HomeMy WebLinkAboutS-22911B5
4
3
2
1
A a a n E F G H
e
12' MIN ID IiDPI LINER
NEW GROUT CHANNEL SHALL
FOLLOW INVERI OF EXISTING
CHANNEL (TYP) -
\ Y
+
I/
EX 8" SEWER
i
/ -CONIC COLLAR
/ o PREVIOUSLY FILLED
AND ABANDONED
EX MANHOLE R10 -6 & R10 -6A
SCALE: 1/2"= 1'-0" C202
PREVIOUC
AND ABA[
AS CONSTRUCTED — DJB M- ('10/96
N.. I +m REVISION BY APP'D DATE
�O
STRAIGHT CHANNELIZATION
PLAN
SCALE: 1/2" = 1' -0"
EX MANHOLE R10 -6C (M
SCALE: 112 "= 1-0° C202
12" MIN ID HDPE LINER
I
I I
42 "0 DIP & RCP
I I
I I
HDPE PIPE SHALL BE CONTINUOUS I I
THROUGH THE MANHOLE. THE
CONTRACTOR SHALL REMOVE THE
TOP HALF OF THE PIPE, AND
GROUT IN PLACE SIMILAR TO
SECTION 0
r
1
CURVED CHANNELIZATION
FLOW
PLAN
SCALE: 1/2" = 1' -0"
12" MIN ID HDPE LINER
42"0 DIP & RCP
RE- CHANNEL TO SUIT NEW
PIPE INSIDE DIAMETERS (i (P)
As Built Drawing'
See original file
submittal aka
copies for
approval
signatures, onj,
for engineer's
professi
10/96
nal seal
BLOCKS
IEL SHELF SLOPE
12" (TYP)
NEW CHANNELIZATION
12" THROUGH MANHOLE
=X MH CHANNEL BOTTOM
O'D TO ACHIVE 1" MIN
THICKNESS
E
00
Z
CC
SECTION � ^Jo
o N Q
TYPICAL EXISTING MANHOLE C ®22 91® t Ju
?_
SCALE: 112 "= 1' -0° VAR Q?
132'782
DESIGNED: DATE:
m ra T R ® Municipality of Metropolitan Seattle GC_ 951 M -LT /DJB
DRAWN: CHECKED -SCALE : ORIGINAL CEDAR RIVER JNK NO
DJB REHABILITATION G4::
:- -
NOTED
RECOMMENDED - EX MANHOLE PLANS, N
APPR °�° W / M i -96 AND S E CT I O N °sPR . "� ' o -J.c . --
-
-
6
G H