HomeMy WebLinkAboutS-229002,24"x 6" FRAME AND LIP
PER DRAWING BR29.
4" MIN. TO 12" MAX
T 42" MIN. TO 84" MAX.
12"
1 VARIABLE 2' TO 5'
LL ,
j4" 54
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NOTES:
1. STEPS TO BE 3/4" O DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 DIT OR EQUAL. PER DWG. SR 29
4. MANHOLE SECTIONS ARE TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SGOULD BE ON DOWNSTREAM SIDE
6. ALL JOINTS SHALL BE GROUTED
7. 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 SE WHITE
j 1 SANITARY SHALLOW MANHOLE TYPE B
C6
NE SUI
420
.410
400
390
a
WWP— 27—
NOTE:
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.
�— - MAX. PIPE SIZE -21"
/LADDER - STD. ALUMINUM
OR GALVANIZED STEEL
MORTAR FILLET CONCRETE SHELF
° PRECAST BASE SECTION
OR CAST IN SHELF.
8" MIN.�iI - --I
6" MIN. CTYP) "I
SANITARY MANHOLE TYPICAL DETAIL
CG NO SCALE
INV EL "395.65' (W)
-- __ 395.75' (S)
GRADE( SS)
,_} PROPOSED GRADE
/
! I ( c SS)
+ t
SANITARY SEWER PROFILE
1 " =20' (HORZ)
SCALE:
1 ". =10' (VERT)
NOTE: Z
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT 0 _
PROPERTY LINE OR T- V LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER
IS LOWER.
PROPERTY LINE DO
- m
A
U m
6" BUILDING SEWER PIPE FUTURE Z m
_ BUILDING SEWER m
_ � _ 0
2" x 4" STUD SERVICE MARKER PAINT UPPER ftt
\ ? PORTION WHITE AND STENCIL ON SIDE 2
` TEE WITH 6" SIDE OUTLET _
WORDING' SEWER' WITH 3" HIGH BLACK LETTERS.
- • AND #6 WIRE WRAPPED AROUND THE STUD AND n
6" SIDE SEWER AND BUILDING SEWER u°-1 EXTENDED TO THE TOP OF THE STUD.
a O
O �
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST 9
a IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS Z
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. y
- 60° ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Di PIPE AND Cl
FOR CAST IRON PIPE , PIPE SEWER MAINS ARE TO BE CORE DRILLED.
OR DUCTILE IRON PIPE /
CONC / V(
SLO CKINO /gyp+' i N EB�OpK�NG m
/
+ \ 2% MIN. SLOPE N
6SIDE OUTLET TEE HORIZONTAL _ m
T MIND SEWER MAIN -V
SEWER MAIN -V
- CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 _TYPICAL SIDE SEWER ELEVATION q
ELEVATION IV3
STANDARD SIDE SEWER INSTALLATION
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
RAISE -1/2"
WIDE BORDER
ib
4
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CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
LBY THE ENGINEER
I
I
CASTING INLAND FDRY
OR EQUAL. PT. # 714
SEE DETAIL 5.1.4
' - - -�—
8"
i CONCRETE
I�CLASS 3000
JII
-I 25"
ADJUSTMENT (4" MIN.)
420
1 2" MAX
4
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MORTAR JOINTS
FIBER JOINT
4" MIN
STEPS - 3/4" DEFORMED BAR
,PACKING
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s
STEPS SHALL BE INCLUDED
T MIN
�.' -�
6'1/2"- _ CONCRETE RISER BY PIPE INC.,
,
OR APPROVED EQUAL.
48"
-/
�— - MAX. PIPE SIZE -21"
/LADDER - STD. ALUMINUM
OR GALVANIZED STEEL
MORTAR FILLET CONCRETE SHELF
° PRECAST BASE SECTION
OR CAST IN SHELF.
8" MIN.�iI - --I
6" MIN. CTYP) "I
SANITARY MANHOLE TYPICAL DETAIL
CG NO SCALE
INV EL "395.65' (W)
-- __ 395.75' (S)
GRADE( SS)
,_} PROPOSED GRADE
/
! I ( c SS)
+ t
SANITARY SEWER PROFILE
1 " =20' (HORZ)
SCALE:
1 ". =10' (VERT)
NOTE: Z
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT 0 _
PROPERTY LINE OR T- V LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER
IS LOWER.
PROPERTY LINE DO
- m
A
U m
6" BUILDING SEWER PIPE FUTURE Z m
_ BUILDING SEWER m
_ � _ 0
2" x 4" STUD SERVICE MARKER PAINT UPPER ftt
\ ? PORTION WHITE AND STENCIL ON SIDE 2
` TEE WITH 6" SIDE OUTLET _
WORDING' SEWER' WITH 3" HIGH BLACK LETTERS.
- • AND #6 WIRE WRAPPED AROUND THE STUD AND n
6" SIDE SEWER AND BUILDING SEWER u°-1 EXTENDED TO THE TOP OF THE STUD.
a O
O �
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST 9
a IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS Z
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. y
- 60° ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Di PIPE AND Cl
FOR CAST IRON PIPE , PIPE SEWER MAINS ARE TO BE CORE DRILLED.
OR DUCTILE IRON PIPE /
CONC / V(
SLO CKINO /gyp+' i N EB�OpK�NG m
/
+ \ 2% MIN. SLOPE N
6SIDE OUTLET TEE HORIZONTAL _ m
T MIND SEWER MAIN -V
SEWER MAIN -V
- CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 _TYPICAL SIDE SEWER ELEVATION q
ELEVATION IV3
STANDARD SIDE SEWER INSTALLATION
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
RAISE -1/2"
WIDE BORDER
ib
4
I /Z" �4 2" II� ♦"�
e —p(
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
LBY THE ENGINEER
I
I
I
\
i CONCRETE
I�CLASS 3000
JII
r-
�
420
4- + 4 410
NEW L 421.00' 21, 48'9 _
—; RIM S H 2 ( TYPE B 400
INV EL 413.50'
390
8
n
45'(118) BEND
5— ZZ?002
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JAMES E. HAYNES, P.E.
i CONCRETE
I�CLASS 3000
JII
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FIBER JOINT
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45'(118) BEND
5— ZZ?002
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JAMES E. HAYNES, P.E.
�. 11
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mo
FEDERAL WAY, WA 98003
(206) 661 -6794
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'I PLUG TO BE SEALED
°-� IN SAME MANNER AS
,MAIN SEWER JOINTS _
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4 6 INCH OR 8 INCH CLEAN - OUT
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5— ZZ?002
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JAMES E. HAYNES, P.E.
37234 22nd Ave So
:ss1uNA Yl
FEDERAL WAY, WA 98003
(206) 661 -6794
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