HomeMy WebLinkAboutS-22900424" x 6" FRAME AND LIP
'PER DRAWING BR29.
4" MIN. TO 12" MAX
,v s
2dt�.e
42" MIN. TO 84" MAX.
12"
1 VARIABLE 2' TO 5'
14^ 54-"
r�
NOTES
1. - STEPS TO BE 314"0 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. BR 29
- - 4. MANHOLE SECTIONS ARE TO BE OF REINFORCED PRECAST. CONCRETE
5. 'OPENING SGOULD. BE ON DOWNSTREAM SIDE
6. ALL JOINTS SHALL .BEGROUTED
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 BE WHITE - - -
SANITARY SHALLOW MANHOLE TYPE B
CED
NE SUNSET BLVD
420
A-10 r
- V I
400 +
MORTAR FIL'
6"
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.
CASTING INLAND FDRY
OR EQUAL PT. # 714
SEE DETAIL 5.1A
ADJUSTMENT (4" MIN.)
CONE
MORTAR JOINTS
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL
Mi,X. PIPE SIZE - 21"
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTE
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT
' PROPERTY LINE OR 3'- 5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER
IS LOWER.
PROPERTY LINE 71
m
T m
FUTURE z m
6" BUILDING SEWER PIPE BUILDING SEWER 0
I(- - - - - -- - — m
\ul �2" x 4" STUD SERVICE MARKER PAINT UPPER n
` TEE WITH 6" SIDE OUTLET Z PORTION WHITE AND STENCIL ON SIDE
-� WORDING' SEWER' WITH 3" HIGH BLACK LETTERS.
- - AND #6 WIRE WRAPPED AROUND THE STUD AND (7
6" SIDE SEWER AND BUILDING SEWER a ( EXTENDED TO THE TOP OF THE STUD.
w UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST Z
a IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. .--I
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
60P ALLOWABLE MAX. _ PIPE SEWER MAINS ARE TO BE CORE DRILLED.
FOR CAST IRON PIPE '
OR DUCTILE IRON PIPE /
u
CONCRETE / / v4�1V40 m
E c
BLOCKING
AN 0 N
N' / NC,FL
GO 7 G 291 MIN, 5LOPE D-I
esmEottrt.EiTEE HORIZONTAL - D
v
g � SEWER MAIN SEWER MAIN
- � qqq q
- CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION -
ELEVATI�1 -
.STANDARD SIDE SEWER INSTALLATION -
SANITARY MANHOLE TYPICAL DETAIL
1 2. C6 NO SCALE 3/4' SQUARES SPACED - 314"
AS INDICATED - HT. 1 /8" 0 (7 `
OG �irr
❑ I� D 0 -I-
0
\ o
RAISE -
II I"
-WIDE BORDER
I /2 "z r Y
1-I /4'
Vie, i.,
Fi
T
D�
7-N4'
s'
15
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
EXST GRADE ( SS)
PROPOSED GRADE'
(� SS) _
7 +
2qs
IF SS6.27 "A
39.0 -f NEW SSMH 1 (SHALLOW -TYPE B, 54 ") + t
RIM EL404-50' 404.50 S
o INV EL 395 356.35 *) SANITARY SEWER PROFILE
-- _
-"6964ft 338.45 -
1" = 20' (HORZ)
SCALE:
1 ".= 10' (VERT)
420
410
p
12"
FIBI
PA(
45° (1/8) BEND
4 6 INCH OR 8 INCH CLEAN - OUT
CG
(n
z m
0.
m
m
-D m
77
NEW SSIVIH 211 YPE B, 48 ") / m
RIBA EL 42? 00' 400 ! � r
INV EL 413.50' 9
ID m
y r Z
-F t 390 -
JAMES E. HAYNES, P.E.
37234 22nd Ave So
Oslo t`N / FEDERAL WAY, WA 98003
(206) 661 -6794
p'. EXPI ES: O _ R
AS UILT
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n
4.
I`
CONCRETE
CLASS 30009
�' I
MAIN SEWER JOINTS
,
4
I
'
I II
^I 1+4 -3r4"
o ��
s
v
'
3 m c
o \ �d C
3.F 0 O
�.N z
4 6 INCH OR 8 INCH CLEAN - OUT
CG
(n
z m
0.
m
m
-D m
77
NEW SSIVIH 211 YPE B, 48 ") / m
RIBA EL 42? 00' 400 ! � r
INV EL 413.50' 9
ID m
y r Z
-F t 390 -
JAMES E. HAYNES, P.E.
37234 22nd Ave So
Oslo t`N / FEDERAL WAY, WA 98003
(206) 661 -6794
p'. EXPI ES: O _ R
AS UILT
0-w -r-, 1
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n
4.
"PLUG
-.IN
TO BE SEALED - - - "` - "-
SAME MANNER AS-
�' I
MAIN SEWER JOINTS
,
4 6 INCH OR 8 INCH CLEAN - OUT
CG
(n
z m
0.
m
m
-D m
77
NEW SSIVIH 211 YPE B, 48 ") / m
RIBA EL 42? 00' 400 ! � r
INV EL 413.50' 9
ID m
y r Z
-F t 390 -
JAMES E. HAYNES, P.E.
37234 22nd Ave So
Oslo t`N / FEDERAL WAY, WA 98003
(206) 661 -6794
p'. EXPI ES: O _ R
AS UILT
0-w -r-, 1
C�(
;J
N
n