HomeMy WebLinkAbout4086-11Y ( ----MANHOLE FRAME AND
Pw) HOOPS r
COVEN PRESSURE TYPE
PER STD, PLAN 211
200 Min 686 mm 200 Wirt ; ELEVATION
952 mm (T 3/411)
STEPS
BASISOF
BEARINGS:
�.
1 () HOOP BARS
ELECTRICALLY BUTT
WELD ENDS OR LAR
NDS OF BAR 450 mm
(1811)
F THE NORTHEAST 1/4 OF
SECTION ,' TOWNSHIP
r, NORTH, Ra+•'sem WEST, SAN BE R AR MERIDIAN,
COUNTY F SAN
: f. • y,. D NO
s � _ Aiwa t
♦laid a laLWA
;.ala,
• ? • M � � III i �
LA
I=
Limitof
for pipe
Construct PCC
cutoff wal M
PLAN
)ue end on Inlet section
>ve end on outlet section
w
B
END VIEW
MINIMUM DIMENSIONS
PIPE
A
B
C
D
E
PE
SLOPE
300 mm
100 mm
45 mm
600 mm
600 nm
c.
(121)
(4')(
3/4
)
(24')
( ')
d
v
450 mm
225 mm
58 mm
630 mm
575 mm
910 mm
(9')
(181)
(91)C
1/4
) as
(27')
(36')
240 mm
600 Tin
240 mm
7C nn
(24'x
TIDO "wCalonn
1/4
>
°
(24'X
1/9Z)3/4
)
43 1/2
1-37-0mv
)(48')
1520 mm
$
750 mm
30O mm
B3 mm
(30')
ei2°X
1/4
)
(541)
'
^
1600 mi,1880
mm
900 mm
375 mm
95 mm
ua
) a
(36')
(15'X
3/4
)
)
(72')
1600°m
1050 mr
525 mm
107 mr
3 1/2
1600 n
1980 mm
cu
(42')
(211X
1/4
)+
IB20mm
(78')
�,
1200 m
600 m
m
18220m
13 m
(48')
(24'1
5/8
)
{72')
1650 mp
(04')
2080 ro
054')
1350 m
675 mmW11
MT,
(54')
(27'X.
1/9
)
(65')
L 082')
PRECAST CONCRETE FLARED END SECTION TYPE A
LBa'ra"
Construct PCC
cutoff watt
PLAN
Tongue end on Inlet section.
Groove end on outlet section
9
Limit of paymen
for pipe•.s
SECTION R -B
PRECAST CONCRETE FLARED ENI) SECTION TYPE B
w
END VIEW
MINIMUM DIMENSIONS
PIPE
Dia
A
B
C
D
E
SLIP
300 mm
100 mm
39 mm
550 mm
600 mmmm
(12°a
(4°)t
1/2 '
(
1 3/4')(24')
d
v
450 mm
225 mm
mm
630 mm
910 mm
(18')
(9')
1 3/4
)
(25')
(36')
600 mm
240 mm
5 mm
1 060 m
210 mm
(24'x
1/2
1/4
>
°
(42)
(48`)
750 mm
300 mm
71 mn
1340 n
1520 mn
(301)
(12')
2 3/4
) ZO°
a,
(53')
°)
W
900 mm
375 mm
S1 mm
1570
1820 m
(36')
t15°)
3 1/4
) a
(72')
1050 m
525 mm
mm
1600°m
1980 mm
(42')
3 1/2
)
(78')
1200 n
600 mm
03 m
IB20mm
130 m
(48')
(24')
(4')
(72')
1350 m
675 mn
2 mm
1670 m
2080 m
054')
C27`X
3/Q
NOTES,
1. Contractor has the option of using either Type A or B
precast concrete flared end section,
2. C dimension varies by manufacturer
and will be paid for as concrete pipe.
STATE OF CALIFORNIA
DEPARTMENT OF TRANSPORTATION
CONCRETE FLARED
ENS] SECTIONS
These 'Standard Plans for Construction of Local Streets and Roads' contain units In two
systems
measrd urements sInterhown lnttheal System of Units (SI or 'metric')pprr and United States
two systems are not necessarily equals horInterchaneses gable SeentheP°Foreword®natt the
beginning of this publication.
- -D)4I3
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE .SEAL -ENGINEER
SHOULD F TIME REQUIRED IMPROVEMENTS NOT
�. r� 9 �:; C7 �?. �> � W @ C�° G�$ i. (i AF 6°-�-A�° Q�OFESSIQ��{
COMMENCE WITHIN T YEA F THE [SATE F APPROVAL a
ti
SHOWN HEREON AN CARRIED FORTH IN A DILIGENT MANNER, THEw ARIC R�. TORREISON
w No. 66068
CITE` ENGINEER MAY REQUIRE T THE PLANS T IN � Exp. 06-�0-08 �
THEMINTO CONFORMANCE WITH CONDITIONSAND STANDARDS IN `E'a� civ�\,
F
OF C A�tFC�
EFFECT.
BY;