HomeMy WebLinkAbout3384-12See Note 9��
\ 45 Did JcP, C
20 mm
! � 9 bors "B" .�.I /'n" bars "D• bars '.o"
• bars
Min fillets Se• Not. 5- I+i 150 mm 16")
Optior4d Const it
•yr'U Dans, • - - "a" Dors,
See Note :. r see Note 6
1
E (50 mm ., bars 20 mm IN) Min fillets,- iI 5 Icl
$ = Optional Const it
l6ry'1 •13M 1.4) • 3Y 1.4) "all" bars 0.25 S I I oo = S ocin
(� 0.25 5 "C' era
E b x•134 (MI t 450 mm ( 18'1 Mas / l:l see Note t ROOF SECTION
$ = II for cover lover 7.0 m (10'11.41,
�, -• (`41 \ •13M (•41 Total S SPANS 3050 mm THRU 4270 mm
See Note 7 \ 0 450 mm ( 189
Ise RCB '> 13M 041 • (10' THRU 14')
•13M 1.1) C 0y"'j or `y 45 I I // 450 mm l 189 Max 50 mm (Y'1 (Invert similar)
450 mm (an Dia tap bars, E RCS / 50 mm (2, Ch Typ
50 mm (Y7 Cir Typ See Note 4. Cir iyp
Alt
Alternative Constf if const Jlvs
Const Jt Const Jt 150 mm 'b" bars
"a" n Dors.
See Note 4.
150 mm Coot it
o
(617� "a: bora • •137 04)
T o /
•137 !•4)- •13M (•4) . "c"Dara
450
into
1i8") vs
Max Typ N •9• .,e., ba's,
T San �. "C I See Nots 5
'/> soon .1 .72 _
TYPICAL SECTION TYPICAL SECTION WALL SECTION
SPANS 1220 mm THRU 2440 mm SPANS 3050 mm THRU 4270 mm SPANS 3050 mm THRU 4270 mm
t4' THRU 81 ( 10' THRU 141 t 10' THRU 141
Lh
Slope 1:4
« Invert z (4t 11 Invert
Elev� « c Invert Elev «
Elev
s z / / Slope
(so- I1
T T
FLAT INVERT V INVERT TRAPEZOIDAL INVERT SLOPED INVERT
ALTERNATIVE INVERTS
NOTES
I. For boxes with span or Midst less than any of those shorn
in table. use next greater size box concrete dimensions and
reinforcement. Make necessary changes in Dar lengths and
auontitles.
2. Ouontltles are approximate and for design purposes only.
3. For boxes with Spon or Might or cover greater than those
shown In tables, a special design is required.
4. It is permissabis to eltmtnote the I80• hooks on every other
bar.
S. "e" bora are at half spacing, spans 3050 mm - 4270 mm
( 10'- 141 only.
6. "a" bora are of half spocing, spans 3050 mm - 4270 mm
( b' - 147 only.
7. Provide paving notch when top is exposed and when
pavement Is portland cement concrete• and adjust quantities.
6. For design and details not shown, see Stondord Plan D82.
9. For exposed top. provide 8137 1.4) a 450 mm (1/") Soon
way. 600 Into (21) lap "c" cars of full span and adjust.
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
CAST -IN-PLACE
REINFORCED CONCRETE
SINGLE BOX CULVERT
They ^Stondrd Plans for Construction of Local Streets and Roods• contain snits In two
systems of measurements International System of Units 19 or "mstt kWl air United States
Standard Measures shown In the parentheses 0. The Imeasrsml•nts expressed in the
two systems are rot rxiceaarRYY B'aud r htriJwsgeaDe. See the 'Farerard' of 1M
begmrq of INA psblkatiom
NO SCALE D _80 A
m 11, m
Spon 1220 mm
1520 mm 1830 mm2135 mm2440 mm 1050 -13660'..14270 mm
U'1
1830 mm (6'1
2440 mm (8'1
0 9 IO II 12 5 20
3660 mm (127
4270 mm W')
4J ■ u1')
HEIGHT
1220 mm U'1
2135 mm fi'1
1830 mm t69
2135 mm !T)
01ST [WrM1 0.0aiE x0jj •m0 -T rx0. S,IOFC s
Ycximum Earth Cover
SPAM 1220 mm (4'1 1520 mm (5'1
HEIGHT 610 mm (2'1 95 mm (]') 220 mm 14'1 610 mm 12') 915 mm lT) 1220 mm (41 1520 mm t5')
3.Om 6.Dm 7.Om 6.Om 3.0 Is 6.0 in 3.0 in 6.Om 3.0 in 6.0 in 7.Om 6.Om 3.0 in 6.Om
Maximum Erin Cover
1 10')
(20'1
110'1
(20'1
l p'1
t207
(10')
120'1
(10'1
120'1
110'1
(20'1
1 10'1
120'1
aC415rEaE> ClrlE CxC II[C! �r,•oi [tsr�r
t
.0 m
6.0 m
Roof T( IBO mm IBO mm IB in IBO mm IB mm IBO mm 190 mm 190 mm 190 mm 1 mm t90 mm f90 mm 190 mm 190 mm
6.0 m
.0 m
lT"1
17"1
(7"I
(7"1
177
177
(71/,'l
215 mm
(71/,-)
(71 •'1
lin '7
l 10'1
171 ry
July 1, 2002 E}�, •k
120'1
1101
Nafs Tp 150 into 150 mm 150 mm 6 mm 150 mm 1651 (Iva 50 mm 150 mm 150 mm 150 mm 150 mm 180 mm WS mm 190 mm
u
(207
(6"1
16'1
(6")
(20'1
IBO mm
Roof TI
2 mm
16'7
16"1
2 mm
205 mm
205 mm
205 mm
205 mm
rLee IPPaOVY a,TE '
r. srr.r usrrrsx r N. rna<n r • "p 4-IFW
230 mm
20 mm
Invert T} 150 mm ISO mm 150 mm 50 mm 150 mm 16 mm 16 mm IBO mm 16 mm ISO mm 16 mm IBO mm 165 live IBO mm
205 mm
23 mm
(6
230 mm
16"1
(6"1
(6'1
(61 ry
IB"1
(7"1
(SIA")
lT7
(B")
177
(B"1
l7"1
rs.•w ,rmr
.omdrv, r rro- sed. s rr, rrll ''•t r :.A
r.
(9'9
(8"1
115 mm ITS mm 175 mm 175 mm 175 mm 175 mm 25 mm 150 mm 2151 mm 140 mm 25mm 140mm 25 mm 110 mm
IB"1
Spacing
119
(7")
l7")
09
(T7
179
50 mm
t6"1
l6 '7
(5' "1
(a,/.-)
(51/6")
l8 "1
(SIA.)
Odrn Mx too •s• sIW To 99 b Ih xal .dIA al k B A-litizle'
50 mn
m
"o" Sin Bar • 1911 1.6) 19M 1.61 197 (•6) 197 (•61 i9M 1.61 19M 1.61 22Y 071 197 061 22Y 071 t9Y 1.61 22Y 071 19M 061 227 <•il 197 1.61
W mm
"e" S{u Br • I lMl 137 l•4I ISM 1.41 167167 1.51 197 1.61 137 IMM 137 1'41 13M 1'41 137 1.41 167 051 167 1.51 19M (•61 197 1.61
IBO mm
Concrete 0.6 m m 0.6 m m O.T m m 0.7 m m 0.8 m m 0.91 m m 0.83 m m m m 0.9 m m 0.95 m m I.D2 m m WI m m U6 m m L27 m n
r
240 mm
(T.1 CF/LFl
17.4 CF/LFI
(8.4 CF/LFl
(6.4 CF/LFI
(9.4 l3i/LFl
1107 li/LFI
(B.9 Cf /LFI
(0'85C9Z F/LFI
IW.O CF/LFI
(10.2 CF/LFI
OLD CF /LFI
112.0 Cf /LFI
(12.5 CF/LF)
117.7 CF/LFl
!6' "1
(71/,")
�
Reinforcement I kq/m TI kq/m 14 kq/m 82 kq/m 66 kq/m 100 kq/m 86 kq/m B9 kq/m 86 kq/m 101 kg/m 100 kg/m 121 kg/m 122 kg/mI kg/m
(B"1
(91/111
U8 LB/ fl
(18 LB/LFl
(SO LB/LFI
(55 LB/LFI
ISB LB/LFI
(6T LB/LFI
151 LB/Lfl
160 LB/LF)
f5B LB/Lf)
f61 LB/LFl
(6T BA F)
tBl LB/LF)
IB2 LB/LF)
230 mm
205 mm
230 mm
205 mm
210 mm
205 mm
230 mm
197 l•W
t9Y P61
179
IB"1
IT'7
le"1
(7"1
[B'9
li"1
(8'7
(B"1
19'7
(8"1
19'7
18'7
19'7
f8")
19ry
(B"1
(9"1
Dimension '8"
Spacing
190 mm
2 mm
I mm
12 mm
19 mm
2 Iron
mm
II mm
Kr mm
12 mm
16 mm
I mm
16 mm
14 mm
16 mm
14 mm
16 mm
14 mm
c
N
!TI "1
l5"1
171 '7
f5"I
(T '7
(5'9
(TI "1
NI '7
(6' "1
(5'7
1525 mm
1475 mm
1525 nen
f51 '1
161 '7f61
N75 mm
"1
f51 '7
a
"r' Size Br •
2ri l•7I
197 t•6)
22Y 1. 1
197 1.61
22Y P71
19u 061
22Y l•T)
197 1.61
2ri 071
197 (•61
2Y (•T>
197 1.61
227 1•Tl
22Y l•TI
22Y 1•T)
22Y PTl
O
22Y l•Tl
Sin Bar •
"e• Slu Bar •
137 1•I)
137 1.41
167 (•51
167 1.51
197 1.6)
19M (•W
22Y l• 1
197 (•61
137 (•4)
ISM (MI
167 (•51
167 (•51
ISM 061
197 l•6>
19M 1.61
N
227 1. 1
22Y 1.11
2 mm
concrete
i•0 m m
1.14 m m
u8 m n
I. m m
1.32 m m
LIB m m
1105 LB/LF)
1.2 m m
1.3 m m
1.36 m m
O'-Iry
m m
L7 m in
1.68 m m
1.9 m m
1.9 m m
MCF/LF)
2.21 m m
�S«
Q'-7ry
(1 L7 CF/LFI
n2.1 CF/ F)
(12.7 Cf/LFl
n4.2 fF/LFl
W.2 CF/LFI
f5.9 CF/LF1
t5.9 CF/LFI
118.] Cf/LFI
117.7 [F/LF)
(14.9 fF/LFI
W.6 CIF/LF)
(16.8 CF/LF)
(167 CF/LFI
u8.5 CF/LFI
U8.1 CF/LF)
121.0 FF/LFI
(20.7
(23.8 CF/LF)
o +-
Reinforcement
p1 kq/m
121 kq/m
122 kq/m
14 kg/m
NI kg/m
179 kg/m
Ips kq/m
220 kg/m
140 kq/m
NO kq/m
156 kq/m
IT6 kq/m
Ip kq/m
2t9 kq/m
193 kp/m
263 kg/m
238 Kg/m
286 kq/m
125.6 Lrt/LFI
1317 CF/LF1
(70 L8/LFI
(81 LB/LF)
IB2 LBR.FI
(96 LB/LFl
(9T LB/LFI
1120 LB/LFf
1(24 LB/LFl
U48 LB/LFI
(9/ LB/LFl
(94 LB/LF)
1105 LB/Lfl
C
f121 LB/LFI
(147 LB/LFI
1130 LB/LFI
1177 L8/IFI
t160 LB/LF1
(192 LB/LF)
L3Y 041
167 (• 1
U91 L8/ FI
t T 8/
Y (•
f
60 LS/LF
a
r
1700 LB/LFI
1339 LB/LFI
t N LB FI
!3 7 LB I
1360 L8
1377 LB/LF)
4.22 m m
7.21 m m
4.63 m m
3.78 n n
5.04 n m
4,22 m m
S6 m m
C
(6'-/"1
t8'-IY7
FI
l 9.] CF/LF)
140.11F/LF)
130.3 CF/LF)
I4L9 CF/LFI
132.2 CF/Lfl
N5.1 CF/LF)
a
(49.8 Cf /LFl
N0,7 CF/LF)
(54.2 CF Fl
145.1 CF/LF)
(59.9 CF/1f1
�
Reinforcement
439 kq/m
539 kg/m
52 kg/m
609 kg/m
4J kq/n
6 kg/m
548 kq/m
6 kq/m
618 kg/m
671 kp/m
655 kq/m
r
6% kp/n
795 kq/m
4.9 m m
6 m /m
/ )
F
LB/LF)
(353 LB FI
(409 /LFl
Z
U20 LB/LFI
(402 LB/LF)
14(7 L8/LF)
t415 B/LFI
1424 LB/LF)
1440 LB/LFI
(4n LB/LFI
(468 LB/LF)
(534 LB/LF)
(51.0 CF/LFI
137.8 CIF/LF)
(53.1 CF/LF)
139.5 CF/LF
(51.9 CF/LF)
UL9 CF/Lf)
(58.7 Cf/LFI
115.9 CF/LFI
(64511.11F1
(19.9 CF/LFI
(69.5 CF/LFl
(55.6 CF/LFI
575.8 CF/Lf)
(61.6 CF/LF)
1847 CF/LF)
Reinforcement
55 kq/m
p kq/m
668 kq/m
7 kq/m
66 kg/m
B 1 kg/m
668 kq/m
86 kg/m
73 k0/01)
88 kg/m
799 kq/m
9 kg/m
"i
94] kg/m
899 kg/m
t130 kg/m
(371 LB/LF)
1471 B/ 1
a19 L FI
C
(146 L FI
1587 8/LFI
1119 LS/LF 1
ISBO LB/LFl
U92 LB/L
f596 LB/ Fl
1531 LBrI.►)
1605 LB/Lfl
f564 LB/LFf
(631 B/LF7
(601 LB F)
1759 LB/LF)
Wo,,,I 750 elm 250 me
175 it BO "1e 2m Ilr
Iso liar JTS nr 37S m■
3m ar 215 mm 225 awl
im Iti
v V
223 r
z
(n
124, 111'1
20"1 W7 00")17"1
R 1/a'1 m,
(G,
a!, 161
112'1 Hrl
v
(�
r
REINFORCED CONCRETE WINGWALLS
a
v
135
660
1
55
1 95 1 05
v
v
m
r
r
r
a
a
a
Z
• See Note 5, on Stongrd Pion DBDA.
Z
•• see Not• 6, on Standard Plan DBOA.
v
CD
v
• Seo Note 5, on Standard Plan DBOA.
Q
•• See Note 6, on Standard Plan DSOA.
STATE OF CALIFORNIA
DEPARTMENT
OF TRANSPORTATION
A
DEPARTMENT
OF TRANSPORTATION
STATE OF CALIFORNIA
• See Note 5, on Standard
Plan DBOA.
AND WINGWALLS
CAST-iN-PLACE
DEPARTMENT OF TRANSPORTATION
TYPE
A, B AND C
•• See Note 6, on Standard
Plan DBOA.
REINFORCED CONCRETE
These 'Standard Plena far Construction of Local Streets and Roods' contain snits In two
CAST -IN-PLACE
SINGLE
BOX CULVERT
systems of meossreannh International System of I1Nta t51 r ^lestrlc'1 and UNTad States
REINFORCED
CONCRETE
They Simdaro Pions far Construction of Load Streets and Roods• contain units h two
STadard Ysoxres shorn In the
parentheses l 1. The ieeourelrertTs expressed N the
systems
DEPARTMENT lY TRANSPORTATION
SINGLE BOX CULVERT
two systems r• rot rnc■aaarlyy
sqq ar, NirtddrigeaDla Se• the 4r•rare• of tM
CAST -IN-PLACE
These 'Standard
Plan far Construction of Local Streets and Rondo" contain units N two
REINFORCED CONCRETE
not nacsasar Ilgld ar fnterdrongeaWe. Sae the 4rerarC of TM
sy ts IS!owro�m
SINGLE
BOX CULVERT
W
of this psCReariaL
Stseadard Meas res shown In mi parwnthew 0. miintiryo�essssetd` In the"
They Stadrd
Plans far Construction of Local Streets oral Roods• contain salts N two
two systems are not
necessor egad r IntKdxrigeabe. Seo the ?rerrT at the
systems
Of msowreawlnt: Mrrotlonal System of llrilts (SI r "sntrk, ad United States
be of this pubilcatton
_D8
Standard Yeamres stvlwrt h its parentheses ().The measurements expressed in the
NO SCALE OB
two aystep
SPAN
Spon 1220 mm
1520 mm 1830 mm2135 mm2440 mm 1050 -13660'..14270 mm
U'1
1830 mm (6'1
2440 mm (8'1
0 9 IO II 12 5 20
3660 mm (127
4270 mm W')
4J ■ u1')
HEIGHT
1220 mm U'1
2135 mm fi'1
1830 mm t69
2135 mm !T)
2410 mm t8'1
Ycximum Earth Cover
HEIGHT
95 Imo (3'1
1220 mm N7
1520 mm (5'1
1830 mm (67
915 mm U'I
1220 mm N9
1520 mm t5')
1830 mm (6'1
2135 mm MTI
Maximum Earth Cover
•0 m
O m
m
m
m
6.0 ■
3.0 m
6.0 m
.0 m
6.0 m
.0 m
6.0 m
.0 m
.0 m
.0 m
6.0 m
3.0 m
6.0 m
215 mm
255 mm
215 mm
(10'1
(.20'1
l b7
(20'1
l 10'1
(20'1
1 t0'1
120'1
1101
(209
f b'1
(207
110'1
120'1
(10'1
(20'1
IBO mm
Roof TI
2 mm
205 mm
2 mm
2 mm
205 mm
205 mm
205 mm
205 mm
205 mm
230 mm
20 mm
230 mm
205 mm
23 mm
25 mm
230 mm
21 mm
230 mm
(10' '7
i ✓rr,w.v radar r .r• qw • r s>I
IB"1
lB"1
lB"1
(B••1
(B")
(89
(B"1
(B")
(B")
(9'9
(8"1
(9'7
IB"1
(9"1
(81 '7
(99
110.1
(9"1
(10"1
Mans T
50 mm
150 mm
ISD mm
IBO mm
K mm
190 mm
180 mm
2 mm
150 mm
50 mn
50 mm
IBO mm
W mm
19 mm
IBO mm
2 mm
205 mm
240 mm
�
2
f69
16'7
16'7
(7"1
16' "1
1T 9
(79
Z mm
(6"1
(6"I
(6'Y
177
!6' "1
(71/,")
(7"1
(8' "1
(B"1
(91/111
ll
Invert T}
ISO mm
205 mm
160 mm
205 mm
180 mm
205 mm
m0 mm
205 mm
205 mm
2}0 mm
205 mm
230 mm
205 mm
230 mm
205 mm
210 mm
205 mm
230 mm
197 l•W
t9Y P61
179
IB"1
IT'7
le"1
(7"1
[B'9
li"1
(8'7
(B"1
19'7
(8"1
19'7
18'7
19'7
f8")
19ry
(B"1
(9"1
Dimension '8"
Spacing
190 mm
2 mm
I mm
12 mm
19 mm
2 Iron
mm
II mm
Kr mm
12 mm
16 mm
I mm
16 mm
14 mm
16 mm
14 mm
16 mm
14 mm
c
IJ'$1
!TI "1
l5"1
171 '7
f5"I
(T '7
(5'9
(TI "1
NI '7
(6' "1
(5'7
1525 mm
1475 mm
1525 nen
f51 '1
161 '7f61
N75 mm
"1
f51 '7
a
"r' Size Br •
2ri l•7I
197 t•6)
22Y 1. 1
197 1.61
22Y P71
19u 061
22Y l•T)
197 1.61
2ri 071
197 (•61
2Y (•T>
197 1.61
227 1•Tl
22Y l•TI
22Y 1•T)
22Y PTl
22Y 071
22Y l•Tl
Sin Bar •
"e• Slu Bar •
137 1•I)
137 1.41
167 (•51
167 1.51
197 1.6)
19M (•W
22Y l• 1
197 (•61
137 (•4)
ISM (MI
167 (•51
167 (•51
ISM 061
197 l•6>
19M 1.61
22Y 1•TI
227 1. 1
22Y 1.11
2 mm
concrete
i•0 m m
1.14 m m
u8 m n
I. m m
1.32 m m
LIB m m
1105 LB/LF)
SPAN
Spon 1220 mm
1520 mm 1830 mm2135 mm2440 mm 1050 -13660'..14270 mm
U'1
1830 mm (6'1
2440 mm (8'1
0 9 IO II 12 5 20
3660 mm (127
4270 mm W')
4J ■ u1')
HEIGHT
1220 mm U'1
2135 mm fi'1
1830 mm t69
2135 mm !T)
2410 mm t8'1
Ycximum Earth Cover
HEIGHT
95 Imo (3'1
1220 mm N7
1520 mm (5'1
1830 mm (67
915 mm U'I
1220 mm N9
1520 mm t5')
1830 mm (6'1
2135 mm MTI
Maximum Earth Cover
•0 m
O m
m
m
m
6.0 ■
3.0 m
6.0 m
.0 m
6.0 m
.0 m
6.0 m
.0 m
.0 m
.0 m
6.0 m
3.0 m
6.0 m
215 mm
255 mm
215 mm
(10'1
(.20'1
l b7
(20'1
l 10'1
(20'1
1 t0'1
120'1
1101
(209
f b'1
(207
110'1
120'1
(10'1
(20'1
IBO mm
Roof TI
2 mm
205 mm
2 mm
2 mm
205 mm
205 mm
205 mm
205 mm
205 mm
230 mm
20 mm
230 mm
205 mm
23 mm
25 mm
230 mm
21 mm
230 mm
(10' '7
i ✓rr,w.v radar r .r• qw • r s>I
IB"1
lB"1
lB"1
(B••1
(B")
(89
(B"1
(B")
(B")
(9'9
(8"1
(9'7
IB"1
(9"1
(81 '7
(99
110.1
(9"1
(10"1
Mans T
50 mm
150 mm
ISD mm
IBO mm
K mm
190 mm
180 mm
2 mm
150 mm
50 mn
50 mm
IBO mm
W mm
19 mm
IBO mm
2 mm
205 mm
240 mm
�
2
f69
16'7
16'7
(7"1
16' "1
1T 9
(79
Z mm
(6"1
(6"I
(6'Y
177
!6' "1
(71/,")
(7"1
(8' "1
(B"1
(91/111
ll
Invert T}
ISO mm
205 mm
160 mm
205 mm
180 mm
205 mm
m0 mm
205 mm
205 mm
2}0 mm
205 mm
230 mm
205 mm
230 mm
205 mm
210 mm
205 mm
230 mm
197 l•W
t9Y P61
179
IB"1
IT'7
le"1
(7"1
[B'9
li"1
(8'7
(B"1
19'7
(8"1
19'7
18'7
19'7
f8")
19ry
(B"1
(9"1
Dimension '8"
Spacing
190 mm
2 mm
I mm
12 mm
19 mm
2 Iron
mm
II mm
Kr mm
12 mm
16 mm
I mm
16 mm
14 mm
16 mm
14 mm
16 mm
14 mm
c
IJ'$1
!TI "1
l5"1
171 '7
f5"I
(T '7
(5'9
(TI "1
NI '7
(6' "1
(5'7
1525 mm
1475 mm
1525 nen
f51 '1
161 '7f61
N75 mm
"1
f51 '7
a
"r' Size Br •
2ri l•7I
197 t•6)
22Y 1. 1
197 1.61
22Y P71
19u 061
22Y l•T)
197 1.61
2ri 071
197 (•61
2Y (•T>
197 1.61
227 1•Tl
22Y l•TI
22Y 1•T)
22Y PTl
22Y 071
22Y l•Tl
Sin Bar •
"e• Slu Bar •
137 1•I)
137 1.41
167 (•51
167 1.51
197 1.6)
19M (•W
22Y l• 1
197 (•61
137 (•4)
ISM (MI
167 (•51
167 (•51
ISM 061
197 l•6>
19M 1.61
22Y 1•TI
227 1. 1
22Y 1.11
2 mm
concrete
i•0 m m
1.14 m m
u8 m n
I. m m
1.32 m m
LIB m m
L4 m m
I.TO m m
1.2 m m
1.3 m m
1.36 m m
O'-Iry
m m
L7 m in
1.68 m m
1.9 m m
1.9 m m
MCF/LF)
2.21 m m
�S«
Q'-7ry
(1 L7 CF/LFI
n2.1 CF/ F)
(12.7 Cf/LFl
n4.2 fF/LFl
W.2 CF/LFI
f5.9 CF/LF1
t5.9 CF/LFI
118.] Cf/LFI
117.7 [F/LF)
(14.9 fF/LFI
W.6 CIF/LF)
(16.8 CF/LF)
(167 CF/LFI
u8.5 CF/LFI
U8.1 CF/LF)
121.0 FF/LFI
(20.7
(23.8 CF/LF)
o +-
Reinforcement
p1 kq/m
121 kq/m
122 kq/m
14 kg/m
NI kg/m
179 kg/m
Ips kq/m
220 kg/m
140 kq/m
NO kq/m
156 kq/m
IT6 kq/m
Ip kq/m
2t9 kq/m
193 kp/m
263 kg/m
238 Kg/m
286 kq/m
125.6 Lrt/LFI
1317 CF/LF1
(70 L8/LFI
(81 LB/LF)
IB2 LBR.FI
(96 LB/LFl
(9T LB/LFI
1120 LB/LFf
1(24 LB/LFl
U48 LB/LFI
(9/ LB/LFl
(94 LB/LF)
1105 LB/Lfl
(:IbLB/IFI
f121 LB/LFI
(147 LB/LFI
1130 LB/LFI
1177 L8/IFI
t160 LB/LF1
(192 LB/LF)
SPAN
Spon 1220 mm
1520 mm 1830 mm2135 mm2440 mm 1050 -13660'..14270 mm
U'1
15'1 (6'1 (T1 (8'1 110'1 121 W'1
2440 mm (8'1
0 9 IO II 12 5 20
3660 mm (127
4270 mm W')
4J ■ u1')
HEIGHT
1220 mm U'1
1520 mm t5'1
1830 mm t69
2135 mm !T)
2410 mm t8'1
Ycximum Earth Cover
3*0 m
6.0 m
3.0 m
O m
.0 m
6. m
m
m
m
6. m
6.D m
110'1
(20')
110'1
120'1
(10'1
1207
l 10'1
120'1
! 10')
120'1
120'1
Roof f(
215 mm
240 mm
25 mm
240 mm
25 mm
255 mm
215 mm
255 mm
215 mm
255 mm
2 mm
270 mm
(81/"l
(9' 9
2 mm
(91 '7
(81/"l
110'7
(81/211
110'7
(Id ")
(10"1
(101 9
Nala T2
150 mm
IBO mm
16 mm
190 mm
IBO mm
215 mm
205 mm
24 mm
215 mm
270 mm
V
20 mm
(6")
lT1
230 mm
205 mm
25 mm
26 mm
290 mm
240 elm
(8' ")
(10' '7
i ✓rr,w.v radar r .r• qw • r s>I
Invert t
205 mm
240 mm
205 mm
255 mm
205 mm
255 mm
2 OS mm
255 mm
205 mm
2 55 mm
U21 '7
J
(B'9
205 mm
lB'7
110.1
(B'7
(10"1
IBry
110'7
(Bry
110"1
r.
Spacing
150 mm
125 mm
ISD mm
t mm
t50 mm
1151 mm
50 mm
t25 mm
50 mm
151
111'1
(8,
01'1
181 '7
Uf9
320 mm
Spacing
US e1e1
mm
300 mm
00 mm
If
2 mm
Z mm
250 mm
2 mm
27 mm
Z50 mm
2 mm
2 mm
(1211p")
IU,
129
ll
U 1
Un
Url
t10")
lir)
Ilrl
(10'1
Ur7
IID")
250 mm
."a" Size Bar •
197 (•6)
2ri (•7I
197 (•61
227 1-7)
t9Y 1.61
2211 1'7)
197 0
22Y t•T)
197 l•W
t9Y P61
197 (•61
197 P61
(I
size •
Bor
197 P61
2211 1•
1911 061
2 Y III)
197 l•
227 P !
1911 1.6E
22Y 071
t9N 1.61
197 P61
tri (• 1
2ri III)
w
'D"
Dimension '8"
900 mm
9 mm
900 mm
92 mm
mm
Il mm
900 mm
150 mm
900 mm
1150 mm
900 mm
15 mm
c
Sze r •
I 1•
(2' -Irl
t2' -I r1
12'-1 r7
(]'-0.7
f2' -I r1
OWNER /DEVELOPER:
NEW WEST
PROPERTIES
369 SAN MIGUEL DRIVE, SUITE 375-A
NEWPORT BEACH, CA 92660
(949) 640-6420 * FAX: (949) 640-6484
BENCHMARK:
q1Y B.M. N0. 361
NAIL IN POLE �l1536697E
S.W. CORNER SULTANA &BASELINE
"d" bre, for girth covers up to and Including 3.0 m (10'1
Spon 1220 mm
1520 mm 1830 mm2135 mm2440 mm 1050 -13660'..14270 mm
U'1
15'1 (6'1 (T1 (8'1 110'1 121 W'1
Number T
0 9 IO II 12 5 20
MARK I BY I DATE
ENGINEER
REVISIONS
N
�'�
Is cosmrT amrT[ *oTa t
U n (61 L m 177
LI m m9
Us• rsintorcanentU ■ L4 m 3.0 m •ISM oU IM or i] • 700 mm tp")
fir N = 12-1 � fi00 r •197 (•6) Total
IG7 l/1 IID'1 -Top Of rat 2-'197 ('610 aEcls%RNa4t/IvllL-EoscGIrEG� ropiest r,�r
Too of atop•
05t• 300 mm tlY7VariesJUIY12002>',Var
�LNLET
10 m 1107
3050 mm 00')
3660 mm (127
4270 mm W')
4J ■ u1')
Max- N.60 m� foo Ing � �`"°'"' M'�' J��*• �••��
(6'7 RC PIPE DETAILS PART PLAN A -A SECTION B -B P=
4.9 • 1167
HEIGHT
520 mm <5'1
DIS COUsir 0.DUiE TOTAL MO CT b. 5 ET[
2135 mm (T'1
2440 mm 18'1
2745 mm 19'1
3050 mm (p•1
Maximum Earth lover
•0 m
6. m
.0 m
,0 m
.0 m
6. m
.0 m
6.D m
3.0 m
6.0 m
.0 m
6.0 m
3.0 n
(b'7
(207
l 107
10'1
t b9
120'1
! W'1
(ZD;,),
l 107
(20'1
f 10.1
(209
Roof T(
a[clsrElaa ctrl[ [•c I,[Ea
July 1, 2002
nws vrsw.[ o,R
rr
270 mm
205 mm
270 met
2 mm
270 mm
205 mm
270
2 mm
270 mm
25 mm
280 mm
2 mm
18'1
(Id ")
lB9
(101 9
(Iry
(101 '7
IB"1
!bl 9
In
Ila '7
err. r rwro-nl. r m roan r
awr r.• Iv..-rrov+ae rr m •r � tNa
(Irl
255 mm
Nous T2
2 mm
2 mm
20 mm
2 mm
2 mm
230 mm
205 mm
25 mm
26 mm
290 mm
240 elm
32 mm
�
i ✓rr,w.v radar r .r• qw • r s>I
IB"1
(n
18'1
(9,
119
(9"1
(B"1
110'1
(Bi '7
UI' `I
(91/"l
U21 '7
345 mm
45 -
Invert T}
205 mm
280 mm
rose mar to s >rD 54r Ta Ow b /k •Z elk,[ k MO✓/.wlr®sr
280 mm
mm
280 mm
205 mm
280 mm
205 mm
280 mm
M mm
280 mm
(12' `I
2,14
•727 1•pl ■
2m rile u,
lB9
11 rl
(Bry
lin
!cry
11 Irl
18'9
111'1
(8,
01'1
181 '7
Uf9
320 mm
Spacing
US e1e1
mm
300 mm
00 mm
If
2 mm
Z mm
250 mm
2 mm
27 mm
Z50 mm
2 mm
2 mm
(1211p")
IU,
129
ll
U 1
Un
Url
t10")
lir)
Ilrl
(10'1
Ur7
IID")
250 mm
."a" Size Bar •
197 (•6)
2ri (•7I
197 (•61
227 1-7)
t9Y 1.61
2211 1'7)
197 0
22Y t•T)
197 l•W
t9Y P61
197 (•61
197 P61
(I
size •
Bor
197 P61
2211 1•
1911 061
2 Y III)
197 l•
227 P !
1911 1.6E
22Y 071
t9N 1.61
197 P61
tri (• 1
2ri III)
w
'D"
Dimension '8"
900 mm
9 mm
900 mm
92 mm
mm
Il mm
900 mm
150 mm
900 mm
1150 mm
900 mm
15 mm
c
Sze r •
I 1•
(2' -Irl
t2' -I r1
12'-1 r7
(]'-0.7
f2' -I r1
IJ'$1
f2'-If7
13
12'-If7
ll' -9'7
(2' -Irl
(T-99
�
c
•-
Dimension "Br"
N15 mm
1525 mm
1475 mm
1525 nen
NT mm
52 mm
N75 mm
F1131.11
N75 mm
52 mm
N
1400 mm
132 mm
1325 mm
112 mm
(1•_8.1
15'-09
227 1'71
22Y 1•i)
(31-21
(7-99
(1'-q•I
(5'-0'1
(4'-q'7
f5' -D'1
(1•-7")
(1'-i'7
U'-49
13'-79
Sin Bar •
197 (•61
22Y t• 1
197 1.61
22M 1. 7
197 l•
2 M 1. 1
19M 1.61
22Y P7l
tri 1. 1
2ri 1•n
22Y 1. 1
2ri l• )
(500 mm
"C
Dimension 'C"
102 mm
102 mm
2250 mm
142 mm
2 mm
1125 mm
2 00 mm
8
2325 mm
N2 mm
m
2325 m2.50
142 mm
(6•_79
u• -I r7
u• -I r7
l]' -r9
tJ'-49
O'-Iry
U' -t9
!T'-7ry
a'-sry
(0'-Y9
N•-/9
(7•-T,
N' -Y1
Q'-7ry
t4' -B9
2ri (•)
• "e"
Size Br •
137 1.41
137 1.41
137 P11
I P41
137 (M1
137 1.41
I Y 1.41
177 1.41
137 (MI
137 011
167 051
KY (•
161
Conaret•
I mm
m m
L. m m
I m m
m m
,8 m n
m m
m m
2.58 m m
m m
2.98 m m
9 m m
N
121.6 CF/LFI
126,8 CF/LF)
(23.0 CF/LF)
29.5 CF/LFI
24.) CF/LF)
(3L0 Cf/LF1
125.6 Lrt/LFI
1317 CF/LF1
127.8 CF/LF)
(37.7 CF/LFl
132Jff/LFI
(42.3 Cf/LFI
C`i
Reinforcement
284 kq/m
J9 kq/m
J4 kq/m
424 119/10,
lBt kp/■
484 kq/m
446 kg/m
504 kg/m
467 kg/n
467 kq/m
536 kq/n
55 kq/m
L3Y 041
167 (• 1
U91 L8/ FI
t T 8/
Y (•
f
60 LS/LF
a
r
1700 LB/LFI
1339 LB/LFI
t N LB FI
!3 7 LB I
1360 L8
1377 LB/LF)
4.22 m m
7.21 m m
4.63 m m
3.78 n n
5.04 n m
4,22 m m
S6 m m
C
(6'-/"1
t8'-IY7
FI
l 9.] CF/LF)
140.11F/LF)
130.3 CF/LF)
I4L9 CF/LFI
132.2 CF/Lfl
N5.1 CF/LF)
131.5 CF )
(49.8 Cf /LFl
N0,7 CF/LF)
(54.2 CF Fl
145.1 CF/LF)
(59.9 CF/1f1
�
Reinforcement
439 kq/m
539 kg/m
52 kg/m
609 kg/m
4J kq/n
6 kg/m
548 kq/m
6 kq/m
618 kg/m
671 kp/m
655 kq/m
7q kq/m
6% kp/n
795 kq/m
4.9 m m
6 m /m
/ )
F
LB/LF)
(353 LB FI
(409 /LFl
Z
U20 LB/LFI
(402 LB/LF)
14(7 L8/LF)
t415 B/LFI
1424 LB/LF)
1440 LB/LFI
(4n LB/LFI
(468 LB/LF)
(534 LB/LF)
(51.0 CF/LFI
137.8 CIF/LF)
(53.1 CF/LF)
139.5 CF/LF
(51.9 CF/LF)
UL9 CF/Lf)
(58.7 Cf/LFI
115.9 CF/LFI
(64511.11F1
(19.9 CF/LFI
(69.5 CF/LFl
(55.6 CF/LFI
575.8 CF/Lf)
(61.6 CF/LF)
1847 CF/LF)
Reinforcement
55 kq/m
p kq/m
668 kq/m
7 kq/m
66 kg/m
B 1 kg/m
668 kq/m
86 kg/m
73 k0/01)
88 kg/m
799 kq/m
9 kg/m
"i
94] kg/m
899 kg/m
t130 kg/m
(371 LB/LF)
1471 B/ 1
a19 L FI
(522 LB/LFl
(146 L FI
1587 8/LFI
1119 LS/LF 1
ISBO LB/LFl
U92 LB/L
f596 LB/ Fl
1531 LBrI.►)
1605 LB/Lfl
f564 LB/LFf
(631 B/LF7
(601 LB F)
1759 LB/LF)
Wo,,,I 750 elm 250 me
175 it BO "1e 2m Ilr
Iso liar JTS nr 37S m■
3m ar 215 mm 225 awl
im Iti
v V
223 r
26 Ism
(n
124, 111'1
20"1 W7 00")17"1
R 1/a'1 m,
(G,
a!, 161
112'1 Hrl
v
r
REINFORCED CONCRETE WINGWALLS
a
v
135
660
1
55
1 95 1 05
v
m
r
r
a
a
Z
• See Note 5, on Stongrd Pion DBDA.
•• see Not• 6, on Standard Plan DBOA.
CD
v
STATE
OF CALIFORNIA
STATE OF CALIFORNIA
DEPARTMENT
OF TRANSPORTATION
A
DEPARTMENT
OF TRANSPORTATION
• See Note 5, on Standard
Plan DBOA.
AND WINGWALLS
CAST-iN-PLACE
TYPE
A, B AND C
•• See Note 6, on Standard
Plan DBOA.
REINFORCED CONCRETE
These 'Standard Plena far Construction of Local Streets and Roods' contain snits In two
SINGLE
BOX CULVERT
systems of meossreannh International System of I1Nta t51 r ^lestrlc'1 and UNTad States
STATE
OF CALIFORNIA
They Simdaro Pions far Construction of Load Streets and Roods• contain units h two
STadard Ysoxres shorn In the
parentheses l 1. The ieeourelrertTs expressed N the
systems
DEPARTMENT lY TRANSPORTATION
System of (hits (Sar "metrle9 ad United Stotea
two systems r• rot rnc■aaarlyy
sqq ar, NirtddrigeaDla Se• the 4r•rare• of tM
CAST -IN-PLACE
De9)tnFp
of the psralkotlon
REINFORCED CONCRETE
not nacsasar Ilgld ar fnterdrongeaWe. Sae the 4rerarC of TM
SINGLE
BOX CULVERT
W
of this psCReariaL
They Stadrd
Plans far Construction of Local Streets oral Roods• contain salts N two
NO SCALE D 8 OD
systems
Of msowreawlnt: Mrrotlonal System of llrilts (SI r "sntrk, ad United States
Standard Yeamres stvlwrt h its parentheses ().The measurements expressed in the
two aystep
are not
necessaryy e4sd K NtersixrigeaDe. See the 'fererarC at fir
De91(va(q of firs psi0totion
NO SCALE D $ QC
N
�'�
Is cosmrT amrT[ *oTa t
U n (61 L m 177
LI m m9
Us• rsintorcanentU ■ L4 m 3.0 m •ISM oU IM or i] • 700 mm tp")
fir N = 12-1 � fi00 r •197 (•6) Total
IG7 l/1 IID'1 -Top Of rat 2-'197 ('610 aEcls%RNa4t/IvllL-EoscGIrEG� ropiest r,�r
Too of atop•
05t• 300 mm tlY7VariesJUIY12002>',Var
�LNLET
10 m 1107
3050 mm 00')
3660 mm (127
4270 mm W')
4J ■ u1')
Max- N.60 m� foo Ing � �`"°'"' M'�' J��*• �••��
(6'7 RC PIPE DETAILS PART PLAN A -A SECTION B -B P=
4.9 • 1167
HEIGHT
520 mm <5'1
18]0 mm (6'1
2135 mm (T'1
2440 mm 18'1
2745 mm 19'1
3050 mm (p•1
Maximum Earth lover
•0 m
6. m
.0 m
,0 m
.0 m
6. m
.0 m
6.D m
3.0 m
6.0 m
.0 m
6.0 m
3.0 n
(b'7
(207
l 107
10'1
t b9
120'1
! W'1
(ZD;,),
l 107
(20'1
f 10.1
(209
Roof T(
� mm
270 mm
205 mm
270 met
2 mm
270 mm
205 mm
270
2 mm
270 mm
25 mm
280 mm
2 mm
18'1
(Id ")
lB9
(101 9
(Iry
(101 '7
IB"1
!bl 9
In
Ila '7
(81/"l
(Irl
255 mm
Nous T2
2 mm
2 mm
20 mm
2 mm
2 mm
230 mm
205 mm
25 mm
26 mm
290 mm
240 elm
32 mm
�
S
IB"1
(n
18'1
(9,
119
(9"1
(B"1
110'1
(Bi '7
UI' `I
(91/"l
U21 '7
345 mm
45 -
Invert T}
205 mm
280 mm
205 mm
280 mm
mm
280 mm
205 mm
280 mm
205 mm
280 mm
M mm
280 mm
(12' `I
2,14
•727 1•pl ■
2m rile u,
lB9
11 rl
(Bry
lin
!cry
11 Irl
18'9
111'1
(8,
01'1
181 '7
Uf9
320 mm
Spacing
US e1e1
mm
300 mm
00 mm
If
2 mm
Z mm
250 mm
2 mm
27 mm
Z50 mm
2 mm
2 mm
(1211p")
IU,
129
ll
U 1
Un
Url
t10")
lir)
Ilrl
(10'1
Ur7
IID")
250 mm
."a" Size Bar •
197 (•6)
2ri (•7I
197 (•61
227 1-7)
t9Y 1.61
2211 1'7)
197 0
22Y t•T)
197 l•W
t9Y P61
197 (•61
197 P61
(I
size •
Bor
197 P61
2211 1•
1911 061
2 Y III)
197 l•
227 P !
1911 1.6E
22Y 071
t9N 1.61
197 P61
tri (• 1
2ri III)
w
'D"
Dimension '8"
900 mm
9 mm
900 mm
92 mm
mm
Il mm
900 mm
150 mm
900 mm
1150 mm
900 mm
15 mm
c
Sze r •
I 1•
(2' -Irl
t2' -I r1
12'-1 r7
(]'-0.7
f2' -I r1
IJ'$1
f2'-If7
13
12'-If7
ll' -9'7
(2' -Irl
(T-99
�
c
•-
Dimension "Br"
N15 mm
1525 mm
1475 mm
1525 nen
NT mm
52 mm
N75 mm
F1131.11
N75 mm
52 mm
N00 mm
1400 mm
132 mm
1325 mm
112 mm
(1•_8.1
15'-09
227 1'71
22Y 1•i)
(31-21
(7-99
(1'-q•I
(5'-0'1
(4'-q'7
f5' -D'1
(1•-7")
(1'-i'7
U'-49
13'-79
Sin Bar •
197 (•61
22Y t• 1
197 1.61
22M 1. 7
197 l•
2 M 1. 1
19M 1.61
22Y P7l
tri 1. 1
2ri 1•n
22Y 1. 1
2ri l• )
(500 mm
"C
Dimension 'C"
102 mm
102 mm
2250 mm
142 mm
2 mm
1125 mm
2 00 mm
1425 mm
2325 mm
N2 mm
m
2325 m2.50
142 mm
(6•_79
u• -I r7
u• -I r7
l]' -r9
tJ'-49
O'-Iry
U' -t9
!T'-7ry
a'-sry
(0'-Y9
N•-/9
(7•-T,
N' -Y1
Q'-7ry
t4' -B9
2ri (•)
• "e"
Size Br •
137 1.41
137 1.41
137 P11
I P41
137 (M1
137 1.41
I Y 1.41
177 1.41
137 (MI
137 011
167 051
KY (•
161
Conaret•
I mm
m m
L. m m
I m m
m m
,8 m n
m m
m m
2.58 m m
m m
2.98 m m
9 m m
N
121.6 CF/LFI
126,8 CF/LF)
(23.0 CF/LF)
29.5 CF/LFI
24.) CF/LF)
(3L0 Cf/LF1
125.6 Lrt/LFI
1317 CF/LF1
127.8 CF/LF)
(37.7 CF/LFl
132Jff/LFI
(42.3 Cf/LFI
�
Reinforcement
284 kq/m
J9 kq/m
J4 kq/m
424 119/10,
lBt kp/■
484 kq/m
446 kg/m
504 kg/m
467 kg/n
467 kq/m
536 kq/n
55 kq/m
L3Y 041
167 (• 1
U91 L8/ FI
t T 8/
Y (•
f
60 LS/LF
13 5 LB/LF)
1700 LB/LFI
1339 LB/LFI
t N LB FI
!3 7 LB I
1360 L8
1377 LB/LF)
SPAN
Is cosmrT amrT[ *oTa t
U n (61 L m 177
LI m m9
Us• rsintorcanentU ■ L4 m 3.0 m •ISM oU IM or i] • 700 mm tp")
fir N = 12-1 � fi00 r •197 (•6) Total
IG7 l/1 IID'1 -Top Of rat 2-'197 ('610 aEcls%RNa4t/IvllL-EoscGIrEG� ropiest r,�r
Too of atop•
05t• 300 mm tlY7VariesJUIY12002>',Var
�LNLET
10 m 1107
.1 m all
3660 mm (127
4270 mm W')
4J ■ u1')
Max- N.60 m� foo Ing � �`"°'"' M'�' J��*• �••��
(6'7 RC PIPE DETAILS PART PLAN A -A SECTION B -B P=
4.9 • 1167
52 ■ ul'1
155 mm 2.0 m 2.6 m (8'-6'1 Max Callor _.h. > rr syr To Dare Ih >� A isk Iep//••rsMlale
HEIGHT
730 mm (6'1
2175 mm lT'1
2440 mm (8'1
2745 mm t9'1
}050 mm (107
3350 mm 1117
3660 mm 112')
MaximLas
Earth Cover
3.0 m
6.0 m
.0 m
6. m
3.0 m
.0 m
0 m
11.
O m
3.0 n
6.0 m
3.0 m
6.0 m
7.D m
6.0 m
3.0 m
6.0 m
( 107
l •)
! W1
f 07
1 q7
t20'I
-30-9"-m-
110
t20')
l 10.1
120'1
1 q'1
120'1
I q7
720'1
120'1
Roof T(
26 mm
305 mm
2 mm
mm
2 mm
240 mm
2 mm
30 mm
21 mm
3 mm
240 mm
30 mm
240 mm
3 mm
u
255 mm
( I y
11 "1
(81/.*)
112 ry
181 9
(12"1
July 1, 2002 cuso,
1129
181 9
¢2'9
(91 "I
try
191 '7
1179
S
Ndld T2
205 mm
255 mm
21 mm
2T mm
2 mm
270 mm
25 mm
290 mm
230 mm
320 mm
210 mm
345 mm
45 -
290 mm
380 mm
290 mm
255 mm
(B'7
U09
I/,")
UO' 9
(81/-)
IIW "1
(8s ry
(I I' '1
199
(12' `I
2,14
•727 1•pl ■
2m rile u,
B31/,)
U P '7
115")
battered sec+ion,
15 DIG atch D. r 136ry p 300 mm (IY7
For footing atop
LI
(overt 7 7
25 mm
'
320 mm
2 mm
32 mm
2 0 mm
320 mm
2 mm
320 mm
230 mm
3
240 mm
330 mm
25 mm
33 mm
3T mm
25 mm
1
/1
(9'1
02u 9
(9'9
(1211p")
(121 ry
t9'7
UY 9
(91 9
1p,
(Wry
IIT')
Invert
Spacing
225 mm
250 mm
22 mm
250 mm
2 mm
2 mm
2591-m
2 mm
2 mm
2 mm
250 mm
225 mm
225 mm
200 mm
115'1
( 7
(I
(9'1
(10"1
(9ry
1109
18'7
009
(B")
(109
1109
f9,
19'7
18,
250 mm
•"a" Size Bar •
rJll P
2 Y 1.7)
(•
2ri l• 1
197 (•6)
22Y 1. 1
1917 1.61
227 1.7)
194 l•6!
22Y (•
197 (•W
197 061
197 l•6)
t9Y (•
(10"1
Sze r •
I 1•
Y l•TI
197 1. 1
2 Y 1•
(•6)
2ri 1. 7
1.61
22Y 1'71
197 1.61
22Y (•
2211 1•
22)1 (•
197 (•
2ri (• 1
•-
Y (•
22 )
Dimension
950 mm
975 mm
II50 mm
IIS mm
II50 mm
1150 mm
II mm
I(5 mm
1100 mm
1325 mm
1100 mm
132 mm
1325 mm
112 mm
c
22Y l•TI
227 1'71
22Y 1•i)
(31-21
(7-99
13'-9"1
(7-99
(3'-Y7
(3'-19
13'-9ry
(3'-79
U'-49
13'-79
(4'-49
N'-/'1
U'-4'1
li
131 mm
Dimension ••BIT"
1850 mm
IB00 mm
1900 mm
202 mm
190 mm
202 mm
1500 mm
(500 mm
ISDD mm
500 mm
(500 mm
5O mm
1325 mm
132 mm
1T-4"1
U'-1'7
13'-1.7
l6'- "1
•-
16'-2")
(6•-79
(6•-2"1
(6•_79
u• -I r7
u• -I r7
a• -In
u• -Irl
a• -(n
u• -I r)
u'_4'9
14•-49
197 mm
2 mm
SI a Br •
I (•
071
1911 I.6)
2ri (•)
197 P61
22Y 1•)
t9Y 1.6)
tri 1.71
197 1.61
22Y PTI
2ri (•TI
2 1•T)
227 1•TI
22Y (•TI
Dimension 9;"
1325 mm
IIOp mm
247 mm
I mm
247 mm
1700 mm
2475 mm
1700 mm
2475 mm
1700 mm
247 mm
170 mm
2475 mm
1700 mm
16'-09
N
q'-1,
IT -7")
u' -n
f5'-7.1
(t'-1'1
(5'-7ry
22Y 1•Tl
(5'-7,
(8'{7
15'-7"1
(t' -Y7
(5'-r1
11'i9
(5'-T"1
25Y 081
• "e"
Stu Bar •
14 1.41
I 1.41
137 PO
137 041
I 1.41
I tMl
I 1.41
137 (M)
137 (•U
L3Y 041
167 (• 1
167 0
1611 (
Y (•
(950 mm
Concrete
L49 m m
7.50 m m
2.12 m m
.77 m m
.81 m n
3729 m m
].00 m m
4.22 m m
7.21 m m
4.63 m m
3.78 n n
5.04 n m
4,22 m m
S6 m m
C
(6'-/"1
t8'-IY7
FI
l 9.] CF/LF)
140.11F/LF)
130.3 CF/LF)
I4L9 CF/LFI
132.2 CF/Lfl
N5.1 CF/LF)
131.5 CF )
(49.8 Cf /LFl
N0,7 CF/LF)
(54.2 CF Fl
145.1 CF/LF)
(59.9 CF/1f1
�
Reinforcement
439 kq/m
539 kg/m
52 kg/m
609 kg/m
4J kq/n
6 kg/m
548 kq/m
6 kq/m
618 kg/m
671 kp/m
655 kq/m
7q kq/m
6% kp/n
795 kq/m
4.9 m m
6 m /m
/ )
F
LB/LF)
(353 LB FI
(409 /LFl
(365 L /LF)
U20 LB/LFI
(402 LB/LF)
14(7 L8/LF)
t415 B/LFI
1424 LB/LF)
1440 LB/LFI
(4n LB/LFI
(468 LB/LF)
(534 LB/LF)
SPAN
Is cosmrT amrT[ *oTa t
U n (61 L m 177
LI m m9
Us• rsintorcanentU ■ L4 m 3.0 m •ISM oU IM or i] • 700 mm tp")
fir N = 12-1 � fi00 r •197 (•6) Total
IG7 l/1 IID'1 -Top Of rat 2-'197 ('610 aEcls%RNa4t/IvllL-EoscGIrEG� ropiest r,�r
Too of atop•
05t• 300 mm tlY7VariesJUIY12002>',Var
�LNLET
10 m 1107
.1 m all
rolaarnlwmartcels••TooofN OUTLET °I! 0 Mem NEryExp it fpr Neoprene strip Typ rr S. r fderrr ro rr�-. • .ol-la-m '
4270 mm W')
4J ■ u1')
Max- N.60 m� foo Ing � �`"°'"' M'�' J��*• �••��
(6'7 RC PIPE DETAILS PART PLAN A -A SECTION B -B P=
4.9 • 1167
52 ■ ul'1
155 mm 2.0 m 2.6 m (8'-6'1 Max Callor _.h. > rr syr To Dare Ih >� A isk Iep//••rsMlale
DIST COUIT[ acuTE } T1 MOJECT M. S,I,CTc
6J n 207
HEIGHT
2115 mm 171
2410 mm 18'1
2145 mm (97
3050 mm t107
3350 mm UI'f
3660 mm t27
}960 Inm 1137
1270 mm tN'1
Maximum Earth Cover
3.0 n6.0
m
3.0 m
O m
���
6. m
.0 m
6.0 m
7.0 m
6.D m
3.0 m
6.0 m
3.0 m
6.0 m
3.0 m
6.0 n
F
t 109
t20')
t q'1
•wscss,
aCGISTEFEe Clrlt fx[IX[pl t ••.,
110.1
(209
110'1
(20.1
110'1
120'1
1 b7
120'1
(10'7
120'1
110.1
120'1
C
Roof T1
240 mm
35 mm
210 mm
35 mm
240 mm
355 mm
240 mm
355 mm
Z55 mm
355 eon
255 mm
355 mm
210 mm
355 mm
280 mm
755 mm
�
July 1, 2002 cuso,
(9' '1
U4'1
(91 '7
(N"1
(9s "1
U4")
191 '7
UI"1
(10"7
IN"1
UO"1
U4"1
(10' "I
W"1
II Y1
rLriS sPNWY WR i .�N
,6Y 1.51 •
1Do nr (12,
Neils T2
210 mm
28 mm
4 mm
290 mm
210 mm
290 mm
255 mm
320 mm
270 mm
355 mm
290 mm
380 mm
320 mm
Tr arm s ,^.o[rv/i• . ro rarer• r • '> Cel •
31 mm
41 mm
•727 1•gl1
229 r to
•727 1•pl ■
2m rile u,
(9
UY7
(91 "1
battered sec+ion,
15 DIG atch D. r 136ry p 300 mm (IY7
For footing atop
LI
(91 9
U11 "I
Ito"1
1121 "1
(101 '1
(11"I
tlF '7
sewn nvu.,x r .H uwlr, r. ars
e>.prrw„ I a:rraMe Torr riro p '''4rµ,/•
U21 '7
1161 '7
•297 1'91 •
229 IM In
(171 "1
•731 1.101 •
229 m• 197
T}
FIN -1.
3T mm
25 mm
3 mm
25 mm
3 0 mm
25 mm
370 mm
210 mm
310 mm
270 mm
380 mm
280 mm
380 mm
Ali
290 mm
38 mm
Rahf k ■ ID/Ifl
Invert
110'9
OQ "1
(10'7
1141 '9
1101
W' '7
(10"1
Cdhom row Im a >m ear To got fee •f. A1Ap1 k llh//aldllw,r
W ry
N/1")
' '7
04'/"1
(10' '7
115'1
(I r'1
(IS"1
(IP '1
115'1
Spacing
250 mm
25 mm
250 mm
22 mm
2 mm
200 mm
N
200 mm
250 mm
200 mm
200 mm
250 mm
250 lion
250 mm
250 mm
225 mm
110'1
(99
(W"1
19'9
(10"1
(B"1
110"1
18'7
(109
(89
(B")
(10"1
110"1
110"1
00'1
(9ry
•"a"
Stu Bar
22Y (• 1
O
2 1. 1
2 Y (-T)
Y l•
22
22Y 1. 1
2 1•
22 Y (•
22Y 1-h
Y (•
22 )
1. 1
197 6
22 Y P 1
I 9Y 1.61
22Y (• 1
197 1.61
227 1-7)
■
N
197 061
2 0 1
2ri (•)
22Y 1.71
2ri P71
2ri PTl
2ri 1. 1
22Y l•TI
227 1'71
22Y 1•i)
197 1.61
257 1.8)
22Y (•7)
257 (•81
22Y P7)
25Y (rBl
w
Dimension "B"
8 0 mm
12 Imo
102 eon
12 mm
1025 mm
131 mm
102 mm
1ST mm
1075 mm
v
qT5 mm
1315 mm
101 mm
1ST mm
N50 mm
1850 mm
c
"D"
12'-9'1
N'-2'1
1T-4"1
U'-1'7
13'-1.7
11'-6,
13'-19
(P-6"1
C
11'-69
13'-69
11'-69
(3'-6'7
(4'-6'7
U'-99
(6'-0'7
A.
� 1
Dimension "Br"
197 mm
2 mm
3 Ism
255 mm
2 0 mm
2550 mm
185 mm
1850 mm
a
1850 mm
IB50 mm
me -so mm
mm
Y 0 mm
137 mm
1850 mm
l6'-5'1
lT'-09
(T'-0"1
IB' -1'7
(T-0'1
IB' -4")
(6'-0'1
0"1
(6'-D'1
(6'-0"1
(6'-D'9
(6'-09
15'-0")
16'-0"1
(4'-6'7
16'-09
N
Size Br •
2 Y P 1
2ri (• 1
2 (•
227 P 1
22Y (-T)-
22Y 1•Tl
2ri 077
22Y P7)
r
22Y (•)
22Y 1.7)
25Y (•BI
25Y (•81
25Y 081
25N 081
ZSY 1.81
Xa.S •
"c"
Dimension "C"
122 mm
127 mm
2075 mm
20 mm
1800 mm
IB00 mm
Ie50 mm
(950 mm
2725 mm
1950 mm
2725 mm
(950 mm
2725 m m
1950 mm
2725 mm
1950 mm
11•_0'1
N'-2'1
16'-9"1
16'-9"1
(5'-10'1
(5'-10'9
(6•-0'7
(6'-1.7
C
(6'-/"1
t8'-IY7
(6'd'7
l8'-11"1
(6'-4"1
(8'-II"7
16'-49
• "e"
Sin Br •
I 1.11
137 P/I
IJY (MI
137 (M)
6Y Ptl
137 (MI
I Y 1.1)
137 1.17
LSY IMI
137 lMl
L1Y (MI
167 1.51
I9Y 1.61
194 (•61
197 1.67
197 (•61
Concrete
m m
13
4. m n
JLSI m n
4.9 m m
6 m /m
.p m m
.09 m m
15 m m
1.26 m m
Zi
1.61 m m
6.4 m m
SJT m m
D1 m /m
5.72 m m
75 m m
e
136.2 CF/LFI
(51.0 CF/LFI
137.8 CIF/LF)
(53.1 CF/LF)
139.5 CF/LF
(51.9 CF/LF)
UL9 CF/Lf)
(58.7 Cf/LFI
115.9 CF/LFI
(64511.11F1
(19.9 CF/LFI
(69.5 CF/LFl
(55.6 CF/LFI
575.8 CF/Lf)
(61.6 CF/LF)
1847 CF/LF)
Reinforcement
55 kq/m
p kq/m
668 kq/m
7 kq/m
66 kg/m
B 1 kg/m
668 kq/m
86 kg/m
73 k0/01)
88 kg/m
799 kq/m
9 kg/m
"i
94] kg/m
899 kg/m
t130 kg/m
(371 LB/LF)
1471 B/ 1
a19 L FI
(522 LB/LFl
(146 L FI
1587 8/LFI
1119 LS/LF 1
ISBO LB/LFl
U92 LB/L
f596 LB/ Fl
1531 LBrI.►)
1605 LB/Lfl
f564 LB/LFf
(631 B/LF7
(601 LB F)
1759 LB/LF)
Wo,,,I 750 elm 250 me
175 it BO "1e 2m Ilr
Iso liar JTS nr 37S m■
3m ar 215 mm 225 awl
im Iti
v V
223 r
26 Ism
(n
124, 111'1
20"1 W7 00")17"1
R 1/a'1 m,
(G,
a!, 161
112'1 Hrl
v
r
REINFORCED CONCRETE WINGWALLS
a
v
135
660
1
55
1 95 1 05
v
m
r
a
• See Note 5, on Stongrd Pion DBDA.
•• see Not• 6, on Standard Plan DBOA.
CD
STATE
OF CALIFORNIA
STATE OF CALIFORNIA
DEPARTMENT
OF TRANSPORTATION
DEPARTMENT
OF TRANSPORTATION
ENDWALLS
AND WINGWALLS
CAST-iN-PLACE
TYPE
A, B AND C
REINFORCED CONCRETE
These 'Standard Plena far Construction of Local Streets and Roods' contain snits In two
SINGLE
BOX CULVERT
systems of meossreannh International System of I1Nta t51 r ^lestrlc'1 and UNTad States
They Simdaro Pions far Construction of Load Streets and Roods• contain units h two
STadard Ysoxres shorn In the
parentheses l 1. The ieeourelrertTs expressed N the
systems
of measurement: htKrotlond
System of (hits (Sar "metrle9 ad United Stotea
two systems r• rot rnc■aaarlyy
sqq ar, NirtddrigeaDla Se• the 4r•rare• of tM
STaidrtl Measres shown N the parentheses (I.TM measurements expressed In the
De9)tnFp
of the psralkotlon
taro aystemt are
not nacsasar Ilgld ar fnterdrongeaWe. Sae the 4rerarC of TM
W
of this psCReariaL
NO SCALE D 8 OD
SPAN
Is cosmrT amrT[ *oTa t
U n (61 L m 177
LI m m9
Us• rsintorcanentU ■ L4 m 3.0 m •ISM oU IM or i] • 700 mm tp")
fir N = 12-1 � fi00 r •197 (•6) Total
IG7 l/1 IID'1 -Top Of rat 2-'197 ('610 aEcls%RNa4t/IvllL-EoscGIrEG� ropiest r,�r
Too of atop•
05t• 300 mm tlY7VariesJUIY12002>',Var
�LNLET
10 m 1107
.1 m all
rolaarnlwmartcels••TooofN OUTLET °I! 0 Mem NEryExp it fpr Neoprene strip Typ rr S. r fderrr ro rr�-. • .ol-la-m '
4270 mm W')
4J ■ u1')
Max- N.60 m� foo Ing � �`"°'"' M'�' J��*• �••��
(6'7 RC PIPE DETAILS PART PLAN A -A SECTION B -B P=
4.9 • 1167
52 ■ ul'1
155 mm 2.0 m 2.6 m (8'-6'1 Max Callor _.h. > rr syr To Dare Ih >� A isk Iep//••rsMlale
5.1 m lH1
6J n 207
HEIGHT
2115 mm 171
2410 mm 18'1
2145 mm (97
3050 mm t107
3350 mm UI'f
3660 mm t27
}960 Inm 1137
1270 mm tN'1
Maximum Earth Cover
3.0 n6.0
m
3.0 m
O m
.0 m
6. m
.0 m
6.0 m
7.0 m
6.D m
3.0 m
6.0 m
3.0 m
6.0 m
3.0 m
6.0 n
F
t 109
t20')
t q'1
120'1
110.1
(209
110'1
(20.1
110'1
120'1
1 b7
120'1
(10'7
120'1
110.1
120'1
C
Roof T1
240 mm
35 mm
210 mm
35 mm
240 mm
355 mm
240 mm
355 mm
Z55 mm
355 eon
255 mm
355 mm
210 mm
355 mm
280 mm
755 mm
�
-
(9' '1
U4'1
(91 '7
(N"1
(9s "1
U4")
191 '7
UI"1
(10"7
IN"1
UO"1
U4"1
(10' "I
W"1
II Y1
W9
,6Y 1.51 •
1Do nr (12,
Neils T2
210 mm
28 mm
4 mm
290 mm
210 mm
290 mm
255 mm
320 mm
270 mm
355 mm
290 mm
380 mm
320 mm
42 mm
31 mm
41 mm
•727 1•gl1
229 r to
•727 1•pl ■
2m rile u,
(9
UY7
(91 "1
battered sec+ion,
15 DIG atch D. r 136ry p 300 mm (IY7
For footing atop
LI
(91 9
U11 "I
Ito"1
1121 "1
(101 '1
(11"I
tlF '7
115"1
U21 '7
1161 '7
•297 1'91 •
229 IM In
(171 "1
•731 1.101 •
229 m• 197
T}
FIN -1.
3T mm
25 mm
3 mm
25 mm
3 0 mm
25 mm
370 mm
210 mm
310 mm
270 mm
380 mm
280 mm
380 mm
Ali
290 mm
38 mm
Rahf k ■ ID/Ifl
Invert
110'9
OQ "1
(10'7
1141 '9
1101
W' '7
(10"1
INI '7
W ry
N/1")
' '7
04'/"1
(10' '7
115'1
(I r'1
(IS"1
(IP '1
115'1
Spacing
250 mm
25 mm
250 mm
22 mm
2 mm
200 mm
Z50 mm
200 mm
250 mm
200 mm
200 mm
250 mm
250 lion
250 mm
250 mm
225 mm
110'1
(99
(W"1
19'9
(10"1
(B"1
110"1
18'7
(109
(89
(B")
(10"1
110"1
110"1
00'1
(9ry
•"a"
Stu Bar
22Y (• 1
2 (IT)
2 1. 1
2 Y (-T)
Y l•
22
22Y 1. 1
2 1•
22 Y (•
22Y 1-h
Y (•
22 )
1. 1
197 6
22 Y P 1
I 9Y 1.61
22Y (• 1
197 1.61
227 1-7)
■
Size Bar •
197 061
2 0 1
2ri (•)
22Y 1.71
2ri P71
2ri PTl
2ri 1. 1
22Y l•TI
227 1'71
22Y 1•i)
197 1.61
257 1.8)
22Y (•7)
257 (•81
22Y P7)
25Y (rBl
w
Dimension "B"
8 0 mm
12 Imo
102 eon
12 mm
1025 mm
131 mm
102 mm
1ST mm
1075 mm
1375 mm
qT5 mm
1315 mm
101 mm
1ST mm
N50 mm
1850 mm
c
"D"
12'-9'1
N'-2'1
1T-4"1
U'-1'7
13'-1.7
11'-6,
13'-19
(P-6"1
(3'-69
11'-69
13'-69
11'-69
(3'-6'7
(4'-6'7
U'-99
(6'-0'7
A.
� 1
Dimension "Br"
197 mm
2 mm
3 Ism
255 mm
2 0 mm
2550 mm
185 mm
1850 mm
1850 mm
1850 mm
IB50 mm
me -so mm
mm
Y 0 mm
137 mm
1850 mm
l6'-5'1
lT'-09
(T'-0"1
IB' -1'7
(T-0'1
IB' -4")
(6'-0'1
0"1
(6'-D'1
(6'-0"1
(6'-D'9
(6'-09
15'-0")
16'-0"1
(4'-6'7
16'-09
N
Size Br •
2 Y P 1
2ri (• 1
2 (•
227 P 1
22Y (-T)-
22Y 1•Tl
2ri 077
22Y P7)
22Y PTI
22Y (•)
22Y 1.7)
25Y (•BI
25Y (•81
25Y 081
25N 081
ZSY 1.81
Xa.S •
"c"
Dimension "C"
122 mm
127 mm
2075 mm
20 mm
1800 mm
IB00 mm
Ie50 mm
(950 mm
2725 mm
1950 mm
2725 mm
(950 mm
2725 m m
1950 mm
2725 mm
1950 mm
11•_0'1
N'-2'1
16'-9"1
16'-9"1
(5'-10'1
(5'-10'9
(6•-0'7
(6'-1.7
(8' -In
(6'-/"1
t8'-IY7
(6'd'7
l8'-11"1
(6'-4"1
(8'-II"7
16'-49
• "e"
Sin Br •
I 1.11
137 P/I
IJY (MI
137 (M)
6Y Ptl
137 (MI
I Y 1.1)
137 1.17
LSY IMI
137 lMl
L1Y (MI
167 1.51
I9Y 1.61
194 (•61
197 1.67
197 (•61
Concrete
m m
13
4. m n
JLSI m n
4.9 m m
6 m /m
.p m m
.09 m m
15 m m
1.26 m m
4 m m
1.61 m m
6.4 m m
SJT m m
D1 m /m
5.72 m m
75 m m
e
136.2 CF/LFI
(51.0 CF/LFI
137.8 CIF/LF)
(53.1 CF/LF)
139.5 CF/LF
(51.9 CF/LF)
UL9 CF/Lf)
(58.7 Cf/LFI
115.9 CF/LFI
(64511.11F1
(19.9 CF/LFI
(69.5 CF/LFl
(55.6 CF/LFI
575.8 CF/Lf)
(61.6 CF/LF)
1847 CF/LF)
Reinforcement
55 kq/m
p kq/m
668 kq/m
7 kq/m
66 kg/m
B 1 kg/m
668 kq/m
86 kg/m
73 k0/01)
88 kg/m
799 kq/m
9 kg/m
839 kq/m
94] kg/m
899 kg/m
t130 kg/m
(371 LB/LF)
1471 B/ 1
a19 L FI
(522 LB/LFl
(146 L FI
1587 8/LFI
1119 LS/LF 1
ISBO LB/LFl
U92 LB/L
f596 LB/ Fl
1531 LBrI.►)
1605 LB/Lfl
f564 LB/LFf
(631 B/LF7
(601 LB F)
1759 LB/LF)
'R• DATE
CITY
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
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 PLANS TO BRING
THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS iN
EFFECT.
SEAL -ENGINEER
/QRpfESS/pN\
A
ti m
No. 25917 r''
yt Exp. 12/31/05
\`rqJ' CIVIC
F OF CA1-�F���
Osat "M'
Is cosmrT amrT[ *oTa t
U n (61 L m 177
LI m m9
Us• rsintorcanentU ■ L4 m 3.0 m •ISM oU IM or i] • 700 mm tp")
fir N = 12-1 � fi00 r •197 (•6) Total
IG7 l/1 IID'1 -Top Of rat 2-'197 ('610 aEcls%RNa4t/IvllL-EoscGIrEG� ropiest r,�r
Too of atop•
05t• 300 mm tlY7VariesJUIY12002>',Var
�LNLET
10 m 1107
.1 m all
rolaarnlwmartcels••TooofN OUTLET °I! 0 Mem NEryExp it fpr Neoprene strip Typ rr S. r fderrr ro rr�-. • .ol-la-m '
1,o n 1111
4J ■ u1')
Max- N.60 m� foo Ing � �`"°'"' M'�' J��*• �••��
(6'7 RC PIPE DETAILS PART PLAN A -A SECTION B -B P=
4.9 • 1167
52 ■ ul'1
155 mm 2.0 m 2.6 m (8'-6'1 Max Callor _.h. > rr syr To Dare Ih >� A isk Iep//••rsMlale
5.1 m lH1
6J n 207
liar l6'-G91bx
E - � - •197 1.61 Total i (�Q(r If required. slop• protectlan details
E F. footing •167 1.51 2-•197 1.61 0 197 ('� re shorn elsewhere in the rood F
N : Optional B=1270 mm 11'-2'1 Total 6
(- 8300 mm 112"1 Dlons, r as dlrecte0 by the Engineer.
•L311 1.41 I?
969 lir 13'-2, IRo rtr (3'-n 270 mm II• -2^f 420 rti N' -n 575 nm '-2'7 770 Mom 5'-1 B mm (1'-2"1 2070 rlr (6 -1r)! 2YS mar tar -2, 23 rr Ir -n 2110 r 11'-0, 2610 nr 11'-n 28 IM (Y-1'1 )050 Ie■ m'-0"1
iIr 110'-8 JI mm t1Y-Iry 3660 mm lQ'-7'1
tw - 300 mm
(•610
109 Inm 7-0'1 mar 7-2, 105 ar r-1, 1 sr 7-G9
r 7-n 560 r r-10'1
r 997
•1911 (•61 Bars for (2'7
r 12'-2,
lb r IF -41
concrete pipe only
imm (Y -n
rtr 13'-n
- � SECTION C -C SECTION D -D 5o Do. �,°a,wind1e(B�
1120 IM U' -n
2 mm 11'-
- -
N mm lr-n
B
c UM LC -610 mm l2' -Ory _ DTo•�o •r Use nook Ddts •
s mm (3•-e9 ITo mm
2ta 1¢■ Ir -z, uta Ilr (regi, NTs mi N'�0'1
Layout
ys � Nook baits d 485 mm 0771
�- X for metal pipe Design,•N'•= spacing, 5Iz• and
o
Nzs ioi Is• -n mlo ar Ii• -0, Bio mm Ie• -1,
`=
Yoy M varied by the Const � I c"61 Ola .50 mm etgth Provided by
TYPICAL LAYOUT EXAMPLE Engineer to null - - - - _ monufocturK for
2 •I}Y (•11
N
F
conditions N the t1e10. �- meld pipes ON
Number Dov 'b" i "e" bora Indicates distance •197 1•6) 0 i
from Top of footing to upper end of Dors Bar L Reinf shorn
`
C
759 me r-2,
cutoffs may be varied In Increments of 150 mm c6'1. }(jp mm ]00 mm 1171 Is in addition I 2--19M 1.61 Bars
E for RC Dupes
_ IYry Cutoff roe If required to regular rat
I (
r
.Ig„ (•y p oral as directed Dy ins � Reinf
NOTES a 300 Ism 1171 Engineer. Way D• vrtetl L--'---- ----J
1 mm (r -in
UNt Stresses fa= 165 MPG (24,000 poll. fc= 9 MPG 8.300 DsN,n = b by the Engineer to salt Additional •137 1.4) U
`1311 1.4)brs F at }pq mm 1171
C
Maximum Tom Pressors = 114 kPa U k/sfl. csxWliisxn in the fte)d.
Z
ElevotlorL length IT1d and• of flare of rings may W SECTION E -E SECTION f -F TYPE C WALL
(�jyq
varied by the Engineer to Suit conditions encountered
..�
Ingo
N the field. NoBs designed for 600 mm Q1ttve loos surcharge, �•
I: LS tl.651 sloping su'chrq• not 10 exceed LS m 57 In elevation
ttve load aurehor r sx11{mitetl h2 12d1 su'ehr0e. - (A�-- 2-'t9Y t•61 � 840 nen •137 1.41 0:1 or � p 300 mm tlY'1
Ylnn�
}
�pals
600 mm t24"1 qs. (3'-0'1
; I t2'-99
�
-
It 1. LS 1111/2:0 slope exceeds L5 m (57, use Type 2 retoininq araC -----
--__---- T
170 IM r-6 , 180 m■ r -T'7
Nd height may be exceeded by ISD mm 169 bafar• W1tW t0 I] mm (I/,"1 Exp
floor� mm BO -1 Neoprene strip 230 met
Lty,1
570 mm 7-9, 550 Irl r -9'/E9
560 lir 7-41
the next QreotK "far'. it /�
9 YD •
B D
�
LS m (51) Max for 1:1.5 11'/p U f18 segos. I IS m (57 Max for It LS Us/=: U f0 skpes, WAIN � p mm 11/=7 Exp it fIRK 6�e�W'tf
unlimited for segos flatter than 1:1.5 11 /z: D srvtmited for akpes fktttK Mm Is LS d /p U
•16M 1.51 � 600 mm t2'-0"1 �•�ylyo<
•v
r
437 (M) Abnq FIs elope 937 1•41 Along FY slope I 300 mmlp"1
top of rd " too of r•167 P51 �
3DO p 300 mm •
�
�p
mm xa: I if Unbss otherwise
300 msax I Gutter er U- ,Max Gutter er e0 (try �� }pp mm 11' -Ory designoTed
shoulder stasAder 0 �
,6Y 1.51 •
1Do nr (12,
,6Y 1.51 a
275 m• (In
� I .(6Y 051 d(� 2-'197 06)
o
I g
•1911 1•W •
6m me 21'1
July 1. 2002 �
•t7Y l•Il p 8100 mail 1129
"r' ors
M3Y 1.0 • •LW 4) •
6m r RI, 150 Ism ryry
Vertical9m mm tic, E
�
•167 t•S) •
175 r 17'1
"c" bons - Short "b" Dars � -J 2-•197 061
�� miW, Verricd Barter 99 to 1400 l%:e 27 2-•r.N1 1.6)• �
1S
Q
a
,ass ,rrae+.[ osR Y
Br Det }-I • m (5')a 300 mm 112'9
300 mm (129 above i ••e•' bars
•727 (•1011
375 mw IB,
•727 1'g11
3m mm @,
� (,gyp
groun0. -
- Short c 450 nr ¢I'1 Short "e•' Drs
E "c" Dor See Plan BD -3, o mli
•727 1•gl1
229 r to
•727 1•pl ■
2m rile u,
Vertical Irueas next to o , TYPE A
c LTY P41s 2-•194 06) E TYPE B
•767 1'101
26 mm t1 '/,
H=4,! ■
battered sec+ion,
15 DIG atch D. r 136ry p 300 mm (IY7
For footing atop
LI
'167 l•Sl • •5Y lest 1
Sm ar (2n 750 nim 01'1
'167 1.51 a
250 nr Un
tonat Jt- END ELEVATION
}5 pia dimensions and reinforcement
'227 .I)*
310 Ira OS,
rr. arm .>/ cwrrrv, r arra-, r • i0 1'�� ••
�w..�r �''?
a bars STRAIGHT WINGWALLS seaon
•2SY 1.81 •
375 r ¢n
•297 1.91 •
175 mm (5,
&Step"
z3o mm 199 R PrimB3 -
(pry tOnar it STATE OF CALFORNIA
� d• Drs DEPARTMENT (]i TRANSPORTATION
•177----L�
•297 1.91 •
279 nr tln
•297 1'91 •
229 IM In
Told T m01
7 20D mm t/•'1 �• PIPE CULVERT HEADWALLS!
•731 1.101 •
229 m• 197
fK'1
`jqq 1/3 •137 � 4fTotal ' -1300 117-01 E N D W A L L S AND WINGWALLS
�
9
mm ra.
rJOop' ' TYPES A, B AND C
LS) 10.17
y .d v,��r r m. a�'w+
�
B
These "Standard Plan for Construction of Local Streets and Roods• cantdn unite in two
L91 10.791
6
systems Of nnasureanrdi International System Of Wits (9 or'ele}ficry oral lWTed States
2.91 OJII
]Ji 8261
Stordrd Measures shown in the parentheses 11. The meoarenwets esspr•sied In the
7.61 0.151
xyJi ■
451 5
dweabe• Sea arar
two system are row Inceiaary egeal K Ntrg
TYPICAL SECTION TYPICAL SECTION t»ptalAw of trial DtDAaaloM1
the 4erJ of theu_I
Rahf k ■ ID/Ifl
N 071 21 W
2 m (q') THRU 3.7 m (12') H=4.0 m (13') THRU 6.1 m (20') NO SCALE 690A
Is IJp
r rr •!•
Osat "M'
12 m N1 m (51
U n (61 L m 177
LI m m9
L m 197
10 m 1107
.1 m all
1/ s 021
1,o n 1111
4J ■ u1')
1.6 m 15,
4.9 • 1167
52 ■ ul'1
55 ■ IfB'1
5.1 m lH1
6J n 207
■
969 lir 13'-2, IRo rtr (3'-n 270 mm II• -2^f 420 rti N' -n 575 nm '-2'7 770 Mom 5'-1 B mm (1'-2"1 2070 rlr (6 -1r)! 2YS mar tar -2, 23 rr Ir -n 2110 r 11'-0, 2610 nr 11'-n 28 IM (Y-1'1 )050 Ie■ m'-0"1
iIr 110'-8 JI mm t1Y-Iry 3660 mm lQ'-7'1
C
109 Inm 7-0'1 mar 7-2, 105 ar r-1, 1 sr 7-G9
r 7-n 560 r r-10'1
Iti 17'0'1
r 12'-2,
lb r IF -41
la [OwM1 0.0Ui[ "'E 0.eOJOtT ETS
imm (Y -n
rtr 13'-n
mm ('-/,
1120 IM U' -n
2 mm 11'-
1720 mm 11'-/ry
N mm lr-n
B
660 m■ Ir -z"1 T6s m■ 2'-G9 865 esu IY 965 mm u•-2,
s mm (3•-e9 ITo mm
2ta 1¢■ Ir -z, uta Ilr (regi, NTs mi N'�0'1
x=67■
16n m■ Is• -1,
Nzs ioi Is• -n mlo ar Ii• -0, Bio mm Ie• -1,
]o mm Ie•-
rls Im l7•-0"1 zz7s mn Ir -1,
F
759 me r-2,
(201
1 mm (r -in
Batter
None
(�jyq
Ingo
REGISTERED [Irl[ EIx,ImW-•,p•[ssr�e
}
305 me 7-0,
170 IM r-6 , 180 m■ r -T'7
190 ms 7-7'/i7 sm Dr 7-n 520 ms
570 mm 7-9, 550 Irl r -9'/E9
560 lir 7-41
"b" bre
Ibrr
•167 1.51 •
]T5 mm U5,
,6Y 1.51 •
1Do nr (12,
,6Y 1.51 a
275 m• (In
•167 0518
225 m■ 19"1
•1911 1•W •
6m me 21'1
July 1. 2002 �
•2211 1•T) •
170 roe ¢T,
"r' ors
M3Y 1.0 • •LW 4) •
6m r RI, 150 Ism ryry
•167 VS) • •167 1•SI •
5m M 120'! 750 ms ¢/,
167 I•SI 1
250 mm Ipry
•167 t•S) •
175 r 17'1
•197 1.61 •
t90 Iti lT'/:�
•227 1•n •
2m nlel (n
,ass ,rrae+.[ osR Y
•297 1.911
STS iD• IIS,
•727 (•1011
375 mw IB,
•727 1'g11
3m mm @,
•727 1.10)1
zis m■ tln
•727 1•gl1
229 r to
•727 1•pl ■
2m rile u,
•767 INO •
z2S sear t9,
•767 1'101
26 mm t1 '/,
H=4,! ■
,]Y 0111 •I}Y •q 1
6m nr 219 150 ar (•,
'167 l•Sl • •5Y lest 1
Sm ar (2n 750 nim 01'1
'167 1.51 a
250 nr Un
•197 1.6)1
750 Mem W,
'227 .I)*
310 Ira OS,
rr. arm .>/ cwrrrv, r arra-, r • i0 1'�� ••
�w..�r �''?
•227 (.110
300 alar (Y,
•2SY 1.81 •
375 r ¢n
•297 1.91 •
175 mm (5,
•297 1.91 •
Jm IM 1129
•297 1.91 •
279 nr tln
•297 1'91 •
229 IM In
•297 091 •
2m nr 11'1
•731 1.101 •
229 m• 197
fK'1
Carve ■ /m 1 /
�
9
L 105
LS) 10.17
y .d v,��r r m. a�'w+
�
1.17 10.771
L91 10.791
6
LTi 61N
2.91 OJII
]Ji 8261
1Y 6361
7.61 0.151
xyJi ■
451 5
4.L 6T
Rahf k ■ ID/Ifl
N 071 21 W
2109111 37 A2
Is IJp
r rr •!•
T (1
92 (63
IU ITN
IO! 1771
131 198
155 0011
Y7 U2L
H=4.3 m
253 IT
24 fN9
]0T 2061
ansa row ha a W4 .109 To py to Ih •d rlk>P Is trey/wwOrnpr
H-4.0
017
m
-
� Y
Short Dora
IU7
x=l.T m
IY7
S,
■
■
H=30 At
17 ■
tp
(12
001
H=2.T ■
r
1=Z.4
`(2310
_
2 26 2lis
N
'1
� 1
ll' 9
26m
21
23
Ik2J7
� I6
0
H41 ■
�
�
�
"r'Dara
N
tL7
�
IT
Y 18 D 16 6•1
'1
Xa.S •
�i
.. Y �
IS -n
16 (6 09
x=1.2
snort "c^ Drs
C
-
r
C
Z
�-p�
�.p� 't�.Its�;t� I(�yly'•,I rD•-1��� 1�.I�.'yt' �r�r-���� 'tpYl�I f'p.'t�I I1�.It�•I1 Irp lt@tI '1�-•Itgtl 'r J�'I'p1
N
6m nr 150 nr
Wo,,,I 750 elm 250 me
175 it BO "1e 2m Ilr
Iso liar JTS nr 37S m■
3m ar 215 mm 225 awl
im Iti
v V
223 r
26 Ism
(n
124, 111'1
20"1 W7 00")17"1
R 1/a'1 m,
(G,
a!, 161
112'1 Hrl
v
r
REINFORCED CONCRETE WINGWALLS
a
Z
135
660
1
55
1 95 1 05
v
m
STATE
OF CALIFORNIA
DEPARTMENT
OF TRANSPORTATION
PIPE CULVERT HEADWALLS,
ENDWALLS
AND WINGWALLS
TYPE
A, B AND C
These 'Standard Plena far Construction of Local Streets and Roods' contain snits In two
systems of meossreannh International System of I1Nta t51 r ^lestrlc'1 and UNTad States
STadard Ysoxres shorn In the
parentheses l 1. The ieeourelrertTs expressed N the
two systems r• rot rnc■aaarlyy
sqq ar, NirtddrigeaDla Se• the 4r•rare• of tM
De9)tnFp
of the psralkotlon
NO SCALE D si OB
Osat "M'
12 m N1 m (51
U n (61 L m 177
LI m m9
L m 197
10 m 1107
.1 m all
1/ s 021
1,o n 1111
4J ■ u1')
1.6 m 15,
4.9 • 1167
52 ■ ul'1
55 ■ IfB'1
5.1 m lH1
6J n 207
■
969 lir 13'-2, IRo rtr (3'-n 270 mm II• -2^f 420 rti N' -n 575 nm '-2'7 770 Mom 5'-1 B mm (1'-2"1 2070 rlr (6 -1r)! 2YS mar tar -2, 23 rr Ir -n 2110 r 11'-0, 2610 nr 11'-n 28 IM (Y-1'1 )050 Ie■ m'-0"1
iIr 110'-8 JI mm t1Y-Iry 3660 mm lQ'-7'1
C
109 Inm 7-0'1 mar 7-2, 105 ar r-1, 1 sr 7-G9
r 7-n 560 r r-10'1
Iti 17'0'1
r 12'-2,
lb r IF -41
760 IM fY-G,
imm (Y -n
rtr 13'-n
mm ('-/,
1120 IM U' -n
2 mm 11'-
1720 mm 11'-/ry
N mm lr-n
B
660 m■ Ir -z"1 T6s m■ 2'-G9 865 esu IY 965 mm u•-2,
s mm (3•-e9 ITo mm
2ta 1¢■ Ir -z, uta Ilr (regi, NTs mi N'�0'1
I5T5 eA Is• -n
16n m■ Is• -1,
Nzs ioi Is• -n mlo ar Ii• -0, Bio mm Ie• -1,
]o mm Ie•-
rls Im l7•-0"1 zz7s mn Ir -1,
F
759 me r-2,
1 mm (r -in
Batter
None
Ingo
til
}
305 me 7-0,
170 IM r-6 , 180 m■ r -T'7
190 ms 7-7'/i7 sm Dr 7-n 520 ms
570 mm 7-9, 550 Irl r -9'/E9
560 lir 7-41
"b" bre
Ibrr
•167 1.51 •
]T5 mm U5,
,6Y 1.51 •
1Do nr (12,
,6Y 1.51 a
275 m• (In
•167 0518
225 m■ 19"1
•1911 1•W •
6m me 21'1
•197 1.61 •
450 mm IY'1
•2211 1•T) •
170 roe ¢T,
"r' ors
M3Y 1.0 • •LW 4) •
6m r RI, 150 Ism ryry
•167 VS) • •167 1•SI •
5m M 120'! 750 ms ¢/,
167 I•SI 1
250 mm Ipry
•167 t•S) •
175 r 17'1
•197 1.61 •
t90 Iti lT'/:�
•227 1•n •
2m nlel (n
•227 1•n •
BO r (try
•297 1.911
STS iD• IIS,
•727 (•1011
375 mw IB,
•727 1'g11
3m mm @,
•727 1.10)1
zis m■ tln
•727 1•gl1
229 r to
•727 1•pl ■
2m rile u,
•767 INO •
z2S sear t9,
•767 1'101
26 mm t1 '/,
"d' Dara
,]Y 0111 •I}Y •q 1
6m nr 219 150 ar (•,
'167 l•Sl • •5Y lest 1
Sm ar (2n 750 nim 01'1
'167 1.51 a
250 nr Un
•197 1.6)1
750 Mem W,
'227 .I)*
310 Ira OS,
•257 1.1)1
Im arm 06,
•227 (.110
300 alar (Y,
•2SY 1.81 •
375 r ¢n
•297 1.91 •
175 mm (5,
•297 1.91 •
Jm IM 1129
•297 1.91 •
279 nr tln
•297 1'91 •
229 IM In
•297 091 •
2m nr 11'1
•731 1.101 •
229 m• 197
•727 1.10)1
ZB mm 11 '/E,
Carve ■ /m 1 /
0.10 10 .73 0.95 10.3M
IJo 10.111 1.27 10.191
L 105
LS) 10.17
10.611
1.17 10.771
L91 10.791
6
LTi 61N
2.91 OJII
]Ji 8261
1Y 6361
7.61 0.151
18f 0551
4.L 6T
Rahf k ■ ID/Ifl
N 071 21 W
2109111 37 A2
Is IJp
S,
9 (Sn
T (1
92 (63
IU ITN
IO! 1771
131 198
155 0011
Y7 U2L
210 0/ 0
253 IT
24 fN9
]0T 2061
CSL ENGINEERING, INC.
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 * FAX (909) 785-5180
CITY OF FONTANA, CALIFORNIA
DRAWM BY:
SE
DESIGNED BY:
PREPARED BY: R.C.E. N0. 25917 SE
_ EXP. 12/31/05)
• ��' S' - -ATE: Z, ¢ _ O¢ CHECKED
RICHARD A. SCIANNI JJL
STORM DRAIN IMPROVEMENT PLAN SCALE:
1"=40'
TRACT 16379 DATE:
. ETAIL ET,, FEBRUARY, 2003
lyz" , P
_ DWG. N0. SHEET
TY I R: RICARDO SANDOVAL R.C.E. 5115 3384 iZ OF 1 011
JN597/02-12-03/597SD3.DWG/S:40