE $ 4 VEHICLE ¢> 6 VEHICLE }, } •• RUN /'I I" I/•\ -. 3 3 3 ~ ! ' REDUCED PLAN USE SCALE BELOW 0 I 2 3 t::--➔,---,1----~7-l 3 INCHES ON ORIGINAL PLAN ..-J I LOCATION'!5' SCHEDULE LOCATION "6' POLE ITANDAIIID I L:UMINAlfllt 1.;,.,_..-... =sc"'o,"•"•"•"001--~ NTEGRAL BLS IIINAL IIOU.JITINI .... -SCHEDULE SIGNAL STANDAflD LUMINAUt£ T.,-17 ••• 12 2.!50WHPS WOOD 3!5' -SV-1-T 12' 12' 12 200 WHPSV SV 1-T WOOD 351 W0111 3!) WOOD 35' WOOD 35 11-A 10 "' WOOD 35' -,1 WOOD 3!5 "" 20· 20 -1-A 10' "' 3 WOOD 35' 12 12 ° 12 ~ 200 WHPo::v- W sv 200WHPSV - 2!50WHP= 200WHPSV SV-2-T TV-1-T -- SV-1-MAS ,. SV-3-T MAS TV-1-7 -;)(-EXISTING - -~ ~ -· " ·" f ~ ~ ~ [@] >ll[i] @ 13. SP-1- SP-I-T SP-1-T SP-1-T - SP I ' SP-1-T --------- WOOD 3!5 - WOOD 3!5' - wooo 35' WOOD 3!5 WOOD 3!5. --•1s .,n• wonn ,u::<- I-A -to' WOOD 3!5 -11-2-10" WOOD 35' l< EXISTING 20' 20' .. REMOVE ANO SALVAGE VEHICLE HEAD. ·12· 12' 12 12' 6' 12 12' • E5~~~~0~D SALVAGE 1sNs, FOR RE1NsrALLAnoN AT T1-us COVER HEADS. UPON TERMINATION OF DETOUR OR AS DIRECTED BY THE ENGINEER,ALL WOOD POLES ANO CABLE SHALL BE REMOVED ANO DISPOSED OF. 4. FOUNDATIONS AND PULLBOXES NOT REMAINING IN SERVICE SHALL BE REMOVED. THE RESULTING EXCAVATION SHALL BE FILLED ANO COMPACTED WITH MATERIAL SIMIL1AR TO ADJACENT MATERIAL ANO THE SURFACE SHALL BE 14, TEMPORARY DETOUR TRAFFIC SIGNALS ANO LIGHTING SHALL BE INSTALLED ANO OPERATING PRIOR TO OPENING OF DETOUR TO TRAFFIC AND SHALL REMAIN IN OPERATION UNTIL DETOUR IS FULLY CLOSED TO TRAFFIC. TV-1-T SV-2-T 200WHPSV SV-2-T 200WHPSV 200 WHPSV 200WHPSV SV-1-T SV-1-T 250 WHPS TV-I-_, 200WHPSV SV-3-T 250WHP;;,v SV-1-T' 7 .• MOUNTINI P1. D . SP-I SP-1-T I SIGNS REGULATORY 07 I ora I 73 17.,'</R,.6 .. --➔ ◄ §:P 6 _.L.)l ~ • 2 - ,21, •z t!. LOCATION 6 LOCATIONS "5 a 6" DETOUR 1~.:s· I IO!ii 1,a, ·1 i •• ' ¢> 2 PED ? ¢> 4 PED 1!>6 PED ? :::::c----t---i--r'-r-t---t-..--t,- -;;;,;;-----t--1---t-i-rl·,2rl-c~""· ·~· 4> 8 PED 2. 2 -~ 2 '2. ; j TRAFFIC SIGNAL PLAN NORTH BRISTOL STREET AND INTERCONNECT 2 SIGNAL COMMON LUMINAIRE 2 ·--INTERCONNECT 2 I ~-- .,...... --- 2 I • 2-· ~ I I ? 1---t~l~N~TERCONNECT 10 SIGN,il"""CO~-ff.iq_¼-I -1-.l '#-LUMINAIRE i 12. INTERCONN-ECT t 2 I I ' ? t 2:-2. ... ~· f -+----t ! I I I <D ! 0 --~------f- BRISTOL STREET AT CAMPUS DRIVE ~ : •O~ FEOUCEO PLANS O I 2 3 ! 9 Q -,r:·· -. ___ _JL_..''"'•""'.":"'~'-"~"':"'_"~"~"".'""'':'.'_''::::::'-=::::: '=':::::":-:'::::'=::'.. __ L ______________________ _J_o:_1:_2:_o:_:__-_:_'_•:_s:_•:_' ____ . ______ .:..~·~··••~., ~-~~-···-·-··---·-·-·· .... '.~ ! _, ___ __, \ 1./,{) 10~11 .. o 92 ,., I j l J t j J } '7"A7g J-"~f-'-V,. vi l'£J ·oN N';JIS Sheet IS of Electricol Plon1 07 Orti, 73 IOI, 184- £ S,tna-1--._j , J--I! Atnd --.j I I! A,le -~-+-,,,, • , ·' -H5'f PrP;rr17/1M1ed' J1SiPi///¥ S/i7na-/ //end' DET,I/L. OF £EFT-TURN S/6NAI. AND 516N STANDA/lD NO SCALE ?uni sign of l84rtJo ~ 0 L t :. C rl f_ .., l, L C: Lut,11·1.,1,,f SICl:AL 1t,1(._,,._;;1G I ,,,,,,, /-,I Id' ~ /j,11e.nc .Z8~. !t?; L"MMA.#1T,_.t)L~"<(.:l•-l 0 '. >'t.,·cr pf; POlf _M4Sf.lRl,I ,u 81 M·.Z 8-/ 8-1 #-Z ,,,, 12' 7.:?t? WIVY .. ,,,_, 12' ~6"' M,,o N-2 7t't1 IPMV B-/ M'.2 ----~ 2.-W·I I l(U'R!-""1") /,b}I., o-1-----J.l.,;Jl.;...141 ,,. 20· I· End of Pavv,m~mt.., Future Conslruclt417 ~ I ff' I~ 5t' I M ~ I 0 PIIASE DIA6RAAI A 8 ~ t1lhul ~r-t"':tJ I L'J-~ (v I z• .,/ .,/' .,/ .,/ ~ ~!2" r:Jreen Arrow to ~ indicdfe conltnuousllf ,/ ,/ C /~ r ~ DETAIL "A" NO SCALE REDUCED PLAN USE SCALE BELOW 0 t:.: I 2 I 1 3 INCHES ON ORIGINAL PLAN NOTES /TH 15 SHEET) REMOVE /\NO SALVAGE ALL ELECTRICAL EQUIPMENT SHOWN ON THIS SHEET. 2 FOUNDATIONS AND PULL BOXES SHALL BE REMOVED THE RESULTING EXCAVATION SHALL BE FILLED AND COMPACTED W 1TH MATERIAL SI MILIAR TO ADJACENT MATERIAL. THE SURFACE SHALL BE FINISHED TO MATCH ADJACENT SURFACE. 3 CONDUIT SHALL BE ABANDONED, CONDUCTORS SHALL BE REMOVED. 4 WORK SHALL NOT BE PERFORMED AT THIS LOCATION UNTIL ORDERED BY THE ENGINEER. --~---------------------......1 _ __:•::''.:'."''.:"'.'.'.'_'~''.'.'."=.'.'.·~".c''.'.'."C:"'"'-'==:'=::::':=::'::::::':=::::::::I___J_ ___________ _ ---···· J cmup ", ~ AWG CIRCUIT RVN ., I>. h' ,., A A l~ .. .. .. .. --, .. • .. .. , 1,~ _, -------~--_ _; ____ .. .. .. .. • • T□T"Tr • .. .. .. • I, ~ 1.-.Pet e,i/.,. _, JI 2 z z z I I U'v/v~_C,tA/1 -I I ~--. -- ~ --- . ,." ~t'.Jlu..f -----,J_ ---(,II, ,._ ---···----- .. ltd ~n,/ t:tN?i..n,,,,, I I L _I I .. 1=.l,!/17/~l/t:J _ :, ~ ~ I --~. REMOVALS LOCAT.ION "7" TRAFFIC SIGNAL PLAN Mgc ARTlll/R BOULEYAlfD al l/N/VEf!SITY DRIVE (NtJltTII) 'Ef' 01·209 -074$81 I ... -.. .. - See note 7) note 3) , Overlay (As apprapnate) Min. 200' See note 61 I : I (~ .. ~ Signs 700' to 1000' ap,;;t _1/ Cones 50' max. spacing • • • • .-. "-+~ '-'-. Min. 1000' Cones 100' max. spacing ---------~------------------·--~------------ .--. -+-- One flashing arrow sign tor each lane closed (See note 10 > --07 Ora 73 (See note 9 l - ou er . ..... ,.. -, .... ,,_, __ , .. -· 13.c, / RC..C. 107 184 CE 0, OPIIIIATIONS -.. y ....... - Place min 3 cones across each clos~d ·1one ~ ~ and shoulder every 2000't. (See note 14) ~ taper per lane closed .. .. .. Shoulder Median shoulder )See notes) • • 100' ! • • •• • • I I • • • • 200' ! 0' ! work area LANE CLOSURE -~-t -Cones 50' max. spacing, ____ 1 -..... Shoulder • 1f,. Se"4 Median shoukier -.. - W59 C30 .... -• --~---------~-~·~r:~'1 ·• ~ :_:--:::::::::t==600='=!==1~=SllolA== .. = . Cones 50' max. spacin l------~Cone~~•~2~5~·-max~--~•~pac=i_ng~------+--C~ones 50' m_ax. spacing __ _ G84 (Optional) '9UllllCIIOI uuo -( See note 6) at C18 C24 (See note 7) SHOULDER CLOSURE IIIIU l. Median lane closures .. II conform to details 1or outside laoe closures e,cept that alEfl" -1ay wll be placed ...rRtGHT"on tilt 511ns. 2. Full lime maintsmce shall be provided tor hffic control de,ices on all nist,t lane closures, or daytime closures exceedina 1 mile in ~cth includinc the taper. 3. Duplicate actwance warmn1 511n installations on opposite shoutders •e not required for daytime operations 1I at least one-half of the m11labM! lanes remtin open to traffic. Duplicate signs iA median not required wt-.. Width of shoulder is less than e' and closure is on riqht side. 4 Al ICMACe sifns for work dur1n1 hours of dlrlules, 5"'11 be 1lluminlled. Other 511ns shill be erther illumin,ted or reffectunzed. I. 6. 1. 8. 9. AU advance w•nm1 si1ns for closures shall be 48" x 48'" minimum or larger unless otherwise specified in the Special ProviSKIOS. All idYance warnin1 si1n mstallations shall be equipped with flaes for daytime closures or flashm& beacons durtn& hours of darkness A C23 " ROAD WORK AHEAD'· •I• may be used ,n heu of tilt Cl8 _, appro,ed by tilt En11neer A CIJ "END CONSTRUCTION'· c, Cl4 "END ROAD WORK •• •1•. as appropnat,. shal be plac!d at tilt end of tilt proJ'CI Place C30 si1n on flae tree ewery 2.000' throuahout lenrth of lane closure. 1(..$,"4 10 11. 12 13. LANE CLOSURE AT OFF-RAMP C18 (See note 7) LANE CLOSURE AT ON-RAMP The first llashm1 arrow sign shall be Type I All others may be either Type I or Type II unless otherwise specified in the Special Prov1s100s. A minimum 1.500' of si1ht drstance shall be pnmded. where poSSlble. tor vetucles approachm1 the lust flashm1 arrow si1n Une closures shall not where possible beam at top of crest vertical or on horizontal curves All cones shall be 28" mm. height. Dunne hours of darkness they shall be mtemaUy 11lum1nated and fttted with reflect1vt sleewes. If portab~ dehneators, as descnbed m Sechon 12-3.04 of ttte !:ilandard Spec:1l1cat10ns. are used m heu of cones ttte spacm1 shown on th,s plan shall be reduced by one-half 14. When approved by the Engineer, gaps and/or a flagman may be providecl at the transversely placed cones or barricades in the lone closure for continual equipment access. l REDUCED PLAN USE SCALE BELOW 2 1 I 3 INCI-IES ON ORIGINAL PLAN J LEGEND • Cone ► Sign y Flogtree <<.< Flashing arrow sign ;;:-Portable flashing yellow beacon ' TRAFFIC CONTROL SYSTEM FOR LANE CLOSURE ON FREEWAYS AND EXPRESSWAYS MISCELLANEOUS DETAILS -----------------~---·--~--------------------- -~~ 07209-01•sa, _ /-2 8 -82. MODIFIED T -10 j --)C-------------- .. j I l k ~-___,, _.,/. ... frd .. .. - .. C • •• TYPICAL ON -RAMP CLOSURE C30 & ~ c,e 1 .. no11 61 ~ ~ 08(Mtnott1 7) ~.s-. S.p-700' to 1000' Cl9Cl'f ,.. IQQQ' To C20 FREEWAY LANE to 1000· ~, i ~ note 6) --t l>D D CIB {see nate 7) r.ni !IQ.' mm: IQ9Cing lhoOldlr ~- sl'louldtir_~---~-_ .,_ .. Ont flash1nt,1 arrow sql for ecdt lone cloMd ( see note 1_0 ) CLOSURE WITH FARTIAL SHOULDER ~s... ~ ~ 50' fflCIJI.~ ,.,----- Min. IOQO' Toper ~ LANE 0.0&D --ro accompany plans dol~d September 191 198'\ 07 Ora 73 T3.<o/RGi-.C. 108 184 ~~U~Y ~¥-.C° .. c:2.~,--;~=;--'----~-,u-0-,-0.l.eE.C•C.:•TIONCL::S:::..t • Type II borricadH ( min 3 p.-lcs.) ISee note 141 CFF-RAMP Cit -<""'~~--CONEC'T(J! REGISTERED CIVIL ENGINEER NO 1V736 NOTES•A.Type II barricades shalt conform to detoil1 shown in current edition of • Manual of Traffic Controls;· published by the Slate of Coliforriio, Deportment of "D"an9portotion B. Refer to Modified Std. Pion T; IQ tor applicable numbered notes ond legend descriptions . TYPICAL CLOSURE FOR OFF -RAMPS OR CONIIECTORS WITH IIJJXILIARY LANES ~ .s.,.,(., ----Canl6 oo' ma• lllOCJl'IQ -- Aoca mirwmum ltnt cona 00'0N todl dotlld l.e and thoulCHr every 2000 ' ( See note 14 l REDUCED PLAN USE SCALE BELOW t:: \ ~.::1 3 INCHES ON ORIGINAL PUN • USE 07209-07458) ', --I '-~ • I I ~'- I ~ I t " t,,, J~ z Ii J ~ "' "' t--1&1 l&J a: Iii l&J 0 : a: ::::, "' I Ill Ill 111 111 :11 l&J 111 (!I 111 0 a: ill ID 111 IL 0 I II (!I 111 z z 111 z i5 1 11 l&J 1 11 ID :11 111 111 ' ' p,,,·f,:T,·f,=r,:-f~·,,·-f-=r:.+,·T,f'1~~,,.,,.q p,T,f,·T,·f,·T,=r~=t-~f,·1,·-f~-1'·f ,·~~1'·1,·~ ~G' Q., 0 0 I] 0 0 0 I] 0 0 0 I] 0 0 0 I] EJ:],. 0 0 0 §] 0 0 0 §] 0 0 0 §] 0 0 0 §J ¢=, C ¢=, DETA 1 1L 51 RAMP TERMINAL LANE LINE ,_D_E_T_A-IL_5_0 __ R_A_M_P_T_ER_M_,_••_L_L_•_•_E_LI-NE----•e'--·--· F a·--;--4' -----t--4'-t------,s•'-----+--4' --t--4•--11----e• c:::::::::::::::;:,::EX:':T~R:A:M::P::::::::::::===--1 --~~===~· 1 1 1 1 1 1 I ◄-_,TE >fOIP£ §] 0 0 0 0 0 0 la....... ~ , ~ <'= SEE ;;~I~~~••• • • • -,, • • • ¢:"J L,, 0ETAIL52 RAMP LANE L•NE -'-._~ l • • • • • • • • • • 0 IRECTION OF TRAVEL SEE DET.,L 02 <:;:::i • • • , j .::::::::::::::::====----------. 4-· SINGU YELLOW STRIPE 2· OFF RAMP f. P EIP . ,c::_ SHOULD£" . • I------... _---,! l>!/ '----ue - L 2· SHOUUJr:" -..._____ TY~ 11 -' SEE DETAIL 2~ -4 • WHIT£ STRIPE ¢:::::i ¢:::::i ¢:::::i ¢:::::i ■ ■ ■ ■ . II -.. . -.... -.,. 0 0 • • -.,. TYPE G , .. -f'r'" , TYi'£ G • .. • 0 • $EE DETAIL 13 • I .., j ,_ I -I --I '!"'" 1 .,. 07 I o,a I 73 I T3.G> / RG>.G, I 109 I 184 J.Jn u>~~ V;,-o,t tMM1"0RT .. TIOfll [-.clll 1,. ,_ , 111.C.l oc, ~•"· °"'"' .....cMD .September 19, .1~83 ___ _ REDUCED PLAN USE SCALE BELOW 0 I 2 3 ~ I I 4 1---~ INCHES ON ORIGINAL PLAN --1 --•• SHouLcr:,. ===---= . . 3G L,, • SU DETAIL 25 -4• ~NGLf YELLOW STRIPE \ t n>r:r:WAV '------MEOIAN 1---c------Y,,...I:.illdi.!!lll_ ____________________________ =::::,.,\ ________ - SEE DETAIL 25 4• SINGLE YELLOW STRIP£- TYPE H j ••• ; E✓P-- -.,. . . . . • ..... ,,· -.,. • • • 0 • SEE 0£TAIL 13 e• WHITE STRIPE f"LUSH WITH RAMP E. P. ----- ------f '-..__ SHOULDER -----... / ~---~-------------------,1/ " ., C ~ " ~ " -' l 0 .; 4• SINGL.l 'l'ULOW STRIP£ ---...__ 2• OFF RA.MF E P "' 0 •• •· ••• Ill••• • ;;_£• [)[,-AIL 51 , ... . . . c> ■ 0 •• c> F· I] DETAIL 10 I . . . . I ··-r-·· 0 0 #tAMP LANE LIME ••• I , •. ' 0 ¢:::::i I /5<!_ HP£ H ;,;------.. DET&.)L 25 ' •· SHOULDt:• i-------.. ' I • • • D I ··,·· i ··~ 0 0 0 I] I ••• I>---------••·--------~+---------••··---------l I I DETAIL 25 A RAMP' EDGE LINE WITH YELLOW STRIPE I ' PAVEMENT MARKERS TYPICAL DETAILS l 'I I : ir<> :( ~ "' i •z ' 0 "' 0 11 ~ -I"'\ ·t-- r l-----r ~ -- :~ 1------I I -I/ -1-l I----~-·~ r·-·-~ ,. I ' i \ \ I i \ \ I I \ ' ' I \ I \ I I l ' \ ' I I ' i ' ' i i ? L u L ~ "' ' j: -I ~ ' I I ' I I \ I I " \ I I \ ' I ' I i ~·. . I \ ' I I I \ ' -, .. ' I -\ I I \ ' ., \. .....- I\ I \ •• I \ \ I \ I I \ \ ' \ I I \ I \ \ i J \ I \ I 10•• 12-INCH GRID /\ I \ I \ V I""-, / vi \' I'... / ( , '\ \ \ I \ \ \ i I / '\ ' \I \/ I / : I ' __j 12· 1-- 37 r;P ' I I \ I ' I \ ;,,, N"-\ ,, . 0 ' 0 .. .. -----' _j,.-l 12 ., 0 ' "in r-... / / USE 8' ARROW AT FREEWAY ON-RAMPS , \ \ I \ J \ l 0 I v I'_\ , . .;, J 11 •• 1· V \ \ 7'-3" ) \ I \ I I I \ ~ t '-' "~\ / '/ . . • 0 ' ;., ----I' ,,__ "- ' ' + + - V, V I / ...._ \ -~ '\ '\ "\ I I' + ~---- 15 DI DIRECTIONAL ARROWS FOR SPEED ZONES 40 MPH OR LESS REDUCED PLAN USE SCALE BELOW 0 t 2 3 L 3 INCli~ ON ORIGINA~ PLAN .=I 36 Cl ... ' !:: 24' WRONG WAY ARROW _, .. l "' a t ;:: ti ~ " I j j 07 Ora 73 ! , .... , ... , ' ... ,,_. T3.<o I R<o.<o 110 184 QfG1S!lA{D (IVll !HC,\NH• .. o_ 12150 c,•1 "'" .,~ .September 1% 1983 5'-6" • I \ I \ I \ ':' I \ .., J \ ) I / I / I 0 ' !!! J I/ . , l ✓ ~ " ✓ I I V I V 20• 18' LANE DROP ARROW STANDARD PAVEMENT MARKING TEMPLATE SIZES \ \ 1 f~ MINOR VARIATIONS IN DIMENSIONS MAY -!· :~ L _ _:B.:.:E..:A.:.:C..:.CE~P--T.:.:E..:.D..:B:..:Y_T..:H.:E..:E:..N..:.8..:IN..:.E.::.ER ___ • ___________________ _;_-;::--:;:::;-;;-:--;::;---;;-------;---;--------------------;;-;;:-;;:;::;;;,;;;;;----------' '0"' <?LD<J([C ".A"IS O Q72Q9-Q74581 :)Ol,G•?iAl SCA.E S l?i "'IC><(S L_...._..J._-'---L.~--' .. --------.. -·------------ - ' " -, ' \ \ \ ' -- I - ' I l -I - l t ~~ ~ I ~ ~-"'- z 0 l i 1 ~ ~ ~ I CENTERLINES (2 LANE HIGHWAYS) DETAIL 1 48' I 17' I 7' I 17' I T I -1 T (:· : :::-j c:zJ o:::J - DETAIL 2 -1 48' I aw I T I 17' I T I 81ft' □ c:::J t==J □ - DETAIL 3 48' I 24' 24' I -aw I T I 8½' I I T I □ 1-:-.-:•.· .. ·J □ CIZr:l □ - DETAIL 4 48' -1 8' I 8' I 16' I I □ 0 0 @ 0 @ 0 0 -I 4· I DETAIL 5 -1 48' 12' I 36' (-.-;•··-•,< :-:-~ - DETAIL 6 48' -1 18' I 12' I 18' □ f:}:-: -:-: · :-:-• ,;. : -:3 I □ - DETAIL 7 -- MARKER DETAILS IJ!J"fftj I 0 48' 18' I 12' 0 0 0 I D.68"-0.80" .c::::::=:s-~ 0.12">0.05" ~ 0 --, _; I I 0 □ 4' I 3 25"· 0.73" I---r max.) -' 0.12" max.J-------r =~25"t ~, 25'"• 0.73" , · ·-J max. 1 C===-' r-·-- 012 rna,J ·1 ~~21 Reflective Face TYPE A & TYPE AY TYPE C & TYPE D TYPE G & TYPE H --- I I LANELINES (MULTILANE HIGHWAYS) DETAIL 8 -1 r I c::::::::::J -17' DETAIL 9 -~8½' b - DETAIL 10 -I 8' I 8' I [] 0 0 0 I 4' I - DETAIL 11 -1 12' I -,--~-,, - DETAIL 12 18' ' DETAIL 13 48' b 48' 17' 48' 16' 48' 12' ... 48' 36' ' 18' I I DETAIL 14 ... I I 12' I 0000 I 4· I 14-4' ... I ' 17' I 7' I c::::J I 7' I 8½' I c::::::::::J [I I 8' I 8' I 0 0 0 [I 18' 18' .. . I I I [I I [I 12' 1B 0000 1B 0000 1B 00 00 1B l•'I RED-CLEAR MARKER PATTERN _j_ .L 1 J.. --- - -- 11◄◄' 1--112 "'---1'4-4' 1--112 Ml.--j 1◄◄'1---300•• ---i '-.DETAIL 13 ;I I ' ---~ I .,.. I c .. .., I ..... I ,::--I -f •- 07 I Oca I 73 I n.<o IR<o.<o I I~ I IB4 REDUCED PLAN USE SCALE BELOW 0 I 2 3 t:: :, INOl~S ON ORIG1NA 1 L PLAN ::J c~ February 3, 1982 CHIE'", DIVISION TllAFFIC ~ -.......... 5eptemhe r 14, 1983 NO PASSING ZONES -ONE DIRECTION DETAIL 15 -1 7' I 17' c:::J I 48' I c:::::::::J 1T I 7' I c:::::J ============:::-::=::= - -1 I I 81/z' 7' □ r::::J 48' 8½' I II I 7' I CZl DETAIL 16 [I II -: 24' I 24' I 48' -8' 14'14'1 8' 1 24· I □ 000 [I 00© □ DETAIL 17 Ill o o o o O II o O O O O III: ~ 14'1 DETAIL 18 DETAIL 19 48' -1 18' I 12' I 18' I □ 0000 □ DETAIL 20 II o o@ @ 0 El@ @ o o o II.a: -14'1 :i: NO PASSING ZONES -TWO DIRECTION DETAIL 22 • ·.·,:.:.>:·,·.·.•-•, ·.·.·-•-•,•-·.· •• □ - I 4· I 4· I 24' I 24' I DETAIL 23 □00000000000 □ y □ e:J O O O O O O O O O O □-- PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS Sheet 1 of 2 I I ~ ~ ~ 3 1 1 07209-074581 ,o • ., oco, nn '--=:::'::::::::::::=::':='::=:::':::::::::__ _ _J__ ________________ __j___::__::_:~~:_::_:_ _________ _ -------------------~----------------~--------. ~-I f-- • I l f-- I f-- f t - Ji ' \\i 1 I J ~ ~ ~ DETAIL 24 LEFT EDGELINES (Divided Highways) -z: \. Eo;,e of traveled Qi DETAIL 25 r11 I - { ~ nf travei,)d Wilf DETAIL 26 ~ ti Z' <8' I - -+ NOTE: USE 24' SPACING ON CONNECTORS, FREEWAY RAMPS, AND CURVES HAVING A RADIUS OF l000' OR LESS MEDIAN ISLANDS -3" DETAIL 28 >--2' Fl'Wllflllll ==========='::======:r-- I 24' SPACING ON CURVES I ~ Q 48' SPACING ON TANGENT [J =========================:2". ===============:::;:::::========:!'.: DETAIL 29 - >:-2· miniml.rn ;r: ========================= □2:'. □ -I 1•·1 2•· I 2•· I □ 0 © 0 0 0 □ 0 0 0 0 Q □-□ o o o o o □ o }o o o □;r: DETAIL 30 2· mm,un -□ 0 0 0 0 0 □ 0 0 0 0 □:a: □00000000000 □ DETAIL 31 - - DETAIL 32 - I 2,· □ □ 18' I rJ - DETAIL 33 I Ill! ~~m 12' @¾?&@ ~ TWO-WAY LEFT TURN LANES 2,· 96' I lllll l'il f;'!l I I ra 2,· I 2,· I 2,· I 11111 [l !lily -• ·.·,: :-·-:-:-:-;,':'-:-:-:}-Z·&:::-·.·-X~-~M:«-w-m 11 I 10•.12~ ~$:-:-: :;:l 1e· rny-,- ·-:-:-:-=-<-:-:-}:-~2-:-·¾-·-uw1z.:❖&s..-m-r>;,;-S-::»&········· -1 2,· 1 2,· r 2,· 1 2,· 1 2,· 1 2,· 1 rnooooooooooo □ooooo □ooooo □ooooo □ooooo □_ I •· I ;r: 0 0000 ~ 0000 □ 0000 ~ I'' I I 18' I 12· I 1a· I 18' I 12· I 18' I l0'·12·• 0 0 0 0 lllll o O o o 38, 0 0 O O □:;r □OOOOO □OOOOOOOOOOO □OOOOO □OOOOO □OOOOO □- -I 96' I DETAIL 34 - I -' El!l T. .... DETAIL 35 - 2,· y [I □ ]". ll -I 2,· I fi.l! □ [I I INTERSECTION TREATMENTS 2,· I 8¼' Q 2,· I ~ I ll 2" ~,, I ,. I □ I 11111 aw I □ ··••.·.·.·.·.·.·.·.·.·.·.·.·-·-;-·3 ll II I 2,· I I:.·.·.·.-.·.·.·.··.·.··.·.·.·.·.•.·.·.·· lllll I 2,· 2,· I I! 24" 2,· Iii] I 2,· ' 2,· I E'' I t ·>.·.·.·.·.·.<·.·.·.·.·.·· ··•.··>·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·. •.• .•.•.•.•.•.•.•.•.•. ·.,;-.-.;;..•.·. -.r Ill Cl CJ ll □ l!I! lawlr\aw\awl REDUCED PLAN USE SCALE BELOW 07I Ora I 73 I T3.~ /R~.<,, I 112 I 184 0 I 2 3 t:: 3 INOI~ ON ORIGINA 1 L PLAN :=i ~-u>&-..,,2'--February 31 1982 CNEF, DMiioii OF TIIAlflC I 3 IIRIQ. _____ ,, .. 2;:ptembec 19., 1985 MISCELLANEOUS MARKINGS DETAIL 36 (Exit IIMnp TrNtmentJ -1 2,· L&lgo ......... ""11-, I 2,· I -----, [I [I [I~:· [I l ~a"soUD :HITE THERMO- ... PLASTIC TRAFFIC I 24• {J STRIPE I ....J.... &lie ......... ""I 1""11} 24• {J --, I r- DETAIL 37 (I.Jin• Drop lllarldnp ., Exit IIMnpe) I 300' I I I 3• 6' I 6' 3• 30' 3• 6' I 6' 3• 6'[1 2,· [J [J---1- 2<' [J 12' (:8 .. ~SHE~ WHlg THERMgLAS~IC □ I fl 1 .. r """ [J [J [J . TRAFFIC STRIPE. r--~ I 2,· I I 24• DETAIL 37A 300' ff I 6' 3• 30' I I I s.-• 12' 00 El 00 00 El 00 El 0 0 0 0 ~ El 00 00 00 00 0 0 0 0 DETAIL 38 (Channel/zing UneJ f ; .,..-8"SOLID WHITE THEf OPLASTIC STRIPE. [I . [I [J'r I 2,· I 2,· I ~T-- LEGEND MARKERS 0 TYPE A White Nan-fJ TYPE D T-Y-fllllodl,e G TYPE AY Yellow Nan.-,. [I TYPE G ~ CINr Adleel,e Dl TYPE C Red--El TYPE H ~ Yellow lloollccll,e LINES 1 1 4" White ~-~ 4" Yellow -DnctlonofTr...i No Scale PAVEMENT MARKERS AND TRAFFIC LINES TYPICAL DETAILS Sheet 2 ot 2 07209-074581 • : X , l l ! j - • 1. - oEl._lL 21 ~ETAIJ. 9 ---.:. . -PAJNt"' IN, S NOTES ALL EXISTING TRAFFIC STRIPE ANO PAVEMENT MARKINGS THAT CONFLICT WITH THE NEW TRAFFIC STRIPE ANO PAVEMENT MARKINGS SHALL BE REMOVED. 2. PLACE MINIMUM OF 50 FT.-41N. SOLID WHITE TRAFFIC STRIPE (OR EQUIVALENT) FOR LANE LINES ON EACH SIDE OF INTERSECTION . 3 TEMPORARY CROSSWALKS, LIMIT LINES, DIAGONALS AND CHEVRONS MAY BE EITHER 12 IN. WIDE WHITE PAINTED PAVEMENT MARKING OR TEMPORARY TRAFFIC STRIPE (TAPE), LEGEND ~ OR f THERMOPLASTIC PAVEMENT MARKING (8'TURN ARROW) 4 THERMOPLASTIC PAVEMENT MARKING (13'0PTIONAL TURN ARROW) ] PORTABLE BARRICADE n i-: < "' U) >-' "' >- n % 3 '.J 0 g ::; 0 U) m 0: n ~ ., .. >- •n I ~ / _,/" 7 JAMBOREE .c>..11,4' >-c( 3: LLI LLI a:: ... / ·'I ..,_ / ,.._ ,.._, •<; 5·' LLI 1-::, 0 a:: RD. '• IN, SOL, ID iVH/TE TRAFFIC STRIPE PA/NT 81/'l OLIO ------ INT 4 IN. SOLID WHITE TRA.fflC S MISCELLANEOUS TRAFFIC STRIPING DETAILS --2 c___j.._..j 2, l DETAIL A (4 IN. DASHED WHITE TRAFFIC STRIPE) DETAIL B (4 IN. DASHED WHITE TRAFFIC STRIPE) --DETAIL C (41N. DASHED WHITE TRAFFIC STRIPE) 1--4' ---L 8' _j ~('R REDUCED PLANS 0 ORIGINAL 'SCALE IS IN UiCI-IES L- .... U) l REDUCED PLAN USE SCALE BELOW 07 Ora 73 l ~ J PROJECTrNGINEII REG4STERED CIVIL ENG1Nl9: 3 INCHES ON ORIGINAL PLAN NO 19400 DATE .,moveo September • 1g 12s, Plll!'T'_ 8 I~. SOL~ WHITE_ TRAFFIC STRIPE -·----z --,:;-~_,-, '--...,__----,----,---- JOIN Ex1iT1Nci i-RAFF1c STRIPE ·-------___ ,._ ----- -----· ---------- DETOUR .STRIPING SHEET (I) OF (3) 07209-074581 PLAN , l I I ' I ! J i SEE SHEET (I} OF (3) FOR NOTES, LEGEND AND MISCELLANEOUS TRAFFIC STRIPING DETAILS. ,-: "' ...J 0 f- "' 0: "' BIRCH >-ct ,:: w w a: u. pA\t,11' 4 IN, SOLID WHJ ------=-r---::._"TE Tfi .JCl2 . -12!7 r . . WHITE ST. w I- :;) 0 a: I i • I ., ·_J 0 ,-,. "' .o: a,• :r f- 0: 0 z l REDUCED PLAN USE SCALE BELOW ~ 3 INCHES ON ORIGINAL PLAN J 07 Ora ! ltMf PJrr== REGISTERED CIVll ENGINEEI r-mJ9400 D,.IE ,.PPOoveo_ September • 19 1963 DETOUR STRIPING PLAN SHEET (2) OF (3) SEE SHEET (I) OF (3) FOR NOTES, LEGEND AND MISCELLANEOUS TRAFFIC STRIPING DETAILS I-' ., ...J 0 ,_ ., a:: m ' 7 .,o •• ' ~ .,...., .,v >-ct 3: lJ.J lJ.J 0:: ll. I-' . "' i l I . 1,' 0 t:: REDUCED PLAN USE SCALE BELOW ~ ~ INCffES ON ORIGINAL PLAN 3 ::.I 01 [ ora 73 i T3.<./R<,.t, 115 184 R~GISTE-ED CIYll ENGlNEH NO 194QQ o .. a '-PP~O\IED September 19,. /963 ·-,o.\111 8 \N.SOLIO WHl'l'EJR_A':Fl~:'~TRIPE " \N:°SOLID" WHITE tR ! -/ H I" l i' I I ' T p -~ ; .; _,_,\ • i 1: I DETAIL A PAINT 4 IN. SOLID WHl°11[ TRAFFIC STRIPE PAIN! 8 IN. soi..16 WHIT~ TRAFF(C STR1PE lJ.J I- ::> 0 0:: PAINT 4 IN. SOLID WHITE TRAFFIC STRIPE ~OR REDUCED PLANS D DRtGINAL SCALE 1S IN INCHES 1-\ .. TAIL B PAINT 4 IN. SOLID WHITE TRAFFIC STRIPE=?, -]~ : = .?~ -~----T ••• l.::~ --· ·••••• •p-,,._-4.JOI N_~~Tl!!._G T~~Ffl.C tr~fij_s_:_-_ _ _DI'{, _ __ 1 ~ : : --·--;,01N· EXiS'.'t_[NG~!RMFICST-filjiE_-:= -·· I ~.-') ---·· J )--, • : -nicril'.U..~+------· ~ / AINT 4 IN. SOLID WHITE TRAFFIC STRIPE i !t tt f I i : I :.J ' 'I . I • .. ii!:IAJ.L A - 1 •• DITAIL B. '.DETAIL C I : l I I I : I ! ! ! "'""'"" . • H ''. I i . ; u i.J Ci ,- <I> ' :r ,_ 0:: 0 z DETOUR STRIPING SHEET (3) OF (3) 1 012os-0145a1 PLAN ~· 1 ·':" . ' .'~~ .;r, / \ • ' l I ! I NOTES ALL EXISTING TRAFFIC STRIPE AND PAVEMENT MARKINGS THAT CONFLICT WITH THE NEW TRAFFIC STRIPE ANO PAVEMENT MARKINGS SHALL BE REMOVED- 2. PLACE MINIMUM OF 50 FT. -4 IN. SOLID TRAFFIC STRIPE (OR EQUIVALENT) FOR ON EACH SIDE OF INTERSECTIONS. WHITE LANE LINES 3. PERMANENT CROSSWALKS. ANO LIMIT LINES SHALL BE 12 IN. WIDE WHITE THERMOPLASTIC PAVEMENT MARKINGS. 4. PERMANENT CHEVRONS AND DIAGONALS SHALL BE 12 IN. WIDE SOLID WHITE PAINTED TRAFFIC STRIPE. LEGEND I G (I) DELINEATOR (CLASS 1l TYPE Q I K OBJECT MARKER (TYPE Kl 'OR f THERMOPLASTIC PAVEMENT MARKING (8' TURN ARROW) 40R ~ THERMOPLASTIC PAVEMENT MARKING (13' OPTIONAL TURN ARROW) ► ROADSIGN ( ONE POST) t THERMOPLASTIC PAVEMENT MARKING (24' DIRECTIONAL ARROW) t THERMOPLASTIC PAVEMENT MARKING (8' DIRECTIONAL ARROW) s SCALE, J",, 50 ,0111 __ --• ~All.-36' ----f p. €. €. 'l-1 P- 'Q \ \.l 1 "!, ,., --~ \'4..l DETAIL 25 A <: , ~--0U1 ~ ,. DETAIL-14 - 63 LF M.8.G.R. (TYPE I FLARE,W=4l CABLE ANCHOR ASSEMBLY ( BREAKAWAY, TYPE Al TERMINAL SECTION ( TYPE B) I TERMINAL SECTION ( TYPE C) TRAFFIC STRIPING DETAILS DETAIL C (4 IN. DASHED WHITE TRAFFIC STRIPE) DETAIL D (SIN.DASHED WHITE TRAFFIC STRIPE) "/." p. .. > o..it APPIK}vEc_u.S9"'file=rnwb,,,~r_.,(9,_, .J.JQ,.R,.3'---- L REDUCED PLAN USE SCALE BELOW ~ ! INCHES ON ORIGINAL PLAN j STRIPING,METAL BEAM GUARD RAILING,DELINEATOR AND OBJECT MARKER PLAtJ SHEET ( I ) OF (9) __ ::_,.,_ .. _ ---_____________________________ l_ ________________________ L _ _<o~•~••~•~"~"~•:<"~''-''"._"-"""''c'"'::'-'::::::'::::::':::::::=::::::::::::::::-:_ __ 1_ ______________________ _J ___________________ -:,~ ~OR R(OUCED PLANS 0 07209-074581 ' \ (\ \. ' l ' ; ' i l @ ~ 6 E 0 ~ I- :c a: PAINT 4 INCH· SOLID WHITE TRAFFIC STRIPE \ / JOIN EXISTING TRAFFIC STRIPE SEE SHEET (I) OF (9) FOR NOTES, LEGEND AND MISCELLANOUS TRAFFIC STRIPING DETAILS G(I)_ ' / 'J ·,-;_--PAINT 4 INCH SOLID WHITE .. / TRAFFIC STRIPE DETAIL 13 I I PAINT 4 INCH SOLID WHITE TRAFFIC STRIPE 12" WHITE THERMOPLASTIC CROSS WALK SCALE I""' 50' FREEWAY l REDUCED PLAN USE SCALE BELOW I 2 I I 3 INQIES ON ORIGINAL PLAN N49"f'I 1r IV ,.......--,---------- f/'5 "' "' :c "' J I • ,, .... M ... , ,._ ,., .. . . --+------->--~.:!.!:.:....-~--..~ .. =-,_, 07j Ora' 73 T.3.<o/R<o.Co 117 18"4 {j.µv-rfh P~QJECT lNGINHR UGISIE~ED CIVll ENGINEE• .,0J9400 DATE m~ovu, September 19 1983 ···------=---==== ----------------------- , .. ~ 1 ===-PAINT 8 INCH SOLID WHITE TRAFFIC STRIPE ; !C I I r::1 j-·· ··-I I -MATCH LINE B NORTJ:1 BRISTOL ST. ,-11'_; PAINT 6 INCH ~~;; WHl~i TRAFFIC STRIPEJ 12• WHITE THERMOPLASTIC LIMIT LINE ,_; 1/) w > 0 Cl i STRIPING,METAL BEAM GUARD RAILING,DELINEATOR AND OBJECT MARKER PLAN SHEET (2) OF (9) 07209-074581 --,-----, X 0 \ I , I l l j -------- BRISTOL ST. BffliT .-,;.; l REDUCED PLAN USE SCALE BELOW 2 I I 3 INCHES ON ORIGINAL Pl.AH 63LF M.B.G.R.(TYPE 7 FLARE,W=4) I CABLE ANCHOR ASSEMBLY (BREAKAWAY, TYPE A) I CABLE ANCHOR ASSEMBLY (BREAKAWAY, TYPE B) J 07 Ora 73 @$:L~ ~EGlSTfflED CIVll ENG!Nf':I NO 19400 DAT~ APPRovw September" 19, 19&3 I I TERMINAL SECTION I TYPE C )~ =='========::-=-=-=-=-=----=-.::·_:__:_:_::·--·-_Ji-' ______________ -_-_-_-_··=-=-----------------------,==:;;----;c;--=,·,-r---L~:.._r,•PA,,1e,NTL--'•!...!!1N,.._;s,.,o,!!,L,-'IDe...,WuH!!.IT!.!E'----T'-'R"A'-'FLF-"IC~Se_T!.!R,,1P:,E'----------_-------------i----------_~--:_-_-_-_-_-_-_- I L ..J!: DETAIL fl .....f12'...,- V 49•tf'.Jl"'W I 215 -DETAIL 25 -129 ROUTE 73 FREEWAY -·---... _,._ 120 i J Z:25 SOLID WHITE TRAFFIC STRIPE ,,...14,_,r _ .. ~?Alf".'_T_ 6 .1~: B~(?_KE!4 _ W~ITE -~Aff_l_C .. §..T~!P_E P!;_~ !2f;TA!1, Q . L_I I_'_./ ---------.---- NORTH BRISTOL ST. /_ _ _ /PAINT 6 IN. SOLID WHITE TRAFFIC STRIPE ,-11C7 ---;=7=---L-------;,;,...;,::r_ ----;;;!,=-=I c-=-_ ------,---__ ---1_ --------- ,-.: "' w i, 0 ::ii:: J> -► fl1 z "" z m m m SEE SHEET (I) OF(9) FOR NOTES LEGEND AND MISCELLANEOUS TRAFFIC STRIPING DETAILS ►('R REDUCE[) PLANS 0 ORIGINAL 'iCA1..E •S IN !NCHES t __ STRIP-ING,METAL BEAM GUARDRAILING,DELINEATOR AND OBJECT MARKER PLAN SHEET (3) OF (9) 07209-074581 /: ~ ' m 0 ~ z q 0 ' w ~ ! ~ \ ' !j! ~ " ~ DETAIL ~5 ' /s w u :::, il: Cf) -,o-- w w z " .. ---'"' Cf) Cf) w a: Cl. l REDUCED PLAN USE SCALE BELOW 2 I I :5 INCHES ON ORIGINAL PLAN PER DETAIL D 3 ::.J '"""·'•· ''o'''"•"' O,?_I _Qr~---~ ; 13.WIRCD.Co 119 184 DA!~ m,ovrn _--8fptember )9 1963 11.1 w PAINT 6 JN. SOLID G/_PAINT GIN BROKEN WHITE TRAFFIC STRIPE S ~ ~ WHITE TRAFFIC STRIPE AINT 6 IN. SOLID WHITE TRAFFIC STRIPE l ...J m ,,il.;c,<E..!f!::=J.c...::=.a1.5;;=-2· "-.::.:.:::..:.:.:.:..::..:.:.:_.:__.:__.:__.:_.:_:__:._::_:_.,;.,.,.c.._:.:.:.=c:...:.:.::.:.: __ _.:_ ___ -".£0 12 ,,;,"' ,,,_ __ ~_,c.;,_,~--_ _ _ _ _ _ _ _ _ _ 0=aalL!!lu _____ .c._.:.__.::_c...::c.::..:c...·~------- -_,. -;;;--_, ... -7T 117 -n,;- G (I ,i-·- ST. .£12'7 ___.,..-"]l'TAfL [___T _/f6:~"7 ....... PAINT 4 IN. SOLID WHITE TRAFFIC STRIPE G (I J1 I' K . DfiAT[·'36 ------. L.-;-OETAJL 36 9>. ~ PAINT 4 IN. SOLID WHITE,· TRAFFIC STRIPE -I -c:._DETAIL 13 ------ L,I 1 f.-_..,,----PAINT 4 IN. SCUD WHITE TRAFFIC .fil"RIPE _ _ DETAJ1.. 3.§... -DETAILl3 ' .. ' o: §! ·t -t-. w I ROUTE· 8 ' ,. 73 ·oETAIL 25- FREEWAY ~! I!,'}, --=0oiE'.Aiii1i'c""i2:as===-'----'---'-'C....:--'---"'-'-----'-'---------'--"--'---------'--'---'-'----L-::;:";;:, r'----------'---'------'-----'---'-_;c_c_c..c. ___ c..c. ____ -;Dcc.Eci,iiA"IL-"s2'"'s;:.c..""",_;;4:~=== u, DETAtLl4~0ETAIL 13 = = = = = = = = ..£12;::7 DETAIL 13~ PAINT 4 IN. SOLID WHITE TRAFFIC STRIPE DETAIL 36 12;:::r IG( 1) (3( J )I DETAIL 36 r<'r-PAINT 4 IN. 1G (I) DETAIL 25A 12 SOLID WHITE TRAFFIC STRIPE IG( /) -• \.__53 l.F M.B.G.R.(TYPE 7 FLARE W:4) IG( /) I CABLE ANCHOR ASSEMBLY (BREAKAWAY, TYPE A) I CABLE ANCHOR ASSEMBLY(8REAKAWAY, TYPE 8) , /, P-AINT 6_ l~,'.-✓S· D 1 L 7 1'D../WHITE TRAFFIC STRIPE~, I TERMINAL SECTION (TYPE C) ~~Gi~~~~~S'_f~t~i~~~~~~~-=-::-~::-~~-:-~'.',,_-~~~~:::~==~"~'~·~· ~t~_Ail~~T~--~i.J~.l-;N·.;"~:~~? ~~Ll~Dc;_~J~t~L~f~~-;T~R~A~F;F~IC~S:TR~l;P;E=~-___ _ NORTH BRISTOL ST. PAINT 41N. SOLID WHITE TRAFFICS I JOIN EXISTING TRAFF1~9-✓IPE7 ----2QO'..I..RAN~I_TI';_ _ _ 111i"....r _ _ _ -~E~ ~ ··--· _ _.......e~ t r-------------t t PAINT 6IN. SOLID WHITE TRAFFIC STRIPE r r-;-5•5' ~ r ~"' "'iii ~ Cf) w u :::, a: Cl. Cf) ~ r ;; "' "' iii -PAINT 6IN. BROKEN WHITE TRAFFIC STRIPE PER DETAIL 0 SEE SHEET (I) OF (9) FOR NOTES,LEGEND AND MISCELLANEOUS TRAFFIC STRIPING DETAILS =OR l'lfOUCEO Pl.ANS 0 Ol'l1GINAL SCALE 1S IN INCHES 07209-07458\ STRIPING,METAL BEAM OOARD RAILING,DELINEATOR AND OBJECT MARKER PLAN SHEET (4) OF (9) ' I j I l i \ 0 \ l,,- J ., ~ § ~ E 0 ~ I-:z; .. ---.:;--- PAINT 8 IN. SOLID WHITE TRAFFIC STRIPE ...ell JOIN EXISTING TRAFF JC STRIPING SEE SHEET (I) OF (9) FOR NOTES, LEGEND AND MISCELLANEOUS TRAFFIC STRIPING" DETAILS ,-: "' ' . t-1---112"WHITE THERMOPLASTIC LIMIT LINE -"•-•--m•••~---u ,)Jo•• Tl,<-----!-i ! -::::--O'ETAIO~ = "' 0 0:: ., ----·-- wr . ; lBIKE LANE 12" WHITE THERMOPLASTIC' CROSSWALK SCALE !" • ~o• JOIN EXISTING TRAFFIC STRIPING <QR REDUCED PLANS 0 ORIGINAL SCAl[ <S IN INCHES DETAIL .A1 DETAIL 28 12" WHITE THERMOPLASTIC CROSSWALK JOIN EXISTING TRAFFIC STRIPING I 07 i Ora 't--"73 ........ , .. '.,., .. ., ... JOIN EXISTING TRAFFIC STRIPING tJ > "' LLI z '.-! f ~EGISTE~EO CWI\ EN~HEER N0_!9400 DATE AP•~ov(o _,September 19 1983 l 12"WHITE THERMOPLASTIC LIMIT LINE PAINT 8 IN. SOLID WHITE TRAFPIC STRIPE DETAIL 21 REDUCED PLAN USE SCALE BELOW ~ 3 INCHES ON ORIGINAL PLAN J --·-...J_r-,...J_ -- .. 0 STRIP! NG, METAL BEAM GUARD RAILING,DELINEATOR AND OBJECT MARKER PLAN SHEET \5) OF \9) 07209 074581 ,. , j j BRISTOL ST. ' -·'-t---·------------------· -..-------·~--... ----'-, ------'-7t.,. __ )___ /' ·-- ---~~--~ NORTH BRISTOL ST. SEE SHEET (I) OF (9) FOR NOTES, LEGEND AND MISCELLANEOUS TRAFFIC STRIPING DETAILS L 8 REDUCED PLAN USE SCALE BELOW I 2 I I 3 INCHES ON ORIGINAL PLAN J :· .. ~··•·, I ,._ ;::;, 07j Ora l 73 D.<i>/R~.<, 121 IM REGISlEIIU, CLVll ENGIN!!I N0_19400 "' $ STRIPING, METAL BEAM 1 ~ GUARD RAILING,DELINEATOR j ~ AND OBJECT MARKER PLAN " "''----------------,---------------,----:-::::""'.=::--::-::::-----::----:----::-----,-------------------,---1---S-H_E_E_T_<:_:6~) :_:O:_:F_(:_:9_:_) ___ _J ~011 l'!EOUCEO PLANS 0 Oll•GINAL SCALE LS IN INCHES 07209-074581 ·,: • l I j l ROUTE q l SEE SHEET ( I l OF (9) FOR NOTES, LEGEND ANO MISCELLANEOUS TRAFFIC STRIPING DETAILS- 73 .,, "' 0 l REDUCED PLAN USE SCALE BELOW I 2 I I 3 INCHES ON ORIGINAL PLAN J FREEWAY ...... ------- 07 I Ora 73 P~OJECT ENGINEJ' .o .... ,,., <o••••••••" ·-, .... ......... T3.~ /R~.G> 122 ill-I ~EGISTER.O CIYll ENGINE~• NO 194QQ D.O.TE ... movw. .September 19 198'., "-0 o5 1--w w :r "' STRIPING, METAL BEAM I~ GUARD RAILING,DELINEATOR \ l-?,_, j ! AND OBJECT MARKER PLAN "-~-------~------r---------------,-;;:;:-:;;::;:;::-;:::;------:;----;-----;------:--r-----------------,..L--_:S::_:H:_E:_ET:.___:(.:_7:_l _::0::,_F_:<:9:._l ___ j ~0;, REOUCEI' PLANS 0 O"llGIN'll S~ALE 15 IN ;NCHES 1_ 07209-074581 1, - ---------------- "' "' "' ------- z ROUTE 3 285 SEE SHEET {I) OF (9) FOR NOTES,LEGEND AND MISCELLANEOUS TRAFFIC STRIPING DETAILS. "OR REDUCED PLANS 0 --- 73 f5 l REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORIGINAL PLAN J 07 f Or_• __ 7_3_~·~_T_3_.c.fo_l __ Rcc(oc.·!i>cc._.L::12c.:'_LCl84::_:_i @1/-rfb= PaOHC! ENGIP'<tE• REGISTERlO (IVll H<GINEEI r.o_ 19400 DAI! maovrn ... Septemhe[ 19, 19A3 ...•• ·····"1··· TRAFFIC STRIPE zqo --....._J...--------- 1 FREEWAY ;,>. ' ---·-------+--------- ,, ·---~-----·-----·-----··· STRIPING,METAL BEAM GUARD RAILING, DELINEATOR AND OBJECT MARKER PLAN SHEET (8) OF (9) ORIGINAL 5CAL( >S •'I INCHES Q72Q9-Q74581 ROUTE 73 ' I' 1 ····----I--------·----------+-·---··---·-·-··-+-··------ ----.... ' ] l SEE SHEET (1) OF (9) FOR NOTES, LEGEND AND MISCELLANEOUS TRAFFIC STRIPING DETAILS. L REDUCED PLAN USE SCALE BELOW I 2 3 I I 4 ll lHCHES ON ORIGINAL PLAN ---1 @!~ P•OJKI ENGtNH• REGISJERlO (IVll E"GINH• NQ __ l9400 o ... n ..... ,ovrn ,September 19, 1963 FREEWAY 6 7 ~ I ----- . ···---· - 1 ~ STRIPING,METAL BEAM ·~ GUARD RAILING, DELINEATOR t ~ ; !i! AND OBJECT MARKER PLAN t ... ~·'-----------------,-----------------r----::---::---::----:------:r---------,-----------------.,..l----s_H_E_E_T_<_9_>_o_F_<9_> ___ _J ~OR R(OUCEO PLANS 0 O'ltGINAL SCALE IS I'! INCHES 07209-074581 '-'-.. ---.... , .. ' I'::" 1.:= REDUCED PLAN 07 Ora 73 T3./,/R(oG, I 1251184 USE SCALE BELOW (].MM'6J., 0 I 2 3 i::: I I '.:1 , .. c,,.u, HG•Slf.:O &!\.b1:r"" 3 INCHES ON ORIGINAL PLAN D•·1 v•10,rn _ _.September 19 1~83 STRIPING AND DELINEATION QUANTITY SUMMARY PAVEMENT MARKER PAINT TRAFFIC STRIPE a"THERMOPLASTIC THERMO-REMOVE REMOVE LOCATION -OESCRIPTlbN NOl+-REFL REFLECTIVE (2 COAT) TRAFFIC STRIPE PLASTIC e PAINT THERMO-PAINTED CROSSW~ PAVEMENT TRAFFIC PLASTIC STRIPE a TYPE A TYPE C TYPE G TYPE H 4"DASHED 4 • SOLID 4"DOUEiLE 4"0ASHED ◄" SOLID 6"0ASHED 6~ SOLID e• SOLID 12" SOLID a•SOL1D e·oASH£D PAVEMENT MARKING TftAHIC MY[llfNT YELLOW YELLOW YELLOW WHITE WHITE WHITE WHITE WHITE WHITE WHIT[ WHITE MARKING , ( l""OOAn , SHtrPE MAlltKING EA EA EA EA LF LF LF LF LF LF LF LF LF LF SO FT SO FT SQ FT SQ FT DETOUR STRIPING PLAN SHEET ( I) OF (3\ - -80 ---3 200 3,550 3,950 -950 600 ---100 -800 " " " " (2) " (3) --20 -200 400 I 5--1 600 ---100 -600 " " " " (3) " (3) --30 -- -1, 150· 2,550 2,600 - -550 650 - -100 -600 STRIPING PLAN SHEET (1) OF(9) 320 (0 290 70 -3_SQO -2,200 5,_409 -- -750 1,150 1,100 ---.1,200 --------~---- " " . (2) • (9) 320 10 (80 (60 -4,000 850 3.650 6 300 -400 600 450 560 -700 -400 " . " (31 " (9) 320 10 200 60 -3,700 -800 2,450 200 1,000 ----250 --40u " " " (4) " (9) 490 40 290 80 -5.100 -3.450 6 550 400 2,450 -600 1,700 250 --400 " " " (5) " (9) 420 10 350 -550 3 200 1,100 5,000 5,500 200 1,750 1,400 100 400 1,200 1,800 -200 1,200 -. " " " (6) " (9) 270 -200 10 -2,500 150 2,400 -150 200 270 1150 -100 " " " (7) " (9) 370 5 290 - -I 000 -150 3,050 - --150 750 2 300 -- -100 ~ - " " " (8) " (9) 170 10 200 ---2100 ---1,050 1,750 -100 - " " " (9) " (9) 40 5 40 --- --~o ----. 570 -- --100 --~ STAGE CONSTRUCTION PLAN a MAC ARTHUR BLVD UC 60 2,600 2 700 l 200 BENT NO. 2 --------- ------- --~---·-------- I----. " --------r----- • SUB TOTAL 2:720 loo 2.230 380 750 23100 6 700 25 600 45 300 800 5 600 3650 3 800 6 450 7 500 3.000 300 200 7200 -- j TOTAL 2720 2,710 113,300 6,450 7,500 3,000 300 200 7,2·00 - SUMMARY OF DELINEATORS AND OBJECT MARKERS ' I LOG AT l ON DELINEATOR OBJECT MARKER I TYPE G (CloliiS I) ( TYPE Kl ' SHEET (I l OF (9) ! 14 - ! SUMMARY OF METAL BEAM GUARDRAILING (WOOD POST) " (2) (9) 36 -CABLE ANCHOR TERMINAL SECTION j " ( 3l " (9) --L 0 C AT I ON LF ASSEMBLY (&!IEAKAWAY) -TYPE A TYPE 8 TYf1E 8 TYPE C " 14) " (9) 20 2 ' BRIOGE APPROACH AT ' " (5) " (9) 2 -MACARTHUR BLVD_ UC 126 2 -2 2 ii " (6) " -( LEFT $ RIGHT) t (9) 3 " 17) " (9) • -FREEWAY STA. 226 +00 (LEFT) 63 I I -I 11~ " " z (8) (9) 4 -FREEWAY STA. 230+00 (RIGHT) 63 I I ,o -I ,0 .~ " (9) .. (9) 3 !j ~ ( 1r ~ TOT A L 252 4 2 2 4 TOT AL 86 8 -~a:: " .. "' _.c rs "· ,. .. s ' ' , :JQ•C,•,.-"c SC~.! ' ,, •'<C,.f 5 07209M074581 ------- t:· X X ~x----_J RTE. 7!J rWY. 0.(i. X SECTION A-A ${'>Q-/~.· Alon.- L.O.t. X POST AA/CI-IORAGE ,?ETA" 5'co/e: /./one u. FOR REDUCED PLANS ORIGINAL SCALf J<; IN INCHES 0 3 Co,••> 07 Ora 73 ......... n~-;R;G, ',=' .:.:::. 12G, 184 REGrSTER!:D c,vit rn-OiNEER - NO, f'2t)_fi7_ DAI€ APPROVED ___ _S_epte.tnber. _ .J,Cl,._.J~98"'3'----- L REDUCED PLAN USE SCALE BELOW I 2 I I :S INCHES ON ORIGINAL PLAN 15 e. Y. fQSZ l.6S 41 t:. Y. !9 C. Y. ~ C.Y. J RETAINING WALL N0,213 CD NOTE, Plans for barricades mode of wood ore shown. 2"x4 .. x31-611 1/4' x 5" Lag screw i'x411x31-811 Spacer 211x611x41-611 Barricades may be mode of any combination of wood,metal, or plastic as approved by the Engineer. r 'b!j:~ _ i'x411 Filler block White Stripes Reflectorized Orange Stripes Reflectorized >----\---4-'-' --'Oc." _ __,__.., brmrrv:::-:rryr;ti_ I6d Cement coated nai Is 2"x8"x4'-0" Roils 2'-3"_j NOTE• FRONT VIEW END VIEW TYPE III BARRICADE Roils facing traffic to be reflectorized Where weight needed to resist overturning by wind use sand filled bags All timber to be S4S. All dimensions are nominal lumber dimensions. Use ~8 11 Machine bolts with nuts and cut washers. Use 16d Cement coated nails for fastening 2"x811 horizontal board to 2"x411 vertical posts. Use ~"x511 Lag screws for fastening 2"x4" spacer to 2"x611 bottom support. PUBLIC ROAD INTERSECTION R•32'. B•12Q' 12' --_i--I00 Edge of -,..,TR __ 25 , Traveled Way Variable Variable Edge of Traveled Woy PRIVATE ROAD INTERSECTION Surfacing TYPE C ( LOW DIKE) r-:;67'7----"'----1 I ____3-R•0.08' 050' __ _, _ Level Line _ _ _ _1_ 0.15'Min.--• L 217'-----< ~Shoulder Edge TYPE D (MOUNTABLE DIKE) ,,,.1 1"! • ,,,. 1 IJ --· ~arioble cut slope . .--;----.,,. Fill and compact with excavated 0.5 '/:,,, ! material to top of dike 0.15' min./I Shoulder Edge"_ 3' TYPE A ( HIGH DIKE) 025' I0.4~' I min Variable cut slope • Fill and compact with excavated 0!511-:-,<.,/ material to top of dike t 100'7 ' ,\ --. R•0.08 I\ R•0.08' 0.33' ' . -_l~~.V!! hj~ --_L 0.15 '"·-· 1----1.33' ::-:----j 1--shoulder Edge TYPE E (MOUNTABLE DIKE) -~--~·~✓~ ------;-f :---, ~~""--.. Compaci A. C. against excavated face 0.15 min. --1 ! ,i'.0.42 ~ I or steeper Shoulder~ min TYPE B ( HIGH DIKE) To accompany plans dof~d 5eptc:rnbe,,-11:J. 148 STTIICT PH E P<,SI r,l,IH • l010• Pro Cl 07 Ora 73 T:3.6 R:6.6 127 164 ~, . £ ~llKt:,{J'.- REDUCED PLAN USE SCALE BELOW 0 I 2 :::f r I I I--3 INCHES ON ORIGINAL PLAN REVISED STANDARD PLAN SUPERSEDES PLAN SHEET A 73 PAGE 9 OF THE STANDARD PLAN BOOK DATED JANUARY, 1981 ASPHALT CONCRETE DIKES TYPE III BARRICADE DIKES AND ROAD INTERSECTIONS RSP-A73 ------- -<f> O.IOB"Nom. L~32, 3" Slots ~,i'Dio.Hole TERMINAL CONNECTOR _.,29;321ll't8' Slots for Splice 8 ol ts Terminal Connector 11" Radiu Return Section OPTIONAL DESIGN TERMINAL SECTION ♦ , ~.foia Hole .. -CD TERMINAL SECTION-ELEVATION r---~ "'"' /(Ref) " :G",s": ' :jr 1D.FPost1 I ' ' ' Tr1m Post lo F,1-----------\, 36" _¢,_ _ .P 45° ·tend ~4"i4~4'l l-2-~ ~ , Two 12 ~~i' I 18'' 2" TERMINAL SECTION TYPE C DETAIL A Corners 24"Dia. concrete Steel or Wood Line Posts Typical Post Spacing 6'-3" To occompony plans doted 5@pt,e.rnbpr 19 /983 r;;· rt~ru(lp~~-;-6 'i'~ ;o;rl ;t IT!I ~{f-c6 footing E(_~ns~ Bock of Rail for Straight Section I CHIEF\OFFICE OF TR f'F1c ENGINEERING REGIS ERED CIVIL ENGINEER NO. 11210 ¢::J Traffic Toper or Flare accordmg to Plans PLAN 6",8"D.F.Post See Note 2 ELEVATION 1"010 x7"1ong stud Threaded entire length 5%" 16 .... N 0 ' -,,, ~ <D "' SWAGEO FITTING AND STUD 6"x8", 5'-4"0.F. Post \"Cobio 611.118".115'-4" O.F. Trim Post to Fit !!l;fi'♦ Cornoge bolt w/hex nut and cut washer Concrete Anchor Concrete Anchor 12" 16" 5;9·•Moch1ne bolts w/cut washers on front face Total 8 1Vis" e holes 4,-. Anchor Plate 2 79· Dia. hole Ground Line 18" 1-:-;r--, -1 1 I I I 11 ,J 6X6-W3XW3 LL 1;.--u _ r-. __ r--. --:; ,...-.._ = _,.., Welded wire fabric --i -.... -1 f ~ -r 1, , r1 , 1 r l I I 1 ! 1 I I I I I I I I I I !1 L .. _-..r '=-:. +J =-+~--24"Dia. Concrete Ancho~ ----~ "-_:. &_-_...i_t-:. ~ (Two Posts Only) ~ ~ Porllond Cement Concrete Footing Typ. 12'-6" added for uble Anrhor Assembly(Breokowoy) l Terminal Section Type C REDUCED PLAN USE SCALE BELOW i ~ 3 INCHES ON ORIGINAL PLAN J Hex nut for 519"♦ bolt Either full penetration weld or bend to fit 14"wold AH'ttOYf.o July 1.1980 %"• Machi no bolt •/cut washer on front face ot neutrO, axis of roil. Neutral axis Molal Boom Guordroil SECTION A-A PL 3"x274", ~£ I" d 1/4 weld all oroun Hex nut for 1· stud 1"Dio.stud I ¼6 Dia. hole in ~• Plato Standard swaoed connection far3t.i''coblo ANCHOR PLATE DETAILS NOTES I . Used with Steel or Wood Post Guardrail 2. For Trailing end of guardrail adjacent to one-way roadway omit Terminal Section. Next to lost post to be a Line Post. 3. For details not shown see Standard Plans. 4 Posts to be centered in concrete footing. REVISED STANDARD PLAN REVISED STANDARD PLAN SUPERSEDES PLAN SHEET A77-E PAGE 20 OF THE STANDARD PLAN BOOK DATED JANUARY, 1981 Form socket in concrete to receive 6 11.118" Post or place concrete around 6"x8"Post wrapped with I layer of V2'thick expanded polystyrene foam sheeting. CABLE ANCHOR ASSEPYELY (BREAKAWAY) RSP-A77-E i l p 2' ··" r~ C E ~ .. " I I " It " w ' ETW * I' min. where lateral clearance limited URBAN LOCATIONS 12'min.-30'mox (See Notes) .,-·I ET.W RURAL t-~ --~ j_. ,- ----- LOCATIONS " " ,, " " To accompon~ plons dated ~S"'""'""tc,ee,me,be,~,:;_,~/cz9,. '-''9'-'0"'3'---- --~ rr r ,' ;.?, , 11~.-~vt.--_ CHIEF, OFFK:E Of TfAFFIC £NG1N(;_RJ,I(, RF,ISffREO CIVIL EM31t£Ell ',Kl 11210 REDUCED PLAN USE SCALE BELOW 3 0 i.:: I 2 I I 3 INCHES ON ORIGINAL Pt.AN ::..I CONVENTIONAL HIGHWAYS AND INTERCHANGE AREAS NOTES l~~min.-30'mo~ (See Notes) - p * 5 1 min. of 30' out REGULATORY AND WARNING SIGNS ANO ROUTE SHIELDS FREEWAY AND When clear roadside recove,y oreoas are, provided, s1ons shall beo placed as for from the eodoeo ot troveoled way as po11ible, up to a maximum at 30 feet. W~tn ponible they shall be placed in protected locotrons. Sions in medians shall be placed at midpoint of median up to o maximum distance of 30' from •do• of travel~ woy. When appropriate, signs for opposing directions shall be placed back to bock ET W. = Edge of Traveled Woy 12' min.-30'mox (See Notes) r-------------1 I I y-----------I I I ------,__________ __J r----------, --------c -_-- 1 ~---l I_______ ---+socondo,y pon•I . P1 I I ~:: S IJII 11 ...., E ljll 11 ETW EXPRESSWAY LOCATIONS ·,01 ljl I I I ljll 11 ··----ljll I 1 fli I I ,, " u GUIDE SIGNS I I REVISED STANDARD PLAN Supersedes Plan Sheet S4!-3 Page 183 of the Stondord Plans Book Doted January, 1981 ROADSIDE SIGNS TYPICAL INSTALLATION DETAILS NO. I RSP-S41-3 ' t -><--- . l l J i " "= Length of Sign Panel See Note I See Table I for post spacing 11C11 and overhang "e" See Note 2 See Note 3 See Detail F ., ., ., 0~ :~ "' ., 0 z ill c V> :ii • 'J 'o ,= -,-.. "' = .! WO ' z ., ., V> iei-,-'•1 I I I I t4-<t.-~_Panel_L__j 1 _ I I --W-----------,y- -1$1 ________ !!L_ Wii. Sign Panel Splice IOI I 1 11 lol lol 1r Ground Line Granular Backfi 11 State furnished sign panels Laminated Type B ., 0 z "' = ~ WO ' z :ll V> rt_ Sign Laminated Wood Box Posf----I Breakowa y feature see Detai I G See Nate 6 ELEVATION END VIEW * Dimensions shown on project plans are for fabrication. At time of installation adjust these dimensions to provide a level sign approximately 7' above roadway shoulder. See Nate 4 1 ('.035" thick Galv. ,::1 •~ Meta I Cap Flat Metal _j_ -::. Washer ---,,JI',·,==~ ~ 11 Lag Screw•--,r, Galv. Nails Sign Panel----lU,>~---.._.JJ Maximum diameter of holes is 1" DETAIL F _j rt--Saw Cut Near and For Side 2" _Jyp ~~~~~~~~u GALV. METAL CAP .- 1=-__ j~~"'-"'-,i-L_S ___ i_gn axis ~ TYPE L POST TYPE M POST DETAIL G SECTION A-A "a, "" ,= TABLE I SIGN PANEL SIGN PANEL MOUNTING LENGTH OVERHANG HOLE (See Note I) SPACING 11All 11 811 Ucll 8 -d' 1811 51 -d' 9-d' 22'' 51 -4' 10'-o" 2411 s'-d' I 1' -d' 24' 7'-o" 1t-d' 30" 7'-011 13'-011 3011 a'-d' 14'-o" 3011 9'-011 15'-o" 3611 9'-o" 161 -011 3911 9' - 6 11 11'-o" 3911 Id-611 ,a'-d' 4211 I,•_ d' 19'-d' 4511 I 11 -611 2d-d' 48' Ii-0" 21'-d' 51 ° 12' -6' 22'-d' 51" 13' -6' 23'-d' 54" 14'-d' 24' -Ci' 57" 14'-6' TABLE 2 MINIMUM POST. EMBEDMENT "E" FOR TYPE L POST llh~' TOTAL SIGN AREA(s . ft.) or 40 90 140 190' 240'" "hRII to to to to to (in feet) 90 140 190 240 290 91ol~ --~·-6.51 7.5' 8.5' 9' ~t9J7 6' 7' 8' 9' 10' 17+1021 6' 7.5' 9' 9' 2I•to26 ·-7, 8' 9' REDUCED PLAN USE SCALE BELOW 0 I 2 3 r-I ' _j [).I.If mROvi:0. J.1.me_ 1.8..._lli_S='----- I---3 INCHES ON ORIGINAL PLAN NOTES: I. See Project Plans for: Location of each sign . Length of sign panel 1'A1 : Depth of sign "o". Height "hL" and "hR°' of centerline of sign above ground line at each post. Type of post, Lor M. See Standard Plan S4I-3 for other details. 2. "e" indicates location of 3;e" lag screws and existing holes in panels. Log screws ore to be embedded at least I 1;2" into post. 3. "x" indicates location of additional 3te" log screws required when the depth of sign panel (d) and the length of sign panel (A) are as follows: .JL A 6011 1i-0"10 24'-o" 54" 19'-o"to24'-o" 4811 21'-o"to24'-o" 42" 24' -o" 4. State-furnished Type 8 laminated sign panels are 11/e" thick for sign lengths of 15 feet and less. Panels over 15 feet in length ore 25t8" thick. 5. Embedment "E" for Type L posts shall conform to the requirements in Tobie 2. Embedment for Type M posts shal I be 6 feet minimum. 6. Diameter of post holes for Type L posts shol I be at least 30 inches. Diameter of post holes for Type M posts shol I be at least 24 inches. REVISED STANDARD PLAN Supersedes Plan Sheet S43-A Page 185 of the Standard Pion Book Doted January, 1981. ROADSIDE SIGNS LAMINATED WOOD BOX POST TYPICAL INSTALLATION DETAILS NO. 3 FOR ~oucED PLANS o Revised June, 198! RSP S43 A ___:_:•~::.·:::~•...:,·"c:"cc"...:•:.._· _--------------------.-L-------------------~-~o,_,c~'"~"-'~c_,c_, ~"-'-" -''°-"-" '---==='=::::::::::':=:'::::=-_ _[ ____________________ L _______ _j_~:'!.__-_:::!._~~-~-L N w w Note· E Proj~ct~d Length Roadway ELEVATION TYPE 18-3-80 23-3-80 27-3-80 * Hand h.0o:cle'---• ..._ -@ AorB Foundation C) l/4 ~/e''-HNCx 1~'4'' lg rl,;cec_=_=-f'f_= _=~,--HS cop screw, tot 3 Tap pole plate Chased edges for elect. conductors 1/4," gusset It's top,bot a sides DETAIL W LUMINAIRE ARM CONNECTION l I 0:2391" t_hick,48 .ksi yield steel_ moy be substituted tor O 3125" thick.40 ks1 yield steel if Detoil A with tot1gue resistant weld Is used See Note 8 on Sheet ES-6S SECTION A-A ELEVATION Pole Wind Load elocity Type Cose mph A Min Height Bose 17-3-80 30'0" 18-3-80 1f·6" 19-3-80 I9A-3-80 -3Cfo" 103/4° 35:0· 3 80 If! a" 3o~op 11 3/a 35'-o" 30'0' 35~o· 121/8' 27-3-80 17' o· SIGNAL ARM DATA POLE DATA OD Top 61/a" si,'16 6'>'{ 51~,. 8 7/16 "il/411 -6518' 8" 75116 93/4" Thickness 0.1793" 0 2391" • 0.3125" Alternative Section 8 Length Boflom Top I0'-o" 8" 6'{~" None 10~0" 8" 6'>'s' -15'-o'' 5'"1• None 10'.({ 8518' 71)4' 15~0· 65/a" 10!0" 93/8' --8.- 15~0' 7s;;51 None Camber the pole shaft to compensate for dead load pole deflection. BASE PLATE C DI 02 Thickness 1611 15" 17" !61// J5" 11/4" 16" !8" 17112' 1112" 17" -;:·· See Note I SIGNAL ARM CONNECTION DETAILS ARM DATA P Mount1n Height Thickness f-C3~0c.,cc0i=r23cc5''i'O¼', Pole Pole 0,1196" i!"See Note DATA LumInoIre S1gnol CIDH Anchor Bolts Size lltz"x54"x6" I3/4"x60"x6" 2" x 66"x 6" Bolt Arm Arm D1ometer Circle 15 11 6'-I5'_[g] 20' 25'orllQJ 2' -6" 6'-15' 12'] 35' 17 I; ,, 6'..·-'-15;=,'c'. i'il5ei-t----t------1 2 61-15' 12' 6'-15' 15' 40' o,@fil 31-611 None 0 Indicates arm length to be used nl ss otherwise noted on Ions. PILE FOUNDATION Depth Remforced 7'-o" s'-o" Yes ' L REDUCED PLAN USE SCALE BELOW I 2 I I 3 INCHES ON ORIGINAL PLAN 0 ' i-- 3 ::.J 07 OrQ 7., T.3.6 R6.6 131 \~ -~a:::C< < <:! e.? CHIEF, Off!CE OF STRUCTURESOEISGN lt~GISTEREO CIVIL ENGINEER NO. 9013 ,U>PROVEO JUNE ! 1, 1982 M__cPccro,.,_Jc,_eccct.ccedc_cLc:ec:nc,g:.:lhc___, Bock of ~ fixture 7 C) -~ AorB :r CL _._ ___ R_o_odway Handhole ·@,,._~..,~~~_J__i BASE PLATE u e or Foundation ELEVATION TYPE 17-3-80, 19·3·80, 19A-3·80, 24-3·80 24A·3·80 26-3-80 26A-3·80 REVISED STANDARD PLAN Supersedes Pion Sheet ES-60 Page 219 of the Standard Pion Book Doted January, 198 I TRAFFIC SIGNAL AND LIGHTING STANDARDS CASE 3 ARM LOADING WIND VELOCITY=8OMPH ARM LENGTHS 2d TO 45' RSP-ES-6Q Revised June, 1982 I ( ( 1 ~ ~ ~~' ~·;@'""'~, , ... '~~, """ O LJ~ __ JciJ to--.... It," Coupltng 0 ~ ES-6 ] 6 ,__ unders~de ~ Det U O ~ ES 6 ~--"-0~ 22 x 39• ~ I -J:::::::-.-_ • / Del T 3@12" Sign, I 551bs ' / ~ 6'-o"x22" 65lbs/ o /I' ,~ Internally Illuminated Sign '~ '/ , C '(@) AorB e . 0 ' J: ,,,.-Roadway Handhale------. ELEVATION ·@ J orB ' Note' TYPE 18·4·80 23-4-80 27·4· 80 Foundation --- l. 0.2391 11 thick, 48 ksi yield steel may be substituted for 0.3125" thick, 40 ksi yield steel if Detail A with fatigue resistant weld is used. See Note 8 on Sheet ES-6S SIGNAL ARM DATA E F Projectec Min. Lenath Soocina G Min I HS Cap J Mounting H OD Thickness Boll Screws P!ale HeiQht Al Pole Circle Size 22'-7"+ ~i_ s" 0.2391' 12" 12" 23'·0'! 16~0" -811/16 13''. ... ll/4'~ 7NCx.3'' . .Jt'. __ 93/a" 0.2391" 231-61 ~ 101/16 X 30~0" 13" 1311 - K Arm It ThrCIH"!eSS I¼" ----- I 1/z'' ------· <t ~ 1i m 0 L "' Pole le. .,:.hrckness 1112" 13/4" ----- I 07 10ra 173 t T.3.61R6.6113211841 ,>k~4€ Ol'ii"iif.== CHIEF, OFFICE OF STRUCTURES; 7i RFGLSTER[O CIVIL [NGIN[[R NO. 901:S H.S. hex. head ~ cop screw. Total 4 : "--1 I I -' ~ '?,:1 '-'~2" pipe REDUCED PLAN USE SCALE BELOW UPIIOVED-~J~U~N_,.E_,_,11~, c_l~9~8~2 __ _ ~ Tap pole plate 23/a" ♦ hole, chased for 1/ electrical conductors I '@ : ', ES- AorB I j} -I J 114" Typ V c------.. - SECTION A·A ELEVATION Projected Lenqth SIGNAL ARM CONNECTION DETAILS I I I I I --di 1 / 1 It,4'fl top -".': .--1 1 bottom 8 s-....._ " -----J sides. / 1 -&--........... ........._ a--Chased edges ,-I 1 1: I /--GalvcmIze drain ~ 4,z ;_;__' 11 I holes, 2 both " .._ I I sides I d I 1<:'::=:>-s-----) -"-0-~---<T ',•• V ' yp. ~' ' 1<0 ~ F r----~X~----IH ~ ~ l 3 INCHES ON ORIGIMAL PLAN j E M Projected Length I Pole z LUMINAIRE ARM DATA ~'\_ ~ ~ _ ~ 1--(l Sign i~ ~~ ~ I) ,,.. I II C.t::. -,-0 . -~ ~, /2 Coupling , ~g' Q O ~onderside( ~ ~ ~ 0 22" X 38" 0 --............_ -----6 1--- M N Min P Mountino Heaaht Projected O D Thickness 30·0" 35·0.r Length Rise At Pole Pole Pole s· -o" 2'-o":t 31/4" 31~s" :t 36~6q.: ,_,s'-' _-_,o'-"__,.,,2_'-,,,6'_.,'!"--·~3-112" 32 '-o" + 31~ o" ± 10'-o" 3'_3"~ 37/ia" 0.1196" ~-2'-9"~ 37~rr 12' -o" 4'-3".t 33'-9"± 38~9"± Jf_-_o~ ~-•-~9~":t~-4~1/•~·-· _,__ ___ ,_,,3-'-4_'-3"-'_,' ±'--'--_,3,.,9'-'.,.3'--" ±"-' Q Section X -<>-Length Thickness Ma, 23° 10'-6" - 2 I 0 -~---- J0~0" 0.3125' 15 ° -is!o" 13 '-o" ...,.See Note I u BASE PLATE 3 (s) 12" ' S-6 - -S,gn ~ -~ Def T 55 lbs DetU I~•~-"II 6'-o", 22" 65 lbs J ,,.._ Internally Illuminated Sign Q Sectio,, c ·e .. ~ b ~-, AorB ;... /Roadway ELEVATION TYPE 19 ·4 ·80, 24A-4-80 19A-4·80, 26-4-80 24-4-80, 26A-4·80 Foundation -e "' J: a. <t Wind Pole Load C--~----P_O~L_E_D_A~T~A _______ ..J--~--B~A_S_E~_P_L_A_T_E~_D_A_T_A ___ ~ Lummoire Signol CIDH PILE FOUNDATION Velocity Type Cose A mph Height Alternative Section --~--'Thickness B Bose Top Length Bollom Top Min OD C DI 18-4-80 17-0" None ~--··-·-· -30~0· 19-4-80 l9A·4·80 35!.Q" ,~o· 8 11116 7s7;~ 17" 161// ~----1s~o· 55;~• 23·4·80 11~0· None -24·4·80 4 80 30:0" 10~0·· 8' 24A-4-80 -3~0ff 26-4-80 30!0'' 15'0" 9:}-8' "75116 ___ .:...:..::.._ 10~0" s" 18" 171/2 26AA·80 35'0' 15~0" 75/i'[ 27-4·80 17!0" None Comber the pole shaft to compensate tor dead load pole deflection, il:"See Note I D 2 Thickness 15" --··· 16" ·~ 17" Anchor Bolls 2"x66"x 6" Bolt Circle Arm Arm Diameter 25'or~ 2'-6" 35' -·------ 40' or@fil 3' -6" None IT Indicates Orm length ·-,o be used unless otherwise noted on nlans. Depth Reinforced s·-011 Yes REVISED STANDARD PLAN Supersedes Pion Sheet ES-GR Page 220 of the Standard Plan Book Doted January, 1981 TRAFFIC SIGNAL AND LIGHTING STANDARDS CASE 4 ARM LOADING WIND VELOCITY=BO MPH ARM LENGTHS 25 TO 45' RSP-ES-6R Revised June, 1982 Slip fitter for MAT mounting is shown. Use MAT or MAS as shown on plans. ~ / Signal arm DETAIL S -SIDE TENON 2"std pipe Inside ground smooth for wire protection. PIPE E Projected LenliJfh 4" Raint1ght cop Pipe tenon Signal arm SECTION A-A 1102391" 1\ TENONS ~v•' 30° mox,mum """" ,,,,. 1./ ,~1 · 0375" IL ~~ min. o DETAIL F Fatigue res1stant weld 2" Std. pipe, chased I -l for wire protection-----l_ _ I 4" 3" I ~Signal arm -Tight fit 211 Std. pipe, chased for wire protection DETAIL TS-TIP TENON 1/4. It. DETAIL TL-TIP TENON This detail supersedes Detail S when so designated Signal arm 4" x 6 112" hondhole reinforced With ring welded to outside of pole See Note 4 O 1196" c9ver plole Located 1n same quadrant os most arm ti _ +if ,:'..t=_ 'ooL____i== I I 11 11 , , , , -.µ_ 1r 11 , , , , 11 11 11 1, L1:_1 I' I I , , I I , 1 'I -'>'-,1r-~ To accompany plans dated Scpf@Pe: 12 IW D<STq,:-t OU ... T E Po,, .... , .. Toto• .... 0 ct -l' 07 Or-a. 73 T,,. b ~ 6. 6 13:, 184 CHIEF OFFICE OF STRUCTURES DESIGN REGt9TEREO CIVIL ENGINEER NO !Kll3 APPROVED, __ J'-U'-N_E __ II~, _1_9_8_2 __ _ Anchor bolt -thread top 8" and galvanize l'-01 I I ASTM A307 J f anchor bolts , 1 a--1 I- I I '1 C~J 1-s-1 Size of anchor bolts is "ax b • c1~refer • to tables on standard plans. HANDHOLE AND ANCHORAGE DETAILS Wall Thickness 0. 1196" 0.1793" 0. 2391" 0. 3125" Hondhote reinforcement ring NOTES: 1" x 114" Bocking --+-----,', ring Tock weld 5/16 1/e This detail shall be used for 2 ply poles ELEVATION 8 @ (;?) ~ See Detail F and Note 8 ------- ELEVATION A PLAN PLAN OF :.'.IL 8 DETAIL A ALTERNATIVE BASE PLATE DETAILS Outside face cover 0. 1196" 0 1797" 0. 2391 '' 0. 3125" Slits not permitted with Detail F 5116" Allen head socket cop screw, flush with cover. TAMPER RESISTANT HANDHOLE COVER IDENTIFICATION NUMBER Use SL for special load case hole in L 2 3. 4. 5. 6 7. 4-ASTM A-307 anchor bolts are required for each pole. Provide o hex nut, leveling nut and 2 washers for each bait. Luminoire arms shol I be round tapered steel tubes, maximum toper 0.14 inches per foot with on end section 2 3ta~ OD for mountir,_g hardware. Extens1ions of 2" std pipe about 7" long may be used al the option ot lhe manufacturer. Signal arms shall be rou{ld, tapered steel tubes, maximum toper 0.14 inches per foot. Hondhole reinforcement ring to be l/4" 11, 11/2" for 0.1196" ta 0.239J"poles, 3;8 "x 2" for 0.3125". In lieu of the lorque requirements for HS bolts, cop screws shall be fightened by the turn-of-nut method 1/3 turn from a snug tight condition. No washer will be required. Comber pole shafts for types 24 a 26 as required to com pan sate for dead load deflection. Detail A base plate wel--ding details may be used to weld signal arm to signal arm plate if the connection is norn:ial: This does not include o skewed connection such os the lum1na1re arm connection. 8 Detail A with fatigue resistant weld, Detail F, is required when Contractor elects to subStitute 02391" thick,48 ksi yield steel for O 3125" thick, 40 ksi yield steel in signal arm or pole. See Sheet<J ES-GQ and ES-GR REVISED STANDARD PLAN Supersedes Plan Sheet ES-6S Page 221 of the Standard Plan Book Doted January, 1981. TRAFFIC SIGNAL AND LIGHTING STANDARDS DETAILS NO I RSP-ES-6S Revised June, 1982 r ( ( .,. 197-#30 BVC Elev 41.048 +6.00% Class 70 or45 Driven Concrete Piles Specil'ied Tip Elev. ,f;but I -18. 0 Class 70( Jeni 2 -18. O buf 3 -//, 0 Class 45~ but. I Ret /Val I -5, 0 Q)~ but 3 Ref Wall -30 Q) - Abut I Dofum Elevofion 0.0 198 Curve Data 12-500' .a -52"/5'4/N T-245.280 L~45G.06 7 12.C. -1.44 % per .sta. 600' v.c. PROFILE GRADE no scale Tofol l@nQfh of" Br1dqe"' 324'-0" measured 172'-0N I I 199 ELEVATION l"=Z01 olona ,t, North Bnd i2fe. 73 152'-O" 201 APPROXIMATE QUANTITIES FURNISH PILING (CLASS 70) DRIVE PILE (CLASS 70) FURNISH PILINr. (CLASS 45) DRIVE PILE (CLASS 45) PRESTRESSING CAST-IN-PLACE CONCRETE WATER STOP JOINT SEAL (TYPE B-MR 2") CONCRETE BARR!ER (TYPE 25) 203+3.0 £VC Elev 51.128 -2. 64% L "' "' I _,.,,-, ., ' REDUCED PLAN USE SCALE BELOW 2 I I 3 INaiES ON 0fll81NAL PLAN J Profile Grade 7 16 l'-9" Opening for f"ufur~ utilif!f Ca sf• In· Place Pre stressed Concrete Box Girder.s 2, 740 " " " 1,348 " " " LUMP so, "' " " " soo " 202 PINIIL PAY QUANTITIES STRUCTURE EXCAVATION (BRIDGE) STRUCTURE EXCAVATION (RETA!IHNG WALL) STRUCTURE BACKFILL (BRIDGE) STRUCTURE BACKFILL (RETAINING WALL) PERVIOUS BACKFILL MATERIAL PERVIOUS 81\CKFILL MATERIAL (RETAINlNG 515 CY 255 CY 315 CY 250 CT 25 CY WALL) 13 CY STRUCTURAL CONCRE1E, !!RIDGE FOOTJN(; 230 CY STRUCTURAL CONCRE1"E, BRIDGE 1,080 CY STRUCTURAL CONCRETE, RETIIINING WALL 55 CY BAR REINFORCING STEEL (BRIDGE} 270,000 LB BAR REINFORCING STEEL (RETAINING WALL)9,000 LB MISCELLANEOUS METAL (BRIDGE) 1,650 LB Toe of slope SHEET NO. I I ,------'--,-..!. ----7 ' ' I > ½, ------------11j I I II II i! TYPICAL SECTION I"• f01 INDEX TO PLANS TITLE' l GENERAL PLAN 2 DECK CONTOURS 3 FOUNDATION PLAN 4 ABUTMENT l 5 ABUTMENT 3 6 BENT 2 7 TYPICAL SECTION 8 GIRDER LAYOUT 9 STRUCTURE DETAILS 10 PILE DETAILS -CLASS 45 ,!, CLASS 70 11 CONCRETE BARRIER TYPE 25 12 LOG OF TEST BORINGS 5 a. ZOO+OB.69 {~;/ ~--Toe of slope:J Notes: (j) Poinf "Br: No. 55-63 7 11 @ Paint "MacArthur Blvd UC. ~o 200 /99+ 90.06 POC ./, N 8nd Rfe 73= 7 203t97.l0 POT qJ MacArfhur Blvd @ Metal Bean1 Guard /2ail (5e,= Road Plan5) ti} /ndicafes poinf oF minimum vertical cleoraoce.. Zit ···"''"'°''"' """'"''"" -.- DESIGN DETAILS ,,, ,✓.-~!'hi 14 "'L.Good 10-82 LOAO FACTOFI DESIQPf LAYOUT 201 200-1-48. 69 EC ,f, Norfh Bound Route 73 PLAN I"= 20' N66°29'/0" W EB 20!+60,69 Elev. 53.53 >I, State of CALIFORNIA ORIGINAL SCALE IN INCHES FOR REOUCEO PLAMS DEPARTMENT OF TRANSPORTATION ~ 202 ~ Top of' Fill {), Standard Pia, Sheet No. Q-oeta!INo. BRIDGE 1-10. STRUCTURES -DESIGN 7 55·637 POST MILE 124.G WO 0'7458f STANDARD PLANS DATED JANUARY 1981 A62-B A62-C B0-1 B0-3 B0-5 83-l 83-8 B6-21 87-1 B7-5 87-6 B7-l0 BS-5 814-3 EXCAVATION AND BACKFILL _ LIMITS OF PAYMENT {BRIDGE SUROfARGE ANO WALL) EXCAVATION AND BACKFILL -LIMITS OF PAYMENT (BRIOOE) BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS RETAINING WALL -TYPE l, H ~ 4'-30'. RETAINING WALL DETAILS NO. 1 JOINT SEAL DETAILS BOX GIRDER DETAILS DECK DRAINS DECK DRAINS TYPES D-1 and 0-2 UTILITY OPENING BOX GIRDER CAST-IN-PLACE PRESTRESS GIRDER OETAITS SUPPLY LINE & COMMUNICATION & SPRINI ,ER CONTROL CONDUIT (MAXIMUM PIPE OR CONDUIT SIZE ,. 4"\ For General Nofes see ''5tru.cf11re Details" sheet. MAC ARTHUR BLVD. UNDERCROSSI NG GENERAL PLAN 0------------+__$_ Jf Rt £Pf 5'1/dr. 0 --, 8 __ Lt ?h!a{;_ -8 /u " Axis __ SIJ_PEl<flEVATION ' 200 •• s, Edge of' deck/ 52 2 ------· S3 ' ' c""'"""i7-S. Ck,ekNl ORIGINAL SCALE IN INCHES FOR REO\ICEO PLANS ~ MacArthur Blvd 'l8ent 2 zoo PLAN State of CALIFORNIA DEPARTMENT OF TRAIISPORTATION S5 l REDUCED PLAN USE SCALE BELOW 2 1 I 3 INCHES ON ORIGINAL PL.AH J <tAbut 3 Nofe5; DIS!". CDUN" ,;_? ~rrJ □-indicates even Toof con/ours. x-indicafes !O'infervo/s. Contours do not include camber. Contour interval is o. 20.' BRIDGE HO IIOUH 73 Profile line STRUCTURES • DESIGN _1-----t=SE~s,;,GJ;J};;;il=Jt--M_A_C_A_P_T_H--=U~P=--_B__:_L_V_D_. _U:__N_:_D-=E:__P_C:__P_:_O_:_S_:_S_:_I N__:_::G:____--1 DECI~ CONTOURS cu O 7 z,-, - WO 07-45"~1 "' <. • G"TEA<D C<V•L ·••••·•R MO '" AEV,SICN 0...TES IPllEL•M•NMY IT~""-OIILT) 1/. z \ ~ \.,I 3 BENCH MARKS 3N-52-77 Eb %.S30' UTILITIES @ PPt:: 20707b'i E 3 w,res N·E ~ EJe.v 70'± I w,re N-[@ Elev 50'± Eled. Box 0 f.lev 4'i(± ;;l c.o'ole.s ir,Tc 3round In the Sooth po.rt of th~ intersedion of :Yo.n-.bccee Road' ond B1istol St. 1 cu,, fed Southeo.st of thl!-,.Tr:,offlc l19ht.Pole.1on the. Sout\1 c.orne~ of·o. L.\,1 by 4.S cakh bo.s1n 1 set with epo,:y 1 3.7 f'ee.t bo.c.k_ of c.urb foc.e. (Th,s c.o.kh be1.s1n is o.t the. Eosterly end of the.. c.urb return on the. Southwesterly side. of Br'1s+o\. Southe.o.sterly .from Jo1Y1boree. Rend.) 35-33-77 Elev 33.IIC' On the. west side of mo.c.Adhur Blvd 12'1"i fed South of' the inte.rse.d1on of .J"o.mbore.e Roo.c! ,on the southeo.!!>t c.orne.r of o.. 4.7 by 15.Y foot con<:-re.fe. c.o.kh bo.s1n1 l.O foot bO.C.k from curb foce .. 1 set w,tn epo:,:,y. NOTES Loc.o.tion of under.9rovnd u+t!i-\-ies o.s shown a.re. o..pprox1rno.h: .. PRELIMINARY INVESTIGATION SECTION curNE DATA N. 8ND. P.TE 73 R•500' t:,""'52·15·41 r~ 245.280 L~Ll56.0b7 0 N Sl.!L/LJ85 081 E 509677.227 S. E'NQ RTE 73 H:c500' /.J."' 39-18-31 T = 178.576 L~JLIJ,032 oN 5L/':iLJ77 GILi E 5095'-lLJ.002 SCALE I"'=.::.';' DATUM PHOTOGRAMMETRYASOF: 7-7-BJ 0-'IAWN 8t .A~ ,:-; ~ A 7· !f,2_ ~,'-'oaCC,'-'.,"'.c:. c;.:;c,=='-'--'-'-~~-+=,.~,'-'c,-o---+.ac,~~~~,i"--~--=--J DETAILS ALIGNMENT TIES FIELD CNKD s' R. :'~~ s, _Ft,1 vmor, NORTH EAST ! (D 2oO·:. L\i.~9 E.t..'t. N.BnJ Rte. 7q, 544943.,bo So9i1G.7!3•. i . ----~ ---· i N. B,-,d Rte 7?.."' 0 I '19 ~ '"10.055 54'1917.0ll..\ So":12.S.1% :J.03• 97. 103 It mo.c. A.-H, \JI' Q) --------~. © ® 0-'IIGINAL SCALE IN INCHES FOR REDUCED PLANS 195.,.91.c.1 B.c.. 't N.Bt.d Rk 13 54%07.944 510\(p\.'397 201 .. Lt4.W E..c... t. S. Bnd R+e. '73 SY40.3<.,.o'lS S09143.'-IS'8 -- l9<o+o1.57 Be.. tS.BndRte.13 54'-1105."'l'iS'il: 50998'8.800 State of DIVISION OF STRUCTURES CALIFORNIA DESIGN SECTION DEPARTMENT OF TRANSPORTATION PROJECT Ji.NUINEER cu C7-20S WO (7<-1S:JI i l REDUCED PLAN USE SCALE BELOW I ~ :! INCHES ON ORIOIHAL Pl.AH J ~ Noto A, For Bent, Abutment ond Rehziniav" Wall defail,, ••• the f'ollowi'ng sheets that appl,-; 'Abufmenf t,' Abufmenf3'ond "8Mf2'" • ., • ~ \ ~ \ \ '""" = :, """" w 55-637 MAC ARTHUR BLVD. UNDERCROSSING POST MILE FOUNDATION PLAN IIIUT Of' 3 1--Z.. {A'- 1 ' I f , I i I I I I I I I I _j : ) / •/ ( ' I See 1E.xferna/ Key '1 ':4bufmenf 3' sh•d----1 el.39.5 I I I I I I I 1~'80-:, ·4 I I ' I I I I I I 11 I I I I I I 11. O 1'0" \ 1'3i 0:2· . -~f 0 □ 0 ELEVATION B-8 /G: O" Top of wall. J./z 8, ( Barrier not ~hown i-------;1.;-,-"'o"'·----f-~~ ll•G 0 ELEVATION A-A • f'or abvtment wall, vse Ye'' _exp maferN~I around pipe; for end diaphrams, use I½ u eKp. Jf moterial arovnd pipe where cohcrefe is encased arovnd pipe. RWLOL Area drain@ 7-4 " See Road Pla11s • 16'0' for s/opedefai/s For Section D·D M • see "Abutment 3 11 sheet II 1 ~"CSP downdrain to original ground {' Parallel to slope) DESIGN By ..2 DETAILS e, _), \J;,.._~ .... State of CALIFORNIA 14 "x 2G ':., 28/asfomeria br4. /)ad. S 0e 'Brg Pod Derail," !4but. 3" sheet PLAN ..__ DEPAJIIMOO OF TRANSPORTATION 0..1. 1\ -----"'-~ FNofe: t "b f ,, ""• or no es 5ee ~ !/ menf 3 sheet -.j • 11!" exp maferial BRIDGE NO. 55·637 POST Ml ½, I 2 baffep '7@ I 8i Bi Bi , See Secfion B-8',; 1::-c· on Structure Oefai/s'' sheet f'or ,.;oinf seol ,/ wafdr>foP ,t B('9. Abu f. I •s~12 "l@/0 I , . I~ exp. polyshrone il5Q8G f x 12';/oinf fif!l!r I •11~111:i.Alfornaf• s;:x,cll/<.f 3!0• SECTION E-E MAC ARTHUR BLVD. UNDERCROSSING QUANTITllaS By J, J,.).\ I"\ -br. <STU!D CIV,L DOl~UR MO. ABUTMENT I ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DisrPgonl prin"' bearing ~&rHer ,...,iaion dalea - ,_ ... ___ .., ___ "" L • 20 '@Abut I L• 26'@-AbutJ ctv 2expanded polij:t;~.~:'f.- ----C H'-'' '> ,s,; Elas fon?er/c bearing pad. Coat mth 9reas• and c;ov<!!r with !G"x(u2}x.054 90/v. sheet meta/. (?'~ BEARING PAD DETAIL I ~i I I Note: \)~indicates battered piles(l,3) I ~.) md1cafe5 verhcal piles Closs 70 l!I Abv/s. 4 Class 45 @. Ref Wails <§] 141/ x 2o"x: 2,," elosfom~r/c brf:_. ci pad. See 8rg. Pad Defai -' ~4: N. Bnd Rfe. 73 " 7: IQ " 12!1011 -t;D I ,--I I J7 I I " -1+{+ -+ - l '* ) ' ' ;1 (), { t' .II "'tc,1-- 1''/]bi . • C> "' -' 3'.c;i,'~" ., -' ~ "' rt, ,I • !I .. ~--r " ~ I I -----j--I:, ~ _l 1'_1-1- ) !' • ""'-"' LIJ .; ,. ,' -'t I-~ 3'3 ,Ji "' • ~ :c ~ • I ,, . '<) "J I """' ,, ~---'1 \S) ( ~ ,_ ~ -4~10" ! 2: 4 "' • :c ~,. "' I • "' -1---C> y -.., 5e~ Section '3.3'; c-c" on Structure Details., sheef ror Joinf seal f waf~rsfop ~-t Brq. Abu/: 3 f--"-"---4 __ Provide od,_;usfment due to initial shortenin9 as a,oproved -~ the Enqir~:r " T ('expanded poll,;.slqrene l ~rit::t=P;::l=:'t:~'.".'.'.",~ 5-6 9x9-0., s-•1xa!G' 4·1GL front 4 reor.'---+-1--+----t----i EXTERNAL KEY B--. A~--':• ~ ;1:11 C--.1 [_[ 1-I -hi "!211=•'·, - 523"30'50'ff I i:ii!I' !Lt.Ji ' --'I [L....J. I ~ --'I '; ! tr '4tat9·-i•=r=~==l==='f'===~~~I 15@12 ---( ;--+L _J ,,, ~ ; -I I -v ~ T ,t ,, 1/ I V !3rq_. Pad Spacinq_ I ' I 8' /' 7' 4!;0" A!j" 4'10" I 1!5 ' 5~0" 4 soaces @ G's", 25'.e" (0~ Gf6" /6!3'' I 19!. I 11 ' PLAN □ /Pill cone~ 0 ELEVATION 6!,5" :sit ") " 0 11/f:A\=il// - /RWLOL el. 46.0t ~~ 11 • ,v See Road Plans for slope I' 0 State of 14-0 SECTION A-A ~ ~ 1-1=8' 14'0 ELE//ATION 8-8 REDUCED PLAN USE SCALE BELOW 0 I 2 3 r I I 4 I--ll INCHES ON ORIGINAL PLAN --l CALIFORNIA STRUCTURES • DESIGN 7 DEPABIIIOO OF TWISPORTATIDN ORIGINAL SCALE IN INCHES FOR REDUCED PLAHS cu 07209 WO 074?8/ BRIDGE NO. 55-637 POST MIL Cancl'(te borricr naf shown Reinfor~menf L• 20' ELEVATION C-C Match 5/(¥» of over//(Wlg Wingwa/1 reinf. SECTION D-D MAC ARTHUR BLVD. UNDERCROSSING ABUTMENT 3 AEVlll0N Dt.TEI IPlll!LIMINNIY ITAQl!.ONLT\ I ·, ·- ' "' ' • \':> q -·-----I - £dge of deck 1...--f Column I I : : 11 I r·---l ; : I : ! ' ' I 1 L_1 __ r1 L_ -----_I '----_J L_TLL-' I J£d9e o/ decA' I I I I /---I I I I I I I / ' ; I I I I I I I I \ I ~ I . I I : ,,£ .8enT Cop < ' I I \ I I I I I I I I I I Fufure Utilift.J I \ >. I I I I / 1 I I ' / I I I I Opening I >---TrL-1-, --7r_1_1,r r --' ,--l I I ! , I I ' ' ' I I I, ' I T PLAN .OF CAP Edge of dee!< (_:_Column _f-11" /8 con-I fFocc o.f' CO/" 17 ,, ' /7 V£d9~ oF deck I C I I -.. r Note /(: I DIST, CDIJNTI I ltOUff >l'O$tall.£S.-TOTALPIIOJlCI' -., Mox form ditJ. 10710rod ;/..;; I i.i, '.b.61 /.}~I[ o,u Soffif..,,, Pl!... , ,_ ' i"--Moin column rein I: • ' ~ -·oufs1de face Of colu.mn Pf~ I z:~• Z't .5•-0· I I \) ., " I . '? ' u ... \) ' I-I\) ~ \J ' ' • COLUMN ELl;VATjQN 0. . !. '1},.,_,,_ -~••OTtO<O c,v,L <WGl•H• •v•M~ On• ..... ..,, • ., -~Seee,e·~!<tcea.e,m!!'""h~i:r_.c II~ 4-•.!:' •m.:•"'----1 f /3enf Cap 2.j . I ~ Ornil bof. fronsve'._.$e { fruss bol'"s ---~~-~·.~-,::c__c_o.c.c=__.cc=.::--Slop disfr1bvhon bars(fnn) Gi"mo r ~!-:~ 9'- 1 G'' c:;i''mox I __ ii~ ( Top Slab re inf e • jt • ., • • e • • • • J9 • \ . I Omit fhi5 Mr only I when stirrups are I "6 Lb:J..J ------!l'e----..i' #.5., /8 --,,vr---,_ : I #//'------./-~C~o-n~f-·. _ _,-,~ 1 Tot6 i/ ~ . ,. // "' 17 SPIRAL AND TIE DETAIL *4, ~. 8 •5 / A (75" p,n mtn j Omit C tJoffom Slab rain.F.,·' /7 " 17 ,, 11 Note, For bOttom cap reinforcement see Section A-A #6 Slirruos. 6 Legs Note J, " Place outer column bars hool<.s 6" higher than hooks of inner column bar. // ,. ,r£.(3enl Cop II '" 17 ,q , II 17 • Note, --------~~7-- l-f'oce o/ cop All rl!!inf ,./8 except as noted. Numbers @ end of bars indicate distance TOP CAP REINFORCEMENT in feet from t Column. No Scale Er.J of sp,rol and f/e: reinf. Where PIS ducts • interfere with limits of spiral reinf, change in (A\--j~ A these hmifs s~all be approved by the engin~er. 1 -;,;. i✓ /"" c..w 251 ., tot 2 I / .,.------...._ 2:G" -✓= ~ ,/--C ~-•sCtof.3 ~ I o-:;; ~•5J 0 @) ---= ·' Future Utility 0pen,n9 ..!S ~ see "Girder Layout" sheet. -i "'/.Zm··· 11@7 <! [] ( 1/omforc,m""f "'~ / ~ 45• : =f"lf~ 9 ~-~'-,~--,--~ ~Oir«:hon of w-'d Run off on ) --bar as shown '41.,z• 5" lap bar NOtiJSI {. Butt w,!d to biJ modiJ first. 2. Butt iri,ld to biJ in flat or horizontal position , 3. lop bar C(l(Jf,r«I on $p(i~ , 4. Flan, Wt!ld to I># modiJ 1ir direcfiOl'I shown. ~ 5. Lop bar eqllOI ln s,z., to spiral bar. SPIRAL SPLICE DETAILS WELDED OPTION ,f!Benl Cop \., ' "' 'y "l ' \! i(, SECTION A-A -Yz.:'= l'-0'' -£ Column "~ Qa/Z ({;)bar t14 Spired ~ .31/L @ ~ -- ,.,--1 '" x .zo' o • ro f ,ea_ (DlJar £ Benf Can f--E Column ,r ~~~ tiar ' E f3enf Cap + 'I .0 -\__ ~·aar See Note ✓-.. / ''8 tot GG ELEVATION 3/26" .. i'-o" DI DUI st// fot 66 ~#51.. lie bars @ l'-0'' eocA woy exc,:2pl w/2e.n conf/1cfs with col bor:,. Hoo/<. around lo,,o / hoflo1?? mc.11'. DESIGN e, ,,::?. 4~--~ DETAILS s, £ d wdrre/2' QUANTITIES By .) ' \.Jc, 0""' I ' / ~0 / ~ . i""t/ FOOTING PLAN "' 3/1,;,"• l'O" =•··;:.J. ·4 ~~-State of =·••;. S'. ,I<,"' a4 CALIFORNIA c--✓.__( • ,§A,a.::.._ DEPARTMENT OF TRANSPORTATION ORIGINAL SCALE IN INCHES I I I I I I FOR REOUCEO PLANS • ' ' a L REDUCED PLAN USE SCALE BELOW l ~ 3 INCHES ON ORIGINAL PLAN J SECTION C-!;; 5'/8"•1'-0" BR!OGE NO . STRUCTURES • DESIGN 7 MAC ARTHUR BLVD. UNDERCRO SSING cu 07:Z09 W0O'1'15!3J POST MIL I ' . D,,,~gard print-• OOoring oorhor revi•ion dal.<'o -f BENT 2 IIEVll!O>I w,1111 (PAeUMINAAV l'TAGE,ONL VJ I llll!l!T I OI' 1"/,,(J I I I I I I O I 12 Concrefe Barrier Type 25 i N. Bnd. Rte. 73 Pr.ofi/e Grode \ 5 ~ 31a@ 5·10 Place normal fa ,t; 8r1d9e ra%,varles s~--/@21@ 5·2 8~!" Top long. rein[@ • 5@, /8 max. 5·/5 AdJusf bars as necessar'I. to ava1d duels 15 conf. '5 cont '7@ <t Bent 2. See 1Girde.r LGljOUf 11sheef j} "" '7@<t Span/. 5ee. ''Girder Laijout"'sheel: State of .#5 fol4 BRIDGE NO, .,. PIST. CCUl<TT IIOl1T1: l'On NII.U-TOUI. l'IIOJIC:f 07 Ora a.s. l REDUCED PLAN USE SCALE BELOW I ~ ' 3 INCHES ON ORIGINAL PUN _::j Choekod CALIFORNIA STRUCTURES--DESIGN 7 55·637 MAC ARTHUR BLVD. UNDERGRG551NG 2-B~ ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DEPAIIIMOO DF TRANSPORTATION cu 0720? WO c:>74~81 POST Ml C 3o/ TYPICAL SECTION •aisn~•a CIVIL <NOINUR NO """-041'£1 (PRl!UllllMAAY rTAQl!,OIILY) Diere,urd print,, beoring corli<>r reviHiOD dat,u --r l'Z. •vfir1J 8@6 Stirrup s,pocinq DSD131 I I I REDUCED PLAN USE SCALE BELOW I 01ST. coown 1t01mi POSTlllLD-TOTAJ,.PaOJICTI onn "- IC?tGral 73 l'l, f 1' •• l .. I T::,.6IR6.8 l/4/ 1184 lff~ .CGISTU~O e,vLL ou, ........... . l I 2 I I 3 INCliES ON OfllGINAL Pl.AH J ""' '""""'"" ---"e,"'e"-o·t,.e=-~=-":__.r:,, ~-=, Q"-2 o 1'---I C-C on /lbutment I" sheet. Span I on/q •7 tot 20 in bottom slob. '-7 ('6 per int batj,4 per ext. boy) (_q_ Span; For p/ac~ment see bottom slab an "Tjjpica/ Section.11st,eef: Numbers af ends of bars indicafe disfance In feef from ,t Span I. 0.4 l• Cable path is parabolic between poinfs 5hown w~ a'-; ~ N. Bnd Rle. 73/ ' ' I, 4·11'2) ''- '-... Theorefical point / r of no move.men/-/ ~~ l ""~ ' 200 GIRDER (tBenf 2 r I 18 14,a /,4; 18 0 .~t \ {fffij) LAYOUT O.IL' , O.IL* '-/ 14' o" I~ ~I '7 tot 30 in tap slab. { G per bay, 3 per overhang) For placemen/ see top slab on~Ttjpica! Secfion'1sheet Numbers at ends of bars indicate disfance ln f'eet from <t Bent 2. ' * L • Span lenqfh at each girder {Measured rrom <t Bt 2 to t. 8rg. Abuf) i-------~0.=-4=L-• ______ ,l.J,t Abllf. 3 flare II -1i riare @, 12 n.0,,a~x.~. -----------------t--l ~=9.,(1§=. rl.;._4(!Jcc6,_l--':/"-6,-@"-9--+---------------'@"-"/2c..:.:.mc::ac::.Xc_ _____________ l"B"'@4G DESIGN By ,;l A DETAILS B, __), µ{(\..;.,,.,.f QUANTITIES By .), +l,~!'lft,,-., I LONG!TUDl~A~:; SECTION ffl :Y,2~1-0 honz, -116",... ;:o" verl. Chock~ s ~-,r7 A / -i/n Chookod,£: _\. • p .-?/_,.., ,._,_,gOL.s. ., .,... I ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMEIIT OF TRANSPORTATION STRUCTURES • DESIGN 7 ;? -' ~ C 16:Jot 55-637 POST MIL MAC ARTHUR BLVQ UNDERCROSSING GIRDER LAYOUT cu 0720'? WO 074'781 I I Al!VIIION 11.0,Tl'.J (Plll!UlaMAIIY ITA,-.QMLV) Disl'<'gord proalJ< OOarin~ earlier rev,~lon dates -l~JY,~/2 ol 1 1 1 [ I ■ -IT I OP I I 8 I 1-u -... -............. ... - DI D1'8 I I I lllll!IIIIJIIIIIIIIIIJllllllllll,1111111111,11111111 l:1 LEFT SID£ ;!3'' (3" minl 4 ..!2,~ -~ ,, #5@!2x2~6. Bar position before , prestressing{9rade 40 rein/:) J « 1-Concrete inserts opf/ono/ as i 'i====+----!•~f~"::l.:J ~ approved btJ the Engineer. qawffe&@ff ff r/01/fl/4m1/ff 1]iuilill RIGHT SID£ (0-'r ~ " -.§) inferior 9/rder) f--_ ~ 5 @12 to be placed arfer 5fre!3sing is complete. CONCRETE TYPE LIMITS ~ Slruclur,,i concrefe,br;dge r,j,·ooo _ps;) ~ Strucfural concrete, br,d9e Final posifion arfer presfre55ing buf before recess is filled ~ Strucfural concrete, bridqe{ 3700 psi of 28 dm;s) ~ Strucfura/ concrete, bridq,:; roofing with concrde, exferior qirder1 • qirder rein£ ANCHORAGE BL.OCkO!JT <t8rq,7 (~ Join/sea/ M/?•2' I ),~f I J )~ Wafers/op -_-_-_-_-=_=_=_=_=_=_=_=_=_,~:;:;t:_;ci;~v r:-*s I @,12 ~ 111,,LJ..--"4@4 qrillage boll, ~ WO!,IS. Gril/age extends . , G,, min. be!jond brg. 12 perimefer. Nole: Presfress Anchorage De/ails are for illus frafive 011rpose onltJ and rinal blocko11f will depend on f{lpe ot' presfress S'/sfem used. ~ Sfrvcfvral cancrefe, br,dge l"aoltn9(5;000_psi) IIIIJlilllll Strucfural _Concrefe, Refaining Wall v<t /3rq, -~v·· 11G cont tot 4- #5 [j @, / 2f . ..-1;--,-,v >'5 tof.lO V •e, conf.-.____,, fol. 4 • [) . ~-====~-~I -~ I SECTION A·A ' GENERAL NOTES LOAD FACTC>a Dl!SIGN DESIGN: AASHTO doled 1961 with llll.,l1111·a11d G$1119pl-ted t,r BRIDGE DESIGN SPECIF!CATIOHS IM■rb. DE:ADLOAD> losl-35,all'llft-.-"'llllllf- ~UWIIIG: tm0--44_.,__,.....,,c;.n....., __ _ ..,.,,..~: tr----~ ·,~,;. ........ • • • T_..._...,.(Wt,111 ... ..,_IIN,lp) , ........ . lo• f .... .. • • 10 PRESTRESSING NOTES • P jack • /0, 300 kip■ total •• Jacking 1<1d(1) A 1 " ~jack "1TT; Tuu.l ""inbo< of gird"'~ : _5 _ Concra18. 1'11 "l1!lJl., Ptl ~ 28 dly■: f' ci = ,J!i!2fl pai , time or ,1,.-■lng GENERAL: • 1. DHlgn 11 ba"'1 on u : 0.25 and k : 0.0002, Ind modiliad lor horizontal CUN1'd alllJl)mont, ii &ny . PJacl< 1pec:UJK at tho Jacking ..,dCtl lncludea trlction lonas .nd provl1lon ID< 32.000 pal loe■ in am,aa. 2. T1ndon, 10 11<1 i.-:kt<! to 0.75 1·1 and anchorod at an aq,nv■leol "1Cl>Of HI : 5/8" 3 Co«\!·actor to aubmU 110,,gaUon and jacking calcu1111on, t~s,d on lnlll1il alron I! ■ ~ Q.W,. !1mea jacking alrau 4. O!i~' end sfressin9 nof allowed. Botn ends shall be stressed ::: }Camber line C) 'c:, ~ Q ~ ? ' C) <j CAMBER DIAGRAM No Scale REDUCED PLAN USE SCALE BELOW I Does not include allowance /'or false work seff/emenf DESIGN a, 2.A~;.~- DETAILS s, ...>. ~..,L l "2.·$ QUANTITIES Ile j,~i!"!-lr--, I Ch«k«I ,t'.S', J -_,., / Choc~""..l'.s. ·---~- Chockod ✓ . .i • // A ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION ' I ' I ' I ' ' ' I ~ l :S INCHES ON ORIGINAL PLAN J STRUCTURES • DESIGN 7 CU o7zoy WO '17458I C,ST!UD COVIL •Hc•••u ~"- BRIDGE NO. 55-637 POST I I I DISJ. CQUNn llOUff l'Osr MILES-TOTAi, NOJ!CJ ~• oL 1071 Ora I 73 ! T,3,;;;/f(b.6 l/4fl/84 a..f ...... 1.0... ..,,.- MAC ARTHUR BLVD. UNDERCROSSING STRUCTURE DETAILS Rl!YIII°" ,,.,TEI (Plll!LIIHNORY ITHl!,"'-LY) ._.,. t Of< l71>.· ih,,J I I I I I I I I 9 112 \P(~ -~ ... :;; ::, SECTION U-U (Mandrel driven) ¾# min. If. ALTERNATIVE "U" I Min shell thickness: Closs 45 = 01793" Cla~s 70 = 0250" . ~ ~l ~ Ii ::--... #5 tol 6 SECTION V-V ALTERNATIVE "V" Notes: Details are the same for both Class 45 and Class 70 piles unless noted otherwise. A 10" minii'num diameter pipe extension {thickness ::: Ql798"min. for Class 45 and a25o•min. for Closs 70) may be used at the tip of Alternatire "Z" when taper is 301 or more in length. Pile reiilforcemenl extend1ilg info. a footing shall be hooked as required _to provide cleora"nce to fop of footing. Piles shall be extended only in accordance with details shown elsewhere in these plans. lapped splices in spiral pile reinforcement shall be lopped 80 wire diameters minimum. Spiro! pile reinforcement of spbCes and at ends shall be terminated by a 135° hook with 6 11 toil hooked orowd a longitudinal bar or strand. STANDARD DRAWING nu: NO. XS-10-26 --3/83 "'" IUIIIIT'lm n .............. , ... .. -~"'"' I Min. shell thickness: Class 45 = 0375" :~';:/ ~~u Min. shell cross -sectional area: I I 12¾" Precasl Prestressed max. Precasf Prestressed Concrsf,_ ~ ] Concrete~ ~. b 'if ~ , , #6xl4-min. P=l23,000 lbs mi1. •. . '-, ~ tol 4 •• As= 0608 sq. in. min.__,,.!'---¥. h) -~ II~" " "6x 14'-o" min ~ ~ 'B !'--tot4 l'-m=in=-'1 • ♦ t'-0" P::/60,000 lbs. min._ Class 45 = 16.0 sq. in. Class 70 = 18.66 sq. in. SECTION X-X As= 0790 sq. in. milt SECTION-Y-Y SECTION W-W ALTERNATIVE "W" **To be in place when plfe is cost. ALTERNATIVE 'X" *** WI/ at 2 may be substituted PRECAST PRESTRESSEO PILES· T -j i-L" •@ anchorage the min. section shown, then i= ALTERNATIVE "y" P::: Presfressing Force If section used is larger than ¼," max. ; ~I/· ''p" shall prov,de 860 psi min. ~ Backup plate As= Minimum area of prestressing steel required. SQUARE GROOVE "' 11-I ,/\~ Concrete Strength: f'c @ 28 days::: 6,000 psi (Allemafive "x'J 45° -~ l__ __l~ S,000 psi (Alternative "y'J >---'<\I~ l~-1,""' f'ci @transfer = 4,000 psi + ~ , / _J fji ~ackup plate L DESIGN LOADING .., t ll-1:--::::: " " ''"'' " "' • "' -~ -· ~ -* I .., ~ 1l l,! ~:::::: " " 1;;~ 115 tot 6 • W.0 .., -~ ""..!. E; • SECTION Z-Z *Measured out to OtJI of corrugations. •-• COUSffl •-•~Al.-..cr -• I -,. I·:/ l(;r') I .,,, I ·_· .. ,;<=,:.,_,:. l,'431t'6'4 CN .... OHOCS O• OT""CT\IUI ..... .,., --~J!!.!U,!!La.JYc....!.,I ..11:;i.982,32._. _____ ~ L REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORIGIMA.l PLAN • 9 wi!h standard 90" hook, total 2 (bundled) grouted in 3" dio. hole cast or drilled into center of pile - J ,,--Cutoff line I ,:: i .., !!! ~ "" l1 "' 1 "' .., i ~ ~ 10" min. ALTERNATIVE ''z" • 'r-s; ,.~ -z ALTERNATIVE PILE ANCHOR FOR PRESTRESSED PILES **Within /0" min. dia. pipe extension. * t" • * W II al 2 ½ may be substituted 3" for concrete piles 5 11 for ste~I piles f. Lowest mat f'' reinl . ,_ \' Cutoff tine-...; -\..e..l. ,'---, I ,------l_ Pion f'?ofing \ 1 ~1<:::>-µ ~J I\:::>-~ SINGLE VEE-GROOVE SINGLE BEVEL -GROOVE 1leo~om of footing elevaho;~ L::a ~I Cd Closs 45 = 45 tons Closs 70 = 70 tons NOTE: This sheet supersedes Sheet No. B2-f, page 86 and Sheet No. B2-5, paoe 88 of the Standard Plans dated January, 1981 Supersedes Sheet RSP B2-5 dated April, 1982 I -,cA,L ICAU llt IICIID ,.._ ...... • PILE WELDING DETAIL -BUTT JOINTS Notes: I. Single Vee-Groove and Square Groove peimitled for all positions. 2. Single Bevel-Groove permitted for horizontal j"oints only. S-of CALIFORNIA DEPARTIIENT DF TRAIISPORTATION ' I ' I ' I ' . . STRUCTURES-DESIGN 7 cu 07209 WO o.--:::;?8/ . ' STEEL PILE ANCHOR Steel piles. ex'cept for '}!J/fernoltve W" to be used only when shown on Pile type to be os designated elsewhere PILE EMBEDMENT plans or permitted by the Special REVISED Prov,s1ons. STANDARD PLAN IPIDlo[ NO 55-037 -M,'.\C ARTHUR BLVD UNDERCROSSING PILE DETAILS -CLASS 45 8 CLASS 70 I I I I I I JRSP B2-5 0 End of wingwa/1 • or Structure 1" chamfer- TYPE 25A #4 cont. tot. 8. ~#5VT1-i,,t1»1ea. "d\_@15 side of Joi . DECK CR WALL JOINT (lyp-i)-----;::--·'rr~,jr't---~-'------'11 g. ~ Declr rr,inf. #_5 ~L @ 30max. -s cont. ... '!:onst.jt. ·sx4!0"ft!NJmax ,_-"5x3'-91r30 SeeNateE \";. '5"i,,@ 15 max. (to be in place before deck coocrete) TYPE 25 Scale, t,i • 1-o" '5'1\_tot. 7 ELECTROL/ER 'Type 25A a 258 details are similar to Type 25 except ·as noted. Finish grade {t !"Chamfer -, I I See 6' Transition 1 Top of embankment Dlff. COll1'JY aoun ..,.,, MIL..,..__TOTIJ. tOOJ[Cf .. , .. ·, -~ (_, /44 184- ~.,,, ;7 ~ 9013 (oo.~llif.J __ Diimiiio .... -...... March78 .1983 • t~---------------~--t~t-------------=j ; ~ 1::-End of wmgwall METAL BEAM GUARD RAIL 2 ·~· 4 •5'&15 • J ?ii' tot. I 1• expanded polystyrene •5\_@15 •5\f 7~,tot 2ea side of pull box. ( See Road Plans I •5) @/5 TYPE 25A . 04" qalv. sheet metol. See Sec.D-0 TYPE 25B ELEVATION Ends are similar ill ,·ti forre1~ Const. joint 4 • /111111111 j j_,_• 1 ? ~--{ optional _ ~ Finish grf!de End Section/ ,C Traffic flow PLAN 2- 0 0 • I I\ ' "" ' ELEVATION Shoulder Bevel Metal Ba<~Spac"' /see NoteF) • ---i;.,9 H I s4' 0 -'~-"-~-~ __ r a·T , , . sEcrtON £-E -414 I-< ·' • METAL BEAM GUARD RAIL ANCHORAGE NOTES, A. Walls are to be backfilled before barrier is placed. B. C/eaiance to reinforcing st~el in barrier to be 1•, except as noted. Longitudinal reinforcement to stop at all expansion joint~·. C. See Project Plans tor electrolier locations and pull box type. D. For Eltictrico/ Details, see Standard Plan sheets £5'-Z4,~7C,7D, 7£. •5 'ft lot. 2 metal over V., eoprene strip. Coal top of strip w,~h grease. ( .04" qalv. shef/ POST ANCHORAGE DETAIL Note: See Chain Link Railing or Tubular Hand Roiling for further details. E. Dimensions may vor.y with cross-slope and with ce_rtain thicknesses of surfacing. See Bridge Plans. SECTION c-c I J/ I /I Scafe, ~ •/-0 SECTION D·D' Seate: V:!:: t!-o" ORIGINAL SCALE IN INCHES FOil REDIICE!I l'UXS SECTION M-M SECTION N-N SECTION 0-0 6' TRANSITION No· Scale F. For Metal Beam Guard Rail details not shown see Std Plans A77-C, A77-0, Ai'9-A, A79-B, A79-C and A79-0. Note: This sheet supersedes Sheet No. B11-:53, page 1/6 of the Standard Plans dated January, 198 t . REVISED STANDARD PLAN BltlDGE !'IQ, State of r5·G37 MAC ARTHUR BLVD. UNDERCROSSING CALI f ORN IA t-jS~TZRU:C~T~UR~ES~~-D:ES~l~GN~~,71=.,'lii-~ .. ~c::t---~~;:;;:::;:;::---;:;-;;--;::;~~--:;::~;--,:;;--, DEPARTMENT or TRANSPORTATION '""""' '"'"" CONCRETE BARRIER TYPE 25 ' CU 07ZO? WO o74'F81 RSP 811-53 -I 0 ~ -30 ;: ~ , ! -LIO • ' -50 II u .. I BENCH MARKS 8M3S-33-:77 €/ev.33.IIG' On fh1t wesf s,de o/ ½c ArlhfJr Blvd, c44 fee f Sou~/2 of fl,e ,n~rsecfton of Ja,nbar~d Road, orl Hie .soulh11asf corner o/' a 4. 7 b'I 1s.4 (ocf r:oncr~-k cal-ch ba.$uJ, I. o fOO'F /Jae,kj:rorn curb face, .sef wn½ epoxy. I . I l 200 i SBNO. RTE.73 STA.199+90,055 l N.BND.RTE.7J - I STA.203+97. l OJ 4,. MAC A~THUR BLVD. N 5.q.q 917.Q?Ll J E 509, 928-'Sl8f:i i 201 ; <"o 200 • 8-3 201 I ....,. l cou•n I 107; Ora 1 73 I T3.G, J l)G,_(o 11451184 202 f ' i i 8-1 ~131 202 ' 8-2 PlAN ==-== • 1•,20· I I ' f 30 ' ...... 'I' ,, . ,, ., r • 20 10 0 -I 0 -20 -"IQ --------------'--~----------50 202 PROFILE l REDUCED PLAN USE SCALE BELOW l ~ 3 INQIES ON ORIGINAL Pl.AN j .i. - <O 4 +3.0% Re ~ -O. 920 %' per sfa. 187+ 50 BVC zoo vc. Elev. 50.62 PROFILE GRADE No Scale Full Slope Pavlnq~ CN® Near-! Par sids Dafum elev. ao ts. 8nd Rfe. 73 R• 2000· .:1 • !7'07'3J" T• .!JOI. 148' L • 517. 804 • Si9n. No. 3 FSBT" --->-+--+--See -Road Plans" Q)i 2 <fa IJ.B.187f58.8G IJJEltw. 50.88 Toe of s/o~ DESIGN r --7 \,--7/ :: Ii 8e.nf 2 ELEVATION PLAN OETAILS 6' .). +-1,..-.r,-4;....n QUANTITIES Sy j, \,-l;r-,{;," 1139 5' LOJlO FACTOR DESIGN LAYOUT +J.IG¾' UTILJTV IDENTIFICATION 189,50 £VC Elev. 54. 713 DRIVEN PILES Clas, 7.0 Ufilify Type LOcafiqn Future, ufi!ifq opening from~ Loe. Abuf.t 8enf 2 Abut3 5pec. li"p Ele~ -1-8.0 5'',i 1.1/-i//fy dvcfs 4 3 20"</ welded $/-eel a•? steel gas line 56P ufilih; dvcfs 47!9'.Lf. 4 53:0 Rt 3;!3" If. wafer llne 8'.3" L-1: ~'o" Rf. Toe of .slope 190 -22.0 t-20.0 Sidewalk Curve R•:JS.oo· '1• 91°17'31' r" 35. 798. L; 55. 7G7' 30'.4" Rt z"rp Control conduif 1 4 "I supply line (bndge} rt Jamboree Rrl. 1/8!9" 8 3'',i conduif far fufure Cih_J use r------, I I \,------_J " II 38lo• B'o" e:a·• Closure Profild Gradd Pour DD C.I.P. Pr~~fress«I Concref~ 8ox Girder ,----7 'n-------' r----7 I I 'n-------' ,, :: TVPICAL SECTION APPROXIMATE QUANTITIES 4" SUPPLY LlNE (BRIDGE) FURNISH PILING (CLASS 70) DRIVE PILE (CLASS 70) PRESTRESSING CAST-lN...PLACE CONCRETE WATERSTOP JOINT SEAL (TYPE B-MR l 1/2"') 8" PERFORATED STEEL PIPE UNOERDRAIN {.064" THICK) SLOPE l>AVING (CONCRETE) CHAIN LINK RAIL~Na CONCRETE BARRIER (TYPE 25) 339 LF 5,540 LF 151 EA LUMP SUM 240 Li' 240 LF (?} '_--,,._E_._s_190f-2/.86 tJ ,. E/eY. 55.G! ~/?~~:JtT~~\R/E~~ if1!?~~:~R.\I" (.064" THICK} FIN1\L PAY QU ... NTITIES STRUCTURE EXCAVATlON (BRIDGE) STRUCTURE BACKFILL (BRIDGE) ST!HJCTURAL CONCRETE, BRIDGE FOOTING. STRUCTURAL CONCRETE, BRIDGE fiB LF 102 CY 329 LF 304 LF 329 LF 71 LF I 0 4 • Sign /t./o.2FN8T.., -SH---, -:see~Road Plans\ 4 \ ~ Ramp J-2 R• 2000', ., Q) Pa;nf 8r No. 55-53/ @ Painf Jamboree Rood O.C. ~ @ Approx/male ori9inal ground al riqhf ~dqe of' d~ck @ Indicaf~s poi'nf of minimum B.',R RETNFORCING STEEL (BRlOGE) PERMEAOU.: MATERIAL (BRIDGE) 915 CY 505 CY 310 CY 2,510 CY 462,500 •LB 94 CY REDUCED PLAN USE SCALE BELOW. --<;<)IIJIIT -l'Offllll.D-Wl'.U.IID,Ml;T 07 Ora 73 T3.G Rl'.o.(o l4~ 48:o· 4:0· J!t;" Barrii,r -2.0Y-j concrefe lfpe 25 /// DD r'.3 Ilffl!:I( TO PL.UIB SHE~T NO. 1'1'l'L,1',: l GElfERAL PLAU 2 DECK CON1'0URS 3 FOUNOA1'IOII PLAN -i ABIJTMElfl' l 5 ABUTHh'T 3 6 .&EH 2 7 8£NT 2 D!TAILS 8 TYPICAL SECTION 9 GllUlER. LAYOUT 10 . STRUCTURE DEWtILS 11 PILE DETAILS -Cl.1\SS -i5 , CLASS 70 12 SLOPE PAVING DETAILS -FULL ,r.on 13 CHAIN LIJIK RAILING TYPE 6 14 COHCRETE BARRIER TYPE: 25 15 LOG OF TEST BORil!OS B0-1 B0-3 B0-5 B6-21 B7-l B8-5 B11-30 B11-54 STAllDMD PLA.!ilS DATED JANUARY 1981 EXCAVATION ANt> BACKFILL -LIMITS a, PAYMENT iBRIDGE) BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS JOINT SEAL DETAILS BOX GIRDER Dl!:TAILS CIP PRESTRESSED GIRDER DETAILS TEMPORARY RAILINGS CONCRETE BARRIER TYPE 26. Bl4.-3 SUPPLY LINE AND COMMUNICATION AllI) SPRINKLER CONTROL CONDUIT (MAXIHUIC PIPE OR CONDUIT SIZE "' -i"). , For General Noles see ·strucfur~ De/oils" shttet': '1• (Xj" 'JS 23 T, 150 zoo·, L, 299838 vertical clearance. . .. , @ Tqpe ~ Railings. ( For ban;/cadoS).;.see/1o4d P/an5 @ Vau/f -I CoVBr Opening.See Girder 'lo1.1ov/-sheel: L i ~ J 3 INCHES ON ORlGINAL PLAN r ~ Slondard Pbn s,-Ml CY-Oe/ai/ No. ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA STRUCTURES -DESIGN 7 BRIDGE NO, 55-53/ JAMBOREE ROAD OVERCROSSING POST MILE R4.82 GENERAL PLAN DEPARTMENT OF TRANSPORTATION ~~~:;~Ja ,?, cu 07209 WO 07458/ Disregard print.a bearing aorlior ,.,,ision dalos ---+ IS Edqe of deck 51 / Edge of deck / DESIGN DETAILS a, QUANTITIES .), ~: r-.'N)r, PLAN ORIGINAL SCALE IN INCHES FOR REDUCED PLANS <LAbut 3 53 " State of CALIFORNIA DEPAIIIMENT OF 'fllANSPORTATIDN '1:.. Jamboree Rd. Notes: a -indicofos even f'oot e,onfours. x-indlcafe:5 101 inter//als. Confours do not include camb~r. Confour infervol is Q/0.' BRIDGE NO. PO$T IIIU:S-TOl"l,I, ""°"ICT I;;_, RG:i.u, REDUCED PLAN USE SCALE BELOW t:: I ~ , 3 IMCMES ON OftlGIMAL Pl.AN ::J 7 55-53/ JAMBOREE ROAD OVERCROSSING POST M1LE C l6.3ct ~!GOITU!D C!~IL .HQ!HU HO. R4-.B2 DECK CONTOURS $IIEET CF Z 15 ,_.., .......... .., ....... ,. UIIU UTILITIES @ P.P. # no numbe.r I c..o.'ble. \N. ~ (,Ji± ic.o.'ote. w.e s2·:1: @) pr,,r l050S90 E 3 W11·es. N-S @ (pd ± 2 wires N-5 @so'± Tro.nsformer @ 't5' ± © P, p l:t-no nvrr,be.r I wire. W i S~ e. "l' ±. lw1n SE.@!%'~ 3 wires N·S es=!± 2 wires ~-'5 @iiS' ±. '-t 'N\f"e.S E-W @ 1./?,' .±. lcc,.ble. 'w 0.30' 'l:- 1 wire. 5 a 30' .t. BENCH MARKS 230·A·•7 Elov SH5 " ( rt.c..tt 11) ""\ At £.'E..c..orner Br1~\o\ St. o,.nd, Sprvce $1-, !ot.1 Cl. c.hisd !<.nob ) in S.W, c.u.-h Bristol St. o.t E.C..'R.,3:tS.W.tBr1~tc>I o.nd S~' S.'E.. t Spr>J<-t-. (rt!:it.f 1i) Elt,: S5,2l 0~ tn1le. N.IN°ly o..lon~ 8r1stol £t frofY"l J"o.mbort.t. \I.Q., u.1' ch\\c.\ k"ob i>t S.vt curb Br-'1e;t0\ St., %' tt'fl, .fro,.., t.nd of c.urb ir, froni" of hov~e. 11. :2"1-"11, Bri!>fol St. Qnd S' NW'/y of o. fire. hydro.nt ,32' r,9ht S-to. 17~+81 Bristol St. NOTES ti £iu.tro\1e.r • Tro..ffic.. Si9rio.l Llnder':lrovnd Utilitlc.s " v" 'iB .Ab f.l St"a. !87--t-6UI 'Jc moo NORTH (I) 1'68.+-24R!<q P.O.T. i Ja.m. 212+ 01-1.1'>31 P.OC.. ~ 5. Bod Rh. 73 SYSYZl.009 ® \91\+25.'6"2 P.o:r. t J"o.l'T't 212+02.3{,'3 P.o:r. t N. Bnd Rte. 73 SYSY%.I05 Q) 1991-51.915 P.O.f. l ram. l\l.-01.11.\~ P.O.C, $. R"-mp J·l 5Y551S.%7 @ 2l2+70.'t9 E.C. S. Bnd Rh-13 545%3.073 @ 2I0+(..1.l:tL\ E.G. N. Bnd Rte-73 5YSY08. 5Y9 ® 1\2-tC\2.2.lt £.C, Ro.mp !·2 5Y5572.S51 (J) IOq+92.1iO P.C.C. Ro.mp J~Z. 5%3.95.320 ® 20"-r 72,i;,9 B.c.. s. 9nd. Rte. 73 5Y51%.78fu ----,., "7 t- w w ... :) "') d z "' ., ui 8 s z "' "'V State of CALIFORNIA EAST 509805.Z•• 508872.720 508890.130 50875Y.S9Y SOS97Y.730 508SZ0.153 5090CI.Y31' 50925U53 DEPARTMENI DF TRANSPORTATION :_:;:;,;;" ,;:? ORIGIN"L SCALE IN INCHES l'OR REDUCED PLANS . u 07209 I woO74581 CLJRVE DATA S. BND RTE 73 RAMP J-2 R·2000 R=2000 6• 17-07·33 6• 08·35·23 T•30Lf48 T• 150.20 l~ 597.804 L, 299.838 0 N 5gQ~80.71;J E 510057.195 0 N 547090.491 E 51O!22.75"l ,-w ~ f-(Jl " • + \ .· &.Abu'3 / 'Sfo./90+/9.61 ~ ,: " I ,: LJ ·, 5 '· I n: BRIDGE NO 55-531 POST MILE R 4.82 S"f.S'i :,~ I 2'P.C.C. 64.6 54 .5 l'OSI •1L0&-10Ul. NOJr,;T 07 Ora 73 T3. G, I R r,., L REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORIGINAL PLAN J Noles for defo1/s ond dimens1on-s not .shown, see ""Abu/n,eof / '; )/bu'Tn7enr 3'"", one/ ~"Bent 2 11 Sheers 184 A// ben/s and obvT,rn@nTs ore poro//e/ and on 8rg. N5!?7~J'r/ [QJ2] Denotes bottom of footing elev. in feet. JAMBOREE POAD 0VERCROSSING FOUNDATION PLAN IMHT 15 If'--'c) j ! , ! .,_ ' 0 Tu I I I I I Pile Spoc!f/Q I ,'- -q.Abuf. 11 ,, -' , 4:Bn I -11:_11:; ,1111 "' (8;--- 8rg. Pcxl Spaoinq - P11/e Soacin,1. [g_ofin!J-L~n!J-fh " See External Key Detail" DSD!3e pol/s wene 8EARING No Note: L • 14'@Abv/: I L• 22'@-Abuf. 3 Coat with 9reos~ and cOver wifh(L +2}xl6x. 064 gafi,: sheef bearing pod metal PAD DETAIL Scale <P'-i l'OS'I' NILU-TOT/.1. l'a<)JD:f : ; !/ I I For' I I ,, I I see 'secfion o-o" "A bufmen f 3 'sheet I I I I ! I -'Q) I I : : , () indicates verflcal piles Class 70@., both abufmenfs I I I (J mdicafes battered pi/es(!: 3) 4@13'G"•54'0" --- 17 ,. " ,. w -c/ " V - 5:.0" 5 l!J 7-' 10"• 39' 2' 8@.G'9"•54'o' Reinforcement: L•20 Slope pqvin9 I I I I I I ~/! 7'1+" L __ -~ I -., DESIGN DETAILS • ,, ,, /-; Jamboree Rd " " I.,, 14 x /4 x /ff, e/asfo/1/eric brg. 4@/3'.G'• 54'0" .---, 5 , ,, , pad See "Brq. Pad Detail' -G ------,_ ., _, , __ , , __ , -~--_:;, -~--- -----V "' v· ii "' V V 1:11" s:.;d' , , 5-11 5!5" 4@.,8!4~ .33~4 .. 5·1G.., 8@,,G!9".54!0"' I I I I I I I I -1 -------" I - .I '• ,11-1:1!,U •• I "' 5:.6" For Join! seal and-1----<--0-.----::i-------rl; wafersfop, 5ee End Oiophroqm, "5frucfu Details 's!ieet I ,;,;· exp Mi1JSl1Jrene I 1/z' exp. JI. fl);,,,, •4,.-4'0" cu,fered I ,._ ., ir ~ .[. t' ,- .66!. /0!14" u./ i-- undor ea. brq. pad r.,,,===;=;"~=.-ffl.:+-,;--.l. J14 tat 2 t-.": :,. , ,. PLAN See "slope Paving Details-Full 5/ape11sheef ~s[@. See 11Tljpica/ Section II for<!) thru ~ #4@/2 1 9fot4 ELEVATION qjr;,""'" ;1.0" ( Abufment I shown, Abut 3 similar) t15x!~G"@30ll70%. '5 cont Maleh slope of oYerhanq W LOL SECTION C-C ORIGINAL SCALE IN INCHES FOR REDUCED PLANS l REDUCED PLAN USE SCALE BELOW I 2 3 I I 4 3 INCHES ON ORIGINAL PLAN --I State of CALIFORNIA DEPARTMENT OF TRANSPORTATION ~ ~ ~ ('expanded pofljsfyrene r exp Jf r,1//er EXTERNAL KEV DETAIL BRIDGE NO. 55-53/ POST MIL R4.B2 If 5e12~F--FR--+---f++-_,::::::;:=-,-i SECTION B-8 #4 tot 5 SECTION 8rB1 h ". /!O" Nofe: . 11 " 11 For deta,!s nof shown on Secfion 81-81 see ,Section B-B. For transition rrom 'B-'.a" to '81-81" extend f"oofin9 bars rrom "section 8-.8' ,, o" min, info "section 81-81' ;:;oroJ!e/ to ,t Br9. JAMBOREE ROAD OVERCROSSING ABUTMENT I IIEVIIION DATU (PRl!LIICINAAY 1T~G£-0Nl "l ,_ ... _ . ..,.,. ......... I / DSDl:111 For curn; dafo see "Genero/ .Olan,, Pile SpaCi(llJ 24 1-2-¼11 -8 ELEVATION F-F -B, , ~"asured olonq WW LOL iAbul:3 I' _______ ..J l I I :L ' ' ! Jamboree Rd 3!11'' 6~5 II \ ;4'x 22"x ;ff( elasfomeric br9.. pad. See "8r9. Pad Derail," 'ilbufmen'f /" sheel, 3@ 11!. o" = 33: o'' l- :~ '" ' , See Elevafion A-A, Abufmcnft I Sr,eef I I I I I I I I I I I ' I I I -/-------L __ ___r-:t-------:'------,-------t----t----:t_--------:::------t--,_/---------L----~---lrn ~1L@1a· •5r;;;@12 "~'L '4LJe12J t 8r9. Abuf. 3 J~ Brq. Pad 5oYcinq Pile Spacin9 •~@/8 x bar. •s@12 ®bar -1½ Y. 1'0' 5-'....31/ -114LJ@,,/2 •11 tot. 2 •4 tot. 2 •11 tof. 2 Transverse 1!d' Beam ,vote R, w- 1 --0) WW LOL SECTION E-E @&Cl) bars ore 11, addifion to those shown on@ Y2 "= 1!.o" 'P'26. + LJ @/2 SECTION D-D ORIGINAL SCALI! IN INCHES FOR Rl!OUCE!O PLANS I 5@; 7! 10·• 39! 2" a/ I-- PLAN • 4fot 2 •11fof 2 '4 tot G '40@!2 --+-1----:cca--#IO tot 4 -' <n SECTION G-G State of CALIFORNIA DEl'ARIMENT OF 11!AHSPORTATION CU 07 Zd=J WO 074S"dl Note: For Sections 8-8, a,-81 and c-c, and reference lines CL.O.L.l, see 'Abutment I" sheet. Note • S1dewoll< joints to match size dnd spdcinq /n barrier rail. BRIDGE NO. REDUCED PLAN USE SCALE BELOW L I ~ ::1 3 INCHES ON ORIGINAL PLAN 55-531 JAMBOREE ROAD OVERCROSSING POST I IO>ITERED CIVIL EMOIMU~ MO. R4.62 ABUTMENT 3 Di~•P,:ard prints bcarin,: oorlior ,~v,sion dales - ----............. ... Ed9e of deck Face of cap I 13 ro 12 r PLAN OF CAPS Reinf. in closur<' pour is in addition to rein£ shown on 'Part lljpica/ Secfi0t1" of "li;pical Secfion • sheet. TOP CAP REINFORCEMENT ' Face oFcoJ:)] - :} Between columns ,;'l Column Nd, I --~ ,;<t_ 8efweon columns Nole I~ e:xcep OYBI' column area onrJ sloping girden. . 12, /2 15 , 10 II 15 12 ' I r I ' I If 'lj I , IO 15 I ,12 12 /2 15 - BOTTOM CAP REINFORCEMENT End of spiral and fl~ rein£ Chonqes in spiral limits where ~::'S ____ ~ dllcts ma11 lnferrere req,,ire the approval of tho En9ineer. ]----- TO /Bmax. ELEVATION ., DESIGN Dl!TAIU QUANTITIES 11}' ORIGINAL SCALI! IN INCHES FOR Rll!.DUCl!:0 PUI.NS ,II ·---ll -II I/ Stale of CALIFORNIA DlPAIIIIEIIT Of 'IIANSl'OITATIOII 15 '/5 ' 15 ¢Column Nole: " : IO_, 13 ---[i.---- Face of'cap A I I fop and bot tom cap reinf'orcemenf shown 15 •11. Numhers df ends or bars indicaft: disfanco in f'oef f'rom <t: Column f'or fop rein£ and<£ between columns for boffom reinf ,.it Column Nofe /: = indicafe, bundled bars. Bottom outside face of' emrior irder (j l REDUCED PLAN USE SCAl£ BELOW I , ' j J INCHO ON 01M1NAL PLAN LFace ofcQI) Nole: For column,ond foohnq defoi/s see 8enf 2 Details" sheet. BRIDGE NO. 55-53/ • R1-.B2 JAMBOREE ROAD OVERCROSSING BENT 2 OJ•regan:1 print,, beuia~ earlier "'vi•ion dW.8 - MYII-DA'fa (-LMII,.,. .-,,._ONLY) 6 15 I t5@10 . . .. . . . ~ "Gxzo!o" tot 25 @bor ,!,_"[ Omif uqper "5 .______, SECTION A-A . -l:j . 7 Iii~ I 30· • II bars t3undle ever!f Slli bar-.:.._--f<1\+tf:t:11J ©bar t ., t COLUMN ELEVATION SHOWING I . . I MAIN REINFORCEMENT I Limifof® and disrribvrion reinf. ,:i • C .. ' . . . ,,. P.l.7._ i""--Moinco/. reinl _.. Out .s1d11 face o1 co/um,, SPIRAL ANp TIE DETAIL No Scale. DETAILS. QUANTITIES 6' J, t-1,·,,·rfo,., COLUMN ELE//ATION SECTION 8·8 SECTIONC·C State of CALIFORNIA DEPMIIIDr OF llAIISl'OIITA'IIOII I I 111111'. I .:OUl!JT -ll'Otfllll.D-JOl'"'---1 J a 1071 Ora· I.:· 73 - I T3.(D I .fr, l /521 /8,f ,,,,--,-.-,,JI tot 22 ••• ••• • II tot 40 LJ LJ'------'hvndls in pair, ti , -<(.;1,. llfl REDUCED PLAN USE SCALE BELOW- L .. ....l.,.-l ..... J FOOTING ELEVATION [;i<t Column . .\ FOOTING PLAN ¼!,"•!~ON { 21 pi/os in !oFf f',11,. 22 piles in riqhl f'.1,>•) STRIJr.TI 'RES • DESIGN 7 ., " ....,.......__ Ct<.3ol •IICIJ•CT •• HR ftSOIIT.~ED Cnll SMGIHH BRIDGE NO,. 55-53/ R4-.82 ...,, ~.. .... ,--...--<(Ttl" -----: ~➔ \f ~~, :::.~C.,it,• ,s• .. ~D-o,-, Notn, I. SJtt nld lo H mat# flm. Z. Butt "'d lo H /n flat or horirontnl pa/Non . ~-Lap bar ~l#Wd on apilc. . 4. Flan wit/ lo I# ~ In dlr«:tion .,-,,, . $, Lop bar .,., ,,, 6/ff lo ,plro/ bor. SPfRAL SPLICE DETAILS WELDED OPTION JAMBOREE ROAD OVERCROSSING BENT 2 DETAILS . r CConcrefe Barrier lflp• 2G~ with Chain Link Rail Typo G • 10:0· -~ f I 0 38:o· . 1"--2.0¾ ~\ Jamboree Rd. j -Prol',1" Grade /JR! 9' / .8: o· /a:o' Closure po11r-. / , ~ ' 1·;:.i Dlff. r;QUIIJY <J> 24"• 22• future ufllifi; oj:J.ninq. 07 Ora <3) t4"x 22• So. Cal. Ectison Co. G·5"ctucfs. ~ 2a', :za"cify of Nswporf Bea(:!, 2!/'tl steel waler line. ""•·-~-.. q:> u·, 2-1' So. Col Gas Co.8',i steel qas line. ~ 12x 11,• Pacific Tolephone G • 5 "ducts. ~ Ca/trans 2"¥ Sprinkler Con fro/ Conduit (t> Calfrans 4'',I supply line (Brid;e) . ~ CiflJ of" Newport Beach s·conduif f'or rufure use, 48!o• . -2-0'i 4:0· J!.9' Concreks ) &,rrier 1jioa 25· lfr "·' ' ,-r:1~;1/ ~ \~. 11DD D o, 1D rt> :~ ~- l\4'fillef{typ) if./! •~r \\~ ,~.i ..:.~5 : I ...,.,. 14 cont fof. 3 3!1o" #5 conf tot 3 2~3" : i<J>G:J• . I . " '9<'!-<t Benf 2, See Girder lavout"sheof ! I I H I If 4 soaces @, 8-4 • !J:3-4 47!9" LEFT 8RIDGE *G®'l Span 2, See "Girder Lavouf11sh~ef. ... fu~, [ : I ,):7• I I 2!J 2:" 2!! z!f' G!1"' ·6 . ~3 .. A!n" '?2! •• I tn~4• TYPICAL SECTION op lo(_I(} re,nr.@ ;,4@ 18 max, • 2-"5@/0" lap •Stot5 tap , boffom with deck ninf i 1Me~~L64 •J'o"tJ12 min. SECTION A-A VAULT COVER OPENING ., Dl!:SION DETAII.S ., QUANTITIES B7 End diaphrc1qm ORIGIINAL SCALI!: IN INCHES l'OR Rl!:DUCl!:O PLANI State of CALIFORNIA DEPUIIEIT Of TUIISPOITA'IIOII f'.5' ! ,I II I " 5 ""0,::85@, 7·/0 • 39-2 i • ' ...: a• RIGHT BRIDGE ~ # 5 ~ ~ 10 \€§) Place parallel to 1l 8enf REDUCED PLAN USE SCALE BEL.OW t:: I ! :::f :S INCHES ON 0RIIINAL PUN BRIDGE NO . "5@ 18 IT/OK. ' I ,~I" ~3" .3!'"' 55-53/ JAMBOREE ROAD OVERCROSSING • R'l-.82 TYPICAL ECTION o;~..,gud print,, beari!IJ! .,.,lier "'•ision dates - ,_.,. ___ .., ___ _ ' , ' DI out I I Pron'de cast-in-place bolls < anchorages I ' 0 ---- I I I L I' - -- L "' I I <§] L " I I L I •~ ~:1:1:0' tot 82 til top slob({;per bo!I, 2 per oYerhafl(J) For placement see tap slab sn'Tf!pica/ Section' sheer. Numbers of ends or bars indicale disronce in rl,ef rrom ,t t,enl 2. --- I~ 8 15' ,, 8 54: Span 2 - I I I Dllf. COUIIIT _..-l'OIT ■-TO'l'AI. ~7x52-0 fol: 62inbots/ab(6per I0710ra -I 73 1 T!).r~ mr,..,,. 11,::41 int lxi!I, 2 per slooed balJ),,For place-n • -ii~ •. _ menf ,-ee baffom slab on Ttjp,cal .................. ~ .. ~ .. "-''-""""'---;;.,a;.,;,;"""n"'"'""'"'"".l •• ,!;l •• 11. !.._...,._I Section II sheet. Numbers at end,s n • I'. , ••• of' bars ind/caM distance in • .,. ·-~··· ~'ie,:d:ei:nb=.-l'"'4--ill' Ml!>._--. __ -J ftef f'rom ,t Spon 2. v-t Abut. 3 -----~f--l I - .JC:lf :tuH --~------ L:: Ji - Closure pour al.so ;-for full hei~hf .;z/-r end dk1phra9.m -at both eni/s 1'. -r 'I ,. -r I ti... _______ ' ------ -I " -' ,: Ls r I nruX J I I,_ - \@I ' "-- Theoreflcal poinfof'-----. _µ no mov~menf -/tJ{J - I - - QUANTITIES BJ J. ~·.,,,1,_,.,.... I . ---,, ; :.;.:.;, -----------------+---------~-----+--- LONGITUDINAL SECTION I'• 10' longifudina/, ,~ 5' ,erfica/ ~ '.?'-' u ,I a-.;:, , ,/ .. . .~ State of CALIFORNIA DEPAIIIIEllr Ill' TUIISPOIITATION ORIQINAL. SC'AL.1! IN INCNH ' FOR Rl!DUCl!D PL.ANS i ' I ' l Sign "2 STRUC.,., 1RES -DESIGN 7 _1, A .~ C,t,..,0/ CU o7Zo? n Cable path is o parabolic curve between points shown. BRIOGE NO. 55-531 • R4-.82 JAMBOREE ROAD GIRDER l REDUCED PLAN USE SCALE BELOW I ~ 3 IMCMES ON OR111NAL PLAN OVERCROSSING LAYOUT • F-·: • ' j WO 07-'fS/!/ I Diare111-rd print,, bearinieotlier rn•i~IOII datea - 1 ..VIIIOIIIMITni-L1_......,ITI.Ol!.011LY) ■ -ff I OI' ,,, Y.'1/,J I I I I I I q I /5' I I I I I PISI". I CO\IMTY r -~ l'OSf••LD--T<rtAt.raoJ&J:J '".£"' -1071ora1 73 I T3. b IR GI.Co 1551184 ". f ...... l .. "'fl B,y.~ OU•D• OMG,•U• OOG;;·•·;::~ ONG OH ... l<UII 91 DAT ...... ..,,,.0 (l,., ...... ~ ..... 1.-. ' l'-:3" 1'3" ~ ~t(A '!S"@ f2x2!C Bar position berore. ~B?E/'ffe,-0,7:n:&W&#,WEffi//'ffvl I REDUCED PLAN [Ldt side only. USE SCAU: BELOW ' t= I ~ J I presf-ressing (grade 40 reinf) 3 INCHES OM ORIGINAL PLAN -~ concr~te inserh, optional a.s ci-+.-~ approved by fhe en9inser. ' .... 8 CONCRETE TYPE LIMITS f: Int 9irder ..J ' #5@/2 to be placed oF-ler " --sfressin9 is CQl'np}e.fe. c:=i Sfructura/ concrefe, bridge Fino/ posifion o~ler pre sfr.essing ~ Structural concrefe, br;dge ( .3600 psi of 28 days) ' but before recess is .fl/led ~ Sfrucfura/ wiTh concrsfe. concrete, bridge fuoflng V Nole: Skew nof shown , -- Ext girder--'; r-:_. #5•G'O"0 6\ i.s-<l 8rg. . i rs ~ -" . j Girder reln'f: j I ) • • \=-,~ #,conf,tof4 -' ANCHORAGE BLOCKOUT #5 [J e 12 __..,,, p ~n~ l'•o• *5, tofd -...., .,I ')_ ' S1l 8rg. -#6 cont, fof 4 '---J- ,,,.;,.. £Jt Seal MR•J,f@ .. f'--3" ,•-3• GENERAL NOTES /!,mi,, '"'"· ~Wafers fop® LOAD FACTOR DESIGN ~ SECTION 11A-A11 DES!Gfi: AASHTO NIN ltl'7 .-II~ IA1ffl"'1·aMI N -,,i,-tH ., ---------, -.. .,, @12 IRIOGE O(SIGN SPt!Clf'ICATIONS l•trta. 1 ' ~ I ¼, " ... 1'-0· IDPDLQO ........ ,_,_'-_.,. __ ,i---, ~ c:-#4@ 4 Grilloge uw: t.a,,l)UG, .................... _,..n....,i:-, •s[lorLJ e12 _ iv I'--both woy.s. Grilloge -........., ,, .... ,.. I ,, exfends 6• min. beyond ., ... ,.., .... I " brq If perirne fer. ••• ~ I ' ~ T_._..._~----l I ~ '• • !0.000,-1 -------_J b 1 •• 1,20C1,o.1 . '\of . -~ # S __jr> GU,;fot 4 1-iEil.WWWO..oNCMTE:-,._.,,. ........ £ <'] 6'·o'-@ ea. girder \I) SECTION 119-911 ~ - ~• -l'·O'' -V ---..._ ~mber /in-, LEFT 8RIDGI: ' <, ~ ~ RIGHT BRIDGE Note: ,-/ Profile line Presfress Anc.horage De fails ore For PRESTRESSING NOTES PRESTRESSING NOTES illus trofive purpo~e only and f°inal •P1ac1r; "fl 700 klPll tOlal ■I J■clclng ~•I A.1 :: lfi~ 0PJ1ck " /2/ 00-klpl tolal at jactllng ~(I) A.a a: ifi~ ~ b/ocl<.ouf will dt!pend on fype of" pre..sfress ' r r "" "' ~ § f "' " ? 1; ..._ . . . . .sy.sfem u.sed -~1<~-~ I " Tolal nunib91" of gln:I..,. = --2..._ Tolal number ol gln1erl, = ____a_ "' ii} "' ~ ... ~ ~ ~ "" -:111 ~ ConcNtt: l'c = ~ PIii • 28 day a; l'c1 =~Pl'l .th•ol •IN•llng CDIICNII: f•c =JfQfJ psi. 2Sdly1; 1•c1 =~ PllfH•of1lrNel"1 il' ~ w GENERAL: ·1. 0.1lgn 1, baHd on 11 : 0.25...., k "' 0.0002 • .-.:f GENERAL; '1. O.elgn 1, blHd m, 11 : 0.25 &nd k "' 0.0002 • .-.:1 modified !or horizon Ill curvK 1Hg11111ent. If any. modified lor horizontal curved al!g-.1. If 1r1y. CAMBER DIAGRAM f>iack •pec:Hled II 1h11 Jacking 911d(1J lncluci.1 friction Plack fpecllled II lhe )■eking .-.cl(I) lncludn lrlcllan IOHH .,,t pn,vlslon IOI 32.000 pal 1011 ln llfHI. lDlffl _,,t provl1lon lor sz.000 psi IDat In IINH. No 5cale 2. Tendonl lo be jacklld lo 0.75 f•, end lndlond 11 an ' Tendon, to be jacked lo 0.75 I', ud •nd'lored at., Does not include allowance equivalent ■ncllor HI = 5/8 ... equlval""I 1nchor Ill : 5/1". /'or f'alsework settlement 3. Con1ractor to •ubfflll 1lang1tlani2&'i!Ad ■eking c■lcul1tlon1 3. C<lnlractor to •ubffllt ■longallon~lng catcul1Uoi1 bHttd on lnlUel "'"' II • " • lhnH jlcklng ,tr■.e. bu■d on lnlUII ,vn, II. = . "-j■clr.lng ,ir.,. -._~~""!""{"!!:!'-I Npa,1-. '-11• ·,c. ~-Slr■1al"G tMII N ,...-i.;.._ _.,,. l~fP111-at1ly. ·~-...i~;;· ,~s a, ..2 ,£/.,«µ~ ~·· State of BRIDGE ND. DESIGN ' ~ ' // .,,,,--I .,,,,.,,, JAMBOREE ROAD OVERCROSSING ., ' --CALIFORNIA smuc~·RES. DESIGN 7 55-53/ Oe:T,.ILS ).4l; •. "'"' 1~ 'e,¼, -r .,, ,; . . , ,.,___ ,;;, 7 -,Off QUANTITl£S 8' .), tJ.-",,--.{o,-.. °7,-:io ~, ~.,, ..,../..L DEPAIIIIEIII' Df TIWISPOll'ATNIN C. "Sot R-r.ez STRUCTURE DETAILS ~ ...... OCT INGIN I~ ~OSTHIOC,v,~ UGOHH ""• OSOJ!II I I ORIGINAL 5C,_LI!: IN INCHES ' ! ' ! ' 1 cu 01Zo9 I Di~<~,ci:ard prinlJ< h,,ar,n,ci: earliPf ,~.,;~ion dat,,11 ~/4~tH)N DAi (PllrONi "~~-r~ 1 -ff ~ FOR REDUCe:O PLANS ' ' WO 07.l(S~J -I I 10 I 15" _____ .,..., ___ Mitt shell thicltness ~-1.m4• ~l ~ ~ "' 115 fol: 6 SECTION U-U (Mandrel driw,n} Min. shell thickness: Class 45 = 01793" Class 7() • 0250" SECTION V-V ' :e g t li!-i ,i ' ., ~ i I l!1o ., I I I 'lo f\g~--11~=::J-__ t -, I I ~ - i Iii r " il ,., ., C, lt~ .i;; I I I I li ., ~ @,·' Ii, ~-t'l ~ I I I !)! .. 15 l:: I ,ll} l -t l ~ ,l! ... a: f ~Ii t ~ 'I:: -I! ,l! .. "' .. t ~ ..., t lo ! @, ..., V I I ... ~ i l A/Mmtdiw 1;, shape at option of Can/roe/or ¾" min. t ALTERNATIVE 11{111 ALTERNATIVE 11V11 Noles: De/oils are the same for bath Class 45 and Class 70 piles unless nolBd othdrwlse. A 10" mlnlmum diameter pipe t1xlenslon (Ihle/mess 11: Q/798"mit for Class 45 and 0250-min. for Class 7()) may be used at /he lip of AHernallw "Z11 when taper Is ~, or more in length. Pll1 r111"nfo~m,nt exflndklg info. a footing shall be hooked as required lo provide clearance lo lop of foaling. Pf/es shall be extended only ,-,, accordal1Ctl wlth dt!falls shown elsewhere~ in lhtlse plans. Lopped splicss in spiral pile rwinforcement shall be lapped 80 wire diameters minimum. Spiral pl/B reinforcement at splices and at snds shall be terminated by a 135° haalr wi/lJ 6" /oil haalred arO<lld a longitudinal bar or strand. nu 11a. XS-10-26 3/83 -...... STANDARD DRAWING •• ,,. " f/1f Mitt shell fhickn,ss.- Closs 45 = Q375" 12 3/." max. Pnlcosf Ft'estresssd :ss~a•0438 ,CT ~~ P = 123,000 lbs. min. As = 0608 sq. In. min. Concrote~ #6x14'-efmin. ,r--;, lal.4•• "6 x 14•.o• min j~ f' • ., ~ 1ot 4 u • ♦ Pz/60,000 lbs. mi'I. Min. shell cross -ssclional area: Class 45 = /6.0 sq. in. Class 70 = 18.66 sq. in. As• 0790 sq. In. mlo SECTION W-W 2•1 hole - " I t , l ~ ... -~ ,11 I ..,. ~ r l! ..., ~ "' 1 ! ALTERNATIVE "W" SECTION X-X -1! ~ r ., ii ..., ••ro bs in place whBn pI1e is cast. '1...1 2 ~-2-,=--=_j,-'---' ALTERNATIVE ':X" H * W II al 2 may be subsliluled SECTION-Y-Y --~ r+ ., @, ALTERNATIVE "y" PRECAST PRESTRESSED PILES·· T 1 i-£'.' P = Prestressing Fores If section used is larger than v,i max. ! ~ • 1§) anchorr,gtJ ~ ':/:,i, 5;,;'/::des";;J '::/m1n. + ~kup plate As • Minimum area of prestressing steel requirr,d. SQUARE GROOVE Concrete Strength: f'c @ 28 days 11: 6,000 psi (Alternative 'x' 45• 5,000psi(Allernatiwl'YJ \l..f '.' t'ci @transfer • 4,IX'(] psi + 5 't :•~ackup plate DESIGN LOADING ... ~ .. !l-~::: g~ ~ .. • "' -~ _, " ' * ... ' .. J! ' :::: ~: .. .. • ., -!1 _, " ' • SECTION Z-Z *Measured out lo out of corrugations. To accompany plans do1M REDUCED PLAN USE SCALE BELOW t:: I ~ 3 INCH~ ON ORIIJINAL PLAN • 9 wi!h standard 90" hook, /ala/ 2 (bundled} grouted in 3" dio. hole cost or drilled into center of pile j C11toff line I 1! l:: "l .. ... I !!! ~ :::: ,l! t l l .. 1;; ..., ... .. .. go ~ .... <'.l L 10" mln. ",f '-+-"''-==- ALTERNATIVE ''z" ~ x 121-0• lot. 6 Instead of •6 x 14'-o" total 4 ALTERNATIVE PILE ANCHOR FOR PRESTRESSEO PILES **Within JO" min. d,a pipe extension. • • n WI/ at 2 ½ may be substituted 3" for concrete plies 5" for steel plies SINGLE VEE-GROOVE SINGLE BEVEL • GROOVE Class 45 = 45 Ions Class TO= 70 Ions NOTE: This sheet supersedes Sheet No. 82-1, page 86 and Sheet No. 82-5, page 88 of the Standard Plans dated January, 1981 Superaedes Sheet RSP 82-5 dated April, 1982 -.W.ICWMIICIID ,_ IIDUCID ........ • PILE WELDING DETAIL -BUTT .JOINTS Notes: /. Siilg!fJ Vee-Groove and Squo~ Groove peimilfed for all positions. 2. Single Bevel-Groove permllled for horizon/al joints only. ,_o1 CALIFORNIA DEPARIIIEIIT OF 'IIAIISPOITAllON I \ I STRUCTURES-DESIGN .,2 ,Jc«r··~J?; (!//,3ol .. ~CT U .... H ~ .. JUHOCIV,L PO•UU 0 CU o72o 1 WO 074'7, 'J STEEL PILE ANCHOR Steel piles, exi:epl for ':41/ernatiw, w" lo b8 used only when shown on P,/e type ta be as designated elsewhere PILE EMBEOMENT i~/:/:rmilted by /he Specb/ REVISED STANDARD PLAN 11 ~, I .. 55-531 JAMBOREE ROAD OVERCROSSING PILE DETAILS -CLASS 45 8 CLASS 70 RSP B2-5 ;t CJ ,. r, I () Backfill abutment to grading plane prior to placing slope paving 8'-d' ~L I '( / Slope rounding , . ,, --==--=--:'--= F°' dilc/J dimetzslons see Road Plans "3'1/ ~12 WITH DITCH r ' 9• SECTION A-A · Edge of deck 2!..o" 1/z. Fn!molded exp. j0inl filler I Top of rolled edge 0 ¾"Edger finish Finished slope 1--~~----t-.,,__ .. 7 'c ,· ·' _, - Outside factt of W.W. ·g• * This dimension becomes zen, when ,__ __ _, .Gravel edge of deck is at outside frlcr, of W.W. I Fl. thick cut- off wall al end of W.W.. SECTION B-8 level berm unless fz\ otherwise shown ~ / / ; / I / / I / I / I I /) / I// Weep holes not (v Top of roll•d •dg11 @dwhell 10-S • • ..1.· S-S IS /1111; ':, fol. Bdge Top of roll•d Bdge WINGWALL ELEVATION / 8" curugated y;<,_ 8:::,: :::;:"" on detail shHls. -1---=~-fl';,~-Preformed groov•• ll'---........ -..--'1----+-----,f/J I Finish ground Jim, steel pipe{O.064"lhiclr) downdroln { a064" lhlclr J underdrain behind abutment. Con~t lo downdroln as shown on limits of Slope Paving 8 Drainag~ layout. I I Match roadway Sitlt! Slop,. (v Top of rott,d / edge •319, 7•,. !2"t 2"£xpanded Polystyrene •., cont 0 I - 10" Asbestos Cem11nt Pipe (A.C.PJ . ,,,,. ,-_ z" Conduit for' future control and neutral conductors , -. __ Backfill prior _t0 tnsf<l,llolion of.-stope pa11mg_ • TYPICAL SE"CTION-CONCRETE" PAVING • / / Couplers shown on Slandord Pion D 97. I -e• CSP downdroin j'.=a=-=f'~-~-1,' I I "Or as dir«IH by th• Englne11r la prtlYld• uniform spacing TYPICAL -NO Cl/RB TYPICAL • DRAIN CONNECTION Shff broom limSh. Groov~s and broom marks lo be parallel to slope. ~--- Nole: For IIClual limit, of slope paring an llri, projtlCI Stitt skt1fch bt1l0• TYPICAL WITH SIDEWALK Top of rolled edge SP TYPICAL -WITH Cl/RB DRAINAGE DETAILS Note, Drainage Details are only OPf'licable when is indicated on detail sheets. <v Added Rolled Edge t PREFORMED GROOVE ORIGINAL SCALE IN INCHES FOR REDUctD l'U.NS • State of CALIFORNIA DEPARTMEHT OF TRANSPORTATION PICTORIAL VIEW OF TYPICAL INSTALLATION 8' CSP dowmlrain l /S"PSP / /'"berm REDUCED PLAN USE SCALE BELOW I ' 3 lfrtCHES ON OfllGIMAI. PLAN j r88 or E(J B"CSP---.....ll==li=aa==cjf==9f==9klJ,oc==_==jp===ll=c==9f====I Meawred along -face of slope LIMITS OF SLOPE PAVING 8 DRAINAGE LAYOUT STRUCTURES-DESIGN 7 · 55-53/ JAMBOREE ROAD OVERCROSSING R 4. 'i\Z SLOPE PAVING DETAILS -FULL SLOPE cu 07Z,o-f/ WO 07"/58/ D~pnl prints bearing ruHtt n,vi,ioo Jain -12, 1'5 l ( I I I -..._ I I VChain Link Ra11ing Type6 5'-0" (except as noted} i.---Concrete Barrier ' ' Lenqth for payment of Chain link Ratl/~~6 ___ _ B'-0" min. -12'-0" max. See ''End Post Cap Oeta,/'' ¾s" galv. cable threaded through %"; holes in intermediafe posts a· -o" min. -12'-o" max. Fabric continuous @ exp. Jts. a e/ectroliers---"\\ Provide opening in mesh as required 8 9"min. reinfw/6gagewire G-9 ga. steel wire ties @ 12" I ( to tension wire 8 coble ....-t.-{ Electro/fer J!. l-0" tO' -0" typical See "Splice or Exp . .JI. Oeta,1''---ap II!. not shown ~ X 1 2Cifm,nl 07 Oro . .. , ......... . .... __ s~pf4rnh4r 19, IBB.3 Secure fabric to intermediate posts with ¼" I hex. head self-tapping scre.+:,s with 3/4 x t¾ x 346'~ washer @ 15 c. to c. max. Anchor 546" galv. coble at end posts and posts adj0cent to electrolier openings or deck or -~ .... Type26 -' ,Fi "' c:, -' .... Omit chamfer @ electrolier. '-see Note2 wall joi'nts with stud socket assembly or ½" welded eye boll and crimped sleeve clamp. Provide I~ " min. take-up at each anchorage. ' L ~ ·t; \.._Type H curb shown~(to:-;b:e----------""":::::::::::J::==~~O:ec;k~o=r:-=w:ah;r:Jo:;n1-:;-------1 used unless otherwise shown on plans/ END PANEL B'-0" -12'-d' EXPANSION PANEL AT ELECTROL/ER TYPICAL SECTION ELEVATION /4"¢ hex. head self- tapping screws wit(! lock washers @ 14 c. lo c. maximum T.S 2 x 2 x 0./875 L 3x3x¼,11 I¾" L 2V;,x2½: x0./875 V.," tJ rd. ltd. machine screws with 11/2 x !V2 x3//611 fl washer, c-rcr,·,riw A -A plain washers, tq,ck washer, v<C' 1v, 8 hex. nut @ 18 max.--"-__,, 3 ½",hex.head bolt with plain washer %"XI~,, slotted hole in angle Tack weld~ "I hex. nut to cap ,f 31'6" cap If.. TYPICAL INTERIOR PANEL t¾" END PANEL 4~0"-8~0" END PANEL 2'-o'-4'-o' NOTES: L 3x3x~11 I. Horizontal angle shall be continuous over not less than two /'ntermed/0te posts except that a shorter length is permitted at expansion joints, electroliers and other rat/ discontinuities. 2. One post may be embedded 6 11 minimum to accommodate grade changes, otherwise fabricate post lengths as required. 3. Curved posts may be rotated in plan wtlhin its post pocket to accommodate curved horizontal alignment. 4. Straight posts and straight portions of curved posts shall be installed normal to bridge profile grade. 5 Top horizontal angle shall be parallel to bridge profile grade and shall be shop bent _to fit horizontal curves. 6. When roiling is on slope, fabric shall be placed parallel to slope. 'l: Alternative details may be submitted by Contractor for Engineer's approval. I[ Post pocket = I[ tube= I[ parapet-----, SECTION B-B SECTION C-C 8. Railing assembly except chain link fabric shall be galvanized after fabrication. 9 For details and reinforcement not shown see ''concrete 6" 4" ~,'-: ' ~ ~ E: g• #41.Qtol. 2 4 x 6 x 911deep post pocket POST ANCHORAGE OETAIL STANDARD DRAWING nu No, XS-9-108 """' DCTAILS "'""""' n Two legs >-,,.-----of 11ngle G ~6' cop II!. Connection detatls si1111lor to "Section C-C" ENO POST CAP DETAILS 5" Bolled alternative ¾,";hex. head bolt tol.2 wtfh 2 plain washers, lock washer a hex. nut. Finger tight 8 peen threads. ½" x t" slolfed holes in splice I/!.. See Note 8. Splice R. ¾ x 2 ~ xO'-tO¾" SPLICE OR EXPANSION .JOINT OETAIL Note 8.-Expansion joint same dimension as expansion joint in deck or wall. Increase slotted hole length and splice It. length correspondingly. s,-o1 CALIFORNIA DEPARIIIDIT Of TRANSPORTATION 7 55-53/ "" R4,8Z- Barrier Type 26" sheet /0. See Bridge Plans for limits of Chain Link Railing Type 6. I I. Provide thimbles at all coble loops. 12. Chain link fabric to be 6'-0" wide with I" mesh and with knuckled selvage lop and bottom. /3. When roiling is placed on a curved horizontal alignment with a radius of 150 fl or less, thread 5,,f5" cable through ¾," , welded eye rods embedded 4 11 into the top of the concrete parapet and equally spaced to limit the middle ordinate distance between the 546" cable and the curve to I" max. 14. Splices and expansion joints shall be located at { panel. 15. Holes in posts for 516' cable and its anchorage may be field drilled and painted with zinc rich point. l REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORIGINAL PLAN j JAMBOREE ROAD OVERCFlOSSING CHAIN LINK RAILING TYPE 6 OIIMIIIM.9CAUIN91CNa --...... • cu WO Dmp,dprlnb_....,-,iie, ............ .i.--it 15 , €. Electrolier d ,,o• w 9• 2-"s ~T x4!.fi• tot. 1-3 .&,, . •5 !\ ~15 @. Open joint to matcll a,ck F:lectrolier I ~ @ I -or wall joint widt./ anchor bolts ~5i~ /5 "5'f\@ /5 2.-•5--....,-x¢-6".tot. 4 • • .,5L,3o F:nd of wingwo/1 • . ~: 5f"'/5. •~ (jl,15 or Structure ~5\!711,,tot.4 ea. '5'.__@ /5 side of joint - Omit 1• chamfer for 1!5• of electroli'er ( edger finish I ' _.L_ -J TYPE 25A DECK OR WALL JOINT ELECTROLIER •5\_@15 •5\f7J,tot2ea side of pull box. t----------j 1•chomfer -"T ---, I I c:e-6'Transition Olff. ,OST •<US--TOfAI. no,,cr "'"' 07 Ora 73 IOll ail ,'"1<lllf.,_ I _...._ ____ _ Top of embonlrmenf Se fumbdr 19 191?.J 0 ;#5@30 METAL BEAM GUARO RAIL { See Road Plans I e------9-" JLj -Ll:=-_E_n_d_o_f -wm-. g-wa_/1 ____ ___, · 1• expanded polystyrene--......_~ ''f\@ y / 5 15 ----~· 15 -. , -..,. IV -~ ~----~------1-----,_ __ ----------. ,__ • -,_ N ,~ . v,' ~5J@t5 •5 @15J 2-•5w tot4 . ) TYPE 25A I expanded polystyrene • ELEVATION . 04 " galv. sheet metal. See S...: 0-0, TYPE 25B Deck reinf. "4 cont. tot. 8 . •5'i\@15 max . ._ Cone.~ deck or ~ --s cont. ,. Const.jt. 5x4'!d'@30max • 415 x3'-9'iil 30 riil'Fl''/F=,lf, •5r,@12 See Note£: 'MIii reinf. Type 25A 8 25B details ore similar to Type 25 except -as noted. Finish grade • ~ • "_5 ~l @ 30 max. .. ~@ 15 max. (to be in place before. deck concrete I TYPE 25A TYPE 25 Scale: 1/2 = /.o" SECTION c-c S I • //II_,, o" co,e-/2 -- 4 T ro Ifie flow PLAN F:LEVATI0N • METAL BEAM GUARD RAIL ANCHORAGE 4",5"xo!9• or ~€Post Pocket= 5•froc9• post pocl<.t n € Tube Post •II # l1'. • , Q\LI , 4 [J~ lot 2 . 0411 galv. sheet metal over ¼,-" neoprene strip. Coat lop of strip wtlh grease. 2-#4xJ1-o" l£l 2-#4x21-611 POST ANCHORAGE DETAIL Note.-See Chain Link Rolling or Tubular Hand Rolling for further details. NOTES, A. Walls ore lo be baclrfilled before barrier is placed. B. C/eoionce to reinforcing steel in barrier to be ,•, except as noted. longitudinal reinforcement to stop al all expansion joints. C. See Proj'ect Plans for electrolier /ocoflons and pull box type. 0. For F:kictrical Oetoils, see Slandard Plan sheets ES-7A,'1B,7C,70, 7£:_ E. Dimensions may var.y with cross-slope and with certain thicknesses of surfacing. See Br1dge Plans. • F. For Metal Beam Guard Roil details not shown see Std Plans A77-C, A77-0, A79-A, A79-B, A79-C and A79-0. SECTION D·O' SECTION M-M SECTION N-N SECTION 0-0 6 1 TRANSITION Note: ThiS sheet supersedes Sheet No. Bll-53, page 116 of the Standard Plans doted January, /98 r . Scale.-W = J!.o• Olll(olNAL SCALI IN INCHES fOlt lltlXlcm l'UIIS 0 State of CALIFORNIA DEPARTMEIIT OF TRAHSPORTATION No· Scale REVISED STANDARD PLAN BRIDGE KO. • STRUCTURES-DESIGN 7 55-53/ JAMBOREE ROAD OVERCROSSING =111u: (./4,82 CONCRETE BARRIER TYPE 25 cu CJ-, ?o'f WO C·74<;""8/ Dia'ega,d prini. bearing earlier n:>'Uiou data -RSP 811-53 -· i, I • ' 0 > ' • • L 0 NOTE, ClcmHlcotlan of..-th ..... rkdmlhownonthh...,ltbmed upon IWd lmp«tlon and It not to bti COftltnled lo '-PY IINChnkaf - 50 40 30 20 10 0 -10 -20 -JO -40 BENCH MARK 186 4'.m~c,I ,1.., l'&"J' .sh'//j #roW4, .sq,i,& .,-,,:,,~ ,n _,-r) c,,,,-1!!.,f. • ~liy,ll'(f ,e:q.vJ,1uu:,', JJ.,..,e,,,,,,. ~/I. B-7 0 186 187 B-5 • 't_ JAMBOREE ROAD 167 • B-6 166 188 8-4 M r--- w /'t ~ c;; !'.l N N B-1 1139 B-1 '~ ~ " I ' ' ' ~ ~~ ~. 8-J • 190 0 B-2 ,'·,T-/0 189 WO <>74o(Jt cu <>7Z.0? l REDUCED PLAN USE SCALE l!ELOW I ¥ J 3 INCHES 0N CllllalMAL PLAN 191 PROFILE l'e;r/. /" lo' ,d..,,..,_e. /" L'O' +60 111' ... ff Oft ,;.o,l.ll'QIINIA -40 :!!:°.!'!"!uo:!0=: ' .50 30 ~ ·, 20 IS', 10 0 -10 -20 -30 190 t-----------""'"""'~'-""~!!-!!!!!Aff!!._ _________ .. JAMBOREE ROAD OVERCROSSING LOG OF TEST BORINGS :D!.155-531 ~,...........,_..,. ............ _ Cl Dl~I 135'-0" f31-C,"' 4 Abut. I Slop_• ©t@n.s.fr.s.----Pavmg·-z__ r-.L-'--, L----.l Dafum Elev. 0.0 II kie of' CIJf 2:1 -- BB to +-65.01:, Elev..54. 27 l-lorizanfr;,/ cl•oronc,s line. IHI DESIGN .,~,onu~ <,VOL <HOOH<<• HU~O<• DETAILS QUANTITIES ' sigP "-7 rs.6T #' .S~e Road P/an, i Birch Sfreef 12 ELEVATION ~~ ~l('l ... , >N <I! "' "' ~ !) 13 I!.' IZ; 00.01, POT E Birch Sf• 2.<f5•fZ./OPOT f. !ale 73 N 40" -39' to• E. t 5 PLAN 1"=20" ood I0-82 .36' ·sign .,,~ r»er. See .Rood ,Plans --~ LO.\D FACTOII DESIG" • LAYOUT 10' 13 Abu,! -3 ~ 7be of'cuf ~B ,-,.,.31.0&. Elev SZ.32 3 1'-0• TOp of cuf J..!L. Horizonfa/ clearance, line. Slate of CALIFORNIA DEPARTMENT Of llANSPORTATION ORIGINAL SCAI-E IN INCHES FOR REDUCED PLANS REDUCED PLAN USE SCAL£ SElOW l I ~ 3 IMCHES ON ORl8IHAL Pl»I J 13 .-.d8.06 Join £xi.sf. Elev. Sl.,J :r ' I I I Sfr«el- ProF'ile Gn,de CIP Pr•sfr#!lss,gd Concrill-e Sox t:ilrdtilr r---L-_L __ 7 ' ' 1---L_...J ___ 7 r __ _j __ j ___ l I ' ' ' J... ________ .J J... ________ ...J J _________ ...J TYPICAL SECTION UTILITY IDENTIFICATION Ufi/itq 7ilpe Location f'romtl jl'uflJr• 1/ltlifl; Op,nlng-2a:a• Lt t Rt 2"; SI-eel go:, line-;3!0" Rt 2; Sprink/llr Control Condui/c-3t;;'.o" Lf. 4'tlsupply line {Bridge)-23'-3"1..t .3" communicafion conduit-35!0" t.t.;Rt Nofes: 0 Painf 8r. No. 55-636: ® Painf 1'8irch Sf reef O. C. '' @ Tomporart1. Rallinqs, type K See· l?oad Plans • ,, @Appro){imaf~ orir;/na/ 9rovnct af rl9hf eb'9e1 of deck. ® Indlcafes po/hf of' minimum verflcal clearance. APPROXIMATE QUANTITIES 4" SUPPLY LINE {BRIDGE) PRESTRESSING CAST-IN-PLACE CONCRETE WATERSTOP JOINT SEAL (TYPE B-MR l 1/2") B" PERFORATED STEEL PIPE UNDERDRAIN (.064" THICK) ., 609 LF LUMP SUM 138 LF 154 LF 148 LF SLOPE PAVING (CONC!SETE) 85 CY CHAIN LINK RAILING 608 L.f CONCRETE BARRIER (TYPE 26) 608 LF e~O)llfWGATED ST£JtJ;.'fE"~~-M:fAf'Tll1CK) 74 u:- STJ'I.UC'l'URE EXCAVATION (BRIDGE) STRUCTURE B)>.CKFILL (BRIDGE) STRUCTURAL CONCRETE, e:-,IDGE FOOTING STRUCTUR}>.L CONCRETE, BRIDGE BAR REINFORCING STEEL {BRIDGE) PERMEABLE MATERIAL ·(~RIDGE) 610 CY 300 CY 220 CY 1,625 C'i 314,000 LB. 48 C'i A/ofe: INDEX 'l'O PLAlfS SHEET NO. TITLE 1 GENERAL PLAN 2 DECK CONTOURS 3 FOUNDATION PLAN 4 AB11'11leNTS 5 BENT DETAILS 6 TYPICAL SECTION 7 GIRDER LAYOUT 8 SLOPE PAVING FULL SLOPE 9 CH1,ING LINK RAILl;NG TYPE 6 10 LOO OF TEST BORINGS A62-C B0-1 B0-3 B0-5 B0-13 B6-21 B7-l B7-10 BB-5 B11-30 • &ll-54 814-3 STANDARD PLANS DATED JANUARY 1981 EXCAVATION AND BACKFILL _ LIMITS OF P"-YMENT (BRIDGI!!) BRIDGE DETAILS BRIDGE DE'I'"-ILS BRIDGE DETAILS BRIDGE DETAILS JOINT SEAL DET,.ILS BOX GIRDER DETAILS UTILITY OPENING BOX GIRDER CIP PRESTRESSED GIRDER DETAILS TEMPORARY RAILINGS CONCRETE IWUI.IER TYPE 26 SUPPLY LINE AND CCIDruNICATION AND • SPRINKLER CONTROL CONDUIT (MAXIMUM PIPE OR CONDUIT SIZE " 4") C)r-Siundord Plan S/1ef!t No, V-Oetolf No. For 'Genera/ Nafes"see ~Deck Conloi.irS4,s.heef. BRIDGE NO. 7 55-636 BIRCH STREET OVERCROSSING POST MII-E 1!5.5 GENERAL PLAN Disr<'gard p<intl< b.,.rin,o: ParliPr rPvi•ion due~ ---. MVDIDOIOJ,TES jPA!L-MY ff AGE OIILY) ½;8 ...J. 10 ,t,Abufl Ecf<Je or deck- PLAN D!!SIGN State of CALIFORNIA DEPARIIIEIIT Of TIAIISl'OITATIDN ORIGIN,O,L SCALI! IN INCHl!S FOR Rl!:DIICl!D PLANS t Notes: REDUCED PLAN USE SCALE BELOW I '· ~ 3 IMCHO ON OftlllkAL PLAN J Birch St DIIT. CCUIITY l'0ST •1r.a-torAL l'II04C'I 07 Ora. •u ..... uc1v,LIHlUh•.,_.-, a -ind/cotes even f'ool contours. x ~ indicafe5 /0' intervals. Contours do not lnch..tde camber. Contour interval is 0.10.' BRIDGE ND, GENERAL NOTES LOAD FACTOR DESIGN DESIGN: BIUOGE DESIGN SPECIFICATIONS ( 1977 AASHTO wit/I foterim1 ond Col!r11n1 Supp11,.,.n11 ) DEAD LOAD, lno:h""'• 35 P•f IOI' lull ... -Ing ....i-. LIVE I.OAOING: ~-.u-r, .. -""""'" 6-•fgn 1-. REINFORcEl) CONCRETE: 1y "'IIO,CQI pal 11,_ • 3.250p1I ... T,.._dack alabll_t..., SUMI 01,-, .. ) 11 • 20,IXIOpal I,_ • t,200 pal II • 10 PRESTRESSeO CONcRETe,.~, 'Pfffl,-•l"lf Nota1• STAI.ICl\lRAL STEEL: ly • 3'1,IXIO pol FOOT!NO PREtlaJRe (TOHS PER SF) ,O,LLOWASl.E OE8!0N Abufmenf I 8enf 2 Ahufmenl 3 (JJ 1r DC/ow ~l-t:. v. .Z.S e El. 4Z,O 3.Stl! El. 24.0 3,0 <! £/. 41.0 , DESIGN 7 55-G3G BIRCH STREET OVERCROSSING T RS.5 DECK CONTOURS Disregard prinll< be1rins,: oarlier revision d111ea - NOTES L«:o.t1on of undtr-9roun~ ,.shl 1hu ~ shc.Wn a.rt o..~roxirno.te., BENCH MARKS cam 10-:rt n,v s1.1'::I Ai S:W. c.omer Bd•iol St. \ B,rc.h St. FP o.. chl!>el n,o.rl(. in Top c.v..-b a!-E..C..R. o" S.. !>uic. Bri•tol St. ~l' S.v/. i: Bristol 4 So' M.W, lSi<<II. 250-A-7tl. Et,v 5110 Foun~ ehis. "c" on rtE.. c.orner elf 'bu.se-of E)ncon S,sn ~t.o' South of l Br-,s.+ol "°',Cl E.o.st « l lrv,M .. Avt, • 1 t.( Ele..drohc.r ;j: Tro.ffic-Si_gno,I PAELIMNARY INVESTIGATION SECTION I • NORTH CD 10•00.oO Birch St. 547%1.2• l'-O~ll,131i:i 8ri!>fol $t. ® 12+00.0fo Birch St 54_7•13.040 245-1-12.10 Roule 13 EAST- 504,1~7.•8 S0•3Z8.0i0 REDUCED PLAN USE SCALE BELOW l : ~ J 3 INCHES OH ORIGIMAL Pl.AH \ y . ~ 52.1 I I 60.7 11 11 ii t;j l./,-2'PCC ~ 11 (I) JI • 1: I • 6'c.ho..1n • :,j Uak f,,c, / ~ -1 ~ J 11 --<1&,,. ' > 11 • ,'.': ~ ~ JI "·' -:_:-.g:.:c~:5.~~~==±1 ---·------·-It. 4T~ a· • r ---. ---' ---Jl 6~~ ·---'"~,i;;;===.,....==-----""""-';~ _ _j_J =====~;J'--=:-·· ~-; -;,_ ~---; __ ,_;;-~_-_-;f s. _, \ ____ ., Sew~ 8.5eu.1c.r 1'_ ~ --·---~~ • ") Dt:119N ~ 62•7 £ Sfa.lJ.•,U.31 State of BIRCH STREE 40.!f Nof~ b /)enoles Doi/om oF t'ooflng elevofiO.n For d~foils, nol' shown, see •Abufm,n/1" and "8enl De/ails" .th•els •11110c.e: NO. 51.5 I 14 -· ~ -------07 Or-a 73 T 3.G. /R.G..(. IC.3 104 ,. ......... '! .,. 1)....tw. ,~n ,.., •••• 0 ,.e Sepfemher 7g;•j993••••nh,_ .. , DATUM .,,.~.c..•c,,:_cc~,.c.•.•,-ic_'-''"-'-""''-"--'-' _,7_-7!..:"-"~"'0 ~f.=·=··==••:.......+.'~• .w.=•"'' "'-0 ---lot:TAILI T,.T --, Tll4Cl!:0 Br CALIFORNIA l'IIOJIECT I.HGINl:1!11 7 55-636 BIRCH STREET 0VERCR0SSING P'OST MILi! FOUNDATION PLAN CHl!Ckl:D S, Ol"GIHAL sc,u.l! IN lHCHI!:$ l'"OJI 111:DUCl:D l'LANS IEPAIIMEIIT Of TIMSl'GITATIGII cu 07 209 WO 07"-ISBI RS.5 -OAftl - 3 10 DI an, eek £dqe of 0 e.;,,;,fended _( lv'mgwall L DL rr -- I I I I I I ~ I I I I w~----- :1 " :---. I r,7 . r 7 I ' -f'.6J< ~t!' 8'-.AI/.~:· '=5Z ·--~•I 37'-9' r • :,. :x !) "i ::s: ~"' \) !'l ·!: <:) cq ... "'~ 4) I 7 I ~ PLAN M-122".<I~" Ele2.stomutc /3r,C1rin9 ,,Pe;,ds~ --------' ---- I I , ~"..6~ .37:..9" /v'ol4 Abulmc:nf 3 • shoy.1n Abuhnenr I .similar r □ ' I I I I I I I I I· _I n ,, ' 11 7 '::, ~ ~ ~ ; t ~ ., ' "' £ Abu/'. !! 84or),i.., Pod ...:J_pacJ,,,9 Note. For Ufillly informahon, .sad *Tvpico/ Secf1on "Jheel. ? ff))\fall4 Berm Elev {I) .lbvt I cl.= 'f5.0 6 • ,r;,Abut 3 t:J = 'f3.5 L q r'----------------~--------=--=.::..:.::.. ____ ___i;,-- ".5 r--,.$/8 •s. c:::," /8 Opfionol Consl Jf., Consf Jt .5-•7 ~~--jfl-T"f-, 4-#~J-----+r-f--<-+--.-1 frCJnf C rear I" Expanded poly..sfyrene 3Nmin t !''expjf f'iller /~'' Expanded polysfrene ELEVATION 3,16'" I'~ O" See :Slope Povin9- Tull Slope~ Oetot!s WINGWALL Noft~: F'or reinf U..5~ 1.,.•£0 EL"VATION l REDUCED PLAN USE SCALE BEL.OW I ~ l 1NCHD OM OR1$1NAL PLM j !Joint filler "1-x+~-o"' fat C, cenfetrd under ea hr9 pod •-,. cont for 2 - u,n: l'OST •ILD-101'.U.NCUICT '75 : .. ·_-;;;_..:,. ,-,'<r,,,_ l.:..4-/8'-,. • • I ,. '." To be adjusted as nl!cessory f'or ,nitiol shorfenin9 os directed by the Enginttr _ ,4 * 1a---11-....----• :e-~+---4£~,2..j . • ..•. • f~o· ,3'..9" SECTION A-A . Elev. level with 1Jtintt · w6__J,.. ,e c-i--<r-,. tot,#/ ·~ '--l--"611'·~': Abut f~:· Abul.S Typ obvf-reinf SECTION 8-B £/asl-omeric. b~arin9 pod,. CoaJ fop wllh grt:ase .. CoYer wilh l6".r~4"-'•01'4 galv.. ~heel rnefc,/ EXTERNAL KEY State of CALIFORNIA BIRCH STREET OVERCROSSING DEPAIIIIEIIT OF 11ANSPORTA110N ABUTMENTS Di••~~••d prinllo bearing earlier revi•ion dates --Oo\lU CPM~MY ITAGl!.CIIIL't) WO 0745"8I 4-1·0 ,_.,. ___ ,... ___ _ Dsem £ dge of clecA E Colurnn E e,rc/J SI I I I l I I I -1-t-Lr--,_j L ..... --::._--_:J I t I I I I L-----...1 L-~---J L ______ _J I I I I / ', I I / \ 1 It I ' / I I\ . / I I I', / ,_L.,.....L_I_, r---_--_: __ --:, r-------, I I I I I l .I I / / PLAN OF I / / r--------, CAP ¥,u.•= l'-0" £ Co/vmn _, " Edqo or dock Rein£ sljmmefrical <t. b~twssn columns 'ti: ~xf. column !3otfom ouf51de f"ace ahouf t in!column _______ --~:_~:._~_ ___ of exferlor qirder ====,.====7 =~,i=,~0'.:'"~'."~t~~~~~~j~~::'.":~'.":~=_=t--===-t==eNofe: Top cap relnr.is "11. /0 /0 12 0' 12 --Fa~ ~f-cQp-=.T /0 Cont. bars 10 Botfom cap rein£ is 119. Numbers of ends or bars indicate distance in reel f'rom <t column f'or top r•int' and ti befwe,n column~ f'or boTtom rein£' TYPICAL TOP CAP REINFORCEMENT TYPICAL BOTTOM CAP REINFORCEMENT COLUMN ELEVATION End or spiral and tie reinf Changes in spiral limi'fs where P/5 ducf~ maq inferTere --=-4 require fhei approval ef' fhs -C) 0 ~nqin~r:!r-~ ~ CAP REl~~~~~EMENT 0"-- DefQifs, relnf symmetrical abo1.1t -rt Inf Coloma of co/. re)n£ □ • \!l ,, "' •11 fof 23 ~och woy •8 <!! Ii? each wag ~£ Column ,, ,,...-...... '\ I\) □ 1 11 tot f!.O ' each WCI!/ I:) ELEVATION o;\ ¥1 ' 3/1(/:.-J!..0'' I \ £ Ben/ Cor. +-+----+---➔ --,-----+--->-1--l----~~----l~~="---==- \ -_. / c3'0" 8'0 FOOTING PLAN 3/r"''= 1-0" REDUCED PLAN USE SCALE BELOW 'L.._-..... 1-~ C: :S INCHES ON ORIGINAL PLAN DESIGN DETA1Ls e, £ d Worrt!!/7 QUANTITIES Uy "";.,f-~ ,.5_;-· 87-1 "°"® 5-5 Future Ufilify Opening No Scole -Out .side .face Of colu,nn SPIRAL AND TIE DETAIL NO 5cale *4, "'5, a •5 / X (75" µn min. Romtorc,menr "'~ / ~ 45• : y, .. ~I.( ~ ~ >-...-.---JL.<------' "-._,OirocNan of w,ld Run off on) c4,,,_. s" ""'" bar bar as shown "4f ....,,,, ::1 Not,s, I. &If wald lo b• mod• first. 2. Butt wttld to ba in f!Of or horirontol position . 3. Lilp bor ct1ntmwd on $p/ict1. 4. Flora raid to Ila mad• in dir«:tion shown. 5. lap bor «,uol in sin to spiral bar. SPIRAL SPLICE DETAILS WELDED OPTION State of Cl>t<b·d CALIFORNIA DEPAIIIIIENT Df 1UIISPORTA110N ORIGINAL SCALE IN INCNES FOR REDUCED PLANS Foof1n9 rein/.' WO 07458/ • 0 • ill llllf• COUln"I 07 Or,J -7..3 7~_?,::. • /84- £ !3en-f Cctpc;.j 0011G,tO:G,U<R ~ •co•IURODCIY>Ln ... '"'' I ""•--· .. ,Se -/c,'77ber 9 /?6'3 Poinf • I <omaX', 1 , Omll bol: Transyerse ~ lruss bors • )9 " ' I! ,, ~ ... -r· .. . . . . - ,. ,.5 e 18 --2> ' "9 )_ ~ ...... ' <l - - .... "" ( • -- I// f--# II 15 ,/ ~ Slirrups Sfo,,o l{oper lcY,g/t r(!!inl. - I pn,11 upp"~ ,. ~ '----1 bars .I \_&:,rf.,,., S/o6 r.in& SECTION A-A SECTION B-B 1/z_"-l'-O'' Rca/vmn ,. 6 .5p;ral Ill Jt ~ • bar r,T--/-::::6,( bar , 19 £ &nf C<7p 9 ~HI---~~ "' SECTION C-C 1/t"• 1'--0" COiumn 1r4 spiral ~.!J" full heir/ht of dowBls £ ,eJenf Co '9l lo.1-<!J Y,e" Exp.jl: filler DETAIL X KEY DETAIL 3"•1'-0" 1/2":1~0·· BIRCH STREET OVERCROSSING R:5,5 BENT DETAILS Di•regllM print,, burin~ earlier ..,,iBior,d.t<>o - 5 /0 I I ..38'-0'' 1'0" Top long, reinf .5'-8" A 11-4 cont,1fc! 2 .,..~ conf., toi. ..3 ' '---"-#4e/8n,c:1x_/ ij . I. 0£"51GN e, CA e.,_ ,,,_ QUANTITll!S Btt:,4 ;!:1./. .. us 1111 I " ,u ' I r----,E i.3,rcfi St TVPICA~ SECTION /7 '<G fop~ bofforn C/nd .t-ru.ss ,bars~ S ~ /3 ploce parallel to E benl-$1 ..space along £ Bridge . I 1.4 fof. 4 Per Boy ~ , ~r.,:;c,,,-,f # 5 tot, 7 Per fjou • '' ~61f Stirrups 8 -.~ . ' ~ ----' P-6 CorJf l!'t/8,nox. #~ '----' el 20 ®·/ • S-2 PART SECTION ~ 1/t."• 1'...o' ~ 0,ackod ~ _,, -_ State of STRUCTIJRES -DESIGN 7 CALIFORNIA DEPAIIIIIENT Df llAIISl'ORTATION ' I I WIT. COUllTl I MHn'1 POST MILD-TOTAL PaOIKT I I 107 I o,..o I ,,,__, I,.::,-;,:.. /.r·.:.:;. v" 1/a:.;t n.f .,_ ·•· HU Barrier w • !) i 24 ·•,, 22' future ufififl; openinfl 24', 24' So. Cal. Gas Co.· 2Jsteef !}(IS fine ;/< Ca/ Trans 2"</ Sprinkler Canfrol conduit ., Ca/Trans 4'1 SC/pply line (Bridge:) ;/1. Citlf of Newporf Beach -.3 ii Cammunicafion line ,t<-to be cast-in-plac• around ufflities BRIDGE NO. /i'6.6 l REDUCED PLAN USE SCALE BELDW 11.,j, ON aN! ~ J BIRCH STREET OVERCROSSING TYPICAL SECTION N:VIIIOII Ooll,TU !_L,_...,. ITAQII-ONLyt - ■ _.,.-1 OI' ORIGINAi. SCAU: IN INCHES FOR Rl!OVCl!D PLANI 1 ! I 1 7 j cu 07.Z09 WO 07458/ Di~l'l'g&rd print,, bearing aarlivr revi~i<>D date& -p:>;-""", 1'1'/4,I I I I I I I I ~ Ito '-- -'I"-·• ... ·--- (Typ.) 0) I) <j " § " ~ 4 ~ "-' ~ I ! I \ .:..,::- ',-E Brg. Abuf. .3 ~l ............... 8 '--1''%. /61:, /6 , HJ' I "8 tot. G per int bay and fr:,f. ( 2 pe,r overhang. Plac~ bef,veen ,,,-4 5pac;er bars. Numbers af ends of" bars lno~·cafe d1$fance in feef f'rom ~ denf. r~Benf 2 I ",a -r- I I l- B .,~ e' /.2 fo be ;aloced o/rer pre.slre.s.s/ng i.s COffiD/t!!led ------3---- Edg~ o/ LJec.1- ---__.} ____ Jl_ll II MILD STEEL No Scale REINF irt·----Fina/ po.sf/an or/-,r pr=!n,=1~ bvf before recess Is f'il/ed wilh concreft!!. 0vl.slc/t! ed9<: a.r g/rder ,/ £ /3rg. Abvf. I 5.3'-6" Cab/& pofh Is a poroblic curve bet-ween poinfs s,bown ~ f 13rg 8enf .2 '3',f.li, l3'0f;" /,1 ~r 1'6/8 mat.It' Nofe: . I. Provide C,o.sf-PrPluce 130/J'.s or o-nchar0'9't:S o.sneccs.sC/ry Tor .Sign r"rames "'If,/-~ S~d ~ood Plons, E /:xt girder-,. --1--~~l:l----->-+--- t., For ufility /ocoflon5 see ~Typical Secfion".sheef. .5z!1 ~ .. I/""'£ /3rg. Abur ,3 j 7 Poinl er no mav<:ment /"er on~ f!!no' Sf~~ing 8~11. REDUCED PLAN USE SCALE BEl:-OW• l I i J 3 INCHES OH ORIIIHAl. PUN ANCHORAGE BLOCKOUT •6~:·~~ ,.__ ___ ~ V,. .,.." conf. tot 4.-It #5 [Jar lJ 'l' /,!!- ' SECTION A-A 1/t.~ = 1·-0~ 9'.e"=l'-o• ' --'-- SECT ION 8-8 1/.t"r l'-0" Note ,_-"4 S -4 Grilloge: bof h w,:,y_, Gr/Kqso,, exfen0 ~--m,n "''- beyond D<!lOring -1 ' l2 LONGITUDINAL SECTION Presfress Anchorage LJefaJ/.s ore For '~-: _ iflustrCJf/ve purpose o/1/y ond rinal 0/o&Korn' Q ., 15 ~ " Q l:i \j <j l:i - "' ~ § § ' " ~ Q ~ ~ 4 "> "> Ill ~ ;'( ~ ~ " "" CAMBER DIAGRAM Hor. I"" Z0'-O" Vert l"=I0'-0" ~ I) Comber Line ------Pror"i/e i../nd ~ "l Nofe:. 4 " £) o~.s nol ,,/:c/ud,: o/lowonce ~ ror Ta/sewor,I; sefflernenl-. ~ ., "-I CONCRETE TYPE LIMITS c::J Sfrucfura/ Coner~/-~ 8ridge ~ Sfrucfural concr~:ft!. Brid9~ (3500p..sl O ;t8days} ~ Sfrucfured Conc.re:fe 8r1d9d., Faoflng Br {A/?L..... 0-kod.....1: .# '"":-State of ., " , / --· -A -u CALIFORNIA STRUM'IIRES. DESIGN 7 OESIGN BRIDGE NO, • Will depend on fype or pres lrt!!ss .sv:sJi:Jn used. PRESTRE881NG NOTES •pjlck =~ kl"'ID1-11tjacklng-(1) ,., : ~-ki~. Toi.I n,,fl'lbolrolgin;ten,: _L__ Concr111: l·c=~"'iit2Sdly1: l'ci=~ ptlfll-of•lrnlll11t1 GENERAL: "I De1lgn la baled on u " 0.25 and k : 0.0002. Incl modiliad lor hDr!zonlal curvad 1Ugnmen1, ii any Fjack •pecifled at Ille !•cir.Ing en<1(1) inch,de• lrlcllon IDIHI Ind provl1lon lor »,000 P•I 10,,1 In ....... 2 hnclon1 lo be jacklCI lo 0.75 I .. -ar,ct,orld 11111 aqulvllant ancho< HI " 5/8". 3 Contractor to tubmit alongatlon and Jacking calcul,uon, band on in1li1I ,,,.n ,t ■ = Q.H II-J1cklng 11m, BIRCH STREET OVERCROSSING ~~--------------------.,------------..L':"::'"::;T~";::"~'l~~c;~--,,,~ -~--.,.-l~::-:..:;;1;,a__;;· ;_::-:::·'~U:;/;;;:~:.._~n:EP~MTIIDIT~=:.:Df~'IIANSPD===R'l:::•110:::•:.J~--,7iil .. ,;;,~ •• o, .--:.o,n1,1.S,:L~:!~:u.0 DJOl3II I I ORIGINALSCALl!ININCHES I ] J I j cu 07.209 I DETAILS E"dWarren /1~ "/ ,, GIRDER LAYOUT FOR Rl!OUCED PLANS o 1 2 3 WO O "7 ..;_5 ,8 / Dio,..gard prinu, bearing eo:lier rnvi8ion dat.>• -I I l f 10 _____ ..,.., ___ __ \_ \~0 9• --Edge of declr 2!..o" O? Or,'.J. 73 Backfill abutment to grading plane prior to placing slope paving oc.-r:_8'-_-o_· _I Slape rounding ~HPremolded Top of rolled sdgs 0 ¾ "£ dger finish d e e For ditch dimelJSions see •Rood Plans • 3'1,d ~ 12 WITH DITCH (V Top of rolled edga WINGWALL ELEVATION 2"Ex.panded Polystyrene 4 3 cont -. abufmenl rFoce of 4'-o" <::. I - ]6~ 6.x 6-Wt.5xWl.5 welded wire fabric y""'~j~-JO"Asbestos Cement Pipe (A.C.P} 2" Conduit for' future control ond neutral conductors . Backfill prior .tO lnstQ/lation of;slope paving_ TYPICAL SECTION-CONCRETE PAVING • exp.joint filler I • 6I x.:::::.a, 11 3•12-:::::1 •• 1 • ,.. "':... '• • -dil "-' ... 7 ' I .. <::. Finished slope 1-----'-i~-t.L...- _, -✓" / ; J / / outside face of W.W. 9" * This dimension becomes zero when 1---~"' ,Gravel Level berm unless otherwise shown / / / / / / edge of deck is at outside face of WW. SECTION A-A · I Fl. /hick cut- off wall al end of W.W.. SECTION B-B Top of rolled edge \:t~: Permeable material 8' corrugaled steel pipe (0. 064" thick J downdroln Couplers shown on Standard Plan O 97. \ s•perforated steel pipe ( 0. 064# thick J undei'drain behind abutment. Connect lo downdrain as shown on limits of Slope Paving 8 Drainage layout . I TYPICAL -NO Cl/RB -8" CSP downdrain TYPICAL -DRAIN CONNECTION Top of rollsd edgs SP TYPICAL WITH SIDEWALK TYPICAL -WITH CURB DRAINAGE DETAILS Note, Drainage Details ore only applicable when is indicated on detail sheets. t s• CSP downdroin I / I/ I , 11--ti...,._,..' Weep· holes not / re uired when I I I I 'l>-+--11--+---,<......;....--fl I on detail shests. Shll broom finish. Grooves and broom marks to be parallel to slops. ---- • Or as directBd by tit• EnglneBr lo prOYid• uniform spacing Nole: For actual limits of slope paving on this project see sketch bslow. PICTORIAL VIEW OF TYPICAL INSTALLATION l -- REDUCED PLAN USE SCALE BELOW I f J INCHE$ ON ORIGINAL PLAN rberm - J ,BB or EB (Measure ulong slope PREFORMED GROOVE LIMITS OF SLOP£ PAVING 8 DRAINAGE LAYOUT Nofe: Thi-5 modified shec:f 5upercedes .Sfcmdord tJrawing X S-2Z-/I dol-ed 8/,51 FIL£ NO. -~ a, c// .,....., STANDARD DRAWING 0 Added Rolled Edge State of STRUCTURES-DESIGN 7 IIRIDGIE No. 55-636 BIRCH STREET OVERCROSSING ...... , 8-18:'> DETAILS ~" SUIMITTm BT U•OO 0'4? C•.-. ,VIII 8' E,lS z co ~ ..... _, .................. __ 1,u_ . OIUQIW. SCA.LI .IN IJICK[I __ ....., CALIFORNIA DEPARTMENT OF TRANSPORTATION Rs-s SLOPE PAVING DETAILS -FULL SLOPE • • .. CU 07?~•i WO •t~l~-1 Dimp,d priftb bcw.r: earlier rmaioD data -8 iO Length f.t2L...2...oyment of Chain Link Roiling TyPe 6 1'"7Al Elsctrolier 9" 8'-o" min. -12'-o" max. 8'-o" min. -!2'-0" max. /-1'-0" ==----t--''---''---'="-------'-''-----''-'="---+---"+--"-l !0'-0" lypico/ 4'-o" min. -8'---o" max. l---Cho1~1 Link Railing ' Type6 ' s'-o" J (except as notsd) ' I i---ConcrelB Ban-ier ' Type26 .~ .., -' ,i. "' ' I co .i I ' <::, -' .., See ''End Post Cap Oelail" 4J6"ga/v. coble threaded through %" ¢ holes in Prowde opening in intermediate posts mesh as required 8 ~~ ~ ----.: ~ 179 go. steel wire ties @ 12" ::; (j ~ to tension wire a cable $~~~~==========~~=~========~~ r- Omit chamfer O> electroller Ses ''splice or Exp. JI. Oelal!" \see Note2 op /l not s_hown September 19 196, Secure fabric to intermediate posts with ¼," , hex. head self-tapping screrr,s with 3/4 x /.$t,. x 3461!, washer @ 15 c. to c. max. Anchor 546" galv. cable at end posts and pasts odj"acent to electro/fer openings or deck or wall Jo.lnts with stud socket assembly or ½?" welded eye bolt and crimped sleeve clamp. Provide I '2" min. take-up at each anchorage. lType H curb shown~(;~o~b~e~---------"""C::::::1:::=~~0~""=*~o~r~w=r,~/l~Ja:,:'fl/-;---------, used unless otherwise shown on plans) ENO PANEL 8'-0" -12'-d' EXPANSION PANEL AT ELECTROLIER TYPICAL SECTION TYPICAL INTERIOR PANEL END PANEL 4~0"-8~d' END PANEL 2'·0'-4'-o' NOTES: ~"¢hex.head self- topping screws wittJ lock washers @ /4 c. lo c. maximum TS. 2 x 2 x 0.1875 L 3x3x¼/" t¾" ~" ; golv. tension rod L 2'1,x2½ x0./875 ¾:" , rd. hd. machine screws wilhl½-xl~2x~//6111i. washer, SECTION A-A plain washers, lock washer, 8 hex. nut @ !8"max. --"-./ i Post pocket:€ lube: SECTION B-8 € porapet----.., %", hole for $16" coble, see Note 15--... 6" 611 ~ L_ __ ,--, 4" Ft/I with mortar 4 x 6 x 9''deep post pocket POST ANCHORAGE DETAIL Two lags >-~~ of angle G 346' cop 12. 1-""="'--'~"'--,,x~s--~•-·"10,.,e+''=-=~+•~•;;R"'"'"'-'"""""""'-,6--~--~~-i ""~ -,. Hl"AlLS 11-r .to• 12/76 """""' n Connection detalls sinulor to "Section c-c" ENO POST CAP DETAILS ELEVATION ½" I hex. head boll with plain washer %" x I~,, slotte~ hole in angle SECTION C-C 5" 11. I 2" L3x3xtt" Bolted alternative I 11" 2" t½" ¾"hex. head boll tof.2 with 2 plain washers, lock washer a hex. nut. Finger tight a peen threads. -----..... -------1/2" x 1" slotted holes in splice ll. See Note 8. Splice II! ¾ x 211, xo'-10¾" SPLICE OR EXPANSION JOINT DETAIL Note B .. Expansion Joint same dii'nension as expansion joint in deck or wall. Increase slotted hole length and splice Ii. length correspondingly. oalllW. 9CAU IN INCHd '°'"""""""" $-al CALIFORNIA DEPMTllEIIT OF TUIISPOITATION • cu 07209 WO 07458/ 7 _ .. _ 55· 636 I. Horizontal angle shall be continuous over not less than two intermediate posts sxcept that a shorter length is permitted of expansion Joints, e/ectroliers and other rail discontinuities. 2. One post may be embedded 6" minimum to accommodate grade changes, otherwise fabricate post lengths as required. 3. Curved posts may be rotated in pion within its post pocket to accommodate curved horizontal alignment. 4. Straight pasts and straight portions of curved posts shall be installed normal to bridge profile grade. 5. Top horizontal angle shall be parallel to bridge profile grade and shall be shop bent, to lit horizontal curves. 6. When railing is on slope, fabric shall be placed parallel to slope. 7. Alternative details may be submitted by Contractor for Engineer's approval. 8. Roiling assembly except chain link fobri"c shall be galvanized after fabri"cation. 9. For details and reinforcement not shown see "Concrete Barrier Type 26" sheet. /0. See Bridge Plans for limits of Chain Link Railing Type 6. I I. Provide thimbles at all cable loops. 12. Chain link fabric to be 6' -0" wide with t" mesh and with knuckled selvage top and bottom. 13. When railing is placed on a curved horizontal alignment with a radius of 150 ft or less, thread 546" cable through ..Js" , welded eye rods embedded 4" into the top of the concrete parapet and equally spaced to limit the middle ordinate distance between the 546' coble and the curve to I" max. 14. Splices and expansion joints shall be located of { panel. 15. Holes in posts for 516' cable and its anchorage may be field drilled and painted with zinc rich paint. l REDUCED PLAN USE SCALE BELOW I ~ :5 INCHES ON ORIGlMAL PLAN j BIRCH STEET OVERCROSSING CHAIN LINK RAILING TYPE 6 _..,_, ___ ., __ , q /0 ! ~ 11 !'~'! ~.1· :i • ~ ; • I f • • !~ "°''°'°1 ... ' -.'~ iii ~ i 11 ,1.~-l ~ '} !h!J, • fiH' ; :! a:2}1'£ • -ftf I ' ' ' I '1='' r' .H' •1! JU ! I i . "( .f. : ~,!,;.i.~_: •" f i I , -~-1-1 1'\· • •1 i • ~I • 1·••·• !t I I Hh1· -•! ~; ! iHih! il1 " !1 ,, ' • 1 ' • pill I. -,,ch31! , 11 l _ ~ ., . _ i!l A11- ... ...,.., -~--" ,,, , , r _, .,... ~-a--.~ I I !' I , -:1 ,"' I • -a-l I I'll -"' ,_ !Iii! J 111 111 ! . ! • I ,1! ! I Ii!! H1 ! Ii I i ! i I• f • 1, .. • 1!; i !1 .. ! f ! i . Ii !j-i !• .. m ... Ii H ii tl! I . .. l. I .. I .. ' § ' ' u I I l ' ~lii!J<a>, I I') r- !.Ll I-::, 0 a:: I ST!.l..l2+00,06 P.Q.T.\. BIRCH ST.= STA.245+12. 10 P.O.T. l RTE.73 IN 5"17, 613. 040 E 506,328.010 @:] B-2 I J a1n COUl!n IIOIJK /l'Off ■ILU.--TO'l'M. PIIOJECJ O.n• ,...,. l U ! ! ., ,. I 73 I -.:.: .. c., / F'.G.w 170 I /.9.4 r-..A L r. n n. ~, -+165 l REDUCED PLAN USE SCALE BELOW I ~ :l l~ES ON ORIGlkAL 1"..AN J <l BIRCH STREET .,,,J / ! ~ ! I s ~ ~ ~ IIHD . i i ' I ~ ~ , ~ • .[fill 60 50 -I 0 'i° BENCH MARKS 8-M. CBM 10-74 £/,ev: SZ.14, At S.N. corner 8n.sfol Sf~ Birch Sf: Fd a chisel mark t/'/ lop C(l/'D o.-f E. c. R. on S. s,d-,. LJns-n::,/ St: 3Z'S.W. i. 6nsfo/ f 50' N.w.· ~ Birch. l ! l -20 ;t-------------f---------- I I 1 ; ! ... -~3~0'---------1--------- ' ,. • r, ,;, 11 13 Sf,ff,dcrk qra4 SILTY CLAY --------f--------------+-----an'd. CLAYCY .:JILT ,vrfh nu-~rou~ S/.IELLS ( pe/ee,,ypod$) . ~,' -' " 14 PLAN , ... = 20' 60 50 .· llO 30 20 10 0 Sltff,_ bl(/~ gray, CLAYEY SILT 1wfh Qbt..,r,danf-Sl-l~LLS. -I 0 -20 ----t-----------------1------------------+-------12-ld-82 ------+-------------------~ -30 ( • ' ' ' ' ' < .:.:i--'--'--aL...L...L-a--i ii • .,.. ... c_ -~ ' ' I • ; . ' -. ' lj ,L..:~-.:.-:..,., ,, ... ~, ... ,., __ ,. '':::::" ·-~·-..... l -40 " "0 IZ-8-8l. -1----'==---.,_"J-_.,..:.:::_ _________ ,',o~---------------,,\,----------------,~2.-----------------/,,3,---------------~,4" _________________ .:::_!_!:!'..J ! ! l i! l 11 .. l ii -· I ! ,. ., I' li 1; ., ii :d ' l [ ! i !1 'j I, ~~ !i I!' I ., I• I• .! ii ! i l i I J ENGINEERING GEOLOGY AND TECHNICAL ()IIA\IIIN BT /· 1--~·=-c.'• --'---=-=---' C~ECK[() ev c..,..,_,._,, II DIO I SERVICES BRANCH TRANSPORTATION LABORATORY ;;:,,fi7'..' ", I tTt /,.. .................. ,, SP[C DESIGN 07209 074S81 4550636 ORIGINAL SCALE IH INCHES FOR REDUCED PLAHS: State of CALIFORNIA DEPAIIIIIDff Df TRANSPORTATION ' I I ' I ' ' ' STRUCTURES • DESIGN cu 07209 WO 074581 BRIDGE HO. SS-Ob3G POST JllllLE PROFILE H0RIZ. 11 = 20' VERT. 1":10' BIRCH STREET OVERCROSSING LOG OF TEST BORINGS ~UIIIOH C>A11!1 (-L-AT ITA°" OHLT I I I I I I I • ,...... DP" I 10 I lo ' I .. , I l to B.8. 10+00.00 El. 51.29 Abut f 135!..Q" --Slope Paving- Full Slope ---- Dofum /DevaTion 0.00 BB fO•C,4.89· £lee 51.89 fl f:<ef. Wal/"253 .5.l..L... Toe of' cut ff cut ,~o" l-loriz~ontol - clearance line. DESIGN 10· _\Sign Frame 18 • Sign Frame 18.4 FSBT. See Road Plans" ~ Campus Driv~ N40°.39' IO"E 36' 5'3 -< 2 "' ~ ' f ~ 0 .._ .......... " ..... )11& ... DETAILS Gooc:I fOB2 g', 9, QUANTITIES e, -....,/ ,.._ . f3+50 BVC El. s,t.5f -0.12 % 50'VC PROFILE GRADE f4-1-OO EVC -Join Exisf. El 54.71 43' 274 '-o" Bent 2 12 13 ELEVATION £. 8. Approximafe Original Ground @ riqhf I edge oF' deck.. ;;;,;...,_-.==1-,___:.._ Abuf. 3 Concrefe Barrier Tijpe 2(; wifh Chain Uni< l2oiling Type 6 UTILITY IDENTIFICATION No. 0 Ufi lifv 7i(ee Loe. f"ram l 4"¢ ufl/iflj duds 39' Lt 5 "• ufilil!f ducts 22' Lt: 3"-1 steel gas line k!'Lt ' ' r--J.. _ _J __ ·-, I < L ________ J Campus Drive 42'-o" Prof"ile Grade ' ' r--L-.1.---, ' ' L-------..J ' ' Cosf-ln-Ploce Presfre5sed Concrdt! Box Girders r __ .l,_ _ _J ___ , ' ' L _________ ...J zo"f sfeel Nol-er /J/14 _ 1.3/.?I: z3'; sleet Jve1f-,, line 2Z'RI: Future Uf-illtq Op,ning 39'.Rt 3"(' communicafion conduit 4-b Rt, TYPICAL SECTION Toe o-f Cut 2~~ sprink/r,r control condviT 46:..l('Lt 9 4"f supply line (Brid9e) f0'-6."Lt. REDUCED PLAN USE SCAlE BELOW INDEX 'IO PLANS SHEET NO+ TlTLE ' ' 3 • 5 ' 7 8 ' " H GENERAL PLAN DECK CONTOURS FOUNDATlOH PLI\N ABU'Il4ENT l ABUTMENT ) ' BENT 2 BENT 2 DETAlLS TYPICAL SECTION GIRDER LAYOUT SLOPE PAVING DETAI:t.S ,. FULL SLOPE OIAIN LINK RAILING TYPE 6 oo·oo'47" l I ~ ~ 3 INCHES ON OfnGINAL PL.AH ~ " 13 TEMPORARY U'?'ILITY SUPPORT DETAILS MC>,. 1 TEMPORARY UTILITY' SUPPORT DETAILS NO+ :II LOG OF TEST BORINGS 12 ~ PLAN ,•~20' skew 43' f/+99.89 POT fl_ Comeu.s Or. - 251+ Ti?.17' POT 2f Rfe. 7'-3 13 36' 10' f'..O" Top of cuf ...?.L £8° /3f38.89 Elev. S4.41 Notes: Horizontal clearance line APPROXIMATE QUANTITIES 4" SUPPLY LINE (BRit>GE) PRESTRESSING CAST-IN-PLACE CONCRETE WATERSTOP 312 LF LUMP SUH 185 LF 192 LF JOINT SEAL (TYPE B-MR l l/2") 8" PERFORATED STEEL PIPE UNDEPDRAIN { .064" THICK) 8" CORRUGATED STEEL PIPE DOWNDR1\IN (.064" THICK) SLOPE PAV!N(;, (CONCRETE) CHAIN LINK RAILING ~ONCRETE BARR~ER {TYPE 26) l'IRAL PAY oumnna STRUCTURE EXCAVATION (BRIOOE) STRUCTURAL BACKFILL (BRIDGE) STRUCTURAL CONCRETE, BRIDGE FOOTIN(l STRUCTURAL CONCRETE, BRIDGE BAR REINFORCINr-STEEL (BRIDGE) PERMEABLE MATERIAL (BRIOOE) MISCELLANEOUS METAL (BRIDGE) 216 LF 154 LF 93 CY 644 LF 623 LF 925 CY 440 CY 309 cv 2,040 CY 398,000 LB 51 CY 900 LB u STANDARD PLANS DATED JJI.NUAAY 1981 A62-B B0-1 B0-3 ao--s BO-ll 83-3 B6-21 B7-1 B7 .. 6 87-10 B7-ll B8-S B11-30 Bll-54 BH-3 EXCAVATIOtl' MD 131\CKFJLL -LIMITS OF PAYMENT (BRIDGE SURalARGE ANO. WALi,) EXCAVATION JI.ND BACKFILL -LIMITS OF PAY~T (BRIDGE) BRIDGE D8""lt.! BRIDGE ,0£Tl\ILS BRIOOE DE'l'AII..S • BRIDGE-DETAlI..S RETAINiNG W.ALL -T'iPE lA .JOINT SE.AL DETAILS aox GIRDER DETAILS DRAIN TYPES D-1 and D-2 UTILIT'i OPENING BOX GIRDER UTILITIES DETAILS CIP PRESTRESSED GIRDER DETAILS TEMPORARY RAILING CONCRETE BARRIER TYPE 26 SUPPLY LINE AND COMMUNICATION AND SPRINKLER CONTROL CONDUIT (MAXIMUM PIPE OR CONDUIT SIZE = 4") ! Painf 'Br. No. 55-533" Painf ''campus Drive O.C.11 indicates Temporary Railings, '/i,pt1 K {For barricades), see indicafes point or minimum vertical clearance Rood Plons C5-Stundord Plan She« No. 'CJ-08/ail No. indicates vaulf. -cover openinqs indicates Tijpe D-1 Dr:ains. LO.ll) FACTOR DUIGN LIVE LOADING: HS20-41 AND AL T£RNATIV£ AND PEl'IIIIT DESIGN LOAD LAYOUT s, ,l. Good. SPECIFICATIONS Br ORIGINAL SCALE IN INCHES FOR REDUCED PLANS State of CALIFORNIA DEPARIMENT DF TRANSPDRTATION cu 07209 WO 07458I BRIDGE NO. 55·533 POST IIULE R5.6 For General Noles see ~Girder 'Layout 0she~f CAMPUS DRIVE OVERCROSSING GENERAL PLAN llll!H l DS DUI DESIGN DETAILS " QUANTITIES PLAN ORIGINAL SCALE IN INCHES FOR REOUCED PL,'N5 £dqe of dec,k Edge of" deck State of CALIFORNIA DEPAIIIIIIENT OF TRANSPORTATION cu 07209 WO 07478/ L REDUCED PLAN USE SCALE BELOW ~ 3 INCHES ON ORIGINAL PLAN J -'l:. Campus Dr. Notes= □ -indicates even foot contours. x -indicales 10' inferva/s. Confours do nof Include camber. Contour interval is 0.10.' BRIDGE NO. GENERAL NOTES LOAD FACTOR DESIGN OESIGN: BRIDGE DESIGN SPfCIFICATIONS ( 1977 AASIHO •ii~ iuttrim• and Callran• Suppl•m1nl1 ) DEAD LOAD: Include• 35 pal 10< Mure wutlr,g 1uriace, LIVE LOADING: HS20-+I ond altemall~I 111d pem,11 <IHlljl> IC>m. REINFORCED CONC:RETE: ty ~ B0,00:, po! l'c • !J.2SOp1I ... T,onn.,M deck 1lab1{-rl<lf11 S\,.H 0.11 .. ) 11 • :IO.OOOp1l le= l.200p1l n = 10 PRESTRESSED CONCRETE: soe 'PaO!fffllnc, N,u .. • $TRUCT1JRAL STEEL: 1y ~ 38,000 po! FOOTING PRES9.JRE (TONS PER SF) ALLOWABLE Abu/ I f3en I i: Abut 3 Rel Wolle: ,4bul. I z.o Z.6 z.o 1.5 DESIGN z.o Z.5 z.o /.5 7 55-533 POST Ml R S.G CAMPUS DRIVE OVERCROSSING DECK CONTOURS RIEVIIJON DATEI (Pfll!LIMIHAA• ITAGl!!-ONLYI SHUT OI' Z 14- UTILITIES @ PP. .. 2050572 E "I-wire.~ s.w.@ so' @r.r.•mw, E I c.o.b\f.-S @..\.f01 £1tc.frolit-r· @, 35' Co.bit: into 9ro\JnJ NOTES loc.o.11:ion of vndtr~ro1.md utilit1e..s o.s shown o.re. o.ppro)(imo."tt. BENCH MARKS 250-A-78 (Liv 5\.80 Fovncl c.l1is.•□·onN.'E..corNe.rofbo.st. of Exx.on Si9n l,,\11 South of t Bristol 1 "O! Eo.st of t Irvine Ave,. At 5.W. C.Orne..r 8ri!.i~o\ St ~ Birc..h ':it. found o.. c..\.\i5 • □• on top of c.urb o..+ E.C..R. on S.. o;,\d'-- of Bristo\ St. ~'2' <;.W. of !\. Bri~io\ ~SON.~ of 4. Birc.h st. 11, ii' ii I ii 53 4 111 'I I ~ PRELIMINARY INVESTIGATION SECTON D"TUM o ........ D,f? l IUIIIVll!:Yl:D .. T•..,c1:o .. P"ICt.D CtUlD .. R. 7-2/ •~/ CHl:Cl(t:0 .. Dl!T..,ILI .. OU..,HTITll!S Br SD .2 NORTH EAST CD 10 ... 00.00 Ca.mpus Or. 5~7891.290 5051,%920 !531-52.79 Bristol St. ~ H ... 99.~9 Co.rripus Dr. 5~80~2.9~0 505827./~0 25\• 12.17 Route 73 Cho.in link fence -------- + 1ed CoblulCCeM~Pr,r::?. -~ ----53~- . . . ------------------- -___ c.m~. Lb. Wa.ler :~---=,::=-...:.:... . ' -"' • ~ ____ ..fl\.._l ~1------------ CAMPUS DRJVE o,m.i ..... L IC ... LIE IN INCl<l!I 1'"011 llll!DUCIED .,L..,14S ~ • •• ' 28.S 0 ii N State of CALIFORNIA DU'UTIIEIIT Of TIAIISPOITATION cu 07'?'··- wo 01lls61 H.H. 14 --------'>- Si n Stnidure. I: Cha,n Li,ik Ff!.nCe.. I I ·' -· 07 Ora 73 T3.C. / R~. "' •• ,.o, .... .... ··••o-<0 __ ..5ept"'1llJeL..1',.--.L:"2.:L--~ l Nole REDUCED PLAN USE SCALE BELOW I 2 I l ~ INCHES ON ORIGINAL PLAN J E denofes boffom of fooflnq elevctlion in feef. £ Bearinq.s, Abutm~nf.s I +.J and RW J....O1... ,./ are all ,o~ral/~/ and on bectrinq N4-9°.Zo'.:10"W. RWLOL ,.2 i~onbeorinqN40°.39'10'£ For delt:tils nol Jhown, ..see ':4bufme,.,J r; "Abufmenl.3;"8enlZ •: "Benf z Defcd/s-'' sheel:5. 3 14- I Edge oF Deck ex/ended c__., ~·-M_1_1_1_o_L_ I I I ISl1ll I I I I I /CCJ,0 or plug eoc/J ends i~ ~3'' I rl· II II I I I '' " Tr IL I Nole: 4 -'G 5-#7~~ 4-#6 J~-~ -front 4 rear For ufilify openinq /ocofion and dimension see "Typlcol Secflon "shee.l. i I EXTERNAL KEY I I !1xZOX/V2" - 1 / E.las_tomenC bear1ng.-....'A) i / pad --r I I " I 1 4 snaces PLAN ELEVATION DETAILS B, / !_. JV 0 Limits include.s Concrete f3orn"er Type 20, buf excludes Choin Link .R.oi/ in g Type G for this Limit <?Abuf. I only--_,i "---- I II ~I " ' I I I - 11 ' II I I a,n. C0UHTT I071Orol 73 I\ < 1'..,L,. I T.3.(i, !Rf,,./, 1/741 I t\U ••• ,., ... 0 c .. , •••• ,.,u ......... Chain link Roil//?9,1 Type. G on Relaining. Wolf, Type IA H:t:,, -1 OOH'"""""'° ~":,epte.n:>be!:..l'l,--'°J..2.B;'""°L __ __J ~Righi of Wa_y Fencing 3"CI. end PSP- ~ A!;JUt Brq 'See Nofe0 Z3'5" / -I I 1 I see Road Plans ,,-Retaining Woll si\lOL!' ~ ) 'J -+---+~ I ~ I ____".l_ i I '----£dge of roofing Note0 The gllffer ror lh~ .s/0,06'-pavinq in lhi.s locofion on/~ cnc(.s of f'<:/C4 of' reloinlnq wolf. r"or Section A-AJWingwa/1_/Je._lil.Jis 1 see Abutment 3 she:et. REDUCED PLAN USE SCALE BELOW I 2 Se~ post pack,'/" hhlil,-•chain Ruillng Type· 6" sliHt _ l'O' ~ __ L 11~---/" Y Groove 11 SECTION C-C # 4'.p~ 2 1 ,Tot+, (Ref:9 Woll Hg I _j ; 1 'a #1-Tot "'f ~ ,I ) ,,. ,~ #+[ f§/{j --) ( z •,; .., -si:4jl!'/8mCYX. I + L --Abulmel'll-Foollnq SECTION F-F I YZ" e xpc,,n:v,zzd-i< £ las f:;;;~~~tnq pad Cool po~rene • to,: w~fh qrease. Cover wifh 80-13 16 x 22 r 061-ga/y sheet metal 13•1 BEARING PAD DETAIL L 1 I I :5 INCHES ON ORIGINAL PLAN J State of CALIFORNIA DEPARTMENT DF TRANSPORTATION STRUCTURES -DESIGN 7 ::z. .,d., · =-.._ ~ /C,3o I QJSCT ••o••• • • "'"""D ~,v,c <•o,.<u •o BRIOGF. HO. 55-533 CAMPUS DRIVE OVERCROSSING P05T MILE R56 ABUTMENT I I ORIGINAL SCALE !N INCHES I I I I I I cu 0720'!1 FOR REDUCED PLANS ' ' ' i WO 07458 I ------....... -""f.- Edge exfen oF' Deel:. dedc Concrete qvarfer circle spill cone DSDlJI ' ,, ' I ' ' ' ' +" supply line ' ' westerly ~ ' ' ' ' ~ ' ' ' ' I ' ' End B~PSP s:'from wingwalf,PSP i conhnuous behind bockwall. Cop or plug each end. ) ' ' ' I ..Ji : ,-... 'I '" ~· I 6'-oN I 4 spaces @B!...to''-.35'-4" I ~ 47!.9" 8,,! \ CSP downdrain, fol 2 per Abut, extend to foe of slope~ sec: . . Slope PaVlng ·Full Slope sbeeJ Nof~: For ufilify opening location and dimension see "Typical .Secf1on '' she~f, and "Ufi/lfy Opening ·/3ox 6,rder'' sheel: 2 0 Cl " " Q. t \.\, '"' 14 x 20 x I Y2 Erg pads, typ. i ~f ' ' ' -" " I ' " "' I l + I ., " " I I"'---- 4 spaces @ 8'-1011 --351 4 11 61-0" ' /,ocofion •" 0 i::: • <:) _, -<\J REDUCED PLAN USE SCALE BELOW I ~ 3 INCHES ON ORIGINAL PLAH <t Bra Abvf 3 '----Edge of Foofi ng PIIIT, COUIITT ltOUTI lOS'T MILU-TOTAI. ~ .. .,, O'/ Ora 73 o.. i, :J .-To be adjusted as r necessary for initial i Abµf,,8rq. . shortening as directed __,1~' 3~--+__,'~' 3c,." t'o" ,?~3 by the Engineer. I Mox. -~~:-' i Joint Seal t woterstop, ,;.,c.c--.; ~ see .. End Diaphragm on BB or EB = £: Girder LayotJf sheet" ] 8 '4@/2 ;" expanded - polystyrene I ~ 47'-9" B--~ ,______ PLAN Typical excepf ~ ~ /..>.. \!!:.!) for "81' only 0 ELEVATION Level berm @ I. +Z.4 @ Abut I 1f.9@Abuf 3 ------:.--2"'.----~-"" 0<-<-<-<,"°~Typical except /eff wfngwo// Abut I WINGWALL left wingwall onf;, for L =CO' ELEVATION • See de/c1J/5 on 1'S/ope Povinq -Full Slope Spec/of Oeloils ''sheef. ¼."=--1'-0" State of CALIFORNIA ORIGIN.llL SCALE IN INCHES FOR REDUCED PLANS DEPARTIIENT OF TRANSPORTATION !".Joint filler ,,1-x+'.o" tot 2, cenfeJ?d under ea brg pad---r, 11-4 conf tot C f-'-6" SECTION A-A 1_,,,;Oufside edge f of slope paving Co,ut jf --➔---t--#5~ Tot 13 -"6@ IZ ,. Match slope of deck overhang 1 2.: ~ WW LOL SECTION 8-8 STRUCTURES -DESIGN 7 Cl> cu 07209 WO 07-458( BRIOGE NO. 55·533 POST MIL For Bearing Details, and External Key Details I see "Abutment I "'sheet. CAMPUS DRIVE OVERCROSSING ABUTMENT 3 ,_ .. ,..,. ... ..., ... ..,, __ I /Edge ol decl< ...--_E column ,,.-E Campus Dr:.: £ Column _ I ,-!1;i ;; 1i :: 11, ,: :1 :; :: 1 1 ,:;::..-.::flitJI '-.-1L1J,_,_...JL_~ __ JL_n __ _jL_,r_JL ____ _JL. ____ _Jt_7_r_JL.,T_,_JL ___ ~..J~r7 I ---t l ,,...--..... I._ 'l . ,,..-'// I I I , 1 / '-1 I • / , I· 'I ' r I 1 ,, X : ' I I I '1 : / '1 I I : I / \ • ·.1: ' ! I ' -I 1 _.¢, \ ' I I I I I I 1 1 I I , I \ , • 'I • i J I I I I 1 --1----i-.,--'-1 -➔,-',-,,1------/+,--~lc--i-,I -----,1->-I ------<\--+ j I I I I l / I [ : I 1 111vP. 11 1I \, / II 1 \ ;111I l i I I /" / I I I I r---::-.....,---,::~ ----, , __ I_J_~ ~--l __ L_, I __ ..::--_-.... .-:::/, .-J-~r~., II i,;~-17 1~,':...=~--,,.---L1--11--....L-L-7 , ,, , 1' I #E /3enf Ca,,o ,,,,.--£dqe of deck I .. . -'L I Dtsr. COUNTT I ,oST NILU-tOU.L PltO,l[Cf lo<ff I0710rc;,I 73 .. 1:iur.r~--"1: :J :1 :1 :: : 1 11 11 :• '1 1 1 . . f•--e --• • / )....-if/J-.,C..1J.-----l~-i.----~1---.t---..1 PLAN OF CAP Nofe: 4// reln/orcemehf ti.// unless ttJ/ fof. ~ -) ~/If,."" I '-0" ~ olherw1.se nofed. Numbe.r of ends 'r---~-i-----r .Edge of' dec/r £_Mee 1· rE Compvs of Cop ~ £ column Or.• I., f !3elween Column V £: ,,14 olumn or bor.s 1ndicafe:~ d/.sfance in Fe~-1 !" r'ron-1 E co/un?n Tor lo,P re1nf. 9--#6t!!/o'-fl. from f. bt!dW~e/1 colun?n r'or I/ • t----»' 7 ~ Shrrups '-----,,"''.f"Sfop upper /_ f' lonGnf. re;nr. II • ' /~ /0 IZ /0 • ,0 /3 ' ,, ,, /0 /3 • ,, II • ' ,0 /3 /0 IL *llx/9'..0~tof 8 TOP CAP RE/NF. 'llco;,i. loi,:, Changt!!. In splra/ ,:;t f✓e /imlf.s when~ PS j' /lmit.s_ol.spire1/~ he re1/Jf. ducfs may 1nferfere 9 j~ reguJre approved ~ Z of fhe e;?9i"neer ~ Top or col. rein,'; ------0 ~(rYP) \ tt II~ @,9~) f'or ultlify (/) only •:; 'l fie bors ~l.2 each woy excepf' when con/-llcf.s wifh column bors. / D i---'.4 ''bClrs +-~"B" bor.s '--11C '' bors Hootf around fop (; boffom mat:-.._,_ t-===S /# 7 ~9 • men,. ] ..: ~ =r=-/ each way ~41 .. :1V '--' .. ,..---.._ . '-"9 ~of. 33 each uoy -~ ' ()' -· v.Eco/umn I) ---:f t-· ' ---"I ' "" ~ /0~9" DSDIJ9 I □ 8 ~ . CAP ,a'' If It ' ,u " ,BOTTOM CAP REINFORCEMENT 12 14 I~ I.ft 13,14 #/Ix ZC. ~o" t-of 1.e Re/NF ~ / I f • boll-om re/n/orce,rnenf. £Ben/ Co,}' l0u1s✓de l"oce o/ exlenor girder. [_ J t:t:ttt:l' ' [ J ~ ·ttt:r_ Nofe ELEVATION FOOTING PLAN DESIGN ,4// dlman5ionsl rcinf. sy1nmelricol ahovl £ oF brid9<:: 11,_j',4~ DETAILS 8'Ed WorrJ/17 3/.53 c•.,·~r ~ . I ORIGINAL SCAL£ IN INCl{E;;S FOR R£OUCED PLANS Nofe: For Seel/on 13-13 c,L CC) /I "bors; ''.8" bars 9' ''C "bars see .8enf ,,[! De fc:J/'/5 "s/2ee I State of CALIFORNIA DEPARTMENT DF TRANSPORTATION I ! I 1 ! STRUCTURES • DESIGN cu 07 2.09 WO 0746RJ ' "I I . l I . . . . . . SECTION REDUCED PLAN USE SCALE I I BELOW ~ 3 INCHES ON ORIGINAL PLAN J EIRIDGE;; NO. L8of/on, .Slob rd'in-F. A-A 7 55·533 CAMPUS DRIVE OVERCROS'.:l~JG POST M!LE;; BENT 2 REVISION DAT~I (P<lfLll<INAAY STAGl!,DNU) ■ """" °"' I I I I I I C I 14 '. ,- Spiral rie.s ferrninofecl of lnterrnedia/-e /oc.afion.s shall end in /.36° hook c.mcl hooked orouncl rnctin column reinrorcen-1enf (A" bCJr.s) • £ DrCJin Pipe SECTION A-A Bend as neces.sary lo clear pre..slres.s duels #<::; Splra/ bars ELEVATION t-::io SC.At..E. DECK DRAIN DETAILS No//1$1 I. &ft W/1/d lo b11 matt. first. 2. &tt wt1/d lo bll in fbt or horizontal position . .J. Lap bar canlt!rH on $p/ic11 . 4. Flar11 Wll/d lo bll mod/I in dir11etlon shown. 5. Lap bar 6(1Ua/ in sin to spiral /Jar. SPIRAL SPLICE DETAILS WELDED OPTION SPIRAL AND TIE DETAIL DESIGN Br ~ ,, QUANTITIES ~ ORIGINAi. SCAI.E IN INCHES FOR REDUCED Pl.ANS REDUCED PLAN USE SCALE BELOW. corr. couNrr ltOUK rosT •tUI-Totl.l, no.t!C'I ...., -.. 07 C)rq ',T .3 O<Ol~H <HOn(«A ••a•n•••O COVIL ua,~n~ .an, "" ... ~ ... c><' /ember /.9. /96'3 r£ Colun?n l I ~ j 3 INCHES ON ORIGINAL PLAN 9'0'' High Poinf Sorri t " -~ ' ' :!! " _, ""-\} X 0 E PI o ' -' " "' _, " COLUMN ELEVATION rvo ScAL-S: () _, £ Column "' SECTION D-D De.fail ''x II £xp . .Jf: Filler DETAIL X 3'',. l'-ov KEY DETAILS State of BRIDGE NO. CALIFORNIA 55-533 l"DST MILE DEPARTMENT OF TRANSPORTATION f Column # 4 0 <!J/,Z -~-:;:::::~1 -#/fxl8'-.:.6 1Tol l.S ;: 11 .8 "bars rf 13eni # <a Spiral e.3 YI!" ma><. d//,x/,4.!.t:;•;tof. /,3 11C'' bars SECTION B-B ' " _, "' ~ "' s;a••,. t'·O" *(p Spiral ~..3~.z• mo><. £. E. 13<,nf ''A "bars SECTION C-C .!3/s"-JLO" See "Ben/ ,Z"shc!t:!I /?or ~leYalion view of "A·;."o: 'F "C'bors £ Column Co/l(rnn re,nf. ELEVATION 13 ol/-orn of F'oofing 3/a'"' l'-D" CAMPUS DRIVE OVERCROSSING 8 ENT 2 DETAILS Di~n•gnrd prinr.,a Dl'nrin,: earlior revision dai,,~ -F11YJSIO>I OATEI ("""-LIMl"Al\V 1T~~.OHLY) I ' . 1101111: POff Nll.0-TGTAI, NOJIZ:T 3.t, t;;.~ 179 184- ~H •n .. n••o c,v,L .MGIH•R ........ n?ber /9. 1983 ' 4<;,'-11" 4'-0 -------·· -IC710rn I 73 I __s-if Campus Drive (l.f. -A •• L •• ' 48'-0" 48'-0" ::::::::::::~ Se~-1-e. ' f!..O11 5'-0" 42'-o" 42'-o" 5'-0" f'-0" ' ' L. IJ) f8M3'.. ! \__) 3!4" e i/ing For defails se "Chain L1'nJ<. /20 Type 6 11 sheef. -~ 8(04. ' I r .,,4 Conl:i fol 3 #5 cont, tof ,2 39,0• ..39'·0" ,e.zco• ' 22'-0" f /.31-0" l.3'-0" Barrier I < ? <> Profile Grode 0 < i) lo j t I -2 o/o -2% ' __ Concrefe I • :=__l Type 26 ' I □·□ Li ' I ~ 1~ml ~ rn m OJ 11~ ' -dJ ~ ' . _.,,I •~-"~ ~~ ' _j t \)Q_, _, :)) I -10' ..... -~ ! -• . -. 2c3• 7' ,.. I 8 spaces @ 8'-tO" ,,,,. 701-811 I TYPICAL SECTION OPENING OPENING CASING ,o. UTILITY OWNER OR CO. UTILITY TYPE SIZE SIZE fl,, 11 -1'-011 w'" ' PACIFIC TEL ~ TELEGRAPH CO. 18-4" i DUCTS 18" X 36" 2 SOUTHERN CAL. EDISC:-CO. 4-6" )} DUCTS 14" X 14" ' SOUTHERN .:..1,L. OAS CO. 3" )} GAS LINE 24" X 24" , .. ' CITY OF NEWPORT BEACH 20" )} WATER LINE 28" X 28" , MESA •:: NSOLIDATED WTR DJ:CT. ,23" ~ WATER LINE 36" X 30" tt.6 fop, bottom, and truss ' FUTURE UTILITY OPENING --------24" X 22" bars place parallel to 't. ' CITY OF NEWPORT BEACH 3" i COMMUNICATION CONDUIT bents, space along £. br/dge. ' CAL TRANS 2" )} SPRINKLER CONTROL (;ONDUIT @ ' CALTRANS 4" S SUPPLY LINE BRIDGE" S•/3 5 ' t Girder (8Q-.5\ #4@/Bmax. ~ co FA #5, fof 2 per girder #.5 sfirrups ...._ __ P.,5 @/8 max. PART #4, tot 4 per bay #5, fof. 7 per bay TVP/CAL SECTION® f!-1 L 0-~ ~ ' ~ + ·r "barr- #9 "bors "h "bor.5 Top S/C,tb re inf. -~ ~ -~ ' -~· \S~ See i..,ongifudinal .Section \).. on "Girder /...051oul"Sheef. ___J 7 1-111 2'-.3• ,3'-4" f'Or Botlorn Slob dimension 13 'b-"bors-......_ ,,,"c·"bars kC, i-.. v ~e--~~ 7 '-,_ ' --~ -7 r - I ' I -~· :.r"bor..5 h"bors I 111 I I ~ 6--"k" bar., I /I -~, ' ~1'J" bar~ l I . I .. I I I I I ! I :-,_ ~ ~ l--i l-~ -1 I ' ' ~ ' ~~ PLAN ~b"bar..s ' ''<-:! 11bars '--"d",Qars VAULT COVER OPENING ·yz ~1!:o'"'. "g "bars fof /0.....__ /#511 ~/2 "I<" bor.s 71 ,, ' 7 l'-0' 4'-~" [ Opening SECTION B-B • _;; ~ - 4C,c;;" l'O ~ Opening I'---- #5~,~~: 'J"txtrs ~ SECTION A-A L BRIDGE NO. REDUCED PLAN USE SCALE BELOW- I ~ ! INCHES ON ORIGINAL PLAN J State of CALIFORNIA 55·533 CAMPUS DRIVE OVERCROSSING /·83 ORIGINAL SCALE IN INCHES FOR REDUCED PLANS DEPARTIIENT OF TRANSPORTATION PO I E R5.6 Disr~gard pnni,s bcarin~ oorlior revision dnles - TYPICAL SECTION I! \4, ,_.,. __ .. ,....,..,._ C < -' • ~I .£ /3rg. Abuf. I---~- • !;> I) 0:-:: (!fJrpJ .,; £'' " " "' 0- \'l •' E Compus DrJveJ Q _, (I) t @rryp~ 'O ~ • s, I ,---Provide ,_•c::;.:;/ ·irrp/ace bol/s and \ c:::._choroqe J.:> /Jecessor{/ l'or Sign -~ornes Pc/ C/nd 8A,see Rood Plans -I-·- - - -- -- -~ 4'-9"_ 0 ~ ,- ' 0 I I-"/_ -c'-cs ..__ : -~ ..__ Co 4 1-911 + ,_ ·: cc ..__ . -- ' -- \ 0 0 . - - - I Secf,on'' sheef Brq. Abuf .3 £Girders"'- I -, L \ ·s===========e:! "-~! ====-1= -~"min. - --i======= _==.,JI~ "i=========.tJ-,_ ~ II ,, II 12 II /_Z II It 4 II ' + ----t- I ,, I lltR". COUNTY l ltOIITI: ,on IIIUS-TOTAl. l'IIOJ.,;r ..... Note: 107 Wro I 7.3 Numben ot ends of' bars indicate· disfonce /'1 fed from f., !3enf for rein forceme11f . - II ,, ,, .. " _j/_ " II II ,,. -l. - -__!I_ <ii Brg. c) J'-3" /!J?.~!' -~--See Section A-A on Abu.I. sh.t. '\___ / The £nginecr will .specify ~ _ ~ adju.sfmenfs due lo ~-,-,--il,,.,,r~ .shorfening chc;nges £: Int. girde~ _) (/ ,#5@ 12,t',P!(,/ Bar posffion beFare presfressing (qrade 40 reinf) -concre.fe inserts optional os I-~ approved by the engineer. ~ #5@ 12 fo be placed or-Jer --sfressinq is cornp/efe. Q ~I -~ --- c-----Edge of Deck'J'"--------'---·------80-5 For def~ils nole,-<§] 'B~~IJ Typ excepf \5-fOJ To--- Edge oF .sofFit -\ Oufside Face of girder_} 11." ''--Edge or DecA: ' II ,, - k,--rypico/ 0vc=rhanq Final posifion o/'ler ~smssing but before recess is Filled wi-fh concre fe. V-Girder rein/; (nof shown / f'or inferior surToce.s, bul ufllify 0 see '-.__/ shown see "Bent 2"sheef I.SI!/ Brg. Abut f 53'-t¼" Polnf of no movemen/- ___ _. f'or one end sfressing, -., 0$0111 REDUCED PLAN USE SCALE BELOW. '" LF---+l--...;~ ...... -~-1~ C 3 INCHES OH ORIGINAL PLAN -C: "" ! ~ -Q '( <,t .,,, ,._ Cl Jj C g V) ~ "' Cl Jj C: 0 ,5i ~ CAMBER "' ~ C: ~ (Q "" " Cl Ci C: ~ ,:; c't DIAGRAM I GIRD°ER LAYOUT I" ;20' LONGITUDINAL SECTION C: r 0 ~ VJ ~ ~ I"~ ZO'-o·' None Ve. I. DESIGN OETAlLS QUANTITIES n,~ A-=-,-.-. e, L. Good" f -8,3 e, // ,, ., ,,. I MILD. STEEL tvo Sea.le.. __ Is similar} 1----_,. / t'-. r-: Nole Presf-r~ss Anchorage LJel-oJ/s-Gl1: , (JJ Exf. girder~~---_ ---+I--+-ror illusfrofive purpose an/v -¥- I r.... final bloc.foul will dt:p~nd ~ I type ol preslri::.ss sy.sf-en, UiSed, ANCHORAGE BLOCKOUT $!! Brg. Abut .3 (. 54'-e{(/ Typ.1 each Vavlf covn openings. Ma ft!riuls to be furnished Py Utiltty S-'l!. Brg. ORIGINAL SCALE IN INCHES FOR REDUCED PLAHS i.---owner. @ (' • U-ff "': -~1 For Vault Cover Opening" defail.s, see 11Typlcal Sec/ion" sheel. --------,'\ , • : ~ HGconf1 tof4---1 #s[J @tz_/) #5, tot cl -') #4\~~ #:6 conf, fof V'-=--2-J SECTION ,I CONCRETE TYPE LIMITS SECTION "8-8" PRESTAES51NO NOTES •p jack "~ kipt 1otll ., f■cklng 911d(I) A I " ;,!i~s Total number ol 111,dors : _ii_ Coocrele: r·c :,1500 psi ti 2adays. l'c! :~pslt,11mecr 01reuln11 OENERAL, • 1 0.tlgn ,, bued 0'1 u : 0.25 Ind k " 0.0002. and ,nodlllad IOI horl1ont1t cu,v8<11llgnmt1nt. II any Pjack ,pe,cllled '1 the 11ck!n1111<1d(t) Includes lr!cllon louo, and provlJlon !or ,12,000 psi loss in alrun 2 Tendons to be Jacked 10 0.75 1·, and anchored at an equivalent nnchor tel " 5/8". 3. Contractor to submil alongallon and Jacking calculallont based 0'1 lnit,al stress at■ "a.tJ.l, Umat jacking ttran c=i ~ ~ <(. On• ,..i at,.ull'lf "'1all be ~-1.-tho Structural concrefe) bridge (inc!11ding Retaining Wall No, Z.Jj) l~"""'';.i~nf1:· Structural concrefe, bridge (3::JOO psi af 28 days) Structural concre-te., bridge -Foofing (/nc/1.1ding Retaining Wall No. 235 Footing) 8R1OGE NO. State of CALIFORNIA STRUCTURES • DESIGN 7 55-533 CAMPUS DRIVE OVERCROSSING DEPAIIIIENT Of TRANSPORTATION I ! I l I l cu 07209 WO 074581 POST~ ILE <!..,,/G 3of RS-G GIITUD CIVl~ rNGINUA NO. Di~reJlard princ~ hl'aring earlier revision dotes - GIRDER LAYOUT ' I I I I I I ,_ ... -............. . ~ '----1 DIST. C<l1,1•n 10un ton •"u---101&1. ,oonc, 8~0" Edge of deck 73 1'-0'' 9" * finish Backfill abutment to grading plane prior to placing slope paving o--I Slope rounding 1-'o" Top of rolled edge 0 ¾11 Edger finis_h Finished slope ll ::::-==--;:_-;:_7:; WITH DITCH For ditc/J dimensions see •Road Plans" ...!'34 ~/2 ~ <i> Top of rolled edgs r ' WINGWALL ELEVATION 4'-011 Match roadway side slope. / <i) Top of rolled / • ~dge -----...__ _ / ,t9-y; "3, I! 12 / .. b.,,..,..,,..,. 3 tot. 4 I I t'o·I ( Formed edge 12'± !2"t 2'-0" 2"£xpanded Polystyrene a~utment r Foce of • 3 cont ]6~ 6.x 6-Wl.5xWl.5 welded wire fabric "-1----(0" Asbestos Cement Pipe (A.C.PI 2" Conduit for' future control and neutral conductors . 3" SCH so· P. V. C, Crossover Backfill prior .10• lnstd,flation of.Slope paving_ • TYPICAL SECTION-CONCRETE PAVING SECTION A-A ::"2...8" corruga!ed steel pipe (0.064' thli:k) .downdrain Couplers shown on Standard Plan O 97. 6 11minimum cover Odlside face of WW. -911 "" This dimension becomes zero when ,_ __ - edge of deck is at outside face of WW. I Ff. thick cut- off wall of end of WW.. SECTION 8-8 . ,·,_-~Permeable material ff·;J,e"oerforated sl~el pipe I (0.064" thick) undeidroin behind abutment. Connect to downdroin as shown on Abutment I and Abutment 3 sheets. I -8" CSP downdrain ,Gravel TYPICAL -NO CURB TYPICAL -DRAIN CONNECTION Stiff broom finish. Grooves and broom marks lo be parallel lo slope. --- Level berm unless otherwise shown ,( / ) / ' / / / / I / I/ ,, , I/ 11_..-u-,e-r--m;iep-holes not . @dwhen 8 3~: is indica on detail shesls. • Or as directed by lhs Engineer lo provids uniform spaci'ng Note: For oclual limits of slope paving on this proj'ecl see sketch below. PICTORIAL VIEW OF TYPICAL INSTALLATION Top of rolled edge Condwf: 0.064" galv. corrugated steel or 0109N smooth qalv. steel. 11 CSP __i ,, l drain c::::=J---. 4 Alf~rnatii,e I f _j_ ,, Shapes = 4 I ,,3 -T' \, _--a• CSP downdrain Tt. . 0064,, galv. corrugated steel tr l " aper· O. IO 9 smooth golv. steel. TYPICAL WITH SIDEWALK TYPICAL -WITH CURB DRAINAGE DETAILS Note .. Drainage Oelails ore only a~p/icable when is indicated 0.1 detail sheets. + 7td ·ti 0 t:: t REDUCED PLAN USE SCALE BELOW I * 3 I ::J 3 INCHES ON ORIGINAL PLAN ✓BB or EB ~ PREFORMED GROOVE LIMITS OF SLOPE PAVING 8 DRAINAGE LAYOUT 'br,f" 1,tcA -?, 1:,· '1l Nole: This modified shee f svpercedes Sfoadord Drawing XS·,t.t-/1 dafed 8/81 STANDARD DRAWING 0 Added Rolled Edge l!RIOO.E HO. State of CAMPUS DRIVE OVERCROSSING CA LIFO RN I A l-:s"-'Tc:.R:.=Uc::C..:.cTU"-'R-"'E"'s-=-D:.=E:.=S:.=IG,,_,N'--'-7-+,-__ s:,;~;,;:-5:,;';,,_rr:~==lf--------------------1 DEPARTMENT OF TRANSPORTATION ::::;~. R56 SLOPE PAVING DETAILS -FULL SLOPE 0M•0>0,.7 (OfV -,,J>>I ORIGINAL SCALE IN lkCHt5 ro11 REOUCED "-ANS • cu 0720<::J WO 07458/ Disn,gard pri,,ts bearing euliu revil.ion dates -....... ,011 cna .... u .. , ..... , STAGE CMLII IMUI' 0# JO I+ I - .,,,.----Chain link Railing I Type6 5'-o" /except as noted) I ~ Concrete Barrier ' ' Type:?6 .~ "> () -' -' ,1:: "' .., ' ,L Q) l Lenqth for payment of Chain Link Roilii1q TyDe 6 B'-0" min. -12'-0" max. See "End Post Cop Oetai!'' '¾s"galv. coble threaded through%"¢ holes in intermediate posts B'-0" min. -!2'-0" max. Fabric continuous @ exp. jts. a electroliers----\'\ Provide opening in mesh as requin,d 8 9"min. rein/ w/6 gage wire ~9 ga. steel wire ties @ 1211 I ( to tension wire a cable ~4: £/ectrolier 11-d !'--011 !0'-0" typical See "Splice or Exp. Jt Detail" Omit chamfer @ electrolier ~p fl not shown (f'+ See 'Post Anchorage OeJa1l" -· (O<Jfff 07 Oro SG?:phz.m'wr 19 1983 ~-n-Secure fabric to intermediate posts with ¼" ¢ hex. head self-topping screws with 3/4 xi% x 34611!. washer @ 15" c. to c. max. Anchor 546" ga/11. cable at end posts and posts adjacent to electrotier openings or deck or wall Joints with stud socket ass~mbly Fl==i!.b!==oao!~ or ½,,11 welded eye boll and crimped sleeve clomp. Provide I (,'fr" mill. take·up at each anchorage. I l-rype H curb shown~a;?o~b~e~----------"'::::::::::1::;;::2'.o~ec;:w;o:r:--_:M<:a6;r~Jo:,:,,,-;--------j used unless otherwise END PANEL 4~0"-8~0" END PANEL 2'-o'-4'-o' NOTES.- shown on plans) END PANEL 8'-0" -12'-d' EXPANSION PANEL AT ELECTROLIER TYPICAL INTERIOR PANEL TYPICAL SECTION ~"¢hex. head self- lopping screws with lock washers @ 14" c. to c. maximum TS. 2 x 2 X 0.1875 L 3x3x¼" t¾'I ,,--,,--?{," rJ galv. tension rod L 2if?x2½ x0.1875 ¼" d rd. hd. machine screws SECTION A.::d_ wilh/1/,? xtV2x3/ts"!i..wosher, plain washers, lock washer, a hex. nut@ t8"mox. ----------__:___,, I[ Post pocket • I[ tube• f.. parapet------. -1:(, ·;,, hole for $15 coble, see Notel5 - ,___, 6" '\ 6" Fill with mortar 4x6x911deep post pocket POST ANCHORAGE DETAIL STANDARD DRAWING Two legs -of angle >---~6~, 346' cop Ii!. SECTION B-B Connection details similar lo "Section c-c" ¾,,"cl ENO POST CAP DETAILS ELEVATION ½",hex.head bolt with plain washer 5/g" x 1 '4" slotte'd hole in angle Tack weld~"¢ hex. nut lo cap Ii!. 316" cap Ii.. 1¾" L 3x3x¼," SECTION C-C Bolled a/lernative / l " 2" -----.... ------ 2" ¾ "; h~x. head bolt tot. 2 with 2 plai'n washers, lock washer a hex. nut. Finger tight a peen threads. Splice fl 34, x 2 ½, xo'-10-'4" SPLICE OR EXPANSION JOINT DETAIL Note B.-Expansion joint same dimension as expansion joint in deck or wall. Increase slotted hole length and splice fl length correspondingly. OflllilMAL SCIJ..I Ill INCHU ... """"" ...... 0 cu 07209 WO 074581 I. Horizontal angle shall be continuous over not less than two intermediate posts except lhol a shorter length 1s psrmt'lltld at expansion Joints, electroliers and other roil disconlinuiliu. 2. One post may be embedded 6" minimum to occommodots grade changes, otherwistJ fabricate post lengths as requirsd. 3. Curved Posts may be rotated in plan within its post pockt1f to accommodattJ curved horizontal alignment. 4. Straight posts and straight portions of curved posts shall be Installed normal to bridge profile grade. 5. Top horlrontal angle shall be parallel to bridge profllt1 grads and shall be shop bent. to fit horizontal curves. 6. When rolling Is on slope, fabric shall be pfifced jlaiallel lo slope. ?. Alternative details may be submitted by Contractor for Engineer's approval, 8. Roiling assembly except chain link fabric shall be galvanirt1d after fabrication. 9. For details and reinforcement not shown see 1'concrett1 Barrier Type 26" sheet. /0 See Bridge Plans for limits of Chain Link Railing Typt1 6. I I. Provide thimbles at all cable loops. 12. Chain link fabric to be 6 1-0" wide with 1" mesh and wlth knuckled selvage top and bottom. 13. When roiling is placed on a curved hori'ronlal a/i"gnment with a radius of 150 ft. or less, th"read 516" cable through -¾," ¢ welded eye rods embedded 4" into the top of the concrete parapet and equally spaced to I/mil the middle ordinate distance between the 546' cable and //111 curw, to t" max. 14. Splices and expansion joints shall be located at 4: panel. 15. Holes In posts for 51tf' cable and ils anchorage may be field drtlled and pointed with zinc rich paint. l REDUCED PLAN USE SCALE BELOW ~ 3 INCHES ON ORIGINAL Pl.AN ::I I/ 14 X X I • l J I I j I PCa<DCOHHI'-. 11/7f! --------------- i C'?d.,;:;,:>' /45,_,:;o, " ~ . t ~ {~ta~ t • I; s ~ ijR ~i-~ ~~,~~~ ~ i~ ~i~h ' -~ =· /---~~.ac:,f/~~- 1 \ 5ee~/~, (-\ l: 0 ~a:~~=~,,;;# ~W Z/SM "m/i!U Sl.iY "- @,z-~,.iM~~n,44,:.11~ @RA.at:,,:,-r,::,• 5TV,eJ,:,O.Vd.5' ~ CSN;rd,'IC5 /i<'~ ~ -A,WS ~ 0 =rz l''.></0' a.s.. /r~,"f:,A7l!!l:!J -/'fX t9UAIC.> ~ ~ QSOI/~ 5 ~ ~ ~, CAMPUS ~ ~ ' ii 0:: <I ::. -' w "' □ !'- <I i,j I-z 0:: 0 0:: 0 u ~ki-.(J;~za- =· Ill~ i~tl 11~1~ .,!if ! \, • . l ~§ • • DRIVE ~- FOR INFORMATION ONIY CAMPUS DRIVE OVER CROSSING BR NO. 55-533 PM a R5.6 TEMPORARY UTILITY SUPPORT DETAILS"I cu 07209 WO 074581 Sheet 12 of 14 FOR REDUCED PLANS 0 2 3 ORIGINAL SCALE IS IN INCHES l 012..0 REDUCED PLAN USE SCALE BELOW 07 Oro 73 T3.6 RG.e, 162 I ~ j 3 INCHES ON ORIGINAL PLAN PIIOJKT ~NG!NEEII ~ISTERro _c1vn UiGINffll NO )4t\4 DATE AffROVW ,5'11,p:k,,nbe;r: l'1 1183 ¢.!!1'-o" I !I\ i •'.(J" , __ ,,, ~ ~ .1/J:f'' _, ~ ,1 ~j \S Z¾ ~ \\ 1 D~rn=JD 0[ t/77~/TY~/~,ffJ, I ,I I \ I l..~I.N-~c, ' . X Z'-""N. I --- .-_..L_--1... --, I I r--..J__ ...l._ --, L ____ _J L ____ __, TYPICAL BRIDGE SECTION LOOKING NORTHEAST 5CALe: Md"'l'-t:Y CON5[~tlCT/ON NOTl!:fi /. CC,IN$T,CWnoN ~~ : A-S'~~n= 71:'Bl"tP~ a>NDUtr. /J. ca',/571{f,/c;r zx~ ~T,ION~A~,INP ~Ir. (;.55r~f"- p_ Arr;tCH 725U~Y' lt7M ~NC .PA?M ~ }4' • /'?C'l"MB 7Z' M::f'U?-1 }•V ,..-MAE'. 6. l"'.tAae .AN~AN.&> ~ 7Z5'-/::!IIQII ~- I: HAN0 e-ee;.µ<;:+4~~,.,(;'4;>~A:, 5h4?WN (?Al Pr.AN. G-~CJ.I M?:.9.5~6N.:7 ~M ~AT nit! c:;£'~~:,:-. #· A77"ACH $'$~-,,t:2,-V~ CtAM.-,s, 717 7H6 t!-etl-M S?'}eo4,Vp ~ f. A7T,4CH (;M~A.l!ZlUllPCPN-lVff,Al,/1770 ~ ~alaAMl"'t!J ON;,;r,f!>"C.,.T~V. ..I.~ ~ff',:;;;f~~~~k,,~./:i:orv"'17' :;v,,,.(U~,.-:Al~WAN€t:~VATIONOr !~MIN.~$ '!:~~~~~~~:~'"~ HI~ AT ,s.e,vr~. K. ~ACE Btl-,,41((;) 5mW~ t.. ~~ ~,-t:1.e«Y.' /1!7M :;;lle-(,vo. M.~/AI.S. ~cr.ew'7rTH<!?e,or7l7M 0/"'7Ne-.ei<,'~&et:(,.'$ eJY7M!f:,P,T,f: ~~­ c.a<JST,<Uc;T~~ ~~eco~IN 61:/~ .·cet:t:,.. ,V. t.,:7W,!;:/f: CdNi;;VIT 7lJ ~~.,-,.,:,,er-,. 0. ~VE .AU. t:U"~ ANP ~~MP ~Ne:, AN.::>~. I': ,"'-Aaff~Q:W,a.,'IT,e!,M/P ,.v.a::,A7TA(.';II 7lJ ~ s,,,,,..-,-,..:reit:oe",t::i,. 2. THC Ael/!7Ve' t»V5T,<(.UC770N 566l~c;e 18 ~y .A ,eec.,,,1..1;1,1.s,v..::i-,,;77c,,v ANP /sA»r A,,164.t-ff W ,e,e a:>M~. THe ~=Na::;' ,-(,t.,(y" ~ IRl~BD WITH 7H8 ,A~VA? dr' 7Jfe TllC~e e,o. /...✓..S~~;o::. .Z,. ~5 :5HAU ~ ~:;; r7,.o:::. ~/./.0.:/42¼,-7~ T.Gr.N1.: .?8-SA.f,GA MAJ-; ~~~-SJ.ff.I-, l!G{/5) /G8'2 A SCA,:.e : ,"IS ~N t/.G. ~~GN 6"A-G-"'..: N.W6NG€.t S57·7'ZI.!! C.A.~~T EXCI-IANGh!: ~-"'..; ,F. W/N:SU,W 9::r-,-~ 'I /L DWG. LC (/5) /O~f X p.wG.r ASS:f X .x. J -x------l j X , I ' l ' j l ! j \ X ,_ l -, J ,0 -OCQ-n-ffi-", 11/nl C&M~P:5,ATTAC:H ,,=-au~ "'S,Cllt'~a,s "l::;;,a<>~V6't?0. <J:,~~ ~,.,,_ ~~ ~n'?t:. ,!JO w.t IP' W/.;:, ~ ~C. t.X ,lr,-i;.,rre t"TYF.") .POL£ MJ. 5 .OcTAIL~ f'Pt:..i NO.G 5/Ml,;_At5 ~'7NJW#c?l!T TCM,1;' e-J'PM 6T..e<IND$ 71? ~.t:,,\I D6, ,:w,,ys t •' H ~~ ~~ 4.iV. .?l ,I' II -=-,:::-':' ::::.· 07 Ora 73 T36/R6.6 1a, 1&1 rl?:t .... l'lOJtcT ENGIHEB / SJERED CIVI~ lNGINl:B 1'40, \4114 0 ... n .tfflOVED Septemfxw /9 1983 l REDUCED PLAN USE SCALE BELOW I ~ ::f 3 INCHES ON OFIIGINAl ~ H , .. - LOOK. EAST NOT 'D h&iZ.¥ FOR INFORMATION ONLY CAMPUS DRIVE OVERCROSSING BR. NO. 55-533 PM • R5.6 TEMPORARY UTILITY SUPPORT DETAILS"2 cu 07209 WO 074581 FOR REDUCED Pl.ANS 0 ORIGINAL SCALE 1$ IN INCHES Sheet 13 of 14 3 r-.:.4Tt:WAJt:Y ~-.... 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