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CITY OF RENTON WASHINGTON
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COVER 6 BELOW STREET GRADE
6 PLUG
—
MANHOLE FRAME AND COVER
6 BR29
E DRAWING
SE 'NOTES.
.,
25 DEFORMED BAR "GALVANIZED SAFETY
» ADJUSTMENT (4 MIN.} 1. STEPS TO BE ,3/4
12 MAX. ::::<•;
STEPS 'OR EQUAL.
•
6 ON 6 Y BRANCH CONE
. Z. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS �
2
�
1 »
ARE INSTALLED.
E...I NOTE: IN BR29.
WRITTEN � RUBBER GASKETED JOINTS
3. CASTING TO BE PER DRAWING
D0 NOT USE WITHOUT R
4. MANHOLE SECTIONS TO BE OF REINFORCED - PRECAST
OF THE WASTEWATER
APPROVAL ACCORDANCE WITH ASTM C -443
Q IN ACCO CONCRETE.
UTILITY. 4 » MIN.
5. ALL JOINTS SHALL BE GROUTED.
_ SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
U' UJI STEPS 3/4 DEFORMED BAR 6. S
COATED SEALED
D STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, C ( )
WITH A HIGH SOLIDS URETHANE COATING;
6 1 /2 _- PPROVED EQUAL;
. CONCRETE RISER. BY PIPE INC., WASSER MC CONSEAL OR A ,
H
W COLOR OF COATING SHALL BE WHITE.
7 MIN. • • OR APPROVED EQUAL. _
S' NOTE. �� —48
» 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
Cy LJI TO RAISE TO GRADE USE
STANDARD 6 SEWER PIPE WITH ASTM C -443.
co 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
0
9. CONNECTIONS T MANHOLE SHALL BE MADE USING GPK
i
24"x 24 LONG 6 „ 1 8 BEND 12” {TYP) COMM. CLS. CONCRETE MAX. PIPE SIZE – 21 » I.D.
.. - ADAPTOR, KOR –N -SEAL BOOTS OR APPROVED EQUAL.
BLOCK POURED AROUND /
•.•�• � LADDER –.STD: ALUMINUM
CONNECTION TO MAIN
' . OR GALVANIZED STEEL
MORTAR
:.. CONCRETE SHELF
a . • FILLET
D^
PRECAST BASE SECTION
::.. OR CAST IN SHELF.
STANDARD 6 X MAIN SIZE TEE
a•
-- _ xW ;...�. 6„ MIN.
... , . .
. -. .i -
OZia
6 MIN. (TYP)
w - . SEWER MAIN
L x� 45 �– SIDE SEWER RISER CONNECTION
a� .. -., ..:• , ..
SANITARY MANHOLE TYPICAL DETAIL
:• . ' .. TO SEWER MAIN
SANITARY MANHOLE TYPICAL DETAIL
. '(Y p ADOPTED
U, .. Y p ADOPTED SCALE CITY of RENTON
U T . „»v OF RENTON NOT T O
a ® R "�" c ♦ ♦ - STANDARD PLANS
P, a
STANDARD PLANS �
F.N O LST DATE: 12/96
a,mc F N (O LST DATE: 12/96 10/17/96 EDITED _TEXT DCV AG
E.m 3/8/95 ADDED NOTE, EDIT TEXT DCV AG
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+� P41- 12 96 Edited text. Reformat to 11 x17. DCV AG
H � / SP PAGE: B081 DATE REVISION BY APFR D DWV• NAME:.BR28 SP PAGE: "B071
• DWG. NAME. BR08
DATE REVISION BY APPR 0
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a � w
PROPERTY LINE
x � _
z
a
62-011
O FUTURE N.T.S. 1 1/2" FULL —WIDTH
o I 1 1 2.5 1 1 OVERLAY PER KING
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6 , BUILDING SEWER PIPE a BUILDING SEWER MIN Mine MIN MIN MIN
COUTYN STANDARDS
llu
r
O
wado: o$ z_� 2"x 4 STUD SERVICE MARKER PAINT UPPER
n ag< TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ;ON SIDE
- WORDING "SEWER" WITH 3" ; ,UGH BLACK LETTERS.
W AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER o EXTENDED TO THE TOP OF THE STUD.
ry
°- UNLESS OTH _RWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
Of o cr WHEN CONNECTIN(, NEW SID°C SEWERS TO EXISTING MAIN.
o � o
~ Z
G 3 U
ALLOWABLE -MAX. VITRIFIED .CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C;1
60 L PIPE_ SEWER MAINS ARE TO BE CORE DRILLED
a FOR CAST IRON PIPE
Q OR DUCTILE IRON `PIPE.
o W 1: 3:5 MIX
o N CONCRETE
BLOCKING
a W W m GoN 2% MIN `SLOPE
w>
HORIZONTAL
6" SIDE OUTLET _TEE
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY I THE
*NWAII.ADOPTED
G CITY OF RENTON
P
STANDARD PLANS
�� LST DATE: 12/96
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a
SEWER MAIN
MAIN
SEWER
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6" MIN.
.II®
Edited note.
REVISION
DCV
BY
AG
APPR'D
uWG. ` NAML•: F3R39
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CONCRETE BLOCKING ANGLE
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OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
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W
ELEVATION
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NOTE: f
UNLESS 'OTHERWISE SHOWS ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
O
LINE OR 3 -5' LOWER ' N THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
L
J
a
V
,TH
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY I THE
*NWAII.ADOPTED
G CITY OF RENTON
P
STANDARD PLANS
�� LST DATE: 12/96
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10/17/96
DATE
Edited note.
REVISION
DCV
BY
AG
APPR'D
uWG. ` NAML•: F3R39
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