HomeMy WebLinkAbout3792-10m
FOR STORM DRAIN LATERAL PROFILES
REFER TO STORM DRAIN PLANS LISTED
ON THE SHEET INDEX SHOWN ON SHEET 1.
S=O.
(D126)
09
INSTALL 24- RCP
(D—LOAD
AND PROFILE
A14OWN
ON PLANS)
lu
"No
(9
INSTALL 30- RCP
(0—LOAD
AND PROFILE
AS SHOWN
ON PLANS)
-74
15' EASEV,
0 LK
JO
VALLEY
lu
q0 0
FOR WA 7:�
lu
CONSTRUCT MANHOLE PIPE
TO PIPE PER
APWA STD,
PLAN .320-1
8
CONSTRUCT JUNCTION
PIPE
TO PIPE PER
APWA STD.
PLAN 3,31-2
D
IGAMLtR
m
FOR STORM DRAIN LATERAL PROFILES
REFER TO STORM DRAIN PLANS LISTED
ON THE SHEET INDEX SHOWN ON SHEET 1.
S=O.
(D126)
09
INSTALL 24- RCP
(D—LOAD
AND PROFILE
A14OWN
ON PLANS)
lu
"No
(9
INSTALL 30- RCP
(0—LOAD
AND PROFILE
AS SHOWN
ON PLANS)
0 LK
INSTALL 42" RCP
(D—LOAD
AND PROFILE
AS SbIOWN
ON PLANS)
CONSTRUCT MANHOLE PIPE
TO PIPE PER
APWA STD,
PLAN .320-1
8
CONSTRUCT JUNCTION
PIPE
TO PIPE PER
APWA STD.
PLAN 3,31-2
D
IGAMLtR
T
CONSTRUCT PIPE
PLUG PER
DETAIL, ON SHEET I
D 01� 6
ADJUST MANHOLE
RIM TO GRADE AFTER
FINAL SURFACE HAS BEEN INSTALLED
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ORKIN
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D'�
'A
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yj 11 EDfi
YOU D G
40
0
40
80
120
m
FOR STORM DRAIN LATERAL PROFILES
REFER TO STORM DRAIN PLANS LISTED
ON THE SHEET INDEX SHOWN ON SHEET 1.
S=O.
(D126)
BEARING
�iq mv
1NOO'31'39"W
146
TD557
CN
2
lu
"No
N4.42821"t
4491'
0 LK
NOTE:
HORIZONTAL. AND VERTICAL LOCATIONS TO
BE VERIFIED IN THE FIELD AND ENGINEER
NOTIFIED OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION,
EmimomX1 I.,
1+00.00 LATERAL 82
CL INTERSEC77ON— -
PER DWG N0.199-7:�----'
EX. 24- LATERAL7777
m
m
S40VER' AVF -
BEARING
�iq mv
1NOO'31'39"W
146
2660.70'
2
N892801 "E
3Z 90'
m
m
S40VER' AVF -
. .........
CURVE DATA
m
BEARING
DISTANCE
1NOO'31'39"W
2660.70'
2
N892801 "E
3Z 90'
N4.42821"t
4491'
. .........
CURVE DATA
m