HomeMy WebLinkAboutS-27060460" ALLOWABLE MAX.
EUR CAST IRON PIPE
OR DUCTILE IRON PIPE,
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6- sloe I-11 TEE
6" NIN SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
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HORIZONTAL
`
SEWER MAIN
TYPICAL SIDE SEWER ELEVATION
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
EI T
O❑)❑
RAISE -1/2"
VIDE BORDER
STANDARD SIDE SEWER INSTALLAF!ON
2 (SEWER MAIN TO PROPERTY LINE)
CI
CONCRETE
I, °•• CLASS 3000
12" B
FIBER JOINT
PACKING
45 (I /e) BEND
0
m
CAST IRON RING AND COVER —L MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
r -. -- IN SAME MANNER AS
— MAIN SEWER JOINTS.
7
CD 3 6 INCH OR 8 INCH CLEAN -OUT
�) CI
Z Z
I n ::1 0
RIM EL
2195.80 I
$.p, O PROPOSED EXST GRADE
GRAD[
I NE4.f 8:T -
CLAN -OUT
INV 293.2.0 Ift 1.11 44 414 S = 0.Oa43
4 +50
4+00
j LOT 1 \
145IbE SEWER
,� EL
/180,75 LF C900
LOT 3
SIDE SEWER
¢
ELr
293.18
— LO-T 2
SIDE SEWER
qL EL a%=55
293.46
,3+00
k j
4a,
INV 292.44
+50
I
ADJUSTING RINGS OR BLOCKS
AS REQUIRED. 1
24' % 6' FRAME AND LOCKING L
PER DRAWING BR29.
-" " NIN. TO I2•• MX.
PRECAST VALVE ``•,;
CHAMBER CONE ADAPTOR COLLAR
R.C.P. OR EQUAL B _ OR 12' I6°
• RUBBER GASKET PIPE'
]I" NIN. TO
5"
.D —L
p • G '
NOTES: SANITARY SHALLOW MANHOLE TYPE B
I. STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
•o•. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 O/T OR EQUAL. PER DWG. BR29
POURED IN PIKE BASE 4. MANHOLE SECTIONS TO AE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED
1. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SANITARY EXTRA SHALLOW MANHOLE TYPE C SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
SANITARY MANHOLE DETAILS
GI
RIM EL 295,25 I
NEW SS MH 2 I
EXTRA SHALLOW I r
TYPE C,
LOT 4
i SIDE SEWER
IL EL 292.40
I
81.50 LF 8° C900
5- •OQ3y e
INV 292.34
Z +00
LOT 5 —y
SIDE SEWER
ELF
a.9z.a3
2
SANITARY SEWER PROFILE
SCALE; I "= 2.0.0' HORIZ•
i " =2.0 VERT.
M4 , MW
Lm
N_
O
z
Jill"
a �
Z Z
m Lp
In
h I
Fri
D '
S
Z
J
CL 1�
O..
�I 1-300
TPROPERTY
LINE
o
�a
o• -o' nIN.
6-0•• FUTURE
6" BUILDING SEWER FIFE
I _ _ _ __ _
BUILDING SEWER
_ _— —
a
oe
�2
"x 4" STUD SERVICE MARKER PAINT UPPER
I
" SIDE OUTLET -'
7SIDESEWER
PORTION WHITE ANS STENCIL ON SIDE
WARDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
mQ zj
6" AND BUILDING SEWER w
of
AND U6 WIRE WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
a
UNLESS OTHERWISE APPROVED DV THE CITY, MAKE YAP THROUGH CAST
NN 0
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
t RIM EL 6._75
WHEN CONNECTING NEW SIDE SEWERS -TD EXISTING MAIN.
VITRIFIED CLAY, PLAiN AND REINFORCED CONCRETE, DI PIPE AND CI
D m 0
PIPE SEWER MAINS ARE TO BE CORE DRILLED
NOTE.
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEVEP. SHALL HAVE A MINIMUM 5' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION,
WHICHEVER IS LOWER.
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
EI T
O❑)❑
RAISE -1/2"
VIDE BORDER
STANDARD SIDE SEWER INSTALLAF!ON
2 (SEWER MAIN TO PROPERTY LINE)
CI
CONCRETE
I, °•• CLASS 3000
12" B
FIBER JOINT
PACKING
45 (I /e) BEND
0
m
CAST IRON RING AND COVER —L MATERIAL AS SPECIFIED
BY THE ENGINEER
PLUG TO BE SEALED
r -. -- IN SAME MANNER AS
— MAIN SEWER JOINTS.
7
CD 3 6 INCH OR 8 INCH CLEAN -OUT
�) CI
Z Z
I n ::1 0
RIM EL
2195.80 I
$.p, O PROPOSED EXST GRADE
GRAD[
I NE4.f 8:T -
CLAN -OUT
INV 293.2.0 Ift 1.11 44 414 S = 0.Oa43
4 +50
4+00
j LOT 1 \
145IbE SEWER
,� EL
/180,75 LF C900
LOT 3
SIDE SEWER
¢
ELr
293.18
— LO-T 2
SIDE SEWER
qL EL a%=55
293.46
,3+00
k j
4a,
INV 292.44
+50
I
ADJUSTING RINGS OR BLOCKS
AS REQUIRED. 1
24' % 6' FRAME AND LOCKING L
PER DRAWING BR29.
-" " NIN. TO I2•• MX.
PRECAST VALVE ``•,;
CHAMBER CONE ADAPTOR COLLAR
R.C.P. OR EQUAL B _ OR 12' I6°
• RUBBER GASKET PIPE'
]I" NIN. TO
5"
.D —L
p • G '
NOTES: SANITARY SHALLOW MANHOLE TYPE B
I. STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
•o•. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 O/T OR EQUAL. PER DWG. BR29
POURED IN PIKE BASE 4. MANHOLE SECTIONS TO AE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED
1. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SANITARY EXTRA SHALLOW MANHOLE TYPE C SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
SANITARY MANHOLE DETAILS
GI
RIM EL 295,25 I
NEW SS MH 2 I
EXTRA SHALLOW I r
TYPE C,
LOT 4
i SIDE SEWER
IL EL 292.40
I
81.50 LF 8° C900
5- •OQ3y e
INV 292.34
Z +00
LOT 5 —y
SIDE SEWER
ELF
a.9z.a3
2
SANITARY SEWER PROFILE
SCALE; I "= 2.0.0' HORIZ•
i " =2.0 VERT.
M4 , MW
Lm
N_
O
z
Jill"
a �
Z Z
m Lp
In
h I
Fri
D '
S
Z
J
CL 1�
O..
�I 1-300
INV EL 291,27
o
�a
I
3GO
+z90
a
oe
�
mQ zj
oo N
+29�
NEW SS MH1 (
SHALLOW TYPE B (540)
NN 0
�>
t RIM EL 6._75
o
I .294
D m 0
5=0.0047 L
136,48 LF 8' PVC +292
i
Ci
>
r _
0 -20.00 B
INV 291.92 EXST SS NH 51 /
INV 29�
z
1 +50
r
c
INV EL 291,27
D
+z90
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m =
D m 0
+-
1 +00
+
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r _
0 -20.00 B
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FM APPROVAL
Qo
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My / LwnBE27- 1 � 7
JAMES E. HAYNES, P.E.
y
37234 22nd Ave So
°-
_..__,.,..._.,._._.__
FEDERAL WAY, WA 98003
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(253) 661 -6794
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