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Home My WebLink About4086-9NOTE 1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO EDGE OF BAR, AND SHALL BE 2" UNLESS OTHERWISE SHOWN. 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLESOR RADIALLY TO CENTERLINE OF CONDUIT O THE PLAN EXCEPT AS OTHERWISE SHOWN. 3. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL DE PERMITTED OTHER THAN SHOWN ON THE DRAWING WITHOUT APPROVAL OF THE ENGINEER. 4. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE 2" FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAILS. 5. ALL LONGITUDINAL BARS SHALL BE NO. 4 BARS. SPACING SHALL BE 18" UNLESS OTHERWISE SHOWN. BARS IN TOP AND BOTTOM SLABS SHALL BE SPACED SYMMETRICALLY ABOUT THE CENTERLINE. BARS IN WALLS SHALL BE SPACED SYMMETRICALLY ABOUT MID -HEIGHT OF THE WALLS. 6. CONCRETE QUANTITIES ARE BASED ON A 6"X6" FILLET AND THE STEEL QUANTITIES DO NOT INCLUDE ANY OPTIONAL SPLICE. 7. INVERT THICKNESS IS CALCULATED FOR BAR COVERS SHOWN. IT MUST BE INCREASED FOR HIGH VELOCITIES, SALT WATER, INDUSTRIAL WASTES, ABRASIVE BED LOAD, OR HARMFUL GROUNDWATER (USUALLY 1/2" FOR EACH CONDITION). S. FROM STA. 474+00 TO 479+00 NO ALTERNATIVE CONSTRUCTION JOINTS ARE ALLOWED. 9. FROM STA. 475+00 TO 478+00 THE MINIMUM CONSTRCUTION JOINT SPACING SHALL BE 301 AND THE MAXIMUM SHALL BE 40. DESIGN NOTES A. Design 1. Caltrans Bridge Deign Specifications April 2000 LFD Culvert designed in accordance with Sections 3,6, & 17 2. Lewd Combination .Group X 1.3(D + 1.67(L+I) + E) Where D = Dead Load L = Live Load I Impact E = Earth Load 0 of -1,6 C 8A _j ss c" BARS 1�. 4 x 6'-•0" 16" CENTERED ON RCD /fig 45 DIA LAP 6l -74A I /p6 @ g.A49 4"-109" "b" BARS F 2" CLEAR I 7 @ 4"3/4" MIN. A! AP % FILLET BARS ✓ 4 1$Aa MAX. OPTIONAL CONST. -- JOINT 5 @ 4A4_ is e" BARS RCB 2" CLEAR .#4 @ 16" I MAX. ALTERNATIVE CONST. JOINT •4 0 16" MAX. L 3" CLEAR 4' °- 10" 64--7" 64��4P I 14544 \'-4 x 6'-M0" 016" CENTERED ON C, RCB 1. Live Load a HS20 Truck � M;M&s LEGAL DESCRIPTION, { 2. Earth Load a 6A9 y� a. 140 pcf vertical, 100 pcf lateral SECTION TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO,I . , O, SAN RDI O. b. 140 pcf vertical, 35 pcf lateral BAA 3. FIII Height a a. 2 ft minimum 94b94 BARS f4c" BARS b. 17 ft®+maximum is a"'BARS 40 1 C. Unit Stresses s I 94 " e BARS 99 " b GARS f4c = 3600 psi 2 DAYS 4" 4" 4" { fy = 60,000 psi C. COMPUTER PROGRAM : 1. Risa 2-®D v5. ROOF CTI (INVERT SIMILAR) 2. MathCAD 2001 Pro NTS CONSTRUCTION ENE L NOTES See the State of California Department of Transportation Standard Plans, for � Construction of Local Streets and Roads, dated July 2002, sheet D82 for the following: 00 1. Expansion Joints 2. Construction Joints 3. Cutoff Walls 00 4. Backfill 5. Reinforcement Placement 6. Parapet Detail-- Use Dimensions and Reinforcing for 14' Span. 16' X 16' ECULVERT SECTIONS INCLUSrVE, IN THE (F SAN BERNA • BENCH• • I DESCRIBED r METROPOLITAN WATER CALIFORNIA• CUCAMONGA, f INTERSECTION OF SUMMIT AVE. AND CHERRY AVE, AT THE SOUTHWEST f I CORNER OF CHERRY ' AVE. FEET WEST OF OF CHERRYAVE. AND 37 FEET ) SOUTH ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 FOOT SOUTHOF CURBFACE. j STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". NAVID 88 0k y 89 e" BARS sac49 BARS EE SECTION NTS 11 TYPICAL SINGLE RC BOX SECTION NTS ➢U.NMILAK=1 L ngth of L.dC+h n9 pec' cae d,Iipec {revisions b5 (Lt+a1 . Ber!a£si o Prd t m5'J'. r1 wi� o er=tm a shove o ^ t w,^ b Culvert PCE Dns'�n: 9^a 6r d lo -la, S Ii'c.'!.a 11911 1A1HT1 p e cul- to Fed cat' o ih p p ax`m cover o r '-1.-"p" pars ictal 3 Load Fac'o ions L1 i,5 L x whore 0 Geotl Load GBL 10 x 5 RC6 with 20', £,ilex ed by hoop,. C Ear'h Load alternatives. u4 HacpS "t L -Live Ladd Allernoi''ves: ' a 1 p $'ogle coli: Invert' x'tl De sl - d '+rapez0'tla -- p" Darn 1'a}al 3 n att Capoc ty redugt'on iaatar invert , 'flat invert or V t' ncluv.d in Loading: is 'ncludetl. dea'9na+'an. C=6" [ P ,,. Live load: Multiple cel _invert will be flat invert P bora -fi 6 al culvert I be Founded unless _ Total 3 , apt expansion ,If H520-54 truck Spea'{',d. Ends Of Will De ° T Apply impact only to the roof slab. square ends" ore tles'gna'e P op+s I cs war Inn,, wall Lacp'a a ans'on t trl F Ear+h Cov¢r _impact (x shown unless des qor 'n pl 5 ch C,s'gnat'aFs -- - Mar,. o+ 2 times elan or t m v De d;f rerent for 'n et and o�+le+ encs. Sit. Rfa9n Mult t. 8 n neigh+ from m'a c ' r-2dt jo r+ Up to ,' 30 "an+, i'ee: nt i' e for the ala etl o i C lab Oua d A C RRCC 2 10 do not nalutle tl bars, nor sPircese'nnl ono i' tl'na PARAPET 6BG 2" 0 0 2' 0 4 0 P Mar SSSS bar., oar terrparaitr¢ reinforcement for -posed s = Clear span (f+) 'R¢ ropet _ b" win 0 '• D roof, nor Cancre+c al' r 'nfor. e me^t for parapets, - cos e skew angle F antl hoops flush e hvo surcharge an wa Is tluF is live land. cUtof£ xal S ar, paving note',.. Par t Yw barsn filler,, 'eaur,tl 11 Earth laetl: Re',force�en+ placement: to Bd hila Earth pr Ensures for two Condit ons: Main re'nforcenent 's to be placed itansvarse or, SIA 0 16` 31° SSSS A1'-6' Mar, for c rued cul vents, ratl'ot. Wren radial, r nforc TO TO TO No .of and walls 140 LB/CF vert'ca , 42 LB/CF horizontal. u a na Span �� t5° 30" 4S° co�str uct'on Er.Isi r ,tl0 LB JCF -tical, 140 LE/CF hat �ontal. spacing of +he{' and 'g Gars 's neon retl along o.osi -New ca'struci'on - u Un + stresses: the cent,rl fe. Stagger splices not Shawn. Hocks q' 1tA tt-0 i:4 R e nc f' 3600 sI may be rotated or t itea, as ecessary, for clearance.i^ fy - 60,000 Ps' Spac lot reinforcement cov¢rage: g IIn RS 6 n ,ct cr,1 P atr ib.ti.r 'a bars: Bon standard Plans vr¢ not +o be useq for cutv¢r+s n ,__ p ape+ d R cal o para,,. U to antl 'nalud'ng iq' 0 o corre3�e env'ranmant or whore Chore 's o se=a 10 n5 xi6 T pl ¢ i sting d Spilt¢ to F Co„r abrasive ilox 'n freeie-`h.w local''an_. re Ian tud nal rCbar in a'I member 1 ^'..ID^g'"uC nal ¢ssed as a percentpositive ontl'tian or n = 12 ¢6 pq a8 qi b n er+ N re £ancon°nt reau'a too ,Mar Sox. sp,c'at design: a i9• u7 nit- -uy-- DETA%L A DETA%L Q P.eq,l'red for culverts with conditions, IocGs, design be r" (^c0" na+ mum rile£. as sham. if ('Single cell only 1 (� pr sures or sizes greater than those given on }his plan or Over 10 0 5tandord Plans 060 & D81. Also re d for mull' I call ,It"i'q Ion 'tutl'nal antl 'ra sr•erse alle,ed, 1'-0" m n R m .Fater.) xia a t¢ iulv¢rts x''+n re , e g a to sh e o 6rear: laatl'n unequal spa^s. For -Herts with ra(pl rood p t onnig bar ne ^ . r 'n{ b ab a i p Maximum ailcwabte shear, v 3.5 �, psi 3 9, see the currant AREA al-Ign sp.:,f'cat'on. s I h h 1 ' ipu at a Iran fo s, t c0" cells' st- y b. eeded. Lap spiking Exclusions: i For cohorts with nor, i'han twv, cels use dinens an.. may q e r¢maval of i'ap slab 'n Compress'v reinforcement and n gaai''�e morent and rc'Mori omen+ for ih¢ standard tlauble. bax F excel., ir2 -Cishown. z r,daat on Q r can+Ina'ty) s na+ pp y.a I...t' and adjust gaa,f'+ ea aacard'ngl,. F Maln Ci%Ll+ERT EMTENSI p Acral loads ember. has not been c s'de'ed. m CDNd TRUCT%4N NOTES: as°Max e'nfarceno-1 37 C i tl n d 3'-0 C'+. Q 0 n'ng -. f t .-averse - _ Si t+ g eq,re shown an Standard Plan 068. u4 O i tai 3 4 q OTatal 2 ft ) sh t+ ngt y b q ,rad amarzd C,t ew.tens•ans .. wall CFE I_- _ E4, A- TNG PRES ITR '. - pe o r Coal, on. is, - a (Far 9...0 a U44 & Un i or .- Er:te r wall long Itud'nal --I( Interior z E P to "'s x ^^alog��' 1' fill 3 •• AR P_-----�Y- n .. Plan 8]-fi g ^�\- 1 i ,Pa's an Ie nts 'hal D peri tted. d M ha e 5 d .,"a or f bars \ li, N _ R f d ll ' w er 's r than spa - t span Placa I: premom¢d e p s n 1 n filter at .o n z " PART PLAN-SKEW'E centers Co t,, 'de the p tl day lanes and place 6rldg. oetgll 3-2, Standard PI 80 3 at 30'-0" centers urd., Bridge Deloll -1-2 S10 Plan End + "pit . -L Pave(( "a dx.. I... V int J n 1 P face p when cover snore tha p 1 a -h 60-3, n0 axpaonsion )o of parapet---- A ?raffle Place :pans on to nt flier at 30' 0 w thin 4 -9 opening \\ RCB /i premoldetl e E + cen'ers a')d atld i'anal remaldetl err gonion --. ----. joints at loom'ons of change 'n foundat'pn character, i !ikew Transve �.. as d'rect,d DY the Engineer. 5�6 r --TOP G s �Y "....F r spans angle %not Parepet,,.. Construci''on Jo'fi.: - R+af 146 0 6 -5' Total 2 > 8"-0' rotate L udn- et i al Temporary joints mar be perm'tt¢tl £ normal (or radian to ��•;;�� ,o' o' b• g E of RCO. Otherwise, 'he contractor 's 'i, submit a l:l e, 6attam bots "c' Gar proposal for co 0d.,ot'on. bore +a ill to clear 6 l pining RCG TE I L Y Ct if its: p 4'-Q" 1 ff walls are to be provlded at inlet' and/or outlet J tl + Channel is ines ana unless °`herw'se Shawn. '^ a Th I�sca, ex'entled f Scour conditions i F pans > 8" D -- At G de' are t0 be warrant. p d b' &'c' bar E 1' ark. f t l FGCondition haws See Standard Plan AKE. r cut, as 5'-0" Cover Mal uG Trar aarY, to f'i. Cd,d, 11: w• D 1 +al 4 ide See Standard SRac'f'cat ons, ezcelat that the d'f f,rence " - 2 6 atljacen+ r n , 1:1 FO :TATE OF CALI[ORNIA n level of backfill (aq-'nst o�iS de walls) shall not r t a..n side of ead 1'-0 Inv¢rt opening Y SSSS Y 6r3 M n DEPA lbi OF TRAI:SPCIR?ATION - .no parr',, Type 732. or '1'6 "•�� .:-� CAST -IN-PLACE REINFORCED u-Cem¢nt Gana barrier Type 25 - #4 a6 CONCRETE BOX CULVERT g" in t -t,6 st 12, 6' aha H=Height of box MISCELLANEOUS DETAILS ' U Adjocont to sac 'ide of the opening, h para, e Para,et R6,1 -errant India place acd'UtO,m bars °nu xo ent to n.,, PART LONGITUDINAL SECTION NO SCALE 5O the n' r pied mein re torcement. 12 9 X 8' BOX CULVERT SECTIONS STRUCTURAL NOTES GENERAL NOTES 1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF BAR, UNLESS OTHERWISE SHOWN. 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO CENTERLINE OF CULVERT ON THE PLAN EXCEPT AS OTHERWISE SHOWN. 3. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF MANHOLE OR JUNCTION STRUCTURE OPENINGS. 4. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTERLINE OF CONSTRUCTION. 5. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE 1-1/2 INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAIL. 6. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED. 7. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN SHOWN ON THE DRAWING WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN 2 SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. 6. LONGITUDINAL STEEL SHALL BE LAPPED 20 BAR DIAMETERS AT SPLICES. TRANSVERSE STEEL SHALL BE LAPPED 30 DIAMETERS AT SPLICES. . LONGITUDINAL STEEL SHALL BE CONTINOUS AND EXTEND THROUGH ALL CONSTRUCTION JOINTS. 10. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, TRANSVERSE JOINT KEYWAYS (IN BOTH SLABS AND WALLS), AS DETAILED FOR LONGITUDINAL KEYWAYS AT THE BASE OF THE WALLS, SHALL BE PLACED AT THE END OF EACH POUR BUT THE SPACING THEREOF SHALL NOT EXCEED 50 FEET OR BE LESS THAN 10 FEET. SPACING MAY BE DECREASED TO AVOID PROXIMITY TO INLETS. ALL CONSTRUCTION JOINTS IN BOTTOM SLAB, TOP SLAB, AND SIDE WALLS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. 11. UNLESS OTHERWISE SHOWN ON THE DETAILS, iN CURVED SECTIONS TRANSVERSE BARS SHALL BE PLACED RADIALLY. STRAIGHT TRANSVERSE BARS IN TOP AND BOTTOM SLABS SHALL BE PLACED AS SHOWN ON THE TYPICAL SECTIONS SPACING SHALL BE AT THE CENTERLINE OF CONSTRUCTION. STRAIGHT BARS AND L®BARS IN WALLS SHALL BE SPACED AS SHOWN ON THE TYPICAL SECTIONS, WITH THE SPACING MEASURED BETWEEN THE VERTICAL LEGS OF BARS. 12. AT THE BEGINNING AND ENDING OF ALL POURS, A COMPLETE CURTAIN OF MAIN REINFORCEMENT SHALL BE PLACED THREE INCHES FROM THE TRANSVERSE CONSTRUCTION JOINT. 1. THE VERTICAL WALL STEEL IN INTERIOR WALLS AND IN THE INTERIOR FACE OF THE EXTERIOR WALLS MAY BE SPLICED AT THE CONSTRUCTION JOINT AT THE BASE OF THE WALL. THE SPLICE SHALL BE 20 BAR DIAMETERS IN LENGTH. 14. ALL LONGITUDINAL BARS SHALL BE NO. 4 BARS, SPACING SHALL BE 18" UNLESS OTHERWISE SHOWN. BARS IN THE TOP AND BOTTOM SLABS SHALL BE SPACED SYMMETRICALLY ABOUT THE CENTERLINE. BARS iN THE WALLS SHALL BE SPACED SYMMETRICALLY ABOUT MID ---HEIGHT OF THE WALLS. REV. REVISION DESGRIP110N DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT q-� r COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE _ CITY ENGINEER MAY REQUIRE REVISIONS TO THE FLANS TQ BRIM. THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS iN EFFECT. SEAL -ENGINEER ��ppESSIOq%t O r' W F 2 h�. c rn 2 Gary Antonucci No. x.34294.,- >t Exp.9--30-07 / 0,r CAL.(f.� �i L )1�' 1 yu y1<�,'�n 1 ) i h "MR? I f r '11,11"t 1 t t 4 'w >1 1 Will,1. itc tX � 1' y 35501 Vine Street, Suite 120 (951) 7857- 4688 PREPARED BY. GARY ANTONUCCI EXP. DATE. 09-30--07 2"" I 1 m, "p, Riverside, Ca 92507DRAWN BY: O.S. www,tylin.corn DESIGNED BY: A.M.T. R.C.E. N0. C,34294' ' CHECKED BY: DATE. L� / C.V.A. I NTS 2" 1 Aa TRANSVERSE JOINT s NOS t "W21miqual t 7 TOLL FREE 1--800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT M;M&s LEGAL DESCRIPTION, { } BEING A BDIVISON OF A PORTION OF THE NORTHEAST 1/4 OF y� SECTION TOWNSHIP 1 NORTH, RANGE 6 WEST, SAN BERNARDINO,I . , O, SAN RDI O. INCLUSrVE, IN THE (F SAN BERNA • BENCH• • I DESCRIBED r METROPOLITAN WATER CALIFORNIA• CUCAMONGA, f INTERSECTION OF SUMMIT AVE. AND CHERRY AVE, AT THE SOUTHWEST f I CORNER OF CHERRY ' AVE. FEET WEST OF OF CHERRYAVE. AND 37 FEET ) SOUTH ON THE NORTHWEST CORNER OF A 10 FOOT WIDE CATCHBASIN 0.8 FOOT SOUTHOF CURBFACE. j STANDARD MWDSC 3 INCH BRASS DISK STAMPED "33A 1992". NAVID 88 0k y 89 e" BARS sac49 BARS EE SECTION NTS 11 TYPICAL SINGLE RC BOX SECTION NTS ➢U.NMILAK=1 L ngth of L.dC+h n9 pec' cae d,Iipec {revisions b5 (Lt+a1 . Ber!a£si o Prd t m5'J'. r1 wi� o er=tm a shove o ^ t w,^ b Culvert PCE Dns'�n: 9^a 6r d lo -la, S Ii'c.'!.a 11911 1A1HT1 p e cul- to Fed cat' o ih p p ax`m cover o r '-1.-"p" pars ictal 3 Load Fac'o ions L1 i,5 L x whore 0 Geotl Load GBL 10 x 5 RC6 with 20', £,ilex ed by hoop,. C Ear'h Load alternatives. u4 HacpS "t L -Live Ladd Allernoi''ves: ' a 1 p $'ogle coli: Invert' x'tl De sl - d '+rapez0'tla -- p" Darn 1'a}al 3 n att Capoc ty redugt'on iaatar invert , 'flat invert or V t' ncluv.d in Loading: is 'ncludetl. dea'9na+'an. C=6" [ P ,,. Live load: Multiple cel _invert will be flat invert P bora -fi 6 al culvert I be Founded unless _ Total 3 , apt expansion ,If H520-54 truck Spea'{',d. Ends Of Will De ° T Apply impact only to the roof slab. square ends" ore tles'gna'e P op+s I cs war Inn,, wall Lacp'a a ans'on t trl F Ear+h Cov¢r _impact (x shown unless des qor 'n pl 5 ch C,s'gnat'aFs -- - Mar,. o+ 2 times elan or t m v De d;f rerent for 'n et and o�+le+ encs. Sit. Rfa9n Mult t. 8 n neigh+ from m'a c ' r-2dt jo r+ Up to ,' 30 "an+, i'ee: nt i' e for the ala etl o i C lab Oua d A C RRCC 2 10 do not nalutle tl bars, nor sPircese'nnl ono i' tl'na PARAPET 6BG 2" 0 0 2' 0 4 0 P Mar SSSS bar., oar terrparaitr¢ reinforcement for -posed s = Clear span (f+) 'R¢ ropet _ b" win 0 '• D roof, nor Cancre+c al' r 'nfor. e me^t for parapets, - cos e skew angle F antl hoops flush e hvo surcharge an wa Is tluF is live land. cUtof£ xal S ar, paving note',.. Par t Yw barsn filler,, 'eaur,tl 11 Earth laetl: Re',force�en+ placement: to Bd hila Earth pr Ensures for two Condit ons: Main re'nforcenent 's to be placed itansvarse or, SIA 0 16` 31° SSSS A1'-6' Mar, for c rued cul vents, ratl'ot. Wren radial, r nforc TO TO TO No .of and walls 140 LB/CF vert'ca , 42 LB/CF horizontal. u a na Span �� t5° 30" 4S° co�str uct'on Er.Isi r ,tl0 LB JCF -tical, 140 LE/CF hat �ontal. spacing of +he{' and 'g Gars 's neon retl along o.osi -New ca'struci'on - u Un + stresses: the cent,rl fe. Stagger splices not Shawn. Hocks q' 1tA tt-0 i:4 R e nc f' 3600 sI may be rotated or t itea, as ecessary, for clearance.i^ fy - 60,000 Ps' Spac lot reinforcement cov¢rage: g IIn RS 6 n ,ct cr,1 P atr ib.ti.r 'a bars: Bon standard Plans vr¢ not +o be useq for cutv¢r+s n ,__ p ape+ d R cal o para,,. U to antl 'nalud'ng iq' 0 o corre3�e env'ranmant or whore Chore 's o se=a 10 n5 xi6 T pl ¢ i sting d Spilt¢ to F Co„r abrasive ilox 'n freeie-`h.w local''an_. re Ian tud nal rCbar in a'I member 1 ^'..ID^g'"uC nal ¢ssed as a percentpositive ontl'tian or n = 12 ¢6 pq a8 qi b n er+ N re £ancon°nt reau'a too ,Mar Sox. sp,c'at design: a i9• u7 nit- -uy-- DETA%L A DETA%L Q P.eq,l'red for culverts with conditions, IocGs, design be r" (^c0" na+ mum rile£. as sham. if ('Single cell only 1 (� pr sures or sizes greater than those given on }his plan or Over 10 0 5tandord Plans 060 & D81. Also re d for mull' I call ,It"i'q Ion 'tutl'nal antl 'ra sr•erse alle,ed, 1'-0" m n R m .Fater.) xia a t¢ iulv¢rts x''+n re , e g a to sh e o 6rear: laatl'n unequal spa^s. For -Herts with ra(pl rood p t onnig bar ne ^ . r 'n{ b ab a i p Maximum ailcwabte shear, v 3.5 �, psi 3 9, see the currant AREA al-Ign sp.:,f'cat'on. s I h h 1 ' ipu at a Iran fo s, t c0" cells' st- y b. eeded. Lap spiking Exclusions: i For cohorts with nor, i'han twv, cels use dinens an.. may q e r¢maval of i'ap slab 'n Compress'v reinforcement and n gaai''�e morent and rc'Mori omen+ for ih¢ standard tlauble. bax F excel., ir2 -Cishown. z r,daat on Q r can+Ina'ty) s na+ pp y.a I...t' and adjust gaa,f'+ ea aacard'ngl,. F Maln Ci%Ll+ERT EMTENSI p Acral loads ember. has not been c s'de'ed. m CDNd TRUCT%4N NOTES: as°Max e'nfarceno-1 37 C i tl n d 3'-0 C'+. Q 0 n'ng -. f t .-averse - _ Si t+ g eq,re shown an Standard Plan 068. u4 O i tai 3 4 q OTatal 2 ft ) sh t+ ngt y b q ,rad amarzd C,t ew.tens•ans .. wall CFE I_- _ E4, A- TNG PRES ITR '. - pe o r Coal, on. is, - a (Far 9...0 a U44 & Un i or .- Er:te r wall long Itud'nal --I( Interior z E P to "'s x ^^alog��' 1' fill 3 •• AR P_-----�Y- n .. Plan 8]-fi g ^�\- 1 i ,Pa's an Ie nts 'hal D peri tted. d M ha e 5 d .,"a or f bars \ li, N _ R f d ll ' w er 's r than spa - t span Placa I: premom¢d e p s n 1 n filter at .o n z " PART PLAN-SKEW'E centers Co t,, 'de the p tl day lanes and place 6rldg. oetgll 3-2, Standard PI 80 3 at 30'-0" centers urd., Bridge Deloll -1-2 S10 Plan End + "pit . -L Pave(( "a dx.. I... V int J n 1 P face p when cover snore tha p 1 a -h 60-3, n0 axpaonsion )o of parapet---- A ?raffle Place :pans on to nt flier at 30' 0 w thin 4 -9 opening \\ RCB /i premoldetl e E + cen'ers a')d atld i'anal remaldetl err gonion --. ----. joints at loom'ons of change 'n foundat'pn character, i !ikew Transve �.. as d'rect,d DY the Engineer. 5�6 r --TOP G s �Y "....F r spans angle %not Parepet,,.. Construci''on Jo'fi.: - R+af 146 0 6 -5' Total 2 > 8"-0' rotate L udn- et i al Temporary joints mar be perm'tt¢tl £ normal (or radian to ��•;;�� ,o' o' b• g E of RCO. Otherwise, 'he contractor 's 'i, submit a l:l e, 6attam bots "c' Gar proposal for co 0d.,ot'on. bore +a ill to clear 6 l pining RCG TE I L Y Ct if its: p 4'-Q" 1 ff walls are to be provlded at inlet' and/or outlet J tl + Channel is ines ana unless °`herw'se Shawn. '^ a Th I�sca, ex'entled f Scour conditions i F pans > 8" D -- At G de' are t0 be warrant. p d b' &'c' bar E 1' ark. f t l FGCondition haws See Standard Plan AKE. r cut, as 5'-0" Cover Mal uG Trar aarY, to f'i. Cd,d, 11: w• D 1 +al 4 ide See Standard SRac'f'cat ons, ezcelat that the d'f f,rence " - 2 6 atljacen+ r n , 1:1 FO :TATE OF CALI[ORNIA n level of backfill (aq-'nst o�iS de walls) shall not r t a..n side of ead 1'-0 Inv¢rt opening Y SSSS Y 6r3 M n DEPA lbi OF TRAI:SPCIR?ATION - .no parr',, Type 732. or '1'6 "•�� .:-� CAST -IN-PLACE REINFORCED u-Cem¢nt Gana barrier Type 25 - #4 a6 CONCRETE BOX CULVERT g" in t -t,6 st 12, 6' aha H=Height of box MISCELLANEOUS DETAILS ' U Adjocont to sac 'ide of the opening, h para, e Para,et R6,1 -errant India place acd'UtO,m bars °nu xo ent to n.,, PART LONGITUDINAL SECTION NO SCALE 5O the n' r pied mein re torcement. 12 9 X 8' BOX CULVERT SECTIONS STRUCTURAL NOTES GENERAL NOTES 1. DIMENSIONS FROM FACE OF CONCRETE TO STEEL ARE TO CENTER OF BAR, UNLESS OTHERWISE SHOWN. 2. CONCRETE DIMENSIONS SHALL BE MEASURED HORIZONTALLY OR VERTICALLY ON THE PROFILE, AND PARALLEL TO OR AT RIGHT ANGLES (OR RADIALLY) TO CENTERLINE OF CULVERT ON THE PLAN EXCEPT AS OTHERWISE SHOWN. 3. TRANSVERSE CONSTRUCTION JOINTS SHALL NOT BE PLACED WITHIN 30 INCHES OF MANHOLE OR JUNCTION STRUCTURE OPENINGS. 4. TRANSVERSE CONSTRUCTION JOINTS IN WALLS AND SLABS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. TRANSVERSE CONSTRUCTION JOINTS SHALL BE NORMAL OR RADIAL TO THE CENTERLINE OF CONSTRUCTION. 5. THE TRANSVERSE REINFORCING STEEL SHALL TERMINATE 1-1/2 INCHES FROM THE CONCRETE SURFACES UNLESS OTHERWISE SHOWN ON THE STRUCTURAL DETAIL. 6. EXPOSED EDGES OF CONCRETE MEMBERS SHALL BE ROUNDED OR BEVELED. 7. NO SPLICES IN TRANSVERSE STEEL REINFORCEMENT WILL BE PERMITTED OTHER THAN SHOWN ON THE DRAWING WITHOUT APPROVAL OF THE ENGINEER. NO MORE THAN 2 SPLICES WILL BE PERMITTED IN ANY LONGITUDINAL BAR BETWEEN TRANSVERSE JOINTS. SPLICES SHALL BE STAGGERED. 6. LONGITUDINAL STEEL SHALL BE LAPPED 20 BAR DIAMETERS AT SPLICES. TRANSVERSE STEEL SHALL BE LAPPED 30 DIAMETERS AT SPLICES. . LONGITUDINAL STEEL SHALL BE CONTINOUS AND EXTEND THROUGH ALL CONSTRUCTION JOINTS. 10. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, TRANSVERSE JOINT KEYWAYS (IN BOTH SLABS AND WALLS), AS DETAILED FOR LONGITUDINAL KEYWAYS AT THE BASE OF THE WALLS, SHALL BE PLACED AT THE END OF EACH POUR BUT THE SPACING THEREOF SHALL NOT EXCEED 50 FEET OR BE LESS THAN 10 FEET. SPACING MAY BE DECREASED TO AVOID PROXIMITY TO INLETS. ALL CONSTRUCTION JOINTS IN BOTTOM SLAB, TOP SLAB, AND SIDE WALLS SHALL BE IN THE SAME PLANE. NO STAGGERING OF JOINTS WILL BE PERMITTED. 11. UNLESS OTHERWISE SHOWN ON THE DETAILS, iN CURVED SECTIONS TRANSVERSE BARS SHALL BE PLACED RADIALLY. STRAIGHT TRANSVERSE BARS IN TOP AND BOTTOM SLABS SHALL BE PLACED AS SHOWN ON THE TYPICAL SECTIONS SPACING SHALL BE AT THE CENTERLINE OF CONSTRUCTION. STRAIGHT BARS AND L®BARS IN WALLS SHALL BE SPACED AS SHOWN ON THE TYPICAL SECTIONS, WITH THE SPACING MEASURED BETWEEN THE VERTICAL LEGS OF BARS. 12. AT THE BEGINNING AND ENDING OF ALL POURS, A COMPLETE CURTAIN OF MAIN REINFORCEMENT SHALL BE PLACED THREE INCHES FROM THE TRANSVERSE CONSTRUCTION JOINT. 1. THE VERTICAL WALL STEEL IN INTERIOR WALLS AND IN THE INTERIOR FACE OF THE EXTERIOR WALLS MAY BE SPLICED AT THE CONSTRUCTION JOINT AT THE BASE OF THE WALL. THE SPLICE SHALL BE 20 BAR DIAMETERS IN LENGTH. 14. ALL LONGITUDINAL BARS SHALL BE NO. 4 BARS, SPACING SHALL BE 18" UNLESS OTHERWISE SHOWN. BARS IN THE TOP AND BOTTOM SLABS SHALL BE SPACED SYMMETRICALLY ABOUT THE CENTERLINE. BARS iN THE WALLS SHALL BE SPACED SYMMETRICALLY ABOUT MID ---HEIGHT OF THE WALLS. REV. REVISION DESGRIP110N DATE ENGR. CITY DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT q-� r COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE _ CITY ENGINEER MAY REQUIRE REVISIONS TO THE FLANS TQ BRIM. THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS iN EFFECT. SEAL -ENGINEER ��ppESSIOq%t O r' W F 2 h�. c rn 2 Gary Antonucci No. x.34294.,- >t Exp.9--30-07 / 0,r CAL.(f.� �i L )1�' 1 yu y1<�,'�n 1 ) i h "MR? I f r '11,11"t 1 t t 4 'w >1 1 Will,1. itc tX � 1' y 35501 Vine Street, Suite 120 (951) 7857- 4688 PREPARED BY. GARY ANTONUCCI EXP. DATE. 09-30--07 2"" I 1 m, "p, Riverside, Ca 92507DRAWN BY: O.S. www,tylin.corn DESIGNED BY: A.M.T. R.C.E. N0. C,34294' ' CHECKED BY: DATE. L� / C.V.A. I NTS 2" 1 Aa TRANSVERSE JOINT s NOS t "W21miqual t 7 TOLL FREE 1--800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT "p, Riverside, Ca 92507DRAWN BY: O.S. www,tylin.corn DESIGNED BY: A.M.T. R.C.E. N0. C,34294' ' CHECKED BY: DATE. L� / C.V.A. I NTS 2" 1 Aa TRANSVERSE JOINT s NOS t "W21miqual t 7 TOLL FREE 1--800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT