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CAST IRON RING AN[
NnTFC.
1. 6' CLEANOUT RING AND COVER SHALL BE EAST JORDAN IRON WORKS, INC. 6 INCH CLEANOUT
Na. 3675. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V -0' THICK, 27-0' SQUARE
CONCRETE ROAD 3000, ESO AROUND ND RING AND COVER.
}. IN ASPHALT ROADWAYS, RESTORE D DETAIL CLEANOUT RING AND • ADOPTED
COVER AS REWIRED BY STANDARD DETAIL DRAWING BR36. � C11Y OF RBNTON
STANDARD PLANS
1ST DAYS: 04/D4
01/ID Revieetl notes. JDH DMC
Io T Z d notes. Dcv AG DWG. NAME: B076 SP PAGE: 6076
nATF REVISION BY. APPR
SANITARY SEWER CLEANOUT DETAIL
NTS
CITY OF RENTON
Approved by. ___ Date_____
Approved by. _ — Date___
Approved by. _______ Date___
ADDroved bv.— — _ - -- Date
oTB
— W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
(SEE NOTE 5) 6,
CONCRETE CLASS C
(SEE NOTE 8) C
FOUNDATION LEVEL J-
A
(CLASS A DESIGN) —r
(CLASS. F DESIGN)
BEDDING FOR FLEXIBLE PIPE
NQIL
1, PROVIDE UNIFORM SUPPMT UNDER BARREL
2 HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY
OVER PIPE HAND TAMP ONLY BEDDING CLASS DESIGN
4. SEE. "EXCAVATION AND PREPARATION OF MENC - IN ME SANITARY DIYFNSON LASS A C.LSS B a. C CLASS I) QASS F
SEWERS SECTION. OF ME STANDARD SPECFHCTATIONS FOR TRENCH MDM
"W' AND TRENCHING - OPTIONS ME AM ZONE WILL. BE ME ACTUAL 6" uM.
TRENCH MDM. EXCEPT FOR CLASS A BEDDING. ME MINIMUM CONCRETE A 1/4 I.D. 6" MIN. 6" NINE ZERO 5" MIN.
WIDTH SHALL BE 1 -1/2 LD. + 18 ". 12" MAY
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFIRING SEWER TRENCHES"
IN THE SANITARY SEWERS SECTION. OF THE STANDARD :SPECIFICATIONS, B 1/4 D.O. 1/2 O.O. I/B O.D. ZERO 0.0.
EXCEPT MAT ROCKS OR LUMPS LARGER THAN 1 PER FOOT OF PIPE
DIAMETER SNAIL NOT BE USED IN ME BACKRLL MATERIAL C 3/4 O.D. 1/2 O.D. 1/e OD. DO.
6. SEE "BEDDING MATERIAL FOR RIQD PIPE" IN ME A=EGATES SECTION
OF ME STANDARD SPECIRCATICIS FOR ME MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXB E PIPE' DT ME AGGREGATES
SECTION OF STANDARD SPECIFICATION FOR ME MATERIAL. SPECIFICATIONS.
& PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW
LINE IS MAINTAINED.
PIPE BEDDING FOR SANTTARY SEWER
ADOPTED
+ ♦ CHN OF IWfTON
—PLANS
wWm� H yg O L4T DA1R: 01 /O6
4-FW] pry DT
DWG. NAME: 8077 SP PAGE: 8077
2DATE1 I REVISION BY PR
TYPICAL SANITARY SEWER TRENCH DETAIL 2
NTS
REVISION
S- 335404
HQ =.
1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS.
INC. Na 3705 (LOCKING) OR EQUAL
2. FRAME AND GOVER SHALL BE :A WATER TIGHT ASSEMBLY.
3. USE FRAME AND COVER FOR STORK (SPECIFY.'DRAIR' ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER).
SPECIFY
LETTERIN
■
MANHOLE
FRAME AND COVER
ADOPTED
-� CITY OF RENTON
"""��■��- STANDARD PLANB
.q0 LSr DATE: 04/04
DWG. NAME: B074 SP PAGE:B074
LOCKING MANHOLE FRAME & COVER
NTS J
12'4/oL
S NNE
SAS NOTED
4 i•
�: _ CITY Or
RENTON
•
� J ii0'i0 Ni'i %e4ii'
38926
'Pop RWCISTEW��'
11235 8E 6th Street
T (425) 453 -9501
PSS1 AL
Suite 220
F (425) 453 -8208
s zs os
Bellevue, Washington 98004
www.PAcLAND.COM
WMES 6/1/0'4
Planning /Building /Public works Dept.
SANITARY SEWER
PLAN DETAILS
DATE
APPR
F MS4
(CLASS. F DESIGN)
BEDDING FOR FLEXIBLE PIPE
NQIL
1, PROVIDE UNIFORM SUPPMT UNDER BARREL
2 HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY
OVER PIPE HAND TAMP ONLY BEDDING CLASS DESIGN
4. SEE. "EXCAVATION AND PREPARATION OF MENC - IN ME SANITARY DIYFNSON LASS A C.LSS B a. C CLASS I) QASS F
SEWERS SECTION. OF ME STANDARD SPECFHCTATIONS FOR TRENCH MDM
"W' AND TRENCHING - OPTIONS ME AM ZONE WILL. BE ME ACTUAL 6" uM.
TRENCH MDM. EXCEPT FOR CLASS A BEDDING. ME MINIMUM CONCRETE A 1/4 I.D. 6" MIN. 6" NINE ZERO 5" MIN.
WIDTH SHALL BE 1 -1/2 LD. + 18 ". 12" MAY
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFIRING SEWER TRENCHES"
IN THE SANITARY SEWERS SECTION. OF THE STANDARD :SPECIFICATIONS, B 1/4 D.O. 1/2 O.O. I/B O.D. ZERO 0.0.
EXCEPT MAT ROCKS OR LUMPS LARGER THAN 1 PER FOOT OF PIPE
DIAMETER SNAIL NOT BE USED IN ME BACKRLL MATERIAL C 3/4 O.D. 1/2 O.D. 1/e OD. DO.
6. SEE "BEDDING MATERIAL FOR RIQD PIPE" IN ME A=EGATES SECTION
OF ME STANDARD SPECIRCATICIS FOR ME MATERIAL SPECIFICATIONS.
7. SEE "BEDDING MATERIAL FOR FLEXB E PIPE' DT ME AGGREGATES
SECTION OF STANDARD SPECIFICATION FOR ME MATERIAL. SPECIFICATIONS.
& PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW
LINE IS MAINTAINED.
PIPE BEDDING FOR SANTTARY SEWER
ADOPTED
+ ♦ CHN OF IWfTON
—PLANS
wWm� H yg O L4T DA1R: 01 /O6
4-FW] pry DT
DWG. NAME: 8077 SP PAGE: 8077
2DATE1 I REVISION BY PR
TYPICAL SANITARY SEWER TRENCH DETAIL 2
NTS
REVISION
S- 335404
HQ =.
1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS.
INC. Na 3705 (LOCKING) OR EQUAL
2. FRAME AND GOVER SHALL BE :A WATER TIGHT ASSEMBLY.
3. USE FRAME AND COVER FOR STORK (SPECIFY.'DRAIR' ON COVER),
SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER).
SPECIFY
LETTERIN
■
MANHOLE
FRAME AND COVER
ADOPTED
-� CITY OF RENTON
"""��■��- STANDARD PLANB
.q0 LSr DATE: 04/04
DWG. NAME: B074 SP PAGE:B074
LOCKING MANHOLE FRAME & COVER
NTS J
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12'4/oL
S NNE
SAS NOTED
0�0N ND183A191
DATUM
�: _ CITY Or
RENTON
LOWE'S OF RENTON
GARDEN AVENUE NORTH
RENTON, WASHINGTON
rLOW915
T
l�D. easq /Nc
38926
'Pop RWCISTEW��'
11235 8E 6th Street
T (425) 453 -9501
PSS1 AL
Suite 220
F (425) 453 -8208
s zs os
Bellevue, Washington 98004
www.PAcLAND.COM
WMES 6/1/0'4
0
a N,
I
I
e
SAS NOTED
0�0N ND183A191
DATUM
�: _ CITY Or
RENTON
LOWE'S OF RENTON
GARDEN AVENUE NORTH
RENTON, WASHINGTON
rLOW915
DID %15 /O6
MSN
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Planning /Building /Public works Dept.
SANITARY SEWER
PLAN DETAILS
DATE
APPR
F MS4
42
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