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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.
NOTES:
1. STEPS TO BE POLYPROPYLEN- 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 COMBINA71ON 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.
B. 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 BOCTS 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.
STD. PLAN - 400.1
PUBLIC WORKS
DEPARTMENT STANDARD SANITARY MANHOLE
ieNZp SEPTEMBER 2011
A PORTION OF THE SE 1/4, SE 1/4, SECTION 3, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
'A'
'B'
'C'
'D'
'E'
48" MH
48"
6" MIN.
5"MIN
24" MIN.
1 21" I.D.
54" MH
54
8" MIN.
5.5" MIN.
1 24" MIN.
1 24" 1. D.
60" MH
60"
8" MIN.
6" MIN.
1 42" MIN.
1 30" 1. D.
NOTES:
1. STEPS TO BE POLYPROPYLEN- 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 COMBINA71ON 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.
B. 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 BOCTS 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.
STD. PLAN - 400.1
PUBLIC WORKS
DEPARTMENT STANDARD SANITARY MANHOLE
ieNZp SEPTEMBER 2011
A PORTION OF THE SE 1/4, SE 1/4, SECTION 3, TOWNSHIP 23 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
ENT I.
OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL
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12/15/2016 N0.
148th AVENUE SE (KING COUNTY)
REVISED PER AS—BUILT SURVEY
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REVISED PER CITY COMMENTS
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4/13/16
REVISED PER CITY COMMENTS
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3/21/16
REVISION
BY
DATE
HANSON SURVEYING VERTICAL: NAVD 1988
DESIGNED:
SCALE HORIZONTAL: NAD 1983/1991
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E. ONE INCH
CHECKED: DAT U M
AT FULL SCALE
IF NOT ONE INCH
APPROVED: SCALE ACCORDINGLY
ZN
INT'X STA. 53+36.56, NILE AVENUE NE
148th AVENUE SE
STA. 16+66.22, NE 13th STREET
PAVEMENT RESTORATION IN KING COUNTY R/W
SHALL BE PER KING COUNTY R/W USE PERMIT
CONDITIONS.
AS -BUILT DATED 12/15/2016
By:
By:
By:
By:
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
RECOMMENDED FOR APPROVAL
Date:
Date:
Date:
Date:
1%C TY OF SCOTT DONOGH HOMES, INC.
RENTON SEWER EXTENSION
SANITARY SEWER PLAN & PROFILE
Planning/Building/Public Works Dept. 14730 SE 113th STREET
12/15/2016
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