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Home My WebLink AboutR_5835_SJ ----,--------------------------------------------------------·------ --------------------------------------------,-- INDEX OF SHEETS SHEET NO. I II II 2•4 " 5 " 6 " 7-12 " 13-23 " 24-29 " 30-33 " 34-60 " 61 " 62-63 " 64-65 " 66-78 " 79-88 TIiie, Location of Work Typical Cross Sections Standard Plans List PCC Paving Details Plans (layouts) Profiles (Rood S Utilities), Superelevotions S Earthwork Quantities lntersections(20 scales) Contour Grading Drainage Plans, Details S Quantities Sewer Pion Detours Summary of Quantities Standard Pion Details Sign Plans (Roadside a. Overhead), Details S Lone Closures " 89-102 Highway Lighting a. Traffic Signal Plans and Details " 103-116 Frontage Rood Overcrossing Bridge 117-130 Red Hill Avenue Overcrossing Bridge 0 STATE·OF CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY DEPARTf,,ENT OF TRANSPORTATION PROJECT PLANS f OR CONSTRUCTION. ON STATE HIGHWAY IN ORANGE COUNTY IN AND NEAR NEWPORT BEACH AND COSTA MESA FROM 0.2 MILE SOUTH OF JAMBOREE ROAD TO 0.2 MILE NORTH OF RED HILL AVENUE To be supplemented by Standard Plans dated January 197 5 ME.SA COt/NTV '. } j ~ .] "" ... "" u 0 .... m l ..; -~ "' ! li 1: u.i ! "" ... l~ }~ u v DIii Begin Major Construction P.M. R4.6 LEGEND ====== Exist. ~ Culvert The det~•led plans are a portion of the route for the State Highway readopted and declared a FREEWAY by resolution of the California Highway Comm1ss1on (Route 73 on November 27, 1962). uJ I..) :::> er. 0.. 1/l a :i: u ex 0 Ill 1/l "' ex a. >-u < 2 < 5;,.~1'.0-'°' L--1===1 ~ ,------, < 1/l CHNL. ' ) 600 1 SCALE IN FEET 0 t;.. __ -. .-:; ., ?l 600 1200 ! 1.6 miles )0 ·•J;, -~;ngt,h .QtM,pior Construction = :.!..t..--L------------------------------:......----------...;.-----.'."'"_,'."."'. ... ~".':',:...,-:"._~. \'' _,._ ··~, c,\.1.1 e, F-073(1) Limit of Work OIS1 COUNf"f ROUT[ POSY MIU-TOTA.. PROJECT 07 JRA 73 /?4.~ '/?~.'? NAMES AND TYPES OF STRUCTURES @ Culvert @ North Bristol Street O.C. 55-534 © Red Hill Avenue O.C. 55-535 D@B:fd nQ-7.9 . Rtf!Sttftd Civil En(lnttl' No. .i. w-Februo"J Z~ 1,n .. ;ir.,✓dd __ _ Chief, Pr;i~~:tr°J"c'~:{=r0J:1~8St_ REDUCED PLAN USE SCALE BELOW 0 I 2 3 ~ I I . I I 1 -f 1--3 INCHES ON ORIGINAL PLAN -I Contract Ho. 07207 048361 07-048364 NHi• Ne "4 0-IU lltnlH.t,l, ... • •.t-•;-.:_:,_,_~.,",::;.;.i,.; ;,_)~ ,', ~'.~:_~.~~ . .f., ~ .. r:::.-•~ J :''~..SJ:'.0 • ~-:."-'"'-~:t ,-l\:'1-f?!<W,t~~ • .i;.'tt-~ .:....:..-----------------------------------------------------::: .. :-:,_::-,-:: .. ::.,_::,:-::,.::_-;;:-.,_ .. • ' : :· ' \ \ --------~~-=-=--=-~=---=-,=--=-=-=------===~=============r============-======================r==================:::::::::::=============r==::::=:.::======~---=-=-==--==-·==<~ )( )( __ , ><----i j X " Qt ] i l~ . ' J ;j Ji r-. ... ...; I X ... 2-J! Ji u ..; FORM OH PO U PF _, I l)ESltiN l)E.SltiNATION Al)r(J,7.s) = ~,.ooo /) • ,0% Al>r(l99s),, /~21 000 T,, S¾ PNr • 18,000 V • 80 M./?11. 10· /0' 5' .3' 0 @ I' I' --2%--i-I--' ~ = E 7 25'M-,,. /0' 12' /0' /0' @) cu;. at:. /' 7 2% -- 28'M,'rl. ~:.,.. o_ Cenerol Not.-s: I. L>/nuns/ons of' fhe Slrvc/urr,/ S'~l1on are svbj'1c-l fo h~e rolerances S,o,ei/t,,; 111 s1,,.,,,,,,,,.,,, S,o,e✓i'it1>t✓ons. 2. Su,o,rdi!Y41'/on os L>✓,,el'i!d .iyl'h, c_.,,✓:,,,ur. .3. A.CL>iKt' 51,,,118, ?;,.,,,A, a,,/.-ss Ol'A,rlY✓:u M>l'.-.:r. 4. R:;9 Seal Coal is to be applied to all Frl!,way, Branch Connector and Romp Aspholf Concufe Shoulders. 5 Concrt'le Siut'w,:,/k TA,i:knt'ss • O...JJ '.S/',Mo',:,,-,:,11 For /)r✓i,,ewoy Art't!IS See S/'4n,:,1-,,-,:,1 .Phns A/ 8 ·A. I 43' t 4.3' ! -¥ Proh¼-Grt!lo'e ---------I .3.0S¾ --I --.3.05% /0' 12; 24' &-J/o,: @ /' ® @ 4- ~ 0 10' 0 /, @ 2J/--15i_ I' 2.!t-- I I 12· 0 @ I' I- 2%---<-_.... 9 .......... A.C. l p,-0 /?le Grade Sh. 2~8.,,. 70 l'o S/4 2 78.,,. 41.77 0. 70' P.C.C. 0.45'Closs A ·C.T.B a50' C(ass .3 ·A8 t4-<:~~-~-.:--:'--, rYPE0srli'llcrvRAt. .S£Cr/ON 0.~5'P.C.C. 0.45'C/4SS A-C.T.B. ass· Closs .3 ·A.8. TYPE@Srli'VCTllRAI. .SECTION tJ.25' ly,oe 8 • AC o.so· Clt!ISS 2-A.8. IZZ?!i~!Za...-L. 4·A.S. rYPc@.STli'l/CrvRAt. ScCrlON aG 020' Type 8-A.C. 045'Chss 2-AB. I.O'Chss 4-AS. TYPE@)STli't/CTVRAl SECTION 0.40' lj,,oe 8-A.C. Q 'Cl~ssA·C.T.8. 55 Chss .3 ·A.8 rYPE(l) SrRvcrt/li'Al SECTION 0.40' Ty,oe 8·A.C. 0.75'Chss 2· A.8. I. 10' C/t!lss 4·A.S. o OCf 0 TYPc@ .srRVCrt/,'i'AI. ScCTION ,. ""'~- .. /)Ike -2% --S¾ Sta. 83.,,.4S.48 ta Sro. 87.,,.25 /()' Sia. 78-1-41.77 lt1 Stt!I. 8.J.,,.45.48 CONNECTOR C ·--: 40' rYPE 0 srJ?t/Crt/RAI. SECTION ry, E vcrVRAl .ScCT/()AI 11.P. I. 3' 5' 24, 12' &-J-Gr. I0&-1111: .3' 25' Nin. ROUTE 7.3 TYPICAl. CROSS FREEWAY SECX-IONS Not lo Scole SA~~/' / &1/ ..3 Toe or Slo,4e 2¾-- 10' ?8' M✓-n. /0' 12· 4' -..... -.... -07 ORA 73 R4.~/R~.2 Z. /30 DAT< """Ovto,_G,__,~ .... b,__,_r,._,ua..,_r-'1-fj _.2 .... 6''+} _,_IL..27 ...... 7 __ _ /0' ac. 35• /0' /?..5' l?.5' REDUCED PLAN USE SCALE BELOW t:: I 2 3 ~ INCH~ ON ~IGINA~ PLA~ ::J 47' 12· J. 12· 4' .3' of_ tfif (I~ o_ A), "'~ f"- NO/?TII 80t/NIJ COt.L.ECTOI? /i'tJ. )( )( 'O' I, r i -·-x:-----. J X ll ] 1 C J J l J X --- -3 J J POM HD II P'I Sta. /27,,. 72 l.::i 12'1>'-50 '1:11': 2' /2' 2' /4' ,l /4' @ 0./0' ~ Hur A(. Suri: P.20' A.C. 2·8 Cvrl> 2%_ IJ A2·8 -2Z t;. Var. Curl,-r ---~m1>11r1::m;;,;------. Sta. /29 ,,.50 to 1.30,,. 25 Stu. 1.30,,. 25 to 141 ,,. 40 Stq 141,,. -10 to 144,,. ~7 .30' 24' I • 2% I a10· V,u A. C. Sur/. 'A2·8CJro c% ~o'E,,.,~A-m't au:---------- -. - - , "'vrf,:,c1n9 ,()/J/i/1r111e v Stt:1. /44.,..~7 l.::i /48,,.45 40' /(!;' 10' @ i /0' I' fw I' I ~:I Bli'IST()L STR££T fw /0' Sl,1. 179 +97 lo /89 .,,.84 ROUTE 73 FREEWAY TYPICAl. .CROSS SECTIONS Not to Scale Sh~~/' 2o/ ..J REDUCED PLAN USE SCALE BELOW I.::' I.,~ ,J 3 INCHES ON ORIGINAL PLAN -----, .5n,/t1c1n9 Oh//t1,t1le <I ...... 0.. ,..... .,._ .... ---,~~-- HO /5399 °"" """"""" E,brut~ 191 1111 ~w 10' /' Sl'o. 189,,. 84 to 192,,. oo ----------·- -~ -----------.-----.---------------1. ______________ ,_1... _______________ ,L_ _____________ _,.. _ ___,,_...,._-,--_____ ~~\>, .......... ... - ,, V )( ·--><---- J X ~ ) l Cl J ·--l I J X J 4 J '°"" HD U ~ w...., -i OJ ' IZ't-J1lr. :34' tr J1lr. 2' 4' 2' AZ~Cvl'. alO'A.C. Su;i ---nJ;I 1.7% ~ I --------'1-- E.u's/. r 56' ~ /0' 4C.' ~ -gr. .... @ A.C.l>ike B ( I -------- I ~ 42' 8' ~ ® A2·8 Cu,D...__n w...,. 1,,A2·8 Cv,o I I. 7%-- [ I -, l JAMBONEE ROAi): Stt1. 8 -1-85 lo 9 ~ 70t Stt1. 8-1-.SO lo 9-1-70t IRVINE AVENl/E -CAMPVS l>RIVE i! Sto. /4S -r42 lo /48 -1-00 40' A2-8 Cv,t, A2-8Cv,6 l,_£2 l2'&111r. 42' 2 8' --- . ._1,,A2·8 Cv, o 1- I ' @ 1.7%- @ 1.7¥ __ A2·8 Cvr/J, A.C. LJike, See tJroino91 Pion Sto. 152-t-50 .to /~.3 -1-25 fw 42' /()' fw /0' .3' NOli'TH BRISTOL. srR££r I , I 5()' 50' Vor. 24: 42' & //or. 42' a· ~ 1'. w_ @ @ i.,.,W --1.7¥ A. C. .01~,!~ I. 7,t--' Slt7. /6 ,,,00 lo /8 .. 00 .5'/a /8 .. 00 /o ;g .. ;5 -)-&v: AC .5'urt. R£l) Hill. AV£Nll£ Ftn1Jhet1 6n:ure " ~~~~~~~~=~~~~~~~~~~~~S.wh~I.F~~:~--~~~~~r,-~,,~o~~~.~'~l.~~~o'~.,~M~-~-~:~~J-~.~~:~,c_·~~-~.-?~~~:~~~- J/or. / ~-/ ~Z".Sp,1nk/e,-CtJnlrol Cono'vil' hf" Pv/1 M,e Secv,,o' lo CtJno'vil'. --------------------------------------- .:r G.S.P. E/btJ>v WATER LINE CRO$.SOJ/ER & COA/t)l//T REDUCED PLAN USE SCALE BELOW L· I.,~ ·:J l INCHES ON OIIIGINAI. PUN t>l1111118lot1s ol M-, sfrve-fvrt1/ Set:fi011 or, .3v6/d'&"/ lo .lhd' to/,rt111t:,s 6/"t:l/'l,,I 1n IA, Slo11dt1,-.,I Sp1e-l/',"t:(1,'/011s HOl.lr£ 73 TYPICAl CNO.SS FREEWAY .SECrlONS Not to Su1/e Sl11~i,f .3 tJ/" .3 Sta. 9 + 70~ lo 10 -1-SO © .Slo. 70± to /0+90 Rf. t lf. Cvr.6s 42' 42' vorJnic_d,C . .svrr ------E,dst E.F! ____ _ 10 + 90 to II+ 75 117, Thlt:k 11+ 75 -to /.J+t)O (J.IO'A.C.Svrl: I.J+OO ·hJ l3+50 Vor. Thick Sia /3i"SO to 14+67 :t Srq, 14 + 67:t -fr, IS +50 CAMPUS OR/VE ··-·• .. ··--·------·-· ---·------~ ---------------------------------------------------------------·-------·--·-----···---··. 4 130 0.6 ' --------- ---------------------------------,---~-------------------------------_:_ __________ ~'-• 5 GENERAL ROAD WORK □ D86-C.I CJD 87-A.6 D D87-B.4 □ D88-4 CJD 89-4 □ D90-2 D A35-A D A35-B c::J A62-A.3 PC.C. Paving Details. Approach Slob. Excavation and Backfill-Limits of Payment (Miscellaneous) D A62-BA Excavation and Backfill-Limits of Payment (Bridge Surcharge and Woll) □ D 91-2 c::J A62-BB Excavation and Backfill-Limits of Payment (Bridge) □ D92-2 D D93-8 CJ A62-C.7 Excavation and Backfill-Limits of Payment (Culvert, Pipe and Arch) □ D 94-5 □ D 95-2 DD 96-2 CJ D 97-A.I Cl D 97-B.I DD 98-9 CIN8-A Cl N8-B □ A 73-8 Timber Barricade, Raised Traffic Bors,Dikes and Rood Intersections. CJ A74-A.6 Markers. □ A74-B.2 Marker and Monuments. □ A75-A.3 Concrete Barrier Type 50. □ A75-B Concrete Barrier Type 50. □ A76-A.8 Cable Barrier. □ A76-B.5 Coble Barrier. □ A77-A.IO Metal Beam Barrier. t:I BO -I D A77-B.8 Metal Beam Barrier. CJ BO -3 CJ A77-C.8S Metal Beam Guard Roiling, Steel Post. CJ BO -5 t:I A77-C.8W Metal Beam Guard Roiling, Wood Post. □ BO -13 □ A77-D.2S Guard Rail Anchors, Steel Post. □ B I -11 D A77-D.2WBorrierond Guard Roil Anchors,Wood Post. D·B 2-I D A77-E.1 Coble Anchor Assembly (Breakaway) D 82-3 D A78-7 Fences. D 82-5 CJ A7~-A.8 Guard Roil Flores. D 82-6 CJ A79-B.7 Guard Roil Flores and Miscellaneous Guard CJ 82-8 Rail Details. CJ 82-9 □ A79-C.5 Guard Roil Connections to Bridge Roils,Retaining CJ 83-1 □ A79-D.7 D A80-4 D A81-8 □ A82-I D A83-I D A84 D C7-A D C7-B D C7-C D C7-D D C8-A.3 D C8-B,2 □ c0-c D C9-A D C9-B D 072-9 D 073-11 D 074-12 D 075-11 c::J 077-A.2 D 077-B.2 c::J 078-2 CJ 080-2 D 081-2 D 082-2 c::J 083-4 D 084-3 D 085-3 D 086-A.I D 086-B.1 Walls,Abutments and other Flot Concrete Surfaces. □ 83-2 Guard Roil Connections to Bridge Sidewalks ond Curbs. D B 3-3 Emergency Passageways. □ 83-4 Obstruction Deflectors and Barrier Transitions. □ 83-5 Cottle Guards (Metal) □ 83-6 Loo do meter Scale Pit. □ B 3-7 Platform Scale Installation, Typical (Freeway) CJ B 3-8 Reinforced Concrete Crib Woll Types A,B,C and D □ B 3-9 (Construction Details) □ B 3-11 Reinforced Concrete Crib Woll Types A,B,C and D □ B 6-1 (Design Dato) □ B 6-10 Reinforced Concrete Crib Wall Types E,F,G,H and I □ 86-19 (Construction Details) CJ 86-21 Reinforced Concrete Crib Woll Types E,F,G,H and I CJ B 7-1 (Design Doto) □ B 7-3 Steel Crib Wall (Construction Details) D B 7-5 Steel Crib Woll(Design Doto) D 87-6 Steel Crib Walt(Design Doto) D 87-10 Timber Crib Wall Types A,B,C and D Cl B 7-11 (Construction Details) □ 88-5 Timber Crib Woll Types A,B,C and D (Design Doto) D B 11-7 Drainage Inlets-OS,OL,GOL. D 811-8 Drainage lnlets-Gl,G2,G3,G4,G5,G6 D B 11-9 Drainage Inlets-GT I ,GT2,GT3,GT4,GO,GDO. D B 11-28 Pipe lnlets-GMP,OMPorOMPl,OCPor OCPl,GCP,ODI. D B 11-30 Grote Details. D B 11-36 Grate Details. 0811-37 Gutter Depressions. □ B 11-38 Single Box Culvert. D B 11-39 Double Box Culvert. D 811-41 Triple Box Culvert. Cl B 11-42 Box Culvert Miscellaneous Details. Cl B 11-43 Box Culvert Wingwoll, Types "A" "B"ond "c". t:I B 11-45 Box Culvert Wing wall, Types "D"ond "E''. CJ Bl 1-47 Box Culvert Warped Wing walls. D B 11-48 Pipe Culvert Headwalls, End walls and Warped Wingwolls □ B 11-49 Arch Culvert Heodwalls,Endwalls and Warped Wingwalls. DB 11-50 Bridge Ar,proach Guard Railing Type 15. Tubular Hand Railing. Overside Drains. • D 811-51 Overside Drains and Underdrains. D B 11-52 Chain Link Railing Type 7. Construction Loads on Culverts. Cl B 11-53 Concrete Barrier Type 25. Pipe Headwalls and Strut Details. DB 11-54 Pipe Culvert Headwalls, Endwolls and Wingwall D B 13-I Barrier Railing Type 26. Slope Protection Detail No. I. Types 11A11 "B"ond "c". D B 13 -2 Special Single Box Culvert and Equipment Pass. DB 13-4 Slope Protection Detail No.2. Timber Detour Bridge. Special Double Box Culvert. DB 14-1 Drainage Inlet Riser Connections. DB 14-2 Structural Steel Plate Vehicular Undercrossing. Structural Steel Plate Arches. Flared End Sections. c::J B 14-3 Supply Line and Communication and Sprinkler Control Conduit (Maximum Pipe or Conduit Size = 411 ) • Concrete Arch Culverts. Pipe Riser with Debris Rack Cage. Coupling Band Details,C.S.P. and Pipe Arches. C.S.P. Coupling Band Details. 1211 thru 2411 Slotted C.S.P. Drain Details. Curbs and Driveways. Wheelchair Ramp Details. BRIDGE Bridge Details. Bridge Details. Bridge Details. Bridge Details. Closure Wall Details-Box Girder. Fi'ile Details-Class 45-1 and Closs 45-2. 16 11 Cost-In-Drilled-Hole Concrete Pile. Pile Details -Class 70. Pile Details-Class 45-IC and Class 45-2C. Pile Details -Class 70 C. Load Test Anchor Pile Details. Retaining Wall-Type I, H= 4°-30'. Retaining Wall -Type I, H = 321-361 • Retaining Wall -Type I A. Retaining Wall -Type 2. Counter fort Retaining Wall-Type 3. Counterfort Retaining Wall-Type 4. Retaining Wall-Type 5. Retaining Wall Details No. I . Retaining Wall Details No. 2. Retaining Wall Type 6-G'Max. T-Beam Details. Utility Openings-T-Beam. T-Beam Hinge Detail, Elastomeric. Joint Seal Details. Box Girder Details. Box Girder Hinge Detail, Elastomeric. Drain Details. Drain Types D-1 and D-2. Utility Opening-Box Girder. Utilities Details. Cl P Pre stressed Girder Details. Chain Link Railing. Chain Link Railing, Type 3. Chain Link Railing, Type 4. Chain Link Railing, Type 3L. Temporary Railings. Bridge Approach Guard Roiling Type 8 (Layout) Bridge Approach Guard Railing Type 8 (Details) Barrier Railing Type 8. Barrier Railing Type 9. Barrier Railing Type 11. Barrier Railing Type 12. SIGNS, SIGNALS and LIGHTING OSI -II D S2-IO D S3-IO DS4-5 D S5-5 DSG-7 D S7-7 D S8A-7 CJ S8B-I CIS9-II DSI0-8 CJSll-9 D Sl3-9 OVERHEAD SIGNS-TRUSS Instructions and Examples. Single Post Type, Post Type II thru 1ZIII . Two Post Type, Post Type I-S thru W-S. Single Post Type, Structural Frame Members. Two Post Type, Structural Frame Members. Structural Frame Details. Frame Juncture Details. Removable Sign Panel Frames. Sign Panel Mounting Details Laminated Panel, Type A. Walkway Details No. I . Walkway Details No. 2. Walkway Safely Railing Details. Truss, Pile Foundation. OVERHEAD SIGNS-LIGHTWEIGHT D Sl4A-4 Balanced-Single Steel Post Connection and Mounting Details. D Sl4B-3 Balanced-Single Steel Post Details. CJ SI 5 - 7 Type A, Connection Details. D SIG - 6 Type B, Connection Details. D Sl7 -7 Type C, Connection Details. c::J Sl8A-7 Sign Panel Mounting Details, Laminated Panel, Type A. CJ Sl8B-6 Light Fixture Mounting Details. CJ S20A-6 Post Details. Cl S20B-8 Foundation. D S2I-3 D S22-I D S23-3 D S24-3 D S25-3 D S26-4 D S27-4 D S28-4 D S29-3 D S30-5 D S31-2 D S32-3 D S33-3 D S34A-4 D S34B-I OVERHEAD SIGNS -BOX BEAM Instructions and Examples. Two Post Type, Frame Members. Two Post Type, Frame Details. Two Post Type,Contilever Frame Details. Two Post Type, Freme Juncture Details. Two Post Type, Post Details. Single Post Type ,Frame Members. Single Post Cantilever Frame Details. Single Post Cantilever Frame Juncture Details. Single Post Cantilever Post Details. Single Post Butterfly Frame Details. Single Post Butterfly Frame Juncture Details. Single Post Butterfly Post Details. Sign Panel Mounting Details, Single Sheet Sign Panel. Closed Truss Sign Panel Mounting Details, Laminated Panel Type A. D S39-5 Foundation. OVERHEAD SIGNS -BOX BEAM CLOSED TRUSS ALTERNATIVE D S40-A Two Post Type, Frame Members. D S 40 -B Single and Two Post Type General Frame Details. D S 40 - C Ribbed Sheet Metal Details. D S40 -D Two Post Type,Frome Details To accompany plans doted t=:-l,r110 , .. l 8 1911 ~tMAroE1•R:.;%·,'.'i""l 1" 1 rli1 D S 40 - K Single Post Butterfly Frame Details. D S 40-L-2 Single Post Butterfly Frame Juncture Details. D S 40-M Single Post Butterfly Post Details. D S40-P-2 Foundation. ROADSIDE SIGNS CJ S41 -3 Typical Installation Details No.I. Cl S 42 -15 Wood Posts, Typical Installation Details No. 2. D S43 -13 Timber Poles, Typical Installation Details No.3. Cl S44-6 Typical Installation Details No.4. TRAFFIC SIGNAL and HIGHWAY LIGHTING DETAILS Cl ES - I Symbols and Abbreviations. CJ ES -2A Service Equipment. CJ ES-28 Service Equipment Cabinets. CJ ES -3 A Signal Heads and Mountings CJ ES -3 B Signal Heads and Mountings. CJ ES -4A Controller Cabinet. CJ ES-48 Controller Cabinet. CJ ES-4C Controller Cabinet. CJ ES -5A Detectors. CJ ES-58 Detectors. TRAFFIC SIGNAL and LIGHTING STANDARDS Cl ES -GA Type I Standards and Pushbutton Posts. DES-GB Types2,2-A,3,3-A,IO,IO-A and 14. Cl ES -GC Types 15 and 21. Cl ES -GD Types 16, 17 and 17 A. Cl ES-GE Types 178, 18,19,I9A,23,24,24A and 40. c::JES-GF Types26,26Aand27. Cl ES -GG Details. Cl ES -6 H Types 16-S,17-S and I7A-S,forlnternally Illuminated Street Nome Sign. DES -61 Types 19-S,19A-S and 24-S for Internally Illuminated Street Nome Signs. TRAFFIC SIGNAL and LIGHTING DETAILS Cl ES - 7 A Electrical Details Structure Installations. ClES-78 CIES-7C Cl ES -7D Cl ES - 8 DES -9A Electrical Details Structure Installations. Electrical Details Structure Installations. E lectricol Details Structure Installations. Pull Box and Splicing. Cantilever Advance Flashing Beacon Installations, Types 9, 9A,9B-Detoils. DES -98 Cantilever Advance Flashing Beacon Installations, Types 9,9A,9B-Detoils. Cl ES -IO lsolux Diagrams and Fuse Ratings. Cl ES -11 Traffic Signal and Lighting Details, Foundation Installations. D ES -12 Pedestrian Undercrossing Fluorescent Lighting Fixture. D ES -15 Pedestrian Overc rossing Fluorescent Lighting Fixture. Cl ES -16 Fluorescent Sign Lighting Equipment (36 inch). FLUORESCENT TUNNEL LIGHTING FIXTURES DES -17A Luminoire Housing Fabrication Details. D ES -178 Types E and C. DES -17C Type E and C Luminoire,Reflector Fabrication Details. D ES-17D Type E-II. D ES -17E Luminoire Installation Details. DES -17F Luminaire Ballasts. DES -17G Luminoire Feeder Connection De toils. DES -27 Extinguishable Message Sign, 10" Letters. DES -28 Extinguishable Message Sign and Flashing Beacon CJ ES-29 CJ ES-30A CJ ES -308 CJES-31 CJ ES -32 CJ ES -33 Installation. Slip Bose Insert for Type 10 and 15 Lighting Standards. Lighting Standards, Type 30 and 31. Lighting Standards, Type 30 and 31 Bose Plate Details. 7211 Fluorescent Sign Lighting Equipment. Fluorescent Sign Lighting Equipment. Left Turn Signal and Sign Standard. Metal Railing Details-Types 9 and II. Barrier Railing Type 9-11. D S40 - E Two Post Type, Frame Juncture Details. D S40 -F Two Post Type, Post Details. STATE OF CALIFORNIA D S40 - G Single Post Type,Frome Members. BUSINESS AND TRANSPORTATION AGENCY Cable Roiling. Metal Tube Bridge Roiling Type 15. Metal Tube Bridge Roiling Type 16. D S40-H Single Post Cantilever Frame Details. DEPARTMENT OF TRANSPORTATION D S40 - I Single Post cantilever Frame Juncture Details. STANDARD PLANS LIST D S 40-J Sino le Post Cantilever Post Details. (JANUARY, 1975 EDITION) The Standard Plan sheets indicated by a marked box are applicable to this CONTRACT NO. 07 -048364 --------------------------------------• .. --·---------. ------ '-' 6 1---::~--------=---====================================--=-~--=-~--=·--~---=--=-=-=-~=====-~ See Note B ~II Keyway To accompany plans doled [ehrua '1 :Z.81 1"11 / I DISTillCJ I -Ill C Ill (All 90° bends shall be on a radius of approx. 1~211 ) Q) Q) E C Q) ....: ~ :E \ !_I _______ W;....ce~a~ke~n~eid:+'.P-;:-la:-,:n~e:..:J:.:o:.:.:ln.:.:.t ______ --' a. I-#4x22"Tie Bar ~ See Note A -\ I ' and Note C\ 21 \ \ I ~12' SECTION A-A TIE BAR TRANSVERSE CONTACT JOINT WITH KEYWAY AND TIE BARS NOTE-Transverse Contact Joints with Keyway and Tie Bars shall be used at all construction joints and elsewhere if ordered by the Engineer. Tie Bars to be placed In the middle 1/3 of the slab thickness. -Ill i Ill E ~ Q)....: > u Longitudinal Joint I\ Note A• A!I weakened plane joints shall be constructed diagonally as shown, except as indicated In the \ end anchor and structure approach details. When only one lane is being constructed alongside I \ existing lanes, joints shall be constructed either Q) diagonally or normal as directed by the Engineer. S I \ Offset= 2' in 12' and skewed counterclockwise. \ Note B• Spacing of weakened plane joints shall be \ successively 13: 19: 10: 12' and repeat,except for the first joint at pavement end anchors and at \ reinforced structure approaches. NoteC• Weakened plane joints shall be constructed at least 5'from any transverse contact joint. \ I \ I\ "' 0 ·-a. i= PLAN-PAVEMENT DETAIL OF METAL OR WOODEN INSERTS TO BE PLACED ON FORM 15' Pavement Weakened Plane Joint -------1 (Normal to Centerline) f--~----------___J3 PAVEMENT END ANCHOR DETAIL I. 2• I NOTE-Pavement end anchors shall be constructed as the terminal panels of all pavement not abutting existing pavements or structures,at Pavement Pressure Relief Joint or.elsewhere If ordered by the Engineer. ' See Detail A or B tor Modified Type A Seal l • ~ 5.tJ@IB Expanded Polystyrene Pavement, Aproach Slab r-... !~====================J;:;:=======================~~jqj&:Z~!]::====_j or Normal Pavement Weakened Plane Joint 19'-o" Pavement End Anchor 1;4' x 18" Tempered hardboard 1!..6" Normal Pavement ----i"-~ 5_Tot.4 LONGITUDINAL SECTION IOO'max.from end of approach slab NOTE-Pavement Pressure Relief Joint to be used only when specified In the Special Provisions. PAVEMENT PRESSURE RELIEF JOINT Tape top of ex ponded polystyrene Hardboard protection on concrete placement side or sides. FORMED JOINT DETAIL A Width of 411 saw cut I ¼" bevel I 'N:~1 ~-] Depth ~t_ ,-saw cut Tape top of expanded polystyrene Hardboard protection on concrete placement side or sides. OPTIONAL SAW CUT DETAIL B I I I I" I i-- 1 I A 1 _ _j st I C\I I Not to exceed 24" Not to exceed 24" Transverse Contact Joint with Keyway and Tie Bors shall be placed at least 5' from the location of any weakened plane joint. I I I I I I I I : I I I I I I I I J CHIEF• PROJECT DEVELOPMENT BRANCH R•GIS I EREO CIVIL ENGINEER NO ~872 .lPPRovco_..,.J.,..un'-'>e.....ulZ.....,.,.19:...c7..,.6'------ REDUCED PLAN USE SCALE BELOW t I l ., ~ I j ' INCHES ON ORIGINAL PLAN I I I I I I I I I I I I I I I I I I I I I I 112 Premolded Expansion Joint Filler NORMAL JOINT STAGGERED JOINT PLAN ( Pavement Pressure Relief Joints when Placed at Ends of Approach Slabs). NOTE: This plan sheet supersedes plan sheet A35-A page 9 of the Standard Plans dated January, 1975. SPECIAL DETAILS P.C.C. PAVING DETAILS en 0 l> (>.I c.n I l> ======~~~~~~~~=~-----,-------------------------------__:--------=~S_QD~A]3~5~-A~.J1 ~~ ~-----------___.:._-----==== I ----· i 6/17/76-REM. PAY LIMITS 8 REV. NOTE )( Cl/l;VE /JATA A N! R LI L. r 7 4000' ss•oz·o2ll 3,842.09' 2.083.77 Ft 4,000' 19•04•33• 1,331.74' (. 72. 09' 11, 1.soo· 29•1o·sc.· 7~3.99' 390.47' J, 1,000' 3~•41•or ~42.02' 332.51' )( --x----• X ___. )( 7 o.,. Do•• t:: REDUCED PLAN USE SCALE BELOW 8 I 2 3 I I I I I ::j ' INCHES ON ORIGINAL PLAN ------- 9 -~ ~0:...:.7...L.:::O::..:.R..:::'A...1_...:.7.~'3-...J.::..:..,t;>.::..4.:!!.~:'.../,~R.:!!.~::..:-2:-..1--<-1~~ ,fviJl,c IY<1r/rs t>mul'<1r, C,ry <1/ Ntwp11rl' 8e1Jrh --------~ ----...:::.- ' '4"· --~ ---- ,., J!!f!r:r-/4 e~" ..... ... HO ill.zo.99,.___ , . ., •···•·" Frbrua,~ lfl1 1?71 i\t -~ ~ ~~ I:::), I\J~ ~ "'~ ~ ~ '} ~ \j 't '!-< ·ce,,.;;;;.&:;,~p=rr -::~~~~~~n~-t:::,,-1 •• ·""·----= ZIO Remove/;;. .i_ 9 210 - 210 V{ \\ .58' II II _-__ --_-_-_-_-_-_-___ ....J _L.::c_.;_;;c,;.;.;HR..:..::IS:...T~OP~H:..::E::.iR __ ---1.::E-~L::.... • ..:...T::..:HO:.:U.:::A:S~::~--....::~::....: .:..:f-..::B:,:::LO~C:.!:.KE~R:__...1---1. ____ :-L_L. _____________ _L ___________________ _J _____________________ j_ __________________ :::-_:-____ :.! ) I ... X -x X o...o-i ,._. ... Supe,•'-'ltJ X 8 ~ .. ~ I\J ~ ....,: '-J ~ i.:::: ~ Scale .-r-50' ORANGE COUNTY I 17,. 65. 4 4 North 8ri.sl'ol - /(} f 00 Ooi/e SI. .... ·-, -<;'"• ..___., -~ ---~------c__,. P.,,<!hc w'orA-s /J,rec/o,; C,/y o/ Newp11r/ 8e.,ch "'2:, c:, " <( 5:: ~ ~ .:--. I:: ~ <,Ii l<:5 <\,:::: \J ~ ~ ~ ~ ~ ~11~ ~ ~ ~ 1 "-. ~ ~~ ~t .. 07 ORA 73 •O 1..2.J..,_9._9 __ Fdirua['J 281 "'77 <:5 ~ <::s ._ ~ \J ~ \j \J ~ \j '3Q.. I'-. ~ ~ Q.: ~..i ~"" '\,I .. .. ~ I... 4 ~ --------------------------------------of SloP1.,--••""'""''"""""''·"'··--•• .... l b~S/_ ~f. .. ".. .. • • • .,. CL • .. .... ,-ype .. "-. ........................ ·;£.d.st. ' 'er-, -~ r-----_::t.!-:-,-~:-::-~==-_Jc.h£.!.!.L,C::::..=-.:...~:..:.._=-.p.=.c.....,&"'1c1~-&m.'-t"i~-l---'"'Wl!'>"ti~-&ffl:-lv:-"'---=Ji.=-01"-'i1'--__,_'-"'A,,_,_,. 4 1';) C. TY,oe r; 49'2l'Jl*Jv _,_ N4'1'2l'.37'W' _8~CLNJ!!..4-!!(t.£_'-f:__· _. _ ==___ -;;;----~~~----;5--um:-7fr,:,J?~ _ _ _________ JL.A.J;B~ O.IO'A.C.StNT. ======== CITY ' ~~ I:\:~ \ii~ ~~ ~'= ~ R 7 OF NEWPORT BEACH· 01/W' ~, --···- REDUCED PLAN USE. SCALE BE.LOW 3 I 2, ,--i I t --1 ,3 INCHES ON ORIGINAL Pl.AN l.AVOUT 2 ............. --·----------------------------•··-J X ~ ~ 1- ~ --x ~ ' ..,., ~ \J J.... ~ X ,, .... X 9 >< 9 230 ~ f::t."f)e,o,esset7 Cu,o For 4'~eelc.ha,,-, Ra.m_A L'Je/ad ,V. -8 I~ Scale.· !"=50' l74,,.98418rislo/St:= /0,,. 00 00 Sp,uce Ave. ~ " 1~ <::i I.J I.J ~1i~ I.J l.j I', Cl.: ~ Q,: '.;:-"1 .. -..i ;-..i ORANGE COUNTY I~ IJ I.J ~C\: .. -..i s ~ ~ <::\ ~ IJ I.J \j ~ ~ I~ /(,(, ,,. 7..3.4G Brisl'ol St:= 10,,. 0000 Cyp,ess S.r ~ !~ ... I Enst: 7;,oe A2-8Cu,6 \ \ Ft/Tt//i'E X Poore 2 3 4 235 c, 7 73 8 9 ___ ____,__._,_"--------- ,Ovbhc l+/a,ks Lh,t-t:"/o,, c,ry I)/ ,Vew_pol'/' 6'e,u-A Ci<,~~ ;u..,.1., 1!:~$1s-/u,I £},,="'-, o,11h,J~ c..,,,1)" £ M.A. X FREEWAY 240 . ---~-_!j;~--, ...... . , 1.2J,...,9c.;9 __ •. , .... · l="ebrygo, Z81 1211 2 ~ ~i <J ~ "I: I.J "' 3 X lQ 1-l'o) ~ ~ ...... ',I :t ~ ~ --------- --------------bis/.7,;eo/s;;;;;~------~ .,.,,,,,...- ~tit--------------- ·;::;.::_ I;::;;,;;:;:;:;:,;;;:;:;::;;:;:;:;~.;:;:;~ :r;;;".'.;..f ~ ;:f ~;;;;;, :;:;:;:;;;;;:;;;::;; ~;:;:;~::;:,_ • • • • • • ...•• ~ .••••••••••• :;:;;;;;:.;:;:;:;;:;; .;:; . : );~;:;:;;.:; . • . . . . . . §';;;;'.;0 ~ ;:;:;;;;: ;;:;· ~~:;::.::;::~;:;:; ;.;;;:: ::&. •• A2-8 Cu,6 I Join Tv,oe ~ Pv-mr. 4 C, 'l 8 9 I iYpe ~ A-mt: h1h ( ' j t CITY OF NEWPORT BEACH ---------------------------------- REDUCED PLAN USE SCALE BELOW I 2 t:: I, I 1 ~ INCHES OH ORIGINAL PLAN 3 ::1 t.AYOUT 3 .... -. ..... ------. --. _; __________________________________________________________________________________ _;_ __________________________ ....,..,..~r=:-r=-i ' 1 1.,t :o I SY.U( . llD(Hl ••OJ(Cl tilO I •~fi11. I ~ IJ1I#,. I )( )( -x-----1 X Doolro' .. a..-.11 )( 10 I o.,. I ApP"o,al hco'"inended Ir I I I I I I I I 1...-- I I / I 1 7 I CAL If --•••• • I I Pv/Jhc VorkS LJ,rec/or, C,ly o/ N1,v,oi,r/ de11cl> CJ./:? ~u/4a,... /(J-~.?6 )3$1s.f.zn-f D,;.,::c.+or, O,.a,,_,, C""'"">' ~MA 7 I ... I ...... I 071 ORA I 8 73 1..;>4t,,/R" 2 I to 1130 9 :Q ......... ------ X X ~ 1- -x-----t ~ <\J ~ ' '-J ::.i: ::: L ~ )( °"'"""' a..-., s...,._..., X =~----=t======-=---==-====----=-----==--~---.--1 2 0. 2 -8' GP/es.- ly,De C.L. r;' re. N4'1• 2 '37"W. I 2 1-.: ROUTE 3 4 l\i 87iW: ,2e,4.,.zo.12 If...: . 73 ~ 3 A/tJl?TH O.C.F.C.D. ' ORANGE COt/NTY o ,I 00 -~fi ~· ~, ~s COUNTY 7.3 N_g 4C 5C IR 2R t, Rem()Ye &-lfec()nJ/.' E.n:S/. 7;,,,u C. L. ~' Fe. S,vne L()ct11'✓0n CI./RVc L>ATA R L'.l L T I 00' 11'27'.35" _1_80.02" /40.48' 4 401' o· 54·.1r 70./2' 850' 32'28'23' 481 74' 24754· 800" z• 2a·oI 453.34" 232.13' 4500' 14' /7'45 1122.79 5t.4.33' ~ \. C:) '3 \..) "1 \..) 0 t:: 1 " ~ " "' "' -:;. <3----€, t!C .. d.s/. .lJ,,.oe c:t.";-~- 07 ORA 73 ilt .,.•\II •IO Cl',IIL INGINfl• •O l.5J-9-.!J __ &b,u,IJ ze, rnz REDUCED PLAN USE SCALE BELOW I 2 3 I I ' ::J 3 INCHES ON ORIGINAL Pt.AN £.C.>< i.slol SI: J')." "h ~~c,.~-~ e·•·····••.,. J...J..'-'e"-L ;,,_,., c;;;;,;,;••··~ q_o P/ ;_, ....... . v,G,a.-•·• II 'd ... ·---~e::::_ ___ ~~~···~~~·-· 1 ~""~--~-~-~-~-=-_~-r-=. =°"'~•·= 1 ·~··-=·=1= 0 =• .. ±=·=·~=·=··="H=•=mm=en=d,<1~··3=0_ .. =·~~-·~•~"'~o~•-w~,~'~''~•·_,~·-·~-~~D•~"!~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ : ~ ~ " - - - = - ~ , ~ ~ ~ ~ ~ ~ ~ - = I = = = = = = = = = = = = = = = = = = = = = = 1 = = = = = = - - - - - - - - - - - - - - - - - r - - - - 1 = ~ l . ~ A ~ y j ~ t ? § v ~ ~ r = = ~ s ~ = = = j ----------___ _,, I I I ' I I I I I I I ! ·1 ! I 0/i'ACO.l'J OF )( X X -.-x-----1 X -- , ...... 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" k ) l l i ~ A2·8Curo ~ ~ 177· ~ I\J IX) ~ ~ \9 LJe,oressed Cvro h:lr 4'/,#,eek/2,:,,:,- Rom,o, LJe/,:,// N8-8 ~ Ill;) \j ~ \j ~<\: :Q~ '-;: II II II I l.Jo· I~ I~ I ~ \!JI ~ ~I "'' -~, ~ ~ \J ~ I I ~ I I t,j I /7' I I II co II II soll II II 4J II • \9 I~ IYJ ~ II~ ~ I I" ~ II·~ ~ 11~ II II (f) II II 17' II I I ,.----VARIABLE -----11 trons1t10n\ T "' i---1 1 1---15'-j Begin gutler tran,itlon A PLAN X·Gutttr, ond Aprons where gr odes ore !o NOTE: Smooth trowel e"wide flowline 1n ~ormol CJutt~r Width 1es,1han0.5%. ~l.'l 51""·' •-~.-+ 4' 4' ~ I 4"AC ,•-ll-ll"PCC 4 •4 smooth bon 4' long, 24"cc SECTION A•A ~ All. SECTION C•C 1~·--i Uon 12• AC 4'' AC. Min. ~ Min O" Cl. 2 AB Min '4'CI 2AB Mon CROSS GUTTER A2·8 Cwb N49' 2/'39"'h/ 173 A2·8 Cvr,6 174-1> 98.4/ 8ri.slo/ Street .. /0,,. 00 S,orvce Are/Jve CURVE /JATA #9 I? Ll '-T BC. .Station E. C . .Stot'io/1 I .35' 89'59~5· 54.98 35' 9,...33,00 175,.. .S.3.4/ 2 .35• 9tJ'OtJ' 15' 54.98' 35• /74,.. 43.4I 9 ... 33.00 ~-~ll>•••hlNulNUI ... 1539'J ------. ·---------, REDUCED PLAN USE SCALE BELOW t= I I ·' ~ I l INCHES ON 0111GINAL PLAN z_sJ [LL------,--------~-----:1-----1-------------·-- ....---------------j___ ___ _ SPRUCE AVE. & Bli'ISTOI. ST. JQRIII DH PD tl PF --.. _______________________ _ ---------------------- ------------------------.------------------~-------------------------------·-··--·--·--·----------------·---·---· l( l( X )( FON DH-,0 ti H ' ~ l l I l /~().;/2.8~ 8rlsl'o/S~• /()-1-00.00 /Jlr<-A Sr. 143 ~ II 10' II II l ~I v lit== '7 I II // I/ // ~ I I n H II STREET ~ ~ ~ ~ ~ ~ II II 11 ~ tJ.,.s2.so ll~o~ ,/()//1 c.n:St C'ur6~ -@ l AZ-8 Cu,/J N 49" 21' .Jl"IY' ti~· ~ --t>-NORTH B/i'ISTOt. lot _________________ _z_ __ --------------------- 145 -1-12.0~ Ndrl/2 8risl'dl S'I: • 1.3 .,. t!J8.o, 8ird1 Strul' I\J "1 E.P. 158 AZ-8 Cur6 ,V.t /i' I .5 2 s 3 5 4 S' s .35 II II II II I Join cxis/. Cvr.6 8.C./3,.81.07 STREET LJe,oresse,:t Cu,6 .ror 4'/t/~eek/J,:1ir /i',:1m,o, tJehil tV8·8 ,,. _ _..,......_ ____________ .......;.._ _______________________________________________________ _ LI 90"0'S9 9~0· 4• 90•0•4r 89'59'/3" 89'.S •13• 07 ORA 73 .. a~ M,.,.i~ CIVIL fNGINIII NO 15399 om AmOVtO F,bua'} ze} 1'11 REDUCED PLAN USE SCALE BELOW 0 I 2 3 t::I I ' I •o-J S INCHES Ofl ORIGINAL PL.lH --l CURVE IJATA l T 8.C. S/,:1/itM E. C. S/,1/i"n 7. ~-5. /0<1-/ .01 7 7.85' s. /0-1-~ 7.86, 5. /,3<1-~ 7.85 s /3<1-8/.07 145.,.49_0, S4.'17 .34.99 14.,. ~7.0S 14 .,. 79.04 A2·8 Cur/J BIRCH STREET ~ II ~ltj~ '-,: 1 X -~ ,,~ ~,1~ 8' "I: 8.,.50 Scale :f"= 20' )( --x·----1 J X ~ l l J ! 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M•~tf•J~ ,;.1,,,7' ,o•oo-,.,,, .5l f'' a-,•~1• ~· '/.4.4' " S' qo•oo'4r 7.IU,' DArA r /J.C. STATION u_.,,,. J~ll/,.A7 .JS,()/ /~Of'l$,I/ .5.00' tS/!2S.l.1 5.00' 152.,. /'I. /.1 Joln Ex/sf Curb E.C . .'::TAT/ON IS2, ,1,. I I 1-1!'--,o /31-'4• ,o /.3-,.80.8'1 0£PllESSED CuRB Foll. 4' WHEEL CHAIR RAMP /)£TAil. NIJ·8 .... 0EPRE55~P Cu~B ..._ ,' F11~ 1./,' WHEFI.OIAtR. i'AHf'f\4 /JETAII. NB·8 A2·8Curb 5~·6, I I ~ 6'/' IO' h.. 4J 4.J t ff) ! '-I f2 ~ ~ ~ ~ < ,u.• \1') ,}'w -~ " ~ .~ ~ ~ 'l;t ._j \.i /51 f72.l.3 NORTH 8RISTOt. ST.• /:3 f87.89 CAMPUS [)~/VE ./ c~/ST. Ty,D,: C:,. 6' Fc. --'"=+---G-..LE--E>---8--- io oO AC. DIKE 78--E----<3---3---- Ex1sr. TYPc CL,~, rE". Scale: I"• 20' 0., u .. ,, ..... OJ OR.4 73 om .... ov,o Fehruo r~ ZB, ["11 REDUCED PLAN USE SCALE: BELOW L I 2 3 c• I I I 3 INCHES ON ORIGINAL ~ :::j CAMPUS bl?IYE & NORTII Bli'ISTOI. ST. __ r------------ ... 11/W==-,. BR /:STOL I 127-1/UJO BR! ~L .ST. NORTH SRIS roL s r. /0-1()().00 RED I/ILL AVE. L ~L ---------RIW CURVE DATA No. R A I. T 8.C. 37i4 TION E.C. STATION I &>a 32!2801" "4J.~Z ZJ2.U 111+z4.05 l?S-1-11..37 2 ,35 ., 35 8'rS9S!" 51.,, H.Oo > • 29 cee~=c:==:c-,-...ac..cc:=1M•D-rtsrts,e _____ .ettr:::a.-••---==--ert""'",_ . .,., .;._..,, AeJ.I ',..., .i;;r·..:.• _,,..,,.,••-••wob ..... xh ..:.c' ... ki.Jl,_,...,,+...;•:..,,_.__ _ _.:., _________ _ ------ ~e:!>~ED Gu,ra 'WHlCLCHA•~ , Dt rAIL N8·8 ~ ~ " t\') ~ ~ 0-- ~ :::::,;; -q: ~ ~ ~ ~ ~ ST. 2o'A.C. r. -----·------~------ ....... M ..... 07 OIU 73 /i'4i;/Rt:.2 uu .... o... Februar~ Z.81 r,11 25 u,sT•"'6 E'~ "'1---1o:T TAH.C.. R/w REDUCED PLAN USE SCALE BELOW t::' I.,~ ,::J 3 1MCHES ON ORIGINAL PUN Scale • r • 20' BR/STOl. STREET R£l) Nlt.l AVENI/£ )( )( __ ,. _____ -1 )( J )( f()fttl DH,OIZPI I I -' .I'✓. I~ I If I A I I ,J 11 '7 .i'o. t~!TV : l ' { ·1' •<f:l / f ; ,...,....,../, .f •"/'°I ,,, • OF NEWPORT 1 Scole: 1"•50' I, 'f .. --------- - - - --=-=-=-----36--~-~--=--=--=--=--=--=--=---=-=--=-=--=--=- l1LA C.M -' \ ....... ...... ,, I 07 ORA 7.3 ,OUJKI IN~ ~lNGINHI NO f5J99 •• ,. Athl()v•• [ebrua ,~ UJ, 1211 '\\ ':, ' \ \\ \ \\ ,.: \\\ \ ~-\ t ~ REDUCED PLAN USE SCALE BELOW I ,I ~ j 3 INCHES ON OR!GIIIAL PUN ---------lill.4IJINS Pi.AN -~---· I .. -><----• )( ,011• HD IZ ,, II ] l I l I } I I ORANG£ COUNTY CITY OF NEWPORT BEACH ORANGE COUNTY , ......... t---t---t--'-•••• _ __j h-.1 I, 73 1R¢.i;/R~.? 07 ORA .,_ ..... ... ,._. 3/ 1'0 ,101ECt lNGINlll ~CJYIL fHQHUI NO 15.399 DAil .,,1,m0_u~ ... b"-', UiuAlLC!J-j ..... z .... e'r, .... i,L..1UC1 ___ _ 0 t:: REDUCED PLAN USE SCALE BELOW I 2 3 I I . I I I =l 3 INCHES ON ORIGINAL PLAN Gl?AOING Pl.AN 2 ,_, C .3 _.,, . -, -,/J1/?"f.' 14; \ • , , , ~ Ot..' / ,r / ·.-,,,,,, :-: ~ i J::""::,,~. ~. -~ ~~ ';(, ROUTE FR£Et✓~;v --x----~--·-----___ ! • r, ----.__ ._, ~'."~~. \ ~"' ~--- .:... \ , p,n?: • 'ye<'"' \ X .t ] l j l l J >. l 32 } ,oR• HD 12 Pf 07 O,f'A 73 -'Z /3tJ PlOJfCT ENG1NEE1~C1vN. EHG4NIII NO /5.399 om urt<lv10 F.-bruorj 2.e, 1'122 ;·--_ ~--~~; i.:_ 4'------,, , . . -'9'<'...__ • ' • , ,✓ / .: '---"" {-"'->·' ;·, ,"'.,~ / ~ '\ '\ ' \ ' ·>~ --~---~ _____.,_,yj : ~ ,_ I ' ·--....... J , ... , ' \) : ' ~ -,:; , . -~ 2?c: ·, VI~ '-' '· / -.. G'HAOING Pl.AN j ;, X fORl4 11D 9l Pf I,. I I . •• ,-...JJll/11 ,, ///I I I I IJ// I I I I • I ._ I I •• i J":>t I I 1 ..... -' \ \ ·, \ _) I \ \ } / \ \ \ \ \ \ \ \ \ "\ \ \ . -------__ ,__f /.:> ,,.. _-;,-,,ae ./._ '-.,.1 STRc(T ,, ,, ') I ) ~ I I -t> ,t. ,t. <:> ,... ,.. COS/A ;lfCS,4 OF ---.. • -.. ·.~ --------____ - C.HA/JING Pl.AN 4 ORA l.3 ~ ~~53 ;;Hilt ,_OJE:CT lNGINlU NO (_ --------- PLAN REOUCf ~ BELOW USE SC ·2.8 1211 • I X )( -.--x----- J )( .t ] 1 J -l l J )( 311 ,01111 HD ti Pf' .11:!.Q§L §!!L.!19 Dtlscription I. lndttx, Kttlj Mop and 6,n,rol Noles 2.-9. Plans, Prol'ikts and Oe/o,ls la M11nhole No. I //. Manhole No . .3 IZ. A/anhole Na.4 13 June/Jan Structures No. I, 2, J. 14. Oraino9, lnl,ts 60·1, Z, .!J. 15. Oroinog, lnlttl.s T1jpes C.!JtJ, C39, C'fO I~ Tronstt,on Slruclunu No. I and No. 2 17. Trons,flon .Slruclunu No 3 om/ No. 4 18. 19. Oroinogtt lnl,t TIJP" OG ·I. Apron 011toll, /li:,,rr Connsclion Flor,d End Sections, •T$fptt :4' Oowm:lrain, Rock Slope Protection Ott la ii, T51p,s :4 ' ond '8' Orain.s za Mono/1/hic Conn,ction, Copping Otttoll, Concrttt, Colla,-.. ZI. Sfandont/Pr~ssun, Manhole .Snol'✓-.s v!. <Yo ~' ,~ Beg1 n Construct ron PM R--+'17 •;c1., ' l.ro o"· " p ,,.,, ~ ·,~ ,~ 'i-, 0 ,, O,c- ~-· s 1- ~ I·' ,, ',,I ,\ ' <f) w I J er I- V) v, \I') w cc (). ~ " 2404 I. 2. .J. CENelUL Nore.s li'ttml'orcttd concr,ttt pipttS shall btt Closs D, 1000 O. Corru9t1/1d .ste,I p1ptts .sho/1 btt 0./09" thick and b1tum1nou.s coot.rd. R,tnl'orc,d mono/Jthic conn,ctions (Or,11nog1 CM/ails •Slit. Iii) mal/ ~ usttd to ayoid cu/l,n9 .stond11rd lt1n9lll:1 o/' p1p1 ond .shall btt us11d wh,n lhtt dttplh of t1mb1d,n1nl o/' conn,clm9 pip, 15 lttss lh11n .!J • /'rom lhtt ou/.s1d1 /'ace 01 th, :Ilorm drain .struclur~. S. All plups '117 new consl'rvcl'/11A SA1// J, Cl,us ';!/"C1Mc.re/'1 not less tlt11n as /'ool' rA,"k, 11,,jneA' ,s,. morh, ,,,,,,,. /,ss l'AaA 0. ~1 /'ool' lhkk, l- <11 I DR n. I I ' :1. 0. ::;: -~ •J l•CTp L S~ ,J (~ '<)0 oc ,.\ ."'\ ,<, M[SA SCALE IN FEET I ! <t 2 <t 5AN1 p. i 7 ~,,.,"/r-~ .? ..:.::o COVNTV 's u'· c, r· r· ~ ► z -.0:. -'-.... ~L.J.O.~-------DUIGN ~fl lfGISRlfD CMl ~ NO\ \445 °"" AntlOVID Ft-6 rua r~ 2.8, l't71 t:: REDUCED PLAN USE SCALE BELOW , I 2 3 I . I I I ) INCHES ON 0fl1GINAL PUN ::.J NAMES AND TYPES OF STRUCTURES ,-,__ \\// (~/ R--:d hid ,A\.f';'lllJO-1'i( :') 53$ ,, // ''/ --- L>RAINA6E PLANS .SHEET I "F' 21 INDEX S KEY MAP I 'v ·--x----- X k ] , l J J t j X 1 .3 } fOAN ND tz PJ / ) ... ,' I ./' / CURVc IJATA .;,,)()()' ~I, :Jl)O REDUCED PLAN USE SCALE BELOW I I I . I 3 INCHES ON ORIGINAL PLAN S cole: /11 .. 50' 2S zo ,., ,...- ~ <'1 ,::-": ...... ' '•1' ' /' • \ / ' / I f _ _,, 11 11 r----::1r_~I \ •ao:;~;j) -' I /) ., ,RAMP U-5 ~ zio 21,0 07 ORA 7.3 'I•., PIOJEC'J l~NEH lfG1$TllfD CJYM. INCU .. fl NO f f:'f:45 DAIi AIPIOVID•-.i.H..1,~..i.bur....1.ul..!!qLLr,lJ~..J· z(,,..1,1.a.,., .... , 2 ... z~z __ _ ~ \._ -J ... -~ ,'_~ ... ,. ' ~ v " "'< 4 ' ~ ,., ' \ ,, ~ ~ ~ . '-.J "· ,"1 l <.') O] ., ..._, ORA. Cl '-J ' '. . ' ,, LJ/i'AINAGE PlAIVS SN£rr2 tVZI __ J, X X --x-----1 X ~ I l J 1 l J X J .3G } fOIIIM HO tz flf , __ ,. . .. S£CTION A·A \ SECTION 8-B MOl>IF/E() TYPE C40 / -------------, PLAN (_ I I I IAl I I '•J ---------~-----------------'--------------· -··· .--· ;.)., r---- 'I t ) . , ------5'x S 'x Z' /Ju,o racin9 l?.S. P. ~ Nethotr8 /8"'-4-le' C.S.P. l~'EI/Jow l8"x.38'C.S.P. l).IJ. 18'!< S4'C.S.P. 0.0. t~•Et/Jow l8"x 2Z'C.S.P. ✓ CITY OF NEWPORT ,,. .. "'/, ,~/ I,",:; • SECTION A-A I • Cv1'4 [/llt/' .Slrvc/vrtt • 1 2' W 2' --- Ua/ch tVo,n111/ Street c;,.,,re PLAN lOCAl. bEPRESSIOAI • ,---------- ROUTC 73 l8"x /2' CS.P.. I ' . ' 28'£/l,qw l8"x.3Z'C.S.I.' .IU>. , ,\ 2~ !"/1,r,w -: , N ,· I r ,, ·, t l--c;.Ki.S/: /8 R,C,/? --• ----~ ... ,...., tJ7 ORA 7.J -, .... ... - ffi" P IAJ,a, .Q. rtOJfCt lNGINfH lfGlUU:lD 0VL INOlHIU NO~-- DATI AfflOYlo-.cF!:.c<i:.i.b~r~ga!!.J,~~µl.J:8z.,,,-J.,;/'luZ"°'Z~--- ,", ., ---------------------~ FREEWAY I.:) / JO//J -. /Type c; _,.;;v,,r/ ,/ -, - / ,) /(}'A,. _<;u,,/ ' ,. b:r I I ---------__ / ______________ 7 CURVE BEACH· '-" ,-:::, ~--._, '· , L REDUCED PLAN USE SCALE BELOW I 2 3 I . I I I -I 5 INCHES OH ORIGIKAL PUN --1 " --><-----· J X • ] l J l l J " l 31 J FOIIM HO 11 pif . -__, ____ .... ,'' I -. -/-/ • .'t'/nt;,/e {-!·~)✓- + ORANGE COUNTY • ,, • -------------(-,.....-----~-----~----,✓--~ --·------~-- E,i r,S', .. ')'••!' < 1.,;, re~ c~-tr.)/ , ~,...:: (J/ ~), :J:ie? ' ~-~..:.~ J,.. ·-t: ,1' _) _,:ie' FUTURE ROUTE \~•--------='---------------------------''---,--------------------------9 '\ t ••• f➔• ·----,~---9 ~~/4•/·' ~~/' .. 3 ...... '•t,.,,,,' l '-/, 1" ~),;_; ~~a ~--?r/n dr,-5/.)f ..:J .... - 1 .J ..-d.,J 0,:...' :;::..;l'"u.-·c rlYe ··.s• - l8"xSO' C.S.P. aa , ,.18.Jf24'C.S.P. . ·'. - CITY OF S'x S'.r 2' /Jup ,cgc1n~ R.S.P. #el'/uJd 8 z4-:.,12·cs.P. ;✓ -------- Z4':.-42'C.S.P. aa z4•J( 2fJ;c.s. P. _. ,, ~ • , ,),.? :::,,/ -)/(),..?,~ NEWPORT BEACH I '' I ',) 1: • 73 l8"x22'C.S. CPnc. Ci,//. ' J 07 O,f'A 7.3 SJ'<Jc+R w.o.£1, PIOJ(CT lNGINfU ·--....... ..... , ... .. -37 l'4 lfGISTUED CIVIL IHGI.NHI HO I 1445 DAIi "'""°V(D Ftbruo,~ ze, 1'17 • ~-. • • • • - • -• ,I· :1' l',,. .. e/?J.:},,,{~ (._,,(,,)/' ... ✓,.,,, .. ,)r 1~·;;,;J.,-·.s:), ~}/ &J.5~-✓ ------~----- FPEEh/AY ~~J ----_...,, 1""_,------------------;-;....--------:,;--------. ~ I< 18..., 12' C.S.P. z,1E/Jpw - l8"x 27' C.S.P. .O.t'- 2~1 E//Jpw ') .l_. ,.,,..- _,,,..- l: "I.. ( --. ---------i REDUCED PLAN USE SCALE BELOW I·' ~ I j ~ INCHES ON OR!OINAI. PUN )( --,c----- J )( ~ ] l J l l J X J 38 } '°'"' MD H Pf Focin R.5.P. M,//,oa' '8' s·.,,s•.,,z· o,,,,, ,?' CSP NOP.Tl! OF ,-t.' ru'Tf/RE '-. , 3NEWPORT-@ Plu9 .,.,sl p,p, SI, '1'•/oJ/ on /h1$ • shut lbr pip• conn,ct,on ' J 30---------------3-0-.-z-4---=- zz.s• elbow ·, ~ _. . ! ,~l·. 73 FREEWAY ORANGE REDUCED PLAN USE SCALE BELOW I I I . I 3 INCHES ON OR1GINAL PLAN COUNry ::J NOJICT lNGINl.fl lfGfSTUfO OW. ma -. -..: ,.r.,,_,/ , ,,~ ... \. (, HO p+::4:6 Conc,w~ lo M_.:h Exist. Ditch NOTE: THIS Pl.AN ACCV,11.ATE FOR MA/NA~£ "-¥LY. .. '< j~ I:, .,, 1, /JRAINAGE PLANS .SNEET.S(Nt'Z/ ~-cl X COUNTY --)( -'l o "',: ·~·gc ?C, -~. ' 1-J • ..Ji• R, r 5 ~ bll 'f'{t, ,9 f~• .... i\'I.• =-.,_M i •,, V -~ ,sir / 0.~ :~. • .,, .. 2 .,, ' { {, .--~:)~ ' !. X ORANGE "-~ H :·• ·;;ho., 'Jt.:~ ·:::~ ~" ~-~·-~::z,~~----7·• 6-'•4 -5~ ,5, . -~--,.-( //,• / A•,SIO d•ld:•e--,s-_,_ ..,."';' . Oz•li ~E~f~: i•ftJ~ '.;. ,. cl l/?' ~ 74', !t. '8 •l(J.$~ o•,:• ct ;.ii·. 'G4S. e, •·tt'•t6 55 s,, ...: /qt/ 4/u,.,. ,.,, _,,.. r·. c,<.,;. ,:J.,,,,t/,. ,/ "' 0 N. n 91. ~s' . .i. 4• 34 ~z L• ,J50.67 0 F r-llS.4.J' REDUCED PLAN I SCALE BELOW 3 USE 2 ---+-' =-:,;,;:i: ~·. _:::J ?-• I ~ ON ~IGINAL PUii -J l i=: 3 INCH Prol',lttfl Prol'il#fl ( 49 .30 43, 48 ' ~ 6/ .5/lo-, 54 StJ, 60 • 44. 5Z. • • 3hown t 59 no, 45, 55, 56, 57 COSTA -i I " X X FON ~DH H , __ _ J • l l 1 l :i: < I /_ -~1 -- OF Cul """ II xlt!nd "" p,p11 r111n/' 1~• mm ------- ~ CLINTON STRccT / --✓ <-II r COSTA , I 2 \ ,-I ...... ____ ');.?e /.? P ---7;·-.;:_;·-L .... •""·', 3 \ , es,,o --- '/~..Oe ~ ~ .. ·~e·i?,o ._ V,v,:e-C'~ ~8· 5 4 .. ,, . ,., OF (;'. ¢c!I 0 l ~ • ~-"'-'err P CURVE IJATA "' -~,, q ;/ 14 /O,OOt/' :z"' .:.;0' ,.-1 ,· _'{, c70u :.r 3'7 .·,1 -: REDUCED PLAN USE SCALE BELOW 2 I . I I 3 INCHES OH ORIGINAL PUN :J (3) 6 07 (),RA 7.J -fO /30 ~ w.o.SL., _ ,10JECT ENGINEU lfG1$1llfD CIVIi. INCilNHI NO I 14+5 o•n .,,10vto_r:.tee.gb:rcruwa:1..1rL.!~µ?J.8r..,1..J/w2wZwZ'----- ~UVATION 34•/:NTRANCe TAPeR M"rAIL - )( . ,-)( X X 4\ ,ottw DH-PD H Pl It ) l I 1 J I ►••-'~--- 4.9 s,o ootJ4 57 58 EL !,f•.12., e~ :,,. 11,74 8 ® ® ~ .-~ .... Q. ~ '. lj ~~ 90, • ~ "' 'Ii':" Ill Ill ~ ~ ~~ .... .... ii ~ ltJ 49 cl 'A 15 74-75 u 74 ~® \j "" ~ ~ ® 't ~ ~ ~-~----~-----------~ 30 ~ ~ -· 25 ~ ~ I to ~ • IQ • ;. . 59 Q. \j "" ® ., ;'& .... • • ~ .... 5• o.oozs I I 76 77 l!S ~~=========~=========-=--- 9 7,!J ® .. ! I ___ J_ __ {1 @ !ti \J ~ Ill ., -o· ~ Ill 7.9 I 7 ® }"I ...... 't_ llj t1-; 6 81 Y:: ! s Q. \.l "" "' '<> "> • ~ 82 REDUCED PLAN USE SCALE BELOW I 2 I I • I I 3 INCHES ON ORIGINAL PLAN Q. \j "" ~ ' ~ s,o 0025 50 s,00094 zo. 4 @ "' 'l ;' '> <:i • ~ :t j l'420 cl. :4' 2400 Cl '/j' Oo..,...Q L.J,0.-S)._____ i,i, ' t•. •,11• •t ,t~lfRrD CIVIi fNGiNHI .,.n 11445 D•ll 4"10VIO l='c.bru11r~ 1e, /'}71,._ __ _ -40 •00058 IS '---------'------+----'-----,----f-LU----J/5 I cl 'R'• 1640 0•00 a @ I! cl ·s. ii. 94 -l+---+--=-:e::::::..._-=-=~~:\-=-==~=--1/" $,00025 70 71 i 30 to 15 10 7Z s L ____ ,!t~~t::======5c9======~.O1::=:..:.__ ____ --;6,~------.~z~------;u:.------;u~--------;6~s1 ______ 6t.6,------;6~71-----,G;:;8,-----7:,!J @ b/i>AINAGE PLANS SN££T8 p,t:",!/ ~ N -- ~I ~ ~ I,\ ..... ~ ~ Li ~ ~ "t fa ~ hl .... X X --__ ., ~ ~ ~ t I I I ~ l-+l(J't.;'IZ'RCP ~ , I II\ 1:1~ C,\ ~I I ) Mt;r~.~'.~:,,5•,& r ' J.,.•,® 1~.,s.•1@ © ~ ~ I- ~ i-----+---24", 226' RC P ~ ~ ~ 24'• 30' C S.P.-OD ~-® i---;--24' • 2/0'R C P. 277•50 --i rwg_--- ·J. S • I f4e> ··\:.2) ~ t 54' R.C.P. ® I ~ ~ ~ ~ t ~ Qi ~ I"- \11 I )( '"f C :l:J -tn IT1 ~ me i:i-tnC i-g~ !il f;;c Zi z ~ ' "' ~ ID "'O f!!r o)> ~z ~ U\ -.. I . '[ i 1~ IN ®~ I I ~ ® ~ ~ ~ 1 _ c-z. ff.'L90" ® ~ ~·@ ;: rw.., ~ ® , ✓tJ', I0tJ' RC P GD-3 H•235'(6o\ 275•00 € rw!I '(:l!} ti:.;; . ~ • •• JS 1\.3) ~ I ~ ~i 0. I I:) f ~ ~ ri: ~ I:: ~ ... <:) ., ~ ~ I ~ T,,.. C40,H•J5'"G,\ 165•/0 '\.J!J ltJ'.r I./' C.S P li!,ser .t 5. • 2(sz'\ ~ ~ ... <:) ~ _/,J.5'2 ® I I;: 24'• 44' R.CP ~ c:?\ __/ M•:.c~· ~ .S•O.,;t59 ... ~ ... 1)1 S' ~ ~ "' ill ., ~ \,-.--+-.,.__ 48~' RCP. Js•✓@ 4,!J', 12' RC P l~-c~:-Col/or~ ~Ex,.,/. 4/J' RC.P ~ I z4•,,4z•c,sP ! Ty= :4' Dro,n 00 ® ' rsz\ ~ ~ ~ I ,,:c~ 3;,~~~R:: ~~ fs4\ •· • ~· Cone CollorCk) ~~ . p II\ 36"x30 C.S . @~-~CT=•5='6) I ~ ( / "' ~ ~ . ~ r,, ,_ oi l. ® C. ~ I:) I:) "' "' 1---+-24',220'RCP !:!!l"' ,--~ , l8',1oz'icP ~~ 8)a ~ :,_,~ JS'f t. Clio; • -~·csP-OO £.ICJ f IQ ~'f ~~-~--~-:::-~:::-_£Kist tUJ. ~ : ' I GD-I. H•483 ® I I ............ l,!J' • ;34' RC p ® H•29t7'@ ZO'RC.P H•.?90'® 18'•20' RCP CO. I H• 2. 70' ® ' ~ t:: .. u, --· !:!:!~ ; ~~ ' ~ ~~ ~ t ~ t;: I ~ I G-2. H .. ~ 35' ~ ~l-_ /I"' i-----1--24' • 106' RC P ® ~::: ~ '4 "' . :-.. ~ "''" .... ~ I / iZ4'xt0tJ' RCP (JR\ Js•/(3) !:!!~"' ~S4'RCP@ i ~ ® ti: ~ ~ T!,',oe :.t'Orom DO® 'j/"-7'---/8'•40' CSP-/JO /---+--ltJ",100· RCP ~ 1~;- : ~ ll! ~ J s _~,"-.Y6) 4{3 JS 'I I, z4•,.z6' CS P·OO Tvp1 !A' Ora,n DD @ 59 q ·.r ! :9 ~,; ~ 0- ~ -:J N CC) ~ ;;; -z;;; '--0 C;,:: --..I C -~ ...... :j;:~ -i,~ Ill~ 5 f l~l ~ ~~-' ~;; ~ it I\, !l \'I :H !1 ! " " --><----- J )( II ] l J l J J )( l 43 J ,01tt1 HD ll r, I- A .... j L. .J l I- Concrete rings ond reducer ------, 36" Precosl concrete pipe MH :c f I a-1 PLAN (Shaft not shown) 2' -o· / All 11111 reinforcement •4 @ 4"o.c. laterol Street grade ,,, "' 0 ;2Z I> ., V) frame ond cover •• -S"x 2" Pipe not Round edgu of inlets SECTION A-A I- .J DETAIL N PLAN (Shofl not shown) _ ~le~ 'A' --~.,....-....,.,..,(t-,1 ., SECTION B-B C __ _J ~ All 11111 reinforcement --/ '4 e ◄"o.c. Concrete rings Spring line-----.... See Note 7 M H Frame and Cover Street grode 5"x I" Ring seat 07 ORA 73 (j'~J:..,,,o.-.il---------'"0JfC' (NGLNfPII lfGISJflfD CIVIL lNGINfH NO 11445 NOTES I. Height H (in Sec. A-A and Sec. B·B) shall be not less than 4'-e", but moy be increoud provided that the value of M shall be not less than the mInrmum specified and that the reducer shall be used. For H (1n Sec. C·Cl see Note 4. 2 Length L shall be 4' unless otherwise shown on droinoge pion. 3. Shafi shall be constructed os per Sec. C·C ond Deloil N when depth M from street grode to rop 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 obsolule limit of 6" when lorger values of P would reduce H (1n Sec C-C) to 3'-6" or leu. 5. T sholl be a• for vo lues of H up lo and including 8'. T shall be 10" for volues of H over 81 • 6 Unless otherwise shown, sfepS shall bt placed 12" on centers. The lowest ,rep shall be not more thon 16" above lht l1d9e ot side ot nionhole floor. 7 Body of manhole shall be poured in one continuous optrotion, ucept that the Controctor shall hove !he optron of ploc1n9 ot the sprrn9 lrne o construction 1ocnt w,rh o lon9itudinol keywoy. 8. Rernforc1n9 steel shall be I Yz" clear from face of concrete. 9. Floor of manhole shall be sfeel-troweled to spring line. 10. R,ngs, reducer, ond pipe for access shaft shall be seated in 1:2 cement mortar and neatly pointed or wiped ,nsrde shaft. A. Manhole frame and cover per Standard Pion 87-11 detail 'U◄S'. B. Step detail per Standard Pion o.l•ils Max. Min . For paved streets 11" 8 Y/ 1------, For unpoved streets 16" 15" :r I CD t:: REDUCED PLAN USE SCALE BELOW I 2 3 I I 1 -t S INCHES ON ORIGINAL Pl.AN --1 SECTION C-C MANHOLE No. (MH No. I) DRAINAGE DETAILS SNEE T /0 OF 2/ 3-11 4- 0 X ; ! I j : . ◄ . 0 . ! ' : 0 0 ! 144 ! . • ~ : Sm and ,pac,nf of ,teel u shown on dr<unaqe plan, except that 5 bars , • on each side of shaft shall be not small~ ( th;;4·o c ,or equivalent ---,--- I-- PL~N (Shaft not shown) I 15 bars 5" lonf 4"o c 5 ban 7'lonf,4"o c.,of size shown for tran,verse steel or, drainage plan, except not le" than 1 5 o, ' _., ' r,, •• I? V ~ p. •' .. · .. _.,, . ~-•. ' • W,rp thue bar, under bars that hlw been cut fr1 shaft openinf Manhole from• and cover Concrete rInfs C> .. • ... -., .. _,........,...-......,_. I ,Strut (rade SECTION A-A "' ~ Pr,ca~I concrete pip• manhol, ----- 0 z :: bars 4· long-4"o Ill fround talvan1zed steel steps SECTION B·B MANHOLE fOR BOX SECTION STORM DRAIN Su Not" 4 bars 10t~f~1ng with onstruct1on of shaft ¥1d bend nto side wa .. ~~.-.,,.--.~_...-,;~-..:--:. I~ , • f ·,, HOLE roR CTION STORM D , .... Ti;• o, Sl\1•11 07 ORA 73 @.lw.oS) f ft,J,F T ENGlfrrt[[A kls, .>TLIH.0 CIVIL (NGIN[[R •u 11445 tA TE 1.PPAOvEO REDUCED PLAN USE SCALE BELOW 0 I 2 t=: I I . I I 3 l INCHES ON ORIGINAL PLAN ::1 NOTES I. Depth M : When depth M from street grade lo top of pipe seal is less than 2' • 101/211 in paved streets or 31-611 in unpaved streets, construct 2 fl. diameter shaft, using concrete rings; otherwise construct 3 fl. shofl as shown on this plan. 2. Optional construction: Dimension from outside lop of arch storm drain to top of pipe seat shown 8 inches on this pion, may be increased at option of Contractor, except that in so doing M shall not be reduced to less than 2'-10 ~2• for paved streets or 31-611 for unpaved streets ond that reducer shall be used. 3. Unreinforced arch: When specified with unreinforced concrete arch storm drain, construct manhole as shown on this pion for arch section using two It 5 bars. 4. Reinforcing steel shall be round, deformed bars placed as shown. 5. Unless otherwise shown, steps shall be placed 12" on centers. The lowest step shol I be not more than 1611 above the ledge at side of manhole floor. 6. Rings, reducer, and pipe for access shaft shall be seated in 1=2 cement mortar and neatly pointed or wiped inside shaft. A. Manhole frame and cover per Standard Pion 87-11 detail 'U45'. 8. Step detail per Standard Pion Del11Ils SHEET II OF 2/ MANHOLE NO. 3 (M.H. 3) DRAINAGE DETAILS s•• 2• pipo not D ban IIJ .J StotiOft Point --x-----1 J )( ~ 1 l Tit ~we J l l ... J )( 451 fCMII HD IJ" ,, F r----.__ j 411Pte -4 Di Fr '/' y-t of1pur --+----=...--. I. , ti 4 E bare I 8 .,. > I CJ PLAN (Shaft not shown) F SECTION NM-P•O Projected on P·P·O cover Minimum 2'-10111" with paved 1trt1t1 Minimum 3' -6" with unpaved 1lr1111 ( Su Nolt 5) 36" Precoal concrete pope manhole I- 1 I ID u .• I- ... Street Grade H bar Spring line See Note 12 . . . 1 Opllonal ouhid1 lace of concr,to ,--i.4 H ban 3'-o" long PLAN (Rings and cover not shown) I I ~ Concrete rinQ1 and manhole frame and cover Mai Min For aved· ,,,.,11 II'" e 111" For un avtd slrteh 16" 15" - E bar■ ... . I,! --, F r-- DETAIL 'M' (See Note 5) Tie bar• I- T~ TABLE OF VALUES FOR F ANO T Oz F B T 1r ~ 12· ~ 15° 4114" 15" 4114" ,a.. 4111· 1e11• 411111 21" 5" 21· 5'" 24" 5114 24" 5114" 27" 5111" 27" 5111" 30" 6" 30" 6" 33• 6114" 33• 6114" 36° 6111" 36" 6111" 39• 7" 39" 7• 42" 7111.. 42" 7111 • 45" 711." 45" 1st•' 48" 8" 49• 9• 51" 8111" 51" 8111" ~411 g• 54• 911 57• 9114" 57• 911•"' so· 9111 • 60" ~•11" 63" 10·· 63" 10" 66" 10114" 66" 10114" 59•• 1011•• 69° IQs,4" 72" 11" 72" 11· 78 • 111/4 • 90" 13114• 84" 12111" 90" 13114" 96" 14" IOB" 16" 114" 16 111• 120· 17" 126" 132" 17" 17 ,,r• 96" 102" 114" 120· 126" 132" 1411 15 112· 16" 16112' 17" 17° 17112' SECTION G·G 138" 17 1,2• 144• I 18" 138" 144" 17112· 18" ... 'T ·\ I Emb1dmenl Su Not, 7 LONGITUDINAL SECTION 07 O,f'A 73 .Q'~_i,..i_,,.o~.JL.,.~,.._.,..,-=-=c,-===:-- "Ro.1( Cr (NOINUI llGCSflltD CIYll l~HlH NO 114-4:G ••n .,,.OVID Fdw,a,, 28, /977 NOTES • VALUES for A, B, C, O,. Dz, E, L, Mor P and X, Elev 0R', Elev. 's', Elev. 'A' and Elev. 'I' or1 shown on dro1noge plan. 2 • LATERALS I1 loterals enter on both 11dea of monhoi1, occe111hoft 1hall be locottd on side rect1vIn9 the smaller lateral. Laterals 1hall be dnitnottd on drainage plan 01 r19hl or left, lac1n9 in lht direction of 1tationiAt. 3-CENTER OF MANHOLE SHAFT shall be located over center li111 of 11111111ter111 41iraiA when 01 11 48" or l111, In which cau place 4E bar, 1ymm1tricolly arow114111111ft at 45° with center hne 4 • LENGTH L shown on drainage pion 5 -DETAIL 'M': When depth of manhole from ,trut orade lo top of bo1 ii 1111 th•11Z'-10111" for paved atruta or 3'-600 for unpaved 1tre1h, con1truct monolithic 1h1ft •• per D1101I M When d1am1tu D1 ia 4800 or leu, c1nttr of.aha ft 1hall be located 01,fl' Nott 3. 6 -REINFORCING STEEL a hall b1 round, deformed, s trtiCJhl bar■, I 111" clear from face tf concrete unlen shown other win. Tit bar■ shall bt • J and 1pactd Ill" 011 Ctfltera or closer Steel schedule detailed below. 7 • EMBEDMENT shall be 5" for D2• 96" or l111 and a• for Dz over 96". 8 -UNLESS otherwise shown, steps shall b1 placed 12" on centers The lowest 1t1p shot I be not more than 16" obOYI the led91 ot side of manhole floor. 9 -RINGS, REDUCER, ANO PIPE for access shaft shall be seated in 1:2 cement mortar and neatly. pointed or wiped inside ahofl 10 -STAT I ON S of monholu shown on dro1na91 pion apply at lnter11etian o( center linet of main line and spur. II -FLOOR of manhole shall b11111I trow1l1d to 1prinQ line. 12 -BOO Y al manhole, includinQ 1pur, 1hall be poured in 11ne continuou, aperotian, 11ce11t that the Contractor ,hall have the option of plac1no at the 1prin9 line 1 construction 101nt with lonQ1lud1nol keywoy. 13 -ELEVATION "s" applin ot center of main line on prolonQation af Invert of 1111ir. A. MANHOLE frame and cover per Standard Plan B7-11 detail 'U4S' B. STEP detail per Stondard Plan o.t.sils STEEL SCHEDULE iom B or Dz A a B-bars ca F-bors 12·10 39• 42" to 84" 9 • to 44" REDUCED PLAN USE SCALE BELOW l I 2 J I • I I S INCHES ON ORIGINAL PUN MANHOLE No. 4 ( M H No. 4) DRAINAGE DETAILS SN££T/ZtVZI V· I I I I l t-•-'--~ --)(--------·------ lo. , ] 1 1 t Concrilt Cradle y ,___H· PLAN r T C, H Toe bars ,--,;--'1-'-__ F,bors -a·:-£-~ T -' p ' ' ? . ' , ~ I-- SECTION M·M TARIF OF 8 12" 15° 18" ~, · 24·· 27" 30" 33" 36" -'~" VALUES FOR r T 4" 411•• 4112" !)" ~1/4 I !°>112 11 6" 6114° 611zu 7' M,n,mum depth of top ond bottom Spring lone slobs shall be ,~ + 2" Optional cons!. joint PLAN I- SECTION G·G TABLE OF VALUES FOR F AND T 0? or B 12· 15' 18" 21" 24" 27" '10" 33" 36" 39" 4211 45" 48" 51" 54" 57" ou• 6'1" 66" For T 4" 41/4" 41/Z" 5" 51/411 5111" 6" 61/4" 61/211 7" 1,11" 1,, ... tl' 8111" 9" 911•'.'. l;:t11211 10 10114" 16 16 J/2" 17. -a 17" 17112,;j 17A12•l L REDUCED PLAN USE SCALE BELOW I 2 3 I .I I I <oj 3 INCHES ON ORIGINAL PUN --l p -hi ....,, ·7·: . ' i Anc;ile A ! Slolion Pooni i PLAN (New or ulst. construction j 2·H bars @ 4"0C. 1 Round edges T,e bars 07 t:J,M 7.J ~ W .'o, ..Q___, '90JICT ING1N111 -•roii11110-C1vM.·-,N01HIH NO \.IA,A5c __ DAYE Al'POOVfD_ ubrll4 t,1 2 f!.,.1211_ . --- Toe bars , F bars I- SECTION G·G TABLE OF VALUES FORT I T I " 4" I " 4v•' I .. 41/111 21" 5" 24" 5114" 27" 5112 .. 30" 6" 3311 61/4" 36" 6o1z" ~911 7" 42" 7111" ~4 Bors, 18" o.c. both ways lo bl uaed when B 1s 60" or more. B T 78 II 314" ..... -I ,, •• 90' 1:1 ,, ... 96 14 - 10:;,• I !I 11•• JOA ,,;· 114" If:; ,,,• 1.-, 7 1:,,:;• 17- Is;, 17 ,, •• l'IR" 17.,,• • 4@ 18" a c. bath wa~s ta be used when D2 Is 60 or more 6911 12• 78" 1011•" 11· II ,14° "'I 2-G bars J-~,f,f;~~:;:;-;:~;-{_f'::::!I ' @ 4"0C. ~ 4~" 7JJ.a' 144" IA" 4811 8" Undisturbed Earth 2. 3 4. 6 7. 8 9. 10. SECTION z~ z"-z"' '" ProJtcled on Y-Y·Z NOTES VALUES for A, B, C, D, E, F, G, L, Elev. R, and Elev. S shown on Drainage Plans. PIPE shall be cradled in concrete eKlending long1tudinolly to I' beyond the limits of L. H • 1/2 out11de diameter of pipe plus 3" as a m1n1mum Cradle may be omitted on side oppo1ite lateral inlet when constructed 1n connection with ex111ing p1p1 storm drain A and B BARS shall be carried to point not Ins than J distance from center line • % ~ 6. RECTANGULAR OPENING in main line pipe 1holl be cul within limits of F, G, and L normal to pipe surface without damaging steel TRANSVERSE REINFORCEMENT in pipe shall be cut in center of opening and bent to uniform d11tonce from top and bottom at Juncllon structur■. OPTIONAL CONSTRUCTION• When Junchon Structure•, 11 spec1l11d on Drainage Pion, the Contractor shall hove the option at construcllng Junction Structure•z , in which case construction data will be furnished by the En91neer REINFORCING STEEL shall be IY2 • clear from lace ot concrete unless otherwise shown. STEEL SCHEDULE: A and B ban-•5@3"0.C. •4 _9) 6"0 C. Ti" bora -1 3@ 18 0 C. MONOLITHIC ARCH• When Junction Structure• I is 1pecilied with reinforced monolithic arch storm drain, value D shall refer to the clear span of arch. Reinforcing steel shall be cut ond bent into 1uncl1on structure the 1om1 as tor pipe. Concrete cradle under reinforced monolithic arch is not required. FLOOR of structure shall be steel-troweled to 1prin9 line. 11. ELEVATION S oppliea at center of main line on prolongation of invert of spur JUNCTION STRUCTURE NO. I (J. S. I) I. 2 3. 4. 5. 6 7. 8. SECTION N' • N" • N'" Pro1ect1d on M-M-N"' or more NOTES R411 90" 96" 1?11'11 1311•• 14 VALUES for A, B, C, D1, D2, E, L, Elev A, Elev B, Elev. R and Elev. S ore 1hown on Drainage Plans EMBEDMENT P shall be 5" for pipe diameters 12• to 96" and 8" tor pipe diameters 102• lo 144". FLOOR of structure shall be steel-troweled to spnno line REINFORCING STEEL shall be 1½• clear from lace of concrete unl11s otherwiu shown. A and B bars need not be lonc;ier than the outside doogonol width ol the lateral spur Tit bars -3 ELEVATION S opphu at center of main line on prolonc;iolion of invert of spur JUNCTION STRUCTURE shall be poured in one conllnuous operot1on, except that the Contractor shall have the opl1on ot plocinCJ at the spring lint o conatruclion Joint with a longitudinal keyway. LATERALS -Where laterals enter on both sides of 1tructur1, they shall be d11i9not1d on the Drainage Pion as right or left, facing in the direction ol stationing. JUNCTION STRUCTURE NO. 2 (J.S. 2) I. 2. 3. 4. 5 6. -~Undislurbtd tarlh '--concrete SECTION N·M·P'-0 Projected on P·P'-0 NOTES !)I" 54" 57" 60' f:;',' 66 i;q 1'7 81/Z" ~ .. 9t14• Q, .... ,o- !011•· 1n., .... II VALUES for A, B, L, L1, Elev R and Elev. S ore shown on Drainage Pion. STATIONS specified on Drainage Pion apply at intersection ot center lines of main line and lateral. EMBEDMENT P shall bt 5 • for pipe diameters 12• to 96" and 8" for pipe diom,te,1 102" lo 144" REINFORCING STEEL shall be I Yz• clear from face of concrete uoless otherwi11 shown. W BARS ore ot size and 1poc1n9 specit11d for wall steel on Drainage Pion, or\d shall be cut 1n center of opening and bent into top and bottom of junction alructure. OMIT H BARS when 1offil of spur i1 I' or len btlow softil of main line, and omit G bors when invert of 1pur is 1' or len above floor ot main line. STEEL SCHEDULE: Diam B D,E,H G Bors F Ben 12" lo 39" :1t5 ~4 I@ 6"oc 42" lo 84" lt6 •5 I@ 6°0c. 90" lo 144" J/17 •5 tJ; 6" oc Tie bars -•3 fSJ 10• o c. JUNCTION STRUCTURE shall be poured monolithic with main line storm drain or monhole. 7. FLOOR of structure shall be steel·troweled. JUNCTION STRUCTURE NO. 3 (J. S. 3) DRAINAGE DETAILSSN££r/JN' 1 Ll6 J ~---------------------,-----------------------,----------------------,-------------------------,----------------T.'.'n:,i,.- fOMI HD H,, 9 " " ___ ,. J l( ,. • l l J I j J )( I 41 J ___ ,. -. D D CIIATF l",U.41£ OF TAil No Sco/11 ANeHOA P1.Ae£MFN1' MTAll No Seo/, •. • • .-/1 • ' • D '• " • d! : •.· 4 ' • ., "-> -~---'-· --' .. ____ "_· ----'-'-'-~..,.;..,·. -1. 0 ~t~ SlCTION A ·A {l'i,,-P,p, o,,,,,,.1,r1 L,u Thon .JI") QO -I i ,,,~~- .,, "foops ~I✓" •,1 tJ,1r1 Tolol r (R~Ulre"Q . , rt"9Prd/eft (1/ II) :r ... . II; ii! r, .----- rrom, 4 l' • T$1Plf ?4 61"171/fs L-- --II I . . PLAN secr,oN A·.4 {i0-2 No St:al, ul ' 0 C. l • II (lntfJ 0 bo • I II ( boll,11 9rot11J or t,,,rs (-/Nd 9rol(l1) ro loe.t wild on, nu/ lo boll ,t, -ho/ti on, . ~ II lh nu/ - - -... - • ~ . ::: ~ .. , ,. ·;.,, -f ... -- r boll,11 9rolr I or p.,n lhr,1<11 . . ._,-.:i ::: .... .. "' "" "' -~ ' . c:= ~ . 8 J· 7yp, l4 L f"rom,s i' t:irol,s l I ~ -~c....JL.C .E1:.&l l'i,r 9;.111, from, ( ondlor ploum,nl o',loll• $H Sia' Plans O • 77 4 ,,•.o· _____ .,. z•., • _v.,,. SECTION B-8 No Scolr Ii ,, .,!, 8 _j .• , ... " ~ . ., ' ., 07 ORA 7.3 ~ w.o-..s:t...., --==--PIOJKl IHCMNffl IIGISTRfD CML .....,._ NO 11446 NOTES I ii" ,s 1171! di/i"erence ,n e/e,u//on h:lween I~ ovl/el ppe flow line rind 1111! /low hne or ll7e 9rale.s. !. Steps-Noni! rer;uired Jrllen 'If' is ~--6~ o.r less. lnsloll one .rle17 $'.r dMl'4 floor ;ylteh ½'' /j mo~ Mt7n ,l'·o'a-»' less I/tan P-tr W,1ere ;,.,· /j ·,mt1✓-~ /l!on ?'-tl' .Vt;?J Mal/ k ~,74' ~/c"f 1nlerw/J l'.rom /6'.l'pP()V,!'r/o. lo wi///1n 1r~ tJ/' lllt!' h,P a//k ~ I JJ/pce Sle,t:>s //I Jt/dll Wl/l7oul pipe OfJea1'nps. See S/on¢t7rd .l"ft?,7 /J 7✓ /or s/ep de/aJ/ J. Pipe rs) Ct717 be ,t,/oced //T a-I.JI Wt7/I. 4. Reinf"orcm9 s/eel ntJI re~u1red .1n wo//J JV..?e/l /I• 6' Pr less. .f. /?ein/'orc,n9 .sled 1n wolls ,;/Jo// be "'4 bo.rs@/J".t-centers p.vcet7' ;½ • cleor lo inside or box. ln/11 Tvpe Crolw Type w11,nt 60·/(CO·l u. /,! S.30 U·IOC .]79 24 ·IOS JJJ 24·12 X ~S.J U·I.J .351 60-.3 2"·/2 ,st H ·t 8'-(J" or le-ss ~- 8'-/" 1, /'(J'-(J,,. 8,, REDUCED PLAN USE SCALE BELOW l: I . I ~ I :3 3 INCHES ON ORIGINAL Pl.AN DRAINAGE DE TA I LS .SN££r/4v Zt· ·--x-----1 X .. l l 1 l J 1 48 J fO.M HD ti ,.- ·,.._ PLAN PLAN 1• 4 rod dwO fco .... ~~ vi •3~,•c. J: 5;"• d f ( e"' , ;,,[h go•z:ijg: I a" I DETAIL OF DOWEL bar ,_ _____ ~ W------~ 2 4"rod PLAN (_To be uud when top Is pourtd separate, on, at each corner) J: )( I I t-----vorlablt ----•, tromt 8 cover line w ~ .. > 0 ~ 0 "' _CR"-'-'-0 ... ...,_Q=_ .... , __J.,_,_,o""--.=,.._...,_-' ---------,.one, (NGINIU HC.l~lfltD CIVIL f~NUI NO 1144'5 0•11 •movm_.....1.h_,,Q,._,b'-'r..,,u~a,..,.r_,.~'--"Z""8'+,.,/..,'}.,_7_,_7 __ _ REINFORCEMENT FOR TYPES C39 S C40 WITH W• 7' OR 14' FRONT WALL w H T REAR WALL END WALL FLOOR Hertz Verl. Horoz Vert Hertz. v.,t_ BothWays 7' To 4' 6" • 3@ 6" • J@ 6" • J <!' 6" • 3 [-7 6" •3@ 6" 13 ii s• • 3 t" 6" 7' 4' to 8' 8" •4 ~ 12" • 4 @' 12· ., ~ 12· •, ~ 12· •, ,., 12· •, !w 12" •• , t? 12· 7' 8' lo 12' ,o· •4@10· •4-~ 10· • 4 ~ ,o· • 4 !!' 10· •" @ ,o· •,. Iii 10• •, ~ ,o· 14' To 4' 6" • 3 ,._,,;, s· • 3 r.• s· • 3 ~ 6° , 3 ~ 6" •3 @ 6" , 3 l?' s • "3 ~ 6° 14' 4' ro a' 0· • 4-.:..:. 12" • 4 r• 12• •4 ,, ... 12· • 4 , .. 12· • 4 la 12" • 4 (" 12· "4 (" 12· 14' e' to 10' ,o· •4 ~ a· •4 I!' 12· • 4 <" ,o· •4@ ,o· '4 ~ 10· •" ;; 10· • 4 .... ,o· 14' IO' to 12' ,o· "4 ("-6" ... ~ 12· • 4 €' 10· '-4 ii' 10· ,,. !' ,o· •4 i-,o· •" ~ ,o· REINFORCEMENT FOR TYPES C 39 S C 40 WITH W • 21' OR MORE FRONT WALL ·REAR WALL ENOWALL FLOOR H T • 0· ·c· ·o• bara HorI1. !! • A" bars Hartz bars bars •m 0 Ti1 bars Horii. Vert. Vtrt . . ~ To 4' 6" • 3 ., 12· ... _. 24° 'l (!' 12· "'J.@, 12· .t4 ~ 24• • 3 ~ ,a· .. 2'4@24° •◄ 5' a· • 3 ,. ,o· . • 3 (i. 12· . . • 3 ~ 14° ~ a: . D .. 6' 8" •3 @, 6" . • 3 • IOttz" . . . .a C . • . . 0 . 7' 0· •4c<> 8111• . • 3 .• 8111· . i 8' 0· • 4 "' 6111· . •3 .--6111· . . . C it . -~ g' 10· • 4,"'7111• . • 3 .~ 71n· . .,,~ 20· '3 o!' 11· D 0 . :, 10 ,o· •4 ~· 6" . ., 'A, 12· . . . C • . -u -. 10 •5 ,., 711z• . ... ~ I I" !5 ,r.. 22Itz• . •4 ,.., ,a-. . C Gl . II 0 u 12' ,o· "6 c-g• . • 4 @-9• •6 € 250II" . • 4 _. 13• . . Weld ban IO plate 30" 0 C In -------~ lieu of Type 11B11 anchor, • l "cl10, -~-:.....~..J--~--+ 1 ---L---'l-----!-c~ ~~~~?"-Yi~:::zi----.1. 5116 1tO"Sleel Plole formed 01 1hown I Perm1111bl1 Const I Joint ~ L --s"-- SECTION A·A TYPE C38 GENERAL NOTES ~ T -B --.... T I SECTION 8-8 TYPE C 39 I. "H" 11 the difference tn elevation between the outlet ptpe flaw line and the normal gutter grade ltne undepressed. 2. CONCRETE: Where the basin is to be constructed ~w,thln the limits of or contiguous ro a proprosed sidewalk, the top slab of the basin sholl be poured manolilhtc with the sidewalk u11no the same clan of concrete as on the structure 3. CONNECTION Pl PES may be placed ,n any po11tion around the wall1 provided they align In the proper d1rect1on ond their positions are otherwiu con1l1t1nt with the dralnaoe plan Where monoltlhtc connecltons art not used, ptpes shall be trimmed al skews necenory to insure minimum 3" pope embedment and allow 3" radius rounding of structure concrete od1acenr to pipe ends For details of monol1th1c connecltons see Drainage Detail 16. 4. SURFACE of all upo11d concrete 1hall conform tn slope, grade, ,color, f1nl1h, ond scoring 5 6 to exostIn11 or proposed sidewalk adJacent to the bostn FLOOR of basin shall be given steel· troweled ftnlah ond shall slope from oil dtrection to 10 lhe outlet. For Inlet& Type C 39 ond C 40-lhe depth or the upstream end shall be curb face plus ,a• unten otherwtH specified for W oreoler than to'. STEPS shall be'¾• round, galvanized steel. None requtred where "H" Is 3'· 6" or less Install one step 16"1 above floor when "H" is more than 3'· 6" and less than 5'-o". Where "H" ,s more than 5' • o•, step, shall be evenly spaced al 12" t Intervals from 16" t above floor to within 12° ! of the lop of bo• .. c-Tt+f .. D .a ~or T----B T SECTION C·C TYPE C40 7. DIMENSIONS• Inlet Type C 38 • H • 3'· o• unless otherw1&e specified. Inlets Type C 39 a C 40· H • 3'-6" unless olherwlse specified. Inlet Type C40 -W• 141 unl111 otherwise specified. B • 3' -2• unless otherwise specified . T • 6" for side walls ond bock wall ond a• for front if H II 3'-6" or less T • a" if H is oreoter thon 3' • 6" and less than a'. T • 10" if H Is 8' or more. Curb face • 9" unless otherwlat specified. 8. CURVATURE of the 11de walls ot curb op1nIng shall be formed by curv,d forms ond shall not b1 mode by plo1tertng 9 MANHOLE shall be placed olono bock wall near outlet. 10. For Frame and Cover Detail, see Std. Pion B7· 11, Detail U 46. 2. 3 4 5. 6. 7 Note: Alternate "A" bars to be cut off at ont hall heiQht. FLOOR STEEL PLATE ANCHORAGE NOTES When curb face exceeds 7" a plain round steel protection bor I" tn dI0 shall be installed. Bar shall be embeded 5" at each end. When length of openino Is 7'·0" or less, said bor shall be located 5• behind C F and 4" above gutter flow ltne A stirrup shall be welded to each bolt when both a proteclton bor and support bolt are requored AH uposed metal parts shall be oolvanlzed. When required by length of opening bulb angle moy be delivered in sections and butt welded in ploc,. All Qolvomz,ng damaged by weldIno shall r1c11ve two coots of aluminum poinl. Type A or Type B onchoraoe moy be used Support bolts shall be installed when length of opemno exceeds 7'-o•. spocino shall be 7'·0" o c. max. and 5'· o" o c min The steel plate shall be fabricated from ¾& • x 10• universal mill plates REDUCED PLAN USE SCALE BELOW I I ~ I J 3 INCHES ON ORIGINAL PUN .... ·.• . -... : .. .• Rt1nlorc1nQ St1tl I 1/e • hotu in plal 1 Adju1l1ng null 10 bt liQhl1n1d and secured 1n ploct when steel plate II in proper p011flon 112• ~ 11irrup ( .. , note 21 Prot1ct1on bor(stt note I) • t°Y20"Support bolt w~h hexagonal null (Su nol1 6 I TYPE 0A" STE:£L PLATE ANCHORAGE: ' .. \ ....... l \ 4-' l :, ·ct~"♦ Ancnor 42° o c max Allernale 01 shown I TYPE •11• STEEL PLAT[ ANCHORAGE ~ ..------------------------------fC\J DRAINAGE DETAILS SNEET 15 OF 21 3-1'7f ,, i "' )( )( .. . __ ,. ____ _ J )( ,I 1 1 J I I J )( I 49 J fOIIII MDU W .1 T- L r(PifM) or r (A"II} r T fl"l,o} or .J.!1 (Artll} ---------- --------- PLAN I' (Soo No,o SJ SfCTION A-A A R. C. /JOit -or------ . R. C. Are//* * Ard ,woy hovo • IIOrs••tto•-lllopHI, e1rt:11/or,r/llpti"r:ol or ,lm/1,r t:rou- ••t:lion: --+-- 1~1/·-·" SECTION B-B -....~"4t~O,S,,o,,ol C(lftllrl/Cllon_ Joint: llu ., oreh to pip•-u,, tOMI JI ol NII or"""· BOIi to ore/I-Uu e01t1I. }I ol bo11 C -R.C. 8<>1 PLAN / ............-,,·~ . . £,.,, A 1./~ . -'\ "~{ I _ ......... I - SECTION C-C TRANSITION 5TRUCT\JR£ NO. I NOTES: I. 2. 3. Valuu of L, Elev. A, Elev. B, ahall bt 01 ahown on the dralna91 plan,. R1lnfarcin9 st11I bor slzn, 1pacln9, pattern and cover eyer the atul ahall bl 01 follows, Box to pipe ond box to arch -Iha! of box section. Arch to pipe -that of arch uct1on Arch to arch -that of arch section hovin9 the thicker walls. Box to box -that of box uchon provldinv the vreoter 11111. area for 10,·h lyp1 of bar. Thi bar l1n9th1 ahall vary uniformly throuohoul the tranaillon. The concrete lh1ckn111 1hoU bl 01 follows: Box lo pipe and arch to pipe -that of arch or box 11ction unleu lhe wall thickn111 of the p1p1 plus 4 inchn 11 oreatar, in which ca11 thl concrete lhlckn111 shall vary uniformly from that of the arch or box "cllon to that of the pipe wall plus 4 lnchea. Box to arch and arch ta orch-lhol of the adjoinln9 box or orch uchon at 1och end of the lron1ilion and shall vary uniformly between the two 1nd1. Box lo box - I hot of odJoi nmv box 11c1tan at each ind of lh1 tran1ill an and 1hall vary uniformly betwnn the two end1 4. Th, interior 1urfoc1 shall b1 1mooth and vary uniformly belwun lhe two adjoinino 11cllon1. 5. 6. 7. 8. Al pipe juncture, embedm1nt P shall be 5 inchn tor pip1 1ize1 of 96 inchu or 1111, and 8 inches for pipe 1ize1 over !HI lnchn Keyed construction joint, of the some dimensions 01 those cl the box or arch uction may be carried throuoh th■ tron1ition structure al the controclor's option. Sn Section B-B or 0-0 Th■ tron1ilion 1tructur1 aholl be constructed in accordance with the venerol 1tructurol notn applying lo box or arch culverts shown on the Standard Plana. Oowel1 ore required when Loinln9 to exi1tin9 alruclurea. •4 4>@ 12• lo extend 2'-0 into exl11in11 1tructurea. Clw._, ~~~ - 07 ORA 7.1 (3'o.,...Jl._ ~,o . ..Q__ ------ NOJKl 1t«:;n.-H IIGGTlMD CML IN0IHltll NO 11445 l),t,lt unowo. F...t.bruQr7 t8., l'11L1,__ __ _ C R.C. /Jo11 _[ r, - . . -i UCTION 0-0 TRANSITION STRUCTURE NO. 2 l REDUCED PLAN USE SCALE BELOW I 2 3 I . I I I -I l INCHES ON ORIGINAL Pt.All ~ TRANSITION STRUCTURES NO. I S NO. 2 -------------DRAINAGE DETAI LSSNEET/6"'"ZI \ "2.. )( ---><------• • J )( ~ l l J J t J )( J $0 J •,;;.; ·, ,.. ..... '4 '61 I!" ,11 l'-o• Dow,ls ,n w11lls E F Tr11p C/11,nn,I _ .q 4 _,._ ___ _ _j L Ch11n r,,nl' E x1,n,1 l""9tfvdmol /J<7rS m/11 d>onn,I floor -- Pr..-,n 6 • /hick Bulb\ :. ·"--..L T1 I I 9• ~ N''' \ .J • c .. 1,;r w..11 ~- ..,1,_.,,, ,.., • .✓. ,~ t: \ Parop,I w11/I Su Sid P/ons 083 ior ,.,,nF. st«/ .... 'b" 8ors ·0·811,s SECTION E·E l>ro~1d, 6' El 'lJ' Oow,ls •,~ @l!"x?'·O• ,n l'lt10r slob ol" e,o,t .structure Ext,ntt lonr;,lud,nol t,11rs m/11 Cllonn,I floor---_.., •4 con/ Ddl"4ll,I 9• lo lop tl'l,cA: tJult, --[ , ', r11nt J)lrt1ll,I t11 l11p SlCTION A ·A • ., • !Jars '4 ~ It" cont • Wup Hol,s If} 6 ' -1 "' /'t of P,rY1ou6 M11t,r111/ TllANSITION STlll/CTl/lU' N11 . .1 NO SCALE r ,:,r l,;p,a .T ~ j ll' '-' ·11; 8ors SlCT/ON 8 • 8 Exl,n<t horlronlo/ l>ors r into chonn,I walls 1---''--.r~c L REDUCED PLAN USE SCALE BELOW I 2 3 I I I "" 3 INCHES ON ORIGINAL PUN -l F OUJ#N H . I .... ,...., .._ 07 ORA 7.J (Po.....Q. w O .Q.___ PIIOJKT ,- l?r1N,olfCUUNr IIGIITIMD CML - HO 114:+S _j o· -4' 6" 14 #' It" both -vs cvnJ,,w ,n ii.II 4·. 6' 6" •o· Bors •5 ~z4• ·t,· Bors '5,. t-1· 6' 8' 6' ·o· Bars •5@ 12" •t,· Bors •:S <fJ/2" 8' -II' 10· •o· Bors •6~ 6" 'b" !Jars •5@12· • O,s19n "ff" .-or,,, lhrou9hcul 1,"?lh or flvns,1,on. us, J.r:,-•1r on shorl tNns,hons (L • IS' or t,u) For l""9'r lr,,n.,1,_. ~o b-----------L·------------< vary r,mrorc,m,nf as 111tt1cal,d 4t,ov1 NOTES Prov1dt' ti conslrud,on Jo,n/ t,,t-,n /ht, lrons,hon ~ It,, storm drain I I C. -1:1:.ML L l"> I 1 "a"IJ11rs , I !',. 14(ill/,' •t ••• , '-3· Cu/off w/Hls r,9u1r,d ,?' ---, I r-' wh,n Qpprooch chonMI 11 unhn1d ..:. SECTION F·F Promi# 6' 111,ck 8vlb For 5.J"d111 max. or l,•s su 5td Pion• OtJ9 /'or '/)ow,/$''" 1'/IZ", z•-o• ,n .,,,,!Jt structure J' Cu-lol'f Wall .,J,~, r,.y' d. \ ll" I I I ~• Wr,p Ho/,. , 6' \_ --------__ / SECTION C·C TllANSITION STRLICTVRe No. 4 NO • SCAi~ T l Z ext,nd Ill• lon9,lutfmol r,ml'orc,n9 Slut of l!M lrans1l1on t' ,n/o th11 lrotH,10,ttal ch,nn,I 3 In 1,,u o/' pfocm9 Ill,: ttow,ls t,,tw,,n ""' lrons//1on ,,,; lh1 r,clon9ul11r storm dram, /ht! l01791lud11'>11/ r,,n,ort:1"9 Slrt'I a Ill,: trans1/1on slructur,: may bit ,xlenckd z• ,nlo /hi .5form drain 4 M,. Mz, L, b, et ;.t' t1nd ~: ond Z shall be 111 :Jl,own on th, plans 5 Tll,s slrudur1f oile/01/ ""'¥ l>r opplled lo trrms,honf wllh curv,d lJofloms and cur,,.,d s,tt, wills Tvp,cal I' Cir T1,1p1ct1I SECTION D·O 14; (i) ,r,,z•-o· m eris/ $/rucfun, _____ .• ., • /llrs TRANSITION STRUCTURES NO. 3 a NO. 4 DRAINAGE D ET A I LS.swEErt7N""ZI j I -,3 I . .,tr..-.,: X X -,-..x-------t ~ J X a ) L l ' J l J -, ' J )( l 51 J fOIIII ND II,,. lo.11'.4.c - 6'-o• r elEVArlON No .Scale ~I ' ' t:: - '-G0·.3 -rrome ! Grol,nof sh11wn. ' 6'-o• A. C. APl?ON LJETAIL No Scale ·-- 07 ORA 7.J CPa..J? w.o. ,._Q PAOJ(CT INGINtll lfGISTUfD 0V& IHQttCII: "° 1144S DAIi .....OVID &brucn~ z.e, ·,,11 CSP l?,s,r OrJ// ¾ • lloln m L...-------------------i r,ur lo ~~apt prol,ul,on bars"". Storm Oro,n Int,/ -----.. • . . .. ~ ... lz"¢~d•IZ"lon9 90/t;. . . st,1/ prot,cl,on bors--...=T"-~-h.... @ .roe. ....... -). REDUCED PLAN USE SCALE BELOW I I ·' ~ 'j 3 INCHES ON ORIGINAL PLAN . .. .., -,;;--• '°"'7 .. .. ·I· " ... . .. ... • ' 6. l'-S ~,. /'·.S ~. 6. 2'· II~ • SE"CT!ON c-c No Seal, CSP l?,s,r ...,,.----'.Su Sid Pion lJr/,11/s Far collar d,101I. l/s, ,1o1ndard T,,1 conn,clJon wllh st,,t p,p, lrunkhn1. -----·+ ----- EI.EVATION STO/fM 0,fA/N RISER CONNECTION No Seal, RC P 5/lown DRAINAGE DE TA I LSsNEET/8 or21 .,, )( )( ------------ J )( , ) /. l J J I J )( J 52 J ,-.HOH_. /" Mm lop ort,r ,xpan-,1on .J;;5''fxpand-,r on• on 1ns1de connector d • I I I d I P,JH SAqi,, s .• /. l0·15 IS·IO IO·lS 15 ·.JO .J0·.1.5 Js-,o ,o.,s '5·.50 I I I I I I 0 Mm Co~,r t,• 6" ·-u· 6" 111· It' u· It' 0. ,,. -l, 6"· 9° 1·-,· g•. II" I' ,. 11°· hi' 1'·1" "•-11• 2·-1· 11•-11• I'· 7" 11·-11· 1'·1" 11'·,!,I' r•.4• U'·/6" ,t•.4• r Cone P1pt! \ \ \ \ \ \ \ \ \ .. SM Corru9oled Mela/ Couphn9 Band-~ _l__ SpM conn1clor) f Std or>?f, or lu9 spol wild ol' r,v,I lo 1n~1de or 5,0//! conn,clor \_ .,. 74 Std lhr,10,ktl Sid Nul boll cXPANOER LUG oeTAIL No Sca/11 STEEL I: £.S CONNECTION ro CONCRETE PIPE No Scat, I I I I I I ALTERNATf No. 2 PllOF'llE O•lt' 0. /"" o,u• L, lz L1 Lz L1 lz .1 '· .1· , •. .1 • .5'·6" 1'·4' 6'· 6" I t'· .5. --+-.J• • .1· /'·.J· 5'·6" z· . .s· 6'·7" z• . .5• .1' .,. l'-.1· .5·.,. I'· .5" 6'·7" I'· 6 • .1·.,· /',,. .S'· 7• l'·.S• 6'·"" 1'·6" .J'. ' • ;•.,· .s·-r 2'·6" 6'·9" 1·-1· .1• . .5• 1·-,· . S'-4" /'. , . 6'-9" I'· 7" --~-.1• . .5· l'·.5" .5'· ". r·-r 6'·/0" 2'·"" J•.5• I'· .5• .5•.4· r·-,. 6' •/0" ,l'-4" OUTUT DETAIL l"OK C.S. P. (a TOE 01" SI.OP£ ..E.!£f.. HOCK SLOP£ PIIOUCTION DETAIL No St:al, . •• I \ \ \ \ \ \ \ \ \ \ \ \ .J'·O• --------- Typ• ;,t'Oram .1' O" SUTION A·A ----- A~\ - - - -!+I--~---= I I I Io I 1,-1 I I Po,1 Willl Toi,, P,,1,u ()7 ORA 7.J /i'4.~~.2 PROJlCf OGIH[(R 111[(,ISf(ll[O CIYIL INGINUa •• l\44S ""' •••••m &br11qr~ ZB, 1'17 ✓Plt1u I· 'J ~,1 _,._;,,;;;, >(~;-,.,.,,_ OPENING IUINF DETAIL No Sc•lt1 _ ~Top ::_cul [),:,Iona Shown 1>n lmpro,t1m1nl Pion TvPtl :.f. Dr,t,n Slop, o J ,n,t,col,tl on lmprowm,nl Pion 15· o· PLAAI TYPE :4' ONAIN [)OWNDNAIN No St:ol, REDUCED PLAN USE SCALE BELOW 0 I 2 3 r, 1 .1 1 , -1 1--5 INCHES ON ORIGINAL Pl.AN -l -.''---+;,-.....,,,__' ... o_' -_o_•~ ~~I 10°-0· 111111. 4'•=·---- -• ---4- "3 bore 1'-l"o.c ~ ~ TYPE A DRAIN TYPE B DRAIN DRAINAGE .J ,. / )( • ) l J 1 SECTION 8·8 0 L T IZ-,.o· 4• ,.,. /.0' 5• u· IO' 6. .3G" 1.5' 8" J8' 1.5' 10' SJ• /.5' 10· 60" 1.7.5" II. 66' I. 75 11· 72" 2.0' 12• •c• bor1-Z abo,e and z btla• ~•ne M1111mum of 4·11'4ti11 abawe and 4 • 14 hH below ~tllnll and on 1i~1. Maaimum 1poc1n~ Ill. PLAN o, CORNER CONNECTION Minimum of 4 • 14 liH above ond 4 -14 h11 btlo• optnint ond on 1id11. Mo1im<1111 19QCi"9 Ill~ PLAN 01" SIDE CONNECTION MONOLITHIC SECTION C - C NOTES I. Round ttlltt of 1111111 to 3" rodlu1. 2. R1i11forc1111111t 111111 1111 111; l11ch11 cl11r f,0111 th f•ce 1f c111crel1. J. 111 co11111cll111 to 011 111111111 1truc1.,, llred 1111 ,o,ll0111 11 th, 11l1th11 1tructure 111 l11cht1 out1lt111 ill i11teructl111 with lhl IIIW COIIRICIIOII. 111111 111d1 of ~4 llora °'" connection opening os required. CONNECTION FOR PIPES 12" TO 72N INCLUSIVE N,w ..,. 1.r1•I p,;,1 / CONCRf:Tl CO/.LAR NO .fCAU NOTt, Wh,r, p,p,• or d,rr,r,nl d,om,l,r• or, JOtn1d w,/1, a canC'r11, C"ollar. l and T .aha/I b, tho•, or lh• lar9,r p,p, D • D, or Oz wh,c~.-,r •• 9,wal1r J. Om,/ rwmrorr,n9 on o,1>1s ?,1' anll t,ss ,n 11,a,,.,1,r and on all p,p,s wMr, on9I, .4 ,, 1,,, /hon 10• ,I Jom p,p,• al ,-,,.,,,./• .5. R,,nrorc,m.rn/ .Sholl b, ploc,d I~• cl.tar Ii-om ouls,d, d,amel.rr or p11)1 A L Ol ORA 7.1 lllfCUIT(lltCD CIYIL (N .. Nll• •o 114-,i; OAT( .... a... Feb,o,, za, /277 l REDUCED PLAN USE SCALE BELOW I 2 3 I I 1 -I 3 INCHES ON ORIGINAL PUN --1 53 / DRAINAGE LU_ _______ -r--_ __,.;__ _____ r---_---;-_____ r-__ _i_ __________ ~ D ETAILSsNE.rr2o~z, POMI MD H" X X --x------t J )( ,t ] '-l J I I J )( I 541 ,0.NOtlW Pr,ssure Manflol, rronu ( Cowr Su .Sid Pion 87-1I Monho/1 or Storm Oram Cono'utl I. All _;omls sholl ht, t'tll,d wtlh c1m,nl mortar n111/ly po1nl1d or w1f)ld on 1ns":l11 o/" .sho.rl I Manholtl Fram, and CoY,r (Sid Pion 8 7-11} C1m,n/ Mortar .5td Cone l2m9s Min 9" ox ,.,. 't Cotl!J • 7 r,9a i-l.~1.---=3=-6-· ----l..J3 ·1,,. .Jf/ 1J Vortob/11 /1n9lh Mc/tons of r,,nforc11d monho/11 shaft with s/11I st,ps VEllTICAl SECTION t. Col/or of c,,menl mortar around cov,r /"ram, .shall b, om1lled tn pov,d slr,,ls .3 Steps Shall be 4 bind, ¾" round, 90/vamz,d sleet, and anchor1d no/ l1!Jts /hon 6' tn lhtt walls of slrucfur¥s (lnt,,s olh1rw1s1 sl>own, sl,pts shall bl placid 12' on ~n/11rs. Th, low,sl sl11p .,hall be no/ mor, /hon 16" abo.-, /t,1 led91 al s1d1 of monhal, floor 4 Ecc1nlr1c manhokr shaft r,duc,r and rm9s may bl pr1cosl concr11l11 For unr11nforc1d s,cltons. lhtt m,mmum lhtcknes!J shall o, 6' .5 3-tnch r1n9s .shall~ r,mforc1d w//h on, ~-round st,,/ hoop, 6-mch rm9s shall bll r1mforc1d with 2 haops .JG" Man/lo/, Slloh QI' ll~INFORCeo CONCRETE' ECCENTIUC MANHOLE SHAFT V([?TICAL SECTION OF PU/IN CONCRC:Te (CC(NTRIC MANHOU SHAFT ~ 1--=-2_· -_o_·_ tJ. STANDARD MANHOLE SHAFT A __ j Noles, I. If 'H"1s /,ss !hon 1'·6~ w,2·-0· If 'H' IS b,lwun /'·6"ond 2'-6'. W•2'·6" If "H" is 2'·6' or mor,. W• )•-o· If 'If" is mor, /hon 4·.o: brm9 wolfs v1rltcolly lo 4'·0' below surloc11 ond fopttr from .1·-0• lo 2'·tJ' os shown Z. This slruclur11 Sholl btl usttd w1/h Slondud Pr,ssunt Monhol, fromtt ond Cov11r_ p,r detotl h1reon II may bt1 used ror hydrosfoltc h,ods up lo 25' oboee the slut plot, "4 HOOP BARS Eleclrtcally IXJ.'f weld ends or lop ends of /Jar ltJ' "4 Moops @ I!' Wh1r1 "H" ,, mor, /hon 4'·0" O•.J".Jj" for topmost noop tn .sl>af'I, eoc1 ! ow,r /loop ,n succ1s,1on 1ncr1os11s .J/f m t:/Jom,ler lo a maximum of 4'-0" In l/11 v,rt,cal porlton of' /he .sllof't Pronde t',4' conslruct,on Jotnl when manh<J/1 .sllofl ,s nal pour,d monoltlh1c with monholtt or storm dro,n condull Embed 2·,z•.~ wosh,r Ma Jr, 0 ('Jalh 7' ed rubt,1r 90!Jk11/- uf;.•----- '------z4• ------ l-iq..--+----31 ~•----- SECTION OF AIANHOl( Wrou9hl iron Z r19'd oeTA/l •y• lETUR oeTAIL NTA/l "Z" Nol11s: I. Mon/lat, /'rame ond co.-er shall b, mod, of' 9roy co!lf tron con/'ormtn9 lo /he /ale!II spec1f1col1on!I z .All ports o/" th, monhol, f'ram11 and ct1v1r 1rc1pl mac/lmed surl'ac,s shall be coaled w1III ospllollum paint Va1'1able /11n9/II Pr11casl Cone Sec/1on!J ScCTION 8-8 SECTION A-A PRESSURE MANHOLE Sf/AFT .J. Manlla/1 from, and cov,r shall b, /15/1,::I for accuracf/ of' /'ti and SIio// be mork1,::/ ,n s,I:, b1for1 d1/lv1rr,,. The COO'lf' Shall Iii 111, /'rom11 snu9/y bu/ not lt9llllf1 • "46 REDUCED PLAN USE SCALE BELOW I 2 I I . I I I 3 INCHES ON ORIGINAL PLAN Se1 de/at! /"or hol,!J 3 ::\ rllAMe-PL.AN W119/II 195 ,u,_, ----, ---1--------,---- 1 I ' ' 07 ORA 7.J --..... Q'f\-+,g w.o. ~CM.- HO 114+$" ,.,.,,_ C COVER• TOP Wiei9hl 26Z L/J!J. z1,f. • C0V{Jl -IJOrTOAI W11?hl t.z J./Ja. tune /imsh secT10N c-c PIU$SURE PlATe Wtrtflll 4-Z J.l:13. 4 Co.-,r., Sholl btlar th, lell11r ·s· for .,,_r slruclur,s In p/oce of 1,11,r ·o· 5. W119/lls of' /i'am11. cov,r. and pr11ssur11 p/0/11 sllo/1 no/ varl/ mo,, than lwo jMrc,nl from lllos11 91v1n 11,r,on 6 Us11 slondord monllole Sha/'/ unlt1S!I oll11rw1st1 3hown on dra1'na911 plan STANDARD AND PRESSURE MANHOLE SHAFTS . DRAINAGE DETAILS sN££r21".rz1 S5 EXCAVATION BACKFILL EXCAVATION BACKFILL EXCAVATION BACKFILL EXCAVATIONJBACKFILL EXC.NATION BACKFILL Ground Ground or Grading Plane Original Ground or Gradino ~"7'T,,'7'7'7n~r-.--rl'T' L REDUCED PLAN USE SCALE BELOW I 2 I . I I 3 INCHES ON ORIGINAL PLAN j To occompo 0~1Q,1=-i ,dC.c~ d:4~ CHIEF ENGINEER-PLANNING BRANCH REGISTERED CIVIL ENGINEER NO. 9013 APPROVED DECE"'8ER 9 1976 EXCAVATION BACKFILL EXCAVATION BACKFILL EXCAVATION IN TRENCH Orlginol Ground BACKFILL IN TRENCH EXCAVATION Embankment constructed prior to excavation. BACKFILL SHAPED BEDDING SAND BEDDING SOIL CEMENT BEDDING Original Ground Original Ground IN TRENCH EXC.NATION BACKFILL EXCAVATION BACKFILL EXC.NATION BACKFILL IN TRENCH ONLY IN TRENCH ONLY CAST-IN-PLACE CONCRETE PIPE NON-REINFORCED PRECAST CONCRETE PIPE SHAPED BEDDING SAND BEDDING SOIL CEMENT BEDDING IN EMBANKMENT IN EMBANKMENT IN EMBANKMENT METHOD 20' Mox. Overfill -Pipes with Inside diameter of 7811 and smaller. METHOD 2 50' Max. Overfill METHOD 3 so' Max. Overfill -Alternatives REINFORCED CONCRETE Pl PE REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE AND ASBESTOS CEMENT PIPE EXCAVATION BACKFILL IN TRENCH IN EMBANKMENT Planned M . ~ r.~~~~ng 1 ~~~ £incl D 2' f ?'Ground 2' _..._ __ _.= 2' .!:.....l' -ll-J:---=-l~ -lf-!:- EXPOSED TOP REINFORCED CONCRETE BOX CULVERT TABLE OF MAXIMUM HEIGHT OF COVER • NOTES Strt'n9th Ona' vs,-. <'I' R1,n/'.:>rC'-,a' C<'nt!r•I• L /1ipt' r.:>r P,°4mt'llrs f'r<'M IZ",,., 1<'4" 30 11 minimum up to 4511 0. D., then 213 0. D. but no more t hon 6011 required. ~~ ~" ,,,,,¥,-..,.,,,., 11,,,41 t1I C'"v,r (r/e) ·, .. .... /llitlll<'i ,4 114,i/'tl/ 'i)l,/A",'S ~" E~ 8•clllll ~ i' ·, ... ~-1,+..,' 1,,1,,i,+,.,' IJ (I ~~ 1'111/'"" z .J 1,000 J,!100 • /G 26 39 {'SO 2,440 8 20 32 '4 J,700 2,500 10 25 .38 ~7 ?,OOQ ~tJPO /2 28 45 •IJ l,500 .1,, ""' J,# JS 5~ 84 J,iJ/J/J J,750 17 #-2 '4 /0() J.,140 4,2PO 20 54 °" uf#fit2} ,vorFs, 2. Slope or shore excavation sides as necessary. 3. Culvert backflll shall be placed full width of excavation, except as noted. 4. Dimensions shown are minimum. 5. Reinforced concrete pipe refers to circular reinforced concrete pipe, oval shaped concrete pipe and reinforced concrete pipe arch. Oval shaped and arch shaped reinforced concrete pipe to be used with method 2 only LEGEND ~ Culvert Excavation ~ Loose Backfill ~ Culvert Backfill [IlIJil] Roadway Excavation 95 % relative compaction iffll Culvert Backfill ~ Roadway Embankment I. Crpr/r,ng P•L<'od snp// #e US4d il7 Ol'o't!rln!J or spt!<"if'y,'~ pip,:. ... COVt!,. h,iglds •JIMedt'n_g '"". s/,q// #;!' con.,'o',r,d a :S'pt1e1'a/ a',s;9/'J. 90% relative compaction C::J Sand Bedding ~ Original G~ound ~ Soll Cement Bedding 0.0. = Outside diameter for circular pipes, and maximum vertical outside dimension for other shapes. EXCAVATION BACKFILL IN TRENCH EXCAVATION BACKFILL IN EMBANKMENT REINFORCED CONCRETE ARCH CULVERT SPECIAL DETAILS CONSTRUCTION DETAILS CONCRETE AND ASBESTOS CEMENT CULVERTS CA Shaped EXCAVATION EXCAVATION BACKFILL Orlglnal Ground or Grading IN TRENCH EXCAVATION BACKFILL IN EMBANKMENT STRUCTURAL STEEL PLATE ARCHES BACKFILL Ground or Grading Plane EXCAVATION BACKFILL Original Ground or Grading Plane IN TRENCH IN TRENCH EXCAVATION BACKFILL PIPES Cl) EXCAVATION Embankment constructed prior to excavation. 21 2' BACKFILL 0 ,¥,.<\H,..,,,.,.~~~~~ z IN EMBANKMENT Pl PES AND CORRUGATED EXCAVATION BACKFILL R(GISTEREO CIVIL ENGINEER NO 9013 APPRo,r o _....:.A..:..:U::.:G=-=u=-=s:...:T~r o=-•L.C':..::.9--'-7"""6_ IN TRENCH EXCAVATION BACKFILL I 0.7S I ~haped Bedding ... SH APED BEDDING S= Larger than 8411 IN EMBANKMENT STRUCTURAL STEEL PLATE Pl PE ARCHES AND VEHICULAR UNDERCROSSING NOT ES I. Pl PES • 30" minimum for diameters up to and including 4211 then 2/3 diameter but no more than 6011 required. CORRUGATED METAL Pl PE-ARCHES• 30" maximum. 2. 2/3 H up to GO"maximum. 3. Slope or shore excavation sides as necessary for safety. 4. Culvert backfill shall be placed full width of excavation except as noted. 5. Diagrams for pipes, above, do not apply to overside drains. 6. Dimensions shown ore minimum. IWff/41 LEGEND Culvert Excavation Cu Ive rt Backfil I 9 5 % Relative Compaction Culvert Backfill 90 % Relotive Compaction REDUCED PLAN USE SCALE BELOW t::· I., ~ ,::J 3 INCHES ON ORIGINAL PLAN ~ Roadway Embankment ~ Original Ground SPECIAL DETAILS CONSTRUCTION DETAILS METAL CULVERTS Larger than 84" METAL PIPE ARCHES 5G'----------------------------------8-4_o_r_s_m_a_11_e_r ___________________________________________________________ __. C8 I I I I ·-I ,h •• I ...... I ........ I '!:" I::;: , .... ,._ REDUCED PLAN 07IORA I 7.J IR4.~,4'~.2 l.511130 USE SCALE BELOW C}>a..,.,._Q_ , L I 2 3 W.Q. _,S). STORM /JRAIN STRUCTVRE LIST I I . ' I I ::.j rtOJECI lNGINlll lfGISUIED CIVIL (NG4NUI 3 INCHES ON ORIGINAL PLAN NO 11445 X * * .SHEET/ OF4 .SHEETS ou, .,,10vto !=t!bruar~ ZS., l2ZZ * * * i!t, * * * * -~ ~ P/1'£ ~ ~ ~ ~ ~ ~~ ~ ~~ ~ " ~~ ~ " ~~ ~ ~~ ~ ~ ~ ~ ~ ~ ~"' ~ ~ ~ ~~ ~ ~~;s ~~ ~ ~ ~~ ~~ ~-:"\ ~ ~~ ~ ~~ Ii) ~~ ~~ ~~ ~~ ~~ ~ ~ ~ §~ le.,~ i.;;:;:~ ~" ~ ~ ~ ~....: ~ ~~ ~ li'CP CSP ~~~ ~~ ~~ ~ ~K \j ~VI \)~ 1-..: \j '-'\j ~~ t11ti ~~ !k~ ~~ ~~ ~ ~ ~~ ~~ ~ "~ ~~ ~~ ~ ~ " ~~ q::t -~ ~ ~ ~~ "~ ~ ~~ ~~ ~~ ~~ ~~ ~ ~a ~a ~~ ~ ~ ~~ ~~ ~ ~ '4J II(" ~~ "" ~ ~~ ~ ~~ 9: CJ) "(Cl) ~ ~ ~~ 9: \., ~ ~~ "~ ~~ l ~ ~ ~ 8/TUMINOI./S COATEt> ~~ ~~ {Q~ ~~ " -"~ ~ ~ ~ ~~ ~ ~~ ~~ ~~ ~ ~~ .. ~~ K ~ ~~ ~~ ~~ ~ Cl.ASSir ~ l~ ~~ ~~ \) \I ~ "~ ~ ">" ~ ~ t>OWN ~RAIN ~~ ~~ ~ ~~ ~ ~ ~~ ~~ ~~ ~~ ~~ ~ \, ~~ ~ 0. /09 '' TIIICK ~ ~~ -q: . ~~ ~~ ~ ~ ~ ~ ~ \:I(/) ~~ "C~ ~ ~ {). /tJII" TIIICK ~ ~~ \S) "~ \j\J (I) ~~ ~ ~ G "') ~\.:. ~[ l?cMAl?KS • ~ Cl) "> "> ~'It ~ ~~ ~ ~ /8" 24" ..10" .1'," 48" 54' , d#O" d,d," z~r 30" 3~" 48" IS" 24" 3tr 18" 24" ~ Fr. C.Y. LBS. C.Y. C.Y. t..S. c.Y. C.Y. C.Y. TON TON S.Y. C.Y. I.BS. £4. /..F: t..l: 1..1: I..F. {.,/; t..l: 1..1: t..F. t..F. I..F. t..F. l..F. l..F. l..F. l..F. L..F. t..F. l'A. {..F. C.Y.' TON ~ * 1ne qu,nllty shown 1n mis co•-'°' each 1nd1v111u1I 00111011 ol wcrk a a hnal oav ooanhtv. * NON PAY ITEM .JOI MM. 14 14.37 458 /191, 145'/ '"' /0/ II 2/-IS -1 ~90 3.7 Jo.r 7,-"/ ~-'7 ; .1311 T!,401 C40 .1.50 5.91 130 H Z.(J .JtJ 33b MH. I/ 5.05 3.56 474 193 /7/ tJtJ z.s /' - 33c Cone. Col/or 185 171 v 92 2.9 h~ AH,,. M. #. V #a Typ, C.J9 4.50 2.91 130 15 ,, " 34b 39 j/ 7f .-x 34c Tun1 Ca9 ~-~(J z. ,1 140 . --4-70 7'1 7Z .1Sa Tvp1 C40 .1.50 130 ZJ .J5b /IIH. ,, . .3.6'5 .?. 65 8 "1P # 56 05 .35c J9 J4 ZG JSd rv/M c4o .1.50 S.9/ 150 10 " 4~ ,35(l NH..., I 4.6'7 J.44 /G .?.5 36d Tvp1 C40 .J.50 5.91 /30 JZ Z5 76 :Jl Adjvst AI.N. 371 Cone. Collar 77 67 ✓ ,u 10 --Ehr~ACI lll~r I J -,-. 43 TyJf'I ,,f 4.69 25 Z2 I 26 )( Orain O 0. ~ ,,.,,, Cone. Col/or ~()4 .345 .346 ) 436 J. 9. 1 2 1.51 2Z9 187 170 l 4.1c M.H. ,, 5.78 ,1,00 470 418 .,.,7 IZZ. 0.5 -13d J.5. •z 2. 37 5ZtJ 453 4 120 --J 440 Tvp1 C40 5.83 5.24 1-'0 "-' 36 44 44b lflPI A 4.t.9 39 34 I 42 n~,,, DO. l l 45a Typ, C40 4.3.J 4.55 130 .?4 21 .38 >-- J "6V 5 )( . _._ 1 57 1 ronu TN/S .SN££T lJ~ .• , U6~ (holJ .1s1-s lfO /0/ II 11-'$ 3 .,,z 4SO 4<¼ 124 290 /16 !J2 /0 GB .5 9.7 z.,. '?of!INASE ~VANrlr/£.S fCMttl HD ti H -a I I I I I STORM /JRAIN STRUCrl/RE SHE£T2 OF4 SHEETS * C. Y. I. BS. C. Y. C. Y. t.. S. 48d N./1. ""'.1 458 /4,65 /7() 1207 L .S. J6 4StJ 1474 /045 1/.1 I 580 1694 IZ45 456 4,!Jf J. 5. ,, /.44 #19 Mod. ti0-1 2.(io /. 75 580 4tJI, J . .,_ ., I.JO I LIST t:: REDUCED PLAN USE SCALE BELOW ---- , I , ~ , j 5 INCHE5 ON ORIGINAL PLAN I ~ .. I ...... I ..... 1::::=.. I '::"' I .!:: P7IOR.4 I 73 IA>-9'.i.,_A>.::,;,e I .581/30 Ga....Q. w o.-SJ_ -;.oJICf INGINlU l1Gislii10 CIVIi. IHG4NUt NO 114~5 .... .,,.avto Febn100 7B1 1277 l?EUAl?KS' ~-TIie q111nt1ty siltM 1ft this COhllM IOI each 1nd1vulu1f °¥ M,f..., cl ooNi, IS~ fuul 0,V N .. nhlv ~ -NON PAY ITEM I I -J--+------+--+---+--+--+--t--+---+--t--+---l--+--+---l---+---t--t--+--t--+---+---+--+--l---+--+---+--+--t--+--l---+--+---+--+--+---ll---+--+---+--+--t----------------1 T. s. , , 4.tJO 2149 IGZ1 640 -x---------------4tJi Mod. vO·I Z.15 I. 62 580 j )( X ,,,,, J . .!J."I I.Ill , I .. 1 <ltJj J. 9. I /, (17 t---+------+----11---+---lt--t---+--+--+--t--+---+--t--+---l--+--+----lt--+--+---+--+--t--+---l---+--+---l--+--+---+--t---+--t--l---t--+---+--t--+---lt--t---t----------------! 44/c Mod. tiO·I Z.50 1.55 SM 44..1, .I. 9 "I 1.01 ,,.,,,, . . J. 5 12 .5.2I 574 443 4tJn CO·/ 4.83 /. 97 Sl30 158 143 480 tiO·I 4. /0 /. 76 580 16 14 4./,I /, 77 5/J(l 15 14 .1.9.J /, 71 580 -1,c G0-4 J,/1 1.49 652 4,d v0·.3 2.50 /. .30 652 ✓ ..,, /.5 0. I 13.8 1.5 0. I 13.tJ 160 20 20 .JGZ I. 7 z.2 --SZa Cone. Collar Z6 20 12 J l t ,-- l 5Zb J. S. •t 1 . .36 J.50 4.ltJ I.JO T.5. 114 .5./Z 54 b Cone. Col/or 66 .319 264 88 I. I 5tJ 50 .10 95 G8 Ba 58 J TtJJ7ttll. THIS SNEET 1-,.s,_ 711" 7974 ~/#~ 9~s-o 6487 3 o.z zu. 79" ,,~t .,, 24o 3G.e 80 1,!J &40 4S6 3~0 30 BtJ s.o :11.Z l88Z .362 l>li'AINA<iE QVANrlTIES ....... _________ "-_...,_ _ _.1,._...,__"---l.--,,...L.-J....._,L-...L._.L-_,L-~-...l-~u.;_-1.._...1-_~-L,-...L--"---I..-....L.......;.L-~--'--.L-....J--'--+--11--1..-...1--.L--1.._....1...~.1.--1.._...J..._...1--11-~.i:.~'1.t;.."'_/:4:2.... _____________ .J POlttl HD tJ r, I I I --------------------------------------------------------------------------------------------------------------....< -)(--------------- -- J )( -- ~ ] l --J l l --J X l 59 1 fQIUI HD 12 ,, 550 G0-3 I FT.' C.Y. lBS. C.Y. C.Y. I..S. I I REDUCED PLAN USE SCALE BELOW STORM lJRAIN STRl/CTVRE LIST t:: I 2 :3 1 5 INCH~S 0~ ~IQIN:L PLA~ ::l PIPE ~ 1------------------.--------------------i~ ~ ~~ ~ ~ RCP CSP ~~ ~ ~ ~~ tu ~ f------------+-------------~~~ ~ ' 8/TUMINOl/S COATEL> \j ~ 1---------.----------.--.--~~ ~ ¼J C.'~ASS rr ~ ~~ ~ ~ '-.L.t. 0. /0'1,, THICK l>OWN t>RAIN ~ l'~ '-0. /()9" THICK ~ ~ ~ ~ "') "" /8" 24" 3()" .3'1" 48" .S-1" d,O~ ~~H 24" 30" 3~" 48" 18" 24" 30" 18" C. Y. C. Y. C. Y. T()N r()N S. Y. C. Y. i.BS. L.A l..F. I..F. I..F.' l.F. I..F. I..F. I..F.' 1..1: l.li' I..F. l..F. l..F. l..F. l.F. t..F. I..F. l..F. .1.00 1.44 65Z tll.J 91' 1.5 0.1 13.-' 78 I C.Y. o .. , I 1. ...... , I ..... I ,:: ~ I '!."' I ::::. 07 !ORA I 7.J 1R4..:._A>~2 I 59 l/.30 .Q'o, Q -~~Q ~ ,10JtCI (NGINIH IIGlilfll~ CIVk INGINHI NO I \1::46 OAT! mtOvtD ~bu,aroa Z8,J!l...L1L.7 __ 1?£MAl?KS * ...._ The quantlly SI\Own 1n mis column f0t each 1nd1v1duil ¥ 001110n of w01k 1s a final oav ouanlltv ~ NON PAY ./'TEN t--+------t---,f----+---if---t---+--+--+--+--+--+--+--+---ir---+---t---if---t---+--+--+--+---t---if---t--+---if---t---+--+--+--+--f---+---t---t--t--+---t--f----t---+------------------t .55b J . .S. 11 .3 (?.t5 5611 G0·3 2.50 I. 30 G52 8Z 7Z 1.5 0./ /3.8 /00 449 57 S4 30 5/J Typ• :.,· Or11in 54 1150 29 3 . .!U. ZlJ 25 40 5411 Cone. Col/or 19 67 124 5/Jb GO·.J 2.41 I. 27 t.52 95 "6 I. 5 0./ 13." 100 1---t------+----lt----+---lt---+---+--+--+---+--t--+--t--+----l--+---+---l--+---+--+--+---+--t----l--t--+---l--+---+--+--+---+--t---+---t--+--+--t--+---lt---+---+----------------1~ ,·~ ·,: 803 2/ 590 Typ1 J4' Drain O.l 4.53 26 732 19 60a G·2 .J 90 I. 4tJ .JZl. G5 55 /06 GOb ti0-3 2 . .JS 1.25 652 t¼ 77 l.5 0.1 13.1!, /02 /i/Q Typ, C .39 .J.G6 3.06 130 4!13 463 312 •lb MH-1 4.{;7 3.40 474 76tJ 730 ZZG 2.tJ •le J . .5. I/ O . .J!I Gld J. S. 'I o .. n G/1 Cone. Col/or 27 24 30 GIi' u·Z .J.90 1.4" .!126 .!J52 .J/7 210 6Zt1 T!JP• C.39 -'-~O 3.53 130 17 15 20 G3t1 T11p• C.J9 7.oo 4.96 130 137 130 76 . TtJTAl TNIS .SN££T .17. ,., 4124 Z4.J(, Z2~ IZ7 6.0 0.4 55.Z Z6tJS IU.+ Z/0· 40 "6 z.e,. 6.9· 1)/i'AINAGE QVANrlr/ES -l4~4 ~ I I I I I STORM /JRAIN STRl/CTl/R£ SHEET4 IJF4 SHEETS C. Y. LBS. C. Y. C. Y. l..S. C. Y. C. Y. C. Y. TON TON S. Y. C. Y. I.BS. EA. L.F. l.F. l..F. l..F. l..F. l..F. I..F. t...F. l..F. 64a G·2 I REDUCED PLAN USE SCALE BELOW I •· I , ..•. I ..... 07ltWA I 73 LIST t::' I.,~ ,_j S INCHES ON ORIGINAL PLAN ~ .. o ,,1 o ~ PIOJICY lHGIN(U lfGISflllO CIVIL INGIMHI NO 1144-5 DAIi u,10v10 f:",!,r11qq '281 J'JZ7 .RcMA.RKS 1..r. I...F. l..F. l..F. l..F. L.F. I..F. I...F. L..F. L. r ,....,,N C. Y. c, Y. 11,.. -~ The quantity wwn tn lhts column !Of ucn 1na1Y10ua1 • r. ' v • • • • v'N "IV" ¥ -"1nn nf -=• " • f1n,1 na• nuanlll•. <f, NON PAY IT£H 4.35 /.60 .126 tr4 106 /06 J---+------1---+--+--l--+-+---1--1--+-+---lf---+--+---+---1f---+--+---+--l--=--+--+--+---l---l--+--t--+---i--t---t--+----!t---+--t--+--t-----t--t---+--t---+--t----t-··--------------1 64b GD·3 .S.45 2.0.9 652 U6 ZOIJ I. 5 0.1 /!J. t3 10" 65 Tvp1 :.it' Oram 81/ ZI S.5Z .JO 26 28 66a CD-I .1. 68 I. 64 S80 2 3 20 66b 6•4 S. 24 1.85 326 277 240 2ZO -)(---------------l--+-------if---4---+--+----l--4--+--f----1--4--+--+--+----+--+--l---+---+---i--l---+--+---l---+--+----l--4--+--f---+---+---t--+---+--+--i--t---+---+--t---+---+--+---------------i G711 GO·/ 2.70 1.35 StJO II 9 zo 67b 60· I 2. 90 /, 4/ .51JO II 9 zo 67c GD·/ Z.90 1.41 5/JO /06 .93 134 ' 67d 6•4 3. 94 I. 51 .1ZG 15 13 l'O /c 61)-3 3. 70 I. 65 G5Z //5 /<10 /.5 0/ /J.8 142 1.5 ()/ 13 8 Z!}8 l ./.ZI /. 80 ~5Z 39 3Z /.5 CJ.I 138 /~ .GO·/ 4./I /. 77 580 /97 /83 81 " ~I 38 SG 38 2 . .9 .. Z5 C'onc. C'olhr 38 35 3~ 2.9 1 l ,!!(; t'onc. C'o/lor 3Z Z 7 Cone. Col/Oi'" 37 34 .!! B Cone. Col/or .3Z Z.!J so 2.!J 40 -1-.!!9 C'onc. C'o/hr 25 ,!4 28 Z.!J J " !_ _ TIJTAt. THIS .SHECT J8 G a~ 552 8// I /!JZ 40 ZI /?.~-r----------------1 Gli'ANt, nJTAl. JZ.l 1882 .362 90 zo., t----------------1 1 11\J 'OJ ~1}1/NAGE(IVANTIT/£'.S .__.____~ ___ .,___-1---__.___-1---.1...-1.__,l_.__.l...--l__,__..._-1--1-_,__i.....-..L__._--'-rl .....l--l-J------L__,__...___,___.___,__'--'---1--"----'----l---.l...-l.__,_-J.-_..__....L-_,__l....-r-1--.l..::i:.::z;.;c: _____ -' ,01111 HO tz Pf --x---- / X 6\ fOlt■ HD 11 Pf L REDUCED PLAN USE SCALE BELOW l . I ~ I 5 INCHES ON OIUGINAI. PUN 3 =! COUNTY SEWER STRt/CTt/li'E LIST Se11,14r Manhol~ 2elJ. A/Jantton Se,.,er «ndManhoS. LS. OJ ()~A J.J ... -....... -, ... ... - 61 }30 PIOJ!:Ct (NGINlll ~INGINIH NO 15J9!J ••11 .,1'110••• Feb,u,crj YI, 1211 0.? Se,uer A'fq,,,/,g/e r'r-,1,us o,1dcorers -,',,,6e solvofled',v1t:I rd's~/· {l)Hgn/lo/,.r p,r t:'l/y o/'#,ll',.oo,I Bruen Slt.111dt1/'d .P/1111 ✓<?/-L. SEWER PLAN " __ ,. ____ _ J ,~j X ~ I ✓-I'<" ,;, l ,. I I J X I G2 J " POMNDH" 07 ORA 7.3 . , -\•',,',J:(/t// ~ . ,(,~'_,-{ /I l 12' 12' 4' BRISTOL STli'£'£'T b£TOU/i' No Scali! tJ.2S' Typ1 B-A.C . aso'C/11ss 2-A.B a~5i:»ss 4-A.S. TYP£(z) STl?UCru,11,,,u . .S£CTl"AI No Sc11/~ ORANGE COUNTY Cl/HJ/£ /JATA A IS'.Jl'.31 .JI IS'os· 1.5' .17'.JI' I. /50' .300' 150' r 75.47' IS.3.83' 75.47' COUNTY 1.38.,. 7S.OO E.C. ;-- \ \ ,,. 7 i -~ -x:---~---~ ·, f~r,s/ 0r>e C ~ "',•e I ,, ,,,, \. ,, . ,-"/' ---,_, _ __L,_ __ L .;jl'?f'e_ c_<2s~m_!n~ __ _ 1 15c; , 00 A0d/2 8nsl'tJ/ S/ree/ 1 _G~2-_J_~~~~&--1---+-'-~~---i--u-~+--~---f---+--cirif--+---~--+----t£~7r--t-~c--t-----i1----t---,--""' ....... , ' • 25, '/7 89 !em;,orory co',;nec/or ~c/---1-----l---=~~~---l---l~i~----l-~~~---:--+---f----f---ci:f--f---+---t---~~~--t---~~:-1 ---1 --1 ----i-:-:-i ..,.0,39 O.G. O.G. ,t()JKt fNGINfU 1EGt$TU,0 OVll lt,,IGNt,llll HO 15399 0•" A1t10w0 F'tbrurJ Zllj "11 REDUCED PLAN USE SCALE BELOW r::· i., ~ :::1 3 INCHES ON ORIGINAL P\.AN I, I -I ! -...- ! >-t- ,t ' I J l i -..... j -- \... 1 • J ... ._ • a ... ._ l 631 c.. '•· ....... -~ 12· (z --2% t /?Eb Nill AVE. IJETOI.IR t TYPE(z) ST/?VCTU~AL SECTION No Sca/e I I I /74 •4;,,7 19 18 17 1, IS 14 13 12 If I I I -----------------·-· I N£ A B C /) -- 10 9 I .. ., I '~" I •ur& 071 O~A I 7.3 •110,1cr u,,.111 1c,ncuo c,v,~ o,•u• HO .. IB99 om •mov10 &b,uo,_, ZB, [2Tt: REDUCED PLAN USE SCALE BELOW t= I 1 1 I ::1 I I • ; INCHES OH ORIGINAL Pl.All CVRVE IJATA R L1 "inn• f,3•.3000 401?' 1n•3000 350' 32•32•01 300' 32'.32'0/" .., . l 121.0.5 1114. o~· /98.74' /70.3.5' I T ~2.40' 8.1.20' 102./.J' 87.5-1' I I I I I I I .. I._ I ... I ~!"'-l~I.!'"' '• ANALYSIS OF t:ll/ANTIT/£'5' 07 IORA.I 73 IR.f.~/Rt:&.Z 16..,_ l/.30 " * * . ~ -~~~ PAI/EMENT CURBS \) Ill ~" -~ ~~ II) ~ ~ NOJICT~OIIW.. ..... () ~ " ~ WO 15,J.:J_:J_ ~ ~ :,.. \. ~~ (l ~ ~ )C bESCl<IPT/t:JN c:S ~ ~ ~~ t::: ~II) ~"' I:. -"'I:>.. \: -~ ~ t, I] -le~ ~tt ~~ 1~ ~~ f-;bruar, ~ ,,zz . ~ -~ u~ CJ ~ ~ i.., ~ .~ I ~ " ~ ~ DA'II- ., ' (\J ~ '>-"'> ~ I\. ~ ~ i:; ~ ~ i ~ " ~ 1· -..J '-I c-~\i ~~ ~~ ~ ~t ~~ ~~ ~~ ~~ . , ~~ ~~ ~t ~ ...... :s. IJ\!> ~\j ~~ ~ ~~ ~-~ ,;/ \I \I \I \J " \J \I \j .\.i \,. \9 ~ ~ I!" ~ ~~;:: IJ "~ -~v I:\ t;: I s..~ ~ ~-~ \J • ~\\ \; \J ~ ~ \ C\J ~ Cl \. 'Ii ',J ~-..J ,II) "' \J ' ~~ ~ ~ ~ ~ ~ ~ ~ ;s I I ti) -~\i ~~ . ~~ ...... C\J ~ \J • \j ~~ .!; 'll ~~ ~4.\., \j -~ ~~ ~~ ~ ,<tj ~ ~ ~ \j ~~Cl! ~-~ ~~ ~~ ~ \,. LOCATION ~ ~ 1Jl ~ t'> ~ ~~ l..i Cl -~ ~~ l.:(J C::S\j ~~ ' 'l: -t::K' .. ~ -~-~ ~ ~G { ~~ ~~ f ~~ ~ ~ Cl..: a ~ ~....., ~-....;.. ~-.J..1-:'.: ~ .O,Non Pay Item. S.F. S.F. 'S.F. S.F. S.F. S.F. S.F. S.F. S.F. S.F. l..F. L.F. l..1: L.F. l..r. S.F. .S.F. S.F. I..F. E11. I..F. L.F. L.F. S.Y. S.Y. E11. C.Y. I..F. S.Y. Freewt1Y Ht:11nhne I.JG,tu5 22.,2/5 Z3,300 Z3,~Z/ 4.9/ l! ;?()5 <> 8rt:1nc/J Connt-c/'or '"'C» Zt l.98 5~32 .?77(} ZGZ 2{;8 REDUCED PLAN -------------._ -,___ ._ ._ --- - ._ - - --------USE SCALE BELOW ---------------,___ -----J L I ~ I I I , I Tem.oon1ry C,mn. C -.3 . Zt9!J/ .uo .181 J INCHES ON ORIGINAL PUN lemPon:,ry C"nn. C -4 .!T,6GI CG 5GG 409 )C _ N"rl/2 8ovnd CoQ~dRd-R,vn,oU-~ 55,8/G zoz ,..:.__ c/49 4 .954 --------..---, ----------------------------------- .. N. Bnsl't,/ .StfJtMMN-NR..t-B/,~A s~J 40,851 1/..JZ,tt, .3172 zoo N. Rn's/;,/ St( B,rd, s~-N,, Hill Aw.) 1().9,982 l/.9,1 2699 lt/75 .955 BS -----------64.W --------W4 -----'me mi -----------.ids/"/ St---------,---7533 z5z.,,1~ 778 24Z /385 508 NI .31 T /680 l.32!JS Bn:Sl"I St 1)1/ovr 33,.J/5 G~5 i'6'(J . C IIA'UIVS /v. 695S 31,466 /9,.i'ZO 457 603 le.JI 7.2 543 --------------------------------- - - --,----- - -----------i----- . l?,4' AWi AY,. .37, 188 7247 /.!13 4/0 7G /55 R,4' II/I/ Av,. IJ,l"vr 37,408 7GO $800 753 -__ ,. -~"{Jru~-----773G 35 93 .33/ G(; c----------------------------------------------------,-- ~ 4 Drolnocu1 Pion S/,.-,-f 5 3 ----------------,__ --~ ---------------,--------------------------- -I ------------>------------------------------ - --------------------- I . )( II I ---------------·------,---------------,--------- - ----------------- .. ,•. I >-- I -----------------------,_._ --------------------------------,--'--------- -- . I I ----------------~-->-----1-----------------------,----------,------ .,__ I )( --J -------,--------------------------------------------------,------,..._ ---64-J TOTAL 136,825 2U.98 .??o✓7 ~J,.J(JO .?77(} «:J(),177 70,723 75.J.J ~7/:J :186,71~ 35 /,tOSO i$<, ,.UZ 3179 3800 J.24.2 //5¢ 5.551 (; 887 /t7n 2.5+-I /5{;(; zzc, .34-7~ 24G3 1.3295 ' -I I I I ___ ,. . .. I I I ... ._, -!!!~ ,~,~ . SUMMARY OF Qt/ANT/TIES 011 ORA. I 7.3 /N.($//c'~.z I 651/30 . ~~ " ~ 'Jlinor Concr~te \i ~ ~"-~? 1-: "-: ~ ~ ~ ~ t-~ -..a --~-L~ ~-\: " Vise. C"ns/. -~ t NO 15 99 ITEM ~~ \I ~---~-~ II ~ \j ~ } ~-~ ~ ~ -~ q:: -~ ~ )\3' "') (Q 'g ~ \j ~~ ... s::~ 'II &bruor') Z8. l'l.ZZ ~ '\J ~ ~~ ~, {-:! ~ ~ ~~ \, Ii~ \ ~ ....... __. ' ~~ ~~ ~ -~ ~ ' " -~ J ~ l:J:t~~~ ~~ ~ !-)~ !-)~ ~'Q ~~ ~~~~ t . ~ . ~ ~ ~ ~-~ l \j \j -~ -9 ~ !:~ l !'i ' ~ t~ .t t \J ~ \.i'<'I ~~ \1 ~ ~~ tJ \j "" ~ ':.'\~ ~ -~ ~~ '9 ~ 1 ~~ \S Qi Ill \3 ~ ~ i \j "I .... ~ ~ ~~~ Lt'ICATlt'IN ~~ . \3 ~ ~ ~ \j J t ~~ :,,;: . q; ~ V) ~-~ "' ll -q ::i~j \J ~ ~ ~ ~ ~ ~ \j ~ ~ ~ ~~ ~-...:. "{ ~ '--~ q: \l~~ s. Y. S.Y. C. Y. C. Y. C.Y. C.Y. H7/1.J' 'Ton., LI: C.Y. C'.Y C.Y. £°fl. L.F. Ea. REDUCED PLAN USE SCALE BELOW h-et-wt?Y #4,1nhnt! /S,2()3 25.91 /4/4 287.9 2G29 /3.9.9 69.9 8958 t: ' ¥ :, I I , I 8n,nen C"nAt>t:/"r -c,, I _;_J 2355 ,I-// /0/ 507 167 2// /0.S /388 /S 3 INCHES 011 OfflGINAL PUN --------------------------------..__ ------------------------------------ lln?P(J,,.,V")I' Ct11'11'1. C-.3 6'.J~ 927 • 677 33,9 Jim,011r11ry C"nn. C-4 784 //50 84.3 42.2 ~ II #"d'A IJ"vA#' Coll«/.'Rd.· R11mp V-5 156.3 ZZ9G /595 79.7 /.3 /3 . ------------------------...... ----------------------------.._ __ -----,___ ------- Al. 8nshl St('.li,,n6{}n1Ktt-81►cl> St.) /307 /.943 /.976 98.8 2oz .N. /1,1.141 Sr( 81,cl, St~R,t:1 Nil/AH!f) 3.!~~ ~d2S 3ZOS /oa.1 /7.! 6.J I VAHK£RS --------------------------------------.....--,--------------------:ilwlolJ-r--------2S2Z .1S77 403/ 20/.6 -.,,~5 .!8 ZS TYPE ()I/ANT/Tr Bris/11/ St IJ,lovr G/7 80.! 595 .?9.7 l"'-ZA 45 . . . t9 ·,! 48 t'11m,ovs ti-.-223 ~/6 1+se 72,9 .?9 17 ,.(' .9 --------------------------------------------------------,------~------i-.-->--. R1t:IMWAY1. /027 /507 /409 7().4 /Z R~d /Iii/ Are. /J1J'"vr 6!!3 901 773 38.G G --x _ .1p,n~o,,1 H~ _____ .!/7 3/.9 238 //.9 7 TOTAL 102 1---------------------,-,--------------------..__ ------------- Lor,,,/ r-1"'--D4.o,1ts1'i,n .S' -------------------------------------~ -------------------->------- ---------------,_ __ -----------------------------,-------------------------------------- I . )( ~ I ---------------·-,-------------------------------------------1----------------- ----,__ ' --------------------------------.._ __ ----------,___ --------------------------1---- -- ,-, I f ------------------------------1--------------------._,__ ----· -------------,__ I I I ' ' )( - 051 -----,.. ------------------------------------------------------------------ TOTAL /.S,it?3 2355 303Z /~U-1 3.386 2~~§9 /4+/17 ,!J2d.l /4,U6 .924 28 42 /.9. 6.J' I , 99,t/ I I . I ! -•NW .-. ·--------.. ---------'-------------....:.:'-------------------'----'------- 41-0" 16d Cement coaled nai Is 2"1t4111t51-o"---.1 =o -----,I I = -1() ~ 2111t411 h----__., Filler 211x8111t41-0" Rails block 2'-3" 7/31/74 REDRAWN 41-611 FRONT VIEW END VIEW TYPE m PORTABLE TIMBER BARRICADE Rails facing traffic to be refleclorized. Where weight needed lo resist overturning by wind use sand filled bags. All timber lo be S4S. Use ~8" Machine bolls with nuts and cut washers. Use 16d Cement coated nails for fastening 211x811 horizontal board to 2"x4" vertical posts. I 11 " • 2" 11 211 6 11 b t • Use~ x5 Lag screws for fastening x4 spacer to x ollom suppor . 3/2O/75-REM. DIM.,ADD. WORD RAILS 8 REFLECT. NOT£ Edge of Pavement I 1-. • _ _:S_ho_u_ld_er ___ 11 I 0.33' 1 ~;,_1_0.111 ~1--Jc::=======~~-~-~-. ' ~ i Surfacing • l~0.12'min3' • I 0.171 DIKE 0.12 1 min./1 I Shoulder __ Edge .,. • 3' • 0.51 DIKE-TYPE A 0.51 DIKE -TYPE B PUBLIC ROAD INTERSECTION Variable R=1201 121 R=l201 R=321 R=l20 1 Edge of Pavement dhc,. nu.,,,c 1111"2,.i O[GIST[O[D CIVIL [OGIN[[O NO IIZIO Al'Pll<Mo March 20, 1975 REDUCED PLAN USE SCALE BELOW O I 2 3 I=, 1 . , 1 , 4 PRIVATE ROAD INTERSECTION 1--3 INCH[$ ON ORIGINAL PLAN --l -- 4?"': Standard double stripe by others. 0.33 DIAGONAL RAISED BARS 6' 1' ~ •' ~ I_:!_ 7 ~ I' ~mo a~ T-TRAFFIC BARS OOdRad.~ ~-~ O~Radt£45• w~ ·g1 0.25' ~.:1. --c:::::::,, f 0.081 Rad. ft CROSS SECTION SIDE VIEW CROSS SECTION SIDE VIEW TYPE A TYPE B RAISED TRAFFIC BARS NOTE: This plan sheet supersedes pion sheet A73-8 page 15 of the Standard Plans doted January, 1975. SPECIAL DETAILS TIMBER BARRICADE I RAISED TRAFFIC BARS, DIKES AND ROAD INTERSECTIONS SDA 73-9 en (, 511 Dia. thru (2 Places) Neutral axis TERMINAL CONNECTOR !"Tock welds at 3"spacing along ..-,::::;;;;=~::,.._ Diaphragms one side only. 2%'2 X IV91 Slots for Splice Bolts , .. i 4Y,(4Y41 I ~~41 , cb 45° I l ,..__1_2_¼J_'_' __ 1 ____ ,_a_" __ 1 2" ? Traffic See Note 2 l11Dia.x711long stud Threaded entire length Steel or Wood Line Posts Typical Post Spacing 61-311 Toper or Flore according to Plans 5~" 16 50' Minimum PLAN ELEVATION 61-6" SWAGED FITTING AND STUD 24" Dia. concrete footing 121-611 added for Breakaway Coble Terminal To occomponyplons doted ,&; ITt fPrtvtF;:t:;;;~.;ec11 ?; 17!1 REGISTERED CIVIL ENGINEER NO. 11210 _D November 24 1975 "+ Machine bolt w/cut asher on front foco at trol axis of rail. Neutral axis For 5/e on neut PL 3"x2 34''x Yz' Y41 weld all around SECTION A-A OPTIONAL DESIGN DIAPHRAGM TYPE TERMINAL SECTION REDUCED PLAN USE SCALE BELOW Hex nut for,- stud---_,--, 511Dia. thru (2 Places) .07911 Nam. (2 Reqd.) TERMINAL CONNECTOR l"Tack welds at 3"spacing along ~--.. .... Diaphragms one side only. = ,..._ N I I I I ·+-[fl I I I 12 11 B"x 811x 51-411 D.F. Post 3''Cable 51e'+ Carriage bolt w/hex nut and cul washer ======== ________ J 6°-311 5/a'+Mochine bolls w/cul washers on front face Total:8 d,J> Anchor Plate 2751Dio. hole ~ -1 r--1 -I I I I I 11 IJ 6 6 6/ I 2 3 l I . I I I -i ~ INCHES ON ORIGINAL PLAN --l Diaphragm Type Terminal Section See Detail A PL 811x811x~11 LL 1..1---u ,1 11 • 6 r,-~1'-~ri=-n Welded wire fabric-...!l-,-i--,, -~ l"Dia. stud 1~16 Dia. hole in ~• Plate Standard swaged connection for3f.4' coble ANCHOR PLATE DETAILS NOTES I. Used with Steel or Wood Post Guardrail. 2. For Trailing end of guardrail adjacent to one-way roadway omit Diaphragm Terminal Section. Next to lost post to be o Line Post. 3. For details not shown seo Standard Plans. NOTE: This pion sheet supersedes plan sheet A77-E.I page 28 and SDA 77-E.2 (letter doted 5/23/75) of the Standard Plans dated January, 1975. 1, 1 1 11 11 :1 1 , 11 11 SPECIAL DETAILS DIAPHRAGM TYPE TERMINAL SECTION L ... _-.r:':::. ~=-+....--:--24"Dia Concrete Anchors-----.~_::,t:,_1--_-_~.t=.-:.i Form socket In concrete to receive 8"x8" Post or place CABLE ANCHOR ASSEMB' 'Y (Two Posts Only) ~ I-concrete around 811x811 Post wrapped with I layer of l/4'thick L. CJ) 0 l> --.J ~ "" . (>J I'_ 1 DETAIL A PorllandCementConcreteFooling Typ. expandedpolystyrenefoomsheeting. (BREAKAWAY) ~ ___ 0 _____ R_w._._,/._'l._'3_/_7s_-_Wi_o_od_w_o_s_Tl_m_b_e_r._¾_'_'1t1_o_s_-¾_"_A_o_1_s_1_-r,_en_e_1t1_as_B_w_·1d._in __ a_e_r ___ 1_1/._'2_1_/_7_5_-_R_e_~_.D_ia_p_h_r._aq_m_t._'h_ic_k_. _1t1_0s_o_.,_o_a_"_N_o_m_. ___________________________________________ s_D_A_7_7_-_E_._3 __ ,:1_ • MAsre-.e ~_. .,.. J\) ---0 Horizontal brace with Truss rod moy be used as on alternate too Oiooonol brace END AND CORNER POST ASSEMBLY 2'-6" tor fabric less than 60" hioh 3'-0" tor fabric 60"ond over 6" or as specified or shown on detail plans (See note below) R/W I 't. I 2'-6" tor fabric less thon 60" hioh 3'-0" for fabric 60"ond over R/W 6" or as specified or shown on detail plans ( See note below) HEIGHT 6'ond Less Over 6' ,. Rroce to be removed ofter o II other fence construction is completed unless otherwise directer.I by the Engineer. Line post -· . 10' Line posts al 1000' moll. intervols broced and trussed in both directions except that this bracing ond lrussino may be omitted when the fabric is stretched by equipment 10' Type CL-4 ,.49" fabric Type CL-6 =72" fabric. TYPICAL MEMBER DIMENSIONS 8 1 MOK. Gate Panel LINE POSTS END,LATCH SCORNER POSTS BRACES ROUND ROLL ROUND ROLL FORMED ROUND ROLL FORMED ( 1.0.l H FORMED ( 1.0.) CJ GJ [] ( 1.0.) H G"J [] I 1/2" ,ve"J('~e 2"xl~4 2" 31/2x 3 1/2 2· ll 131,,· 11// IY2"J115fis 15,;Jl '"◄" 1314"x 1114" 2· 211,,"x 2• 2 • X 13/4 2 't2" 3Y2" x 3 't2" 2 't2x 2 1/2 ,'t,, • ,~·J(,5~• 2 6 15!a"KIY4" I 3/4"ll 1 '1◄• NOTES: OTHER HIGHWAYS HIGHWAY , . FREEWAYS NOTE: Offset to be 2'·0" at monument locations, measured at rt. angles to R/W I ines. Toper to achieve offset to be at least 20' long for CL fence and 24' long tor BW and WM FENCE LOCATION I. The above table shows examples of post and brace sections which may comply with the Specifications. 2. Sections shown in the tables must also comply with the strength requirements and other provisions of the Specifications. 3. Other sections which comply with the strength requirements and other provisions of the Specifications may be used on approval of the Engineer. 4. Options exercised shall be uniform on any one project. 5. Dimensions shown ore nominal Latch post RtQillertd Civil EnQlnttr No.8872 Approved _..:,A.:.,p:.:,r..:..:i1 __ 2=.2:..a.;, lc,=9...;.7..:6;_ __ 10' GATE POST FENCE GATE:. NOMINAL WEIGHT HEIGHT WIDTHS I.D. PER FOOT Up thru 6 1 2 112" 4.95 61-0"ond Over 61 thru 121 4" 10.79 Less Over 121thru 181 5" 14.62 Over IB'to 6" 24' Max. 18.97 Up thru 6 1 3" 7.58 Over Over 61thru 12' 5" 14.62 6' Overl21thrul81 6" 18.97 Over IB'to 24' Max. 8" 28.55 NOTE: Above post dimensions and weights are minimums. Larger sizes may be used on approval of Engineer. L NOTE: REDUCED PLAN USE SCALE BELOW I ~ 3 I . I I -t l iltCHES OH ORIGINAL PUN --1 This plan sheet supersedes plan sheet A78-7 page 29 of the Standard Plans dated January,1975. (See Standard Plan SDA78-B for Barbed Wire and Wire Mesh Fence details) SPECIAL DETAILS CHAIN LINK FENCE SDA 78-A ·- --------> t,,1.., I" t x I'· 2"H S bolls with woshe,s and nuts (galv) 112" Plate washer 9" I ---II.. -IL. J.L -"---JI Cl ----..&-....... _.Ll-- - - - -- -Metol Box-L_-_-.3---~-__,/ I"tx1!..1o"H S bolts with washers and nuts (golv I . CX) 9" a 1: ::•• ----r ---::= .= 11 j ::--~ 1 ~ This detail may be used for both ¢::::l Spacer ~::::::J~:p~t. ::::::::::::±::::::::::::~0tj~0!d the approach and departing ends ) I. l'-6" .l of structures on narrow roadways 4~211 .e..!,.Mi Toper 12 " Typ. I I 2" 8~" 2" .__ ....J.... -- See Note 2 ,·-o·t -.!. ... PLAN ELEVATION END SECTION DETAILS ------- ELEVATION IV4" • 2114" Slot ltd hol11 4-!lte" Sphc1 baits Typ. NEW OR EXISTING STRUCTURE WITH NEW GUARD RAIL I"♦1l 1·2"HSboltsw1th "d" washers and nuts (oalv) ,, .. Pl h 6" 9" 9" 2'-0"mox 1 ,z 011 was er i,-;:...-i---+--4~~=~-l r-. -, I'-6"m1n : I : f 1 - - -.----...3f ir ::-;, t--t-, I j , I " 11 u II I ' I I I __ JL _ _jj_ .ll-..U.- ------- C> 0 ' xi'· 10 "HS bolls with wash1 ~ and nuts (oalv l ---- For dtta1ls not noted 111 opposite end I I I I _L_...L PLAN I Metal Bax Spacer See Note 3 ll."1 a, c1 I • .!,_~ _.J_ ELEVATION STRAIGHT METAL BOX SPACER (See Note 6 l ( Use when approach guardrail is not tapered) { Locate post and block os required for smooth railing lone and grade Existing Metal Beam Guard Rail FOR ~~[ t'-4 • I 9" 31/i' l I I I I ,,,. .. ~11,"holt-"$-Lr' 2 Plate eLATE WASHER BACK SIDE OF PARAPET 1'-2" 9" ,,. 1'4" hole Plat■ PLATE WASHER FOR GUARD RAIL L REDUCED PLAN USE SCALE BELOW I 2 I . I I I 3 INCHES ON ORIGINAL PUN ::] Post siz11 and spacino os shown for Type I Flore on Standard Plan A79-A 4 -% "♦ Splice bolts 4'-0~" Metal Beam Guard R01I section Typical ,·-o·t 11/4' X 2'14' Slatt1d holes ,n both sections Cl D 0,108" Nam, • , 1 .. 0.108 Nam.• 4 -o~ long Metal Beom Guard B _ !lta"i Roil Splice bolts 0.108 • Nom. x 2•-0•Iang End Section NOTE: ~,.....__- . CX) I .. 11-611 .I Chlof, Trolllc Bro,lch Rtglotor..i Civil Er,Qint1r No. 11210 .... ,.ovco April 8,1975 . TAPERED METAL BOX SPACER (See Note 6) ( Use when approach guardrail Is lope red.) 9" g" Anchor bolts In 2 "♦ drilled holes filled with epoxy orout 1''♦1I!..4"HS bolt with washers and nuts (♦ • 1'-3"H S. boll with washers and nuts (golv) (oalv) , ,o·x 10"115' .. 4" L ·~ -D F Post 8"x8"x1!.2"D.F. Block Metal Box Spacer PLAN ci. I ~ __ _J_ ELEVATION GUARD RAIL ANCHORAGE TO WALL OR ABUTMENT FACE GENERAL NOTES I. These connection details apply to bridge rolls, abutments, retaining walls and other flat surface concrete objects. 2. End sections may be cut from alternative terminal sections or fabricated. 3. The 4'·0 "end section makes provision for a variable dimension 11d11• If the limits are exceeded at existing Installations the Metal Beam Guard Rall end section must be modified to flt. 4. Direction of tra fflc Indicated by c:::> 5. For post size and spaelno See Type I Flare on Standard Plan A 79-A. 6. When metal box spacer Is Installed, place l~"x5Nand l~"x4"plpt spacer, on 111 bolts passing through Interior of tapered box and I ~"x 511 plpt 1pactra on I II bolls passing throuoh Interior of straight box. ' 7. 611 x811 D.F. Posts and Blocks shown. W6x8.5 Site! Posts and Blocks may bt specified where applicable. IO"xlO" O.F. Posts and 811x811 D.F. Blocks shown. W6xl5.5 Steel Posts and T.S. 611x611x 11-211 (0.187511 thick) Blocks may bt specif ltd >. where applicable. (See Std. Plan A77-C.S.) 8. Terminal Sections will not be Installed on trailing end of guard rail placed adjacent to one way roadways. When terminal section is not installed,use back-up plote.(See Standard Plan A77-CS or A77-CW) 2·-0·Iono End section Sit Not■ 2 PLAN 3'-2" SECTION A-A This plan sheet supersedes pion sheet A79-C.5 page 32 of the Standard Plans doted January, 1975. SPECIAL DETAILS GUARD RAIL CONNECTIONS TO BRIDGE RAILS, RETAINING WALLS, ABUTMENTS AND OTHER FLAT CONCRETE SURFACES END SECTION DETAILS EXISTING STRUCTURE ANO EXISTING GUARD RAIL 4/8/75 -ADD. NOTE 8 SDA 79-C.6 en 0 )> -.I <D I C") en 14 II hoops i 12 (See Sec.B-B) Totol-3 1t4 bors,Totol-2 tt 4 hoops tJ 1211 •4i 611 2'-0" ( showing small pipe) SECTION 8-8 2'-0" T 21-113/a' Min. or outside dio.+3""' TYPE G2 IT I. 2'-011 Bottoms not reinforced SECTION A-A TYPE GI T "c"will vorywilh different lict ~-Match curb type grotes,curb types,box 'i:j ~ g Type D shown width and wall thickness 41 >-.a c. t 5 Some slope tt4 ~ 6 ~ .E O as gutter ti 4 Totol-2 ~~=~:,.,,..___. J: co : ~;.l===~i==r1 114@18~ t- co I .r I . 2'-11318 Min. Jr~ or outside dio. + 311 "' SECTION D-D I I- r.1 I I I I I I Grote I Type I I I 18 or -C\J I I 24 ---- - I ------L_ ---- j,T I 2'-11310 Min. ITJ or outside dio. + 311"= TYPE G4 otch curb type e A shown Some slope as gutter T SECTION C-C i:1. 2'-011 !Tl TYPE G3 -C\J I- I- '=\ I I ~ 1' II .~, j_/ l 5 /10/ 74-REDRAWN 3/20/76-REV. STEPDET. 8 NOTE 4 pe E curb only Some slope utter IJ.I 2'-o" .IT I SECTION F-F -r. ---:7 : .L -l' ~ --. I- rL ~~ ~ I I I I Grote I Typel8 I I I I I .... - I.TI 2'-o" .1:i:1 TYPE G6 Match curb type Type 82 shown =m ,;f, --_, C\J I- 1'-7" Some slope j " • 1/ as gutter ,c 0 ~ -0 u: -· ID ·co I.TI .. 2'-0" .II.I SECTION E-E I-r I I I 1 c(I) I --~ I = I I ·1 -C\J I I I L I-. I.T.j , 2'-0" IT., TYPE G5 T= 611 T= 8 11 l,E, "!)1'2,0 ~t"· 314'+ Steel step,golv. CHIEF PP.OJECT DEVELMENT llflANCH ~CGISf[R[O CIVIi. [HGIH[[II NO.IMl7Z STEP DETAIL 1 ...::0:..:u:.:..te::..:.r--i-_3_3_V4,;_"-l~ 2¾7 ~ 1/,i' 1;41 Face 1;41 ~j 1;411 Face JOINT DETAIL tt4 bars lopped from sides SECTION G-G H 81-0"or less 81-l11 to201-011 -'oints in morto I-- T 6" 8" ALTERNATIVE REINFORCED BOTTOM ~ \ / ~~ j,T I, 3'-o" Min. • IT I or outside dio. t 311* ALTERNATIVE HALF ROUND BOTTOM J: (See Notes 4 and 9) or 1"♦ Steel step ul'ltov[o March 20, 1976 (See Note 4) GENERAL NOTES I. 11 H11 is the difference in elevation between the outlet pipe flow line and the normal gutter grade line undepressed. 2. For 11T11woll thickness, see Tobie, 3. Woll reinforcing not required when H= 8'or less and the unsupported width or length= 7'or less. Walls exceeding these limits shall be reinforced with 114 bars 618 "• centers placed 1~2• clear to inside of box unless otherwise shown. 4. Steps-None required where"H"is less than 30inches. Where NH• is 30inches or more, install steps with lowest IU'lg 12 inches above the floor, and nighest rung not more than 6 inches be top of inlet. The distance between steps shall not exceed 12 inches and shall be uniform throughout the length of the wall. Place steps in the wall without on opening. Details shown apply to both metal and concrete pipe. Pipe(s) con be placed in any wall. Curb section shall match adjacent curb. Basin floors shall hove wood trowel finish and a minimum slope of 12:3 from all directions toward outlet pipe. 9. Galvanizing-See Standard Specifications or Special Provisions. 10. Cost-in-place or Precost alternative is optional with contractor, 11. Set inlet so that grate bars ore parallel to direction of principal surface flow. 12. See "Standard Grote Details" D77-A a 077-B Grote and Frame Details and Weights of Miscellaneous Iron and Steel. CONCRETE CUBIC YARDS. H= 3!..o" to 0'-o"(T=6" H= 81-111 to 201-011 T=811 Type H=3'-0" Additional H= 81-I" Additional P.C.C.per ft.(C:f.) P.C.C.perft.(C:V.) G-1 0,95 0.220 ( I ) ( I ) G-2 1.25 0. 257 3.45 0,360 G-3 1.03 0,220 ( I ) ( I ) G-4 1.27 0.257 3,48 0.360 (2411) G-4 ( I 811 ) 1,30 0,257 3.50 0.360 G-5 1.02 0,220 ( I ) ( I ) G-6 1.04 0.220 ( I ) ( I ) (I) Maximum allowable height 61-0''. Tobie based on a" floor slob. No deductions ore to be mode to these quantities because of pipe openings, different floor alternatives or different curb types. NOTE'. This pion sheet supersedes plan sheet D73-II page 49 of the Standard Plans doted January, 1975 20dio.lop~ T 3'-o" Min. T ,~====~ or outside dio. + 311"= TYPICAL SECTION (INLETS PRE CAST IN SECTIONS) t= REDUCED PLAN USE SCALE BELOW I 2 3 I I . I I I ::J 3 INCHES ON ORIGINAi. Pl.AN ---__ !....'.,_ __ _...:..t __ _ SPECIAL DETAILS DRAINAGE INLETS SD73-12 en 0 -.J (JJ I -I\) -x------f \t) () )( Ill rT Z3 t jg i Q. IIJ N I al 0 'j ~8 ~ :::> Cl) 13 Ow-i ~~ "' oli )( JOttM NO II H I- cl-: 0 _1 (\J r .. , r - - - - - - - - - -_J :~ L_ - - - - - - - - - - --, HF:Y'· -=-1;,=2-:..,' s=-,=-~v=--e=--b=--~=1-=,s-=-=-=licll ,)\;,, l;::L=-~-=--=--=-=-=-=-~-=-=-c:1~~ and lockwoshers 1 1 Grote Type 18 0 w'U ~ PLAN TYPE GTI I- t ' n= J: 1• ,1 )!: 11) :§-g.o "' .. c,, :, :, C U ·-C I-5 a,£ u.C·- V) 3: 3: PLAN SECTION G-G TYPE GO Match Curb Type 11-711 Edger !l-~c=--ir-1 Finish 1" >C 0 Min. ~ ::c: ·o _, (!) . .. .. co T SECTION B-B Some slope as gutter 1" SECTION D-D >C 0 ~ ::c: : 0 _1 (!) -----------------------------.--, ------------------' 0 1;2' Stove bolts r.l and lockwoshers-< ; (Grote Type 24 0 ~ '~ -... _1 IT 1-w= 2'-113/a' I ~ PLAN TYPE GT3 .1 T.I 9" r------2 X 2Xt4 1..U :N 90" l1/l611hole 211 in face L Nut tight on r,-T~.;;.-.:;::: lost threod--2.--....,, ngle to suit urb Face Batter dger Finish Height gl6~L21'/." 21'/." l,11 :T ,.--i;2'+@3O"± _,.,.J 1/2♦ Stirrup FACE ANGLE ANCHOR DETAIL See Section X-X SECTION F-F :(I) 116 Protection bar r"+rod threaded 311 0n top end Edger Finish PROTECTION BAR DETAIL (See Note 6) 31-11%" Tooccomponyplonsdoled Februar 28./977 o7 tJrci 7 3 _ -R 4. 6/,<76.Z 71 /3tJ U/c~ CHIEF, PROJECT DEVELOPMENT BRANCH REGISTERED CIVIL ENGINEER NO. een mt0v10 March26,1976 GENERAL NOTES I . "H" is the difference in elevation between the outlet pipe flow line and the normal gutter grade line undepressed. For "t."wall thickness,see table A. Woll reinforcing not required when Hz B'or less and the unsupported width or length :7'or less. Walls exceeding these limits shall be reinforced with 114 bars ff 18 ""'centers placed Jl/2"cleor to inside of box unless otherwise shown 4. Steps-None required where"H"is less than 30 inches. Where "H"is 30 inches or mare,instoll steps with lowest rung 12 inches above the floor and highest run11 not more than 6 inches below lop of inlet. The distance between steps shall not exceed 12 inches and shall be uniform throughout the length of the wall. Place steps in the wall without 11'Stove bolts and lockwoshers (Place between grate slots) Totol-4 ~ I{') I "' (!) 11) I ~ E I :CX) L3Y2'x3"x11,i'' ~ <t 31{'x1/~' 5. on opening. When shown an the project plans, Place a tt 6 protection bar horizontally across the length -I') SECTION X-X TABLE A H T ... ¢? I : '.It L4"x3"x 1;,i' -I') t<)-...:: • : ~ I I I V2' • 3;4' + Holes required ~ only with trash rock. Bar of the opening and bend bock 4"into the inlet wall on each side. 6. Curb supports shall be evenly spaced and minimal in number such that maximum span of unsupported curb is 7'. 7. Pipe(s) con be placed in any wall. 8. Curb section shall match adjacent curb. Face Angle(See Anchor Detoi # 4 tt 411 Staggered Variable depending on curb type-. 81-O"or less 8'-1" to 2O'-o" 6" 8" , .. GRATE FRAME DETAILS 9. Basin floors shall hove wood trowel finish and <.: a minimum slope of 12:3 from all directions c J: (X) u :§-g.o "' .. 0,:, ::, C U •-C 0 Q)= u.C·-v, 31 31 For Curb Bolter and Curb Height see Tobie Vor.(O.11 Mox.depression in shoulder location) k to be used a ollotions only 4'-9" SECTION A-A 15," 35," K ,8 x ,8 eys I-I- : (I) -Ji&} ~ I (\J PLAN TYPE GOO C Match curb type TypeE shown ' " I I 3'-o" I I ,T, T, SECTION C-C ::c: co Curb Type A-6 A-8 B Dike TABLE B Normal Curb Curb Bolter Height 6" ,112' 8" 2" 6" 4" 6" 3" a T+7Vi' T+7" T+ 511 T+ 611 IO11far611wall 12" for 8"woll b 12 112' 12 10 Match curb type pe A shown r. depression C =~ '-o" rir, r - - - - - - - - - - -~ ;: i-- - ----- - - - --, : :: i I I : 11 I : I 1111 I ~ ~------------~ ~-------------l""!t"oT'""'V-2'~S=to~v~e~b~o~lt~s ~-n-ri1nr~G=-r=-o=-te=-T=y=p=e=,0==At-t F and lockwashers cL.. PLAN TYPE GT2 3'-o" u 1" J' Min. ::c: SECTION E-E 6/6/74-REDRAWN 3/26/76-REV STEP DET 8 NOTE 4 -, Key ... 3;4'+ Steel step, golv. STEP (S 17 eNotes4and 10) orl ~Steel step ALTERNATIVE toward outlet pipe. 10. Galvanizing-See Standard Specifications or Special Provisions. II. W= 2'-113/13' for one grate. Add 31-53/a" far additional grates in tandem. 12. See "standard Grote Details" O77-A a 077-8 for Grote and Frame Details and Weights of Miscellaneous Iron a Steel. 13. See Standard Pion D78 for Depression Details. DETAIL (See Note 4) REINFORCED BOTTOM 14. Full penetration butt welds may be substituted for the fillet welds on all anchors. = 14" long 1------1:ir TRASH RACK (For use with pump installation) r n, r------------1 ;:~-----------, : I •I I I I I I I ------ iO 1;2' Stove bolts iP C and lockwoshers< ,[role Type 24 : or 18 I lo t 10 -= L.Jt....1 IT 1. 1 w=2'-1131a' .1. {g,rl> PLAN TYPE GT 4 Type GO GOO GT I GT2 GT3 GT4 15. Standard square ,hexagon, round or equivalent headed anchors may be substituted far the ri~ht angle hooks on the anchors shown on this pion. CONCRETE CUBIC YARDS H=3'-O"to 8'-O"(T=6") H=81-l11 ta 2O'-O" ( T=811 ) H=3'-O" Additional H=8!..J" Additional P.C.C.per ft.(C.Y.) P. C.C. per fl. ( C.Y.) 1.24 0.245 3.39 0.346 1.62 0.322 4.36 0.446 1.74 0.348 (I) (I l 2.11 0.385 5.40 0.5-"° 1.73 0.348 (I) ( I ) 2.18 0.385 5.41 0.530 (I) Maximum allowable height= 6 1-O" Tobie based on 811 floor slab, no deduction for pipe openings,ond curb type giving highest quantity of concrete. No deductions or adjustments ore to be made to these quantities because of pipe openings,different floor alternatives or different curb type. NOTE: This pion sheet supersedes pion sheet D74-12 page 50 of the Standard Plans doted January, 1975. SPECIAL DETAILS DRAINAGE INLETS S074-13 ., ' ,,, Note to Designer Redwood cover used where there is no possibility of wheel loads Otherwise use Type GCP inlet. One or more wall openings can be used. Location and number as ordered by the Engineer. Dia = 42 .. t Opening may be cast in pipe -~-----l Optional Splice SEE 20d galv. nails clinched on the underside I~" Checkered ft cover common to CSP and cone. pipe 1/4" Checkered R. DETAIL 11F11 Tock weld 1811 "heat -treated n to lug and r(See Note 10) 3"x 1, "b DETAIL ,2 ors "H" Type 36R Grate SEE 39" R d d DETAIL"i=:"----"-=---I /SEE e woo cover I ,, DETAIL"G" 2"x 611 Redwood 211 Redwood top Peen end of eyebolt Dia pipe + 16 11 SECTION 8-8 SECTION A-A TYPE GMP TYPE OCP or OCPI ( See Note 9) WITH REDWOOD COVER Cast I "x 21,'z' slot in fipe Place pipe so bars o A-_..ofc-J .... u~..1-~u .... u~..1..,...u .... ,..,.... .... ~.1,.; .... ~,...,,,.~ grate will be parallel with main surface flow '-'-"----~-----_._. (See Section B-B UPPER PART OF for bottom design) SECTION 8-8 TYPE GCP WITH GRATE Weld .. . • ... ~ DETAIL 11 G11 rt;:;::...., '.J,4-w::J.~ c_ ::u:___,=t 1811 of 1/4" heat· treated chain ( See Note 10) DETAIL 11H11 SECTION E-E 2112" X 3/9 11 Rails n l======ttj ' =o ·o 1•-411 I t H===m=in=. =~] :~ 0 Grind all exposed corners KJOCC0npony plans doted Eebruar,v 1/4" Radius ,._,., M,1~1-To1a1 Pro,ect 611 x 1/4" x o'-6" R.. Washer with 7/a"• Hole 4.6 R6.2 Brackets 1W, 10' Ctrs Mox. 41/2'' x 1/4' Bent Plate fy9"0 holes in bracket and roil for 1/2" bolts CHIEF OFFICE OF PLANNING ANO DESIGN RfGIST[R[D CIVIL [NGIN[CR NO 8872 ,.,.P~ovco_.:..:.;M:.:::.a:.::rcc:..:.h.,,::2:.:::6c..:lc:::9...c.7-=-6--- Q G',Ev. 3/2611€) I, 2· Holes slotted 5/s" x 1" for ❖ ~~ • GENERAL NOTES Ladders and Steps-None required where "H"is less than 30 inches. Where "H"is 30 inches or more, install steps or ladder with lowest rung not more than 12 inches above the floor and highest rung not more than 6 inches below top of inlet. The distance between steps or rungs shall not exceed 12 inches and shall be uniform throughout the length of the wall. Place steps or ladder in the wall without an opening. ❖ _ ;.[ti'' Bolts ❖ jN ~ ~ 2. Ladder may be constructed in one length at v =:t contractor's option on R.C. P. Riser. 'J 2-Holes fVa''3 :! for 1/2''' Bolts • On C.S.P. Riser, connect ladder splice plate so joint con compress 1/2". Ladder splice plate to be connected with 112"11 bolts with double nuts. 5. Inlet pipes shall not protrude <REV.3126176! into basin. 3;4'+steel rungs,golv. (See Notes I and 7) 6. Except for inlets used for junction boxes, basin floors shall have a minimum slope of 12' 3 from all directions toward outlet pipe, and a wood trowel finish. or 1"+ Steel rungs (See Note I) 2 11X 3/15' X 0°-2 11 R.. washer 7. Galvanizing: See Standard Specifications or_ Special Provisions. 8. See "Standard Plan" D77-A and D77-B for Grate and Frame Details and Weights of Miscel loneous Iron and Steel. 9 Designation of Type OCPI or OMPI Pipe Inlets on plans indicates Trash Racks are to be furnished LADDER DETAIL 10 and installed on a 11 side openings. Chain to be provided when specified. I I. Calk seal with pliable mixture of sand, portland cement, and emulsified asphalt ( Mixture of Drill or cast holes to suit 3~••steel step,golv. and grout step in place (See Notes I and 7) I rort portland cement, 3-5 parts sand, and llr.:: ports SS I emulsified asphalt.) 112"11 11/2Nx 3/sN SEE DETAIL "A' SECTION C·C (See Section A·A for bolt om design) TYPE OM P or OMPI (See Note 9) WITH STEEL COVER l&i" Checkered, ft 3ts" Rivets, Spot Weld or Tock Weld at Va points or better DETAIL 11A11 ©-3ts" Rivets, Spot Weld or ______ . ___ . __ ----3, Tack Weld at f' Its points or better SECTION F-F DETAIL 11 811 '. 6" Diameter Base TYPE 001 Pipe Riser 31-611 Diameter Base TYPE 001 BASE DETAIL FOR PIPE RISER CONNECTION or 111 + Steel step 5/91111 Holes for SLtep ..l.=C\J (See5viNElo'•='~;i CT = -,-t'l t'l ' - '~ -,.,., ❖ Step pipe wo Plate 1/2"' Bolts Nole: Galvanize after fabrico t ion. (See opening <~•• Note 7) 21/211 X :its" X 1°-011 ~~/~ R.C.P. RI SER C.S.P. RISER STEP DETAIL ~ ~ ----Drill 11111 holes in CP; cast or drill 11111 holes in cone. pipe for 1/21111 moch. bolts, cut washers. DETAILS OF TRASH RACK FOR PUMPING INSTALLATIONS USE INLET TYPE OCPI or OMPI NOTE: This pion sheet supersedes plan sheet D75-11 page 51 of the Standard Plans dated January, 1975. SPECIAL DETAILS PIPE INLETS 6/25174 REDRAWN 7 /7 / 75 -f!_EV 8 ADD. DIM8 REF NOTE, REM STD. END FIN/Sf/ 8 WORD 'PUNCH' 3 /26 / 76 -REV LADDER DET STEP DET NOTES 18 5 S075-13 • ------------------------- CJ) 0 -.J 01 (>J ,+--'---------~- I -36"•c SP Some thickness os riser Drainage Inlet { See Note I.) I I Cross Drain Woll Thickness Cross Dro1n Woll Th1ckne~~---( 8"M1n) 1 1 4 Hoop_ 14 C@6"! lr4@12"t. RC P,pe R,ser 3'·0. See Note 6 ut ond bend p all pipe rein! Io"m1n RCPonly. 8" Min) 1 •4 Hoop 4~12"± Bend up pipe 14 c ._16 .. (. long1t rein! R C.P. only. SECTION A·A s,m,lor to those for ,eale S RC Pipe Riser ,S · ()0 QI q 7 -'"---tibal------ 30" M,n or D See Nole 6 RC orA.C. Pipe Drain. WITH 3611 R.C. PIPE RISER WITH 3611 PRE-CAST RISERS R.C. OR A.C. PIPE DRAIN WITH 3611 C.S .P. RISER C.S .P OR STRUCTURAL PLATE PIPE DRAIN 3/26/76-REV. LAOOER OET. 8 ADO.NOTE 8 .... (I) 1/) ii: R .C. P. or A.C.P. Cross Drain ••• 0 l"-........ ~C.S.P. Riser I2"Min. ../ Diameter of Slip Joint to be 3" greater than diameter of riser. Pocking of suitable moteriolbOokum or asphalt soaked urlop. R.C.P. or AC.P. Slip Joint. ~-'1-::::::c,C.....,..LUse Epoxy resin -=-----=---1 adhesive {Stole Specification 741-80-43) for bonding slip Joint pipe lo cross drain. F.L.Elev. WITH 3611 C.S P. RISER ALTERNATIVE COLLAR DETAIL • ' .1' C.S.P RISER FOR DRAINAGE INLET ;!:; . § ..J >, 0 n. .... (I) 1/) -N c ii: ~ • ,v .. Drainage Inlet (See Note I l •---C.S.P. Riser 12" Min . C.S.P. Slip Joint,dlameter to be 3" greater !hon diameter See Note 6 of riser. Packing of suitable material,Oakum or asphalt soaked burlap. Rein!. ond dimensions nol shown • similar to those for RC P,pe Riser ~~---r------------- WITH 3611 C.S .P. RISER Fill with grout • 4 •• ..... ; . I,'z'xlO"galv J bolts Total:4 DETAIL A ID c ~ Watertight weld i" • Holes C.S.P. Cross Drain C.S,P. RISER FOR DRAINAGE INLET GENERAL NOTES I . Structure al top of riser may be any standard drainage inlet, round grate or manhole. 2. Galvanizing: See Standard Specifications or Special Provisions. 3. Ladder may be constru~ted in one length at contractors option on R.C.P. Inlet. 4. On C.S.P. riser,connect ladder splice plate so joint can compress 1/2" 5 . Ladder splice plate to be connected with V2't bolts with double nuts. 6. Use Epoxy resin adhesive (State Specification 741-80-43) for bonding concrete collars to A.C. Pipe. 7. Pay limit for 36"risers to C.L.of cross pipe. 8. Ladder-None required where"H"is less than 30 inches. Where "H"is 30 Inches or more,lnstall ladder with lowest rung not more than 12 inches above the floor and highest rung not more than 6 inches below top of inlet. The distance between rungs shall not exceed 12 inches and shall be uniform throughout the length of the wall. Place ladder in the wall without an opening. ----------------------·-· ---·---·- 1//hOle ,n brockel • 0 To accompany plans dated Ee b ru a,-,v 21{, 19 Z 2 • r:;Jt;~r;;t;:;:·~ 1-,r?~t -;~· • CHIEF ,PROJECT DEVELOPMENT BRANCH Q•Q 1,tf•fCI • t ,q•"ff• "'° 8872 ........ March 26, 1976 6"x ~410°·6" ~ Wosher with 7/e • Hole Brackets@ 10· Ctrs Mox 4 '12 x '/4-Bent Plate %0 holes ,n bracket and ra,I for 'Ii 'bal!s 2 • Holes slalled !>/a X 1" for '12. Bolls 2 • Holes !>;; • far 'Ii' Bolts SPLICE PLATE .J,.~.1 "'@ ... -T •' 2 1/; X % X Q'-IQ" 3;4'+steel rungs,galv . (See Notes 2 and 8) or r"+ Steel rungs (See Note 8) LADDER DETAIL L NOTE: REDUCED PLAN USE SCALE BELOW t 2 3 I . I I I ---f 3 INCHES ON ORIGINAL PLAN ~ This plan sheet supersedes plan sheet D93-8 page 71 of the Standard Plans dated January, 1975. SPECIAL DETAILS DRAINAGE INLET RISER CONNECTIONS S093-9 REIi M/1.STE?. I ,..-'i en 01 U) (.>J I U) j I\) X l w -:J PLAN END VIEW llC dimension shall be as desired by manufacturer Tongue end on Inlet section. Groove end on outlet section. and will be paid for al the price paid for concrete pipe. 1 • c• .. D .. :· : . -. ·•· .. · . _j_ 1::1-~-.. ;:-=· ·=· ;:::;:, .:c· -;;:· -::-::::.-;:::; .. ::-::::-·::=::::;::::=:::;c __ =if-;. f- Limit of payment for plpe,structure excavation and structure backfill Structure excavation and structure backfill Included In price paid for flared end section. SECTION X-X • 4 • - : •.... -(\J :·~(:·.•·: - P~fl 12" 18" 24" 3011 3611 42" 48' 54" MINIMUM DIMENSIONS A B C• D E 4" 2" 2'-011 21:-011 9" 2½" 21-311 3'-o" 9Yz" 3" 3'.7'rz' 4'-o" 1'-0" 3½" 41-611 5'-o" l'-3" 4" 51-311 6'-o" 1'-9" 4 Y?" 51-311 61-611 2-0" 5" 61-0" 7'-0" 21-311 5½'1 51-511 71-611 PRECAST CONCRETE FLARED END SECTION TYPE A Construct P.C.C. Cutoff Wall (DL y -)----_-_-_-_-_-_-_-_-__ _ l fl) d: a:o ,---- PLAN (See Note 6) w END VIEW ~ C dimension shall be as desired by manufacter Slope ... II) --D -... ... 0 -.. (\J Tongue end on Inlet section. Groove end on outlet section. and will be paid for at the price paid for concrete pipe D .. <f 1-~-:l•'::..· ·-::..-.--.... -~.""'--,-=•':.. .. --,.:._--.. ..t··;:.,.•-·"--•.~.:.;,,::-~.:: .. ;r·z:, z::;~;:j,...... Limit of payment for pipe, structure excavation and structure backfill Structure excavation and structure backfill Included In ~ice paid for flared end section. SECTION Y-Y ~ i~. 1211 1811 24" 30" 3611 42'1 48" 54" MINIMUM A B 4" I¾" 9" 2" 9Y2" 2Y211 11-011 3" 11-311 3o/e" 11-911 33,'-" 2'-0" 4V411 21-311 4%" DIMENSIONS C* D E Slope 1'-10" 2'-011 2'-111 '5-0" 31-611 4'-o\' .. II) 4'-5" 51-0" --D 51-211 6'-o" ;;:: ~'-3" E-1-611 ... 0 6'-o" 7'-0" -.. (\J 51-611 61-1011 PRECAST CONCRETE FLARED END SECTION TYPE B (See Note 6) 7/31/74 REDRAWN l//18/75-ADD.NOTE 7 CONNECTIONS WITH ANNULAR CORRUGATIONS 12"Connector Section available for all sizes. This is the only connection available for 6411x4311 thru 83"x57" pipe-arch. ----w-----i PLAN H .. .. r:L _ ~•~ __ _T~e_ ~l~tJ __ J 8"1° ~---W min. ..1 Toe Plate shall be sec1.1rely attached to the skirt (See Note 4) ELEVATION NOTES CHIEF, OFFICE OF PLANNING ANO DESIGN REGISTERED CIVIL ["Gl,.HR .. 0. 8872 u~Rov£o November 18, 1975 I. All 3pc bodies to have 0.10911thick sides and 0.13811thlck center panels Width of center panels to be greater than 20% of the pipe periphery. Multiple panel bodies to have lap seams which are to be tightly joint ty 3/a" 0 galvanized rivets or bolts. 2. Reinforced edges to be supplemented with galvanized stlffenor angles for the 6011 thru 84"round, 77"x52"and 83"x57" pipe-arch sizes. The angles will be 2"x2"x Y.,." for the 6011 thru 72" round, 77"x 52"and 83"x57" pipe-arch sizes and 2 Y;'x2 Ytx 14" for 78" and 84" round. The angles to be att~ by '¥a' 0 galvanized nuts and bolts. 3. Angle reinforcement will be placed under the center panel seams on the 77"x52" and 8311x57" pipe-arch sizes. 4. Galvanized toe plate to be avallable as an accessory when specified. ALTERNATIVE CONNECTIONS ..C'° Earth t•P• OS Req,lred 5. End of pipe to be finished with annular corrugations to conform to flared end section so that no leakage results from the connection. Other designs may be used with approval of Minimum I' stub-Connector to be helical or annular as required (See Note 7) the Engineer. PIPE DIA. I?" 15" 1811 21" 2411 3('/I ~I IJ.'7' 4R1 5411 60" 66" 72" 78" R4'' Limit of payment for pipe, structure ------~---~ excavation and structure backfill. K,_.. __ Skirt CIRCULAR Pl PES Structure exavation and structure backfill included in price paid for flared end section Toe Plate if required by special provisions. (See Note4) TYPICAL CROSS-SECTION PIPE-ARCHES 6. Contractor has the option of using either Type A or B "Precast Concrete Flared End Section11 • 7. For 12" thru 24" helical end section connection, a dimpled coupling band attached to the metal end section by galvanized rivets, bolts or one Inch long shop tack welds spaced at some intervals as dimples may be used. See Standard Plan D97 A. ' (I) ' DIMENSIONS-INCHES INCHES DIMENSIONS-INCHES I REDUCED PLAN USE SCALE BELOW Thicknes• A 8 H 1 w I~ Max I~ IV?~ 2t tThick--/1 B H I iSPan Rise I~ Max I~ 11/?, ()oi:-4" i; 6 i; ?I ?4 21 15 0064" 7 10 6 23 0.064'' 7 8 6 26 30 24 18 b.06411 8 12 6 28 0.064'' 8 10 6 31 36 28 20 !0064' 9 14 6 32 o.lihd'' 9 12 6 36 42 35 24 007911 10 16 6 39 0.06411 10 13 6 41 48 42 29 0.079 12 18 8 46 0.079' 12 16 8 51 60 49 33 0.102'1 13 21 9 53 0.0791 14 19 9 60 72 57 38 0.102' 18 26 12 63 o 1nQ" lfi ?? (I i;q 84 64 43 0.102" 18 30 12 70 {'\)()9" 18 ?7 I? 7R 90 71 47 0.102" 18 33 12 77 0.10911 18 30 12 84 102 77 52 0.102' 18 36 12 77 0.10911 18 33 12 87 114 83 57 0.102" 18 39 12 77 0.10911 18 36 12 87 120 010911 18 39 12 87 126 0.109" 18 42 12 87 132 I0.10911 18 4"-12 87 13R FLARED END SECTIONS FOR C.M.P. CULVERTS w 2~ 36 42 48 60 75 85 90 102 114 126 138 NOTE: t:: I 2 3 ~ INCtt~S ON ~IOIN:L PLA~ ::J This plan sheet supersedes plan sheet 094-5 page 72 of the Standard Plans dated January,1975. SPECIAL DETAILS FLARED END SECTIONS SD94-6 CJ) 0 U) ~ I en Ends of tw be placed In Ii at same angle taper of wedge i ]~ 0 0 Wedge and Straps ~4-'::.....,...---!_ Spot welds 8 Spaces as required to fit the helix angle 0 0 0 0 0 0 0 !ID 0 0 0 0 0 0 0 Dimension A; 711 Min. between dimples as req'd. to fit the helix angle = .... NI ~-=:J..~ SECTION THRU DIMPLES Spot welds shall develop full stren(Jth of strap ll[GISTEIICD CIVIL [NGIN CCII NO. 117Z Al'l'IIOY£D November 6, 1974 REDUCED PLAN USE SCALE BELOW t:: I 2 3 ~ INCH~ 0~ ~IGIN~l ~ -=l 2%" 4! ;;.'-===M=in=. ==-==-•~1 M Bend for ,-lb======~!i!S:::!!!~::!!!:====--' coupling closer ( ) II I II STRAP 3 Reqd. 0.079 x 2~ WIDE,Galv. 1i 1112 in 12 max. aper : 1''1 • 12 • 3 in min. -------iJ~I [ 2011 approx. I WEDGE 0.138 11 Galv. c:::: ____________ ] ALTERNATNE TYPE WEDGE 0.07911 Galv. FOLDED 180° AND FLATTENED Spot welds in strap only "rl':>-::::::0....Spof welds, cs=;:::~"4..:.-:J strap to coupllnc;a band . STRAP DETAIL UNIVERSAL COUPLING BAND CONNECTED WITH WEDGE AND STRAPS FOR USE ON C.S.P. THRU 3611 INCLUSIVE Acceptable alternative for Universal Coupling Bond used on C.S.P. thru 3611 Inclusive as shown on Standard Plan SD97-A and on D97-A.I of the Standard Plans doted January, 1975. SPECIAL DETAILS C.S.P. COUPLING BAND DETAILS WITH WEDGE AND STRAPS M~S/.2 Note 4 [J _;. I I Note 5-· ABUTMENT DIAPHRAGMS 1.L:Q: cJ Note 6 "" : typ. ....------4--1---...1 -----l ONole 6~ 2-"'6,0 _./_4-____ ..-.,_ DETAIL 0 Note 6 ,----------.!. I /----1 I I I I I I I I I I I I DETAIL U-3 2·"5-+-----.. I--___ I : :....-see Detail U-3 6'typ. ~,\~~- I I , ____ J ____ --;i L_ ___ ------7 2·"66 2-"5 INTERMEDIATE DIAPHRAGMS AND HINGES Stirrups same shape as ad}Ocent stirrups. Note 6 r DETAIL U-5 AT INTERMEDIATE DIAPHRAGM ---"-==--~=-= ',', ,6'typ. "5@/2max.~,~~-'>~-~ ~Note 10 * Omit "5 l...:l when .,-• . Y = less than e•. • •? 1 'l-4 fillet ~ BENT CAPS irrups same shape Stirrups same shape as adjacent stirrups. adjocent stirrups 1!6" 6 Note 6.-- DETAIL U-7 NEAR OR BETWEEN COLUMNS t ---+--Nole 5 ---4- 4 'Iii let· --:_-:_t_-:_-=:_ _ ___,.__.'"'"'-_.._-'-_,_ DETAIL U-8 •a, 9 ~NOTES: AT COLUMN • "'5n2mox.t--b--l '>( 1~_Q_ 6"typ) DETAIL U-6 AT HINGE For future utility opening dimensions not shown on Project Plans use : @ = 0 D or /!6" min. , whichever is greater . @ = 1/3 D or 2!0" min. , whichever is greater. L REDUCED PLAN USE SCALE BELOW I . I ~ l INCHES ON ORIGINAL PLAN j I. 2. 3. The exact location, elevation, size and direction of openings shall be in accordance with the Project Plans ond as directed by the Engineer. Girders not shown. See Project Plans. All rein! detailed to be placed in addition lo rein/. shown on Project Plans. 4. Seal utilities of abutments with concrete or mortar, ofter lightly wrapping utility with 2 layers of 15# building paper. If structure 1s preslressed, seal lo be placed ofter stressing is completed. 5. Main rein/. to clear opening. 6. 7. 8. 9. 10. II. Rem/. to be some bar size and 2/3 the spacing of adjacent reinf shown on Project Plans. Rein/. lo be same bar size and shope as adjacent reinf shown on Proj"cl Plans Replace each set of 4-"? bars cut off by opening. Place ~ on side of opening. each When "y" is less than a•, extend top of opening to bollom of bearing seat t1levolion. For future utility opening dimensions, see Project Plans and Detail U-4. When there is insufficient space to place reinf as shown, hook reinf into exterior girder . CJl 0 CD -.J 0 DETAIL U-4 (FOR FUTURE UTILITY OPENING) NOTE I This sheet supersedes Sheet No. B 7-10, page 112, of the Standard Plans doted January, 1975. SPECIAL DETAILS STANDARD DRAWING ORIGINAL ICAL[ IN IHCHU FOIi ltDUCID Pl.ANS State of CALIFORNIA DEPARTMENT OF TRANSPORTATION 0 I I ' DIVISION OF STRUCTURES DESIGN SECTION PlltOJlCT lNGIN[U cu WO IIIIOG[ No POST MIU UTILITY OPENING -BOX GIRDER Dis1e1ud pnnU bunn& c-arlwr reVUkNI ,l~IM ~ ~--r-....-'=""''"=°"~··"'"'~··="-;c""='"'="'r"~"~' "-r""~" -,.--1 S DB 7 - I 0 ... ---.. ···- --· -------·-·-'·--------.-·------------ ·v $ C $' \.) ~ ~ ~ I• 3!0• .1• 161 mm. /lore J'-- 5!0• / U@l2 max. w/"4 ~ lie on / I each duct. 1 : PLAN Common Brg /l!.s Coble shall not vary more than 2° from a perpendicular to the fl!.. Note: Sufficient points lo be shown to place ducts accurately. Start flares to Brg ll!.s I. O.ll 07 Ora Distribution of prestressing force : Unless otherwise noted the prestressing force, P 1ock or Pf , shall be d1stnbuted with nn approximately equal amount in each vIrder and shall te placed symmetncol/y about the fi of the structure. In slobs, the prestress,ng force shall be uniformly distributed across the slob. Stressing sequence : Able, Pl~ closed end of duct ties in direction of flare Low point of coble path (C.G.) No more than V2 of the pres tressing force 111 any girder may be stres,;ed before on equal force is slresst>d ,n the od1acent girders. At no hme during the stressing operations will more than IA; of the total prestress,ng force be applied t>ccenlricolly about /he center/int> of the structure. Girder stem shall be flared near anchorage lo prov1"<M a minimum of 1~• concrete covering the ducts, /lore may be on one side of girder only. STIRRUP REINFORCEMENT AT FLARE OF GIRDER STEM COMMON BEARING PLATE PRESTRESSING PATH (£ Girder Abut. rt>inf. continuous thru anchorage ---- ,cf£ ~-bu_l_. __ Notes, Recess for anchorage to be filled with concrete . Edge distance of beanng plates shall be IV2" min. Bar reinforcement interfering with the preslressing tendon alignment shall be adjusted, as approved by Ille Engineer . The working drawings shall include any additions or rearrangement of reinforcing steel from that shown on the plans. 3H min. cl. (except 11/z" min. near anchorage) ----- OUCTS 3• ao 8 LE'SS OUCTS OVER 3• 00 to4'h"ao OUCTS OVE'R 4W 0.0 CLEARANCE REOUIREMENTS FOR DUCTS BEARING SEAT FOR PRESTRESSED ANCHORAGE AT DIAPHRAGM TYPE ABUTMENTS I. Duel pollerns shown ore for a 12• wide girder stem; for other widths the minimum choronces must be maintained. E'XT. SLOPING G/ROE'R VE'RTICAL GIRDER BEARING SEAT ILLUSTRATIONS STANDARD DRAWING Contractor lo submit working drawings to the Enginder for approval. ½,"expansion jt filler 2. Girder stirrups must be bent to Iii the duct sirt> used, or l[ stirrups may bt> used . 3. Approval of the Enginet>r is required for deviations. /[----Paving notch may be reduced to 9 "min --;,,c..__~~---1--..::., / to accommodate anchor plates. "F===:!i;nsr5'"-1=;,~= __ =-=i-_ When paving notch is reduced and approach E'XT. SLOPING GIROE'R I Rein/ Typical I ~ slob is thiclrer than 9•; place 2"thic/r expanded polystyrene between bearing seal, abutment diaphragm and approach slob. Place V2• expansion joint filler at top of bloc/rout with top of filler flush with paving notch . £1'-0"embedment from line of bockwo/1 "'6 L @each step IIIIDCil No. NOTE• This sheet supersedes Sheet No. 88-5, pac,ie 114 of the Standard Plans dated January, 1975. REDUCED PLAN USE SCALE BELOW C' I.,~ '::l ~ INCHES ON ORIGINAL Pl.AN SPECIAL DETAILS C/J 0 CD (J) I UI "LI No. XS-12· 46 OUWINI DAR DIIMGN State of DIVISION STRUCTURES CA LIFO RN IA 1-?ROJ-E~_~G...;..Nc......;;S..;;;;.EC;;...;.T..:..::IOC..:....:.N ___ +---, ......___,_,.,.,.~~111=L.__1-:.__.--------------------I DEPARTMENT OF TRANSPORTATION INGINII CAST-IN-PLACE PRESTRESSED GIRDER DETAILS ------·------------------------------- oatG,NAL SCALI IN UtCHII FOIi IIDUCID Pl.AKI 0 I cu WO Dunprd prtna boarln1...t.rr -da•• -SDBS-5 ----------------.. ------------''----- Shim 01 necessary to provide slope Dimension Truss Box Beam "AN Closed Truss Alternative L 2 x 2 1t 1/4 S4x7.7 3/8 • t Hu. hd. boll and nut. Provide flat, lock and beveled washers. SAFETY ANGLE DETAILS FOR BRIDGE MOUNTED SIGNS 4'-10" Face of sign panel te ' 3/4 6" \ Walkway bracket 3/4" l 318" Hex. hd. bolt, nut, f lot, GUTTER DETAILS beveled and lock washers. Total 2 per bracket 23/4" I 114" 2 3/4 11 6/6/74 Sheet revised 6 redrawn. 1 7/1175 specified size and material of aluminum o lion. To occo ct Fix lure Mounting Channels CHl[f [HGIH[[II -PL,UOIIING IIIIANCH RCGIST[R[D CIVIL ENGINC[R NO t 015 . ~ l Walkway bracket c.o /7/16• ~ Hole in channel 7/16 • x 3/4" slot in~ walkway brackets Toto I 4, typical TYPICAL CONNECTION 1/e • max. cir. CONNECTION AT SPLICE Lighting Fixture see "Fluorescent / Sign Li9hting Equipment, lnlegra I / Ballast sheet. L ==-_...,L£ti ... __ -= J • Cl) wt .. 0 • -:!!? ,,, 3/e"x I" lg. rd. hd. mach. screw, hex. hd. nut, flat, beveled and lock washers. LIGHT FIXTURE MOUNTING CHANNEL DETAILS 3/4" Typ .0598" Saddle anchor Bearing bar I 1/411x 1/e • I rl Walkway bracket 1/e" I" WALKWAY DETAILS ~-0 July I, 1975 7/16" ♦ hole for 3/e • ♦ bolt, nut, beveled and lock washers Cross bars at 4 • C -C NOTES: I. 2. 3. Welded type orating shall hove I 1/4" x 1/e" bearing bars at I 3/16• centers with l/4" diameter (or equal) cross bars at 4" centers. If mechanical lock grating is used, it shall be equal in strength to the welded type. Alternate hold-down clips may be submitted for approval. Wolkwoy grating and light fixture mounting channels to be continuous ( no splices) over as many walkway brackets as practicable consistent with fabrication, ease of hand I ing and assembly. Gutter section to be mode in convenient length and welded or brazed together In the field. NOTE: This plan sheet supersedes plan sheet S10-8 page 154 of the Standard Plans dated January, 1975. SPECIAL DETAIL REDUCED PLAN USE SCALE BELOW t= I \ • I ~ I :3 ; INCHES ON ORIGINAL PUN OVERHEAD SIGNS WALKWAY DETAILS NO. 2 ss 10-9 • C/l C/l 0 I U) -------------------------------,-----------------------.----------------------,----------------------~-------- )( ··--x----Future2 Route2 73 Fre2<2way ~ ~ C\ bi ~ 'i 3 ~ er 0 X ~ i! l'!J/ir~ ~ ~ :J/d' 'I Q • ... Q. &'?' J Q I:) ,e',1:ILT s'-'! ,e.,v,rr II ®~ {RI/ RI/A BRISTOL ST. X roRM OH-PD 12 H -----------------------------------~------------- .VA ,R?,f✓ BRISTOL ~T..,_ _ ---1---- ltl 0:: 0 (I) ~ <{ , NORTH Ci ,e/()LT A?IC1 Rr ,t: AM ~s, UGJ.ITW£/G/.IT 510N ........ ...... , .... t.... .... .... 07 ORA 73 C: z ~ 7c-_/,.,.._ -----;.oac,~~~ -lfGISJflED CIVIL ~NHI NO 1~aog__ 0.t.11 """'Vl~ fi?bruory .2cf, /97 7 - ~~OUCEO PLAN I Q_ I SCAI.£ BELOW c:-; '_, ~ J I -1"<:HfS 0lj 0RJG/N41, ~ •• -.::/ ---j STN /85+75 RIBT JAMBOREE .©40 IN DEX OF SIGN PLANS SHEl!.T I -z ....... S18N LOCATION 11 5 ...• , , , OVERHEAD FORMATS, Dll\lle:HBIONS t QUANTITll!S " 4 ..... , , ROADSIDE 818N POST QUAHTITI es. 11 .5-Q, .. , ,,, BRIDQl!-MOUHTl!D Sl8H- WITH WALKWAY. .S • Jn-,iJ// on SJgn.,/ .Sl.111d.1,-d or l.if;hlw,,iqht 5ign ~f AIA• /RJl,1// <» ,l/,1JI ,,/r#I E = //?./Id// on E/,:,,;/r,::,/1,,,,. 0 SIGN LOCATION PLAN ROUTE 73 FREEWAY REE:: ROAD TO 0.2 MILE NO TH OF RED HILL AVENUE --------------------M•---.. --·-' .... X X --x----~ X , ] l . X ,-.._ I -,- /-~---{ I I-::: -:,J ,~r,1 ,~ ~ ~I ii'lfl llJ-I --..J L. -I I --/'{&.._ I ~ {JM~ -~ /'I, /;JI ~ I 1;; GI ~ I~ ~ ~ ~Jrf}g I f ll£. ~-.J I ~ I ---..J I I ./t, I ~ --l '.ei -------J ~ ---0:-~ k -~ -----..._ -<--------- -----.. ,v ........ ---~--, ____ -----_, -----,-..... __ ----..._ ~o~-~---.........._ -----------........._ ---.. ... ---~~----------R. $ -:e ---~ - ---I --·---··· ···-·-----·--·--------- '-" § I\! • ~ ~ ~ ~ ~ \j ~ ~ .c ,~ :x: .., ., @ I-II, "'~ ::i co h .. 0 -~~ er, ... C ,.,"o . -.. ~ "'(~ ! ~ ~ .. ·····' :z. ~~ \l I I I I , ___ 0. • • ~ ~ ~ ~ ::i \ l/) ::, Cl. 2· 0 <t u BRISTOL $T. . ar w, ; ... t ~ 0, ~ ~ I::) t") ~ 0. "I; ~~ "' ... ~ ,;:, ~ ~~ 3 -:: ~ ~ "O -· l( ';; C: ~ ® ~ vi II> ~ Is: 4 ~ I::) )> .... ~ ~ ~ ~ ~ • BRISTOL .J'T ci 0 l/) ::, Cl.' 2 <t u w· ~ w z > 0:: SOUTH I -,,; !) I (FL) n !1"'\ I ..-1 I I.& I I ,('/]' 11,('/7,,f I I I I ~I \j ~ II\ 1. ... ..., tJl tJRA 7J ~ ,,::,-4-~ ----------~ fNGINEU REGISTUfO CIVIL ENGINEU NO l480_g_ DATf AfflOVlo February 2<$1977 .. BRISTOL ST. t: REDUCED PLAN USE SCALE BELOW I ~ I j 3 INCHES ON ORIGINAL Pl.AN I-' l/) BRISTOL. =ST.,_.___-½-_ . . ~ . : S • in.sl4II on .signal :Sl,1nd,,,d NA • • ,, ma.sl .arm £ • e /ec /roller 0 SIGN LOCATION PLAN ROUTE 73 FREEWAY HT---.. H•·- - )( - ~ - )( x----t X II ] l X FOlltl HD II W 0 @ © .3'-6" 8'-0" ~'-6" t t @) t 50' l ONLY NORTH ONLY I -------------,------------------------,--------------------r--------------~ PIIOTOELECTRIC CONTROL t/N/7 \ ~o· ,\ Jamboree Rood @ SOUTH - 1-----1❖ ❖---..._ __ -> _ ___,.- ® © @ ® 1!J• .. o· 9'-0" 3'·6· a·-6· ----------..... , (m SOUTH -Jamboree Rd -j 1----a j l~R-I070ELEC7RIC i-----1 * ❖ -4--i> '-Ot-JLV ONLY'--I CONTROL ONIT i-=--=_..,._.,,_.,_,_~___.t·I. 11·-o· _la·lr-J. 2·-0" .lz· .,~6•1 9~0" C 7'-Q· h.19._9 ,. j ,J I I I I ~ 1 rvi;e Av~ 6/GN TYPE I A-2 FllTl/R~CF C Q POSTS ' I0@).54,74 49.25 ,,.-t/Tt/REP4#EL -mpUS r BEAMS 1 /0 X 6 c 25.44 • -L ON LV ILLUMINATION REQ'D 1 ' V © ~- ' ONLY 6'-3" 1., ... 6. 7'-3" SHEET ,3 OF 6 SIQN PLANS I :h • 17'-6". 'z•,,-J:t=-, ' 69' o.. I ,_, I ..... I •=~ I ':--I :.:: o7 IORA 1 73 IR9'.¢~z 1a1 l1J'o ~ z: ~ -------,,.'"' E~ llEGISJUEO CIVIL ENGINED NO J4_8QZ_ __ oAn AfflOvto FebrC/a,:_y. 2~ /977 1, I I I I I 10~ 8 ·-o" '•1-6• 7• .. 9• IJ 12·-o· lz• s·-tr IO'•o· 14~6· i-..7L'-:,,.3:._"-HI"--~~..!::6~" i--""-'=---+>o'.,,,;.....:.--+-~-=-----I I I I 1_,...::,1 SIGN PAN!=LB : LAMINA7ED(EXCEPT A-0 tJ. Ei:) I l .30"X lo' P/lE --1_,..::,1 FOUNDATION I I .h. ,8•-o· ~ I ' I I I I , __ ,\-:' .30• X 13' PILE FOUNOA7/0N 6/GN TYPE I A-Z h • 19• .. o• .!JO"Xl.3' PILE FOVNOATION SIGN NO. 5.3 . . . F".!!JBT POSTS • /0 @S4. 74 BEAMS 1 8 X6 c::J 2Z.04 ILLUMINATION REQ'O SIGN PANELS : LAMINATED (cXCEPT A 1/-C) (!JJGN NO. 54 ... l="NBT STA. /85+75 c.lAMBOR.E.E. RD. _r,.,I ~ :_.,d .30• X l.!J' PILE l=OUNDATION 8TA. 19/-1> 75 BRISTOL. ST. I • IA'I @ @ @ .. I Pl,0/011/ecfri~ C'on/rol Unif t:~.. 3~&".,__ _________ ,._'5_!.o_ .. _ _,,.,_ ____ _,-""""'';..;2,.,'-.;;;o.,,,"~o::1-·-.r"'T -Irvine 41 @ NORTH Cl!mpus -,t> 50" ... Ave ON ... •n-----tl ❖ ❖ ,.,_ ____ -111:-_o_r_iv_e ......... ;5,1-__ _J_ ,·~ f--9'..6'" • 1--e'~ z'l--11'---lz'I.--1:?1'6" 1,. ,a·-o•. I I CF 5UD. 0~~•1 I I I I 1,._,<:~ I -'O. X ,., P'I• rou .. tlafion .§J.90 No. 51 .... F'N BT Sta.. /50+7S 8risfol St • I Z'-6" -- h• 191-0" Cfu:I !5.1.SO :'~ I I L .. ~:-.J 30• x /.!' P11e Foundafion @ @ @ @ ~ F'hoto,lecmo Co,,/n,/ lmif .3!.6• 8!.0" 3~s• 12·-o• _,2-oH ..=Vi-----11 Campus 4l--~F@~3....,;;;,,,SO=U=T=-Hil Irvine ➔ so~ t---..... ONLY Drive • 1...., __ --41 1....,.--tAvenue ~ _L • 6!...9• 13!.6• 8'-0" I I I I S19n 1fJ"• : A -I! ,,.osf, : ✓ot, S4.14 8eo,,,, : 6 ,c 6 c 22.'D4 Illum,,,•t1on Ke,it s,,,.,, Panel,: lar,,,,,qfwtt' (t,xc,pt A t C) 12'-o" .J!.6' " End Freeway 1/4 MILE l Sign No. l ....... FSB!, Slrucfure-Mounted on Fwy. Red ttl/1 Ave. OC (Br. S.5·.S.35) I I I I I I I I I 20' I I I I I I ..... I I {55\ SOUTH ·••i ~Al '········ <~l 80" Ne\.vport Br:~ac.h ... ,.I ~~ t Fwy. Sign No. 2 ........ Future Sign lo he FN B~ Sfruclure- Mounled on Red Hl/1 Ave. OC (Br.55-MS) LIGHTWEIGHT SIGN SIGN SIGN ' CIDH PILE No STRUCTURES (Iba) 30N ( LF) SI 7.7.30 .5,/! 7,770 2G S~ 8, 1.30 Z6 54 8,020 Z6 10TAL ,'2, 250 /04 Not~: /Inell or i,o/fs anti e/eefr/cal cond1.11f s fu i, 011/y 1-o t,e ins la /led -//2.l.s eonlr«l!r. REDUCED PLAN USE SCALE BELOW Y:: I 2 •::i I I . I I l INCHES ON ORIGINAL PUN BRIDGE MOUNTED ( with wolkwoy) SIGN SIGN• No STRUCTURES (lbs) Z ( SEE M:JTE A/JOYE) 1 1,100 TOTAL it00 SIGN FORMATS, DIMENSIONS, AND QUANTITIES S,'Jn No, S2 ... FS/JT Sfa. 152+50 Bristol St. ,.,_ 711£ QUANTITIE5 .5,1/0WN IN 711/5 COLL/MN FOR EACJ.I /NOIVIO(JAL PORTION OF J10R~ ROUTE 73 FREEWAY FROM JAMBOREE ROAD TO 0.2 MILE NORTH OF RED HILL AVENUE l!J A t=INAL A4Y QUANTITY I I I· SIGN DIST. PQST LENGTHS HOLE CANTI PAY QUANTITIES CX>DE STATIONS FROM POST SIZE H H Ell. E,1. DIAM. SPAN LEVEF NO. E.P. II. rt. LEFT RIGHT l'IIM ILIIS-ST[rL EACH 1/6 G78 /56 +00 7' 4 " 6 wood post 7!.0'' 7'-0H 4'-6" 4'-6" l5'-0' 15'-0" 4'-1" r-o· 60 ·-117 GB6 272 + 00 .30' 6" 6 wood DOst 7:.0• 7 1-0" 5'-0" 5'-0'' /7!.6' /7!.6" 6!.0" 2'-0' /05 118 G78 27.3 + 00 30' 6 "8 wood post 7'-0" 7:..0• 6'-0n 6'-0H /8!0' 18'-0" 8'-0" 2'-6' /44 119 GB 174 + 50 7' 4 "6 wood post ,o~o· 7'-0" 4,:,7;; 4'-6• /7!6" /4!6" 5'-4' l'-10 64 -Tzo G7 217 + 00 7' 4 "4 wood J>OSI 7~0; 7Co" 3•~7F· 3'-6" /2'-U /2!..0' 4'-6" J'-3" 32 121 G7 209 + 00 7' 4 "4 wood post 7'-0" 7!..0" 3'-6" 3'-6• 12'-0" /2!0 4'-6" l'-3" 32 1srr.~s ear.TS 7 R59 Jnsla/1 on LiQhlweit hi -0.H. Sion -,---R6o Ins/all on lighlweil hf -O.H. Sign -,---Rl6A Ins/all on Mast A rm I ~ Rl7A Jnslal/ on Mast A--m 2 ~ R73 Ins/all on Mast A .. m 2 ~ R7.3A Jnsla/1 on Mast Ai.rm 4 8 R49 Install on Siqna/ Slan -lards 8 26 G7 Ins/a// on Siana/ Slam ards Z6 26 RIO Install on Siana/ Stan1 ards 26 2 R/6 Install on Siana/ Slam ard!}_ -L z Rl6A Jnsla/1 on Siana/ Stam ards 2 2 RIB Install on LJohlwe 'ohl ISion Fbst 2 3 RI? Jnsla/1 on Siana/ Stam ard or Llah ILweh hi iqn t::n~-1 J a Rl7_,4 Install on Siona/ Slam ard or LJqh ~W6i1 hi ~ iQn Al!,f 3 I GZ8 Install on Siqna/ Slanc. iard I I G47 Ins/a// on Siona/ Slant. 'ard -,_ 2 G28 Install on Electro '/er 2 -I G34 Install on Electro ier I J__ G47 Jnsta/1 on £/ectrc 'ier I .. I G48 Ins/all on Electrr. lier I - ·-G92 6'-4'' -G47 .3'-4" -·-I GZB I 4 "6 wood post 4'-2" 4'-6" /3'-4' -·-Z6.7 4-C-2•· -----628 --r--·--------G44 2'-0" • ----· 6!4" ~-G92 ----G47 3'-4' --~--I -GZB I 4-"6 wood post 4'·2" 14'-6''' 13'-4' 26.7 -.. G2B 4'-2" ~4~ 2'-0" _-G47 8'-5" -G48 8'-5'' I GZB I 4,, 6 wood po"3f 9!.4" 4'-6" /~!// 32.0 ·-G.36 7:..0" G34 7!.o" I 647 7 I0'-7' -1 ~ GZB l I 4 "6 wood post 8'-5 4'-6" 15'·!0 31-5 I G34 J 7!.0' --I G48 ] /0~7" ---, i G28 \-I 4 "6 wood ,:,osl 8'-5" 4'-6" /5!/0 31.5 l G34 J 7:..0•· I G47 l r A -A •••--J -.~I 9'-2" ,,. L!'" 1::1• A' ·--• G28 J --r - - 7!.o" ,---. • I I J IRIG . A A -_, -,J B!.7" .. , ,..,, t.A'•" ,,. -..,.,,. ... ., ' E.€. Fritcher I Rl6A ·-r 7:..0•· ,_ -.... . ., ~!~A 11~-~- 2 1,;,,i9 2 4 "4 wood DOSI :;,_;,,, 3'-6" 15'-6" 4D.4 R/7 ,~.-q: ,-RF1-A gi..2" IG2R I, I G47 ~ I 4 " 4 wood post 8'-4" 3'-G'' 14'-9' 19.6 G4S J 7'-0" Note to ,rector: I.) Exact length of posts and size of panels should be verified In the field. 2J 4" Diameter steel pipe requires special mounting. See "Supplemental De tall Sheet " --------··------------------------'----------------·--· NO.of CODE SIGNS I W59 I W25 2 wi, 4 GIi 5 RIB I G84 I R43 I W72 I >----· W41 I R44 2 G28 J_ G7 ._4 R41_ 2 W3 • J R7 1 • L ~"N~J --:7 RI/ =tj RllA- WS_:, RIO RIO RI/ RIIA -z-[ WZ6 ~W/0 4-R/7 ~~A 4-IRtD W~°N H A G7 11 RI ._J__ 1%49- b wsz.10 ~·'JI.] . RI/ . RI/A . I RIO ! R49 zJ ~~ ,.:3..-I-' • I R4., 1 I /j/6. RJr> D17 ., Rl7A ~ RIO R/6 Rl6A SA.el 4 ol 6 J'9" ,.,_, STATIONS NO.of POSTS I I 2 4 5 I I I I I 2 3 4 z. y - I .. - 4 4 A I . . I . 2 I ... - REDUCED PLAN USE SCALE BELOW t:: I 2 3 1 I . a I a -J ) INCHES ON ORIGINAL PUN --l POST SIZE H H,t. £ II. 4>t.6 wood post 7!.0" 4'-6'' 4 ,,_4 wood post 7'-0" 3'-6" 4 -.6 wood DOS/ 7'-0'' 4'-6" 4,, 4 wood DOSf 3'-0" J!.6" 4 116 wood post 7!.o" 4'-6" 4 "6 wood post 5'-0" 4'-6" 4 • 4 wood oosf 51-0" 3'-6" 6 • 6 wood post 7'-0" 5'-0" 4•6 wood oo.sf 7'-0" 4'-6" 4 "4 wood post 5!..o•• 3'-6" 4 • 4 wood Dl)Sf 7'-0" 3'-6" 4 "4 wood oost 7!0" 3 1-6" 4 " 4 wood DOst 7:..0" 3'-6" 4 • 6 wood post 7'-0" 4'-6" ,I A ·-,.J ---• 5'-0" :~'6" I .:f'-0" A L> .. - J . , 3'-10" ~· _,. -,. -. 2·-0·· - 7'-0'' ---- wood JJost 1'-6'' 4'-6" 4,, 6 l'-6" 4'-9" ,--- Z'-/1" A ~ . ood--post-8'-.3" 4'-6-" 7'-0" - 4 • 4 wood Dosi B'-6" 3'-6" 7'-0" 7'-0'! 4 .. 4 wood JJosl :Y-7" ~~-6" ---3'-0" ,,, A ·-' 9'·7" 3'-6" . -r--7!.0" 4 • 4 wood /JOSI B'-6' 3'-6" 7'-0'' -· ---- A A " _, __ , s·~r 3'-6" "T .. -I -3'-0" f- 4 "G wood posf 8~/0' 4!.6" 7'--0" ------ . A •••-J -_, si..cr 3!..6!!. --5'-0" ... - 4 ,, 4 wood post l~,-'.:t,, 3'-6" . A --• .• 17i..t3 .. -· --r .. • 1~;~~ ~ u ,oi..7; .. r-~-f-----8'-6" A A l••A-J --... ~ 7!0" .,.I AH "T I /0'-6" .., .., 8'-6" 7'-0" SUMMARY 01=" ROADSIDI: SIGN QUANTITIES POST LEFT /6'-II" /4'-8" /61 -II" B'-0" 14'-6" /3'-6" 9'-6" /7'-O'' /6'-ll" 11'-S" 12'-6" !2'-0" 1.3'-G" /5'-7" If/ ""'' - • •' All /6'-11" ·-· ,,,, ~ 14'-0" 12'-o" .... , ... ,, . 13'-O" I• I ... I I I /6'-.,,_,, He!~·, ,~·-10" , ,., .,.. ., ,_ .., -~' -11 ,..., ..., WOOD (ROADSIDE SIGN), ............. ,., ....••. 2.0 MFBM INSTALL SIGN (STRAP AND SADDLE BRACKET Ml!TMOD) •............ , . 79 U.. INSTALL SIGN (MAST-ARM HANGER METHOD) .••.• ,. 9 EA, ...... 2"" ~ ,:;z. ,,,u._d;,"' ---- PROJECTENGINEER (lt!GIJTliREO CIVIi. ENGINEER. NO. 14(/0Z February 28,, 1977 LENGTHS CAHTI· ,.AY QUANTITIES SPllN LEVER LN. RIGHT !.A.CH ,.1.11. ITU.I. 33.8 /9.6 67.6 42.4 /45.0 -27.0 IZ.7 51.0 33.8 15.z 33.2 48.0 72.0 62.4 IA,-. ·- --· --· 33.8 __ ,.. -·- 73.8 64.0 --i"' ·- 16.9 A -.... 32.3 -~ ~ -·- 36.!J -----·- . -.. ,.. ,., --·- TOTAL. . .... .. .. 88 1917.8 0 ROADSIDE SIGNS POST QUANTITIES /. 7i. LOCATION PLAN . ::::.: FRAME ,, .See Frame Mo1.1nlin9 Anchorage" Horizon/al lube TS 41<4 x, 1875 Frame ox1$ lo be plumb miler cut verlt'co/ luoe-.s o:5 r~'lu/rttd. ELEVATION See Fron7e Connechon De/oil, 'Moµnl1n9 r frame Delo/ls" shed. ., ., Si9n J.Jo. I FS8T Laminoltd Panel £d9e ol' deck PLAN d- I I".. Fv/1.1re st'9n J.Jo. 2 f"IJ87 Lominal~d Panel ·1 t-·---=-3-=-@...::5_: "=-·:.....:· 1~":.....:; "=-· __ -Ji I!: 9 .. MOUNTING BRACKET ASSEMBLY SPACING J TOP 5/ol e~xlf lot.2 fbr !]·x8"lon9. boll preset In concrete. f"lt,1CO:Z½ fl washer postl/on :shown. f'or toll ddot!s ~ee Frame Mo1.1nlin9 Anchoro9e. • I\') & BOTTOM 7ackweld lciqe of' dee/:. Su Fn:me • Mo11r,/1r,9 w6e Conned/on Ddoil ''Movnltn9 t Frame Oeh//:,'1 :,hed. (T<Jp,) \ fu/vre si9n .Vo. Z: Con/roe/or lo p/ou anchor bolls ond conduil slub, s,·9n mow,/ no/ in conlracl. C'onlrr2clor lo provide all nuls ond wqs-hen for '7nchor bolls. • t:: REDUCED PLAN USE SCALE BELOW I 2 I . 1 I 3 l INCHES ON ORIGINAL PU~ :::J Top lub• f;;c 8" lone; hex. hd boll wilh nul, loci: washer and I~ ,c ~ >< o ! 2 t2 fl wo:,her. FRAME MOUNTING DETAIL NOTI: THE CCIIITIIACTOfl ~ VEIUfY ALL Dal'ENOENT p-.. THI FIELD HfOM 0-11- FRAME MOUNTING ANCHORAGE 0fl l'OIIICATINO AHY IIA ffll"L• SIGN NOS. I & 2 IIRIDG!: NO, ChK, .. ,e. R,4~,. a-7t.. State of 01v1s10N OF snucruREs 12 3 ...... .. ' J,-. 7-70 --·,. ·"'" •. ,. CALIFORNIA ~:~::N SECTION • ~5-535 RED HILL AVENUE OVERCROSSING 5 ~ .. ~.,.=---~-------------,----------.LQ;;;U;;;AH~T•,;,;,T'":;,1,1.,·_· -----r-..L.a...: ..... =~=':'::=~~+=DfP~Am!EJfT=,::..;:DF;_TIANSPO~=~RT~A~T10lt~1:..J~E;H~~·H;U;~~~Ca,J,~~dw,~· ~;:;•_,J_..;5~.!:...JL __ ..!;;L~A:Y~O~U~T...;.~&!:...~F~R~A~M::E~,:E~L:!E~V~A~T~IO~N!...--J 01:SIGN ::~G~~ADL..U~~L:L·:H·INCH!I cu 07?.08 NV•IOII D,UU , .... u.aNn ru• OlllY) -n w O WO 048J'6I D1aregard pnnta bear111 eatliw nwia1oa daLH ~ ~; cadmwm pbled :5/u I e/eva/or /Id boll Nilh bev1/1d I lock woshlr$ qnd hex nul Typ /'or st'9n pP1?el mounlm9. 5err AJole 4 TS ,fx~x .IS Ni Honzonlol lu/Jif Tf Jfz x if7. x .1!75 Verltco/ fu/Je 8 r-!..--L--E!=ll?'91rll-h Se, Oe/p/l 0 7/.l"holt!! //l C5K~.1-honz ~hi 1'/,1 >f I '41 N1 om;lt!! r I :ID 1-+----- '------E::~~'ll.JI -IJ #ovnlM9 bnu114/ C5><•·7 . -·• MOUNTING BRACKET ASSEMBLY DETAILS SECTION DlSHtN ., £, Slot ~" • ¾ Typ. J'or 619n pone/ mounlin9. c-c S~ol weld ' >----<J ;f',Jl~, 8-7, € .slol ~ •x /~ • ,,, Lf!K3x¼-xtJ~¢" C5x6.7 14"/I II~ boll-( hardened wgshers. i~n51on fo t8 I< T5 ,;t ><,, ><. IS 75 Movn-lN19' fui,e Cop -M.,/o/ ~lr✓p :?//;t X :I~ X ~,:, -fl9p) SECTION A-A /17.,i; .1/8 • hex lid boll wdh l"'/o i, beveled 4 locK wos/Jer.$ ;. hu '"-"' -lol '1 SECTION 8-B G, 5. "· SHEE.T 6 OF 6 SIGN PLANS -f Frame I I 7" I 8or -1/z Horironlol lu'14 • ~ .... Verl,col fuJ,e FRAME BRACING DETAIL PLAN 'HS bolf I hardened wgshv=s. 7of. 4-per cann~clion ----- Frame 8or .lftxli /11(XJ;,/tn9 -/uh ASSEMBLY FRAME -MOUNTING TUBE CONNECTION DETAILS 80/-I .s19n pone/ ro e11e,y J/erlu:al me,nbe;- Torfve ele11olt?I' heoo' 60/h ,'o /CJCJ //l•l~.:s /n~loll olummul'YI "H" ~ec/11:,n clouse,,re ~x-l"ru.s1,:n-1~ af ver-ln:al ond h,:,nzonlo/ .s19n pone/ .splice lm~s. Remo11e rn?.,,:lor. /)rd/ lhrou9h p,M,!'/ t1I 1nleyrol rrac.l.'. /n$-loll e/evo-lor head boll ond olloc/2 refit'efor. Ty,p,col o-1 bore/er. Ord/ I/Jroc,9/2 pone/ ol 1nh9rol lroc.e. ln.:sloll "/.,vt1-lorluod boll wdh mlerslo-le 9rNh hn✓sh ,:,n hi!Od. T,,,P1Ct:1/ ol .s,P/ICe. For delotl.:s no-I ~lioxm, .:s.,e "5-londorcl f'lon-s ''clo,hY Jon /P7~ Li9hlim; 1.:s rer.;wred C2s-Standard Plan ShHI No. CJ-o~tai!No. Y::: REDUCED PLAN USE SCALE BELOW I l ·' ~ I :J ) INCHES ON ORIGINAL PUN DnAIU ., '::io k • ',/,'I, -State of IIIIIDGI: DEPARTMENT 12 ;;i;;.,;· RED HILL AVENUE OVERCROSSING (ALI f ORN IA i-::D:..::;ES:.:.:IG:..:..N:.....;;S:..::;ECT::..:.;1:..::.0.:....:..N_--=...,=-t--::._"E_~=•=u~----f-------------------t OUANTI11U ., <kW OIIGINAI. ICAU IN INCHU fOII IIDUaD l'UNI • DEPARTMENT OF TRANSPORTATION ::'!:. Ls,J,, ~ 5./ BRIDGE MOUNTED SKEWED SIGN & • cu 07208 WO 0481(.,1 ...... .. ". _,. ___ _ )( , ] l 48 12' II' .. w m ~ .. DETAIL 1 CENTERLINE ON TWO LANE CONVENTIONAL HIGHWAYS .. 1: 48' 18' • 4' I 4' I 4' I rn ® ® © IO' m ... • DETAIL 2 CENTERLINE ON TWO LANE CONVENTIONAL HIGHWAYS - 48" :1 ~ DETAIL 2A CENTERLINE ON TWO LANE CONVENTIONAL HIGHWAYS .. 1 ..... : _..........._ ___ ___. _______ ......_ _____ ~--~-- 48' B 112,' ·I l' I· II' .,. 7' o'a' . : I Il] I I ... DETAIL 5 LANE LINE ON MULTILANE HIGHWAYS, NOTt:1 THREE TYPE A MARKERS AT 3 112 FOOT CENT£1'11 SHALL II( USED IN PLACE Of THE PAINTED STRIPE. II' ~- I m II' ·I []J T t%:\~§:f@'i@@§:J:;:::f:fil.1§tttm&%:::::@:::::::;:::::=:=:::::::~::=:::::=::=~:2t=;U®it::::W::~:~®%%§:§fil ~m m DETAIL 7 ONE•WAY NO PASSING ZONE WITH PAINTED STRIPE 411' DETAIL 9 MEDIAN EDGE LINE WITH YELLOW STRIPE 41' .. ~ 48' 111' I 4' ·I· 4' I 4' I• 18' 0 0 0 0 .. [I] DETAIL 3 LANE LINE ON MULTILANE HIGHWAYS. NOTE1 USE TYl't: C MARKERS ON FREEWAYS IN A PATTERN Of FOUR ON EACH LANE LINE STARTING :500 FEET UPSTREAM FROM OFFRAMPS AND AT APPROXIMATELY 1/2 MILE INTERVALS. 12' .... DJ aJ ... DETAIL 3A LANE LINE ON MULTILANE HIGHWAYS. HOTE1 USE TYPE C MARKERS ON FREEWAYS IN A PIP<TTERN OF FOUR OH EACH LANE LINE STARTING 300 FEET UPSTREAM FROM OFFRAMPS ANO AT APPROXIMATELY 1/2 MILE INTERVALS. 1: 48' f 1· 4' .,. 4' ·1 36' ... .,([) (1) (1) (1) ([) DETAIL -4 LANE LINE ON MUL TILANE UNDIVIDED HIGHWAYS 411' 4' 3" .. [I] ,. • I J_ .. 0 © @ © @ @ ® ® © @ ® m ,w ® ® ® © ® @ @ ® ® @ @ m . -+ DETAIL 6 TWO• WAY NO PASSING ZONE 48' ... rn m l .. i s11:1tmt=tttrMt::1t:t~i;=~-- T ::=:=:=]%WJ§0::filMfil~~=~lli~ffirmtt~ .. m m DETAIL 8 TWO• WAY NO PASSING ZONE WITH PAINTED STRIPE 411' 3" ""]_ )( 1 2·--q.:-_rn ___________________ ~_E_P----~--T-- 07 ORA 73 ..... , •••• CIVIi. .......... I.,, Doffl -• Eebruory 2 6! 1977 REDUCED PLAN USE SCALE BELOW 0 I 2 3 I-I I . ' I I -I ~ 3 INCHES ON ORIGINAL PLAN -I PAVEr:IENT MARKERS TYPICAL DETAILS c. } DETAIL 11 MEDIAN EDGE LINE WITHOUT PAINTED STRIPE DETAIL 10 MEDIANS FORMED BY DOUBLE YELLOW PAINTED STRIPE <3 ".J ...... __. _________ ,_r,_p_•_H_C_M_o,_•_.,_•_o_o_,,_o_no_,_,_' _A_o_r_,T•-u-ntl_,_, _,,_._oo_o_, _________________ _,,.----------------------r-----------------------..,,,:r.i'7,:■'7"11~~~-----S_h_e_o_t ____ 1 ____ 0_.-~-... -2;...a.ft -,. \ __ ,. ___ _ )( )( l l SPECIAL 8" STRIPE 24' 4' ... 1: 3' 6' 6' 3' ... I' . , . '-""J__(I] [I] [I] r=□ [E □ .-8" .J.._ ... .. DETAIL 13 EXIT ONL V LANE STRIPE DETAIL 12 ll" WHITE CHANNELIZATION STRIPE 24' EP m 24' .-8" .J_ 2J .. ~ 24" [I] 24" DETAIL 14 ll" WHITE EXIT RAMP GORE STRIPE I 16 , •e· TWO-WAY !EFT ... m_[2• I m 3•-i TURN LANES .. 1: 4' I 4' .,. 4' I 4' I· 4' 3•~m @ ® ® ~ , m ~ m m 16' 1&* 1&1 ,rn ® DETAIL 15 TWO -WAY LEFT TURN LANE WITH PAINTED STRIPE DETAIL 16 TWO -WAY LEFT TURN LANE INSTALLATION AND QUANTITY SUMMARY co STATIONS OR POST MILES DETAIL PAVEMENT MARKER QUANTITIES NON-REFLECTIVE REFLECTIVE RTE NO. From To TYPE A TYPE AV CLASS TYPE B TYPE C TYPE CC TYPED TYPE DC TYPE Q TYPE QC TYPE H TYPE HC 'Nh1tt Yellow Cltor Rtd 8' Cltor Rtd 8' Cltor Ytllow Yellow Clear Cl tor Ytllow Yellow M11lA/t~ 73 SBt:I. 2~8-1/0 287 -125 .J.9 .J/0 /~ {,/ 82 IIIJt:1.2~3 ,50 287 -125 i 9 /90 48 /00 C(}M. C 84-175 81-125 9 . /2 nmD. ,.Ml.!Ct t:0,31 (!.Bf' /0 q .33 7imD. /'pn11.C4 75 -I 'fli 33 1-.:)C/ 9. /'I /3 33 l'lesrc>< ,I /27 -t57 /92 t 47 ~ 911 /Z 393 /:U INolfTII-c,~ucro ~~ /99 t O() V3 r37 5"9 40 3/ ;;::-..!:~. ~ Ill t 31 /7t -154 ,; 0 II/?_ 337 /35 I 4' ® ® 48' ------· 12· -i--------_I!!'._ ------l □ □ Typ1 C or Typ1 G Mar1t1rs may bl us1d REDUCED PLAN USE SCALE BELOW t:: I 2 j I '' I I 3 INCHES ON ORIGINAL PLAN 48' • I I 4' I· 4' I 4' ·I 4' ·I· < . I. ~ ® @ @ ® @ ® rn @ @ ® m R1p,ot Pall1rn _/ LEGEND: Type A 0 Non-Reflective White Marker Type AV a Non-Reflective Yellow Marker Type B rn 2-Way Clear Reflective Marker Type C [] Red-Clear Reflective Marker Type CC €D Red-Clear Reflective Marker Type D ft] 2-Way Yellow Reflective Marker Type DC @ 2·Way Yellow Reflective Marker Type G [] One-Way Clear Reflective Marker Type GC () One·Way Clear Reflective Marker Type H m One-Way Yellow Reflective Marker Type HC G) One-Way Yellow Reflective Marker 4• White Stripe I I Yellow Stripe @:%:@::ffl ~ Direction of Travel NOTES: I Place reflective markers at 48' intervals on tongenls and on curves of 1000' rod,us or greoler, and 01 24' 1n1ervols on curves w1lh less lhan 1000' radius, un1ess olherw1se shown TOTALS 500 /6 892 5{,() 1 } 2 When Type A markers ore placed on highways w1lh e11sl1ng DAll.lffllOl'ID februory Z0:,/977 MARKER DETAILS TYPE A a TYPE AV 1· 3.25"t I ro n· ..... @%:\;.£¼%. I [ . I 012 .... TYPE B, TYPE C a TYPE D I 75" TYPE C a TYPE DC CERAMI!; MARKER ) 325'! ·1 ron· ..... )..i TYPE G a TYPE H "o • I 75" 0 • ~25• [ 61 , ..,, 006" I TYPE GC a TYPE HC CERAMIC MARKER PAVEMENT MARKERS TYPICAL DETAILS 6 lroff1c slr,pe, long,lud,nol spacings shall be odJusted 5 ~---------------------,,---------------------.,....--------------------"""T-----s_o _1h_o_1 _no_n_-r_e_f 1_ec_1_,v_e_m_o_rk_e_rs_f_o_11 _on_1_h_e _s1_r.;.1p_e __ T.lll".l='l'!""!l'--~='""'----S-h_e_e_t~~;;;;--.. .;;;~~!-.N.;;;~:..,.h" "~·::r ··-@ 0/~ ~ ~ c:::::qcc TH[ TMICMN[S_y I or fH( SIGPj SPECIAL SIGNS -700' TO 1000' APART MIN. 1000' TAPER WITH CONES 50''!: MAXIMUM SPACiNG CONES IOO't MAX. SPACING 200''! ~-~-------, (&Llf ••• , u. .. ,,,, Ho..r, o 7 ORA -7.,_,,~~--1.:.li'.:.."'-.:::.-~t:.::..:..:'li'..=t:..,.,Z=--.....,=-.:......,_.,=1 f !!Qil. R(P(AT (V(RY ZOOO't ---0----0-----0----------0>----0· } ~ ~ ! I REG CIVIL ENGR NO_,l'-"5'-"3"'9:..:9,_ __ DATE APPROVED /"e/Jruacy2<f.t-9Z7 0 0 0 0 0 0 0 "oa O O c,----0--- --------------~-----____::[.;_.P._--..,~---t---------- '--shouldtr 600'! LAMP MATRIX ARROW SIGN LANE CLOSURE FOR HOURS OF DAYLIGHT FOR FREEWAY CONSTRUCTION REDUCED PLAN USE SCALE BELOW ~- ON /4\' N ... ILLUlollNAT[O CONES !10'!: MAIi. SPACING !NIGHT Tll,0£ CLOSURE SHOW"I TYPICAL LANE CLOSURE AT RAMPS ----•• 700' TO 1000' APART t:: ~ 10CH!s oi. ~101N! PU~ J PLASII( '--RUIID(R W57 SIGN .... n ,. i ~ ..... ILLUMINATED CONES 50't MAX. SPACING ILLUMINATED CONES IOO't MAX. SPACING IHP[AT [V[RV 2000°! • ... 200' t • • • • • • oo'!. SPECIAL W57R SIGNS 500'! APART THROUGH CLOSURE LAMP MATRIX ARROW SIGN LANE CLOSURE FOR HOURS OF DARKNESS FOR FREEWAY CONSTRUCTION 0 TRAFFIC CON[ • ILLUMINATED TRAFFIC CON[ ■ SPECIAL W57 SIGN D LAMP MATRIX ARROW SIGN • PORTABLE FLASHING BEACONS SHEEr I ' 0 : NOT[ S: I. Ill[ DIAN l AN( ClOSUR[ S SHALL CONrORIII TO 0( T&ILS SHO... r011 OUTSID[ LAltf CLOSUR[S [1Cf PT IHAT C20R SIG"S 'SHALL SAY LH T l&>,C OR T'#() LEFT LAH(S Cl OS( D AH( AO, 2 OOUBL I LANI CLOSURES SHALL CO,,SIH or A 2000' "'"· TA,-[11 Wt TH 5d! MAI. CON[ SPACIIJIG THROUGH TH( TAPER A C20R "RIGHT LAN[ CLOSED AH[AD" SHALL I( PL AC I D aoo·t r ROM I H[ 9( (;INNING or TH! TAP[ R APjQ A C :,011 SHALL IE PLACID AT THE ENO Of fH( TAPIR TH[ LAMP MATRIX ARROW SIGN SHALL BE ~LACIO 1400' FRO"' fH( B[GIIIINING Of TH( T&P[R OV[II !Hf CQMl,l()Pj LAIII( LI"( Of IWO LAN£5 (LOSIO. :, CON( 5PACING FROM IND Of TAPER THOUC.H lANl CLOSURE AREA SHALL I[ IOO'f MAl. 4 !,;~/•~~~/OA NIGHT IIMf WORK AR[ PORTAIILl ILLUM11<jAT[O StG"S (JIC["T TH[ !I A MINI .. UM Of 1500' or TAN(;( NT SIGHT DISTANC( SHAl L B[ PROYID(D FOR VlHICLlS APPROACHING TH[ .LAMP MATRIX ARROW SIGN. . 6 HOURS OF DARKNESS SHALL BE AS DEFINED IN THE VEHICLE CODE. 7. THE FIRST LAMP MATRIX ARROW SIGN SHALL BE TYP[ A. ALL OTHERS MAY BE TYPE A OR TYPE 9. Traffic Control System For Lane Closures MISCELLANEOUS DETAIL ./, . )( )( __ ,., ____ __ )( )( fOftM DH ,0 U Pf -- -'--- , r l I I -'--- I..,'--- I J EP"'"\ /SHOUlDER ./ "' 't "" ... ~L I ----- I 0 0 0 0 0 0 "-FLAOTIUE DAYTIME FLASH/NO NIOJITIME 200'8EACON FREEWAY SHOULDER CLOSURE /. LOCATE C24 SIGN APPROX.400'± IN ADY.ANU OF WORK AREA. 2. BEGIN CONED TIIPER 2oo·t IN ADYIINU OF WORK • AREA. SPACE CONES AT 25' IN TAPER -SO' ON TANGENT. .1 C/4 SPECIAi. "ENO CLOSURE." 4 NIGHT WORK: 11.I.UMINATE SIGNS { CONES. 0 0 ► j 0 0 0 \ 0 0 0 0 "' LLAMP MATRIX ___.-, lo "> ARROW SIGN 'PRDt'IDl SPACE BlTWEFN ~ o.:, CDNFS TOAllOlt'ltlfiHT TUlt/1$ ~ CITY STREET ANO CONVENTIONAi. ROAOWIIY WITH TRAFFIC SPI.IT I LANES (LOSVRF .Sl~NS ANP CDNES POSI T/ONFP IN AP YANCE PF /IITER.SUTIDN TO IIVOIO CONIUSTION IN INTERSlCT/PN- 2. PQST TlMPPRARY NO PARKIN6 SlliNS WHERE PARKED YlNl&US /NTlRl'llU WITH (PNED TAPllf. MINIMUM /# NA'S PIIIOR TO ClOSUR£. J N"JIT WORK; IUUMINATE .JlliNS f (ONU. 4 (·II SPUIAL (£NO (LDSUIU) I 0 WORK ARE/I I I --------- ------------ 0 0 .. . i Ii lo '! ... II:: II:: . ~ l;! 0 ... ... 0 0 -0-~ .. ~ ~►5 ~ WO/IK ARIA l I I I o7IORAI 73 ---~-c? ?ij7.-,l_ ____ _ "OJKf fNGINffl IIEGISlflfD CIVtl ~II NO 9~44 __ REDUCED PLAN USE SCALE BELOW DAIi .,..,_ Fe brCtory £4 /97 7 0 ► q; "' ... ... L I I . I ' I 3 l INCHES ON ORIGINAL PLAN ::.J ------------0---0--0--0--0 0 0 f~ 0 o o ►5 LO&f f/;/',/DPDINT ( )n: J CLAMP MATRIX ARROW SIGN CITY STREET ANO CONVENTIONAL ROADWAY I. S/fiN SPAC/Nfl-200' IIPART. 2. CONE SPIICINfl-lS'ON TANOENTS AND CURYES . 50' ON TIINOENTS. J TAPER l.ENOTN=/, SXW, ( S• SPEED 1./MITON HWY. ( W• LANE WIDTH CLOSED. 4 LAMP MATRI.K ARROW SIGN S111/lL BE TYPE A OR 8 IF THE SPEED /./MIT IS 40MPH OR CREATER TYPEC MIIY 8£ USED FOR SPEE/JS /.£SJ TIIAN 40 MPH. 5. C1" SPEC/Al (ENO CLOSUIU) 0 ► .... --IJ . i"J! I ~ ---------------------1 TRAFFIC CONTROi. SYSTEM FDR LANE CLOSURE~ MISC£ll/lNEOUS DETAILS (Ji) I , I : ; I I I I i I :!( ~ )( --x----1 X X ,01111 HD II,-, ___ __,,,, RfW R/W TIUFFIC BRANCH :>u, ntd D /f D IZ.·T, Oro•• D DP 12·74 Chtc•to D, JWH IZ.·1,1 I I I I I J --♦---- ~ _[_ ----.!..:~:..:T.:...:"E:..:•:..._ 7.!J FWY. ~ l:::i l01 Ram (•4 -A..1!.!l.o~'--------.J ~IRCVIT No. I BRISTOL STREET RfW ROUTE 73 FREEWAY 26S BRISTOL STREET NORTH TYPICAL TYPE I 5£RVIC£ WIRING DIAGRAM -..... .... - Sheet I of Electr1col Design Plans 07 OA',4 7.; R 4.(, / R6.2 89 /.30 1---'---'-----'--------''----'--_._--t fQ,01 ' 61 ru --, , '-. CHIEF, TRAFFIC BRANCH RfGl5TUED CIVIL fNGINffl NOBl.!/a_ __ D.All u,oov,o_li{:,f".~ 28,. /977 l REDUCED PLAN USE SCALE BELOW I 2 3 I I .• I I~ 3 INCHES ON ORIGINAL PLAN --l CONNECTOR Ci cJ ROUTE 73 FREEWAY HIGHWAY LIGHTING PLAN JAMBOREE RO. TO RED HILL AVE. F[[T 0 100 200 07207 0483 61 .x 140 7 " ZtSS ROUTE -__ ,. coNNECiOR R/W X X ~fl/STOL ,:; " I " I &_q, -----------------------------fl/w~ ---- CIRCUITS No.s. 2 1.30 ,:; ----------------- D PLAN REDUCE BELOW USE SCALE 73 FREEWAY ROUTE LIGHTING PLAN GHWAY · HI • RED HILLAVE. JAMBOREE RD. TO 07207 048361 )( " --,-----1 )( )( fO. IID ti ,r ____ ) \ \ ------------Sheet .3 of Electrical De$1gn Plans c..-, 07 ORA. 7,g ........ , .... R4.G/R6.Z -' ,/ , ~ I/..:,) ~ (? ,"'ye.,,.._ .,,,,,-~ -:------· 6 ~1sro1.. lf/W ,oo r or liqh/ln(J t!(JVtpmenl in .,lrvc/vre, .see l?ed flil/ Ave, OC. /jrid9e LitJhlinql'lon. Fu • No~IC!!.!~LLt.l!.L~~.!...!:.x.!:!~~-===>,-\\\-\ ~.A7w~r po/e-no/ 4S/.:,,M:,,he4 .h~/t,// ~Pi!J H, 480 V s11rvic11 lor Ck/.S I-t S' Q.?o' «/P~ F, 240 V tmm11l1r11d s1r11ice (v/,;?:rv~w1/4q~o')/orCkr. Ii. Cl(f, No.-4 ID No. P-/cc6S-I CKf, No, 5 ID No. P-/2,?66-J C!<f. No.6 ID No, P-lt?c67-I CHIEF, TRAFFICBRA-NCH --IEQISTE1EDCML ENGINfll - ..a .EL:la __ _ DATI AmOYlD Fehru.Ort{ 28., 1977 REDUCED PLAN USE SCALE BELOW 0 I 2 3 t: I I I I of 3 INCHES ON ORIGINAL PLAN --1 II I / === ===== ---i j fish// Ro.iJ.-n9 _ 80 I __ =-:::-_-_-__ --_-_-_-_ -_-_-_-_-_ "¼~<bw,OV l ________ )( ______ _:'_~_-;---5 lJc-i --~-------w-+-----+-':-1 b V ~ --=-~~c --~===c==o==w.=w.~'£~c~r.~~~'R~--'i~~.,===== , -----~"t,========::.::======~-=-=-======-==-~ flfW L..t.el c -- - _ _ _ --__ j :---l.M e!'---~ ~'.:'---____ Q - 11/w ----------~ s Lt•~ ---.;--)?-~-:::2.~--L =---/·7. \ \ ,o, C/RCll/T No~. Ii' ( 7 Ra.s//,n9 Ehocon ,£;e:/ ;Vo.,.? -----~ ----~== ~ ~ ----- ROUTE HIGHWAY 73 FREEWAY LIGHTING PLAN JAMBOREE RD. TO RED HI LL AVE. 0 200 07207 048361 •.)( )( --x---~ X X fOH HD H ff m5lal/ Z<f0/,110 V, ~oo IIA ~ep dawn X'/qrm4r ,n pull /Jax. Jnsla/1 I!· s ,A,np. ru11ed 4p/,'c., conn4cfors al pninQ,Y 4/Ud o/ x'/ormer. fn~/411 F/05h1n9 lJ4acon Conlrol Boir oe/ow 419n cantrol. locale P5C for a't'mmintJ 011 per e'n91neer In lh" /,·., la'. $/~n#/ Fla11h1'n9 Beacon .5el Na./ . .l'nsl',:,/1 4 r/qs-lJlng .beoco/1S'. OVTE 7.3 -t---:.----1...-l.--2..__ , EIU:£WAY I I I I //f Rre 1.~ _______ ..,__ I I I I I ~08 ----<:'1----:,-:_'S,;;---;-- Ck.t "-'~~40 V melered-:_:_-=:.-::.-::.~~ c,dsfln9 Clef il'JE 4BOV e1nmelered ~ /;)'1'tll,n9e40/~tJOV, .,-w/re 9ervice/ 9roundea' n~lrol Appu,,.ql l••°"""'•ndi,d Ir l)otif ..... ....... ............. 1/1. ✓/d II.JI/ -------~,---== • l ' "" \ 5/9n 'Ii'/ \ _.:10<1 -.!105 _, FWY ~/0 _.!Ill _>--I - Shee1 4 of Electrical Design Plans 07 0.llA 73 01,ft, uurr1c B!!AJCM , , -----~,'.l.=?_,,,£)1"~--REGISTUED CIVIL ENGINffl NO L?ll-12._ DATI AntOvto_&~ruacy 287 1977 REDUCED PLAN USE SCALE BELOW 'L_ I 2 i= I I . 1 I 1 l INCHES ON ORIGINAL PLAN :J l EGE ND CIRCUIT SUMMARY I C/rcuil No. 2-No.l0.4W6, 600V condvclor I Va/loqt!J 0 700 Woll mercvr¥ vapor lamp ond bollc 0 400 Woll m~rcurq vapor lt,mp and 6o//Q 'tlsl lo bt: in9/o//dd :9/ /o be-1nt1/41/at ~I lo be 1n.,/al/ed o 175 Woll mt:rc~rt/ voporhmp ondoollo. ,1, A /2" rhs/2ing /,eocan ta ~e ,In$ ;,'4/led. '..I.'\!/ ~ S,qn t'/lvm/no/2'on P'Xlt/r~ 011d /los/2,'ngOr!J, tJCo/7 h J~ .,;,.,5/011«1 °"P1t1in in t1erv/ce □ £.x-t:s/2i?q s19n dlvm/nohon J;-x,/ur~5 lo r. ~/mole: Iola/ load (No#~) Appro CIRCUIT NO. 6' I 400 4 4 44a::J 2 4 ~ G 1-E 240 4/JCI 4/JCI 240 2~0 2 4 5 4 zoo 4 - /otJtJ .,!l(X} /,1()(7 ~ ZC101t HIGHWAY LIGHTING PLAN • ROUTE 73 FREEWAY JAM BO REE RO. TO RED HI LL AVE. '[ I 0 so IOO IOI )( )( ---x-----i I X r • X Fo«II HD H" CD !3RIOG£ LIGHTING LEGEND /SUPPL£ME.NTAL} Conduit run or lerminolion de/oil. lei/er denotes inslollo/ion de/oil os shown in Ille opproprio/e ~leclricol Slono'ord Plans. £xleno' conduit o.s shown on Hiqhwo11 Uqhlinq Pion. ',••II lttl'-l'l ,\N ,\,, 1111,\lf lllR I IGlfllNI, IINI I Sheet s of tleclrical De.sign Plan.s. -..... ... - 7 07 Ora 73 R4.G/RG.Z <J~ /30 .;,1 e3 t,e:,,,,,e..,,,,._ CH1tr. TRAFF"lc BRANCH IEGISTUED civil~~ NO 8l~Q_ __ REDUCED PLAN USE SCALE BELOW , I 2 3 • I 1 :=J J INCHES ON ORIGINAL ~ FHONTA&E HOAO OVEHCHOSS/NG- BRIDGE LIGHTING Pl.AN SCAU .-I" • 30' 07207 048361 )(- )( IUD !IIU. ---><---- ./ ) )( fO,tM HD tl ,r rulvre.Siqn • I for Supp/emenlol Leqend .see f"ronloqt: Rood Ovucro.s.s,nq.l \, 11 'Ill', i'l .\~ .,, 1 1111,\1 I Sheet 6 of Electncal Design Plans. 07 Ora 7.3 R4.G/R6.2. '14-/30 , ... 85 Co;1/,,to'or s/9,,, C-'n:-vll' co,,,a'vc7'or, ;hsiCM ,,ov/1 /Jox. Sfv,6 our condv;i'only. ;Vo/;gh/in9 rtio'vres r~9v;reo'. AVENUE' _21.,~:c,~ .. ASII 0151 E.NGf4 lfGl~IUED CIYll [NGINfU NO 81,3 Q_ - - - o•n u,t0vto_&Ji,-u,uy-_2 B, 1911 REDUCED PLAN USE SCALE BELOW O I 2 t::: I I I I I 3 3 INCHES ON ORIGINAL PLAN ==-1 IUD 11/ll AVENOE OVERCRtJ.S.S!Nt;. BRIDGE LIGHTING PLAN SCALE, I": ZO' BRIDtrl' No . .55 -535 07207 048361 ~~~~---'-______ -· )( )( --x---- X X FORM DH PD 12 ,,. 0 0 BALLAST ---l---o--~~~w ___ o----- -----o-----o /69 t½•c ,IND 25 PA/111/P INTEKONNECT CABLES ro LOC. '2: ..... root.- o-----o----1--0 --. _R_/_W--o-----0~ ----<:::) IZO VOLT SIGN CKT. { WHEN RE· QUIREO /lO/UOV /IOV N N 1/TILITY SW/1(11£0 r, --= = = -1--NEMA TYPE JR CABINET I --lj ,,, ~ 110/UOVTI llOVTIJ JlliNAL CIRCUIT l.llillT/Nli CIRCUIT //0/UO TYPE SC£ SERVICE DIAGRAM (TYPICAL) .;r .;r .;r I PPB COMMON. I :J .I 3 15 9 1:J I 1 2 2 2 2 5 3 "a ~-':'-----+--=sc-+--+-''--1 lQOP Off. 1-=.=.L-----+-----+-~ CAB L 5 3 -50 - I - ~ 0 ~ r7 ~ Ll ~ ~ r~ ~ Cl; 0 L <: L..J 1 I ONLY \ I SHEET 7 OF ELECTRICAL PLANS 07 ORA 73 R4.C,/.RC..2 q~ 130 ~ },,, E) -¢ Ci YELLOW @ -¢ C1 tlREEN DETAIL ';tl" s•,nooP [)£T. CABLES. ------ -,1 STALL IJ•J6'SIG!I ~ SIGN NI s, (935 w✓, IN rYPE SC 2. CONTROL " £1(iHT/N6 FIXrllllES AND --_ ----~ -eorr to 8 c. -- ROAD . -, -R/W Q_ I- REDUCED PLAN USE SCALE BELOW I . 2 3 5 INCHES 011 ORIGIIIAL Pl.All ~ -- Bl,~--- ocs1aN [NG:;JR REGISTERED TRArrlC 0 ENGJNIU NO _9f, __ _ DATf "'"<lVlo_&hcrw.v«~r"',!'f,:---"2.1:iSc,.,-Lli9.L.ZZL--- -------- ------------ 2·J"C. tUU,tST NIIPVLL tJOX 4"11 LOOI' Df"T. CABLES, 4•14, Jli/tJ, 2"C:. POLE STANDARD SCHEDULE LUMINAIRE SIGNAL MOUNTING P.P.8. NO. DESCRIPTION ISl(i.M.A. LUM M..l WITH GLARE SH. \IF HI . . PED . PtiASE • "'" -.. I Type f-A·7' ---TP-f A, ?. Tvoe J·A·IO' ---TV·l·T -SP-I A, 3 Tvoe 19 JO 15 250W. HP·SV SV-1-T ,VAS - 4 Type / ·A-/() ---TV·/ --- 5 Tvoe 19 JO 15 250W HP·SV SV-1-T MAS SP-I ,6) Tvoe I-A -ft} ---TV-2 --8, 7 Tvn,, 19 30 15 250W HP·SV SV-1-T MAS SP-1-T 8, S!SN Hl5.1(195W}, INfTAU !l-:J6"Sl6N LIGHTING FIXTURES ANO TYPE SC2 CONTROL. NOTES (THIS SHEET) !111 LPPP PET. (,46!£.f. (I] AT LOCATIONS 182 INSTALL STATE·fURNISHEO TYPE 200 CONTROLLER. CONTRACTOR TO flKiNISH ANO INSTALL ANCHOR BOLTS ANO fOUNOATIONS. SEE Loc:,•rOR CONTROLLER fOUNOATION DETAIL. CONTROLLER SHALL fACE NORTHEAST. [l] RENOVE EXISTING SEHYICE ANO INSTALL NEW 120/UOV TYPE SCE SERVICE. SEE OIAGRAN THIS SHEET, SIG. LO. No. P·l2270·I; LTG. lO. No. P-12271-I. Q) REMOVE ANO SALVAGE EXISTING STANDARDS, SIGNAL EOUIPNENT ANO CONTROLLER. RENOVE fOUNOATIONS ANO PULL BOXES. ABANDON EXISTING CONDUIT RUNS ANO LOOP NTECTORS. [lj fOR UNNRGROUNO UTILITIES SEE ROADWORK PLANS. [1) LOOP NTECTORS SHALL BE 6'.161 ANO SPACED 9' APART UNLESS SHOWN OTHERWISE. LOCATION II I II At ~f----A2~t--- ---o►A1 Arp<)----{>Arp PHASE SEQUENCE 0 TRAFFIC SIGNAL PLAN JAMBOREE ROAD AT BRISTOL STREET •• 10 07Z07 -048361 100 • I I I i I . i I ·I ., .. j .----------------.._ _______________ ...i_ _______________ ....1-_______________ _,_ _ __,--,~-----,.--,.-..... -........ --~ .... --' "'"" \._..., ...... , ... ,,..... "'-"'--' ! "J(. r )( --x----i X X fOll:M OH PO ti " CONDUCTOR SCHEDULE AW.G. CIRCUIT ¢ At r/J Az 3 3 1/J 8t 3 ¢ Ct - - -3 - ¢ AzP -2 -- - #14 1/J 8tP --2 2 - PPB ¢A zp -I --- PPt3¢8tP - - I I - INTERCONNECT -10 -- - PPB COMMON -I I I - SPARES 3 3 3 3 - TOTAL G 26 /0 /6 - SIG-NA£ COMMON I I I I - 11/0 lUMINA!RE -2 2 2 - TOTAl I 3 3 3 - ¢ At .3 3 --- lOOP ¢ Bt --4 4 - DfT. ¢ Ct 4 4 ---CABlE. TOTAL 7 7 4 4 - ",~ IN T[RCONN £CT ----50 #/0 STREET NAME SIGNS -2 2 2 - e-------- _ .... - 0 I I \.i 4<11/ZlOO~ I~ I DEffCTOR CABl[S 1 It) I ~ 0 I I I I I • V A ? LJ I I V I 0 I - I II' II' II' II' I I ~ "' 18.C • • ► o I /;q" ,/) 0 Q)~ ~ ~Al I I e,,p PV SIIUT 8 OF EUCTRICAl PLANS. 07 ORA 73 R4.C./R6.Z 'Ito /30 REDUCED PLAN USE SCALE BELOW t: I \ , I ~ I ~ INCHES ON ORIGINAL PLAN 3 ::t ,r-:-;--10·---1 !-'4'Jb ---1 r;,1_. '\ 1'\1-~ ONLY ~ ~ R59 R59 ~ "RV PV ->-"'HAS ~ [~ _.__ UFT TURN SIGNAL AND Sl1rN STANDARD DETAIL "A" ~/j Corre~ ·rn,rr,Tiil'r,c-aRANCH RfGISIU!O CIVIi ENGINffl - NO 8/JQ o•n un.oVEo~u.ua.a,...,r,'1'-v___.,Z, .. '8c,.., _,_l--<-?L-7,._7 __ . o------o--- 0 R/w o -----o ~--_-_-----c:; -----0 ------~-~ -----o --Z"C .J. 6-AI o-:,,...n,, ---------Zs1112lOOPDEf[CTORCABlES, r... - :-.•---.. ~ '----.I.,--, .... "" - - -200•70 S,OPBAR l1 l_ z .. s-AI ---_.,_ !" -- _._ -"" !·9-A/ --~ ::::::, --... - I LJ">4.5-CI~ ·;.. -lj"' _2~ ::-:--At ~ ___. ,---- o2 t-'Tl"".3-s-Ct tb l•N·Az ff'I -m :::: Z·N·Az ]. -ff'I -... 185 • roB.c . ,;;, 3•N·Az ~ -----,_--c----• -~HSl.:i} •- ~-,-:::~ "14 INTE:::NNECT CABUS ronACART/.IUR8£VD (550'.r) SEE SPEC/Al PROVISION FOR INTERCONNECT EQUIPMENT REQUIRED INSIDE CONTROllER AT MAC ART/.IUR Bl VD/ ./AMBORff BLVD INTERSECT/ON (TOBE /NCll/1)[[) IN TIIE CONTRACT LUMP SUM PRICE PA/I) FOR THIS LOCATION). Pol£ SCHEDULE STANDARD ll/MINAIRE S/t;NAl MOUNTING P.P.8. TRAFFIC A/0, DESCRIPT/ON S/$,MA LUM/'tA ft'/fHGLAli'{SH. un-/~ >f~•uu PED, PHASE I TYPE 24 35'-9° 35' 15' 250W. HP·SV SV·!·T MAS SP-I Bt Z TVPEI-A·IO' TV·/ 3 TYPE 24 35'-9" 35' IS' 250W.HP·SV SV·2·T MAS SP·/ AZ 4 TYPE /6 35'-9" 20' ------SV·I-T MAS SP-I Az 5 TVPEI-A·/0' -------TV-1-T --SP·l·T Bt 6 SU £S-33 to: 4' ------SUES-33 MAS 81 INTERNALLY ILLUMINATED STREET NAME SIGNS BRISTOL ST. BRISTOL ST. .JAMBOREE RD. ---- ~R49 \ I \ 0 I / \ ' m ' \ m I \ ~ ~ ::::::, ROAO ~ i-__. '-'- '-'-'- -__,_ .. '-'- ---- / -/ ----ro--R-J~w--0-----0- -----0-----o I' 0 NOTES ( THIS SHUT) PLAN OF EX/ST/Nti Slt:NAllZEI) /NTEPSECTION AT ✓AMBOREE BLVO AND MACART/.1£/P Bl VD IS AVA/lABU AT PERMITS SECTION, TRAFFIC BRANC/.1, DEPARTM£NT OF TRANSPORTATION, Ieo so. SPRIN(l. STREET, lOS ANt;ELES, CALIFORNIA. FOR ADDITIONAL NOTES, SU NOTES IT], 11], [II AND~ OF LOCATION u/". LOCATION 11 211 TRAFFIC SIGNAL PLAN JAMBOREE ROAD AT BRISTOL STREET NORTH fEET NOT£: T/.1/S PlAN ACCURATE /:OR SIGNAlS AND Llf9.HT/Nf9. ONlY. 0 20 40 60 10 072.07 -04C,.361 100 I .I .I 1 c, . ,. )( ---x----1 X X g? FORM OH PD 91 PF Loe 4 CONOa'/"tU' St'IIEOL/L E A.JIit: CIRCL//T RVN '2 ,o/'A,8.J 3 ,,/1•8), 2 2 111A 3 3 3 fl/ A. '2 ~4 ¢,8 2 -c .3 (ZIC, 2 f#/EKi1##EC.T /0 /0 S.PARE 3 3 25 / '/O 2 g 2 2 -~ ~ lJIIICH 15 I ~ I-I -~ ;:::;, ~ 510. /[) No,P-1226/-l LTa. /0 No. P-1226_2:£__~-=~~~~...: POWER POU NOT ESTABLISHED. INSTAll l20V. TVP{ S.C.E. SERVICE. .SEE S{RVIU DIAGRAM, TII/S SIIUT. IZOV. 120V. TILITY WITCHED ( METER r---NeMATYPE IZOA)"" h, CABINET L~-.,,o 118 0AW&. AW.(; AW S/f,!N Sl&NAl ll&HTIN(; CIRCUIT CIRCUIT CIRCUIT (Wf.lEN REQlllRfD) TYPICAL 120 V. Locohon "¢'' STANDARD ~NO 1 DESCRIPTION: jsiG M.A ,~-/Y~:t?A·S J5~f!."' 20' I _,!n>e /-A 10' - 3 Tvoe I-A /0' - 41 Tvoe /1,4-S J,;'~ 9" 20· 51 Tvot llA-S 35'-9" 20' 6) Tvno /·I/ 10' I LtJC. "4" POLE SCHEDULE LUMINAIRE SIGNAL MOUNTING -LUMM.A WITH GLARE SH ~pn,vlttt :.l-..i-,;~ /5' 250W.HP·SV SJ/·l·T #AS ---Tl/•/ ----/5' 250W. HP·SV .Sl'-2·T MA.S /.5' 250W.HP·SV ... W·/·7 NAS ---,T'J/·/·T /f2t; /t,-i'.¢ ./'AIJ"ERC't,NNcC'T TO v'AMBO..f'EE ('..S:,.5'00~.) LJETAIL A' -PED. SP·/·T TP-1 SP-/ SP·/ SP·/.T .SP·/•T /Nrt:RNALLY PPB /L.L.UMINA rt:o srRtfET ,VAMF S!c:.t PHASE -ERi.STOL. sr -----BRISTOL sr BIRCH .ST - I -0-: ! J ;;> POL E S C HE O U LE /NTEK/'IAL.L.Y STANDARD ---LUM1N=:.""·1=RE=,;=s=,=G=N=A-=L===M=o~u=N=T~,...,N~G-=--=cl tt.L.UMtNATED STREET NAME IGMA LUMM.A WITHGLARESH ,,olfH'.~~'lJAR .. PED. S/tiNS TP·/:r SP·/-7'~----~ TY-/-T 20· /5' 250W. IIP·SV SJ/·l·T NAS 20· /5' 250W. HP.SV SJ/-/·T MAS SP·/ 8Rl570I. ST. 20r /5' zsow. 11i>-sv TY·/ S//.l•T MAS Loc. .!l CON0.:1/C TOR SC#'EL?.:1/L c ,l/1'6'. C/RCt//T /?.:1/N Ill ,;4.,g / #. ',41 LV. 2 12· ,d,4 .3 3 I 6//, 2 '2 2 PB 2 Ill C 3 3 3 2 V A'/W .3 3 .3 -:4L. // :?S '.¢ ~ (',:1,V;V,:7,¥ / / WA/RE 2 2 2 ~ 3 !J 3 .SE"RJ//c'E 2 ST. NAME S/6#5 2 2 2 CHIH,TRAfFIC BRANCH -, ... ... - R(GISTUlO CIVIL fNGINEEI NO 8/..!IO. 0•11 Attt.0Vfo_.&kv~r,1-.29.,r-L/.Liull<---- 5/G, 10 No, P-lt?i'U-.1 LTG. 10 No, P·/t?.?7.3-J ~ENtJl't: EA'/ST/A/t? Sc.RY/CE A'NLJ /M"TALL NEW ,T/',PE .St:E /2,:/K .SE.l?l'/t'E. ,o,o.#/88/36'.? E. 7 SEE IJEMIL ,;, • ST. i i /.So 'LE/'T T.:1/.-f'N POCKET. -----·- I- ~ r J (]] RO10V£ ANO SALVA(;£ UIST/N(; CONTROLLER ANO CA8IN£T, POLES, LUM/NA/RES AND SIGNAL Jl{AOS. /JELIVERTOC'ITY YAIW, CITY t:JF NEW PORT 8cAC'#, 550 S, SV.PER/OR AVG (?J FtlRtY/SII AN.0 INSTALL TYPE 26 CONT.ROLLER /N TYPE 6' C'A8l/v'ET /'o.R LOCAT/0/1/ '4 •• ANO TYPE 28 Ct::'NT/i'OLLER /N TY.PE d CABINET ,'OR LOCAT/ON ·..:i"~ @] ABANDON ALL LOOP O.:TECTt,R.S, [!] At.L PUL.L BOXcS NOT RcU.SEO ~HALL Be RcMOVeO. L REDUCED PLAN USE SCALE BELOW I 2 I . I I 5 INCHES ON ORIGINAL PLAN ::1 /() ~· " L /JC. "3 " 6=AS STATION E,(IST/NC IIV.TERCONIVECT CONO(I/T TO /RWNE /WE. TYPE S.C.E. SERVICE DIAG-RAM Lot:ol/On',t· PHASE P/AC/?AM [II R{MOVE 0/STINt; PULL BOX. INSTAt.l NEW No. 6 PULL 80%. R{MOVE CONDUITS NOT R£US£0. Locohon ''.3" PHASE OIACRAM LOCATIONS 11 3 11 B"411 TRAFFIC SIGNAL PLAN NORTH BRISTOL AND BRISTOL ST . ¢A ¢ B TRAFFIC 4------i> <l-------t> ◄ *' . .{ . <)-------!> 0..., 7?. ¢C ,A '1B <l-------t> . J* ► ' . I11~ <3-------t> <l-----➔ I' PERM'/SS'/J/E L ErT TL/RN NOil THIS PLAN ACCURATl FOR SIGNALS LIGHTING. SIGNING. STRIPING AND PAVlMlNl MARKINGS Ii C i I H AT 81 RCH STREET .,, ,oo ... ·-·-·-· .. "•·~ I I I I I ·-·--, X FOAM DH Pn 97 Pr ~" '"A? "'8 ""' TRAFFIC ~ • Jl,t( O!S G~!C 01f'.().l(7/7.. ~ -~ •• 0RN°;t1/75 ! !LEC• at° .,t:1/J5 r •opo ·.11r1/11/JS ! lm• ;uw>";,., S ,.a,1~G 5•1t1PI~(, &Pf. f._-,Q - CIRCUIT Ap ,a JIC JI Cp lff7ERCtW;V&"CT SP,,IRE TOTAL. .S/G.-YAL. c,::,,v. t. IIAI/N,4/21: ST. NAM,: Sl<SN.S I 3 / 2 2 ,Z .3 .3 -z .3 J // /~ I I z 2. 2 2 W-J IA = W-J = LL.J = L.......J = I.J ~ LOCATION V) _j 0 I-Ul 0:: 2 c:o 3 11' 11' 11' II' I ' ' ' ' Ii ~ r 10 I ,~, .3 ~ 18 0:: -- I 0 z LOCA7/0N C JIA pl LJ fl' C <r ----C> <3-----(> I1 l L ◄ '/,.( , ( - <3------() • .PER,V/.J'S/VE L£/""T T6'RA' o,., c .... , LOC. ~ POL E SCHEDULE of Elec. Design Plans 07 ORA 7J R4.G,/IU.2 98 /30 STANDARD LUM IN AIRE SIGNAL MOUNTING PO (HI -...:STARM PED TP·/-T TY·/ .f,P-/ el7A-S* 5'-9* 2()' /7A-S ".35'·9" 250W. HP-SV .;'Jl'·2·T AUS .f,P·/ N.8~/S11lS . 250W. HP·SV SJl'·l·T .VAJ' .f,P•/ • T ', -(,U1PllS Ot . TY·l-"T .f,P·/· T 250W.HP·SV .fY·l·T ,Y,,IJ' .f,P-/-T .Bttsmsr. 1- 1 lli I DETAIL "A" ~ ,ll(J.tJ/1'"/ELJ TY.I'£ 17, SEE PET,,I/L.S <7.-Y .J'/IEET /S. 0:: 1-Ul 0---== :::'!: ,__ < === __, = = 11' ~ ' ' L,iC> ~ ' ' \ ::: F====~~==--....,--.,_~~------'1----...-----= ,, ::: = .-·-< =E = ~ ~ ' ,-,-, 70 --; ,-,-, ~ LOC S POLE SCHEDULE STANDARD LUMINAIR[ SIGNAL MOUNTING PPB IGMA LUMMA'WITHGLARESH eo!t"' .JASJARM PED PHASE TV·/·T Sf'-1-7 .?0' 12' 250W. HP.SV SY·l·T .WAS SP-I ·T 8 1sr,u. sr. TP· / ·T TY-I .J'P-1 , -- .15~.!J• 20' 15 250W. HP·SV SY-.2-T MAS S/'·/ .i,l'IS7"dt.S:t: 13'-9• Z~W. HP·SV SV·l·T(! /VAS .f,P·/·T --IKV/,VEAV~ £·EXISTING; /Ill OTffFR SIGN/IL 11£/IOS·NEW NOTES [2J RE.VCJt'E hYP .J'ALYACE CCW.TR(?LLER (' C',4,5'/#E.T t'CJHr'LETE. @ Ft/RN/SH AN!J /IIJ'TALL TYPE 2G CONTR0lL£.e /.,YA TY.PE t:: C,48/NET FON LOC. "G:' [) AIJ.4NM!V ALL LOOP P£TECTORS. ~ ALL .Pt,U BOXES ..t't'T .eEt/J'EP .JWALL ~E RE,M?J'EP. @J /#STALL TYPE .?7 t'tM'TROL.t.ER WIT/I T/Mf SW/TC/IG'S ~~ 3 0/4L.S AN.O .3 OFFSETS PEI? t)IAL /,YA n'P£ 6 C,-1.B/#ET Ft1R L(JC "S:' l REDUCED PLAN USE SCALE BELOW l . I ~ 3 INCHES ON ORIGINAL PUN j ,itl A <)------<> - }'I-~ <3-----(> LQCA ION 5 I '41 \j < ~ .... ,\l 'SI t _j 0 I ~I Efl 0:: co LOCAT/CJ,,Y 5 pl LJ fP C IH l J <l------c> -:ti PERH/.J'J'/YE LEr T TtlRN ~JI} v u::.v-- ._,, •:.,:.,, • BR.:.~,,-IIEGl!.1£11(0 CIVIL fNGINffl NO 8/JO DAJI m10v10. Ft:l,ru,ily'I 28., l'lL7.L1 __ EA'/.J"T/#11 /#TE.<'CcJH/YECT TO 8/,1.'C# .J'T AVENUE S/&"# #.t. ffZ. /N.STALL /~ .St5·/Alt'H /"Lt/CJ,f'ESCEN,T J$,V Ll&"h'T/N&" F/A'/"tl-f'ES ANP T/'.PE .SN' $/t!,V CONTROL. LOC .S COn'.OtlCTtJR J'C'h'ELXILJ. AWG C1H(u1T A fi'tlN /2\ 13\ fl' {A.,B) -3 -¢' -(,4;-.i_}p .:!. 2 - p/A 3 .3 3 ';°4 1, AP --z. 1, g -,i! -,re ---I" C,P -z. - /#TERC'O#,.Y.a;-; --/0 ,__ - ~RE_ 3 .3 .3 -"Tt:?TAL. 8 /S /~ "'1'1 ..f'l&.IYAL CON' / / / J'/CIV -2. -..,8 .t.t/.V/#.,(/RE -z - #10 Sr, .-VAME Sl6AIS 2 2 2 LOCATION 11 5 11 &11 6 11 TRAFFIC SIGNAL PLAN North Bristol St. & Bristol St. at Campus Drive •t•· 07207 • 04.8.36/ r-:::=============~------l-----------------------L-----------;-------------1-----------.--""."'."-:--:---:--:--::--.l.---T:ir:::-r-:::::-T-~•"Ew'.:!-::--n-:=7r: ..... 213 ~ heet I I of Elect, ,ca 11 PI o ns ~--4-.::._::::....+---::;.;..~f----!!'_,= .. =---t-=""=:-ir-~ 1 CONLJt/C TO/i' .SCHcLJt/Lc )( )( --lC----il )( )( 'OMI DH-PO 12-H ,(JI'.: CIRCVIT ,'i"'UN tdAI f11A2 3 POLE SCHEDULE (11.81 3 #Cl STANDARD LUM I NAIR[ SIGNAL MOUNTING PPII. NO. DESCRIPTION 151G M.A. I..IJM.M.A. WITH GLAMSH Y <HI • p, [ D. P'HAS[ PO• UM t,C2 .3 3 3 T 'Tvoe I-A 10'(4 ---ru-,-~ -SP·l·T gz <'01 .3 .3 2 Tv11e 2,f-;f 95'-9" -'S' /:5' 250W IIP-S~ .SY.I AU.f.tJt/F ..SP.l·T 42 ;Oz a 2 13 Tvt1e /·A 10' TY·/-T S,P-/ A~ ;/4 ;A/ 2 2 2 ,, Tv"" 26 35•.9• 4~· /5 250W. IIP·SV .5J/-l·T ND-,V,,T .S,P-/ A/ TvOfl /-A 10' ;r-/ .SP./ LI/ 2 2 2 I Tu"" 26 95•.9• ~~· /5' 260W.IIP·SV .SY./.T H,U-/11',1,' .S,0·/ LI/ ,zJ,82_ 2 f.>,Pfl ;Al I / TY"" /·A /0' TY./ .S.P·I A2 "'"" 17-B 95'-9" 20 /Z, 2&1WIIP·SV ..SJ-'·/·T #.UN,f/' .s,P-/.r /h /'/'LJ.JII z I P./'B. ~ Bl I I I /!P.8 JI/ I ~8 tVM'NON I / I SPARE .3 3 g rorAL. I /? .!JO "' 'ETECTtVi' 3 3 eC/"t:'R 2 TtJR 2 2•1z 2 2 eaQ/1 I. 3 5 1/RE 2 2 ~o I i::> I. .s g 3 ________ A'A#" _________ _ BRISTOL ~ ~ ~ 200 'l'o .i.C. .... 0 '\ z TRAFFIC ' ~ NOTE'S ('rh/s .sh~e,'} [ZJ SALJ/A6'E E.Y/..S.li'Nc? CONT.ROLLER ANO CA.ilNET. REMOP'E FOtl;V.OAT/c:W. @ IN.STALL .STATE·rtlRNISI-/EO TY,PE 200 CONTRtJt.LER ANO CABINET. SEE /"OUNOATION OETAIL ,480J/E. FRONT .SI/ALL /',4CE Sa/,W. CONTRACTOR TO /'VR/11/Sk' ANCk'OR BOL T.S ,;/NO /,V.5T,,:/LL l"Ot/N0.4TION. II] REMOVE ANP SALJ'A&"E AU E.YIST/NO ST.,VvOAROS. REMOS/£ PULL 80.J'ES NOF REL/SEO AND ABANDON CONOU/TS. . @ IN.STAtL NEW Cl?NPUCTOR.S T#ROC/4'#0VT. ·@ ,.t18ANl?ON ALL c.YI.ST/Nd t:'ONOVIT.S. @ LO.:,.P Ot!'TECTORS .Sk'ALL BE t5'-t-tf' ANO SPACED 9' APART, t/NLESS tJTIIERW/J'E INO/CATELJ. (7] FOR UNOERal?OVNtJ UT/t/TY PLANS SEE ROAtJWAY PLANS. {]J IUMOYE EXISTING .SIGNAL .SERVICE. INSTALL NEW 120/.!-IOY TY,-.£. .SC£ .S£RP/C£. SE£ .S£/fYIC£ WIRIN/i DIAGRAM SH££T 7 o,r £L£CT/f/CAL OE.SIGN PLANS. S/(i. /0 No. p~fi!.?76-1 L TG. 10 No. P-/2277-.1' .. -NOTE T.HIS PLAN ACCURATE FOR SIGNALS, LIGHTING, SIGNING, STRIPING Al>ID PAVEMENT MARKINGS I 'I 2-.S-BI NtJI II II ~ . ~ : ~ II ~ II ~ j II 1-~ II ~ II,: " I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .SfE O~TAIL " I I I I ~ ...... ,.., ,.,,, ,_,. __ ,_ 1·-.0•-,-~, TYPE zoo TRAFFIC CONTROL FOUNDATION DETAILS DETAIL G FUTURE MEDIAN-.:;, VER _ _ --- 12 "'YELL OW ,(IRRrJ/11' 12" GREEN ARROW --- l)ETA/L A" -- 0/ OR.4 /'..f R4.tf,/R6.2 '1'1 130 __:;-t6 (o,, ,,elL- CHIEF' TRArFl?~ANCH RfG•SHR[f-'\..IVIL. [NGfN[[R • ' N081.-Y2 DATI AffllOYlD &Jrt/"'°f 28, 1971 200'/o 8.C. J_ __ --• ---- REDUCED PLAN USE SCALE BELOW I 2 3 I I . I I I =t 3 INCHES ON ORIGINAL PLAN LOCATION .u7" TRAFFIC SIGNAL PLAN BRISTOL STREET AT RED HILL AVENUE ., .. , . I l!!!!lal!!!!!!!!!!!!!l!liCiiiiiiiiiiiiiiiiiiiil:OC!!!!!!!!!!!!!!!!!!!!!!!!!!!!IM:liii.iiiiiiC_,===::,-. ---·--·- i . I i )( X --x-----t X X FO"M DH PD ti Pf NOTES A. CONST.RUCTION .STAGE 1 -lJETOU.R .STAOE: [Z] .,RE.MOVE PVU. aox. 0 A'.cL.OCATE eX/.STIN6 .Slt7M4L Sl'ANLJA,flO COMPt.ETc n, ,POLE LOCATION 121. tf.'EMOVti EXIST/A/0 l'"OI.INL'A7/0N. INSTAI./.. A/\/61.E v°)soR ON Sl6'NAI. #EAO /'NASE ,4. 0 AL>JI.IST .:X/ST/Nt:s .SICTAIA/.. #4'AOS m NEW ,Ro,40WAY AU(JNMeNT. 0 rOR I.INO£,e6ROVNO 1.17/t./TIES, SEE ~OAOWAY /'I.ANS. 8. CON.STRLIC7"/0N ST,4ac 2 -~.£'VE.RT Tri'AFFIC TO O.R/ulNAL. .ROAtJWAY: 0 /?EI.Oc;4TcSTANOAROAT.POt.e@ToO,'i'/v,WU. L.OCAT/0,V,4/V,:J ,f/£,A,fOVc ,4Nt;;I.E VISOR ,:.>N /'#ASE A Sl6A/At. ,',1£,40 . @ ADJUST Stt;;NAt. #£ADS n:> ORl(J/AIAL. ;f'OAOWAV AL. '<iAIMENT. ----------.A'/W _________ / 81?/STOL = /ZS 6 ,-- 7/?6 / V ~ =--__, -'"" 7 \ \ 8 \ ' ~ ' ~ ~ t:! ~ Sheet //! of Electricol Plans SiREET 9 0 .. , .... -..... ...... ~ ... ... - 07 ORA 73 DATI AfflKlYID &kt.Jwq 28, J9 n t:: REDUCED PLAN USE SCALE BELOW , I 2 3 I I "'I 3 INCHES ON ORIGINAL PU/j --f T£M,PO/?AllY LOCATION "8 11 TRAFFIC SIGNAL PLAN StJt/TH 8/?ISTOL STREET ot li'EO I-I/LL AVENUE f[[' to 40 IO 10 IOO 07207 -04936/ JI a ,, (MEO/AN) (SHOUt.LJER) FlA5JIING BEACON WIRING IJl.46R4M On•nl ,oJd/#,,vu,/,-,,,: .,/,men/ ,,; ~,;,/,;,.,l,:,:/r,,; ,:;,n/n,I vn,I owq!I /ran, s/9np,,11<1/ ,;,nQ' /lo,l11n9 ,;,11con, ,.Y,op,,n, jod,I ~, //111,J/1 at-11/ cono'ud ,t, /,9Min(J l'l111ur, ~_??h'°9'1~ .flqM1/?9.tl-,?C'On~ T holle9i, I v lo F/.un,n9 8,ocon Conlro/t/.-,; (St11S €::J_-48) Fl,u.+,~ .1>«,c.,,. w,lh .1.r• y,//pw ;,,,,, ,;,no'.,-~ bo1Jk,olt1lt1 all 11.n,vnd (T;,p,.,q/) / .t•,~ "Jnu, ;,,.,,,,,;., su l'j,,'1~1/ J,,1-j1//1l,- ~11-l11/1-~111i11i1 J~,,s. '"''' .S~,1-/J TB eon,ru/el (/j/p,cal) r--,2• ~ L.~'•J·•,··~· T Not,: ~ ln11'1II /l9hl,i1p /,xfvNS /nd/11i, A,/ow 11nd ., Met /n r-onl ol lhe •19n po,u/.( 9ee 9lontlord Pion EB-.JI ontl 65 ·.JZ ). l'e,.,.,;.,~,t '" ,,.,11 ,,,_, ----~· Z. Jll,.r/nf/ s-'tt1II /Je Ab /e, Goo V. cono'uclor.s ,-,, /" cono'uil. ~,,,,.~, ,,_,,,,, 11111/,,1,,,,_ ,,. .J,v.11 ;1,-1,,~ 61aaon control .w,/1, o,7d I-po;. /1>1• ~/~11/1 i,,1i1,: M,,,,,,,,,,, #',.-,,u1111,r.-/d •, ;,•,~~ ./"-Lt:1.SQHO., C'7N.E ,"t:l,'NT .SET SCA!EW-', /"LOA/6, W/TH LOCK-Alt/TS TlJ .SECt/,f'E .MAST A,'i,<f /0" NOT.E: SC/i'£W.5 AAltJ Ntlr.l 5/?'/Ll BE CAl!MltlMr'LA7EO Foe, o/ sl,velu,, Gol.-an,r,d Condv,I sl,op J,r/0,,/•,nch t/'1/(JtE IN PO/.E M'O ,l't,4TG. EtJ65 REA#t"O ., ... flAtl 5heet /3 of Electrical Pion,. -zi,,,,-- • ·-Sp,,c,ol car, shall b., loAc,n no/ fo cl11p con(',,/., .• o,t;oC',n/ to hair op,n1n9 J Jt 20 ,,,pons,.-, $CIYw oncl,o, w,/h clos,d t>ollo,n nu/ -_ _,9.a.6<--- 3 All holt!s l'or anchor bolls shall In drilled wil// non-percussion ty,o• t!quipm,nf. Et.cf/AT/ON SECTION I Pull box,s housing S Al t,onsfo,m,,s shall t,,, No 5, ol,.,.,,s M, JJ 2 Fa, orslh,l,c ,,osans, condud msk,/1,d en lh, su,/oc,r o/ sl,uclu,n shall b, h,ch'.,.,, /rrvn ,.,,.., whpr, pr.Kl/co/ 4. Condud sl,ops sholl Dr the OM hole tv,o, ,nd 911/y1niu~ 5_ Holu df!llrd in C'osl-m-plt1cr 9,rde,s sJ,a/1 b• z.f' Pt✓,N ,~1 ., 7!/; J:/ -_,(y,.,, .. Ht 1'1111-t ~ e,,.ts r'l,t /1/1,:k ht.+ Jli"s -Jt1-l1 /',,,Ill.I#,,. S'fN I''"'"/ t• ,, ,,.,,,,11,; ""1"'11'"''' .. ✓,, /j _,,,,,,/ A,~,U .1'6" _1_ / i.r TO.P OF .POLE Al,w,-1 ,,.+1-1,.,1,~,,,~ ~,.,,,,.; ,,;,.,., ,,,,, ,,.. /~t ,"/1,t-, ,,,_,,, ,r,-,r1v,-, ,,,,,,.,,,~,~ eAl,r,r1/.1. t"Jl1 -t, .SIAS/~,-_ ,/,_,,, '"'/; ,. ,,,,-,,,,,,.,.,. ,_,. ,,,,.,_ ..llfA ,Mlrl .it'-,__,..,, ,_,,_/ r""'• II, ,-htNAu-tr,;, _,,,,1 o m,nimum of I/-,nch,s l'rom li>t1 bottom ol11mr. 6. No ho_/11 1holl b• dr1/led ,n p,,s tressed p~cosi structures wdhouf pnor opprovo/ from 1Jnd9c D,parlm,nf. w11,,, ,.,,,,.,,t II to N t:tM'tl""""' "' .s-lre,t i,w/ 71 I· .I .t-. -c--- LJI--.J.--j---,r,,,,_ 't'.J"'I r_,.-j,1,i -CMJV,W -t, ,1,.,,, ust .1.-,tc,1 / ,',,, ,.,,,l-l'/11'• ,,,,.,,,!e.r oAlfJ I~ ~/,crnl ,h·-,1-.,- Nir,,..,,,,., 111,,,,,.,,,_,,11.,,,. ~ •,t1 •,-,·• I' REDUCED PLAN USE SCALE BELOW t:: I 2 3 I I 1 <oJ ~ INCHES oN ~1G1NAL PLAN ~ DISTRICT 07 FLASHING BEACON INSTALLATION STRUCTURE MOUNTED SIGN INSTALLATION MISCELLANEOUS HIGHWAY LIGHTING DETAILS NOTE: THIS PLAN ACCURATE FOR LIGHTING ONLY NOT TO SCALE 0 7 .:?07 -048.3G/ ......... ------.. X 22!12" MAX. VIEW 0-D X SECTION A-A TYPE A SIGN SIGNAL MAST ARM --X-----1 I II 221/2 MAX. VIEW E-E SECTION 8-8 TYPE B SIGN X SECTION C-C MOUNTING ASSEMBLY OPTIONS TYPE C SIGN ,-------' I \ 1 ) 11-611 -61 SIGN '20011 -a' SIGN I I I 11-611-61 SIGN I • f ' I , 21-011-81 SIGN I I I -6 -6 SIGN • I 21-0"-81 SIGN }~ '--B I A 8 C 61SIGN 8'SIGN 15 5'-2" 61-2" l'-3" 18 51-311 61-3" 11-411 20 51-311 61-3" l'-4" 25 91-I" I.><.. 51-6" 30 91-6" 101-61 6'-o" 35 101 -6" 111-6" 1'-0' 40 121-6" 131-6" 9'-0" 45 121-61 131-6" 9'-0" SIGN PLACEMENT SIGN MOUNTING L REDUCED PLAN USE SCALE BELOW I 2 ::i I . I I I 3 IIICHES ON ORIGINAL PUN I I I I I ,v.,. ,~ a.k -1,,,,,,n., • .I Gkue1ry ze., /977 NOTES [[]-LOWER MOUNTING ASSEMBLY. 11TH GASKET. [g)-uPPER MOUNTING ASSEMBLY. ~-ROO. 1/2-INCH. STAINLESS OR PLATED STEEL. @)-LOCKING PIN. STEEL. @)-FLAT WASHER. STAINLESS STEEL. (§]-BUSHING, BRONZE. -FULL LENGTH CT]-BOLT. 1/4• INCH STAINLESS STEEL. WITH SELF-LOCKING NUT. rn]-BOLT. 1/2• lNCH, STAINLESS STEEL, 11TH THREE NUTS. ANO COTTER KEY. -LENGTH VARI ABLE. @)-BRACKET, 1/4-INCH X 1·1/2-INCH IIINIIIUIII. -LENGTH VARIABLE. [g-BRACKET, 2·P I EC£ Ao;usTABLE. -1/4 • 1 NCH X 1 • 1/2• I NCH IIIN IIIUII, -TIO 1/2-INCH HEX HEAD BOLTS WITH NUTS AND LOCKWASHE RS. (ill-CLAIIP, 2 ·PI £CE. SHAPED TO FIT lllSTAlm. -l/4·1NCH X 1·1/2-INCH IIINIIIUII. -no 1/2-INCH HEX HEAO BOLTS WI TH NUTS ANO LOCKUSHERS. ~-IIDUNTING BOLT, 1/4-INCH IIINIIIUII, 11TH NUT AND LDCKIASHER, OR SELFLOCKING NUT ANO COTTER KEY. !@!-CONTINUOUS HINGE. IBI-THUIIB SCREI, 1/4-20. IIINIIIUII TIO PER SIDE ON 48-INCH CENTERS. [fil-REFLECTOR, 0.040-INCH IIINIIIUll T!IICKN£SS. [§j-ALUIIINUII STIFFENER. [j]-FLUORESCENT BALLAST, F72T12/F98Tt2. ~-LAIIP, Tt2/COOL WHITE. [j]I-LAIIPHOLDER. ~-LAIIPHOLOER TURRET. [j]-S1GN PANEL, 15• INCH 111NIIIUII HEIGHT. MESSAGE IS SHOWN ELSEWHERE. ~-CORO, 16/3 TYPE SJT. CONTINUOUS FROII SIGN TERMINAL BLOCK TO SIGNAL HEAD IIOUNTING TERMINAL COIIPARTIIENT. FORM A ONE·FOOT DRIP LOOP BETIEEN SIGN AND IIASTARII. ~-CORO CONNECTOR. 90° ANGLE AT SIGN. LOCATE IN UPPER 1/3 OF SIGN. STRAIGHT AT IIASTARM. DRILL ANO TAP BOTTOII OF IIASTARII. ~-ADJUST FIXTURE LEVEL AND NO LOIER THAN CENTER OF SIGNAL ARII CONNECT I ON. ~-APPROX I IIATE CLEARANCE. 1 ·INCH. STATE OF CALIFO .. NIA BUSINESS AND TRANSPORTATION AGENCY DEPARTMENT OF TRANSPORTATION INTERNALLY ILLU~INATED STREET NA~E SIGN IH83~/ .,_ ~so.c¾ --·-·------------- Dafum t.,,ne --------t----• £/ev 0.00 1G<o Location ABUT. I BE.NT '2 ABUT.:, CONCRETE PILE Speciried Tip Elev. + .3 • 3G + (p ,/9 Top of Fill 0lz MEOR Su 'Roat/ Plan" ti. Roure 7, R • ¢JOO 6. "II-° 11'45" 7 "§N.3J.i L ~ I, 122 .790 /(i,8.,00, 00 /3.V. C. ~lev. .54./9 -----------· Zl.81-10" --------- Abutment I R. C. = -l.3Z9 % Per. Sia Ct,()()' v.c. PPOF/1...£ GRAD£ No Scale Z 2 8 ,_ fJ 1//' ______ £_A_o_v_f_4 __ 174.,(?0.00 £/cv. ~/ . .39 -4, 454 % Abutment 3 t-----t-----------------+-------------1----- ,~, IG8 CLASS 70 TON BEARING Probable Tip Elev. -'2. -40 +'2 ~i;-.,. .58 13.C rronlaqe RtJad t RrBSO' .6 •.3Z" ltJ'2~ • T-U7.5.37 /..•+817~0 IG9 Rd /C,9~33. 79 £ C Note 170 17/ ELEVATION !'-9" l"•.JO'-O' (i) Pam! "/3r. No. 5!J -~.31-t Year Con.sfrvcled @ Pamf "Fron foge Roncl Overaro551'ng N t Frontage Rd. © Pomf of Min Vorfica/ Clearance 170 NBr:Jc·ooH w 171 269+Z2.7I Rfe. 73 PO.C. /G,9+48.01 Fr. Rd. P.OT. 17/.,24.0 B. C. REDUCED PLAN USE SCALE BELOW I ~ I I I • I l INCHES OH ORIGINAL PL.t.11 _ _A Con-lour (}rad1'n9 ~ / 86'6' Road Plarrs I I® EIJ 17/+80.1I El.~7. 97 (B 4' 44-' Profile Grade IHIT. couwn ltOUTI POIT ■IU.-TOTAL HOJKT 07 Ora 73 R4.6 ',l?G.2 103 ISO "1-/77 "77l8 1H1inan C1iil iii1a&i IHW HM 28 1977 , APPROXIMA'l'I!! QUA!ITITIJ!S PUIWISH PILING (CLASS 70) DRIVE PUZ (CLASS 70) PRESTRJ!SSING CAST-IN-PLACE COIICUTE WATERSTOP JOINT SEAL ASSl!M!ILY (MR 2 ") CONCRETE BARRIER (TYPE 25) FINAL PAY QUANTITIES STRUCTURE EXCAVATION (BRIDGE) STRUCTUR!! BACKFILL (IIRIDGE) PERVIOUS BACKFILL MAffRUL STRUCTURAL CONCRJCTE, BRIDGE FOOTIJIIG S"l'RUCTURAL COIICRJ! TE, BRIDGE BAR RE IN1'0RC ING STEEL ( IIIUIXZ) /'·9" 5,885 LP 160 .,. LUHI' SVll 220 'U' 160 LP 1,210 LP 2,075 C't l, 905 C't 135 C't llSC't J,11~ r:r 504,000 LA Concre.le .Barr1t~r iy,Pe J?. ,- Future Ut-ility Openin9 C as-t -in-Place Pre.sfresed Concrete /3ox Girder TYPICAL SECTION 1~•10' INDEX TO PLANS SHEET NO. TITLE GENERAL PLAN DECK CONTOURS FOUNDATION PLAN NO. l FOUNDATION PLAN NO. 2 ABUTMENT l DETAILS ABUTHElrr 3 DETAILS MISC. ABU'l'MENT & RETAINING WALL DETAILS BENT 2 DETAIL TYPICAL SECTION GTIU>ER LAYOUT JOINT SEAL ASSEMBLY ~ C onlovr 6rodm.9 '>- Su Rot1d Plans Top ol' Fill~ .1 R d :" rr~r"!( 0(1 !. CAST-IN-PLACE PRESTR!!SSED GIRDER DETAILS UTILITY OPENING -BOX GIRDER LOG OF TEST BORING STANDARD PLANS DATED JANUARY, 1975 ~ Standard Plan Slwl Af:J. V-Dt1foil Af:J. PLA/\I r-30•·0" FOR GtN,uL NoTu sn ''oeok {'fmfour., "t,/,eel LIVI LOADING: KUl-44 ANO ALTlflNATIVI AMO PIMIIT DIIION LOAD IRSDG£ DUARTMEHT • 001 L1 • 3Z0 /!lJ'OO' T• z.32.926. L •4~3-3ZO • • • DESIGN SECTION • • • 7 S--l<,penloor. __ . a..'.~~~ ----":'tla_ "¥-.,.,_?-!!£. ~: OUIGN A62-BB B0-1 80-3 80-5 B2•8 82-9 Rl•l Bl-8 B7-l Bll-53 EXCAVATION AND BACKFILL BRIDGB-LIHITS OF PAYMENT BRIDGE DETAILS (GENERAL lo Alll'l'MENT) BRIDGE DETAILS (WALLS) BRIDGE DETAILS (DECKS) PILE DETAILS -CLASS 70C LOAD 'n!ST A»CDCa PU.II DS'!lltt.11 RETAINING WA.LL ffPE' l H--4 1-lO' RETAINING WALL DETAILS ftO. l BOX GIRDEll DETAILS CONCRETE BARRIER ffPII 25 -STATE OF CALIFOl!NIA DEPARTMENT OF TRANSPORTATION FRONTAGE ROAD OVERCROSSING DCTAIU LO::ATED Af'PRCI)(. 0.3 MI. S.E. Cl' ROJTE 55 IN cm>a: <n.NTY LAYOUT GUANTIT11:■ ■nc1P1CAnON■ " WO 048'3~1 cu 0720?'f -NO. GENERAL PLAN .., ____ _ '-. _j .____,__, -; Note: fJ = Indicates even foot contours. X • 10 1 tn+ervals. Contours ao not include camber. If) t;l!. r-u + ... edge of pavement Profile grade 174 175 ht edge of pavement IC) tt r-I..) ... I SUPERELEVATION DIAGRAM No Scale DECK CONTOURS 111 • '201 PRESTRESSING NOTES 'Pjack : "20,4-00 kips Iola! at J■Ck1ng end(a) A1 : Plack To111 numbe, of girders = -5!!__ ~ Concrete: l'c = S,!a.oo pal 11 28 day1, ,. cl : ~ psi • lime or 1tre1t1no GENERAL '1 De1lgn 11 bated on u : 0 25 and k : O 0002. and mod1l1ed lo, honzon111 CutVed ahgnmenl. ,t any Pjack 1peci11ed 11 lhe JICkl'l,jl end('II) Includes friction lonH and prov11ion for f1.t~p11 Ion In ,1,eu 2 Tendons lo b4I 11eked to O 75 f•1 and aneho,ed al an equivalent anchor HI = 5/8'' 3 Contraclo, to 1ubmil elongation_•~ lacking calculallona baaed on 1n1t1al 1tre111 at ■ =~ limes 1aclung 1tre11 NfDQI Mo. GENERAL NOTES LOAD FACTOR DESIGN OEIION: AASHTO NIN 1973 wUh rhlalont arw1 u ""'....,... "r MElell PLANNING ANJ OESION WAH.JAL lndl.lllllng -•• INIII ...._. detlgn pt'oc.dul'H. DEAD LOAD: lnch,ldti1 :,s paf ,or fulure ...,,,. IWfece- LIVE LOAOIOO: HS20--o14 and allematl• ... and pe,atl dell .. loaiil. REINFORCED CONCRETE: ty ■ eo,co, pal f1c ■ 3,2$0 pM • • I T,-N-ollbo(-... --., f 1 ■ 20,000 pal I c ■ 1.200 pal • ■ 10 PREffAESSEO CONCRETE: SN "PtwtrNllnt ...... REDUCED PLAN USE SCALE BELOW I 2 I . I I 3 INCHES ON ORIGINAL PLAN j '2. 14-----·--•- I --~Q<J..I.L]L R• 4500' I:,.• 14' 11'45"" T• S~4.U l.• 1122.,90 01Ps5a¥,J~~ ~!\J F'RONJll&E ROAD R, e5"o' b.• 32• zo•z,• T• 24T.f31 l.• 4t,/. 7~0 0 ~ g6£.· ~zgi~ ~,.,-21,2•c.e.:rn BC. BJE-13 I I N s-,&,"]!fl,0~O_ E 504,995.J<,4 I j : I I I / Relainlng Wall l..l)J.. K. •84~ BEN~H MARKS Zf.9-A· ~ 1 E.LtV. 3,.os 5t..T RCIJND ~ BOLT AND W\SHE.R. V-1 A.C. Pl'.RKn-lu LOT NE.AR END Of' TIRE BUMPER. 0.1 Mill &OUTHUST f,J..ONu P~iSMlf.S RO. f'ROM ~ ll'l'T?i\.su:::r1ot-1 OF Flo'ILISADt.5 RD. M,lt) SAITTA ~ NE...1 00 Ft.CT SOUiHWE.ST OF It_ OO..ISAD£.S RD, MID s nn NORTHEAST OF MOST EJ>S'l\;.RL~ CDRNE.11.. OF G.RltFl1H O:l, BL>ILDIIJG. AT IC.40 PALISADE::. RD, ELE.V. 4~11 5.T !>TAt-11:>AAt> C.H.C. BRASS CAP IH P.C.C. ST.t.MPEt) •w.-. •21'..S-1~1." I I.lilt ::,aJTHE.AsT ALONG,, ~l~ADE.S ~ ~ 11-lE IIIT!.RstCTlON OF i=¥-LISNl£.'3 R~ Nlt> SNfTA. '-WA AVE., SI!)() FEIT llOR'll(E.As, OF Q.D <t ""1.15~5 RD., I FOOT Wt.ST OF c, FOOT CHAIN UNI:. FENC!E. AAt,ulJI) 1 WE.STE.IWi SI()£. Of O?./'INE.E. CO. ,a.1RR'~, 10 fU.T AO!m\ Of ~IJ ll1oliT l'NR OF' AA&t.... BPJ>q:S 0IJ FE.NC.i.., SCAif I"• 20' LEVEL DATUM.__ ___ _ -----------M o,___,5~·~1·J~D~----Mo, ____ ...._ ___ _ --~~~ a,-:~: ;~!Z~;~ \., I : I I I : 1f I I ' ' (f / I I I I I I I I ,_/I I I I I I I I I I I '/ I .-, -I II I ~ I I I o / I ff / I I-I '% I ,._, I I I ' I I I I / .,,'-1 ~ I I I I -I ,.,, .... I / / / /~ I I \ • ' I ( \ \ ' \ ' . '-3 - ,,__A=-=:-:~ /~7 r/.9.~ ... .i REDUCED PLAN USE SCALE BELOW t:: \ I~ ':::1 ~ INCHU 0:. ORIGINAL PLAN 28 ,,,, • /~9 .. ,;B.0/ Front-age Road ,,.~ ...,~ 1-.. • • • -· i.otld-'·u sl l'i/, . • .. .., I f. Column N54S>.2I. .66/ £ ti~.!5~.:J.3Z STATE Of CALIFo«NIA DEPARTt:.!NT Of TRAHSPORTATION ..._,.,........,. ___ _ J' - < --- N.54924 4"88 BENCH MARKS SU.If I"• ?Q' LEVEL DATUM1--___ _ IOl~--------CON101o9 Al o,, _ __,:,::_i-l..:_-J.un,._ __ _ UTaJTa Al o,, _ _.2.c..·1u.P:_ ____ _ ------------- .....____ --- /# l,;~·c .. - "YJ> -•. /.j°• ----~ ~~ 'ffJty Wo'I I J...a /... ~;P-:l==~~~~R?::,_;T!J~ -~ /, . . . I -------~-- --DESIGN SECTION 7 '• , ., , ROUTt: ,3 R • 4500• A• 140 '1' 46•' T• SM.3tl L• IIZ2.~'3 0 N 55l,111.l2o E. W1,!'2.C. 01(, t!.FRONTAG~ ROAD R• BOO' A• ~'2• '28'00" T • 'lS2. o/l~' L•453.3201 , N 54P,4Z7.Jft __ E. 503,'31~ OGi REDUCED PLAN USE SCALE BELOW t:· I.,~ ·:J ~ INCHES ON CIRlGINAI. PUN SHEET C~ 2 2 ITATt Of CAUPC:alA DfPARTCl~T Of mA~TATION + OCNO"ICS SPOT W.VA'TIOIJ ' FRONTAGE ROA[, OVERCROS~INt~ r::=i D,mofes l:loffom of Fooftn9 E/1yi:ll/on II f ~ Fo,-. dariiils not·-shawn,see·•A&::iuf-mant-~ o.tcsila~.1 f 2. ~ FOUNDATION PLAN NO. Z ..,._":! ~:Titi~ • Bent '2 -De-I-ails". ~hee'f' I Fi,uitd111io11 .P/11t No. I nol,$. a.=:.=:==+~~Q-r"""',rtC-------G:- 55 _ 534 ~ I OtJL-..:=~~-EE_t:~n ,-,=•-z12l___--.., ______ -==p=======-===~~==;.:p=====-===~~~~~::-e~~~~~~•-~~ D.iiiiiiiii ....__.,... ..... ___ ---· .,. ________ ,. t Const. jt. 11 e /f3 --F==:it'-lf •G ,~IL ----t----it "s ci~ ~c, #1 I L ~ 7•· bu.ndl<Z. Batfer ¾: I ,1 I\ " I... ,I. ~--~~cz: Join\ 5~o.\ A-':>~iLmo ~ e,necz:, 1 (,-9!--- :~ 4 'J <ti? I: ;r.r Jf. FIi/er :19 ...... '"!Ox/(')~{)''<! /4 -f2.!:nd led Wlf/1 ';4 "Bars -11 e 14 -...... "II Cnnf. Tof.4 "-1---1 -----r '4 Cnn'f. Tat /: bts -:: ~ •11 Cnnf Tnf. 8--l--- *-t <!!:IB --- 4th Row -~~~~ l~i~l ~ -:·#··•" 1$t Row 3 n:l Row ---_z~Q_" _ 7'-0 ·• _ . _ 'Z. nc,1 Row SEC TIO/✓ A-A 3/~' • 1•0·· DU,WN ., on,ru OUA.Nll11U ., Ref. Wat/ IC," s ~ I )( 0 x'2 Elasfomeric k:Jearg pads, +of. G Coat top wdh grease cover with /8".,. .32')( .OG4 galv sheet metal. Area under pacls to be level . ,--;c...:_:__-, Lot._--;_ r_ -----I:-------J:------..L cl- r cO in '211expandecl polysfyrene -Barrier Railing nof shown --------D ,1. ABUTM£NT £/....£VAT/ON v-,•, 1'-n" C-lood State of BRIDGE DEPARTMENT DESIGN SECTION a-w CALIFORNIA 7 ==~-)rJ ::« a-w DEPARTUOO OF TRANSPORTATION ::1':'.!:::4:~-, I OtllGINAI. ICAI.I IN INCHU CU vTJ,07 f'OII HDUC:Q) PUIII 0 I I WO ,:>'8381 'Z.'::,'-o• IIUO<i[ No. POST MIU e,·O' 6" Cl:'la.mfer- t 5rg. ~ )( REDUCED PLAN USE SCALE BELOW O I 2 t: I I • J • I 3 INCHES ON ORlGINAL PU1,1 FOOTING P1-.,AN ~-, /-O" .-+-, Baffer Piles 3 :1 3 -=1 + • 2cal{i'(fo-,. pen min :-7-,uJtr~A 1 • {__ Dlr1ctlon of weld I ' Run off on ) ~ . 5 I bo b ~~c-4JW ap r I a, os shown ~-SPIRAL SPLICE DETAILS T~ Notn• I. Butt weld to bt made first. 2. Butt wtld to bt In flat OI' harlzontol position. 3. Lap bar ctnttrtd on splice. 4. Flare weld to bt ,wade In direction shown. 5. Lap bar equal 111 llzt to spirol bor. No-te:; l For section E-E f Abu+. foofin9 sfep, see "Abutment .3 Derails 11sheef. '2 For Ab1.1trnenf corner details, foot,'n9 corner reinf. c:4etail, section F-F / G-G ,see "Miscellaneous Ab1.drnen-/-and Retaining Wal I Details '1 sheef FRut✓T..\GE ROAC) OVERCROSSING --·--........ --.. -1 I i I -----' ------1 --- SECTION C-C ¾/::1• 14'-o" 14'-o" I I_ -------r- SECTION D-D t/'=1~0·' i rrtJR/,,1,, l?d. ----,,,.~_.:~--~--L-- Note For De/oils Nol Shot.Jn ~ See "A11sc Abufmenl-t ) -Rehini"!] Wall Defo//s ".shr::e/- 14 • 4' Abv.t f"('On~ f"o.c~ r<1:int= .f4 L-...J ~ n.", front foc,z: onl,y ABUT FOOTING FOQTIN6 SECTION E - E TYPICAL AT ALL CORI--JER5 o«IGINAI. ICAU IN INCHU fOII llEDIICID PUNS 0 I cu WO STEP PJ..Al\l ·---. Din. couwn ..... 07 Ora •n---~~=-u:,,1-IlWW[,__ ___ _J E. :'1'1, l!.6" A:J" /~9- 5ee ''Joint ';:,r;:a.t A";j~emb t:::," =t-.=i -------, -----~ c• 1 .. , ~ I"' I ' ~~ etz 1 ~ tof.6 I ' .,,.__.,.,.__ Consfr. jf. I JI Filler ".9n e Pa?-.s ly_!'~" •4 fo ,/ l~(t 5" IC> •-.3• e /l'/ ~-r,.--r=~,;==it!==.1=~==;;=\:;==-!, 4 Conf t"ot. 8 6.5 Cont rot. 8 -~ ~ 0:::'::7':'====!:l;=::!':;;=!cd,.L_._I ..J.111// Center over each row of ,oiles "'!-,; ~ ~ "> 4'..e" SECTION 13·/3 -3/8"•1'-0" \"e:x.p jt f'iller □ A8UTM£NT £1..eVATION No ScoJ. t: Dta.pnl print, bearinc oorber nvtdoo c1,.,.. ---+ REDUCED PLAN USE SCALE BELOW I 2 ::r I . I I I 3 INCHES ON ORIGINAL PLAN --------.. ··- -•TYT:-- I l I 7 I ' Nofe: Reinforcemenf shown /s ,n • r-1/ add,Hort fo Set'fion A-A ~B-B~t\ r,,itforcemenf, shf. ~ I G. ~ '<l -8:o· -t.5~ fol. z Top I Bollom of foof,'ng 1:z" ,,,,.,,. ti ,,.. •• 5@9 Tof I Boflom / of foof,n9 CORNER RE/NF. DETAIL L R.d Wo.\\ t.O\.. TOP OF WALL DETAIL (TYPICAL) 1s•-o" 1-1° Co H• 1'2.. I t'-o• b _, SECTION 6-G c<) . ,, :u-o I ,1 21-0 H=/8 --------- I I L-----' I 11tn ,ou.,, aovT-. 07 On:t 73 Noh: For Oef>'19n H • it; o....-d. H • 'ZB' on\y u.~ 5'·o• footin9 th,~-...n~t.'f>. Footi-n.9 kc;:1 : no+ n=qu.i~cl. \..(oc-il:.onbl ~inion:crncri1 to qo;~fcnd. to '2"cl from frof'\-\-face of obu.+rna:nt, 2-1-'-o" REDUCED PLAN USE SCALE BELOW SECTION H-H Y:: l., ~ ·::J 3 INCHES ON ORIGINAi. PUii Abu. t b:Jc. k v.'O I I n: inf. #5, tot 9 Ex tend 11-0" into ffg. ABUTMENT Y6" • 1'·011 CORNER 1•-9• n ,,,..--11 5,Tot. G Extend 11-0" into ftg. 1 A.et Wo.11 \.Ol. ,---_,,,,--------~~--,r--- 1_ __ 6 • cho.m f,zc-Abu.t bo..ckwo.\\ "C"'Cirif ) r. f3af tom Face of £xferior Girder I --:--=--~;t,;-M R£ I Nt=: 13 13 II 13 13 II CAP R£1NF0RC£M£NT II I ----p TOP REIN!=". /3 13 13 E /3enf Cop Slirrups of !Jeck NJTE; All BNIS NJ. 18 EXCO'T AS NlTED. toe£RS AT ElllS OF BARS INJICATE LENGTH IN FEET FIO,t t BETiEBI COLJ..t,NS FOR BOTTCII REINFORCEMENT WJ t. OF COLJ..t,N FOR TCP REINFOIIBENT r I -13orr/er Railing /\lot Shown--- :t1 1~ ~;....I-+--------,..-·----, -- a ' •of ' I ...S, • I -1 I (\I r-· -: • II 1 ---+-%\ I I +-I I I f ' I I l ) ( I I I I I I I I I ' '(911 @)L I I _,. -q-rl-!== "1~) I_I I I I-) '-9 ' 5'-011 j 5~0• I -!..1 -----+ -~ FOOTING PLAN 3''c1. #5@1'2. both way IIG @ 1'2 both way ~, 1, Tot. '27 both way L_,~--or-•1.9T ELEVATION 3,1G~ a 1'-0'1 • •• ---------- / .3"CI G~/2, I@. /8 _M,1x--t, 1 __ ,,-=--,-'7~•[!tJ;l]~~ Sflrrups L REDUCED PLAN USE SCALE BELOW I I . I ~ 5 INCHES ON ORIGINAL PUN Nole All Dimension and Remforcemenf Symmefr1col Abouf f. .Span. 80 dio. lop Anchor spltc~s in spiral around verlicol /xr, or use mechanical SPIRAL TIE HOOK 9~0· :J or wlded spli~. ~Column ---- LHigh Point ':.0Hi2,-t_L--1r=,-=-=-',=---, •41@ ~1 both ways, Hook around top If Jootforn mats. l.~~a:I Parabnl/c Tronsihon CO/...UMN D£TAIL No St:ol• WO 04~! fl cu £71-07 INn. couwn aoun: 07 Ora 73 ! ---------_9'-G,''______ ---"1 .... Wt,2 .. J.. .... '1 ~cb:.diil !~! _ 4':-9'' _ j .... ---&bc11dC'j 26 nJJ -.----£_ <O ! ? ~ £ l3ent Cap r -t-Top Slob Re,nforcemenf I .J_o TYPICAL S£CT/ON /,'2'•t•o· Note.: Bundkd £1,·ery Of her Bars ·-., -11 N tof. 45 ------- ~.\ 'l/x8'-0'foU/J-fr-• ~ . .... --~~\ -., Sp,ro/ e3 <i ~r+ ~ / \" .... _!a./ ,I ~ *,..4 Spiro/ ~3½. _.->. -• __ , S£CT/OAI A-A SECTION C-C S£CTION B-13 S£CTKWD-D HIDG& l>DAITIIINT DESIGN SECTION STATE OF CALIFORNIA 7 DEPARTMENT OF TRANSPORTATION DUIGN FRONTAGE ROAD OVERCRO SSING DSTAIL.8 BENT 2 DETAIL °"'-' ........... _._ ........ __ ------- 1-6' C'Mf fol I #5 CMt. ft1I. /0 I #6'0 p /2, SECTION 8£.TrVEEN (jlROER (D h_": l'-0'' 5/ockout for joint sea/ assembly. . ,~·· •~~ie!!/.l --~F=;:t- /--- I Grade 40 steel I i-•4, ~ @/2 I I I I I I I INTERIOR GIRDE.R A-A Y2." • 1'-0" "' ... : 'l.· it(p f'=-i~a. ste~' • Q -2 ~ I I ''l•'G -1 ea. ·step ' 1'-(;• I " ~ 5 /'-6" -L ( . , . r' ,, /, ' '/~ I I 3.tt1;;_1@c. ~=F::C.:-:-_ -=-===---; 1lo' t==~==~ 3.#c; L@G I 7'•011 OBTUSE CORNER EXTERIOR 5-5 ACUTE. CORNER GIRDERS Nole: Preslres-s hrehoro~e P,dt111/s are f'or ,-1/uslrcd/ve pt1r,Pose only O,t(/ finq/ l;/oekoul w/1/ clepe,t(/ 011 iype of prnfrlfssi11,1 sy:Yfem v.s-ed. A11ehor<1Jt1 Blocko11I I Pe/alls w11// '14' approve(/ l;_y fire E,,j,nt!'er. WO ~.J n;.' cu ;--:AJ7 <f:. Br9. IOUTI 73 I ,osmU-TOTAL PltOJICT I ';;' I ::,n I R4Jo/R<o 2. 11 I /30 .. ,._.. &lu:<ldr~t 2B, 1977 • z ~ Concrck &rr,e:r '!Jpc. 5 ~ REDUCED PLAN USE SCALE BELOW t:: I I ·' ~ I 3 INCHES ON ORIGINAL PUN B ,,Oufside face of exferior 91rder / ' 1t5@1B M\J @ . w F1n01I position after prestressing bLJf before recess is fJ1Wwith concrete ANCHORAGE BLOCKOUT IRIDG£ DUAltllllHT DESIGN SECTION 7 ....... - DIITAJU ~le" • 1'-0" STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION FRONTAGE. ROAD OVERCROSSING / TYPICAL SECTION ("-f Abufmenf <t Oiaphragn, = £ /3enfc <e:.Ys Span~ ' ., Abur. I Potr1T oftheoret,·cal no movement GIRDER LAYOUT§ for two-end stressing. ~ l"•.ZO' .. I s-t eenr ,z Path is poraboli'c '" IG'-o.:...r-- between points shown. ~ I r'iol ' S_yn,, ~bout c/;;. ·.!..t • LONGITUDINAL SECTION PAY LIMITS OF CONCRETE No Scale NOTEI ALL BARS NO. 'f EXCEPT AS NOTED. No Scale lruHBERS AT ENDS Of' BARS IlfDICATE LENG'l'II IN FEET rROH I: OF ~ENT ----------------------------------------- IC, ...... 14-~--' :::, ~ 14-=..J.fL __ ~ 14- W0O483 I CU07~O ,~ ,...... -IJUUIN QUANTITI&a 0 0 v-s;j- 0 ~ § § ~ ~ ~ ~ ~ 7 DllT COUWTY IIOUTI POST IIILU-TOTAI. PltOJttT 07 73 Nn.......,. 6::bO-tdC!/ 28, /977 CORNER DETA/ LS ,!+"=1:..0•0 REDUCED PLAN USE SCALE BELOW t::' I.,~ '::l ' INCHES ON ORIGINI.L Pl.AH Carnber r,'ne 0 -~ ~ '5 0 STATE OF CALIFORNIA DEPARTMENT QF . .T~ANSPORTATION FRONTAGE ROAD OVERCROSSING GIRDER LAYOUT DI_,,,....._.,._._ ........ __ _. __ ._ __ _ Face of Barrier 4 " tP 6 11 max ctrs ---Stagger--- @ @ _____ @ __ 0 ·%" P open holes tP /8" PLAN P/act1 anchor bolls for Covt1r IE on approaching Ira/fie end.---1-. \:0 0 -----,~~~--~ @ 11 •• , _____ @_: : :o ::: ----r I I I I I I F '1-"-"-l-~---'-----" '='="="'=""'=':SSlll __ @ ___ @_ : 0 I _!Jorrr,o/ to joint 5/e"'P A·325 bolts,/¾" 1/411 Bevel--.......... reach. Torque to 4" /50 fl. lbs ~ Bar 4 •¾''.--:i:----,~--i -r-- 1 I I 7e "l2"anchor sluds@l2''.t I ........... --; rl! "~ Exact widlh lo be ~1 ~;•~ ;3 •;;:~ -•;•~;" ~;.. ;;·~ ~ .. \' l[ IJ,,z'1'I R;,cessed hole·Typ _,,._,. &bcuar'f 28, 1'111 3/4 ¢ Hole in Bar 1 18 Angles· Typ I j 1 ~~1 ..cI2P_olDeck " ---r-- Use inslol/otion bolls extended 1/2 "min and cool with bond breaker. After concrete hos cured, remove mstol/ation bolls, ins/a// A-325 bolts and sheet neoprene. I 5/e " /2" anchor studs ~ /2 "~ I 2" • ~ / / .... .Y '--'--'---' / // ~---~~~ ~ Closure Pour Limits '---+-r--Toe~ weld nut to angle of 2 loco/ions. ·% 11 9"anchor studs @!2"t. clear Bend lo clear paving I (Typ) notch or when re~' al closure pour. I : I , I I I I I I I I I 7'e 118 11onchor sfuds@l2"± (5" long \_ in overhang J l 3/161111 13" wide sheet neop,rene. BOLT 8 PLATE LAYOUT 2" Paving Notch or I Closure Pour Limits-:, ! 1 Match existing joint width for closure pour I ~ Face of Barrier Top of Deckj I II }16 Gap L 4 113•1/2 L Slop on high side ~ of deck HIGH SIDE BARRIER DETAIL ~ 8" 2" I r----i 1-----, I ' I,-.. I I f----.,, '!r-----l I 11 11 I I II II I VIEW B-8 /0" Cover le. STANDARD DRAWING c......,.l I '-\ I -I , _____ J ~ Match slope of Barrier or Curb lace SKEW:::> 20° Pour Limits ~ "a" .-I See"P!an Bor 4 • -'/4 j1 "Gap Bar 4111/2 .... :•. SECTION A-A Joint location Abu.~ I A.bui 3 Tight Fil 11 /3" wide sheet neoprene 6" . I ANCHOR STUD Notes• I Note Stagger anchor studs l!J 6''.t on centers lhus 1 ~ 12"± 6".± 12"± Information ,, a" Dimensions rn•~·m•nr 0 In'! M.R S/rt1w '2.'' !:)::,• 3'2.. '2" 49° 17' L Winter Summer 11;41. .. I'' :½" I" REDUCED PLAN USE SCALE BELOW I 2 I . , I • 3 INCHES ON ORIGINAL PLAN Spring 8 Foll I¼' l 1/4" 3 :::1 LOW SIDE BARRIER DETAIL SIDEWALK DETAIL Full penetration bull welds may be substituted for the fillet welds on all anchors. v,; Gap (See Note 'B"J Cover fl 3/s 118/'z 11/8 Bend lo mo/ch face of Barrier SECTION 0-0 10" VIEW C-C oalGINAL ICAU IN INCHU ,01 HDUCID P\.ANI (See Note "B") 11/Gop- " . ~ ~ "') i ~ 0 I Cover ll-Bor611 3/e•l8 cu .. ' WO./,., I A/lernate types of anchor studs may be permitted subj11ct to the approval by the Engineer. Joint seal assembly to be used in conjunction with closure pour. (See olher sheets for limits}. Closure pour shall not be placed until lino/ deck surface is within the tolerance specified. Joint seal assembly lo be lobricoled in 14' max lengths. Use joint at crown of roadway, al any change in transverse slope in deck, and al changes in /Jorlzonto/ direction. Place other joints al or near lane lines. All metal parts to be galvanized alter fabrication. Sheet neoprene shall be fabricated in one continuous piece or Joints shall be vulcanized. Neoprene shall be fabricated to bend around corners. I "holes in neoprene sheets shall be drilled or punched so Iha/ Ille neoprene is not distorted al the time of insla/lolion. Note '~" Insert assembly or expansion anchorage for fa'• 1¾" A-325 bolt. Note 118 11 Use the Sidewalk Detail at all sidewalk joints. Use the Barrier Detail at both sides ii the roadway is crowned or ii /he difference in elevation between the ends of the seal is 0.5' or less. HIO<iil No Dtueg•rd prtnt1 hearing earlwr revis'°D datrt _., 14 ·-------------------~ 3•0· ' 1 __ : ___ J __ /tS_ rr,_111_/lqre_-.J>-_ t ; 5!0· I U@12 mm. w/"4 ';:::,lle onll . each duct. 1 9 9 9 9 9 ~ gtJ Ducts PLAN t\bte, Place closed end of duct ties in direction of flare "4 duel ties Common Brg H'.s STIRRUP REINFORCEMENT AT FLARE OF GIRDER STEM fl. Girder Abut. rein/. continuous thru anchorage ---- --+-;----;.---~--i--' --+------t---+- Coble shall not vary more than 2• from a perpendicular lo the Ii'.. Start flares to Brg /ls Nole' Sufficient points lo be shown lo place duels accurately. I. 0./L Low point of coble path (C.G.I COMMON BEARING PLATE PRESTRESSING PATH Notes, Recess for anchorage to be filled w1~h concrete . Edge distance of bearing plates shall be lf/2" min. p,ofl •1~1.-rof&&. P.OJICI ...... 07 Ora 73 R4.~ ~G.2. t 14-130 Distribution of prestressing force : Unless otherwise noted the prestressing force, P JOCk or P1 , shall be distributed with nn opproxImotely equal amount in each girder ond sho/11,e placed symmetrically ai,oul the f of the structure. In slobs, the prestressing force shall be uniformly distributed across the slob . StresSJng sequence: No more than 1/2 of the pres tressing force in ony girder may be stressed before on equal force is stressed 111 the ad1acent girders. At no lime durmg the stressmg opera/ions will more than ~ of the total prestressing force be applied eccentrically about Ille centerline of the structure. Girder stem shall be flared near anchorage to provide o minimum of 11,,p• concrete covering the ducts, flare may be on one side of girder only. Bar remforcement interfermg with the prestressing tendon alignment shall be adjusted, as approved by !he Engineer . The working drawings shall include any additions or rearrangement of reinforcing steel from that shown on !he plans. 3"min. cl. (except 11/2• min. near anchorage J ---- DUCTS 3 1100 8 LESS DUCTS OVER 3 11 OD to 4/h"ao DUCTS CNER 4Vi'OD CLEARANCE REQUIREMENTS FOR DUCTS BEARING SEAT FOR PRESTRESSED ANCHORAGE AT DIAPHRAGM TYPE ABUTMENTS I. Duel paflerns shown are for a 12• wide girder s~m; for other widths the minimum clearances must be maintained. EXT. SLOPING GIRDER VERTICAL GIRDER BEARING SEAT ILLUSTRATIONS Contractor lo submit working drawings lo the Engineer for approval. I/;!" expansion jt filler 2. Girder stirrups must be bent to fit the duct size used, or 1[ stirrups may be used . 3. Approval of the Engineer is required for deviations. ,/(----Paving notch may be reduced lo 9 "min -,,...__ _ __,,,-----1--_.,/ lo accommodate anchor plates. ';===='J;=r.:;..-,,<-1=:,,::;::_=_:!._.=f----When paving notch is reduced and approach 0 REDUCED PLAN USE SCALE BELOW I I . I ~ I =1 EXT. SLOPING GIRDER ( Re inf Typical J ~ slob is thicker than 9•; place 2"thick expanded polystyrene between bearing seal, abutment diaphragm and approach slob. Place v2" expansion joint filler of top of blockoul with lop of filler flush with paving notch . £1'-0"embedmenl from line of bockwoll #5 L@eoch step t: 3 INCHES ON ORIGINAL PLAN NOTE• This sheet supersedes Sheet No. 88·5, page 114 of the Standard Plans dated January, 1975. SPECIAL DETAILS 1'2. 14 ' I en C CD- CD I 01 ! m.1 "° XS-12-46 DHW1NCi DAR 7/75 STANDARD DRAWING DPAILI II,)(, e n.,..k...t Stato of DIVISION STRUCTURES 7 CA LIF O RN I A ,_~IOJ_E_~;_GN_sE_;c;,.,;,.r,;...c10_;N __ --1~=-· ,=POST="'~·....,,:~.~-4--i_:-___ F_R_o_N_T_A_G_E_R_o_A_D_o_v_E_Rc_R_o_s_s_,_N_G ___ _. DEPARTUOO OF TRANSPORTATION [NOIN[[IL.,;,1...:,_I ...;."'-'-_..__,..,_,"'-I' --4.Ll CAST-IN-PLACE PRESTRESSED GIRDER DETAILS SUIMlfflD IY d ~ OltlCMNAL ICAU IN INCH U FOIi •lllUCID PUNS 0 cu WO tlVIIIOlf DUU iPffLl■IIIHT ff AU °"'-U SDBS-5 Nole 4 ~- ~ [J (\ ~ J,, I I \j (__:!' Note 5-/ ABUTMENT DIAPHRAGMS c.J Note 6, I t 2-115 ------ Note DETAIL U-1 6 11typ. 2·"5 INTERMEDIATE DIAPHRAGMS AND HINGES Sllrrups same shape as adJOcent sltrrups, Note 6 DETAIL U-5 AT INTERMEDIATE DIAPHRAGM 6" "5 l:Lef@ /2 max. '---* ~ ,Lf~~~~~,=!5~•1 -"-=== BENT CAPS Stirrups same shape adjacent stirru s /!6" e6 DIST COUIIIJ' IOUH 01 Ora 73 N,,._, .. 2~/e;:w1i <2.r Z '~/fJ 75'" . n ,..,_,..., p,-.. ~J mbro.uy 2EJ, 1211 Stirrups same shape as adjacent stirrups. Note 6.-- DETAIL U-7 2-1166. ·1-t--f----'r-=--'=+-----'--+--1 =-== ,.'-., '-.= \61typ. JL..__I 1-----+--+---1----+---1 "7"1k "66orO,t-;;,. 5 "5 @12 max.~~} ,u Note 8 ...____M. 'of_e 10 ...__ ___ ._ * Omit "5 ~ when -· Note 1 --1---___ _., -----..: t •ep9 [J Note 6 i---------{ I ,----i I ( I I I I I I I DETAIL U-2 Note 6 DETAIL U-3 2·"5--1.-- I I 1----..I l :_-see Detail U-3 I I 1----.l------;t L----------;~ 2-1166 DETAIL • "'5n2mox.~I ">( 1~ 6"typ) U-6 AT HINGE For future uli//ly opening dimensions not shown on Project Plans use ,• @ = 1/3 D or /!611 min. , whichever is greater . @ = 1/3 D or 2-'0" min., whichever is greater. l: REDUCED PLAN USE SCALE BELOW I 2 3 I I .I I ':::.J 3 INCHES ON ORIGINAL PLAN ---1---Note 5 ---.\-Note 10 4 'fillet· --r-~ _ __.__,,..,_._~~~ ~ DETAIL U-8 ~NOTES: AT COLUMN I. 2. 3. The exact location, elevation, size and direction of openings shall be in accordance with the Project Plans and as directed by lhe Engineer. Girders not shown. See Project Plans. All reinf detailed to be placed in addition to reinf shown on Project Plans. 4. Seal utilities at abulmenls will! concrete or morlor, ofler tightly wrappmg ulilily with 2 layers of /5# building paper. If slruclure is prestressed, 5. 6. 1. 8. 9. 10. II. seal lo be placed ofler stressing is completed. Main rein/. to clear opening. Rem/. to be some bar size and 2/3 the spacing of adjacent reinf shown on Project Plans. Reinf. to be same bar size and shape as adjacent reinf. shown on Proj~ct Plans Replace each sel of 4·"'1 bars cut off t;;, opening. Place ~ on side of opening. each When "y" is less than 8 1 , ex lend top of opening lo boltom of bearing seal elevation. For future utility opening dimensions, see Project Plans and De/oil U-4. When !here is insufficient space to place rein/. as shown, hook reinf into exterior girder. DETAIL U-4 (FOR FUTURE UTILITY OPENING) NOTE I This sheet supersedes Sheet No. 87-10, page 112, of the Standard Plans dated January, 1975. S~ECIAL DETAILS STANDARD DRAWING o•IGINAL ICAU IN INCHU ro• 110UCID PU.NI 0 11110(;[ Ho State of DIVISION OF STRUCTURES 7 (ALI f O RN I A t-D_E_SI_GN_SE...:C'-'-T'-'-IO'-N---t-,_-_s"'B::,!.-if.:-.,;~=} •• _4-=-.-1----F-R_O_N_T_A_G_E_R_O_A_D_O_V_E_R_C_R_O_S_S_I N_G~.,---,.~ PROJ[CT ' UTILITY OPENING -BOX GIRDER :'>hl3•et 1°4 DEPARTMENT OF TRANSPORTATION [NGIN[[ • '. ••• ,.. 4. -3 cu c1 :.c1 wo c4e 3Ct, ■[VISION DAUS 1Plllll111U■, JTAC.( Ot!LTI SOB 7-10 C/); CJ. ro; -.J_, I I -o: ... -· -.. -.. ,, .. w- ~- t :.<. ·:,~~~, ·'1-r ] l 0 .. • s .. L 0 D s 0 m .. 0 0 z " D " ..I 10 ') -IJ -20 -JO -50 BENCH MARK l'Af ,.,,;:,.,-6, ~,~, J•.'1~ .>~I 1i:;-v,,J A.:.J.-1 /,,:;,/! ahd ,rJ..,A:, ,h I,...· ~01Au1.:1. l,:ol ,w: ~, -,,./ ~;• lu _ ~"". ~, 0 I h11I· _,_9qh,~ ✓--1-11/.:,n_/ /'.,/.-Jud~:; A..'d ,r,.,,,~ IAe 1Nl~1~echo11 o~• ,-1n.,ad4.:; .<cl -am:I So,1111.-, A,,,., A,~ , JJ l'.-~I .Jr,1,1ll.1t=. I <J, ~ /'J/,.;JJ,.:,; Ld -1,,d ~ /·-./ ,,a,lh:a.,;I "J.~i:'_-':'.//t,~::-:_;l.,.'/t --"i,,-:.1 <JI' :;,,,-,-;;1. c~ thuld,,'_f ~I //».l;J .w _;,,, ,.J/,~hN_1 t:4-W;"'°~' la t:#.tn,P4C} lnu~n la .?'.:IJ .,H~h-'l_,y _,v/1- .. ,l.t ;,p,,.,.:. ~,,1-,, ~'71✓./ I ut~,✓--.1:> • c,.-,11.,cl. ,·M,I ca/o,~ .--1 /4 _;r 1.,11 ,_,_.JC~ ~t.,' ,/l'l ,;,,e •.J' JN✓;,I .sJ,, .,/ k.-.,e I, ,111.,1 .:l~.11.H!, llyhl -J,3,r.,.., hlcd1vn, Ir ~.:,.:1r,~ ·.f'-"'".=d .SJ//./ ,nlJ JINN.14~1 .,tell ;;....,,M ~ ,,/..; 1hd _., J'-::.. pd!H::, • o---------1-E.O HOii" C1cnl1:nllooiaf_...... ---=~:-::---------~------- ... • .._ • thlo .._. lo baNc1 IE.€150 1€7 168 -,-Wd IMpedla,, and la nat to be ___. to laply ~leaf ....,._ 8 0 8-3 B-5 169 170 170 WO o~4JII ClJ O?.?C7 B-1 2 17J --.. ,, __ ,,., -50 -E.O Dtll COUNTY IIOVTI ,on ll~TOTAL PIOJICT 01 OM 7.3 116 130 UP MIi 14QIWPIIIWO B:a.&IU'i MNUftlt'"'ff Gl,alilt:"' 2Fl I 9 77 \ ;, PLAN PROF""ILE l'-1 / /n -/J1 lla11.-! I"' -~a' ~ •:Ii 50 40 -s- "/.J,V/1 I, 1'~1 .sillJ .sa;,.:-1 wdh -- qJvnda,1/' P~ C 11nd AC d.:.I ro ~d✓,/.,,,J/ .,/:. 1;/1 J __ i;; ,,,,, ,, ••.. ,✓.,,, ~ c~M/JO:I# n1.sl c.:,/o,~d. l1/C4C~OII:.,,, f rM'~ ·_l'J/1-:;./. J,,,..f O I ~11~:.: J::p~·~'~:...'...:~:.:'."::".'.'.d.====:;:;~ Pe.,,,---=-. L,,t1/l'n ;1'-''.:'!J J.3Ad 10 .. ,. ... • l,_.I,,., ... ,,, o:U-,· +-----".~ r-'.-~ (•f -10 -20 -JO STATE OF CAllf<>tftlA DEPARTMENT OF TRANSPORTATION FRONTAGE ROAD OVERCROSS I NG. LOG OF TEST BORINGS IRIDGI 55-5J4 NO, ..._,,,......., ___ _ ,.. ____ _ 8.8. _.,t Rbuf. I Rout, I Datum £lt1voiion o.o l31'03.2/ /3.8, el.52.54 ~lb~ ----,--~ or fi.'P I I I I 13 I I I I I IMIT COUlfff ,Off ■IU..-TOllJ. PIOJK1' 07 Oro 73 "R4-.lo I?. io 2 111 / 30 6oo'v.c R.c. •-0.9918%./~ta. REDUCED PLAN USE SCALE BELOW I , I ~ :::i ~tl ,,,.,~ u7i11.U41■ 1 a . ■ u ■■u 11•1 ..- 14 /4 .• -------------------- PROFIL£ GRAD£. 3 INCHES OH ORIGINAL PLAN uaaifu.acrnL &.;uu H•wa UM ZR, t211 Total L<mglh of Bridge,,__•-=--2.c..9,_7_'---="::.._~=--•--------------- k9¾" ,so'-o' ---------+-------------'-'= Bent 2 CLEVATION ,. • 201 /5 I i! I & G i ~ I ! I. . .I ii I' 278t-38.7J /4+-49, 98 'I ' G Roure 73 ·-/t £ RED HILi.. t;,VtrNU!!, 15 I 4-..!.4s I -...... J_}() t 1/buf, 3 -~_,£.B / ----- 15 1 'Future Ufilify / Opening Futur.e 1..1ti1,ty Opening . -1 2 (. /6 "Weter pipe i.. .56 "¢ 6os Pipe .32' Cosf·ln·Race , Presfressed Concref~ ·: 130" Girders • ' . ,--L.~•----, I I L _______ I IG~0075 1:..(3. // Et. 53.13 E RtzD Hill f.1Vt:NUt;; N. 40' 38' 03'' £. APPROXIMATE OUANTITD'!S PRESTRESSmG CAST-m-PLACE CONCRETE WATERSTOP 12 11 NEOPRENE STRIP JOINT SEAL (TYPE B-MR 1-1/2 ") SLOPE PAVING (CONCRE'l'l'!) CHAIN LINK RAILING (TYPE 6) FIIIAL PAY OUAlffITil!!S • STRUCTURE EXCAVATION (BRWCE) o STRUCTURE BACKFILL (BRIDGE) PERVIOUS BACKFILL MATERIAL STRUC'IVRAL CONCRETE, BRIDGE FOOTmG STRUCTURAL CONCRETE, BRIDGE BAR REINFORCING STEEL (BRIDCE) ___ _L _ _._ __________ ,._-1--'------- r - - i ___; - - ..., L------~ ..,__ __ , I --__ _, t 4"~Gas pipe TYPICAL SECTION LUMP SUH 54 LF 200 LF 206 LF 38 CY 712 LP l, 050 c:y 555 CY 45 CY 510 CY 2,525 CY 545,000 LB INDEX TO PLANS SHEET NO. TITIE l Gl!!Nl!!RAL PLAN 2 DECK CONTOORS J FOUNDATION PLAN 4 A BUllHENT DETAILS 5 BENT 2 DETAILS 6 TYPICAL SECTION 7 GIRDER LAYOUT 8 CHUB LD1K RAILIHG TYP'I! 6 9 SIMPLE BEAM WINGWALL DETAILS NO. l 10 SIMPLE Bl'!AH WINGWALL DETAILS NO. 2 11 SLOPE PAVING DETAILS -BIB TYPE 12 CIP PRES'l'RESSl'!D GIRDER DETAILS 13 UTILITY OPENING -BOX GIRDER 14 LOG OF Tl'!ST BORINGS STANDARD PLANS DA'l'l'!D, JANUARY, 1975 A62-BB B0-1 B0-3 B0-5 B7-l Bll-54 Bl4-J EXCAVATION AND BACKFILL-LIMITS OP PAYMENT (BRIDGE) BRIDGE DETAILS BRIDGE DETAILS BRIDGE DETAILS BOX GIRDER nETAILS BARRIJ!R RAILING TYPE 26 SUPPLY LIN!!! AND COMMUNICATION AND SPRI!llCaR C~TROL CONDUIT (MAXIMUM PIPE OR CONDUIT SIU • 4") .10'.IJff RJIL oan.ILS f';>r-Standard Plan ShHI No. 'J-Enlai/No. '-Top of cut IIUD<.I DUARTll[H'T , .. DESIGN SECTION ... STATE OF-CALIFORNIA DEPARTMENT OF TRANSPORTATION PLAN FOIi GIMnAL Non, SU /" •20 /I "Deck Confc>Urs she~f LIVI L.OADI--AND ALTlllll4TIVI AIID~■-TDII_.._ DUIQN DffAIU LAYOVT ouiumnu WO 04834,1 cu 07207 ..,_ NO. RED HILL AVENUE OVERCROSSING, GENERAL PLAN GENERAL NOTES LOAD FACTOR DESIGN MIHTO-lffl wto, ,..1111ono MIi M _, _ _. l,y BAIOOE ~ PLANilHO NC> [)IMQN l&ANJAL lnclltlldlnt lfl*I• IMd IK10f ... 1.,....-- MADUIAD: locl-:11,ef._l,.,.._ ... ""1-. I.M l,OADIICI: .-on,1111,.-1 .. _,. ,..., ... ,., -• ,._ C0HCl'IEff: ly ...... ... , ... , .. ,.. ••• T_..-olaNC_,.. __ .,, '• • 20,000 , .. '• • 1.200,11 • • 10 l'Mff-lEI C0HCMU: ... .,.__,, .. -.. •. Foo+ing Abut.! 'Be.n-t-2 Abu+. 3 Pressure ( Tons p£.r S. F.) Allow~ble Design 3,5 +on 3.5 +on 2.5 ton 2.0 +on 2.5 +on 2.o +on Abu-t. I DECK CONTOUR~ 1''=20' PRESTRESSINO NOTES •p jack s 1!.J.22 kips lolal ■I Jacking end(I) A 1 = P/fk ,., Total number ol Qlrd1re a: _1_1 _ Concrete: f'c = 1G-OO P91 • 21 day1, f• cl = !500 pal,. lhne of 1tr111lng GENERAL: •1 Design 11 blled on u = 0 25 and k = 0 0002, Ind modified lor horlzonl■I C:UNld 1hgnmenl, II any P1ack 1peclfled ., lhl Jackln9 end(I) lncludH trlcllon IDINI a,d provl1lon tor 31 000 p1I 1011 In,,,. .. 2. Ten4onl to be IKked to O 75 t'1 and anchored 11 an eqi1lwalenl anchor 111 = 5/1" 3 Contrac:tor to ,~11 elongation_a_ni j1Ckln9 calcul1lloi1 baHd on lnlllal 1tre11 11 ■ =•~ tlmH jack in; 11re11 4-. stressing shall be performed from both ends . 52 Nc~t:: D lndieo.tes e.vc::.n foot con-tours X -10' intervo.ts Confour5 do no+ include. co.mber BRll>Gl DD'AIITll£KT DESIGN SECTION :::::::.. ~ ; ,J,, D&IIQN DnAIU 7 IIOCITI 73 AiJli iiltloti 111ki,.;ioi H•iitiiU CM£ biliiii iit, Nft__,. tdlbClll!IC~ 2S,. 1977 -I ~1 l: REDUCED PLAN USE SCALE BELOW l . I ~ l INCHES ON ORtGIN~ PUN STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION :3 RED HI LL AVENUE OVERCROSSING DECK CONTOURS ..... 2. 1Pttt:UWIIIAl1 STAM WO G'\8)<,,I CU &1 '!,O-, Dlot..-,4"""" ........... ...--- 7-11 -------- l \ . UTILITIES Q) P.P. "'1549147£ I £leclrol/er • £/sv. 76 :t 4 1-1 V. wires NE-SW',. Elev. 86 :t @ P.P "'/4616,:8£ • 3 Wtre.s NW-SE ca Elev. 80:t @ P.P,,, 1549148 £ 3 -4 V. wires NW .. Elev. 80 :t 4 •• .. NE-SW •• 85:t @) PP. N/644657£ 4 fl. 1/. wires N£-SW • £lev 79 t I X +----46.3 16 'AC. CMs Co. Wfr OJsf .:)~-------.t IO .3o-j' So. Ca Gas) _ { ---------------f-' --t ~ ·"" <t_ RED r-llLL AVE ~ ~ 12 N40".38'03"£ co 'U ------... I ___ _ 4" So. Co. Gos J BENCH 1\1..'.iRr<.S BM"' c76·A·67 Elev. 41.86 Ora. Co. Surveyor B.M Tog slomped "RC£ 7872 • on -the mo.st S1/y cor. o:r R:,/tsade.s Rd. and Son/q Ana Ave., 8' Soufhwe.sf oF mo.sf S1/y curl, or Pollsade.s and 10' we.sf o,C E.C.R o-F Pol/sades, on lhe Norlh cor. o F 2.S" c.5 P.C.C. 6ose or l/ght slondord al Shel/ Slalton. • 8M•cl8·A·67 Elev. 48..30 • • ' Ora ..... c;;; . .S<Jrveyor Tog .slamped "RC£ 787,:," 1/0" Norlhwesf oF 5l Sonia Ana Ave. and 6S' Norlheo.sf-or fE Polt:Sades Rel., l'in From SW cor. of 7></7 P.C.C Melropohlon Waler Oisfricf manhole. "'43./ + --------------_ 47.I _____ _ 46---- 14 NOTE:: + Deno/es .spof elev. Undergr.::J<Jl7d ufi/ilies os .shown on Dt.sfricf Uti/dy Map. □ O~nolos 801'/om or Foo-llng £/~v. • +40.0 ---·· 15 - __________ -t,7.4 -- 46 -------------44 ------ -------42 ---------- 38.3+ I CIINTntms m1~C:<ED .lJID 'lfhi!"[CD 1,1 ,U.LD Dut111 1/29/70 •v ,:;v: <10,: = DRAWN CHECKED WO 04n<.1 cu O -Z.0 /4+49.98 £ -Red .4'/1/ Ave c78+ .38 7/ £ Rfe 73 N 549952.622 £ 50.3,985. 749 IIOUTI 73 ..... .a•!.!J~lmL JS:..fl "" •-Ei,l,r:vr1Ctj 28, I 'l 77 I r-· 1-., ----------~8 /5 ~99,98 •£ Abu! 3 lltlOGI DIPAITMIXT DESIGN SECTION --D&810N DIITAIU 17 ------46 t: 44 REDUCED PLAN USE SCALE BELOW I I I I ~ I ::1 3 INCHES OH CIR1GINAL PUN STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION RED HILL AVENUE OVERCROSSI NG !'-_; .... .-..a..,::;-:::::::: -r: ""-"-==.,..,_--. ....,..._, ........ ,-... 'T-;,a-o. ""'' ...._ --~ -1--~ --------.J.-----.1....------J--------'---=-------,-----=~~~=-v· I 1;;1;u;:1 _.. 1ron•u.-ror .. _,, ._, I =-1 38'-0' ~s ac~:s~9'-5/f:"c 31!/0" ~,· 1~ ... £Key (T.!Jp) PLAN Y.!1°~110· ~-corr /er Rot/1n9 "-'of Shown- U-4-----· -·-----·- ----U·I ·ELEVATION £Abuf I f Abut 3 --1•() Drain ~ ,Z5'max -..:..13~rm Line ½l"Tcmpenzcl ho,_t"cl boo.-c-d. 1• e.xr jt rra.te;ria.l 73 R4-,6/RG.2/20 130 ,.,._ ffehr:Vd':f ffl_, l2JJ REDUCED PLAN USE SCALE BELo 7 -Abu.lrnenf Rem orcemu,J SECTION c-c ½. ,~o• £ Abutment "'~ ~~~~ Ploce Poro/le/ fo Girder.$ , t .Spetce Pe pond/cu/or td.-r: 11+ ~~~l8max. at oach end of abufmeni 1.Jall ,__,,--,r--"4 Conl O /8 max. •a D ~ G• CJirdt~; ·- . ' -6 - 11,a "Exp. JI. FJ/ler "lJ JltL tof :J' K£Y 0£TA/L Jlz •, 1to• SECTION C-C v. '' • t ' I r5.., l'l. neopn:t"le ~ r•(' o. on9 -top Ot'tl s.1dee. of K•!;J bond to verfical face only. 9 •HIZ '-' Canf.t!J/.! ---+::::.1 IJote: Reinf. shown 1~ 1n ocldition to • 5tandard rcinf 1n curb. -DVArnllllT DESIGN SECTION 7 l'-2"xl.li."x Z'-Z • Eloslom~ric /3~oring, Pods.Coal -lop wilh.9reose...__ Cover w/fh ,~4• x Z'-4"x ,C¼,4 golv u she~ f mrdol ·en SE.CT/ON D-O '-e.Yz.• Cho.m-f11:'C' 1/,Z'•/'-C>" STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION RED HILL AVEl·JUE OVERCROSSIN::i ABUTMEI JT DE.TAILS WO o,t nc. I CU o,io ~,........,. ___ _ ,-f Column 1114Cr,nf.\\ I ~ ween \, I ·- C I o vmns (~ en er #1~ ~ ) I oumn Rl8 Conf. / ll8JC22'-o" ~ "'G JI ~~o-~ II Tof 6 {7)'1'.) lllTE; AU. BNIS Ill. 18 EXCEPT AS NITm. f C / NJ.URS lT IHlS OF BNIS INJICATE LOOTH IN FEET FIDI ( BOTTlll 1£1NFM:111Jjl #fl ( OF OOLLUI o umn BrnlEEH CXlUJIIS RlR FOR TIJ' 1£1NF<RlllEMT. :QC;: le«JTES llHUD BAAS I '·------+------+--11 12 12 l'L II . ·=o,, 10 12 ,z ;; ... ,z K-7·11 I}\ \--Edge of Dcd :i..;J£LJ~/J~d,P ,o· . Outside Face· ~--~----+- or Girder \--"----+-- 10 II -_;: A • 18, Tot. '20 'P <r-t- BOTTOM -Borrier Railing b not shown _, 0 L ~,-(715% ptn min ~ -7-,,.~~i.,,~~A . L Direction of weld Run off on ) _ . bor a, shown ;,---,,,.c-4.J'va• 15 lap bar ., ·--, ,- V - -.. --. >-· I~ ·• " ''" IZ ,~ -,'2 •vii r-10 12 CAP RE/NFORCEA1£N'T • NoJcolc u-1---<f-l---'l: Red I-Iii/ Ave. \ \. TOP /n I? -If!· 1'2 1'2 Nofe: ' . l<? \.. . 10 r-II I l~•I 1'! I \ j\0- Lstop +op c:oC'lt. bo.'C"!> Reinforcc=nt ,! Dimensions s,i-nt/ar abovl £ Cenier Column U·B~ •14,Tor. 29 '2G1·0'1 --- ~18ma')(. Syrnrnetr,ca/ about t •4 'l@ 31 both ways. ~ook around top 4, loof. mahs. */4,iot.s, ELEVATION 3,,jc;'' ,., 1'-04 High Poinf of Column "7 fltttl, Stirrup Spacin9 REDUCED PLAN USE SCALE BELOW I I . I ~ 5 INCHES ON ORIGINAL Pl.AN i.---.--P,J. of cJ' Curve ::i 73 !£ Bent Cop bat ...... -8 .. !~~lMi.....15.P OmJf . .fransv....( trLJss bars r · ·· I •7 Mn-P~bCVBCl,I 28, 1977 , J . Sfop dtS-lri/Julton bars (ryp) (;mo,t tJ,-c; ' ti,"max • -· -, "~ o I ""I rr; ;-Slot Reinf'orcing ~11 Conf. Tof. G -"7 unb Stirrup . ".5 Copf Toi 4, ' "4]<!/8 "4 ,-, e JlJ I /3of torn Slob Retnf'orcing i --~~-2 -.-- I (ln;/uPP<r '•lfl.18 ,df;/ bo,~\~slqo Upp~ LongHud;na/ S£CTIONC-C E Column 1/,z '•l'O' 1it -I Spirol •.J 1/i "PIich ( Inner Spiro/) I £13i::nl / #/B, tof'ZD ''1E '"----, ::_--J.J..::-.:~ •4 Spiro/ t!.3VL• PNch(0ufer Spiral) SECTION A·A SECTION B-8 f. Column 1✓z" .. 1'-o· '"'L"• ,-.o- •4 Spira/ e .J Y.t. "Pilch {Inner S,oirol) lK •11.,.s~o" tof c.O •4 Spiral e3~• Pilch (Ovfer Spiro/) 5£CTIOND-D SECTION£·£ Vi.'\. I '-a,. 1i. "• I !O' ~ E.')(.~ad. # 4 -&pi'C'O.l I fu.ll tu.i:-1"1 into be:nt C:ot=) a.nd. footi03. £.aonf' SPIRAL SPLICE DETAILS O I _, . ~ /' V.5enri Parabolic. tr"C\'C"lt.ih'o-n NatH • I. Butt weld to be made first. 2. Butt weld lo be In flot °' horlzontol poaltlon. 3. Lap bar centered on 1pllce. 4. Flare weld to be IIIClde In direction shown. IS. Lo;i liar equal In 1111 to spiral bar. ---+---------+-----S---- -::t ,\J I ' _L __ ,__ ____________ _ FOOTING PLAN '-Anchor splices in spiral around vertical bar, or us~ m«hanical or wt!ld«I splice. I, 3'·0.::J SPIRAL TIE HOOK COLUMN £L£VATION WO G4HI.I cu O 0 -DIPAll'lllOIT DESIGN SECTION 7 =-.,..,." ...,. ..... STATE OF CALIFOIINIA DEPARTMENT Of TRANSPORTATION RED HILL AVENUE OVERCROSSll,JG BENT 2 DETAILS ~,...._.,. ___ _ • 4 -~· • .;;.._--- I Reference f----£ Red Hlll Ave. i I 100--0· -----. -------------------__________ ____:_.::.;:_:-'-----'---------------- is P. r. tr. (6 -4" Duds) J'-8· IAbu~I I I I I I I I I _I - -42'-c,• So.Cot. Gos Co.(Jr,•¢ Casing for Jo•¢ :sf-I P,:OC) ~ I I I I I, '--"' ........ I •s Cont.Tot. 4 l(terior-eioy #4 / J I I I -[(,p_ r ,, IG II ,, ---·----/(, I IG II I I I/ I I // I II I TOP I I TYPICAL SECTION ¼"•1'-0·· To 13e Placed Poro/le/ la f Deni , ~£Girder /'...7~-1 11 ~ •5 tot. 7,each bo I ... "'4 Coot lol 4 ~ 5 C n , Tot. (o Interior P.:loy PART S£CT/ON ~' Y,p,".-/'0" \J ' 8enf 2 I - II l(i II I(. I(. , ---- II I I/ IG J IG I JI!! --I ,, , /(;, ~ #4 / #-4-cont- IIOTKI ALL 8W •o. C) IIXCllft AS IIOTZI); IIUKBERS AT EIIDS or IIIJIS IJIIDICATE LEIICITII Ill PEET ffO!( fi or 51!:NT "-'!Jeon f-GIRDE.R R.E.INfO/rCE.MENT No Scale - I I I I I I I I WO OfgJt,/ cu 07 -z.o - f I ' REDUCED PLAN USE SCALE BELOW I 2 3 I I·' I , ... 3 INCHES ON ORIGINAL PUN -l ...... "" ... ~.J .. "6•-.. UU ' ..,.,_ &lzoHry z4 ,977 n-z_ ChG.in Lin\c. Ro.i I in~ -------------ii i~p11:. G(T:>1p) 7'...Q'. /'...(")" .. Barrier Roilmq Type Zft>(Ty;::i) . Fufure Uli/lfl_J So. Ca I Gas Co ( e:,"4 ca~ic,g for 4"1 Slee/ P,p~. 4'-o" -~ I . -Reference L;ne ~ ·¥4"-x. 1o"Anc.ho't" bott~, to b~ -fu.rn1":>hczd by oH-u:~ SADDLE ELEVATION SECTION A-A IMD81DIPAIIT1lllfT DESIGN SECTION 7 STATE OF CALIFORNIA ~EPARTMENT OF TRANSPORTATION =-RED HILL AVENUE OVERCROSSING Dtn'AIU TYPICAL SECTION lllor--4pmt,Nalot ___ - :' ,z3 l £ Girders -' ' ' -~ Ii) 0 -~ ~ -(.\I ~ ~ () ~ ~ ~ .._ "' ~ § l § .... § ij s ~ ~ ~ IQ ~ Cl) ~ ~ ~ ~ °' ~ ~ CAMBER DIAGRAM No .S~olo -----------~----------- Gll1D£R LAYOUT I"• J:.0'-0'' Ill Poinf of Theoretical No Movomen! SECTION <., equo..\ sr:,a.cc~ / 14<!!\'Z. .... ...,,.. 73 Mnur-FRB l?uA Rf 28, '2ZZ Ace.es.-.. Openin9 -----....:..--Referenctt Line ~t t £xfer1or Glrder REDUCED PLAN USE SCALE BELOW I 2 I I . I I 3 INCHES ON ORIGINAL PUN j ,, ' .. ,. ' ':l,C.0O psi ,.. Structural Concrete Bridge •1 .. ~ l[ Comber line ~ ,Prnflli: Ir) ~ ~ ~ ~ ~ ~ Line PAY LIMITS OF CONCR£r£ I'<> S<:4/t::. UIDlll[IIIP.unton' DESIGN SECTION 7 STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION 1 I (Does Nof Include Allo1Jance For Fo/sework Seff/emenl) -RED HILL AVENUE OVERCROSSING ......... GIRDER LAYOUT ..... _,__ ..... --------~--~----------~-=~-~~=~~--------------------------------------------------------- C::-h.w1t1 L,"nJ: .f'1r1'11n9. Type,~ Sec, "End P11sl C,rp Pel1r1'/" ( ¾,,. 9R1v. e1tcl• 1-11""1.q'o1eo1 fhrptJ9h ~/8 • t' fn~les ih /n krn,et:1,-.,.,ftJ µ,.s 1-s 7 '" . -l-,ns,'e,n x,,'rt, /,, p.t1n11/ ,r,t:n?rr ~pans/b'? "o.-nf. ~pc, H ,:~rh sl.,H,,P"I (l-11 t;., "':nu,' vn/11.rs 11Merw/r, !J"m,'n. l"r11Vlt¥d ppen/n, ,i, md.rh ,r.r repwrt!.il !J !JII. rrc,•/ w/r, f1'i,s ~Ir• ~ l-11,-,.r,'t,11 w,',,v I eqh/11 9 L/m,'f e,r ,Olll!,'171111'1,' rt1r Slrvelur• C#Mel"dk✓ Jrr,(/9e sht1WM 1117 pl11Ynr) END PANEL a~o· -12·-o· EXPANSION PANEL AT ELECTROLIER TYPICAL INTERIOR PANEL TYPICAL SECTION ~ •; h,x-he#d st1lr· .f..,,.qo,>,_p s.:rew.r w,>,,S l11ek w,r,.rher.r a I-fl• t:•t:: n7D'X. ~ "/ 9R/V. ftVU"1;,n r11c/ ri PPsf p11ck11/-• ~ Tvhe = ~ r",r,rapef 1/-,_ "I rtwnd h11J¥d '"*eh,n~ r.:r,wr w,'fh 1Jj,•,., J/,i'x 1½" ,rt wg.rlJ11r p/#✓n ,v~.sr,er.s, /11,:k WR.SI,.,.. j hill.JC' nvl-ti llmRK, .? ½ .,( 21i • .,. i,1,·· SECTION A-A fill w/lh m11r1'Rr -....: . '\) ~ ~~ Two l"QS 111' Rn9lo d -,•,,,~•.,~"d•11p pt1sJ. p,:,c.fttf #,_.eAp tt SECTION 8-8 c",nnecli'M t>'•r-111'/.r s-1>-,,,'1 ... ,.. fp "s'oe:.r,'tH? ~-~ • lrlll'X. ---rr-r..---T r---:--1 ,, J.J I I --r;;:r I I 0 1 I I I I : I : I I ELEVATION '/2 "I' h11x he,wd 6t1/f w,>'h p/,ry,n W#.sh11r- ~•,,I~ • .s/p//ed hPI• /,, 1:ms,lt: ¾,"e•p It TPek wlfllcl .1/z •I h•x .111.11' fo e,rp t SECTION C-C .t:: ~ ,\) \J t '() ~ ~ .,_, ,t ~ ~-t .... ~ #";hex h11P1d 6,11 wli½ 2 plr,/n W#S'h~r, /Pt::k wJll'sr,11r I' h11x nu/-linp•r r,,~f., pel!II? l/2r,Pd.s s· .3" F7 I--~!--'------__; ,,,f1 ~ 3: ~ ...J9 ~ Q. Ill C\I ID .; 0~ 5 ~ ~ 'ill ::) II) ti Ow-~ WI/) a::::::, ., oLI Dlff, COllNTI IO\lll 07 Ora. 73 • c; ....• --&li~:t.,i;L,t.1~8L,,~J.z9LZZf___. ___ -1 Seeure /'ab,-,'c fo 1i?l~r,nc,e:/,~ p&)s/.r w,'l/2 ¼ ~~ he.x hetYq :,~l/'-f1¥/:/0t'n9 s.:r-~s ;v,'1-1, .14-... I¾• x ¾.:~ It WRS"ht:!r (1Z~" hlJl'K. END PANEL 4•-0• -8"·0" NOTES Aneh,r 54, • 9.:rlv. ,:g6/t1 ,r,I end p,:,sfs Rnal pgsh Ral.J°t:¥c•nf lo ttl"i;fn,l/•r qo,,,.,,;,JU" t>r t:leek ,-w~l'II j'p/nfs w,'I.J, s~cl .s,.:.t11/- qs:rem6l!J or ?r + w,lved df:ld bDlr aMV .:r,m,,oev sleeve el1¥mp. l'nn,,,cle /~~ m/11. fA-ke-~p gf ~qel, anchorage. END PANEL 2·-0• -4•-0• . I. HPrt~un/zrl ,nil• sh1J1II b~ e1ml-1'nuo1Js over m~f lt1ss lhan lwli-<-' /nf•rn,11t:,l,'a-/-,: p,sls ,x,:epf /lu,1-.:I' sl,11rf11..-l•n9lh 1"s perm/Hilt. trf IIXp,11+'1r1'i,.,, j,,'n/r, e/di::fn,l/11rs am::r' pfhe..-n,,'I dt:Se-,nfl,-,ullt•,~ir _ 2. Oneposl '77.0!, bt1 ernhddt:led ~"✓n,n,-,.,.,un, fo,:;,,,:-eD17V170t::r'ah - 9/'"t:,c,'e .:hanr;es, p/herw,se: f'a6r,'e:,vr,= po:r f /e,.,s,1-t'J 4'S r•t;u,►d. ~-Curv•cl pos1'.s '""!I 611 rol-trldd ,'n p/,,:,n w,Y/2,>? 1"1:r p,:,&/-p11c.J;-trl- 1-t, ac;,:,,n,ot:l,,:,fe evrved l,p,..1zonf,,:,/ ,:r//9"1,ne17f, -,_ .S'fn:,,9hf p11sfs ancl s/r,,,,9/,I pprft::ms ,:,/" &.Yrved ppsfs s/,all t,i, /nsralled n,,,-rnql h br/t:l9e prt1r't'le gNrd,. S. Top h17rt'z1:>nl.::rl qMgle s/;t:rll b11 p,r,ra//11/ f-11 Dl"Y'79"' pn,l>Ye p.,-Kt:r'e .1rnt:I sh.:rll be she>p oenl lo :lir nc,,-,1unr#/ eurvi:.s. : ~. When n,,'//'n91s em sl"P"✓ /",,:,6rtc .sh,:dl be, plA't:'ed p,,,rallel fp ' .s/&:>p4. '?. ;f/rt1!-Mlf'f1'v• clel-r,,'l.r ma11 be sv61n,'H•al O!I C1>Mrr,1ycf11r f'11r En~;..,,ers a,qonw,,:,/. -'· ;r,,,'I,,.,~ R.rr.,.,.,,61!1 11;rr:11pr ch,,,,"1 hnk f",:,,.6r,'c: s/11,I/ be l"'lv"ni'rttd a/"f,,-r1¥6r1~afi'on, 9. r,:,r defa-,'l.r a-nd ret'nrpr.:11rn~,..,,t ,?e,/-.she,w,.., see wB,rr-/e,r RJJ-1'1/n~ Tf1pe 2~ • sht111I-. IP . .Si,, 8rta'pe Pl11n.s-ror lhn,r.s-or Cl11:.11'n Lt'nk A;,,¼.h.9 T!,IPt: ~. II. "711v,i:Yi: 11-,,n,l:,l,r al all c&llb/i: /11op.r. 12. Cha,'n //'nk f',:¥/,,..,c fl) Cd ~!.P'w,'t:le _,yh /"',.,.,esh A'Md w,,½ kl7uckleo' .seln,9e ro,.a Pnd 61:>rl-""" . 1.3. W/J•n r,r,'/,i,.91".s-p/.:,,c:11o' on Q' evrveo' /2of"l%111'1/.rl q/,g/?,,.,~,,.,,'-w,i½ .:r rual/us of' ISO rl. or /t,ss, ~hh:acl s-a, • &QIOI• lnrov9I, -¼"'- welcle:t:I "V• rocls e1r16edvev -If" 1nfp rhi: I-op 11," n'le ,=ne,"-f$/'ra pqropel-qno' e:9uerll!:,' :spR'c.ed fe, //n,,',' lhe 1•mo'dlc: ~hare W✓s/-r,n,:,= hel-w-11e,7 In~ s-4" ~ =hie Rncl fh. '"""'"~ 1--o 1• M?Ql,J(', • i__=l:=====t:.r;,,-~-L77----,;:-~---_J--i ~r: ·" ~ ?z",,.. "I" s-lt>ll-u' hP/e in .rp/,'ee ~ 1-9. Sp/,'e:es am:/ t!lx_.aqnsi'P-? /r,,",.,ls :sh.vii I,, /Dea-1',a' #I t P.,,,n•I. IS. HP/es ,;., pPsfs /'ar JyJ,~ ~6/11 #no' ,~.s anchPl'"oge l??D'{I be f7,'elcl alrt"llecl qnt:/ pll'1;,,l"d wNh z,'nc n'c:h pa/,..,,'. 0 POST ANCHORAGE DETAIL END POST CAP DETAILS STANDARD DRAWING nu ... D[SICilt .,. O..bd Approv-.1 R«om,.,n,W 1, lt-'-IMIA-"_..;.;..;.; ____ +::_DIT:::cA:.::ILI.:__-+,-, -----~~n--,-..,------J DAl'I IUIIIITTlD IY JrexpRl?..s'l&/11'1 j'1>1nf ,.,,,,,, a'tmen.r,'on I/PS t1Xp4'1"1SIPn ,1i11nl I'? t>'e,:): or w•II, .lnere•s~ .r/111-,'u/ hp/11 len~rh ,md s;ol1e11, A! lu,,fh e,rre..rp,,,.,dth9i!,I. SPLICE OR EXPANSION JOINT DETAIL Stat• of aa1DGE DEPARTMENT CALIFORNIA DESIGN SECTION PIIGJICT DEPARTUOO OF TRANSPORTATION [Ne.IND OIUQINAI. ICALI IN IIICHU cu ,OJI nouaDPUNI 0 I WO 7 lltlDGil Mo. RED HILL AVENUE OVERCROSSING CHAIN LINK RAILING TYPE 6 tn'llloet OKfU i,•n.111110..tr ff.Y« OM.ti ~ prinb i-.t.1 ..,i.,,. -.i., .. -1/;,,/; 8 14 ----... ·-·- 1 ' J 9"~ I IJSD ,, 130 aMtnu1• c••K. ...,.,u a11■1u W/NGWALL DATA No. • ~I L (ft) H(fl) r ®ear.; rsi PILES /0 /'-OH 7 II l'-o" 1 20 12 1'-0" 1 13 1'-0" 1 14 !'-OH 8 10 1'-0" 8 II t'-d' 8 22 /2 1'-0" 8 /3 1'-0" 8 /4 1'-0" 8 /0 /1·0" 8 II l'·O" 8 24 12 1'·3" 8 13 1'·3" 8 14 !'·3" 8 /0 1'-:r 8 II 1'·3" 8 26 12 t'-3" 8 /3 l'-3" 8 /4 t'-3" 8 /0 l'-3" 8 II l'-3" 8 28 12 l'-3" 9 /3 t'-3" 9 /4 t'-3" 9 /0 l'-3" 9 II t'-3" 9 30 12 t'-3" 9 13 l'-3" 9 /4 l'-6" 9 10 t'-3" 9 II l'-6" 9 32 12 l'-6" 9 /3 l'-6" 9 /4 1'·6" 9 /0 l'-6" 9 II / 1·6" 9 34 12 l'-6" 9 /3 l'-6" /0 14 l'-6'' /0 /0 l'-6" /0 II l'-611 /0 36 12 l'-6" /0 /3 / 1·6" /0 /4 J'-6" 10 /0 l'-6" /0 II l'-6" JO 38 12 l'-6" /0 13 l'-6" /0 /4 ' 1'·9" /0 10 f-6" /0 II l'-6" /0 40 12 l'-9" 10 /3 J'-9" 10 /4 l'-9" 10 I I I I ~ C)+--1-------j I ~ I I I I I I I I I l'-6" Overhang h" Exp jt filler under wingwa/1 ---._ ___ __. 2 VERTICAL ABUTMENT I I I -For No. of piles 3'-o" see Wingwa/1 Data 2 2 ELEVATION I I 2 2 2 I I 2 2 -,_-__, .... _-_-.... ---------_-_-_-_.::--< .... : WW L OL "') .,_' __.__..,_ __ _., _ _.._ 2 ~ J Bars -total 2 ..... I 2 2 -*4 total 2 3/4" Chamfer_J 1,_6,, _.,,4 0 @/2 2 2 SECTION F-F I 6"min 2 2 2 2 2 --=-"4 Iola/ 3 2 2 2 "'4~r~ s 2 2 2 3"Chamfer 2 2 2 2 2 2 2 6"min 2 SLOPING ABUTMENT ~ When superstructure is preslressed, the wingwal/ must be placed after stressing is completed. Backfill material inside of walls must be placed prior to p/acinq backfill outside of walls. REDUCED PLAN USE SCALE BELOW t:: I I·' ~ 'j 3 INCHES ON ORIGINAL PLAN -,11,4-total II Alternative key Pour against undisturbed 1 malerial i .#4·/ota/ /2 6'-o" SECTION G-6 (, Support posl to be full , height (3'-6":t) when wall with overhang is used. , r 1'-6" 2'-6" r 1' 6" 1' 6" ' lj , ~ N;;: 'section G-G ~ -~ I l~~~--JI I for reinforcing "'l j not shown _H,:-=:t'.=;t:;,-6--_"'4_-_-~--i' :~:~~r~-=±=::;t;:f.=="'::i4-tota/ 10 SECTION H-H Match deck overhang 114 r114e1s WITH SIDEWALK FOR SKEW 20"AND LESS FOR SKEW OVER 20° WITH OVERHANG NO OVERHANG SECTION . E-E SECTION A-A STANDARD DRAWING State of DIVISION OF STRUCTURES 7 CALIF ORNIA t-D_E_s1_GN_SE.;;_;;c....;._r;..;;_10.;.;.N __ -t-1--:iYs=~~s.,;;'=,L•;'~_1----R_E_D_H_1 L_L_~_~_E_Nu_E_o_v_E_R_c_R_o_s_s_1N_G __ _. DEPARTt.1EHT DFTRAHSPORTATION :::~. ·'Ir :, .... l. SIMPLE BEAM WINGWALL DETAILS NO. I IIUDG[ Ho. ORIGINAL SCALI IN INCHU cu H't'IIION DAUS .,.[lllllN.UY IT.AH o,nn 1Mff1' 0, ~-----------------•----:-------'------------------...... ---'-----ro-•_■r_oocr_o_ru_N_• ___ o:_ _ __;~ _ __:.• __ ......:,.1_,.l_W__:O ______ J.._D11n_prd_prin_a_be_u1_ns_..,_"_"1m1_10a_da_,., ____ _J_l~· l._7/J(::_://::.JI _ _J___J, _ _L_j__j__j__j_-1._q,:_~/:.:::4~-,., ___ .... _(II_ 'i ,.. -... I ,_ 88 or£8. 8.8. or £.8. rolling WITH OVERHANG NO OVERHANG FOR SKEW 20• AND LESS VIEW -¼"Exp jt filler ¾" £Jtp ft filler WITH OVERHANG NO OVERHANG SECTION C-C --4-toto/3 WITH OVERHANG NO OVERHANG SECTION 0-0 STANDARD DRAWING B-B ORIGINAL SCALI IN INCHU ,oa IU>UCID "-AHi WITH OVERHANG Joint Seo/ MR=_ FOR SKEW OVER 20° B.B. or £.8. NO OVERHANG Din CO\INU 07 Oru ~11111 ..... -------&llru.dClf-28.,.J9:ll ____ _ __ REOUCEO Pl.AN USE sCAI..E eEt.OW ::l I ~ I --L I·' i:,:.... ~ i!CIE-5 ON ()RIGIIIAL PLA'I StaN of DIVISION OF STRUCTURES 7 CA LIF O RN I A t-D_E_s1_G_N _SE_C_T_1o_N __ -11=s=s=P'OS"fMC-Dr:.:m,}=.::.1----R_E_D_H_lL_L_t:,:.._V_E_N_u_E_o_v_E_R_C_R_o_s_s_1 N_G __ _. DEPARTUEHT OF TRANSPORTATION (MGINU•lt4LJ-~-"'"""'~'--\ SIMPLE BEAM WINGWALL DETAILS NO. 2 ■fVISICHI DATU IPIILUIINAJIT ruu OMUI 0 l Dlaopnl print, beadn1 oarLtt revlsooa da1n -!, 'f, 10 14 ) ! '. I ~~d-o"I Backfill abutment to grading ~ rounding plane prior to placing slope paving /!O" ,j_ I I ~ WINGWALL ELEVATION 2•expanded polystyrene 6•6· Wl.5 11 W 1.5 welded wire fabric (/Oga wire may be substituted for W/.5 wire) Note: Continue thickened portion around entire outside edge of paving. TYPICAL SECTION -CONCRETE PAVING STANDARD DRAWING r1L1 ""· xs-22-12 Appovll ~ ly DRAWING o•n 6/76 i-.:DCf~ll;:;;;U_.,__•_•l(-"'_c.C'-. =s=,~=chc:.:1.:..:·n-=,:..'l'__,__Chtt_W ____ -l = ... =, .. -,,, ... = .. -.... =. ------ IUIIIITTID IT ••••••••••••••~••1,.11, • ., ... .______ __ _ Edge of deck 2'-0" /It 3 ~ 12 1/z"Premolded exp joint fille /°"3~/8 max. \ r~::::::::::::::~~ll..-=:_5=_=%_o~S.=-Z~o_ip~=-~;L...i!~L 'Idger on;sh Outside lace of W W LFormed edge I Fl. thick cul-off wall al end of wingwa/1. * This dimension becomes zero when edge of deck is al oulside face of W.W. SECTION A-A Permeable malerial 8" perforaled sleet pipe (0.064"/hick) underdrain behind abulmenl. Connecl to downdrain as shown on limits of Slope Paving 8 Drainage layout. TYPICAL-DRAIN CONNECTION Conduff: 8• corru(JOted sleel pipe downdrain/0.064" thickness) ( Couplers shCM'n on Standard Plan D 97.) NO CURB 0.06411 (JOIV. corrugated sleel or 0.10 9" smooth ga/v. sleel. c::::J⇒ 4 • } A/t.rna//111 ci-14,, Sha/MS I 1!3 "1' 7l. . {0.064: galv. corrugalt!d sleet or aper· 0. /0 9 smooth galv. s~/ with reinforcing /Mads. WITH SIDEWALK OR CURB DRAINAGE DETAILS No/e: Drainage details are only applicable when is indicaled on detail sheets. PREFORMED GROOVE Preformed grooves I *20'+ I ,. • 1 * Q-as directed by the EnginMr to provide u111form spacing. t:: DIST COUNfl ■oun 07 Ora 73 D&IHOII IIIC.INI&• an•,.._.. EeJeudr'/ ZR 197 ;, REDUCED PLAN USE SCALE BELOW I . , ~ , 3 ~ INCHES ON ORIGINAL Pl.AH =i _ _.-I ,✓ ,;;-• ..,··r· __ .... r ,,✓,,' I 1 1 Broom marks horizontal Weep holes no/ required when ~ is indicaled 'C!:9 on detail sheels. Grooves and broom marks lo be parallel lo slope. iVote, For acluol limits a finish olslope paving on !his project, see sketch ~low. PICTORIAL VIEW OF A TYPICAL INSTALLATION Win9woll LOL I I Win9wo..ll LOL I. I 5lopc. No~ A.bu.tm~n-l-I '.::>how-n I Abu.+ma.n i ~ ~imi \o.t". LIMITS OF SLOPE PAVING 8 DRAINAGE LAYOUT l3t1 Stafo of DIVISION OF STRUCTURES 7 ■olDGl No. CA LIFO RN IA rD=E=s'=GN~SE=cc.:..11=0.:.:.N __ -t-._-1;,_Ms=,:~~irnN""'";.[':J __ _J-_R_E _D_H_I _L_L_A_V_E_N_u_E __ o_v_E_R_C_R_o_s_s _1 N_G _ _. DEPAm.!00 OF TRANSPORTATION =~:L-1'1'!..!..µ4.l=-~~'-"--S, I SLOPE PAVING DETAILS -Bl B TYPE OIIKIINA.L ICAU IN IMCHll f'Olt llDUCtD PUN'I CU rA~°'l'"I WO t7 :.,7 at'Ylllotll O&TU 1'111:Ll■INAIY ff.le( Oflll'fl .. 14 l -I I I I I l I { ------~------,------ .---------------------------...i...-------------'------------------,,, ~:r-~::Jr-~~~Jr-~~;J:!!!J!=!!!:t!~) \ ro,-,..~PI-Doi.I f•bOilr'I Z8./'111 i," ~;•~ -;; t 9 9 9 9 ~ ~ !JJ Ducts PLAN Common Brg le.s Cable shall not vary more than 2• from a perpendicular lo the le.. Nole' Sufficient points lo be shown to place duels accurately. Start flares to Brg /l.s I 0./L ~ ,..,.,.,,.,""'"'"'!?~~.... J Distribution of prestrt1ssing force : ........ " .. --_JIJ_I~ _9_, 1_97J_ ·- Unless ot/Jerw,se noted the prestressmg force, P Jock or Pf , shall be distributed with nn approximately equal amount in each ?irchr and s/Ja/1 le placed symmetrically about the /flt! structure. In slobs, the prestress,ng forct1 shall be uniformly distributt1d across the slab. Stressing s~uence : f of AfJte I Place closed end of duct ties in direction of flare Low point of cable path (C.G.) No more than V2 of !fie pres tressing force in any girder may be strened before an ~ual force is stressed in Ille ad1acent girders. Al no lime during !fie stressing operations will more than l.,t; of the total prestressing force be applied eccentrically about Ille center/int> of the structure. Girder stem s/Jall be flared near anchorage to provide a minimum of 1t,p• concrete covering the ducts, flare may be on one side of girder only. STIRRUP REINFORCEMENT AT FLARE OF GIRDER STEM COMMON BEARING PLATE PRESTRESSING PATH { Girder Abut. rein! continuous t/Jru anchorage ---- L~ ~b_u_t_. __ _ Notes, Rf'cess for anchorage to be fillt1d wd/J concrete . Edge distance of bearing plates shall be l//2-min. Bar reinforcement interfering with the prestressing tendon alignment shall be adjusled, as approved by Ille Engineer . The working drawings shall include any additions or rearrangement of rt1inforcing steel from I/Jal shown on !fie plans. 3" min. cl. (exct'pl 11/2° min ___ Ma_r anc/Joragt') OUCTS 3• OD. 8 LESS OUCTS OVER r OD. lo 41hNOO. lXJCTS CNER 4W OD. CLEARANCE REOUIREMENTS FOR DUCTS BEARING SEAT FOR PRESTRESSED ANCHORAGE AT DIAPHRAGM TYPE ABUTMENTS I. Duel pall~rns shown art> for a 12• widt' girder slr!m; for atlH!r widths the minimum clt'aranct's must bt' maintained. £XT. SLOPING GIRDER VERTICAL GIRCER 1'-o",mb1dm1nl from • ~ 2. Girdt'r stirrups must bt' bmt to Iii lht' duel sirt' used, or l[ stirrups may bt' ust'd . Jin, of bocJ11,,~t6t).. ~~~-.,.c;..--1----......_ 3. Approval of IM Engit>Hr is ~uired for '<Mviations. .... ff ~ ½" expansion jt filler A.---Paving notch may bt' reduced to 9 "min -.,..__ ______ ___,, / to accommodate anchor platt1s. "i===~~?5~~= __ =;~ When paving notch is reduced and approach EXT SWPING GIRDER (Reinf Typical/ slab is lhiclrer than 9'; place 2 11 /hiclr expanded polystyrene between bearing seat, abutment diaphragm and approach slab. Place ~., expansion joint filler al lop of bloclroul with lop of fil/t1r flush with paving notch . £I'-0"embedmenl from line of backwall -#5 L ~ each step t:: REDUCED PLAN USE SCALE BELOW I I . I ~ I ::f 5 INCHES ON ORIGINAL PUN NOTE• Thi■ lhtet super11des Sheet No. 88-5, page 114 of the Stondord Plona dated January, 1975. BEARING SEAT ILLUSTRATIONS STANDARD DRAWING Conlroclor lo submit worlring drawings lo the Engi11t1er for approval. SPECIAL DETAILS 1'2 14 '11.1 "°· xs-12-46 DHIGII DAR 7/75 DITAILS SUIMITTID IY I OIUGINAL ICALI IN INCHII l'OII HDUClD l'LUII cu WO 1)1,n,pnl prtna i-zt.,. --date, - NYt9tOIII NIU INCI.HIHIIMf flM,( OM.Tl 50B8·5 r ~- ;:: {\ ~ \j d ABUTMENT DIAPHRAGMS c] Nole 5..,_ t -o"min 2-"6 ◊- I! ~-~ 1!{;" iyp."I I LJ Nole 6 DETAIL U-1 Nole 4 [J .i. Nole 5-.,. T 2-"60 t ll'j_------- , L___,_ -----.-Nole 7 -1----- r DETAIL U-2 ~ DETAIL U-3 □ Nole 6 ,---------{ I ,-----{ ( ' I I I I I I I I I I • I •----J l 1.--St'e Oeloil U·3 I I 1----...I------;t L-----------f .. 1!{;" lyp. 2-"66 INTERMEDIATE DIAPHRAGMS AND HINGES Stirrups some shape as adjacent stirrups. Nole 6 DETAIL U-5 AT INTERMEDIATE DIAPHRAGM DETAIL U-6 AT HINGE For future utility opening dimensions not .,;hawn on Project Plans use: ® ; 0 0 or /!6" min. , whichever is grealt'r . @ • 1/J O or 2!0• min.,· whichever is greater. L REDUCED PLAN USE SCALE BELOW I I ,, ~ I J S INCHU ON ORIGINAL l'UN ~- BENT CAPS 01 Orn .,._ ... ..Xc-tPJ~..,f"'",? ~l'fl?F .. To-,..,, .... o.!•• F,rhcu,ry ze, 1177 Stirrups same shape Stirrups same shape as odjocenl stirrups. as odjacenl stirrups ,,,,;r,,~f 6" Nole 6 "BJ_/~ 9 Nole 6.-- ~;~• I NEAR OR BETWEEN COLUMNS Nole 7 DETAIL U-T Nol, 7 !/.?max. I Pl2m~ 1-7 ' . I· . I• • t ~-1---Nole 5 ----4----~ 4 'flllel· --=--=-!:==------.i..,......~~~ DETAIL U-8 ~NOTES: AT COLUMN L 2 3. 4. 5. 6. 7. 8. 9. 10. II. The uocl location, elevolion, siu and direction of openings shall be in accordance wilh //It, Project Plans and as dir11cl11d by 1h11 Engineer. Girders no! shown. See Project Plans. All reinl de/oiled lo be placed in oddtlion lo r11inl. shown on Project Plans. Seal ulililies al obulmenls wilh concrete or.mortar, ofter lighlly wrapping uli/ily wilh 2 /oytll's of 15# building pop11r. If slruclure is pr11slr11ssed, seal lo be placed of/er s/rt,ssing is completed. Main relnf. lo clear opening. Reinf. _lo be same bar sire and 2/:s IM spacing of adjacent rein!. shown on Pro1ecl Plans. Rein/. lo ~ some bar sire and s~ as odjocenl rein!. shown on Project Plans Repb~ each sel of 4-"7 bars cul off by ~ning. Place ~ on si<h of opening. ~ch W"'1n "y" is less /hon s•, ex lend lop of opening lo bollom of b«Jrinv stt1I 11l11K1lion. For future ulillly opening dimensions, ~e Projecl Plans and Oeloll U-4. When /here is insufficient space lo place rein/. as shown, hook r"nl. into exterior girder. CJ) 0 CD -.J. 0 DETAIL U-4 (FOR FUTURE UTILITY OPENING) NOTE• This shut supersedes Sheet No. B 7-10, pao• 112, of the Standard Plans dated January, 1975. SPECIAL DETAILS OIIHMNAL ICAU IN IJtCHU 10I ftDUCID PU.• Stateol OIVISl,OHOfSUUCTURES 7 ''""'""" RED HILL AVENUE OVERCROSSING CA LIFO RN IA rD_E_S _GN_SE_C_TI_O_N __ -ri-=-_5PCl'OIT=5iii"-~~='~ ... ,s.:::_-r---------------r,:-;""'.=-r-o~ DEPAITUEHT OF lUMSPORTATlON :::•~~l--~~(· ~-l.__,_' _ s.1 UTILITY OPENING -BOX GIRDE CU C1'2C'T WO 0483<,,1 14 Ouna,ud pnnll hran111 • .,,..., NWIOII ,I~,,.. .___.. SOB 7-10 ... -----.•·~ ,., i -~--------·-·-_____ I ___ ,