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PORTION OF NW 1/4, SE 1/4, SECTION 10, TWP. 23 N., RGE. 5 E., W.M.
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
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• ❖:❖:❖:❖:❖.❖:❖:❖.4
CONCRETE
(SEE NOTE 8)
__;L —�, C
FOUNDATION LEVEL
(CLASS A DESIGN)
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
—
FOUNDATION LEVEL
(CLASS B. C. D, DESIGN)
BEDDING FOR RIGID PIPE
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7)
B
FOUNDATION LEVEL
A
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE 2-21-91 IRsvbmI1
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. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OP11ONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH IMOTH, EXCEPT FOR CLASS A
BEDDING THE MINIMUM CONCRETE WIDTH SMALL BE 1-1/2 I.D. + 18
5, TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 'I" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
7, SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS-
& PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS 8
CLASS C
CLASS 0
CLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
•
ZERO
B
1/4 O.D.
1/2 O.D.
I/B O.D.
ZERO
O.D.
C
3/4 0.0
1/2 0.0.
1/8 D-D
O.D.
—
• A = 4" MIN. 27'' I,D. AND UNDER
6" MIN. OVER 27' I.D.
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OF RENTON
•
STANDARD PLANS
N S LST DATE:4/97
DWG. NAME: BW18C SP PAGE: B07
DIDC QCI'11111A1rf'. CnO CAAIITADV QCWCO
PROPERTY LINE
z
0 FUTURE 12" M AX
rTEE
DING SEWER PIPE 1 BUILDING SEWER
uj
Z 2"x 4" STUD SERVICE MARKER PAINT UPPER
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
WER AND BUILDINGSEWER o EXTENDED TO THE TOP OF THE STUD.
L UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS 7' MIN.
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE. Dt PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
1:15 MIXCONCRETE
7
V� �N
BLOCKING �P 2`' / PN �V MORTAR
�`N / nN�� FILLET_7
-�
6" SIDE OUTLET TEE / HORIZONTAL
SEWER MAIN L
6" MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
STANDARD SIDE SEINER INSTALLATION
ELEVATION
(SEINER MAIN TO PROPERTY LINE)
NOTE: Y ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY CITY OP R8NTDN
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. • •
,Q STANDARD PUNS
N S LST DATE* 12/95
10 17 E00e0 irate OCV AG
DWG. NAME: BR39 SP PAGE: 6078
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
NEW MANHOLE PER
STANDARDS
D Y °
L.:
p
NEW 8"
SEWER
PVC x CONC. MANHOLE
D
CUT OUT EXIST. PIPE, MAKE °
ADAPTER (PVC PIPE ONLY)
SMOOTH INVERT & CHANNEL NON -SHRINK GROUT
AFTER NEW LINE ISpz
p °
ACCEPTED. e 4 y 1,
8" MINIMUM EXISTING SEWER
A
CAST IN —PLACE CHANNEL &
SHELF
MANHOLE BASE FOR CONNECTION TO EX. SEWER
m
6-
1 A I
12` (TYP)
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 UTILITTES 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
MANHOLE FRAME AND COVER
SEE DRAWING BR29
NOTES:
ADJUSTMENT (4" MIN.)
1.
STEPS TO BE 3/4" P DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
CONE
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3.
CASTING TO BE PER DRAWING BR29.
RUBBER GASKETEO JOINTS
4.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
IN ACCORDANCE WITH ASTM C-443
CONCRETE.
5.
ALL JOINTS SHALL BE GROUTED.
STEPS - 3/4" DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
STEPS SHALL BE INCLUDED
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
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
WITH ASTM C-443.
8.
CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
MAX. PIPE SIZE - 'E'
9.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
1% PRECAST BASE SECTION
OR CAST IN SHELF.
,B.
D
6" MIN. (TYP)
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
A'
'B'
C'
'D'
'E'
48" MH
48"
6" MIN.
5-MIN
1 24" MIN,
1 21- I.D.
54" MH
54-
8" MIN.
5.5" MIN.
1 24" MIN.
1 24" I.D.
6O" MH
60"
8" MIN,
1 6" MIN,
1 42" MIN.
1 30" I.D.
SANITARY MANHOLE TYPICAL DETAIL
Y ADOPTED
•
CITY OF RENTON
STANDARD PIAN9
MANHOLES Mal -- I LST DATE, 12/96
OCV AG
DCV AG
p DWG. NAME: BR28 SP PAGE:6071
SANITARY MANHOLE TYPICAL DETAIL
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03/15/2007
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