HomeMy WebLinkAbout4137-3am
m I
ofw o+w 1+00
aoo 70.00
%Soo 65-00
5aoo woo
ZOO moo
0+00 O+m
1+00
M, 00 4500
70.00 70.00
moo 6500
moo W.00
moo moo
5aoo moo
4500 4500
0+00 O+m ffw 0+00 0+50 mw
,70.00
moo
0+00
0+50 mm
MOO MOO
4500 45.00
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ol�w 0-�w
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EDUS TO BE ROUNDED
AND COVER PER PER STD. PLAN 324
too TO 75 (111) R
25 mo x 95 m
10
STM PLAN 630 OMIT THI$ STEP
(Soldo)
ct" tc
At tA
�MANHOLE IN PAVED STREETS
I
RINI S , EAT
SHAFT Ras "a (9
J R, a I D
OF SPUR 1
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF T14E BOX IS LESS
�-Iso wh Q0000,
THAN 867 mm (2'-10 1/2") FOR PAVED STREET'S OR 1060 mm (311-61 FOR
MIN.
PLAN 3,24 PAVED STREETS.
UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL 'N".
ALL STEEL REW 13M
DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMMOF 150 mm (61 WHEN
0 04 0.4111 OC
LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (3'-6*)
im nCTA I I I'M" Of AN
I OR I Fq. R—
STREE T GR
MANHOLE FRAME CONCRETE RINGS
STREET GRADE
AND COVER PER PER STD. PLAN 324
25 mo x 95 m
10
STM PLAN 630 OMIT THI$ STEP
(Soldo)
244
�MANHOLE IN PAVED STREETS
RINI S , EAT
SHAFT Ras "a (9
PER STD. 400 mm (1611) FOR
PLAN 3,24 PAVED STREETS.
900 mat (3'.06) 650 mo (W-29
STREETS FO UN
too.
PAVED STR E 3
J
ir
50 mm (5420) PIPE SEAT
RWND EDGES
OF INLETS
ROUND EDGES
tog
INLET ELEVATION
SECTION
C -C
APPLIES ATNIS
POINT'
SECTION
A -A
STATION LINE
�--900 m W-04
200 mm (99—
STEPS
430 mm 084
a
4500
�% 4
30 00,$
�,ALE 1'.
a -17117r. A "W" WE, FA
TYPICAL STORM DRAIN ENCASEMENT DETAIL
N. T. S.
Tal -L FREE 1 800-'9'26-2600 - I -- I 1- -111, -111- 1111171- -1 - - - -1 1 1 1 , I li � - pill
1c SERvict gy mtk6kouo %Mq�t ALI" ST"ARM IN EFFI�CT.
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