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CHANNEL SECTION TA. 32+30 TO STA. 34+00 1/2' =1'-0" CHANNEL SIZE SCHEDULE Y,IIZ/ES /3' A,P/ES 5' 45 G.T3 75' TD O' O'TD G.7S' (SEE PLAN) �?EACN W/DTH HE/G N T STA, 32f 00 TO STA. 3Y-t•00 N/A N/A YA,PIES �y 4.5'TO 0' l� � •f— TYPE "A" JO/NT /A� /NYf,�T OEF l/ 33�DO Y �tDO N/A All /.5. P D r STD, 4PRAVG. A0S 34 DO 38+80 /2 4.5' AYE IZ 38+80 " 3-9-,'00 YA,P. /0'TO/0' Y/1R.L.STD6' .ICCESS ,PDAD � �1►�a h 1 b• �� CH•4,YY.7fC D,P,PC3/A�YF,CT CHANNEL O,P PCS INvE,PT �4.L PAl�ED �y if `*.v�S. �� c7P CXEN 0h,14*iVEC L/P TO /S"DFFPX (,CEC'TANCULA,P SEL'T/ON)ACCESS ,P0.4D f / SQ!/A,PE., ,e FENCE PDS,-INSE,QTS ill 4/tA0 YAY. G TO 55' CONSTPUCT T,PAPEZD/DAL C.f,.4NNEL - " ¢/t SO " " 45180 /10 ' 5.5 ' CONSTQUCT T,7ApEZ0/DAL PAMP �' 0 PE,P S.B.C.F.C.D. 5TD PF016". /97ZE PEP S.3.e.F.C'.D. 57D. D,Pi /19ZE It 4S1A0 " " 4G 1D0 /D ' YA-P. 5.5'TD G � TYP/L'•'IL l'HANNE[ O,P #4 9XeS ¢G 1000 STA. 30+45 TO STA. 30+90 PCB EAIZ"O.C• (?ECTANGUL./,�SECT/DN� 3"CCP, , 48tZ0 " " 48+'40 /0' P. L 'TDG.S, 9"F/EGET '�C� 48'1'40 �' N SOt50 /O' G.5' u , SOtSO " /OXG �PCB /O G.S �VAQ/fS ae`Vv- � FUTU,�f 7B",PCP 6 N/Gf/ CH.4/�V UiYJC FENCE VAP/E5 VA,P/ES /B,TD SVA,P/ES 45"' 720 5' ,11111 PLAN) YAP/ES (TYP/CAL) L"' (SEE PLAN ISE,5 PLAN.) (SEE PLAN) CUT -OFF WALL DETAIL _ w 4 9,4P5 I/2 =1 1-011 CITY OF RANCHO CUCAMONGA 1 DETAIL SHEET WIti h ti h ;i FL On/NE O C. YE,�ET E/NFD.PCE�1lENT A.C PANED !�i 0 �y Ot 0 �.5. A. PAYED ,4CCESS ?DAD t !` yo t . ACCESS Z0,4D BERYL—HELLMAN STORM DRAIN f ti CHANNEL DETAILS CONST,PUCT T,PAPEIO/DAL C'HAHNEL PQDY/DE J4,P.4D/US ew HELLMAN AVE. TO STA. 30+45 PEP S:B.C.FC.R STL? PZXIC, 19,l VPST?EAM END OF APPROVED BY DATE STA. 30+90 TO STA. 32+30 DEFLECTD,e wALt s CITY ENGINEER _ __ R.C.E. No. 23889 DESIGN BI MANN a ASSOCIATES RECOMME D DEFLECTOR_ WALL DETAIL B.M./G.B. 1814 COMMERCENTER WEST _ TYPICAL CHANNEL SECTIONS _ - __.--_----.-- -1'_Q" --- DRAWN SUITE A SHEE I 5' G.B. SAN BERNARDINO,CA. 92408 914 12 (714) 885 4309 �— OF CHECKED DRAWING NO. DESCRIPTION OF REVISION DATE �PPROVE D� R.C.E. No. 14326 871 r �- �- `-0'`o' DATE FILE No. SHEET "F" of "N " 4 0 2 g WW4 Itc 41 ruW� CONSTRUCTION NOTES o v la--CONSTRUCT RECTANGULAR C/YANNEL PER DETAIL A ON SH-r v Ax a—CONSTRUCT 66" RCP. a =BEG1N SIDE DY_M0W SMZW Y a oc kl 13 Q Q` R1 � �5� 3o--DELETED , -- 1o,�C tzaot� n v3 ? �� a--CONSTRUCT CATCH BASIN Of PEEP STD. DPWG, V 502. \ P 5a—CONSTRUCT MANHOLE "B" PEEP STD. DPWG. *5//. 1 1 FO a V-41VES A,8,C, D,, s, , -� PROPOSED BLOCK WALL (�1 �, D E L ELEV,4T/DSII "E"A�uD ELEY,4TID�V "S" p CO PROPOSED SIDEWALK fv ��� SFE PLAA! A,tJD PIzOF/LE SHEET o -t / — �Q�ao ©--CONSTRUCT STORM DRAW CLEAN OU#PFI? SAN BE�PNAJPD/NO PROPOSED CUlPB GUTTED / -P�?OPO.SED CU�PB GUTTED 9E G6"NPCP STOQMDjPA/M O `�A COUNTY TeANSPOZTAT/ON DEPT. STD. �p8. ellEXISTING BERYL DRAIN INLET % / � tN 0* Y!'50"W.) �j ` (� �, '4C X: 4"t Y= 5,-4",* V=6 '-8" a GAGING STAT/ON TO BE/j/ 10 �/ 24 2 _ �0 Pr 7o--CONSTIPUCT Z7" IPC P. REMO VIED / �/ _TO OF Z`f/ A EL W.fiLL o %/ 7 O o co F_ °' Vi` ° d�--CONST�PUCT 24".PCP. EPEE ' d O DE�PYL S'' T O O e o-- E ED CONSTiPUCT CUTTE,P DEL T N (No �3 S0 W) t HEADWALL PE/? PEEP STD, DPWG0'303 —CONSTRUCT I8" CSP. [/6 GA.)A0LENGTfl=,f6(o t •xiC,4L T1?A/VS STD ::: :: `:': ` ' (OM/T CUlPB SECT/ON) II�---DEL E7 IL EX/STING 85ryl- b/ d= '!4°!9 e6 R.,90,—) !� r=AVE. STO,P,N DCPA/N srA. 2+/s A / T= 07M' L=53.97 a !J-�. RE/NF0/�ICEMENT FENCE POST/NSE�PT �—DELETED i� % o/w en AND CONCRETE FOR I (TYPICAL) -= —qc'`�-- --- p01 pzoPosFo cotes GUTTER ^ p�S/CN "H"= 10' W/NGWALL I 3�}-CONSTRUCT P/PE CLOSU.PE TYPE "A " PEEP SAN BEPNA,PDINO ,c P POSED CUPB PCOPOSED SIDEWALK-"' (1350 1,7) COUNTY FLOOD CON T�POL DI STE/CT STD DPWG. # 176 . GUTTER .:;_ " �-.�.• • EX/S T S/W @--PROVIDE CONSTRUCT/ON JO/NTS BETWEEN EX/ST/NG 10'xe.' I P11'ED- p, r -- ST�QEET R/W a, / SATE ST0EET R/W $ CCB AND CHANNEL IMP�POVEMENT PE? SAN BERNARD/NO K l7 18 CONCATTE C0AIC�Er CHANNEL �a COUNTY FLOOD CONTFOL D/ST�PICT STD. DPWG. #/65. �� CATE PA70POSFD BLOCK WALL INVERT �� N �• .' N w _� TYPE A JOINT IN INVE�PT AND TYPE C JOINT ON WALLS. Itz).ki °_ �' �� l :: 16 *: S=z4/ 5" 2. 15'/ 5 CONS7'.PUCT MANHOLE "A " PER, STD. D�PWG. X- 9 1 ;'.� �--- Mp 9 N ( }—INSTALL G'H16H CHAIN LINK FENCE PER $AN WRNARoINO EXISTING WALL �� P��til. 4 . acs IO" /i }- I?" COUNTY F4000 CONTROL /J/STRICT 6717, /�W/16 �►/51� ON TO TO REMA/N V h Ga 1 �• `r STA. 'S?t 93.94 E.C. >;=�', / ,� �:�• ✓ ":� O .s OF VE/?TIGL e W4LL CHANNEL e fTEA01y4LL. �o t. STORM p/?.4/N �.=.•. . QJ R� ��' ; o TA 73 13EI?YL 10 ': ►--CONSTRUCT DRIVE A/0/0I?OACH PER 670. DRWC. *30.5 144 ' 00 �. ,�0 T. =r:' INSTALL WALK GATE ANO CHAN. 5TEP5 PER SAN 3E �-- / R NA R IJ/NO Sh COUNTY FL000 CONTROL 019 T RICT STD. O WG 9. /518 A N0 21413 CIO REMOVE EX19T. BERYL AVE. STORM DRAIN INLET o w• 5 RO �yfr // FCD �P/W °) �' G0�5 ��1� CONST,P1jCT SIDE ONfJ�FL d N' JP/L LWAY SECTION A- A �— DELETED 6 * '( t'SEE DETAILS ON SHEET /Z ) �—CONNECT ?7"IPCP LATERAL TO COIVC�PETE CHANNEL PER SAN E �1 BERNARD/NO COUNTY FLOOD CONTQOL D/STIP/CT STD. DPW. EPO A.C.PAYED OvE (,fl ieWS-r FEVs C'E FABIP/C e A80YE CHAN�t/EL —INSTALL I,6"C.S.P UNDERD�PA/N RISERS AT l EO 't O.C. (TO 77m. = Z) � �E� F WALLS AND NEADWALLNF.QOM STA. 54100 1� ALONG 18 " C.S.P. DRAIN ON !'VEST SIDE BFPYL ST. . PER CALTRANS UPSTREAM STD. DPWG. D87-B , 45" .P/SER W/TH COVEPS Yr" GALV! BOLTS AND NUTS W/TH FLAT L OCKWASHERS. LOCATE TOP OF RISEkS \ INSTAL[ 1051.F G'/Y/C11,^WN AT S/DEW,4tr LEVEL. L/NK FENCE ,4S SfiHl AND DETAIL. B 23 CONST�PUC T CONC�PETE COLLAR PEP SAN BE�PN.4�PD COUNTY PE,e S.B.C.F.C'.D, SrD. D,FiY6./siB - - -- _- . 2/'O" _ FLOOD CONTRPOL D/ST.PICT STD. DPWG.w 180 IA'ST/S'!4/DE DBL. O.t'/rE CN4/,V 24 ONST,2UC T LOCAL DEPEESS/ON PES STD. OeIvG. 5/8 r L/NK 0,47E Y .4S 51/DWAl ANh PE,P STD. 0001;:5 /S/8 10. 10 `ACAS E B"N S TA. 58 t 5 3 "CA S E C "^- S TA, 2 86 9E SE.PYL CONNEC T 00101 L/NK TO C/,49/N L/N,r " 67-0-81 FENCE ON 11EADMALC^-TYP/CAL IN5 TA L L /8"L O A16 (PA/SE fENCE F.9B2/C G"aBavE L/GNTwE/CHT ' ' SU2FACE OF SP/LLit�ilY� METAL /N5ERT5 ,. (FENCE PO S TS) # ADD 4 t34R5 A417ALLEL 7`af?G`FNF'dDW.fitt (EL. 1329.0'7) TO TOP OF T/?AN9/TION S COHC. CHANJVEL WALL 5YMME7P/CAL CHANNEL 4 84R5HEAD AT/6V.Cc TRAN91T/ON WALL }' /2 FENCE POST I/VSEIPT y WALL / � � �� � W !'TYP1caL� .: n T YP/CA L / '� G13AR5 ,eT /2O.G. / eo � W / '04 19,4/25 ,4 r /2"O d I 0,161-R .t h UO 5 KE WE0 0 _ IQ -j 21lez1v � � Q Q 4" WEEANOLE3 AER "� \ Q :�:• zt CRA N. CONST. �_ 4' \h / C = - - rl n W 5/3 G.F. C. r✓-. T? /g2 INVERT .70/IV T%I YP) K 01 V k - -21p '`O AT 20'r 'O.G. A N l7 A5 , O m Dlf?ECTED 8Y THE -� EN6/NEEI? C � TO AOF HEQOWALL F0071#6,-) 04 84/?5 AT I8 D.G. G 434 R0 AT /2"O,G �t �4 43AIP49 AT /2"0-12 BOTTOM OF FOOTING HEY ep V A DD 5 8. Z A47OPS NOTE: EC T I O N B - B ON EACH FACE AS SHOWA 116E TYPICAL CHANNEL SECTION FOR CHANNEL DETAIL A TRAN9IT/ON SECTIONS AI<Alfl'O�E,�P,t1tTF 'S � ST. ANANDSERYL 5T. HOT SHOW,v,SEE STD. 208 AT /9 TUSE s rD. 0?05 FOP N. C04EP)PE.P TYPICAL CHANNEL SECTION zr.8. cD/JNTY,QDA�PfPT. STD. DelyG's. STA. 51+79.80 to STA. 55+03.10 ALW*4 ff"S fr3`00•C• co _- ADD -*4 B.4,PS Ar G"0.C. EX/ST/N6.1 PCH RU88LF CONDU/T(PPOTEC T/N PLACE) to CCJNSTEUCT CLEAitI OUT BOX PE.?STD. -e Zog I"X ,TYaUT F,*CE Of _ • Qe O i COAIDU IT in N •v I , I s'�' CITY OF RANCHO CUCAMONGA I E )rt. A►TWALL epee,­-, JIM� A I �'I��ytI /8c.s.P DETAIL SHEET *zap BERYL—HELLMAN STORM DRAIN F ti CHANNEL a STORM DRAIN DETAILS ADD 0¢BA/ZS AT e' 10.C. APPROVED BY DATE - 6 - CITY ENGINEE R.C.E. No. 23889 DESIGNLL MANN a ASSOCIATES RECOMMEND B.M. a G.B. 1814 COMMERCENTER WEST BERYL STORM DRAIN CLEAN—OUT DETAILSUITE A DRGWBN SAN BERNARDINO,CA. 92408 g1HI ! 12 (714) 885 4309 OF CHECKED DRAWING NO. cf, r=R.C.E. No.14326 871 DESCRIPTION OF REVISION DATE APPROVE �,(�, DATE 2 FILE No. SHEET "H" of ..N ,, to VAKIFS lip PARIES tsrr PZAN) _ ffECTAk%VZXR CAANlVEZ rsEILL' ns' —VAR7 S PLAN DETA/L S ON SHT. I i 67A17F' -SLOPE UN'/fOl�Nt Y TO R/W L/NE G�PAaE ACCFSS /fRFd -12" 72" . AS SHOWN ISEE PUN) • M PAVE (A.C) --I(2- . W StepVAR I ES t W N T -_mewrN PDGF OF CONCaETE 6 > h FLOWOA,. SLAB AS SHOWN /TYP) —� --._ *' THICiYt FII OF L271PZ'RETF SLAB AS SHOWN j1TYP.) *4 SA'RS 40 IZ"O.C. fW7MWA'YS) ?J{t CLR. Ip M ':'•y: " I2" (T yP.) /Z 2 (TPP.) 114 SAPS' �11117 /,r O.C MO SECTION A-A TX41V.51 rmw C.F "OAr TrP,dwS/rras C.F F,POAI 8" TO 0'-91697' O" TO /Z"-aIGNT _ "I' CLEdJPLmwwTRANS/T/ONFROM Q' C.F. TO A? C.F-LEFT s ` k: Z 4 INSTALL t7"O ,ZCPLA7ER4L y ._ ISEE DETA/LS ONSHT. 0-SCALE: R I 20 — O 3 N ei 3 2 m \i � • jkolu � i? b - CaffSUCT CATCH AAS/N W W TA14 CaNSTYUCT/G /YlG/Y Z (SEE DETA/L S ON SHT. W h y t 2 p d t Cl 3 CONCRETE QLOCK 23ao WALL k CaAsrRuC7 a'WAPE SIIIEWMAC ti 1. ti t t V It W V V INSTALL /8"Q C.S.P. �C -4 2:'aIV$TRUt`T W C*#7VE S7DEp'AC+t Q _ISEE DETA/LS ON t��y -gfiZ7vFAC'F ore&" L/N�' d.4CXrACf Of COWS L/NL� A.C. 1s.4 CKF.iICF dF 1 Sn� .1:C. PA'YEit/Fii'T Ar Z4 JE COIN5T,PVCT 8 C. G. 1'�yR INSTALL Ag"O // p� �0 /V�(� 1• �ti• Z CONSTRUCT/Z'`C. G. �ij�,�p ISEE DETA/LS OW SN �' / �5'O 1 2A G� ygo /�� Q � h} N 5 o /i/ / - '.IP/tCIPAJ�AP�'dIT JE AZrrYL STREET O / I - / g _ d S - TL7P OF CHARNEL WALL / Fl ° � JD FLOW /,v O'A9' SO"/v> �`' C . ;a G" �' A IRi /Z GUTTFR SFZ?/ON CUM" SECTION COJVSTRUCT STO�P,H D,PA/N 4h // �� �' o / 0 G CLEAN-OUT ISEE DETA/G S °� /�,�r. '�► f / / E3 I w f5 (►� L5 0/ s �1 �Q 0�qp f� a G,I ON SHT. ll ) f' // .s c� i� �' �' 9 ti / -�• s A t 10 a If N Z%z"CLR. 4 BARS �O /E"'a•C jdOTAlYAYS) s A f / ,��. �'� tlf // .� ti 2a �y9 yti 1 ,� CQIVSTRUCT IZ 4 BARS na IZ`0 e. IdDTAWAyS'� Exl5T 9EZYL STORM DPA/M // �N o `'� �� / / `�j 115 ��/ / ��� L, �5 �• 1 ` 15 \ C.#`G. N `.3. I7-A ) - ��1// ��al •c�.cs s� / fti �yrr/ i / s,Y, (• ( 4•F�' ( f y' Thl/CKEN CONC, SLAB ALONG BAC,CFACE of NMY L ------ : .. CONSTRUCT A'C. C. / / r �: .. . 10 •� b4a -�/� 1j•� � � •SZd.Z � �� �, __ ST�YEET,PfN SECT ION C C f• ' SECTION 6-B STwEET &/w `�, W '�'1 - , T OF CaACRETE v / ` b�,��\� `� :,. l5 POWER? POLE CONSTRDCT /I.'WIPE D/W SLOPED WALL F /. (P,s'OTEC7'/N PLAL'E) CONST,PUCT G IY/DE S/DEIIALF /•SEE DETA/LS ON SNIT, CONSTRUCT/G"'AMAr CO➢YCP£TE EX/ST/NC p'ALL 5�•� _ + �' STA. 3t5/�-dEC/N S7DFA'AL�Y BLOCK WALL lP,?OTECT/N PLACE) y ,PETE BLOC,r WALL EZ. 1"s..00 /G" CONC is f'•: s RIGHT C,PADE A,PEA TO TOP Of P8 SLOPED WALL TOP OF `�`, ..`''V 000, com- PUCT GUTTER SECT/ON BETJYEFN CHANNEL WALL AS SHOWN, �_ CONC. HEADWALL ST4. Zt¢Q e STA. .3t S/ PL.lCE 0.25'A.C• PCOM CUPB 4/NE TO /9fh. ST TOP OF CONCTETF SLOPED W ZL / h Et, CONSTRUCT CONCRETE SIDE OVERFLO//' SPILLWAY AS SHOIIA le Ti► tS�F.tO J h END A.C. PAYED ACCESS ROAD 4ND v ✓ b BEC/N CONCRETE SP/L L WAY AP,QON CONS TEDCT Zee 3.75'rZECT• o `/ AS SHOWN CHANNEL /SEE DETAILS ON W NOTE S SAI T. l/ ) / SEE BE,PYL sTREET /MP,ZOYEM.EiVT PLANS FO,P CITY OF RANCHO CUCAMONGA lol �" F.C.D RIA' ADDITION,/1 DETA/!S ON A•C, P/il-'WFNT, CU,Pg It GUTTER, S/DE&eZ KS AND CONCRETE BLOCK � watts. DETAIL SHEET IP,FOTEL'T• /N PLACE) BERYL—HELLMAN STORM GRAIN $FNCH MAPfi SIDE OVERFLOW SPILLWAY N_ SIDE OVERFLOW SPILLWAY PLAN M #.�5, CH,SE�F� �t' TOP f,,�£ yrDP./NT, OPPDS?E .0e,94 HELLAl,4N,4YENUE) O..T5 M/LE SOUTH OF /9711. S;rPEET bELEy /478./09 CONST,PUCT O.ZS'TH/Ck` A,C PAYED APPROVED 8Y DATE - 4-8 ti ACCESS ,ROAD AS SHOWN FROM /9T,N TiPEET TO STA. s4ts0 CITY ENGINEER R.C.E. No. 23889 S y DESIGN BILL MANN a ASSOCIATES RECOMME D B.M. a G.B. 1814 COMMERCENTER WEST DRAWN SUITE A SHEET' SAN BERNARDINO,CA. 92408 G.B. (714) 885 4309 12 OF I P- CHECKED DRAWING NO. DESCRIPTION OF REVISION DATE APPROVE • � I R.C.E. No.�iOp' C•I�/`nt..••� 871DATE FILE No. SHEET DESIGN NOTES GENERAL NOTES TOTAL Specific tions: Designation: DiSTRIcT PUNT E P„stm,tes-Totoi P•o)ect s►•FE. AASHTO dated 1977 with revisions and as supplemented by Bridge Planning and Design Manual. Standard single or multiple box culverts are shown on plans as span Length of culvert Length of culvert times height with maximum cover over roof thus: 8 x 5 RCB with 10' or Sections are designed for culverts where foundations will support the som pressures shown for DBL 10 x 5 RCB with 20', followed by alternatives. fill heights, to 20 maximum. « « CHIEF , OFFICE Or S`�,C URES DESIGN Altemci ives' d or longitudinal bars REGISTERED CIVIL ENGINEER N0. 9013 Earth cover is assumed to be uniform. Single cell: Invert will be sloped unless "trapezoidal invert", "flat invert" or « « Main reinf. transverse For variable transverse cover heights, a special design is required. "V invert" is included in designation. I -0 1-0 JULY i, 1980 Multiple cell: Invert will be vee unless "flat invert" is specified. 4 #4bar « « DATE APP Way" Load Factors: 1.5 D + 1.5E + 2.5 (L+ I) Where D=Dead Load Ends of culvert will be rounded unless "square ends" are designated. 4 (�1 H o ops B 12 - 4 Hoops X12 p bars tot.3 I IF E=Earth Load Parapets will be as shown unless designated in plans. Such designations h= 2 L=Live Load may be different for inlet and outlet ends. « « R = 3" (For Span G8') I =Impact bars tot. 3 Capacity reduction factor is included. Quantities: P — — — 4 (For Span > 8 ) Quantities are for the stoped or vee irnrert and do not include d" bars, R : 6" ►► _ _ _ _ _ _ Loading: nor splices in longitudinal bars, nor temperature reinforcement for exposed roof, p bars tot.3 Normal to parapet Live bad: nor concrete or reinforcement for parapets, cutoff walls or paving notches. Interior Wall HS2Roof: 30% ' ► over, im a r. Reinforcement cement: Wall Inner Wall (Multiple Spon ) imp�t up to 3 c no p Ct above �cove pia Walls: No surcharge Main reinforcement is to be placed transverse or, for curved culverts, radial. "rt: No impact When radial, reinforcing spacing is measured along the t. Stagger splices Single Span Muliple Span Up to 2 cover not shown. Hooks may be rotated or tilted, as necessary, for clearance. PART PLAN -SKEWED Wheel load distribution on the roof is E=4+.06S longitudinally and is concentrated PART SECTION transversely. Wheel load distribution on the invert is 7' longitudinally and uniform Special reinforcement coverage: S =Clear Span over the width of the culvert. Traffic is analyzed parallel to the main (transverse) Box standard plans are not to be used for culverts n a corrosive environment or PARAPET DETAIL reinforcement. where there is a severe abrasive flow condtion or in freeze-thaw locations. Over 2' cover. Parapet "P" Bars " Cover Slab Wheel loads distribution on the roof is uniformly over a square, the sides of which are Special design: Place a I/2 expansion joint " 4t8 max. ° ° 2-0 2-0 2 -0 1.75 times the depth of cover, but not less longitudinally than E. When such areas Required far culverts with conditions, loads or sizes greater than those given on Skew 0 16 31 a maximum of 2 times = r_ g Angle I Span or Height from Remove parapet E from several wheel concentrations overlap, the total bad shall be considered as this plan or the standard tables. Also required for multiple cell culverts with g TO I TO TO P g and hoops flush uniformly distributed over the area defined by the outside limits of the individual areas, unequal spans. For culverts with railroad loading, see the current A.R.E.A. Son 150 300 450 84 but the overall longitudinal dimension shall not exceed the total length qth of the design specification. 4, � #4 � : supporting slab. Neglect live bad when cover is greater than 8' and exceeds distonce between exterior walls. 3 or more cells: 6 �4 414 #5 For culverts with more than two cells, use dimensions and reinforcement for 8' #6 1 I I/ "Exp. jt. filler, secured with Wheel load distribution on the invert is the some as on the roof but not less than 7 the standard double box culvert and adjust quantities accordingly. Existing Existing l 2 longitudinally or the width of the invert transversely. _ 10' #5-- 147 New 1 Construction Construction 8d nails @I I 8max., roof IS walls. Earth load: Construction Earth pressures for two conditions: A07 4% �7 #8 New Construction 140 lbs./cu.ft. vertical, 42 lbs./cu. ft hg ►tal. 14' �'`7F461 'a`9 i 140 lbs tu. ft. vertical, 140 lbs./cu. ft. hHeight horizontal. H t Cover 10' 20' Invert elev. I The horizontal earth pressure shall not be diminished for stab positive monnent, up to 6' 1.0 1.6 PARAPET REINFORCEMENT 11'd►j Remove and splice to '_ Remove and splice to existing 3' cove., .1/ existing longitudinal longitudinal rebar in invert. 8' 1. 1 1.7a = rebar in all members. OPTIONAL ( I'min. cover) Unit stresses . �. �'� lo' 1.2 1.8 CULVERT EXTENSION f'c = 3 IA7kS1 _ x rLPC1.. 12' 1.3 1.9 TYPICAL 3 CELL 20° Skew Maximum f = 60 KS1 . n = 9 14' 1 .4 2.0 End of parapet normal Distribution ''d" bars: to face of parapet. Up to 2 cover Parapet Expressed as a percent of main po0ive- reinforcement required: 100, max. 50% (unless DESIGN BEARING PRESSURE (TSF) T ruff i c 100 traffic longitudinal). 9- RCB � W Over 2' cover #4 g 18" maximum. Detail U44 a U45 `t Manhole (Std. Plan BT- II) Skew `Longitudinal Transverse Shear: Maximum allowable shear, v Maximum shear is taken atc = 3.5 17a distance 'dpfrom the supporting member. "a" or "f " bars Exclusions- 450 Max. Length Compressive reinfort-vment and negative-moment reduction (for continuity) do not apply. ?,, Exterior Wall f: - - - Axial loading on members has not been considered. I-0" �+� Upentnq C For spans B rotate X9'4 Tot. 3 # » » » R TERMINOLOGY , 4 a,Tot.2 b � c bar falls to clear CB E opening. J/1 CONSTRUCTION NOTES t4—wo tt Construction loads: Concrete Barrier Type 25 Strutting required as shown on standard plan "Construction Loads on Culverts" 110 I=2, If necessary Expansion joints: Br. Detail 3- 2 (Std. Plan 80-3) 5'6" Too I '`4 --� GP6 p PART PLAN- SECTION To t. 2 Invert: (No expansion joint within �`G G6 4' of � opening) to-o eorto�, No expanses joints shall be permitted. # 4 n @ 15 Roof and walls: PART PLAN ''`6or-12 6' Long When cover is less than span length - Roof Ti, if (9" Place 1/2" expansion joint filler at 3G't centers outside the paved roadway lanesFinish Grade T ` _ _ _ _ _ _ and place standard bridge detail 3-2 at 30' centers under paved roadway lanes. O "e" bars 5'Cover Maximum "At Grade " Condition shown I or min Ti,if>-9" When cover is more than span length - #4 Transverse, tot. 4 ea. sloe Place 1/2=' expansion joint filler of 30't centers and additional 1/2" expansion joints For spans >18 at locations of change in foundation character, as directed by the engineer. E spread "b"B"c" bar tails I= I mown) E "P" bars, See "PARAPET REINFORCEMEN" table Constuction joints: x or cut, as 'necessary, Finish Grade BARRIER SECTION ( 306 MINIMUM) Temporary joints may be permitted if normal (or radial) to ( of RCB. Otherwise, = o to fit. #4 e 6 �S the contractor is to submit a proposal for consideration. #4 Q 2'-0" Cutoff walls: 4'-0" 2 - #6 4' cutoff walls are to be provided at inlet and/or outlet unless adjacent channel is fined and unless otherwise shown. These walls are to be extended if scour conditions warrant. Invert Earthwork: PART LONGITUDINAL SECTION STATE OF CALIFORNIA See Standard Plan A62-E LONGITUDINAL SECTION BUSINESS AND TRANSPORTATION AGENCY • _ MANHOLE DEPARTMENT OF TRANSPORTATION Backfill: - UTILITY OPENING — WALL See Standard Specifications, except that the difference in level of backfill (against - SPECIAL DETAILS outside walls) shall not exceed 2'. H Height BOX CULVERT OI Adjacent to each side of the opening, place additional bars equivalent to haft of the interrupted main reinforcement. - F MISCELLANEOUS DETAILS- * oRNG. No. 87i , D83 SHEET "L" of "IV SPAN 4 5 6 7 8 HEIGHT 2 3 4 2 3 4 S 3 4 5 6 3 4 S 6 T 4 5 6 T ISTR►C T OkJNT E P_%t%Aotbs-Total P►opect S"f E TOTAL AID SHLETS Maximum Earth Cover ' 10 20 10 201 10 20 10 20 10 20 10 20 10 120 10 120 10 120 10 120 10 20 10 20 10 120 10 120 10 120 10 20 10 20 10 20 10 20 10 20 10 20 Roof T " 7 7 7 7 7 7 71/2 7V2 71/2 71/2 71/2 71/2 71/271/2 8 8 8 8 8 8 8 8 8 9 8 _9 8 9 81/2 9 81/2 9 81/2 91/'2 81/2 91_/2 81/`2 10-8 '/2 10 81/2 1 c Walls - - T2 - 6 6 6 6 6 X61/2 6 6 6 6 6 7 61/2 71/2 6 6 6 7 61/2 71/2 7 81/2 6 6 6 7 61/2 71/"2 7 81/2 8 91/2 6- 7- 6 V2 71/'2 7 81/2 8 91/2 81/2 101 d9��,�L�/ v Invert T3 6 6 6 6 6 .61/2 61/2 7 6 / 7 61/2 7 61/2 7 7 8 7 8 7 8 7 8 8 9 8 9 8 9 8 9 8 9 8 91/ 8 10 8 10 8 10 8 10 CHIEF , OFFICE of s-K�c;uREs DESIGN Spacing 7 7 7 7 7 7 81/2 . 6 8 /251/2 81/2 5 /2 802 51/2 7 /2 5 7 /2 5 7 A2 ' 5 71/ 41/2 61/2 5 6 /2 41x2 61/2 51/2 61/2'51/2 61/2 51/2 6 5 6 5 6 41/2 6 5 6 41/2 REGISTERED cIVIL EkGINEER N'0. 9013 "a" Size Bar 6 6 6 6 6 6 T 6 7 6 7 6 7 6 T 6--f- 7 6 7 6 7 6 7 6 7 6 7 7 7 7 7 7 T 7 7 7 7 7 7 7 T 7 `- -- + - - - - _ - "d " bars for earth covers of 2' and less e Size Bar 4 4 4 5 5 6 4 4 4 4 5 5 6 6 4 4 5 5 6 6 7 6 4 4 5 5 6 6 6 7 7 7 5 5 5 6 6 6 6 7 T 7 t DATE JULY 1119 8 0 Concrete CF/LF 7. 4 7.4 8.4 8.4 9. 4 10. 1 8.9 9. 2 10.0 10.2 11.012.0 12.5 13. 7 11 7 15.9 15.9 18.3 13.7 14.9 14.6 16. 8 16. 1 18. 5 18. 1 21.0 20.723.8 16.4 19. 17. 9 21. 1 19.524. 1 22.126. 24. 130.1 Span 4 5 6 7 8 10 12 14 - - 1 .2.3-12.7 .14.2114.2- - - - Reinforcement lbs/LF 48148 50 +55 58 + 67 58 60 58 68 67 81 82 105 70 81 82 96 97 ' 120 124 146 94 94 105 118 121 147 130 177 160 192 123 151 131 171 137119 8 160 215 192 25 Number 5 6 7 8 9 10 12 16 Lro' SPAN I0 12 14 HEIGHT 5 6 7 8 9 10 6 7 8 19 10 1 1 12 7 8 9 1 1 11 12 13 14 Maximum Earth Cover 10 20 10 20 10 20 10 20 10 120 10 120 10 120 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 Roof _ Ti 8 1012 8 10_/2 8 101/2 8 10 /2 8 10_/x 8 /7 11 81/2 12 81/2 12 81/2_ 12 81/2 12 8_/2 12 91/2 12 9 /2 12 9 /2 14 91/2 14 91/2 14 9 /2 14 10' 14 10 14 10 /2 14 11 14 - o Walls T2 8 8 8 9 8 9 8 I 0 8Ti2 111/ 9Ti2 121/2 8 I 0 81/7 I OT/ 8 l/ 10_Jii 8 / 1 I /2 9 12,12 10/ 13/ I I / 15 9 / 11 9 / 1 I /2 9 / 1 11/2 10 12 101/2 14 11 /2 15 12 / 16 /2 13 2 2 2 2 2 _ 2 2 2 2 2 Invert T 3 8 11 8 1 11 8 11 8 I I 8-11 81/ 11 81/2 12 1 9 121)+2 9 1121,12 9 112 It 9 121,-'2 ,9'/2 13 1 10 13 10 14 /2 10 14/2 10 141/2 10 141/210 114/ 10/21 15 11 15 111/2 15 Spacing 13 12 12 12 11 11 10 1 1 11 10 11 10 9 10 9 10 9 10 8 10 8 10 10 9 9 8 10 ' 9 10 9 10 8 10 8 10 8 8 10 10 10 10 9 c a 04 Size Bar # 6 7 6 7- 6 7 6 7 6 6 6 6 6 7 6 7 6 7 6 7 6 7 6 6 6 6 7 7 7 7 7 7 7 7 7 7 6 7 6 7 6 7 Invert Elevation Size Bar # 6 7 6 7 6 7 6 7 6 6 7 7 6 7 6 7 6 7 6 7 6 7 7 7 6 7 6 7 7 7 T 7 7 7 7 7 6_8 7 8 7 8 E " " - --T ,r � - - - - - - - -- Slope 48=I b Oimenston B 2- 11 2- 11 2- 11 3-0 2- 11 3- 9 2-11 3-92-11 3- 9 2-113-9 3- 1 3-2 3-9 3-9 3-9 3-9 3-7 3-9 3-7 4-4 3-7 4-4 4-4 4-4 2-9 4-2 3-4 4-413-4 4-6 3-414-6 3-6 4-6 3-6 4-6 3-6 4-614-9 6-0 Dinension6BvF" -10 5 -0 _-I 5-0 4-105-0 4-10 5- 0 4-105-0 4-7 4-7 6-0 5-10 6-2 6- 7 6-2 6- 7 4- II 4- II 4-II 4-1I 4-11 4- II 4-4 4-4 6- 5 7-0 7-0 8-4 7-0 8-4 6-016-0 6-06-0 6-0 6-0 5 -0 6 -0 4-6 6-0 _o Size Bar # 6 7 67 6 7 6 7 7 7 7 7 6 7 6 7 6 7 6 7 6 7 7 7 7 7 7 7 7 7L5-105-10 T 7 7 7 7 7 8 8 8 8 8 `- "c" Dimensiol�C - 4 3-4 7-4t4- 8 7-7 4-8 8-2 4-8 7-7 4-8 7- 74-814-413-7 8- 1 5-7 8-1 5-7 8- 1 5 -7 8-1 5-7 8- 1 5-718- 1 5-7 4-0 4 -216-9 6-9 6-0 6-4 8-11 6-4 8-11 6-4 8-11 6-4 8-116-4" -- - SLOPED INVERT Size Bor � 4 4 44 4 4 4 4 4 4 5 5 4 4 4 4 4 4 4 4 4 4 5 5 5 5 4 4 4 4 4 4 4 4 4 4 5 6 6 6 6 6 Concrete CF/LF 21.6 26.8123.0 29.5 24. 31 0 25.6 34. 1 27. 8 37. 7 32. 1 42.3 26. 37.7..2 9 40.1 30. 41 .9 32.2 45. 34.5 49. 40.7 54. 45. 59.9 36. 51.0 37. 8 53.1 39.5 54.9 41.9 58.7 45.9 64.1 49.9 69.5 55. 75- 61.6 81.3 o' Reinforcement lbs/LF 191 '267233 285 26 325 300 339 314 327 36 373 295 362 35 409 365 420 402 413 415 424 44 471 468 534 374 471 449 522 446 587 449 580 492 596 537 605-156416341604,759 . For exposed top, provide0 404 (q7 18 each way (2' lop with _ Spon, S C0 "c" bars ) and adjust quantities "c' 45 dia. lopnow•B• - - _ IF " os "b"J bars - -.00 - i c bars Z ` - Slope 6=1 Slope 4 : 1 "a"U barsCP o "b" bars "c " bars Invert Elevation : Invert Elevation invert levation All-a _ S/4 RCe S/ S/3 o" bars 3/4"n+in F it leis �, _ "a" bars -- - - • Optional Const. A X11 O ; ® ~ ~ ~ 3/4 mM. Fillets 'j1'4 'd ' bars 0. 25 S 1 '� Go r - _ Optional Const. �t. • - --- I I "FLAT INVERT " " V INVERT" "TRAPEZOIDAL INVERT" 0 11 i! -0. 25 S 04 d bars 1C)r Spacing -! ( 1 °t #'4 a is m a x ., 'e" bora ,. _1= I ALTERNATIVE INVERTS I for cover over 2' Spavin 4'4 041100 .� " x`47 e1e ROOF SECTION GENERAL NOTES t � or'1� 45 dia.® - lop bars #4 C' Pte Rce a lemox. SPANS 10' THRU 14' For boxes with Span or Height less than any of those shown in table, Invert similar use next greater size box concrete dimensions and reinforcement. 2"CI. (T . ) 2"Ci. ` Make necessary changes in bar lengths and quantities. Alternative � R C 8 (Trp•) Const. jt. can=t. jt alternative Quantities are approximate and for design purposes only. \ const. �. Z (3) For boxes with Span or Height or cover greater than those shown in " o "nbars� ; �o m tables , a special design is required . "o ' bars const. It. ;o • " b" bars ® ft is permissable to eliminate the 180° hooks on every other bar. "e' bars are at half spacing. #4 S "obars are at half spacing. #r4 4 18 max., typ. � P. . • cn T 1/2 s an I Provide paving notch when top is exposed and when pavement is 2 P 9 o " " CL P.C.C., and adjust quantities. C bars TYPICAL SECTION -SPANS 4 ' THRU B ' 1/2 Spon I T2 pow _ � 4' "s" bars STATE OF CALIFORNIA TYPICAL SECTION SPANS 10 THRU I O BUSINESS AND TRANSPORTATION AGENCY WALL SECTION DEPARTMENT OF TRANSPORTATION SPANS 10' THRU 14' X13) SINGLE BOX CULVERT DRNG. No. 871 D 8v.,.j SHEET "M" O f ~N Use reinforcement for H r 6' 8' /0' LDSTT?ICTJGWNTY ROUTEI Post "ws - Totod Pro $..I, ,c; Toe of Slope --Top of W0// h� T Detail Y o Fill NOTE • I o ,, O Sly Where /rP / surcharge exceeds I CHIEF ENGINEER - PLANNING BRANCH k ko �� �F " 5 , use Type 2 Retaining Wcl/. REGISTERED CME ENGINEER NO. 9013 ZTop of footing /-O Match 5 '4Mhx for l%:/l%:/ 611 slopes, i I, ro t unlimited for slopes APPROVED JULY 1 . 1980 O � le pl° � i ��� Optional Footing Lines s 4 Along top , p 9 e flatter than of wall. rLoy Fill/ e Gutter or Shoulder N out L Ine O " M o ht 5'M►ox for " N " ; An /e of f/ore" ,� / D /% / Fill Sl 2 C/. N g .� 3 4 Along top nim mss' -- of wall. u ted for , -- V flatter thlcn 1//2 Gut ter or Shari/der " " r-- T YP/CAL LAYOUT EXAMPLE N=/6' Vertico/ Vertical Batter E/ev. o :4 /8 "c "Bons H=/4 '4 aC�/8 "c 'V Bars 1 H=/ a �4�3s '�4�3s T YPE C " H=/ c bons ♦Z c Hr// ,. •a " Extend a// longitudinal udinal bars in " " N 2 c% O ort C Bars 9 . box walls 2 -O into win s exce t Figures of top of c born H=/ v 2 C/. g , p Indicates distance from H=g. O , , / Or. Det 3-/ e615'_! ctrs. where expansion joint occurs. Short c Bars 2 c/ top of footing to upper / above avts�de gror�nd.— " H=8' _ _ __ See Standard Plan _-_ Detail X end of c bons. � °� BO-3 H-=7 �0 35 did. vertical unless adjacent 35 dio. � - �o - Construction pint � ; - y_6- to battered section,then s =V a a match :V N N / H=5 s p N -- d bars N d bars It W H=4 p '';� a' _ Angle of R= r3 ,(olmit if angle of flare s less than "4,Tot. 7 P =d M 'Q, Tot. 7 v /'0' S fore '� N 30°) " N �" 8� w/3 TYPE B p Short c bars `'� w/3 �� OD C B C B � . W t 111111111 111 111 �11 1 11111111 111 111 1111 111 1 Poe W Toe of slope N ff PLAN 2d /4' /O� 7 " 7%' 8" 6" /5 /5' /3' // T YPI CA L SEC TION T YP/CAL E T Elev 0" TYPE A where design"H exceeds 9"or length of z SEC /ON _._._ __ _ �tx , _ , , , wingwn/l exceeds /.5 "H;place /? Exp. H - 4 T H R U /2 H=/J ' T H RU 16' ✓oint Filler of junction of a box and wall. min. REINFORCED CONCRE TE W/NG WQ L L S 1%J" H " 4 5 6 7 8 9 /O / / /2 /3 /4 /5 /6 ' / / „ i // i ,/ , - / / . / 3_•4 iInside W 32 3-8 4-2 4-8 5-2 5 -8 6-2 6-8 7 2 7-8 8-2 8 8 9 2 Porooet 3 0 min. , ravedhn�e9C /-O /-2 /- 4 /-6 /-8 /-/O 2-0 2-2 2-4 2-6 2-8 2-/ 3-0 B 2'2 26 2 /013 2 3-6�3-/O 14-2 4 -6 4-1O 5-P5-6 5-/O 6-2 F -- - - - -- - --- l /, /2Molchzzt C, Bolter - -- --- None -- % ; /2 - e� ground / /10” -i a i a / a i i- a i / i / a �S line S - �-o Po ,�_0 /-� /-0 /-O /-0 /-0 /-O l-6%p l-7 /-7%? /-8 / �� ------ - t c Bars 4&24 41618 5Cd2O 56 /4 5@1O 5�'7 6�7i¢ 70 7@ 6 9015 /O0l /06)1 1001 � � 0 � O d Bors 4�24t4� /8'"5@2O 56)/4�5f/ '��/ 7 15 8 �/ 7�/2 8 15 99/5 9@13"9@11 4J �/2 - 5 Conc. c%.F! 0.32 0.38 0.440.49 055 --061 67 + 0. 73 10. 79 + /. 02 /. /0 + 1. 18 + e 2'O~m%n. �Moy be varied by Engineer to - - - �- - + -- e inf. IbI/. . /3 /6 /9 25 30 37 49 � 62 76 73 90 /04 /25 Ouontities do not include that portion above the design H limitDET�4IL X B suit conditions in the fie/d. END EL E VA TION Design Notes - 4 �'12 TYPE /A '/ TYPE "B Unit Stresses fs =?4,,000p.s. i, fc _/,,300 p.s.i, n =/O ?!° 3" •,¢ '4 �l2 5'O'max. STRAIGHT WIN G WA L L S Maximum Toe Pressure = I%2 Tons /sq. ft. 4 l2— I ,� . ,\ 4 Elevations, length and angle of f/ore of wings may t AW be varied by the Engineer to suit conditions encountered I,6//I STATE OF CALIFORNIA in the field. Walls designed for 2 /ivelood surcharge, ��I /2 :/ sloping surcharge not to exceed 5'in a/evot/on BUSINESS AND TRANSPORTATION AGENCY p g g ELEVAT/ON DEPARTMENT OF TRANSPORTATION plus 2' livelood surcharge, or unlimited 2.'/ surcharge. Dimensions "H;' "L ;' "M " "N; E/ev "a "and "Ang/e of flare " A'4 LO 18 ctrs. (as apply) are shown on the plans . BOX CULVERT Wa// hei ht ma be exceeded b 6"before oin to next renter "H" � W (14) Eliminate cut-off wall If odjocent charnel is paved and skew isDETA/L Y TYPES 11 11 11 A B11 a 11C11 DRNG. No.871 20 °maximum. 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