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SeCb 11113E TOWS* 23YWAUMb COVER
SEE DRAWING BR29
(SP PAGE B074)
ADJUSTMENT (4" MIN.)
CONE
RUBBER GASKETED JOINTS IN
WOORDANCE WITH ASTM C -443
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
MAX. PIPE SIZE - 'E'
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
SANITARY MANHOLE TYPICAL DETAIL
NOT TO SCALE
NOTES,
1. STEPS TO BE 3/4. 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL,
2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING: WASSER MC- AROSHIELD OR
APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE SANITARY MANHOLE
S. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
10. MANHOLES EQUAL TO AND GREATER MAN 20 FEET DEEP SHALL BE A MINIMUM GO" DIAMETER TYPICAL DETAIL
AND HAVE A "SOREiRACX' CLIMBING AND FALL PROTECTION SYSTEM INSTALLED.
ADOPTED
•� CITY OF RENTON
••- STANDARD PINS
EST DATE: 09/04
Dc
D 1] 98 Adtled noted AG
nos REVIC1nM I ar mPR DWG. NAME: B071 SP PAGE: 8071
'A'
'Ei'
'C'
'D'
'E'
48" MH
48"
6" MIN.
MIN
24" MIN.
27" LD.
54" MH
54"
8" MIN.
5.5" MIN.
1/2 0.0.
b
60" MH
60"
8" MIN.
6" MIN.
42" MIN.
30° LD.
NOTES,
1. STEPS TO BE 3/4. 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL,
2 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING: WASSER MC- AROSHIELD OR
APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE SANITARY MANHOLE
S. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
10. MANHOLES EQUAL TO AND GREATER MAN 20 FEET DEEP SHALL BE A MINIMUM GO" DIAMETER TYPICAL DETAIL
AND HAVE A "SOREiRACX' CLIMBING AND FALL PROTECTION SYSTEM INSTALLED.
ADOPTED
•� CITY OF RENTON
••- STANDARD PINS
EST DATE: 09/04
Dc
D 1] 98 Adtled noted AG
nos REVIC1nM I ar mPR DWG. NAME: B071 SP PAGE: 8071
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WTH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER
MAINS ARE TO BE CORE DRILLED,
VITRIBED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE
SECTIONED IN.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE
1:3:5 MIX
CONCRETE
BLOCKING
�- 6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
TYPICAL SIDE SEWER ELEVATION
-E
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
ADOPTED
GOT OF RENTON
DST DATE: 4/04
Tsr DATE: 04/04
DWG. NAME. 8078 SP PAGE.5078
MOTES_
1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS.
INC. No. 3705 (LOCKING) OR EQUAL.
2. FRAME AND COVER SHALL BE A WATER TIGHT ASSEMBLY.
31 USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY 'SEWER"), OR WATER (SPECIFY "WATER ").
O e e O
SPECIFY Q °Q °Q Q°Q°4
LETT0%G. oQo oQoOo
�� ^ ODO
iK ,T
V7 �J
25'
t
2
MANHOLE
FRAME AND COVER
ADOPTED
G CITY OF RENTON
O
STANDARD PLANS
LET DATE: 04 / 04
'T
DWG. NAME: 8074 SP PAGE:B074
24 "X 6" FRAME AND LIP
PER DRAWING BR29, SP PACE B074.
4" MIN. TO
12" MAX.
m
X
^1 �
N
O �
12° DJ O
w z
m E
TI
4 9„ 54
4
4 is
R 4
NOTES
1, STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
S. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING
CHANNELING, COATED (SEALED) NTH A HIGH SOLIDS URETHANE COATING; WASSER
MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE
LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL
BOOTS OR APPROVED EQUAL,
SANITARY SHALLOW MANHOLE TYPE D
ADOPTED
CITY OP NSNTOH
STANDARD PLANE
LSI DAT8: 09/09
DWG. NAME: 6072 SP PAGE 8072
12 Y4"
14"
I t
71"
12 Y9 "-
14" -
CAST IRON RING
LIFT POCKET
NOSES
1. 5' CLEANOUTS SHALL BE EASE JORDAN IRON WORKS INC
No. 3696 OREQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS HOUR A OLIN THICK. RING A SQUARE
CONCRETE, CLASS 3000, ESO AROUND ND RING AND COVER,
4. IN ASPHALT REWIRED RESTORE D DETAIL G£AWING RING AND
COVER AS REWIRED BY STANDARD DETAIL DRAWING BIRDS.
iRR?F,S57}
8 OR 6 INCA CLEANOUT
ADOPTED
•� CITY OF RENTON
♦ �/
STANDARD PLAINS
TSf DATEE: : O }/203/20
05
CONCR
CLASS
TIGHT
DWG, NAME: 8076 -1 SP PAGE: 8075.1
W ISEE NOTE 4 LIMITS OF PIPE ZONE
:.•:r p0ir It
(CLASS A DESIGN)
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
BEDDING CLASS DESIGN
� " -- - '- j "'
PROPERTY LINE
CLASS B
i
BEDDING MATERIAL
CLASS F
A
S
6" MIN.
6" MIN.
(SEE NOTE 6)
6" MIN.
L
6' -0'
1/2 0.0.
b
FOUNDATION LEVEL �
FUTURE
6" BUILDING SEWER PIPE
-�
1/2 0.0.
BUILDING SEWER
D.O.
-
w
2"X 4" STUD SERVICE MARKER PAINT
TEE WITH 6" SIDE OUTLET
UPPER PORTION WHITE ANS STENCIL ON
SIDE WORDING "SEWER" WITH T' HIGH
N
n I
BLACK LETTERS. AND R6 WRE WRAPPED
o
AROUND THE STUD AND EXTENDED TO THE
TOP OF THE STUD.
6" SIDE SEWER AND BUILDING SEWER
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WTH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI PIPE SEWER
MAINS ARE TO BE CORE DRILLED,
VITRIBED CLAY PIPE SHALL BE CUT AND HAVE A NEW TEE
SECTIONED IN.
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUCTILE
1:3:5 MIX
CONCRETE
BLOCKING
�- 6" SIDE OUTLET TEE
SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN OVER 25
ELEVATION
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE
A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
TYPICAL SIDE SEWER ELEVATION
-E
STANDARD SIDE SEWER INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
ADOPTED
GOT OF RENTON
DST DATE: 4/04
Tsr DATE: 04/04
DWG. NAME. 8078 SP PAGE.5078
MOTES_
1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS.
INC. No. 3705 (LOCKING) OR EQUAL.
2. FRAME AND COVER SHALL BE A WATER TIGHT ASSEMBLY.
31 USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER),
SANITARY (SPECIFY 'SEWER"), OR WATER (SPECIFY "WATER ").
O e e O
SPECIFY Q °Q °Q Q°Q°4
LETT0%G. oQo oQoOo
�� ^ ODO
iK ,T
V7 �J
25'
t
2
MANHOLE
FRAME AND COVER
ADOPTED
G CITY OF RENTON
O
STANDARD PLANS
LET DATE: 04 / 04
'T
DWG. NAME: 8074 SP PAGE:B074
24 "X 6" FRAME AND LIP
PER DRAWING BR29, SP PACE B074.
4" MIN. TO
12" MAX.
m
X
^1 �
N
O �
12° DJ O
w z
m E
TI
4 9„ 54
4
4 is
R 4
NOTES
1, STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
S. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING
CHANNELING, COATED (SEALED) NTH A HIGH SOLIDS URETHANE COATING; WASSER
MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE
LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL
BOOTS OR APPROVED EQUAL,
SANITARY SHALLOW MANHOLE TYPE D
ADOPTED
CITY OP NSNTOH
STANDARD PLANE
LSI DAT8: 09/09
DWG. NAME: 6072 SP PAGE 8072
12 Y4"
14"
I t
71"
12 Y9 "-
14" -
CAST IRON RING
LIFT POCKET
NOSES
1. 5' CLEANOUTS SHALL BE EASE JORDAN IRON WORKS INC
No. 3696 OREQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS HOUR A OLIN THICK. RING A SQUARE
CONCRETE, CLASS 3000, ESO AROUND ND RING AND COVER,
4. IN ASPHALT REWIRED RESTORE D DETAIL G£AWING RING AND
COVER AS REWIRED BY STANDARD DETAIL DRAWING BIRDS.
iRR?F,S57}
8 OR 6 INCA CLEANOUT
ADOPTED
•� CITY OF RENTON
♦ �/
STANDARD PLAINS
TSf DATEE: : O }/203/20
05
CONCR
CLASS
TIGHT
DWG, NAME: 8076 -1 SP PAGE: 8075.1
W ISEE NOTE 4 LIMITS OF PIPE ZONE
:.•:r p0ir It
(CLASS A DESIGN)
W (SEE NOTE 4) LIMITS OF PIPE ZONE
BACKFILL MATERIAL
BEDDING CLASS DESIGN
� " -- - '- j "'
(SEE NOTE 5)
CLASS B
CLASS C
BEDDING MATERIAL
CLASS F
A
FOR RIGID PIPE
6" MIN.
6" MIN.
(SEE NOTE 6)
6" MIN.
L
1/4 O.O.
1/2 0.0.
e
FOUNDATION LEVEL �
O.D.
C
(CLASS B, C. D, DESIGN)
BEDDING FOR RIGID PIPE
I-- W (SEE NOTE 4) --1, LIMITS OF PIPE ZONE
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) -
FOUNDATION LEVEL
(CLASS F DESIGN)
BEDDING FOR FLEXIBLE PIPE
NOTES
1. PROMOE UNIFORM SUPPORT UNDER DANIEL
3. COMPACT BEDDING MATERIAL TO 952 MAX. DENSITY EXCEPT OIRECRY
OVER PIPE. HAND TAMP ONLY.
4. SEE "EXCAVATION AND PREPAAATON OF TRENCH" IN THE SANITARY
SEWERS SECTION OF THE STANDARD SPEGFICTATIONS FOR TRENCH MOTH
"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 ID, + 18 ".
5. TRENCH SACKnLL SHALL COMMON TO "SACKFlUNC SEWER TRENCHES'
IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFlCA90NS,
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 "REDOING MATMIN. FOR REABLE PIPE" IN THE AGGREGATES
SEC110N OF STANDARD SPECIfICATION MR THE MATERIAL SPECIFICATIONS.
B. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
5- 356206
NMD t6RD as CITY OF
msGxm.
JOF .6 RENTON
ce WR:
DJD ,, DATUM
wECKRJC Planning /Building /Public Works Dept.
IF NOT CNE INCH
N0. REVISION BY DATE APPR ^PPRrnm: u'IE McoRDRKaY
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OF RENTON
STANDARD 5
13f DATE: 01 /OI/0S
DWG. NAME: B077 SP PAGE:8077
SECONDARY LEARNING CENTER
RENTON SCHOOL DISTRICT #403
SANITARY SEWER DETAILS
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BEDDING CLASS DESIGN
SON
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
6" MIN.
1/4 LD.
12" MAX
6" MIN.
6" MIN.
ZERO
6" MIN.
B
1/4 O.O.
1/2 0.0.
1/6 D.O.
ZERO
O.D.
C
3/4 O.D.
1/2 0.0.
1/80.0.
D.O.
-
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
CITY OF RENTON
STANDARD 5
13f DATE: 01 /OI/0S
DWG. NAME: B077 SP PAGE:8077
SECONDARY LEARNING CENTER
RENTON SCHOOL DISTRICT #403
SANITARY SEWER DETAILS
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04.10