HomeMy WebLinkAbout4086-10li3
0
SPAN
4270 mm (149
HEIGHT
2135 mm 179
!ll 20% 7!1-!_
2745 mm 01
3050 mm (10')
3350 mm an
3660 MM (W)
3 1 960 Min (131)
4270 mm (141
Maximum i Cover
2i c"'4^4"' 77__
60 m
3,0 m
6.0 m
3,5 -M 6-0 m
3.0 m
1 60 m
3.0 m
nth n 3
3,0 is
6.0 M
3.0 m
Soo Ooto 13
3.6 In
6,0 m
66o t�
I W-2-)
2�!
_wY4_ ry
(,io,)
-7355
(101)
(201
v" tY0
Wvs fJWtF
xC4 CN"st 41
ac 'aa
(10)
-s
S06 Note S.,
A1-U..«"I cars b'
v ;7i
Soo Noto 6
.oxaSo
1 ?w 4 a
�M=
(201
(iol)
(201)
V50 tun
(201)
20 rn Wn W
E)
1715 (5'-W)
ill
telto (6!-2")
�IAI(0221
Roof TJ
240 mm
mm
240 firm
355 mm
-240 mm _-355 mm
11
240
355 mm
--- �55 -mm
-355 mm
2-55 mm-
355 mm
270 mm
W_m t oyn a x /,14 Note
I SECTION
?60 mm -
355 mm
305 TF -WI
�05 IJ
(91/ 1
14"7
'y f,j
for cover ovor _MK-iiell) -,
?
SPANS 31 MM THRU'427�Urwn
(91/,") (14")
91
W
(10")
PP
(1011)
a 4 $0 freic C M,
0!0�r '9
(14")
0
(1411)
cc
Wells T2
210 mm
280 mm
Ln�:rqft(J 1nnn 41
NOTES
240 mm --- f9O fatin
255 mm
320 tam
4qo ftex 1Ifr V t"r-o'
355 mm
W1 in
n't) fa"I Typ
3� �mm
320 MM
420 mm
345 mm
445 mot
S�11
Q-) ce, Typ 40 Note 4,
4�
Ck. 7yP
Atiocnotive
COAst Jt- ISO r" t
Jr)
For boxes with W1 or ho�qhf loss INK n, <)Ay of ihoso shown
in tobl"I'vso (%ON, ore"34r, Ozo box rtNy'roto �N,4
9oXo not;oswy O,honges In bor lengths or�
'Tionflill8s,
C:
45 W
(10")
ISO Se. NoI0
(10�
2
z
Jt -
fl�
2. O�Mflt][04 ace a*Prqxlfmato oew for 4Won purwscs vk,
3, For boxos with of WV)t cw c*vor eeflator ihon 1hosoqq
(12Y
(16
03
i
0') L
Invert T3
255 mm
'shl Ir, two�, Q do -,to I$
255 mm
3TO mm
255 mm 370 mm
*iW VO- t i� 414 run
370 mm
270 mm
a
4, it I$ fe., 01,WMto tho ISO' On every Oth,�r
380 mm
80 mm
3-8-O-Fnm----
bRau
w«
380 mm
5, 'o, Ws rwo of "f tpoctno, spons Z*$o mx WO. freo
CA
(1011)
1
(1011)
Yl
(IM")
(J
(I01 11
(1511)
(1111)
TYPICAL, SECTION
TYPICAL SECTJ�ON
WALL $ECT10
6" t�wS orf, at ftc4f zpocfn,o« so<,,�s 3050 ra 4270 rvi
H= 3
(14''1
255 mm
aEA
250 mm 200 mm
0 THR�_4270 MM
_LQL_M�T -
SPANS 3C�S_QWTJFKT400 MITI Proyiso Devi re tch �hoN top is, ovpe,%ad cod
dell"'Mt cwxeto, 0,od NiIv4f qmflIlos,
250 mm
200 mm
200 Mm
(4' THRU �61
-20 M -M
[0' T11RU 14')
.5 mm
F2 5 -mm
(1011)
IS")
(1011)
ro
(1011)
6, For 40s!yvA k5z4 40tolss not -t}awn, 300 SfWwd Pkm 02,
n
(811)
(1011
(1011)
(1011)
9. Forstil too, provide II3M I,4t 0 450 (Phil %
(S'l 0n
(911)
Vertical unless adjacent
...,a,"221
T1ze Bar -22m
2 M (°1)
2-2. M i"7)
22M 07)
way, rn Q') cor" of fug 6pon ON 01W,
z
22M 07)
22M (07)
tan --Mm
I-7)---lFR
(-6)
M
_07)
ISM V6)
1 0M _V7)
19M _(06)
22M 07)
Size Bar -
IBM (°6)
--950 -mm
22M 07)
--1-275mm
22M (07)
-mm
rJo V
7
X
S-kx5o'I W
(Al t I I It
221,1 V`7)
_20
-1-7)
22M _07)
25M
V10
q/4 RC6, Sf`090
II s
22M (-7)
(.8)
Dimension "B"
pp
T025
_7325 _mn
--TO-25mm T375 -mm
_1025 mm
T375 mm
1075 mm
1375 mm
F075 mon
75 mm
_1oT5 mm
1375 Tim
1450 mm
'E f,
YJITLR&e�1P LVLQfM_4V
STAR OF CAurc,04A
6fPARTN04T OF
CAST -IN-PLACE
-T975 -Mm
(31-41
--�-150
W-41
(31-411) (41-611)
ALTERNIATIVE INVER,rs
W-61
REINFOROED CONCRETE
4:-6-1
W-61
W-15")
(3'- 61
W -V)
(4'-91
SINGLE BOX CULVERT
Dimension "Boll
-Mm
-2-550 -MM
thoso "St 4 Pl7is ky t 0 tocel, l CoAl A 6
systemt of neo'1'kr0T4Gl1 11"OrOot; ven of (KIS (9v LYlettxt Stitos
1650 mm
-78TO -m,,n
1850 Min
-1855--mm-1KO
-MM
St o6el;x'd i Jhori V1 iho "dna 11 od I,,% live
fyo� sysletj ore r4f r4,:d t 1�1`111o,,., at fh4
131!�-M-M-W18TO
_mm
_Size
_72
olk&
W-41
W-0111 W-41
-Q�')
NO SCALIE D80A
f51-ul)
(GI -011)
SPAN
4270 mm (149
HEIGHT
2135 mm 179
2440 mm (81
2745 mm 01
3050 mm (10')
3350 mm an
3660 MM (W)
3 1 960 Min (131)
4270 mm (141
Maximum i Cover
3.0 m
60 m
3,0 m
6.0 m
3,5 -M 6-0 m
3.0 m
1 60 m
3.0 m
6,0 m
3,0 is
6.0 M
3.0 m
-6.0 M
3.6 In
6,0 m
66o t�
I W-2-)
2�!
(10)'
(,io,)
-7355
(101)
(201
(101) (201
(10)
To I of footing
(101)
(201
(iol)
(201)
(101)
(201)
(101)
E)
1715 (5'-W)
ill
telto (6!-2")
�IAI(0221
Roof TJ
240 mm
mm
240 firm
355 mm
-240 mm _-355 mm
11
240
355 mm
--- �55 -mm
-355 mm
2-55 mm-
355 mm
270 mm
355 Mm
?60 mm -
355 mm
305 TF -WI
�05 IJ
(91/ 1
14"7
(91/,11
(141)
(91/,") (14")
91
W
(10")
(14")
(1011)
114"1
0!0�r '9
(14")
(till)
(1411)
cc
Wells T2
210 mm
280 mm
240 mm
290 mm
240 mm --- f9O fatin
255 mm
320 tam
270 mag
355 mm
290 mm
3� �mm
320 MM
420 mm
345 mm
445 mot
?,S6 Will ,
4�
R
Jr)
05 m
37 (25)
45 W
(10")
(I2y2")
(10�
2
(141
fl�
(1511)
(12Y
(16
03
(17,
0') L
Invert T3
255 mm
370 mm
255 mm
3TO mm
255 mm 370 mm
25 mm
370 mm
270 mm
370 mm
270 mm
380 mm
80 mm
3-8-O-Fnm----
95 mm
380 mm
(1011)
CA
(1011)
(1411,1
-mm
(1011)
(141 •1
(IM")
(J
(I01 11
(1511)
(1111)
05")
Ilr Dat 3-10 L5 In (151 k centers
Spacing
H= 3
(14''1
255 mm
�25
250 mm 200 mm
250 mm
200 mm
250 mm
200 mm
200 Mm
2 50 m -m-
-20 M -M
-_T5_6 -mm -
.5 mm
F2 5 -mm
(1011)
IS")
(1011)
(911)
(1011)
Figures at fop of "o"bors H=3.7
n
(811)
(1011
(1011)
(1011)
(to")
(911)
Vertical unless adjacent
...,a,"221
T1ze Bar -22m
2 M (°1)
2-2. M i"7)
22M 07)
22M (17)
22M F-7 1-1)
22M 07)
22M (07)
tan --Mm
I-7)---lFR
(-6)
M
_07)
ISM V6)
1 0M _V7)
19M _(06)
22M 07)
Size Bar -
IBM (°6)
--950 -mm
22M 07)
--1-275mm
22M (07)
-mm
22M (17)
_22M (-7) 22M (-7)
22M 1-71
221,1 V`7)
_20
-1-7)
22M _07)
25M
V10
22M 07)
25M _08)
22M (-7)
(.8)
Dimension "B"
T025
_7325 _mn
--TO-25mm T375 -mm
_1025 mm
T375 mm
1075 mm
1375 mm
F075 mon
75 mm
_1oT5 mm
1375 Tim
1450 mm
--Ism
1650 mm
-T975 -Mm
(31-41
--�-150
W-41
(31-411) (41-611)
(31-411)
W-61
(Y-61
4:-6-1
W-61
W-15")
(3'- 61
W -V)
(4'-91
W-01
Dimension "Boll
-Mm
-2-550 -MM
0 mm. 2550 m
-Tff-m
1650 mm
-78TO -m,,n
1850 Min
-1855--mm-1KO
-MM
850 mm
131!�-M-M-W18TO
_mm
_Size
_72
W -O")
W-41
W-0111 W-41
-Q�')
161-011)
f51-ul)
(GI -011)
(4'-611
(61-011)
Bar
2M (17)
M 07)
-mm
221,1 (-7)
-mm
22M (-7)
22M 7) M -1-7)
22M (-7)
22M (17)
22M (-7)
22M (-7)
2 M (-7)
2
25M (-8)
25M ("B)
25M 08)
25M (08)
_2RM �685
Dimension "C"
1225 mm
275
2075
2075 mm
1800 mm, 1800 mm
1850 rem
1950mm2725
mm
1950 -mm
-2725 m
1950 men
2725 mm
_7950 -mm
2725mm1950
Mm
W-01
W-21
W-91-
(G'-911)
(5'-101 151-10")
(61-011)
(6`4")
W-41
(GI -411)
(81-1111)
(61-411)
(6`•41
• a
size Bar, I
13M ("4)
1314 (14)
13M
(14)
1 13M (-I)
13M 0`4) 13M (14)
13M (-4)
_13M (0-4)
13M (4)
13M (14)
13M (14)
16M 051
(9m
'i --G)
--
Tq m -I -G)
i9m F@
19M (.6)
Concrete
3
/-m
3_T
3
m
T yr
1 4'93 m Yi�
3.67 m.3/M 5.10 M Ym
3.03 In 3/m
5.45 Ig Yin
4.26 in 31 -
95 -m.Vm
K
_74.64 IT.
V
7. to
in /
-5.0 in 3/Fn
7.5 m in
(36.2 CF/i
(51.0 CF/LF)
.51
(37.8
CF/l
(53.ICF/LF)
IS F'
(3%5 CF/LF) (54.9 CF/LF)
(41,9 CF/
(58.7 CF/IJ
(45.9 CF/ll
(64ACIJ
(49,9 CF/LF)
(69.5 CF/l
(55.6 CF/LF)
(75.8 CF/LF)
(61.1 CF/LF)
(81.3 CF/M
-;P
Reinforcement
_77 kg/m
701 KQ/M
6(
tF)(522
_T77 -kg/m
777 kg/m
I";
663 Kg/m $74 kg/m
-kg/m
-kg/m
--Tj? -kg/m
887 kg/m
799 Kg/m
900 kg/m
839 kg/m
9 R -P -m
-T99 -F97M
1130 g/m
-
_674 LB/LF)
(471 LB/LF)
(44
52 LI/LF)
(44611-8/1-17) (587 LEI/LF)
, (449 li
(580 LB/LF)
(492 1-8/1-17)
(SSG LB/LF)
(537 1-8/1
1605 LB/LF)
(564 LB/LF)
(634 LS/LF}
, (604 li
(759 1-8/1-0
See Note 5, on Standard Plan 080A,
See Note 6, on Standard Pion D80A.
BASIS OF BEARINGS: 11 I'll I,',, 1� I - a", I
Mbol
MEE
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
CAST-IN-PLAGE
REINFORCED CONCRETE
SINGLE BOXLVERT
These "Standard Plans for Construction of Locat Streets and Roads" contain units In two
systems of measurement; Internationalof Units (SI or otil and United States
Standard Measures shown )n the parentheses 'n
s (),The measurements expressed In the
two systems are not nacoqsorlf� eovol or Interchonoifloble. Soo the Iforowordlot the
begnnino of this publication,
NO SCALE F DBOD
91 4
jba y
'y
f 7 W
A 0q,"
I r_
M
7 7777
i�_Itlda CIa74-
PAN 'wiy I , �,002
2in NA�� A"W"A WC
745 30-50 rvo 001
_36 3,� re -775 -m- _WZ 7-
�7
V.0 Id M IWW.0 "I F, V,
T
Reef r" --�-TNP�kvv M01- fren f?
I If n
4" V&n exv 0,r,,�4t`d 7604 kv m4,0eht
M-1 �v mn
k
maids
.fit205 �7
Invert W., run
fe*� 0 0
ea
fin "k
"rt C,7n 27$ Rd T57 v�' M�l 2 "n
2T_L__
" 'n
Swing ur) or) if 11 00`t at,) 0Q1
J& ` K -1 -7
to I I
aro10'sza'dcr ria nu 116) 0 1. TV V t 79U
�7- --t1-6- U-FiJ5-
911S con $00 If mo lH 6, Ifr^en goo FA - , �r 0
i mm I-0IJ5 tom 32S'Axa 105 'om
W111 1 1Tn
- _& 0- iA Ps ra 6
Or) 0
64
gn
.V M"A R,0F_1FF1__
fz-41 q" 4°)
IPA vo
1W (14) gy 'kit i IDA 1.0 7K'L-@t isu R)
�1�n VW- -7n-n 7,F- _77:`X77/m ""TWM_MW_ _Ufm_9_m
"I 'W"
r
F SIM 41� F
.0 F" cr/M QG,it C /1,0 Q�.o CFILF� 0,0 (F) W ? (1711`1 L,L�,
7-sif, _7W AP Xq76 w kq/nm) 44-Kglaw 504 Xg/M - - - C
S� v� ASL�1!1 cF4 ) 8 -,Z5
o oi � ''f' _L - &� ±, -OURVik- --�L - - - 10
-------- - -- q31 U �A& LI ULI k Q t;�LIA I F�F
L/
M -412 kE_0� _�9_ JIL
R,7-- 2745 RVTTV_;___ RZI ti 3350 (01t mm v;�Ii
Wo A,0 lf") WS M. (?,1 2440 r�m 7
T�5 7 -,-To _m .0 M -67 -?1-- =0 I'
7Y e� z
d9 K)Q09 (toll Q01i I f�'! im)
Roof 5 A Ir
Z4 M_ �0$ r"
I y
205 ?'T, mn
12 Prr 05n
18
_AZ_ - __i� __ a tb,
lk)yrrt V3 axnab f;w Ainrn
i
_Yo F.�7' T54 ;�_A_ -7,213, Fr r3"1
_21,377ye fy,
rom 5,M 2,50 f",a 2W moi_ M rwi� e1w
W) W) tell 00") (T�) 011i
" - 5- , " - _F6T 1 -11 --V, T- ff- ___ -TIT, - n)& I cl;_
VA C. I V f
_2 E
If 2n vbm�n 4 4.1p
Ij RID 4 _NR I'll)
'M,
x
MO �)Z$ een
Mn 975 rsn Itll' 1& 1 NY) ff, ,1 0as
4z CL_ -, (9".+a-1 _ - .i,3°^9M> 0,-S� L11 -9"I J31-711), 0,-91 01-111 W°41 61-111 W-41 W-41)
-WV,FA-
alaet IWO Mmnro"
rl W f6lzn (61 -rt W-11 (41-1r) W -Irl R4 tri W. -In W4 r) W •i m (41_�,) >
;-rl 7
M
4 1 TrLFT; z
Jz �, ?�, . Irl
M 011 -nm- fl��
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1*0 own �41 S 7n .4 IS,
fs'-71 f'1141 IS' -r': (a, -r) X51 -71i W-rl N
q
T, 71- V�7, n- Im nXin
CarK, a (.F)k
Sn Xqlf� eof K9"= 59e kVn 6* kqfen Kq/M P�n ?N ko/m 1"Ofn 19S f" /M
JQk1AKFJrU, q�;s�;, a sz,�_gaa
0
t�O, O/t
e�yl� 4 'l. FS I479t Pt aEL� Lee I
See` IWO $111n Sto"111XId Pton, 080k,
Sao Kate Cor, storKiloo'd ftxt (Ii
CAST -IN-PLACE
REINFORCED, CONCRETE
SINGLE BOX CULVERT
lhob* rlor;s for i St wl cw4 PO4dS* -4fN 4) flwo
r*41,W,0 fk&$ Systto of 1011, 19 Aer 'notr 04 W164 StolON
stY4 aw, 1A the Pslonqmsts i), Ih* rxtot4*oo�,,�tt oxm'owl In IrA
t.c, Zi ore 00 rKra"Wffx 6Q�w or WKCbo,�"WW 'a04 the "rorowV'r 69 the
btt,,�re , " of W4 Ou&otLlm
NO SCALE
iI
-11 E'r,701171.17.1 IF—
- -_--------
MANHOLE CONCRETE BOX STORM DRAIN
.... . ..... ... ....... . . . ............... . . - . .. .... .....
REV.
1.5 is')
REVISION DESCRIPTION
for. if=
DATE
A
ENGR,
-
CITY
DATE
a
,60,VzP
K�-
DI�AWJ!t�&,
-
1- _4
11
-
A9:1-0'56
-
54') 1880
E_
F0
Jill !!!Iij
11 ���
A
PLAN
JLFLAFT_NU HOWN
--15M 0 100 mm l 0 40) 1 x 1.5 m
+ (5'-0*) LONG
B OR C
5 BARS 2.1 M (7' -Oe) LONG. 100 mm (44 ill
OF SIZE SHOWN FOR TRANSVERSE STEEL.
BUT NOT SMALLER THAN 115111A(il BARS.
WARP THESE BARS UNDER BARS THAT
HAVE BEEN CUT FOR SHAFT OPENING
PER STD.PLAN
324
i
SECTION A - A
MANHOLE FRAME ANO
COVER PER STD. PLAN 63fil r -STREET GRADE
Use reinforcement
1.5 is')
:� i-8 W) T 271 -(-)7,-T2-.4
for. if=
NOTE:
Match
parapet -
arapet-1/2:1)surcharga
Toe of slope
a
-Top of wall
Where 1:1,5 fp: 0 surcharge
exceeds 1.5 m (51,
300
1420 W-811575
W-211730
54') 1880
E_
May be varied by Engineer to
useType 2 retaining wolf,
305 mm W -O")
(8' -B'7
mm
(V') Min
C mm (ft -in,) 305 0`01
355 IF -
E
51 0
66
r -IO-) (2�-01
-1 A�
66o t�
I W-2-)
2�!
.13M (-At A
END ELEVATION
2-13M
E
'-0")
B - mm ft -ii, 6GO W -P
To I of footing
Match
parop
305 Mm W - U')
Fill top
slope
L� m I for
�;,Ii Mo,
f wall"-,
I
I
355 W-21')
STRAll WINGWALLS
511
E)
1715 (5'-W)
ill
telto (6!-2")
�IAI(0221
if
1:65 1) fill
50 mm
mm Optional footing B-1270 mm W-2")
(04) Along
slopes, unlimited for
Q-) CJr-
865 are
660 mm
f eating I�nes
0
top f wall
305 TF -WI
�05 IJ
300
flotter than 1i1.5 (11/26)
mm W) Min
Vertical -
305 (F-09
465 IF4
475 W-71
go Tr -7 1
500 W-81
"C', Bars7
600
Bars450
E�Gutter
SOO (2(r)
709 79T-0
500 (201
350 W)
7
-150 (1
(1p
_L5LQ Go-)
_9JID
175 01
IN t" 14
_A5g 04-1
W
IT I
9070
22M 1.?) 0
_380 05Q_
or shoulder
"c"
00
375 05")
25M 0810
375 ity')
375 01
29"y'�;s
1
32S 1139
325 07
32M 1.10) 0
27
)a
275 IF)
Cone MI/M (cy/If
1.10 .441
W,
1.38 (0.55)
153 (0,60
Vertical
L83 WX)
1.98 W.79)
bars
450 en�OB
?,S6 Will ,
4�
R
05 m
37 (25)
45 W
55 (37)
73 1491
92 (62)
113 1761
109 173)
-41 0900 mm Qe")
155 (104)
T
'N' 86 0�25)
0') L
P:
im 000
(3'-2'1 mm, W -0.1i m
nG7IS
4115:0 mm in
-
--
-50 mm (2") CIr
TYPICAL LAYOUT EXAMPLE
50 mm f2,,)Cir
.
--voll bars
Ilr Dat 3-10 L5 In (151 k centers
H= 3
(14''1
Short "c"bars--
W
300 mm W) above outside ground.
Td
Ii - 4,0
See Standard Plan 60-3,
Figures at fop of "o"bors H=3.7
n
35 Dia
Vertical unless adjacent
1 Indicate distance from top
footing to upper end of .4
a" bars. Ht 0
-
50 mm.'�
(21 Cir
to bal tered section,
Phan 50 mm
an match
be (211) CI �1
-----------
1.5 m (5'imax for
1: 1.5 Q V2: I) fill slopes,
unlimited for flatter
then 1:1.5 W/2!1)
t-300 mm, U1 Min
Duffer or shoulder
Satter 100:4 (V202f Detail "Y"
--c" bars
-
°131d (-4) a
900 film (36")
Short "c"bars
50 mm Elev "a J
(21 Cir
Construction joint
- -d" bars
-Angle of flare FExtend al IonQItudInaIP?r
In"ONwellsIIm C
I In
to
wings, xs,1 ,her. ..ponston
Defolt "Y" joint occurs.
-Detail "It"
0 to (9.R _12OO mm (8") 300 Mm- W
H=2.7 J (11 TYPE "C" 14i f
r= -13M (-4) Total 3
E MM- - 200 nm 7 "Angle of
C
137 Cil: 118"1 75 mm (Y) CIr- 300 Min flare"
A4 E �A�3_ 300 mm 01-0111- (11-011) (Z -R -T3 (am
300 mm 011- ly/3 It If "angle of flare"
C B s ass than 30')
Ak r w
P,
- r E E
E ra 0
rz E 0 0 . TYPICAL SECTION TYPICAL SECTION Toe of slope \\1 EL "A"
she, !TYPE TYPE "B"
_"re' ' H=1.2 ITT (4') THRU 3.7 m i FI=4.0,m (1131THRU 4.9 m (16') Elev "a"' - PLAN cn
Where design "H" exceeds 2.7 m (91 inside
or length of wrewall exceeds 1,5 "It",
place 13 mm (V21 Exp joint filler at ground
P ropef junction of box and wall line 900 mm_
(3'-0") Min
150 mm f6")
13PO'ImI2,11
6o0V1m.'V5oU. 2S-0tMm 9 t. m' i 50 mm �3 71. .72 271 mm (-4)Match r
,,0,,)7 IG� 1,
Q411) (10"ll VIW/2") 05 11) till )00 mm (12") ground
4SO mm 350 mm 75 mm 20D mm 375 mm 325 1 >
DET.AIL "X" line �O
(181) (14") (711) (8111 (151 (1311)
0-1
REINFORCED CONCRETE WINGWALLS RE
"H"M H t)- t,2 W)
1.5 is')
:� i-8 W) T 271 -(-)7,-T2-.4
W)
I F7 i95 1 T6
3.4 01')
1 3.7 Q
a
1 4X US')
1 4.9 (161
W mm (ft -In) 965 (3'-2'11(120
03
Cutoff .041.2 m 14'-0'1
1420 W-811575
W-211730
54') 1880
E_
May be varied by Engineer to
112640
(8' -B'7
2795(91 -n
C mm (ft -in,) 305 0`01
355 IF -
115 -��l 455 a. -S-71
51 0
66
r -IO-) (2�-01
-1 A�
66o t�
I W-2-)
2�!
710 t2'-.
710
END ELEVATION
2-13M
2' 10")
'-0")
B - mm ft -ii, 6GO W -P
765 12' 11865
(2`-IT`f1%5 (31?'111065
I, �
_6
1 W-6`1
475 4,
4775 14'-
STRAll WINGWALLS
511
E)
1715 (5'-W)
ill
telto (6!-2")
�IAI(0221
F an (Iff-int 4-
-
__355
0'-21
Better - - None-
4:t00 i 2: 121
S mm (ft -int 305 g' -o",301
0
305 W-O'l
305 TF -WI
�05 IJ
3% IF -01
305
305 W-01
305 (F-09
465 IF4
475 W-71
go Tr -7 1
500 W-81
"C', Bars7
600
Bars450
450
SOO (2(r)
709 79T-0
500 (201
350 W)
7
-150 (1
(1p
_L5LQ Go-)
_9JID
175 01
IN t" 14
_A5g 04-1
W
IT I
9070
22M 1.?) 0
_380 05Q_
, -
IV
_M_ 11jl2
00
375 05")
25M 0810
375 ity')
375 01
29"y'�;s
1
32S 1139
325 07
32M 1.10) 0
27
)a
275 IF)
Cone MI/M (cy/If
1.10 .441
L23 (0,49)
1.38 (0.55)
153 (0,60
11 (0,67)
L83 WX)
1.98 W.79)
2,56 (L02)
2,76 (1.10)
?,S6 Will ,
6 0.2 St
3 6
id
R
28 091
37 (25)
45 W
55 (37)
73 1491
92 (62)
113 1761
109 173)
134 W
155 (104)
T
'N' 86 0�25)
Neoprene
strip
,:
600 mm
(21 Min
7
a
300 mm
gw
03
Cutoff .041.2 m 14'-0'1
May be varied by Engineer to
E
suit conditions In the
END ELEVATION
2-13M
TYPE "A" - !YJ
qq For footing step
dimensions
STRAll WINGWALLS
450 mm -and
reinforcement see
6")
"Footing Step" on Sid Pion 83-8.
OunniffleS do not include that portion above the deSlon ELEVATION
.13M V40 4 a ---,
NOTES- 300 mm (12")
STATE OF CALIFORNIA
Unit Sfressest fs:165 1A.Pa (24,000 psi), fo,=9 MPa (1,300 psi), n=10 3TRANSPORTATION13M 4) DEPARTMENT OF TRANSPORTATION
Maximum Toe Pressure t 140 kPa (11/2 Tons/sQ,ft.) 60-11-3 1
Elevations, length and angle of flare of wloQs may be varied by the Engineer to suit conditions BOX CULVERT WINGWALLS
encountered In the field, Wells designed for 600 mm (2911velood surcharge,hl.5 0'/z:9sfopinq surcharge Neo gene -131M toil Q,,li
s , 4 MITI
not to exceed 1,5 m (51 In elevation plus �00 mm (2111vefoad surchorge,or unlimited f:2 (2;1)surchorge. r, t TYPES A, B AND C
Dimensions "H","L".�'M"."N",Etevoilon "O"and "Angle of flare" fes opply)are shown on the plans� 13M (-4)T] a 4 Theca "Standard Plans for Construction of vocal Streets and Roods" contain units In Iwo
50 syst ms of measurement; International System of Units ($I or 'matrWI and United States
'08") Centers Ste
Wall height may be exceeded by 150 mm (61 before going to next greater "11". Standard Measures shown. In the parentheses 0. The measurements expressed In the
300 mm Q -01�) I- t.o systems ore not necess * e Anttfrohoft000b,10. $oo the, "Forevord' at the
1 -7 'All
Eliminate cutoff wall If adjacent channel i3 paved and skew Is 201 maximum. I'. -n of this Publication,
For wag offset values, see Standard Plain 83-8,
DET" SECTION i NO SCALE r
THIS STANDARD PLAN O84 mCL1,3pF.S CHANGES 71147 WERE INCORPORATED IM RE1'I A A LAN R5P 084.DATEO OCTOBER2 .2 OO.AND ISSUED AS A PART OF ERRATUM NO.99-1 FOR THE 1999 METRIC STANDARD PLANS.