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Home My WebLink About5503-6LB/LF b c we I*** SOIL PRESSURE (N a Se, Mo+e S aw See Note 6 NMM s , has 10 00 OPTIONAL Const J+_ 4.512.4 27112961278133313411x61359140614261469 13.71 4.713.814.7 3.6 14.8 1 3.614.913.914.9 SEE NOTE ! Y.• m.. r.,,vw I \ o.oc 4.712.4 j 4.612.4 3.7 T' s. BARS NOTE 7 SEE NOTE 7'1:1 - *5 Q 6 12 s4 6 12 Max Cast it 0, Typ 6M O 100 mm) OC OR ■�■/'��1 Mask �X1 ��Is 6X IBM A PLAN (SHAFT NOT SHOWN) SECTION A - A MANHOLE FRAME AND COVER PER SPPWC 630 r MANHOLE SHAFT PER SPPWC 324 5• x 2"(125 mm x 50 mer PIPE SEAT --- OMIT FILLET _� UNDER SHAFT 7' 175 m sTEPs SECTION B - B M • Iz Now - I 1 •C" 1 S/2 _ TYPICAL SECTION SPANS 10' THRU 14' N PROJECT 4SIDE OF " -5 F SIZE SHOWN (2.1 F0� TRANS4" ISE STEEL' BUT NOT SMALLER THAN g5 (#161y BARS. WARP THESE BARS UNDER BARS THAT HAVE BEEN CUT FOR SHAFT OPENING STREET GRADE CONCRETE RINGS PER SPPWC 324 5"x 1" 125x 25 mm mm RING SEAT l ' OMIT FILLT J PAVED STREET SECTION---MAX--7 UNDER SHAEFT MAX MIN Y 175 mm B - B - 7-10 1/2' (887 Ran) STEPS r GRADE SECTION C - C USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC Iles r, SEE NOTE 1 N m 10 r 16' d/z 16 d/i 16' 1t"' tY 12 19' 12" tr 2 F Z 12' W •a.,U BMS-1J,IL. s, ALTERNATIVE INVERTS W N sPAclOTES: SLOPE TABLE OF VALUES FOR M (SEE Now 1) PAVED STREET SECTION---MAX--7 UNPAVED STREET MAX MIN MAX MIN B - B - 7-10 1/2' (887 Ran) - 3'-8' (1060 mm C - C 11" (282 mm) 18 1/2' (217 Men) 18'(410 mm) 5" (380 mm) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMULMtABV1116 MANHOLE CONCRETE STANDARD PLAN SOC: MR,14'TCalrTl'a M& BOX STORM DRAIN 323-2 ;� „a, ty( 19' tYz 11" 1 2yi 6yi Jyz 11/i - MALLS T2 81/4" Byi Byj Byt" 0/x' USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUC Iles r, I 1601 1411173119611x1161615611171114174712'6 �197�252 2.5 4.7 2.6 4.6 2.4 4.6 2.5 4.7 2.6 47 2.6 4.6 C �, ,eCusTESD <I viL ErwesEw "d" BARS FOR EARTH COVERS UP TO AND INCLUDING 10'-0" SPAN 1 4' 1 5' 1 6' 1 7' 8' f0' 12' 14' NUMBER T B 9 10 11 12 15 20 S7 4.560.1 1T 65.651.7 1.855.77.T 60. 14.2 K.991. 73.4 101 529 KT 595 467 808 526 632 633'1 651 670 717 688 737174718611 ! 1.9 13.514.9 13.5 14.913.5 15.013.6 15.1 3.8 5.1 3.i 5.2 J.7 5.3 j'SPAN, I I i SLOPE 6: x INVERT INVERT 'D" BANS "c" BARS STANDARD PLAN SHE M NHO - CONCRETE323-2 SOX STRORM DRAIN TI oYz Syx Oyx Syi 0'/; Syi OYz SYi _d/i 5Yz OYz' SYx IYL 19' IYi Ir 12' 10' 7yt 11" 15' 811/x' 9Sri' By{ Oyer IY2 19" IYz' 19' tYi it r tr 70" 3yt 11' 15' ty( 19' tYz 11" 1 2yi 6yi Jyz 11/i - MALLS T2 81/4" Byi Byj Byt" 0/x' r r, I N SLOPE0 NINVERf7 10 r 16' d/z 16 d/i 16' 1t"' tY 12 19' 12" tr It" FLAT INVERT V INVERT Z 12' sP71cINc •a.,U BMS-1J,IL. s, ALTERNATIVE INVERTS I sPAclOTES: SLOPE r G a/t 9y2" r r r r ar 71/i N 'D" BANS "c" BARS STANDARD PLAN SHE M NHO - CONCRETE323-2 SOX STRORM DRAIN TI oYz Syx Oyx Syi 0'/; Syi OYz SYi _d/i 5Yz OYz' SYx IYL 19' IYi Ir 12' 10' 7yt 11" 15' 811/x' 9Sri' By{ Oyer IY2 19" IYz' 19' tYi it r tr 70" 3yt 11' 15' ty( 19' tYz 11" 1 2yi 6yi Jyz 11/i - MALLS T2 81/4" Byi Byj Byt" 0/x' r r, I si� s r TRAPEZOIDAL INVERT 10 r 16' d/z 16 d/i 16' 1t"' tY 12 19' 12" tr It" FLAT INVERT V INVERT Z 12' sP71cINc •a.,U BMS-1J,IL. s, ALTERNATIVE INVERTS I sPAclOTES: 10' r G a/t 9y2" r r r r ar 71/i 1. Far box" with span or helght less than my of those shown In tmle, m ROOF SECTION use neer+ greater Size ban concrete dlmwslons and rel Morcelmt. &aha 0 SPANS 10' THRU 14' necessary Chang" In bar lengths and quantities. "q" SIZE BAR COVER OVER 101,-0" 2. Qum+l+les are approximate and fa' design purposes mly. fT INVERT SIMILAR 3. For boxes With span ar height or Cover greater than those Kohn In s7 s7 s7 fT s7 si s7 IT +ml«, a special design Is required. N s7 sT s7 fi 4. It Is permissible to alloinate the 180• hooK* an every other bar. iT " C ALTERNATIVE S 5. "a" bore ore at holf spacing (spons to'- 14' only). K K A K 01 K sT K 'b" BARS B. 'a' bas ors at half spacing (spar 10'- 14' only). aT sT ES *T i7 iT K p it 7. Provide paying notch When top 1s exposed and wi an pavement Is U 'd SIZE BAR • g q p N N N concrete, and adjust quantities. N q q IL N M M p M M I. For design ane ,bulla not shown, s« Stannard Plan D82. N p "' I "p" BARS "f"SP. BARS 1. For exposed top, provide $4 6 12 each way, lop 'c" bare 2'-0• ar -� SPAN, S a use full spm IMgih. od •C• BARS 10. Sall preselrw shown aro factored per AASHTO LRF8 and Include Mll Might of fill over box, "if Might of box and live load where applicable. •e" BMS STATE OF CALIFORNIA SEE NOTE 5 DEPARTMENT OF TRANSPORTATION WALL SECTION CASTAN-PLACE SPANS 10' THRU 14' REINFORCED CONCRETE SINGLE BOX CULVERT NO SCALE D8O NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10 1/2" (867 mm) FOR PAVED STREETS OR S-6" (1060 mm) FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C, 2. STATIONS OF MANHOLES SHOWN ON. PLANS, APPLY AT CENTERLINE LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT. 3. REINFORCEMENT SHALL CONFORM TO ASTM A 615, .GRADE 40 {ASTM A 615M, GRADE 300), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRFTP SURFACES UNLESS OTHERWISE SHOWN, 4. STEPS SI4ALL'CONFORM TO SPPWC 639 OR 636, UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" (350 mm) TO 15" (375 mm) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" (600 mm) ABOVE THE INVERT. S. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 6. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 7, WHERE A MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 326.. S. WHERE A PRESSURE MANHOLE SHAFT -WITH ECCENTRIC REDUCER 19 SPECIFIED REFER TO SPPWC 328. 9. WHERE A PRESSURE MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329, 19. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 328 MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -WITH ECCENTRIC 329 PRESSURE MANHOLE. SHAFT - 36" (900 mm) WITHOUT REDUCER 630 24* (600 mm) MANHOLE FRAME AND COVER 633 38 (900 mm) MANHOLE FRAME AND COVER 835 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN SHE M NHO - CONCRETE323-2 SOX STRORM DRAIN C O U CF/LF 114.1115.1115.911 202 c SIZE BAR K K N K O5 16 _p i5 K K K K K K K K "V In Y ttAnch 1-9 2-7 2-0 2-9 2-3 2-! 2-7 }I 2-7 3-1 2-7 3-1 2-7 7-1 3-0 3-2 let 'Mf ft -Inch 4-0 4-114-0 4-114-0 4-11 4-0 4-1 4-0 -11 4-0 4-11 4-1 J-2 4-1 3-4 SIZE BAB K K K K K K K _K sT K sT K K K K K •c• to 'r fi-Incl t"1 2-9 3-9 13 4-6 4-3 S-6 4-0 6-0 .4 9 6-0 4-9 1 3-T 4-6 t4 SIZE BAR N N p N 114 414 IN p 84 g 1 K 1 K It N*4 84 N z w CONCRETE CF/LF 49.1 68.4 SIJ TI.9 53.2 75.1 56.1 K.8 60.1 .1 4.4 92.5 J.6 SIIA .7 91.4 1 <r - a- REINFORCEMENT LB/LF 19J 520 427 542 473 538 5D9 559 534 599 566 636 563 616 564 711 0 Ufa SOIL PRESSURE (kef) 2.8 4.8 2.814.9.2.9 14.912.9 4.9 29 4.9 2.9 5.0 12.814.812.614.9 a See Note 5 ■o Seo Note / 'd" BARS FOR EARTH COVERS UA TO AND INCLUDING 10'-0" a ROOF TI oYz Syx Oyx Syi 0'/; Syi OYz SYi _d/i 5Yz OYz' SYx IYL 19' IYi Ir 12' 10' 7yt 11" 15' 811/x' 9Sri' By{ Oyer IY2 19" IYz' 19' tYi it r tr 70" 3yt 11' 15' ty( 19' tYz 11" 1 2yi 6yi Jyz 11/i - MALLS T2 81/4" Byi Byj Byt" 0/x' r r, I INVERT T3 Oyz 16° oyer 16' 0/x 1601/z 01/i 16' d/z 16 d/i 16' 1t"' tY 12 19' 12" tr It" 19' 12" lr It" 19' 12' 19' i •a.,U BMS-1J,IL. s, SPACING I It" Ty{ oyz 7yi 1r r 10' r 14/1 r a/t 9y2" r r r r ar 71/i r iy{ Byz" 7yt 81/i' r 8y2 r 8 K K K K a7 fT $1 s7 *7 "q" SIZE BAR COVER OVER 101,-0" h fT ii 87 N f7 fT i7 sT s7 s7 s7 s7 fT s7 si s7 IT ST N s7 sT s7 fi ,7 iT " C ALTERNATIVE S 'f" SIZE BAR K K A K 01 K sT K *i K $7 K s7 K s7 K aT sT 87 *T i7 iT K p it K am 'd SIZE BAR g q p N N N N N q q M K M M q N N M M p M M M p N p c SIZE BAR K K N K O5 16 _p i5 K K K K K K K K "V In Y ttAnch 1-9 2-7 2-0 2-9 2-3 2-! 2-7 }I 2-7 3-1 2-7 3-1 2-7 7-1 3-0 3-2 let 'Mf ft -Inch 4-0 4-114-0 4-114-0 4-11 4-0 4-1 4-0 -11 4-0 4-11 4-1 J-2 4-1 3-4 SIZE BAB K K K K K K K _K sT K sT K K K K K •c• to 'r fi-Incl t"1 2-9 3-9 13 4-6 4-3 S-6 4-0 6-0 .4 9 6-0 4-9 1 3-T 4-6 t4 SIZE BAR N N p N 114 414 IN p 84 g 1 K 1 K It N*4 84 N z w CONCRETE CF/LF 49.1 68.4 SIJ TI.9 53.2 75.1 56.1 K.8 60.1 .1 4.4 92.5 J.6 SIIA .7 91.4 1 <r - a- REINFORCEMENT LB/LF 19J 520 427 542 473 538 5D9 559 534 599 566 636 563 616 564 711 0 Ufa SOIL PRESSURE (kef) 2.8 4.8 2.814.9.2.9 14.912.9 4.9 29 4.9 2.9 5.0 12.814.812.614.9 a See Note 5 ■o Seo Note / 'd" BARS FOR EARTH COVERS UA TO AND INCLUDING 10'-0" SPAM 4' S' 6' T' 8' 10' 12' 11' NUMBER 5 6 1 10 13 1, 16 19 c 1 I "g" BARS 2" Cir TYP "f" BAR II mil � p(�xIONAL) "f•^BM5 "a" BARS %; SPAMSPACING I ROOF SECTION SPANS 4' THRU 8' •, INVERT SIMILAR ` 1:1 •e BARS, SEE NOTE 5 SEE NOTE 6 M 6 12 ALTERNA Corot Oast fERIOR WALL SECT. SPANS 4'THRU 8' W„ JY t RCB T ALTERNATIVE s, 1. For boxee With span or height less +Mn marsyy of those savers In tmle, use nett Breathe aiz" box concrete Olmweim* all relMora meth. Yaks necweary changes In Dar lengths and quantltIm. 2. For Dox« Lth wpm ar MIMt or cover arwisr than those ahoM In tans«, a apwial ign Is rod. iT si *7 267 345130113761317139013591406 378 4.2 2.914.213.014.313.014.311A 4.4 6-5 14' e" r, I 11' 1 12' 1 13' 14' 20' 10' 20' fir 120'110' 20' 10' 20' 01/i 17" 01/z 1J° yi 13' d/i 1t" i IS` 2y2 7yi 8yi 15' 20' fiyi 22" �i Min FILLET !*4 fyi3yz r_ concrete, xwld ed7uet xiarltlti«. 7. For design and Osiolls hot shown, e« StandaV Plan M. •a.,U BMS-1J,IL. s, a/z_" r Byz" r r r V. a I K K p IW K K p -W6. 0.25 5 *4 •d BARS OR 0.25 S _« 1 King neo«Say mr sld lu,tnts. 9.Soil prsaaures showrn are factored per AASHTO LWO •12 0 012 Ymz g ( orad Inoluds soil aei9h+ 01 fill over Dozy Mii Mlpst of Dox and live loan when applicmia. M •4 • 12. FOR -'-•-. K K K K a7 fT $1 s7 *7 1 COVER OVER 101,-0" 1-0 4-74-4 4-7 4-11 5-3 4-11 5-7 4-t st RCB »5 C 6 12 x »4 6 12 Max i " C ALTERNATIVE S YF Cons+ Jt i TIYE "e''J, SEE Cxxet J ]WENT AID 1 INVERT Eley12 am LNDTES AND BM5 f I "p" BARS "f"SP. BARS T2 -� SPAN, S 1 TYILAL JtL I I1JN SPANS 4'THRU 8' 715 7001764 671967 804 890 TN 178 715 11121 019129 19 4.9 12.814.912.9 15.0 12.9 15.012.6 14.8 12.8 14.9 2r Cir Typ-1 •4 • 12 1 'f. v BARS, I : BARS I.r EDwn.�s IIWTE IIEOISIEISD C,Y�L EMDIxEEa M 06*4*6N*5 p K 84 NOTES: _- T ALTERNATIVE s6 K *6 K K K sT as sl I6.7 36.850.439.9 5.243.259.947.766.0 1. For boxee With span or height less +Mn marsyy of those savers In tmle, use nett Breathe aiz" box concrete Olmweim* all relMora meth. Yaks necweary changes In Dar lengths and quantltIm. 2. For Dox« Lth wpm ar MIMt or cover arwisr than those ahoM In tans«, a apwial ign Is rod. iT si *7 267 345130113761317139013591406 378 4.2 2.914.213.014.313.014.311A 4.4 6-5 14' 3. 4aantltles are apprazMonte and far design purpoom only. 4, It to pe IsIslbl, to al lalme the 1Be Iloaks an every other 's` IsW. S. "e• bon we at MY spacing. r, ' 11' 1 12' 1 13' 14' 20' 10' 20' fir 120'110' 20' 10' 20' 01/i 17" 01/z 1J° yi 13' d/i 1t" i IS` 2y2 7yi 8yi 15' 20' fiyi 22" 6. reside pw1n9 n�ta7T�� efen taopp is exposed and w11sn pwesen+ �, !*4 fyi3yz -tY 11/z 3yi IYi 3yi IYz 3yz ?t Y,' concrete, xwld ed7uet xiarltlti«. 7. For design and Osiolls hot shown, e« StandaV Plan M. r' a/z_" r Byz" r r r V. a 11 K K p IW K K p -W6. This plan sheet my be used for oultiple 4x•11 Gunel by N _« s7 K OT K s7 K s7 N King neo«Say mr sld lu,tnts. 9.Soil prsaaures showrn are factored per AASHTO LWO 0 i g q q q q q M q N orad Inoluds soil aei9h+ 01 fill over Dozy Mii Mlpst of Dox and live loan when applicmia. fJ1 K K K K a7 fT $1 s7 *7 1 1-0 4-74-4 4-7 4-11 5-3 4-11 5-7 4-t st RCB N 5-0 4-9 SE t-9 6-2 5-2 6-2 5-2 6-2 T ALTERNATIVE a7 sT iT f7 iT si *7 i8 K lip 6-5 1 6-16 y r, 6' g p M K s5 K K K K Z »5 _»5 t6 0' !*4 INVERT Elev )'f Min FILLET "d BARS 0.25 5 s4 •d• BARS. OR •4.12 Max 0 6 12, FOR COVER OVER 10'-0' *4&12 Max J.TERNATIVE Cans+ J+ »4 612 Max Cane+ it _KERS EIw 'o'eMs La. as.z \I -f- BARS %' BMs '•_'11 SPAN, 5 TYPICAL SECTION SPANS 10'THRU 14' 964 1120 980 119110951269 FLAT 2.9 5.0 22.9 .9 5.0 2.95.0 2.91 5.7 'oft BA + 6" Cs 1 ` e+ Jt "a' BA BARs , SEE NOTE 6 iy IONAt I- 0.25 S m I, • 12 Max tet � 5612 a T ALTERNATIVE SKEW SPAN 0' L TO 15' C-INGG SPACING lip •r DR t• sots y r, 964 1120 980 119110951269 FLAT 2.9 5.0 22.9 .9 5.0 2.95.0 2.91 5.7 'oft BA + 6" Cs 1 ` e+ Jt "a' BA BARs , SEE NOTE 6 iy IONAt I- 0.25 S m I, • 12 Max tet � 5612 'b BARS *4 6 12 Moss- "a" oss•e• BARS a a SEE NOTE 5 ALTERNATIVE H "c' BMS Const Jt- 'i BARS, SEE NOTE 5 Conant Jt EXTERIOR WALL SECTION SPANS 10'THRU 14' STATE OF CALIFORNIA L DEPARTMENT OF TRANSPORTATION r G!B" CASTAN-PLACE Tz REINFORCED CONCRETE DOUBLE BOX CULVERT NO SCALE F D1 DESIGN NOTES: GENERAL NOTES: C0�""Y Pg1LE •� • T z vawECl x". s,ecrs Designation! LENDTN ar LENGTH OF Design Strclfi ridge: CULVERT CULVERT AASH TO timLRFDwith Design Speelfio ndso Stannard eilgls or multiple box culverts are moors an 6th Fditlm rlth Callfornla Aernde,mts. Dlaespm tlaee height with moxlmua rover over 1'-0" _ ��j'IiId,.tHdY rp,rsz Loading: roof Zis1 /' x 5' RCB with 10' w `p BARS V-0" •p• BMS TOTAL 3 RECISTE CIVIL ENDI SEw Live IoodT [AASHTO LRFD 3.6.1.2) double 10' x 5' RCB atth 20', follow" by {pTAL ff61 e HL -93 consists of design truck or alternatives. design tandem am dvelgn Ione load. Alternatives: •4 d MOPS • October 30 _2015_-._Impcot Fantat (Apply to roof aim only) Single mill Invert will be sloped unless •trapezoidal 6 12 i vvurvz �rrxov,.. DATE _7t". 3311.0-0.1250,)x0% (MSHTO LWD 3.6.2.2) Invert", "f lot Inver+'or "V IvertIs Included In -"p"BARS TOTAL 3DE _miniaun depth of worth cover d«Igratlon. R=6'Earf11 loednWltiple cell: Irwer+ sill De Wes unless 'flat inert' la Rte• _ Earth prom) for the conditional specHied. Ends of culvert will be rounded unless •p BARS6' NORMAL 140 pcf vertical, 42 pef horizontal square oras" are designated. Parapets sit be as TOTAL 3TO PARAPET 140 pCf Verilool, 140 pcf horizontal shown unnes designated In plane. Such d«lgnatlar BALL INNER BALL A Exp it Load Factorae hay be differant far Inlet and outlet eras. LOCATE ExD Jt WITHIN A Max OF 2 AASHTO LRFD Table 3.4.1.1 B Table 7.4.1.2 Ouontities: SINGLE SPAN MULTI LE SPAN TIMES SPM OR 2 TIMES HEIGHT Unit streeees: 01.+Itiw do not Include the following: FROM THIS CONSTRUCTION JOINT f:. 3600 pal •Cocret" for parapet, pa`'ing notch°" and cut-off emit' PARAPET DETAIL h. 60 OOO psi •Rein « forcront far 2X splices, parapets, paving notches, COVE' SLAB OleMicutlm 'd Dares • Clear spm (rt) 142 0' 2'-0" 2'-0" 114 6 Max cut-off Wall and additional required bars, far exposed s fop slab (D-80, Note 91. a . 12 co*Ine ekes angle REMOVE ►ARAP1E'CTY 6' Yin W +o and Including 10'-r cover Rsinf rmem+ placement: h • Height, V-0' Yin �' 11ooPc F � YC Eno Jt Exproea ae a percentoge wN main poeltlw Bola relMarcement Ie to M placed trmavereel or, ILLEtir SECURED ro nforcoaenf required! 100 , Wx 50X, P Y f5 for curved culverts, radially. When radial, reinforcing i f WITH 80 NAILS Over 10'-0' twat. epcoing of rho 'a', f sed "g" Dan i* Inmewed along Ma » 4 6 t2 maxiszr the centerline. Stagger splices not shown. Hooks Byars A Y•W may be rotated W tilted, M necessary, far clearance. .. 42.14�N600 At �-)b.d.e4.OJ eb.0. pounds) Special reinforcement coverage[ V. shell not a less than 7.00 Jf,'6.0. for lrxr Box standard piano ars rat M be used for culverts In a corrosive mviroranm+ ar whore there Is a seven WARIbW* ad 2.5Jf:b.d, far simply supported assessors. mroolve flow condition or In freaze-thew locations. Special design; Required for culverts with conditions, food" design bears Exoepros es r 9 M reduction ( rolMarcemtht and negative sa*en+ pressures la sizes 080 greater than those given as thpe ppm a Axial loading nor ambers do not been culverts with unequal 6 DRI. Also required for h mill cell Axial loedlrg an eembere has not own ocslbr". culverts with uxegal epane. For culverts with railroad P R a T ALTERNATIVE SKEW SPAN 0' L TO 15' C-INGG SPACING v •r DR t• sots y r, 6' r II II INVERT SIMILAR "r BARS Z 'b BARS *4 6 12 Moss- "a" oss•e• BARS a a SEE NOTE 5 ALTERNATIVE H "c' BMS Const Jt- 'i BARS, SEE NOTE 5 Conant Jt EXTERIOR WALL SECTION SPANS 10'THRU 14' STATE OF CALIFORNIA L DEPARTMENT OF TRANSPORTATION r G!B" CASTAN-PLACE Tz REINFORCED CONCRETE DOUBLE BOX CULVERT NO SCALE F D1 DESIGN NOTES: GENERAL NOTES: C0�""Y Pg1LE •� • T z vawECl x". s,ecrs Designation! LENDTN ar LENGTH OF Design Strclfi ridge: CULVERT CULVERT AASH TO timLRFDwith Design Speelfio ndso Stannard eilgls or multiple box culverts are moors an 6th Fditlm rlth Callfornla Aernde,mts. Dlaespm tlaee height with moxlmua rover over 1'-0" _ ��j'IiId,.tHdY rp,rsz Loading: roof Zis1 /' x 5' RCB with 10' w `p BARS V-0" •p• BMS TOTAL 3 RECISTE CIVIL ENDI SEw Live IoodT [AASHTO LRFD 3.6.1.2) double 10' x 5' RCB atth 20', follow" by {pTAL ff61 e HL -93 consists of design truck or alternatives. design tandem am dvelgn Ione load. Alternatives: •4 d MOPS • October 30 _2015_-._Impcot Fantat (Apply to roof aim only) Single mill Invert will be sloped unless •trapezoidal 6 12 i vvurvz �rrxov,.. DATE _7t". 3311.0-0.1250,)x0% (MSHTO LWD 3.6.2.2) Invert", "f lot Inver+'or "V IvertIs Included In -"p"BARS TOTAL 3DE _miniaun depth of worth cover d«Igratlon. R=6'Earf11 loednWltiple cell: Irwer+ sill De Wes unless 'flat inert' la Rte• _ Earth prom) for the conditional specHied. Ends of culvert will be rounded unless •p BARS6' NORMAL 140 pcf vertical, 42 pef horizontal square oras" are designated. Parapets sit be as TOTAL 3TO PARAPET 140 pCf Verilool, 140 pcf horizontal shown unnes designated In plane. Such d«lgnatlar BALL INNER BALL A Exp it Load Factorae hay be differant far Inlet and outlet eras. LOCATE ExD Jt WITHIN A Max OF 2 AASHTO LRFD Table 3.4.1.1 B Table 7.4.1.2 Ouontities: SINGLE SPAN MULTI LE SPAN TIMES SPM OR 2 TIMES HEIGHT Unit streeees: 01.+Itiw do not Include the following: FROM THIS CONSTRUCTION JOINT f:. 3600 pal •Cocret" for parapet, pa`'ing notch°" and cut-off emit' PARAPET DETAIL h. 60 OOO psi •Rein « forcront far 2X splices, parapets, paving notches, COVE' SLAB OleMicutlm 'd Dares • Clear spm (rt) 142 0' 2'-0" 2'-0" 114 6 Max cut-off Wall and additional required bars, far exposed s fop slab (D-80, Note 91. a . 12 co*Ine ekes angle REMOVE ►ARAP1E'CTY 6' Yin W +o and Including 10'-r cover Rsinf rmem+ placement: h • Height, V-0' Yin �' 11ooPc F � YC Eno Jt Exproea ae a percentoge wN main poeltlw Bola relMarcement Ie to M placed trmavereel or, ILLEtir SECURED ro nforcoaenf required! 100 , Wx 50X, P Y f5 for curved culverts, radially. When radial, reinforcing i f WITH 80 NAILS Over 10'-0' twat. epcoing of rho 'a', f sed "g" Dan i* Inmewed along Ma » 4 6 t2 maxiszr the centerline. Stagger splices not shown. Hooks Byars A Y•W may be rotated W tilted, M necessary, far clearance. .. 42.14�N600 At �-)b.d.e4.OJ eb.0. pounds) Special reinforcement coverage[ V. shell not a less than 7.00 Jf,'6.0. for lrxr Box standard piano ars rat M be used for culverts In a corrosive mviroranm+ ar whore there Is a seven WARIbW* ad 2.5Jf:b.d, far simply supported assessors. mroolve flow condition or In freaze-thew locations. Special design; Required for culverts with conditions, food" design bears Exoepros es r 9 M reduction ( rolMarcemtht and negative sa*en+ pressures la sizes 080 greater than those given as thpe ppm a Axial loading nor ambers do not been culverts with unequal 6 DRI. Also required for h mill cell Axial loedlrg an eembere has not own ocslbr". culverts with uxegal epane. For culverts with railroad P R T SKEW SPAN 0' L TO 15' 16' TO 30' 31' TO 45' 4' *4 »4 6' »4 B' »5 _»5 t6 0' !*4 « »712' f7 »8- 14' »8 *9 NEW • x, CONSTRUCTION ' Exist MOF AND WALLS REYDVE CONCRETE I Const. .- NEW CONSTRUCTION PARALLEL i0 REMOVE CONCRETE N PARAPET AND 1 Of -' PARALLEL TO 0 SPLICE TO EXISTING II a PARAPET AND LONGITUDINAL Relnf IN ALL MEMBERS 1�7-1 -0' 1'-0"-� SPLICE TO EXISTING 8K OLICENOITTO ALE Inf IN INVERT DETAIL A DETAIL B 20' maximum sKm as shown. If Single cell only, m sites existing longitudinal and transverse allowed, V-0' miniaam cover. loading, ewe the arrant AREW deslgn specification. reinfarcinq bare in tap elm aro lap - S 3 or wore mil Is: spilaa with new longitudinal and Is Measured oerpen0iculor Far culverts with mare than the mile, new disynlas PARAPET troneverm roinfo+cIng bars, the 20• to Darapel Z orad rolMarcalesnf fa Rte standard "double box ekes may be exceeded. Lap splicing Q CONSTRUCTION NOTES: culvert" and adjust quantities accordingly. REINFORCEMENT hay require 0" ass l . tap elm in exxe« of 2'-0" Noon. a (.0 Caronloads: r Strutting required do .ham C Svert ex Plan gee. 45'Yutt NEIN CULVERT EXTENSION whenaStrutting say be required I*an culvert extenelas afro exletlnyy lxrapsIs rueavae. *4 NOTAL 3 /n C OPENING REINFORCEMENT Exprrolon olhta: 1'-0' �( 00TOTAL 2 DETAIL W4 B W5 TRANSVERSE r (FOR Invert: J E%TER[OR WALL SPAN < 8'-0') WALL I Std PLM B7 -I1 No exponelon Joints Mat be per'aitted. i MAI410LE L "d' OR "I" BARS Sp(FFA 6'-0") r Roof and Wailes' When cover Is lees than span length- PlacePd- OR %t" pressolded expansion Joint flllw at 30'-0" t __ __ _ _ _ ___ _-- LONGI7IDIMAL _ _ _ _ _ _________ centers outside the paved roadway lanes and place Bridge BM5- E INTERIOR �. Detat 3-2, Standard Plan BO -7, at 30'-0" owters wander PART PLAN -SECTION , WALL, MULTIPLE paved roadway Ives. When cover is more than span, length- PART PLAN -SKEWED Placa V," premolded exponwim Joint flller at 30'-0" BRIDGE DETAIL 1-2 Std PLAN W t centers and additional 1/t` pr! Bolded exyarim 80-3, ND EXPANSION JOINT END OF PARAPET L N Joints at locations of change in foundation character, WITHIN ,'-O' Di 6. OPENING TOP BARS NORMAL TO FACE o - m directed by iM Ergllser'. 5'-8" 1 FOR SPANS a PARAPET T� TRAFFIC -� Conetructlan Joints: •6 • 6 TOTAL 2 > r-0" ROTATE Te cry olnta say De permitted if molal (or radial) 10 10'-0" 'b" • c' BAR __ f RCB_- O_._ _ mpor BOTTOM BARSSKEW {� (of RCB. else, the contractor la to submit a 4-_.__ R TAILS TO CLFM ANGLE 7RMSVERSEI proposal far coneideratlon. 016 6 OPENING LONGITUDINAL / Cutoff wile:O- _ y BARS PART PLAN 4'-0' cutoff Ml la are to be provided of Inlet and/Cir whet - PARAPET miss* adjacent channel Is lined and mime otlerales shown. 'AT CRADE" Tragi Mlle are to be "tamed N scar conditions Warrant. Fa CONDITION SHOWN Eorteorx: RCB TERMINOLOGY See Standard Plan A62E. i FOR SPANS) /'-0' S' -d' COVER him 0 TRANSVERSE, Backfill[ SPREAD 'b" B 'c' BAR TOTAL 4 EACH SIDE Sm Standard Specifications, except that the Cliffs, e- TAILS OR CUT, AS FO in level of bo:kfill (ogalnst outside Mils) Noll not4,-0„ NECESSARY, TO FIT. 1,1 r Min exceed 2'-0'. W 2 -*6 ADJACENTrT INVERT TO EACH SIDE OF STATE OF CALIFORNIA Cases BARRIER TYPE 732 M 736 OPENING DEPARTMENT OF TRANSPORTATION BARRIER LONGITUDINAL SECTION *4.6 41Jt1 z r REINFORCEMENT CASTAN-PLACE REINFORCED rMin-i- *6•Ir, 41-0" LONG UTILITY OPENING -WALL '� CONCRETE BOX CULVERT H=Height of box PART LONGITUDINAL SECTION MISCELLANEOUS DETAILS TF 'p" BARS, SEE P ET REINFORCEMENT TABLE �"joc*rt to each side of the opening, place additional bar• equivalent to half MANHOLE NO SCALE BARRIER SECTION (30'-O° MINIMUM) the Interrupted nein reinformsent. DB2 N Z CL Z Z w w O 0- Z 0 w Z) Z w Q w 0 Q CD Q N Q U N I co N Z il�