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MORTAR
FILLET
WHOLE FRAME AND COVER
E DRAWING BR29
NOTES:
JUSTMENT (4" MIN.)
1.
STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
INE
2.
STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
BBER GASKETED JOINTS
3.
CASTING TO BE PER DRAWING BR29.
4.
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
ACCORDANCE WITH ASTM C-443
CONCRETE.
5.
ALL JOINTS SHALL BE GROUTED.
EPS - 3/4" DEFORMED BAR
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
EPS SHALL BE INCLUDED
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
NCRETE RISER BY PIPE INC.,
WASSER MC-CONSEAL OR APPROVED EQUAL;
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.
�X. PIPE SIZE - 'E'
9.
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTER, KOR-N-SEAL BOOTS OR APPROVED EQUAL.
DDER-STD. ALUMINUM
GALVANIZED STEEL
INCRETE SHELF
ECAST BASE SECTION
CAST IN SHELF.
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" I.D.
60" MH
60"
8" MIN.
6" MIN.
42" MIN.
30" I.D.
SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL,
NOT TO SCALE ADOPTED
C1TY OR RENTON
` srANDARD PLANS
6 12 97 REVISED TO COVER 48•, 54• & 60" MANHOLES MA13-- LOT DA7Z: 12/98
10 17 96 EDITED TEXT DCV AG
//8/95 ADDED NOTE, EDIT TEXT DCV AGDATE REVISInN I By ppgin DWG. NAME: BR28 SP PAGE: 8071
SANITARY MANHOLE TYPICAL, r L W1
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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 6)
FOUNDATION LEVEL
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7)
FOUNDATION LEVEL
NW1/4, NE1/4, SEC. 15, T. 23 N., R. 5 E., W.M.
W (SEE NOTE 4)
(CLASS A DESIGN)
LIMITS OF PIPE ZONE
7'
0
W (SEE NOTE 4) LIMITS OF PIPE
►O��O��OO��POOOO��i'
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
I— W (SEE NOTE 4) -�
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
B
LIMITS OF PIPE ZONE
V-0"
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 SPECIFICATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
BEDDING, THE MINIMUM CONCRETE WIDTH SHALL 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 1" 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.
B. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAINED.
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
*
*
ZERO
B
1/4 O.D.
1/2 O.D.
1/8 O.D.
ZERO
O.D_
E1
2",/1 O.D.
1/2 O.D.
1/B O.D.
O.D.
—
* A = 4" MIN. 27" i.D. AND UNDER
BI 6' MIN. OVER 27" I.D.
4
PEPE BEDDING FOR SANITARY SEWER
ADOPTED
A CII'Y of IOINTON
STANDARD PLANS
LOT DATE: 4/97
C."e-te note 4
DCV DT
7P-21-91 Revised Dotes 457,& 8. Added note 6 KJ ---- DWG. NAME: BW18C SP PAGE: 8077
PIPE BEDDING FOR SANITARY SEWER
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CUT OUT EXIST. PIPE, MAKE
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ADAPTER (PVC PIPE ONLY)
CLEARANCE
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31 w
SMOOTH INVERT & CHANNEL
NON —SHRINK GROUT
LESS THAN 12"
AFTER NEW LINE IS
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ACCEPTED.
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POLYETHYLENE -
8" MINIMUM
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EXISTING SEWER
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CAST IN —PLACE CHANNEL &
SHELF
LOWER UTILITY
�I r4� MANHOLE BASE FOR CONNECTION TO EX. SEWER
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6" BUILDING SEWER PIPE BUILDING SEWER Iz U
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WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. p O
AND #6 WIRE WRAPPED AROUND THE STUD AND m H- 0 =5
6" SIDE SEWER AND BUILDING SEWER ao EXTENDED TO THE TOP OF THE STUD. cr JX
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a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST Z z
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS Z Z
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. O O O
VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 C) CD o O
60" ALLOWABLE MAX. 0 0 0 O w
PIPE SEWER MAINS ARE TO BE CORE DRILLED
FOR CAST IRON PIPE N � M M Q
OR DUCTILE IRON PIPE.
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CONCRE00
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BLOCKING �P \� 25 P P� E �� O
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GONGS; 296 MIN SLOPE � 00 C4 j
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HORIZONTAL
6" SIDE OUTLET TEE
SEWER MAIN
6" MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE r—
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION 40
STANDARD SIDE SEWER INSTALLATION 8�r� I no
ELEVATION (SEWER MAIN TO PROPERTY" LINE) C>� � P� '�� .cq 104
NOTE: ADOPTED a N
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY �, crff OF Rm"ONpod
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. ~ ' STANDAED PIANO ,,�•
LOT DATE: 12/•• V" 51 LAJ
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10 17 9 Edited note. DCV AG QG� W
DWG. NAME: BR39 SP PAGE: B078 O� Q
s STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
N.T.S.
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RECOMMENDED FOR APPROVAL d v ca
By: Date: DATE 06/22/2007
By: Date: JOB NO. 108-002-M
DWQ NO. cu
*3 02, By: Date: SHEET
By: Date: 19
OF 24
R:\Projects\108(Camwest)\002-04 (West Coast)\dwg\sheets\final\City of Renton\WC_utdt01.dwg