HomeMy WebLinkAbout3066-61
OPTIONAL
PER
..it STD. s!
k
r
Eu
ROUND
EDGES
TO 75 mm
1591
SECTION
l
C_ t
iC
z,
w
.i a ur'" i
G. i ,. Ax I n +.
� T OF s
j
t
TABLE L OF VALUES FOR F
IT
E BARSyT
900 mm (361 -
1975,060)
X
"
01 #
MANHOLE FRAME
TIE IR. ARS2yy
1125 o (459 195 7 3/4Q),
c
1200 mm (48r)- 5 fa(8-11
I X Y
h
g ° g
m
6 ° 6
SHAFT
fd` i f tt(
t" k
(Y
S
1425 5r)9,35 1 1/41
P
9
1500 mm Sd �l 24th am
PLAN 524 w
(
14
1554 mm (66 26�4 10 1140
1 r
w,k r
�*
1800 mm 72; m
r
r
i i w
126 x 50 mm
2m mm 1 1135 13 J/48Y_
®
!100 rmn 12,,-6")555 mm 1149
t r
•
S
TOg MM (11089 405 mm Ofp,
t •: t"". � , "#I •� (�, r '
2850 mm (11410) 420 1 1l2-
d, r �'' �a",t I Yb g"WAea
3000 mm 1200 450 17m
5150 mm 12 0 450 mm (170)
5500 mm (1320445 17 1/20)
45M 0 450 tem (4 0 1139
5450 mm 0381 445 mfh,117 1/20)
�°
O 144 455 crm, {1 "1
SECTION G -G
TABLE OF VA -UES FOR R (SEE '1"
USED WHEN 8 IS 1500 mm
SECTION PA's UNPAVED p
BOTH WAYS. TO BE USED
MAX. MIN.
A -A 867 mm W m m
1 e
C®C 282 11"9 217 mm (8 1/2') 410 mm 1151 {150)
OR MORE
AMERICAN PU 1C .
STF}&€PLANN
ICMANH„,
w -,
t
b
OR
��,^,r��
dames
1T THIS STEP IN
STD. PLAN.524
PAVED STREETS
12:mm
15$1 STREET GRADE
A
125 x 25 ova 15' x I'9
a t=,
RING SEAT
400 mm 11609 FOR PAV
7 1.-----1 (6')
STREETS, 650 mnmo {2° m209
ROUND
EDGES
TO 75 mm
1591
SECTION
l
C_ t
iC
z,
w
.i a ur'" i
G. i ,. Ax I n +.
� T OF s
j
t
TABLE L OF VALUES FOR F
IT
F SPUR
900 mm (361 -
1975,060)
X
"
01 #
MANHOLE FRAME
10,50 mm 429 , 100 M' ' 1120i
OF 1q�g5gg 0 mmuut
1125 o (459 195 7 3/4Q),
�pb� ggyp pryp
R Ym' 9
1200 mm (48r)- 5 fa(8-11
^apylND
agE�y p,
STD. D. L W.kg0
1275 mm (511 213 ii m 1< `1 ' '),
6 ° 6
SHAFT
1350 mm ( 253 .
Y P
1425 5r)9,35 1 1/41
0 BARS
1500 mm Sd �l 24th am
PLAN 524 w
1575 mm (630) 255 MM 009
14
1554 mm (66 26�4 10 1140
BARS
1725 Mai 165 } 275 rmn (10 5/4° .
�*
1800 mm 72; m
I 7 m} 00 nun: 11 5!4119
2100 mm (849 520 02'1122)
126 x 50 mm
2m mm 1 1135 13 J/48Y_
®
!100 rmn 12,,-6")555 mm 1149
2550 mm (102") 5 5 min (15 11"20)
PIPE SEAT E
TOg MM (11089 405 mm Ofp,
2850 mm (11410) 420 1 1l2-
.
t5�
3000 mm 1200 450 17m
5150 mm 12 0 450 mm (170)
5500 mm (1320445 17 1/20)
45M 0 450 tem (4 0 1139
5450 mm 0381 445 mfh,117 1/20)
�°
O 144 455 crm, {1 "1
SECTION G -G
TABLE OF VA -UES FOR R (SEE '1"
USED WHEN 8 IS 1500 mm
SECTION PA's UNPAVED p
BOTH WAYS. TO BE USED
MAX. MIN.
A -A 867 mm W m m
1 e
C®C 282 11"9 217 mm (8 1/2') 410 mm 1151 {150)
OR MORE
AMERICAN PU 1C .
STF}&€PLANN
ICMANH„,
w -,
„T.
„
b
OR
SHEET OF 4
1T THIS STEP IN
E BARS
G M�a BARS --
u
�1 � �t`Is15Im STREET
1�
.— �.
F SPUR
GRADE
X
WITH A MAX
MANHOLE FRAME
e
OF 1q�g5gg 0 mmuut
COVER
�pb� ggyp pryp
R Ym' 9
pg a��p
94 ®�'omY�M MANHOLE
�qy
LE
^apylND
agE�y p,
STD. D. L W.kg0
PLAN
6 ° 6
SHAFT
Y P
PER STD. 1-
0 BARS
(SHAFT NOT SHOWN)
PLAN 524 w
TIE BARS
14
STEPS wF
BARS
SHEET 4 OF 't
�*
TIE- S
126 x 50 mm
®
t5*x9
S
PIPE SEAT E
BARS 125 ,
1LE
ELEV. S 1
.
t5�
cB BARS
45M 0 450 tem (4 0 1139
�°
STH S. TO E
SECTION G -G
15 45£1 04 1so) oc
USED WHEN 8 IS 1500 mm
BOTH WAYS. TO BE USED
16009 OR MORE
WHEN D2 1S 1500 -(60')
OR MORE
SECTION N -M -P-0
CONCRETE INGS PER
1T THIS STEP IN
STD. PLAN.524
PAVED STREETS
12:mm
15$1 STREET GRADE
A
125 x 25 ova 15' x I'9
150, t� (611)
RING SEAT
400 mm 11609 FOR PAV
7 1.-----1 (6')
STREETS, 650 mnmo {2° m209
----� H BAR
FOR UNPAVED STREETS
150 ftmg9
�. VARIABLE
TIE BARS ----r—',
BARS
150 mm (6")
TIE BARS
F F J BARS
ROUND EDGES TO
75 nwn (39 P
SECTION
F
k , t '... 9 1p ( si b � 1 k f"4' q�.W� ! d ,,��, ""� ( , '.,„ . ... .-_ , +l'. t• , ^ ( ? [n. � i . ', ( ^ w} I -a
hX C.,:� #� ,...¢ F"""e . P" +, C..k C.._ . �_.,A '•v� , ... J d"`"i ,... ..v #1 +. r }.a`a f 3 s 6 .. '''xy < n, #, 'm , `. '{ n..' }- t""
I >
STANDARD}
MEMIC
"
MAN «OLE PIPE TO PIPE (LARGE SIDE
MANHOLE P11PE TO PIPE (LARGE SIDE 114LET)
X) q Y r
Prepared Under The Supervision Of
AaLEM°dla °MA' °
10001 CHURCH STREET STE. 107
RANCHO t
'+R'"h $ f Y 1B4 ( t, * N. [ } -}I
' t_., of t,.' z }` „,Wy S o- rvt
#. CE 62183 ..., _.�.. �,{
ate
SHEET 2 OF.t
t kq g
4 1 k Al ,,3 1 1�,�.t ,.r @ i i C 8 °. a € "
' L
r , tlysW
IC
322-1
SHEET 3 OF 4
"
MAN «OLE PIPE TO PIPE (LARGE SIDE
CONCRETE CRADLE.
}
SECTION Z- SECT I ON M -M
FF W i
Y ty.. VUR j� r'
SHEET I OF 2
0
5 1 t p c H ,P y, }
C C g"' X5 S„.J n b r9 ` 5 i _"x ,...} vol } S"-� ": m�'n - .P }(� ' P i 6 p i `S, i :'"�. �,,,.. ;• [ �F d �r I ,` ¢ Ix �. & '""4 n ,.,_ 9 >
W. t -':,.,D P i ! x 1 t ~: i �. t y E # s r i # t ,,� & P' t"411-11
II III N..
STANDARD M, 3METRIC331-2
th AL M 11m off rum I it I Li -111
Ile'
pg
AIR
#'
No. 62183
• - !
Prepared Under The Supervision Of
AaLEM°dla °MA' °
10001 CHURCH STREET STE. 107
RANCHO t
'+R'"h $ f Y 1B4 ( t, * N. [ } -}I
' t_., of t,.' z }` „,Wy S o- rvt
#. CE 62183 ..., _.�.. �,{
ate
trITY OF FONTANA, CAUFORNIA
EMmT iRJ
TAMMAI1<01 �
DRAWN B
#SIERRA
AVENUE
m m WET
$ 'amxm w:o
_
W'
■
1,
`
I fes. 2003 0
FEB.
Y P
@1j _ NO.:
3066
_..w._... .._.... _.._ ......._. ,........ ... .._' .... _. _ u._ _ ".._..__._....
M.
1 D . PLANN
STANDARD
ME FRIC
14
i
SHEET 4 OF 't
5 1 t p c H ,P y, }
C C g"' X5 S„.J n b r9 ` 5 i _"x ,...} vol } S"-� ": m�'n - .P }(� ' P i 6 p i `S, i :'"�. �,,,.. ;• [ �F d �r I ,` ¢ Ix �. & '""4 n ,.,_ 9 >
W. t -':,.,D P i ! x 1 t ~: i �. t y E # s r i # t ,,� & P' t"411-11
II III N..
STANDARD M, 3METRIC331-2
th AL M 11m off rum I it I Li -111
`..r. r"_ 0,''r.' '� 1,
{!i t'r W' MAM:# %}
, INTERSECTION - BEARING i r '. ' - w
j!,1' SPIKE AT
RAILROAD
OF CITRUS AVE, AND LOS CEDROS ALONG THE NORTH
THE EAST SIDE OF CITRUSAVE, 58/5, BASIS OF
BEARINGS OR THIS • y.
toy
Ile'
pg
AIR
#'
No. 62183
• - !
Prepared Under The Supervision Of
AaLEM°dla °MA' °
10001 CHURCH STREET STE. 107
RANCHO t
'+R'"h $ f Y 1B4 ( t, * N. [ } -}I
' t_., of t,.' z }` „,Wy S o- rvt
#. CE 62183 ..., _.�.. �,{
ate
trITY OF FONTANA, CAUFORNIA
EMmT iRJ
TAMMAI1<01 �
DRAWN B
#SIERRA
AVENUE
m m WET
$ 'amxm w:o
_
W'
■
1,
`
I fes. 2003 0
FEB.
Y P
@1j _ NO.:
3066
J:t661-1404lst0rmisd6.dwa. Pict. 02115/2003 02:19:09 PIM. fs