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SECTION 10, TWN 23 N, R 5 E. W. M.
P N STA = 4 +50
PV/ ELEV = 446.30
A.D. = 1.32
K = 75.56
100.00' VC
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SSMH12 48 "0 e m m
SSMH 1 48'0 STA 1 +90.26, 5.851. -
-
STA 1 +00.0, 5'�. -- --
RIM EL. 442.81
INV. EL. 431.96: 1 -
INV. EL. 435.00{, 312LF
czi
Iv -
i
00.87%
SS 5 j48 °m
�TATA -�6 +60.'11, -��3t. --'
RlM EL 1449.20
INV. EL. 1438.00
48LF 8 "PVC 00.5%
ISSMH ,f4 48 -j
STA 6 +60.11 5'L
RJM EL. 451.20
Ltuu Jt UU 4tUU u b +UU / +UU
D U VA L L PL NE. SCALE.-
HORIZONTAL 1"'— 40'
VERTICAL 1"— 10'
CAST IRON RING AND COVER
NOTE:
IN UNIMPROVED AREAS POUR 1' -0" THICK
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36
10/17/
DATE
12 "0
FIBER
PACKII
45' (1/8)
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
a
w —to -i' -jo
CONCRETE
CLASS 3000
3/d„
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
6 INCH OR 8 INCH CLEAN —OUT
e ADOPTED
CITY OF RENTON
4
STANDARD PLANS
•(. LST DATE: 12/96
ocv JP DWG. NAME: BW18B SP PAGE: B076
BY PR'D
3/4" SQUARES SPACED — 3/4"
AS INDICATED — HT. 1/8"
�❑ El ❑
S'
❑ ❑ ❑❑❑
' 1/2„
❑ El ❑
❑ ❑ ❑
}
RAISE -1 /2"
WIDE BORDER
—I 1'
CAST IRON RING AND COVER
NOTE:
IN UNIMPROVED AREAS POUR 1' -0" THICK
2' -0" SQUARE CONCRETE, CLASS 3000, PAD AROUND
RING AND COVER.
IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING
AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36
10/17/
DATE
12 "0
FIBER
PACKII
45' (1/8)
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
a
w —to -i' -jo
CONCRETE
CLASS 3000
3/d„
PLUG TO BE SEALED
IN SAME MANNER AS
MAIN SEWER JOINTS.
6 INCH OR 8 INCH CLEAN —OUT
e ADOPTED
CITY OF RENTON
4
STANDARD PLANS
•(. LST DATE: 12/96
ocv JP DWG. NAME: BW18B SP PAGE: B076
BY PR'D
MORTAR
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS — 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE — 21" I.D.
LADDER —STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
6 " MIN. • .' . •N.' .)•
} i :►' ....:
-� 6 "• MIN. (TYP)
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC— CONSEAL 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.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR —N —SEAL BOOTS OR APPROVED EQUAL.
S-295002
9_ VAN !I
� WASy /��'
ci
34 7 p
I
S10NAL
EMRM 7/12/02
CHECKED FOR COMPLIANCE TO CITY STANDARDS
Li, �, I
S'
:F R
ll� 1 51-1114 61"
MORTAR
FILLET
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS
IN ACCORDANCE WITH ASTM C -443
STEPS — 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE — 21" I.D.
LADDER —STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
6 " MIN. • .' . •N.' .)•
} i :►' ....:
-� 6 "• MIN. (TYP)
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC— CONSEAL 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.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR —N —SEAL BOOTS OR APPROVED EQUAL.
S-295002
9_ VAN !I
� WASy /��'
ci
34 7 p
I
S10NAL
EMRM 7/12/02
CHECKED FOR COMPLIANCE TO CITY STANDARDS