HomeMy WebLinkAboutS-435308M
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DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
5P
NOT TO SCAI F
MANHOLE FRAME AND COVER
SEE STD PLAN 401
ADJUSTMENT RINGS AND MORTAR JOINTS
SEE NOTE 3
FIRST STEP SHALL BE A MAXIMUM OF 18"
BELOW THE COVER
CONE (ECCENTRIC)
STEPS — POLYPROPYLENE STEPS
SHALL BE INCLUDED
RUBBER GASKETED JOINTS SEE NOTE
IF REQUIRED, LADDER —POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE — 'E'
SHELF AND CHANNEL SHALL BE
3000 PSI CONCRETE
PRECAST BASE SECTION
OR CAST IN SHELF
COMPACTED SUBGRADE WITH 6"
CRUSHED ROCK OR ADDITIONAL
MATERIAL SUITABLE TO
SUPPORT STRUCTURE
`A'
'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" 1 D
60" MH
60
8" MIN
6" MIN
42" MIN
1 30" 1 D
NOTES.
1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478.
3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PROHIBITED.
4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
FACTORY —COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC—SHIELDCOAT 100 OR
APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE
5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443
6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE
7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR—N—SEAL BOOTS OR APPROVED EQUAL
8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE AN AT —GRADE, MINIMUM 2'—WIDE CONCRETE RING PDURED AROUND
THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING.
9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER
STD. PLAN - 400.1
URIPUBLIC WORKS STANDARD SANITARY MANHOLE igney` Q/26/202
DEPARTMENT Martin PastUC6a
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DocuSign Envelope ID: 7CDD88BC-C843-439E-9366-C6DBBOF8BBB7
1
5/8"
C16mrq]
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
BY DATE APPR APPROVED:
— /B❑LTH❑LES — 3 PLCS
S JIdUM No�� EQUALLY SPACED 120°
Ndaaor lsd3 APART ON 23 1/16" (586mrn)
DIA B.C. (SEE DETAIL)
RENTON
b/E
COVER & FRAME
PLAN VIEW
25" DIA,
1635mrn7 1"
3/4" C25mml
C19ry)rn7
TA
8 3/4" 2 1/2"
C222mml 164mml
TYP
COVER SECTION VIEW
26 1/2" DIAL
C673mml
25 1/4" DIA
C641mml 1 1/16"
1/4' (6mm) DIA 127mml
NEOPRENE GASKET
11 F
6„
C15' mml
23 3/8" DIA CL ❑PEN
C594mml
27 5/16' DIA _
C694mml
34 1/8" DIA
C867mml
FRAME SECTION VIEW
PUBLIC WORKS
DEPARTMENT
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NOTES:
COVER BOTTOM VIEW
(3) BLT S❑C, (ALLEN HEAD)
5/8"-11 X 1.5 SS
RUBBER WASHER
BOLTING DETAIL
1 1/16'
C27mm7
C3mm7
1/8,
CR3mm]
GASKET GROOVE DETAIL
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").
MANHOLE FRAME AND COVER
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
VR
CITY OF
RENTON
Planning/Building/Public Works Dept.
STD. PLAN - 401
)R D:
GAZ 9/11/2019 1 2:12 P
Public Works Administrator
DAIL
PR21-000214 B24001658 v1
S-435308
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
L
ELOPMENT ENGINEERING
HBray 12/08/2025 '�+
Fstow
WATERUTILITY
ell12/09/2025 '
DATE:
2525 RESIDENT SEWER PLAN FIELDBOOK
PAGE:
NO -
SEWER MAIN NOTES DRAWIC-s.O
SHEET: 8 OF: 10
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