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HomeMy WebLinkAboutR_5983_SI / I I ~ / ;::: ~ ~ ] w "" u g .. X l : j~ z 0 J .,, z :i; ,i e & w A ~ ~ I .,, 't ~ i < I £ J: X I lll'IW!lby Date o,. 2·71 ·73 Checl<edby Date M S-73 - INDEX OF SHEETS i .-·eel No. I Title Sheet I 2-3 Typical Crass Sections 4 Standard Plans List 5-32 Layout and Profiles Pia rs " 33-36 Detour Plans I 37 San Diego Creek Channel Profiles " 38-50 Contour Grading Plans· 5 I -68 Drainage Plans 69-73 Bonita Canyon Creek Culvert, Br. N9. 55-599 74-88 Drainage Detmls 89-93. Structure Lists , 94 Summary of Quantities 95-99 Special Details 100 Pavement Marker Details 101-103 Roadside Sign Plans i 104-111 Signal and Lighting Pl,ans BRIDGE PLANS 11 11 112 -132 San Diego Creek Bridge, Br. No. 55C-60 1-251 Cross Sections I The detailed plans are a portion of the route for the State Highway adopted by . the California Highway Commission January 26, 19-40 and November 27, 1962 and declared a FREEWAY by resolution of the California Highway Commission Moy 24, 1940 and November 27, 1962 .1------------ STATE OF CALIFORHIA DUSltlESS AHO TRAHSPORTATIOH AGEHCY D~PlHtYrw11E~lT Of TRArlSPORTATIOCl PROJECT PLA~JS FOR CONSTRUCTION O~J SYAY~ ~IG~WAV IN ORANGE COUNTY IN IRVINE AND NEWPORT BEACH FROM 0.3 MILE SOUTH OF BONITA CANYON ROAD TO JAMBOREE ROAD ROUTE POST MILE-TOT•L Pt<OJECT 73 2.7/4.0 lC.U.(IIIUlD 10 O Kl 40 iO to IOO REDUCED PLAN USE SCALE BELOW O I 2 3 I-I I I I I -t 1---3 INCHES ON ORIGINAL PLAN -I E A ORANGE COUNTY AIRPORT END OF MAJOR CONSTRUCTION STATION 218 +00 P.M. T4.00 = 3.96E Future Construction Length of Work = 1. 5 miles · Length of Major. Construction = 1. 3 miles ~ ~ 4.<Z;,~~00 Registered C1v1I Engineer No. 6416 Appro,ed Apr// 22, /9 74 Controct No. 07-036124 07208-036121 ....... "'"_,..,_(I)., .,.··:1 ' "'1 ', ~1 X X --x X De,lpd Troe.cl Supervised by HJ,4M,CJ8 X J C1/y En9meer ldJ' C1iy of' New,oorl lJeoch Z' JI' 7' 7' H' Otf' ?' f kl' P 4d' /5 1111/t Concrtft Tr. t IJ 11/P' (D 7ypt (jJ 2' Sf <3' f---rJ...:c4P---'----'-"41.,_cp--'-l,1-'--'lt __ Co ___ nc=-r1--'-lli_1 ----'li,"-'-'J)( __ D __ __, o /'T'As,o/Jo// Con ,__---=.:M.:.:i'd---'__,Ac..::!.c.ll.c::d_:,_lt--=C.:.::m.:::c'--'rtc.:.:tt'---~Tt.,.c.:t~8 __ t-t=::Ol.:--'-7-"'4:..;C::-:-- Type L3 i'ype '.8' tJ. 75' ,1 rt 11ft 1311ft Cldss c d 75' 4, rt 'Ill 811,1 C/4ff f d15' ,1. rt 4 I IJrHI Ch,; Z ,O~SIG'N OES/GNATION Reoll.9neo' Moc4rl,hur ,BIYO' AiJTr75J -32.,000 iJ = 65% AiJT /JJ5J = 52, a:%J T = 5 % 01-1// • ~000 tJ. 40' lf,o/Jalt Concrdt 7i, t fJ P. 7P' A? rt t1ft 13,m Clt1,, Z FEDERAL PROJECT NO. 07 DATE APPROVED 4P£iL ~ J9z4 I.Id' I Y/Jr: 4, rt tJt, 5'(/bbrm Clim I/ Ui' A rt 11ft St1bbd,1 Cla» 4 I' Z' tJr11 Co. T:jpt A Ct1rb -tf. , J{mlf tJro CP 7?:01 A Cvrb MAc AKTIIUI? S'lt1 lo5+co ± lo ;73 +50 177+66 fo /,!}4+10 1.96 f,f3 ± f-o c/6 +84 Ytr 1 4/ C//Pktr 7' 7' ' l7'4C' . ' . . . TYPE (!) STRUCTURAL SECTION TYPE ® STRUCTURAL SECTION REDUCED PLAN USE SCALE BELOW 0 2 3 L ~ INCHES ON ORIGINA 1 L PLA~ :=J fUf' .15 ht1lt Concrdt Tr;pt /3 a 65' A r, 11ft 8t1,t C/t1,s Z UP' ,1. n 11ft 5't1bbm C/11sf 4 Z.iJP' .-.. 0 tJrt1 C& fff ,4 Wl'b TYPE. @ STRUCTURAL SECTION ,f/11' IP' S IJ ff Ir f Lt YA TION ,f" 2' IN /(J' ?tJ' ?(}' 7V,N 0 tJ,4tJ' 4s ht1!t Ccncrdt mpt Jo' µ;p,0 t 05\ 3' 3'(/2' tJ itJ' ,4, rt 11-/1 /J,m Ch» ? t?i' \\l 'i; tJ.ftJ' '-l \\l tJ.of' \,; D f_ --Jbn15 .. • • c:, -... . -: J ~r- !'trfru1/ ti'!Jktr Jtrl1a1! C!t&ktr SJ.N JOJ(JIJ/N 0l7:4C lrfAcART/-1/Jlf Blf/0 CONNECTION /?4' 4 tf/11'. t-----,-,-----------5,,-4-,--------~--1+-.----------✓.-'8-' - i--co/6'---'...:.•-'-'fb."":r,-"1/e"-"S'-------1---=2.,,,i'.5'---'----',t lz.:._ez,"--~'-"1/e"'°s_7i_yp_e_0c,.c,2,:____---l~---'-"'/!J_' --t---'---4_' +----Ti_Y,_~_0,c=,2=:..__-c.2t!J,::__' ,:_( ~X,'."-,c'-",e.::_s_ t-O--'lc.c7ca='A-"s,:'::~~y;c-'/-=-C,o:.:on..:..:c=---, ... o'---4-'-''0:.._c.' A..:..:~:,::',,O::..:h=-o/,'-'--'/ Concrele_ Tt e Li 7]tpe .B Type@ 4CD/J:e i'.}pe B Q70'A re ale Base C/oss 2 l06'f 1-bnes A re ale StYb- .bose C/oss4 --z%1Y,mu IJN/JltK5/Tl/ AC01J:e lype li' Off/YE 5'/tt 9J; 0() /J li1J I 11?,IJ 040' As hall Concre/e 7i e 8 0 70'A ~ ole f'Jose Closs 2 IOo' f J-'Qnes A. re ole Svb- bose Closs 4 ACLJtl:e zj,pe t'J' -2;{ I idrrts _ lltJKT/1 __!,Z' If M,nes Nole iJ1menslons sho!l-'n are St/b/ecl lo toleronces spectf'1ed ,n /,he 8/omoro' S,oec,i"tcoltons 14' ,f'/lf fl ! Orama9t bistmtnl Ir/If' /2' 0/7'.4sp/7ol/Con rele lype L3 Type@ # 24' ~· } #.JP ,1.-, hdl CiJncrdt Tu t /3 6' ~ of' ,f~ rt ft Dt/s, C/tl,s ? !:, K/lf 'J 'bkl!I Cbss 4 \\l -LJerm ?Jf" !dnt, ] 11/i· I C\i -?f._ __ --,,,,;:~----1-7~r=:::,;::::iz:;=:;:z:7::::::;z::=:;c::;~i;--~q fr1Jft'lt ~q~ ·-~-~'R... • C II .'- 11?,r//co/ Cho.fer BONITA CJNVON KOJID 07-0ra -73-2.7 /4.0 TYPiCAL CROSS SECTIONS Dote Dale Approval Recommended By Dote R,ghl 01 Woy Engmur Dole KO;JO 8 l,r/11' /(}' !.4tl' Tf/f'E(j) STKUCTUtfAl STl'UCTtJKAl Sct1k: /hnz, -I', fl' Yu-I. -I'. 4' St1bMst Ci,rss 4 SECTION SECTION (Sheet I of 2) ' ---~-· •• , '• , ~ \ \ _;• \ I ! . . _, .. ,w. .-~: 1 I ur .. ,, IIIH•·HfMt,..>,,i ·;~ I I. X ---'(--··------- FORM HD 92 Pr .3' T</.P/r:Al 70' J?,pt 0 .34' tJH' ,4s-l?tt!I W/1Crt1l 7i,, t 8 SOllTI/-/YeST CONNtCT!IJN I' 7i;p1(l) /J 02.5AC Type L5 0.75A ,.,, ale Base Class 2 045,413 Closs 2 /(/If 9' I 354 ,-e ate Subbose I ?tJ' 1 lflr J~n,;,dt S"C/Ptvfl Cl 4 Closs 4 r_;offef 3 1 or I >1C /J,ke ,v/,ero s/;o,vr on ,olons Tf/l'ICAl KAMP CtflJSS StCTlfJt'I tJ?J" h. /,q/1 Ctmcnlt Hi I B tJ 4f' ,fo rt 'ti/I 8:1,t Ch» ? rt 'till S'uPhst Cl 4 tJ t'f' ,fr 0t1// Cb11crtlt Tt, 1 IJ tJ ftJ' 49 rt aft 5t1,1 Ch~, t' I.?,' /4 rt di 5'v/J/Jt1ft Cl 4 T¥ft@ STRUCTU!?Al S'fCT/ON TVPE (J) STRUCTtlRAl SECTltJN 4' ?,f' l I?' f'i171shed Crade 17£117 l?t;Jf;rtt, ~ 6' 20' I I' 50' Type fJ\ U12· o' 5J!. /2' SOUTHBOUND Fl<ONTAGE .QO.4D Sia ?t1t7 1 'ltf N tJ ?tJ7 1 ff't1 /?' I f' I -~ I 5'/, //~// ===== 10· TYPICAL wr/J • Gui/tr JJ/~t)/y Nole. D,mon.s1ons sho,vn ore St/b_;ecl lo /o/ercv,ces s,oec1r;ed //'J /ho S/ono'Qrd S,occ/r✓cQ/,on.s 4' Ilk!// 07-0ra-73-2.7/4.0 CROSS Scale: Honz -1"-cJ' ,IYff. ¼fu. /'-ti" II/§!// fl Folart Curo, 6ul~~? ' 41 I I I/Ji!// rlf7tsned 6rade I ll'.ftJ[ t /Gnts-~ \ /' SECTIONS i 9' 4' _,,, .. i ··"•l 07 Ora , 73 I ",,,,, t.7/40 5hHI Tola! No ShuN ,f/lf' 1:::/: .. ,,~ '""" UVIL fNGINEER-- 17346 tJ 40' As: 1/q// Concrtlt Tr. , 8 T'll'ICAt (j) STRIJCTIJRJ!l SECTION IZ' tf' REDUCED PLAN USE SCALE BELOW O I 2 LI I I I I 3 3 INCHES ON ORIGINAL PLAN =1 Note 41! expo.sea' corners on Pee cvr.bs ono' 9ull11rs /o ,be ro1,1no'11d ,ni'/7 o ¼ 'R (Sheet 2of2) ,__ __________ _ J/erf -r =4' ..flL:Jloge Covnfy..Jyp_e ,;,a· ----i------~_:._=-----,---------·-------- ·1· \ I -, \ ' l \ ',-\ .. '" ' ( I GENERAL ROAD WORK BRIDGE □ A35-I I PC C Paving Details and Approach Slob D 80-I Bridge Details D A62 -A.3 Excavation ond Backfill-Limits of Payment D 8 0 -3 Bridge Details. (Miscellaneous) D 80-5 Bridge Details O A62-BA Excavation and Bock fill-Limits of Payment D BO-13 Bridge Details ( Bridge Surcharge ond Woll) 0 8 I -11 Closure Woll De toils -Box Girder a A62-BB Excavation ond Bockf1II-L1m1ts of Payment OB 2-I Pile Details Closs 45-1 a Closs 45-2 (Bridge) 0 82-3 16 "cost-in-Drilled Hole Concrete Pi le. D A62-C 5 Excavation ond Bockfill-L1mits of Payment. 0 82 -5 Pile Details Closs 70 (Culvert, Pipe and Arch) 0 82-6 PIie Details Closs 45-ICS Closs 45-2C DA73-7 TimberBomcode,Roised Traffic Bors, 082-8 Pile Details Closs 70C. Dikes and Rood Intersections. 0 82-9 Lood Test Anchor Pile Details □ SOAT4-A.5 Markers. □ 5083-1 Retaining Woll TypeI,H= 4'-30'. 0 A74-B.I Monuments. D SOB 3-2 Retaining Woll Type I, H=32'-36.' o SOA75-A.I Concrete Barrier Type 50. O 83-3 Retaining Woll Type I-A □ SOA76-:A.7 Coble Barrier. 0 83-4 Retaining Woll Type 2 □ A76-B.4 Coble Bomer. 0 83-5 Counterfort Retaining Woll Type 3 □ SOA77-A.9 Metal Beam Barrier. □ 83-6 Counterfort Retaining Woll Type 4 □50A77-B.6 MetolBeomBorrier. 083-7 Retaining Woll Type 5. □ SOA77-C.7S Metal Beam Guard Roiling-Steel PosJ. O 83-8 Retaining Woll Details No. I. □ SOA77-C.7W M3fol Beam Guard Roiling-Wood Post. 0 83-9 Retaining Woll Details No. 2 OSOA77-0.IS Guard Roil Anchors-Steel Post. 083-11 Retaining Woll Type6-6'-o"Mox. □SOA77-0./W BorrierondGuordRoilAnchors-WoodPost. 086-1 T-Beom Details □ SOA77-£ Coble Anchor Assembly-Breakaway. □ 86 -19 T-Beom Hinge Detoil-Elostomeric DA 78-6 Fences O 86-21 Joint Seal Details □ SOA79-A.7 Guard Roil Flores. OB 7-1 Box Girder Details. □ SOA79-B.6 Guard Roil Flores and Miscellaneous DB 7-3 Box Girder Hinge Detail-Elostomeric Guard Roil Details. □ 87-5 Drain Details. OSOA79-C.4 GuordRoilConnectionsfoBridgeRoils, 087-6 Drain Types D-1 a D-2. Retaining Wolls,Abutments and other Flot o 87-11 utility Details. Concrete Surfaces. □ a 8-5 Cost-in-Place Prestressed Girder Details □ SOA79-0.6 Guard Roil Connections lo Bridge Sidewalks o 89-1 Steel Girder Details and Curbs. 089-7 Girder Welding Details OA80-3 EmergencyPossogewoys. 089-10 BeoringDetoils(320k) □ SOABl-7 ObsfructionOeflectorsondBorrierTronsitions. □89-II Bearing Details (455k) □ A82-I Cottle Guards (Metal l □ 8 -7 Chain Link Roiling. O A83 Loodometer Scale Pit 0 C7-A Reinforced Concrete Crib Woll Types A,B,C8D OB -8 Chain Link Roiling Type 3. (Construction Detoi Is) 0 B -9 Cho in Link Roiling Type 4 □ C7-B Reinforced Concrete Crib Woll Types A,B,C aD OB -28 Chain Link Roiling Type 3L (Design Doto) DB -30 Temporary Railings. or OB -36 Bridge Approach Guard Roiling Type 8 (Layout) 0 C7-C Reinforced Concrete Cr,b Woll Types E,F,G,H °' 0 8 -37 Bridne Approach Guard Roilinn Type 8 (Details) (Construction Details) .. -. 0 C7-D Reinforced Concrete Crib Woll Types E,F,G,H81 0 8 1 -38 Barrier Roiling Type 8. (Design Doto) □ 811-39 Barrier Roiling Type 9. Steel Crib Woll (Construction Details) D 811 -41 Barrier Roiling Type II OC8-A.3 □ C8-B.2 o c0-c □ 811 -42 Bomer Roiling Type 12 Steel Crib Woll ( Design Doto l O 811 -43 Metal Roiling Details Types 9 8 11 Steel Crib Woll (Design Doto) □ 811 -45 Bomer Roiling Type 9-11 Timber Crib Woll Types A,8,C8D O BIi -47 Coble Roiling (Construction Details) o 811 -48 Metal Tube Bridge Ro1hng Type 15 0 C9-A 0 C9-8 Timber Crib Woll Types A,8,C 8 D (Design Doto) D 811 -49 Metal Tube Bridge Roiling Type 16 0 D 72-7 Drainage Inlets -05,0L ,GOL OB 11 -50 Bridge Approach Guo rd Roiling Type 15 DD73-IO Drainage lnlets-GI.G2G3G4G5G6 0811 -51 Tubular Hand Roiling □ S074-IOOroinogelnlets-GT/,GT2,GT3,GT4,GO,GOO. □ BIi -52 Chain Link Roi_ling Type 7. □ 5075-10 Pipelnlets-GM?OMPorOMPIOCPorOCPIGCP.ODI □ 811 -53 Concrete Bomer Type 25. □ SD 77-A.I Grote Details'. ' ' ' 0 B 11 -54 Barrier Roiling Type 26 o S077-B.I Grafe Details. D 813-I Slope Protect!on Deto(I No. I o D78-I Gutter Depressions O 813-2 Slope P_rotect1_on Detail No. 2_ o D80-2 Single Box Culverts. 0813-3 E~pons1on Joint ~rmor Detail OD8I-2 Double Box Culverts 0813-4 Timber Detour Bridge. o D 82-2 Tri pie Box Culverts· 0 B 14-1 Structural Steel Plate Vehicular Under crossing a D 83-4 Box Culvert Miscel loneous Details. 0 B 14 -2 Structuro_l Steel Plate Ar~hes_. _ o D84-3 Box Culvert Wingwoll Types"A:"'a"a"c" 0814-3 Supply Line o~d Commun1cot1on a Sprinkler ,. " .. " Control Conduits. 0 D 85-3 Box Culvert Wingwoll Types D and E 0 D 86-A. I Box Culvert Warped Wingwolls 0 D86-B.I Pipe Culvert Heodwolls,Endwolls 8Worped Wingwolls. O D86-C. I Arch Culvert Headwalls, Endwolls a Warped Wingwolls. □ 5087-A.5 Overs/de Drains. □ D 87-8.3 Underdroins. □ D 88-4 Construction Loads on Culverts. DD 89-3 Pipe Headwalls and Strut Details DD 90-2 Pipe Culvert Headwalls, Endwolls a Wingwoll Types 11A1 : 118118 "c''. 0 D91-2 Special Single Box Culverts 8 Equipment Posses 0 D92-2 Special Double Box Culverts □ 5093-7 Drainage Inlet Riser Connections. O SD94-4 Flared End Section. 0 D 95-2 Concrete Arch Culverts. 0 D 96-1 Pipe Riser with Debris Rock Cage. □ SO 97-A Coupling Band Details C.S.P and Pipe Arches. O 5097-B C.S.P. Coupling Band Details. □ SD98-7 !2"Thru24"Stolled C.S.P. Drain Details. D NS-4 Curbs and Drivewo s. SIGNS, SIGNALS 8 LIGHTING OVERHEAD SIGNS -TRUSS 0 S I -11 Instructions and Examples. OS 2-10 Single Post Type,Post Types n thru 1ZIII □ S3-I0 Two Post Type, Post Types I-S thru'lZil-S 0 S 4 - 5 Single Post Type, Structural Frame Members. D 55-5 Two Post Type, Structural Frame Members. □ 56-7 Structurol Frame Details. □ S 7-7 Fro me Juncture Details. D 58-7 Removable Sign Pone I Frames. 0 59-10 Walkway Details No. I 0 510-7 Walkway Details No.2. D 511-8 Walkway Safety Roiling Details. D SS/3-8 Pile Foundation. OVERHEAD SIGNS -LIGHTWEIGHT 0 S 14 A-3 Bolonced•Single Steel Post Connection □ 5148-3 □ 515-7 a s16-6 0517-6 □ Sl8A-6 and Mounting Details. Balanced-Single Steel Post Details Type A Connection Details Type B Connection Details Type C Connection Details. Sign Panel Mounting Details, Laminated Panel, Type A □ 5188-6 Light Fixture Mounting Details. □ S20A-6 Post Details. □ 55208-7 Foundation. OVERHEAD SIGNS-BOX BEAM □ S 21-2 Instructions and Examples. □ S 22-1 Two Post Type-Frame Members. □ 523-2 Two Post Type Frame Details 0 S 24-3 Two Post Type Cantilever Frame Details. □ 525-3 Two Post Type Frame Juncture Details. □ S 2 6-4 Two Post Type Post Detoi Is □ 527-3 Single Post Type Frame Members. 0 528-3 Single Post Conti lever Frame Details. O 529-3 Single Post Cantilever Frame Juncture Details. □ 5530-4 Single Post Cantilever Post Details. □ 531-I Single Post Butterfly Frame Details. □ 532-2 Single Post Butterfly Frame Juncture Details. □ 533-3 Single Post Butterfly Post Details. D 534-3 Single and Two Post Types Sign Panel Mounting Details. 0 535-2 Walkway Details No. I. □ 536-2 Walkway Details No. 2 □ 537-2 Walkway Safety Roiling Details. O 5539-4 Foundations. OVERHEAD SIGNS-BOX BEAM CLOSED TRUSS ALTERNATIVE □ 540-A Two Post Type Frame Members. O S 40 - 8 Single and Two Post Type -General Frame Details 0 540 -C Ribbed Sheet Metal Details. D 540-D Two Post Type Frame Details. O S 40 -E Two Post Type Fro me Juncture Details. o S40-F Two Post Type Post Details. 0 540 -G Single Post Type Frame Members. O 540 -H Single Post Cantilever Fro me Details. O 540 -I Single Post Cantilever Frame Juncture Details. O 540-J Single Post Cantilever Post Details. O 540 -K Single Post Butterfly Frame Details O 540 -L Single Post Butterfly Frame Juncture Details. O 540-M Single Post Butterfly Post Details. 0 540-N Walkway Details No I. D 540-0 Walkway Details No 2. □ 5540 P-/ Foundation. ROADSIDE SIGNS D 541-3 Typicol lnstollotion Details No I o 55 42-14 Wood Posts Typical tnstallation Details No. 2. O 543-12 Steel Posts and Timber Poles Typical Installation Details No. 3. D 544-6 Typical lnstollotion Details No.4. SIGNALS S LIGHTING O ES-I A Traffic Signal and Highway Lighting lnstollotions, Details No. I A. O ES-I 8 Traffic Signal and Highway Lighting lnstollotions, Details No. I 8. D ES-2A·IOTroffic Signal and Highway Lighting lnstollotions, Details No. 2A. D ES-28-6 Traffic Signal and Highway Lighting lnstollotions, Details No. 28. a ES-3A-6 Traffic Signal and Highway Lighting Installations, Details No. 3A. D ES-3B-18Troffic Signal and Highway Lighting lnstollotions, Details No. 38 D ES-3C Traffic Signal ond Highway Lighting lnstollotions, Details No. 3C. a ES-4-B Traffic Signal and Highway Lighting lnstollotions, Details No. 4 . D ES-6-A Traffic Signal and Lighting Standards Types Il, lI.-A,m,m-A,X,J:-A a.:mr. D ES-6-8-2 Traffic Signal and Lighting Standards Dimensions D ES-6-C-2Troffic Signal and Lighting Standards Details. D ES-7A-9 Electrical Details Structure Installations Bridge Sheet I. D ES-78-5 Electrical Details Structure Ins to I lotions Bridge Sheet 2 D ES-9-5 Cantilever Advance Flashing Beacon lnstollotions Types 9 a 9A. a ES-11-9 Traffic Signal and Highway Lighting lnstollotions Foundation Location Details. □ ES-12-3 Pedestrian Undercrossing Fluorescent Lighting Fixture. □ ES-15-7 Pedestrian Over crossing Fluorescent Lighting Fixture. □ ES-16-4 Fluorescent Sign Lighting Equipment (36 inch l □ ES-24-5 Pull Box Type 9-A. □ ES-27-1 Extinguishable Message Sign 10" Letters. □ ES-28-1 Extinguishable Message Sign and Flashing Beacon lnstollotion Mounting De toils. □ SES-29-6 Slip Base Insert for Type X and .xll Lighting Standards. □ 5£5-30-6 Lighting Standards Types III andXXXI. O ES-31-4 Fluorescent Sign Lighting Equipment Integral Bollost. □ ES-32-2 Fluorescent Sign Lighting Equipment Integral Bo I lost, Sign Control Equipment lnstollotions. a ES-33-3 Left Turn Signal and Sign Standard SAFETY ROADSIDE REST PICNIC TABLE 0 PT-I Type I 0 PT-2 Type 2 0 PT-3A Type 3A. 0 PT-4 Type 4 0 PT-5 Type 5 PICNIC TABLE SHELTER 0 PTS-1-1 Type I, Architectural Detail D PTS-I-2 Type I, Architectural Detail O PTS-1-3 Type I, Architectural Detail. 0 PTS-2A·I Type 2 A. ( I of 2 l 0 PTS-2A·2 Type 2 A (2 of 2) OPTS-2R Type 2R 0 PTS-3 Type 3 0 PTS-4 Type 4 0 PTS-4A Type 4A 0 PTS-5-I Type 5 □ PTS-5-2 Type 5 0 PTS-6-I Type 6 0 PTS-6-2 Type 6 0 PTS-I1 Type 11 0 PTS-IIA Type IIA 0 PTS -11 8 Type 11 8 ( I of 2) (2of2) ( I of2) (2of2l ( lof3) (2of3) (3of3) PICNIC TABLE AND VEHICLE SHELTER 0 PTVS-IA·I Type -I A,Architecturol Details (I of 2) 0 PTVS-IA·2Type -IA, Structural Details (2of2) 0 PTVS·IR Type·IR INFORMATION DISPLAY PANEL 0 I DP-2 Type 2 0 I DP-2A Type 2A 0 IDP-28·1 Type 28. (lof2) 0 I DP-28·2 Type 2 8 (2of 2) OIDP-2C·I Type2C (lof3) 0 IDP-2C-2 Type 2C (2of 3) D IOP-2C-3 Type 2 C (3of 3 l D IDP-2D-I Type 2D ( I of 2) 0 IDP-2D-2 Type 2D (2of 2) D IDP-2-E Type 2E D IDP-3-1 Type 3 (I of 2) D IDP-3-2 Type 3 (2of 2) . OIDP-3A·I Type 3A (lof2) 0 IDP-3A-2 Type 3A (2of 2) OIDP-38-I Type 38 (lof2) D I DP-38-2 Type 3 8 (2of 2 l D IDP-3C-I Type 3C (I of 2) OIDP-3C·2Type 3C (2of2) OIDP-3D·I Type 3D (lof2) D IDP-3D-2Type 3D (2of2) INFORMATION DISPLAY KIOSK OIDK-4-I Type 4 (lof2) OIOK-4-2Type4 (2of2) □ I DK-48-1 Type 48 (I of 2) □ I DK-48-2Type 48 (2of 2) MISCELLANEOUS 0 BB-2/2A Bench with Bock Type 2 and 2A 0 BP-IA □ BP-IR OBP-3A □ BP-3R □ TR-1/2 □ DF-1/2 0 DFFA-I 0 FA-2 0 FA-2A 0 UH 0 TSS □ RRS D TEL DEL □ F-1 Planter Bench Type I A Planter Bench Type IR Planter Bench Type 3A Planter Bench Type 3 R Trash Receptacle Type I and Type 2. Drinking Fountains Type I and Type 2. Drinking Fountain and Faucet Assembly Type OF/FA-I. Faucet Assembly Type 2. Faucet Assembly Type 2A Utility Island Type I . Trailer Sanitary Station. Routed Redwood Sign Telephones. Exterior Luminoires. Flagpoles Type I. REDUCED PLAN USE SCALE BELOW 0 2 L J I 3 INCHES ON ORIGINAL PLAN STATE OF CALIFORNIA 3 :::J BUSINESS AND TRANSPORTATION AGENCY DEPARTMENT OF TRANSPORTATION FIRST SUPPLEMENT TO STANDARD PLANS LIST (January, 1973 Edition) The Standard Pion sheets indicated hereon by a marked box ore applicable to this contract. ~ CONTRACT NO. 07-036124 !_:, \ :.1-' I~:• •::"; ' X X -x-----, X I ! I_"'""" om '"'"" om 1 De11goed • 1, T,ocod ' Checked Super•med by HJ,4M{lS X l I I // ~v ~/r hJY . ~':,! J /; 1 / Ip I I Iii ~ V I 0 ~ ~ R-f'IM'e E111oqnhnen-l Area .f'l111t 11-J CU/De MARKERS TVP,: I NO F·t I /7 ,K I I CURVE DATA No. R .d L A /,.?00' 20° 01' 37/1 N!.✓.lcl' 8 /,?°tJtJ I 28° FJ' .Jc" 7pt'.4tJ' C C, tJ/JtJ I 48°47' ,?,,r 1,7/J(}. 7o' Cx /,COO' 39°Cl6" Cl4" tf'o'Z44 Cy 9,988' tJ3° tJZ '/8" 5296:5' I I \ \ \ I I T Zo4.i1f' J,5'6.42' 9tJ7-oJ' 365.I/' Z648J' REGISTERED CIVIL ENGINEER NO /73,~4,~:5- DATf APPROVED A,Pc// 2.;;: L9Z4 Place Ac M,s,:,e/loneoll.S Areas MacArlhvr Blvd. Co/Med/on Slo./55-f/5 to .5'la/6'4f90, . Left side 3. 5' wicle, Cl.17 lilt cf Re-aligned A{a,:,,4rfllvr 8/vcl Slo 53-fS,;f (Eosl .Bluff') fo Slo. /7.3-f50, Sfo. /?7+5Cl7'o Sfe7./8¢+1q, .l?ignl sicle. o.11'4.C .. odjocem' lo ond t/ader A.C. a'ii:e REDUCED PLAN USE SCALE BELOW I 2 3 0 I I I I ::1 t::: 1 3 INCHES ON ORIGINAL PLAN FOR R!W DATA AND ACCURATE ACCESS DETERMINATION. ~EE R1W RECORD ti,OfS AT UISTRICT OFFICE. ~ LAYOUT PLAN A·/ ...... ww., ... ...................... I -~:~ ~t l ~.;. --~- I .1::. IUff '1,;1 "'It' I .... RNRM. ..... , - 7 lea..-I 01sTI couNTY ROUTE I POST MILES \"':!.'\~ -TOTAL PROJECT 7 I Ora I 73 I 2 7 / 4. o I r,, ld.t' ~ ?:· SUPll<lLEVAT/OAJ O/AGRAM 1 ~~' ) ~ ~ -,. = /00 ~ ' 1 PROJf.U iiiHEEft 11£81Sl£11ED CIVIL niiiriQ: i V u -V NO l?J46 , DATE APPIIQV!:Q 4tzol z-e LYZ.f 90 ~ ' ' ,. ~ - /7 ~ 80 ~o ~ -~ -70 -70 ., -ro --"' c::O 60 ~ z Cfl ITI ~o n rn C ~ ;r "" Cflc U> ~ .. -,n ' 0 O(") z l> ITI ·--,. ~ 0 f;;c 50 -f--,, 50 ~ "" n --z l\l~"lJ I> ---r 5r ' .. r :E )> ' I> -~ z z 40 ., L"' 40 ~ " .. --/ -~ " " ~ -30 ' JO -I - ~ ' .. .J . .,. ~--. ---.. . ·-·-. . . -.. -. ----- ' Subs Cw ht 52 ;,q 46 55 LIO 232 43'5 ,;70 703 662 586 599 .573 5.53 29/ Y4af"1b 26 c?t? 6 22 32 26 38 ?/, -2.;, 47 3/ ~3 .J 0 Zt:>4-4956 5118 417/ 4034 ,.. /48 /4!J 1.50 1.51 /52 /53 !.54 /!,!, /,5(, /57 /.58 ,s, /60 ~ /00 . ., v, u, •n ----S UPE.R£l£VATIOAI DIAGRAM 100 -/ ~,, ---~ ~ . " -~ !JO ~ !JO r --. ··-~ ---80 ~ -!30 . -. y ,_ " ,, ~--, ~ V -70 --~ 70 ~ / ' --~ ' ,o -- -r --60 - ~lllpf. hlill 11111 -~ --,, ~ ~ - , ---. ~ " r • .. ~ 50 --, --jO y ~ ·-, ·~#/ll!lf ' --· --~ ~ ~ +F _, -.. • Awr.11 40 -40 I -. -~ •• --· ~ ~ ,~ ~ • n, ·--6-'- ~ .. ~ _,· ,_. ~ ~ ~ •. u, r u C"'1d:d ,, - 30 '" -:JO -.. H, J. AMO~ ~ --~ ~-20 -- 20 r,~ ,, V U ,, --+ ---H --w --- ;1 . AO . 4-ZSB 4-6?/4 Bt>Z 7-.,. 57 -Subs I I :5 I Cw £re 29 w //UI/J /2.i6 /233 1758 l8tJ6 /7<;5 2350 "1189 "<Rf/ 4121 39n-, I PRO FILE Y41h1b. 3706 3/90 C:9O3 c/83 /3/3 836 2633 4875 8397 '1167 6698 3~30 1/06 671 35Z 285 753 /2B5 9:Y4 435 220 /65 /87 I 11-2 )11 /6/ it.Z /'13 /(;,4 /(;,5 ,., /(;7 /(;8 /(~ /10 17/ 178 17.3 /74 ' ........ c, ....... Ill I DATI I DIIIIN INIINIUI .. ,. 1,1'110V.._ IUCOltMCNHt .., DATI I HJ.Amos \ 7·7.JjA"Lh;iml,,nso/.1 7·73 h'r. 13/oc-,fer 7·73\ X X I -x----1 X Designed Traced Checked Superv1se'd by HJ AM.OS ·x I @) AN/ro,oohlanllf>lt1r O,s/ncl ca.:,em11nl \ Pro1ectfnglnee• Dole Oe1,gnEn9,neer Dole A.pprovolR1comm1nded8y Oa11 A ght 01 Woy Engineer J,•e I I I I , I ~y,: '/,?I I I I 5'1111t JI-I ---- I I I I I I I I I I I ~ ~ ,. iff- ~ \, \· : : ------- ,,,,,,...-, / ,,,,.--.,,,.,. -- /''/ I I I I CURVE OATA No. R .d B /,700 I ?8 • ftJ' Jc" C 2,0{)0 I 45'°41' c4'' I) ,?,/JOO I /~• :J/1 }911 £ P,000 1 24" P7' 0911 F 400' 46° 371 /(}'' G t2CO' 08°12'J5" H 3?' tfl' 29' ?"8" I }f' 1/6°4,5'',?6" J Jf' /21° 171 0/1 11 lie 4ftJ' .l!' ?1' tJ,?" Ji 1,/JJ' 19' ?!' /4" ~ CU/DE. TYPE F-/ K L T 7:56.4(}' Jt5'6. 4Z' l,7tJt7.76' 9tJ:5.6J' }b7.48 /cf✓.261 ,5'?}79' 4JJ.J8' -Z?,7. f 6' 17?.?9' 17194' 86'/2' 37..571 20.dc' 7/J~' p6.9CJ' 74-t?fl' 62.22' lrJI 99 1 /ftf. fl' Y!5.tJc' /94.19' MARKERS NO If 5 2 FOR R/W DATA ANO ACCURATE ACCESS DETERMINATION, ~EE R1W RECORD Mt,es Al UISTRICT OFFICL C) ? ., LAYOUT PLAN tf;l "' -::;-.: .. ~-t J " _,,...,, .... ,. / + . .,......... .,. H.J AMOS -t- ---------------------------------~-----.u:. j mr, I 'I FEDERAL 'ltOJICl -.o--~-":Ni-,~~=n~---,-1 it!~~!~· --j- ---~-1----- ---+-- 60 60 40 ---- I--_:==--I-- t --f-----:::- ' ' --+ -1------------t-. . --r--- I --~r----------r- ~-~-r--~ ~- ~- '-' -~ "' ~- -+- +- f + ' ----j- ! f-----------+--l--------l--~-1--~=~,-:---~~ _:_ --------+- r----+----1------- -f-- Cu. Ext --l_8_Z_ 251 Yd~Embl-----+-------!---+-----'----+-----+------3597 -5tJ53 st. ltlJ IN ltl$' I tlo t t ~ +---------+-~-=---t ~ 413 ( 7337 ltl1 I 6i:: I It!! -+-I ----,...-~----~--;....._. 0 - -1% -2% --- 1---f------1--- 1-----1-------- Qoadwav Tw,e 'A' Cu f~c. 'ii~ ~~ 1-----+-- Ydt Emb Sta P'lltOJfCT [ ... 1"91:U I DAT[ I DU19" f"91N[[llt I ----= ::=---r--' l -f------ 4242 ?60:J 4242 3603 2ll2_ _ /657 /628 1376 /6 17 DATE APPROVAL. IIECOMMENOEO IY I DATE I I I /cl :?29:, X9.5 /982 /37§ 2204 2204 /732 850 19 I t i t 1000 1000 1236 329 83/i 838 1298 264 20 747 747 /753 287 46 476--4 t ! 7:,4 5:J4 /894 -29tT I 7 CALIF I l f------ ~ SUPERELEVATION DIAGRAM~- f- t --:-- t +-+ J_ - -+ --- + 1 --------r---!------ -+- _~ T --- t-:---+--- ---;- f- + -l-- f +-+ ---~r---_.,.... ----+- b,~-,.-·+=---- --1---' --+-_~ +- --l-- +---I----::- ---~~ -i 1-:--_{~F ~ t--+ t-+ --t -:__t: =+= +-+ ' -- +----+--- +---+-- ,_ --t---=-t t --f-- ,-----., = -+-- --C----------+---- i----ic- ''" I cou■n I 07 I Oro I 73 I 2. 7 I 4. 0 I R I/J2 /974 r---t-- 6'0 .50 40 .JO I 5/ I 43 21 _ 3390 _l __M_Zti_ 12_§1 ltlf //ti 4 ' /043__j_ Ill 5 / /4 : 48 201 /99 /.34 777 /l.3 71' 8 33 __L__fu_ ~ ZZL -+---",s'-'t~B~-~-5"'--__,,6__,,B'--"----;r~6~7'--~--"--3"'-a=-o-"---~.3~-3~4-'---c-f--_-~-1-~o~B'--~~~---cc~~~~~~~-2--c~~ //2 //3 //4 //.5 /.JtJ /99 283 178 6 I -475 35'0 /94 /2/ 4/ //6 117 /NJ SUPERELEVATION 101 ·vc '-Lt '-".P t- -Extf P,,~l',m 7'L t.lil.), r I ?:CO /04 }20 109 1:=~ ~ !\:\ ~~- ~-~..,~ -------'l....__- j is;= ---- 1g69 1713 /544 1482 /262 /5/ • ;4 -/,:? 3 21 22 23 /043 24 DIAGRAM~ i f l I i ' ' ; ---+ J__ -+--=----+------~-- -I-- - 833 t -+--- ' ,- j ' '::: 4 t ~--~ 509 25 -I ' --' ~,!°Xf.5'.'-P_ni,'Im_: :!'ti If RtE l i-t t t 2/6 l ' T 66 ~ ___.__ t------+-----~ -+--+-- 27 28 t T--- + + -f----ro "' c::O z CJ).,, 0 rT1 0 :,: "' wC V> 0 nn z· l> ITI 0 f;;o "' .;; z 8l "ti ,. I\) r 5r " r :;; l> ,. z z l(>I f'(J /() --------__ ,...._.___ -----I----- f------ PROFILE A-4 -1·:, -A ,. -:· ! .. - \ I•• l'l:.:~ .. 1.i 1 ... Ml MO IUTt" FEDERAL '1110Jf:CT NO ' 1 1c.a1.-. ', ,, --I -TIIILU-TOTAL,,..,,...I ...,, I J "\,. ,,,, I «-n I ,wff ---SUPERELE//ATION DIAGRAM 1 I Oro I 73 I 2.7 )4.0 I q I/J2 ~ '. . .:· ~ '"HJ a.~ .. / lic1;111T!:RLD CJ.,,._ [Niiiiil:(a. +-/ =~ NO 17,145 ~Tf:APP'fOV~ 4PdL. Zl; /2.Z'f!.. 4.5 ---·-en - -i ~ 4(J -. -4() - ' -~ REDUCED PLAN •v L---~ ~ -~ J.5 --USE SCALE BELOW = 0 I 2 3 --~ t: I I I I I ::J ~ 3 INCHES ON ORIGINAL PLAN ---.JO -:JO -~ ·-~ . , ~ " .,. -2.5 " ~ ~ 25 -,, -~-' -/ ~ .-lr----••~ -, -20 ~ -~ 20 ~ n, 1~ ~ n /,5 /6 ~,v / -YU ~ en ,~,u,. ~ ~ '" v, -~ -· , I /0 ~ .. . /0 ·--~-·-~--~ Cu Ext ·- Yd~!mb a,' St. 0 f 2 3 4 5 6' 7 8 38 3£7 40 41 42 43 44 --.----..-----,.~, ,,,,, ,,, u -~~ -~ -SUPEQELEVAT/ON O/AGQAM nn ~= 65 -, 6'5 -~ ~ -D = -~ "'' '" -~= e ~= , -,, = .,_ ---6(7 -,, -,. 6'0 ' " -" ' ,~ / -' ~ I ' 5.5 0/ 65 ~ -,. ~ ' -·-~ ~, = A -~' ~ ' ~ -50 ~ -·-:50 -~ ~ ~ ' ~ Ii... o,,t hftll IPrll 45 "'"' ,_ 45 " " ...... ~ - c...lN<tio,, I~ 40 -OA ' ~-I Ri,i,t ,1-., 40 ~ --,, -, .....,i .. " ,_n .,. , ~ Gl'Nf• o,w-.35 -, -35 ~ ,,..UtM ~ ---.,...,... ., •' ,. = , HJ,f}_MOS --~ --, " ·" 30 " ~ :JO " "-,A ~ . , , 1, ~ ~- + --.. -e .. 25 OUH 25 / = 5.9 6'0 Cu Ere. 347 548 382 J/3/ ZBZ 82 37 ZM 439 398 JJ 3 27'7 1/l I 785 5ee Bo ,I-a {1q17Vt, 1o7 Rood' F I A-5 1 Y~• f.,b. 789 /007 651 1087 1244 1302 ?86Y 6tJ68 7699 8104-7485 :5'/tJ2 .3627 2995 2337 2097 mo, IArfhvr t. oulevora I PROFILE ~-46 46 47 48 4.9 '\ ~cl/975! 60 51 52 63 .54 65 56 57 5cJ ftfMACT ...... UI I DATf I DUIIN fNIINfUI DATI Al"l"ltOVAl. IUC0IOtfNDlD ..,. I 0ATt l I I I ' ·' I X I ~~o I L\I \~\ I \ ; ,,,-;, ~------~~ 6J.4, I \ \ / / -----------::-<&.,.., 9 I ------~---~~~qJ~ I I I \ \ :;; ~ ",j I I I t11 \ w I I I i: X \ tl1 ! I ~I I \I • I \ 111 i \ ~/:' I I :§; I~ ~ I ~ I I 0 I (: 11 1\\ ii c:: \ (:J ~ \11 ~I (:J I (/)' liJ . ~\ ::;) \ ) ~ -~ I /t1/) i; . I (J. ff/// -X 0 I ;/1/ l/ '~ i) & i I ;/J/ /Ii// \J i I 0/ !11/ 'D I~ /,J..:; 'A I~ ~ i I I , I f-i /// /~~11/// f. ~1 ~ .. ~ // \ . /It;;// I ~ ~ I \ !j I I~ Ii~ I ~\ lCj~ 1~1 11 \) 0<: J ~ I ~ 1.f} /; / \ ?/ 'ti'PJ v ~ , ~ I X J; I ~ l ~ 1// ~ I ~~ q I I /~-~ I I ~ I t~I I I / i'/ /, " I / ... /~ Dl!■IGN 01!,-T ,.n,n DUI I ~f I~ ,-J De,uiJned I Traced I ,1 0 I I~ Checked I f 1/ f.; If I-..-/ ~ Supervised by I?// I I l \~ HJ AMOS I~ ~ ; ~ ~ I I X I L Proiect fn91nee• Dote Oe519n Eng1~r ' Oc;ife ! Approval R•commerided By Dote R19ht Or Way E'lg1neer Date J .4n1os 7·73 .IE. Ton1knson \ -73 R.F.8/oc-xer 7-,73 I ll!! N ~ " I I I I I I I I : : // .. :,I : ; " _: ~ : I:! : ~~ : ~ • l...1 . ~ : -~ .. ~ :0 : s : ~ : ~ ~ .. ~ : f ./•( ~~ } \I:~ t ~-\ \J ~ .. ~~ '!..: ~ '1,1;: <!J: ~~ \:· ~~ 'I~ j ~ ::(' ~ . ~ : .. FEDERAL PROJECT HO '~li~L •~'f' of' Pvbhc lfprks C1ly of Jrnne See So//lheosl Connecl1on '"~";•·•;·.';""" ·:; /$,r -·1 < -... :s REGl~TEREO CIVIL ENOtNt:I• ', '. NO /734-5 ' Sh eel ...Ll..:.ll °"' ,e,eo,eo A/;al ~ /974 l REDUCED PLAN USE SCALE BELOW 0 I 2 3 L I I I I I ::J 3 INCHES ON ORIGINAL PLAN '----see G'rodm9 Plans--- I / / ··------L ✓;;// 5/& ,,,..,,,,,,. ----~.!._~/?L _,,-./ No. k L M 42 32 Cj Yt ----- G'U/Of M4/?k'fRS TYPE NO F-/ 2 F-2 I G-/ cJ G·2 I )( J CURVE DATA R 4 L T 4,&rJrJ' ??0 02' {}2" f,Nc.rJIJ' 2,rJ!J.11' 3, rJrJrJ' tJJ° 40' {}ft" /{1.?.cJI' 96.06' 800' 26" /~' 72" J66.64' /!JG.GO' 6'0' 73°34'c?7" 7704' 44.86" 85' 52' UO' 09·· 7715' "ll 46 27; /29° .34' /6" 6/06 57.34' 120· fJl°34'25" /9,' 79' /2.? ;)4' FOR JtfW DATA AND AO:tlRATE ACUSS DHIRMINATION, ?;~ --~\.rQRQ MAfi AT OISTRICT OFFICE. I I i I I I I I I I I I I I I I I I I \ I ' ' '-, / // .j 1 . (:) (3! J 0 LAYOUT PLAt\f( ~tM ....... 9~~,'.;.:··, • J ~ ,...,,,\,.._,~ ----' ----- \ .Ji':. sun: ~•Al MCMl:GT NO. I t "t t' ) .~ 1 .,_.._.,. ''" I -n I ,~ .. I _,, 1uLu-,er.,.. --I ~ r I ,1 .. 5UPEREL£VATIOAJ !}/AGRAM 7 I Ora 73 I 2. 7 / 4.o I II ,,~r ~~ p~ENa1NE£ft 1tu1stt11f.o c1VIL - +" H V NO 17346 T -DA.TE APPRQV~Q 4,nai.. z,::. az"-. -,_ - J /00 ' fjO ~ !JO ' -ro 80 ' /A tJO -"' C ::0 ~ ~ z en ITI 0 fTlO ~ cnC 10 -0 no 70 z l> ITI ,_ / " ~ 0 f;;o / -~ "' ,_ ->--"' z ~"t:J ~ -,. N --r 5r 60 •= ~ .. 60 --r :;; l> ,. -:= z z ,. ---~___:_:= -., --l"' ' 50 ' so ., ~ . . . .. , . 'V -. . -L . . . 40 40 -------- Subs Cu Exe 5';18 380 89 126 49 IZ Y4s.!n,b 26h 2(,5 47S 515 /752 4060 5046 53:?4 ~6/8 .5-VS" 6/f/.f ,.. 250 ZS/ Z5Z ZS.3 254 /55 /56 ts, 1.58 15:J /60 /GI IGZ /63 ~ .-----,.....-------,-------.-- SUP£R£l£VATIOIJ DIAGRAM .rOF ,. ,~ - ~ -.. r ~ ~ _, . ~ . ~ -,.u . ,nn -,. -, .. ~ -H,/V t30 -" , .. ----.r -~ r -·-e,o ' ~ --~ -~ 70 ·-Jrn TO ~ ' = I -~ / " -: ~' ~ / -, / / / V GO ' / / ._, bO ~ 0-,,, llil,I .... ~ ~ ,,,.,. -// -/ - 50 --· .v, 50 c..lM:MI -- I~ --~" . -..... .,.~ ., ,_ .. --~ ""9fi• 40 40 I -~ - ~ ~ ~ ~ ' ,,..,.. ' 30 --_, '" r ,, ,. 30 -.. A, / - H. ✓. AM0.5 - ✓-F ---zo zo -t--..... ,...,. ~ . ~ . . ,. I . - . Subs " c~ £re. 2/3 JOf, 202 /()9 "iee Ea sf .B/vrr /~ 206 ~66 3?3 403 401 378 40.} 466 464-4117 462 56/ I PRO F I LE 11-r II Y41 h1b. 64fo4 C,977 77t?9 .840/ 7361 63~9 :'675 flrtv If flof,/e 4548 4Z02. 3ZZ3 239'1 1759 1670 2348 2634 /915 /640 198/ Z/76 Z234-/~69 48/ I 511 IG3 /(;4 /(;6 1, (; 1,1 1,11 1,~ /70 I 71 /72 173 /74 175 /7t;, ,...,." ,....,. .. I ..,., l on,,111 r••••H" .. ,. .. ,.,,.ov ... 111, ......... l'r I UTl I I I I I /cJ 7 .,-43.cJcJ ,;.,R/e 73 -~ P,o,..c,fng,,...• 7·7. I / ~ 196.,c/9.0cJ Ro.mp V-3 t:: REDUCED PLAN USE SCALE BELOW 2 l I 3 INCHES ON ORIGINAL PLAN 3 ::.j FOR R{W DATA AND ACCURATE ACCESS OHEIIMINATION, ~[[ R1W RECORD MAPS AT DISTRICT OFFICE. ~ ... "t /96 "03 6 7 Ra.mp V-6' 24.,92 12 E. Cllannel /94'7l.37 E Rle. 73 25.,92.12,;. Cnonnel /93.,tJIJ26' Ramp t/-4 /92.,3cUd J;bm,o v-4 ~:c...,.,,""----:rr----r---1.rc.'.9.~.J,02.75 Jrb.mp v-5 .00 E C,/Jonnel - Line I /(J Romp t/-5 <I LAYOUT PLAN IJ ·:~, 1 --==-=--•::;.J I Re/"vse HJ.Amos Match ------- -G'UIDE MARKERS TYPE I AfJ F-f I I G-11 I I CIJ/?.YE DATA No. R .{;;. L T N 2,pCJO, Jl° 28' 1.r 1,460.42 I 77/.11' ·-I-- 0 ✓tJO' 69" 22' p(J" 4~4..J7 '276.,5',7' p J,tJtJtJ I t}.f"4:J' 44" 299-96' /p,:?.//' Q /tJ(J(}' 26" tJ9' ✓1r l4ft'6.60' 212-JF R 70(}' 22° 08' /4" c?tJ.46' /J6.94' s 6/JtJ' 67" p8' 08" 66988' J14.7(J' It 2,419.o!' M' fJ" 1z:---?jr; /7' rtNJf' ~ ~ ~ b1sl.h-n~ ~ 1--'--+'------f--(7 t/naergrvu.-ondw/ '\I -------- ~-= fps/ Cu l Jo,,, -:, \ ... \= "':::. \';.. -~ s dTy,£!!! r® : .. ( '-....... J I I .,/ ' ' ' '-....... '-....... '--... "' IJrd119t Covnly St'n, h ltM "- Oi,lrtcl M /4 I /rnr.e RO/JC/7 #bier LJ/s/r,i::/ PvmpS/Qhon ',L _________ _, .......... . 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Chor,ne/ l93+.PJ7I MocArlhvr .Bini [I) !{19•-35.23 Pomp U-2 f 188+ 22.Pcl Moc-4r/hvr Bll'd [II /tJ0+7cJ6'6 Ro.mp u-3 2 189+ 13 54 MocArlhur Blvd Q) /P8+9902 Ron;,p V-f .3 ltJ9r7cJ.l5 MocArlhur Blvd r:;, lcJ?+tfcJ 71 Ron;,p V-4 8 /90.,40.54 MocArlhvrBl;,d ro "' C ::0 z u,rr, n rn C ~ -"' u,C 0 no z· ►rr, 0 f;;c ;o i5 z "'~ -0 ,. r 5 r ,, r ~ l> ,. z z I l"' Fem .R DATA AND ACCURATE ACCESS DETfJ:ll !NATION, SEi: RJW l(fl,VRU MAPS AT l,;1.:, RICT OFFICE. (j) l:'l?moYI? E.nsl1n.f t'vrb .?tN/30 le .?tJ,87 .L'e// ?tJ,BtJloJ'-/tOO~y/rz' .. R't'f'hce Jf'lllt Crt7 0,. 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" 0 t= ~ C'vr. REDUCED PLAN USE SCALE BELOW I 2 3 I I I I~ 3 INCHES ON ORIGINAL PLAN '.--"IE APPROVED FOR RfW DATA AND ACCURATE ACCESS DETERMINATION, SEE BtW BfC@QJ◄heJi AT DISTRICT OFFICE. l'IEGISTEREO CIVIL l:NGINEER NO l7J45 tf'-? LV'4 1/ t " ~~~ ~~~ ~--. .,... \_ \_ :\ LAYOUT i ------ - - ---------------- \ J::O sun ·~ "'i_l' 1, .~ '1'.0UIAl '""°""c;T NO 7 CALF OISTI COUNTY I ROUTE I POST MILES \ 'H:O~Tls1i~ TOTAL-PROJECT 7 I Ora I 73 I 2 1 / 4J) 13D I/J2' ,. SUPER[lEVATIOIJ 0/AGl<AM -~ # r/_ t2 w w --,-1 V REGISTERED CIVIL Dle!NUR PROJ'z:"' ENGINEER •' V . /7345 NO . ~ -DATE APPROVED Aµrl a /974 - ~ , a, K -~ ~ ,. 50 ~ 50 - ~ ~ u ro 40 -~ ,✓ ~ 40 "' c:::tl -z C/lfTI V ~ 0 "'C ,_ ~ -. .. . -. I u , ---(/) C: 0 no 30 30 ~ ,u z l> ITI . -0 f;;c -~ ,u -.,. , :0 G> . ' --' z ~'"O ~ -' I> N ~ ---,-r 5r V -· ·" - U. zo -~ --' ~ --::;; J> 20 -----n, -t=~= z ~ ., . --' ~ " ----=f= ----" _, ---1 ---, ---~ -10 ---/0 , " --, " v; ,.,,, , -, " = ~------~ .~ JI ... --·• . r . . ~ ~ ~ ~ y ~~ l<Oi:JJ,v..Jj_ G...1 I:.)<,,.,, ~Pe 1A1 2903 l!797 2707 1412. ~ ~ -~ ~ YJ~ . .::rd;\ Tvot 'A1 e.903 2797 i!:707 !4/Z Cu Ext I 921 9/2 9tJ1 5'69 Ill __J_l_ -= 46 16 .33 175 218 /83 267 /59 Yd~ !n,bi /t/245 //t/68 1/443 9JJ7 7ZtJ9 6517 ;,968 6Z.;9 ,/;JltJ ;,833 ;,,J,?9 #/8 A•/'I 17?/ 3521 3771? 3244 ?607 J/92 2132 /91»6 /722 /383 9,:;4-863 Ml 203 204 ZO!> zo~ 207 ZOB 20:J 210 ZI! Z/2 213 Z/4 215 ---- -~ -~ ~~ ~-- ~ SUP£!2£L£VAT/OIJ 0/AGRAMI - -~ A ~ ~--~ ~ ~-~ -~ - - -,., v; --n, ---,. '" r;,o -GO I ~ . ~ ~ 50 u . y~ ~ 50 ~ -~ --~ , -~ -" , . ----0.,,, ~ Ma -40 --40 , ---...... -c..ln,ci., -,,..,. ,. ~ ~ -30 r -30 *i,t,t-~ , .....,; .. G,_• 0iw-20 zo GINcllM t:--.. ' --,,, I H.J. AM0.5 /0 -,, 10 ~ ~ ~~ + ~. ,. -. ~ r r n • -. .. . ~ --~ - ' .. Cw l" 4-7 41 ---->------I p R OF ILE J .. fl Y4t fmb. X,1 /44 //r' /~.?_ --~ --, Sf• Z/5 ZIG 2/1 Z/8-Zl:J .zzo ZZI zzz-.ZZ.3 .ZZ4 Z25 zz, zzr 228 t "°"''' ,,.. ... 1. I OATf I OIIIU fflilllflilUlt OATf -~~ltOV"-111to1n111•010 r, I oaH , I I I ------- X X -x------ CL.IRVE DATA G'UIDE M4RKERS TYPE NO. R L T G-1 69 X 0 400 69"22'50'' 1-6',:J..}7' 27681' Y; /20 91° )4'25" 19179' 12.J.N' A2 60 7}0 .J4-'07" 77. 04' 44.86' 8z 8) JZ°0O' 09'' 77!5' 4-146' ~m"' un Cz 27 ;29•y4' /6" 6106 17.J4' .,......., 4 lfOO 05'4}'./4" 149-98' 7f.05' r.-Et 300 69°22'50" -,._....,...,. rz /500 05°4.}'44" }63.28' 207 66' 149 98' 7J.OJ' ,/ H./.AMJS G2 JOO 67'}3'04" X ' Pro1ec1 Engineer Date Oes,gn Engineer 00111 Appro~ol R.commffld.d 8y Date R,ghl 01 Woy £ ng,11eer Dot• h'JA,mcs 7·731?.clomlmson 7·73 /?F, /3/ocke,r 7-731 ~~; ,-_.. I ,,,-' oN ~ ,P/dn ..--------<-5e-' 6,ocl1t1f I / I I I ( I ( I \ \, 3~ \ \ \~'' \ \ \ ~ ' ' \ ..c. / I FOR RMI DATA AND ACCURATE ACCESS DETERMINATION. sEE RJW kEGo@o Moes AT DiSTRICT OFFICE. \ ' \ c;:) ,_'\, '\-:' \ \ \).-' \ \ \ \ \ \ \ ~ \ "" s \ ,.._ ~ ~ 0' \~ C. ~ '~ \"' ✓ -,.,.__ ~ ~ \., '->. ~--,~~' \~' ~::-- '= \ \ \ \ \ IH01~T~REO CIVIL t::J,jGIMEflif NO _LY,=4,'-'=':5 __ ~ /JJ7,t \ \ \ \ \ \ SOUTHWEST a SOUTHEAST CONNECTIONS TO UNIVERSITY DRIVE /() " :; '..:t r ·l ·1 f 1 i .. j \ ;i ~ ., LAYOUT PLANt!wi ·~, . • .. }i. +- . .,,....,... .... H.J AMOS -t- IP JP 110 .JO 20 /0 Cu Exe Yds Emb st. -!- --=_________:_---=f::--+ -- ---i- ---1--1vn- 176 177 178 -'---- f i : ; I I r + l l -~ f- 7tJtJ6 7/?5 179 MO +• SUPERELEJ/ATION DIAGRAM! • + -+ ---+--~ --+ -+--+-~-t==+---- t1r, t S;:"i; +-~I~ --:;::-(5"' ~ '<J _ _!_ -_;_ _;_ i 7056 6899 /81 i ! t-- J_ ' -t----+- :/~ + ' I 6!?/2 t _ 4886 l_ JZil L !/p8 182 183 I...------t-- + t-; r -t ; ! i _;_ I ' + -t + ' 1 t --+ ~ I f ' t ; ; ; I l --L ----- 33S 737 5'19 /66 7§8 " ZtJ§5 ; ?§11 " 2403 /84 -l<55 --+----------r-- ~ --l-- 1------c-i-- -+-+ + ----~--i:•:::'':..:' ~:.::.'-1-IST~AT-=-'-1--l'.:.::'.:..:"'.:..:"'.:.::'_•.:..:•o.:..:J[:..:.CT_•_-o_--_+--" l(~IU=-'-1-' ["11::.•"-~l~=~.., \ 7 CALIF J "" I cou1n I ll'O•••••••-•ou.•.,..Hctl _,, .,...., ---l---~-~- 071 Ora I 73 I 2114.o 1..,1 IAfJ' ze 1?74 :Rht:P.-1:Sbla~ t • --+----- 614 /,!l.82 l I t : _± : : 1 _;_ -+-- -:-~: t ~ ; _;_ --<t-~ ~ "~ + _J_ _ _:__f~ J_ + ! + ---V------+----114--(rF--l"tJr .... ~±=--=-i 1- I f---• ---t- --+ + -- .30 -";i ~-s ~ ,..._, 20 /0 1 7== =::::;::::::: == =±r == ::::== =~r:=====:1==;=,_ =-=r_:--r--i=-.::::_~r:::--=-:::J __ ===:1----::-f ----:---r~-r=-=:--=--=---:+------=-~~-r-7 -~:---r---:-;_ -..... -:--: -----:--~----=---r-r:::--i~,---r--.-'. -r--ii-~~.-11-l;::::S=U.='P='E.=R=E=L=E=VA=T.=I 0.::i;W==D=lll=Gt;;;;;R.=>.4=M::i;,----:=i=-Ff--:-:::: ___ +==F=t=-=r----1 ~ ./ t"'. c.t: ,t 'f?h'r.: t 40 .JO 20 /0 ~ -l >----+- ~ -~ la. ~, ~' ~ .~ ~- ,_____... --~ t:::=_~ t:: >--- Cu Ere. ,__________ Ydt Emb. 51•. /!JO -,.-----+-- " --~ --~ lttllOJl:CT tNtUCUI I DAH I DUICIN fNQIN(UI I ---t---1--------:-::: Lr 3%; I l Lr 3¾ '---i-A"i !E.P t l /!JI /tJ.3 OAT( """"OVAL IIECOMMENO[D .., I OAT[ I I I I t /c?,:, : i ~ .,,._ )::: ... ; ~ ~"" "':,.. t V ll t I I /!J7 IM /&9 ! 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' t -f- ---'. /94 l,,/, ,7;; 196 193 PROFILE 40 .30 20 10 ·1 t 1 ,i .i X X _-;,,_ --:-_x"•: / ..,t1'J , :;;:-:_ --.-F-:::,;;.:;""-+---+----:-----r-----r--::--~ ~~~ -=..,_;---~ ff}(}' 41'1'4' /,f" f!f/(}' JtJo.fJ' ;:;:=-:::--L? !i}(J I • L T -//' .11' ll' loZ ?4' !/ ,If' M !(}tJ' lo' 4Z'J7" lJl.Jl' • 111.49' 4/f' 24' t?J' ll" /7141' -tltf4' j 4:P /!UT /J!J9' JM9' /9.,11' --X----J I X Traced Chechd Supervr..dby 1/J hWf X Pro1ec1 Engmee• Dote D1nign Engineer Appro¥ol Recommended By 0o1e R19hl 01 Woy Enginur Date HJ 4/7708 7-73 'c.To/77/;nso,.., 7-73 J?.F l3/oc.fer OEW!Jf-11/ Tf?ICJ.L tf' / I I ' I I / ?4' ., __ -li;pt iJ tf!tfiJ' ,f,eha/1 u,,!,crdc /'hme uaf Tf/f'IC4L !rJ/11/T,4 C,4#ft!V 5'ca/t : I", J' REDUCED PLAN USE SCALE BELOW 0 2 2. 7 4-.0 REGISTERED CIVIL ENGINEER ,o /73=4=~-- °'" .ee,o,ec L47"'P<L'r.L;L/_-1,P.:..;~,..__.,c,/__,9'-""Z.-"'4~ i . / I :1' /JETO//;f I> I I I ~ 3 INCHES ON ORIGINAL PLAN .i()N/TJ CJNf/()N OET0UK J t? X "'fl Z;;: 2 "' <( 0 ...J ..J ..J Q. a. w N ...J "' <D 2 cw <O ir w..J 0 u5 z 0 ::::> Cf) "' Cw w :c Wen u ;!, a:: ::::> "' oJ --x---- X X FORM HO 92 PF ,______ ~-=ro~-::-· ~--,. .J;J, ~---Ive-/ M:1,'lr,,,11r ,1,,1 Jil)tl &ani"4Jutn Su '9/4/ j.J,/h 1~/ ,, I ,1'1, 'V ((, Alae4rlAur I ; r Fl!/ slof'e /,ne --- IN RAOl{/S 0/LU TJ/NCEIIT LfNGT/f A ,dOO !f-.19-58 132,'103 -/65.{!/.l- b ·:1800 11-4'7-58 t,2. 903 165-217 C 1250 21-1.5-4 46.902 92.725 0 2~0 21-15-4 46.C/02 92.725 r: of slq_f:,_ [em_t _0:_. -- -----1---- -------":"-. ~ NLTA f,INCc/lT //·45·46 51 .506 5/JO 11-45·46 51. 506 /()2.650 /8·/6-25 .3/8.288 63/ ./72 500 11-45-46 5 I. 50b 102.650 500 //-45-46 ,5/,506 102 G50 PHASE L f'ltASE Jl ---.L. ---- / / TEMP. RAIL/NC rrrn I(} rrn O ?AY7. MA!fl(fKS TRArr/C f)eLINtATOl(S rrn O f'AY'f MAKl(f:,f.J" TRAHIC NL/NcATO!fS 171-87.78 Ph ?/7-t f!.t M7c ,lr/livr B!ltl. 199 t /J.N ,hmbora Road ZtJO LI: J'l n ?!7 f !L2! Nae k!n1Jr B!r,t. /99 t /:J.0.1 ✓amA7ra lfaa<i 41 EA r - D,ai County Po,tM,IH TotolP,ot<t 07 Oro 73 2.1 / 4 0 34 /✓2 _#,t/~-------~ l"ROJ~INEER. REGISTER.ED CIVIL ENGINEER NO/ 734_5 __ DATE APPROVED .. A/r/L 2?-_ az4'. J Exist Moc;/rlhur Bird\ nr vor //Or Tl'l'c © .?4 Z4 fl h1n9e pf I W1dM eusl soulhbound MocArlhor 8/rd 2 Provtd• fem;oro7 frof'6c s19nol J Jremov~ med10// rJ// r/1acArlhvr !Jira'. soulh of" Jom/;onze 4 Sfr, '11ocArl/2ur 13/vd /"or detour 5. Place ·nose I •" service PltASE ll I Cons/rue/ N IJ Reo/19//ed Moc4rlhur Z Sfn,012 /'or delour 3 Pl oce P/2 ose .7L 111 service 38 /3/vd SeeG~.P/011 8/vd c? athose I '----v'" PH AS E. .JI£ => I Cons/rucf S fJ Rcolrqnrzd Moc,4rf/2vr 8/rd Z Con,1!,fe _Join areas rJ 3. Con.sfrucl medroo (/. 4-Add fop lift or .4 [' secf1on 5 Place Reol19ned MocArl/Jur fJlrd m l'ul/ .serv;c,z. Nole / lit= 7rof/'rc de/1neofor.r. 2 a = Porloble fro/'f'1c eu9no/ .3 Sfrrp1n7 done by ofhers Mac,4RTHUR-JAM80l?EE DETOUR PL4N .4-29a +- Clt"9" o.,,I int"' ID,,t, Pl•n UIN!Tu<:lioo P~rtv li!ifht o(~ Pro{;,, Gro•• Oro;,,_ """'" . .," ....... OY . HJ. AMOS -t- r J-r--t- IJ -'l% -- -- 15 40 ---+-----__ L__ -+- 35 30 25 Cu E.xc. ~-- ---~~7=-== -,- I-----------""-,-- -- _;_ J --1-------1-------+ r _;___,,.,.~l'i~MW.0--0,i-nno.;- ; Ccvalv•Feec!er -,\-; i Yds Emb. ~---+------+------~-------] st. f----------- {) ~ ~-- t:::::= C--- L 45 40 C--- '- .35 L_ 30 c:::__L ~ '---- 2.5 ~L- Cu Etc. ~- Yd• fmb. - ft)? --~--i --1--------1--- I I t ~ 1 --l -~-- :- --~- I 1 t -I---- ""o..rcr [N1N1:1" I DAH I OUIGN E:NGINU" DATE Al"l',iov..._ RECOMMENDED n I DATE I /(}J ltJ4 ---- t I i j /Otl /(}/ :, I ! I i ~--__,___------'-I I I l I I CJSt/PERELEVATION DIAGRAM~ ~ -~' ---__ L -t--:---L __ I------+--+-- ---__ L.____ --+---I--- -+-:j: t t -+--I---+---+ r------r -+-::---+--7>1-7,--+-~--+- ~-ee> L-t_ + r t + ' : I ! l ~ t L Ef'j ! I t _+ ---+- -~ r + L ---t- ! + t -+ -. lt!f fl/,? t lt1i ; t i j + ! - -...1.: -f--~-----=L_ -+-L +- -_ _:_::t=_~ +--I- i.f.{JO'/C 7.,7 "- t f -:-t ~ ! ; i -,(), /()! ! I ! \..,_ OG. IH +----~= t -- l -+--t i i I L f(};l ---------t--+ • <. --+ f l ! . . I ---- +-t r ~OAlltTA: C.f'A( t t I ! I J____: //() L j__..6-:,: :,,.,.____ f- 1 t t : f f)~TO[tk!I~ --t---~- + +-+--+ . I 1 + ~ i -/II __ _J_ ___ -/12 ------------------ I I 3t/PERELEVATION : ' I ; j J:..OAJ/TJ t: YiV t -i.....-,i--:r ..... - \; Neii,_p,, ven ern -_/4 ac,; rtl. ur ~/vd i-'1.J'~'"c;.,, --v--· f/'IJ~•l,J l t ; I : l I ' /(J.f /()7 -+--•- ,rt:,, SlATE, FEDERAL .. OJlCT ;o --F:iil• r ii:f..n 1 :i:.."h ~1 7 CWF J """ I 7 Ora 73 I 2.1 14 o 1~5 l/.1.t' or. -!:---1-------+----l---+- --, //3 DIAGRAM t _)_ ----+-------;---+- r t t 1 1 ' I . .!M~j_ • I _;_ __: l t ~ ---I-- j //4 -;_ I 15 ✓tJ 35 30 _ 25 ]_ ___ ___, ____ - ------~-----< l/5 1-----t- L ------~ ro tJ "' c::O z en rri " rn C :,: "" en C "' 0 O(') z l> rri 0 f;;c :u -h "' z "'~ "'O I> r 5r .. r ::El> I> z z LOI 45 .J() PROFILE J ~ ~ "' ] ' ~ " ~ J (() ~ J ~ "' ' i ~ ., t ',;; !i, 1 J ~ '<j "c /\I\ \ I\• \ \ . ' • \ •. "' I "' .l, \ I \ ... /~~~-~ .. c_ . . ., I-----;----,----• 20 18 , --+--' i \ ' i --+----·--- -i----- 1 ~t~ Cv.r,-,}Qolo R=46''7' LJ=4.:J•3o'4r L • .34p..36" T· M//0' \ \ .. , ,\. f i I RI ,:,o· +-------r --- , I i I f---+--""'7'-r---t-----t--~c----~t------t-----i----+ i 16 ---- ~~ t 14 1-----''-'--t----------- 12 ' ( FORM HD 90 PF ,N ... 6'2 .3/' I cl' 24' I 114· 24' c3· _J rµ~ Oo"4C iype )5' I ! [ oo"4c Ty,oe '{J' I I , jlj 0 t7 17 ii il I/ 0 /I I 1\ ;,;~ 10 u 't ;z 0 ;z iJ u 01 ))~ w- TYPIC4L SECTION-t/NIVERSl[Y, DR IJETOt/R :;,:;:.._o-___ L_ _______ ....j_R.;;,-,£;;-P;;--t:::r---i-------o---~ ' Ol.4GR4M 0. 6' f _ l --r ~ t j I j 4% tPro j/g --i- \ I?/ ,:p Llf P L 20 ----::-=. / +,? +f 0 -/ -2 t ' -+- i +----,----,-- 01ST COUNTY ROUTE 07 Oro 73 POST TOTAL 27 DATE APPROVE,D -#LIL __ _ZP,._ "' z n m 0 z 0 :0 '" z ,. r .. / ( r ,. z I_ I -~ 1"-' ( _;_ +--- --+ -c:x,.sllng B1-t_ewoy c::O Cf> ITI rn C (/)c (") ("') l> ITI J;;c "' ~ '"O 5r :E )> z ,,. -----[ -- 20 -- j 14_ UNIVERSITY ORI//£ DETOUR -L ...... 21 22 i.,,tc:i.,I hllll ~ Pl.,, CM,oln,c""' ,,,.,,,,.rtv l!ifht -~ Fre/'ilo G,...,.• o,.,,_ CMUIN --., ,-/J4mos + j( 26 15 10 + 0 :--f----+---~ _+~--f-----+--+ --~ +-I-----1------1 +-~ ----i P,topo~f'Q' J~-"----,~ M'{f'LJ I ?r?o'e, ~ he El 4- --'---~ .___L_ _ _J___!L ------------Cu Ext Ydsfmbl------+----l------+----l------+-----1-------+----l------+----I-------+ ------+---- St. 9 10 If 12 1.3 _____ - f 1£/-~-1i L ,;r,4 8f{)!J lo .5h 1-<t?M?' ~ Yfi ,g;;~ 1° 31:, 4,N,tf,!J 16 t P~OC,) -t 3, t)?J,) 76'- --+----+--r--:-:::::t::===t=:t=T=t~- '-'---+---i------i---~ --~ ----+ ---+-- 30 ~ -+ 26 -,---+-,---~ ~ ~ii~.:::: '7---f-- 20 16 ---+------:;;,'~- ---1-----------+-- /0 0 Cw h, "''' f,nb. ,t. 24 .26 27 30--32 26 2t!J 31 1'1110.IICT ,,.. ...... I OAITf I 01111111 fNOINfflt OAT[ ________ 1-H_J_A_= __ s _ _Jl'--"-I.R£_7---'o.'_~_✓-_m_sa_,,,_,__~l?_F_.8_Y<_<::>_c_'l:_"_r ____ J I 17 .3.3 \ \ - --I------I -+ ---+-- ~~-1----- ;; :+ 7 JCAI.IF 0,1, I eo..-n l I _,.,u,-,.,.w........,.nl ""'l.f' IJ'""\. 1 IO,ro I 7.3 I '2. 7 / 4 o I~, I/JI 17.346 DATC. APPl?OVE.O A,acil /974 t -F--- u~~- t 26 20 /6 /0 (J -t -'--r•~~-f==E--~~~±=E-~-L-_====E=t===E=:1~==1:::::=t==t:=::t==±==t===±::==t==±:::::3 /,3 20 21 22 2.3 j .30 --1---1-26 1--1- 20 lo I -~-- /0 REDUCED PLAN USE SCALE BELOW 0 O 2 3 I-I I I I -I ~ 3 INCHES ON ORIGINAL PLAN ---J 315 t) .35 .37 I I I PROFILE 07E'o8 -036/.?/ II/N/73 JI,# X X --x-----1 --- 0 . V&o--, --:----==-~ ~ --~= =-~ 0 0 7 0· O G ... 7ype CL-6 rence X Troced EST/MATEO EARTHWORK AT 8/J'O/'I AJIE. Checked Locoflon ExcqvqfitJn Em/Jg17}me11i HJAMO,S RAMP 8-2 33,361 C.Y. 4,444 C. y RAMP 8-3 238,233 C.Y. 383 C. Y. X RAMP B-3L /70,40/ C.Y. BISON AVE. 88, 0/2 CY. RrE. 7J Sitt. ?JNN!?td I 34,700 C. Y. 1,900 CY. D01e Approval Recommended By Dote R,ght Of Woy Eng•neer :)<:Jte Hv' .4mos 5-,~3 '£hm/mson :5·73 RF.8/oc,fer FEDERAL PROJECT NO 7 CALIF 07 Ora 73 2.1 >.- REGISTERED CIVIL ENGINEER /734.5 '"' '""·" ~4,..,..,_ar.~1'--''l _ ___.,.Z~<;;.___,._i~9~Z.='4~ ) ~ + 12Jz ~ <5'>',,,;:? ----------'i-124-f. '--.. ',, < ', '--~~ ',, " ' ', --' ,,--...;: ' . ' ' ~~ ',, '-...~ ''\ :---... ' ' ' REDUCED PLAN USE SCALE BELOW 0 I 2 3 t: r--+, --1,--, -+1--+,~'+i....: 3 INCHES ON ORIGINAL PLAN ~ ·::--->, ' ' G-/ IA PO•OIWH IJA ....... '""·"···- X X 0 ~-x-----1 X Dl•tGN Dl~T i•lflA~ Olfl Traced Supen1ied by HJAM()S X Dale Dote Appr0v0I Recommended By HJ,4n;,os 5 - 7 .3 'clomlll?SOn :5'-7.3 RF 8/oc.f~r s as0 ?0'59''E Oat• R,9hl 01 Woy En91neer Date I I , I / / j, /1 ! I, r I I ' Atolc/2 \ '\ -\- Lin" FEDERAL PROJECT NO 7 CALIF 6'-3 07 Oro REGISTERED CIVIL ENGINEER ,o 17345 04TE 4PPROIIED Ajlol £-? 1974 ( \ \ ) "' I \ '" --,, ·,,'\ .. , '· ' 't "~t\~ < ' -... \,._ ',-..._ \,' ,_ ,, ''·'· ,-~--,;;...:.~----·· C'.) ' -Q), \. -~ -:· "':. _,' ..,.,,.4 -::.-- 0 ==~ 0 0 0 ~ ~ : \ \ X X ~X--I \ X \ \ Designed Traced Chec~ed Superv11edby H../.,4,W(JS Dote ( I M7kh -~ l I ',/ I ~ II, • -,1 /\ / /\ H 1/;.; ,( << , 'k/ \ ~m // / II/IP! }///// < 1///fg // 1/IM,,,< W/f . V.V/!/ 1/// 1/// /1 1/// I l!P;; 1//// I t111; _, l ;;; ', )/// .... ' I.fl! 111 :-t~ ' '. /i ! i 'I . I i I % ;7 ' ' I I i -:_· .. • ·-;:-: ~::~-_- Approval R•commend•d By Dot• R,gh1 01 Wo~ Eng,neer Dote ,' ' : \\' f) • ;; I ~;-',' \ _: i? •~I'. •, 1 :.z_, '. I: 1,,' ./ / / 'I \ \ \ 'I ·I . :I I :1 I ': :\ '. I ·, I . I ! l I I I I : I : 11 'I 1.1 i I ·1 O! lo ':I st; 1~ 1 I l : I '· . J· I· I. 'I I I I I ! I I I. t I I \ t ~.\. I " C ., "" . I~ _I/ .... I I ' I \ I' I( \ \ ,f ( I I \ \ REDUCED PLAN USE SCALE BELOW I 1 ~ I :J ~ INCH~S ON ORIGINAL PLAN .--_/J QATE APPRO>EC --it 80 FEDERA.L PROJECT NO, ,;;; "'LII-JOTAL ••one, 'l 1 4.0 C-.3 l'o~" WH IIA ....... "'""'"°""··· I X X r<) ~~ -a ...J ...J Q.~ N ow w...J u ;j :::, (J) - Ow L1JCfl a:: ::, 0 ~x---1 X Traced Checked Supervised by h' J. AM.OS X I I / / / / Pro1ee1Engmee• HJAmos ,I' Line R,ghl Of Woy Eng,neer Dole ,,,.J I I / I I ,· , I ' 11 ,, I I ,1 ,, I J'' REGl~TEREO CIVIL ENGINEER NO /7J45 2/; lf'Z4 --~ G'-.3 ,011•WH IIA ..... ,, ............ ... ,/ X X -x---1 X X / ' -·/-• FORM HO 92 Pf I I I I I I 07 Clra 73 '2. 1 /4.D _£_ rt._ /;l_:__~~-- PROJ~~E~......_ REGISTHED CIVIL fNOtNHI NO /7346 ---- I 77~ et ,":;l,,,,f c.c>/JIL>ur 1//?6 a4nf -3/ac 17rfAur f3lvd clo ao-lref/ecrmq/c;r;a/ alrec~.removec/. me qo,1;raxim<1/4! c/e,,o_lh ,!)t Yemov,d 17 re;m,,xm/ed 6y ''rormere>.. o/-11t7ncl 'o,lr, "?ro/,-/e 11//76'6 or) fh/,-/e she,e.,iy 4-2 cmd A-X.C.. ) Nor"e Th/s P/o/'7 Accvrt:?T'e r&r G/'?:7o1n9 On/S( Con.r'ovr ZnTervo/ Epvo/.s Z" Le,,eno' --/0' Inrervo/ --2" .Z-nrervo/ X X --X-----1 X Designed Traced Checked SvperviMd by HJ.AMOS X ""'"'.,...M""l'"l't'lrT'l'ff-r"l"':-""\"'""'r'~~~\°'\c:~"\-----7'7-:::' \ :~)1 ::i. ,\. : ' •j i \ -4-.. --,, -l. ·:\ ' ,,t') -... ' '\ \. Match Shue/ ~ ~~. ,1 '· t , . -·~-' Line I, I , , ' I I cb I -, I I \ ) -: I_ l BL'ID. FEDERAL PROJECT NO REGISTEREO CIVIL ENGINEER HO /7J~4,~~~- Ndlu : Grad1n9 contours on porrtons of .€amp U-1 ¥' U·.3 art! superimposed on each ofher dve -to -the consfruc-tion of SW' Connecf/on over comp!e-ted porfions of l/-/1(1-J. T/11~ f'ldn ,lcc11ralt lbr !Ymo'/nfl i?nlv- C&n-/dur ln-ltrr12/ c,rwl Z'. Ii?' lnltrr,r/ i?' /nltrntl TlJe =:~1m16Y?fo«r /,a~<. oloY19 /!14c/ fhur.8hd oBrJo.,. ref'lecf' .m,n~r,-,,/ 1/mdi)' r~moved. 7hea,pr,:1X/;,,a-le, de;rfl-, of /,,/ If I/ ~val 15 repre.s;e"7led 7 ,Fc,,,.~r <?.~ cHJd O.,f pm/,le /111e,: """ f:.o/de Shee:h A-2-0r1d A-I~ <:ii ~ ---.I ro "' c::O z (/) rn 0 fTI 0 :,: m -C 0 ~C') z· )> rn 0 f;;c, ,, t '" z "'~-0 ' )> l .-51 ,, .-:E ~ )> z L(>I "o«•WH,ISA u, .. ,.,,. .. •-••••o X X ~x----• X TtocN ,.,....._.., 1-1.J AM/JS X \ .. \ "c; : ,) --,_; . '·-·-t-_,,>:, ♦ -' \ ♦ _.19 t.4?_?1 t.c.1 , .Lin~ ...:...i:= ,\:I{; =-=-=-=-=-======~---=~~~FEDE~R~ACPRDJEC~T~NO ~~~-,,l·,~~"";'1-· ,.,,,; "' r, I I i ( r/ I I I DATE APPROVEG 'fi:?:a REGISTERED CIVIL ENGINEE■ NO l7J4S C :tJ CJ) ,,, mo cnC no ~,,, mo -:?' l11ftrn7/ = = rofwe 6rac/tl7.9, AM lbrl N $s O,nslrv~ • G-1 X X -x:---I X Designed Traced Checked X Approval Recommended By '"'"''""'""' -7.3 ,R,F/.3/ocJ-or 5·731 HJAmos __ -f'ufure uradtoy,t'lolPorftJ/"77,/s - - -LO;?Srruc//o/7 REDUCED PLAN USE SCALE BELOW t::' I I ~ ,::f 3 INCHES ON ORIGINAL PLAN X X Komp U-6 --X--- \ X Traced Checked Super·rised by HJ. 4MtJ8 X If ( I , Pro1ec1fngme11• Oeugn Eng,neer Dot-2 Appro¥ol Recommended Ry Dote R,ght 01 Woy E:n9,re11r Dolt Elomlmson 5-73 RFB/oc>.fer -7. I ~c-; "; ~ . -~~ --r ~ --r--! ---.--:-, .-·-----f --',· ~-;--~ _' ,, , ~'\:, ' ----:--.~ .. I, ,,.- , " 8heel 6'-/(J REDUCED PLAN USE SCALE BELOW 0 2 3 r, , 1 , -i ~ 3 INCHES ON ORIGINAL PLAN ---1 REGISTERED CIVIL ENGINEER NO l7J=4,=~'--- Z-<: /97.¢ !Volt . Tl114 ,°/on J/C(tmdt hr &r,:,dtn9 t1nl$(- C,ml,;,ur /11-lerr,2/ qu12/ ?'. b9u;tl: liJ' lnltrrt2I ?' lnltrr,fl Fulurt' Grad,r1y,;¥ol Por/ tJ/' Tnis Co175/rucl,o G-9 X X - X \ \ \ X X ;, /: I, f\_ J !/ '/ I I I I 'I ,/ ·/ I I :• I I; =-L: '/: I, c-9 / / I { I REG15TERED CIVIL EN NO /7J46NEER z::; REDUCED PLAN USE SCALE BELOW ' i , 2 3 INCHES ON ORIGINAIL PLA~ ' ~, ... , :3 ·._ -~-~ ~:' ', X Z;i: z <( .J <( 0 .. ...I _J (\J .J <( a. ll:l z ili c~ ir 0 w ct z Uu 0 => (/) 13 Cw 0 X w(/) ;!; a:::=> ., 0 -~x---- X Supervised by HJAMOS X Lino ------- Dole Approval Recommended 8y R,ghl Of Woy Eng,neer Dale 5·73 RF. l.3/ock11r 5·.7.. .Sheer ------ Line SIieo/ 4-_:._l-~ -· ,, ·,,. ''½(_ / _ _,,..-~,.•.,." .,,.J'"'""' __ ........... BR/..510l ..... --:. ---7-; s1Ri"it 7J ', ,',/ ,; .' if I I' I ; i i \ FEDERAL PROJECT NO 73 {hrux2 ---:. -~-·_:_:::·-·. -·.-_,::-::---- -~ .... ---' ------· -:------- --· -: ,, •• I • _k'.t:d ,_,,-•• '.:-~~:;,?~ ?(~~~-: t:>, .,. ,;•E {,.,_., ----..... lt1' lnltrr,r/ b9mtl. __ Z' lnltrn;/ /"7n,'s a! ,11,f Po,,.-fo ----lvlvreGro '":l·Corr.slr11chon 3 -:: = X X --X------1 X De11gned Troced Ch1cked Supervised by HJAMOS X ( HJ,4117os D01e Approvol Recommended By Dote R,ghl Of Woy Eng,neer Dote 6·73 RFBloC'ker REDUCED PLAN USE SCALE BELOW 0 I 2 3 t: I I . I I I -I 3 INCHES ON ORIGINAL PLAN ---J MAC AflTJIUR ·---_---- ~ ---. -. . . / i :~:~~T .. ----------------------------------------------~----------------~--r,--,-..,,,,,.,,...,....1 -l RrJ' ~o STATE FEDERAL PROJECT NO 7 CALIF 7 ORA 73 REGISTERED CIVIL ENGINEER NO /7J4,5 "" ,eeoo, rn ---""4~//:.c..0<...L/.,_/_~P,.._,.~+--'-/_.9:...Z.c.:'4:,::.._ I J I ~ , ----~-~~ BLJ/0. \ M>IL : Tlv, ?hn ,!ccar,d1 Mr ordtll/7~ @If. unit/pr mltrYdl Cft/dl ?1 /.4' 1171tr;--,:;/ Z' laltrml ----,, ,J ' J r<lfl z 3: z .. <( 0 ...J .. ...I ...J ...J o_w N .. al z .; ow ii: w...1 0 u5 z 0 :::, (/) -i!l Ow-:,: u IJj(I) ;!: a:: ::, "' OJ X I --x-----1 \ X Traced Checked X Pro1ec1Eng1n••• HJAmo:1 / I I ,', .. -, ,ti\ \- I 'x. ( / /.' ~ c'. + ;, '-I ( C> ~ '(t ~ 's (,j Approval Recomml'f!ded &y Dote Righi Of Wor Engineer Dote 6"73 S!rvct No DR,IJ/NAGE Loco/1on 0./7 ',4 C tJvf?rs1de lJr,vn NO'SCAL~ S'ecl1on .4-A 017'4C Owrs1t/e IJro/n NO SCALE ITEMS Slrvc/ Crole Hor II IE £/er lype Type Out IA /58f¢1-5/ ,Cwy /8/ oJ/'f LT 6'0"RCPF/ored -e/Jd Secf;on 6't' 45 2,4 Loco/1on From -To IA -//3 2A-2/3 3440 DR4/N.4Ct:. PIPE 36" RCP CL m 69' .al58 3400 : J6"Flored-end • section CvrYe /JQ/o LJ = 27' 37'41" R=400' L =/92cfcJ' T·9cf 35' REGIHEREO CIVIL ENCIHEfR NO /7J4,5 "" m,o,eo ,j,oo'I R~ 1974 Tliis f'/Qn Accurtdt far 0r((l(ld!/' dlllv / / \ \ \ ' \ \ ' D-/ )( r<l Z;;i:: ct 0 ...J ..J a. w"' <D Ow 11,1..J u~ :::, (J) Ow 11JrJ> a:=> 0 )( --X-----t X Des,gned Traced Checked Superv1Md by HJAM(!S X Maleh l5R21/li/.4C~ PIPE Size Tyµ 6'6" RCP C'L lll 258 t5<7· RCP CL lll /72 .3()" -f>CP CL, .ll/ 2(7 ./Oa? 3(7.46 2c--20! 30" RCP CL Ill 4t1' .0050 3175 4.,i~4J3\ /cJ" l?CP CLZll cJ' .Nt1t1 4HJ 43f8 4f3·4C IIJ" RCP CL lll !I' J,!,IZ "'17f~ 5A-5B 1:4· l?CP CLJll, -II' 7f!J _4130 5/J~sc 24· CLlll If,!' Nt11 5C-60 CLUI ,ff' .NII '7-H II' tfCf' CLlll'o 111 .71t1t1 J,l.ft1 II' ;f'CI' CL lffl :?,!' .#(It! 4/fl I!' lf'Ct' CL)'lf' //)' /J/1/J 4190 II' lrCf' ILlll J/J' ??77 •?U-.i-2 8' II' lf'C/'/ CL Jll Z' \ 3D·/C .3fl-3l 24" RCP CL ill' 22' 204t/ 25 00 "RCP cL m g· •8725 ,?7 /c , I I' I , / ) I J, ' ( 1 Man~~4/ ,f1!j/, ) :~j I 11 I l } I I I I I 1 i / / / I I I I I I ',.,-- ,,,_ I \ I . ' .• I \ (, ' ) 1~~ i \ ,\" I I / I Lino '' I / [)l<,#tNAqt: ITEMS "~/:~'Cf I Lo59lior{:/ / Strucf C.rale HorV 11: Elev '" Q,' Type Type Ouf l : fB/ 47'25 j1'0"RCP Manhole "'4 -.3440 IC I 44•6't/ 6d'RCf' Manhole "'2 -23 cJO \ \ \ ic 'fR:_25 .8M1\ef Cyn. Rd 98' RI 30 "Floreo'-enc -3200 ' Secl1on -~ /6'4"~~i//4rlnurDel50ZI ' ·, GCP 36R 3.37' 406'3 4'zj::;__ 5Z"5(! ~'1$.luf'f' Rd 32'1<1 CB"! -4.27 4050 4C 4{•93 ()0,.11;!0..Cr. C't'/lnrl Jvncl SI.rue/ No I - ' ~ loh-d"5i!lfr/;frlli1.1r<.K!p11. 6'5.1 !f'i .?4" l"/drtd-illcl 5u1it1n -44tJ(J 6/\._ 1(7; 7f' ,¾t~ Arl//u,-A'f?n, 4:? ;f'( CtJ'J' -651 J''l.oj ',._ )f', :?I' 5C /~r35/MocAr/hurL31 44f Lt J(.;nc/ ,S/rucl C - 50 46~./L3o/'/!lo Cr Cu/rer/ Jund SI.rue-I No I - \ 51 l6'6f~'A(,acArfhur Bl 42'Lt CfJ".3 -339 4150 ff• 2/' " ,f'J \ //8 d'1\f/Jc,{rll;ur tf',pa 1 ✓Z'..f'I cg11 ! -4.96 416'6' ...... • " If/•,?/' 5;?,,1 '/6_!5'(?0 Ma,;:Arlhur fJMI 1'RI CL3"'7 2No2-L1615 4/.(JO "" C D227 ~ ~/:75 ,!1',5•dJ Uac4rt/9ur 'Bl;d---J7'1?/ Cfl"'7 2No2· 4(}3 4083 ' , D227 I t·?C:-• 4P04 Bomfa Cr ('v/yer/ June/ Sln,d No. I -·, -, f 'j'.,?IJ /,15,93 MocArl/JvrLJ/~I. 7rR Cf5'"7 /?NoZ-4 72 40.92 D227 /,: ,-47"44 55 60'/?CP I~ 6'3:/fl,-Trans 8/ruc/ 3840 \ ff; 48•32 .8Jn.,Cr Cirri l2'LI Jt.11'/d 8/ivd No I - \ ' -, -.. ..__ \ --....__ ' ---'\ -. ..._ ' 3~, 167,,.6'5 F/1'.Y lJ j'j'!J["/f.Srvb CO·,lf.4_ Two cl oo-~_J'.:50 24-12 3/i. tl°/:r,!.-5-£...~!.!:,ff' /Jr J?'tr <-W:,Jo--. 403 .y..10 .. - 3I Jf50± .5yslem,j_ J1.1ncfionSlrudW1i'...--N0·4.t c'F l53+7ZMocArl/JurCunn 57'Rr Over.side 0_.r.;;_",l'I :lj/,Oll!,~:: _, --.1··-- [)-/ • lj l--:,-,o,-,"-:,,-.,-,.-,,-!""'."Do-.,-r--:-o,-.,.-,~'".-'"-tt-, """"l'"":o:"'.o,--, -:--:-A--,,.--0,-:0,-::,,::,0::mm::,:::,d:::,.-::,,'."""ii"o;:::ot::-,"i"':R::'.:,,-:::M-;;O:;-, '::wo::',7E::::,,::::,,,::.,:-r-;o::::o,::,r----------------T---------------:----------7'------------------------7r--------------~on=--z~---:~ ~: H PROl'"l £ ftJ 40 ' ?~ ltJ ,-~-.,,.. -_r 9--li ! :-'Q:~~ If ~~ ,..., ~ .... "".~ "' ~ ~ ,._,-... . \ .... .. ~~J ,~ ? ~ ~~ "'~ ' i t-t r : ! l : i ' :q ' A? l ' : ! r i ' ' t l, ft "< ~ ~ " ~ ~ i I I i ~ 4f ' '<) . ----r t I -t· --~ t : ---- ..:ft' ' ~ ~~ ~ ~ 1 11:j ff j~ -1. r,[ 'J JS"!'C uD CJI5 1 ' -;-~ ~jl : Jt' I : ~ ' !I r ~ f ~ Z'f a ~ -~ ,.~ 0-j-'n -------' C': ----------------------------------------·----------- !Exe ·~ YdslEmb • :i:: -+--------------------- ' l \1:11 ~ ~ " " '\, J ~ 's!- 4~ \~1i~~ ------------- _/L_~!Zn~ PROJf ENGINEER REGISTERED CIVIL ENGINEER RO /7J4~ DA'[ APPROVED -4=pr,'----'z_,_/ __ .?.ou:?..,~~L~9~Z.~'4~- 0 L REDUCED PLAN USE SCALE BELOW I 2 3 I I I I I ::t 3 INCHES ON ORIGINAL PLAN -------t----+----t -j l I 1 ---- so I 40 50 ' .,, Sco/e. ]H,;,. /.;;/l ;-.-<!s (M,'.r.l_c= 2 ~ ~ '\j -------30 ~ --! ~ l---~ ,?5 --- - - -------------------------- ------------ - -------- - --. ----------1 .•~ tilt SIJ --"'"--------------------------------------------------------------------------------------------- fQR1,,1 HD 91 Pf l )/ D-.3 40 (Jr) CYH', .36 .20 i - FORlril HD 91 PF · 07 Ora I 73 I 2..1 4. o I !53 10,e PROJl9 ENGINEER REGISTERED CIVIL ENGINEER NO /7J4,5 ---------------·-----·------------------------------------------------···--·-·---------------------i D-4 .. Dl2AINAG£ )( Locol,on ro f1 I ~3: z I " ..J ...I g Q. ..J Q.WN " ID z G 0~ ii: 0 w <( ,z Ou 0 => (I) -<I) UJ Ow :,: u uju, ~ a::::, "' OJ D2AINAGE )( --x-----, )( .. -~ ... ~~-....... ~ Traced Checked ' ~-., \ ' :.:., ' ' ) Superv11edby HJA,i,tCJS )( HJ,4mos /TeMS i . A ~'.fff '(16" I II , :L· ~70✓ I \ : • T• 'SU✓ Ii I \ . ', • ~ \. ¢· J 1 \J ~ f' • • ,~ I:::, I 1 lil j ">-: ::;;u:::,; I\ • '/ • 1 \ . I~ II 1 j I j . I I Molc-/J .-·, I ' I i,r.1-,'J -~ ~ ,1 t ~ ] ~ Approval Recommended By Dot• R ghl Of Woy E,g,nter Dole ·73 l<F ,8/och1r ·731 Lme I I I. I 'y I , 0-7 Mo/ch Line .: Ru• ~o STATE FEDERAL PROJECT HO flSCAL \'£AR 7 CALIF 07 Oro 73 ' . \ . : DRAINAGE. ITEMS I I Sln.1cl Loco/Jon Slrvct Grate Hor// ht Dev No 7ype Type Ovf 64 /cJo,15t M:4rfhur Rlgn 1/0'Rf 36"Flored-e,:r; Sec/ion -4900 613 ltJO '00 M:4dhvr Rlgn 42 'RI CIY'I -743 4750 6C 179,-75 M:.4rlhvr Rlgn 42'Rf Cl3"'1 -4.94 50.00 6D 180"25 M:4rlhvr Rtqn 42'Rf CB"! -494 5000 f-----· Two 6G ft3O-r te :t .9! 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'' i ! ., ': l,._, Line I 1J I I I ----- ~- ----- 0-1.3 __,.,,- REDUCED PLAN USE SCALE BELOW 0 2 t=: 1 I I I 3 INCHES ON ORIGINAL PLAN 3 ::J ~rit~ STATE __ F~-=-R~~~-"_cT_N_o_._-,f_l~_i~~irr 7 CALIF Dl?AINAtlE /T£MS Slracl Locol,on Slr//CI No 7}; G'role Hor J/ II: EleY 1J;, e Ot/l 24H /0/•00 t/rJIY Dr No 54'Lf Cf3"'f 6Z4' 1'175 24L 101,75 1/mY Dr No 54'Lf C8#3 Jf/r/0' 559' 2200 25B 9'6 •50 Lint// Dr No 54'L.f CB"'! 584' /050 25C 96 •50 Lin,// Dr No 48'Rf Cf3"'1 5/5' //.40 250 96•75 t.lmv Dr No 48'Rf CB"t 4'10' /150 25E 97•0C t/mY Dr No 54'Lr Cf3"1 492' 1150 26F '?6•75 t/mYDrNo 54'!1-C.fJ#/ 531' //.00 256' 96•.?5 UnwDrNo 48'R/ CB'/ 4.85' //.50 Noe-z7,r 94• 75 t./a1i1 L' • No /0' Lr -g#7 D227 465' /4.30 Locol;on From-To Size Df<.4INAG£ PIPE. Type L Iii Slope Disch 9 /'I /'I Eler 24H-24M 24-/?CP CL ll1 ?//' 002'9'0' l.36/ 24L-Z4H 258-25C 26C-Z5/I 2'4" /?CP CL £l1 /PG' Otlt:¥55 '1.03 250-ZSC /er l?CP CL Ill ZZ' Otl/136 IIZ5 26E-Z5F /8'1 RCP CL Ill ZZ' Ot?//36 //.?5 25!'-?58 1,5'" RCP CL JU ??1 001/36' 1075 25G-Z5C fcJ" l?CP CL Ell ZZ' 00/136 // Z5 Remarks Falare cons/ruc/,on, no/ porl ol' lh,s Conlracl 7?11s ?Ion lfccurolt fir Oramaqt !Jnlf. 0-12 ~------------- fr/ -1 .1 X X --X----------1 X De1,gned Traced Checked Superv1Md by HJAA-fOS X Dole HJ.4mos _Te0 ,o Cons/' J 1'-½ Ton Rod ?o/'i' Profech~ ,-. lrfelholl' ;r; Placemen/ i \-'.OWo J l}ac",?-;l'l!J 'j • , ,We/hod W ff,,c,,,menl I I-, . I .5ECTION ·o-O 'J No/ lz, :5cale 0111,gnEngmeer Dote AoPfovol R ■commended By I ,·/ ' i ' I ,/ l, Levee .10' 5£CTION l-L ,5'/Jeel J} '.fz $11 wocrded ,f,c/' ?hf" l'm/ecltM l,!e/!,oll' 'A' /',hcemem' I O' -,Yo J bfcho_p ,We/1,oc/ 'lf' ?lacemml ), / J J '-ff !cJ.? Rod 57"/'e l}-olec/100 } 1, Mel!,oll' '.A· f'/,;cemeQ/ / V I tJ' ,Yo J &chll;7 / Me/hod 1/3'/;;remml 5ECTION M-11 ;Vo/ lo 5ca/e DRAINAGE ITEMS Locol10n Slrucl Gro/e H // ll: Eler Type Type or Ou/ S. D Creei, 01/llel Slrvcll/re 750 Z4I I03fCO{lmlA!.'rsdf10rAb 6'Lt 24J I02f75 t//vvers11y LbVo 6'Lf Locol!on From-To ltJF-/6'/ /7,4-/tf[J /cJA-f&C /cJI.J -/cJC fr!C-/cJD /<'JD -/6'F fcJt:-/cJJ MF-/cJt: /8G-ftJO IIJH-/tJI 96" ft}" 30" 18" ,3(5" 36" /c'J" lcJ;" 24· lcJ" 0-12 J--,___,.,,___ J J'-Jlz lon Cao,:71'!/ed Rod 5/o,M ,Pn:1kcl1011 Mel/xJd ',,1' f/accmml Io'-,#, l l.3,;ch!7f' ,,jfe/1,od '!.l' f'lc1cemeol 5£CT/0N N-N M,/ -/-o x-&le PIPE Type Slope Disch Lgl// l'l/1'1 Elev CL lll 806'0005 820 RCP CL lll :540' 0006 RCP CLJll 40' 02.37 RCP CUil c}{l 004 RCP CLll[ c}/ 0/25 RCP CL Ill /2' RCP CL Ill 200' RCP CLlll 4' 0-43 RCP CL Ill 10' 0047 RCP CL/fl 3c!' RCP CL llf d8· I I I \@§J 3'0PfoA 18 \ (l<'JF) CvrJ/e Dalo 4 ·03°27'5 (lcJE) R•P74' L •5cJ cJP' T·2R4o" 9'05'59"W \ Hf'CC -1 CurJ/e DQ/Q Ll • 22'03'46'" (/r5A J R = 90 ' \ \ \ L = 346'6" \T=/755' \ \ \ \ \ \ . ·- 7 CALIF 07 Oro PROJE~C:.tNE.ER <If J,SIEl?EC' CIVIL ENGINEER l7J46 A,on'I 22, 1,9 74 J:-=-,,....,,. ~ CJID Moahole A • 6/' 4'4c" fJ.· 36" "4 E•/3'/" L• 14'0' B,· ia· C,· 14·0· C • r5'o• D,•'16" Lt 102" elev R, • /43/' Elev R, = ;q55' EkzvS, •/42/' Ele:vS, ·1616' CiffD t./UNCTION S[R C' A· 4.5'!'46" f:•3'6" L3·Z4" L•5'0" C· 5'0" Elev/f'•/576' L/· 36" Dev5•157:5' !J,• .36" ~ JUNCTION ST/f lJ' A • 90' F • l'.5j' 8•18" G•/'3" C • 3'-/Cf', L • 2'3" /J • 36" Elev~• /5.70' E ' /~I/" el.zv S • l§,01' t Jvncl1an 8l.rt1clvre '8 •~i ~ r .4 -.PO' F-l'-.3" •• fJ ·/cl. G • l'-o·· C • 2co• L •2·-s- D =3tJ-£/11,-,R•/779 E•/'-/,fi" ElerS•/6'.36 , j ,· , I .~ '! I ti \.j \ \ 1 D-1.3 , >!. .1--:i. ...... ~ I ~ ~ ,o,.wWH ll>A ... .., ...... ,00,,.t•o I X X --x-----1 X Designed 1-----j--f--- Traced Ctiecked Superv,~ed by HJAMOS X ~ENGINEli...R 9 ,_ .. /7J46'~' ( I< ,4t2et I 22, 12 Z"/ ------ ---_---;~--:~:-~~i ~~ .,.,, ;:_,-;r,,,n J 3 _:. ---~-----,,_ .. ~ er-•~" ., =f::f= Fvlvre conslrvc/1on, not porl or' I/vs Con/roe/ DRAINAGE ITEMS f-- !(0/<.fSf/-rv[[T Slrvcl Slrvcl G'role £: £/ep BR Is roL -"".. -. -t==N,=o=c;c====L=o=c=ol=1o=n=====!=Ti~y,o===,e=:=T,=y;=;o=e==;=H=o=r=J/~=°'="'=,j==I ,\' --30A 2CJ.9•3.5Rom,,ot1/·6 /4'LI G-,5 l<J-P 3d'.Jl 43 . .30' 3013 3 7.9 42 . .PCJ' -------+---+----+----+-----11 .30C 210•3PSl3.Fr/9eRd 20'LI CB"'I 402 4270' ~ ------------~ --+---+----+--~I----- .30D 317 4240' t----+------------ - ---- .30c 185,,. 79Jomboree Rd 4~1_ _e~~1_n~'9_J_C_1,__---+------. ?lI 8+1__!_5ysl~n7_ _ _!'7 !MHNo.Z 36R //./3 ~ I DR~N,4/;E P~E ~ l=====;====;====;===;======,==;=======IN' Locol1on 7i L ,,,. S/o_,oe Disch ~ From-To S/U? ype 9,,, /'///'/ £/er. Ren1orJ:s '"1 30A-30/3 /c}' RCP 1cuu.r,. c!O' 000366 4300 -t---t----------1 .30,B-JOC /cl" RCP CL Ill le!' 00042' 42.t:!O' f-----+--------.... 30C-JOD le}" RCP CL Ill 6'2' 000..3f5 42..50' .30D-30c /cJ" RCP U!l.f/. 62' 1 o003?J'-+4._'2_20-+· _______ __ 27A-27H 78" RCP cL.zzrl104tr\ s .. e cJ33' 1-------+ -l (,,,,,.,,1., ---t---------- ,.ouoW>l.:ZlA H• "' ... ,.,w,,.100 ~ .ff ~ 4P Zf p,,: {2ml: ,.,,, ~,t/..JtJ ;:i;r ✓.r>.' CS£, ~ (271 f ' -~j J &aA: Hor. r-120 Pir. r•.b5• ---------I-"--------1----'- .ff ~ >-·-·---~...._.;.+------11------l------+---+----+---.l------1-- '-l /{) *~-:a? *S=.Ot - /5 I ~- I ~ .~ -~ .J.f ~ '1 ~. / \) ... - '\..; JP ... ~, ?f ::--.'if"--tj--------j---+-----+---+----+---1----+----r--- r-------1------+--- ,v I------+----+---+ ---.-+---.J..----+----1------1----+----l--- - ---------l------l------+---+----+---+------1-----1-----l-------l ·- 60 (30,4,) IT 4tf4IO 1-- Id.,- ~ ·- 40 -t:t:7g ~ ~ ~,J. ) '.7/4 ~ "' ,,,,,..,, "~ -------! --11' I~ 1 1-r..- . • t --I --~~ --. - . -t---------t---~ -T i °' r-~1==+======~======~======''.:::======'======~======~======~======~======'.======='.======='======~======~======~======'.===~==='.=======''.:::=====~======~======~======~======'.======='======~======~======~======~======================================j ~j~:.F:E"'-+---------------------------------------=--=--=--=--=---=---=---=---=---=---=---=---=---=---=---=---=--=---=---=--=--=---=---=--=---=--=--=--=---=--=---=---=--=---=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--j J"' 'IEmb _ "-Sia 1 I ? Z(} 1. ,bRM HD 91 Pf 0-15 .. X X --x-----1 X ••• ,.,. DI" ,■n,a~ UTI Do-4 ......, .... by H.JAM,OS X Slrvcl: No. /dG /6H /(!./ /9,4 /98 /9C 20,4 20fJ 20C 200 20£ 20F 2X 20H DRAINAGE .ITEMS Loco/Jon Sfrucl G'role Hor J/ No lj,µ 206'60 M:>c4rlllvr.BI Jvml 8/rvclvrc :B • 207+2304 MocArlhvr .Bl Jvl'X'ISlru-lvr.., '.(j' 209+40 MocArlhvr Bl Alonho/e "'4 - 207'00MocAr/llvr8/ 45'/?I. CfJ"'2 -450· JI,'• 7 206+60 Uoc4rl//vr Bl 45'Rf CfJ"'2 -529' IY•7 2()6+60 Moc Arlhvr .81 3' l?I CfJ"7 /M,2-6cJ4' H'-2'1/f. 0227 2/0,00 MocArlllvr.B/ 45'/?I CfJ"'3 -4.//' IY•/4 209+ 75 MocArlhur 1.3145 '!?I CfJ"3 -425' IY•/4 208+50 MocArlhvr .Bl 45 K'I. CfJ".3 -45/J' ff•/4 20 7'50 tllocArlhvr .81 45 'l?f C.8"'2 -505' Jt'=7 207+23(l4 Moc4rl/JvrfJI 45'/?t CfJ"'2 -54/J' 11/=7 207'23LJ4 MocArlllvrBI 7'Lt CfJ"7 2No2-749' IY·5"4~ 0227 20~,oo Mc:lc.4rlhvr Bl. 7:L.I r,:c,• 7 /No2 .529 1,,,.,.,,,,. ,..,,,,,'7 207'60 Moc4r//Jvr .Bl T'LI C"'"7 2No7 526' IN'-6'4,.. 1>227 I ££/ey Ovl l59cJ 20.50 1975 1900 21.56 21 . .30 20.tfO 19 P5 /953 lcJ 50 2t?76 1976 DRAINAGE Locof1on From-To /6/-/lfJ /9A -/913 /9fJ-/9C /.9C-/6C 20A-208 20fJ-2tJC 20C-20/J 200-20£ 20£-20F 20F-l6H 206'-ROH .20H-.20F 'fl' J,.I Size 7)',,oe 96" l?CP CL Ill ttr l?CP CL Ill 24" l?CP Cl. Ill 24" l?CP CLlll 18" l?CP CLlll tcr l?CP CL Ill 24" l?CP CL lll 24" RCP CLlII 30" l<CP CL Ill 30" l?CP CL/ll /l!J" RCP CL lII lcJ" RCP Ci.Ill (!9 (_Z?Z) Manhole "4 ; A •50' £ • 9'-0" /3•36' L•/0-0 C = 10·-o· Lier R • 17 66' 0, ·96" £/erS• /74.3 D,·9o'" P101ec1E.n91nff• l Dot• I D111,gnEngineer I Dole j App!"OYolRecommendedSy I Oat• I R,9hl Ot Woy Eng,nnr Oat• HJ,4mo,y lo·73\RcTomtinson l5·73IRF.8/oder 15731 P.'P~ Lglh 8/op,r I'll/'/ 24/J' 0006 44' 00// 42' 0.0/ 28' 00/ /2' 00/ 112' 0(J(J5 90' 0005 2:7' 001 52' 001 22' 00/ 44' 0.01 22· 00/ Dt~ch .E/e,,- /630 20.tJCl 1935 -- 2145 207,5 2015 1975 /902 -, 20.2f /9~, I I I 0 I r I \ ) Slrvcl No 2/,4 21B 2fC 210 2/f: 2IF J 2/C 211-1 21.r 2/J 211: 2/L 2.JA fJ DRAINAGt: ITEMS I HlG NO I J•n,.. . -· '··----· ··-, .. ~ .. .. -·· 7 lcALIF I I I a .. , I cou•n I •ou11 I ,on 111LU•T•U.L ,.OHCT I •:1u I 1~_f!'_L. 07 I Oro I 73 I '2..7 /4.0 lt..5 lt~Z P~~..e::<2--<eGIH"EO C,,,c ,-GINHR NO 17346 0""'"0"' A,,ocd 2.e, ;;9 Z2 L------------------t (?!f_) Jvncl1tJ/? 8/rvclvre I:'' A• .PO" £ • 2'-0" A•/',!J" F•d" '"c= .3'-(J" L -4·-o· (.?IH) " O,• 30" ElerR• 2909 IJ,• .30" .c/er8 • 2,!J&!J Jvnclton 8/rvclvre C • A= 90° e = 18" C 3 '-0" D,. 30-o, = 30" J(,lncl1on A• 90" 8 = 18" C = 3'-0" 0, • 36" D, • 36" f -2'·0" r -tfl· Dc;,!11;;, • 27.6S £/cr.S • 2o'<!J7 L = 4·-0· 8/rvclvre C • f • 2·-r/· F = 6'¾" Der. R = 26 6'0 EleY S • 25 t?.3 L •4'-0" Modtl'ted Monhol11 "4 ,4 ° 4d"f2'19" f3 = /cl .. C, = 2'-6'" l. -2'-6'" D, = /&" D, •·30· ,E, • 2°0' / I DRAINAtl£ PIP£· .. ) Locol1on S/rucl Crole £ £/ei,, ;iype ;iype Hor J/ Om' • C.B'".3 I0•.!'5Jomboreel?d 5/'Rf ,;y.14. -4.36 3576 CLJ"'.3 f'Or,50,./om,boree Rd 5/'RI' ,,,,.21, - f'0"25Jo.m.bo.ree l?d 5/'Rf ~;,J. - f0r02Jombortte Rd 45'Rf Mo'/"/;f,llnhl"4 6.64 2/6•&:7 MacAr/.?vr !JI .!16' li'I' Je,,1cl 8/rvclvre 'C' 2/6"00 MocArlllur !JI 46'Rf' ~ ;J -4 6'7 4,00 46'7 214'&:7 MocAr/lJur /jf. .36/?I. ,Je,nclSlruc/vre 'C' ,3.J 60 ,3/ 76 .3000 ,?7 96 28.60 27.6'.9 2491 24.28 CLJ#.J 2/6+00MocAd//vr8/45Lf lf/=/4 ' -5.66 2760 2/C-2/D 2/D-2/F 2/,:-2/F 2IF -2/1-1 2/6-2/H 2/H-2/J 21.T-2/J 2/J• 2/L 2fK·2tL 2/L ·/6',/ 2.!JA-.2/J ltJ" RCP Ci J1l ~0' 017126 ,f'd.50 D-/6 I I I I I I ' I.,:. /5 T-...... --· .. ,. , :JO ~ § (/~.cl) <:,. ~ ~ • 26 ...,,.. 7 t7ra. 7.5 2 PR«il-~ INU-R R I tt II II ..Cl.1([2 } 24"/?CP ' II I ' t---- . II II II I '~ 1------....y---cr--~---r----r--~.......-- - - --~ - ---LL-_L.-_.&.:_.-...£-~-~-~-1-------,-_______ ......-----...-1- i T T i ---~-""-"= -'-'~ffi~------4--__ _....i...--.:.-~-=-+--____;..-_;:.:.:..--_:.;;(--,1';----r-____ ____;.._.;.---+-_;_ • ----1--; ' : ~ t _;_ 12 14 f,5-- / D-/7 "' I. 1---.---r-------,-------,---.-------,----,------.---,------,-------,------,-------,------,-----,-----,---.---------.----.------.-------r------.-·------,-----,--------,---r-----------DIST I COUNTY ROUTE I POST MILES TOT AL PROJECT sH:0E 1 I ;HoET:T; t,7 1112. : I ! V fr. /'-ILJ~CJO ,,,,,,, _.,-,::::; 1 /,£' J'4. 2.:, .30 26 r---_ -/ ~ - 1--+---ft1H----l---=,,.-:::~~r==-t-_..----f---j-------l--/-/~Y--+---I----+-----t_ -- __-;:z~/ ~ t-----+----ttl!Hin,,?-:1,,;;'/';,?.l·,i,o..,---/--,,.L-f---+----+---t---+------1---+----+----· ·------+--------l----+-----+--·-1-----1+-+--·- -------r-----------1-----------+--------l---"'1---+-- El,v /.1/ ~~~ ~- .i ~. J • I ~ ,~ r: ~ : IQ A "30".RCP A ; i :,._.-.. ,,.. I -I 1£1.9.75 1£.2130 / /£.!99'f ll.2060 0 t: i REDUCED PLAN USE SCALE BELOW I 2 I I I I I 3 INCHES ON ORIGINAL PLAN 3 :::1 I r-~----+-- -- /22750 r -07 I Oro 73 I 2..7 / 4.o - .,., ~ ',_ ~~ ~~ " "' •• ~ ~ " r _j/._ 1--. ~ . ---PROJ@f-ENGINEER RWSTEREO CIVIL ENGINEER NO l7J4S DA TE APPROVED °Apcil .? ,s / !! z.¢ 71 ,__~-,----hf-JI/ I ·/£21 60 JO I\ ff I ~~--/•'CP I/ J,:vn oret1 hte10/. ✓unt ~ion vTn,nrure e, - 25 IF 24 9/ ··-· -+l---+------+---+----+---t-------l L---+--------+-----+----+------+-------1 • 4: ~~ l . .5(7." 'CP : A 20 ~ -• •I I i-K.I ~:Y \: -'" -/£ /!J.Oi! ,~,~ V '\j 'I "20/6 / .____ J I ,) \ I V s,<,/STE J ~ PROf Ill. 1.5 ~ --,r ' t-: :it ! i a, ~ ~ § t ~ ~ ~ ~~ •I-,( !_St ' f6 ~ ~ -----\:--•---~• "'~i 'ii/i,.-61/ --·ti=-: -~M'''RCP· -·• r ·207 20 ◄'SYST~M I---1 ---- . _r:::-::=:-_-t-::-: - - __ -J_ ---• -----! - Sixili • H,Sr: f"•2CJ' J,e,,., 1"=25' ; ; : ·-- i I ,o j ti cu: &~f,~IE~xc---+---------------------------------------------------------------------------------------------------1 l '$ Ydsl"'IEm"-b--+-------------------------------------------------------------------------------------------------------------------1 ~~ 8 '~"M HD 91 PF o-ttJ I ~ ,. ~ --1,,it_ ~ --~ ------- ' ~ ........ ----- --~ ----- 1 .... ~- L-- --- i,,.___ -~ ---1-----• -• ---~- \ \ I ~ \ ~ ~ ! ~ ~-<> "r-- ~ i-- aJ_j i / ,C/.3 'itll ~ L/9 Ii.-; '\ 1, ~ --- REGISTERED CIVIL ENGINEER NO /7..345 QA TE APPROVEO __.4=-ra.,_.r<-J-t-1-/__,,Z=--~-.L./~-9~z-=4..__ = t---+-------ii----t----+---+----+---l----+----1----1-----1-------1------+------t---+----+---+----1-----4-------------.__._ ---------~ --------1------t---+----+---\----+----l---+----+---+----l ,---i----t----+---l-----+----+----f-----+----1----_L--------+----L i----t---t---+----t---+----+---+----1-----1----1---__j_ __ ----+-----+----~-+----+---1-----1-----1----f----+---t-----t---+----+---t---+-----ll----+----1-----1------+----l r----t---+---+----lf----+---+---+----+---l------1-------l'----------+-----:. t----'----1----1-----1----1---_j_---~----,---+---+-----+-----1----1---- t---+----+----+----1----+-----+---,----+----~!,-___ _,_ ___ i _____ +-----_ I-____ I i----+---+---+---+---+----+---1----1----l--l, --'L----~:-----+------+---r=-~-+------+-----l----t--t--t--t--t--t--t--t--+--+--+--+---l----l----L-----L------l ; ----ii----t----+---+----+---l----+----1---_j_ ___ __j_ ___ -+; ___ -+------+---------------ti----+-----'--- r----t---+---+---t---+----t---+----+---l-----1---_j_! ---1--. -1------1------+ ----+------=====:=====:,====~-----+------------!--------_--I-- ---i------t----t----+---t----+----li----+----1-----1-----J-__j t-----+---+----+---+-: ===:=====~:_-_-_--+-+---_-_ -+-+--_ -_--1-1--_-_-_j_i __ r; --------,, -_-::+-1-----1---l-----_---+-+--__ --~!___ ~ -----~--___ __j_ --1-----r-----t---t----t---1----+--+--+---+-----+---+----+---_j_ _ ____j _ _j -! ----~ ----~--+---~---1-------1-------+-----t-----l---+---+---+----l----+----L-__J I I 0-19 -- "'-IC!. 18 fop ( /3offom N.J8"07'3o•w 12 '·O" 6~0" (Typ.) '·O" (Typ) DIST, COUNTY 07 01•4 £ CAcmnel '"4<'!!/8 Consf JI • t,," ,r.5 ~l~/0 *4tU8 /!.&" 114 <!/8 Nole All O,mens,ons ,; Re,nh,rcen,e-,J S.f//??n?elr,cal a.6ovl E C/2onAe/ ~s7010 #+tf!lt!J ---+------,,,s 012 top I Bollom El .33./1. £/Z3./Z eo·-o" I • --I 0 0 SECTION G·G S£CT/ON/-l·I-I .Ye··. 1'-0' .4/a·~r-o• P/....AN l''--1O £1..£ VA TION ~ ~Por,ot=I Defod.s For Mu/1',0lt! Span Cv/n:rl L Z4 d J..ap ~ :/Z .. 4 e10 -Co=f ~~F~~~~~~~;=c=~==.=Jw):==;;==~=;=~==~~~=. _=-~-~~~~Mt'-.,,. 5 _J 010 II. _ (TypJ TYPICAi. .5£C TION REDUCED PLAN USE SCALE BELOW 0 2 3 r, 1 , -1 ~ 3 INCHES ON ORIGINAL PLAN --I S£CTION F-F ~1 '/-' ", I '·O" 1.:0' /!0' 1:0• n n n 1--:--,.+-,,--._,.,. 4 ti /t!J tJoci/",,cs +---i---.£-~~J:..--l---i-/'.:.+---11 ecl-,'on C·C 8·1.3 /nlef .5/rvcl-ure Inlet Sfrucfure Oefad.s .~ :1.z For Retnf See/)For Remf See s~cft,,, For Retnf See ·Secfion 4-A I-Sfrvcfure Deh11/~ ~_ J: / -"--l,..--+---+---+--+---+.--+--1---l--l---1-1.--4-.11 -.---------- ~rl oil.s Coal Previous Bad/;// .Nol'/ (Typ.) JN,I, ,1 Ii) f--+--+--+--+--!-f--+-~-+--+--!-l---+--+-..::..J-1-----l---l-l-----L.-l---'--- AI I .5/,,d/ 3'' C /car /Aloi/ Sc:chon G-G 41-1-H To 8e Placed On Und/.,/vr~•d Moferiol. For .Oc:-fa,ls Nol .Shown See "Sfandard Plans" 0~.3-+ 7 Sac..+ ,Per. C vC/c. Va,-d (fat,,,) For Defai/.s Nol Shawn .See: "In/el Sfruclurc:" Oefa,'/ Sneed. , 4 7 dl 18 F ranf ,r..,Gd ,8 <V>d ,2 '"" " 01ESIGNSEcr,oN ° Pro!ect E:,glnee,r DE910N DETAILS /nJ.o J1AOII or A,oran. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION BONITA CANYON CREEK CULVERT OUTLET STRUCTURE POST MILE DRAWlNG NO. 111m °" WO 036121 cu 07208 Disregard prlntl bearfn,g earlier revision dates --+-7,1 s REVISION DATU (Plttl!NIIO,ltT STAii OMlY, ----~=-----,--,-,----------i----lT-77 Extend Spacers 2 ~ o" mto Apron SECTION A-A #5@12 #8----"@/2 _J ~- --"'4@18 Top ~ Boftom :i:: "'S@lc? Top ri- Botfo,.., /6 ,_ 8,, SECTION 8-8 3/a"=!'-O" C\l --- Sec 8-8 @IB /Cu Fl PrcvioLJ.5 @ !2 !3ackf'tll Maf'/ ;,;Y e Drain SECTIO~ ~-~ C All Hoofe.s /'-6" 3/B • I -O Cord Pre.nous Bac,f,,,/1 Mal'! (Tgp.) NOTE: All Sf-eel .3"Cleor 7 Soc/{ Per Cubic Yard (1"1in) Woll Section G-C To Be Placed On Und/.sturbed /l'lctferial. Fcr-de.-+o.ils net shown 1 see. "S+o.ndat-"d Plo.ns" D 83-4. WO 03612/< cu 07208 <t. DIST. COUNTY ROUTE POST IIJUS-TOTAL PR0Jr.c1 07 ORA 73 2.1 /4, o REDUCED PLAN USE SCALE BELOW 0 2 3 t:I ·' I '"' 3 INCHES ON ORIGINAL PLAN ~ 1r<,Jfof 3 ""47 @IB Front-face 81? nd .!? ~ 6" mto 'w' ell or Aprol'/ ""4 @18, Str. Boc/ff'oc-e ELEVATION D-D Scale; ~"=/1-0 11 IJl:IDGE DEP'Aln'MENT '°' DESIGN SECTION 't/ ft'AftOf~ TIIANIPOIITAnON AC!:NCY 19AnallT Of NII.IC WOKI DM110N Of IINIIWATI DIESION DETAILS BONITA CANYON CREEK CULVERT 01sre,;iard prlntl bearing earller revision dcitet ~ DRAWING NO, a IPRELIMIHAIIIY STAG! ONLY, OP 5 ., ·' NOTE, Claalllcatlon of earth mate- rial as shown on this sheet II based upon 6tld Inspection and II not lo be con\trued lo Imply mechanical ~ #54.J,,tM:;i 0,!!4 E50902O5J6/ BENCH MARKS " ~ ' 20 ~ ~ ~() 0 ;~ -:~B-B 7 §\l ~-14 ;_;;,_,,,~~ID9 -~, ~~ fe":!J l,u,:;e., j;own, ~//!, J4l•fl l't!:f TN✓e: .sand, dy I k':f /4.o,e, 6/ve: ·.J'o/ lo 8-7 OJ 8-6 0) .Sc.ale /"' = 5o' DIST. COUNTY ROUTI POST Ml~TOTAL PROJ£CT 'J..1 4.0 f'J. tJ.J_ r. n. g,;,.,!)J,_, ~r:OLOGl [R + 8-5 B-4 ~ ~ B-9 B-10 B-11 B-12 R CB Y 5' [! ;.____::_.------::;;?------?i------::;~----7~-~~-~---'li,!)---?c;-~~---:,~-~l)--?S,------o-?A----l!;;J-----;~---JU) 20 21 22 2J 24 25 26 27 2a 29 w REDUCED PLAN USE SCALE BELOW I 2 3 I I . I I I ::.1 3 INCHES ON ORIGINAL PLAN ;:; " ~ ~ W\ ~ ~ ' ~.. '.. ';; \J --~--~" ----~---~" ---~--\" B-11 -~.,B-9 -."B-1~ 2 : ,c;:"NS :J~ ; .;-.r~-71 j'1 ~ ; PROFILE ~e,·I I"= 10' Ho//Z 1 .. = 50" ~ ~ 'ii{) ~" ~-----~---~"B-12 ,5~ 0 --- 1) I s ;a1 z :J § :I 20 10 '• 0 '6 .f/'4}', ~ul/; hHno/' l't!IJ ,.;,,,,~ ,s t,. .SqAd, ma4_,1 :sAe:/ls 4//t:n /ao~e: 17hr ~~.wn CQ4r~~ me&u✓,, S,?/Jd -----+---i ' 10 -20 30 40 -5C -60 70 16 ' NI icc/.Ji u;:, l.:J /' /A/cA.. s,,';o,'l_f f4S cdor .,u;qr '"',P o/ //1/er,a/. ,,,er 17 15 19 20 21 22 2] 24 WO OJ{;l,!I CU ON'Ot! :25 26 -10 -20 NO -30 _"-::,;}"" --40 -50 -ED 26 29 -70 STATI: OP' CALlfOftNIA TRANSPORTATION AGENCY DKrARTMKNT OP' PU■UC WOIIKS DIYl■ION OP' HIGHWAV-. SHEET 3 OF 5 27 BONITA CANYON CREEK LOG OF TEST BORINGS' BRIDGE 55-599 NO. ' POST J. I DRAWING NO. tiviifOII DAlU Dlnganlpm,t,boa,fnt ___ - -:,Pi,':..,, , .. •r--;- 11 ' ' ' ' ' I • z 0 ,. .. "' .. .. 0 NOT!a ~ of eartll _. rial al shown OIi this "'9ot ls ba...t upon fleld lnspecllon and Is not to be Cllllllruecl to Imply msclailml anal,sls. BENCH MARKS JO 20 10 0 -10 -20 -JO -LIO 29 30 DIST. COUKTY IIOUTi! POST MILES-TOTAL PRO.lttl 01 OlA n, '2.1 /4,0 0 lfl + (Jl n B-20 B-2L! <{ 1--8-16 8-17 8-IB B-19 8-\~3~--_.jO----~~------\,'}------(d---- J4 35 J6 3 0, _,. fj) 38 w 39 z C B JI "I ' ; ---~Ill ~~--~., ~~ '\J ~\) q -----'l ~ ." --=-'= \r -I, ,l. I , ,l. ,l. ¾ 31 32 JJ 34 35 REDUCED PLAN USE SCALE BELOW 0 t: I I • 1 ~ 1 3 INCHES ON ORIGINAL PLAN 3 ::.J ' ~ ~ "' ,lp,P/~,< ~X,'$,,' ~ ~ ~ ::i I u ti 2 PROFILE fer/ I'.., 10' Ila,.-:: 1""'50" .:J"Ol/l'Jd ln-1~ "" ':t ~ ~ 4/a,y -<'U / :~ B---1-C)----!~ B--2-Q ____ ')~ 8-2LJ JO I.,,! ---- r,:;,y ,,,,,c _,,q Co1111,u:I, /J.n-3,vn,, ~nt!: lo nl<:.d/vm s~Ad ,wlA sc,11f. /'<!!r.:=4 Cqlrrse. , sond 11nd /;,,c T ~~ !1,-,1,.el ,:Jo OJ~li!/ C1J or,eo4 r Pe.-,:se., ~l.ulr ,r.-lh i,,n:,wn ,uie.,5 -"d/um /4 4'a.,.5~ $H#d ,r✓--'~ " ,ve4/J~red ~o Y"""'.-1,, ,.,el l'e,y deH.SG, ..fr;/;,~ Hh,,/e /4 :;?..;, ~:f~,s~,, ~/1/:~:!;~e ~.I' s.,;r, c"/,ye..f .s://1 4nql re9 f'},,,~ .s,1nd 20 10 0 -10 -20 -JO ffAff OP CAUPOIINtA TIIANSPOIITATION AGIENCY DSPAIITMIINT OP PU.UC W01UC8 DfVt9ION OF HleHWAft SHEET 4 OF S. BONITA CANYON CREEK LOG OF TEST DORINGS IIIIDG>:· 55-599 NO. P09T J./ 1111\.1 • DIAW1!MII NO, ~.,.......,. ___ _ j, I ! !- cl.,/ w J:: g 1 B= a i ~ • u J 0 .. <( "' " L 0 " z "' 0 m .. 0 • ,.I E -'P , ~ " ? i .e ~ e . . .. I . . ~ /ft • . w • l! i I A ~ ~ § ~ ~ I~ l "' < ~ . . ii " ii z ;; l! " ii w t--, u -6'-9 8-28 0 C 8 LJ3 BENCH MARKS 40 ~ -<! -------, ----'\'<)--~--------{ > '~" ,<!'<l v\1J ~\ 8-27 .JO 'i" "'B-26 31!. ----------+---"'8-25--u~ - 26!! -- $ o 0 rn rn ~,;;i .s, CJ n-------~20 ~ < ii! "' t-< ::i: ~ • . & w ~ • & '· .. .. ~ 8 I ~ >" ~~ "' I :5u; 1 ~ u, ~ i ►" e< ~ ~ • ~~ .. ~ % ii .. .. ~ :. .,u o.o ., ~ ~ ~ m ml [!] G ~ ., 0 C ~ " ~ --------------+--- 10 0 -10 -20 jdJ -30 -40 -50 39-150 40 41 krr .,.,/i lo ,;o-';~ ,hn,f J!/4.wA,, . .s;;o"H~ s.,/r dl'ld :;,./~ l'e~ ,,;.,..e /.,, :1),~t!:. s,,nd I, Soll I.? $/,ff L>✓'l7NA c/,,#ep /;ne: ,:.4,-,d Hnd "'',~ s,II ___ _ I .s;7;1~#c:_m~4i/:_,IY s;z ,.,,.IA /An? ~lrM.fe:r,:; ,,,f' .f,.q,,~/. • &:,,,,,/4.::f, /~Al -On?Wn. - ' .,,;,,,~ !'4 Meefiv,M s4n,d • .,. ,.,,,;n ✓.1tlerteds Q/ .7"''"'~-,-or!,, .,..,,,/-,,1 .S4/Jd, I ,t!!!~ q/en.!IG,.frZ,,, --1'JJ 5;7,,'J "J ~""' LJ2 43 ~~ )- ')J 0 {j /'(' B-29 ~ > TP e,,..,/1.,,c/ J"'4 ;~;::<:~ii· 44 '?>:!;O © ~tz!P,w~Am~;;~ c;;::;,;;;nc sand al'1cl l'hl'h ,l>e,::/.5 ..,,r' ' .. vl!J' ;e7 1-/n,::: sqnd, Q101'~/ Cnm;u1.cl, /'.://21 bra#Yh, ,;;,✓e, /.o m~ell'u,-11 ~,vie/ ,v,-1'~ o.c;::q:,,-o,-Jal /'~4 .:1rare/ I C,:;,mp,:n::I .1'3/. -;,y/21'1.:!:. w,//2 /l';;_:le./f.,/J5Z";Jo/:!J, re,:, I ::2A 3;:~;: 0r::1:~~~.,. q:f .:,-~ cl"!/-c/"!f':! ~"II ,,M,-1 ;d;;::~/;;n3, n1n::r,ce~v$, .Pen.:,~ or kl'id,..7~_,Y-,/>/4.c/c .:1nd b,-'Oh/.1, ntl'CtflC~all:S, ,::,,/~ c/,q.ff, cl~el/ sl'/f .5/// 4.a..:/ z mf'nar 9};f~ .$.t1;,d, /'q1.1/l.-=d, --,h~A~s"de. eb,P,Pl'49, bo',w/A /d•l'.!!;J'/ c4~ H) T4u// cad,ul ,wlh 31'':f J'41'U:/, nlmcp/ d":f &,(q/e) ~~"";:~~::v~~~,1/'fe,1";i~r1:j./4de,i, 1m'A /".)'er.:; "'/' #'er;1 ,:;/,/r' 1-o :iJJ";,";J. ,1-,rA _)'('"'°", ,.,,c,,cePus, ;;-;l4:°'J%:J'3/, _yr4,-~1!J, poor/. 8-22 45 49 REDUCED PLAN USE SCALE BELOW 0 2 3 t:I I '"i 3 INCHES ON ORIGINAL PLAN --I " 't -<! ~ ''<l ____ _ ,"" ~'-'B-.JI ~ ~ '<:\ ,"" "" B-23 ~: .:ilyhl!f. com,P4cf _/q ,,-e'l d~n.se. ;, -:s;;J. 1:c1,:e~~;~m~4~d:~d ;' .s;~ .:,';/; l-'Yl'//7 son,1e: sPcAc//• >' Sl'dc.;:; ,q,a,:;/f1/J .slhn_fers or' 1,.l iln~ _:Jl'"41"t=:: , -,t" ,W 11-~-7q 45 LJ6 47 r:a o~,:,,2.1 cu auotJ 45 49 -50 N'.540,9.3/ 79,e E.5/o,307 955 DIST. COUNTY 07 o A ROUTE PROFILE J'~,1 /w-10' #t::)n,E /w = so' POST MILLS-TOTAi. PROJECT ;J.,7/4.o 40 JO 20 10 51:5ll!f COH1.,P'1Cf, h-V.W/J ..;5,?1/.:-J $I'/! ------ - 0 -x,'!l;:J,:;1,,';;'/':;:dl~~J";;;;/:;;~ ~,,.,,~.!'~"~I -10 -20 -30 -40 50 73 STAT& OI' CAUPOaNlA TIIANSPORTATION AOl!NCY DD'AIITMKNT OI' PU-...C WOllK9 DfVt9fON 01' HtMIWAft SHEET 5 a=-5. BONITA CANYON CREEK LOG OF TEST DOnlNGS :001 55-599 PCST JI Ill!;' DIIA'll'lll8 m. ..... 5 ln'Ai109M.''•-.,-· X --x----- X 1 ! i ! X 1 .76f } -1 FORJil HO 92 PF I 0 REDUCED PLAN USE SCALE BELOW I 2 3 A --4 L I I . I I I 3 INCHES ON ORIGINAL PLAN ::_j Concr•te Cradle PLAN F 311min. ,.-;;:,,;::;:_ ~: r,;J'./ Vf/ -o .-· J 0. /Tie bars I f- T,e bors SECTION M·M TAALE OF VALUES B 12" 15" ,a·· 2111 24" 2711 30" 33" 36" ~9" FOR T 4" 4114" 411z" 'I" ~1/4 I 511211 6" 611411 fi11211 7" T _, Stot,on Point Spring line M1n1mum depth of top and bottom slobs shall be ~ + 2" Opt1onol cons! JOtnl PLAN / / ,,' \ c,<," o"- ~., '<>o c., / . -.>-T,e bars __ _,,-;/'. >- T,e bars SECTION G·G TABLE OF VALUES FOR F ANO T 02 or B For T 12" 4" 1511 41/411 18" 41/Z" 21" 5" 24" 51/4" i.. 27" 5112" 30" 6" 33" 61/4" 36" 61/211 39" 7" 4211 71/z" 45" 1,, ... 41:!' I:!' 51" 81/Z" 54" 9" 57" 91/4" 60' 9,n" fi:I" 10 66" 10114" • 4 @ IB" o c both wo~s to be used when 02 is 60 'or more IB" o c both oys to be used when B Is 60" or more 69" 72" 78" 103/4" 1111 II ,14" Undisturbed Earth 2 3 4 5. 6 7 8 9. SECTION z'.z''.z'" Pro1ected on Y·Y·Z'" NOTES VALUES for A, B, C, 0, E, F, G, L, Elev R, and Elev S shown on Drainage Plans PIPE shall be cradled In concrete extending long1tud1nally to 1' beyond the l1m1ts of L. H = 1/2 outside dIometer of pipe plus 3" as o mInImum Cradle may be omitted on side opposite lateral inlet when constructed In connection with existing pipe storm drain A and B BARS shall be corned to point not less than J distance from center line = % -i-6. RECTANGULAR OPENING in main line pipe shall be cut 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 distance from top and bottom of Junction structure. OPTIONAL CONSTRUCTION• When Junction Structure B Is spec1f1ed on Drainage Plan, the Contractor shall hove the option of constructing Junction Structure C, -,n which case construclIon data will be furnished by the Engineer REINFORCING STEEL shall be IY'z" clear from face of concrete unless otherwise shown. STEEL SCHEDULE: A and B bars -'5@ 3" O.C. ll4 Ill> s"oc Tie bars -113@ 18 O C MONOLITHIC ARCH• When Junction Structure & Is specified with reinforced monolithic arch storm drain, value D shall refer to the clear span of arch Reinfprcmg steel shall be cut and bent into Junction structure the some as for pipe Concrete cradle under reinforced monoflth1c arch Is not required. 10 FLOOR of structure shall be steel-troweled to spring fine. 11. ELEVATION S applies at center of main line on prolongot1on of invert of spur JUNCTION STRUCTURE B (J.S.B) SECTION N' -N" -N"' Pro1ected on M -M -N "' NOTES R411 90" 96" 1211," 131/4' 14" I. VALUES for A, 8, C, D1, D2, E, L, Elev A, Elev B, Elev R and Elev S ore shown on Drainage Plans 2 3 4 5. 6 7. 8. EMBEDMENT P shall be 5" for pipe diameters 12" to 96" and a" for pipe diameters 102" to 144". FLOOR of structure shall be steel· troweled to spring line REINF,9,RCING STEEL shall be 1½" clear from face of concrete unless otherwise shown. A and B bars need not be longer than the outside diagonal width of the lateral spur STEEL SCHEDULE: Diam B or Dz A or B bars C or F bars 12" to 39" #5(lj) 3" •4@ 6" 42" lo 84' ts@ 3" ♦5@ 6" 90" lo 144" 17@ 3" #5 (a) 6" Tie bars _ If 3 I@ 18" O.C. ELEVATION S applies at center of main line on prolongot,on of invert of spur JUNCTION STRUCTURE shall be poured in one continuous operot1on, except that the Contractor shall hove the option of placing at the spring line o construction Joint with o longitudinal keywoy LATERALS -Where laterals enter on both sides of structure, they shall be designated on the Dro,noge Pion as right or left, facing in the direction of stationing JUNCTION STRUCTURE C (J.S. C) I. 2 3 4 5 07 Oro 7.3 PDotMUe1 TololP,oltd 1.1/4-0 ..,_ , .... No -74 1~2 REGISTERED CIVIL ENCMNHI NO /7.346 DATE APPROVED~/"'J _22_--,J_11L__ __ __ tie bars PLAN _::f-.--und,sturbed earth SECTION N·M·P'-0 Projected on P·P'·O NOTES Tie bars >- SECTION G·G TABLE OF VALUES FORT •4 Bors, 18" o.c. both ways to be used whon B Is 60" or more VALUES for A, B, L, LI, Elev R and Elev S ore shown on Drainage Plan STATIONS specified on Drainage Pion apply at intersection of center I mes of mom line and lateral. EMBEDMENT P shall be 5" for pipe diameters 12" to 96" and 8" for pipe diameters 102" lo 144" REINFORCING STEEL shall be 3 " clear from face of con~rete unless otherwise shown. W BARS ore of size and spacing spec1f1ed for wolf steel on Drainage Plan, and shall be cut in center of opening and bent into top and bo!lom of 1unction structure. OMIT H BARS when solf1t of spur Is 1' or less below soffil of main line, and omit G bars when invert of spur Is 1' or less above floor of main line STEEL SCHEDULE: Diam B O,E,H,G Bors F Bars 12" lo 39" :115 :114 (6} 6" 0 C 42'to84" ii'G it5 (ci) G"oc. 90' to 144" #7 *6 @ G"oc Tie bors-#3 t6l I8"oc 6 JUNCTION STRUCTURE shall be poured monolIth1c with main line storm drain or manhole 7 FLOOR of structure shall be steel-troweled. JUNCTION STRUCTURE {J. s. 1 l DRAINAGE DETAILS 00-1 X X --x-----..,, J X II l l J l t X I J ~;_:5 ,o~M HD 11,, I- ..J l I- .... Concrete rings and reducer ------- 36" Precast concrete pipe MH----~ PLAN (Shaft not shown) 21 -0 11 3'-e SECTION A-A / All 1t11I rtinforc1m1nt •4 ~ 4"o.c. lateral Street grade "' Q) 0 ;:eZ Q) Q) Cf) frame and cover 5" x 2• Pipe nat Round edges of inlell I- ..J I- SECTION B-B DETAIL N PLAN ( Shaft not shown) Station point C _ __J ~ All 1!111 r1inforc1m1nt '/ •4 • 4"o.c Concrete rings Spring line------...... See Note 7 M H Frame and Cover Street grade 5" x 1" Ring seal D•I County 07 Ora 7.3 ?...1 / 4-0 ..... , ... ... -75 132 IU:GISTERED CIVIL ENGINfU NO /7..346 NOTES I. Height H (1n Sec A-A and Sec. 8-8) shall be not less than 4'-6", but may be increased provided that the value of M shall be not less than the m1n1mum spec1f1ed and that the reducer shall be used. For H (in Sec C-C) see Nole 4. 2 Length L shall be 4' unless otherwise shown on drainage plan . 3 Shafi shall be constructed o~ per ~ec C-C and Detail N ';'lh~~ depth M from street grade to top of box 1s less !hon 2-101/2 for paved streets or 3-6 for unpaved streets. 4 Depth P may be reduced lo an absolute l1m1t of 6" when larger values of P would reduce H (1n Sec C-C) to 3'-6" or less 5 T shall be s" for values of H up lo and including 8' T shall be 10" for values of H over 8'. 6 Steps shall be ¾" round, galvanized steel and anchored not less than 6" in the walls of of structures Unless otherwise shown, steps shall be placed 12" on centers The lowest step shall be not more than 16" above the ledge at side of manhole floor 7. Body of manhole shall be poured 1n one continuous operat1on, except that the Contractor shall have the opl1on of placing at the spring line a construction joint with a longitudinal keyway 8 Reinforcing steel shall be I 1/2" clear from face of concrete 9 Floor of manhole shall be steel-troweled lo spring line. 10. Rings, reducer, and pipe for access shaft shall be seated 1n I :2 cement mortar. and neatly painted or wiped inside shaft. Max Min For paved streets I 1" 8 ½" >----1 For unpaved streets 1611 1511 r 0 t: REDUCED PLAN USE SCALE BELOW I 2 3 I I I I I -i 3 INCHES ON ORIGINAL PLAN --1 SECTION C-C MANHOLE No. (MH No. I) DRAINAGE DETAILS 00-2 Z-1975 X X --x------1 .I X k 1 l .I J l .I X I /h l ,otUII HD 12 ftf" • ' D bars Station 36" Precost concrete pipe M.H 5"x 2" Pipe seal :c Spring line See Note 9 .> PLAN (Shaft not shown) Street grade frame ond cover Q ~ 0 ::;; z t,.,+------+,.,i di QI (/) ' _ __..1_ SECT ION A-A'-A• ...J appliu a I this point Spring line See Note 9 C l F DETAIL N (Shaft not shown) i I <ii h--4 SECTION C-C ( See Note 10) OP.t1ono I outs, de face of concrete 3'-o" long Street grade Manhole frame and cover Concrete rings 5"x I" R,ng seat Q. For paved streets For unpaved streets "< E bars :c seat See Nole 4. SECTION B-B 07 Ora 7.3 --'Lt-~ 'J. 1 I 4 o ..... , .... ... - 76 /32 PROJW ENGINEER ltEGISTI:ltEO CIVIL ENGfNEU NO /7.346 DATE APPROVED--'---A,'-Jo'-<Lr~/,__·,_/__.C,.._,:2;-,,-,/.c,.-.9"---'7'-"'<f'--- NOTES Values for Elev 'A', Elev 'B', L, M, or P and X ore shown on the droinoqe plan 2 Center of manhole shaft shall be localed over center line of storm drain when diameter D, ,s 48" or less, in which case place E bar symmetrically around shaft al 45° with center line. 3 Length L shall be 5' -6" unless shown otherwise on drainage pion 4. Thickness of 'F' shall vary when necessary to provide level pipe seat, but shall not be le11 than tabular values for 'F' shown on this pion 5 I" Reinforcing steel shall be I Y2 clear from face of concrete unless shown otherwise shown in !obi e be low Sizes and lengths ore 6. Steps shall be 314" round, golvon,zed steel, installed 16"± above floor and evenly spaced at to within 12"± of the top of the manhole .. 12"! ,ntervols 7 Rings, reducer, and pipe for access snofl shall be sealed in I 2 cement mortar and neatly pointed or wiped 1nsIde the shaft 8. Floor of manhole shall be steel-troweled lo spring line. 9 Body of manhole shall be poured in one continuous operation, except that the contractor shall hove the opllon of placing al the spring line a construct,on Joint with a longitud,nol keywoy I" 10 Section C-C, When depth of manhole from street grade lo top of box is less than 2'-10,2 for paved streets or 3'-6" for unpaved streets, construct monolithic shaft as per section. When diameter D is 48" or less, center of shaft shall be located as per note 2. TABLE OF VALUES FOR F STEEL TABLE D:> F D bars E bars 36' 6112 " D1om. D2 No.Rec'd s,ze Lenath No.Rec'd Size Lena th 39" r 36" 6 >14 3-10" 4 "4 2-9 42" 71n" 39• 6 " 41-211 4 " 2'-11" 45" 7""'" 4211 6 #5 4'-6" 4 " 31-2° 4A11 8" 51" 8112' -45" 6 . 4-10" 4 II 3'-5" 48" 6 . 5'-1" 4 H 3'-711 54" 9" !SI" 6 H 5'-5" 6 . 4'-9" ~7" Qo,,,. H 54' 6 II 5'-9" 6 . ~•-1" 60" 9112" 57" 6 " 6 -1· 6 H 5'-6" 53-10" 66" 10,;.•·-60" 6 " 6'-4" 6 . 5°-11" 63" 6 . 6°-8" 6 . 61-311 69" 10-.,,,.' 66" 6 . 1 -o· 8 . 6'-8" 72" I 1• 69" 6 II 7 -4• 8 • 6'-e" 78" 11314° 72' 6 " 7 -7" 8 . 6'-8" ,-------.!i..~-1211:>' 90 13 ,,,,.-78" 6 " 8 -3" 8 • 6'-o" 84" 6 " 8-10 10 " 6-11" 9611 14" 90" 6 ~6 9°-6" 10 • 6'-11" 96" 6 . 10'-1' 10 " 61-D" D bars shall be placed 3"o.c. E b"ars shall be aoaced 4"o.c. Tit bars shall be • 3 spaced 18"o.c. or less. When L greater than 5'-6" 11 specified on drainage plan, continue D bars at 6" a.c. Lengths shown in table are for longest bars. Where shorter bars are required, bend or cut to meet field requirement■. REDUCED PLAN USE SCALE BELOW 0 2 3 L ~ INCHES ON ORIGINiL PLA~ ::.1 MANHOLE No. 2 (MH No. 2) DRAINAGE DETAILS OD-3 Z-197! X X --x------1 X .. l J ! f " j X ... l /rl J f'ORM HD 91 PF 5"• 2" pipe Hat ..J Station Point PLAN (Shaft not shown) 2~0" Strut 9rad~ -,t::::::==:Jr---Manhole ~· Cancret~ ~ reducer ~------~ ~-f~ I I 314" round 9olvanized atul atepa 1' I I \ 1 I I \ F,7 \ I H--------H ~ U-----------U _j_ ~~½+------1=4.,J,,,,.C::::.L.-, Tie bars ... F SECTION N-MP·O Projected on P·P·O v fra.ne and cover Minimum 2' -10112" with paved struts Minimum 3' -6" with unpaved streets ( See Note 5) .• I- ... Street Grode H bor Spring line See Note 12 Embedmenf ---l See Note 7 Jt.4 H bars 3'-o" lont PLAN (Rings and cover not $hown) DETAIL 'M' (Set Note 5) SECTION G·G Concrete rin9s and manhole frame and cover ... Max Min For oved streets 11" 811z" For un aved streets 16" 15" TABLE OF Dz F 12" 4" 0 bors 15" 4114 .. 18" 411z " 21" 5" 24" 51/4 " 27" 511z .. 30" 6" 33" 6114 " 36" 611211 39" 7" 42" 7112 " 4511 75/4 .. 48" 8" 51 11 811211 54" 9" 57" 9114 " 60" 9112 " 63" 1011 • 66" 10114" 6911 103/4 " 72" II" 78" 113/4 " 84" 121/l " 90" 13114" 96" 14 11 1OB" 16 11 114" 16 112" 120" 17" 126" 17" VALUES 132" 17 112" 138" 17 112" 144" 18" ~Embedment I See Nate 7 LONGITUDINAL SECTION FOR F AND T' B T 1211 4" 15" 41/411 18"· 4112 " 21" 5" 24" 5114 " 27" 5112" 30" 6" 33" 61/4 " 36" 6112 " 39" 7" 4211 7112 . 4511 7314 .. 48" e" 51 11 81/2 II 54' 9" 57" 9114 " 60" ~•12' 63" 1011 66" 101/4 " 69' 103/4 " 72" ,, .. 9011 131/4" 96" 14" 102" 15112" 108" 16" 114" 16112" 120" 1711 126" 1711 132" 17112" 138" 17 112" 144" 18" 07 O,ra 73 Pa11111.,1e, lotalP,ae.l 2..1 / 4 0 ........... -77 /32 REGISTERED CIVIL ENGINEER N0/7,346 oA'' MeROVED_LA,_,_,,.t2~r~1_,./__,2.='2-,....,lu.9"'--.Lz_1'---- NOTES I -VALUES for A, B, C, DI, D2, E, L, Mor P and X, Elev 'R', Elev 's', Elev.'A' and Elev. '0' CITO shown on droono11e pion. 2 -LATERALS If loterols enter on both sodea of manhole, occen shaft ahall be located on side receIvIng the smaller lateral. Loterala ahall be dui9nated an drainage pion as roght or left, facing in the direction of atatianint. 3-CENTER OF MANHOLE SHAFT shall be located over center line of nu1in 1tor111 41rciill when DI 11 48" or leaa, In wh,ch coae place 4E bara sy111111etrically arai,1141 all•ft at 45• w1fh center lone 4 -LENGTH L shown on drainoge plan 5 -DETAIL 'M': When depth of manhole from street grade to top of box II le11 than 2'-101/lw for paved streets or 3' -6" for unpaved streeta, construct monolithic ahaft as per Detail M When diameter DI Is 48" or leas, center of.aha ft ahall be located as,., Note 3 6 -REINFORCING STEEL shall be round, deformed, straight bars, 1111" clear fro111 tace of concrete unless shown otherwise Tie bars shall be • 3 and spaced 18" on centers or closer Steel schedule de tooled below. 7 -EMBEDMENT shall be 5" for D2= 96" or less and a" for D2 over 96". 8 -STEPS shall be 3/4" round, galvanized steel, ,nstolled I6"t above the floor and evenly spaced at I2":t intervals to w1th1n I2":t of the top of the manhole . 9 -RINGS, REDUCER, AND PIPE for access shaft shall be sealed on 1·2 cement mortar and neotly.po1nted or wiped 1ns1de shaft 10-STATIONS of manholes shown on d;a1noge pion apply at intersection of center lines of moon line and spur. 11 -FLOOR of manhole shall be stet( troweled to spring lone. 12 -BODY of manhole, including apur, shall be poured in 11n1 continuous operation, except that the Contractor ahall have the option of plocInQ at the apronQ line a construction 10Int with lonQ1tudinal keyway. 13 -ELEV AT I ON "s" oppliu at center of moon line on prolongo tion of invert of apur. Diam B or D2 12" to 39" 42" to 84" 90" to 144" I STEEL SCHEDULE A 6 8-bars C 6 F-bars #5@ 3" #4@ #6@ 3" * 5@ #7@ 3" #6@ REDUCED PLAN USE SCALE BELOW 0 2 ,-I I . I I l .,__ ~ INCHES ON ORIGINAL PLAN 6" 6" 6" 3 ::.J D-bars * 4@ 3• +5@ 3" #6 (ii) 3" MANHOLE No. 4 (MH No. 4) DRAINAGE DETAILS .., .. X X --X------1 X X 0 A 4 . . 0 . .. fxlend bars walls hor,zonlol channel Trap Chonn,I_-<> --+-~----_____ f. Tronsil,on ------------ PLAN .-2r.2pef woll See Sid .-""ons D83-,? for re,nl' Slee' - Chon rPmf Ex/end lon9J/u(7mol bars ,nlo channel floor -- Provide 6 • //71ck 811/b \ 'b Bors . I "1 I I I :-----=-=3'-Cu!oll wall required I l 1~·4@/2" , I L----' when approach channel 'a" Bars r-C' ----i I ~ 1s unltned 14 Bar PROl'!Lf ScCTION A -A .,. 1 4 conl para/le/ lo lop I Cl/ fl ol A99re90/e m burlap bo9 sec11rel1j lied TRANSITION TO RECTANGULAR STORM ORAIN NO SCALE -•4 @/Z'"x2'· O"Dowels ,n walls i S/orm Oram REDUCED PLAN USE SCALE BELOW 0 I 2 t: I I I I I 3 INCHES ON ORIGINAL PLAN 3 =-1 Ex/end hor1zonlol bars 2' tnlo channel walls I I I· I°" I I -----------L·-------~b~r~ • (Moel Hma'wall r'or PI/M LJ,o ;:; d'CI" PLAN -,e, 8/d Pltm OM, St!c/O-O and St!c/ .E-.E /'or 8/ee/ 8cA<'o'v/4' Moel Headwall /br ,o,pe LJ,o"' 6'0~" 12" 8ee Sid Plan OcJf) /'or S'/ee/ Schedule 9" ~--_:~~.--------------1. =u~7=i ===::). ~ Trowe/ L ,,ne --- "b"5ors \ Ex/end lon91ludmol 1 ·-Dowels '4@12"x2'-0' ,n l!oor slab bars mlo channel -'4@ 12" floor -__ /-L ~i ~ 'a"!;r;;z• L ___ J 3' Cu/off wolfs required 2' ---j I f--when approach channel 1s unlined 14 Bar I I -0" Allemole for 60"cl1a ) I pipe or 9ret1/er ____ __,.,, : : I I L ___ J County Routt 07 CJ,r,:7 7,3 U/4.0 18 PROJEV' ENGINE:Eft REGISTERED CIVIL [NGIN[fit HO /7,346 DATE APPROVED _ _./4:..,,,o.u_r_,_1L/-'2.""''2,,,....L1,.,,-,gc....!7-'4=·--- . 0ES/6N H I Rc1NFoRCEMENr O' -4' 6" '4@ 12' bo/h ways cenlerecl ,n slab 4'-6' 6' "a" Bors '5@24" "b" Bars •5 to 24' 6' 8' 6' 'o" Bors '5@ 12" 'b" Bars '5@12" 8' II' ;o· 'a· Bars '6@ 6" 'b" Bors '5@/2" " "Design ''ti" varies lhrou9houl len9!h of lrons,lton Use "H· max on shor/ lrons!l1ons (L • /5' or less) ror lon9er lrans!l1ons vor1/ re1n/'orcemenl os 1nd1cafed above NOTES Provide tJ conslrucl1on J01nl be/ween the lrons,lton and /he storm drain 2 Ex/end /he lon91ludmol remlorcm9 Slee/ of /he !rons1!1on 2' ,n/o /he Jropezo1dol chonnel 3 In lieu of ploon9 !he dowels be/ween /he lrons//1on and /he reclon9ulor slorm dram. /he lon91lud1nol re1nlorc1n9 Slee/ ol /he slorm dram mol/ be extended 2' 1nlo /he lrons,/,or, slru clure 4 5 H max ti min L b b; Z~ £/e,r ~ f/eY 4 on /h? p/a/?.s are as s/JowrJ Si?!? :4ulomol!c Dramoge G'ok Dt?la1/ • Sheel D0-8 Round In/el on/I/ LONC/Tt/0/NAL SECTION lo spnn9 line ~ Mod Headwa/.' --.....__ ', 2' C:r Tl/PICO/ l._"Or T'lp1col t '4 con/ parallel lo lop / "b"Bors--' /,4@!2".r2'·0" 1 Dowels 'a" Bors SeCT/ON 8 • B T I 9" Provide 6' /hick 811 I b ~ ,... f TRAN.SIT/ON ScCTION C-C TO C/l?CULAI? NO SCALc / 14 con! para.'/e/ lo >op ~4@/t" ·a· Bars ,' cu fl of A99re9ale tn bur.'ap Oa9 securelt; !tecl STORM DRAIN r " " 0: l:: I I 2'0r l;;p1ca/ 2 'Cir 1(/,thCtJI '4@ 12".r.?' Do>t -----+--"a· Bars I I I r""A/ternale /or 60"dla I I~-~~ L _____________________________ J SECTION 0-D R. c. TRANSITION STRUCTURES STORM DRAIN DETAILS Revised 9·Z/·66 TS K LJO-o _________________________________________________________________ _1. _____________________________ 1_ _____________________________ ~-------------------------< f1 -1 I rDISIGij o.,t ,,,~, DAT, /1.,/ AMOS 11 ~ A L 9" "4 bars, Total-2 or bars (welded grates). For bolted "4 oars @ 6" Cut iG off ends of bolts (bolled grates) ;;;:•4 Hoops ,;, 12" grates, tock weld one nut to bolt or , 1 ,. Edger 3-10-2 I Finish peen threads to hold one nut . ,- 1 I I I I L_ Dike or Curb (Showing 4" A.C. Dike) Variable lo 5'-9" max. into walls 3" F11lel PLAN -½ Outside 010 +I-½" 4'-o" GRATE FRAME DETAIL GD-AC NO .SCALE GENERAL NOTES• to 2·-10-½" Max Bottoms not reinforced SECTION A -A I ~ 4" I l'-8 ANCHOR PLACEMENT DETAIL 2 '¢ Anchors I 'H' 1s the difference ,n e1evot1on between the outlet pipe tiow ,oe and the normal gutter grade line undepressed at the curb face 2 For 't' wall thickness see Tobie A, 3. Reinforcing Steel ,n walls shall be "4 bars at 18""' canters placed 1½" clear to 1ns1de of box unless otherwise shown . 4 Steps-None required where 'H' ,s 3'-6" or less Install one step 16""' above floor when 'H' 1s more than 3'-6" and less than 5'-o" Where 'H' ,s more than 5'-o'; steps shall be evenly spaced at 12"* intervals from 16""' above floor to within 12"* of the top of box. Place steps in wall without pipe opening, or where there ore openings ,n oil four walls, place steps 1n wall with the smallest _pipe opening. See Std. Pion D 74 -6 for Step Oetml 5 Pipes con be placed in any wall, but ore limited to 54" max diameter in the side walls, and 24" max diameter ,n the front and rear walls 6. Basin floors shall hove wood trowel f,n,sh and o minimum slope ot 12 3 from oil directions toward outlet pipe unless otherwise shown on improvement plan. 7 Galvanizing• See Std Spec1f1cot1ons or Special Prov1s1ons. 8. See 'Standard Grote Deto1ls' 077-for Grote details and Weights of Misc Iron and Steel. 9. See Std Pion D 78-or D 79-for Depression Deto11s 10. Full penetrollon butt welds may be substituted for the fillet welds on oil anchors 11. Standard square, hexagon, round or equivalent headed anchors may be substituted for the rtght angle hooks on the anchors shown on this pion. 12. For Allernollve Reinforced Bottom or Allernot,ve Half Round Bottom, see Std Pion 073- 13. For Key Detail, see Joint Oeto1I, Std Pion 073-. 14 Retllforced foundot,on under dike or curb 1s not required when m1n,mum distance ~ 3'-10-f is used. TABLE 'A" /j r 3:.. 0// or les.s 6// 3::..1// or more 8" B L .--------+--,-/2'x/2'x 0./7' ,4. C Apron I /J "'1 ' II "" B ~~~---,,Cl-· -------:-~~...._-,~1J#x 3%,, ;f'eys I I' 4~cJ" ---W I SECTION "B-B" I I I I I' I I I I I I I I '~-----------1, \, ~ V "'.~ f -~--lf-ttt-- f " / (\,l I \---------'--------- 10·1 \1 \ I I -----------f ________ ./ IZ'.xl2'x0.J7'A C Apron) / PLAN GD-RA NO .SCALE. 71/6'' Typ/col B _J ~ C * L 'I-,, \") .-, '·' ✓~/jf// I (-,' l No /7.346 DATE APPROVED /4ac1/ ,?2 /!174 1~11-½' 1~11}(/ ~// ' ~ C '<) _J ,, f') T ,-, I 0 SECTION "C-C" GRATE FRAME. DE.TAIL, GD -RA REDUCED PLAN USE SCALE BELOW t: I I 1 ~ 1 3 3 INCHES ON ORIGINAL PLAN ~ ? f------i---r----,-~~-~:-r---------------------------------s_r_o_R_M_D_R_A_IN-----::--DE_T_A_I_L-;::-S::-::--- PP'j,;f ... T ::" ,nee, "l,.T[ U(S!'j/,J c~~ "('"' ,,p:.i; ,!'!. ~t'C""',..,,.~, t• ,.,~TE £}LJ-6 X X --x----1 X ~ 1 J l j l t j X QV } } FORM HD 92 PF I ~ ~ - I I I I * 14" I l.~ --------~ l I I I I I ' I -----·----------~ i PLAN VIEW I I .4 SECTION A-A l-c> A FRONT ELE:VATION .&NOTES: I. An alternate $1ep may be used subject to the approval of the engineer. 2 All steps will be firmly and rigidly set and no cones or shafts will be accepted with bent or crocked steps. 3. Steps will be galvanized ofter bending. REFE-RENCES MAIIK OAT£ Los ANGELES cour.n:h 01'.■CIIIP'TION FLOOD CONTROL DIS~t 1-,,,...---,-----1------·-------~-* zrz2.i4-ev1sed ~ STAN OARD A //-/.9;5&, Rev,~ed~. REVISIONS ~ 5-7-"" 't!vised(Dele/af DROP STEP l"'O/e. i:i Ovl!el Axis /l:ovl / I I '-L---'-----.--t--L PL4N NO.SCAI.C L .Et MODIFIED MANHOLE JM c2 'A' Dill County Total l'to•ct N. S....._ 07 Cira 7.3 2.1 4.o BO t:Jz IL_~~ - - -----OESIW-ENGINEER REGISTERED CIVIL ENGINEER NO /7.34.5 . DATE APPRov,D A;:,c1 I 2 2 I .!J 7 4 REDUCED PLAN USE SCALE BELOW t:' I., ~ ·::J 3 INCHES ON ORIGINAL PLAN 2 .c/,;yQ/1ons 81 f 82 a,op(y al' .Sl'a1'1on Pomf and an,• prolon9al1ans of' ,nrer/ .slope 3 For .sleel .schedule and wall l'h1cA-a~99 .st1e Sheer 00 DD-7 .0 0 § T Tnree sizes 2-1/2" 6" N 8" L_' \r = SJ Reducer CROSS SECT ION of CONCRETE RING N I 2 Morlor 36"RC P hqhl VERTICAL SECTION of MANHOLE SHAFT NOTES I-CONCRETE for poured un,ls shall be closs A 2-JOINTS sholl be filled with I 2 mortar ond neatly po1nled or wiped on 1ns1de of shaft 3-COLLAR of 1:2 mortar around cover frame shall be om1f1eQ 11 ~ock und all streets and In pc,ved streets 4-CONCRETE RINGS shall be of lhe dimensions shm·m one reinforced as shown hereon 5-STEPS shall be 3/4" round golvan,zed steel Top c;tcp shall he pl0ced d1reclly beneath 1he manhole cover frame w11h legs extenc11ng 1nlo \-,,<ill of shaft on radial line!; W1dlh of all sleps shall be i'-2" belween Icy centers Excepl where shown ol~er,:,"1se1 spacing of sleps In shall shall be 1-5 between ce'11ers 6-CENTRIFUGALLY SPUN UNITS may be used 01 the: option of the Conlroctor1 7-LENCTH of sect,ons of 36" Concrete p,pe monholo shaft may be i'-C", 2'-0, 3-0" or 4'-0" al The oplIon of !ht.. co.1troclor Three sizes r5·3t4"---j 2-112''.6"or s" 7 jl-5/B"t --if-114''1,a, 2-1/2" rings jhCII be re,nfcrceq w1lh TWO l/4' ¢ sleel hoops 6' and 8" rIf"!g,; shall be re1nforCed with four and six heaps lied i 5 ,oblerno,\ 10 I { .,,-,-eed , -6 AdJUSI ~ equired he,ghl ' cj: w1lh No 14 A S :l W ycge wire fl"c c 0 ;: ~ ..l_ 36" cent,ifuqally cpun c0ncrete pipe ccncrete rings =.:i:_ llerncle cross wires}-"-1 , en! lo dolled l1ne_J , 1/4" -...... 1/4", Reducer -2-112"-~ -1-3;4" ~ROSS of'ECTION CONCRETE RING -s" - 2-318"---...,. 2-1/8" - ,._ • II •(l"I .. "I oils 1/4 ~ wire rods 1 +.-=-1c.,1,w._ Long1lud1nal rein-~ 3" - forcemtnl shall be '-O"D1a'O r1c: less than 235 j.c 5q inches ,n effe- 11 ctIve creQ________j " 1 0 ri--->---------r"l __J 5"X 2" P,pe seal VERTICAL SECTION of MANHOLE SHAFT DETAIL "c" NOTES -u ~ I 1---3'-o" 010 ;;, 4 f-3.11a" HALF SECTION of REDUCER Fa• use w1lh Cenlrifugolly Spun Concrete Pipe CE TAIL "c" ~hall apply when cen1rifugo11y spun concre1e pipe and rings are used In manhole snofl 1 os ~er NJte 6 TRANSVERSE REINFORCING STEEL for, 36" cenlr1fugolly Spt\p concrete p,pe shall consist of coils of 1/4 rcund rods spaced 4 center to center or closer LOADING TEST ,s not requirea for centrifugally spun concrete pipe used for mcnhOle shall LENGTH of pip• sec11ons for mcnhole shaft may be 1'-0" 2-6" or 3'-10-3/4'' of the option of the Contractor ' CONCRETE RINGS, REDUCER AND PIPE ~OR MANHOLE SHAFT PROJECT En ,nu, DATE OE~,GN En ,neer DATE APPROVAL Recornmeneled b DATE PLAN OF FRAME WEIGHT, 196 LBS i-------20-15/16" I!------21-3116" 7 £24-3/4" -4-i:~ 1 • I 31-3/'1" I I I ~11 NON-ROCKING MANHOLE FRAME t------------b'-----------< AUTOMATIC DRAINAGE 8 COVER GATE DETAIL MISCELLANEOUS 0 t= FEOt.r,,._ 1'11:0J[CT NO 'TO•· 73 ,2'. 7 ,f-.C) IUGIIHIU0 CIVIL IHQIMU.i:t HO /7~4(5 _Apr/I 22, 1.974- REDUCED PLAN USE SCALE BELOW 2 I I . I I I 3 INCHES ON ORIGINAL PLAN DETAILS HEY/.J'ro s-2.,·n A//~ /,,.,i,,o.....,.,d/tw ,------------1..---,--=-------_-_-_-_-_-_-_--=--------=------L_--:_-_--=------=-------_-_-_-_-_-_-_-_-_-_-_-_-1 ___ -=----_-_-_-_-_-_-_-_-_-_-_-_-_-_-_J_--.--......---....-----.----___:· : 1V Ora 7.3 2-7 40 X X --X-------l X X TOP OF MANHOLE FRAME B COVER BOTTOM OF MANHOLE COVER V "l:P'l:,.IINCl:S "!:VISIONS LOS ANGELES COUNTY F""!--=::.:.:..._1-,,.....:===--e-F:...::LO=.:::O:_:D:_ CONTROL DISTRICT • '1-1152 fu.152"t1'nok ~ ll-S2 Rr11,,H ❖ ·l9 54 -s«I oil not.s A ~ •1,-,1 ,u;,o1 n.-'e MANHOLE FRAME AND COVER FOR CATCH BASINS / 1/. /, ' ' ___ .,,, '> I ~---------->=:--l----f---i \ \ \ \ C.,,.IL-•• .... t--7• ---7 I , .,o·,:z-.:::..r~-~-~\--{~ \1;, # ,;;-.. ...... I o,,.,.,,,,,.."1M p/fl.:_,«I _________ _ 111:\11.10~_!. -~----iii-~ .u,.,,.,_##nJ I ,..Jl,.(lf .. ?A.., .' \'.._\-1..!.::J ,-;, ,_,..,.... ~• '--IJNM.,,,Plr# ,-• Aot'Jrl"r"lr S"1tr.{1-0N4) r-.r f '41_,.,, 1'-.,.,.,_,_c11p_.(,'All,,,~11'19<lt) ,,...,,,..,.,-s_.,.., --caw,-1tj'.,.J•-..,•«,,,.S,,,,,,,.rl,-Jt _,,_,_,, I' #~I-•# S'-1-,.; ~1/w# _....,J.H,._ ,.._, J •" ... ,,,f.,,,,,.,'i,Ntof'Ct1rclt .,"' ... ,,_ 1 J" J..-. Ht1J,r J_,-J"• lj"c,r,,Q~ '•'1°7 ,.,, \ ' . ,,,... ' I I ;; FACE PLATE E~D 8, SPLICE DETAILS ,i".-10" llollrd Pld• T ----.r tiJJ.II... •, S•rlapo/t,r11attncllarri,,, '-'o..(Nf1,Jl,.-o,l#,f/(J,t•ls,l,adtfd,I$ ""'''I, f Std. 60/Y. ;l'rov9//t 0 S,.,,/ CIMp/1,¥-/ '-, l"ffll"9 lo fyt snv9 ,w,r 111flr1 l#911J. l_) !J of" non-tr,,,,,r,d Sir/. l''f'" fhnad.! \ (P,;1/~!1nd lap For 'i / • 'I Bros, s.clr,f !Jttf :,er.,., l cen t,r,d on fhe a,,,pl,"9. For Prot«:f,on 8or: Spoc1119 Oata, Stitt f- Owg. No. 2-02:12 , DETAIL OF ANCHOR -~~1--------,,,,-------i~I----~~ A~"' 2 [-._, ,,.. 0., J-0232 ELEVATIOH FLOW -set! Nott! 2 SECTION A-A NOTES: /, .. , ... -. .-.. ·:'· .\ SECTION SHOWING LOCATION ~ ANCHOR AT WALL OF CATCH 8,'>.SIN ·w· \t,u,lft" R OF M./111/JCR OF SUPPORT X"LENGTHS (,nc/) BOLTS 5' fo 10' I 2 10' fo 15' 2 3 15' lo ZO' 3 " 20' lo 25' ' 5 25' lo 30' 5 6 AWING OF Tl-£ SAME NUM8£R DATED OCT. 1952 .. 1v1a10N• LOS ANGl[Ll[S COUNTY l'"LOOO CONTftOL DISTRICT REMOVABLE PROTECTION BAR FOR CATCH BASINS ALTERNATE METHODS g°R \TypJ / 5/16"Top Drill 3/B" NC Tap For 3/8 X 112" Allen-He-~ Set· Screw --------+-, --- A = R1 .. f1rc"'9JIUf On,l,jpJctl'Of4'1•" Sf'"",( o,,,1t,,,...sa,11ru,•t1f,1yn,v,ly #1S'1mJ~ oe -,,,,.,,,,.,,,, l)IP('/wt'J lJ"d tMth~rat s,l,r, 10,1tlu,c1p1 ~5·~ .. a ;:~zo;,,.:~,c:,,"::e~"' 8 tltrtlrmt114pP"1•"'"'''r FOR FACE PLATE ANCHORAGE I r r 1 --..J..Y NOTE I Moterlol shall be Cost Sttel 2 Stirrups shol I bt oalvon1zed. I 5"f¥0rl -H ""I" ·o1 slloQ ""?' to onion,. w,M 0011,, of at110,1111,t ,~,o 1 ~:::::::,:,::;.:.;;s1t11•t1olHiJv111,or•{>O"' ,pt1ut1 ou~t/1'¥ 10 l .s.,,,,rl~HJ JIM/I/,, •~1/ ,,,/.,~,~ •c c.,,o ,.O<t ~ti ! 1,,, ,,, cul'b l>(ltt,,. Allaq,•1#11"""1l,orliUH#/11>• .,a,,M,1'4all1, lalr,cat,on Rt:.GIS TERED CIVIL. ENGINEER NO _/7._'.3_4,~'5~--- s ~-i:l-:'~~;::r·~-v:::i ::.~:=.:,,.._-:-;::: {AJ llolw',,-t,,,,-,1 ff~,,,,, S"111t111 H 6/: ,. __ 1N1,1w111, r#t/1/;N. £.~1::;:,,:; ";::,;,.. <:,..,,, al ,,.. ,,,-.,,.c,_ I• ,, ,.,, ,.., ,,..,. I/ DATE APPROVED A,ar// 2,2 /.fl 7,¢ (6) z::;,7";;jt;7 ~" ~=~ ',,o;::: -~·:::~:: 6,! :,;.:: .. ,n:~:;~~:,, .ldfltltf,tr~ ,,, ..., 1>a,, ..,, ,.,, ,,.,,,, .1j1,,,,,. ,,.,,.,,.d,,,,,,. I .,._,,rlfP1N1 .. 1a111'M •• ·•, ''"MCWW1,.,,,.-,;, ... ~d.,d.h"fflt f'1rfo<lp/tlfr.SIIM//}IJ11t.htlwf/H.1n41, .,J,•• ~• ,.,,.. ,a,:dHrf (,.,_1.-IWP,,-f',.J,c,.,Wr/t•• )J'bf• I -••• •' ,.,,,,.c,.aaM,.CA ~-,,,,,,,,,,,,~,, 'I>• '" '""'" '1"9'"' ,~,, r,, ,_, 1 :":,''t/Z~,';~-;t:,.·:; ~:::·:-J. ;,,::;\·:,,::,",::, --;;,;~/;;,-' ,.,.." r::,'7~"'.s~/":../'::a'z-D,;,J .,,o, ,~,, ,., "'«"" "~ fc,c• ,,,,,.. ,_,,, 8 lt,,IJHo of/'ac, Phi• ,I "It+/~•• , ""''"' ••r•P' ,,., a,,_,,, ,_.,,,4 !h,.,, /11,:, 8 (S,, O"j Ho. 2· • • / a,u/ 2 f;,, a,,,,,,. I 9 C11,b 1"4ct siH,11 b• • NN, l,y p,,91 ""' ? 088 i' 0248 2 04I~ ortJSJJo""'•"~•'"' • <I .SN,IW ""C.hrJ J 'f -•• • he~ 6 p,,u,.,rAo,,d,or,n-, -th -ol"ony • ,, u,u,,.,,,,,, """ .,,,,,. 6-,,.,,.,.,, $UP( RS€ 0€ 5 DR•NG 0' $AW( ,.._..11£11 DAT[O 4 1·6~ LOS ANGELES COUNTY FLOOD CONTROL DISTRICT DETAIL OF CATCH BASIN OPEN .. G r -.. ~ I I 0 t: I I : : ·r. I I ' +- -,-- 1 STEEL ARRANGEMENT FOR TOP OF CATCH BASIN NQ I REDUCED PLAN USE SCALE BELOW I 2 I I . I I I 3 3 INCHES ON ORIGINAL PLAN ::.j u TYPICAL SECTION THROUGH CATCH BASIN AT MANHOLE 3 For mslollalton clela,b 6U .Slancla. STEEL ARRANGEMENT AROUND MANHOLE Owg 2-02.32. IN CATCH BASINS NO. 2 AND NO. 3 NOTES Li, Manhole Sholl b, placed alon9 back wall near outlet •z 8t/PER.SEDES DRAW/NC OF THE SAME NUMBER DATED J-(50 All slut shall be '3 bars spaced one/ d,m,ns,on,a' as coiled for on the Cttlch basin standard plans un/lS!J shown d1/f'erenlllJ hereon Clearance shall be I inch f'rom bollorn or slob REVISIONS AftK DATE 0ESC"IPTI0N LOS ANGELES COUNTY FLOOD CONTROL DISTRICT ADJUSTABLE PROTECTION BAR STIRRUP "ltP-1:,.ENCIS 2-D171'" "!!VISIONS a 7-JZ Ch«n,ril ""1r11£,,-, 11_.,r ,,., l-0171 .0 12-n Atltl,-,, ~li,,r,wc# ~ .s 7-~ R~v,s,d LOS ANGELES COUNTY FLOOD CONTIIOL DISTl'IICT CATCH BASIN REINFORCEMENT FOR ROUND MANHOLES FORM HD-76 Pf'" u, uu ""'•"'°'"'"a•• X " X X 0..19n.d T,oced Checked Supe,vllff by #..IA,.,,- " X " . ~1; ~ /Plain or re1nforc~d concrete pipe or C M P f Mo,n L,ne Bedding of inlet pipe - ~~~I& concrete or c ompoct soil to relative densit'f required by spec1f1cot1ons - ~ und sturbed : ½OD I r+ - -~ . M:n • Cl D SECTION B-B CASE mortar-... s See "Joie 4 I ·No1e ~~ ie, S 3 I A SECTION C· C SECTION A-A CASE REVISIONS A S.-.·, t, 8 • 66 added 1---'-K_O=----l ffi 4-1-72 Rev,sed Concrtle Qes,Qn011on J A<> Dore 011,gn Eng,nter Doll Note B l / For outlet stt Stondord /:' Catch Bos1n plons , / Varies to su11 \/ cond1t1ons . ~. . ...• ' I I I ' Catch bos1n Floor or reinforced pipe or C M P encasement CASE 2 At connecior pipes {w1tti1n the onqles specif,ed for Cose 2 l sholl be encased wnen laid with,n the main 1,ne e•covoted trench, or -Nhen lard on fill wti1ch hos not been densif1l'd NOTES· CASE ANO CASE 2 Angie A sha1, tie belween 45°ctegrees and 90 de~rees and D sriai1 t:e 24 ,ncties or less For "Jmoller voIues of A and la•ger values af D, use appropriate standard structure 2 In nc case s110II lhe outside d1om,ter of the 1n1e1 pipe ex- ceea '.)re-t'lJlf !he ,"IS1de a·ameter of the 'T'IQ1n slorm dro,n 3 !enter line of inlet shall be on radiu" of main storm drain ~ ... cept where E1evot1on S 1s shown on project drawings 4 Ttie opening into The main storm drain ,shall be the outside e11ometer or the inlet pipe plus one inch m1n1mum or 3 ,ncl"I max1r,,um 5 All corrugated meta/ pipe and f1f11ngs sooll be qol~on1zed 6 ff Angle B 1s 45 degrees or ltss, use Cose ,s greater t~on 4 S degrees, use Cose 2 7 Burn or chip end of connector p1pt flu\h w,r~ 1n"tt aurflc• of mainline pipe RounG ed~ of concrelt p1pt ai ~..,,,o;etO concrete p1 P• A 8 Sto!,on specified on drawings oppl>tt ot tllt 1ftltrHCllen of 1ft1tdt wall of mo1n storm droin and center /11tt of "'ltl ,,pe PLAN ... Con nee tor p1 p~ ,,---------mortar _!_ --t::::======::::i SECTION CASE 3 -SADDLE CONNECTION NOTES: CA S ~___]_ I Co"nec11ons to pipes 21 rnches or less 1n d1orr,e1er w,,hout Junct,011 st,uctures o• prscast Y bronc.res shall be rnode wr!P'I saddles 2 Trim or cul ~oddte 10 f,t snugly over The oulS1de of The rno1n p,pe, and sorts ox.is will be on th(! line and grade of 1he connect,ng pipe 3 The opening into 1ne p pe shol1 De Cu' a,...d tr ,,-.med •o 11' lhe saddle so that no port writ pro1ec 1 w11h,n Jhe Dore of the saddle p,pe 4 The connect,nq pipe Sholl be supported as shown ,n Cases I onp 2 Supfr11dt1 drawing of some number doled DECEMBER, 1953 LOS ANGELE!: COUNTY ___ FLOOD CONTROL _DISTRICT JUNCTION STRUCTURE NO. 4 .. RfG r.o STATE FEOE.1, .... PROJECT HO 'l(;..-1---·•_:.•·-1--'-"-' •• "-__,."-j 7 CALIF 7.3 27 4.0 '""'I ..... 83 /.N REDUCED PLAN USE SCALE BELOW LI I • I ~ I 3 INCHES ON ORIGINAL PLAN ~f G~~£Rf/7J45tNfER A,odl ll, /.9 74 :J 00-10 X X X X X X B T 12· 4• 15" ◄'1 .. • 111 4\', 21· 5• X 24 5'"4 27 5,.., X 30 6 it1 33• e11: f,11/ 39" 7" ~ E bars -2 obovt1 and 2 bt1low opt1mng _j__. ---3" Rod,us- (SH not, 3) 1 Vor111 C bars-,. -T .P -#40 ll!"oc or ctos,r T / #. .. / .._ .................. ;..;..,,-----, ........... LE l>ors-2 obor, and 2 bt1low op,n,ng L#4 ta ll!"oc 0, T :.....114 6 !2"oc clos,r -#4 lfj t8"oc or closer A'----C bars SECTION A-A PLAN CORNER CONNECTION D bors-2 ObOYII and 2 b11low op,nmg ~ Ang!, A- ( St!e no/ti 5 )-, PLAN SIDE CONNECTION 12·,,,,,, i---i I '---#4 tD !6"oc or c/os,r bars NOTE-S Rt1mforcing SMt1I, pt1r Std Owg 2-0171, shall btl I~" cltlor from face of concrt1M uni,ss ofht1n,,1se shown 2 Reinforcing slet1I for ms,de foce of catch basin wall shall be cul of ct1nMr of opt1nlng and !H,nf mlo walls of mono/Jfh1c conn11cflon R11nforcing Slfflll for oufs1dt1 foct1 of co/ch basin wall shall be cui 2' clear of opt1nmg 3 Conn11cflon shall btl pour,d monoliffl1c with c~fch bos,n 4 Th, roundlld 11dg, of ouflll shall btl construct11d by pouring conc,11ft1 ogo,nsl a curvt1d form w1/h a radius of 3" Floor of slruc/ur, shall be sh1t1I-troweled to Sl)nng l1nt1 5 Connt1cflons shall be consl,ucled when fol P1pt1S, 12,nchtlS m,ough 72,nches In diameter, inlet or oullef fflrough comn of co/ch basin (bl Ang/ti A, for pipes 24 inches through 30 inches in /,\ 'd1om,f,r, ,s 70° or less ~ (c I P1pt1s, tS inches through 72 inch,s ,n d1om11f,r, mlef o, ouf/el through tM side wall of co/ch basin C oars D 6 E B T bors C bars D 6 E'. bars LOS ANGELES COUNTY FLOOD CONTROL DISTRICT <, <, •" •" IC) IC) ~ Ir) ~ ~ 'It ..... 'It * IC) ,_ CONNECTION TO CATCH BASIN FOR PIPES 12 INCHES THROUGH 72 INCHES DATE NO. 2-0224 NONE MAR 19~6 SHEIET I OP' . ._ I, A~/ ,__ f"(SHIVo/4' .9/ / ✓-~ B u t,,- .L--21-- . I '-I •' ~-~ ..... fo,a hole on tlOCh corner for Anchor Bolts- ( See note 6)---·----' ~ " 2-4-4''x3"x-j~36~ -. I x;f $/eel Bors PLAN Ii::, 0 ,. . B u .. ~J(Typ) _l. ~ ' '_..T,e Rods- Top of r;ralmg and frame shall be flush wi/11 ad;acen/ surfaces ,,,io:r -Radius edgt1- (Stle note 4 I SECTION C-C / (St1t1nom Tl I .. '•• -.: .. ~ ..I -8 -,.. ,1{ i.i --c.r -t{ r- 1,,, 5~ ' r I Anchor Bolts- \ (Stlt! nott1 6) ~ SECTION A-A £ CENTER SPACER End Spacers, , ;; 3J; 40" bars see De/01/. ---,1 3~51·-· _______ _ l?=.l:l1"",,.,.,1,-'-;f_./ ___ 3_'-4_i_ .. :,(:=========1_4-, ._.-"""--<_, NOTES ~ ~ J a~ .. 2" -z:_·-Ce~ni"'e~r-S_p_o_ce_r_s ___ Se_e____ • 1 £,1', I Center Support Assembly shall be used when two or pore grolmgs Detail ore specified for Co/ch Basins No. 4, 5, 6 or 7 Use 5 -18 9 If (HI ,. ~.. Beam 36"/ong for Co/ch Basins No 4 8 5, 42 "tom; for • ii O,a holes(Typ) Catch Bosm No. 7. Use 6 W" 20, 62" long for Co/ch Basin Na 6 If Ille f'ronl lo bock dimension al' /he ca/ch ,bos,n 1s yoned, /he len9lh of' /he cenler supporl .beam shall + SECTION 8-B f be wned accordtn9ly *U2 DELETED 3. All exposed me/al ports shall be golvon,red. Welding, machining, 8 dr,//ing shall be done before golvomrlng All dimensions ore fmished dimensions 8 'include golvonmng. 4 Frame may be riveted or welded Frame 8 Grotmg shall be tested for accurocv of fl! 8 shall be morkt1d ,n sets befo/1! delwerr. .. □ ~JDKJ bo/ls-(See notes /85) 1· Normal direcflon of flow , 5 Ball holes shall be 5/e·o,a unless otht1rwIst1 spt1cd1ed. Bolfs°r not rivets or welds) shall be used lo 101n two or more fromt1s to (HJ btlom ~ D ~-t-"-, II 6. Anchor Bolls shall be f'o,a x 8" wilh square head 8 nu/. 7 Tie Rods ,,shall be {o,a x 25/." lhrt1oded /"on both ends. Ust1 one, -j D,a square head nu each end " D I r Min Contr 3.L" ~w .. --------------<+- PLAN J_. I + 8 All ports shall be of structurol grade slt1t1I, except spacers, which shall be either cos/ 1ron or steel 9 #Flo's Ta.be moo'e a.r Ot,t/er 9ra.re .bar arJda/ 6'".ma,v. ce,-v'ers /'or /n/e/'lo.r ,bars 10 Slee/ bars .ro ex.ri?no' o;-er space be.r~en gro/4> .bor.s and gral,, /'rqme. Pram~ a;,al )Vo. J-P:2.-,._7 Graf.~ = 5'6o~s Prdl11eJ and lwo No. ;Z -O~-:i. 7 f.rc?/4-s = // 2CJ .li,s S"Mm .Beann9 ELEVATION Rear ,wall ol' C ,eJ 5"-/89 H-Beam or 5M/89 ft::,£' -6 W' 20 for CB Na 6 SUPERSEDES STD OWG NO 2-0106 lh1ckness per .5/cl Owg CENTER SUPPORT ASSEMBLY SECTION 0-D DATll + 5-56 t,. II ·'57 • 12 • '57 □ 10·'58 ,1:, 5·9·68 ~ 5·/9·59 REVISIONS R1v11td RtYIMd Oll■Cl'IIP'TION Note 2, DELETED Rtv11td Added Chor19,Q' ('1nl,r ~v,oporl Al8y 0,/11// LOS ANGELES COUNTY FLOOD CONTROL DISTRICT FRAME a GRATING FOR CATCH BASINS """"'0"'1EO IIY } ... ~ '"'if1; ,. CMIIII" ll INlll:l'I SCALE DATE NO. -0227 NONE MAY 1956 SHEET I OF I 07 Oro 73 REGISTERED CIVIL ENGINEER NO. /7,345 o•n APPRov•• A,ortl .?R, /9 7,{ ro "' c::O z (/) (Tl 0 rn C :,; "" (/)c VI 0 on z· l> (Tl 0 f;;c "' iii z ill -0 .. N r 5• .. r :,; ~ .. z l(Jj X X --X X X I W V(ft) t FRONT WALL REAR8ENO WALLS OF IFr To (ml STEEL 8FLOOR STEEL CB ,om 'md) Hor. Vert. Eoc/J Woy to7 4 6 113@6 "3 tl6' " 3 (J6" to 7 4 8 8 114 tJ/2"'1"4 (J/2' 11 4 @ 12" i-.:-to=---:...7....+-8--'-----!-'!.:C..'2 -/0 "4 @Id' "4 @10 ., " 4 @ IO" l--/4 _ _,_---'_4_c 6 "3@6""3(ffe6" " 3 @ 6" '-'--/4~'---+-~4---+-~8 8 "4 tJ/2" 114 rJ/2' " 4 @ /2" 14' 8 !(T!Oli-4 08" "4 1!'12" " 4 @ JO" ,__1_4_+-!_0---+-!._'2 _J.Q_:!_4 t,6""4@I2" " 4 @ JO" WALL AND FLOOR STEEL SECTION I CATCH BASIN REINFORCEMENT-"W" to !4' (lnc/.1 V(ft) FRONT WALL REAR WALL STEEL £NO WALL r, t STEEL ____ ~-_.,.5_Tff_fi __ L&-rom 11,n~/ J 11n) Bors A a B Bors C Bors O Bors E Hor. 8 Vert 4 6 " 3 tfJ 24" --li)-"iil? J---------JF4o,24" "3 ,g/8" 4 5 8 II 3 @20" "3@1211 -114@24" "3@14" 5 6 8 It 3 ~ 12 •• lf3@!01" -114@24 11 3 IJ/4" 6 7 8 " 4 l!J I 7" "'13f!l8r" -1#4 ~24" tt3 IJ 14" 7 8 8,, 4@ 13" "'13t,6f --""4 @24" "3@ 14" 8 9 JO 11 4 @ 15" 'il3@7i" --'"'4,g20'' tt3 (? I I" 9 /0 10 # 4 {ii 12" v,4 (!112" --IN4r,20" "3 0 I I" 10 II /0 "5@ 16" --"4(' 11" "4 (}18" "'3@ JI" II 12 /0 ,, 6 (j) /8" --"4@9" "4 r!'/3" "3 (? II" X=(V+t)-(CF+H +4}") Y=(.lL y:..t-) +!5dta.-2" WALL AND FLOOR STEEL GRATING BASIN REINFORCEMENT I I NOTES I TOP SLAB REINFORCEMEr.T For detailing of r~quired steel,see Catch Basin Standard Drow,ngs For dimension "b" greater than 4 fl ,see the soec1ol design of the lop slob reinforcement shown on the required structural pion 2 WALL AND FLOOR REINFORCEMENT, The ,nd1cot1d re,nforcing steel applies to Catch Bas,n Standard Drow,ngs No 2-DIOl,109,160,162,163,164,170,195,and 2491 anJ 2 All c"otch basins consfructe1 on streets des•gnoled as State Highways shall include the re,nforc,ng steel shown on this drawing Catch bas,ns constructed on streets not designated as Slota Highways unc!er the follow,ng cond1f1ons requ,re W•JII and floor steel reinforcement: Basin O~n,og ( W) To 7 feel (incl) Basin Depth ( V) 10 feet or more 7 feet or more 6 feet or more 7 to 14 feet(1ncl l 1410 21 feet(1ncl l over 21 feel All 3 GENERAL Steel re,nfoccement shall be per Standard Oraw,r1g No 2 ·Dl71 Steel to concrete surface, cr,d clearance, shall be I~ 1r1ches Volley tyoe invert ,shown by do shed line 1n Sect,on, requ,red when connector p,pe 1s ol,qned tn end wall of a catch bos,n For the design of catch basins with o V·depth exceeding 12 fe~t, see the reqJ,reJ structur1I plans SUPERSEDES drawir.g of some nurnber doted July 19~2 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT CATCH BASIN REINFORCEMENT CHII[,. ,ENGINl[U• SCALE I OAT~ IDWG.NO.2-Dl72 NONE 5-15-6B SHEET I OF I l: REDUCED PLAN USE SCALE BELOW I 2 3 I I I I I "" 3 INCHES ON ORIGINAL PLAN --1 I DIST I couHTY I 11oun I ,on 1111tu rout ,11oacr I •i:,~u I ro_,!'.!-_ tJ? I Ora I 73 I 2-7 / 4-0 I 8~ /!JZ I DP:Sl&Nt1/ ENGINE.ER REGISTEREO CIVIi. ENGlNEE.R NO ~/7.c.,'3"-.:4::.;5,:__ __ _ om APf'ftOVED A,,9r// 22, 1974 CONCRETE REINFORCING STEEL INSTITUTE STANDARD A615& REINFORCING BARS BAR SIZES WEIGHT NOMINAL DIMENSIONS -ROUND SECTIONS OLD NEW POUNDS DIAMETER CROSS SECTIONAL PERIMETER ( INCHES) (NUMBERS) PER FOOT INCHES AREA-SQ INCHES INCHES @ ® .167 .250 .05 .786 ® ® .376 .375 .11 1.178 @ @ .668 .500 .20 1.571 ® ® 1.043 .625 .31 1.963 ® ® 1.502 .750 .44 2.356 ® (j) 2.044 .875 .60 2.749 CD @ 2.670 1.000 .79 3.142 [O ® 3.400 1.128 1.00 3.544 ~ @ 4.303 1.270 1.27 3.990 ~ ® 5.313 1.410 1.56 4.430 The new bor numbers are based on the number of ~ mches mcluded m the nammal diameter of the bar Bar number Z m plam rounds only furs numbered 9. JO and II are round bars and egu,va/ent m w,e_1ghtamj nomma/ cross- secflonal area to the old type I'; l'B and it 8':juare bars LOS "NGELES COUNTY I I DAT[ -JULY. 11$2 FLOOD CONTROL DISTRICT &Renseo' /-/9-71 I 2-0111 ~0~L----~----.--.----------i-------------r-1--------r--1-----,:;;:~~--~ 1""" P~le<fE,.IM" 1 lla!o 0o,lgoEoglo-I Do,o AppmolRocommoodedBy lla!o I I F)DO L"'l"R 8\l'a!.\b9 oo-1z FORM HD-76-PF I X X I X ~ ~ ~~ t ! r ¥ ~ ~ ,;: ! ¥ ► :g i 8 l ::. .,: ¥ Ji) ~ \'I) oi -;: '9 t, I;::, I ~, I 1-,o. ____ 11~·------i ' I I • ...... --Dowel : -, Dowel - -T---r--' ,' ' .---\ -I -Anchor per Dwg ! -t ____ i_, _____ l __ ~--HH-}~~flt.~ :-~-04'~~~d232 ' I I ',-r 'N' -----,I I ,Rein! per Dwg !")I -I I I , ~ __ _.__ -~1--1-+ , __ ....,+ I ) No 2-D232 -N: ---+T~~§':~~,::--Tl+tll--1 , ---3" Rad A : : !,.z i-----~, A U -1 I U' ·w1 [ \\I -~: I ~f :1r I I I ' I ,1. _____ _J (----3"Rad ' +:---=-=f,=-----:-rttf +-H _ -fl-~ - --Dowe I per Def a, I :--N•111I J--~ll(:,--4"Rad -t~l1\,~--------~~.111 ( I 1 '-Dowel s-J,N' Anchor- TOP SLAB-STRUCTURAL PLAN Frame and Cover per fRod,0 _ Dwg No 2-Dl56, /J /-Dowel ;oce Plate and Opening fAnchor /per Dwg No 2-D232 I __ _,_T --------------./ . r I II x-,., ==: t ,.€} :, ' :t-' -I ' ' i:: / ...... -1.,.,--;-Street or _t.J.; ____ _L--f __ 1 L D surface Dowel ·--ii---~; h ,-_-JJ Subgrode .,, .o, z, ]f- 'i £:!1 I 1 O pl1onol --,1• r----,' "" Protection Bar per \ Dwg No 2-Dl75. • 4,i4" \and 2-D232------ i--_._. I I 3" Rod, I ,1, Step per Dwg No ',, 2-D96 and Note 5 _t _ _l _____________ g _____ ------ Slope to outlet from all direc!ions ,, -. _-,---I -.. ... _/ ' --Alternate connections >i per Dwg No 2-D224r ~-•-----------1 '<.0: L - ----L--'------------''---==-'--1-----'--- - - - - - - -: , 2" --1 -, .,__ REVISIONS ~ I MAIIII< SECTION A-A ~ ~ ~ Curb ~ ______ !;( ____ ~ ' I T--,w 3 bars, 4 req'd :. I '--- ,...,: .. 90°' \ 9Q~ .1 - DETAIL OF DOWEL ·1 ,.."' . . r~ -Anchor Frame and Cover per ,. Face Plate and Dowel-, -_,.. Dowel per ,,. L D N 2 D 56 _ 1 Clear ,Dowel , f---' ' f ~~ i i D➔etod-~, ', t' i --wg o - I , : ,/,Anchor / ~:en;gDi~~ Dwg -, 1 , , ~,.,----., , T ,, ----· · -,.-----------1- -j--__ ,I:\------------+ ---4"Rad,us~: :: ,--------t+,---~'.i~~;;;.,.,;;,1\/, : Street or 1 ___L~ t-1--t-D' I 0 £,i: ~"; -Dowel ·~,:: I 1 '!': L D surface,: ' : if ' I : ' I I '' o, ,, -,..._: ,-----,----:;r: I ~ -" I / "-' -• L' :---I '<.0:_ ol t -~ Protect,on Bar and 1 / \ u'-_ -----, --+-~ I I ~ ~: • Support Bolt per Dwg I/ : /?/' -i--1 ~i 4,. 4,. No 2-Dl75 and 2-D232'L I yp --t-"'I ~---1 I H-+-1 I =--r1 I ~t ~~ --~~~9:e~~w~ot~~-5 t-d~~m=,;, >: I -r-ti N' 3 Rod __L rt t-1--+-tt--Rein! per Dwg _I_ : I l No 2-D232 I I I .1 '-=~---'------'---..c...:..;'-"--';__'->-.---~ ~ --,--ur1=rn-~ ~-.Anchor I , : " -JI l , r-------'----,--i- "' ;r:: I I I -r-t-++-l+JJ : '°i \ /.--<.O: + JJ __ ! ----'·Subgrode opt,onol ~ ~_?"1~---------L I •• , '''' ,-, •' r--Reinf@2"AS SECTION A A I ' ' I I -'Alternate connections I I I I , " per Dwg No 2-D224 l-·3 Radius ' I i---JLJ~~, A : 11\\ I ,-~ \ii l L __ I I I ', I -3"Rod ; V f-----,, _L.2~~---,t-tj,--1-t 1 --~ _ _/ , 1~ ......_~ ... , .--...n ----4 Radius -1 _ --ti \ / / -i \ =-~ -:i, l Dowel _,_/ /1 Remf fjJ2"AS' :~, / k.__ Anchor per Dwg ( Dowel \ 'No 2-D232 'All M H locat,ons per Dwg No 2-Dl57 -Curb TOP SLAB -STRUCTURAL PLAN Supersedes drawing of the some number doted August /950, REVISIONS ~ I MARK I DATE I OESCRIP"TION CHl:Cllll:0 ■ Y ~ ---01t•1GNll:D ■Y ___Q__,!£_ ■u ■•tTTIO ■ Y ~ 11 h Nl>'ld ,~N191~0 NO S3H~NI £ :::i I I I £ Z I 0 M0738 3711:JS 3Sn II N'11d 03:>na3~ 205-/7 ~ ______ Ef ____ -~ I I f--~~3 bars, 4 req'd = 1 '--.... r<): 90° ' 1 DETAIL OF DOWEL :...-; X X NOTES CONNECTOR PIPE Locote pipe on any ollgnment around the walls of the bas,n os shown on the general pion P,pe shall De trimmed to the final shape and length before the plooement of concrete 2 CONCRETE Design, t;, 3,000 p s, compressive strength of 28 days Floor of the basin shall slope from oll walls lo the outlet ond shall be given o steel-troweled surface finish Curvature of the s,11 ond side walls of the gutter opening sholl be formed by curved forms Surface of all exposed concrete shall conform ,n slope, grade, color, and finish to the existing, or proposed, curb and walk odJocenl lo the basin 3 REINFORCEMENT ( Sid Dwg No 2-D 171 ) Top Slob -No 3 bars required as spaced on the Structural Pion Walls and Floor -As required by Stmdord Drowuig No 2-D 172 4 DIMENSIONS Curb face of catch bos,n opening shall be 10" V•~·-5·: t•6" and b•3'-2" unle&S atherw,se &hown. 5 SEPS ( Std Dwg No 2-D 96 ) Vic 3'..Q"(incl) , place one step 12 inches abase the floor of the basin V over 3'-0 11 , place steps at 12-inch intervals from the floor of the bos,n with the lop step of 12 inches ( mIrurrun I below the top surface of the lop slob Supersedes drawing of flu, some numl,(Jr dotad Auo. 1950 LOS ANGELES COUNTY FLOOD CONTROL DISTRICT CONNECTOR PIPE CATCH BASIN NO. I PLAN, SECTION, AND DETAILS OF NOTES W~f Locate p,pe at the downstream end of the basin unless spec1f1colly noted o!herw,se on the general plan Pipe shall be trimmed to the final shape and length before the placement of concrete 2 CONCRETE Design, f~ '3,000p s, compressive strength at 28 days Floor of the bos,n shall slope from all walls to the outlet and shall be given a steel -troweled surface finish Curvature of the s,11 and side wall at the gutter opening shall be formed by curved forms, and all exposed edges, or corners, and concrete to metal frame edges shall be given ¼ .. radius edger finish Surface of all exposed concrete shall conform ,n grade, slope, color and finish to the existing, or proposed, curb and walk ad1ocent to the basin 3 REINFORCEMENT (Standard Dwg No 2-Dl71) Top slob -No 3 bars as required on the Top Slob Structural Pion Walls and Floor -As required by Standard Dwg No 2-Dl72 4 DIMENSIONS Curb Face at the catch bas,n opening shall be 10" b = 3'-2",unless otherwise shown 61nches ,t v= 4'-0" or less 8 inches 11 V = 4'-1" to 8'-0" t = 10 ,nches ,t V, s'-I" or more V = 4'-0" unless otherwise shown on the general pion 5 STEPS (Std Dwg No 2-D96l V to 3'-0"(,ncl) , place one step 12 inches above the floor of the basin V over 3'-o" , place steps al 12-,nch ,ntervols from the floor of the basin with the lop step at 12 ,nches {minimum) below the top of the manhole LOS ANGELES COUNTY FLOOD CONTROL DISTRICT CATCH BASIN NO. 2 PLAN, SECTION 8 DETAILS § ~ ~ ' ' ~ ~ '\l ,l\i ' '() ~ " d ~ ~I~ ~ I:> ~Ii ~1~ '-l ~ ~I Cl) Cl\ .... I.II "' ~ . " ,, 0 "' .: r \' " .. ;, .. . ( A 1• X X I X X X Q<;::.\ \ -::----:, ~ r- f - ¥ - 1 i i - ¥ - ~ 11 i ;' l ~ - i JJ ~ J! 1 ... ~ ~ ~ ~ ,_: _____ --,~,----'y---Alie;n-aie Mc,nht,------------------_ _._!---1 , ,-12 I I locat,ons per Dwg No 2-D 157--, -A ' ' NOTES I CONNECTOR PIPE Dowel __ --rl--~T-t~ , • "'"'--- - -j Dowel pe, Detail -+-4-+-~ Locate pipe al the downstream end of the basin unless spec1f1colly nofej other.,,se on the general plan -tt-n:, , _µ~ 1r-~ i-/ lw£t- 1~-+-Dowel--~--1 I I -i.- Anchor----!-at ,, '-;t--f --- FLOW I~ , + " fl ----11" ~I , 2,Km 'o:r---' ! 1 -, -l-:-_ -Dowel ,tr too :: -~ *' -Anchor -~~±~ ±~ _Jil - - -- - - -_ ' I ~ 3 ,, Rod , u s-=-=..:: 1= ===-~ ~And1;;;r--t-------r+--~ -~ Dwg No 2-D232 \ L:i.c:_;:_t_ '-Rernt per Dwg No 2-C'232 A \ ... 4" Radius \ -311 Radius TOP SLAB -STRUCTURAL PLAN 8" ~----------------l I • I )f '""' "~ ' J°o Oj, l_ DETAIL OF DOWEL , Std Frame and Cover ¾" Rad,us.., _ per Dwg No 2-D 156 Anchor. -IN ,;t, ,_ • n ,c I'" ~IE •~(I ,-Dowel ~-" JI I-----, t ◄- DoNel, ,,.,, \ .'!+· 4~ _ -Step per Dwg No ' ~, O• i • 1 1, 2-096 and Note 5 Z' "' ~. i I I Pipe soall be !rimmed to the final shape and lengfh before the placement of the concrete 2 CONCRETE Des,gn, f~ = 3,000 ps, compressive strength at 28 days Floor of the basin shall slope from all walls to the outlet and shall be given a steel-troweled surface f ,n,sh Curvature of the sill and the side walls al the gutter opening shall be formed by curved forms Surface of all exposed cor.crele shall conform ,n grade, slope, color, and finish to the existing, or proposed,curb and walk adJacent to the bas,n 3 REINFORCEMENT ( Std Owg No 2-D 171 l Top Slab -No 3 bars spaced as required on the Structural Plan_ Wells and Floor-As required by Std Dwg No 2-0 172 4 DIMENSIONS Curb foce al catch basin opening shall be 10" Catch basins for W = 10 feet or more shall hove a "v" depth at the upstream end equal to the curb face at the catch basin plus 12 inches 'N = 14 1 -0", and b= 3' -2", unless otherwise shown v = 41 -0 1 \ unless otherwise shown ,-Face Plate and Open,rg : oer Dwg No 2-02,2 6" ,f V= 4'-o" or less t, 8"1f V=4'-t" to 8'-0" l -----1 I, Street or 1 ;::=: ' L D surface 1 u:D----i I Protection Bar and: Support Belt per 1 Ow~ No 2-D175 1 and 2-D232 1 >1 Alternate connections t, 10" ,f v, 8'-J"or more 5 STEPS ( Sta Dwg No 2-D 96 l ~o 3'-0"(incl l , place one step 12 ,nches above the !Joor of the basin '✓ over 3'-0" , place steps at 12-,nch ,ctervals from the floor of the bos,n "''th the top steo ot 12 inches (m1n1mum) below the top surface of the top slab LOS ANGELES COUNTY FLOOD CONTROL DISTRICT t---r::-b " , • per Dwg No 2-D224 SupQrs11des dro-wing of the some number doted Aw. '5o N, 1 I • 3 Radius i ~ ,_,__ I I CATCH BASIN NO. 3 PLAN, SECTION, AND DETAILS REVISIONS ASH ~ G_J p CW H. ' T-- <1)' -,L:: t J :{-------;- mo••;•~_:,• c.J.~ I ~«::':"«°".:•~~o: W' l _________ l 01¥1 .. 0 ... .,GI~"' ,\-T ~•·I' IM:...,TY Ill Subgrade optional _.J _2 SECTION A-A v4"Rad1us 2 " / )' ' C. , --: : Face Plate and Opemnq per Owq No 2-D232 _l _ _ _ _ 't ' . 1 , • (Support_ b_o!'.: and proleclton bars_ nol req'd} 4fz" -nrr.ff,, / :i::l 'Slreelor T---i-\:1, -Anc/Jorl!:_ t/4"Rodius, 1 L D surface 1'3bors{i)!2''-,_j1--IJ " ==-"~ , AP'P'"'OVl:0 ■Y ..,...-: ·• ,r-, ~ _ /~ / ) ,.r· / ht% &< / C ~ / SCALE NONE DATE 5-15-'68 NOTES CHIEI' 11:HGfNl:Ut DWG. NO. 2-D163 SHEET I OF I I GRATiNG One grating required unless otherwise Sh)wn on the general plan f'os1!1011 grat,cg and support assembly as required by Std Dwgs Nos 2-0248 ard 2-D415 2 CuNNE:TOR PIPE LocJte pipe at j, v.nstr•am •nd 0f bus1n ""l•SS spec1f1colly noted otherwise on the general plan Pipe shall be trimmed the f,nol shcpe und length before the placement of the concrete 3 CONCRETE, Design, f~• 3000 ps, ccmpr,,ss,ve strength at 28 days ; Dowe, P<' Dmd + J,'i C ~·· ~ +r : , 'C i..: ~, rr== ---: , Dowel of end Frame anchor bolls' ~~---L -; -1-~=~ ·1-Streel qrade .,a/ls , u/ end wolf only : 1 · 'Frame and Graf,r,q r;t:1 o .. q ', • I when no L D Flror of the bas,n shall slope fro,n all ..alls to the oatlet and shall be given a steel-troweled f1n1sh Street-side walls 01 the basin shall Le poured to the elevation of lt-e aJ;ocent le.cal depre~s1on or street 5urfoce Curvature rf the end walls at tne iutter 0pen1ng srall be formed ~Y cur-..eJ forms Surface of 'lll e1tposea concrete sf"loll conform 1ri c[:,pe, grode,col0,, Jnd f,n,sh to the ex,sting,or proposed,curb and " j J Ne ~_-, [,,?27 "~ ~-:,,., conslruc/ey 1'2 --.---+1-'--"-~-f'-----------".,_~t _ . 3 odu~, o 1 r ~,;:r ,:;~7 •->lone lo ou/1~/,n i, __ I _ I 1° ~i-------i-o_J-+ _J._t' '-4''fud1us : I Re,nf per Dwq i ti No 2-D232 : ii : tf-2" _j~ I I I I I I • ~; J_ ?".;. j__ 'Subqraoe opflona! 34" / "1 SECTION A-A walk adJocent to the basin 4 REINFORCEMENT (Sta Dwg 'fo 2-D171) Top S11.Jb-As requirei:t on the structural J:!IJn Al/ernule conrec!Jons Wolls and Flcor-As required by Standar1 Drewing No 2-D172. per Dwq No 5 DIMENSIONS 2-D224 -Curb face at the cotch bas,n open,ng shall be JO" #3bors al rt:tHt.1--------L.-.11-~-Ct1nler Support Assembly for V= 3'-6",urle~s otherwise stowr, 0n tt'>e qer,er1JI pl1J11 8"(/yp,ca!} _,ldi:m:-_ _ _____________ ~~ , rnu/t1p!e qroles per Dwq No 2-D227. F.~ ~ ~=='=='=='=='=='=='==t'~-~ ~-I -QI ------------o~~= ' r1: I ,., :~;\ jf lt• 3"Rodw> ! ++ 1 See Std Dwq !vu , ,JJ:cc~~=:, t ~ ' 2-D9f; oryd, Note 6 , :-111 , , L7" I I 11 i ' - I I---,,. . ,, ~ 7 II I ~ :\ A '\.!L \\I -ll----!+--+--ll-''l-'-1'-lf:,'r_-; = ::j::,_-'f,' II b!:-~~ :r .___~~-=--;'l,-----"1-----"1----'-L 'I L "'1 · '-f Grates STRUCTURAL PLAN REVISIONS _!::!_b_1:!_ CY!_H ~ CWH 8" r ~ '\ ~ oij' I ...,,,90• 0, rri, ~ #.3bJn,:!rC',./d DETAIL OF DOWEL Plate Alternate ..--Face Nn / D!_/01/s P"~-~ ~ _J_-~~~ .l ,,~,, . . . ~~., I' 0/,., ./ '/ ,_ -Do not staqqer DETAIL OF ANCHOR le==.=_ -31~ .,, ~ Front wolf ,1 BASIN AND GRATING ALIGNMENT PLAN :, FLOW Ancl>'!r?qe 2-D232 W=-2'-llf' for cine qrot1ng on1 ,Jd1 3'-5i" for euch J111t1or,'JI grating Y = \ anoble to 8 ½ 1r,ches f11'lx1mum t, 6 ,nches ,f v ,s 4'-o" or less; t=81nches ,1 v ,s 4'-1" to 8'-0" t, ICJ,ncres ,1 V is 8 '-1" or more H, O ,ncees when no L D ,s constructed 6 ~ ( Std Dwg No 2-D96) V to 3'-0"(,ncl l ,place one step at 12 inches above the floor of the basin V uver 3'-011 , place steps at 12-,nch intervals from floor of bosm to a m1n1muni ()f 12 inches below lop of the ~roting Construct steps on front wall wr.en connector pipe ,s ol1yneo to downstream end wall Supersedes dro7mq of the sam~ numbu dated June '52 I LOS ANGELES COUNTY To;; of curb - - 4"Rod,us ea side ~Frame anchor boll FLOOD CONTROL DISTRICT CATCH BASIN NO. 7 PLAN ,SECTION, a DETAILS !.--~OVAi. ltll:COMMIENC>l!D/~ -Yu{_'f;"~::-~ at end walls only APP.Revco av -:;,: .... '/J? ., per Dwq No 2-D227 ~ '> U~ENG1NE1E:R ✓,,r DETAIL OF END SCALE DATE DWG. NO. 2-D170 WALL NONE 5-15-'68 SHEET I OF I C ~ t ~~ 1~1~ , IS ; J:: NV7d 7VN191~a NO S3H~Nl £ :=1 I I I. I I £ G I 0 ..a:75-1 M0738 37V::lS 3Sn N'17d a3~na3~ ~~ ,~,~ ~ ~ ~ z ~r"' I~ ~ p ~ ',. IQ ~ ~ ~ ~ i X I -x--- . :,) :i I;-~ X ~ :i l '-~ ~ l ~ ~ j ~ i ~ I ., r~ J~ ~ j ~ IQ l ~ "~: .. 1~ :i:: ADJUSTING GRADE RINGS AS NEEDED 6" MIN TO 2' MAX . • 0 -~ .' 0 ,' , 0 '-0 • I, • . , • 4 •. 0 0 a • ,O . a - TYPICAL SECTION 1-3/16" MAX SEE JOINT DETAIL SLIGHT SLOPE ALL JOINTS TO / BE GROUTED AND BANDED INSIDE AND OUT MANHOLE RING 24" 0 ~ ~ ci2 LI.I -<I'. LI.I > z MANHOLE FRAME AND COVER 2" ASPHALT CONSTRUCT 6X6 CONCRETE 4. \___ COLLAR \ SEE STD DWG ,;-_ S-1 FOR GRADE RING AND JOINT NOTES 0,,1 Co"nty lloul1 Pcnl M,IH ShMt Tot•I TotalP,oHI Mo ShHlt 07 Ora 73 2.7 .f.O 88 I.U . _I/_ rt~-------PROJefENoiNEER REGISTERED CIVIL ENGINEER NO /_Z_.i~L- DATE .,,.ov,o_A,.orlL ~;;', ll.7-l____ COMBINATION SHAFT a CONE SECTION SECTION 8-8 MANHOLE STATION INVERT ELEVATION REDUCED PLAN USE SCALE BELOW 0 I 2 3 i'" I I I I I "1 ~ 3 INCHES ON ORIGINAL PLAN --1 r----------· I VARIES 8" \1IN L---·-. ____ 48" ___ _j JOINT DETAIL ECCENTRIC CONE SECTION DRAWN ___ a_fb ____ _ DATE August, 1971 APPROVED £:".'.o/ . ./"7,c...~ MANAII~ INGNllll:II IRVINE RANCH WATER DISTRICT STANDARD PRECAST, REINFORCED 48" SIZE CONCRETE MANHOLE '1' N, I NOTES: STIRRUP TYPE BEND I. Top step shall be no more than 18" from the top of tht' ,tructure 2. Bottom ~tep shall be no more than 20" above the ledge. 3. Steps ~hall be 15" to 16 •• apart center to center. 4. Steps shall be of galvanized ~teel. SECTION IRVINE RANCH 'NATER DISTRICT GALVANIZED MANHOLE AND INLET STEP 8 A-A NOTE: M H. SHALL BE CONSTRUCTED IN ACCORDANCE WITH A.S.T.M. DES. C-478-6IT LAY MAIN THROUGH MANHOLE. TOP HALF OF PIPE TO BE REMOVED TO CONTOUR OF INSIDE OF M.H. BROKEN EDGES TO BE PLASTERED SMOOTH WITH MORTAR TYPICAL FOR ALL MANHOLES. IRVINE RANCH WATER DISTRICT COMBINATION SHAFT & CONE 48" STANDARD REINFORCED PRECAST MANHOLE RfMODE.LED MANI-IOL E OD-/5 S-2 I I , a DESIG,. Dtllll lnot,at DATE 0n1t;1ntd by Drown b, Chtchd ,, Sup1,,.1tlll by H'JAmos I :.111, o, "•z I I .. 0,, E c/ srR. CULVER! PIPE /f'DNFIJRCE[) CONCRETE ?/PE No. L OCA!ION CLASS ill PROM -Td Ill z4" 301 J6" 4e" 6tl' u" lt!J" '16" ltJl" Lf Lr. LI: Lf L.F. Lf Lf Lf Lf L.r. IA IA-/fJ 668 /B 113 -1c 258 IC IC -10 ??,? 10 IE le -IB 20 2A 2A -2B 70 28 2C 2c-20 46 2/J 2E 4 TeMP ~ BYPASS b.1 (~VE.RT ~~ ~it ~ L.I: er STRUCTURE LIST STORM DRAIN REDUCED PLAN USE SCALE BELOW 0 I 2 3 I-I I I I I -I ~ 3 INCHES ON ORIGINAL PLAN --I "'" The quantity shown m this column for each md1v1dual ~'.lion of work ,s a __ fm~!._pay quantity 7 ICALIF I I I I /)/ I ORA I 7.3 I 2.1//4.0 I HY (/..-.... DIST I COUNTY I ROUTE JPOSTWILES-TOTAL Pfl:OJ f'"NO. ~~--.: REGISTERED CIVIL EN"NEER NO. /7.J,I.S DATEAPPROVED 4,or/l.c~ /974 ~y Lf Lf L.r. tA f"A tA EA u: L.F. £A. EA. E.4 C.Y. er er er Cr C. Y Cr L/35 LBS CY Cf er .5()17 ~f/) TM TM L.I: c.r. I l.51J6 566 .{.5 /070 458 613 246 8.5 2 9.5 45~ 441 /36 789 6 09 12 7 I 72 29 I 57 17 85 2t= 178 19 .97 t---+-------ir----t--+-+--+--+----+--+--+--r----+---i--+--+-+--+--+--+--t----+--+--+--+----,r-----+--+-+--+--+----+--t---+---i-+--+-+----+-- r - - - - - - i l - - - - - - - l - - - + - + - - - + - - - t - - - - - l , - - - ~ - - 4 - - - + - - - + - - 1 - - - 1 - - - - 1 1 - - - 1 - - - - - 1 " ' 30 30 -;c 30 306 748 38 6 14-1.51 .OT 3H 3H-3I 8 313 1.30 31 4A 4A -48 8 34 .37 2 3/o 4 2 48 48-4C 38 /.99 /30 29 8 4C cl 5A 5A -.58 /6 I 9 4-5[} 58 -5c 168 /0.37 /30 184 48 5C 5C -5!J 46 1.23 99 14 5D .fJ5 51 5J-5C /0 4.54 /30 8 2 5J 5tl-58 28 6.39 /30 /0 6 5-2A 52A-512B /0 2.44-I 120 5 2 5-2B 5·28-5-ZC 30 253 //20 3/ 6 I .5 2C .42 52D 5·20-5 28 2 2.47 /120 I 6A 6A -613 66 I 33 zq 68 68-6G 248 3.24 /30 /25 //3 SUBTOTAL I 34-250 70 384 668 480 34 /JO I I 2 I 11.12 6,040 J,422 1242 /92 zast (.(),I. t::: ~ ~ PROJECT Eng_,ntt•i.Jt,,T[ ·~ES G"-1 E.,9 ~H;~ '.:ATE HJ.4mos 5·73 'i:7oml1nso. 5·?.3 AP"R011A._ Rtcomll't~1t<I Dyl :;tr,•[ \ /? r. Bloc.f11r 5·73 s-1 1) , 6 DESIGN Dei, 111,101 DATE 011,1,1n1d bJ 0ro•n 1>, Clltcllld ., Super,,1tdDJ #.JA/?J'r7s \R,illt or Woi I I " '" qv .5TR. CtJLVtRT f'lf'E No LOCATION FROM -ftJ 6C 6C-68 6D 6D -68 6G 6G-6H 6F 8A 8A -BB 88 88 -8C !3C BC -BO 8D 8D -sE 8E BE -8F 8F BF-BH BG 8G -BF 8H BH -BI 8I 9A 9A -98 98 q3 -9C 9C 9C -8F 12A 12A -1213 /2!3 123-!2C /2C /2C -12E. /2D 120 -12c , l2E 12E.-12G !2t= 12G /3A 13A -/38 /3f} /3[3-12£ 14A !4A -/4!3 1413 /48-/40 I 14c l4C-/48 /4D 140 -!4E /4E. 15A l5A-/58 .5Ut3TOTAL STRUCTURE LIST STORM DRAIN * * The quantity shown 1n t111s column for each 1nd1v1dual portion of work 1s a final pay quantity REDUCED PLAN USE SCALE BELOW 0 I 2 3 t:: ~ INCH~S ON ~RIGINA 1 L PLA~ ~ ~ ,° ~ , , •• ,, C('.°;(f:l .. , <>•o,tu ,.o ,,..~,c~i..ja.:_11:_rTJ f_0_!_Aj,,. 7 lc>LJF I I I I 071 OKA I 7.-J I ?714,0 I_,.. I ,~z 01srJcouNrvj ROUTE )POST .. LES-TOTAL PftOJ r~,;a 'a.:.;..-..;: PROUty1 EN&JNEER REGISTERED CIVIL ENGINEER IT.JM DATE APPROv~D A,12c1/ 22, l.97<f (: ~ lH ~-'~ lf'DNFtJRCEIJ C~IVCRETE ?/PE TEt:f '>-..·~ i ~¼~~; ';:/iz rUREIJ ENIJ R. C. P. AIJTOMATIC ROCK .JL!JPE f'ROTECflrJN ~11.t'IASSO u,#ll/tJ~ d.4RRf/lr Ml.ft/,ft?/1 STRUC/URt J/111/JflJ A5f'HALT ttJ/ICf'fll. NllfA ~~ CLASS llE OYA s ~ ~ $ PIPE PIP 'I! • w,. .JECTI/JN CiASS .lY IJRA!N CATE Ct7#CRE1G ~#t'.fETr JTNL (SIEEL dflJ/IIC (MISC ARfAS) 5TIJ!'S/,l.4rL -~~--,----.-.....------.--.----.--..-----+-Cl-irL_~ ..... ~R_'l'-1~ ~ I:: /Nl.£T !,#AN/IPL£ $.P.fC"'"" MU/.100 A Mc!IIOUJ COHCRE/£ (fTRIICTIIJ't, /MIA/OR l;l 11< ~ t----,---1r----.--t-.--+--,---.---,--+--,---r--+----ir--...,....--+-+:-, -,,,.~,"......,,,-,,,~-+-,,-,,,.,,-,---I rOR C, . t----+-,~-*---1r-----t----,-----+---t-=m~ .,,,...,,c-::-GG=---=-"'=v1,..=---+---t----1 ;r;" u" J0° J611 le" 6ti1 6611 !t!J" r;6" ;oz'' . ~ "J ~ ~·· 36. /8" u· 30. Ji/ 60' 30" 36" Z4" .30· 36' t:; fot t:; N;3 ~:cr;El) Slll/ClllfE) "' rLAU. ;n/;;;, FXCAVATI~ BICA" r/lL rrnc· L.F. L ;:_ 'r Lr Lr. Lr L ,F L ,F LI: L.r L.I: CY CY Lr Lf L.r. tA fA tA EA. L.r. L.r. EA. EA U C.Y. er er CY Cr CY Cr 1135 LBS CY er er .5tlrT ff C'( 22 225 /30 7 5 Z2 2 25 /30 7 5 208 30/ 7 413 95 7g /4 15/ 01 66 /]? 560 2/ /5 82 6.31 /30 26 /8 /26 187 148 51 38 22 166 374 8 6 2?4 l.66 374 /20 9/ 252 217 748 103 78 /4 /5/ .07 22 I 71 7413 7 5 /4. 1.51 07 212 200 748 /45 80 14 I 51 .07 ' I 17 4.17 17 20 180 748 6 4 14 /5! 07 44 /.C/0 748 /4 /0 /4 1.51 .07 /06 210 748 40 24 14 I 51 07 90 2.49 748 46 20 40 /.89 748 3Z. /2 14 /5/ 07 172 l.95 748 163 65 14 /5/ .07 40 2.09 748 28 9 14 1.51 .07 226 4.56 748 627 I 03 14 /5/ .07 2.17 748 14 151 .01 I 25 6.25 3.65 25 20 I. 79 748 /3 4 . /56 1.93 748 /69 48 !64 6.48 /3 0 152 50 15(! 6.84 I 3 O I Z. 6 46 60 I 44 /8 /74 2.37 748 28 9 79 14 151 .07 I 20 5.00 3,7/ 20 46 1.80 748 26 /0 14 I 5/ 07 5N /NA 20~ 400 40 I 2/Z 172 I 2 62 /5.42 76.28 15,422 2,427 922 /96 Zl./4 .98 PROJECT E"i•"U•µ-4·( ~E5 ~o,, ~-, ~n \, :ti.·E j R;~;;;;;,~~a ~1\;~ ~s \ -s-2 h' J.Amos • 73 ~loml,nsM 6-7.3 ~ I ~ ~ 0 I 7 lcALIF I I I I •J .. .., I OT I ORA I 7.3 I ,Z.7 /A, I aJ l /~I • 101ST I COUNTY I ROUT£ ~OST~l·TOTAL NOJ r-.;;: •~ STRUCTURE LIST \ /41 r[ 12:A~-...-? ' REDUCED PLAN USE SCALE BELOW PROtJECt/'fN~/NEER REGISTERED CIVIL E.NGINEER & 0 I 2 3 NO, I 7.J45 .~ t::I I I I I :::1 I' ~ 3 INCHES ON ORIGINAL PLAN /!,or// 2.? /974 ' ~ Rock Slope Protection North to South Levee of Son Diego Creek STORM DRAIN DATf: APPROVED , , Beneath Br. No. 55 C -60 " • ~* The quantity shown m this column for each rnd1v1dual portion of work 1s a fmal pay quantrty ~,j l flECAST l'tflCAST AIJTOMATIC il#J/( •:it " A.51-'f/ALT CIIHC/!ffl 1/VATfA ffl'J/1 STR. C/JLVfRf F'lf't lf'EINFtJRCE/J CtJIVCRETE ?/Pc TcMP. ~ -t ! lc.?N'C,fETE CP#CRETE I?. C. P. rLARE/J EN/J R. C. P. ,fOCK .5L!JPE PROTEC/"ftW CLASS I) Al!AltJI? /JAR ,ff/#. MIJC. /,ftJ!, STRUC/t/Rt SI/A,Pf/J i No. LOCA!ION CLASS 11T /JYP,4SS ~~ l'/l'E /,ffET Pl.PE CL. 1Il JECTI/JN CLASJ' ff /JRA/N CA!E CttVC/?E!E CdllCRETf JTf'EL (SfffL 6f//lHC (Ml.JC. ARfAS) l5TOl'S A!JLf CULVERT ~ N,U'lli?iE (Sl'[CIAL} -MEl.t./OIJ A 'iµ.eT/flJI) tJ CMCRE/.e MATL. • '16' ti B ~TPA 1/z ~TPN /MC,{ Cdff.,~TEb (JTl?!ICT!llt, ( Al/lrll/? ff 1•XCAVAT!a1 PLACf AGG l'AY/1,i. //j II zl 301 3611 -1e" 6(7" 66" 18" /{)l" ~t '-.1\ -'6. 36 • /~" 24" 30 ' 36 . 60' 3/J" 36" z4" 10· !}6' IJTi!lt'T/JIE, DICA'rlfL FROM -f/J iaND TON ~,tli) Na3 l?.s.P Trl'fG ' llr!i'c '51'//. u: '/: fr. if L.F. Lr. L.F Lf Lf Lr. Lr.. L.r. Lf J.r. tA fA EA. £A. L.r. L ,.c. £A. EA. EA C.Y. er c.r ·CY er CY er ,L!35 LfJ.5. CY. er er. ,5()r[ JOY~ TllN TPN Lf C.'1. /58 l5tJ • 14D 72 2.05 748 5/ /6 14 15/ .07 I6A /6A -!6F 80b 5'1.5 /8/l 45.75 2508 1415 4-030 & -f6-& * 694 475, 1079 174.0 6820 /6C 8 5 oo I 3 0 5 2 /6D 8 500 13 0 5 2 lb£ 6 500 I 30 4 I l6F /6F • /61 540 54 33.2/ 458 9/5 882 2566 16G 2.87 I6H 3.47 161 i6l -!6tf 248 32 21.6/ 458 418 403 1176' I .. /6J 17A 17A -!68 40 1.94 560 3 ,3 9 /BA /8A -!8C 80 8.90 I 3 0 75 30 /88 /88 -!BC 8 4.8/ /30 4 I /BC /BC -/8D IZ 3.46 458 15 5 I /8D /80 • !6F 200 2.28 352 9/ .,___._ ---------,------------f---!BE 4 695 I 3 0 I I !8F !8F-/8E /0 3.20 /30 5 2 /BG /8G -/8D 38 I 32 II IBH /8H -/81 68 4.73 /30 63 15 /8[ . .66 19A 19A -/98 44 3./7 /30 /9 /0 /98 /98-/9C 42 362 /30 24 /2 /9C !9C-!6G 22 232 560 17 6 ~ 20A ZOA ~ 208 12 4./4 /30 3 2 208 20!3-zoc l/2 5.34 I 30 4Z 25 I zoc I ZOC-201) 90 5 63 /30 39 27 I 200 20/J-20£ 2/J 3.48 130 II 6 ZOE 20f -?Or 52 3. 71 I 30 44 /9 t,.., ' GSIGN Otpt ln,1,01 DATE 20F 20F-ZOH 22 3.92 l/20 23 8 '<' 1,;111d by 20G 20G· 20H 44-1.78 560 22 /0 ~ C\ own bJ 20H ZOH-20/= 22 3.27 I /20 /3 5 IClltd bJ Suptrv,stdby 2/A 2/A -218 t3 4.25 /30 4 I /--l./4mos 2/f} 21/3·2/C /0 8.9/ /30 5 2 . '"' of Wor I I I 2/C 21c-211J 20 662 I 30 /3 4 2/0 2/0·2/F /62 1.07 458 182 6/ 2/f. 2/E.-2./F 6 & 4.38 /30 2 I -Revised July 5, 1974 for Addendum No. I ZIF 2/F-ZIH 46 I ' 1.21 38 17 r1 ! 5tJ810TllL 502 212 362 212 788 8rJ6 86 I l~Q4~ -le& 174 n ?2771 8970 -rH-8+ 3/02 7773 14 1.51 OT 1259 11,807 PROJECT Eni'""'t'.A'[ ~ES•G~ E"g nft'?l '.;A~E AP?ROVAL Recomrrenotd b11 :JATE II && & & -& s-3 H ,/ ,4m,:,,s • 7.3 E lomlmson 5· 73 RF 1.3/oc.fur 6·7.3 ozea.a.-03fii/P/ L Df:SlfiN o,,_ lltft,01 DATE Dt11pd lly 0, .. ,11. ., c ......• , Sv,et',itff by HJ4mos "ttM ef We, " ,~ q I J I I JTR. CULVERT f'lf'l No. !10 Z6A 268 28A 288 LOCATION FROM -TIJ l7D-/7E « 26A-26B l6!3-26C 28A -288 28A -288 A. C. OVERS/PE PRAhV AT l//-f25 IJON!T.4 CY. RO. A.C.Gl/ffE,e (AJ)JACENT ro RAMP v·zJ 4.C. (jl/TTER( S . .8. f=,(0NT4Gc ROAO) Temporory fJyfX}ss BONITA CY. C,fEEK CVLYE,ft;l#LET STRIICTII~ .it our.:Er STRVCTUR~ SHEET (fJ St/EE T (2) SHEET (3) SHE£ T (1J SHE£ T (5) GRANO TOTAL lf'DNr'fJRCEfJ CONCRETE ?!Pe CLAS'S' JlI· Lf L.t: Lf Lf Lf Lf Lf Lf Lf Lr. L.I: 94 22 /2 22 I() 177 1)4-25(; 70 JM-668 #JO 5,f!J ltz64-208 4110 5DZ 212 362 212 788 806 698 12t 46 579 1,048 /26 94 lOOO l/46 686 /669 668 480 1,048 788 806 477 JA?,'1)/ l..i?,b' ~.Hhl Jj;?tO 4~,'1/P t12,W PROJ~C'. E~,,H•t;.OATE 0 ~ES1G'1 E~g,nu;~ '.)A.,.E HJ .4mos ·7.3 .'Elom/,n.so. :5·7.3 APPijovAL Rtto"'"''"Otd b DATE rl I?. F Bloc-1:er :5· 73 ~ R.5. P and 5-lrvclure £xc STRUCTURE LIST STORM DRAIN rLAREP ENP R. C.P. At/TOMA/IC JECIIIJN CLASS .lY PRAIN. CATE ' /811 u· Jo' .J6' 60' 3!J" 36" u'' 3(/ 36' Lf LJ. tA EA EA. EA. L.r. LJ. £,4. EA. EA ) _i-1---"' / 34 /3/J I I 2 I 40 I 212 172 I 2 8.6 I '5.3 142 I I J4 Z69 !8Z 3 I 3 I 212 172 I I 2 for ;f.5 P are iocluded io quaohfie5 ill /6A. ROCK .5LIJP.t REDUCED PLAN USE SCALE BELOW 0 I 2 3 L I I I I I -I 3 INCHES ON ORIGINAL PLAN ---J ** The quantity shown ,n th,s column for each 1nd1v1dual portion of work IS a fmal pay quantity ;:;:~I""' ~1 •t:t., .. •L ••o .. tCTllol• 1 .,~ .. 7,-...:. - 7 !CALIF I I I I . 071 ORAi 7.3 I 2,7/4,0 1 °• 1•~ DIST I COUNTY I ROUT( j,olTIILI•·TO'l'AL NOJ r-:; 't~ PROu,:;tr ENGINEER R'E"Gl51ERED CIVIL ENGINEl:li! NO. / 7,345 DATE APPROVED ,1.or/l .?..?, 1.9 74 u PROIECTIIJN '-.11-CLASSDl«*,HI/IOR BAR Rf/II. MISC /,flJA STRUCIURt .5/IAP@ ASPHALT CtJA'CRflli.M'TO,, 'ff!Hl MEt/.100 A f-------~---~----a1,.-WCRETtl(tJ#C,fETE JTffL r' S!EfL 11r1111/Hf 1M!.5C AREAS) l5J~.!KIA&'f i.M't'TII/J"" C/JNC,fE/£ 'STRtlCTt/Rt, ( MINOR t----+c=-'-_'+---t-:--:-"'."".'"".'":--:7r---::-:--.,---,-,---t-Ul..-jV._V• -"+.:,1 -;-:;,r ·~,=;;;;,----lf--r,r--+.,Wl;;;.;'!L'--1. i,T.?A 1/z ~TM ~WO TON Wll'/J MC~ cvtfh-rE.t ll'TRUCTo'Rc) * IEXCAVAT!a1 1'1Ck'f'IIL WACL AGG fl/Y/,ff Na3 Rs.P. l!rnc· 1/r/lfl. JJl'/1. C.Y er c.r er CY C Y Cr ,L/35 LBS. C.Y. Cr er. .5()rl sorp TtN f()N L.f c.r. l I • }.J} 155 4-Z /.80 748 12 5 /4 1.51 .tJ7 c./0 748 8 2 14 /.5/ .tJl I.BO 748 /2 5 /4 /5/ .tll I. 99 748 7 2 !4 /.5I .Pl ; 17 /85 .09 25/ 2741 !37 {4-0 15.28 .76 67(} Zl07 24'1 225 00 1666 ICJO,600 450 52 8/ - 7172 6040 "?122 /242 l9Z 20.,1 /.()4, 62 I'). 4Z 76 28 15,<1-zz 2427 9ZZ !C/6 2//4 a9S 694 '5}47 !2?9 /74,00 227.71 8,970 11,,807 3.102 7,773 /4 !5/ .07 698 42 212 /0.39 /tJ5.fJ 5014 4;,9/2 J,863 670 Z207 249 c25.tJO ~666 I/. Ol 190,600 2992 l'N-56 150 478 52,P. 2.Si 52 {3/ .-- 1?64 82,Z {04 mo '1-24 8/ /666 49Z. Z6 /90,600 58,438 22,7(,2.. 7185 150 7,773 080 %.2~ 466 5Z tJ/ , --s-5 '· .~ I : I X SOMMA/i'Y OF 6/t/AAITITIES \j ~ !lJ C\J ~ ~ \j \S ~ ~ ~ 1~'} "' ~~ ~ ~ l ~t ~~-~ l)E.SCIVPTION ~ Ir) ~~ \j ~~ ~ \'s~ ~ ~~ \~ \j ~n s.~ ~ ~\j \'.~ t,q~ ~\, ~~ ~!Ii~~ t~ c_:s " ~ ~ ~ ~ ~~\j ~~ ~" ~~ \j ~ -~ ~ t.OCATION {~ ~~ ~~~ ~ "~ ~ II) \I) ~ ~ C.Y C.Y. Tons S.Y. Tons t../: C.Y. s.v. X /?amp l/-1 7,7 393 407 20 l?om,.o (/-2 3.l'l'I l.~/9 l,~94_ 85 ~IS 7 ~ l?tJll'lp 1/-3 1.253 6'29 76'7 .38 8 /i't1mp 1/-4 7.32 405 40~ 20 /.3 -----1------ South Et:1.s/ Ctv1nectitJ11 958 7.37 7.34 .3~ 1,0.30 ----1--- S()ufh lv~sr Ct111nec/i1J11 701 539 2,551 128 tJ,mi/o C,v,yt>n /i'oalJ' 993 ~45 ~7() .34 .Al11c .4,t/,v, 8/,,,,tt. 11,079 r------ /1,;547 /0,03~_ 1,,,8 554 3,370 435 :48,572 L-....:.---- BonittJ C,·,myon l)ettJv, # I I.OIi 51 2,'-22 Bonll'o Canyon /)t1/ovr 1¢12 1,43 .32 l."'7 St1n ,/t,IJljJVln /i'1Jt1d 1.,s.1 I, 102 1.214 l,/ 5,400 t/nlvt'l•SiTY l)n-,,,,~ NtJ,tA 2,,s2 1,838 2,3f5 117 .3,646 12 t/n1Pe,sl/y t).,,iye t>~ttJv, 2,274 114 7,/5~ F,()n/1Jt1~ R"otl 1,8'9 1,2/0 1,245 ,2 52 12 ------.,J;,m!H,,ee /?p111J' .33 21 22 I ~ t/niYe,sity l>n"v-e _ 5,282 Bri.sto/ Srreer 9.2s, .. -------- Tora/ ~9,357 /'1,/7/ 21,0,2 t.~,a I, .35.3 8,713 493 79.955 ---1----~L..__-___ G.r-· ~ I I I I I ! I 1 j l ,-e-- ,_..._ ! ! j "" ' X ,_..._ o·'i ! (-{lf ! } I _J __ I FORM HO 92 PF I I ' REDUCED PLAN USE SCALE BELOW 0 I 2 3 i" I I . I I I -I J--3 INCHES ON ORIGINAL PLAN --J I '" i 7 OK'A 73 T 94 f 1]}· .1 ___ . .!. --~ f<'l:<,J:-,!lllt[i ( t-111 Hff,ltHHI ,. 17 .. 145 L.....--------- - ----- I I '1 I. !, I l -I ( I p :~N 0 C1l .196" d,o holes for mounting l o·-31;4" reflector bracket lo f lWJIKpost L J I s .. D•'d1 : }~ DETAIL A 5;1~ i r--2 711~----, r 5;1~ ' GaOoz;z~=r~~I--+--+--=,._~,~ ,.._ l_ 9/ l.11,:·:Jf 9/ 16 16 16 16 31/i~ SECTION A-A Metal Marker Post to be as shown except that minor var,otions ,n design and dimensions will be per milled to meet manufacturers standards METAL MARKER POST ¼N = ~ 11 j~N pt') ~ .,, ., 0 a: _ -1-----1_ Material. Aluminum 050" J .I Thick _,__ __ ,--,-~-~ (3003Hl4 Alloy) I, ·t I -_~ When two target plates ore mounted ~I'~ on single post use one mount per set of target plate holes, to be attached w,th 3;16 blind aluminum rivets TWO PLATE POST MOUNT 3"~ r;: _2y~'"4 ~. l"D,o Reflector bracket used to I H---mount 31/4" Reflector to :..~ ':J:' 11,8" R " bock of Guide Marker Post pt') -1 Dia on curves. Brackets and \ =-1::-\-reflectors to be attached ~' -Groin -w,th ~6• blind aluminum rivets /i',. Material: Aluminum .080"th1ck W (6061 T6 Alloy) I holo ,196" D•~ ;~;• D,o I ~::I ~) 2 holes 1/4°D10 I L 580 ~~~ ALA =co ·::o ,;;c >( -0 01 E •co 0) Baked White Enamel 0 _, N ill "- (11 MILEPOST MARKER 2I;~' !"Chamfer 8" 8" 1" 1" LJ Chamfer Target Chamfer Plate 5I;,,' R = 2 3;4" BRIDGE RAIL TYPE I ·sr I N 14·• X l~Total 2 Bolls w,th hex nut ,I-plo,n and I-lock washer per bolt Target : st Plate I -N ♦-+--~ 2" j__ t- 'NW µ· 1;4"9 x 1\14' -Total 2 Bolls w,th hex BRIDGE RAIL nut, I-pla,n ond TYPE 9 1-lockwosher per boll BRIDGE RAIL MILEPOST MARKER -_ N .:::--,.._ 1...1,..--l"xl/9' 0 I Reflector frame UljJJ in,, ,, 1'' llu'! ___ _,_ HORIZONTAL REFLECTOR UNIT TYPE K I2'max Usable Shoulder 0 To occompony plons doled I .?C::: 74 Pt.,-,! Milt><, Tot<1• Pro~ct 1-.0 APPROVAL RECOMMENDED Registered C,vd Engineer No 9837 APPROVED Usable Shoulder July 12. 1973 l2'mox (:: t::::=:::=:~~--l/--- E.P. 1. 2' NOTE Steel bar~. (golv) -_ MARKER WITH DIKE OR CURB POSITIONING (9 = 51-0" when@ is 3'-0" (9 = 6'-o" when @ is 4'-0" @ = 4'-o" Standard height. @ = 3'-0" Height when specified in the Special Provisions. 111/."o· 16 10 hole CLEARANCE MARKER MOUNTING BRACKET FOR TYPE 9 BRIDGE RAIL l;,,'x3;,f Boll Post section TOP VIEW Snow pole by othe,s Metal post To,get plate Brocket '3" ..,, 11 li6 Hi;ole 1 ,,--: I I I -.. ) 0 O e- 0 _, ~ N 0 0 H _1__ ___ ~'~=~=r<l=;:..1/4'+x11/4"-Totol 2 Bolls w,1h hex nut, I-pla,n andc::::=::::::::l I -lack washer per ball BRIDGE RAIL MARKER (Connections to other types of rail posts s1m1lor) Reflector Assemblies on Bridges o,e to be placed at Standard Gu,de Marker spacings as shown on detailed plans or os directed by the E119inc,r REDUCED PLAN USE SCALE BELOW 0 I 2 3 r, 1 1 , --1 1--3 INCHES ON ORIGINAL PLAN --j 31/." ----I 2 I 21/,f -=~d;===..;J.;"='r==:;=--.... ,------r-'\I·---;;-::-:---r- :...--; = :r ~ •w =w =-Si? I{) ~~ ~I co =C\J ~ ~ ~ ~ 3-31/4' Yellow Reflectors Target Plate 0 0 H "' -(11 - 0 -' N =v t = -" (\J -31E3' Radius ~ 3;4' Slondord black pipe or metal marker post. Drill .196" holes, fasten with 3fr; blind aluminum rivets. Guide Marker Reflectors TYPE COLOR FRONT BACK A None None E Clear I -31/,1' I -3 1;4' F Clear I -31/-4" None G Yellow 2 -31/4" None I Yellow 2 -31/4" I-31/4" Horizontal Reflector Unit K Yellow 3 -3 1/-4" None Clearance Marker L Yellow 3 -3'14" None Milepost Marker <i> M None None - NOTE: Plans or contract items will specify combination of reflector and post assembly for Guide markers e.g. A-1, E-2 etc. Al I reflectors to be 3~" diameter and center mounted. 11Drillor punch, j I I T I -N 1 I • 1--i" ' For steel gu,de :C? ~ ~lJ I I I r I I I I I II -4-.l ..L,.L ..u...L. ...lL NOTE: 11 -: marker when , spec,f,ed SIDE VIEW POST-SIDE VIEW FRONT Brockel lo be l;8'x 2'' Mold steel golvon,zed ofter fobr,cot1on CLEARANCE MARKER SNOW POLE BRACKET T'T T'T T'T li ~---u _______ u _______ ,,_) ______ u No. I No. 2 No. 2A GUIDE MARKERS (TYPICAL) ~ See Chart for Color and Number of Reflectors No.3 This plan sheet supersedes plan sheet A74-A.4 page 15 of the Standard Plans doted January, 1973. SPECIAL DETAILS MARKERS 9/22/71-Add word TYPICAL S Note -Add. Al tern. Guide Mrkr. Met. Target Plate 7/12/73-REMOV. REFL. ASS EM. SDA74-A.5 .. I x--l ,,., .. 0 CX) \ ~ I -v I -,,., I I ~ )( -v -I ,,., ·--TYPE 18-9 13/911 Clear Spacing Use within the roadbed on highways where bi - cycles and pedestrians ore excluded. TYPE 24-9 2"Cleor Spacing Use in locations off the roadbed on all types of highways. TYPE 24-12 1319" Clear Spacing Use within the roadbed on highways where bi- cycles and pedestrians ore excluded. RECTANGULAR GRATE DETAILS (SEE TABLE BELOW) -<.O 1/4" 31/2" 24"Grote = 21 -I " J'1e" Grote= 11-711 •1 3,16 If2"Anchors 24"Grote•21-0" IS"Grote=l'-6" 3I12"x l14"x 31-4 Ve" Bar TYPICAL FRAME CROSS SECTION (Thru Frame) 3'-4" LONGITUDINAL SECTION (Thru Frame and Grote) RECTANGULAR FRAME DETAILS (FOR ALL RECTANGULAR GRATES) X X X X • or 1'-5519" A A bars ~"Fillet DETAIL C .J 3 :115 Typ. -! ~[[[[]1 r '1-2" ,., "' 3 I12"x 1/2 " Bors JUUU\.NUUUUU4.IUUULt'\ __J l-%" SECTION A-A \....__,(See Detail C ALTERNATIVE CAST NODULAR IRON GRATE OR CAST STEEL GRATE INLET TYPE GRATE TYPE NU. WEIGHl GRATES I BS. r.:tm ?4-12 2 634 r.ni -7 ':>4-J? I 3?6 r.rn -10 ~<t-12 I 326 r.n r.1 r.7 r." r.4 124 ·1 ?4-9 I ?63 24-12 I 326 \ ALTERNATIVE WELDED GRATE INLET TYPE COVER TYPE WEIGHT LBS. G4IIN IC::~~ 18-1 I 249 GRATE BAR SPACING TABLE OS PLATE 174 DL-7 PLAlt. lru Gl-1 18-1 2 498 Gl-2 18-' 2 498 TYPE X OL-I0 PLATE lru OL-I4 PLATE lru GT-3 24-1' 2 652 OL-2I PLATE 170 OCP PLAI II GT-4 24-12 2 652 CPI PAT II IC Pl R •• lJlJI 4, MP ~ AT 1,-, IMPI p Al Ir r TRAC::H RAr.K 22 Highway Design Engineer Registered C1v1I Engineer Na. 8872 Approved June 27, 1973 4,qr/l 2R, 19 7-; GENERAL NOTES I. Grote type numbers refer to width of grate in inches and number of bars, respectively. 2. Contractor hos the option of I REV. 6/27/7€> using cost nodular iron, cost steel, welded, bolted, or cost end block grate 3. See Special Provisions for requirements pertaining to galvanizing or asphalt dipping of grates and frames. ,. l'-55/e" 'I ~,,~ .. , '12"a,,, CAST END BLOCK 1_CJ"hole 11/ u ___ 3-----+ 2 .l..__ + - =~~I" END OF BAR Both ends held together by solid costing ALTERNATIVE CAST NODULAR IRON OR CAST STEEL END BLOCK GRATE 4. Rounded top of bars optional on all grates. 5. Pipe inlets with a grate shall be placed so that bars parallel direction of principle surface flow. 6. Full penetration butt welds may be substituted for the fillet welds on all anchors. 7. Standard square, hexagon, round or equivalent headed anchors may be substituted for the right angle hooks on the anchors shown on this pion. 8. Grote and frame weights ore based on welded grates. ( weights of face angles, steps, protection bars, etc. ore not included) BOLTED END BLOCK Bo~l;2 "or 518" bolts Spacer Cut washers Spot weld or peen __J X l-See chart 5;8 "or 314" h~oles ~" ~ ~8~ bd BAR SPACER l!,e" ~ ~[[[]] □ .JI.-5," 3," '8 or ,4 ALTERNATIVE SPACER BOLTING DET~IL (3/911or 211 ALTERNATIVE BOLTED GRATE REDUCED PLAN USE SCALE BELOW NOTE: L I 2 3 I I I I «f 3 INCHES ON ORIGINAL PLAN --l This plan sheet supersedes plan sheet D77-A, page 46 of the Standard Plans dated January,1973. SPECIAL DETAILS l j C L.::B;::A::;;S~IS~F,::::O.:.,:R..,:M.:.:,:l~S.:::;C·:..,:l:..:,RO.:::;N:.:...::6:...:::ST.:.;E:,:E::L:._.:..F.:.:.;IN:,:A:,:L:....:..::PA::.:':i~W:.=E::,:IG::.:.H.:..:T.::S~F;...:O:.:R..:....;D:::,_R:..:.:..:.A.:.:.I N~A::.,:G:.:E::.._:,1:..:,N::,LE::.T.:..:::.S .....:.:<S::,:;ee:..:G:.:,en:.:,:e:.:,rol:..:,N:.:,ot:.:,:es:.1.., :.:,:No::.,:· 8:.:,l _____________________________ G.;;..;R...;.A;....;:f...;....;;;;;E;...__D;;;;..=E...:.T.;...A,IL~S~:::----:--:---1 lf 6/27/73-REMOV.TYPE 36RGRATE,REV.FRAME DEt,TABLESSNOTE3 S077-A.I en 0 -...J -...J I )> I X L 3"x2 l12"x 3/911 Standard End Finish .~;:::!:!::~:::¼!=~:#=li~. Lug 3/4"<1>x11/2''--~_,_, Punch I II hole in ""-"L..-..Jw.-' See Detail A 31-011 pipe to receive lug Optional DETAIL A Splice 3"x 1/211 Bars for 36R. 311x318 11 Bars for 36RX. L 311x 2 l/211 x 3/911 Standard End Finish TYPE 36R 8 36RX GRATE DETAILS Cross Bors Type 36 RX only. 1 st·~< 3 II /9 1/a + Cross bars may be fillet welded resistance welded or electroforged' to bearing bars. CROSS BAR DETAIL TYPE 36 RX GRATE (WELDED STEEL) 5/". I f•l <t ..., CROSS BAR DETAIL ALTERNATIVE CAST NODULAR Casi l11x 2 11211 slot in pipe to receive 3/411 ¢ x I 1/2" lug. DETAIL 8 8 211Clecr~ r 1/211 '~L ~ ~ ~ ~J _jL%" SECTION 8-B ALTERNATIVE CAST NODULAR IRON GRATE OR CAST STEEL GRATE TYPE 36R a 36RX 1011= I'-551a' 24''= l'...8 5/e' = co ,;;;: st ~ _I I{) r<l 24"= 1'...11 ~" I 8"= I'-5 1/a" 114' I 24"= ,·-,, 11a" . • I .,. t c .. u . I() 8 3"x l.t~' End ba:l-~ 1 . .=fil ~ SECTION D-D 4"x 1/~' Bearing bars 10 bors for 24" Grate 8 bors for I 8" Grote ( Type 24 grate shown) 2"x3/1~ Reticuline bars Top flush 3fi6 Fillet weld full depth each side on outside bearing bar and every other internal bor 3"x l.t~' End bond Top flush NOTE: Weight of 2411Grale = 182 lbs Weight of l811 Grate=l45Ibs. TYPE 18-8S S 24-10S GRATE (WELDED STEEL) RETICULINE TYPE 1'-115/e for 24" Grote 7. " I'-51'e' for 18" Grate SECTION A-A _+ -... ,;,: I{) ftEGISTEftED CIVIL ENGINEEft NO. 8872 Al'~ftOVED......w.J..,unw;e.__2,._7.._,,...,_19.;,...,...7..i.3 __ _ l8 11 2411 a=3/s1 a= 7/s1 b=3/a1 b= 3/411 SECTION B NOTE: Weight of 2411Grate = 155 lbs. Weight of l811 Grate= 130 lbs. On l811grate omit center bearing point. TYPE 18-SC 824-IOC GRATE ( CAST NODULAR IRON) IRON GRATE OR CAST STEEL GRATE TYPE 36 RX. MODIFIED TYPE 36R 8 36 RX GRATE FOR ODI INLET ~I- =! =! 000000 DODOO 000000000000 000000000000 NOTE: IREV. 6/27/73> BASIS FOR MISC. IRON a STEEL FINAL PAY WEIGHTS FOR DRAINAGE INLETS. TYPE 36R 36RX Steel 36RX (Casi) 36R Mod 36RX Mod Steel 36RX Mod (Casi) REDUCED PLAN USE SCALE BELOW t::· I , ~, 3 3 INCHES ON ORIGINAL PLAN ~ GRATE BAR SPACING TABLE NO. CLEAR BAR la SECTION A-A. Typ. L~~===!: 21{'x318" End bors NOTE'. Bearing bars to be 3'l~'x 3;~• bars on I 'la' centers. 12 bars for 2411Grate -9 bars for 1811 Grates Type 24 grate shown. Weight of 24 "Grate = 192 I bs. Weight of 18 11 Grate = 145 lbs. 3/a'~ Cross bars may be fillet welded resistance welded or electroforged ' to bearing bars. TYPE 18-9X 8 24-12X GRATE (WELDED STEEL) BARS SffiCING X 4"SPACING 6 11SPACING z 13 211 15 2 13 2 INLET TYPE 12 2 511 13 2 II 12 2 5 6/27/73-ADD. GRATES a TABLES-REV. TABLE OF PAY WTS. ~ 00000000[010 B : ~ OOOOOOOOG&J J :1 j g 000000000000 r<l ~ ~ 000000000000 ,; ,! □~mffi!JDDffi ~ ~ ~ SECTION A-A Bearinc;i bars to be 3 1, Ii I, II b 111 Ii ,2 x '◄ ors on ,8 centers. 318'9 Cross bars may be fillet welded, resistance welded or electrofor.ged to bearing bars. Welc;iht of 2411 Grate = I4I lbs. Weight of 18 11 Grate= I07 lbs. (Type 24 grate shown) 3/16 Fillet weld full depth each side on outside bearing bars and on every third internal bearing bar. .... 11 , 7116 for 24" Grote m •1," lo, 18" G,olo SECTION 8-8 TYPE 18-10 8 24-13 GRATE (WELDED STEEL) INLET TYPE GRATE TYPE NO. WEIGHT GRATES LBS. GOO 24-IOC 2 391 24-IOS 2 445 24-12 X 2 465 24-13 2 363 GO,GOL,Gl,G2, 24-I0C I 202 G3,G4(2411 ) ::>4-1nc: I 229 24-t2 X I ::>-:r,9 24-13 I ISR G4(1811 ) G5, G6 I8-8S I 187 I8-9X I 187 18-10 I 149 GT-I ,GT-2 I8-8S 2 374 18-9X 2 374 iR-I0 ::> ?QA GT-3,GT-4 24-IOC 2 404 24-I0S 2 458 24-I2X 2 478 24-13 2 376 NOTES: I. When alternative grates are allowed-Final pay tased on alternative with the lesser weight. 2. Seal welding at all surfoces not required when grates are galvanized. 3. Use Frame shown on Standard Plan D77-A. NOTE: This plan sheet supersedes plan sheet D77-B, page 47 of the Standard Plans dated January, 1973. SPECIAL DETAILS GRATE DETAILS SD77-B.I en 0 ..,,. ..,,. I !'.D Cross Dram Woll \ I ~--------------r I {f;>-.. I I "J' • I ~---'---------~- PLAN . RC Pipe Riser. Th1ckn,,.,es""s-+.--i-+----3,_ o"~•---..+---..-8" (B"Mm) See Nole 6 Cut and bend up all pipe re,nf IO"m1n R C.P only. a1e1 s-d·~~-e--~~- 30" Min or 012 which ever 1s greater ~-=-------- WITH 3611 RC.PIPE RISER RC orA.C. Pipe Drain. 1 1 Cross Drain Woll Thickness 8" Min.) 1 #4 Hoop Q) 4~ 12"± Bend up pipe tt4 c __j 6,,l-. long1t rein! R.C.P only. SE;:CTION A-A WITH 3611 PRE-CAST RISERS 36"•c S P Some thickness as riser WITH 3611 C.S P. RISER ALTERNATIVE COLLAR DETAIL Rein! and R.C. OR A.C. PIPE DRAIN d1mens1ons not shown t similar to those for 6/25/73-ADD. NOTES 6 B 7 B C.S.P. RISERS 36"CS PR1ser WITH 3611 C.S .P. RISER C.S .P OR STRUCTURAL PLATE PIPE DRAIN RC Pipe Riser -~-4c-+------------l'--~ WITH 3611 C.S .P. RISER Fill with grout .. ... 1/{xlO"golv J bolts Total:4 DETAIL A ,'p "'--.'------~-_,·~ ::·t)'•.-.•:·,b ...... Drainage Inlet (See Note I.) I"--""""-'-"" C.S.P. Riser 12" Min. Diameter of Slip Joint to be 311 greater than diameter of riser. Packing of suitable _, moleriolbOokum or asphalt r "' c: soaked urlop. rl J (\J ~ !-. -'----. ...,_ __ ,..b R.C.P. or AC.P. Slip Joint. Use Epoxy resin adhesive (State Specification 721-80-43) for bonding slip joint pipe lo cross drain, E~==:::::::::::::::::~===d F.L. Elev. C.S.P RISER FOR DRAINAGE INLET Drainage Inlet {See Note I l t----C.S.P. Riser 12" Min. Slip Joint, diameter to be 3" greater than diameter of riser. Pocking of suitable material, Oakum or asphalt soaked burlap. %°hole 1n bracket 0 APPROVAL RECOMMENDED .:?A" lfl<c.• Highway Design En91neer Req,stered C,11., E,,g,nee, No 8872 App,o,ed June 25, 1973 6"x 1/4x0'-6" I\'. Wosher with 7/e • Hole Brackets@ 10' C trs Mox 41/2· x 1/d' Bent Plate % • holes 1n bracket and ratl for '12 • bolts 2-Holes slotted 5/a X 1" for 1/2. Bolts 2 -Holes% • for '12'• Bolts SPLICE PLATE 2i,,~'x% x o·-10" C: (.0 ~ Watertight weld i"• Holes 31; • Bolt C.S.P Cross Drain C.S.P. RISER FOR DRAINAGE INLET REDUCED PLAN USE SCALE BELOW t:: I I ~ I j 3 INCHES ON ORIGINAL PLAN !ADD. 6/25/7:> NOTE: ~--2" x 3/i~ x o'-2" It. washer LADDER DETAIL GENERAL NOTES I Structure at top of riser may be any standard drainage inlet,round grate or manhole 2 Golvon1z,ng See Standard Spec1f1cot1ons or Special Prov1s1ons 3 Ladder may be constructed in one length at contractors option on RC p inlet 4 On C.S P riser, connect ladder splice plate so Joint con compress 1;2' 5 Ladder splice plate lo be connected with 1;2't bolls with double nuts. 6. Use Epoxy resin odhesive{Slote Specification 721-80-43) for bonding concrete collars to A.G. Pipe. 7. Pay limit for 36 "risers is lo £ of cross pipe. This pion sheet supersedes pion sheet 093-5 page 65 of the Standard Plans dated January, 1973. SPECIAL DETAILS ORAi NAGE INLET RISER CONNECTIONS SD93-6 (/) 0 w (>I I 0) Punch 1' hole ,n C.S. P Place p,pe so bor'> of q,01, w,11 be po,011,1 with ma,n surface flow \ Jo,n to C' P SECTION A-A Not, to Design,, Ardwood cov,, u'>td whe,, fhp,, is no poss1bll1ly of whe,1 lood'> Qtht1w1st u'>t r ype GC P 1nlel ~ Typt 36A Gralt 20 d QOlv nods clinched on the undtrs1dt 2 • E, See OfTAIL "H" Ont or more wail open,nqs con be used Loco1ton and number OS or de-red by the, [ n1~11ne-e, Open1nqs may be cost ,n pipe 2" Redwood top ~"Checke<ed It cover common lo C S. P ond cane pipe ( See s,ct,on B-8 tor SECTION D-D TYPE OCPorOCPI (SeeNote9) WITH STEEL COVER , .. --r,~ .. 4 1/11 ~ Slot \.",2!4. DETAIL "F" TYPE GMP SECTION 8-8 TYPE OCP or OCP I (See Note 9) L3~2~'•\' ---- R,vel 'Spot Weld o, Tack Weld al 118 po,nts o, belle, le C s p SEE DETAIL "A" 10 SECTION C-C Casi I x 2~ slot 1n p1pt Place p,pt so bors of Qratt will bt porolltl with mo,n surfoc, flow 3;8 Rivets Spot 1/,,etd /to, Tock Weld QI 'le points or t,et ,~, (See Stet.on A-A tor bollom deS•Qn) TYPE OMP or OMPI (See Note 9) WITH STEEL COVER DETAIL"8" 6/25173-ADD.TYPE ODI WITH RE 0W000 COVER Type 36A Grote , rr::!:Jf """'"" .~ • ? II • ' 3-0 , ~ ""'""°"'""' uPPE A PART OF bolt om dts1qn) SECTION 8-8 TYPE GCP WITH GRATE ~ .... 3'' " ,-,. hole 1n onqle Slot\', 2" 't◄'C"'<ke,t'd It DETAIL "A" I, Tock weld 18"01 II. ~t-tn~oted chotn lo frame and co- ( Set Not~ 10) , 310 R,vots, Spot Weld o, Tock Weld al 1/8 points or better on1 DETAIL "G" ""::~·· ~~t =~,:: :~:~ .. IT"-;;;-WIB"of "• h,ot-t«oted 36" C.S.P. Riser~fi± chQ,n (See Note 10 l U)U DETAIL H 5" 3" Weld 0.064" Golv. Steel Qt Plate Reinforcement(2Reqd.) Weld 0.I09"Thick ~b-SECTION A 6 -A Vor.O.I' in shoulder Steel Plate Cover 1 ;:> location , ,_ =<D _ _ _ _ _ _f Shoulder C ~ -0 -' N II I )( 0 ~ -0 I -~ T-- Tockweld 6"cut piece of C.S.P around 36" C.S.P. riser to provide double thickness and additional support under ring and g rote. 36 "c.s.P-0,I09" Thick ~----•~ .-;-T, •, ~ ~ I 3'-6" Diameter Bose, j TYPE ODI ·Pipe 3'-6" Diameter Bose Riser TYPE 001 BASE DETAIL FOR PIPE RISER CONNECTION ~ 0 c ::, l .~ ~======tt 0 I"• holes In p,pe ·o ·.,. ·o 11 ~.· 801• ♦ ~ j ♦ • ❖ '! j 1 6"._ 1/4 l 0-6" It Wosher w,th 710 • Hole Brackets@ I0°Ctrs Mo11. 41/2 1 1/4 Ben! Plate ~;e• hcies ,n bracket and roil for 1/2 • bolts 2 Holes s101ted ~/s x t" for 112 'Bolts 1 _,N . G ~la fN . 2 Holes I • for 112 • Bolts Splice Plole ,,; 21/z l 3/9 l Q'-IQ" re "' C :::0 z U) rr, 0 rn C :,: "' u, C 2"r 1{~ • o·-2" 'l wo sh..-"' 0 nn z, l> 1"11 0 f;;c "' ia z Ill "'IJ ,. I\) <D r 5r I .. r :E )> ,. z z LADDER DETAIL Loi H ·= ~ 0 o, Greater Drill or cos! holes to su11 ond g,out step~n ploce ,.,,,. 31• • Step _l 1 N ., ' ' I "" ~To su,t p1pewoj r N RC P RISER T N l CSP RISER STEP DETAIL "H"= 3'-6"to 4'-11°' 2 To occ()mpony plonJ (1ot,d __A,t2.cLL£~_/9 74 1.32 APPROVAL RECOMMENDED Registered Civil Engineer No 8872 Aoo•o,od ___ _,,J.,.ULJJ□L>ie'--'-2.,.5,..,,-,lc,,9u?w3.._ __ _ GENERAL NOTES Ladders and Steps -None required where "H",s 3~6" or less Where "H",s between 3'-6"ond 4'-11" place one step* 16 "obov'e the floor If "H" ,s 5 '-o" or more install a ladder placing lowest rung 16" above the floor ond highest rung not more than 14" below top of ,nlet Place single step or ladder ,n wol I w, th out wol I open,ng Ladder may be constructed ,none length at controctor 's option on RC P Riser 3 On C S.P R,ser, connect ladder spltce plate so 10,nt con compress Vi' 4 Ladder splice plate lo be connected w,th 1;2'• bolts with double nuts 5 Inlet p,pes shall not protrude more than 11/;i' * 1nt,:i bos,n 6 Except for on lets used for Junction boxes, basin floors shall hove a mInImum slope of 12 • 3 from all 1irect,ons toward outlet p1pe,ond a wood trowel f,n,sh 7 8 9 10. II Golvon1z1ng See Standard Spec1f1coltons or Spec,ol Provisions See"Stondord Pion" D77-A and D77-B for Grote and Frame Details and Weights of Miscellaneous Iron ond Steel Des,gnot1on of Type OCPI or OMPI P,pe Inlets on plans indicates Trash Rocks ore to be furnished and ,nstol led on al I s,de open,ngs Chain to be provided when spec,f1ed Calk seal with pliable mixture of sand, portlond cement.and emulsified asphalt (Mixture of I port portlond cement, 3-5 ports sand, and IV2 ports SS I emulsified asphalt l ½!"♦ 11/,i'. \i' ~18 • Hol~s !or 1/2 • 8011s 0-;r j IC...--'J,___JJLJUUL........!~ Nole Golvon,ze after fobr1cat1on ~ ~~--Drill 1"t holes in C P; cost or droll 1"• holes ,n cone pope for ~•t moch bolts, cul washers DETAILS OF TRASH RACK FOR PUMPING INSTALLATIONS USE INLET TYPE OCPI or 0MPI NOTE: (See Note 9) This plan sheet supersedes plan sheet D75-9 page 45 of the Standard Plans dated January, 1973. SPECIAL DETAILS PIPE INLETS S075-IO 0 ~+-- 0 . I-+-- 0 0 I-+-- I-+-- \~Di ·~ I" I, 1v2' I 9' I I!!' I 9' I 71/2' I ml ~ ~ m I 48' I Su Nott I DETAIL 1 CENTERLINE ON TWO LANE CONVENTIONAL HIGHWAYS I 7 !a' I ;i· I 3' I t I ~· I· 9' I r ii~~ I □ QOO 0 0 00 0 □ I 4!!' Stt Nott 1 I DETAIL IA CENTERLINE ON TWO LANE CONVENTIONAL HIGHWAYS 1s,ac1Al CONOITIONS1 I • 1 112' I 3' J/ I 3' I ~· 6 0 90 0 6 71/t l ID 0 00 la] I ~· I Sot Nolt I DETAIL 2 LANE LINE ON FREEWAYS AND RAMPS I 1112' I 9' I I!!' I 9' I 1112:.., [D I r 7 [D I 48' I SN Nolt I DETAIL ~ LANE LINE ON MULTILANE HIGHWAYS ...____ 1112' I [D 00 [D I 48' Stt Nolt I I DETAIL 3 A lAl!1 LIHE ON J.\ULTILANE HIGHWAYS (SPECIAL COMDITIOHS) CD O O O 0 l 0 90 0 l □ 0 0 0 0 0 03,0 tii-1 0 I 24' ~ I G ~ e Q 0 24' DETAIL 4 ONE-WAY NO PASSING ZONE 1-24' 1 • 24' I 3" □ 0 0 0 0 e Cl!! 0 0 0 e e :f □ I 0 0 0 0 C) Im G 0 G 0 GD w DETAIL 5 TWO-WAY NO PASSING ZONE. I 1 112' I 9• ·I· 1~• I· 9• I 1 112· I .. [D @o<;X)<X&j KXXx'x$l$IS&9l []~3 ~ m ~~~ ~ 1. 24• 1. 24• I DETAIL 6 ONE-WAY NO PASSING ZONE WITH PAINTED STRIPE DETAIL 7 TWO-WAY NO PASSING ZONE WITH PAINTED STRIPE I · 24• I . 24• I . □ ~E.P. □ □d --;:! ~ Mtdian DETAIL 8 LEFT EDGE LINE WITH DOUBLE YELLOW STRIPE INSTALLATION AND QUANTITY SUMMARY 01s1 I Count)' I Route I r:f~: ~:~e/ect ShNe:t I J~~~~ 7 IO.eA I 73 I 2,7/4.o 10011.12 STATIONS OR POST MILES PAVEMENT MARKER QUANTITIES DETAIL NON-REFL►• 1 IVE REFll=CTIV'-NO. j/ 1-c-/2,,, .,,,..0 R e:GI STEREO CIVIL ENGINEER From To TYPE A TYPE Whitt Ytllow MAC ARTHUR Bt 151+50 EXIST 217+00 3A 2144 MIC ARTHUR BL 1s1 +so EXIS, IG4 +50 p, BONITA CANYN RD 108 +oo 115 +oo 5 150 SO£ CONNEC 177 + 50 194+ 50 8 ~ CDNNEiC 176 + 00 177 + 50 // RAMP U-2 195+50 179 + 50 3A 264 RAMP U -2 195+.'50 179 + 50 8 So W CDNNEC 195+50 /79 + so 3A i:64 SO W CONNEC 195-tSD I 79 + SC, 8 UNIVERSITY PR 20 +20 27 +oo 3A /12 BONITA CA>J DET•I 113 +i;o 104+00 5 400 8oNIIA. CA,i.l f)Er'f'2 100+50 t05-t-o0 s /90 FRONTAGt. RP zoo +.so 210 + so 3A 210 ~RONTAGE' RO 200+50 210+50 7 UNIV OR OM°rouR 10 +so 2/ + 00 8 UNIV OR £)$TOUR 10 +so 2/ + oo 3A 352 ~ TOTALS 3,346 740 I l ·1 +--□ ~ E p C ul T~---~-.c_. ____ M_t...:d::.:a-n-~----------=- 24' 24' DETAIL 9 MEDIAN EDGE LINE WITHOUT PAINTED STRIPE I 24' 24' I ~c=[l]=--________ _:m~ 1 !........,LL.-_T_hr_o....:uQ:....h_T_ra_ff_,c_S_1d_t_...![I]~ DETAIL 10 s"wHITE CHANNELIZATION STRIPE. \ J Ep I II] II] L-2' 2· IIJ 24' 24' r I DETAIL 11 8" WHITE EXIT RAMP GORE STRIPE 30' ~1 a: "" ~ -L ~ -----t-3" ~, .. ~· ~ DETAIL 12 TWO-WAY LEFT TURN LANE WITH PAINTED STRIPE I 18' I 30' I r I lliliCOOOO m □o66o ~ Rtptal l'iD Pattern_!) DETAIL 13 TWO-WAY LEFT TURN LANE AY CLASS TYPE B TYPE C Cl tor lhd 8 Cltar I Ill.LA Non -Rtfltct1n Whitt Marker llU...Al'. (L(A" AHLECTM: SUM'AC[ I 'o '" \ IIULECTIVE SUftf,t,([ ... I ~i Rtd-Cltor Rtfltcfln Morktr 5D' ' 30' I I 6' I 6' I 7 12' I I I <-I . □ ~ w Iii) r2 TYPE D TYPE r. TYP• Ytllow Cltor Yellow 305 128 30 7/ /3 3o 66 33 ~6 14 BO 38 42 84 88 44 - 232 484 419 \ JIHlE(TIV( SUIWIC( I 0 . 4_0· _j illL.! 2 Wo}' Cltor Rtfltcfl't't Morlltr !..lli.._! 2 Woy Ytllo• RtfltCfl'lf Mork tr \ ltUL[(TIV( SUWACE / 0 J \ • o· H PROJ'i)' ENGINEER NO /7345 DATE APPRDVCh Ape// ,c,1? /.9 7¢ Ii REDUCED PLAN USE SCALE BELOW 0 I 2 3 t:I I I I I~ 3 INCHES ON ORIGINAL PLAN .-j Notes: I. Place reflectlvo markers at 481 interval, on tangonto and on curves of 1000' rodlu1 or grootor, and at 24' Intervals on curves with less than 1000' radius, un- less otherwise shown. 2. When Type A markers ore placed on highways with existing traffic strlpo, longltudlnal 1pacing1 shall bo adjusted so that the nonrefloctive markers fall on tho stripe. 3. An undercut bevel of approximately 45• will bo allowed on ceramic markers in lieu of detail shown . 4. Tolerance on all morkor dimensions • 0.1• oxcopt as noted. 5. Type G and H markers will be placed with reflectivo surface facing oncoming traffic. Type C markers will be placed with clear reflective surface facing oncoming traffic. 6. Use Detail 9 for left edge of traveled way on branch connections Place H markers from the end of the 8 inch exit gore stripe to the beginning of the 8 inch entrance gore stripe. (Stop Bar \.. 3• I 3"13•13• I 3•1 36' I I I I I §J O O O §J O O O §J 0 I I OO§JOOO13:l DETAIL 15 LANE LINE AT RAMP TERMINALS . . . . . I 24• 1 24• I ~XXXYlx'.XXX/XXW&VXXXXx~xzli~~;x;~~ ~xxxxxxXYfflXXXXJQQQ(XXX)(XXi . Ont Woy Cltor Rtfltct1vt Mark.r ~ DETAIL 16 PAINTED MEDIAN ON CONVENTIONAL HIGHWAYS Ont Woy Ytllow Atfltcl,~t Morktr LEGEND so' I ' 120' I I 24' I I I l I +-Direction of Traffic I """ l!iJ l m m □ OPE AY ® 4 Plain Yellow TYPE A 0 4 Plain While TYPE B [I] 2-Way Clear TYPE C §] Red-Clear 11 TYPE D w 2-Way Yellow TYPE G [[] I -Woy Clear DETAIL 14 ROAD INTERSECTIONS FOR TWO LANE ROADS WITH PAINTED STRIPE. TYPE H m I-Way Yellow While Stripe Yellow Stripe DETAIL 14A ROAD 1Nmsm10Ns FOR Two LANE ROADs Typical Pavement Markers MISCELLANEOUS DETAILS ... ,., -x----~ )( --· -..,. --. w. , --_ ... J'!W,GRAHAM ., 1-•-t I'(' l X o" ..... rooi--.... ._..., .... 'J', w. 11-MHAM t;:f 73 C ;r.SCHUMAKE:R .... A~I...._. .... ., 9'1'73 .TAMES G.BE.LL \\ -¥73 Temporary South-EPst Connection SAN DIEGO CREEK BRIDGE BR. NO. 55-C60 Sheet 1 of 2.. Sign Plans ....,TI[ 73 POST MILO 2,7 4.0 Temporary South-West Connection . ~r / I} UNIVERSIJ ~ .': I I::) OF ( ·//0 CALIFORNIA / /:;,; IRVINE CAMPUS ~ . I 1o ~ -1·1,~, SCALE IN FEET I 10.. 600 0 600 1200 SIGN LOCATION a INDEX MAP p S RI UST ~ Rt8 ~ R6 ~ R4tor IT R42(LI) 5 ==jR43 ~R7 ,....,_ R44 IIC'«lll _.. ....... [6)Rt0 =a POOOIIIITIO ~ All ~ R45 HG J $,co FIN( R47 ~ RttA ""' y UTTERING STANDARD ~R~ 'Y ~R61 ~ Wt,WZ, W.5,W5 ~WII -~Rl5 (:~=.JAA9 <&'7 0w21 ~ Rt6 o, Rl7{LI) ~W3I SLOWER R56 <1;41 ~ R16Ao, TRAmC R17A(Lt) KEEP RIGHT ~ W41B lA0 SIGN ~ W44 t ~ W44B C ~W53 <$;> W54 ~ W54A 0 1 IW57 <;:§58 ~ - DU"" tiiiiiittA • I08RI REDUCED PLAN USE SCALE BELOW 0 2 3 t:= ~ INCHES ON ORlGINAIL PLA~ :=l LEGENDS <t>W59 [MDIGE) W4 OG26 ~ W69 D OG27 ElW OGZS l~§r72 EEJG34 ~G47,G49, ; W72A G48,G50 .. QEJG56 @74 ~G57 RO (. ('11EEWAY-H G82 [E~TlGB4 G9Z ,~::.AJ) R7.3 © SIGNING PLAN-INDEX MAP AND SUPPLEMENTAL DETAILS Mac ARTHUR BOULEVARD FROM 0.3 MILE SO. OFBONITA CANYON ROAD TO JAMBOREE RD. 0 DD/IN Dtll ..,,.; DATE .,.,_ "1 l,W. o/'.-4, Drm 11 L,w.rJ). -Ir ,.,. ... ~ J. W. GRAHAM I INSTALL WOOD C ROADSIDE SIGN) SIGN DIST. COM STATIONS FROM POST SIZE H H t:O. E.P. . II. rt. ... Ell • E rt. POST LENGTHS LEFT RIGHT HOLE CANTI PlflY QUANTITIES DIAM. SPAN LEVE~ ~ ... JLDS. STEfi. E ACH I 4"7 HEDIAU 4-X 1./-7'-0" 7!..o" ;j!..6" J!--1,f ·5!--(," O~'' 37 --- 2 G7 J'-o" ' t/-X!f_ 7'-o" 7'-0" I 'J '-/,. JLt" $' (/ O!.f" 37 3 Lyzo J'-P'' {I, X. q, 7'-o" 7!...tJ" 1/1....o'' ()½'" 37 l/-GI? JJ-()11 '-1-X t 7'-o" 7'-0'' Ii' G8 l'-o• Lf-X {, 7'-o• 7'-0" 1,t'-6• /!...J'I {,o 1//-tt, ;t...3" bO 31...t" 3'-''' lt;'-O" l{J-'-011 1-~+...!.-":...+-----+"cc--:-i-----;-;--:-~----;---;:;,;---:-;;.-::~--;;i'//-'-t" ~ f JS'~• /s'-o• 1/--,. ---"c1,CC'"1---('-'-;--;-'-6=:-,,:+-;.:-;-i·'-o.:..,•+,C7t,!-():-s,,+----t--',;,.:.,;-t-:-~;it--~::-iJ---;-- 6 G2o l'-O" f/Xll-7'-o" 7~1)'' 4'-L()• O'-f'' 37 7 Gg l'-0" L/-Xtf-'7!-o" 7!...o" i4'' tJ'-f• B7 8 GB J'-o+ l/-X{f 7!-0'' 1'-0" tt...t" 0'---9" BS q G7 M£DIAH lf;Uf 7'-o'' 7'-tJ" ljLLJ" /j....t)" '3S /0 G8 J'-0" 4-;< if 7/_.t>'" 7!..o'' 31-6" O/.....f' 37 II G8 J'-0'' LfX q. 7Lo" 7!-o" °$!..(,N ~!...f• 35 12 G7 J'-O• t/,xt/-7'-0 ,, 7'-0" 34" o'-f" 35 - - J----+---+------t----ti------------.---.----,-~ -+-----1"-~-~ 1-------~ 1------------r----~ ~----I--+----+----+-----fll----+-----t----1 ~---lf--+----+--+--------t--t-------1---;-,-~-r--,-.- REI I CATE ROADSIDE :;JGN (WOOD POST) 1-----1-+---+-+--------il-----i--t--t-,----r----/ 0/ SPECIAL J!....O" I--'-'/ 0:...::2=--+-=G:..c7,_-lf--------t--:----:-:-t---------....--;---,----- / 03 SPECIAL / '-0'' I O'f G7 +------+-'-1_'-_0'➔' ---------; SUB TOTA I.. 482 /=-13-11, ~---tt----i-- I I ~-+--+----+---1----------+--t--+--tl----t-----t--t-----r----ir----n----,---T-- ~-+--+----+---1----------+--1--+--ti----t-----t--t--.-----ir----n-----r -----t---- - ~-+--+----+---1----------+--t--+--ti----t-----t--t-----r----ir----n----,---, --·- ~---11--+----+-+--------t---lf---t--+--+--+-+----t---t---n-----;-----;--·~ Note to !rector: I.) Exact length of posts and size of panols should be vorified in the field. TOTAL= L/- 2.) 4" Diameter steel pipe requires special mounting. Seo "Supplomontal Detail Shoot" '"0JICT , ......... I DATI OIIIIN !NIINIU DAU I All'PltOYAL IUC0Mlill[N01[0 IY \ OAT[ I ;r,w, GRAHAl1 ~/2. c.r: SCHUMAl<ER!rl'/2.JI J'AMES G. "/!,ELL 1°1/'1'/.,I J 7 CALIF.J I I I o,■ T lcol.Mllni "ouT1: IHcT10N lsJoeet .._. !.-r.,~& I 07 !Ora. 73 Z,1/f.OI /02 I 132 I i H•· /OR8/ INSTALL MINOR SIGNS ON WOOD POSTS & ON TRAFFIC SIGNAL STANDARDS NO. of STATIONS NO. of SIGNS CODE IPOSTS POST SIZE H H It. rt. E LEFT POST LENGTHS RIGHT CANTI· "AY SPAN LE\1£R EACH QUANTITIES ,., .... LCI. ITtEL I Rl~ I 6X6 71....0" -5!-0" 17/-t)'' ,5'/,0 I RU.to) I 7'-t)k -/J'-{)" /7'-ob $'/.0 -,e, R73 ------ -,q J3}jB -SltjNAL -post, ----19 - IO R/7 ---/0 IO 1V7A -S lt;NAL 7'05t., ---- .....'I.__ 'Rl8t/li) Lf-X 6 -,t'-{,'' ;~/-it,,,, II 6.0 7 71,JO(KfJ Sl(fNAL -post --7 --- 2 i?IB(ma ~4 js,i<JA L S / G /II A L-c-'-'P_O.::..St,=---+--.-c--clf----+--:-:--;-;-t-----:--::--;-----:-c;:--1r----;------....----r---Z._r--:~:r----, .-t-------+--,,-r-----1/x 6 7!.011 -- 41,'-{,'' 1;-'-t" /16,0 -~Ill-NS t--:z. RsqR J------t----+---,---~,-,---c-:--=-:--r------ll----+-~'--t-----t-----~---+----lf----+-~-'-'+----1 }1ASTA'Rt1(5:P-) ---2. ---- t--tf 11Lfl --{t/-t" /4-'-6 ,, 116,£ I /126(-0S I P,7'-f 3!.(,'' ;z'-CJ" ---I f/-XL/-7!.tJ" -',-+-----t----t--:.--:-::-~:-:--~-=--=-=--,-~ -+---lf----t-~-~--+------,--SIC,-NAL-POST - /.!,.() - 2.l/-Gr1 SI4NAL -POST ~r-~{iZB~ - ,__2 G'l-7 '+------t--_-t-----=:---~-:-:---: SltfNAL -POST SI crNAL -POST ~ 2.. G3S' t--------t-------ii-----=-:---=--;--;--;,.-;---= ,-2. G~B ~ SI q-NAL 'f'05T SIE,_NAL -POST Lf X {, {, X {, --- ---- r---+------- - ------------ -~--t------------ ---- -1------1---·- ---- ------- ----- t----+----+·--- t----t---..........-------- J---+----+------t---;--------- REDUCED PLAN USE SCALE BELOW 0 I 2 3 I ~ 3 INCHES ON ORIGINA~;--...::j -- -- ---- -- 7'-tJ" 7!....t)'' ,. --6 -z -- -2 -2--f--------1>---~----+---1t---+---➔--1---t ~'-t• 6 !..tJ" - - --t--------1r--- t-------.r------~ - ---..-----.-----~ --~----------- f--------+-----+--~-~r----T--~---, T'OT,',L EACH=-!OS 1oTi,L MFBM='t04I ROADSIDE SIGNS POST QUANTITIES 11>.cARTHUR BOULEVARD FROM 0.3 MILE SOUTH OF BONITA CANYON ROAD TO JAMBOREE ROAD 0 1 1 7) l' 5116" hex. head bolt with flat washers, fiber washer, nut and Jorn nut Requ, red for unbo Ion ced 36" width APPROVAL RECOMMENDED 7.3 SECTION 8-8 2~8" C. to C 3/a "' t,oles UNBALANCED "A" Length of sign panel ! i spacing . "B" I ~ 11 B 11 • 11 C II Post I I I • Overhang I I Overhang I I 3/4 "x 3/b" slot 1n angle only ~ 0 ~ E ~ 0 -OD -f- SECTION c-c Mox. width rectangular sign= 54" SECTION D-D 1"x,_4"x,,0~?" }□r 24"-~,6" "':)dth signs } 18" or more ,n depth 11/'2x 4 x0-6 for 37 -54 width signs No blocks o•, signs less than 18" in depth See Note 2. / Mox diamond r.--------r --._ _______ , 1--- 0 :, e ; ~ Attach sign to post ' -----I ' , with bolts ot top \ ,o' -1c) ~-t I I o 1 o d, t.:, ____ -; 1------J ' -... I I ' I I I ~---, center and bottom \ L--; f r---.._~ , 1 No, I block to post ot ___ ..__ __ ~_=_=_=_=_-_-_-7.;....1 _0_,c._=_-=-_-=-_-_-_-=..._-_~ _ __,, _____________ • m, d-depth of s,g n : I ol ~ l'iRIDGE ENGINEER REGISTERED CIVIL ENGINEER NO 5585 APPROVE, February 5, 1973 REDUCED PLAN USE SCALE BELOW 0 I 2 3 L I I I I I -I 3 INCHES ON ORIGINAL PLAN --J 0 : : :wt 0 u Sign panel ____-u ___ .L BALANCED 0 SINGLE Detail "A" height POST INSTALLATION 1/2" hex hd bolt with flat washers, nut and Jorn nut END VIEW BALANCED 0 PLAN 5 ,, / 3/s" ,p hole for 1/16 hex hd bolt / with flat washers, fiber we.sher L Strip I x 3/15 '\ ~ nut and 1am nut -.-lol I~ jql 1 11 ~--3/s" x 13/4" slot for ----1 ~t6" 1/4" hex hd bolt with ELEVATION flat washers, fiber washers, lock washer and nut BACK BRACE DETAILS ( See Note 2) Notes %> Post Embedment Post IIE" Size I------ 411 X 411 3 5' ~ 4" X 6" 4 5' 611 X 611 50' 611 X 011 60' To accompany plans doted A,,or// Z./?, /974 0 POST SPACING TABLE W SIGN PANEL SIGN PANEL POST LENGTH OVERHANG SPACING IIAII .. 8 .1 lie 11 4'-8", 5'-o" s. 5'-6" 7", 9" a 12" 31-6" 6'-o" a 6'-6" 12" a 15" 4'-o" 7'-o"a 7'-6" 15" a 18" 4'-6" 8' -o" 18" 5'-o" 8' -6" 20" 5'-2" 9' -o" 22" 5'-4" 9' -6" 23" 5'-s" 10' -o" 24" 6'-o" 10' -6" 24" 6'-6" 11'-o", 11'-6" a 12'-o" 24",27" a 30" 7'-o" 12' -6" 30" 7'-6" 13' -o" 30" 8'-o" 13'-6" a 14'-6" 30"S. 36" 81-6" 14'-o"a 15'-o" 30"S. 36" 9'-o" 15'-6" S. 16'-o" 36"S. 39" 9'-6" 16' -6" 39" 10'-o" 11'-o" a 17'-6" 39" a 42" 10'-6" 18'-o"a 18'-6" 42" a 45" I I'-O" ---191-0" 45" I I'-6" 19'-6" a 20'-o" 45"a 48" 12'-o" 20'-6"S. 21'-o" 48"S. 51" 12'-6" 21 '-6" 51" 13'-o" 22'-o" a 22'-6" 51" a 54" 13'-6" 23'-o" 54" 14'-o" 23'-6" a 24'-o" 54"a 57" 141-6" Approx 1~ponel -{---~,, ',, , Broce each post 2" x 6" for brace * Hex head bolt I Place long d1mens1on ot post cross section normal to sign axis. It. 2 1/2" holes for 6"x8"post 2" holes for Splice line I ..,_ __ q_ Post= 't_ Panel bolts 1-,,n~',, /1ength 8' or l~ss 4"x 6" for brace 1--"7 ', ,( length over 8 long ' ' '' ~ _ _-'=-1 W ~ 2 Balanced single post installations of unframed single sheet aluminum panel signs shall have ~ blocks 1f 18" or more 1n depth and a combination of blocks and bi;ick braces 1f 18!' or more in depth and 34' or more ,n width Signs panels less than 18' 1n depth and 34"or more 1n width shall hove back braces only. 6"x6" post__/ vn:v---+'-~-'-111?>"'"--~-r=~ I /1\ I--. 'I ! ::]~ ._J ' I - L J Note: ELEVATION i . v <i. Post'<:'<> '? .--;--1-. \.~ Some os above bolts -_, L I+ 1 '1 =<01 : : ~:9: ~ 6" 6" I I -~LJ X I I LJ Bolt hole layout ,s dependent on type -------Drill 2 1/2" holes in 6"x 8" of pone I Dril I holes ,n post to match post and 2" holes ,n 6"x 6" post. panel furnished. END VI E W Orient hale axis parallel to ox,s of sign ( See note below) TWO POST INSTALLATION Note Use brace only when spec1f1ed on sign format sheets Flot washer ------~at washer nut I• ' F;be, wo,he, ~:::~::•,,,,,bolt DETAIL A * 5;j6" Diameter for single sheet aluminum panel signs 3/s " Diameter for larn,noted panel signs or framed single sheet aluminum panel signs 3 For post size see :;1gn layout, forrnat or quantity sheets 4 Balanced single post 1nstallat1ons of Laminated Panel and Framed single sheet panel signs require bock braces when 34" or more in width. Note. This sheet supersedes Sheet S 42-13 page no 19 5 of the Standard Plans doted January, 1973 SPECIAL DETAILS ROADSIDE SIGN 0 WOOD POSTS TYPICAL INSTALLATION DETAILS NO 2 ISS42-14 0 12/5/69 Detail added ~ 6/3/70 Revised Title and notes deleted, panel length 4'-8" to 4'-10''. ➔ 9/15/71 V s,qn w1dths36"-52" to 37"-54" '-,.::1/ Rev 4-10" to 4-8" "4" 6/ 5/72 Rev Back.brocesS. blocks. Rev Note 2 M 2/5/73 Rev Note 2. "-,"+/ Rev Post spacing table ~Rev.Post Sooc1no Tobie X X --x-------1 X TRAFFIC X AIIEA t:NIII. C, ~hu.m-,kr s"''"" "'" x~ ';I.;,/" ' ~q ~--.;, 30-; -5/7.l ... .,.. o""> •x • qd.,.., .... ~-<;;. POLE STANDARD l(l,tf.J,//f11 NO. OESC~IPTia.¥ S16.M.A, LIIM./1.A r;;,.,., SA,. I/) -vvrr-.ZS~~,, 15'' 6' 7/JO '414111 2. I-A 10' ---- -:; I-/1 IO' ----- 4 "::IJlJI: 28-6* /5' 6 7tJOJ,/,W 5 I-/1 /(J/ ------ I I j;) I-A /0' ---- 17 ------ SCHEDULE S/8NAL M(){/JI/T/Mf Pt/SH BUTTON ,, PED, TYPE IPHASE 8-,2, M-2 ----- /I--,. __ ,_ ----- i..-1/1-1 ------- 8-.2 M-Z A-/ ------- /I-/ ------- --------- -SlerN NO O 1 ---O~ANGE COVNTY , COYOTE CANYON ~ DISPOSAL STATION t OPEN 6:AM TO i;;PM ~ 7 DAYS .,<{::. RELOCATE AT SAME) [,•• LOCATION I ·--, .... ..... , ... ... -Sheet _/ of Electrical Design Plans 07 Ora. 73 ,,?.7/ ~O IOI IJ2 -fiOAD -- Pltase A Sha II B11 Placed On ,1?1ca/l AWG #;+ #;o NO. lJ6/'7' DATHmOVf0 April ·22, 1.;Jz,1 CONDUCTOR SCHEDULE RUN CIRCUIT ;'i\ /2 /r\ ~ /4\ ~ id A -3 3 --- #B 3 3 .3 .3 3 - Ide 3 3 3 --¢A+C 3 3 3 3 3 - SPARES 3 ,3 3 3 3 - TOTAL '9 15' 15 /2 9 - LVMINAl,&1£S --2 2 .2 - SIG/d4L CCJ.MM(),V I I I I I - TOTAL I I .3 3 3 - .2 11';2 ,,.,.BL£ I - Z.,./8 CAB/.£ .2. 2 .2 --- A fl!LJ ~c Yellow Arrow To Ina'lcafe 01Ari'/19 ¢c ClearAnce In+~rv~I ------~ ~ ----------~ HIS PLAN ACCURATE FOR SIGNALS, LIGHTING, SIGNl~G, STRIPING AND PAVEMENT MARKINGS. Pf/AS£ DIA6l1AM /JETA/L No-S&-a/4 Grcan /Ir.row To Ina'icare During ¢c G'r4en And {!PB Yellow Wh6n {!PB ..T.s Followed 81:1 ¢c. NOTE.S I. For 611na,-a/ #ores .Se11 .Slon<7'0rd 011fails. Z. Insfa// Existing T'fPe .90(4-Moa'u/e Fra--,a., s,;,'l•r Series ,UltJO) Conrro//1,-, Ti,,,e Delap Unif-Ana Defecf-or E'lt,1.1'pme,,f In £xlsf-i~ Type l:f Cab/nef. 3. Veh/c/e ll~ad Shall Be Tlte Pro9n:a,n,meo' ///si.bilil!I Type. LOCATION "A" TRAFFIC SIGNAL PLAN REDUCED PLAN USE SCALE BELOW 1'1Ac ARTHUfl BOULEVARD @ 0 I 2 LI I·' I I 3 3 INCHES ON ORIGINAL PLAN ::1 BONITA CANYON RO. FEET 20 •c 6C eo 100 0.36'12I _Q X X CIJNOVt'TIJ,R SCHEDULE .W.8. CIRCUIT TOTAL 9 .9 9 .SltfHAi. t'P~ I ;t(J J.IJ/t#INAIRE ,z I I TPTAL J 4 "/~ CABII 2 '/2. CABLE 2 POLE SCH.COULE STANPARO I..V/'I.WITI SIM'AL MPtWTI, Na PESt'/fil'TION SIG. M.A. J.1,1,f. M.A. GJAR,i' S, 15' 7A?N.lfY E A-,2 A·2 M·.2 NOTES /. For d'1,,cr•I Nof1.s 511 Slondord 01f•/ls .2. I,r.-f•II .Exisf/ng TIJ~-.Dr C'o,,fro//6r, Exisfi'1J.l. T'Jf"M ::i;,N C•/,/,t•f (l"roM £xisfi~ I,tf1'"61cfion Of' Ma.c Arrhur Bou/•v•ra' ,fn.' Univ•nzi-l"'J LJdv1) N-,w Dlf•cftJI' E'luip"16nf ,fl1«' N1w 7;,_,-, /Jll'.!f ( 0. ~O S-,1) For .3·W·B. ----------------------------____ffep s-Nof~ -.2 --x:------ M.,u: ARTHUR (Ora -7.a) ~ 2-20'/o ,... , ~ st,p&11· ~ X TRAFFIC NIT OAT( • --t---+-½"-1 ~ ~LECT X STRIPING • t::, 5'/f.J AREA ENGR. CS' Jw,r,,t,,,, ""'" FORM HD 9Z PF .5/7. Olot Co11Rty --•• Sheet 2 of 07 Ora. 7.3 DATE APPROVED A,.eril Z2. 1974 FROM W/B l/N/ 'RS/TY DRIVE TO E/B l/N/VERSITY lJIUVE ------------------------------------ / ~ / ~ / 1 I ~ ( \ ~+I -----------g-----------------__.. ~ \ ~ " \ f) ,u '---._ _ --,>---1--e 2-41118 Cttbles _____________ _ ~-- - - - ~.:;-1 ci.,+~11> c....servlce(,4ppro.¥. Lqca//on REDUCED PLAN USE SCALE BELOW 0 2 t: I I . I I I 3 INCHES ON ORIGINAL PLAN .. BOl/J..EVAflO LOCATION 11B II TRAFFIC SIGNAL. PLAN /14 c. ARTHUR BOUlEVAR/J ({) CONNEcro,q ROADS -ftJ UNIVERSITY DRIVE ac 07;-ZOS 0.36'/,2/ •00 )( ,........._ I:~ )( --x·~----' R/1'1 X TRAFFIC X '- FORM HD 92 PF , 5/73 \ -0----I Sheet .3 of Electrical Design Plans \.------- Olot County 07 Ora 7-3 PortMU.. Tolo1Pro..t .... , .... ... -2.7/ -1.o /~ /.J2 .g~E~ <£ ~D~ 7 ENGINEER NO a~,r DATE APPROVED April 22, /.9 74 MACARTHUR BOllL£JIARD -R/W I (to be removed hy ofhers t;39989H I __ } r7 r 7 L.1.,.,,, LJ L...J -t) See Nole"5 ~ ' ~ ::.... ..... ..... ,t: ~ ~ ~ ~ ~ § NOTE: THIS PLAN ACCURATE FOR SIGNALS, LIGHTING, SIGNING, STRIPll'jG AND PAVEMENT MARKINGS NOTES ( This Sheet) I For General Noles See Slamhn:I Oefo,ls Z. Solva9e exisf117g auir,kory movement con/roller, pl,ase Skip unit and defector e9v1pmenl. Relocate exisftng lype III confraller in ex,sf1n9 lype"R" ca.bmef to new infersecfion of realt'gned Mac Arfhur Blvd. and tlntversity Oefovr. 3 Salvage all existing fraf'f'ic signal slondards complete will, Signal heads, and luminotres where oppltcal,le. . 4. Abandon all exisfing conduits and loop defecfors in place. 5 Remove exisfmg IZO/ 240 V Type0£0 si;nol and l19hfing Service. REDUCED PLAN USE SCALE BELOW 0 I 2 3 f,, I I I 1 ~ ~ 3 INCHES ON ORIGINAL PLAN --l LOCATION "C" TRAFFIC SIGNAL PLAN Moc ARTHUR BLVD. at UNIVERSITY DRIVE ( EXISTING) BC 07208 036/Z/ ,oo • I 1 X X --x-----. X ,,r-i \f' ;• ~ ':' .... X r~ lo/ fORII HD t2 Pf Med/on lslona' Pr(l,r,,mme,:7' J1si.6illl¥ S✓tnol #eo,:7' DETAIL OF L.EFT-TU,fN SIGNAL. AND SION STANDARD NtJ SCALE POLE SCHEuULt: --------------~-~---'jF- "IDARD LUMl'-1 NAL MOUNTING;;---1t-PPB -N lsiG MA LUM}A_.A I WITH OLA I"'~! ,-;;MT PED, PH-ASE I -,,f./ TRAFFIC -!~T-,u, I.!' 7,7,;, WMJ/ 8-1 M'·.2 INIT DATE I IJ-1 !,'H /ld' /2' 7tJt7 WN.J! B· M·Z I A·/ -l ;~" .. 12' 7t?t7 WMV .!. ' ii~-/5'- ,2()' 12' 7tJP 11/#V Oesu;in Engineer I"""' 5/tJ ----"TT' (11'/"'I) /Mi., Sheet 4 of Electrical Design Plans 7.J , ....... T•IP .......... .. -,,e.7/ 10 107 1n 12' 2d' / 2(1' 12' 12' 2·W·B End of Povamt!!nl I I It"•~----Future 1. Cons/rue/ion ---l 5:1' ·I ~ I PJIASe D/A6RAM A 8 -~ -__. _,./ ct1f-~ ~ 11.re ~ ~ ~ Se1rV1ce (Approx. Local/on) ® B11/lt1sl ~12" Green Arrow fo ~ indicate continuousl!f OETA IL "A II NO SCALE NOTES (This Shee;f) l Install e.rislin~ Tt;,n 11l Conlrollt!!r( /'rom e.risling infuseclion al MtrcArlhvr flpv/en:m:I trnd • Brislol S/reel -Strn Jpo~wi7 !?Pad) gnd new ddeclor e,p:1/pmt!!nf in a new T(lpe 'M"' cabinet. 2. Loop rldt!!C/ors shall bt1 t'.r6' and spf7<;<11a' efugf/f al 'I' f7parl 3. Ma~nt!!/omele✓S sl,oll oe /ns/olled' ?St7'/'rt7m 8CR. 4. For General Noles see Slana'arcl Ot!!/Q//s. NOTE: THIS PLAN ACCURATE FOR SIGNAl:S, LIGHTING, SIGNING, STRIPING AND PAVEMENT MARKINGS &,$Z...__i" REGISTERED CIL ENGINEER NQ_~L_ __ _ DATE APPROVED Apri I Z2, i.97¢ C0NOUCTOR SCJIEOtlLE RUN AWG CIRCUIT 1? i/2 1 13\ a_ 15\ /4\ ,_tA ----,Ll_.3~ 3 -3 ...i..fL ___ --~.? .......2 . 3 3 3 3 #N~-- ---·---+---~ -~ --4-------i-- --. ---i--:-+-;-~-- ~---- ----------_t:;nHr,,._,; .3 3 3 3 3 3 TOIAL. 'I , , , 6 , tJ~t. CtrPle t. B. _ 2 2 2 2 2 2 ~2 ,t:"u/ure Cp/Jle -I I 2 --Cahle ,--- ------41116 I.Inn /'.',.A/,. ,ti ,4 ---3 - - C4IJI~ I ' ----· -110 SitrntTI C,:,mn,pn I I I I I I Lumk101~ 2 2 2 2 -2 0 t: REDUCED PLAN USE SCALE BELOW I 2 I I I I 3 INCHES ON ORIGINAL PLAN I 3 =-1 LOCATION· 11 D II TRAFFIC SIGNAL PLAN Moc ARTl./tJR BOULEVAHD al UNIVERSITY DRIVE (NORTJI) FEET 20 •c 6C 80 ,oo PT208 0.36/2/ X X Moc AR7#t/R C --x-----1 X TRAFFIC • Ot:SIGN 9 TOP ! ELE X ST~IPING 1J AIU:A ENGR. C . 5:cltum ¼r ..... FoliM HD 12 PF /,' .5h., ' I I I I I I I ' I i'.Z2I Ollt Co1111ty , ...... TololPr ..... , .... No -"7 tJr,1. 73 ..2.1 I ,t..o 108 1n ? DIST ENGR REGISTERED CIVIL ENGINEER NO 8{,/Y DATE APPROVED A,Pril 22. /9 74 --------- ) BOtJL£J/,4RO u REDUCED PLAN USE SCALE BELOW 0 2 L' .I I I NOTES /. For 6'4nera/ A/otes Se1 Sft:1ntltrrtf.LJ4falls. 2 R1locaf4 £xisfi~ T'ipe~ Co,,fr,:,//d!r To New Inf1r.s4cflon t7t"" J?,1altf!_/led /1/a.c Arl-hur Bouldvara' And u,.,/v1rs/r:!f. .LJrlv1 7Norfh) .Sa/va:1e Ex,'.s-rin.)J 04f~cf,:,r E1u1,Pmen-f And .kxl's-fl"W T!f?e 1~R'" Ca.lune-/. 3 INCHES ON ORIGINAL PLAN 3. Salvage All Ex/sfi'!B Traf'rlc SIJ?nal .Sfand111,.-d's co,,.,pl~fe MW1 'Pea'e.!t/-rlan Pash Baft-ons:,S!5nal Heads, A,11a' .Lumlnaires Where /1,P,l"l/ca'1/4. ,f: Existing Condulfs ,'/Ad ,/.17op 0dft1u:fo-Sha,// Be Ahandon1d In l"/ace. 3 :::.l ~ S. Salva~« All Pads On Exisfin.J(I :::s Pres.sure LJe-1-eare,rs. LOCATION "E II ~ ~ ~ ~ I :JJ TRAFFIC SIGNAL PLAN M4c AIITHUR BOIJJ.EVAAD ~ BRl5T0L 5TREET SAN JOAQUIN ROAD FEET E!L-!22 ==--±s 0 20 40 60 90 100 NOTE THIS PLAN ACCURATE FOR SIGNALS, LIGHTING, SIGNING, STRIPING AND PAVEMENT MARt.<INGS P72fl8 036/,iZ/ (\ V X X " X FORM HO 92 PF NOTES {Tl,is SA~ef) J. For General N,:::,les see S:to17o'oro' /Je/o//s. 2. RemoYe cv1d so/yoge Type Jff Sro,7o'or✓ Co#!,P/er'e 3 . .Loo,o ~erecror.5 S~Q// 6e 6'...f'o' 0'/7<7 ..S',,Ot7C'e.7 eyvo/7 or 9' O,,Pc;,,-/ 4. /17s/o// /Jew co17✓//c/ors rnrc,t/g/2oul 5. Cc,17<7~-✓✓r nol L3e//ljl revsec/ S/7<7// .6e o.60/7c?t:?/7ed DESIGNED ~ _TOP? ~ ELECT 0 ---+'-'-'--'+~-'-< ~ TQPO !ELECT+-c--~--i !,,L_ __ _ SIG.iNG _ _;;!-G STRIP•NGi<T.G~S-7.3 AREA ENGR C. 5 e,fw mn./Lcr COlvOUCTOR 3 3 I 3 /0 I I 3 3 3 2 2 I I 3 /8 I I 2 SCHEDULE 3 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 I I I I I I I I I 3 3 3 N /3 /9 I I I I I I I I I I I I z 2 e 2 3 3 3 2 2 2 2 2 2 I I I I I I I I 3 3 28 :N- I I I I I I 2 2 Gre,n Arrows On Our;ng fP A 2 on,::,' ~ A4 and Succeeo'/119 Ye/low 1r ro/loweo' .6y ~ 82 I I I 2 I Relocate C"onlroj and ~1vlfJm~nl compl~k wilh e /ns 2-67. P« { ,f'e,no= 2-<77 ( 1n.sra 8a,//a 2-157 (/n.s/-o-//) ( ~AC ~it/,",-tLvtf ( Ex,sf,,, s:,hs) 13,,.sfo/ SI. ) t:'/lycngmNr C',/yof'M!wpor/ Bec;ch P.,,,,M,le, sa,.,.. 07 ORA 7J -- - ~!~ ----+-' ... "'-l--"'=--tl C~RA£ ~'°~ ENGINEER U NO 86/i' om mw,,vw April 22, /97-1 * 6""'"' ,./rn,HI 7a Be a,f 11#,,,-,4ttr. ~, 1:S-t:7/f. ,,P-,,,( ?J'_..r s,1,,,// ,,C-p;11:rltv1 ii, .5'NcA A ,,#1/111er To ~-# ,11,,,.,.,_ C;,,,,r»d/:!j J,(g/11',:,if, ;ff,,n,,.,.,,,;; =~_) 2-,f'73) , 2 _,,__7-l'b' Ex1.s11n9 --------------- ) r Kzc•-oJ ,@ (b.A/sf,'1} A-/CJ' :._30,-· -7' (//) A-It?' -30' ('/VJ --!'(tfl __ -/,:J' (/?) .....,,.,_+-~.::30· (R _...i....=.._-7' ---;; (,11_i = /Ve;p ( R) = Re/oco-/ed >ll' POLE SCHEDULE REDUCED PLAN USE SCALE BELOW LI I . I ~ I 3 3 INCHES ON ORIGINAL PLAN ~ LOCATION "F" TRAFFIC SIGNAL PLAN BRISTOL STRE£T ef JAMBOREE RO. NOTE_ THIS PLAN ACCURATE_ FOR SIGNALS LIGHllt-,C ::,lc,t-.i1NG ::,1fl1PING ANlJ ~AVlMlNI M.\R"IN(,:-ac •00 /?GV/$,:,0 8Y 01.ST/?ICT •• IO·J-V 07-,208 -036/2/ X X X X ' : ........... ----'----;;h0;- '----'----!£' ~ '----, ---- ------ -- /. For General No/~.s see Standard Oela11/s. Sheet 7ol Electr,cal Des,~n Plans tJl Ora 7.3 ------------- 'j. -----,1/ £~ i# -------------- ----------~ -;;;.------- -;,.::;-:::. -~ .,.;------- -~ ------ ----- ----- ----- I I I l I I I \ / I \ " --------/ / -- ', ✓,/ .dA ~~ £J~~----~-Aii ---REGISTERED -t:IVIL ENGINEER NO ... &J_'L __ _ DATE APPROVED Aj?r// z;: /.974 REDUCED PLAN USE SCALE BELOW 0 2 3 I-I I I -t I---3 INCHES ON ORIGINAL PLAN --J LOCATION 11 G 11 TRAFFIC SIGNAL PLAN JAM80R£E ROAD al \ MacANTJIUll,11.°""_J.IFV~~. :, 1 .. ··tb o &O '° '° l20 o___ _.-, NOTE: THIS PLAN ACCURATE FOR SIGNALS, Ll1>N11r11,, ~i~rtii,ii.,-;i,;;mmr,.nu·..-,.,cwrr.:-nl MAR~_l l,; _s_. --~µ'!------------,------~-----"!:;:~r.;...__.....,,. ~';t.ilb.. (;1•C!"1-c::-;1111 i-•.;,·•.·, X X X !"-X /· • I FORM HD 92 PF BR!Dt;E LIGHTING L £GENO ----, ° Foundolion for Tfpe .IY Sfondord /Q be insfo&d w/1/J ri:11/inq closure. o Recessed sQf/;/ luminaire with 175 wall mucur!J vapt7r lamp lo be installed wifh inle9ral ballosl. □ Pull bo,r, TtJpe r, lo be insft1!kd. Liqhlint7 conc/1.11/, /};'lo.be installed. CD CMduil lo be pluqqed flush /8¥ below /in/shed qrade. @ Crmdwl riser lo be embeo'o'eo' insidt: of column or t:1.bulmenf and pluqqed flut1h 18" behw finished qrade. Sheet 8 of Electrical Design Plans D111 Co~n!y 07 Ord 73 Poo!M,1•• TolalP,a•d ShHt Talal No ShHtl -2.7/ 4-.c:> Ill /.,Z 1 / ~ -9 REGISTERED gr,, ENGINEER NO ~(,,/7 DATE APPROVED_A,ar ~ 2, 1.9 74 REDUCED PLAN USE SCALE BELOW 0 I 2 t=: I I I I I 3 INCHES ON ORIGINAL PLAN FN Trcdfic Si9no/ Standard and £1uipment see Unlvers/1, Drive Norlh(LtJc. "OJ. l'fZ+(l(l \ --lm.t-ZL-- LIGl-4TING LOCATION "A 11 ROUTE 73 FREEWAY SAN DIEGO CREEK BRIDGE BRIDGE LIGHTING PLAN CJ7·2Clc! 0.36'l21 I ; [/A lid 8 ($ Cl) 111 (0' -+-'i1 -0.211 •t. -d-... ~ U1 soo'v.c. R= -0.242.15¼ / Sfa, -2.2.19% ,., tj 0.., g -, c;;~ ~ <l) • 1soo'v.c.. ~ w I DIST. I COOlffY 1· -l;a;:;'@::_-mAL~I -=· I s.1 07 Ora 73 z.jj4.pi'12 l~Z "'"'u,,.~£~,iidUA eoo' v.c. AU1srllff111f:.UiH111m ~~1nuu c.1. L u1111uaHiid HA PROFILE GRADE R=+ 0.I1433,Y. /Sta. ~~-~~<?:11;1 ~- .. ........ ..__, Aµ-L~~f ____ _ ' l' '1 ,1 To-lo.\ Len +h of Brid e. = 12.GiB-'2.,¥, \ 2.1'-6•1 'I' 12.1'-o'' \ I2c.'-0'1 ·1 • I Abut. I ------~-;;----,, ' Do.tum E.I. - -o0.00 ./) Ben+ 3 B~n1-f 4 4-185 I 8 1 S.pe.c.ifie.d 'Tip Elevation 'TlJpe. of Pile.s AHftOXJ:19,ff 01111111'1'JTU!l ,'J'JDIPO!IAKY JIAU.ING (TYPE K) Abut.\ Ben-+ 2. Bent~ Be.n+ 4 Ben+s5,G, §.1 B~n+8 Pie.rs 9 §., 10 Bent 11 Abu+. 12. + 15 I G," C..'I, D. 1-\ •lllDGE. IU!MOV!\L ' PVIINISH PILING (CLASS 70C) -13 C.onc.. Plies C\o.ss 'i0C 16" CAST-111-DRlLLED-HOl.t CONCRETE -40 Pn.lNG DRIVE PILE (CLASS 70) , WA'l'ERSTOP • -5'2. -50 -51 .top,r SEAL (TYPE Bl-MR l ") Jil'111'1' ~EAL ASSBMIILY (J<Wl 2io") ct.Ass B CONCRETE (CUIUI) Ml!TAL RAILING (TYPE ll-S) -53 -45 -35 PDIAL PAY QUAIITrrU!I ITllUCTVRE EXCAVATION (!IRIDG!!I STRUCTURE EXCAVATION (TYPE J) S'l'I\UCTl!RE BACKPILL (BRIDGE) 11!1lVIOUS BACKl'ILL MATEJI.IAL S'l'RIICT\JRE CONCRETE, BIIIDGE FOOTING STRUCTURE CONCRETE, BRIDGE BAR REINPORCING STEEL (BIIIDGE) MISCELLANEOUS METAL (BRJ:OOB) MlSCELl.ANEOUS METAL (UsnADIBR) CURVE DATA 3,000 CY 490 CY l, 890 CY 50 CY 860 CY 11,130 CY 3,300,000 LB 6,600 LB 13,700 LB rn) 600 LP LUMP SUM 23,930 LP BOS LP 492 EA i2l LP 23" LP 320 LP 27 CY 2,625 LP e2.'-o" l I' 'I Ben+ G, 190 ELEVATION Sc.a.le.: i "=50' I M+1B.l5 P.o.c.Mac.Arthur l':lB+9'3.02 Ro.mp U-I 197-,. 1-2.,8 s ' • C. T l 12.1'-1½." l I '2.4'-2.½." --'1: I: ~"'i' Bent II' ' ~---/; 'Ori31nal ground line Abu+. 12. 2 3 4-195 ~'t:. Mac. Adhur Blvd. I 02 '.... O'\ Varies I ILo•' ~_4_5=--'-_o_'_' --------i.-------_~_4_;_2=.-_L_o_''=--'c;.-_~V=a=r--'-i=e=s_--~-~---i 1 r-r--Profile. Gro.de. T::1pi:. 11-5 Barrier Rai I; ng Ct~p.) l<:lO+ 40,54 P.Q.C. Mo.c.Arthur 1e1+c,,e,,1I RampU·4; Iee,,+9'3.eG. B.c. DD 4i-o" SECTION A-A Scali:.: :''=-10-.--V QJ :,. '!.I _J llTANDMUl PLAIIS DATED JANUARY, 1973 BRIDGE DETAILS (GENERAL & ABUTMENT) BRIDGE DETAILS (lil\LLS) BRIDGE DETAILS (DECKS) BRIDGE DETAILS (MISCELLANEOUS) PILZ DETAILS -CLASS 70C BOX GIRDER DETAILS BOX GIRDER HINGE DETAIL, ELASTOMl!RIC DRAIN DETAILS, TYPES D-1 & D-2 ll'l'ILITIES DETAILS TEMPORARY RAILINGS BARRIER RAILllfG TYPE 11 REDUCED PLAN USE SCALE BELOW L· I., r ,::f 3 INCHES ON ORIGINAL PLAN Ncte s : ,, , " , " . ''A -'\c. '2.-o xc-0 Opt:n,n3 f'or -+ J... 0 "1 ::z 0 fu-fure. u-+i Ii-ties. "B"-~ 1'-2.."~ \1-10." Opening for So. Cal,f. E.d,son Pow~r,:,,, •'c''-<\:. '2.'-~"¢ Openin,g for Irvin Ro.nc.h Wo.ter D'lstric:+ Pipe.. :1 '1-0 ''D"-<l:. '2.'-G,'1 Y. '2.'-Co11 0pe.nin3forP.T.§.T. : ·1 I91't4,1.'T7 P.o.c.. tvlac Ar-fhur Blvd. \04+ 30.'33 P.O.T. Uri iv. Dr. :--Jor+h . IIIDl!X TO PLAIIS 1 1: -A lf.J•SHUT 110. .f!l '9 l TITLE GENERAL PLAN GRID GMDl!S .vi .. -2 .J... <n 3 ~ ~ 4 ·-OJ 5 -3 ;z 6 7 8 9 iQ 11 12 13 14 15 16 17 18 19 FOUNDI\TION PLAN NO. l FOUNDATION PLAN NO. 2 FOUNDATION PLAN NO. 3 AIIIITMENT l ABUTMENT 12 BENTS 2 THRU 8 & 11 PIERS 'l'rPICAL SECTION GIRDER LAYOUT NO. l GIRDER LAYOUT 110. 2 GIRDER Rl!INl'OI\CEMElff 1'0. l GIIIDEII RBillPORCEr.ZIIT 110. 2 GIRDER IIIIIIIJ'~ ~ 3 GillllEI\ RIIDIPOll~ NO. 4 USTRAIIID illrn • TYl'E 2 11TILr!1 OPEll:tm • 110X GIIIDJ:II t!BTAL MD.Dro QTAU.S -TYl'II U-01 L0CJ OF Tl!ST llOIIDIGS IIO. l I CURVE R ~ .,. L 200+ 12.<.4 E.C. 193-+93.1 I RO.C. t<'!acArthurBlvd. 30+0lo.O<o San Die.30 Creek 110-1 B0-3 B0-5 110-13 B2-1 B7-l B7-3 B7-6 117-11 B11-30 1111-41 A62-BB EXCAVATIOM AliD JIACKJ'ILL BRIDGE -LIMITS OF PAYMZ!ff 20 2l LOG or TEST -=-IIO. ~:-•-· _J MacArthur 2.500' 33°2.e'130l 151.11' 14G.0-42.' Ram U-I 100' aa"oa'I4" 13(,.'~4' 2.10.4G' Ram ll-2 400' G,~02'2'sd' '2.'H,.87' 484.37' 1000' 2c.•09'4<l 23'2.~5' 45G,,t;,Q' Cooo' G,'3'5808 314.10 (j,C,:J,88' Curve.A 35' 110°04'4 so.or.: (i,i.'2.~ Curve. B 35' (;8°3451 '2.3.e1· 4I.':lO' b!Pte..: CD Pa.int "Br. No.55-C CoO" §. Ye..o.r Const rude.cl. I18+~I.858.C. PLAN Seo.le.; 1"=50' ~Sto.n.do. rd .,Elan shed ~-n~+ai I No. , • ( \ '°"-.' mm- IRIDGI DIPAR111Elff • • • DESIGN SECTION \"IO 0361 21 cu 07208 t SAN :-55C.:-60 lfA110fUI.NINM TIAHll'OaTATION Mctn ..,.._, Of ..UC ..... lfflllDN o, .... .,n DIEGO CREEK BRIDGE LOCATED IN ORANGE COUNTY GENERAL PLAN 11 11 ll il GRID GRADES li Scale.: \''=so· ll n CONCRETE TYPE LIMITS No Seo.le Note.: C=:J Structure Concrete Bridge ~ '3truc.+ure C.onc.re.te., Bridge Foctins LI WO cu 0 "' 0 ( C5 U) 2J ~~ C: : co r:rs::t"" _£ • CJ 8 :x Q Q) ()) Q) <O !. :z u DIST, COUNTT IOUTI l"OST IIILU-TOTAI. PIIOJICT 01 Orq 3 2.1 4-0 DU1u1&C1"1011nJihii6a ~imW: aeee f/) l.. tr, ,··~,~VJ Q ., • ' ~o/'l'Y~ 7 ~ ~ C ::J ;;I V) 0 CL ll BRIDGIC DEPAlfflllNT DESIGN SECTION ~ .4 DUION DlrTAIL.8 I' Cl- GENERAL NOTES DESIGN: A.A.S.H.0. dated 1969 with revisions and as supplemented by BR I OGE PLANNING AND DES I GN MANUAL. LIVE LOADING: HS20-44 and alternative RE I NFORCED CONCRETE: f s = 24. 000 psi, except V SAN :.DGI 55(.-G,Q = 20,000 PSI in transverse deck slabs and stirrups fc = 1,300 psi, except 1,200 psi ,n transverse deck slabs n = 10 REDUCED PLAN USE SCALE BELOW 0 I 2 3 t::I I .I I •--1 3 INCHES ON ORIGINAL PLAN --1 ll'ATI o, CAUPOaNIA TUNIPOITATION AOINCY Nl'AllnUNT Of PUIUC WOHi 1lfflllOM OIi NleMW'Aff DIEGO CREEK BRIDGE GRID GRADES DIIAWINQ NO. 01tlUIIIINA Ofngard prints bearing earl!• N'tblon da1M __.,. (D 184 + 2G. 84 BC Mac. Arthur IN 543,032.223 E 510, 3'=>0. :50'=> @ 186 + 52. SG BC Rc:,mp U-2 I N 543, 187 439 E 510,247.077 R. -zsoo' ... ,· _· 6 ~ 53° 28' 13" T = 751 . 71 L • 14GO. 42 ct. Brgs. Abut. I 0 N 543. 388.807 E 507, 885.8G7 W.W. L.0,l, 3. To the elevation ■hown on the plan• or specified NOTE, in the Special Pro:"i•ions. All bars extended into slab or footing shall be hooked aa required to provide 211 minimum clearance. 16" CAST-IN-DRILLED HOLE CONCRETE PILE BENCH MARKS BM"l8Gc>-A-lo7 Elev. \915' 72 5 Feet E of Mac Ar+lour Blvd 250 Feet 5. of Un,vere.,t-y Dr. at lr,/,ne Ranch Water Dieit Sewer Pump House, set ramset I Foot in from NW corner of PCC slab 5 of" sieps leading down to pumps on N. side of Station. BM"' I72-A-07 Elev. 2~ 42 At the mter5ection of Mac Arthur Blvd and Bon-.ta C.anyon Rd., 135 feet E. o-f 1e.. of Mc:,c Arthur Blvd, 45 feet N. of -=t... of Bon1tq Canyon> set r-arneet ·,n cehter of -Z 2 foot head- wol I of double PCC Box Culvert under Bonita Canyon Rd. sc.Alf I"• Z0' LEVEL DATUM~---- rolAUNfM!NTTID=------- CONTOUIS Al °'--~"i--1~~----I/IWTIB AS o, ________ _ DlffllCT DATA SOI PLAN IY j. $trofY'l'\)L'1 ft.. D4TI ':\,-11-J Q t>l4WN av: E, ROG:ll.JE DAT! g-28-70 aa.ta:O IY. J./ ,f Mict'ca I DAl'I /d -, -Ze + 19.1 3• for concrete piles ( for steel piles lowest mot of rein/ • 1--~ • L L-i---, r.----.- ' \~1.. -,:-:--Plan footing \__,::: \ \.l -t; ~ ~d elevation t-~,c ~ ~ Note, ""' ~ Pile type to be 11s designot!'d· elsewhere PILE EMBEOMENT <1 .,,, d oc ::{:. ';J. ~ ci -6) 0 C\.I -t-«i Ir) co co z + 25. '5 Notes: Abu+. I, Benh 2. +hY-\J 5 o,i-e DO.ro.lle.l fi. on'oe.o.rin:3 'SCi>2.0 15'\511 W. ' Bond to provide 3• cl to top of sllollow foo/. STEEL PILE ANCHOR '\:.. Ben+ 4 Berd·s C,,17,8 t;, II I:',. Pie.rs 9 e,. 10 ~ Abu-t,12 o-re po.ro.llel ~ on bearin.3 S 59°00'40" E.. For Be.n+s t;. Pier skews1 see. 11 Bents'' or 11Piers" sheets. + Denote:; spot e.levat,on,e, Underground ut"d'it"ie 5 o~ ~hown Or"'\ Die.tnct 51tc Mo'P. SRJDG! D!PAIITIIEHT DESIGN SECTION _g -0 Cl CL s "o 0 -N 0 \J) co :z N w z _J '3 't: N sl-+ r 0:, Dlff. COUlff'Y 07 Or'a 0 t:: ROUTII POST •&~TOTAL HOJKr iuiiiiimoiiURmioi Wlifiiiidiiliiiiiidiiii. 815159 ............. April 22 1 1911: REDUCED PLAN USE SCALE BELOW I 2 -3 I I . I I I ::.t ~ INCHES ON ORIGINAL PLAN rn) \ AATl•uwaaNIA TIANIPOITATION AOINCY .. An.., .. """Weal .....,.o,......-a.n IO,0i De.notes e.leva.tion o.+ bottom offoo+in3, for p'ite lo.!:Jou4 9-de.to.its no-t shown1 see. DIIIQN SAN DIEGO CREEK BRl0GE "Abut.1 1 Ben-\s 2-81 ?ier5~-101 6ent II§, /'\but. 12. •~ tlffAIL.9 BRIDGE NO, 5'5C-lo0 Dl_.iprin11"-"'o...n«...i.!onda1N- FOUNDATION PLAN NO. I POST MILi 3. 5 l 14 t.. Mt..c ARTHUR SCALE I"= 20' LEVEL DATUM~---- l"OII AUHflrUNT 'llfS=------- CONTOUIS M °''----"''-"-'l-"0 ___ _ UTIJTID Mo,, ________ _ DISTl!CT DATA IITI PUH11Y. ,,),$trm:nou.'d'tru.Tf ,•\\-JO l>lt4WN 1Y. E :BOG.ue D4"1 9-2 B-70 CllfQCDft HR M,vyJce/ DA'I /o., -za 185 +22. 98 •POC Mac. ts.dhur 189 +35 23 POC Ramp U-Z N 543 427. 13G E 510,385 573 @) 183+ 48.44 EC I N 543,410.173 E 510, 13'5 .~7G Ramp U-3 G) 191+ .3G. 92 PCC Romp U-2 I,---'-"'-'----'"'-=-'---='-=---'--=----'---'--"=:::.........,::-=- ~ 159 +13, 54 POC Moc Arthur v 150 +75.<oG POC Romp U-3 . N 543,512.390 E 510, 5GG 000 BLVD '1;. Be.nt S I I 68 NOTES Bench Mark5 -See 51-,-,et I of =, + Deno+es Spot elevations. Underground uti\1tie"!> Qre os $hown on Di~trict Srte Map. N 543 517. <o35 E 510, 352. 545 N 543 551,528 E 510,5<o5. S5G,0 1i'5:,''W Ro.dio.l 159 a, 0 ~ OJ 3 ru ill C I 0 : Ill I co 0 >-:LIi I-0 (/) 0 0:: Ill w ,!) . > 1" rJ) z => z w rn) 1-- "l t- D. + LI :J -u + C V E OJ u ,[I 0 + "' ~ .Jl 1/l 4 ,I ' + 1,j D. ~1 ~ lJ.J + . 3 0 0 r--- " (l' 0 0 \\j -<t 0 189 + 49. 94 POC Moc. Ar+hur 15 + 39.35 POT Univereit_y ....__ I Lu ..:) w -'; $ /? rJ! "-rv ® If) N 543 553. 987 E 510,380404 ® 187+42.18 BC Ramp IN 543, GIO. 914 E 510,224.546 0 0 <.9 I/ ll: "U-1" 20 I+ 20 I + ':'. ,-.. (3) dJ ~ 3 +195 iJ '1" ¼- 0 '" N 0) <() z ~ 190 +40. 54 POC Mac Ar h r & IB7 + GB. 71 POC Ramp 'U-4" N 543 644.261 E 510, 372. 781 @ 15<o+99.26 BC Ramp"U-4" [N 543, G;:;>9. 53<o E 510,442.027 't. Be.nt1 191 C..O 0 N , Note.: 189 t-78 15 POC Moc Arthur 198+99.0Z. POC Ramp "U-1' N 543 582. 119 E 510,378.382 @ 200 + 12 G4 EC Ramp 11 IN 543,583.043 E 510,491.575 "U-1" @ 193+<o9 14 EC Ramp "U-4" IN 543 ,·981. 735 S! E 509,90<o 379 ~ t-_, '-3 IY) + +L I I I I ~ 1 C': I u ~ 9 """ n I (\J w z _J iiil .. 1&CTI0111u,1nr.o. ~Uiiiidia eeee R= 2500' 6 = 33° 25'13" T= 751.71 L• 1460 42 Q N 543,358.507 • E 507,855.8G7 Ft= 400' 6= Go'.3"22'50" T = 276.57 L=454.37 ON 543 1 119. 535 E 510,G41. 271 R = 1000· I:::,,= 2G"09'40' 1=232,35 L = 45G GO ON 542,555.513 E 510,G55. IG4 REDUCED PLAN USE SCALE BELOW 0 I 2 t:: I I . I I I 3 INCHES ON ORIGINAL PLAN R = 700' 6 = 22• oe,· 14" T = 136.94 L = 270 46 0 N 544,250 254 E 510,429.446 R = '=,00' 6 = ta:1· 55· 05• T = 374. 70 L = 6G9.58 N 544,239 S04 0 E 510,446.IBB :.J For be.a.rings on Ben+s S thru 8, se.e 11 Foundo.·Hon Plan No.!''sheet. For skews onBen+s5thru 6 1 se.e"Be.nts"shee.t. BRIDGE DEPARTMENT DESIGN SECTION DE■ION PICT'AILA IIIIDGE NO, 55C-GO """ Of CAUl'OUU, TaANSPOITATION AGINCY NPUTNINI' Of ..UC: WOHi IIYWON Of .... A.YI DIEGO CREEK BRIDGE FOUNDATION PLAN NO. 2 IHl1T 4 • R=zsoo· SCAlE , .. = 20· LEVEL DATUM _______ _ 101 AUNfMENT TIB --------CONTOI.U AS o,. _ _,q,._•_,J...,.O,___ __ _ 1111UT1fSASOI'·-------- DIS1IICT DATA SIii PIAN 11Y.).~cnro'1)•·• rt,,,.,.9-11-1 o IIIAWN IY E £.oaus DA~...0... a==:,IY. N R Mcc«4,f 04'1 o -1-za + 92 543 991.55<o 510; 31 . 04 (1 ...;; <:r Q.c ~ > \9 (X) rn . N 544 328,'289 E 510, 2O2,G,2.ll> 0) rv \9 'Cf 11/ IN <D 0 _v-'9 '3 ln (<} /,;.cs cO + ~ ft -+ 0 + ~ t--If) r 6' 1/) // NOTES: Bench Markee, -See 5hee t I of 3 -1-Denotes Spot elevot1on5. \ • V (P // @ l':lB+ 81. '2.G, E. e.. I' N S4t/r5G>.01e 1-s1 o, 14~.G.o2. ()\\/'f-() :1:!,) JI/' -)1/'\1 I ~ --9 't.Ben+II -g~ • • ◊ DIIT, COUNTY ltOUTI POST MILD-TOTAL HOJICT 07 Ora 73 ?..7 /4.D idiii iid,oi iilHi'iJ.f ~iAliiii ii. 88ea Mn_,, I /4l2,"!Yiu,.2.ai I )QJII> t: REDUCED PLAN USE SCALE BELOW , I 2 3 • I I I 3 INCHES ON ORIGINAL PLAN :::/ R = 2500' t,. = 33° 25' 13" T ~ 751.71 L = 14G0.42 0 N 5431 388.507 E 507,885.807 .,, Note: For be.o-ring on Pie.rs '3 ~101 Ben-+ II e;, Abu-t.12,see 11foundC1tion Plan No.l 11 Shee+. For Ben\ Pier~ Abu-t. <oke.ws 1 '3ee '' Ben+s", '' Pie.rs" or 1Abu+.12." shee.+s, BRIDGE DEPAIITIIEIIT DESIGN SECTION ,,_ W, DUl<IN Dtrtl,IU ••11•c......a ffANIIIOIITAIION Ao:NCY .. ..,..., ......... .............. ,.. SAN DIEGO CREEK BRIDGE FOUNDATION PLAN NO. 3 El.38.3 I I .... ➔ ++-tt V 0 -f + +--+ tt V ,:::r V I , 0 .j. -H-1-.,. 183-+98.4<a 35• sC: 4r,,'' Skew REDUCED PLAN USE SCALE BELOW O I 2 3 I--'"' I., I 1<>j I--3 INCHES ON ORIGINAL PLAN --1 1011 )( i'x l~(o' Elo.s+cmeric. bear,n,g pads, plo.c.e under~ girder e..xcept as shown. ~2.•-113;, ,1 e,,3'-0'' -----------=P,....,L~A+-N,...___ __________ ___::c:...._::__ _____________ ----,,...J ·~ U\:::Y ~ ~ka le: jj'G,''=1'-011 0 0 O Finished ground 1,ine~ 0 0 (' 4'1Fille1 END DIAPHRAGM Sc.ale:"2_"=1:..0" ·-~ rt=+H~=t====:;~ L--------------------------i'-'-'l--------i.0.,-"----1:1, 31.0 _I (1) #4-f7@1~·· _,___.,.__ '2.'1 Exp. J+. -filler -#4@18'' 3 Pile. spac.e.5 e12.'-o"-IOB1-0" - -t-t--f_:1- - ELEVATION Seale.: o/i<.,"=J'-O'' 4-'-5 II C.~ 011 r-~M /~<t. Mac. Ar+hur Blvd. -At- I + + ll. -f+t---t~+-r -r + -I .j. ... -l. ·--4-+t---+-+ t--++t-.,. -. + -7 '2.'' Expanded ,~-p~c_l~\:)St\:)rene. 'lf4@151 \lervious back.fill material : ;.'. ccn-tinuous be.hind wall •• ;. .i ,, --.lU~a~--::~~ 8 ~ @ 9 c.+rs. ·-• t-tp•t ·,_,·,, ':.:. I Cubic. foo1 ofpe.rv1ous bo.c.kf\\l mo:le.rial +ie.d se.c.ure.1~ in burlap sac.k }~ ➔:t-/ fr Cr ,::,. ,:r ,:J ,:t -fr 1.:/-,:)-I '\:7 (! ~~ \:.r ,:r \.:.T I ·v '2..0 V V V V Pik ~pac.e.s@ G,'-z''= 12'1'-o'' G,3'-1 ½" .:tt4@~'' [ Both wo.~s '2.-1\~-_,./ V V V 7 I___. ,~6" .........:=- FOOTING PLAN Sc.ale: 3/(G,"= l'-0" V V V V V ,, ~'3'-1 %'I V No-te.: For "Foo-ring 5-tep De.foils'; See. "Abu+rnen+ 12." Shed. IIIIDQI DU'.utllDIT DESIGN SECTION SECTION A-A 5c.o. le : 3/511 = 1 !...0" ·••w..... TUNOC:lTATICIN Ac:Nn ...__. ......... ----Tl '111@. 12'.'t-ts.1 SAN DIEGO CREEK BRIDGE 3 E uo.l Spo.c.e-;. Al+e.rn te cut-off's SECTION 8-8 SECTION C-C Seo.le.: Pe,=l'-o'' ABUTMENT Outside -face. onl.:J WINGWALL ELEVATION Sc.ale: %"=1'-0" ~,.......,. ___ _ I I I I -..H-t- ~ \9G,-t51.08 ,, ,, I " \ i • b • cl \0 l(2_ X\-G, E. as-.-orne.nc. eann.3 pc, s, p\o.c.e under~ girder exc.e.pt as shown. ________________ s_4;_'----=-5_¼-=2.'----'' --------------..... 1----______________ s_4_'_-_13_¼_+~'' ____________________ __, ~ L]~ 0 0 __ __.:::F_i n-is_h_e._d_g_ro_u_n_d_l _i n-e-7 - PLAN Sc.a.le.: o/i'r,'1=1~011 0 E:. \8.0 '-------'-------------------------------- --t1+-- ---i/t---(:J-~ V 6 Pile. s aces@ 11'-1o'1=94-511 ... ·--+.1:,t--;-t- --(:_t--o---0---fJ---" V V V 18 Pile.. s ace.s @5'-1111 =\O(o1-Co11 ---t+f- i -0----- V --Er FOOTING PLAN Sc.ale: 7(1,11 =-\'....Q" V ELEVAT1ON :Seo.le: 3/ii'=l'....o" ----1=.- ---0-V --0--- 0 --+:.t--~t-t-~ttt-- T -0--tr-0---6-6- V -1-t. ,- 0 El. '2.0.5 ~Br s. IIIIDGI DIPAffllqlf (a\ DESIGN S,fCTION £, ? DSl'AIU QUAHTmb t: REDUCED PLAN USE SCALE BELOW I I 2 3 I . I I I 3 INCHES ON ORIGINAL PLAN :.:J N 89° oo· 4o"W Note: For ddai\s of "Sections A-A 1 B-B, C-C. '' 1 11 Win3wo.ll Elevation"~ "End Diaphro.3m1\ 5e.e"Abutmen+ t'' Sheet i 4 J @ 12." STEP DETAIL 3c.ale: )f'1=1'....o" SAN DIEGO CREEK BRIDGE :"'ssc.-e,,o ABUTMENT 12 WO 0:3<l> 1'2.\ cu 0'1208 (PMt.t•ntA ~ 't Column Outside. f'o.c.e. of ex+. girder I I I Nate.: I () I - De.ck drnin'5@. 5e"'b 2., 1 ~ 11. Re.inf. in o+he.r Be.nts o.re eiuall~ spo.ced, I 11 I I\ I 11 11 -~=.Ct'~~ I-c. 3@ ~-o =?J-o 1-~ (:) I -) -,f ~)-( ~o -t -di ----0 _II I l I l ( l I I --_I -0 + ~ -(1) -I (=)I/:) -) I ' @) -(() -=1 t+ (_) \_l ( I i' FOOTING PLAN l'l. 13 12. I~ "2. Be.nt PLAN 1,= -other Ben-ts si~ilo.r, Sc.ale•¾'' 1' o'' Be.nt 4 shown ~ 18Con-\-,\ /"41ex2.G,'-011 14 \_} 14-! t 1'2. I I 1'3 I 13 14-i 14 12; TOP i,,-v--Re.inf. s:imme.+rical o.bou+ ~ in+. column < e.xce.pt 0-s shown) REDUCED PLAN USE SCALE BELOW I 2 3 ' I ,I I I~ 1 -¼f I 8 C.on+. ~ lo ' I 14 • 14 10 J 1,-"\../' 't Between columns 14 10 ' 10 14 vv--<t.Column 3 INCHES ON ORIGINAL PLAN I No-te: I I I All bars No.18except o.s noted. Numbers at ends of bo.r.s indicate ;e?.ng+h in fee.+ from 't. be-tween c.o\urnns for bo+tom reinforcemerl"t §, <t. column for+op re.inforc.ernent. ~ lnd,c.o.+e:.s bundle.cl bars. idUiiiiffioiHRiiiiiildiA ei,ee 1 .... _ l fA;orl{.:'22,,·, 191~ Hi h Point COLUMN LAYOUT 0c.e1\e :~"=l!..O" CAP REINFORCEMENT No Se.a-le. ELEVATION 5 co.le: 3ii0'=1'-0" I 11 9-0 5'-011 SECTION B-8 Sc.ale: ¼''=l'.,_011 ' ~ lt9 X \1'-o'' ~ Tot. :eo 'Type D-1 de.ck drainO C Loco,+ion as per Gen. l'\o,n :') rz-_::J EIE.V. <i>-5" Duds _J_ r1T I ELEV. AT BENT ?-RT. EXT. COL. '----~ s'-o" ~-511 Duc.+s Rt. ex+. -~ cl, Ben+ '1 onlj '114spii-cd 311c1. 3"C..\. So Dio.. #tJJ,Tot.30 ·135° Hook with 1011 -to.i I ----------·- Be.n+ Sfotion ---. '2. 155-t00.4(;, f----------------- t~--I 5<'o+2.l.4Gi IB1+42M, -------i 5 I85+G.8.4Gi 1------------- (o I5'3+50,4G, ----- 1 l':>0+17.% B I':l'2.t04,G.8 II 1'35+82.08 IIIIDGI DEPAlmlDIT (a\ DESIGN SECTION {} ~-6 SECTION A-A Sc.a-le.: %"=1'-0'1 ------- Skew 34' Is· 02" 31'2'309" 25°42.'45" 2.5'4'3'30'1 4•41'21" 1°42' 01'' • 1O°3<o'55'1 1'3' 1s'53'' -. IIAI' 1,8 ,, El e.v. 43'-Bl" 43'-5" G,.O 4'2.'-4-'' 42,'-1,¾11 G,.O 41'-1%" 401-11~· (o.0 4o!..o¾," :;9'-11 )a" G,.O 3C.'-1Ya' 3C.1-I~·· G,.O 3G,'-4'' 3<.,'-3~" G,.O 3G,'-1¾," 3<,,'-1½," -4.0 35L.2)a'' 381-1~11 -4.0 .,. •• uwom.A RANIPOUATION ACINCT .. aa-Of .... WOM11 ............. ft SAN DIEGO CREEK BRIDGE SECTION C-C Anc.hor sp\lcc.s in spir~t arcund IJ..C.-:..:.;.;."..:._~c...L........-,,;....,~"""'"-4-""--11 ve.di«:.a I bo.r on side of c.olumn. A-,-.,...--A-,..--+::;::~~~~~"";;,,....IIU---------------------""--•11 Seo.le.: ¼i,'1=J~0'1 SECTION D-D 5c.ale: ~"=t!...011 BENTS 2 THRU 8 8.. 11 :1 \. ~ Pie.r ~ I Pie.r 10 ' I --u - ~ ... - ' i ~l'lD - I--,. ~~ ~ -~ l I I 44'-9" 301-0" 45'-3" ct: Mo.c. f\r+hur Blvd \ 4S'-3" R= '2.500'---, A ,f \ A A utilit ll·2.1 LJ PLAN Sc.a.le: 3/,~'=1~0" ELEVATION 5 c.o. \e. : ;(c,: = I "'0 '' t: ili4 \j-2.1 REDUCED PLAN USE SCALE BELOW I 2 3 I I . I I I ::j 3 INCHES ON ORIGINAL PLAN u 1t4~0~18~. ~5,Tot.3 111...__-1.,._~-~51 @.l'c..11 !!¼4~15''.____ ) j A V SECTION C-C 5ccde: Jf"=l'·O'' u u 1G>'-3II I ------------..-------------------~~-------------------~---------,~ 1C.'-9" \ 4-Mo.c Adhur Blvd. ). R=2soo.'~ 1 FOOTING PLAN Seo.le: ¾c,''=l'-o" IIIIDGI l)!PAlffllDIT (o'\ DESIGN SECTION V r,r ,.->1 o<'1'." ,<.,&:.. k . I + "' O') -' \.9 ..,,. " --~-~-5 .... ,.,.,_ ·dApit:t-.?2,♦\,, 1'-e" . t / I'--=t4@ ,et C. ' __ 4>-----,+---..----t.----,7 ~4 ,--, @ 5!..o" 1-!oriz. ~ '-----·cons+. j+. 3"C.I. ~ 4 '-<,,'' Vedico.11::J--tt---.">. El.-4.o 1!.e" Pier~ 1-8" ?,'er 10 t l ~~1......_!d-------''---1-'-!~.-----,---'1,-... '\I 4, To+. 5 r -,--,-+-, r y~ ,~c.•1 1!..3" 1!.G.'1 SECT! ON A-A 5co.le: "2''=1!..0" SECTION B-B S cede: "2_"=1 !..o'' ---TIAN:IIC:ITATICfl AC::=T ...._. ........ --- .SAN DIEGO CREEK BRIDGt:. Dln'All..a " <!3J/, ~_r,..Ufr-"T/ 11-----------------------f ..,_ I I .... ..... , _ _..,.,, ~ Pl~RS WO 0~(tf2, \ CILO'l2,,Q.6 1··, • 1 I ::, • Ut,t,.,L'/ ........ ,.,,.,..._ ~~ fr 11,.~, I I I * Vo.rie.s neo.l" Abut. \'2 DIST. COUNTY ltOUTI 01 Ora '13 r 't.. Mac Adhur Blvd. 102. !... o '1 ~ '/o.rie.s * !l'tllllttMl'l,diibNIUP►#Vflfofi 4E'.or~~OINlrmtNO 8999 un•-• Apr:i/ ~ I 1914• I .51 011 45'-o'' ~ ~[[ -1 lO 3'-(ii'' ) J D~e_k dro.ins@.1:. So.n ~ D1e-30 Cree.I<. 3'' I\\ I I ~ I I ~ i--'ft ~I il \ ~u;;f ~ ~ I--- 5'-10,k'' !□ <\,_ 2.'o\l I II • --X2--0 Open1n3 for future u+i li+ies 41 " SECTION T-T Sc.ale:~''=1~0" ti' \o-<e. ('" Cont. to+. 10 ext, 9irde.r onl..'.J 7'-o" 1'-0'' 9-Va.ries 2.'.'A.c. 5e.e. ~ b,(?; "Rao.cl Pto.ns't) ()' -2.% q ,,---I /,□ lmpor+e.d md'i! ' :it4 :::::i Se..i'Road Plo.n" 1 @_ II)"....._ ,.JJ I I (]) -0' I// 42-0'1 ---- '115, Tot, 7 er ba 1 *4. 'Tot. 4 .I per ba~ ~'114\.__/ @13" Sto.gg""r +hus - .I '.:'.l @. 8'-1 11 11' 3" TYPICAL SECTION Sc.a.I<:!.: t"=lc_O'' CJ e,''t--1,'n, <;, Varies inflar<:c PART TYPICAL SECTION Sc.a.le.: )f= I '.-Q" t. Bent 4 't. Bent 'T ~ B""n+5 TRANSVERSE DECK STEEL No Sc.ale.. 4'2.1-0" q. Vo.r;e.s * De.tail "A" I 11,j "t '2.-o Ope.n,nd for Irvin R.o.nc:.h wo.+e.i-,5tri~ j;-·De.c.k drain + 2. ¼ T1J ~ : I It I I TI I II I II r 'i,.\-2.XI-\O Ope.nin3 f'or 1.;:"'4-, So. CCI\. Edison Powc.r- Tot.1 4'2. :lf5 Con+. i 5 Cont, to-:. ii, 0 l CD '2>2.'-0'' '2.8-0" WO cu. ct. I ii I 11 • '2..-G, '><'2.-<. Open,n3 for P.l'.fi-1".\ r: -I 81 o'' I ) )._r--T~pe. I 1-5 Barrier Ro.i I in_g [DII ' rt7Kl i I --' e,'-10½.'' 3'-G,'' \ V • • / / al 4 Longi+udi;a\ bar BIIIDGJ: DEPAIITIIDrr DESIGN SECTION 8 s" 11 11 11 , .---\... "4 -x o'-8" Dow,:c: @ 4'-o•' Ll DETAIL 01A01 Sc.GIie: 3 "= 1:..0" t: REDUCED PLAN USE SCALE BELOW I I I 2 • I I 3 INCHES ON ORIGINAL PLAN mn•UUOIIIIA TUN:PORTATION Ac:NCY .......... NIUC .... ............ Tl SAN DIEGO CREEK BRIDGE TYPICAL SECTION IIIIDGE NO. 55C.-G,O °"'--'_......,__..,. __ - Note: :: O') _, t-r- ,,.11 t--ch fi.l (J) IB3+9B,4Ci, Abu+. I, Bents ~. 3, 4 I;-5 f,. Hinge. on Sp1m 3 o.re. pcxral lei o.nd on bearing NGi2.'\5'15''E.. '12. Hinge c;\5\.\_ Ext. girder '115 U Int, girder Stirrup spacin_g 'Detai I "X" 'See'' Girder la~ou+ No,2. Shed <t. Be.n+ 2. 18G,-t2.l.4<b GIRDER LAYOUT Scale: 1"='20' ~ oio.ph.= ~ eie.+ween E,e.n+ ;i ~ <t. l-\ir',9e =en ---------------- No-¼e.: rn) for u+i11t~ ope.nin'l re.inf'. not shown, see. ''Utilif!:J Opening- Box Girder" :Shee+. IIOUff '13 iiiiii•c-rioiAWiW iiiiitWWWcmLWWWIL eeee . ,Ap;r.i/ 22, i 91♦ L L S an'5 3 (p e 1e," Max, 10@12 ~ o" @. \811 Mo.x. LONGITUDIAL SECTION No Sc.ale Flo.re Flare GIRDER LAYOUT Seo.le..: 1'1='20' l I [ ][ LONGITUDIAL SECTION No SQo,\e. ~4. Bent G, 2.0'..o'' Flare [ [ [ ][ 't. Diaph.=<t Bdween Ben+ Co~ ct.. Hin,1e B''Dia h, WO cu -----~--------------------------------~- -R==2.soo' _ 't. Moc Arthur Blvd, Note: REDUCED PLAN USE SCALE BELOW 0 I 2 I-I I . I I I 1--3 INCHES ON ORIGINAL PLAN :.J For -\-ran:;ve.rse deck steel 1 See. "T~pico.l 'Sedion'' Shee..t DUION DSTAIL.a Spo.n I 2. 3 4- 5 Ci, 'T 8 9 10 II L S an 8 CAMBER DIAGRAMS Hinge ,04 CAMBER ;{; Pt. 1/2. pt, ¾P+, l-lin.9e. - .10 .12. .00 .o(i, ,I\ ,Oit> ,05 ,II .10 ,0\ .11 .I~ .12 -.02. -.02. -.02. .II .2.0 ,11 .04- ,01 .13 .05 ,14 .15 .01 .0/o .11 .o~ ~ :oi:, .11;, -10 --'-,01 .01 .01 11&.WUIMIINIA 1'11ANCl'CllTATION ACll:NCY .. AITMINT o, NIUC WNU ............ n SAN DIEGO CREEK BRIDGE GIRDER LAYOUT NO. I Dlngardpmt,looal"" ___ ~ __________ ·1 ••. _'1 ---,;-,·~'1 ale5\._\._ Ext. girder -'115 U In+, girder stirrup spac.in9 <t. Dio.ph.=t. Spt1n ][ @. 15'' Max. '\/'t Dio.ph.= ~ ~etwe.e.n t.. \-\in3e. §, ?ier '3 <t. Pier 9 LONGITUDINAL No Se.o.le. GIRDER LAYOUT Sc.a.le.: I'' =2.0' <t l-lin~e. ~ ~e~ d~k-1_ -a {t) -1 r r ~ l<'la.c. Arthur St11d. =i De.+o.i I "x'' SECTION -J:, @J G) • C J( H ][ • ' 3'' 10®12'11;@ '0 2(;@<.' ·fu@<.''i1e@0:1,,0~1.2;, LONGITUDINAL SECTION No S c:.a.le. ][ Be.a.ring Po.ds@. Hinges Ne.cir Bents 4 §.1 1o"x '2.11 x1'-10" Neo.r Ben+ e, 1011 'X 2.1.' XI '-1011 4 1ns'l!5s .. --, , Apc/l.·rc2,, 1911: 1~pe 2 Re.strainer, to+. I 2. -G, cC1bles per restrainer o.+ hin9e.s near Be.n+s 4 §, 'i __ _ '1:. Vertie.al res-trainer = <l:. Bo.~ , +o+. g pe.r~• hin~e.. LIMITS _QF EXP JT. No Sc.ale l . [ :: rnm,: rn,: rn·: rn·: It II 1 1 ii 11 11 II ,1 II I, HINGE RESTRAINER Seo.le: I '1=1O' -T:Jpe. 2 Re.s+raine.rs,+ot.1'2.-8 cables pe.r re.o;+v-ainer a+ hin3e. ne.a.r Bent B. WABOFLE.'l( SR2.5 l=iql, Join+ WABDFLE')( SR.2.5, c:.xp. Jo\n+ Loc.o.tion Type. MR Wid+h 'Thickness Hin es SR~.5 '2.Y'2,'1 I?>½,'' I 1}(~' 't 5r9s. Abut.1'2. DETAIL. ''x" No Sc.0-le. <t.. Mo.c. ArH•,uY-Blvd. 10<,,+51.05 l\lo-te.: Joint Senl Type B CMR=l") Bents '1,6 §,II,§. Piers 9 ~ 10 §. Abu-t. 12. 9-Hinges on Spo.ns G, §. a are all po.ro.lle.1 e1nd bea.rin.9 on N 8'3°0o'4o''W. For utili+~ opening re.inf. no+ shown, see "Utili-t~ Opening-Box Girder''Sheet. REDUCED PLAN USE SCALE BELOW 0 I 2 3 ,10E>l2~ 1'3@9'~,. ~ l~J.._,J8~®-9c..." ... 11_0@.c..~ .... •I, __ @...cl =8'__,_' M-'-o.'-")("-. _ __,I~- t:: I I . I I I ....., 3 INCHES ON ORIGINAL PLAN --I lftl-DIPAlfflllllT DESIGN SECTION ---nANIPOITATION Ac:NCT .......... ,_. ..... ____ ,. SAN DIE(iO CREEK BRIDGE GIRDER LAYOUT NO. 2 ,, l ,, <t:. Abut. l 'l,.. Be.nt 2. 2.1 00 3~ ' : .I ll'o '2.1 2. '" ,, 22 13 22 12. '2.1 10 10 '2.4 II 12. g I 11, '2.4 ii '1111 Cont. ~ Abut, l 'le. ~pan 2. 40 30 '2.'2 e'? ,-----~_____:==,,, 29 21 '2.9 22 30==------\--_Q __ _ 30 Yo 2. 2. I'?) \~ 22. 21 22 ~I II. ?..'2.(, I~ I~ ?..2. t"Ju 12. 2G, 1'2. TOP REINFORCEMENT No Scale. I?. 2.(, 2.2. l~ I 2.2. l'Z. 0 ct. ~po.n 3 ='t. Be.tween <t.. P>en-+ :3 ~ 't. Hin3e <t.Be.n-l-3 ~ \ 2.(, '"4 Outside foc.e of 2.1 ext, irde.r '2./ 3" 2.1 30 3 3(o 30 3(, '2.1 '2.1 '2.~ ------+-------30 ,------>-----30 2.~ ~/,, '2.1 'll11 Cont. 7..1.'l.\ 2.l tS 15 30 44, ,s=~~-----4'> 38 2.1 ==_J:L\.-----=::3o 2,(, '2.G. 30 \S 44-, =~1.--------=4'> 15 38 ~ 30 '2.(o BOTTOM RE IN FORCEMENT No '5e.a\e. cr cD +: C (i f' lll!DGl:DIJ'AIITIIQIT DESIGN SECTION ::,: .. ?4. 110ft, ; iiilUiRfioiJ·l~ ..... a.uai,a .. ,.~fl j!2 , I q 14: All reintorc-nt fll Wtaber■ at end■ of ba wa:••• othervi■e noted f. ::-n or reference 1r:. ;:;.c:: di•tance in• ffft trca t_ nt for top reinforc-.nt. tea reinforceaent and ■undled bar■ •-n thu■ 1 ~ REDUCED PLAN USE SCALE BELOW 0 I 2 3 F"' I., I '"i 1--3 INCHES ON ORIGINAL PLAN --I ---TIIANa'C:ITA'IION AC::NCY ....._ ......... ..,... __ " SAN DIEGO CREEK BRIDGE GIRDER REINFORCEMENT NO. I :°°55C-G,O :S: 3.5 ~""""-..---- I ( I I 4'\- <t.6e.n-r 4 '\c. Be.nt5 Ed e of de.c:.k ·<ti 32. I I l'T I~ 10 'l..'O II ~ 19 1e. 10 11 '2.4 11 28 141 I• 11 14 <. 14 ,~ 14 1'3 11 2.1 11 10 ae. l'I. l'7 '2.8 28 \I 19 IS 1112. 10 l1 14 13 2. 14 l?i 14 ~ 11 1'2. 10 l'T 19 'l. \ 'l\'4 ,ir II C.on+. \ Outside. -fo.ce ofex+. girder ..,,-v-t{:. 'Span 4 2. 38 3 25 32. 3 38 31=----\:------sa '<-32 ====="-----\----====as 11 TOP REINFORCEMENT No Seo.le. 15 25 15" 11 25 '2.I IS 'l. 11 11 1t I I C.on+. \ \l. BOTTOM REINFORCEMENT No 'Sc:.o.le. 1'3 10 IG, 1'31~ 13 2'!, 10 3 r~ 23 10 iG, 11 I~ (o 3 \ <t. Hin.3 e. '114 ;tl4 C.ont, <l:. 1-lin9e % 40 3'I. ,'2_ 40 so --·----+ 41,, C 40 \- 3'2. BltlDC& D«PAnllDIT <S Ill .\--'-X Ill ci. :n \- <:S en + C \- IIOUTII iiiiiiliii:tioi111riirij ,f ~iiiiiiWiii. eeee .... _, /4Pr:l✓2Z, )914 IIOT!:1 All reinforc ... nt #11 unle■a otherwi■• noted. ■taber■ ■t end■ of bar■ ind.icaU di■tance in t .. t frta t_ span or reference line for bDttca reinforc ... nt and ,f bent for top reinforc ... nt. Bundled bar■ ahown thu■ 1 ~ REDUCED PLAN USE SCALE BELOW 0 I 2 3 L I I . I I I"' 3 INCHES ON ORIGINAL PLAN --I DESIGN SECTION ---111AN:PC2TA110N ACINCY .. ...-it ..... .... ..,.... .... ,,n SAN DIEGO CREEK BRIDGE GIRDER REINFORCEMENT NQ 2 :-:ssc-c.o Dllr-4,...,._.,. ___ _ 'IIG, Cont, 33 zo 24 17 28 2 28 20 2.4, 17 24 17 8 20 :it4cont. TOP REINFORCEMENT No Sc.a.le '£. B~nt '7 ct. Spo.n'7 4135 41 28 JS 2. I 28 3S 25 41 41 35 ~ 3S 25 2.8 32 =-----+----=32 28 25 BOTTOM REINFORCEMENT No Sc.o.le. 12 d (l) + )< Ill r r mort, All reinforce1Nnt Ill unl••• otherwi■• noted. lr\alber■ at enda of ban indicate di■ t ■nc• in fHt. froa { ■pan or reference line for bott.011 reinforc ... nt and ( bent for top reinforcelNnt. Bundled bar■ ■hown thH, ~ IJllll)CI DIPAlll'lml'I' DESIGN SECTION DUION OS'l'All.8 iiiliiiiffioilW(l~ANoe .. ,.._ .~A!pertl .e,e::, I ltJJfl, REDUCED PLAN USE SCALE BELOW 0 I 2 3 ~ I I 'I I I "' ~ 3 INCHES ON ORIGINAL PLAN --I ---TUIUPOITATICN AC:NCY .. UlaN'I' ......... .............. SAN DIEGQ CREEK BRIDGE. GIRDER REINFORCEMENT NO. 3 :°°ssc.-~o 1 ~ ....... NOl!og ___ _ I ! I • I I ·i >--;_ I I 1 '12. :5po.n 8='E. Pie+ween 'lc..Hin3e ~<t..Pier9 1 <f:: Pier-9 5 4/ 'i=. Pie.r 10 4.. Ben+ 11 <t Br9:i. Abut. 12_ 32 Edge of de.c.k ---.: 3S -----32 28 2.8. I 23 23 I /8 23 18 /0 12 30 I _l4 JO 18 32 /2. 12. 30 22 2.9 22 29 /2 /2 30 33 .:il4 TOP REINFORCEMENT No 'S co.le. 33 28 33 28 19 14 z.,1s 23 18 I'} 14- 2.8 .,if II Cont. t. 'Spo.n 9 't. Span 10 4/ 20 4/ 3, J 20 29 3, 4/ 0 41 a, f'} 2;} 3( 2.0 17 17 33 2i;; 33 JJ 2G, /7 38 17 3tl 2G 33 33 2G 17 33 ,a 20 20 213 28-----+------ 34------+-----3o 20 20 20 3G 30 , JG JO 41 4 30 3, Jc; #(o BOTTOM REINFORCEMENT No Sc.ale. 14 3 15 9 ~ 15 ,~ I 19 ,s 25" 9 2 \S 2S II ,~ ~ 2/i 29 25" 8-o" c:, :1!4-t"" "1 To+,4 ~ pet-ba:j C WiWriiiii -liilWWWA. et,ea l!i 2/i ? 8 2~ 'l:. Span ti 8 29 -i Co 2~ llllllt&DaAIITIIIIIT (m DESIGN SECTION 'it won:, All reinforc.1Nnt •11 unl••• otherviae noted. •-r■ at ■ndll of bau indicat■ di■tance in ffft -t, ■pan or reference 11'1• for bottra relnforc-nt and t. bent for top r■infon:-nt. Bundled bar■ ■-thua, ~ '1=. Br3s. Abu+. 12 "' cO + )( Ll.l -1 '.!) " ro ~ C ci. r L REDUCED PLAN USE SCALE BELOW I 2 3 I . I I I "i 3 INCHES ON ORIGINAL PLAN --l .,. •• UllflNNII, ftNWIC:ITATICNAc::c:T ...._.._,_ __ _ ........ ........,. SAN DIEGO CREEK BRIDGE ........... \~1) , II ===============r===-============,==~======r======1!11:11m:1:..,.....,..~~~-t ===-~S.SC.::-'<o:=iO ~~~~~ ., 16 ~ ........... ---- C.or.cre-te. swrto.c~ ?o.ro.lle.l -to 'i:. if. Btmt I L = See. Tabre ---~-~if. Cob/; units -SH other sheets for numbor. TYPE A Vertical restrainer Concre.+e swrface. po.ro.\le.l +o_~ 4: B:nt € Coble units Vertical restrointJr DIST COfJNTT 01 or-« 13 2., 4.o L= ~~ MIDGE ENG1J«,.,;11ST£fl!ED CMLiNGtN&fUl MN DATE APPROIIEO ..._ 'J4,,o,r, Y,L,,!>,!!!; , 1 9?tl: if. Hinge \ 4•min. ' -=-=---======-======-------=-=- = 4"min. TYPE B Hinge restromer concrete to be constructed full height of girder. LONGITUDINAL HINGE RESTRAINER Torque nut lo 45 ft lbs. then bock off /U,H and peen threads. / 11 -x 0!7# stud (threaded entire length) U -bolt clips tot. 6 Bind with metal strops or wire 3•c1. l1J _..,c_s_0=1A_ 3/e" and stud Ve" hardboard 1• expanded polystyrene ELEV SECTION VERTICAL RESTRAINER ~"-cables 2"-PVC pipe A • ¼" elostomeric bearing pod B = le. I X5X 4~10'1 CABLE UNIT 4 1 chomft1r ,--f Cop or hinge SKEWED PART PLAN . Gri/loge: ~"'4 x 1!5", 4 horizontal / (4~4 vertical tot.4 ' _,...; t ~ -0 --0 0 0 0 10 -- SECTION C-C L e,en+ 4 '2.~'-i -1/811 Be.n-\-1 2s'-c.Y2.'1 -----· Be.n-t 8 '2.S'-1 11 =..9 0 _, --" 0 -IS' @I 0 (\] ~ I - 0 ~'19 ,:, ..JI 41 '9 @; (() :: 0 -1 "'" =co A-+ Hln.9e.s ne.o:r Be.nt 8 ANCHOR PLATE.S WO cu t: REDUCED PLAN USE SCALE BELOW I 2 3 I I ,I I 1 :=J 3 INCHES ON ORIGINAL PLAN { Hinge I -----~ <i. Hinge NoltJs: SECTION Girder 1• cl. "'6 J tot. 6 A-A 4"chomfer 4 SECTION A-A ( ALTERNATIVE J See olMr sheets for locolton and number of /ongiludino/ and vertical hinge restrainers. All stet1I ports shall be golvonizt1d. 11 for Hin.3e. Res-traine.r layout, se.e II Gin/er La!:fout No,e I /72 STATS Otl' CAUPOMttA , .._ , ",1 l;l IIUSl~;A~.~~~~"=--AGOtCY xs .. 12-03 -, r· DIYl•tON OP HIOHWAft SAN DIEGO CREEK BRIDGE. RESTRAINER ~-........ ---- ABUTI.JENT DIAPHRAGAIS tJ DETAIL U-1 D DETAIL U-2 Not115 3-"'6 DETAIL U-3 .. l 1d 1 )! i ~ j ! i 0- lfJI,£Bf';:{DIA 7E Q(APHRAGt.1S AND HINGES I I Note 10 DETAIL U-10 AT INTERMEDIATE DIAPHRAGM • Omit "'5 L...::, wht!n Y = MSS thane•. REDUCED PLAN USE SCALE BELOW t::' I_,~ ,:J 3 INCHES ON ORIGINAL PLAN "'5112mox. Notr, 8 DETAIL U-11 AT HINGE Uti I i4-~ Ope.nin~ re inf. Si-ze of Openin3 Irvine P.T,p: Fufuye Edison Total Loco.+,on Ranch Utilit_'.J X '{ De.to.ii No. P,T. q. T. 2-(Ji 2.'-(oll 2.. Abut,Ba.ckwa.11 u-2 U-2 U-4-L1-2 2 End 'Dioph. u-~ U-3 u-3 U-3 l:di~on 11-i' ,'-1d' II ll".\t, l>io.ph,. u-10 u-10 u-10 U-10 ~ ,l-ti,nge.D1a.ph. , u-11 u-11 U-11. u-11 B Sent Ctit>,, '-JJ.-:20 LJ-ao U-20 l:1-'2.I 2 ·Pit.rCAA ··i ,IJ-2:Jt • ' ~~~ ._U:-'2.1 u:.21 u-21 Note ~fl2mox,;.I BENT CAPS DETAIL U-20 NEAR OR BETWEEN COLUMNS •9~9. ....__.....J__ Note 5 -----+---Noftl 10 4 ,fillet --==r:-~----'~'-''--.L-....1--l. DETAIL U-21 AT COLUMN NOTES: I. For exact bcotion, elevation, size and direction of openings see other sheets. 2. Girders not shown. See other sheets. 3. All reinf dt1toiled to be placed in addition to reinf shown on otl'Hlr sl'Hlets. 4. Watertight seal around utilities at abutments to be of sufficient strength to withstand earth pressure. If structure is prestressed, seal lo be placed ofter strt1ssing is COfT!pleted. 5. 6. 7. 8. 9. 10. Main relnf. to clear opt1ning. Stirrups to be some bar size, shape and % the spacing of adjacent stirrups shown on other sheets . Stirrups to be some bar size and shape c1s adjacent stirrups shown on otl'Hlr sl'Hlets . Repbet,-each set of 4-"7 bars cut off fy opening. Place ~ on «1ch sid6 of opening. When 11Y11 is less than e•, extend top of opening to bot/om of b«tring uol 11lawtlon. For future utility openi!'lg dimensions,~~ tkloil U--4. 7/71 1,J;~'x 19/i1,1 Slotted ho\e.s (+~p-) C See No-te A) t~~ ~ ELEV-3TION \. PLAN Tack weld ~s• nut 1ns1de of sleeve for%• MX boH with li:oc.:*:_:w::as:_h~e.~r.:__~;j~i'.========J (total I) See Note B. , • Sleeve formed of~; E, bent thus: fl for sliding fit inside of roil tube. Note A: % "; studs may be used with 2 "2 tube In lieu of ¾";studs.Decrease post slotted hole size to 5/sH" 11/s" and use :,ttl' W Type A plain washers. Note 8: /o" . I SLEEVE Tack weld 3/a" nut inside of sleeve for :,ts"hex bolt wtfh lock wosher.(total I). See Note B. 1/2"; holes near 8 for side ____________ I_ ¾";" 2 Yl studs. Attach with full penetration/ butt weld.- TS 6x21t.25 structural tube Q,. SECTION J-J STUD BOLT DETAILS 8oHorn R.ai I E'.lemenf §, Middle R.ail f/emen+. -RAIL CAP Edge of ~6 • 8" 7 3•: /!o" slotted hole~ i1r0/max ol r_,,maH tell deck jt. Note: Contractor may submit alternative detail for approval. Typical for 2:2•9-3''X2.''+ube also ¾•bolt~ __ ] _____ ~Sleeve r=i~--~Roadway face of tube PLAN ~ I ,on OILU-TOTAL POOJCCT I "=' I :=;] ~ 2..1 14.0 1:30 l'!ot FltmGTIP:1'1P:D CIVIL IP:NtJINlfl':1' NO eeee REDUCED PLAN USE SCALE BELOW 0 I 2 I-• I·' I I ~ 3 INCHES ON ORIGINAL PLAN ~ 1/8 l / §12" J-------T : ____ :_ : :--- ' I I I I I : I ' I ' I _______ _t-:l ______ _ Backup p~'ate # II -¾6 x I mm.- tight flt. SECTION S-S TUBE -WELDED SPLICE SECTION G-G RAIL POST DETAILS -¥a" hex nut tack welded lo tns1de of sleeve may be replaced by a drilled and tapped hole to accept the Sleeve formed of ~/6 le., bent thus: DTu for slidinq fit ms1de of rail tube. \ ~• £7}16"" 41/2• slotted hole -H SECTION E-E ,----- 1 I 3/e" bolt. . l(,1'z", holes Co \.i 'I-(f Porf!pet "l ~ SECTION D-D POST SHIM DETAIL . t ...___...,_ ____ .. -----------'- PART ELrVATION -L....:::I =' =?) o==;:::::::=::::====:::.======--==::;::::::::::=~===;==--------~----~ - ~ '2 i==~=-==Jl------~-Sleeve SLEEVE VIEW H-H DETAIL A -TUBE SPLICE WO cu ! Xi'x I '3/ir," Slot+ed holes c+~p.) ( See Note. A) ELEVATION SECTION N-N ALTERNATl\lc RAIL POST DE.TAILS Nofl!'.: Middle Rail Eleme.n+ T. ~-3 x 2 x 0.25 Sfrucfura/ +ube.. ' A// o+her details simi'/ar-+o T.S. (;)(2.X0,'25 s+rucfur-a/ +ube. 8TAT'I: OP' CALIP'01'NIA BUSINESS ANO' TRANSPORTATION AGENCY D'l:~AIITM'l:NT 01" ~UaLIC WOflK■ DIVl810N 01" HIOHWAY8 SAN DIEGO CREEK BR.IDGE MET/\' Dfl:AWIHG NO. ll[VISION OATH