HomeMy WebLinkAboutS-21100BCONCRETE MANHOLE
I
I PROPERTY LINE
-CODE DRILL EXISTING MH
z
IF KNOCKOUT NOT PROVIDED
NEW SANITARY
SEWER PIPE �
-MANHOLE ADAPTER GASKET
vVv' z e r e`e`v e v` r
AROUND PIPE, ROMAC B"LCT
eeeeveever.-
,vvvvevvevv,
vvv avvvavv
' OR 'EQUAL
QUICK SET, NON - SHRINK
GROUT ALL AROUND PIPE
--°
(ALLOW TO CURE PRIOR
TO PLACING BACKI=ILL)
BEVEL PIPE END
vvoc000vvvv
vcovovvvevv+
vvvvvvv vvv
vvvvor�vvv�
PIPE BEDDING
SEE DETAIL/
RECHANNEL MANHOLE
IF EXISTING CHANNEL
DISTURBED. USE QUICK
SET GROUT.
ELEVATION
TYPICAL CONCRETE MANHOLE PENETRATION
DETAIL
NO SCALE TYP
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
RAISE-1/2"
WIDE BORDER
o
A +--I
CAST IRON RINI
FOR CLEA
3
wwP - 624110
2' -0"
CONCRETE
o' CLASS 3000
I
A7 .` I
I� 4 -3/4"
112" 0' ---
FIBER JOINT
PACKING
4t (1/8) BEND
CLEAN -OUT
DETAIL
NO SCALE TYP
PIPE
0
c
PLUG WHERE REQUIRED.
PLUG TO BE SFAIFD
IN SAME MANNER AS
MAIN SEWER JOINTS. REVISED TO CONFORM WITH
CONSTRUCTION RECORDS
BY: DATE: Z -Z8 -95
CAST 1N PLACE
1:3:5 MIX CONCRETE
SLOOaNG ---�
6" SIDE OUTLET TEE
6 " MIN, SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25'
ELEVATION
60' ALLOWABLE MAX.
FOR DUCTILE IRON PIPE.
/ LNG o1_1
MPX� 9�
25
G 2% MIN SL0PE JSEE NOTE 1 )
TAZf6iHORl)\ZON IL
EWER MAIN
TYPICAL SIDE SEWER ELEVATION
r SEWER MAIN
I
I PROPERTY LINE
z
-- --
EXISTING SIDE
6' SIDE SEWER
SEWER TO BLDG
TEE WITH 6" SIDE OUTLET
I
� 1
PLAN
CONNECT TO EXISTING
SIDE SEWER AT R/W LINE
UNLESS OTHERWISE SHOWN
N
�
rr--- _ -_ -__
I r- - --
CAP
PROVIDE CLEANOUT
1
WHERE SHOWN ON DRAWINGS OR WHERE
- =
REQUIRED BY ENGINEER. INSTALL PER DETAIL
r- EXISTING SEWER MAIN (REMOVE
11
OR ABANDON IN PLACE)
CONNECT TO EXISTING SIDE SEWER
AT R/W LINE UNLESS SHOWN OTHERWISE
EXISTING 6" SIDE SEWER
STUB (REMOVE TO R/W LINE) _
_
T�EXISTING SIDE SEWER
IF TYPE OF EXISTING SIDE SEWER
— -' —
PIPE DIFFERS FROM 6 "SS PROVIDE
FLEXIBLE FERNCO COUPLING (OR
APPROVED EQUAL) W/ S.ST. BANDS.
6 "x 4" REDUCER (IF REQUIRED)
NEW 6" SIDE SEWER
6" WYE POSITIONED AS REQUIRED
1/8 OR 1/16 BEND (IF REQUIRED)
ALTERNATE 1/8 OR 1/16 BEND LOCATION
NOTE:
(MAXIMUM OF 1 BEND PER SIDE SEWER IN
R /W) 1. 1% MIN. SLOPE MAY BE USED FOR
SIDE SEWERS ONLY WHERE APPROVED
TEE WITH 6" SIDE OUTLET
BY THE ENGINEER
ELE-V
NEW SEWER MAIN
5 21
TYPICAL SIDE SEWER REPLACEMENT
DETAIL
t�8�
CITY OF RENTON
NO SCALE TYP