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DWG 809-6; ; CALTRANS I-5 CANNON ROAD TO CAMP PENDELTON, 1968; 01-69
X ; X X X Drawn by hecked by • .<i, :•: .. ·,,'_'·. ·:l\'.t•·,/'' '.•';':,'<.:;·e·\'.'.'•"'.C S.<,. ;.v . ",..' Sheet No. II II " " II " " II II u II " " II II " II " II II II " ,, " 11 " " " II II " " II II . " 11 II II " " • i. :" I ,· I "1 .. , .. I-005~1 (124)47 INDEX OF SHEETS STATE OF CALIFORNIA TRANSPORTATION AGENCY I 2 3 4-9 10-11 12-14 15 16-17 18 19 20-21 22-28 29-35 36-46 47-61 62-69 70-81 82-94 95-107 108-141 1-5 Title Sheet Typical Cross Sections Standard Plans List Plans and Profiles Rock Slope Protection Retaining Walls Structure Details Sewer Plans Detour Plans Construction Notes Special Standard Plans Lighting Aqua Hedionda Creek Bridge (Widen) Br. No.57-282 Chinquopin Avenue Overcrossing Br. No 57'-672 Jefferson Street Overcrossing Br. N.o. 57-271 Buena Vista Creek Bridge (Widen) Br. No. 57-277 Loma Alta Creek Bridge(Widen} Br. No.57-125 Brooks Street Overcrossing Br. No. 57-701 Fourth Street Overcrossing Br. No. 57~ 702 DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS PROJECT PLANS . FOR CONSTRUCTION. ON STATE HIGHWAY In San Diego County in and near Carlsbad and Oceanside between SAN San Luis Rey River Bridge Br. No. 57,-713 R Cross Sections 0.4 mile north of Cannon Road and 0.~ mile south of Camp Pendleton Undercrossing To be supplemented by Standard Plans dated February 1968 being th_e detail plans of a portion of the route for the State highway adopted by the California Highway Commission On September 14, 1949, June 21, 1950, and declared a FREEWAY by resolution of the California Highway Commission September 14, 1949, June 21, 1950 Begin Construction· PACIFIC OCEAN Sta 114 + 50 C A R J[ L S),B A DJ f lb.JI · II =3r:=JI . · ·. · J l:J□□□□o· ~§§~ =e7::::::!i11=7n lf=:J ~ e a . . ;; ~ Agua Hedionda Creek Br. (widen) Br. No. 57-282 " ... ·.···· ... j. t J ~·· ... /LJ. 1r==~~. 200 - Jefferson Street O.C. Br. No. 57-271 11 ====: Buena Vista Creek Br. (widen) Br. Na. 57-277 C Jt C -"' .!! >-= ~ .,, ..2 " .., -.., Q II) " u > u l ,-Loma Alta Creek Br. (widen) .. , -:-1f Br. No. 57-125 ,~ LJ /~ ll I, II jj II 'I ;.., °' u; ' Brooks Street O.C. V, ; ~i" No. 57-701 /" Ii ::J□b□~ll CJ 5 End of Project ~ COUNTY ROUTE POST MILE-TOTAL PROJECT •:;•; '~"' 11 . 11""". ·~sD.........i,-=5=,-,, -+=4:...;;7=. 3'-1=5 ...:.:4 .=o =+'-""'-', 4•. -"'1""'414 LOCATION MAP Sl;Alt Di NI(£$ 20 o ~o .,io ,;,o @o. 100 ~~'rr~~v("" ~._:-:.......-1 End Construction Sta 423 + 00 ,' NAVAL~ ""=ir==,, RESERVATION .. E€_·~ ·' .' . ~ ~------- / As:s'istont D1stnc:t Engineer .. 1 Reg,slered Covil Engineer Approved _ _M.ay_J.3.,,_J9.-...;r.._ L.~~ Beginning of Project Sta. 95 + 50 ( PM 4 7.3) SCALE IN FEET Sta 447 + 50 (PM 54.0) Depu1y State Highway Engineer Registered Civil Engmeer No. 5835 ~~.~ 1000 0 1000 · 2000 3000 4000 5000 Date Length ·of Project= 6.7 miles Projec:1 Enginee:r Dote Design Engineer Date Appi'o\lal Recommen.ded By Da1e JCPerry MAChaS'e ERSeffle '· ·; ! ' ' ' I ! Contract No. Dir8clor ()f Public Works 11-039744 i f"mn, No H-0 11;1! ·f!o.,,~Fl'l.-.:•·w1-1-1;2., -Ri;;v16fO ~.,1,i,,i:;,; ··, ' •~•·•i•.••••.,'l·-·•u X X , X • NOTES: L All At paving and dikes shall be fog sealed. 2. All AC Dikes shall be Type A. 3. Superelevation as directed by the Engineer. 4. Dimensions are subject to tolerances specified in the Standard Specifications. 5. Slope rounding shall conform to the Standard Plans (A62-AI). Proje~ Engineer Dote Des.ign Ertgioe~r Date Approval Rec::omrnended By Date 3•r-s· 12' ~12' s· * .· . I sProfile Grode ~5o/. Sc\! r -2%8c Var 2 o/, 8, Var-5%8cVor JEFFERSON ST. 0.30' AC Surf 0.451 A B-2 0.55' AS-4 BROOKS ST., 4 TH .ST. a WY ROAD· 0.'35' AC •Surf 0.45' AB-2 0 .. 55' AS-4 CHINQUAPIN AVE: 0.25' AC Surf 0.45' AB-2 0.501 AS-4 CHINQUAPIN .. AVE., JEFFERSON BROOKS ST., 4 TH ST. a WY 0 I ' 0.25' AC Surf ~-1 0.45' As~2 1 -~_, 0.501 A S-4 ST., RD. A Station 11 4 + 5 0.00 to 356+ 57 .38 A Station 356+57.38 to 358+47.70 A Station 358+47.70 to 395+00.00 20' MAIN. LANES • S I Horiz. · 111 = 10' co e: Vert. I" = 5' 20' -21' 2 I ' II -SO -5 PM 47.'3 to PM 54.0 Between Can non Rd. and .l-005-1(/24)'17 * Jefferson St. -5' unpaved walk a~e,a' St:o 8+00 to 13+00 . 4th St. -7 1 sidewalk area Sta 21 + 50 to 2 4 + 00 I Brooks St. -5' unpaved walk ar~a on Lt Sta 8+50 to 13+00 I DIST. COUNTY 11 SD APl'ROJIEO: ROUTE: 5 47.3/S1.0 Mov I.J. 1148 I _;: * Graded as available moteridl will permit. Curb and paving will be done at o later dote. VW-2 RAMP {N.B. OFF TO E.B. ON AT RTE. 78) ! • ' LIMITS OF SHOULDER 'WIDENING Lt· RT 114·+50 to J384'75 151 +50to 395+00 . . 134+35 to 395+00 AC' LEGEND ,Asphalt Concrete 1Aggregate Bose ( Closs 2) ' ., Aggregate Subbase ( Closs 4) 0.3 miles North of Vandegrift Blvd. TYPICAL CROSS SECTIONS 039741 2 /4/ / . ' ' / ' , • -A62-AJ • A62-B.2 -A62-C.2 -A73-6 D A74-I3 0 A76-A.2 D A76-B.I • A77-A.2 -A77-B.2 0 A77-C D A78-2 • A79-A.I -A79-8.1 • A79-C • A79-D □ ABO-I -A 81-4 D ·A82 D A83 □ C?-2 □ CB-A.2 □ CS-8.I D C9-I • D72-5 -D73-6 D D74-7 • D75-5 □ D76-6 -D77-8 0 D78 • D79-I □ DBO D DBI . o D82 D D83-2 D D84-I □ D85-I D D86 D D87-A 0 D87-B • DBB-I • D89-I D D90-I □ D9I D 092 0 D93-3 0 D94 D 095-1 0 D96 Excavation and Backfill-Limits of payment (Miscellaneous) Excavation and Bc;ickfill-Limits of payment (Bridges and Walls) Excavation .and Backfi II-Limits of payment (Culvert, Pipe and Arch) Timber Barricade, Raised Traffic Bars, Dikes and Road Intersections. Monuments and Markers. Cob I e Barrier. Coble Barrier. Metal Beam Barrier. Metal Beam Barrier Metal Beam Guard Roiling and Cable End Anchor. Fences. Guard Roil Flores. Guard Rail Flores and Miscellaneous Guard Rail Details. Guard Roil Connections to Bridge Roils, Retaining and other Flot Concrete Surfaces. Guard Roil Connections to Bridge Sidewalks and Curbs. Emergency Passageways. Obstruction Deflectors and Metal Beam Barrier Transitions. Cottle Guards (Metal). Loodometer Scale Pit Reinforced Concrete Crib Woll. Metal Crib Woll (Design Doto) Metal Crib Woll (Construction Details) Timber Crib Walls. Storm Drain lnlets-05,0L,GOL. Storm Drain Inlets-Gl,G2,G3,G4,G5,G6 Storm Drain Inlets-GTI ,GT2,GT3,GT4,GO, GOO. Pipe Drop Inlets -GMP,OMP,GCP,OCP. Pipe Drop Inlets at Pumping lnstal lations GMPl,OMPl,GCPl,OCPI. Grate Details. Gutter Depressions. Pipe Inlet Depressions. . Single Box) Culverts. Double Box Culverts Tripi~ Box Culverts Box Culvert Miscellaneous Details Culvert Headwalls, Types "A'' "B" a "C" Culvert Headwalls, Types "o" a" E" Reinforced Concrete Warped Wing Headwalls and Endwalls Underdroins and Overside Drains. Underdroins. Construction Loads on Culverts. Pipe Headwalls and Strut Details. Pipe Culvert Headwalls,Types "A""a" a"c" Special Single Box Culverts and Equipment Posses. Special Double Box Culvert. Storm Drain Risers Connections Flared End Sections. Concrete Arch Culverts. Pipe Riser with Debris Rock Cage. D 099 • FSl-2 -NB-3 D 01~11 D 02-1 D 02-3 D s2-5 • 83-1 0 B3-2 • B3-3 □ B3-4 0 B3-5 D 83-6 -83-7 -B3-8 -B3-9 • 83-11 0 B3-I5 □ B3-I6 • 96-1 D ss-I9 0 B6-20 -87-1 • B7-3 • 87-11 D 01-20 D 09-1 D 89-2 0 89-3 0 B9-4 -89-5 0 811-0 D 011-1 0 BI1-2 -811-3 0 Bll-4 • 011~5 0 Bll-7 0 811-_8 0 Bll-9 0 811-20 0 811-28 • B11-30 D 011-35 D s11-3a 0 Bll-40 -BI1-'.'4I D 011-42 -811-43 0 813-1 0 813-2 0 Bl3-3 D 813-4 D sI3-7 Tobie of Equivalents for Alternative Pipe Culverts and Alternative Pipe Arch Culverts. Federal Construction Identification Signs . Curbs and Driveways. BRIDGE Closure Woll Details-Box Girder. Concrete Pile Details Cast-In-Drilled-Hole Concrete Pipe .. Concrete PileDetails-70 Ton. Retaining Woll-Type I · Retaining Woll-Type I Retaining Woll-Type I-A Retaining Woll-Type 2 Counterfort Retaining Woll -Type 3 Counterfort Retaining Wall -Type 4 Retaining Wal I -Type 5 Retaining Woll Details No. I Retaining Woll Detoi Is No. 2 Retaining Wol I Type 6 -6 1 Mox. Wing walls -Spread Footing. Wingwolls-Pile Footing. T-Beam Details No. I T-Beam Hinge Detail, Elostomeric Steel Hinge Details ,T-Beom. · Box Girder Details No. I Box Girder Hinge Detail, Elostomeric Utilities Detail No.2 Steel Hinge Detail, Box Girder. Steel Girder Details, Drain Details Deck Drain, Type C. Drain a Details,Type D-I Drain a Detoils,Type 0-2 Barrier Roiling, Type I . Barrier Railing, Type 2 ,4 a 5 . Barrier Roiling Details for Types 1,2,4 a 5. Barrier Roiling, Type 6 Pipe Roiling . Picket Roiling. Chain Link Roiling Chain Link Sidewalk Roiling, Type 3 . Chain Link Sidewalk Roiling, Type 4. Mesh Median Barrier. Chain Link Sidewalk Roiling, Type 3 L Temporarv Roilinas. BarrierRoiling Oetoi Is -Steel Post. Barrier Railing Type 8 Barrier Roiling Type 10 Barrier Roiling Type II Barrier Roiling Type 12 Barrier Roiling Details Types 9,IO, II and 12 . Embankment Protection Detail No. I . Embankment Protection Detail No.2 Expansion Joint Armor Detail. Timber Detour Bridge. Slope Paving Details Type I. -. -D S2-7 D 53-7 D 54-3 D 55-3 D S6-5 D S7-4 D 58-6 D S9-8 D SI0-6 D Sll-7 D Sl2-6 D SI3-4 D Sl4-A □ 514-B D Sl5-4 D 516-3 D Sl7-3 □ SIB-2 D Sl9-4 D S20-3 D S2I D S22 D S23 D S24 D S25 □ s2s □ 527 D S28 0 ·S29 D S30 D S3I D S32 D S33 D S34 D S:35 D S36 D S:37 D S38 D S39 -S 41-1 -·-···""'!'""""""-•':;If··-,···-·· .. -· ............. ...,,,~_,.. .................... . Overhead Signs, Single Post Type, Post Type • It thru 1ZIIl . Overhead Signs,Two Post Type,Post Type I-S thru "SZII-S. Overhead Signs,Single Post Type,Struc_tural Frame Members . Overhead Signs, Two Post Type, Structural ,, .. Frame Members. . Overhead Signs, Structural Frame Details. Overhead Signs, Frame Juncture Details. . Overhead Signs, Removable Sign Panel Frames. Overhead Signs, Walkway Details Overhead Signs, Walkway Details No.2 . Overhead Signs, Walkway Safety Roiling Details. Overhead Signs, Walkway-Mounted Ballast Box. Overhead Signs, Alternate Pile Foundation Balanced Lightweight Signs (Single Steel Post), Post Foundation and Mounting Details . Balanced Lightweight Signs Light Fixture ' , Mounting Details. Lightweight Signs,Type A,Connection Details. . Lightweight Signs.Type B,ConnectionDetoils. Lightweight Signs,Type C, Connection Details. Lightweight Signs (Laminated Panel) Sign Panel Mounting Detail. Lightweight Signs (Framed Sheet Metal) Sign Panel Mounting Detail. Lightweight Signs, Foundations. Box Beam Signs, Instructions and Examples . Box Beam Signs, Two Post Type Frame Members Box Beam Signs, Two Post Type Frame Details. Box Beam Signs, Two Post Type Cantilever Frame Details . Box Beam Signs, Two Post Type Frame Juncture Details. Box Beam Signs, Two Post Type Post and Anchorage Details. Box Beam Signs, Single Post Type Frame Members Box Beam Signs, Single Post Type Conti lever Frame Details. Box Beam Signs, Single Post Type Cantilever Frame Juncture Detail. \ \ Box Beam Signs, Single Post Cantilever Post Details. Box Beam Signs, Single Post Butterfly Frame Details. Box Beam Signs, Single Post Butterfly Frame Juncture Details. Box Beam Signs, Single Post Butterfly Post· Details. Box Beam Signs, Single and Two Post Types,Sign Panel Mounting Detail. Box Beam Signs, Walkway Details No.I - Box Beam Signs, Walkway Details No.2. Box BeomSigns, Walkway Safety Roiling Details. Box Beam Signs, Walkway-Mounted Bal lost Box. Box Beam Signs, Foundation. Roadside Signs, Typical Installation Details No.I. \ □ 543-7 -S44-3 D S45-2 D ES-I-3. D ES-2A-3 D ES-28-3 □ ES-3A-2 D ES-38-9 D ES-4-4 D ES-6-5 · • ES-?A-4 • ES-78-I 0 ES-8-I0 D ES-9 D ES-II-I D ES-I2 D ES-'I3-2 D ES-I4-3 0 ES-I5-4. 0 ES-I6-I D ES-I8 D ES-I9 D ES-20 D ES-2I □ ES-22 D ES-"'23 D ES-24-I D ES-25 l'lt'IUI\. ---'..., 'nvvu l"U~I:. Roadside Signs, Post !ond Pole Details. ' Roadside Signs, Typic:al Mounting Hardware. . ' Minor Roddside Signs,Jypicol Location Details. i Traffic Signal and Highway Lighting Installations, Detail No. I . . Traffic Signal and Highway Lighting Installations, Detail No.2A .. Traffic Signal and Highway Lighting Installations, Detail ·N'o.2 B. Traffic Signal and Hi9hwciy Lighting Installations, Detail No.3A, Traffic Signal and Highway Lighting Installations, Detail No.38. Traffic Signal and Highway Lighting Installations, Detail No. 4. Traffic Signal and Lighting Standards, Types 11,II-o,m,III--o,X,X-'o S.xnl',Detoils No.6 Electrical Detoils,Bridge Sheet I. Electrical Details, Bridge Sheet 2. ·. Fluorescent Sign Lighting Equipment. · Cantilever Advance Flashing Beacon Installation Typical Electrolier Foondotion Details No. I I. Pedestrian Undercrossing Fluorescent Lighting Fixture. Traffic Signal and Lighfing Stondords,Types DZ", XlZI: and xvii . . Traffic Signal and Ligh~ing Standards,Types iYIP and XIX. Pedestrian Overcrossin'g Fluorescent Light Fixture. Fluorescent Sign Ligtiting Equipment. _,.,,-· 'T(J accompany plans doted -----L.&f""."¥--. _,,_/c-,[,...-,:..,/32.:::.J·. ir.""'.'#"---- SAFETY ROADSIDE REST DPT-I □PT-2 0 PT-3 0 PTS-I-I c:::J PTS-I-2 0 PTS-I-3 □ PTS-2-I 0 PTS-2-2 □ PTS-3 0 PTS-4 □ PTVS-I-I Picnic Table Type I. Picnic Tobie Type 2. Picnic Tobie Type 3 . Picn_ic Tobie Shelter Type I. Picnic Toble\Shelter Type I, Architectural Detail.' Picnic Tobie Shelter Type I, Structural Detail. Picnic Table Shelter Type 2, Architectural Detail Picnic Tobie Shelter Type 2, Structural Detail . Picnic Tobie Shelter Type 3. Picnic Tobie Shelter Type 4. Picnic Table and Vehicle Shelter Type I, , Architectural Details. D PTVS-I-2 Picnic Tobie ond Vehicle Shelter Type I, D D D D D IDP-1 IDK-I-I IDK-I-2 BB-I BP-I Structural Deta i Is. Information Display Panel Type I . Information Display Kiosk Type I. Information Display Kiosk Type I. Bench with Bock, Type I. Pre cost Concrete Planter Bench, Type I. Traffic Signal and Lighlting Standard, Type XXII '\ ', Traffic Signal and Lighting Standards, . ' Types XXOI and XXIV:. Traffic Signal and Light Standard, 45 Foot Signal .. Arm. Lighting Standard, Typ~< x xv . Lighting Standard, Type XSZ', Aluminum Bose Detail. . , ' ,! ,•· Light Standard Modificdtion, Aluminum Base ' Insert. Pull Box Type 9-A. , Fluorescent Sign Lighti~g Equipment, Box ' . Beam Signs . \ \ \ \ ', ! . \ STATE OF CALIFORNIA TRANSPORTATION AGENCY · DEPARTMENT OF PUBLIC WORKS DIVISION .OF HIGHWAYS STANDARD PLANS LIST (February, 1968 Edition) \ The Standard Plan sheets indicated_ \ -hereon by_ .a marked box are· applicable to this contract. 7 LF~or~m..!:!H:s-0~,0~5 ~Re:::v --------------------~( _________________ "_. _________ ...., _________ """'7':,----~--~----~--c=-o:;..·. N:..;.T..:..:..;,R~A;,,=.C~T..:.N.:..:O:.:.. · . .:..I ,:_l-~0~3~9~7_4:..,.4.:,...._:,:::Moh J ' •.. I I I I ' ' I _,:. ' '-' 1------ I • :•• H-+ --••• r I I ' ' I ' / ------· ---/ I I I I I ! C 0 "' ... "' .... .... "' ., I I L __ \ Chinquopin -------------------· -.--.·-- I I I I I / ·-~-, ' ------~+-----+ .~~T•-~ ---, ~,-.,--,--m • ', ·+ .. . I -~---• 1" ' I I I . 6 I I I I I 1__.__ NG/032 '//" F '7 I I I . I I _____ --::..!· ' -=~ --·-~ -·~ i ,,.. ·.,..., 0-:;-1 ,.:,,L1 .. . I I I I I I --- B. A. C. R ''.L-;, 58' "ff'~ 3' X -I -I -I ~ L· 1 ·. - -I 155r6'/ 7/J-'OTO :1 I \ I b b"', 9 ---· - I "' I -I --I -I -X -I l E,r /s //np /?>.17,::->e ~ ~ : I 11 11 - ' -•f•~•-~n-:_I~ ,_., // ,., )_ . 1----------· .... , ........ , ' " I \ I ' I ..... ---\ I I ' \ ' ' ' ' -- J--\G UA ~J £ DJONDA CC A ~ JL § JIB A ]I)) I ' ' -=""'"'-• ~~i--• ~" H~ ••- •---~~-~-!---;-,, -~-~ ... ~ ', I ' ' I" T t -~~~ __ .,_ ••1-~f---•+·--" -i I . ' •-'-,--.. , .... - ' ! I I ' ➔---+---+------,-· , ' ' ' -I t=== ~.w" , .. -~--, I--------..... I ' I -" ,. -A ', ; : ' . ' . " .. .. , -A -..,. ...,. ..... •-;----·c- ·-+---+---➔-• .L ·:._+-._------t+--,-+---.. -+- ~• -•m~••• -· ' -·- ' ! DIST, COUNTY ROUTE POST MILE '""' 'cO>AC . f---f----~-1'-~-lr----,-··-·+·-"---t-'"-'-'"'-; II SD 5 t<-,17..:J/.If]), 4 /-fl / i' I ,;• . . . ' . ' . • ,} '• I • ~--~ r' I:: .,_ . ----1----, I ' .. -- ' ,, <• ·' ' . 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Proiect Engineer , Dote Agua cc 7 .• • I._. , l·I 9 130 · Design Engineer Doto Approval Recommend~d By I Hedionda Lagoon . . ; ' . , 2 Date -, , ' , , - , . 7' / / ,I' l / 4 1_/11,,i/ / I / J T. II s.' • , J ' n 135 ' i : ' t\ (C IT 1 Y (0) lF (C A ~ J1 § IIB A 10) \ \ ' T. II S., R. 5 W.~ S. B. B. 8 M. ~ SEC 36 I I I I .I I \\ \ • I ! . I I I ' I I I I I I I I I ·, I I I I I I I I I I I II l I I I I I I i . i ··• i ' . , \_/ 111 I I I 111 1 1 ·,II I 11.111 ·,1, :1 11 l I I 1111 I 1 11 I I 11 1 1 11 11 11 I I --a---'---- R. 4 W., ' ' SEC. " , 31 250 I ~ 1 I I I VI I I I I I I I I I I I I I I l I I I l\l ITl~I I J I I I I I 11111 1 I I I I I I I I ll I I I I. / Bueno Vista Loaoon , .· . ' . I - , . ,, , , 7 ; , . I ' • i 2 . 3 4 ' ' DIST. COUNTY ROUU: ro,t MILE~-TOT~L PROJECT SH!alal' TOTAL No. · . 51-IF.F.TS II SD 5 47.3 I S4.0 5 14/ REGIBT!ii:.RI.:~ C:IV)L l!!NC:IINE.liH N~. - -- .. .... . ..., . , . , 6 FORM WH23A-PF --~------·-·'·"·······'"····-·-···-·--------~ (Q) JF t A ~ lL § I A ID) T. 11 s.' R. 5 W., S. B. B. 8 M. SEC. 36 £rls:rlng AC ?'o remo//e <cs, ~6> '.v'-. C" ,_.. ~~ · .. ·~ -... •.,•' ·•••.-.••••••••-•· •··• ••1. '"S, ... ,...; 1 ---+--+---rm• ,_., ___ ,~,.•'----+----+-+--+---'------+----+--+--->--'--+----• -• • • .;........---1---'-'--~••~"m"'•••••• ,~m,~....-,.ln .. •,.--. f------+----.... 1 · ··.····· :.. .... ' _--··-·+-. ·t· . --)~-I ! I . . ·1·-·5· -........ i ... -_L.:Ji!, .... · . --·--·-.. ··--~·. ___:. ; . ·-•--+· -·--· -···-... , ... --- I ;, --c~rn• , •~---••m•w"•••""• . ---r , ~-•~• ~-•-., ""~'u" .,.,,~-• 1--fl-(9-'--+' ·::.===+===~):"'-=-···-·-·· '----i----l-----'-------l----"1··----·4----~____..t----.=· - ----·······...,...... 1----'---+----+---·.--•··--·--·--+--+---+----........ ~ ~---·~~-+----+-----'-i ,. ........... -.. ·-----,.·r-.. , ·-.. ·. · . r~ 1-----+--••~ M'T"'''=•-•••,-•••---+-~~--•+---•se~ •m•-•-• \•---•• • ::-===~cc_·_---+._ ...... ~·· ...... _·-~,--_·-~ .. --'--~--'-------'---·__,·•·--.. :----· ·-,-........ +·-·-.. ·-·.·.-,--.. ··1·,·-··---. i----'----+---+--~=-~---1·-.... _ .... __ ... _ ... _!..r=-=-==t===j=-:::.==t====--==-==-=--=t=-=-=-~+_-_-_-.. i.-.• -..• -•. _ __,_.,-... =---1-3.,,,..oH. -:---+-+--· -'-' '"' ............... -·.--+---~---+- '--~-+---+-----+----+--+----+----+--+-----l---,---·-~ I----+----------+----+--+---:-------~7 .. - ==r . T""' ••m~~--. ~i•"m" ,., • .,,, 1------····~~· ____ .. ! - ___ .. , ----, .. ~-. . "--·' . .. ... I ::::-::::::= !~---·-· ... ~ ...... -~1-~~·--+'-----'-i--+--'"'""i'·· -------l---:·l ·--+,· -+-~-+--+--~--·•••m•r••••• I -~·1·"'- ~-+-----+---'---+-•••m•~ •"""<••••~""" "'" 7--• '"'''] -~··-·-•••,• '~I .,' .. ~-•-.,\--!-----···· . --· ···--·-··---..... _ :::==1.=-=~----=--t-=-= _= _= ---1+ _= _= _= _q_;::: _= _= _=_t, _=_-_ ... _.!--...... . .... ,. .... J--·,--·---·-·-i --···--·--· _____ ' i •-__ .,u -••• • .t......--,-,-~••,, , ____________ ; _____________ ·l·---•-•-. l-.,.....,.....~·· ",MM~~--'---.; ... , ... ,-.,,., .. ,.,; T. II s.' ------ _) ... _. --I ' ' µ........ ·- --+- -l---.-;....,.,_ R. 4 W., SEC. 31 B. P. R; l'.IIV. N9. 7 S. B. B. 8 M. I STATS I CALIF. DIST. 11 COUNTY ROUH POST M.ILE s ... ···--.,,. ................ '••'• --------------·. -· ............ •·, . "' '·------. ,- ·----1 ' -·-·1 ~-·,_.!., ........ _.~, . .l. .• ,-,-~ ~.-• ..........-J ·~-=--=--=--:-=--=--=--=,:-=--=--=--=--=--=-·-=-----+L:=-=---=.; ·---·'·----·-.. -·-.. --·--1-~·--•.. --·--· ....... ,:,.=::~~:.:: :::_-_ .•.• -.. -·-·-' __ ....... ·-··--... , "fl . ..-.-~---···I --. l : : ~ .. --r --· r--r-:::-.:~. ---·-=i.. -· ······-·········-L. ·----........ _... --=r~·---· 1 _i~-~--. ~t~-.· .. :,1. . i .. • l ... .,.,.,u,~~•=-1••·~~---· ~-·r-~~--i -r ~ -•~ ••~ -• --•• , .... u~,ffl........,. ,~•~a-•="•~-__,_--+_ -~~----+. -·---~~~-:;~.r.-t---·~·.----+------l---- Sfo. 7 8 9 IQ 2 3 4 15 6 7 8 9 20 2 2 ~::,:_ ___ .....:.. _____ .,.......:=-------~-------:.........,~:......-----:.....-----..:;;.,.----,,..,,.~------......... -=.-_,.,__ _____ ,=.. _____ -i=;.--,,---~---_...._ ....... __ +-------:::.-----,r;:..... _____ .,!_ ____ ~:z£..--..-- l--~--Proi•<+ [;ig:neec D,+a j _ .c~.~i9n._E_n.::_g;_no_._, ~1-D-•+_e i--~.f:'.P'ovel Recomme,ded By I o,te I ·-· ............... ! ·---+------·-, I I X I X X'--------1 X I X ""-,I - ' _ _,.)(-.;;,.._ . .,.--, (Q) ]F (Q) tCJEAN§TI]l})E T. 11 S., Loma Alta R. 5 W., SEC. 25 S. 8. 8. 8 M. ,1 I I I I I/./ II I I I// I I I I I/. I I I I I I /I, I I Creek ' . ' ' I I I I 11 11111 I I I I I I I I I I I I 111 I I I 11 I I 11 I 1111111 I 111 I 11IIIII1111111 I 11 I I 11111II11111111 - ,.;: I,,. ' / I_,....,_...., , . • • I I ,.---. L • -~ I l I I I - Pr0iec1 Engineer Date Design Engineer Dote Approval Rec::omm~ndl!td .By Dote . . I I . I . A , .. ' ' . " •• I I .8AC.R. "L'. H~ 38'-. I ' ' ,, ,,, ,v, ~'-". '177D tnTif ' " - II I /" / _ 7 ( ' - ' ' ' ' ' \ ' I ' . . ' ' ' ' • ' ' ' ' • \ ' ' ' \ ' ' • ' (Q) (C JE A W § TI I[)) l , , , , I , , , • •• . , , ' ' , , ' I I . I , " , I ' -, I I I . DIST. C:01JNTY POST NILEs-TOTAL PROJECT SHEET TOTAL N~. ~HEETS 11 SD· 5 47.3 /..54.0 · · 7 /4/ I .APPROVED I Rl,;i:iilliTEfill>D CIVIL. ENGINEER NO . ' - . - . I " 7 •• . . ' - '' - I 13 FORM WH23A~PF l!~T. e1eo. •~~••••oo ~.,;;;. ~r,i O:>P ······:'·'':'"""'!•""""'""'" Cu. Exe. Yds. Emb .. Sta. F'roJer::t Engineei- \ \ \ \ \ z \ IP \ -;.;. \ \ ~ \ - \ \ \ \ \ \ \ \ \ \ \ \ \ \ >, \ \ ~8-? C_t![b 15 Date ' •• I. ' • ---- I . . . . . ! . ! .,.. i ' 2ho:···-- i: .. ,. I I. -----• .••. i . .. . . . .. . . i . ............ i .... ·· :·i' .. --I --1-. Datu·· .,. . ·f --------I I I-• .. .. ! ---------I 6 Dat'e A·pprQval Recomrn~rided _____ .L ·-r-··-·----- . . I, 7 By Date .I. ., ' .... ···i"""""" .. · ........ : !: ..... . 8 ' ;V 66"' !.5 '{} 19 9 ••• 1. i·· ····I· I 20 \ \ \ \ \ \ \ \ I I I I / ' I / I /l/06.8/-..1 -~-~~--- .,,..,, . I 2 • ... i· .. .. ··1 ... --,f3. (f'Y,, I . . ' . ,_ .. I. .. 24 •••• I ,-. .. ... , .•.... ·. -··· I . Sta. 0 D1S1 COUNTY ROUTE 11 SD POST MILES TOTAL PROJECT "1-7. 3 54.0 SHEET TOTAL '. NO, SHE(TS 8 11/ REGISTERED . CIVIL ENGINEER NO. X X I I ' I I X I X 9 A- --... ,., ,- Gu. Exe, Yds, Emb, Sta. 410 Project engineer ,, ,,' C ITTY ------.........,__ ......,s'l;-"~ ~ = ._=:.,...======~-.~-~---;___;·~~=-'="" .. ··. ~====---~-----==--======~.~====-=-=-'===-==--=-=-=-=--------- ......__-... __ ----·-.. -. ---,_. -· .. ~------ ---~---- - r .. Design Engirie11:1r Dale • 5 0 83. 60 'R/ 474"8.:3.85POC O 2 ' ' ' Approve! Recomm~nded By ''' ,'' : 3 Dote ' ' \ 4 ' ' ' f 415 ' ' '. ' -~ l I \ I I \ ·' --.... ~ _,__,_ ' ' ' ' ' "" i;, , ' ' I I ' ' J J ' ' , ' ' I ' ' ' ' 7 ' I ' ' \ ' , 6 7 8 I I - ' ' 8 418'186.G'O EC 0 9 ;V z7•;4 ·4{} "ff 420 1 z3 -,e1 4/81.9187 ?tJTO , ,""'•--/ , , -+---... ·- 9 \ - ... -+-----+ - \ \ I I 420 i ' ..... . ·,: .-: J,_, ___ ..... ' / 2 I I ,.·, ·; I I l I I I I .,--- I I I I I I I I , I I I I I I I I I I ', I I I I I 7 , ' , ' ' 7 , ' i 42 I ,,..07¢9 .EC lt·8 , , ' ' , , 7 ' ' . 7 ' ;. : ' ' ' ' : ' I ----1 7 7 7 '' - 3 • IH$T', II ,, '' ' 4 SD !\QI/TE POST MJ/,1':S-TOUL PROJECT 5 1J.J/S4.0 - I I ,. I • I • ,. S~_lala:T 0. 9 -.-. ·- A- •'-' -- ' .... ,_ I FORM WH23A~Pf i':1,-, o1E~. ,::~•~-,i:,c, •·•• ~M ,;,~~ • X ' X X ·x Proiect Engineer Date · ,j {' j Toa Roc,f:' S/o,,oe Pro/ec>//0/7 ~~ \ .i c' j Ton Roe£ .Y/ope 4 · Pro/ec//oa > -----~=+====F===t==r=~---- _,: ✓ ..! Ton eoc,I:;-S/ope 4 ? Pro/ec//oa~~ · Date Approve! Recommended By Dote I I ·~-12.tJ' ✓--. / ---------- -80' I PLAN SCALE: 1''=20' AGUA HEDIONDA CREEK ' / I i! lo,r Roci:' J"/ope P ,,.-b/ec/ /O a I I 'E/e;: .9d7 .. I ' ' rifler 'ytlo/er/a/ I I I I ' I . . TYPICAL· I • , SECTION ' SCALE: 1'i = 10' ' ' . ' I .; OCK Dl$T, COUNTY ROUT!;. r'OST MIL~TOTAL PROJECT SHf.:ET TO'T,A.L o. tllttTr; II SD 47. 3 I S4.0 10 /1/ REGISTERED e!IViL EJH'.ilNe'.E'.li' NO. I ' 4 Too. Roce S/o,oe Pro/ee//oo E/e;: -'-/2.tJ SLOPE PROTECTION SCALE AS NOTED P.N 30 20 10 0 R/ff Approx1mol'e #'o/e,.-!.eye/ Proje<:t Engin$er Date I 4 Ton Roe£ .5'/o,Pe Pro/ec,/ioo·---~--:-i1 I I I I I I I , I I ~ ~I l( : ~i I ~ : K'. I I I I I I I I I I I ~ ~\ ~\ "\ \) I I . i\.i I ~: I I I I I I BUENA I I I I u lf/o/er Lerel TYPICAL SECTION SCALE: I"" 10' ' C\j II 11 II II II .. I ---41 ----,-l~====t:=--11.---~ II -- -- v/ec/;'a --II "it" --4t--- ll . ~k II II !:r II 11Z. II II I ---, u u I I PLAN VISTA LAGOON SCALE: I" " 30'. Date Approvol Rec:ommended By Dote Ele// /00 -r /3'.:t- i I I I • ' I I I I \\ \~ I .,,__ \ l( \~ \\\.) \Q I I I I I I PIii. R/JY / .lT .iol7 Roel' Slo.,.oe Pro/ec/1017 I I ~: 'I I I I I :)_ I~ ,I( I ,, '\) I :~ I~ I I I --------·- 8 R/ff \ ,, 7>'.50 8 Tro1ler PorJ: A 8 M C/Jo1111e/ I I w g I I I _! mi4. t : I I w ' ' : i ,,' . .Slrvc/vre. ~XCO'Yt:7/1017 t:OUNT'i' ROUTE'. POST NILLS---TOTAL PROJtl;.T SH.EET TOT.It.I. N,;,, Sl-ll:lrr:!: 11 SD 47. 3 54.0 II 14/ DISTRICT liN'-'IN•i.W:l'I '.:G-1:~-r;;:1t1;0 ~:·;v!L i.:"'N-~J.:r•.$!!\t Nil •. ~.£:"Zel APPROVED Moy '/y..26.8 _____ _ l't~C:!9'Tl!RED C:.tVIL ENGi-NJ.ER NO, Note: Structure excavation typical applies to rock slope returns at Agua Hediondo and Bueno Vista . TYPICAL SECTION I 4 Toa Poei' ...5'/o.,.oe Pro/eoliol7 R/11/ SCALE: I"= 10' 3 I I I . I I I , I I I I I I I I I I I I I I I I , , , I I I I I I I LOMA Profile Cro(,l/7o( 0 .. 48% : 10 PROFl'LE I . I ! I I : I lj' " n ----I t------'-----....,.,.-,,1 I ii II 1 ·'.?. II II II II II II ii II II II --II---- -II /0-rOO ,3/7r4B.85 l5'o: :t- (:) I I I I I . I LAN . I • At.TA SCALE: I"" 30' ' ' II I I I I I I I I I POT "O,, // \ \ \ \ \ I l I I ~ /2 NOTE: *£_, /Ills IS lloff /i17e. o/ Mo/o C'l!Ol717e/ R.,'ff / ' . -~··••:··••""•'" ., . :, ,,.___,,-J'ba Roel-Slope Proleclioo Proposed &/ocol/oi7 / o/' Lomo Allo ffos-/2 ROCK ' CREEK SLOPE PROTECTION SCALE AS NOT ED • ... FOUNDATION PLAN · II I ·s·c·' A·LE. HORI.Z. I = 5 · VERT. I"= I' C'ANTILE//ER COIVC'RETE MASONRY RETA/lt///1/6' Jr'A✓.I 7.Y?EG8 #O( rl= 4'-o" G' 6'roood Li?e a/ /"ro/?l' roce=-:::--___ ~ '--__ _ --------------- E/eJ' 6'.f'.80 ELEVATION . HOR IZ. 1"" 5 ' SCALE . VERT. r" = 1 , 25, RI 8,,,. 7§ POT ./E,Fr I ' : ' ' I ·,. I .. ' i i ~ DIST. CCIJH.l't SD APPR·QVED Mo v 7 lt.O'UTli: ./ErrfRS'tlN R/ff ii->-----' -----,.'---25 '-----+-11----',-,,....-+--,-.--l(or----I' b i ·,· I TYPICAL SECTION! BM CHC S/d Br Ol.rc /n C'ooc · Slob 0. 83' N c.34-r.i'I. 39 EC'{) .. E/e// GZ..90 BM CHC Sid Br 01:Se 1n C'oac S'lob OOZ' L/ c44r5'9.38 ?OTr:7~ E/eP -9'0 . .3'/ SCALE: 1"= 2' I , ·, . NOTE.· ,F'q;,-Oelo//s ao/ sl?o;rn see S'loodord Plons Rel'o/,7/17..9j Jf/b// Oel'o/,& oad Jj/pe 6'-B i?e.roio/0.51 ffo//. :' ' . ' . . ' I ' RETAINING WALL QUANTITIES . ' ITEM QUANTITY ,. * . . . 51 rvclu,re E %CC7//0TIO/l 35 CY .· * ..f'I ,r vc /t,❖--e 80-cr/JI/ . 25 C.Y : ' . * · Closs -"A " Coocrele ' ' r SI .r v c./t/ .r4) .5 c.Y ,"' i 80,,-Re/o/'o.rc1ag -.~ .. ·. Slee/ 500 Lbs. . ' .. I * ·_ l?Jlo/r;//?fl ffo// Siem r7f.,oe 6) 17..5 S. ;=: ' . ... . • i * ri,r;ol Pcy //em RETAINING WALL #243 i'QS-T · Mll.i:5--TCTA1. P-ROJLCT 47. 3 S4.0 TYPE 6-8 MASONRY RETAINING WALL JEFFERSON STREET SCALE AS SHOWN SHii:T TOTAL Ne-. SHEITS /2 /,J/ \1,, '----.:..u·.:.s.:..:.c~ . ..:,S;____:G.;...:.s:.-··...:O;.:..A_T_U_M-:-:---r-:--.-::----~:-,-~-----------------____,,;---i-----------------,----------------:----------,----------~~~~ Project Engln~e, Date Design Ef1gineer Dote Appro'H:il R~ccmme:nde:d. Sy Dote EC/-/ 8 -<G 7 c5'Ll .91-00 POC' JEl'"F. Boer roce o/ ffoll LC?f'ov/ L/oe I I I I I I . I I I I I 5'-0" FOUNDATION PLAN OR Z I "= 5' S··•·cALE' H I · . · VE RT. I"~ 2' 25'LI 9r45.8! POC JEFF ,i z Pipe Hood,roil See Aoc/Jor De/oil _ ___,.-, PerP1'ous /VIQ/e,riol-~+-------1--. " - ----l ;' f- St;-vcl. .8.,f/"/ Ori9inol Cravnd l>IST, CQl,!N't"t PO~T NIL!s-TOTA~ PR¢J~~T SHl"tT 'TOTAL N~. ~HE.FfS 11 SD 5 -17:; .54.. o 13 14I ,u:-:mliTERE!;I l;;IYIL. i=;NCHNEER N~. TYPICAL SECTION Tfpe 5 CANTILE//ER RETAINING'. WALL SCALE: I" = 2' i------------~~--,4G'---------------i U.S. C. S G.S. DATUM \ \ \ \ \ \ ;f 5/d?;pe \\<6,rtJV,?d L111e ol ,F;-011/ ;:-oee \ \ / J-6 . d ' ·11e of £Jock Fqce 6rCJ0/7, ~I /'-2 II \ --\ ;,.,,-x .,,.-,.,-:=-El,:.s:.e"""K o"'"'r9.:;;:::.Jlc.::..l:.?.....,._--, ___ ..... \ .,,.- \ --\ ;,.,,-.,,.- \..-c' Eler. 5745 ELEVATION SCALE . HOR IZ. 111 "5' · VERT. I"" 2' Projed Ensineer Dote De!'.ign Engineer Date Approvol. Recommended. By D01,:, BM 3. IG WELDING DETAIL NOT TO SCALE \/( J.--c-;----Crovl l--+-H·"·:-"'·--1H1,C;..,,,..-~ :{{ 2-""4x.9" Tolol 4 u ··•-•. _L ·.•.•: :,;. ,._,, .. , 4"/Y/de ANCHOR DETAIL NOT TO SCALE PIPE flA/ViJRA/L !VOTES: :/" E,rpo/?s1oa _;oia/s o//6' c/rs ffeld oad 9r1od smoo/1? oll coaoee//o/?.£ All ro/1/i?g-· /o .be .9'0'/P'da/zed o-/ler /bo,r/co//o/'J. Posis o/' · 7'-tJ" mo,r. spoc/?f,7- BM CHC Sid Br. f)isc. in Cone. Slob CHC Sid Br.. 0/sc //7 Cone. S/o.b 0.83'N c.34 r.3/39EC''o" E/er. 62.90 0.0Z 'L f 244,,. 39.38 POT b,, Eley 4'0.:YI I I , i ' . I I ' ' . •I NOT£: ro;-Oe/01ls aol sl?owo see Slondord Plo.ns )· : RETAINING WALL QUANTITIES ITEM QUANTITY * Strvc>lvre C%C'O'Yt11'io17 G.5 C.Y 75 C.Y * Closs "A" Coacre/e r Slroclure) 25 C.Y. 2000 -Los. 5 C.Y: 45 L. r. ' I '.i i/E riool Po)" l/e,77 RETAINING WALL #244 TYPE 5 CANTILEVER RETAINING WALL JEFFERSON STREET SCALE AS SHOWN EC# 8·67 X X X X \4 C L -PLAN SCALE: 1"=51 CAIVTILE//ER {'O!VC'RE7E .#A.5'0/VRY RETA/All/VG' /'fALL TYPE 6'8 I ------~--.20--~--,-----i .. H= H ~ 3 '-4" s:..t 6" 2 6'rouad L 1ne o/ rroal /oc& ELEVATION A-A SCA. LE. HORIZ. I"= 5' · VERT. I"= I' U.S.C. 8 G.S. DATUM C J \ ' TYPICAL SECTION D-D CANT/f...Ef/ER C'O/VC'RETE MASONRY RETAINING' ffALL TYPE 68 /0' E/eY. //4. G 7 Top o/ roor/0.9. Ele,v, //4.00 ELEVATION 8-8 . . HORIZ. I"= 5' SCALE. VERT. I"= I' SCALE: I"= 5' BM CHC B/' 0/.sc in Cone. fl' 373 r83. 47 EC 0 £/eY. /II. 70 BM . CH C Br 0/sc 10 C'o17c. 00/' t..l 382 r-47. 54 POT 0 E/&Y. 96.59 ' DIST. COll'N"t:'i' II SD TYPICAL SECTION C-C SCALE: I"= 5 1 ROti')'! F'O$T M·ILES---TO'l'AL PROJECT SHliU TQTA\. No. SHEET'S 47. 3 s,;,o -14 14/ '(?' 4TH ST I !VOTE: .For .Oe;fo/ls ool shown .see Sto1?dord P/oas. ' •·· ' ! ' 1. ,:: ' I •• ' * ' * I ' ' * I * i ·* ' ' RETAINING WALL QUANTITIES ' ITEM ' QUANTITY Struclure E...rcoro //oo . ' 15 C.Y. .5'trvc>lure Boeelil/ 20 C.Y ' ', Clo.rs ':-4 ,. Concrete (Y/ruclore) 5 C.Y Bor Reinl'orc1ng Slee/ ' 500 Los. ' ' R'o;f'/C1i'l11?q ,I/lo// .Siem ('T;,-.oe 6' J 125 S.F. ' ' Fino/ Po_y llem RETAINING WALL #378 TYPE 6-8 MASONRY RETAINING WALL 4TH STREET . I . SCALE AS SHOWN L--P-roi-•d ... E-ng·-ine-e,-.-Do-te...--D,-sig-,, -Eng-ln-•e-, --,,-D;...ol-O ~-Ap-p,-ovo",:'I ":""'Rec-om_m ... en",:'de",:'d":""'By--:'"":D~ot,._e ,----------------------------i"""'------------------------,-----------------------------------"T"""-----------,------E'!e"C"!':"h'~~8,:"'"""'G~7_.J A L • I I . . s....J ✓all_j PLAN A _J SECTION A-A _j I I 48" I I I I I ........... , , , • SECTION B-B G C P -D. I. SECTION A-A GENERAL NOTES: See Standard Plans D 72 -5 /N 4 Cl?eckered Pio-/& Corer t' /rcme Cura J'vppor/ See Cleaero/ /Voles PLAN GENERAL NOTES: See Standard Plans 072-5 A L I I I II : : I I l ......-'------1----"¥-f I ---------. -T"'I \ I I I I ?l(j : I I I I -------,-,-,....,..~--.........---+ ~------,-,-;- A _J I I I I I I I I 1 ----------f--\i I ~--~-~--· -·-·-1 I -1 1 I I [ I i : I I I I l--1z '};ui?. PLAN I Projed Engineer Dote De~ign Engineer Oa:te Approval Recommended By Date Cvro Sb'pporl See ce,,,,ero/ Noles PLAN MODIFIED OL-D.I. SECTION A-A MO DI F I E D O L -D. I . L5'e/7d_er,ooS'ed oor,., /c /77/,7. l/7/,:? /v_9'. ,:,-5 = Tc,;: fl_ ~ SECTION A-A JUNCTION TYPE J-1 /Z "m/o. -----+-AliM iJ1lclJ CvloJ",F ffoll CIST. COUNTY R.OUTF. i;;H\cE.i TCTAL NO. H!".E'I'!, J3~0" 4'/o/Z' ..:r~o·r I .. \ II SD '1l 3 S4. tJ 15 /4/ '-O ,, APPROVE'.CI _May TRANSITION DITCH B~ '' -. , ,.. ·'""-'' '' , .. : ·-- 1968 1--s'-o"....,...+-_ _~3'-o'!..f--s'-o'~. A I · 1'-0'!..; -~ ~ f-1'-011 · I A '-1, ,~6''~--12' ---1~6"!--lh====::;;:;;t::=~~=====r=1-J 2 ,_011 • !I I _...--,..__Straight Grade K / 8 PLAN i.. II , 4 411 II • 611 ' 6 2 ;;4 bars L311x 2 !t~'x31s" ----~11~0"----( $;, i l : IIID~ :~ ABM SECTION A-A DITCH a L SECTION 8-B 61,~/C~ 1 7: lh -r Ji~ H I _Jl ___i 6"~ ~3~0·:..J 6'" SECTION 8-B #S >c< lol 4 SECTION B-8 .3.ZO' SECTION B-B CUTOFF WALL SECTION C-C EARTH DITCH ' _..-----:::-:::::::1-::\ F------,_ ----\ I I I \ I \I ----:c ------U:;:-:::..-:--i- A4"-+--:-:,z,, mio. SECTION A-A 611 SECTION 8-B 8-2 CURB OPENING SECTION A-A PLAN CONCRETE LUG / z "/?J//J, NOTE: Expo-a.s100 Jo/11t Steps paid for as 0.60 cu. yd . Class A Concrete. ( Minor Structure) (Final pay quantity) #4 PLAN CONCRETE STEPS STRUCTURE DETAILS E,rpcro.,/0/7 Jo1ol A __j EC# 9-,£7 ' __,t:::, ~ "" ..Q, a m a "' s· ~ ~ i? 1t X -n 0 C ::0 ~ :c X w · ·{ . II r /// ii 0>,'"'ld,,eb,c, 7_,..,,j/ • I !I .- 11 ! (IP1 #2, 1 .x "'"' Poc O /J / / / 1 c1;,,, 70,a,ca me o o ,,. s7o,oo.oo.Bc T.F-/~ w I I! "' ......, ~ t,,. >i lJ If Ir lj h ~ku~~~ ti')-~ (S ~ i l, "' -- 0 .-_-"' 3 ~ a. il. ~ $1/,.3/'5.9 PtJC O ~ 1 I~ I c'8>'0,;l,8.9F07 Mss1b/ \\ \\ 3751-,/tJ.ZOE,::' 7rJ'A "''j '\:JG. ,.,,,.,:----i\ ¼ >-, ~ r:,, 'ii -~ -~~ 1:i_" I (.>,~'5~ ':: "'l ' \.a 377,-Jcf.,;z B; Tr-21 \ 379;LJ7.6'0£C 7r-c'- 379-1/,:J,88PC7 Tr.ZA .5'82>'56.07 BC' 7/'-2 ~ l I ~ ~\) t>,' ~ ' ''Ji ' ' -5' 71 "00. 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' l.57r.9tl/88C 7C-/A /58r70,/4 £C TC-/A <:5-a .,...?o ·Oa - ~C':,._ \ " -"i 'ti t,., ------<.C 1/ _ ~l II I• II ~ '•-f\>t'.l ' fl ~~~ "" \\ ¼~~1:i,,, ~~ -~ ' , ' /.Gtlr 90.42 .6'C 7C-,M 16'1,.70.5'8EC TC·/A~ ZO '/.f /6/r,i'.¢. 96 POTO /6Z_138_08_8C7f'-Z 553,,4 7 M EC 7 r-2 I ll,?/'Ll3831-,"4,57Pc170 _ _ \_ --_ _ ~--_ ·-_45_f'_OT!5-6 ~ ---_ · -/63>' 2E:8.3EC TC/= j JF;:,:,J"' .;1cD,,_90. poco ----· zo_:e;1c3,,.1.5.;7-;e>c7:rcJ --· (f) 0 0 "' -= IL 0 rn -, 0 C :::0 8 -0 r )> z (/) ~ I 11 .-_ ---•-----·-__ -------•---jG01c152;;;:;:C=o ft'£1.f'6'01: · ---. II I_ II :E rri (1) 0 cn VI -+ -+ -I --I :E ::E 0 0 I I :E :E 0 0 '< '< --I -I .... , 0 0 --,.. --n· o \\ \- \\ \. t 7p5A \~-\~ 1\ ,.,;i_,, 98·7fffoc 0 \ 3,. ,,. 31-0I. , 21 'Lt 3,,, £/'LI 3GO,.gG. 9Z - ~, \ \\ \\ \~ -!>' /6'3r78.Z6' POTO~ /0 1-oc, C.c ?OT hmc.r .:7Ck mt I tn j 11 I ml I I I ;-. /6'4r6'817 TC-Z~ ZO'LI /6¢r6'517PtJT 0 • " • I ~ • < • ~ z ~ z ? ►-' ' Q " " ,· ,!-,.,5. "" -1~: . -:-g, -~ ,_ ._i!:! • • • .fl •o 'I ;~i .-.-.,, ~f:l :; :i:i, -1• -~ (/JI 8 a~ < Ollg ~ '-t..J • N; {.:." ~i --11.~ • 0 c::, 6 Cb t,ij .-.L. ;:; ---· 1· -._ ~ ., BENCH MARKS & REFERENCES . . DESCRIPTION . LOCATION ELEV. DESCRIPTION LOCATION ELEV, . CHC BR. D IS C IN CONC. 0. I 8 'S, 123+73.45 53,88 L & T IN DROP INLET C. L. 316+48.93 50. 11 " 0.22'S. 130+84.89 33.24 C.H.C. BR. DISC IN CONC. 0. 04.' LT. 326+47.31 55. 12 " 0.04'N. lll9+13.98 28.41 II 0.04'LT, 346+47. 62 · 101.os " C • L • . 159+53.95 4-2, 3 2 L & T ON EXIST. o· .. C. 0.02'LT. 350+82. 12 133. 74 " 0.83'N. 234+31.3.9 62.90 C~H.C. BR, D IS C IN CONC. C. L. 373+83. 4,7 111. 70 " 0.02'LT.244+S9.38 40.31 II 0.01 'LT. 382+47.5<1 96.59 " 0.97'S. II 0.02'S. . DESCRIPTION LOCATION 60"Xl8 .. 5' TAMARACK AVE. 124+00 90"X73.5' ELM AVE. 1 82+'50 DOWNT Ol~N 60"X18.5 1 TAMARACK /\VE. 189+50 b0 11 X18.5' LAS FLORES DR. 211+00 ' 90 11 X13.5' ELM llVE. 227+50 DOWNTOWN 138 11 X13.5' OCE/l.NS I OE 242+50 ESCONDIDO 36 11 X7' OCEANSIDE 254+39 CITY LIMIT 36"Xb' CARLSBAD 25.4+39 CITY LIMIT 60"X18. 5' LAS FLORES DR .. 259+50 60 11 Xl4.5' CASS !DY ST, 264+50 STATION TO STATION I I ~+00 120-,.00 120+00 130+00 130+00 1~0+00 140+00 I SQ+ 00 1.50+00 160+00 160+00 170+00 170+00 180+00 180+00 190+00 190+00 200+00 200+00 210+00 210+00 220+00 220+00 230+00 230+00 24.0+00 240+00 250+00 250+00 260+00 260+00 270+00 270+00 280+00 2.8 O+ 0 0 290+00 290+00 3.00+00 300+00 310+00 310+00 320+00 320+00 330+00 330+00 34-0+00 340+00 350+00 3 5 O+ 00 360+00 360+00 370+00 370+00 380+00 380+00 390+00 390+00 400+00 ~00+00 4-10+00 4-10+00 4-20+00 4-20+00 422+00 • TOTALS Project Engineer Dcto Design Engineer 262+98.62 34.57 T BAR & CAP ,190' LT, 410+00± 77.94 268+42.00 SI .22 OCN. CITY MONUMEN.T IOO'N, N.E. COR.BR.~57-09 64, 91 . . . SIGN RELOCATIONS RELOCATION DESCRIPTION LOCATION RELOCATION REMOVE 60"X11.5' LT. SHLD. CARLSBAD 279+00 280+00 NEXT 4 EXITS RT. SHLD. 181+50 138 11 X14' LT. SHLD. ESCONDIDO 280+00 281+50 REMOVE ViST/l. WAY s4 1'X13' MEDIAN VISTA 290+00 290+00 ME~IAN S/l.N MARCOS 208+00 60 11 X14.5' NEW PANEL . LT. SHLD. CASSIDY ST. 302+5U MEDIAN 302+50 227+5U 60 11 X13' LT. SHLD. MED 1. AN MORSE ST. 310+00 314+00 242+50 138 11 X16.5 1 RT. SHLD. MISSION AVE. 347+50 347+50 DOWNTOWN RT. SHLD. 254+39 90"X13. 5' REMOVE OCEANSIDE BLVD, 3SLL+OO HIGHWAY PATROL LT. SHL.D. SIGN IS TO BE 254+39 INCLUDED IN ABOVE 72"X14.5' . REIJIOVE LT. SHLD. HILL STREET 366+50· 261+50 EX.IT 3/4 MILE RT. SHLD. 60"Xl4.5' RT. SHLD .. 264+90 HILL STREET 384+50 384+50 ROADWAY QUANTITIES EXCAVATION C. y. EMBANKMENT C .. y • 01.':!te MEDIAN RT. SIDE 574 1535 882 428 905 832 860 881 880 675 841 955 9 4-3 953 713 8 74- 899 8 1 3 835 807 895 918 860 873 630 696 786 812 331 23886 569 7513 I 1281 3300 I 4.8 4 I 2 2 4- 578 I 6338 6001 488 I O 4-2 I 83 91576 705 159264- 223,769 Approvol Recommended ·ay LT, SIDE 3789 22416 260 1016 520 3308 8596 296 40619 Date MEDIAN RT .• SIDE 99 253 4 1.4- 737 787 634 804 786 902 8 LI I 8 4-5 582 763 540 8 7 4- 63 I 603 704 653 658 5 18 · 763 618 639 806 640 488 484 268. 5026 I 045.3 60 1336 7893 35157 692 9415 87()33 691 LT. SIDE 517 I 536 1537 2450 927 754 1007 5233 9495 899 3 3 6.7 18334 165225 31376 214,935 -co ~ Cl . . . s zo z z 0.. 0.. 0.. 0.. L1.J 1 0 ::r: 0 0 -L1.J L1.J ,-en -c"-'.f'---::.: L1.J ::.: ::.: :::,;: en 0.. 0.. >-w ,-,-w .. • (.!J <( ----u-u-c::: z . . o..o o.. a '-'::,;: U<( U· u u _J L1.J wen wen u 0 (.!J u --,-. ,-f-z C>'. ~ L1.J w q_J Cl I D D D a □ OD 0 f--a.. >-w ::: w c::: == c::: 0 c::: a uw L1.J N w w w u (/) ,__ f-,-,- a:: ,-0... ,-0... 0... u 0... ::r: 0... ::r: _J ::::, <-<( <( <( I·<(>,: <( >-w f-f-,-;z 0 0 0 0 q z,-z,-w 0... w L1.J L1.J L1.J u, -= w_J u,-u u u C>'. -c:::-CL. (/} d..::,;: 0... ::.: <( 0... ---:::r-z L1.J L1.J N w w a -a a Uc, • _J L1.J L1.J L1.J ,-,-t--'-f-_J (.!J _J _J <w . '-" . '-" '. (.!J . -w C>'. ,-,.,,. _J c::: _JC,:: u, :z U>Z (/) :z ....J ,-::::: <( ::::: <( ::::: <( 0 °"□ --w <W -=l;W -0 a 0.. _J (/) co CDt.!l cc t.!l CD c.!l "'"' L1.J "' > >-"',-"' ,-w uo a.. . I I I WU N u = ....J = _J u u = c:::, = = :::r-= :::r-o< -0.. (/) z < ±::::, co ::::, a -10 □ -IN <.D -<.D °" co-□-:::r-- "") NU -u °" co °" -...0 c::: -M ·a.. ::,;: <( M □ ±-M '-N-.· - DRAINAGE L, F. L. F. L. F. TON TON TON L. F. LBS. LF. L. F. L. F. L. F. UNIT NO, . I A ' 374-r B C . D . 374' E 52 12 F . G ·. . 2 A I B 200 . C . D . . E . • F . 2~2 . G 180" 4 H .. . ' . . \ I . .. J 4 2 24-.. . . . K . . . . . .. . 3 A . 32 IT B 52 .. C ' 32 IT . 4 . A · .. 3 2 11 . . B 42 C 3? I' 5 -500 1300 1900 A ~8 I . 6 . ·. 2200 . - . . 7 A B . . C ·. . D E I . F 6 G ·. . . .. . . 8 A .. . 4 B . I 8 4" C ·. . 58 . . . 9 ·. 230 0 . . . I . - ' . .. 10 A' . . . · B 557-l' C . D 498"' 1.1 . 33 . 5.2 66 94 500 6000 1900 4 3708 4 242 58 4 . · . . SIDEWALKS . LINE SI DE STATION TO STAT I ON L. F. WIDTH CY. FOURTH RT. . 21+95 23t45 140 I 4, 25 7 .. 3 II RT. 23+45 23+95 50 5.00 3. I " LT. 22+80 23+50 70 4.25 3. 7 .· " LT. 23+ 50 24+00 50 5,00 3, I . . TOTAL 17. 2 . DRIVEWAYS . . . . LI NE. SIDE STA . @ 't DRWY. WIDTH C.Y. CHINQUAPIN RT, 6+85 12 2. 3 ,, LT, 7+55 II ,, " R T , 12+70 " ,, ,, . LT, 13+25 II II JEFFERS ON LT, 9+70 II " ,, . LT. I I+ 45 II ,, II LT, 1.2+ 25 . II " FOURTH RT, 16+00 .. II " II RT. 16+70 40 6.8 II RT. 23+ I I 12 2.3 TOTAL 27.5 CIJUNTY RIJUTE P05't kdLl:'.S----'J'l:l"tAL PrtOJECT SMEET TOTAL NO. :!!HEETS .. II SD s -'17. $ / S4.0 19 14/ .. e2 L1.J ~\~&\-f'-. L1.J 0.. --c:::-. ALTERNATIVE CULVERT PIPE (TYPE 10) ---u u:, :z . L1.J --~ "' ::E --:z <( a SHALL BE EITHER CLASS m ~1~1rt1,;:"t (NG!e.11!. (.!J a LW -' .. :::,:~,:;·<t'·> . ', '.::.'\>.'f;:>:;; )'.'i/:,_.!f,ZO . <( (/) (/) _J f'-M<Jv 13 . /968 u -Ue>: _J REINFORCED CONCRETE PIPE OR t.!l "' "' w L1.J ""' APPROVFD C>'. <( -7 / I . <( <( ,-C>'. z u.. >-CLASS m ASBESTOS CEME'.NT PIPE. D < ,-N ....J _J L1.J ::, 0 "' <( w -u u ,- _J "' -u u ,-C>'. C>'. ,-""' ::::, f-. <( ---a '-'w ::r: a <( <( >< (.!J RE:O.J:-TI.RI.D C:IVIL ll:"NGINl!:f:." NO, a ::,;: :z ::::, 0... w :> co L1.J :z -u . a c::: "'z <!' CL. -0... 0... 0... z uf-<(<( u L1.J w 0.. DRAINAGE LIST w . ' ""' u, _J CIC C>'. -• (.!J ::.: u u == >< ::::, ::, CIC ::::: <( a (.!J _J w . _J zw ,-,-,- CD c.!l u C>'. c::: (/) C>'. u u u, . cc (/) 0 -u :c I '-'u, ::::, ::, I <""' u = <.D = = " <-C>'. CJ-:'. Cl C>'. ,-co-q co N -_J:::,;: _J ::,;: -I--'-,-::::, --<.D :::r-:::r-<( u,-o..-□ "' (/) :a;: .· I SHEET DRAINAGE L. F. L. F. L .F. L. F. C. Y. C. Y. s. y. C. y. C. Y. c. y' C. Y. REMARKS WORK TO BE DONE . I .. N O • UN IT NO. 3, 3 I* 13 . SEE STANDARD PLANS (24--12 GRATE) G2-D. I. . 3 I A 364 4 5 er 632* · .. 42 II CLASS I I I RaCaP. B I I . 26* . SEE STRUCTURE DETAILS J-1 LUG C I 2. 96' 13 1 SEE STANDARD PLANS (24-12 GRATE) G2"D, I, D I .. ya 9* . 24 11 ALTERNATIVE PIPE & JACKED R.CP E . 0. ~5' SEE STRUCTURE DETAILS L-I LUG F · .. . . 24 !Cl" I O"' . INCLUDES 90° ELBOW I 811 I~ r,A. r.M.P. . . G . . . . . I ll 7 , . SEE STRUCTURE DETAILS 12' EARTH DITCH . . * * 2 ·. A ' . . 166 SEE STRUCTURE DETAILS TRANSITION DITCH . B ·-1.67" SEE STRUCTURE DETAILS 3 ' CUTOFF WALL . r . 37.5 160 SEE STRUCTURE DETAILS A.B.M., D LTCH . . . . . .· D . ~. ~ 2* . . SEE STANDARD PLANS . STD. PI PE HOWL, WITH 3' CUTOFF WALL E . I 97" 294* . ·. INCLUDES 10° ELBOW ~8" 12 GA. C.M .. P •. . F . SEE STANDARD PLANS . . O,M,P.-D.I. . G . 0. 64* SEE STRUCTURE DETAILS L-I LUG H . 666 .. I 468x 1881* .. · 48" CLASS I I I R-.C. P. 3 . I 2. I 9* 13 .. SEE S.TRUCTURE DETAILS 136"R GRATE) G.C.P,-D,I, .J . 4 6:,;,: 7* . .. 42 !T CLASS I I I R.C.P. • K I ·•· 5.61* $EE STRUCTURE DETAILS (i\-11 CHKED,PL.) MODIFIED 0-•. l.-D •. I. 3 3 A 23x 28* . 18 11 .TYPE 10 ALTERNATIVE PI PE .· B 4. 43*• SEE STRUCTURE DETAILS li 11 CHKED,PL, J MODIFIED O. L.-D. I. ~ I . I .. I 5.73* . SEE STRUCTURE DETAILS (,i.-11 CHKED.PL.) MODIFIED O. L.-D. t. 3 4 A I 5x 19* I 8 11 TY PE 10 ALTERNATIVE PIPE B 4. 4 3* SEE STRUCTURE DETAILS (,l-11 CHKED.PL.) MODIFIED O. L.-D. J .. C, . ~35. 1350 SEE ROCK SLOPE PROTECTION DETAILS SLOPE PROT'N & MUD STRP'G . 4-5 - 15* 23* .. . 24" TYPE 10 A.LTERNATIVE PI PE . . A . . . 350 2700 SEE ROCK SLOPE PROTECTION DETAILS SLOPE PRO.T'N & MUD STRP'G 4 6 ' -~ . . I . . . a.est . . SEE STRUCTURE DETAILS . L-1 LUG 5 7 . A . 72 . 97 X 140* 4-8 !1 CLASS I I I R.C.P. . B . . 0.88" SEE STRUCTURE □ETA I LS L -.I LUG .. ·. . C 56 . · 69* JOO* . . . 48 II CLASS I I I R .. -C.P. D . . . 0.95" . SEE STRUCTURE DETAILS J-1 LUG E . . . I* 2* .. .. . 2 4 II TY PE 10 ALTERNATIVE PIPE· . F 10 13* 20* I tICLUDES 20° ELBOW 6 011 12 GA. C.M.P. . . . G . . . 2* 2* ' .· 2 4-Tl I 4-GA. C.M, P. 5 I 8 A . I . 6 □" SEE STRUCTURE DETAILS (f 11 CHKED,PL,) O.S.-D.I. B . 25* 35* . 3 011 14 GA. C·.M11oP • C .. ' 855 2350• SEE ROCK SLOPE PROTECTION DETAILS SLOPE PROT'N & MUD STRP'G 6 9 - . I .. 120 23* 31* I 8 11 .· \ 6 GA • C.M.P."' . 7 10 A 2. 49* .. ' SEE STANDARD PLANS (2q-18 GRAT[) G.O,L,-D,I, . B 36 7* 9• 18 11 16 GA. C.M.f' C . . . 0. 9' ; SEE STANDARD PLANS (24-18 GRATE) G-1 D. l. . D . . .. :, . SEE STRUCTURE DETAILS . . .. CURB OPENING I 11 180 10 794 368 37.5 44.74 39 473 2427 4882 6400 ' : .. . . .. * . FINAL PAY QUANTITY **SEE DRAINAGE CROSS SECTIONS FOR LOCATION DIKES .. CURBS LINE SIDE STATION TO STATION L.F, LINE SIDE . STATION .. TO STATION L., F. TYPE C. Y, CH I NQUAP IN RT. 6+00 8+53 235 ·. BROOKS RT. . 7+00 · 7+ 75 110 B~2 6.8 II RT. I I +82 13+25 80- II LT, 6+00 8+53 235 " LT. I I +82 13+16 92 JEFFERSON RT, 7+68 12+65 478 II RT. 8+03 8•25 60 II 3,7 I II LT. I 10 " 6,8 7+00 7+75 ' 222 II 13.7 FOURTH RT. 15+00 17+95 II " RT, 21 +65 23+95 220 13.6 " RT. 16+38 2 1+36 498 " LT. 7+68 12+88 475 . 245 " I 5 .. 1 II LT. 15t45 17+ 80 190 " I I, 7 " LT. 22+65 24+35 . " LT. 16+4-3 21+36 493 . . . . . . . . BROOKS RT. I I+ I b 13+00 215 " LT. 8+25 8+73 73 TOTAL .. 71.4 . . . II LT. I I +25 13+00 ;·I 5 5 WY-RD. LT, 0+20 2+50 260 TOTAL CONSTRUCTION NOTES ' . : i' ' ' ' ' !,, ~Y"'\.' .~} Note: Coble to be parallel to guard roil for straight runs of roil. Coble may have angle point at anchor plate if guard roil is curved. -'.If NOTE: 5'-6"with terminal section.Maybe less with return sections if separate rods connect to concrete anchor. For Type 3 flare.anchorage is only required Varies for guard rail on side of median where traffic is approaching bridge. See Note• I f II_ I y-16 Tole~dnce . 0 0 // S'L> S 4 7. .3 -?S: o zo /.¢/ APPROVAL RECOMMENDED /1:J'a,_f /..:f, /;lbjl' T !fie n11ineer 8VFl7 12 gage -Re11istered Civil En9ineer No. 9618 • • = -I'-- -m _1 12" · ~ I See Anchor Plate Detail. Blocks shaped to fit Return Section No blocks for Terminal Section. 6'-3" 16" 4" 4" 4" 2" 1 r--------:Jr-'-5ft II Mochi'ne bolts w/cut I --41-+ + + +, 8 -1 -"41" =-= =-=.::::::-~t::--_ washers on front face 1 L 4 ±_± __ +_1 -~.;:,-_ Totol-8 I -~~- I I I I I ~ ~ I I I I I I Anchor Plate 3 II . 1/4 Coble . I I I I I I I I I I I I I I __,____,L -.:... .J k..,__,,J ~ I I I I L __ _; Rod between eye and concrete to be covered with 20 mil coat of coal far enamel. Hex.nut for 5;8" bolt -- I 1/41 Rod I'-6 "x 5 '-0 " Concrete anchor 5'-6"ond Variable See Note * above Terminal or End Section Secure cable loop with. 5 cable clips 8 VF 17 x 4 '-6 11 long v;'x 3"x 10 11 Steel plate for ,. single rod connection .. 1/2'x6"x 10" Steel plate or 2-112'x3"x IO"Steel plates · for double rod connection. I 11 • ·. L-S m1mmun;_I I· diameter r:-11 I 7 II I I I :: : I I II 1~= I 11111'() I I Lll_l I L_. -----,J Concrete anchor Ground line -0 I ~ I " I -$-$- 21/,i' I. 81/~' • I -~ ..::,:: N 24" Approx. Slotted holes I + + I ~ $ 12 gage min. TERMINAL 31." or 7.gage plate 16 1;2"x 3" x234" Plate· 1/41 weld all around Either ful I penetration weld or bend to fit !;4" weld 5;a' Machine bolt and cut washer on front face at neutral axis Hex. nut for I" stud l 11 Dia. stud I~~• Dia. hole in 1/z' Plate ------------- Standard swaged con nee t1on fo.r 3~"cable -r<) Z" Plate 4 1;4'weld -- F 51 II or 18 of rai I. Neutral axis 1;4' Plate on neutral axis Metal Beam Guard Rail SECTION A-A '', 11 11 1-3" ... I FLAT PLATE WASHER 1" Dia x 7" long stud Threaded entire length ' 11 11 11 11 11 11 11 11 11 11 - .~ 11 I I 115;; '' 16 3;~• - --co If)-.;::. - 3; II -8 51/, II 16 ' APPROVED A pr ii 30, 19 68 e Highway En · r egistered c,v ,neer No. 5645 R=l"to2Y211 ' =i 15¾" R ~ I~ _N __ '"'"r--tt----· .. >( =; · · Sym. about 0 -... I.O ·a. ' Neutral Axis -0. <[ 12 gage R:: I II to 21;2' U.S. Standard SECTION SECTION THRU RAIL ELEMENT -,:t :s - 2" Post bolt slot I !' ·, 5;8 Carriage bolt with hex nut s"x 8 11 54S x 1~2" D. F. Block' 8 11x8" Roughx5'-4" · D. F. Post ---,1... -0 _, rt') Ground Line Shoulder Surfacing or Top of curb under roiling. 5;8" x 1 ~11 Button head ova Lshou!lder bolts with 1y4' reces~ed hex. nuts-Tota I: 8 per splice and 4 per terminal section. Typical post spacing 6'.,3'' C.to C. RAIL SPLICE 8"x8"Biock between post 4 "x 8" 8 lock between post and roil. No block between post and rai I. and roil on all other line posts. I :; -rt') I -N 0 _, r<) --'--~~~I- 1 3411 Coble to be · {_ s~o_si:_ connected ,- ) I\ ------~ ' I , i ' ' ' ' I □ 6 '-3" Post bolt slot Lop in direction of traffic NOTE: D 6 '-3" 17 1~; e"xs" Rough X s'-411 D.F Post~ Terminal Section These details supersede details shown on Standard Plan No. A 77~c page no 19 of the Standard Pl ans dated February, 1968. STANDARD SWAGED FITTING AND STUD METAL BEAM GUARD RAILING ANCHOR PLATE DETAILS AND CABLE ENO ANCHORS tDL-___________________ _____,;. ______________________ -r-----------m • Band ·-Pipe ' .'I I ,, l ,1 I I ,, I I : ' : I 1 1 i i I I' I I I . I I I ,.11 i . I J! 1~lli ' I I I I . I I : I ': i: I I I I I ' I I. I 'I . ' I I I 1. ·1 ·I ! I I I I I I I : I : I ' ' I I ' I : I . ' ·, ' ✓ 2"x2"x 31~ L 2-1/~0 Bolts -""'90 ~. Rivet or Spot weld Pipe DETAIL-BAND CONNECTION Pipe ' I' ; I ' : I I] Band , : I ' I :. I' I " I 1/4 Min. _.;.---~ 1r I ' LUG DETAIL I " 11/4 Min. 1;2' Bolt with head and cut washer shaped to fit profile of corrugation and connecting lug. 7 11 WIDE STANDARD AASHO .COUPLING BAND 7 11 WIDE COUPLING BAND WITH INTEG.RAL FORMED CONNECTING LUGS FOR USE ON C.M.P THRU 3011 INCLUSIVE . II FOR USE ON C.M.P THRU 30 INCLUSIVE ' I \ Bond • ' ' I " 12 Bolt with head and cut washer shaped to fit profile of corrugation ond connecting lug. -. \ Sand Pipe I • I ' ' I ,\', \' , ' ' I I 12 II NOTE: Angles may be oriented parallel to axis of pipe provided connecting holes are slotted lengthwise sufficiently to allow adjustment for the helix angle. . " . 3-~· Bolts . ~ Rivet or Spotweld Pipe LUG DETAIL DETAIL-ANGLE CONNECTION 12 11 HELICALLY CORRUGATED 1211 HELICALLY CORRUGATED BAND Band 8 Spaces as req'd. l to fit the helix angle . ~~~==========~..,......, = c:: ;E+:i r:i o n n n n N·-•,·-<l . -~ , : . · o loJ o o o o o . T II 2 "x2"x 316 L Dimension A: 7" Min. between dimples, as req'd. to fit the helix angle. l ~=c,J ...::-:: t SECTION THRU DIMPLES UNIVERSAL COUPLING BAND FOR , USE ON C.M.P. THRU 30 11 INCLUSIVE • Band ---~ ---~~lnr ~ ,.. I I I I I I I I . '- . , .,,, I,: I I I . . I I i I I I I [ :: . 11 -v ~"" JJ ~, ~ --- • \ ' / 2"x2"x 3~~ L " 3 -1/2 Bolts---:!D ~ Rivet or Spotweld Pipe ' --- . I I . . - Pipe DETAIL-BAND CONNECTION Helically Corrugated Pipe Band TOP/VIEW ; '' ' ' i ' ' , I . ,! . 1 --~ H e I i c~ I Pi pe _______.....,, . I I _; END'.VIEW ' 2-3/~1 Dia.Corriage · bolts with cut washers · To occompony plans doted ~. L--s: /9 tbJ7 Dl~ICT E Po,1 r.,,Ies-TotaI P,.:,jeCI Sl<EEf L // .s?,D ~ . ¢,7. 3 -#'S:O 2/ /-,;!/ APPROVAL RECOMMENDED Regislered Civil Engineer No,9837 Approved _· -'-M=a,c...:rc;_;_ch-'-15-"--. "-'l..::..9..::..6.;:;..8-.,.---'---,--'--- State Highwo gineer Registere · 11 Engineer No.5645 TWO PIECE IN1TEGRAL FLANGE DIE FORMED FOR USE ON 6 •: 8 11 81011 H.C.M.P. - I r I I I I ' .,,. . I Band ~ 1pe --. ---1 I ,.. I I I I I .· I I .. I I I I -. - I, I I I ,,,.,. ~ ... ... I ,,. , I I I I I I I . .. I I I I '• : I ··. .· I I -~ J I ..., ~ ,_.. . -- ~I ...... · --2 4 "-----,--ii ✓ .2"x2"x 3;; L 5 -1/ ~' B o Its ~~ --,------..;rn ~. Rivet or Spotweld Pipe DETAIL-BAND CONNECTION I I . · · · . . . j 24 WIDE STANDARD AASHO COUPLING BAN[) FOR USE ON C.M.P. THR U 96 11 INCLUSIVE NOTE: These details supersede details shown on Stdndard Pia~ No. 097 page no. 59 of the Standard Plans dated, February, 1968. 12 11 WIOE STANDARD AASHO COUPLING BAND FOR USE ON C.M.P. THRU 6011 INCLUSIVE BAND WITH INTEGRAL FORMED WITH ANGLE CONNECTIONS FOR \ CON'NEC~~~4~~Gc ~o: USE ON USE ON 12'!... 48 11 H.C.M.P C.M.P. COUPLING i;\L------·-·_·_· ____________________________________________________ ____....:~ .. ----------~-..;......_-------B-A_N_D_D_E_T_A_IL_S ____ ~-,~~ • p,,..jec+ E"nc;iine@r C ,,. ·:)j .,. f.; i ',' ' ' . ,~j t" ! r'" _-. I >~~ ;_~h> \/(~-~'''~I Design En~ineer );\ l'\ ('·1 (') " --./ ·,., .,/ , .. ,, ' 4,, .... \.,,, i (";-/! G·.~i- < .. : ') • I M•>~~~m•~* C) () () ~·() r <'r -' ( t, tc " i 1:.t.:: . i " D i l. .... ( ...-·, ,•. \_) . '.,, I"·, ; ') ! /,..w ,,: .... -.,: . ,-')_ I-' i I I C; ? "\ ~./ ,., ,/ r' i d 3~0@· . ,1 .. ',, +c .... ·,_:···: "''"'•e,f•••t'i\+• .. ···,.,,;, ... , .. ,. °fr:" i,i:"'J 1 .... , r:i·! AJ'I r '""'" ... \i ········-··· ...... . , ..... ,,., ... , .. .,, ........ ,,,., .•. ,,.,. j i I I ' / ! ' ! ; ' .J. :. ( ... , / j ; i I !·1L::.'.::: t·· ... «>l······ I i I i .i . .L:::a _; .r. : ·. !:.. ' ' i ; op (;()\! I ' ' ' I ' i ' i I I I I I ? ·~~-::~.--.~.~!=., , . • , •••••••• , .... 0 ? -,.•· .. , ................ , ............... ,, ................... ,., .. . ,. L t \--· ., · .... " "'" "'·""·""···. •.. · . :t' ·'>;_:;):,c:,:cc:::::1 ,,::,1:1·,· ··1·,_-·_-,·_-,_-,_-·_-·1 ·1.:.cc:::1.: ;,;;:c;;;:11:;:::c:::·;·1;::·1·1111·1;1.::1111::.:::;;:;:::::.:;:;;:::·::;"1 i'"n'''''' '••·····r .. ·· .......... , ·r·,·• ' I ' C p------c s.-1,') i i.{) •. ~:., "'••w j I i i ' --, .. ! I i. I j ... .,.,./ I i --·---···!~-"•'•-<[' ,, ····-·-·--· '' ··-··~···· .. : , ... , :? ., .Y· -.,:s· \i ·t~ CJ (,() © ® ® DIST'. COUNTY POST MILES-TOTAL PROJECT 11 SD DIS RICT 'ENli;INEER r\1 F:i1r-4 1 '~.' .... ,,,,; .. ,.,.,,,, .. cw.w,-..C-"·' """'" ..... , ... , .... ,,.,,,,,., .. ,,, ..................... .. NOTES SEE STANDARD ELECTRICAL DETAILS -BRIDGE, ALSO SPECIAL ELECTRICAL DETAILS -BRIDGE ALL CONDUIT. 1-k" UNLESS OTHERWISE NOTED DIMENSIONS MAY BE ALTERED TO CONFORM TO BRl)G~ STRUCTURE E~ECTR0LIER BASE (TYPE XV) & PULL BDX IN RAILING FOR FUTURE USE -DElA IL "A" CONDUIT TERMINATION -DETAIL "C" STRUCTURE PULL BOX IN SiDE~IALK. -Di:TAIL "D'' STRUCTURE PULL BOX IN RAILING -DETAIL ''H'' SHIU 0, TO'fAL IIHEETS NOTE: 11 THIS PLAN ACCURATE FOR LlGHTING ONLY.11 8RIDGE DEPARTMENT · · • DESIGN S.ECTION , ', Secticr, Supervisor_ ... _ .. _ Project Designer----:-_,~· LA.YOUT QU ANTITI.E:S By SPECIFICATIONS n.Y Approv11,I ~ommet1ded bY·--·--·------·-·· I l'lam:,:' ~1111 ~Dt•,·~. 'Cwqn11·~LI 8 $TATE OP CALIFORNIA HIGHWAY TRANSPORTATION AGENCY OEPARTMl!:NT ciF PUBLIC WORKS OIVISION OF HIGHWAYS CHINQUAPIN AVENUE OVERCROSSING BRIDGE NO. LOCATED IN SAN DIEGO COUNTY, ANO APPROX. 500' EAST Of CH 1.NQU,t.P i N ,t.vENUE ANO LIGHTING INT.HE .CITY or C.t.RLS8AD, THE I NT£RSECT I ON OF JEFFERSON STREET PLAN 57-672 48.4 DRAWING }'{l,,~fl~,.,,,, NO. j'.r-, .,. ':"\ r /1 SHEET -I . ' ...,_, __, OF .; w!'',\,•m,N,''"''m j / / Project Engineer Dote I 1/< <Y~ (<: \'.,'.'. r·· !. .. /"''' ,.,( .;' /~/\ ••,t.,-,._-..._ V _· \ . ' . '-, ! •; , ' ,Iii. , ....... , ..• , . ..,, .. tn \ ·~, ;, ' \; >,, i .• ,, j ~,,>,;:-•'M . · ... · .. ~ ,. . ··.·. ".·•ii ~.. . ' ., • .. .. '.. . . . ::::.~ ... • \.. J •• ~ .. . ...... ''. ' ' ',,' •...• -· . ' ",••"' ,••'' ' <."•' •r.•., ?.'.•.•,.,2,-.❖:.,/ll,,N•'" .,.,: ·' ·, .. •· .... '"·'"'\ 36' ~--!"""-1 .• n / i , .. De~ign !ngineer ' ·.,, .. ·---- ! Dcte I Approval ~ecornrnended Sy Date 21' /d- i f ' :->-) .:/J ,. 51 ' . . ./;.·::1 :;:. e1:1i''"""'' :.; '.•····· ,,J,t:ii~ 6,~ . .t.1,~,f J; t\.f -.....; ; \ i:\ ; "'" '""'. ····>-..: _} ~-) ., t:: .. · :· I i ' ·, . ~.,,..,,,.,,. . . 44 / ' ' . ·-.j I I Ii I / I (.OM IT LAMP l (& BALLAST 44' ./ "1" f·»' ··" ,' .. :::),/.) 1::: p {.,,, •m ,I" ! , .. ., i -""·' )'"' '"•' •' Lt;d\D/1((:, 'H\fC:.,44 A>D /c!,L'f[,:q,~t,TlY/.': •••o•.,•-, ,••mo,,,. •,,aa.,.,.,,a ""•'•••n-,,, "'"" u .. .__ DIST. COUNTY 11 SD blSTRICT ENGINEER ] I 1.-1/4" PLUMBIZER ! t ! SEAL I NG • F jl TT I NG POST M:IL!:5-'rOt,.._ t"RO.JECT Jf?1l/rt!J I ' IINHT 0. ,,---400 W/\Tli~,.V. LUMINAIRE GLARE! ~HI ELD i ' TYPICAL 400 WATT S0FFIT LUMINAIR!;: DETAIL "P 1" (9 © ® ® ® ~ NOTES SEE STANDARD ELECTRICAL DETAILS -·BRIDGE, ALSO SPECIAL E~ECTRICAL DETAILS -BRIDGE ALL CDNDU IT lt" UNLESS .OTHERH I SE NOTED DIMENSIONS MAY BE ALTERED TO CONFORM TO BRIDGE STRUCTURE ELECTRDLIER BASE (TYPE XV) & PULL 30X IN RAILING FDR FUTURE USE - DETAIL ''A" CONDUIT TERMINATION DETAIL "C" STRUCTURE PULL BCX IN SIDEWALK -DETAIL "D" FLUSH-MOUNTED. 175 ~ATT M.V. SOFFIT LIGHT -DETAIL ''F'' S7 RUCT~RE PULL BOX IN RAILING -DETAIL ''H'' PENDANT MOUNTED 400 t,;ATT M.V. SOFFI, LIGHT -DETAIL "P." THIS SHEET r ·' ·-,--._.., .... ~. Nd11"E: ''THIS PLAN ACCURATE FOR LIGHTING ONLY." BRIDGE DEPARTMENT ,,, DESIGN SECTION , ', Seciion Supervi~r,--~--~---'--···-· ··--·-.. , ~- Project Deiigner __ _ DESIGN 8 STAT!! OF CALIFOh:N•A HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS JEFFERSON STREET OVERCROSSI NG l"O"l'AL NH'l'!I. .·, ,_., DETAILS LAYOUT LOCATED ALONG EX I ST I NG RTE S, APPROX. 800' N, Of" THE INTERSECT I.ON Of'" JEF"f"ERSON ST. AMJ LAS f"LORES DRIVE IN THE CITY Of" CARL88AD QUAN'T'i'TIES lh' SPECIFICATIONS a}' Approv:d Recommeodo(!. 1;,y, ...... __________ _ !'.Ian~ am! :-l.1i,~~ Curn·1)~•·•/,! BRIDGE NO. 57-271 LIGHTING PLAN POST 50.15 MILE DRA.WIJG NO. :-J 7 27 1 -I SHEET OF ·• i..:' Jcvc, s(6r ,4) tz? cJ ' Project Engineer Dote [ 6 Dote Approval Recommended 8:,J Pate /sft~;.::yi{I/ ,' •' ({ij8J>'? ,• / /.,,,." . f: i ; ! / .......••. , . . j' ('{": ~: t•··: ,;, T • (;i(.:'-; I I I~, i,\ ,,, '. ' ' ... '/cu 11." bh() f: ti; 0 .... ~ ...... ,_ : ~,..,, '''I"'' i C /'('! 1,;i () :.,.·. () t' ~i . '.·""\ j•h(; ;~~ ! / ! c19 I'-'"'' : ,,,:,,? : • • h· C t.~0 1.,1 :"'· ' '{ t'"l ;,,,; ;, f NOTES ' ' ' ' ' SEE STANDARD ELECTRICAL DETAILS ! IILL CONDUIT 1 ½" UNLESS OTHERWISE CONDUIT TERMINATION DEH\IL "C" BRIDGE NOTED DIST, COUNTY ROUTE POST MILES----TOTAL PROJ£CT ~HT II SD O!STRIC:T IEN!i.11111:Elt DAT• .......... ~--~~'-"-"-'. ""-:U';l'---"-/._,3::;.?,,_~/'-"9'.--'~c.......;!'::......'--~--,- ,.,,, ,,,, () II NOTE: 11 THIS PLJl;N ACCURATE FOR LIGHTING ONLY." LNf LOAi/\H'(i: HS.2;0,AA ANi> fWrirnN)-~':UVf: v~~ •, ~., """'"'w~~••o•,,•o•e•e•o,-, ""SM,¾v,,;,;,~e,,,mo¾=m,•,,,<•••••••>l"=Y,,mm•"•n•o:,.,=~= ., ........ ...,¾ BRIDGE DEPARTMENT , , , DESIGN SECTION ' . . Sectk,n $1,1per¥fsor "-~------·----·--:•ffl~ .. ,-... , ... : __________ --·---.,,,.w,m.•-- Pra(act Designer, __ _ DESIGN CETAILS L.AYOUT QUA"TITIES ., SPECiPIC:ATIONS ., l' !nrig :uld !!:p~~~ t:~m~.a.r~d · WO 039741 8 STA.TE OF CALIFORNSA HIGHWAY TRANSPORTATION AGENCY DEPARTMEN'I' OF PUBLIC WORKS DIVISION OF HiGHWAYS BUENA VISTA CREEK BRIDGE {WIDEN) BRIDGE NO. · 1,-0CATED APPROX. 1000' s. _IN SAN OF THE C ITV LIMITS DIEGO COUNTY LIGHTING PLAN OF OCEANS I DE 57-277 R/L P05T MILE 50.2 ~~~WING 572] 7-/ SHIET REVISION DATES (PR.l!':t,.IMINAAY STA.GI;: ONl.Y) OF r • • ! ;_,'' Jwc / Projett Engineer 1 D~te 1 ... ,,, .. ' ;.iV /'":/,/ / Design Engineet' Date 1 T i. / Appt'O'IOI Recommended 8y / .9 / ;;·:,, ,.<, 1,0 "'-••'' '" i ····<· .,,;:'-"/) j/, _.--;• t,? _/ ,,;,'/'i' ,, / ,1, / / l • • " ,' ;, '",✓, .. ~, ,,,' ,:. • ;_ i''•·',,.<f..! ·< ' 7 >·.•,::': ,',, ,.,,,~,,,,, ,;,, / I Date i PIST, COUNTY 11 so OIS.TRICT 'ENGINEER '.,(f ·'() , . ..,a ,_;,',. .. " ,::; '/p/ ,, NOTES SEE STANDA,oD ELECTR I CI\L DETAILS -BRIDGE, ALSO SPEC I AL ELECTRICAL D~TA I LS, -BR I OGE ALL CONDUIT UN LESS OTHERl✓ I SE NOTED ~IMENSIONS MAY B0 ALTERED TD CONFORM TO BRIDGE STRUCTURE POST MILES---TOTAL PROJli:CT /··r::./ \.,, .... ' ~ ELECTROLIER BASE (TYPE XXV) & PULL BOX IN RAILING FOR FUTURE ,USE -D,ETAIL "A" CONcUIT TERMINATION -DETAIL "C" St!UT ' I '' / J~;;.; ////;,' .j {. _/j. / ' NOTE: IITHIS PLAN ACCURATE FOR LIGHTING ONLY.11 BRIDGE DEPARTMENT , , , DES I G N SECTION,,, Section Supervh;or _______ _ Pt'Oject Designer ______ _ IJESIGN DETAILS LAYOUT QUANTITIES SPECIFICATIONS By Approv11l R.«om.man4ed by ___ ,. _____________ . . .... ,, .. ,, .... ,, ____________ ,._ .......... , ...• , D,•,;{,. /:',,r,~lNe,r t'J1ms ~1n_l ~!l"~"-t:.,mµa,~1 8 STATE OF.CALIFORNIA" HIGHWAY TRANSPORTATION AGENCY DE;PARTMENT OF' PUBLIC WORKS CIVISION OF·t!IGHWAVS LOMA ALTA CREEK BRIDGE (WIDEN) LOCATED IN THE OCEANS I DE BLVD. BRIDGE NO, 57-125 R/L APPROX, 0.1 M 1,. NORTH OF CITY, OF OCEANSIDE, INTERCHANGE ALONG RTE. 5 IN SAN DIEGO COUNTY LIGHTING PLAN POST MILE 51. 47 DRAWING NO. REVISION DATES PRELIMINAR't STAGE ONLY) O• i (\{"· ' :,.,, , .. ( ·. • 1 (\ 1:\ •./ ,.,, .............. ., .. •' h, '"•~/' ,I .... ',, ... ' .,., ,:,• Ptcject En9i.-.eer . ···~, .... ~ ' ),. 10 :;<' t,J: \.'.,,,.( {. .,.,., ... wa.M••- Approv6/ Recor:u~ended By •""""""""••~••n•"""• ··,::. Date , •., ••l.,.,,;,eM"•"•" n•••••m•,-•"• •••"""•"•"•••••••• .. •m" • - , .• , ,1· ·"' ,-' ' ,. ,.,,. ; ,. ' .-.:~ {J J / (, ~,,;,,~. . ",,,....,j_,.,i1, ... " I ' t ,. -_,, ..... ••••••••'"'"w"°"'••••• "··""""'""" ........ ·s'lm· ·····•········ ................................ ,~············· ............... ., .................. ··•-····•• ........................ ····---.......... j ...................... ,. ............................................................................. . ... )I•\ , .. . ... ,:,,.i<-;,, ... j f"·1 ·:·1 ·•· , ' 1 ) : •··•·•·1 ! ...... J "'·,.\ 1 ....... ' •:·· '"": ~;j, i ... • WO • SEE ALL " . w·•·! ,.-,,., .. , fl NOTES STANDARD ELcCTRICAL DETAILS - ALSQ SPECIAL ELECTRICAL BRIDGE, DETAILS -BRIDGE ! . CONDUIT 1 . .f II ' UNL~SS OTHERWISE NOTED. DIST, COUNTY ROUTE DfST1uc:r -EN131Nii'..lifl. l",_ \_; ! .j .. ' .............. , .. ,,.~ .. . •••••••h•.,• ...... , ... w.w•"""" "•'""""•" ., ... , .. ,. """ .......... . DIMENSIONS MAY BE ALTERED TO CONFORM TO BRIDGE STRUCTURE. ' I POST NILES--TOTA1. t'ROJl:'.C.T .r ,. ELECTRO~tER SASE (TYPE XV) & P.LJLL BOX IN RAIL I NG FOR FUTURE USE -DETAIL IIA u. I CDNDUIT,TERMINATION DcTA.I L "C". SlRUCTURE PULL BOX IN SIDEI../.ALK -DETAIL "D". STRUCTURE PULL BOX IN RAILING DETAIL "H". StllCET 0. RIT.\t. SHEETS NOTE: 11 THIS PLAN ACCURATE ' .. FOR LIGHTING ONL Y.11 BRIDGE DEPARTMENT , , , DESIGN S«tion $uperviSOr --·--· Projkt Designfll', ___ -,,---__ DETAILS LAYOUT QUANTIT.lES 5PECIFl(;ATIONS Approv::i.l Roeon11"r1-:nd@d by: ..... 039741 SECTION 1).J,11!1' •111j ~~•,J·", (:<0J111,:i1'~,I 8 BRIDG~ NO. STATk.: OF CA.C.JF'ORNJA HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HlGHWAYS BROOKS STREET OVERCROSSING LOCAH.O APPROX 57 ~701 r N SAN C i EGO COUNT y' i N r Hf: C iT ' 200' or r flE. BROOKS I NH RS[C '! i ON QI' STREETS ()t (){'FANS· I 0[ .. oiv1·s1 1••f-~ A~D LIGHTING PLAN POST MILE 52.13 RF.',r1s1c-., .. •· 1·,""l'c'~ ,,,.,. __ w.__.,.,_._ SHEET I i PRELIMINARY SJ AGE ONLY) QF ''"p···1• "''~ \/ ~ "· \..' .', ,; t·.:c,t1 r<d , Ir ,,.,.:\r-:,j i q i f11',. • .Pc .. () i ,. r---1 :if c. (J r'iQ I r;\ d(·\? • ..,. . j" .. , t <\ ·%, ,j ' \," \;, ".:, ..,_. ,. ;,,) " ,..., ! ;•"I, ;> t/ \.,_j \ / r'' f t \.,, ' 'S'. '') ", 9· . t~,. ,.( '.Y., , ,, t,..// ()"; ,} 1'1/-i ,· ( }( c\.·::'.· .. (::i ' / >t·,, X .:/ "i'.;i ,..,. .,, <<.~' ', Uvr \.J~A \m·i,;, H:'i:>.fO· !.1: 4 i~.hm At.Tti~Na\tnn~ ··'·"'··~ . ······--·=·~··~-.....__.,,._. i I ' ,, -~ ! t;) ' ' .. 1' iA·,,,, / ti¼·+·,,,, .. , .. , ..... ,., ., '' ,,.,,1 •.•....•....•.. ,,,.,,,,, .. , ... , . ' t'·, i-·A ,,. ' ; ,,<', ! C') :"'''l ... ,., ,,.,, I ' i; t)q ,, I ( Typi? © ® ® SEE 0 ··············-i'»,-. DIST. COUNTY POST MILES-TOTAL PROJECT 11 SD f7, .3 OIST~IOT isHlilNi.ER l;UTI\ .I.PPIIQVi;.I) Auy /'j /;?GJ7 NOTES tour· Tr•.i ,J·!: ~ · I ,, t n ~ .' .. , .. , ""1'"j;""l'l' t 'ti" .... ,. .,. ~I; 5 ~c': "1%%% .... ,, I , I I STANDARD ELECTRICAL DETAILS BRI.DGE, ALSO SPECIAL ELECTRICAL DETA.ILS -BRIDGE ALL CONDUIT l J. 11 ' UNLESS OTHERWISE NOTED 5Jllit'r • ,.:,7o.z_ • .• _, .. ,. ·.,·1<,i' )IMENSIOfJS MAY BE A~ TER':D TO CONFOR~ TO BRIDGE STRUCTURE ELECTRDLIER FUTURE BASE USE - ( TYPE XI/) DETAIL "A" & PULL BOX IN RAILING FOR CONDUIT TER~INATION. -DETA I L STRUCTURE STRUCTURE PULL BOX ~ULL BOX IN SI DE',JALK - IN ilAILING - DETAIL DETAIL 11011 IIHII NOTE: 11 THIS PLAIN ACCURATE FOR LIGHTING ONLY.11 BRIDG;; DEPARTMENT , , , DESIGN Section Super'wli5or_ __ ._ _ Project Designer __ . __ ... DESIGN DETAILS L.AYOUT QUANTITIES SECTION ..!. .. _._ . 8 -·---··-···-····-·· ' SIA'r.l:'. OF CALIFC">RN,A HIGHWAY TRANSPORTATION AGENCY b&:PARTMENT OF PUBLIC WORKS DIVISION C"'JF HIGHWAYS FOURTH STREET OVERCROSSING LOCATED IN SAN AVE. INTERCHANGE DIEGO COUNTY, APPROX, 0.17 MILES MEASURED ALONG THE CENTER LINE N. W. OF MISS I ON OF RTE. 5 FREEWAY ---------jf---'-----~---'--'-----'---'--'--+,,,.-~~------'-----1 1111,ng n,u.1 !'i1i1••·~, SPECIFICATIONS LIGHTING PLAN r,.,1111i..icd ·········-.. ········· ... , .. , ........................ ·-········' D~r,gN}!t1!{inu, BRIDGE NO. 57-702 POST MILE SHEET 52.67 ' ., !" '('/ '"' ,·; t , .. ,, ,·', ·' ,.,>' t ; '"'' ',,,,, ,_ "'[(},,,,,, ,,, .... ' , f' r, ,,,.,.,f i ,,"_, ;"> (', ·,,__., ':t "• ,,.. '\ /i., ,,, j, ; , .. ,k·'··········" ,.,., ,-: ~} " ,·,, ,;, -·, "·f l ., .. · .. )'.J ·, !;; 18;0' '""'"""" ,-~'"" H ! ':\ '.".'.:~ ' ~,,, M' --I" CONDUIT $TUB (CENTERED) ~ _j 4-__ A_x_r S OF S I G N ' ' 2½"DIA,ANCHORBOLTS,MIN.OF . ~--_...--t--y-6" THREADED ABOVE TOP OF --CONCRETE DETAIL "BL" (NO SCALE) " (' i,': i .. ,i' / ,i so' ,,., ,.,, ,'\ ',N< ,N Oo ' /,,,, '"-,/' I NOTES t),~ !,,./, SEE STANDARD ELECTRICAL DETAILS -BRtDGE, ALSO SPECIAL ELECTRICAL DETAILS -BRIDGE, ALL CONDU 1.T h" UNLESS OTHERWISE NOTED ' ' ' ' ' i ' DIMENSIONS MAY BE ALTERED TO CONFORM TO BRIDG[!STRUCTURE 'r ELECTROL. I ER BASE ( TYPE XKV) AND PULL BOX FOR FUTURE USE -DETAIL "ii" ' CENTER OF ANCHORAGE FOR Ill" PIPE POST, ANCHOR BOLTS 2/·" D.IA, -DETi~IL ( FOR FUTURE Bil LANCED LIGHTWEIGHT SIGN) SEE STD. PLAN S-14A. CONDUIT TERMINATION -DETAIL ''C'' i ' CONDUIT STUB-OUT-EXTEND A 6" MIN. STUB-OUT BEYOND. CONCRETE RAIL, AND CAP STRIJCTU.RE PULL SOX IN RAill.NG -DETAI.L, "H" I I r NOTE: "THIS PLAN ACCURAtE FOR LIGHTIN.G 0NL'(" ' ' BRIDGE DEPARTMENT ,,, DESIGN SECTION . ' ' DESIGN ay QUANTITIES ',By $-Ps;CIF1c;::ATIONS By l.'iims 11nd .Silt~·~. C~r-.~ 8 BIUDGE NO. V\;rr. ; <-"'l ' r \,'C:d·\ :; ~,.,,f DIST, COUNTY ROUTE POST 1111.U-TOTAL PROJlCT I I SD 47,3 4.5:o Ol$TR!CT ENGl~EER " I ' "'·~ H ("' {,_.-a•, -~> '',,,,.., STATE OF CA..LIFORNIA HIGHw,-y Tl'l,-NSPORTATION AGENCY Dl!PARTMEN'1' (>J' pUi,Lf(: W0~1($ DIVISION OF HIGHWAYS SAN LUIS REY RlVER BRlDGE LOCATEO IN TH[ CITY OF OCEANSIDE IN SAN DIEGO COUNTY 57-713 R LIGHTING PLAN POSl MILE 53.3 SIIUT .,,... "'" 5.13. Closs I Con ere.ht Piles ( D,,ven) (4o Tons Be.orin9) 5ptt-ifi'e.d tip Elev. -46 Es+irna.fed t,p. E,le.v. -50 11 II 11 ii II Abu+rne.nt 1 ' " 27 -3 I I : I I I 11 11 I I ,I I " 1e, -o Rt. t Lt. o:~id9es ' ,, 'l C,. -0 ' " 31 '-0 " I 1• ze:. -o ~ - 11 ,1 Datum [ I e v. -30, 0 ~ 13 'Z. Be,nf Z Ben/ 4 Dent S R>e.nf C., 1\ ,, 0 Line. ELEVATION ., o·' r , 'Z --:--. ...... '-... '-.. "'<: " ~ '-,• '\, \ C ~ ..... ~r \ Q lll t..J \ ::i:: k:! \ ~ \ ~ 1 \ 12 ' I I ~ . I ~ -(,)[' Top of slope -(:) ! . --+t_ --~---.. ~-~.,.........---+--,,-,~-'---f---¾.;~-~----t--":-,,---------t l I Oec.i..._ Oro;(<'" 0 l\.J •" f).5 132 + 4~-~ > 13 2. . ' I E'.xistin9 Structure I I I I I I Ii II I I bent 134 134 . ' ------,.-+-----------............... .., ........ _ ---~ ru t-ur.-z '\:i. A. t:;,, P •.• TL\pe 6 • 1 Exisfin9 5truc+un: PLAN ' ,, c7 -3 Vo r i e. .5 --·· ··--•-···----·-. ----= _;,_9_'.¾_o ___ ~---.._,. __ P,ofil e. Eit"Q.de : :c be a.cl~ustecJ.: :n f,e\d. +c mc;..~ch s+t"u.cture 9ra.d.e cv1cl cro~s·,lo?e /, fj I -0 Q t 11 4o·O -<tQ O'Q " 0 L ne DIST, COUNTY" ROUT£ 11 SD 20'-o'' I " 45 -0 ' I r! I !! I I \I f II REG!STl:~f.P CIVIL EN!JINEER NUJllll"IER 5310 • t '/j t'1o'5'--< e. Pour~ , Z -0 ± I 2-Co -2 -O ± Abutmo..nt & -11u◊5ur.e Pour , ,, F· 1, 1 • J Closure Pour 1',crr,. r Rod me'. ·, ~ i" "' O 7 _..,-©* ~ ,j ~H1 z-'"_ c,-,,'"o,,...,'' +-'s~·-o;,<...-·~_,. i " · I /_ 0 ~ @)-~ [ "' ci'" ,,--® _ f % :•:-i ···· 1 . 29 -4 . I 29 -4 7 _.-~-.,,,, ):\~ T '-\ \'.)Q: q ;,..ffil__ __ -=· c::l •=y'=~="=t.c::'"=-----_' -l---,\+~:::r~-'-J( _ -------j]__ ~,...J~ -l % (VQr.j _,p.,-of\\ Gra e A ,:.L. ::1. _[t -'"--------_J]. ~ .r-'-r,..,:--r, .-----------'------'-'t.__..,_,, IZ1 * ----......;..-\_ 5 L---- L2J I2r ' " N 02 ° 07 5? If{ t;::;:==-;:-;::::::;:::;:=::::;::;::::::::;:i:;:==:;:;l::j 1-1 .=-T"j _-,p---I 1---T'j--T I =1 I t::::'.:\=-;:=:::::;:;:;:;:::::::;::;:tt::;::;:==:;::;::::::::;:~n --17---Tl -T-f"' -Tr---. -7 T -=-r1 t::i,:::;=::::::;::;:==:;::;::==;=;::::::;=;;:::i=::;:=;j I I I I I I I I I I I I I I I I I I 11 I I I \ I I .I I I I : I I I I I I I I I I I J I I I I I I I I I I j I 1 1 I ' I I I \ I I I I I I I I I I I I I I I I .I l I ·.. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I : I I I ! I I I I I I I I I I : .· I l : : i I I I I I I I I I I I I I I I I I I I I / I I I I I I I 1 1 1 I I I \ I I I I I I .1 1 I I . 1 I I I I I I I I I I I I I I I I LI : : : : I I : \ : l i i r'-,___._.__ _ _,_,_ _ __._.,____,_w..-..LC-,-.ll..J. -....I .L _I .J.. _ _l_ L _ I_L ~ LJ _ _J l_, ,.....~-~-;.! --'c-._.___..__,._,___,....__~...., 1.J --1 L _ I .l _ U _ .LL _ U_ -1 .J...,-'-''-'--'--'-~.._.._..,__.___.,-,,........,c:.,...._~-·.· I \-.). , I i--rr-1T-n-,1~7,7f ~TI~n-T1-· n-• r1-l'r'7 II II [ II II I\ \ II II 1' II II II I, I ! I I I I I I I I . . I .1 I ! APPROXIMATE QUANTITIES TEWORARY TIMBER RAIL IN$ (PQl:tl~LE) TEIIIPORARY RA·! LI NG (TYP~ .J.L , . REMOVING PORT IONS or BR !OGE FURN I Sil I NG CONCRETE PI L l NG (CLASS t ) DRIVING CONCRETE PILES REFINISHING 8RIOGE DECK MISCELLANEOUS METAL (BRIDGE) CONTRAST TREATMENT BARRIER RAILING (TYPE 9) FINAL QUANT t TIES STRU:TURE EXCAVATION (BRIDGE) STRUCTURE 0ACKftLL (BRIDGE) CLASS "A" CONCRETE (BRIDGE) BAR REINf'ORCtNG STEEL (BRIDGE) ·, ' ' TYPlCA;{_ ' SECTION ,1:: : . l \ , I • I 0 •• 12 EA• s24 lr · I -, .. ,:.; LUIII" SUM io,030 Lr 136 EA · 1,240 $F · 100 l!.SS 1.270 SY_ 432 l;f, . . I I I . i : 205 GY . ' . · 105. qv · 1,325 CY . ' . 223,000 UIS .. I I I I I I I I I t I 11 I I . L 2. 3. 4. 5. i;,_ 1, Genctr-o.\ Plan Founclo+1on Plan Abutn,ent ~ \:>ent Deta\13 De.c:...k Deta1l5 Concrete Pile. De.tads l:><::1rr1~,-Roil,nq (TypQ q) . l..09 of' Test f>o1·tn<;-s ,,. . ... --· E.B. 134 + 37. 40 I . B ti~ 30 B 11-43 Ternporar'-1 Ro,.\ rng:; . . . " 'o c r-r l ,z r Ra I I, n 9 De t e, d:; f'or Typ-2 ':, :,;!b,l Iii?:, To Los -i w I, An9ele.s c:::::::> 7 0 sf ope lfOTE: THE CONtRACTOR SHALL VERIFY A!rL DEPENDENT DIMENSIONS !N THE FIELD BEFO'RE ORDERING OR FABRICA,ING ANY MATERIAT,. FoR GENERAL NOTEs SEE ,\ ~ o LI n dot 1011 Pl on 11 $ hee t LIVE LOADING HS20-44 AND ALTERNATIVE i i '•' i ,,.: .! I I . .': fl\ , . II.. • .. •11:• .. _.•··•·.·•.· II . ' c \J..; PQ: nt A9uo ~ tdiond_o tlf~k .. Bridge. . Br. _No. * Year • .. · .. •·' (D Remove exist:'~~ c.ur_b f 1i--1i/:(tn~ide. c.u.rb~ (:i:'ail·5to.S,e/)(Cu.t~;d.e qurb( Ro.if·S1e,.~¢12) @ Ternporory Roiling (. Me.+<j I Bwam) Stage f -···· · . (±) Temporary Ra'il1r-,9 (Mit~l B]e?m) Sto9e 2 · ® TtmporQry Ti'rnbtr Roi1jrc19 ( PortobJe). * Move ro.ilin9 used ir-i .. pfo.9'1?: t .. · ·· ™= lndic.oJes Cor-,tn;J;5t Trd~4~t.rif .... ,_i+- l ! ! i ·\ I ·I Si "' ! ' SAN Slab X + AGUA 'l benf 4 ~ benf G f:.8enf 7 • ,,_,Yf 1iUHS CliSCXED AND '-'I~:i'lED HI l"IE.Ul D~t·e: ·3~:,,-:--_r; .... -:,,..c..-P:r • z_;, ,..,..; _.___..,,. .• , + [.,"'a:.5, ..,~ .~..;,.b:_::::::.:'.;.., ·- WO 03374i cu / i 20-::l ~ut'L1r12. ... Tube ? \ "' l:.<2. ~" >< t," ><. \ '. 0" \ en q '+-looc\ 'o\6~k . 2.~ ¾''4> x 1'.o•' bo\\-s_-l,,---- "'-'1+1"1 he,.._ r.uf Qnc\ WCl:;,h<2r. (9c\v) l!RIDG~ DEPARTMENT DESIGN SECTION Sedl<>11 Supervl •• N ... ·-.. , DIST, COUNTY ROUT£ /i 5'() 1,..-·· _, OE:. TA\ L /3J GENERAL NOtES . POST MIL.£$--TOTAL PROJECT -¢,?J/../S:O I I I I SE..(TlON •:!~T .}.'!T_A.!._. d't:I /4/ Plo.c~ on thin ic,u¢r Cl> f' C) r' <:, i.J. -\-' A.A.8.H.O, OATED 1965 WITH IIEV1810N8 AND AS SUPPLEMENTED B't' BII.IDGE PLANNING ANO DESIGN MANUAL. LIVE LOAD I NG: H82d-i.4. AN> ALTEIIINAT I.VE . . . ~. I NFOIIICEO CONCl!ETE i . . STATE: OF CAL.IFORNIA. HIGHWAY TRANSPORTATION AGENCY DEPAN:TMENT OF PUBLIC: WORKS DIVl$10N 'OF'.HlG:tlWA.Y$ 10 l'-D-Es_,a_N ,.,.-jr--,.,""""""',-~~~~'t~--<..~7-1 .AGUA HED:ONDA CREEK BRIDGE (WIDEN) .,,.,. DITAIL.$ .FOUNDATION PLAN POST .MILE 48.t) DRAWING No.5728,/;..2 i !i ' li ,, ,, 11 '[ ' -1, /I ll 1: ,,,I ii fl ij I' ,I 1, ,1· ,, 1, 11 " 11 ii n :, II ' l ,, ,1 ' ' + + I ' I + I ' ' + I I PLAN ---- - 0 .. ~ ~ \.91 I I'' Exp,' j1, I= 1 I \e,r' t:lbr .. rl-: 8 s.1n-,1/cr i I I ' ' ' l Syr,,;. o.bouf DIST. COUNTY IIOIITI tosT IIIL.tS--'tOTAL PROJECT ua,- "O" tine excepf-as ,:;hown I s -'.' _,,I ~ Cro.su.re Ouf sicf e I. I i 2'·0".ti ' .I -----..ccc:::S=:_=cE.:=ccC=T~!,,:,,,O=t"=' ~N~E~A~R~· ~B-=E N r· 5cC1.!e = ½" '✓'·O'' lnsf c{'e W1den/n9 Note: C/osu)re pour nol to be ma.de unfit GO cl. a.y;; ccff er -{o.lsework. ho.s been sfr1.,1. cl.,. ! (D tx,'sf,~g concre.fe surface fo l~e cleaned by 0<brc,.s,ve-i means, ® t.x/sti'f1J dee/,, .surface, fo he ref/n!shecl. ~en?ove t''.t ex/sf/ng surf'ace f .repfr.ice with ~poxy grouf, Q'S d1recfee{ by !he tnginee;r. • @ c.x/~t11ag fra.t1.sve;rse re;nr. to remain. l'lew tran,sverse re/11t'. to spl,c1 to ex/st,,,g. • @ Rerno1e J" ± e end of' cap c expose exi,sft'r?.9' CCl() re/nf.). ® 81..{ff ijye!a' new co.p re/nf'. to ex/sting co.p re/nf'. pr/or fo plo.c/ng dee Ai slab lrt Slage I. \ ® R.emoye e·· x G" .s ect;on of' ex/sf!ng slo.b G) E.x/sfin3 !ong/fud1na.! bo.r ( 1-11!) mo.y he removert. icx/st!ng frcxnsvers e re/nf1 fo ren'< atn. @ Remo~e porfion ?r ex/st/ag_.s/dcwal!-<. ~. !Benls so fhe:,l@) ®ff@ can be done 1(1 St~ge I. ,f_ra,! posf 1s ren?ovecl for @, prov1d,:; temporary supporl rrom ac(;acer,f posfs. , I @ ,'<emore 3"± of' tx/sf/ng T/e beam I e;,:.pose ex/sf/ng re/nf'. (~ corner5 of r/e 8eam. @) buff relc< new r,·e PJeam re/nt. to ex/sf✓-ng. ' ' Prof/le L/ne <>::, ' I I Iv v ,., ..5E..CTION 0.02' <;': >': (5 ti ,.,, ~- :.,~ '"' _, CIJ..Vtbf..,Q . ,; \ v -'G tct 4 i -414 [J e!~. ' A-A @ 18 '.:':.'t '--6" galv. :Jfee! p/pe 10 ga, Sc.C TION e ·b .~·•&)< ..ii1DH~ · m,L U411Nm liO. ·,HI < ' ~ aa.H .t.t1'lt0Wl..__ d7d'41' ./ S, L2._~F ~-, !'· G" ;) .. • I •, I j @r- cLE..V4TtON DR.4lN . .5cale: ¾" •f'·O".' ' .. 1-0 0 #4-@ 18 /!GU 0.01· 0:02.' 0.01· ,-,--o.ol' ,: I'-t,, ,;: ' \0 l t:: t:j I'- cs I... Cl i -ts ~ I... (I' c:s Q 0 k 0. ~ V) "-I Q-1 IJ) I J;-\f) '<"<'\ Q..i 0)1 ") ~-~ ... _ ~I ;:,._N ~ ,......_ ~"""I ·,: ,: ~"' " <u ,C, ' <eQ ~I ,--IJJ At o"u'iside w/deni'ng Ol4GRA!v'l tOR, TOT'~L SLAB oue ro. 01.:A!!) LOADS r-- l.r, t; I... t/ ~ C> o. '<;I-\I) ~ ..... -'\..,,. ~ ~ ~ ~J Oc./:lc.CT!ON #4 5€.CTIOAJ THRLJ' f3EA/r IA/SIDE \'JIOl'EAJING .. 0.0!; 5cc,/,., !t""' 1'0·•. \': ts\_ Sym. o.bouf '.!.' <I) I ! Spc,,n 4 ~"'I NOTE; '.tHE TO'.t'J,L DE7!c1'CrroN WILL lJE R!,AGHED ' ~BouT -FoUR Yy .. ~:-"s _At,1·.En ? .. ~T'.TEWORK -REJ!ov~'\t, i; OR ,v .ALU}~S:. ,(\) '.::' I h(E o :t ? i\LS.SVln1~K R:.Mov ,\ 1 DIV.IDE TrH)~:E SHOW:N BY 4. :,.., . -. ,. _ THE AJ.WrT:~~ (\f _CAMBER F0~ Cfft'TS7?::C:r.rot! WILL f,E, t,ET:£1\M.lNE.D e"f. l"l-lE. ENG1NEER .. c---1,0 !' -~~~~---l-~---'- Tr:ansv'er.se _joints, ;f u.secl, fo be !ocetf~r:1 a:f ~ poinf of span ancl. long/f1.,1d/no.! J·o/nf fo be /ocCt.feelc o.f edge of traff'/c tan cs unl<:~s ofhe.rwi'se perm/fted by the (.ng/ne.er". Re!nf conl. fbr~. jo/nf. L0N(i!Tf../O/lVAL OR. Tl<.C>.N5Vt.,'<..5e. 5L48 CONST,QUCT!Olv' JOtNi Jcalr!: .:3~" • /'·O" Note: Left br/ptge shown ,i</ght 8r/dge s,m,/cr.r. CD ©@@ef® typ/ca.!, Grrf/re len9fh ot br/c/g~. BRIDGE DEPARTMENT DESIGN SECTION s..t!on • _,,1 s,,,,_..,. I, .TATE OP CALIP'OIIPUA HICIHWAY TRANSPORTATION ACll!NcY 01Cfl' ... flTMt£NT OP' ·PUBLIC WORKS DIVISION Oll.·MIGMWAYS 1--D-"1-•"-+"'~~~~:::..u AGUA HEDIONDA CREEK BRIDGE (WIDEN)· WO Ob,74-1 cu // 2 0 8 Dl:TAIIA QUANTlTIU .. ABUTMENT & BENT DETAILS 1-1,, 8' BRIDGE NO. E 7. 28 2 POST MILE 48.0 DRAWING NO .. 5728?~ .3 lllttr OF 3 7 (pftnlMINARY 5'"""--,1! ONLY) Dl,raga,d pdols boa,i,,g oo,11.,. rm,lon clam ~ < i:! I 14'-0'1 r, ii ;: ii ii ,I .;! l 'i l;l ,:1 ' ~! ii • ::t ,I • . - 'i 'i (, : ., ]ii ,; i ,, ' \: i, ' ,I ,, ., ,, ' :1 ~I ' i: 1,:1 ii " !i ii :;, i ii i:i ' ,: ;1 ii l! ·,.I .:'j Ji 'i '1 I i-1 ti ~: :I i 11 :t: 1: -111 ,·,1 !!j ii l ,, " i! I ,!ii " " ii I H -;I " ii! ''! li ;, '1 ! '.1 ., ·!\ ,, '! " lj ;1 " ', ,:, " I! ' /I ' . " -,,, !I :i;-'i !1! :ii I ' ;·: .,. I . 11 I' I ' ' ' ' ' ' I ' : I . ! I I I I ' ' ' I ' I : i ' ! ' I I • ' ! I I ~ i ' ' I I ' I ' I ' . .. l 4) 5t..CT!ON i I or ~ I I ii ' I ii i " i :1 ! ' ' :r I ·, ' ii I . I ! I I :: --'\.i 'i '! ' I i I! ' II' i i :i ii " ' i i I ii i ' ,, ' " I ' '• ' i .. ·;: : r :1 I , " ' ;, ,, ! " ! ., ,, ' : " . ' " :1 ,, i " ' i ,, ,, : ,, ,, 'i : 11 ' ··. . ioi!r. E Scafe:¾"• !'·O" . · ' . '' . .. . • ' DIST". COUNTT IIOUTI ,osf NII.U-TOTAL PROJICT '!~ !!!~ t t>ent 2 or 7 t 8e-t?f 8 or G t:, e>enf 4 or 5 z G'·o'-··~---~--,--'---1 ____, ___ -,-___ 2~e_· -o,,_· _·• ~----'----------' ~-'--------'---=2~e_· . ..::..o_ .. _· -'------.. . ... ~.:I _ ...... · ...... ,..,3 ... a'· ,o .. · .•· ~ •1• •1 ..J\ I ! so s -4';:.:;/~~o J2 /✓/. • '-" . . . ' ( # 8 K :,$'•0" d ! I ~rt 6 x 4 o'·o" a I Z Canf.-:-r£. I 2 ! ·. . . .. ' . .· ',,: : ··. ' • .·. .. . '. ·. . ' .. . .· . • ! ' .. I ' . \ " ' ' .. I • . . .· I i • -• -• .. ••=••~w~-~-" '• .... ~- ; I i ,r~•--,.-- . ,, .· : i ·. . : ' ': ', ' i· I .· . . .· ·.· . . ' ' ' ' ' . . .. . . -. .. ------r·-···-··· I . 8'·6" NI I ' I 2·111 :~I_ . ' . . ' . . • ' . . . . ~ . · i ! . . I ' .. . • ~~------·-· ' ---~ ··-.j -\ Note:: Le(t Place aflf,zr backP,11 1s comp/,z.fed . ' I. i ' . ' . ' ' . . ' ! · . ' ' . .·. ..· ·.· ··. ---.. 6'· o" - bridge .shown , PART Ri_ghf Pt4N ....; iV ' IN -.._ ♦ • ' • ' .SE. C Tl O l'·-J-A-A 14 e 18 • i • 11 4 fof. Z 1onsf. Jf, ' I • i # 7@. ~ • ... • '4 LJ /1 /bt.1.ff weld ¢4-x 1'·6" @ /,!J t to ex/sf/ng rei'nf'. 1 I , I q/4 ''v. Drip Groov.z 'I.JP· I I C/osdre Pov.r /I -----·-·-• .... __ ---...! ConSfJ'f, / \....3.#~ cknf .5t~g..::.e_·. -'~~-~t-• cxye z ·oufs, de v.J1c/¢n1n9 .5 e. CT I O!v r1-l.Q U ·S/J4 t5 ~ '' 'e 4o'·o" ~ !!J '..<. 4 ,!i '· C> ·• (1./ 21 t/2 X 7 . I ' • ! . ' ,. I .. ' . ~ ··. • ' ' • • .. . .. ' ,. i ' ' . \ ' ' ' . • · . ' -. I . . ··• ... ' ' , ' ·,·.' ' . . • .. ' ' ' ··• .. . ' . . . ' .. ' . •·• .·, ' . I,_!. . • ' ' I ' i i .. • i ' , I .. . ' . • ·. . . I . ' . . . ' ' .. ' . ! .. ' . ··• . ! i : . ' . . ·· . ' ' ' i • ' .· ·. I , . ·. • •· I , . .. • ' . ' , i t ' I ·. l . ' . ' i . . I ·. ' --,,.,, ··--·--~·-m_,c -.~ --__ .. _ ·••--a ......,.__ -+---'-,__; :.~ ' ·--· . . ---~-'--,,-;_,,,,,,,_ ·•--1·----t---~--·--· $ '·O'' ! 8'-0" 8'·0''·•···'•·· • .. • I fbrid.ge .s/m1/cr.r, • • • • • • i · · ~" c fro.rn f e 1" ~[.[ . 12e.14-/0 <!. I Z -~ . .· I ' . ' ' - .. .5po.n 4 . CD ® , i .... ' I . ~ Ir)• I <'\J 8 ' @)'; C'.) ' . "' O'I ~~ ' . ~ .. , C) ~---' .. ,. ~ IO l!A r -N 1( 25' e.nd S,oans ZG' Inf. Spans :'Z' Inf . .Sr.>an / :· ,.....-: .,.. ....... , ■u 11ATIAPNftD _,,a Tap sldb '. r reu,,. .sh.0Y1'n, for · fable. bottom s/qb; .see re inf'. Top. sltx.b ~ ·"d cont. (! hof .t,hown, fom sla.b. ! r'o.'' Lu,e . oz,, o 7' 5e ·· w . . *G ete conf. 11, x z4'·o" ~,z • G ~lZ cont. ti')'-, IG '·O" e 12 ll7e12 cont. ",x 20'·0" ~ /2 180Tt0M R.E!N!=. Syn1. etboi.t.f "O" Line <Z><'. c,zpf as shown I I --- T'r'P!C4L SECT!Of'v' I I 4 Ii 8~.R· C!-IA!R. Oe.TA!L No ~co.le 'I-iv 08317~1 CU I I 'ZOd I I ~~~-----------.----------~----------...... --· BRIDGE DUARTIIENT , •TATll 01" CALIPORNIA D Es I G N s EC T I ON HIGHWAY TRANSPORTATION AGENCV DIKPARTMl:NT OP' IIIUBLIC WORKS DIY .. ION OP' HIGHWAYS HEDIONDA CREEK BRIDGE (WIDEN) DII.TAI,_. BRIDGE NO, S7· 282 DIIMQord ptlnll bearing ..,,u .. ...tolon .._ DECK DETAILS POST DRAWING 1111.E 48.0 .. ,,. t:'72/'iZ-4 ---~___,_ w IND'I' I !IP ~ I' - ' ' ., ' ' ' ' , i ~WW.0 'f" MIU I~ : : tlJIJ IL fllJ:J , lint I 1>t1~ t• ;',lW,T tMl'ltill~ - I ' ·u.u·. llllO ~•Tt ..... ~ : I 1mtW1( , I llM. I.lo W ' ' I I ' ii '' Ii I I '! '' I' f' .I ' ' ' ~ I " i -! I: -C C 0: < .c z ~ UI ,. ' !/ i~ 141 !! '2 ~ • "" : ,! ~ J ' .t z :!I l .. -I -.. .t :: ~ ' " I ,-0 i i < ~ri ;7 ' !i ,I ,; ;i . : ' I " ' " ' ' I ,,, ; ' ' . I I ■ - ■ ■ I I I -I •' I " I ,, ,, ' I ·I ' I #5 tor ' extend '6" t 8 I-,no ' cop ror extension. \ I ' I pile 6 I II 4-,x3-0 dowels permifled into footings. ~ -~ \ ). Precasl Preslressed Concrete --- I ' i ' Precast Class ':4" Concrete. " . ' 1 Precost Prestressed Concrete. # ,: 6x 3'-6 11 min. tot. 4 ,· (with extension lot. 6/ ' ~ ~ . . ' ' .. u, • .... COUNTY IIOUTI l'09T •tLIS-TOTAL PftMICT -11 SO 5 X 3'-6"tot 6 with extension ' I #, / 6 ,, j •~ -r-~--l.e,!.--.--.... -...... i tot 4 (w1lh extension lot. 6) w-w A 133,000lbs min w-w .,. • ' '1 : ' t :,\ I ,, ' ' •i :: " # 5 lotol6 ' 1' ' ' I Minimum c/q~ronce l'rom outside f'oce o.P: pile 1-o re,1nf'arc1119 sf~«./ snQ// be .3 11 • I ,i ,, " " ' " ' ,, ' I ,, i ,i ' ' ' ,, I 'I I I' ,I I : j i ' ' I 11 ' ,' ' ii I 11 I ' I ,I 1 i! : 'I ' ' ,' ' ' ' i :I I I, j .i I 'I PILE NOTES :' l :1 w-w i i i ' I 11 1 11~ 111 I 11 '"-.!. ,I I 1r 111 __........, 1:l I Iii 1!1 I 1:11~ 1:1 I ~I l\1 I 1;1 li1 • Iii • ~ m,n ALTrERNATIVE ! 1; Alternatives "W II and "Y" may, be driven full length or may i/Je. extended. ' 'I All exposed piles or pile exfe(lsions shall be consistent in cro$s-section throughout 1/fe project. : : w-w "w" NOTE F:· PRECAST PRESTRESSEO PILES: , .i If section used 1s lorqer than the min. section P = Prestressing Force f A,fter losses) shown, then upu sha11:prov1de 700 psi min. Concrete Stress: f'c (! 28 days : 6,000 p.s.i ( Alternbtive "X") , ,, I ' 4,500 p. s. i ( Alterna,live "Y '') ' . :: 5,000 p.s.i. ( Alternqtive "W") A/Jernolive "X" may not extend above ' ground line nor bei used with pile extension 11R 11 • · : ,1 . ' 1 ', l I' ! ' '6x3-min. -, ' lot. 4 P=l31,000 lbs. m,n ,II 6 tot 8 (Full length of pile/ P = 1611000 lbs. min. x-x Y-Y Y-Y z-z Octagonal or Circular Section optional. ·. R-R CLASS I PILES ' Place diagonal of pile parallel to layout //ne of footing. x-x ' ' ..... _.__, ,~_,_.,__ ~ i -.---~,,...--.-~ j _j PILES ■ 11 I 11 ~ ' I ..... J. I I llllll I I 'I 'E...f I I I I , / -- ~ • • Cb n i y ~ ~' ~ 1 1 ..... I I ._.....L "....... t y ■ V "'"' I ~ . ,.. Q:; ~ Cb ti c:: . a, ~ t; ~ Cb ct ALTERNATIVE ''x" ALT ERNA Tl VE "y II . - In Alternative "Z II the No. 6 bars shall extend CT minimum of 12' below the lowest of the following: I. Bottom of footing. 2. Top of finCTI ground surfCTce. 3. 'lop of original ground surface when piles are driven through fills. · ' Unless indicated lb the contrary all piles shall be Closs I piles. Closs I piles may be substituted for Closs D piles. z-z I I I .. I,() I I I -. I ...... ~i"i Octagonal or C,rcul<1r r::. f11 Section, Opt1Qno/., ... I:: C.t:, ~ (::) ~tJ ' I '2-' r-t~ ~ -=---' --"1 I cf # ' ' ~ 6. see Note "F 11 ,.;:: I "5 go. wire @ 6"p1tch ~ ~ - l/2"max. I lb ...., In 4~0A ~ min. (.) ~ tl.:,; .. ~ ! t Ii ~ -~ :::::: ~ l ti:, l t I • ! # 5 go. wire @6" pitch ' I ..... ! i,,t ~ 't -. ~..,....-'.\rrr~ : Anal .Ground Surface tt-=1 at Cb k_J ~ ~ rat r:::-~ r 5~ ~""' ~ Q:; - Cutoff line-..._ _ <;:) -~ r-,Ii'! ~ ~ ' ~-........ -J .... ...._ _:::; . ......_....., ... ~ ~ Low Water Elev /----...~--f in Waterways . .-...., PILE EXTENSION ''R'' Permtlled with Closs I Piles on/ In waterways extend the reinforce· men! shown 4 1 below ground line .. "" ,,, for 'Alternatives U and V . ALTERNATIVE ''z" Note : This Sheet supersedes Sheet No. B 2-I of the STANDARD PLANS Alfe.r·z.J 12/66 STA.Tl. OP CALl,.C)RN,A TRANSPORTATION AGENCY 01:•••TMUIIIIT o, ~U■L.♦C wo•1111;• 01va•10N DP' HIGHWAYS • ' . A /0 11 m1n1mt1m diameter plpe extension ( thickness = O. I 793" min. ) may be used at the lip of Altetrnotive • "Z" when loper is 30' or more in length. , AGUA HEDIONDA CREEK BRIDGE (WIDE SPECIAL DETAILS A II dowels or bars extending into slab or footing having a depth less than 2 1-0'' shall be hooked. WO . ' DESIGN LOADING·= 45 1VN$ CONCRETE Pl LE DETAILS IIIIIJG[ "o ':i1-2.B 2.. , POST MIU 48,0 DIIAWING II0,5 'Z..8 -5 -5 • . . :, .. 10·0 maximum 2-"4 Ww1s lot. 4 /O'o" . •. maximum, 4 ,TI lot.9 , / ' Len th for Shim as required (typ.) , l . ~ f. Parapet a I . t1l11ctrolit1r. -- 1'11/l. box -f--c...~ . · (St,e Notr I>) I I I __ .J 6" . SECTION . A-A ~,I tlnd /)/Die. Stlal Wdld. ; 4 Sit#S 8 grind smooth. ; . Futur, end DIST. COU'fTY- I l ~o of pipt1 ralling--4-~"'"i End of wingwal/ ., .. . Somt1 reinf.. n shown : in Elt1VDlion Vit1w. ROUT[ .: , s itOS1\MllH•··..'fOT.L, ,ao,c:ct · 47.3 /-;,s;o . ,, ' . ·. . El•ctmli11r oncnor boll$. ,:: J# ,,. .· 415 ~IOI. 9 I ELECTROLlER I 'j 2-"4;t;5!0· lot. 4 11 5L.~4""2'.~«tch s1"<Mpullbox DECK JOtNr See Note C TYPE 9A RAILING Without approach guard roiling FUTURE. ELECTROLIER I ·--," :!! S«e!iNoltJ O ]! ;jj li :11 1 ,, . ~I ii '.li.•.,1 ll ti ,i II ·li': : .. 11 :1 >! :1,· r·: ·ll. 'll . l' ti :,ii '~~ .\. ' edge ofdtt--;-...-.] l tr ¾•11o!o"H.s.J./Jp11 q-· thrflOded rod ,litb hex .. , nt1t 8 washer ~'1lv.) . 1 l Wrench !19'11)11 . ·· , ' ... '.I ' ·'t ,, i .;: 1• cha,rlafer 8. •. j ) ·.· .I ·· rt . I .. ~ ~ ,'i -;1 li , . I . •·.,.u • "r • ; .!&. , ~.1,\J;.,·'. inf. f ,vo,"e c · 'T r,... ·. i r 'i, \1 • 6 · I • i ;; ,, ' ·, t" x 1!0' H.S. bott!i or threaded rod with hex INJI 8 washer (galv.) See Note J. ·· '0" . ,, min. I ' ' • ' I C !i -~..:l • 5 ~ .. , ,9 to be ,A }?lace before _ # 411 l!O", 1, ·• •;.,,_·1. ox . 7).yi--'--'-i~=t deck concrete./( f:eck slob •• ,r· -exceeds 9: eml:J.e,:I dowel B"min. '1 • , 5 cont. , ,, , • Cone.,: 1.05 cu. ft. jiper lineal fd()t. \ 31. .. Const. joint ELEVATION Type 9A details ore similar to Type 9 except as noted. Gutter grade """"'-.:::.-II 5 X 3!9"t) 9 • · fnd wingwoll(with Bridge Approach ;Guard Roiling Type 8) -yEnd of wingwoll ; PLAN.·· ' I . Length for payment . length for payment Types 9 8 9A Bridge Approach Guard Roiling Type 8 ~\ ' . Detail 8 ( sr2e Foun de, f I on I I TYPE 9A RAILING Plan '1 shrzef.) With Bridge Approach· Guard Railing ' ' ' . I,< , i , , :,,. , :::. 'I., , , , , , , , · • Use 20 min.lube lengths, except one shorter length , permitted at one end of roil. I . ' •'i 11.ower mot of:_ ·,ii, ... ! 11 d,·.. ••.'··,··• 11 • ck te1nl ! l Ii : TYPE 9 • Reinforcing: s.rios. per /ineolfool. i! I TYPE 9A Cone. : I. 05 cu. ft. per lineal foot. Reinf : 10. 5 lbs. per lineal fool. 9" 7W' Iv./ x 10" pipe $/HIM 'I l,l~ld i~ > > ,' ! ~•· ' :' ~~· ...... ·. = .. ! I :••1.!4 ; . . I 11: ii ,,, ,(! ;, ij ill ·~I , . " !I .li \I ·11 ·~.:: I ., : ,1 A. Ji, tu~1ng shall be bent to fil no_r~'zonlal curfiiwhen rodiusisless !hon 950'. 8. lt fosts shall be normal to railing. : r . . . C. i1!furb and rail joints shall 1/Je located ala// beck joints. Joint size to match llauot width of.deck opening. Sleeve in roil joint to be lengthened osrequired. D .. JI (lpen intermediate curb ond roil joints shaflbe located at. f piers, l(,.utm'ents or bents and al uniform spoci119, r40~0"max.V f J. K. l . 1.' i High strength rods threaded bqth ends with 2 nuts and washers (oil galv.) may be substituted for high strength ancho1:, bolts. Torque roil lo post nuts to I 75: ff. lbs. 1 Tubing shall be continuous o~r not less than 2 intermediate posts, with a minimum length of 2 panels, except as noted. ~-l·'I PLAN SECTION B~ 8 .· '. E. !i Dimensions will vary with cross :5/ope. i !! · .. . · M. N. 0. All exposed corntJrs shall be ground smooth. Galvanize rail assembly offe,: fabrication. 'k"r t!o" Nolll : For ~•t.al 11t,afn Gllord Rall ctlflfl«:tion dtlta'ils -9/67 STA1"11: o,-.cAUfl'(HtNIA T~ANSPORTATION AGENCY ot.-.Rnil.NT OP PU■LIC wo•ec:• 01vts,0N OP' NICiNWA"f'S XS-9-P.ll. ~I . .::: . . ' , . I .! .. ',, .J~1 ·, F. li f.ionstruct 3" deep~ 12" wlde overllow scupper 2•al.fove deck at low points ),nfgrode. . : : i B. ii ivoll$ ore to be backfi/letl before roihng!i~ placed. " locott> pull box neor mid-poin,t between posts, but not in same paMI as deck joints or electroliers • • I s•• Rohd P/f',;.S. ,,. ' AGUA HEDIONDA ·CREEK BRIDGE (WIDE,11;•),: ■ J I 11 · · ' . . .. , ii 111) 1:: .,I . "-;·:· . I : 11 · . . . , H. l fleoi-ance to reinforcing steel in curb anitrail!ng to be l". longitudinal llf ff forcement to stop all joints. . · , ,, 11 (! ! fl P. Reinforcement is shown for Ty~ 9,pu/1 box. If Type 9A pull box is to be used refer to "Type 9A Pull E/ox sheet. · ,.,: BRIDGE NO. ' ' BARRIER RAILING _TYPE 9 CIF,, • i '> ! ' .. ::,,,, ::, ',,...., -· •l .. , I-z Lil ::E ~ ~ IJJ C Lil 8 -a:: m z 0 I-u Ill Ul ~ g 0 Ill C) C) z It Ill Ill z -C) z Ill ;S 0 < 0: w .. 0 0: 0 CD 0 w ... ..J ~ <( ffi I-< ~ ;r Ii: < w ~ C z w C) w .J ~ " & i:1 ;': " w I ;; w <I) " it ell t; .... .. "' w I- ~ " & ~ [ "' 0 ~ ~ "' ::,: NOTE, Clas~1ti~otion of earth mate- dol as show~ al;\ this sheet is based upon field i~~~ction and is not to be construe4 Ip imply mechanical an~lys,'s. ::r ..,. !11 !(I •'I 1 1:1 \I .. BtLcH MARK BM~ 383+80.!.57 Elev 33. t'4 C. /-1.C. Sft:l Bri, /J1.sc 1n [ X ! 1 co.n. i: 5/t,6 ,. "' uo'' cc2nkr1111e M(}11i b.tt':J /30~84.69 £'..C i ,1 ' !i ii ., :1 I .,1· i ' ! ii I !, . I: . " I.JO '[ 1: ' 'I i.ao I !I . ' I i i ,I I :, ! J' r1,, /Jpprox. ex1:;fmq qround line jl II t olon9 0 /.. 1ne 1 , _ ! 8-5 • 130 .. 6 .a9 £ .. 'o" Al 35~149. ;37 £ 0 6615,609.175 1eo1a0 ., I - 9-zz -,;,~ LINE 133 "'" z ""%.r 9~t~-~~ ' Oi::f;,I! n:dd!,h brmun f!nt .$/fq xi)(/ __ ____:.,__ ____ --'---t----------------"/'jn;:;m;;:p;:o;;cT.~ ·ver11 /,,o.st reddish brown J,lh; tan(/ 134 l Comp,,d fo den,,. n/e,-beo',l<d ~'~9=➔ /1qbl b!-=ln S/ll'ld nnd -,,-,,; lmri ~ond. -------'-------,--+------,--------zr.ens-e ,;r•'I /)ne lo mea't//m 100 133 s,nd wdh sh,,lh Scale • PRO~ILE Ver!. I"• 10 1 1-/or, z:.. I '= Z0 1 .. .(\) 55 1.4 53 /.4 -~ • . . , . 1!34 8-3 Charr;e /1!08 ti-A. 039741 •• !3-4 8-/ 0 I ,' I 30 /0 -IC> -zo -50 -40 PLAN Scd/e Ol"T-CQUNTY •'Roun: 11-EC:TIQN It STATE OF. CALIFORNIA DEPARTMENT OF. ·PU8UC WORKS DIVISION OF HIGHWAYS SNllll:'l' TOTAL NO. ■H • AGU'A HEDIONDA CREEK BRIDGE(WIDEN) LOG OF TEST BORINGS ■ ScALE As Noled 6RIOGE; 5'7-£82 .I PREL. DRAWING No. PR- I ' I [ ... i ·• I ' r • I I !i ' ' i ;[ 1 )i : 8 ' ;1 ,, . " To p o t cu+ --,---------~•- ;,. ., ! 'I ' ,, • :I i i i !! ., of .slope \ ' I• :I ,' i 'I ' 01 0 0 ,<) " \ ' " -0 0 -' r-- PROFILE GRADE No $co.I (1, 7. B 7 0 JI near r-Lll.L......., 1., ___ .J E-1. 3'2..0 I 10 l?enf 'Z. ELEVATION ...., • ...0 ' I I j I I I , if) 0 _J f : r . , I . • II ! /(,,1-0 II ' ... .I-O{}S-J(/21)47 1$HWAY EN~INE.ER .. > . + .,, N u..l 4:-Chinquo.pi n Avenue " 87 -0 I " I -0 l'l '· O" ii:IE:G:IUIU'O (:.IVlL IiilalliEiK 111' IH UH 1 lil:Gl Ull!CI CIVIL ENCINEEk ~UNHfl: !:1310 #c1t1 ./ /.3 /9Cf .,, r?>crrier Railinq .(Type. 1 1! )--- -'Z ¾ Profile Grade. -1. ¾ -----Barrier Railing (Type "J) __.. _,.J __.. ~ .... , --[ I. 5 4 -0 Continuous prestris.s e d co'.sl .c i ri -p Io c e. f:~~==<~~-~ .. G~·-·.,. :1~'f'=:':~fr:~::::~:f; box girder. -----1 0 _, J 11 I <t 2 -O ----. Utility II I x 2 -O " Future Opening Abutment 3 2 : I l~ APPROXIN4TE QIJAKrlTIES 1'11ESTRESSltlG CfP COIICR£TE -·· -·,•-,-· > ': ·j' '. ·!: ·, ' ,, MANHOLE ff!Mil:81 lllti COVEA$i BRIDGE Ai'PROlCl-1 GUARO RlllLING (-lYPE 8) BARRIER RAILING (TYPE 9) BARRIER RAILING (TYPE 11 )(5') r I NAL QUANtl n ES STRUCTlJIE EXCAVATION (BRIDGE) STRUCTURE BACKF'ILL (BRIDGE) CLASS "A• CONCRETE (BRIDGE) 1 CI P PRESTRESSEO CONCRETE BAR REINFORCING STEEL (BRIDGE) ------Top or!dqe P,,,pproccr, ., ~--/·-·r Gua,-d _ Ra1l1no. Type: 8 --------( Type I :=Ia re J 3B'-G" ") LIJIIIP SUM 2 EA 77 LF TYPICAL SECTION 328 LF' =======,,====,=========== 32 8 LF 1 " = I 0 290 CY 170 CY 150 CY 750 CY .1.92,000 LBS INDEX. TO PLA..N5 T1TLE. Gen.;z-r-ol Pion Fou.nclc+,on Pion Abutmcn+s 6e.nt Ty p , c a I 5 e ct 10 n Girder Lcyau-r t>orr,e,-Rc,l1n9 (TL)pe 9) ·· ·I :: -· rn i ! -, ll· ~a,--•' -~------------'--~-=--=--=--=--=--=--=-~r-,---'-+--------<ti,----,-----ttl--+! -------+-------------~------~-+--------------,----.i.,.., 8 + 7 4. :o O ! ' .. , 1 I \ . 2. ~ . 4. 5. 0. 7. e. <;. \(), I \. t>r1 d qe A.pprooc.h Guord Rb.d,"9 Typ,z8'(l4oi."t 5 r Id 9 e App ro oc n GI.la.rd Rad ,nq T~p,: 8(octa,b) Ut, l1t1e::, t)etad Na. l Loe, of Te&t \:,cr1n9s ~ ' I I E.1 t v. l.l. 4B 1 ~ i ~ _ NC.I O 51.' II" E I 1 't Ch1nouaoin Avenui:. 1,1 . . II u I T-2 l 5 5 + b O. 0 C,, I I 1 , I I i !1 ,, ii of' slope i ' ,1 rz : 1 ' ' i . j Pd int PoJi nf Point Point ' I 1 I( -------! ' C u + ____.-· ' ! ! Top of • ' 'i Br. No. ~ Year conslruc,tcd. i ,: ,, " i 'I Ch'1nquo.pin Avenut U.C. !or. Nb. ~ of m1n1murn v1tr+icol c.le.o.rarhie. i ,!i of rn1n1mum ve.rtito\ cleo.ro.nte. <O z Year. ove.r exisf ing 0 0-, Q C d rf) JJ roo.dwo.y a l\'tChinQ., I0+00.00 P0,T,., " 0 " I 5 & t (. I. 7 I P. O .. T. -1 6'- 0 0 ...0 z PLAN J"•Z.0 1 ~ i '-0 ' ' -' 0 .., "" ' C -\·--,....;_ :--J c;-.J \ti:, thinq, IOJ..'71...47 PO.T.• " T -1 " I 5 5 + c,, 7. <., Z P. 0. T. II I I 1 1tl e;' I I ! I c.l. . ' 2 I - I • ~E.13 . li+C..1-00 E.ltv. C,,7.ZZ. DESIGN, CE.TAILS LAYOUT lL I I .L. ::, I/ J. FOR GENERAL NOTES $EE !"'OU.(; cu::l., \01'\ ( [ o.n $111' .. LIVE LOADING HS20-44 AND AlToRNl<TIVE WO cw 039741 11208 AQ.2.-E:i.2,. 51 -I t, 1 -\ I \:l 11-4\ t.)(.Cavat,o,-, o.md ~ac.kf'tll (!:ir1d9e.s and Wctlls) \:lox C,1rcle.r Qe,-a,\,;, No. I Utll1-!-1e.S Detol\ N.o. 2. B 11 -43 e., arr t e. r R o 1 .I In 9 (Ty i;,.oz I I) Bar,-,er Rctl1 nq D<Zto,ls Typizs 9,10,11~12. 8 STATE OF CALIFORNIA. HIGHWAY TRANSPORTATION AGENCY .DE'PARTMl::NT OF PLJ,IH,.,C:: WQftKS 0iVISION OF HIGHWAYS I CHINQUAPIN AVENUE OVERCROSSING LOCATED IN SAN C lEGO CO'JNTY, ANO APPROX. 500' EAST OF' CHINQU.APIN AVf:NUE ANO IN THE CITY OF CARLSBAD, THE I NTE"RSEC TI ON OF' JEF>ERSON STREET GENERAL PLAN Bl!IDGE 57-672 tlO, . POST MILE 48 ' 4 Dl!AWING NO. 51672 -I SHEET I "Dis.regard ptjnh bearing earlier revision dates ---- ( PltELINlNA.RY.STAGE ONLYl OF i • ' C' ' , ~ ,! ,, 11 ll ~I l! ~I t " ,. ; I .. l • ~I ' " l\ l' ,., ' ~1 ,, " ., ., i] ll ,, t ' . , ,, • ' •' •' !! 11 jl i; l' ii :1 ' I ,I ' 1, elev. 108:1± ,, ,, /00~± ' I " '39;± ' ' 1 • 99':!: ,, ,: • 92'.± ' ,I " 9211: i I ' I . D[IIGNs A.A,8.M.O. DATED 1965 WITH 1ttv1110• ANO A8 8UPPLEIENTtD BY MIDGE' PLANNING ANO DESIGN MANUAL, ' ' t•Y£ l.OAGINGs H82o-fi4. AflJ ALT[IINATIVE ' ' \ ; l \ :g I ' . . • \ I ' ~ 1f) NOTES l + D(!notes, ! I ALLOWAILE DESIGN '2 5 'l...4 e, ,. , ;:, :,. 5 i.s "Z .4 spot elevation. ,0 ,_ • w 0 IJ) z <:I Ll.J u 0 p 24' i ' PC,C. J::; (rj 24' 8' fo.c.c--,i,::: . Q_ ~ 4J p ! 0 ~' o ~I I -ct: _) ' Ct_ ~ liJ 0 0::: -,.,; Ii) .... ...... •? ·, i:J i;J I ") I I ~ ' ! ' ' ' I \ '--- ' I .., ,... __ CU llZ0,3 '_/ .. , . . . (·, I : I • I ' ! ' I \ j ' \ I i I I ' ' ' • I ; f\J ;-g <o 157•+ 65.3.3 B.C. "T-1 '' ~-;:::N--::;359,755. 750 £658,//9.014 t' / I ' I { I / l ,. I I o_ I .----7 ""J I io I I r.:i . I ----Dl&r. COUNTY ao~~ ~ MILD-TOTAi. Pl!'-••.::- I I SD 5 97.$ /4.S-: Ol..:i, r I ' . / X \)J'i u! ,.. ' (j.q3 I -I .1' .... ' 'x .s b 6 . ~ \ \ i ! I ' I ! I ' I I I ~ 10 + 96. 4 7 Chinquop,n 155 +(;i7-(f2 T-/ . N3S8,579.957 7··668, 188.319 !nd/ci:tles bcffom of' f'o~fing elev. BRlriAE DEPI'~ , DESIGN SECTION ...... Ave. ""'a\ff oat C/&.Ll~ ... A HIGHWAY TRANS~AT'"'N,AGENCY ~ DID'ARTMENT oft i>u•uc - DMBTON Oft HIGHWAT$ .. ,I ~ ·CHINQUAPIN· AVENUE OVERCROSSING Hn'AH.a lUANTITIU IIIIIGE IO. 57-672 --- ___._ ---.. ---~-_ ......... --- FOUNDATION: PLAN POST .... 'I! 48.4 DIU--SCALE I"" ~:-,~z.,-21 I"-: ?I"\' 1- I l . ' i i ., I ' I I ' 'i 'i ·,! ,, ' ,:! ' ' l! I ii! "' II :1 ' 2. .Ii'! l x t8i'-G" 2 · # 8 x 2 8:i', G" I .I " ., ,, ' I " !i: I ' i .~ /---t.. 8rgs. 4,buf. ~' ~ IS) <'\, ~ _qJ_ ---.!-'-+-... ~. -~·. +--.f.- ! Access box, .see, ·: ijp/ca/ 5ecf/on .. :;hr, I ; I 1 -rn .1 )'... :-,,, .· ( Ch /n ,z u '3_()-,---i'n_A--"-v_e..:.., -----'-+-----,-..,..j-'-',[tJ.,.,,· ::-+,...+-~ ~ N f§/0 S2' !!"f.. \:),I~ 4bu.f. / Libu.f. 8 It+ G0.Oi;S : Ji i i PL4!'✓ .5cale: ~ · •!'·O"i i ! -. I ! ...,\.,,. () --t ¥5 ___ 1.!S b . r14 e l8 oufs:'a'e f'ac~ .Scale:!;;£" •i'·O" /n s/de. f'c.:ce --r· I I I I t ,\l\J () . I". «) I > t14 [J fof 4 --l--1-'t--- fof: 3___- 11'4 '~lJ fof: 4 ; I 0 P.QOlYT t !.... c Va TIO .N ~ No Scole. WWLOLl • • • • • • • • • .Sc.CT/0/\/ 8·,S \ ' "'4@G, fr c" t f'a c.,;,;. • hut .;' ·'-'""" I re11'?., • • #7 Jt@, • . .i: 7 . . • ' . 01ST, COUNn ROUTE POST llll.ES-TQTAl. PROJECT I l SD s 4 7. 3 /, S: C' /.'.:." '51,." ;;., t . .,, l 8rgs. ,t G'·o·· 4 Q l 2 hefween glrder.s '-!~f __ Concrete /n recess • to he. placed af'fer .sire ss/ng g,-'...-d cr5. _.c..-----tt'"f 5ec "01plcal Secf,on"shl. 8af' .s /" reces.s m ClY be cuf ?' .!;,f)/!ced. ' • • I I I I i 11 I , I J I -11 6 tot. 8 ..__tt4 tot. 2 • • • • e 12 4" ¥ dra/ns, tof. 3 e ea. 4bul. Fu r1..11-e '<()f .--Slope Pavin5 1--,-.,,,-1'H• # G f o f. 4 • ~! _c I -, ......... : \Ji <l.) <I) ........ ~ ::i -'0 ,q ~ ~ "} ' ,-"' 3:. 0 -,:; IJ) -1.. 0 c:; \>) .. , . .. -<:l "-'<} '~ ' '·· c:, \l.. • • ~ . ~ . ..-" • .,,., .. ..,..1--...--'''-----'""~---'-' ---'''--~---'-· . ' • ., . • . ~ • . ,,,,..~ • . t· 8ackF1til fo be cdmp/rzled to f-he fop of" .Poofu?q @ ihe- f-1 rr?e o-f' sfress1n9, .SE..CT!Ol'J /3ockP,II fo b.e. brouqhf 1.1p rn ~iual l,f"f:5 @ bofl-t Ab1 .. rfmenf5, • 4 .. f-- I . -~·~~---····--~ '"""""~ " ~--- 4T LJ.f!:,UTiV!f.NT ~ 4-A . ' • ,') ~For re,nf @ open1n9 see 1' Defo1 I U-7" :_!,-:;:::· " _, r . l , ' i ,1 ( •' ( • ' '-• ( \ . ~ ,>' .,. -----•--·- to-· #4 (£,~ it-4 fof. 7 t=UTURc UT!L!rY OP!Nlf\JG THR.l/ A8VT.¥lcNT 6ACl<WALL 9!':~n _'!~_T_~_ YI' 1,-:'p'/ SE.CT/,J/V C·C BRIDGE DEPARTMENT 8 DESIGN SECTION. , . =bor 4 1✓. a, . ...,.,_✓,11--- STATE OP eA.Ll,-ORNIA HIGHWAY TRANSPORTATION AGENCY Pl:PARTMEN't' OF PUBLIC WOfU(S DIVISION OP' HIGHWAYS 0IE81GN "' CHINQUAPIN AVENUE OVERCROSSING l>IITAIUI ABUTMENTS QUANTrr•Es ,, iz-t 7 BRIDGE NO. 5 7 -6 72 POST IIIILE 4 8. 4, DRAWING No. s7,7Z · 3 SHEET OI' ? I I Di,regard prints beating earlier revi,ion doteJ ( PREUM1NA.R'f STA.GE ONL't) i ' '; ,. ,.· ; ' ' I .! VI i I I ..i i (,J,..,_ -I ' ' ·. i I \' ·! ' ' ! I i ' I :! I II " 'I ' ' ' 'I ,: ' i i!'-0" ;! j ' u I ✓ Cor?f. ' ,; ' i ' ' l Co! rnd I .,-/£ 15 1 IS ' -\"IS ~ Nofe: • 12. I I • !2 i L5-I :! !2 !2 I ;! I ' ' C ·! I 15 --. -/5 ' : ,· 1/2 /2 C IS- ' ' ' 12 I ' • i IZ I ' I ,, ' 'i I i I ' ' ..,. i 1:0 I I I !2€., NP0RCcMcl\/ r i. :, i ;\No Seate A.It re,nf: 11 .'8 unleils noted otherw/se. Nurnher:J c,_f ends bei.rs indlcafe cf/sfa[l7Ce /n teef f'rom i£. Co!umn .. , .5plicJn9 ot' .¢18 b!l(S snail he .done by hl.).ft we!cl.1r1g. j:; Ir? cl/ caiesi bundle cl bar.s I ,1 ! ! Column 7 ' " ·O meas,. ' i alony t ben,.1. Of .S~op column bat·$ ~ i r\ \\ I \ 0 :Q i 0 0 l'· G., -' -I (), ~' : ' i ~ ..• -'---_-..- ~i .. .. . .,, . I [J. 82,0 <Q • ' ,."}._'O () --r: 0 -·~ ._ ,1,-. <._) I!) V) (,_) ~'Ito 0 i O .:: --0 . . ~ -.,__ f'-<.) It) <I) t t?;enf ~--t---i•-..L._'"++-_'1/ I I con f Tot. 4 tl 7 WJ ~· \ . d l---\,_11.-S cont. Toi, 8 . ' • • I i,. • • " 0n'11f u.ppc;, .5t.Cr/ON A-4 • • l Co/1.1.mt'? ¼ • • •• _/I • -:I-l! ccnf Tol 4- • Sc.CT!Ol\' 16·/:; ~l£ Vor.r(e s 5e.CT!ON C·C if.. Colu«u7 ,--r.?.e;nt": nof shown \ /'·G" 1 r0-dta.l j---·-~-- i -t .. -..! face ,, ot E -.... ROUTE POST 11.U.D-,-totAL i-ROJE:CT .. n, 1'1J't&1. blsr. COUHTY •• --·- I I 30 s ~ -9' 7, 3 / ¢ !,";" 0 · .37' /4/ lace of' benf ' .... p • -X ' . ~ X .s -fJ .er-f: f: t Form w:'fh rough ' . . _\SI--':!! ~"' sawn l u. n'7 b e r: - ' ' , ' • I , .. ,-' ' I t t l- PLAN ..SE.C1!0N e.·E. 5Pl:.Cl4L 5Ul<.FACE. Te.XTUR.e Ot.T~1 L C I ,, 1, ,_, cale: ;ri_ ""t l Column • : ,, C> • -C> ~. . 0 -0 CV -0 -C) -- • • • -#"14-+of. 4 0 ---+--:-, ,·. o" ., --~ ~-""'lt-"'------i SE.C Tl OlY O·O POOT/NG PLAN BRIDGE DJ;:PARTMENT DESIGN SECTION 8 $TATE OP' CALIFORNIA HIGHWAY TRANSPORTATION AGENCY ~l:PARTMENT OF PUBLIC wo~ks 01v1su:)N orr Hl~l1WAYS Section Sv DESIGN Olln'AILS CI-IINQUAPIN AVENUE OVERCROSSING ., J<•. ~ 9-<.. 7 1--------------'---,----,-,,--------------. .•:tl;:,/,,1-1,.,,7 BENT I - l Chfnquao1ri .4ve. r , S'-0" 12'·0" Ra///ng-I , I I ) ~-6 i Prof'i'!e G.rcid'e, \I 'I :,, :'i ' Re l'er~<iic e L /n e 'i ii ;, ,,, 'I ,1 '1 :•1 ·i ,, I , /, ,, ·o· .. I' • ' ' 0 cl"ic'i~.ndutl f"or get.s //ne. To be casf-,n-j)loce ® 2·-J":!x ,·-o" openi'ng for /4'' vvafer !i"ne.s er1c~ff e be.nf co,,l:;· @ Z'·d!'':'x 2'-o" /u'ture ufi/ify open/n !J · i , @ 20 :j q!i'cc opening e eent ca:, only. T'ri,q!CiJ.L Sc.CT!ON ' 4'-o" i ~ 30~ 0'1 @ 18 plo<:e @ If. 8enr ii ,, :I! ' ii ,, ii ',i I! lj #c; fof Z per· exf. • #5-~- © bo.r.$ : i: A I I 1,1 ' .,.-rr-#4 fof. 8 per ' • I # 6 !-of. Z ~er g!rdet' 3 e7u.o.J spaces ,t 5 ---@ bars .S8.Ci~ION ~-.4 :No .5ca!e 0 r '. o" 8at"r/er -( 01/?<! hCi..J Nofe; : <{) <() , I() 8 II ( . ' i· I ·/ •. -# s I!! z I ¢ r;,... _ ,Jrgs. i "--._# 3 (!: 3 C: C{ VvO.y (Z'-G' wide) TT""-"\r------i------__ -!-- I I ----- 1 I ··+ ------_/ !' · G" Typ, I I __ -.l--1 ~i 1--· --/ I --1 i ' J -+--9 3 c c:l e : ~" '!'· O" "-----IJ,...../-..:=::;:::..::=..z.::,..1,=-=i-=i=-=:..:-=--! 1 . -,, Abut. ! .show:?, A.hu f. 3 .St.>,'?1·10.r I i I I -~~~:--i ' /:/.rial /oco.f/on of' mbnho!e r/ !aclder run9'S fo be cf.csfer,~ni°,"?ed oy fh~ cng1n e. er--. PL4N ~ACC£55 80X @ Slope to c!ra/r1 ® zo·' ~ l-':nock.·ouf 5ecf/on ( f:ufure:. uf/fJfy) ® oefo.it u-45 G) 0(:.fo.// tJ-44 @ Access 80>< fo be coasfracted al'fer: 0-- 4" (,'!/ efs I __ I I --1~--- 1 _J_I _J Sc.CTtOrv 8·8 No Scale- BRIDGE: DEPARTMENT PART G!R.t)clJ No 5cci!e we.If J- DESIGN SECTION 8 Se<tian Su.,...;.o, J, . DIST. COUlffT ROUTE POST Mil.Es-TOTAL PROJECT ! I 30 ' s 42_..3/~5:0 Sc.CT/ON • • • • • • . . .sc:.cr10N c·c 5cc,.!e: !£ "=1'-0" STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUEILIC WORKS DIVISION OF HIGHWAYS '"'" lO!_A!, •• -i"C /1"/ DESIGN I 'ft, ••·• 7 CHINQUAPIN AVENUE OVERCROSSING a) ,oresfress:"ng has been cornp/e!ec{ b) fhe !osf dee!, forr,'75 have been removed. l>ltTAIUI • c) bo.cl<t:i.1 to bcflo.~;, er bo • ..:.. hr>t-been cor·r1,c! el e ()(, WO 053741 cu / ,' zc 3 S7-G72 Dis,e;ord print$ bearing earlier reviiion· dotes TYPICAL SECT! ON POST Mil.~ 4 8 ,4 DRAWING ~ NO. S7G7Z.-j $HUT 5 Of" \ I (PIIELIMINMtY STAG£ ONLY) I .-,.-, I I ! I i I l I ' I I ! I " \J) 1· 20'·0'' "' t=l Ct.re ~ , ' ·11 ' ' I ( .<() -' <:I;) i ID ----_:_·.::.~-... , _, .. ,,.. --... ..:.·· ,\ Detail D·! '\ .. (~ G. .., .. • i ' -..J 'S) .. , ¾.. :,! .. I i ,, "\----, :o i------ 'l) ~ +-(.J ,_ I . , . ~' ------' ., ... _._ ------- I I -- ·-.· ..... --···----"""·" ·:.::-. :;:·-.,.,_ _.::-,,,,~,.oc. _,,o I l} V-~· -i::T= ... -~ oefo.li' u1, e,.o blST. I l l oiapl, I -'_.__,_, · .. : .. '. _· _____ "·" ·-··· / i --;7Deto.i1 ue COUNff 50 r ROUTE rosT Mll.B-TOTAL PROJECT .Ju:Jrr l"OD,L ••--l!ft s 4 7, ..3 /4.:s: O 4/ /<?/ . OATl· .. •··••-•~-4 /f.t:f 't 8rg 4huf. 5 20' ·O" I ' U/7 -i--;7oefcu'i U? ~ ·-I'. <u 'V (.., ~ ~~ • ,. , · ,, 8 ~ 74.82 -i-/ I n . I 8" -tt-s==@. /0 <· ~+"',,10,-00.00 . '--l ChinsJ.o.ein 4ve. N 61° 52' !l" e.. i"1 \ \ ~/_r-,.,._t/t-60.08 ~Q I / I . • I 0 tt-~Oeia;_/ U/4 . ~ , «) • I ,'-I y .,':;-,,i:~;~~;·:;,:i: _::, =,,,, :·. :::_a=:· ----= ·,·,-... \ \ . ' -<\) _, ;---,-., I -~ / 1'-3" ~•·G'.' j ~ I y p. f---- C '~ C 0 C er; rJl ~ <Jl: :;!: "" .. .., --,--······ P ~h ~ , , r ~ '-'a_, 15 poro..ao,,: c befween por'nf.s shown.' ;I 0.\5 025 ·6!12, r=--_,__--..JI:.__; ;.., ,,.,...----Cam be r __ Prof'1 le CA.MBER DIAGRAM Wo '.Sc.c\2.. T0TAL GIRDER DEfLECTION DUE To DEAD LOADS' CA"1BER !SHC',iN IS FOR TOTAL. GIRDER O[l'LECT iON DUE. TO DEAD LOAD PLUS PRESTl'lEJSSll-lG rORCE. TcT'At DEfcECTION \olllL BE REACHED ABOUT 4 YEARS AFTER REMOVING RA! SEWOJ'.!IC Tl-IE AMOUNT Of CAMBER Fil'! CONSTR'OCT ION WILL BE DETERMINED SY THE ENOll\lff.R. I ' ' i lyp. PL.Al\J L<)t✓GI TU.CJINAL Sc CTIOlv PRESTR[SS I NG NOTES 8,41)0 Klf'S TOTAL AT JACKING ENOS, AS : PJACK • 75 f's CONCRfTE f'c, = 3,500 PSI@ 28 DAYS; f"Ct "' ::\500 PSI @ TIME OF STRESSING l rn,z, • PRESTRESSING STEEL: CLEARANCE: GENERAL: THE PREST RESS I NG STEEL SHALL B£ LOCATED IN THE GIRDER STEMS WI TH AN EQUAL FORCE IN EACH STEM, AT THE CONTRACTORS 01-'T I ON THE PRE STRESS I NG FORCE MAY VARY TO ±. 5'1, FROM THE THEOR[T I CAL EQUAL FORCE PER GIRDER PROVIDED THE TOTAL PJACK IS OBTAINED AND Tl-£ FORCE IS DISTRIBUTED SYMMETRICALLY ABOUT THE <i:: OF THE TYPICAL SECTION. APPROXIMATELY ONE•lHIRO OF THE UNITS ARE TO SE TENSIONED IN EACH STEM IN THREE PASSES IN ORDER TO MINIMIZE STRESS DIFFERENTIALS. (1) HORIZONTAL CU:'ARANCE BETWEEN UNITS= 2 1/2" MIN. (2) UNITS MAY BE BUNDLED VERTICALLY IN GROUPS OF 3 MAX. (3) VERTICAL CLEARANCE BETWEEN BUNDLED UNITS~ 3• MIN. •(1) DESIGN IS BASED ON ti,= 0.25 AND K = 0.0002. PJACK SPECIFIED AT THE JACKING ENDS INCLUDES FR IC TI ON LOSSES AND PROVIS I ON FOR 25,000 PS I LOSS IN STRESS. (2) TENDONS TO BE JACKED TO_ .75 r's ANO ANCHORED AT AN EQUIVALENT ANCHOR SET= 5/s• (3) CONTRACTOR TO SUBMIT ELONGAT I.ON ANO .JACKING CALCULATIONS BASED ON ue t KL= o, 09C,:,0 AND INITIAL STRESS AT IX!= 0,9065 TIIIES JACKING STRESS. (4) METALLIC ENCLOSURES TO BE GALVANIZED RIGID DUCT. (5) ENCLOSURES TO BE VENTED THROUGH SLAB WITHIN 3' OF THE HIGH POINTS OF THE CABLE PATH, ( 6) OUR'NG STRESSING OPERATIONS, THE ELONGATION S_HALL 0C CONTINUOUSLY COMPARED WiTH GAGE PRESSURE TO CHECK AGAINST DUCT BLOCKAGE AND EXCESSIVE FRICTION. (?) BAR RE I NFORCEMENT INTERFERING WI TH THE PRE STRESS I NG TENDON ALIGNMENT SHALL BE ADJUSTED AS 'DIRECTED BY THE ENGINEER. Abuf. I ·--~- C-::is f · /n.. ola Ce presf,"'ess ed con ere le LIMIT .5 Qt: PRc.S T,?.. E..55t.D COlVCR.t. ;,· t. No Sco/e lo(f,-,f 2 column f/ f'oof/ . .-,g) Ahuf. toof/1'?_9~~ { wn15,vo.//s shall he Class 'A·· Concre;te, BRIDGE DEPARTMENT 8 DESIGN SECTION ;•4": a -4-eJ!-Sodioo Supervisor I I l 6r3s. 4bu.f. 3 • STA.,.-1:'. OP' CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC: WOAtt:S DIVISION OF HIGHWAYS DESIGN CHINQUAPIN AVENUE OVERCROSS!1'JG """" GIRDER LAYOUT •I . ,i 1 " ' •I . ' . ' • ' • I ;, i ! . • -! ' • l~3"J 2-... 5~ K 4~011 tot. 4 Rall post anchor bolts ~=:r, :.::r, _:;j:::::::::::~7T~-:=:=:=,~~1-:='.'.'': .. '."'._:===T"':_'.".'._~n~*~--~f:=jM~1 ,-'1!1 c~".tjlP@i=fi'.,:~:ilc_rJI ~1-~===:r:I := -~-'.""._J,':_":='.:=':=:=51~:=::===1+~:=::=11 rru:.-:=::~_:"."'.7f'.1 ::_"".:' __ :'if-:':~-:':I'.::=·. ~ __ :=it:=J~ L-f----: ---~ --------:I · ===========ia!a:::====I ==•=t::' ~:::::!:::::::::::::!:±' :::!::~-=l=c-l~:::!:!I ~· ::f!e'~'=,._"==!::~~=~~:::::::::!~===!::=;c:::!:=~:::!::::!~::::!! ~ 1 1 e , I e 1, e I, I ~ ~ I I I I lJ ·, Pull box Type 9 ~---- . f See Note P) -' .. i---w,-...c..3_!_o_'_m_in_._J-2-f Electro lier I /NT£RM£0!A':T£ JOINT See Note· D Edge of deck-f---rj_ Parapet : ,,\ 6" ,.. 5 L ~ 4//2", 3 each skle pull box ' 5• ' ' /H x t!O" HS. bolt or 'tAreaded rod with hex nut 8 washer (galv.) See Note J_ · PLAN DECK JOINT See Note C ELEVATION TYPE 9A RAILING Without approach guard roiling End wingwoll(w1fh Bridge Approach Guard Railing Type 8) -,_End of wingwa/1 Length for payment ~fl.Parapet lJ I electrolier. ,--....;.... [)J S't. COUNTY ROUTE POST ~ILt~rO'YAL nOJEC:t 1 -~~•·1 ,~~,u a.iur:a II 'e>O 5 47 d'/~S:o !-f12 ,1-1'/ Pull box-~-J...<. (See Note P) SECTION A-A FO' 7" 7" 1'011 -~4 end plate_ Seal weld 4 sides 8 grind smooth. Future end -. ,I !"ct ~E1'Ctrolie, PLAN ' ,, Omli I chamfer /!6" ol electrolier. (Edger finish} of pipe for hown Same rein/. as s in Elevation View. rolling I ' ' I I ' I ·->, ~ ' .... ' .... .-........ anchor bolt. :s I I • / ',,-: ' • • / J~ •• ,:'.\, : I I < ' .. ~~-~~~:;-;·i~/i\:f(:· I ,. Pull box See Nole P) ( I 3:0• min ..• j FUTURE ELECTROLIER ¾"x0!8"HS bolt br threaded rod with hex nut 8 washer ( galv.) ( Wrench tight) 31/z" Length for payment Types 9 8 9A Bridge Approach Guard Railing lype 8 ---1 ' I , ,.-f\~=::!~,;,:i,,,._: /-Oeta1J B ( See Bridge Approach : ' ' . 0Use 20 min. lube lengths, except one shorter length !"chamfer·• • Type 9A details are sirrular to Type 9 except as noted. y G. dfil'/.' 7i 80,t,Z) uor 'GI Ing ype e 01 s. permitted at one end of rail.·· ~ . 8" {typ.) • • Note F ¾"opt~ I lo" . min. Gutter grade "'4 11 @ /811mox. , ___ -115 ~" {} 9 to be in place before 1 , " " · ' 7y· ,t---1:i:i:;:::= deck concrete. If deck slob 4x l·O ~ 18 max. . ·•• ... exceeds 9•, embed dowel 8 11min_ , , •• 5 cont. lower mat of deck reint ·•· . • ,., :::::: _, (\J Const ' Joint Gutter grade i--;--....:::.4 5 X 3!9"~ 9 I . I : , I J / A ,,_\ ' " ,.. 'C--:'.:i I I TYPE 9A RAILING ' With Bridge Approach Guard Roiling TYPE 9 Cone, _. 1.05 cu. ft per lineal foot. Reinforcing: 8. 7 lbs. per lineal foot. TYPE 9A Cone_.-1.05 cu. ft. per lineal foot. Reinf: 10. 5 lbs. per lineal foot. ; A. B. C. 0 . E. F. G. H. ' . 'I ! :i / Tubing! shci/1 be bent to fit horizontal curve when radius is less than 950 . Post~ shall be normal to railing. Curbiond roil joints shall be located at all deck joints. Joint size to match actual ,iw(dth of deck opening. Sleeve in ra11/ joint to be lengthened as required. Open intermediate curb and rail joints shall be, located at f piers, abutments or bents and at uniform spacing ( 40-011 max.} Dimensions will vary with cross slope. Constr:uct 3" deep x 12" wide overflow scupper 2': above deck at low points in graqe_ Walls ore to be backftlled before railing is placed. Cleal-once lo reinforcing steel in curb and roiling to be I". Longitudinal reinfoi:cement to stop all joints. J. K. L_ High strength rods threaded both ends with 2 nuts and washers (of/ golv.) may be subst,futed for high strength anchor bolts. Torque rail to post nuts to 175 ft. lbs. Tubing shall be continuous over not less than 2 intermediate posts, with a minimum length of 2 panels, except as noted. M All exposed corners shall be ground smooth. - N. Galvanize rail assembly after fabrication. 0. Locate pull box near mid-point between posts, but not in ·same panel . as deck joints or electroliers P. Reinforcement ls shown for Type 9 pull box. If lype 9A pull box is to be used refer to "Type 9A Pull Box" sheet. ' ' - t 11 . ' I I ,, I ' 114_:] 3 ·~ ., - I" - --.:::--.... .. ~- I •, I I I I I I I I I .. . i . · I L__ ----·~~--_, _ __J - ... 4 [:::j, -,,,--*4b j "4;:;i / 3:4 •• 11/4" x 10" pipe sleeve I~ 'I I 'II-'°--!J. I 11--~ -"' ~ /:1 Rail cop .. _,, '\ O') ' t\j ,_ __ -·-----\---, --...... C .. PLAN S? ~ N4n ~~-41) ELEVAr!ON ''----End of wingwall SECTION 8-B METAL BEAM GUARD RAIL ANCHORAGE Nole : For Met.al Beam Guard Roll connection details see Road Plans. 9/67 STATE 011'" CAL11"01tNIA TRAIIISPORTATION AGENCY DllP'ARTMIE'NT OP' i-u ■LIC WolliK9 01VISION OF' HIGHWAtYS xs. 9-84 CHINQUAPIN AVENlJE OVERCROSSING BARRIER RAILING .TYPE 9 lo, i j ' • j 'I ! '·' C\1J .. -----------------------~~-------------------------.,--------------------------~~--------------------.. ::_1_o_G_[_s_, ___ G,_'7_L.;..~:'~1~;;.[.4-~e,!!l'.11!'4-~~~;:A __ w_1N •. G-.-,z ... ,,~----:-ii,·,,.~_ .... _,_/ ... ·lii1_ .. '-,~0f'-I~ ""7"-----:--:------:; •• ,---;r---_;,_------,-------'--..L--------------------------'---------------------'-----------'------'-'~....::~-----------,---~--o;·_-_d...;.'f"'_""_....,_""!l_ ... ....;•li•_~_ls;o_n_d--~~~~~~--'-__r_l-q ~l%u· :____ •• __l,_.IS_'°"--'"•Lr•• _ _L_L__l---,-c..L ______ _., l:i !:i :1 i . ' . ( ' I ' fr : ,1 .:! • :1 " •' ' ii I ~ ,•, • I . £;\ . . E.C-::, ~ ~B;C. • ..,-.\ ,~ I : 1 R= 230' h) ,· .. ,,.-Hinge point line I -----~~•o~-J-.•~-• , ,. ' -· ~ :'---Frontlace of L =·· 38-6 • · ~ : bridge rail line * T= 38.35~ ~ •• . n l 38~6" 48~6" 58-611 78~6· DIST, COUNlT ROUTI: "OST JIIIILES-TOTAI. PIOJitCT 11 SD 5 ◄ Direction of. traffic ... -zsc. R Pavement edge ' Front face of bridge roil line Voriablf! offset, when more than 10 use. Typ§ 3 Flore. ,. For offset see General Pion. o•TE """°"'" ~IPTEN\6El2.. l , \9', 1 ,fr;ec&&r/ ~. /'5 (Pb F . ii' ' TYPE I FLARE *r w *R . 38.35' 3' 230' i 48.28' 4' 280' 58.22' 5' 330' 78.20' 6' 500' E.C. I . '-Pavement edge TYPE /' FLARE ,. I • / \ 98.08' 8' 600' 98-6 ! . ~BA. G.Railing .. . ' .. ! l 48~6" 59!5" 68!.6" 78'..6" 88!6" 98!5" f! l f .I 1: )I -\i 11 ;d Full shoulder width on bridge . ~C-~ w Shoulder edge~ J.. __ · \ Clearance marker (typ.) *fr . ,o~o" -· _ _ _ _ _ _ _ __ _ __ ,,.--flont face of bricfge roll line_ . __ .. . Paveinent edg~ 7 L = lehqth along front !free of approach roil ' : * T = tdn ent /en th TYPE I lkLAR£ i ' ' ' . Reduced shoulder width on bridge ( right ot left) ' B.C. ' 'I ! : i ·! · · ◄··Direction of traffic Front fa.ce. of c A:Jvement edge --.....c:::,o.l>"a _ -. _!!r 1dqe_:01I ltne ·:::-,.._ _ _ _ _ _ . .:le/-. . , ,.. ,,..0// . Pavement ·edge TYPE 2 FLARE Direction! of traffic ► • Approach rail in median R I Pavement edge ---------,----- A-ontface of bridge roil line Front face of bridge rail line Begin flare ot end of wingwo/1 or as shQwn Pove,ment edge Direction of tr1t1f fie ► PLAN on General Pion.· TYPE 4 FLARE Approach roil in median ,, ! i L R (modified) w T ( modified J FLARE LAYOUT ON CURVED ROADWAY Note .-. W Is radio/ to front face of bridqe roil line • ': \ I i I ) ELEVATION APPROACH GUARD RAILING AT CABLE BARRIER' Front face of bridge roil line t 11 B. A. G.Ra1linq PLAN ELEVATION ·. APPROACH GUARD RAILING AT METAL BEAM BARRIER> . Notes : , A. Tubing sholl'be shop bent or fabricated to fit horizontal curves of less than '95O'roditis. 8. Posts shall be vertical and spaced ot IO'-O" c.c. max. C. Top of rail elevations to be determined by the Engineer unless shown on the plans. D. Torque rail to post nuts to /75 ft. lbs. E. No more than one lube splice per panel is permitted. F. All exppsed edges shall be ground smooth.· G. Galvanize roil assembly ofter fabrication. H. For details not shown see "Barrier Railing II sheet, J. Front face of bridge roil line is parallel or concentric to pqvement edge . K. Dimensions marked * ore valid for tangent roadway oligment only. Modify lor curved roadway. L. R for Type 3 8 4 Flore must be colcu/ated for each offset. 9/67 9TAT~ OP' CALI_.O"NIA TRANSPORTATION AGENCY 01:~,UtTJri,ll[NT o,-~u.•uc WORKS Oi'VISION Of' NtGH\VAVS XS-9-87' ,,·,,: . f,~ ' f i :, F°~';:"_1/ L .. 1d 6' . Dire::O"::'::o;/;/~dge roil tine ~.___,.C-:-H_I N--,-Q ..... U_A_P_I_N_/\,_'N_E_N_U_E.___,.-'--O_V_E_R_C_R__;__O_S..,.S_I N-'-:..,_G--,-~ ii i f :i 11 rvor 7 e.-iA· or BRIDGE APPROACH GUARD RAILING TYPE 8 .-[} i '! ,., , re. ...,, r L. rr C. LAYOUT Ji,~ .. :: i\ Approach roil /n median --B-RIO<;-,-E--'--5-7 ___ <.a_'l_Z.._,...POST ____ 4-... o-=.:c4....:.....,;a.O...;:::R'--'._w=-,N..a.G-------,-.+,· ,.,.,.,~ ... IIT--r-'-=or--"'1 {:r . , \t'!,. L--------11!''-.i: _._ ________ _. ____ .,._11,111111111 _______________________ .,. _________________________ ~~---------------------Aii".io. _____ _,~"'iii'L~E-~·~~N~o111. illlllll'711111110.,.7111J.. _ _.._-,_'j __ iio.,.•l•''~· ~.I I\· ~ ~~ I V\/ CU oi .. ,,a<lpr1Mhot,o_..,...-,.,daNI ---· · '• I , •• I " ' ' End of winqwal/ . 4 11 6 11 3 11 l;ubel ... ~ ~ :]~½=1i' cir. · Cap end of lube -'1+~-+j_-~---c-~ -1---2 -J-4 11 v x /-o" bo Its · with hex nu f and -,--,...c........;~--'i,,--------'--+-. washer ( qalv.) DETAIL B DETAIL E No Scale II 8 I" "" 1--•· -~l/"'/06 x I-Y/5 slotted , , holes ~:::i::,-,-::~11r--;;--2 II X 3/4" .I( 91/411 I 2 7,,; II I '1''8 I Rolled bars ¾"¢ x/Ou bolts with hex nuts 8 washers (galv.)~ 5/s'''!x/0"bolt w,th hex nut 8 2washers (golv) I = 1/! .. 8"; holes ~II VIEW. H-H '\···~~ '--Place on thin /ayer of qrout. • • ., • l i_ ' -3. N4 !·~1· \_,.: Concrete en~b/ock • • (Single rall1ng) I . ' O(ST COUNTY ROUTE·. ;I-POST MilLE~TO-TAL .PROJECT.I SHEU' TQT~~ "' t.HH'l'I I I SD 5 :J ,, /. ~ I ;. $ :,1 #X...i' :¢ .a , ?'4 ' ' :,' i ,., I ' ;; !ilyp. J • End of wingwall or as 11 · !: 1 SECTION: N-N.· Approach rat/ curb to be ·vsed when there is no approach \ i _..., / ,, ;j , :: , 1 ,, i: wtfh chain link ~t:=::;:=:;::=:=::_::::==:=--H-------------ji_JiLJ, // fence. ( Type 4) SECTION B-B 0 0 0 0 sidewalk or approach curb:-\---- , I ' r-i. ! 11 !t -~-i ·-~---·---t.-./ ----'-·---/ti,➔-------! -:; if Pay lt.·mit ~. F1:ont fC?~e of ~1dewalk_ or approach qurb7 / !.i i, . PLAN ii :: 20 tronsItIon to meet br1dqe sidewalk,-.-~~ : ·· , 1 :i · · 1 • Pay limtf bridge approaah , 1 Pay limit Typell(/2) 10~0" end pane.I (.t.yp.) 1!6 "t ;.·. ,, ' .... ,,.. d ,.,, 1--r. Bf.• ). : "IA yp. • 10!0• panel(typ.) • 11.7,uor rra1 tng ,ype . fJ/P~, f Detail "E "----.cJ Seal we/d(typ) 3,1]11 X31/z' X 4 11 Beqin end pa. ne.l.curve. ,'' ... 1 1 . ;,,r.•··1< <. Tube Sp/1,·ce °'.,· >eta/I ,, ! •· · · • • · · . . R~ 5-)0 ~,, k=iFir====~ 1 , \ ¼ fi!. $ea~! 1,feld 4 sides and qrind smooth · 1 •·• 1: I ,, j: ', I I BRIDGE APPROACH: GUARD RAILING TYPE; 8 Fron/ face of sidewalk or opp,;oach curb. 20 'transition to meet bridge sidewalk. ' I ! ELEVATION I \ ' ''' \ •• .'\' ,,, ii Atfqtcb elevation 11 ,:< ' . !' !j If. washer 1 __l { f_~ . hD~~b,~S.~e,g_a/v__.~w~e'!Jld~ r-. ·.-1 31/i' ; 5!' • 31/411 . ' . rar Slve -~1 --1 1---. . .. :; _ll i I j\' Match elevation:• ' 0 2 0 i. , . { connection details see 3/a" I( 4 ";( ?!/i' 0~(!",,'lype .. /./ (/2):., I 1 .,,--For tube to post fl washer · Type IO · · "Barrier Rat!Detalls" I -1 1 ·~, 1 -~..-" sheet. 7J'e' " hole '-' ' .., I .... I '. VIEW 1-l i ~ , "-I '1 ~~I +-,--L._ " n C\J: "' \ • '1 . ,.._____.. II I or adjust to provide smooth ra1!inq profile I I . I , . I I ! · I L_ ---------------..J I . Note : See Type 8 1 for details not shown. ' I I I I ' ' ' ' ' I I I ' I ' I I I I I ; I I . I ' ' 1\/ ... \ ·"''i '{/ ~- EL E VAT/ ONi : ~ CONNEC/T 1TO TYPE /0 I I I, 1: I I ,, ELEVATION RAIL POSTOETAILS __g_ 116 : 5~ "....._ i 1 ......... '"--:: End of wingwa/1 or as .. shown on General Plan.--'- ' " ' ¾"¢x3¼,."bo/t with 2~u. 2-Pe'' hex nut 8 2 washers T; f ~=~~~d~--~!~-=-=-:=1,op o roiling tube, -r;---7 .;;;;; -(=-:=.·:;;;;,_J_ --rC,•-:, ct-ELEVAT!dN hJ'' x 4 "slotted hole in tu be -bottom side onlly ... ~-.. ·-..._ VIEW L-L SECTION M-M · ·. SLEEVE-PLAN VIEW TUBE SPLICE DETAILS Match height of curb on bridge ---- • ' l / F~~~,\-,~·~,/\_=,.-<, ·~~ "-'-~'----'-''-~ Holes in 11°'mber post to be ~ I.;· 1 same diameter as bolt ......._ 8 11 8 11 4 1 6" h --·-· • -x x • roug treated O.F. Post. SECTION A-A · 3M"· -~ , II 'i'"'r -1-0 rRo:Jinq f ' END BLOCK -TYPE 3 or 4 FLARE Note.-See !~ ~ I ,, \I I ,), ~\ I I I l-------__ ..J Type 8 for details not shown. ii : I; i I ' I ' I ' ' r : ,: I D:+71 Pay limit Type 9 ··• .... Guard Ro1!inq Type 8. ii \ ii• , /1\ el 1··, ,(\• ,1 ELEVA TIOIV i 1f {: CONNECT 1 1 TO TYPE 9 9/67: STATe:·o,:-CAUF°ORNIA:; JI, : ,,:, i ... ~RANSPORTATION· AGENC'ii ·-. DEPARTMENT 01-PU8L1c w6RKs , · 1; II 01\IISION O'F HIUHWAYS;, ;; ' " XS-9-83 CHINQUAPIN AVENUE 0\V[RCROSSING . " :· f BRIDGE APPROACH GUARDiRAILING TYPE 8 . . (DETAILS.)). ·. ,. 11 /. :~ ·' < "· .,. No Scale \ \ BRIDGE POST DRAWING : : ""'" OF, ·' (\V\ .. -----------------------------r-.... --~.7,'.--0--,. .... ------------------,---------------------------~w·· '"'0------------------.... -J~Nio-:._;s~'"·~' -~Co~1~2-;...~M:1LiE~4~2,~.~4w~Nio,:, ]s:·i1~0i1.~j:.~....-;·i.J.u~' ...c:qi:IC1 [1 J,' !" j: ; REV·l5!0N 0ATE5' ,· Oi$:r'egcfd prinh beoririg.le<arlier revi!i-ioii ddw1.' ~_;_..;,_.; Cu I · , . !i I 1 · ' ' ': ,, I . 1••,' • • I .. I' .t ~· i I ~ 'J • (" " 1 R,,,,,;;,8,i,-'totals ,, ~;f r..1 ' ~. •· UGI\ t1~L1::.' lu.,c,~) ~ftt 'll"1A.1Lf u'\, U\4 "' ') 11 • 11Afil~S .f.J8·. ,_. ~lltO Jll\~ t~ 1,111 r.1, · UJ "' I', 2-'?i X 6 1-011 tot. 4 Note. (6) ,,__'=-'-"t-'"3-~, tot. 6 '--Note (6) TYPICAL DETAIL UI - 2.:..4s, lot. 4 ' ' ' Note (6) . 4-'"1lx9' tot. # . 2-8, tot. 4 4-1/x9'-o;' tot. 8 -... ---1.-->----,,__.,_m_in. .,_ Note (6) NEAR COLUMN DETAIL U2 # 2-6,' tot. 4 ,. ;Ill,: I II 2-5x 6-0 tot. 2 BENT CAP Note (6) #. 6' .H 2 2-5x -0 tot .. Note (6) TYPICAL DETAIL U3 Note (6) Note (7) #_ •·I .. •· II 2-'4 x6 -O tot. 4 # I fl 2-5x5-0 lot. 4 RIGID FRAME DETAIL U5 CANTILE'1£R TYPE DETAIL U6 • ABUTMENT BACKWALL ' i ' Note (7) 2-lt;,.x6'-0" tot.4 RIGID FRAME CANTILEVER TYPE END DETAIL U7 INTERMEDIATE DETAIL UB DIAPHRAGMS Note(6) -END TYPICAL DETAIL Ul2 BENT CAP INTERMEDIATE j \ i .: ' ' ' i : I •·----.,...---.... ------·--"--_,:,. -·...:..·:....::..1,·- ! __,__.,.__ ____ --,.J.....,_._'"'-m i 11, '-./, WEAR COLUMN •DETAIL U4 I , . '1: \ '----. ."-,~. ··-'··i ' •• I Note (6) ' DIST COUNTY I I 5D " #a 2-8,. tot. 4 ROUTE POST MILES lOTAl. PROJECT 5 .\ ' ' ,, ' ··: .,, -===+-· 2~t.: tot. 4 : ' I ,,, : _._-----JL...---'--...,._---'-~·· 'f /n. I . , ; ' ' ::' ,,.:i . No.te (7)·~--- : I.; •i·,·' " ' >NE'AR COLUMN '·, ' ' 'AT COLUMN•· • i, ·••· DETAIL Ul3 ,, D£'TAIL Ul4 ;, ' ': ,, ,;:. ', . ' ',: NOTE'S ·· (Ir Filf exbct location and direction of openings see 0th.er sheets: . · · ·· . · ·. · . r2i LOc'ation ~nd size of utility openings rnay be modified as diretied by the Enginee.r, •·•·· •prbvided minimum dimensions (Ire maintoined. • · '(3) Girders not shown, see other sheets. (4) .·. S,eal around utilities at abutments to be of sufficient strength fo withstan__d earth pressure. (5) All reinforcement detailed to be placed in addition fo reinforcement shown on other sheets. (6) S,titr11ps ore same.size as adjacent stirrups shown on other sheets. · l7) Afoin r;einforcement to cleor opening os d€tQiled on .. other sheets. i ' ' 12/66 STATEOF"CALlF'~IA HIGHWAY TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS XS 16-49 CH INQUAPIN AVENUE 0\JERCROSSING ; i ·\ 1 DETAIL U/5 DETAIL U/6 DETAIL U/7 DETAIL IJ/8 --. UTILITIES. DETAIL NO. I . •.•·. ~ ~ '-----------=A=B:;;U~T.=M.;;;;;:~:;N::',,=T::.:· :B;;:;A;::C='I(=· ::W.:::4::' =L=l=----------"""!"'-----..,;;;D;;l;;A;;P;:;;;;Hi;;'R.;;;;;~;;G;:M.;:'S;::. _______________ ... ______________ .i.,..,.._, ___ ...JLB.;R~:i~ .. E .~<~~1~· -~(;,:_:i!.;-z..;...~::~~i ~4;'o;·.;;4,,~,' ~D-RA::6~.NG~S~· -~7 (j~; 7~,.r;' ~-~, ~I ~s;E~~~T wi°.1; .. . A.EVISION·'DATES ( PRELIMINARY STAGE ONLY ,.,, '";, ' w.o. Disreocird p;rints beOring 1-0,rhet re~is!~:m dotes ____ ___;_,.. 500-4-:S-8 1100. ~. '4123. STAT!! f>jtll'ITl"IG O!'"l'"ICI • • ,-. " 0 ~ z " I, >-;: "' i· ID " u . i 0 "' " ' " C :i: "' u ~ \ ·£' ~ " • E ·• 0 0 " .. , 0 l:. ~ < z I-0 z 1-w hl ~ 'I) I->-0::: ct!l <( g a.. 0 w w 0 (!) (!) w :z (.9 c:: 0 w -w 0::: z III (!) z w l\0 J (I\ ..J <( Lt w I- <( ::0 :c I-pc <( w I,. 0 0 z w IB ...J 0 w " ., "' -' "' " w >-., ::; 0 "-0 " 0 .:: < u ii: ;;; "" < ~ u ~ < • ~ < iS - l • • ' i ,, . ' ~ ; • 1 ' • " " • • • ~· NOTE: Classification of earth mate- rial as shown on this sheet is based upon field inspection and is not to be .construed to imply mecha_nical analysis. #," II 8M 0 Cl-IC .std. "o• I 11ne 70 GO 50 40 30 20 /0 0 BEf..JCl-l MARk. elev. 4Z.3Z d,.sc ;;1 Z '.r z' ccnc sltJi> 01? Jfq, 159,-53_ 95 ~ "" ~ ~ ~ ~ i-~ "' ~ ~ "C) [ <() ~ ~ t ~ z -~ ~ l"j ?;;; ! . " ~ ' '-I & ~ { ' ~ { Sb J. !3-l 55!. 8-2 ' •< 9 6 I 9 "'%1 /J ;l4 J.!5 8-30-~!, 200 1'0 'so%"' '5-30-~~ ' ,_ IM ""' 9 8-1 (j) 9 i.1qhf brown, sl117hfl1J s1lf111 yen; fine fo mtd!vm sond ~ ~ 0\ * vi -;._; " "") 80 /.4 ,-. Cr:,mpad to 11"1'1/ dmx, ql'alj m1coeau:;, //erJ/ /.'me lo line :50nd wdh occos1011al thm sfrmqer:; of r::;;;a;;::;i 112/tow, medium fo COcJrse x,nd 49 u) w I-er PROPOSED 8-4 0 JO Jco/.i • w 2 _j Approx. ex1shnq qround ltne a/onq Prop. Ch1nq1H1p1n Ave PRO~ILE /!er!. /1~ 10' Honz. !'• 20' CHINQUAPIN N 359 534 -475 II Chore;e 11208 9 /I ' ' 1AVE'NUE I , ! ; ! I' ' 'I I. ' ; i 12 (j) 8-3 Disregord prlhts. bearing earlier m,1mbet:!: ' i IZ l"l!:D. ROA.D DIV. NO. 7 STATE CALIF. 01ST. COUNTY // JD F". A .. PFI.OJECT NO. &ME!;T NO. . TOTAL SHKKTS SHEI.T TOTAi. NO, SHEE:n: PLAN Scale 70 ,. 60 50 40 30 20 JO 0 CHINQUAPIN STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS ~---" ;, "i ':, .-,;;;;;;--..,,.,~-:·· ~"·;;:;::;,;;-·-·-:, -' .:,:~<~·; ,; \,}t", :·; --·--.-~-~-.~ '" ....--, \ \ I_\ I . ---· ,., ... , ... , ... -·--··••,•··,· ,,, ., .. ;., .. ,..,.,; AVENUE OVERCROSS!N<?, LOG OF TEST BORINGS $CALE ,4;i Noled FIL~ DRAWING ,5"7t7Z-7 PREL. DRAWING No. PR- l\ I ......L • 1.).>,,.1m t. l~f' ·· ~0-0 0 ,-~",, ....... ,,. ••• ,w~M-•~ ~-----•--~·~'"''"~• t~;., ;:, i' ,·'id .. ',f,11 ,. "• I 1/LJ C - ,. I. ,,n· ' "· I I·,,,·, '" r..-,.)fi,19 l:r /1,~ ~1'•~h (r¢ IJ4 r,-,r..,, .. ,.J 1.1,n-) T \'r'~ p.~4 N"IO , .. !:?L. AN. $1· r,I.,.. I . • 1/0' i'ic •ii, IHI r,f,i,f, tl~f ''·" u' ti of '' ~, .JrffroM 011 ro,o or ~rt,,11,r,9 'Noll. r,ed 10 ( /,fOtlu"'M' al H4 1 nss ('OT ·o• '"" ~ltf ~0.11 11111·11,),11" ,!Ali 1\~ (,jj.lfl,lll/tlA IHIH'N UIII I~ \11011~ ., 1,11,~u,·11 \I;/) ,1no t)IH) ., '" " "'l(ot(, \I "'' '" l,fll -~ •• "' 1,11·~ • ' 1·u111 I w·,ti•~ P ~11t 11 M ~(,) Ir I 1,11 I'• "" '-,t{, I I I I ,, ~c.:111., " '•./,11 i''111,1 '" '" (•(l I I I I '' ' , .. ' ,;-::::~~ \l Ii Ml 700 ,, ·1(/(j' " "' I I Ir AHIIOIIINUC _...ftl(I 11111111 .... UHVAIIOI (OIi[ .,,. . .,,. ..... ,, --1··--CL~U A• coi.i•uc • DIS W Hllll'DtlOI-UC I.~-• \ ) 01 __ , I~,;,~••· ~--·'""'•" ",i,;t,,'.:', A~~,ti:·11 r,;·~t1 , 11',i/i,.,, • Ty,-M J' '-./Typ, '/ N11n J.J 1(> ') '-.. ' !;·. ~ . l''dinl Br. No I v.~,. i, fl',,;,71 J,lf'f~•JQlf $tr,~rt-(),C. i!Jr Ne, d Y,11'1:,~• lrH/1(al.i1· p~m-1-of' mm,m·~m ..,.~•1··t;ct1I a1•~r,1,·1,·.:1 ru M,,.,11 .. ;111,;i t..-~l1eN,i ,1,,·,rc,,.1i:::tt ,::Jv~r tM1".il,,1v r~ac/1.,•,IJI UI IINll'h Nlf!'H Ill "fu'i,..NI <f1"fl((f ,, .rAtrf lr,\'tLWJtl,ltt )!HO·!t e:n:e :NIINUtTS " " IOO " " " " "' " ~T'-· ... ' '"ibp ~I tu/ I " .. "' " " " " " .. "'' '" ,,, ·.11 .. • .•. :P. ;__· ... ,·:, .. ~,'\.•~"''✓'{,) -1/,) .Jti!,,'£LIO_.e.1.ANL. ""''' '1,"f"r ~~dmf (I yp, .:)) Cf No . ' -. . .:~,,-~ .. (tf'l'.1 ... ,/if/11 Orr,ro,, ~-3 ,.,,eter:1 I J ., ., ,; I :, !) iO I/ /,I ,, ,., ',, ~Ltt:L-,,,,,., .-iU·.:Jl .,.,,_, ., _, ,,, !Jf·I ,~?II IJl/-.1/ 811~, ~~p·,1•,,,,.1 /"l~r, ,,.,•,.J ,,fl'.,,,;,.• l'i,J-t./~~ .•• ,,. .. _;,,I/Jr .-e,.,,.,,,;r,., ~,,,,.., ,~~1•-,I :.. ... , ,,.# t,JrJ,•r t .. J'°4>"' ~ N.; I (;1r~,H' /,,)..;,,, .. l,'i.11.: l'~ .:.,..,,,..(,-;-/t~mlJ;,,,:cw,,;-.,,,,,' f!'.,.,11~ :.~1r..'tr,--/i(',;n,·,l-h~.J'#'t'l~1·,~ ~ iloJ• ~,.,.,,,...,~.Jh Ow,·11 li',;n/lrJ'I 1.)"~•-J(t.,,JIOul) •"'1·,-✓;11 /!ppr,.•~-1, t~i.nrd Naihny T,,..,c,~ Jltf;t;huh) l.•.,,,-1.~, /(J,/,;;f ( '>'Pl 9.) llf;!-'"-·,, .. :,.';'f.,,I N,'J I l-1.'>-I "l rd'," tl,,n·,n,;~ r/1u.L.t:, t'a.,,e,,_y,;,t_ ~~'.,,;·,11"~ .• h, ·'""' ,d;1,·Jal1l/ p.1.,M,,;,,,, Hw1/1 t,w...,. 1 ,.1 R,~,,.~,-, W,1// ~fti(>IJ N~. I IJPA V1r,;,n• 0-IJ,/~ A/.) I t/l,td,;1 p,_;4d No, ;..·' ~-u· !?11i1.,,,, 1",.,r• II IJ,1,,,i,. lftlf,l,,,f P•f~d, l~r Tf'_.,.•~ 10110 "" u~1,u111H1A ,.....,.-,0 ,11A~•ll'Ollllf,UION ACIINCI~ a1•iMRw.111• 0ti jl,11♦1-10 w•1111• 1----------"''"""'"r'!W'! H!lt!)'A!I N, ~ W,,O,ll'l!N_,,, iU1t I I ~f\ -~ ~(\ Ml ,. " ~.'I '" "' 41p '" ,· ,,',\(! 1h, -til/1 ri,1(\ t,111') ., ., .-11 .. , I',,,/ ., /1,j "' ,,, "' • BU\LT PLANS As N ...Jl.: .. J2 ... '}__'].J..'.i!:L., C 1ract o .... on \eted ... -·-·------oate CorntpNo f/fJCIQ!::11~ Docurnen · EEt1,c; MLRKS e. /,.1 Ir.,:: .,.,,.,,,·; t, ~r / t..,tT :::~· it-' · .:/.: /mr ~M ,t44•-~~,J,>:, ,; . .,.( -~l''d er. ~.,€, ' ... ~ } . I U"~Aln'.W,HT m, P'IJ91.IC w(lll..:f • "'t~FrC,F"1LIII 400 " \,f,C~I' !Iii !jl ',> l'L,E,0,1'; li'"Ji;.~•; • ,,,l'.f'i<',1i r,,.. 1<;{) lUfNl 600 ' .. f.,r ;,,, I IJAIA ';;ti\1 f :,rJ ,Rs ,:Joo' i:i=-1,·l,121()1 I! 1., 3jS_ 3(ii' L• 590.t!0' ·•. •· /.! .Ji, I. J 11 ~5!! 0z 6"4,5et. 7Z4' j", !,O' " "'" -t(,;": '" •l!J (!iO ) I 0 0 ,, " SC Alt " ,0 t.1,1.~r "' " I'• 20 •• >o i", '" ., >QQ ., ,, " " I J. ---! :l: .. " Iii I ' ' I .r ; ( 'i ,I ' i & !if /4~_'}9,()t r'C,Ti ... /e/ffJ,-.sq_t] z4.7,.C)t5,4.5 P07' 0 l.1/lt! IV J~ ?, t'!I~. I.J:) 5 6"6'4,"if!3, 0'5J •"l"I\~ "C>f, l:lALl,OJIINIA 'tftAN.li(.)IHAfhJN Ati;ll:.NC.'f Oil"n1tr1ou:l'fl' o" ,.u•LU:: WOn111e ._ _________ _, • .,_,,,,,e,e,o"' o, MilJ~~·---------1 JEFFERSON STl,EET WO cu I llt:iu;aY ~Y.R'l'JFT 'JIHA'I' TIil!> IS A tRur; A~!) ~C:GUro.'h:: COI'V ~w Tl\~'. ~l\C>'rn i-..oi:,n~::~'T' '!'.1.10:11' UllDER "l't DH!EC'f>'.tON AN(! C:ON'I'flClft,orr f1/f!; OA'.l't [rl ~ACH.,\r'!i:N1'0, C~LIP'('H,',"'{A l'LJH,'it'4,\"1' 1'0 AUT'.H9 lZATlOtl l:IY 'I'll~ DIRE.C't"Q~ I p Nl!\i,llt ~)\\1,5, i . • + j D,rrr. ·1~,~il ' . ·', ,l/ SI~NATUlH~ lJ,:.:.l ' . !,·\)~-. T'I'l'LF:.~~-:.·' '.I ., flU.r• I. ,1.H: OI' l;,I.L\ft.ltNl,I, -t,[1'1111TlLil[Nl QI' ,VtiLI!; W,Of!M., -l!IIC/l!JrlLt,I ,oo '° 20() '" ,, ,. .. ., ,,, >o "' " ., .~ ~(\ 4,! I M1i:f1m,u,1 ~i ,1 re :,1 1--.1.,,,111111,,1. il\P;l-11111:,1-j! " ►'O,L!lll, L#j-.i!lt-i .. -.-~~\ '•"' "' .'DD .i:;,} " '° " "' .. ;·u ,-;, (u' " ,,, • I I OVERCROSSING 5,.;i1,.f ',er, :,.,'\"• ,,, 'I;· ,, ·!.' '·' ,. J 1.7 /1·4 ' l . ,_ -l._,;•-•.,J·-~--.... , "' .. ' '' PLAN j~ql¢: {t·-,:,o· I I ' ,, I ~ Ii I \)~ , I .. ----' -----"'-' ·r -. ·/:] --= _.J....______._., - I (\J, I I I ''\. I qi I -, (?,,-- 0:1 J? ; / ' [J ·" I : ~ ff" 10•~ 1!/ Ett1ifcNn~r1"t: "'' 0:) 'I b~&rinJ pQd5 -nif 16 I GJ &Ab1..d·. 4 I I I/ --4"K~y i -~,I /§ ~.?5.09 t---8 _/- Lt-/ r.1~/,'~,..$,:;,n 5/-r'daf-' -r-,/ ., _,, --li5o~s.e J7 c CJ □ 8 I I I 1r..fiii'l<.l~p O,td' , bollom ~ti¢t/2 wa,r.r __ _.., , "°461/t! fpp pm/ bCJllo'Ff,l ..:.·kl-/J ntP,YS -·-·· -· CJ I CORNE:8 __ 8_1;JNF ORCE MEN T DETAIL__ a □ . I I _ ... ' \ I -3 . . ... ' ' '.'le)" I ,;;, ' I ~ I~ .. ,1\.1 I -·-v ' " $,c.,;.,. ~-·I'<>" l?WLOL ,_) Al)vl r~1nl! ~ ···•c;,;/j~,. r~1nl': SECTION C-C Sc4/~.·:i{·1:o" SECTI.ON D-D Scol<": 1;"·t'O' · ;:. 2 J ,,.1,1c· r{[_J_ __ W:JJQY/t,,L,l,_ J: l,,~Yf,TIQN .... A BUT ME N-,l3_WJNQ't,'f,~ ___ E.L..E.1'AilQlL 'i, : 't/Qf~' O,:rl-~lh ,'%?ltn/ ·"U,t:}'1,..~-,.1~ d,:,~l.;r 0,'17' ,'..~~!¢> ft-,,, I :a :t' t: .<l~nd' ~~t'd'..-s/.:,,1!.1 ,,..,,~~ ~.urt> o,n /f',-91?~ .:.1d&1 ,m,}-. .5c<:7ld ~ •1-0 N9fa: Ft~-/-aln,"nf w,ql/s ,:;,' A.bv!mdn-!s fo Pd p/~¢~d Ji't:I i?ay.! 17j/,1. ~:t=fu;, Jf'r1A-h,f ft1l~~;v~rli' ;:-._,,,. .st1,-,dr.sr,,..w~rNrd ""4,lffllll[#T o,' Pi.rl3'Llt: IIP()fld -lll'IC"°'JLM 400 \Ki0 SCAlf , ' 0 " "' ,oo " ,. $lAj,.( ,,1·1'~,,i"/'a,.,stl 8c1rr.,~r If~,/ .s;l,"i!t'~,$. R~1n-!t:1rcin,;, ~17t:>W!1 ,.j ,,, do;,~,~ ti::, ty,1t11~t:1/ ¢:urb r111nk,,,-~d,rl<l-n* ' '' .. "' .. " .. "" WO cu '"" • ,. N --"''"'-' l·f 1:._;;:: ~ ~ 1'!:."I? /:1~l..v!r!!'n ,;,r.l.~·• ··P,-;;ui: ;,,r.1ri.1111, , . .,-"'4 ·-1 'r_, ,!I'. I 6 -·· a, St-CTION A-A S,=:-"71&:®"•1 1,::," r1J· ,:".l(PJ't1t"~o' rbly.:tlyr~/'1~ IIIIDlil DEPAlffllllff 8 DESIGN SECTION --- rp 9,rd'~"'f,-•J.) 3d,;ktlll .~;,fl// o,._-.t:'/~ci:rd ,.,.. /l}'f,;, -':!~ r914i'-w~,;r.10/'",1~ I~ h ~. ,;,i'11 t;,~tJ..-V'-•~·.1-7 ~Jt,41f.,-n.,.,,.,/-s .sh,;,// t,.:- ·~ ~~~~_;~ LT~ .. ~ ' . '; ',__ ~ y ~:. IJJJ/-- ' ; -~,. -~J.!ilit--- _____ ... -k1.:.ii'__ No 11.S eLi1Lr C/·/At\~fs ffl\Ti! Qt' (;ALlf"IOIIIMIA '1111Allllr.~11,'f'11).-,i ,._~ Dlll'A'"1!1DrT OIi ll"UM.JC ~ l;11v, .. 1Qi,, QII' HNI-A ff JEFrTRSON STPE:E_T OVERC"C,;-1·,..., ABUTMENT<, WOIIW,A-... Nll'tllrll, ,,, It~•~-~.; .... ! 1 l·C' 200 "' '!'~ ~;, .. .. .. .. ., • "' ~-•. , . ·' ' .. , I-~'.,;, ~ -'>"Aff '.,f-'.'-1.1f;..M11;, ~/., 1..tt·~"IIIINt c,1 l·<,,011~ ..-:.11!1~·¥1(,'h",i:ii,, 100 c:i:.,.1 ,,··, .1<"1IJ ::,Cl.LI ' .,, -~--.. ,. " uli,.t•!'IMllt~ tfp.,;,f._ .. ~ ,. ~<,,Iii.', -~-.i ...... ~ ·-• I ~00 1•0 0 "" '"' .i..,,) ,-... I',' " l'j \1"j "' 1 " , .. .. .. "' ., •• ., "' ., "' .. ,. ., ., ~, I 4.'; I I ' I I .. / / / i " . LF-3 " Lioe . 250 ?.. 5 0 • • l LI. ~ . ' Varfts y--:1>' --ii Clo.ss T Cont.re+t Piles C Dr:ve.n) l; ( 4? Tons B eo.r i ng ) -::--:--~------c~-':---------!1 I 5pec.if,'td tip Elev. -25 ii ts+imo.+e.d tip E.,ltv. -30 Abufmint 1 Datum Elev. -20. 0 ~ .,. ?.. 5 I Top of slope <O N z~• 4:' ' " )5 W • • 0 c<) • ....: lL 0 3 1 ,, ' " 40 -0 ' i I II ii £:ie.nt Z Be.nf o 'Z 5 2 ELEVATION ,, I • 20 I 01 3 " ' ) -1: X...,£ I . Vo. r i e. s ,, I I I I I I 11 A but me.nt 4 _j 0.: ~ ~ 0 0 0 ---::::::::::1 0..: ,S) ""' To So.n Dieoo .----l~---+-----------~ ~ 0 + 0 0 ,.D ..0 "" I'-' + -+-_j 0 "" 0 N ro \\ I/ , 0 "-J B.0. 251 + .3"). 7..7 Existin9 j 5-i-r-ucture\ '. 0,-0:.'II ". L ~-.ii. . l ~ -Z.32 o/c l.o .. b t od:u~lid. :n f it'.d ~o match 1:xt:.tin3 ·.:,tru~:urt., gro.dt uno\ i'..to.;.;, :.lo?~-· -r '¼ - I I . i I ' ;h l'I •;, ' ' APPROXIMATE QUANTITIES TEMPORARY TI IIIIBER RA I LI NG (PORTABLE) TEMPORARY RAIL.ING (TYPEJ) REMOVING PORT IONS Of IR I OGE Fl.RNISHING COl«:RETE PILING (CLASS 1) DRIVING CONCRETE PILES REFINISHING 8RIOGE DECK MISCELLANEOUS METAL (BRIDGE) CONTRAST TREATMENT BARRIER RAILING (TYPE 9) FINAL QUANT IT I ES STRUCTURE EXCAVATION (BRIDGE) STRUCTURE BACKFILL (BRIDGE) CLASS •A• CONCRETE. (BRIDGE) 1r: I • . I Ii I' 11 ,I l! J 11 i . ! 1:1 12 EA 476 LF LUMP SUM l,660 LI' 7) EA 718 Sf 20 L8S 920 SY 256 LF 245 CY 1.35 CY 985 CY J-{){)S-/(!24)47 01st, COUNTY 11 SD "0 " ti n e. 'i '' I " 59·0 ' T :PICAL SECTION I"= zo I ' 1;· . ~HTi rilg.l", ' ·J· ··:·. TlTl...E.. · l_Gener6l · Plan '2 •• fa1...1 n.clcd 1 o:n l?lci.n ·• <If . ' ' . I ?1 i 6bt:.l-tme.n1 · _Oe;1tn1:s 41•.:il'yplc.etl. ~eciron 5 Pe.c.;k Oe·cr-1~ 7 ~ i; : • ·; . : . · , , .& ___ ! _ ·1,. h )C.~ncrcie .. Pilt, Dc.-tads )o6ri-ier !<-.ct!L1ng .. (. Typ.:. -, ) 1.:'09 · .of 'Te:si" · eo·rri"igs ffOUTE POST MIL£S-lO'fAL PAWEQ $t1.Q.f 5 r ~ o" 0 Line N31'4'2'07"W 2 o I BAR REINFORCING STEEL (BRIDGE) --"-------,----:?.~5:-;z-1 -~~~~~-E-=--.-:e:i~. -'2::--?:-:?.. ~+-:4:;1r. 7:7:-.. ~c;;:i;--;;2>~--~--- 212,000 LBS r , I ,. _I _;., , 5-r','j'tclciccl ~lens. cla1ed. February, JJG8 · Fut-ur'<?' B. A-G. R. Type S Exisl-ing 5truc.furt PLAN· " " 2 0 For see ' I I Ro c, k SI op«: Protect I en Road · Plans To • _··f\q.2tf:>,2. _E.·xcctvo.11on·· t{._· bac.t<-fii \ (b-r,1dc.t~s 4: YVcill!) . I,•. -;., · lbJ:1 1-+oaf _ Temporary . F;o.1J1ngs: b.trt-' 40:1 15ctr'rier . Rei 1\ 1n9 De101ts . for, 1JpQ:-.i ~; 10, lL i··\7. • I ~ ' Los Angele.s CD Pain~ \\ euena Vista Creek loridg<!. .,, DI'. Nirii J fe.~r .• (D Remove txistin9 curb $ rail ( ft)$:'1~ . .!cptitJ 'F :ro1t· @ Ternporo.ry Railing ( Mefol loe.o.r,"/) ~J-91e 1! •· • G) Te.rnporary Ro.iling ( M~tol Eleam) 5fdgi{ ~: @ Temporary T:rriber Ro.iling · ( Portolr,te ) * Movi: :-aili'n9 u..std 1n 5tage 1. ~ lndica+ts Con+r-asf Trt?.atme.n+ THE CONTRACTOR Sil.ALL VERil'Y ALL DEPENDENT DIMENSIONS IN THE FIELD BEFORE ORDERING OR FABRICAT!NQ ANY MATERIAL. DESIGN 1)£TAIL.S LAYOUT QUANTrrlES 8 STATE OF CALIFORNIA HIGHWAY TRANSPORTATION AGENCY DE;.PA.RTMENT OF PUBLIC WORKS Dl'Vl:SION OF HIU.i,tWAYS , BUENA VISTA CREEK BRIDGE {WIDEN}.? ' . LOCATED APPROX. 1000' s, OF lHE c:rv LIMITS .. OF OCEAl4SIOE It. SAi\l D'I r-G0 COUrlT Y SPECIFICATIONS 0.· ii.·· .. •----------------------------,-------------------------------r----------------·-L1·v·E-LO·A·D·IN-G-H-S-2-0--4·4·A·N·D·A·L·TE-R-N-AT-JV-E--r,NC~~A9pp7=4•~'"·tt·•m.~-~ ... _,_._, ... ~~::: ____ .__._~--'i.-.~"-"'"',.i::..·~.-L1., ... ~.•;., •..• 'j.,'.",;.lll;■,•··.~:.iil· .. :.:.~D_G_E_5_7_-_2_7_7 __ 11::~:~ILST:E~·:5~0~.;2"'_;;~!~~~:RtA·_~W-~I.N:G:s~·~7.,....Z:~'~7~·--~/~.··;·~~,Jl~--=$H;E~ETJ'---'·~~~~~~~ I . 8 WO 039741 REVISfONDATES (PRELIMIN.RYSTAGEONLYl OiSt"e.-.crd prints bearing -$orlier re..,:r.iion dates ---,--"!i;._c-/ / GENERAL PLAN CU I I 2 08 • , -)';.J '1_ 250 + 35.00 POT 'LF-3"~ 80' Lt. 250+35.0O POT "0° \ N 368,053 .r£> 03 £ I, GG4, 019. SB 0 \ \ \ \ \165 ,+ \ To San Diego BM Jeff er sor. S-t :... t T on 10 · o/s 8/Y/ 507-1-00 CH::' .st·d 0/1 Li_ HK S -----~ ~____.__ ' 25.:) -----,......J,f-------+ ~---------·---· --.... - 250 Elev 59.38 £/ev, /8 /6 J'/c-fe· + Dtc't70Tf!:.5 spor e(evai-ioas @ Indicates ver-t,c::i/ r-,1/e ' . • 1·, P,_ P,i;ft!r son l J~· 0 -, C -----~--~ .,_ ""'-'-"--••--.__ ~ WO cu DI-ST COUJfrY , !I I $D I I ' I ' ! . To Los Anqeles I' -----------· . - ' . I ' I , BRIDGE PEPARTMEN:T ... DESIGN SECTION •:·.~. Se<ffOII ffi ! ./ / J f / ~ j i Supe,.,._/a_ ,ft,/, ,,;r· 1. .. ~ u,,- DPIGN D~AII.S GENERAL NOTES DESIGN: A.A,S.M.O, DATED 1965 wtTH~IONS AND A SUPPLEMENTED BY BRIDGE PLArANO DESIGNSu•N ""'UAL.. LIVE LOAOING: t4S20-¼ Al() ALTERNATI RE I NfORCEO CONCRETE: Fs = 20,000 P. N: l0 Fe = 1,200 P. ' ----,--.....-. ......,...._---- ' •• ~-".,...,_., I ' STATE 01' C:ALIFORN HIGHWAY TRANSPORTATIC DEPARTMENT OF PUBLIC VCY DIVISION 0~ HIGHWAY BUENA VISTA CREEK REVISIOH bATJtS l ; I lWIDEN) Disregard print~ bearing forlier revision dates r%LA~ I 1.?:;,..,I½/ J Etl"IINA~ ST.lGE ONLY, I I 1 ' ! , i I I . I i I I I I ... ~I I I I - • .. ' ' ~ I + -1-'t -.. __ J I ' ~ ,~ A. but. ! AL ..0 ' , .... \(> ~ -• tO u;, z;, ir-"'-1 Ii I ' 11 I I I ! . I I I 1-~ I ' I I . I I I ,,. ., I t....,-I I I I I I I I f '.. ' I ' I I I : I I I I I I ...i. ' _. _______ ,;_ ____ J __ ' _j A rn -0 -I {51 .. , ~ 0 '-9 1 ! ;·. 'i -i -I'-' 0 .0 -t- .. · .. '$.. 1 -,. ' IIA • ll ., u "1. ' jj i ~---' @ •. 'J (lli'.. F1'.Cf} Con~\ru ci _ion JOJn1 r.:':f:::j!:t.::=~ ·t91 ____.. ! • -I I • • • • -t.9 l , I' :r-\-..' \'f \'f L O I. ?>. i O -4 ,t -, -0-7---.-'ti-, -'-'------~-----1--'--~-'------J -~~"=-=~~· ._"-_. ~--'- : ~ • ➔'!l' ,e .. 'N t I. 14'-o'' T I 1--~·· --'-""'---"''-----'-"'1+Pr,c_:_· __ _,, 'fr P l L c ~ .") ~ V T l. ,A 'I' 0 V T r OR A b U 7 I L 1. 15 R , 0 Q e' • A btLT O.:!J"! .. E J, $ @ K? MO\' c t)(.l~T. Wll'i(H'/i'ILL, ,Ii flV1 CAP S. CV"-TA!N_ )'11'1\.l. 10 ~fDGc .OF ~LAEi, J LAN @)f-X.T;.T,Al5U1, CAP 4 tU/1.Tf'ltH Y'/.")1..L 1<.ElNF: 10..,KI:MA.lR. o/!S"' r;o•· '© l'O BE l>Li\CED ii_FT't.R 'ol>.C..KFILL IS C.O\Ji?LETEO. I _ ~ 1 -fJ I'.. l D U ,S. 'N I O E N !> cl O 'N Ii., .~TM.l L A.f:.. .. , t), CE FT_ Pl.) ,. " i •• O\'l' I'{ ----- I -_r ___ _ ...------,.....t.-*11 @ Top e.dg·,z of' d~ck.. C ---1 l 0 N r · 0' WO cu I I , ,;:" ' ' ' "' • ? ,' ' ' '' ?5 f:i or ·e_tl ' .. kErtc tr e 1:.Ts T. t: tr:, ' I ' :,I, ', .#-4 -:t·.o·t•~ -,-.._, • ' :; end cf' Win wall DIST. C:OUNr'r ,H ~o • 2.-¾'<t, x ,·,o•' bo\t-5 - 'N ,i-h hiz,:,, nut and wo5hQ:r. (qal'I'.) ROUTE: POST MU ... ~S--TOTAI. PROJECT S1<1!1f TOTAL No, SNll"O ,.. -f7.7 .3' /-;;".s--:-0 C,fl /,;!'/ :, ' /~&~ ■11,11;1QJ ENGl!'IPII' REGf$HREP C:IVII. ttlGINE-ER NC, IHI 04TUPPRO¥!P ~. /:}: /96J <t. fitcs 'I I I I I r\-L, ~'-''--' -,fl I 'o I ' 1o 5t.CTION N·N DE.TA.IL . ,' '' ' 'i ' BRIDGE DEPARTME!jT , 8 DESIGN !SECTION $YA.TE OF CALIFORNIA TRANSPORTATION AGENCY DEPAFl:TNE'fli'r'OF PUBLIC WOAt<S DIVISION OF HlGa-lWAYS Section Supervise, . BUENA VISTA CREEK BRIDGE (WIDEN) 10-~ 7 DETAILS \.[). "1 ABUTMENT POST Ml~i SO, '1. Oi,-re:gard prints bearing earlier revision date$ DETAlLS DRAWING . . J~ '.::;,. NO. S 7 2 7 ;;;, SHEET OF (PRELIMINARY ST,'G£ ONLY) , -··-·-·'··-··~-,. ' .,,, __ ,,_,___:..__......_ __ _ DIST. COUNTY ROUTE POST NILES,.......TOTAL PROJECT sn,itT 'J~AJ. ••• :IIIIEI.,. l. J .. 50 E, 4'7 ...? / .-;rs: o ,,;;_s-/4/ 2.0'-0 .• r • 0 ~ r_e_·~· •~0_. _~ --"--+-i--~~l.:.c:_7..::.:_l;._:_;·"'-o~·· H __ v+r.:_c..•·~i'"'r~---&:......_"'-"'-~"'-"'--~--'---'--___:.4.:.c:e,C:.C•_;;;•;;;::O:._;.;~-"--_;._---~} :3 ~'·; •··· ;;,,. .. ~ .,,_ Q . "" . ., '. -. ·o H I ,. I. •o" "! l r_ ,_ I 0 11 '!: , '<f '-{_: · .r.1.0:,-<,, \D I .,_ 2. o·-o•' ' -1 -• • I - l ,, 5-o _::)@16 \\._\}' ~4- -t11 (o()t, To+. 4 <:to&uci:-l?ou..c Z."-<o" 2'-<c" ,'6,~·moviz, .:.X<t&.trn-3 :,:,ur b r· 1 • ~... ~•-""o"'"'-' ---+.,._-""8'---'._o"'""'' ...... -r encl r~o.rlrn.g. rn I . . n ::i.J _____ :.__ _____ :....,_ ___ ..:.·~·=1=· · ~="=~--.;.....,----------""--------.--~i-:;... ___ ·__,,. _ _re_ __ -+ r ____ _ii L --1.'--.---,----l-'_.L.,..., -=;l=t=•:.....------'·""-----:........ · __ P--..,..,.r_o.,..f'_,_1e._T"G'"':,~--o ... c_Je_----.c.._..c·_:-~·---...:·=1==•1,:;"::...;..~-L...;_..L. J--. : ~ ~ ~ ~ -r-:· L...-J..-.c,-,ri~--,...,.,,,---...:.....cm. 1~, ,rr---~...__7':", ""'; or, .._...-......,.+,,.,,-------.~,-.l..-...J . ' I! " 11 .... • j . ;_· .., ... t .• t I I I I. I ' 7 e l;;' 7 e 5' -4/ ,. .-3~ • 11l \ I • ~1·• 4,H .•' ~Q,''. <') ~ .. : 1 .'1 '< ;j Ii I , 1 • d 1;,·i ,: I j ,.,__,:._ \ l '' \ \ \ J ', I \ l .....;:J ::Ii: Ii ' ' I 11 2.-7 5~ 2" -'25'. 10" -\-cmp. rci1 Lr.9 (l\:te ~ o. I io e °' m. 2 7. .. C.L 3/i,',·v, Not C . . Or1p Groove (T'-IP·J 3 l " I ·O C Tc.t. 2 IN51[)~ OUTSlbE Q G) @ &tmo'Yl, tl(.1Sltn9 curb 4-· r:a.1L,. txrs+rri.g ······ c.on<:..r~tc· ::.urfact to be clt~rrcd by abrcu:,iYc meorn~. tY.1s't1nq dric.,!:, 5urface .io bt rtfinishtd . g,cm3ve l" '! t:x.I~tu1g ;;-urfci-:.:i ·and re.pr'otce with· epoKy grout ,i:rs cirrec.,ied .by thi cn9;neer. Er,;t t-irn9 ·transyerst rtrnforcrng· to rcmcun o..ncl spl-Tccct to ot)'i. 1\ c m o 'f t ::, ""!. x ~ • t s t c., 't , o i'I ct t 1: n ct. s of c a. p & ( t. t p o s i t ;,i, 1 i ttn 9' c. a. p r £ i nf . ) lNS!tJE'. 'NIO€.N\Ni:; SE.CT\O'N TH R.IJ : ! '. ;• ' ' . •· I ·, • .· , -- OUTS! DE·. W (OE.NI N.G C t.O ~ u R E. p tnv i.i' I.tET:ArL ' ' • I : . b}( 4p·.•1H .. ··. :r ·:::z. . ! : ' ' ' . '. ,:1 1 ' ' ' z; .,c -~ii ® (j) buti wt1d r.tYY cap rc:nforc1n9 to ci:si,r'lg pr I at to placing d.ecl<i 5 t o,b ( (\ ':'::OTA:.. K~moy,:; G~ x ~~ S:>tciiqn of tY;-_IS1,ng ::;lt:lb f.x.t:,iino 1onoi1u.dincd ·he remo'ftd • tro.n:i'Y cr::ill: rein r orcing io re matn." ., Q a r @ f..tmovt p .. oriiori of ix.1 s11n9 sid.e't'Yali"-. a.t btnis .sO.ihQt ®@f(j)·can be don~ in Sia.gel rf rQ,l p051 :5 rerf'\OY e., cl For @ 1 pr-o·vrdt itrnporory ~uppori from cfctJaceni poo.i. \ ' I BRIDGE DEPARTMENT DESIGN SECTION Section Supervbor CESIGN DETAILS Bi' I ! 'i $> . ' ilOTE: .tb~Ci ~-1 L r fl-...cq. hn·9 Ct'f p e. '!2) ' T!Qi: TutAL DEFLECTION WILL li,sREAC!ll:D ABOUT FOl-'ll.. YEARS i.FTER F AI,Sf.WORK REMOV:A.L, , FOR VALUES .AT T ;;,:,: OF FALSEWORl< l1EMOVA',., , DIVIDE THOSE SHOWN BY 4. THE M,!OCNT OF CAMBFB ~,(-.CONSTRliCTIOJ<I WILL Bli: Df.T£R.1.IH'El'). m' 'tHE E!lGTNEn>. STATE OF CALIFORNIA TRANSPORTATION AGENCY DEPARTMENT OF PUBLIC WORKS DIVISION OF HlGHWAYS BUENA VISTA CREEK BRIDGE. CWI DEN) ( QUANTITI>:S ), rt~-~"';~: \'.,/ TY p LC AL s E CTTO N SKEET OF / 17 -----"-,-f--'-''"-+fi'--'ctp'4"'4""'=:.,:;:;;;""--"'--::::..S'-'11 BRIDGE POST DRAWING ... • 7.]-,4 q .. b7 kJ .. ----------------------..-----------------------------,.-------------------------.--------.1---..i.;~~~l ·.:.~~· ~~ .. ~Z:~·· ~ ... No •• _:s_.1_._-_~ .1.1 ......... M.IL.E _lj_Q_._z._· --N-O. __ s_7_z_. _ .......... 4 ... · ··Ill!', !■.i'-5111111111111111 WO (PAELIMINART ST,\GS ONLY) CU Olsr~11~rd p,ini. bearing .,,,lier revi,ion dales • • . . I i ·. • l! "2., J:, 0 l"I! / K~::E..=1.:r·rE', A7 -EL]',, f. f; 0 IL; ·~ " ~4'-o•r ... , .. ,' .. . .. . .. . . . . . . . . .. .. .. · . . • "t. bl:.N.T"1 e,' 0,\ -:.···L··. 1,.-"{i,,, • y __ .. _____ l.."""l ....... U .. 7·~ o· 11.e .. t ·1:z-_ ' \ . . • 1 . .. . I • \ ), • r---=ro ti AK -c.HAlK. e 'i1 t TRAN rv 4\/1.1 :...ortGrI. • • • • T .., . ,. • . • . C: 0 t'\1 e • A L ' I CJ ., i . . "'ei !! 12 . / ·. I I r ;i • 1 J , . ) --, .. . . . . . • I / •· l . ' DIST, l ' " COUNTY ROUTE POST MILES-TOTAL PROJECT 47. 3 / 61.0 · 66 ij U C O NT-----@ t clq«. .of' d~LI<- J!J[ ,.,--C Of{I @ . . -~ -~ ~ -~ ~ --- E:d9'"' 0 . • . ' I ··t-···-l:·-···r, ··-·1 ···1· -·o· ··-.·.--N .. ·-.· .ir.J ______ , _ _, __ , __ ,,,,~, ... , ... ,,, .. ,., ..... , ... , '"' ,,. -,rm" F:E.rNr t:Ol'\l.: 1HKV ..... JO{tll I tON Ci l TU D l NA L -01'.?. T1<.AN5Y-E"Tf5E -SL A 2i CONSlI< LI CTlO N J 0fR1 -. -.· ·tiv·;,;~ , , •• o· ' ,, !.,,J ~ . No'l"t ,,_ ~r.a0sv'i.rsc J0in1s, 1f uscedJ to be toca.1c.d at ;;4 point of sp,.10 and · tongrtuct,oal JOtni to be located at edgi of troff:~ Janes · untes·s • nthtr\"lr~c permrt1td by th_e· tnginiiitr. I :1· I I : 'I t/-1)' l ,: -1 ,:, · ::· ' ,,, : ··::;, ::: < ,: S'tM. AfJo·u1 ·. t sjP]l:a z: I, ,. l 4J 14/ ·11&>1~,0 '1'' ,.·,u 111 Wl ll. tiW; hll:C 111~ 1D "tttCAIT-ffll11l-ll ~ •II.ti': 1111,ll ~llT• Ml~• IT\t \~t i,KJ.;. w ,: " ..... ., ~··'· . ·...,;.., I ~ ~ 11 • ":! z .J • " -E -<( 0 ~ ., I-' ~ ., .. "' 1 C 0 .,, e-• j ' , ~ ~ < • ' ·\ . . ?'1?··:-::/·1·l~:::•r_<;)~::):t~f?2}~--W~lf~%?T~~-ffi~~~,~~J~fflfRJ~Jffrl1'?·(~i~~~:u~~pm;§\~t::;-,_J~<f:}:5:t@5~;rrr*I1Wr::·:~11};rfftiivr~I~0f1:f~~::\~'ff0V~I~Y~~~r:W:%·'.'it%IWss.~;:J::·'.·1 .,. # , ~ ' . 5 tot 8, extend 1-6 ,nto plle cap or extension. w-w w-w M,n,mum c/eQrance ./',-on-, outside. f'Qce of" p1lt2 _ fo re1nf"o,..c1119 sfize./ :shall be. 3 11 • · ,·: .. If I II 4-6x3-0 dowels permitted into footings. Precast Prestressed. Precosl Closs ':A" Concrete. " -..... C) @i I ..... Concrete.-~----- .-----:J.-, ...... j~ " 15 x 3~6"tot 6 .f. ·-~ with extension. ~ "i.o -~ #,::-3_' 6" . . ":._I t:-o X .•. m,n. -, tot. 4 P. l331000lb$.min. P .:13 7 000 lbs. min # '' '. • 6 tol 8 (Full length of pile) W'-W ,, :~1~ ; w-w ~f,· , x-x· CLASS I PILES \ Place di'aqonal of ptle parallel to layout line of f ootinq. P= 94,000 lbs min. 16 .. 3' 6-II • P: 100000 lbs. min . . I x -m,n .• tot 4 x-x CLASS II PILES ~ ..... Q.. -~ ~ ~ l I., ~ ~ .... ~ ~ ~ ..c::: --!:: \:)\ t:: t (l) -..J ct: ~ \) ct, it ...c..i " -..... . : I . ,, Y-Y " ....... ~ ""' 'I:?- -..... @; ~ 11111x~ -- 11111_~-. illlq _1. " ...... ~ Cl) t ~ .... ~ ~ ~ (l) --.J ;: '"::::: . ' . r i, \() -~ ~--I ,. ' ·'"-..! ~ .-'I , - P :1,1,rJoolb .1 '"'" - , . : ·'· I : I z-z -__ Y-Y ,...___, ~ ..... ct: ~ (l) t, t:: a t; It) ~ Cl) ct: ' ... _,, ,, : i'. ,, . ;·, ' I • .. z-z ' /,12"mox. I in 4~0t, ' : ' ( .. ' ., .. COUWTY IIOUTI ftOS1' ■ILIS-TOTAL.· ,wo,£CT ..,.t !. .. '!!. .. I I $D 5 47.3 I S'l.O 67 111 ~,,..---;'ii:k, \" "'l~•t••"'JjlUII tlVtt. tNl ■IU ........ '; # _· 6 tot 4 .... ,,._,._ Mo/. _!.J,,_)91?/i_ ••--:1, .• (w1lh extension tot. 6) " ~-~ #6 tot 6_: IC) i::: '-:..'._ ~' Octagonal or Circular Section optional. R-R .. _# 9ga. wire @6 11 p,lch .PILE EXTENSION ''R" Permitted with Clos~ I Piles. on/ 111· waterways extend the reinforce - .. ment shown 4' below ground line for "Alternatives" u" and "v." " ALTFRNATIVE)11W 11 ; ALTERNATIVE ''.x" ALTERNATIVE 11Y11 : ALTERNATIVE "z" PILE NOTES : ·,,.'-• ,. Alternatives "W" and "Y"tnoy be driven full length or may be extended. All exposed piles or pile extensions shall be consistent in cross-section throughout the project. NOTE F: PRECAST PRESTRESSEO PILES: · If section used is larger than the min. section P = Prestressing Force (After losses) shown,lhen "p" shall provide 700 psi min. Concrete Stress: fc (? 28 days = 6,000 p.s.i. ( Alternative ''X"J 4,500 p.s./ ( Alternative "Y"J 5,000 p.s.i, ( Alternative ''W") Alternative "X" may nor extend obov~ ground line nor be used with pile extension "R " . In Alternative "Z" the No. 6 bars shall extend a m,n,mum of 12' below the lowest of the following: . I. Bottom of footing. 2. Top of final ground surface. 3. Top of original ground surface when piles ore driven througltJ fills. Unless indicated to the contrary all piles shall be Closs I piles. Closs I piles moy be substituted for Class II piles. A 10 11 minimum diameter pipe extension (thickness ~ 0.1793 "min.) nnay be at the tip of Alternative "Z'' when taper is 30' or more in ltength. All dowels or bars extending into slab or footing hqving a depth les.s than 2'-0" shall be hooked. I I , ' ' used DESIGN LOADING = 45 TONS I • Note: This Sheet supersedes Sheet No. B 2-l _ of the STANDARD PLANS A/ fer··2.. cl 12/66 9T.'t.TI. 01" C.4.LIP'OIIINIA TRANSPORTATION AGENCY C)f_~A.11'.f'Wl[t.lT 011' ..-u.L.IC WOJltKS DIYISIQN o,-HIGHWAY. I BUENA VISTA CREEK BRl DGE CWt,DEN) SPECIAL DETAILS -CONCRETE PILE DETAILS .. "8 ' ' ', ' (,1,, :~·"''\'-. ·.·,' .. J ... I • Rall post anchor bolts ( • ' ~=·=-=;...~a;..=:._;;=_c_f"": ::;r::::::::~:=r, :=_=:===,:=:=::71l:=_".::"':r:"._:'_".'.'.'.. T"'.":". __ :=,....,=l""scl':'!-~-.. 1:=mr:,~, __ ,,f.f'L:i ll·.!:::r-F I_-_ -~I----1-----~----+---~-.-· -~-.· ---J----:--~.+J L-r--~ ----{- -L .J I I · 1k e e e .1 e •• t L, · I, ~ ~ I I I 1. 3!o'min. · I Pull box Type 9 '-'---· --- ( See Note P) '- Some reinf ' '# 4 on low ski~ when supe~elevation exceeds 5% lNTERMEOIATE JOINT See Note 0 -· Edge of deck --'~1 f Porapet . ¾" .t o!8" H.S bolt or / 2-"4 dowels tot. 4 •4 'ill tot 9 "'5 L.tot9 6 2-114.ir 5!0• tot.· .4 11 5L,,(!4Vz" ,3each s1'de pull box 6 t"x t!O" HS bolt or threaded rod with hex nut 8 washer ( golv.) See Note J. EL EC TROLi ER PLAN DECK JOINT See Note C ELEVATION -Len th for men! Shim as required (typ.) B.C. TYPE 9A RAILING Without approach guard railing End wingwoll(with Bridge App-ooch Guard Roiling Type 8} -,_End of wingwoll rll length for payment I I i ' j,, ' ., i5: € Parapet .8 I .· ... electro lier. ~--.- 6" Pull bo,x ,.......,----1...t (Seel'tlote PJ I I I __ _J i ' ;.;..a_.,.:...JlJ;1,ql-"- ~ 4. ro· ::c4 T70.1AJ ii: ~Cl '' IV' A-A , I'-....::;:==================-'- VI end plate. Seal weld 4 sides 8 grind smooth.. 1 ·••• · Future end ni1ST. COi.Hin I I $0 of pipe railing-.;.....-!--- i Om,I I" chamfer for IIOUTt: 5 IIOST MU.H-TOTA.l NOJ[CT S4 .. o Electrolier anchor bolts 69 14/ ,··. ' i, ~ ,; ~ '·\ ' . " 1!6" at t1lectrolier. ---+----.,,.- { Edger finish) I . Pull box End of wlngwol I - i ,•I 1-,,,.,~..,,...::::_---+---,,....,.~,..,-· _..,, __ ,.,..._. -_ .. .,.. .. _ . ....,. .. ~.(See Note P J Same r~inf. as shown :':._.:'i,1/.:~:•:-t· -· in £ levolion View. _ ____.'P-'~'--'-'--"-'-"-'-"-----+--------"· -~. -:..;_;--~-'-:..!.'"'--··LP.,:.,:.•~· '--J· I 3-'o" min. • j FUTURE ELECTROLIER . i' " ''i ' PLAw···•· ·· tllreoded. rod with hex nut 8 washer ( golv.) ( Wrench tight) "' Q, ,, ' ,J Length for payment lypes 9 8 9A Bridge Approach Guard Roiling Type 8 •-,,.,, 111 chamfer 0 (/yp.} ,!::: ....... ~ f__,__2~" I:! '-* 4 cont. tot 5 .<b ~ ...... ~ !O"min. ~ h-) .,.1-I ,. ~ , ' ' i, • Note"£' ~"opt.t ....... h-) Const. joint ~. (\J Gut/et grade #4 '11 ~. !8"m'ax .. _ 1..--~--'"5~", 9to be ln place before · · ""j,;;....,...+----+ deck concrete. If deck slob ,, *4 x/!O" ~ 18" max, · e.·"t:eed.'S 9•, embed dowel 8 11 m. in_ •·' .. . . . · · # 5 cont. '" .... Lower mat of deck reinf. Cone.: 105 cu. ft per lineal foot. Const Joint , I Type 9A details ore similar to lype 9 except as noted. Gutter grade ~-.::.-115 X 3!9"t 9 \ I ' Detail B (see•' Abufrr,12.nf- D a:. f 41 i Is '' 13he(l.. f. ) TYPE 9A RAILING With Bridge Approach Guard Roiling CT : : Use ~'min. tube lengths, except one slr,rter length , permftted at one end .of roil. . ' ': ' • ' ' • C' ' ' I . I I . I -. •.·. I ' · I . . L._ _______ ...:.._ ___ ·\-C..J ,, ' TYPE 9 Reinforcing: 8. 7 lbs. per lineal foot. TYPE 9A Cone. : I 05 cu. ft per lineal foot. Reinf: 10. 5 lbs. per lineal foot. IV,/ x 10" pipe sleev~ ' A. 8. c. D. E. F. Tubing shall be bent to fit horizonto/. curve wheri radius isless than 950'. Posts shall be normal to roiling. Curb and roiljoints shall be located atoll deck joints. Joint size to match actual width of deck opening. Sleeve in roil joint to be lengthened as required. Open intermediate curb and roil joints shall be located at f. piers, abutments or bents and at uniform spacing (40~0# max.) Dimensions will vary with cross slope. Construct 3 11 deep x 12" wide overflow scupper 2" above deck at low points in grade. • Walls are to be backfilled before roiling is placed. ~ J. K. L. M. N. 0. P. High strength rods threaded both ends with 2 nuts and washers (all qolv.) may be substituted for high strength anchor bolts. Torque roil to post nuts to I T5 ff. lbs. Tubing shall be continuous over not less than 2 intermediate posts, with o minimum length of 2 panels, except as noted. All exposed corners shall be ground smooth. Galvanize roil assembly ofter fabrication. locate pull box near mid ·point between posts, but not in same panel as deck Joints or e/ectroliers . Rat/ cop .__,...,.-;:/ . I , .. Q ~.....c*4n PLAN I ,; . ~ l ---"'4 !'1i ELEVATION ''---c-d. ., •.. · ·1.'/ ~n o w1n9wo SECTION 8-B. METAL BEAM GUARD RAIL ANCHORAG!' l/2H= l~0/1 Noter For Metal Beam Guard Rail con1111ction delatls see Rood. Plans. 9/67 9TAT~ 01" CALtfl"OPINIA TRANSPORTATION AGENCY g~~AlffMENT 0, ,.U.1..fC wo,uc:• DiY1s1o·"'f 01" HIG ... W~l'S XS-9·84 BUENA VISTA CREEK BRIDGE (WIDEN 1·· I G. H. Clearance to reinforcing steel in curb and roilinq to be 1•. longitudinal reinforcement to stop all Joints. Reinforcement is shown for Type 9 pull box. ll Type 9A pull box is to be used refer to O Type 9A Pull Box' sheet. t:=~B;;..;....A~R~R;;..:..I T:E =R _:._:_RA:.c.:., l:..,L:.:..:I N=G::.._;.: _:..TY~P~E=--· ~9~~~;1 , BRIDGE -DRAWING $HUT -,, ND. , 5 7 • 2. '7 7 ""rvl~E•· 5 Q, 2. .. ;i,c, WO cu DI• ;uodprlnb.....,.._.....,__ ---+ ' NO. 7 ',),7/_,. 7 U ll'EYlSiON rlA'rU • ' r , I ' \ ' l " I ' i' ' I I ' ... ' ' I I ' z I-Q z t; w w ~ Cl) I->-0:: (!) <! g a. 0 w w Cl l!I (!) w z ~ n: Cl w -w 0:: z CD l!I z w iJJ (fl -' <( -ll'. w I-<( :;: l: I-ll'. <( w b. 0 /:l z "' (!) w .J '-" !:: " '.J w Q .. "' (!) NOTE: Classification of earth mate- rial as shown on this sheet is based upon field inspection and is not to be cons{rued to imply mechanical onclysis. 1'1'11!:ET TOTAL Ne SHlli:ETS 7 'I I II JD 250 BENCH MARK Iv 366, 053 . b 03 sf'd br. cop m ex,:; L,,ne \ I, 6b1-, 0/9, 3150 !3-4 (il ,i d fl 25O~55.00 MT Lr-3 = eo'Lt 250,.35.00 Por•o" I I ! ,' ' ---+,-·------------+---------··o_''_L_I_N_E __ ----:R-:--:,T::---E_5 _____ 81-J~1-3-----+:--....:.'-+---'-; __ , __ 251 252 263 25D 3co/e PLAI-J 30 Approx eMslmq qround !tne C)/Mq ''0 " L;ne 1 20 /0 0 -/O > -zo ~< / ~ _-;:'...30,::,,_ ______________ > .> ~-4!,;0::,__ ___________ ~ \. -50 r,,O I 251 ~-------------;! '...--------------~ I I 8-J • _,. ' , -----------,;t,,;''---.. ~r ,, ~ - 13.:'I/ 4 ~~, f- '-,i I 7 114 · .. ~.--1· 137114 ·. ... ,. i: :· ~,.,,,-,,~,~4"'-,1-. y 8-3 J" __ __,..-,-,_ ----- Compqc/" l'o d'2.n::J~ brt;wn '2nd /J tJh f qr.,,; srlt11 fme .Jqr,tf onri :sond w,fh -Im<! ?m v~ I Jlfli'hl/y c"'"pod lo /oo~" fr,,,,,,, ond qreJ..J l'.rne ::tJP(f Cornpqd IJ'-et/ ""'' :,i;mf mkrb. dd-,d wdh thm IQ,;e,.., ol' .,,,,..,:1 u-dh :,hr/I., :1-JS-6:0 252 rRor1LE .5crJle. Yer/. I",,, 10' l-hr1z 1"= z.o' Ch,Jrqe w ii I/Z,06 039741 8-2 ' ' ' ' 'I 'I " I I I I ' ', ·- I I I 30 zo /0 (~-~,; ..;..... ______ o I ' 'I 1! I -/0 . . , --~ I ' ' ' ,-1-'-_______ -.... z ..... o I:,~ I " ' -:50 ' ' ' -, -bO i I I '' ,1 I -40 STATE OF CALIFORNIA DEPARTMENT OF PUBLIC WORKS DIVISION OF HIGHWAYS BUENA VISTA CREEK BRIDGE (WIDEN) LOG OF TEST BORINGS Sc ALE 4:; Nofed FILE DRAWING ...5 '7 2 / 7 -( 01!:r~gord prifl~ be-oring eorlier number:. I ' ~--... 1 PREL DRAWING No PR- I