HomeMy WebLinkAboutS-3402010
4..
0
0
a,
w
w
0
U
M
O
1
0
0
0
0
z
0
w
r
w
Q
a
N
w
Q
W
O
z
J
U
O
ii
v
0
ii
W
X
X
M
O
0
0
4
a
z
w
J
!L
n
O
O
N
V
F"
•
•
M
N
O
I °
o �I
Z O
Z
Gi 3 0 �
a o ai
B
r
ao
m
0 GD
'?+ m
0
a.3C^
Imo
m
� o
w�^
w cq
z��
chow
z
0
0
w-
w
1:3:5 MIX
CONCRETE
BLOCKING
nn irn � BELOW STREET GRADE
r
24 "x 24" COMM. CLS. CONCRETE
BLOCK POURED AROUND
CONNECTION TO MAIN -�
2 J
U
W
J 2 �
O Z
�zo
• <. _ .fie.:
STEPS OR EQUAL.
O
O Q
Q
~Z
rn
J
3.
1:3:5 MIX
CONCRETE
BLOCKING
nn irn � BELOW STREET GRADE
r
24 "x 24" COMM. CLS. CONCRETE
BLOCK POURED AROUND
CONNECTION TO MAIN -�
sT
W
1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
z
• <. _ .fie.:
STEPS OR EQUAL.
N
3 v
0 O U
Q
zt
ry
q-
3.
CASTING TO BE PER DRAWING BR29.
q-
<
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH ASTM C -443
w
t =
Amok
.3p
STEPS - 3/4" DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
w w
w w
m
CONCRETE RISER BY PIPE INC.,
CA
45'
COLOR OF COATING SHALL BE WHITE.
7.
H
0
"WIJ
WITH ASTM C -443.
a
1=14
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
'5
a_
I
IqL
MAX. PIPE SIZE - 21" I.D.
9•
6
0
U)
w
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
N
w
pf
w I-
OR GALVANIZED STEEL
1`
0
0
�o
w
�o
�
M
�:
z
o
��
Vw°
w
of
W
ff)
n- Z
o
U) �<
1
�zw
O ry
0
NINA
—
U)
>
/
3
w —
n r' r
N
O
v
0
0
0
M N
®
%
1:3:5 MIX
CONCRETE
BLOCKING
nn irn � BELOW STREET GRADE
r
24 "x 24" COMM. CLS. CONCRETE
BLOCK POURED AROUND
CONNECTION TO MAIN -�
6" ON 6" Y BRANCH
NOTE:
DO NOT USE WITHOUT WRITTEN
APPROVAL OF THE WASTEWATER
UTILITY.
NOTE:
TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE
LONG 6" 1/8 BEND
STANDARD 6" X MAIN SIZE TEE
SEWER MAIN
Edited text. Reformat to 11 "x17•.
TEE WITH 6" SIDE OUTLET
z
0
I
In
6" SIDE SEWER AND BUILDING SEWER
h
k
P+ c�
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
\— 6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
1'. ►/�
1
IA
i
•
•
z
5
11111.. . . i •
SIDE SEWER RISER CONNECTION
TO SEWER MAIN
ADOPTED
U 'n CITY OF RENTON
O
STANDARD PLANS
LST DATE: 12/96
AG
'Dw DWG. NAME: BR08 SP PAGE: B081
PROPERTY LINE
FUTURE
RLJII DING SFWFR
MORTAR
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
NOTES:
ADJUSTMENT (4" MIN.)
1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
• <. _ .fie.:
STEPS OR EQUAL.
s -.
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
RUBBER GASKETED JOINTS
3.
CASTING TO BE PER DRAWING BR29.
4•
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH ASTM C -443
• -S.e .e e�.e -
-je .
t =
y
.3p
STEPS - 3/4" DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
CONCRETE RISER BY PIPE INC.,
.
45'
COLOR OF COATING SHALL BE WHITE.
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
6" ON 6" Y BRANCH
NOTE:
DO NOT USE WITHOUT WRITTEN
APPROVAL OF THE WASTEWATER
UTILITY.
NOTE:
TO RAISE TO GRADE USE STANDARD 6" SEWER PIPE
LONG 6" 1/8 BEND
STANDARD 6" X MAIN SIZE TEE
SEWER MAIN
Edited text. Reformat to 11 "x17•.
TEE WITH 6" SIDE OUTLET
z
0
I
In
6" SIDE SEWER AND BUILDING SEWER
h
k
P+ c�
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE IRON PIPE.
\— 6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
1'. ►/�
1
IA
i
•
•
z
5
11111.. . . i •
SIDE SEWER RISER CONNECTION
TO SEWER MAIN
ADOPTED
U 'n CITY OF RENTON
O
STANDARD PLANS
LST DATE: 12/96
AG
'Dw DWG. NAME: BR08 SP PAGE: B081
PROPERTY LINE
FUTURE
RLJII DING SFWFR
MORTAR
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
NOTES:
ADJUSTMENT (4" MIN.)
1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
CONE
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
RUBBER GASKETED JOINTS
3.
CASTING TO BE PER DRAWING BR29.
4•
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH ASTM C -443
CONCRETE.
5.
ALL JOINTS SHALL BE GROUTED.
STEPS - 3/4" DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
CONCRETE RISER BY PIPE INC.,
WASSER MC- CONSEAL OR APPROVED EQUAL;
OR APPROVED EQUAL.
COLOR OF COATING SHALL BE WHITE.
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
MAX. PIPE SIZE - 21" I.D.
9•
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
p u® \ \\
\— 2"x 4 99 STUD SERVICE MARKER PAINT UPPER
PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND #6 WIRE WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
PIPE SEWER MAINS ARE TO BE CORE DRILLED
G� 2% MIN SLOPE
HORIZONTAL
TYPICAL SIDE SEWER ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
10/17/96 Edited note.
DATE
REVISION
10/17/96 EDITED TEXT
3/8/95 IADDED NOTE, EDIT TEXT
be'e'�►e
e4>t0 et
b0'0' <ie'
e�0 ei
i►e 0'�ie
e ®"i 6►4
`0
�►e � IPe
�e�dRy�►9��
�bo o ►e
�b00 >te
* SEE DWG# HR -05 FOR MINIMUM STANDARDS
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
Y p ADOPTED
V 'n CITY OF RENTON
dR STANDARD PLANS
LST DATE: 12/96
Addk
DWG. NAME: BR39 SP PAGE: 8078
54*34o2o2w
SANITARY MANHOLE TYPICAL DETAIL
Y p ADOPTED
V CITY OF RENTON
STANDARD PLANS
LST 'DATE: 12/96
AG
AG
'PR' DWG. NAME: BR28 SP PAGE: 13071
2" CLASS `B'
CENTER LINE OR
LANE LINE
1 1/2" FULL -WIDTH
OVERLAY PER KING
COUTYN STANDARDS
6.5' MIN.
MIN IMI N MIN I MIN MIN
\ �- *ACP CLASS `E' OR `B'
6" CRUSHED
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
i
uall NOTE:
fore you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
Ow IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
• EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
�7 REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
UNDERGROUND SERVICE (USA) HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
AVOID CUTTING UNDERGROUND NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
UTILITY LINES. IT'S COSTLY CALL BEFORE YOU DIG: 1- 800 - 424 -5555.
BY
By
IN
i