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I
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159
L
eOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586mm)
RTA R.C. (SFE RFTATI )
COVER & FRAME
PLAN VIEW
COVER BOTTOM VIEW
I-� 25' DIA, (3) HLT SOC. (ALLEN HEAD)
I L635mm7� 1'
3/4' 125mm] 5/B' -ll X 1.5 SS
C19mm] RUBBER WASHER
8 3/40 L 2 1/2'
1222mm] 164mm]
TYP
COVER SECTION VIEW
EON BOLTING DETAIL
26 1/2' DIA
C673mm]
25 1/4' DIA l/4•
E CASK] � Cfimm] 1 1/16'
i/4' (Gmn) DIA C27mm] r 127mm]
NEGPRENE GASKET 1
1
1152mm] C3nm]
� 1/8'
R3nm]
5/8' 23 3/B' DIA CL OPEN
C16mm] 1594mm] GASKET GROOVE DETAIL
27 5/16' DIA
C694mm]
34 1/8' DIA
C8
67mm3
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").
PUBLIC WORKS STD. PIAN- 401
DEI MANHOLE LRAM! AND COVER
DECEMBER 2006
FOR SEWER MANHOLES IN ROW
PUBLIC MANHOLE FRAME AND COVER DETAIL
1505 Westlake Ave. N. T (206) 522-9510
Suite 305 F (2D6) 522-8344
Seattle. WA 98109 w .PxLAWCm
7'
I
NOT TO SCALE
MANHOLE FRAME AND COVER ee
SEE e.e--FRAME �
ADJUSTMENT RINGS (2" MIN.) C-5.1 C-5.1
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 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.
B. 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 SHIMS IS PROHIBITED
IS PROHIBI�D.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOUDS 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 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.
STD. PLN —4001
(a PUBIJC WORKS
STANDARD SANITARY MANHOLE
DEPARENT
SEPTEMBER 2011
CITY OF RENTON SANITARY SEWER MANHOLE DETAIL
CITY OF RENTON STANDARD PLANS
1 1/2° CORE (TIP)
1' DIA LIFT HOLE
8 1/2" FROM CENTER
OF COVER
2" RAISED LETTERS
A
3/4" CORE (TYP) �TYP NON—SKID PATTERN
ON 23' B.C.
COVER PLAN
FOR 5/8"-11 N.C.x1 1/4" S.S. SOC.
HD CAP SCREW (3 REO'D)
NON SKID PATTERN (TYP)
n ,n
N
MACHINED SEAT � I } I /42 1/2"
PACLAND
SEAT
SECTION A -A
2c" A ^MUM
FRAIJIF PI AN
WEBS
12" TH
TAP:
N.C.
un to B.C.
(TYP 3 PLACES)
SECTION B -B
FOR PRIVATE SEWER MANHOLES ON-SITE
PRIVATE MANHOLE FRAME AND COVER DETAIL
CITY OF RENTONASNOTED ''' CITY OF
Approved by.Date_WF
RENTON i
Approved by.Date___ww"_wti LE ML
A roved b Date___ DATUM
PP y___ �wFF Planning/Building/Public Works Dept.
Approved by.Date___ NO. REVISION UY DATE APPR WFF A""�X0L
Cpm_ (_ STORE NO. 7252
THE AUTO SUPERSTORE
SANITARY SEWER DETAILS
/06/17
C-5.1
'A'
1
'B'
'C'
'D'
'E'
48" MH
48"
6"
MIN.
5"MIN
24" IN.
21" I.D.
54" MH 1
54"
1 B"
MIN.
5.5" MIN.
I 24" MIN.
24" I.D.
60" MH 1
60"
1 8"
MIN.
1 6" MIN.
1 42" MIN
1 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.
B. 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 SHIMS IS PROHIBITED
IS PROHIBI�D.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOUDS 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 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.
STD. PLN —4001
(a PUBIJC WORKS
STANDARD SANITARY MANHOLE
DEPARENT
SEPTEMBER 2011
CITY OF RENTON SANITARY SEWER MANHOLE DETAIL
CITY OF RENTON STANDARD PLANS
1 1/2° CORE (TIP)
1' DIA LIFT HOLE
8 1/2" FROM CENTER
OF COVER
2" RAISED LETTERS
A
3/4" CORE (TYP) �TYP NON—SKID PATTERN
ON 23' B.C.
COVER PLAN
FOR 5/8"-11 N.C.x1 1/4" S.S. SOC.
HD CAP SCREW (3 REO'D)
NON SKID PATTERN (TYP)
n ,n
N
MACHINED SEAT � I } I /42 1/2"
PACLAND
SEAT
SECTION A -A
2c" A ^MUM
FRAIJIF PI AN
WEBS
12" TH
TAP:
N.C.
un to B.C.
(TYP 3 PLACES)
SECTION B -B
FOR PRIVATE SEWER MANHOLES ON-SITE
PRIVATE MANHOLE FRAME AND COVER DETAIL
CITY OF RENTONASNOTED ''' CITY OF
Approved by.Date_WF
RENTON i
Approved by.Date___ww"_wti LE ML
A roved b Date___ DATUM
PP y___ �wFF Planning/Building/Public Works Dept.
Approved by.Date___ NO. REVISION UY DATE APPR WFF A""�X0L
Cpm_ (_ STORE NO. 7252
THE AUTO SUPERSTORE
SANITARY SEWER DETAILS
/06/17
C-5.1