HomeMy WebLinkAbout3999-3"M
REQUIRED "D" LOAD FOR REINFORCED CONCRETE PIPE LAID PER STD, 0W(3, 2-D 177
CASE M BEDDING DESIGN DENSITY�: 140 pxf
P�pe
$�Ze
pipe t7 1 71 2 2C C1
3 24
SIZE -7— 1-25 1.J 4 r,-57— —6 .3000 -3000 3000 .3 �2
00
0 t
t,
560
C—C, L500, =A250 10 1750 7225 7 0 .5
2110- 5 273-0- ?5q., 7T
awcf =TE=P&KF1LL 175 2
Imo
21 �5- 50
t150 Z250 500
24 1500 2=50
7 30
0 150 33
513 I�
0
175t00, w 2�
fM 00 0
1600 A4 Is
190
45
42 1 00 1400 1300
14 5 IC 1 00 .... ... ........ — — 73T
M00 300 114 tail f G 170051
51 1300 Ito 1400 757'p, _1600
Ind 1 _L099-
0 �Gco
57
75F M00
57- 00
r 00 goo tzoo
J0 % 6-3
60 -- — —1 1750 5
6-3 - 11501 - =so =50— i0so —
7 —ee 7 Ma- Soo
6-9 1 80 j7th
a -Lj 50 053
— 260
7
600
'3
Q
9q. 1500 0
'-TO—,Q 1600 1 0�0
Trv�ith Conditicn
U, �ron;h Vildth 20 Ir,-h,;s
Vestreted Trerch *414th
DATA,
J.oCd to is z 1,8
�Ne i HZO - S 16 tnlc�'
NOTE,
S ANGELES COUNTY
ror Genvol Notits see Sheet L FI -00Q CONTROL DISTRICT
"D" LOAD TABLE FOR
DESIGN OF REINFORCED
CONCRETE PIPE
T- REVISION$
SX, K
Ar:?. OW P OY
ii-Kii" i�
;0w
s MALE
NONE DEC� "7o SHR T Z; She IR 27
..................... .
4b,
N)
C LATERAL/CONNECTOR PIPE
---FOR OUTLET $EE sp.
CONG, PIPE, RGF OR C5F
CATCH BASIN PLANS
0MAIN LINE RCP -1
6 CATCH SASIN FLOOR
265 Kt -C-14 Mpa
(450- -2000)
MAIN LINE
ROP
(4.)
,,,�ASEMENT,
CONCPIPE,
1
t
N1,
e—CLASS C
MORTAR
T
k 15 mm (1/21) MI
SEE NOTE 4
STA. P'
t B
BEDDING OF
A 450
4f,
INLETrlrr---
BACKFILL WITH
265 f4o
t'l It,".
445
SEE NOTE 6
�
%C-14
(450- -2000)
CONCRETE OR
COMPACT SOIL T
BASIS OF BEARINGS.
1,j _j
1.9 0 .U4
RELA1 I vt DENS I
REQUIRED BY
RAILROAD SPIKE AT INTERSECTION
01
$PECIFICATIONS
CASE I
)NCISTURSED EARTH
THE No. LINE OF SEC. 30, T.lN.,R.5W,,
S.B.M. PER R.S. 58/5, WAS USED AS
BEDDING, PER
AVE., IN POWER POLE NO. 9011E
ON THE EAST SIDE OF CITRUS
$PECIFICATIONS
PLAN
CASE
I
1EV771467.59
A 770N.
SECTION
B—B
A
1/2 DID MIN, 49�
P4
8
ACDF I LL
BEDDING
SECTION C—C
RXIMF IF I
aLAN
CASE 3
SADDLE CONNECTION
SECTION
RIME,
N, 3 441
T
PROMULGATED $Y VIle JUNCTION ST
PUP4.10 WAKS A
StNDARTKS IK��
(ID < 600 mm (24111
1684
REV, 1W "fiffirAW film
Cement grout
0
capping at end of pip -e
SECTION,
MR.110,
q. P1 PE
IBLE
k laid lengthwise
3nd mortared
iside edge of R.C.P. groove
lul �4�
---FOR OUTLET $EE sp.
CATCH BASIN PLANS
6 CATCH SASIN FLOOR
265 Kt -C-14 Mpa
(450- -2000)
CON%OEN
,,,�ASEMENT,
CONCPIPE,
RCP OR CSP
A
1/2 DID MIN, 49�
P4
8
ACDF I LL
BEDDING
SECTION C—C
RXIMF IF I
aLAN
CASE 3
SADDLE CONNECTION
SECTION
RIME,
N, 3 441
T
PROMULGATED $Y VIle JUNCTION ST
PUP4.10 WAKS A
StNDARTKS IK��
(ID < 600 mm (24111
1684
REV, 1W "fiffirAW film
Cement grout
0
capping at end of pip -e
SECTION,
MR.110,
q. P1 PE
IBLE
k laid lengthwise
3nd mortared
iside edge of R.C.P. groove
lul �4�
,):\126-18571stori-n\caltransSDO3.dwci, 12/5/2005 5:35:58 PM, iv
?ENCH MARK. -L–Lo
BASIS OF BEARINGS.
RAILROAD SPIKE AT INTERSECTION
THE BEARING OF N89'30'06"E ALONG
OF CITRUS AVE. AND LOS CEDROS
THE No. LINE OF SEC. 30, T.lN.,R.5W,,
S.B.M. PER R.S. 58/5, WAS USED AS
AVE., IN POWER POLE NO. 9011E
ON THE EAST SIDE OF CITRUS
AVE.
THE BASIS OF BEARINGS FOR THIS
1EV771467.59
A 770N.
PLAN,
Mwoommum
L0
Prepared Under ThSupervision Tire Supervisn Of e
, CALIFORNIA
lll�—SSI�OnN�A,,
e
PREPARED IN THE OFFICE OF
MADOLE
S TORY
DRA IN IMPRO VEMEN T PLA NS
AND ASSOCIATES, INC.
uj C 66388 m
760-A S. ROCHESTER A VENUE
DDA WN B Y -
JV
PM16718
SCALE:
AS SHOWN
C\j
0:�
Exp:6-30-06
ON TA RIO, CA 9 1761By.7777
(909) 937-9151
- - - ---..,
1
OWMDETALS
$,TAN
DA M
DESIGNED
,p
MAY 2005
fid` 1 V 1.7
OF CAQ�
ate : 17.
CHECKED BY-
L
DRA WNG NO.
"RCE 8 EXP. 6-30-06
RRN
M
e,
tr--
3999
R. C. E. 51152 DATE
,):\126-18571stori-n\caltransSDO3.dwci, 12/5/2005 5:35:58 PM, iv