HomeMy WebLinkAboutS-3971087' 1
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
'A' 11
'B'
'C'
'D'
'E'
48" MH
48"
6" MIN.
5"MIN
24" MIN.
21" I.D.
54" MH
54"
8" MIN.
5.5" MIN.
24" MIN.
24" I.D.
60" MH
60"
8" MIN.
6" MIN.
42" MIN.
30" I.D.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
,7, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
vti�Y pi STD. PLAN - 400.1
PUBLIC WORKS STANDARD SANITARY MANHOLE
DEPARTMENT
SEPTEMBER 2011
W (SEE NOTE 7)
LIMITS OF PIPE ZONE
_TD,1
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
6"
BEDDING FOR SANITARY SEWER PIPE
NOTES;
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SF-C-I[ION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
Cj
STD. PLAN - 405
• PUBLIC WORKS PIPE BEDDING AP OVER:
DEPARTMENT FOR SANITARY SEWERS V o
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
a
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120°
APART ON 23 1/16' (586mm)
DIA B.C. (SEE DETAIL)
RENTON
SEWER
MROE IN USA
COVER & FRAME
PLAN VIEW
25' DIA,
E635mm] 1"
3/4' �25mm]
E19mm]
1
8 3/4' 2 1/2"
E222mm] E64mm]
TYP
COVER SECTION VIEW
26 112' DIA _
E673mm]
25 1/4' DIA
E641mm7,
1 1/16'
1/4' (6mm) DIA
NEOPRENE GASKET
E27mm]
}
6'
E152mm]
-
I
�
5/8'
-3 3/8" DIA CL OPEN
E16mm]
COVER BOTTOM VIEW
(3) BLT SOC, (ALLEN HEAD)
5/8'-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4'11- 1
16mm] ~ [27mm]
1
13mm]
ER3mm]
GASKET GROOVE DETAIL
Lbb/MMJ NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
`�Y o STD. PLAN - 401
PUBLIC WORKS MANHOLE FRAME AND COVER
DEPARTMENT DECEMBER 2008
ALL 90' TURNS SHALL BE ACCOMPLISHED
BY MEANS OF A WYE WITH CLEANOUT AND
45' BEND. TWO 45' BENDS SHALL NOT BE
4" BEND AS REQUIRED (NO MORE
ACCEPTABLE (SEE NOTE 11)
THAN 45° BEND). EVERY 2ND
4" CLEANOUT WYE WITH
- -
CHANGE IN DIRECTION OR GRADE
45` BEND AND PLUG.
WILL REQUIRE A SURFACE
(SEE NOTE 11)j
CLEANOUT WYE. (SEE NOTE 11)
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4" SEWER PIPE
SURFACE CLEANOUT
4" SURFACE
n / CLEAN OUT
(TYPICAL)
4" SEWER PIPE, SEE NOTES 2
6"x 6"x6" WYE
(SEE STD PLAN - 407)
L WYE
4" TEST TEE WITH
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AND 3. MINIMUM LINE SIZE FOR
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4" WYE WITH
PLUG FACE UP
OTHER THAN SINGLE FAMILY IS 6"
(TYPICAL) I
PROPERTY LINE
CLEAN OUT
PROPERTY LINE
-
-
3' MIN.
-
-
6"x 4" REDUCER c�
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(TYPICAL)
MAIN SEWER
LINE
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NOTES:
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IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING
1. Prior to installation of a sanitary sewer connection, a side -sewer
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FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION
permit must be purchased from the City of Renton Public Works
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OF THE NEXT UPSTREAM MANHOLE COVER OF THE
Department.
� PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION
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BACKWATER VALVE OR APPROVED EQUAL SHALL BE
2 Types pipe and fittings that can be used for sanitary sewers
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INSTALLED.
shall bee approved by the Department of Public Works. Rubber or
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neoprene gaskets as specified by the manufacturer, shall be
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4" FLEXIBLE COUPLING (FERNCO OR EQUAL)
used on joints.
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3. A minimum grade of 2% (1/4" per 'foot)"must be maintained
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SURFACE CLEANOUT
4"x 4"x4" WYE
with 4" pipe. In the event a 2% grade cannot be maintained, the
owner must sign a City of Renton grade release form and then
4" PIPING
can install 6" pipe at a grado xifl
PLAN
BUILDING DRAIN FOR
4. For Inspection of side sewer, call 24 hours in advance. The
LOW ELEVATION HOUSE
inspection phone number is on the side sewer permit. Site
must be ready for inspection and representative on site when
inspector arrives at appointed time. Side '3e'v_ier and stub shall
be tested per City specifications. Make the connection at the
5'-0"
house. Do not backfill the ditch until approval is given by the
MAIN TO PROPERTY LINE 5'-0"
PROPERTY LINE FROM THE HOUSE BUILDING DRAIN
inspector. Final approval will be granted after the existing septic
SIDE SEWER
BUILDING SEWER
2'-6"
tank has been pumped out and filled with sand.
3'-0"MIN.
O 3' 0"
I
5. Install side sewer with 2 minimum cover. 18" cover is allowed
at the house if outlet is shallow.
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6 If side sewer stub is not available. The owner shall be
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responsible for its installation per standard drawing 406.1. All
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work within street right-of-way shall be done by a licensed and
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bonded contractor.
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7. All work shall be accomplished in accordance with the Washington
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Industrial Safety and Health Act. (WISHA)
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8. All trench restoration for side sewers in the public right-of-way
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shall conform to the most current trench restoration
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requirements as in the Renton Standard Drawings.
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9. All building sewer and side sewers shall have bedding, in-
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accordance with standard drawing 405.
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10. There shall be a minimum 10 foot horizontal sepa(q�ionnl 'between
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sanitary side sewers and water services and a minimum 5 foot
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horizontal separation between sanitary side sewers and all other
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utilities.
11. The cleanout at the Right -of- Way shall be installed per
CALL FOR LOCATIONS BEFORE YOU DIG`
Standard Plan 407. The cleanout of the building shall be
48HR LOCATORS 1-800-424-5555
installed to surface grade. All other cleanouts shall be installed
to within 12" of the surface.
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TYPICAL BUILDING SEWER
STD. PLAN - 406.2
PUBLIC WORKS
.• *
FROM PROPERTY
LINE TO
"`•` DEPARTMENT
BUILDING CONNECTION
AUGUST 2013
RECESSED
-
f
III 'C�SEWER
LIFT POCKET
3/4" LETTERING "SEWER"
(,U
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(2) BOLT SOC. (ALLEN HEAD)5/8"
- 11 X 1.5 STAINLESS
E
STEEL
�C�I
REF. PART #00981177
-
1-3/16"
8" CL/
10-1/2" -
ASPHA
5/F
1/4"
1
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UL
�1-1/8"
2-1/4"
CAST IRON RING AND COVER
45- (1 /8) BEND
Not to Scale
FRAME
III
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IR
(ABLE a
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES:
1. B" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
E
I� �� APPROVED:
STD. PLAN - 403.1
`R •�" PUBLIC WORKS 8 OR 6 CLEANOUT
DEPARTMENT FOR SANITARY SEWER MAIN
veawm u D
R/W
SURFACE CLEANOUT WITH
CAST IRON RING AND COVER I
(EAST JORDAN IRON WORKS PRODUCT N0.
00367502 OR APPROVED EQUAL, SPECIFY
"SEWER" ON LID), (SEE STD. PLAN 403.1
FOR INSTALLATION)
E°6 ________
--------- - - - - - - - - - - - - - -
J T--------------T- I JM EAGLE
L - - - J THREADED
BEND AS 1 CLEAN -OUT
EXISTING 6" SEWER STUB REQUIRED ADAPTER HUB
(REMOVE TO R/W) A PLUG OR
APPROVED EQUAL
EXISTING SANITARY SEWER MAIN
(REMOVE) -------------------
\----
I- - - - - - - - - - -
/- - - - - - 6"X6"X6" WYE h
SEWER MAIN SIZE X 6" TEE
PROPOSED SEWER MAIN
• PUBLIC WORKS
7 DEPARTMENT
BEND AS REQUIRED-'
(NOT TO EXCEED 45')
6" SEWER STUB
TYPICAL SIDE SEWER CONNECTION
FOR SEWER MAIN REPLACEMENT
6"x 4" REDUCER
EXISTING 4" SIDE SEWER
1� i
IT
L
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STD. PLAN - 407
D: 17
DOES N O T N C � U D E
A S- B U LT N E O R M AT O N
0 FIRST SUBMITTAL
ESM
08/30/171
SURVEYED:
SCALE:
NTS
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
1 SECOND SUBMITTAL
ESM
11/15/17
DESIGNED
P�
2 THIRD SUBMITTAL
ESM
01/03/18
DRAWN:
CL
ONE INCH
CHECKED::
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N 0.
REVISION
BY
DATE
AP P R
APPROVED:
'f
CITY OF
RENTON
•
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EARLINGTON TOWNHOMES
SANITARY SEWER DETAILS & NOTES
UTILITY PERMIT #
01/03/18
FIELDBOOK:
PAGE:
DRAWING NO:
SS-06
SHEET: OF:
38 55
0
0
0
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D
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L'�•J
0
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S-397108