HomeMy WebLinkAbout3391-5mm IDS 0 46) 0C a 1.5 m
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JUNCTION STRUCTUM TO RCB
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GnSSNWOK COMMITTEE
UPIPE
333-1
IN4
:IST. PIPE
REV Im
SHEET 1 OF 2
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2.65 Kg -C-14 MPe .(460-
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ATS/MJG
C-2000) CONCRETE EN-
Abl WHEN MOOE
III
DRWNG NO.:
3391
HAI 1 0
T N ONE SWTIION Of
Plot
T
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.0 BARS.,
NOTE:
pp
8 BARS
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SEE NOTE 9
OPKINMAY BE FORM90
THUGPLOON OF CA e 'TCH
R H
3
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BASIN MD TOP SLAS."OF 8"
m
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GRUEN00%,�#*110E
2
REV, IN$
mm
. .... ....... ..
= It, 11 DO "ll T
PROMULGATED BY THF_
PURIC VVDRXS STANDARDS INC_
JUNCTION STRUCTUM TO RCB
ST LAW
GnSSNWOK COMMITTEE
UPIPE
333-1
IN4
:IST. PIPE
REV Im
SHEET 1 OF 2
CONC. PIPE OR RCP-
2.65 Kg -C-14 MPe .(460-
CHEWED ft
ATS/MJG
C-2000) CONCRETE EN-
Abl WHEN MOOE
III
DRWNG NO.:
3391
HAI 1 0
T N ONE SWTIION Of
Plot
T
D
<A
Rc Box
.0 BARS.,
NOTE:
VIIHEN CATCH BASIN FALLS
8 BARS
ON TOP OF BOX. THE
SEE NOTE 9
OPKINMAY BE FORM90
THUGPLOON OF CA e 'TCH
R H
3
EASE
BASIN MD TOP SLAS."OF 8"
m
gl.N T R A�NgE
B BARS
mm
. .... ....... ..
= It, 11 DO "ll T
PROMULGATED BY THF_
PURIC VVDRXS STANDARDS INC_
JUNCTION STRUCTUM TO RCB
ST LAW
GnSSNWOK COMMITTEE
UPIPE
333-1
IN4
:IST. PIPE
REV Im
SHEET 1 OF 2
CONC. PIPE OR RCP-
N
TE
DETAI L DRAW[NGS NOT TO SCALE
x in
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m
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91 44"u411114-1311 S7
JUNCTION STRUCTURE PIPE TO RCB 333-1
SHEET 2 OF 2
a- BARS -',-
STANOM PLAN
METRIC
341-1
SHEET 2 2
OFX
12
1 MW
FOR U AT
ET3
7r,
R
CATCH BASIN FLOOR
:IST. PIPE
PLOW
CONC. PIPE OR RCP-
2.65 Kg -C-14 MPe .(460-
CHEWED ft
ATS/MJG
C-2000) CONCRETE EN-
Abl WHEN MOOE
III
DRWNG NO.:
3391
HAI 1 0
T N ONE SWTIION Of
Plot
T
D
<A
Rc Box
.0 BARS.,
NOTE:
VIIHEN CATCH BASIN FALLS
8 BARS
ON TOP OF BOX. THE
SEE NOTE 9
OPKINMAY BE FORM90
THUGPLOON OF CA e 'TCH
R H
3
EASE
BASIN MD TOP SLAS."OF 8"
TOP S L
gl.N T R A�NgE
B BARS
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yr
CUT BARS 50 mm (2')
CLEAR OF OPENING
15M 0 300 mm (04 0
L/2 (TYP.)�
330-C-23 (560-C-3250) CONCRETE
,25 nwn (11 (TYPA
STANOM PLAN
METRIC
341-1
SHEET 2 2
OFX
12
1 MW
15M 0 300 mm (04 0
L/2 (TYP.)�
330-C-23 (560-C-3250) CONCRETE
,25 nwn (11 (TYPA
iA q
II LAN
PUBLIC WORKS STANDARDS INC.,
GREENBOOK COMMITTEE380-2
im
ET3
15M 0 300 mm (04 0
L/2 (TYP.)�
330-C-23 (560-C-3250) CONCRETE
,25 nwn (11 (TYPA
10 mm CUT N i
6 1 MIN
D AIL MAO (Sm N2TE to)
$ONO -TUU. 00 EQUAL. IVAtjqg_EM
CUT NO. 1; SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS-
VERSE PLANE. REVERSE ONE SECTION AND TAPE ROTH SECTIONS
TOGETHER FORMING THE DEFLECTION ANGLE A,
CUT NO. 2. SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
5A4 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
SEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
Mf, P711 �m �",0) 111 [174
PROMULGATED BY THE
taw
II LAN
PUBLIC WORKS STANDARDS INC.,
GREENBOOK COMMITTEE380-2
im
REV. 1998 jmlm "Awai
va'! ALL
R
—J.
:IST. PIPE
PLOW
DES100 8M
LP/ATS/MJG
CHEWED ft
ATS/MJG
- -----
III
DRWNG NO.:
3391
0
<A
15M 0 500 tititl
(04 0 12®)
3-15M (*4) CIRCULAR TIES.
SEE NOTE 9
10 mm CUT N i
6 1 MIN
D AIL MAO (Sm N2TE to)
$ONO -TUU. 00 EQUAL. IVAtjqg_EM
CUT NO. 1; SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS-
VERSE PLANE. REVERSE ONE SECTION AND TAPE ROTH SECTIONS
TOGETHER FORMING THE DEFLECTION ANGLE A,
CUT NO. 2. SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
5A4 (DO -D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
SEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
Mf, P711 �m �",0) 111 [174
PROMULGATED BY THE
taw
II LAN
PUBLIC WORKS STANDARDS INC.,
GREENBOOK COMMITTEE380-2
im
REV. 1998 jmlm "Awai
va'! ALL
SHEET I OF 2 i
pN m I
RN -T PLANS
STORM D I W�PROVEMEN
J:\652-14521storm\sd-ph2a-05.d,wg, 11/10/2003 09:03:29 AM, MC
pN m I
RN -T PLANS
STORM D I W�PROVEMEN
,vk
�e No. 62183
Expl 9-30-0
T I
DES100 8M
LP/ATS/MJG
CHEWED ft
ATS/MJG
- -----
III
DRWNG NO.:
3391
0
J:\652-14521storm\sd-ph2a-05.d,wg, 11/10/2003 09:03:29 AM, MC