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12"
7' MIN.
MORTAR
FILLET
6"
MANHOLE FRAME AND COVER
SEE DRAWING BR29
NOTES:
_ 24"
_= ADJUSTMENT (4" MIN.)
1.
STEPS TO BE 3/4" O DEFORMED BAR GALVANIZED SAFETY
--
`-
STEPS OR EQUAL.
CONE
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
D'
ARE INSTALLED.
RUBBER GASKETED JOINTS
3.
CASTING TO BE PER DRAWING BR29.
IN ACCORDANCE WITH ASTM C-443
4.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5.
ALL JOINTS SHALL BE GROUTED.
STEPS - 3/4" DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
21 STEPS SHALL BE INCLUDED
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
6-1/2"
WITH A HIGH SOLIDS URETHANE COATING:
CONCRETE RISER BY PIPE INC.,
WASSER MC-CONSEAL OR APPROVED EQUAL:
OR APPROVED EQUAL.
COLOR OF COATING SHALL BE WHITE.
7.
RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
A'
WITH ASTM C-443.
B.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
2.
DIAMETER OF THE LARGEST PIPE.
L
12" (TMP)
�— MAX. PIPE SIZE - 'E'
9.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL.
1R
6" MIN. (TYP)
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
A'
'B'
'C'
'D'
E'
48" MH
48"
6" MIN.
5"MIN
24" MIN.
21" I.D.
54" MH
54
1 8" MIN.
15.5 MIN.
1 24" MIN.
1 24" I.D.
60" MH
50"
8" MIN.
1 6" MIN.
1 42" MIN.
1 30" I.O.
SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL
ADOPTED
NOT TO SCALE �� CITY OF RENTON
♦ > +
STANDARD PLANS
6 12 7
RENSED TD COVER 46', 54' t 6U' MMINOLES
MAGI
--I
LST DATE 12/96
DWG. NAME: BR28 SP PAGE: B071
10/17/!*
EOIt6D TEXT
DCV
I AC
3/6/•5
JADMO NOTE. EDIT TEXT
1-1
AC
DATE
I REVISION
I BY
APPR'D
Boy SANITARY MANHOLE TYPICAL DETAIL
15
PROPERTY LINE
6'-o"
FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
? 2"x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET J PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER o EXTENDED TO THE TOP OF THE STUD.
a
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
1: 3: 5 MIX ey SNOVS
CONCRETE OG
BLOCKING
GONG_ 2X MIN SLOPE
I HORIZONTAL
6" SIDE OUTLET TEE
SEWER MAIN 6" MIN, SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
Y ADOPTED
NOUNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY V� O� CITY OF RENTON
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. ♦ * STANDARD PLANS
LST DATE: 12/96
10 17 Eel. note- OCv AG
DATE I REVISION BY APPR'D DWG. NAME: BR39 SP PAGE: B078
ore STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
CUT OUT EXIST. PIPE, MAKE
SMOOTH INVERT & CHANNEL
AFTER NEW LINE IS
ACCEPTED.
8" MINIMUM
NEW MANHOLE PER
STANDARDS
NEW 8"
SEWER-
p.
a 4 A p A q
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF
ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING
CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL
EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER
ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR
UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555
4
a;
PVC x CONC. MANHOLE
ADAPTER (PVC PIPE ONLY)
AN
GROUT
o EXISTING SEWER
CAST IN -PLACE CHANNEL & �•'
SHELF
MANHOLE BASE FOR CONNECTION TO EX. SEWER
L_UVYL.F\ Ullul I
LOW CLEARANCE UTILITY CROSSING
BACKFILL MATERIAL
(SEE NOTE 5) —
CONCRETE CLASS C
(SEE NOTE 8)
FOUNDATION LEVEL-
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) —
FOUNDATION LEVEL
NOTES:
— W (SEE NOTE 4)
LIMITS OF PIPE ZONE
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
—�
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95X MAX. DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
C
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS,
—�L
+.'-.:,'13
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CLASS A
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 1.D. + t6'.
A
�-
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
CLASS A"OESIGN
( )
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL.
8. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
— W SEE NOTE 4 LIMITS OF PIPE ZONE
( )
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS
_r
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
61.STANDARD
SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
--15
PIPE MUST BE ANCHORED INSUCH A MAKER AS TO ENSURE FLOW LINE IS
C
MAINTAINED.
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
GLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
ZERO
`
B
1/4 O.D.
1/2 O.D.
t/8 O.D.
ZERD
O.D.
C
3/4 0.0-
1/2 O.D,
1/8 00,
O.D.
—
• A = 4" MIN. 27" I.O. AND UNDER
6" MIN. OVER 27" I.D.
°
PIPE BEDDING FOR SANITARY SEWER
p�
ADOPTED
A
CITY OF RENTON
♦®*
STANDARD PLANS
(CLASS F DESIGN)
N (�
LST DATE: 4/97
BEDDING FOR FLEXIBLE PIPE
4-4- 7
Corr nols 4
1 0cvl__0_T__l
DWG. NAME:
BW18C SP PAGE: 8077
2-21-91
R"wd neI 7 a AddW nele
DATE
I REVISION
I BY
APPR'
PIPE
BEDDING FOR
SANITARY
SEWER
07
g-335202
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RECOMMENDED FOR APPROVAL a
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09I30/2006
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