HomeMy WebLinkAboutS-377506a
Z
W
O
K
a
6
r
O
U
Q
2
I•
7'
.L
T-
NOT TO SCALE
A PORTION OF THE NW 1/4 OF THE NW 1/4 OF SECTION 15, TWP. 23 N., RGE. 5 E., W.M., KING COUNTY, WA
MANHOLE FRAME AND COVER
SEE SID. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3 /8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC)
RUBBER GASKETED JOINTS IN
ACCORDANCE WITH ASTM C -443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL
UDDER- POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE SIZE - 1'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
NOTFC.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PUN 401.
4. YANHOU SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
S. ALL JOINTS BETWEEN THE CONE. RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPUSHED NTH A COMBINATION OF
ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) MTH A HIGH SOIJDS URETHANE COATING; WASSER MC- AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WTH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROWO AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
MOW FINISHED GRADE OR MUST HAVE A MINIMUM 2 DIAMETER CONCRETE RINGS POURED AT GRACE.
IN PAWD AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAMNC.
PUBLIC ROBES STD. PLAN 400.1
DEPARTMENT, STANDARD SANITARY MANHOLE
SEPTEMBER 2011
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) ---\
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
i� /v
OF PIPE
BEDDING FOR SANITARY SEWER PIPE
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. PIPE INSTALLATION SHALL BE PER SECTION 7 -08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS'
AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2 -09.4 OF THE
STANDARD SPECIFICATIONS.
D
.4. .
PUBLIC WORKS PIPE BEDDING BID. PLAIT - 405
DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012
p DIA
d
1
RE
SEWER o n,
COVER & FRAME
PLAN VIEW
25' DIP.
[635nn1 1'
u9nn1
8 3/4' L 2 1/2'
1�1- [222nn1 [64nn]
TTP
COVER SECTION VIEW
COVER BOTTOM VIEW
<3F ) NET SOC. (ALLEN SS
5 /SAL % 1.5 .5 D)
RUBBER MASHER
wt
EON BOLTING DETAIL
E64Lnn] II [2)nn] [] r [2lru•6]
V4• (6iW BG I J.
IE[ ®REIE 6ASKEi
6' LZ
❑52nn1 [3ru•]
23 3/8' DIA CL OPEN LR3ia.1
Ls94nn1 GASKET GROOVE DETAIL
27 5/16' DIA
L694nn1
34 WE' DIA
L867nn1 NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No 3717C1 OR EQUAL
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER "), OR WATER (SPECIFY "WATER ").
PUBLIC WORKS PLA17 —401
4�a DEPARTMENT MANHOLE FRAME AND COVER
DECBMBER 2008
G R/W
SURFACE CLEANOUT MTR
CAST IRON RING AND CO KR I
(EAST JORDAN IRON WORKS
2975 OR APPROVED EQUAL SPECIFY
SEN£IY ON ED SI) . POUR 403.1
FOR INSTALUT R
-T- T
J
T L _J
((((((EXISTING 6' SEWER STUB
�(REYOVE i0 R/'M)
EXISTING SANITARY SEWER MAIN
(REMOVE) - - -_ -- -__ - --
-_N`____ _____ _ _____ _ _ _ _ ___
__
6 "x 4" REDUCER -
BEND AS REQUIRED EXISTING 4' SIDE
`\ (NOT TO EXCEED 45)
`PRCPOSID 6"
SEWER SNB
ER MAN SM % 6" ME
SEWER MAIN
PUBLIC WORKS (TYPICAL SIDE SEWER
DEPARTMENT FOR SEWER MAIN RE
'A'
11
1 'B'
I 'C'
I 'D'
1 'E'
48" MH
48
1 6" MIN.
1 5 "MIN
1 24" MIN.
1 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.
NOTFC.
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PUN 401.
4. YANHOU SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
S. ALL JOINTS BETWEEN THE CONE. RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPUSHED NTH A COMBINATION OF
ADJUSTMENT RINGS. BRICKS AND MORTAR ONLY, BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) MTH A HIGH SOIJDS URETHANE COATING; WASSER MC- AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
B. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WTH ASTM C -443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROWO AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
MOW FINISHED GRADE OR MUST HAVE A MINIMUM 2 DIAMETER CONCRETE RINGS POURED AT GRACE.
IN PAWD AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAMNC.
PUBLIC ROBES STD. PLAN 400.1
DEPARTMENT, STANDARD SANITARY MANHOLE
SEPTEMBER 2011
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) ---\
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
i� /v
OF PIPE
BEDDING FOR SANITARY SEWER PIPE
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. PIPE INSTALLATION SHALL BE PER SECTION 7 -08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS'
AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD
SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2 -09.4 OF THE
STANDARD SPECIFICATIONS.
D
.4. .
PUBLIC WORKS PIPE BEDDING BID. PLAIT - 405
DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012
p DIA
d
1
RE
SEWER o n,
COVER & FRAME
PLAN VIEW
25' DIP.
[635nn1 1'
u9nn1
8 3/4' L 2 1/2'
1�1- [222nn1 [64nn]
TTP
COVER SECTION VIEW
COVER BOTTOM VIEW
<3F ) NET SOC. (ALLEN SS
5 /SAL % 1.5 .5 D)
RUBBER MASHER
wt
EON BOLTING DETAIL
E64Lnn] II [2)nn] [] r [2lru•6]
V4• (6iW BG I J.
IE[ ®REIE 6ASKEi
6' LZ
❑52nn1 [3ru•]
23 3/8' DIA CL OPEN LR3ia.1
Ls94nn1 GASKET GROOVE DETAIL
27 5/16' DIA
L694nn1
34 WE' DIA
L867nn1 NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No 3717C1 OR EQUAL
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER "), OR WATER (SPECIFY "WATER ").
PUBLIC WORKS PLA17 —401
4�a DEPARTMENT MANHOLE FRAME AND COVER
DECBMBER 2008
G R/W
SURFACE CLEANOUT MTR
CAST IRON RING AND CO KR I
(EAST JORDAN IRON WORKS
2975 OR APPROVED EQUAL SPECIFY
SEN£IY ON ED SI) . POUR 403.1
FOR INSTALUT R
-T- T
J
T L _J
((((((EXISTING 6' SEWER STUB
�(REYOVE i0 R/'M)
EXISTING SANITARY SEWER MAIN
(REMOVE) - - -_ -- -__ - --
-_N`____ _____ _ _____ _ _ _ _ ___
__
6 "x 4" REDUCER -
BEND AS REQUIRED EXISTING 4' SIDE
`\ (NOT TO EXCEED 45)
`PRCPOSID 6"
SEWER SNB
ER MAN SM % 6" ME
SEWER MAIN
PUBLIC WORKS (TYPICAL SIDE SEWER
DEPARTMENT FOR SEWER MAIN RE
TaT/Rmil
PLUG
SM PLAN - 407
SEPTEMBER 2011
"=WIT- wwffSj77
RECESSED
LIFT POCKET
%' - 11 N.C. SOCKET HD 2" A.C.
SCREW 1 R' LONG
a �\ (BRONZE OR S.S.) 1
i < $" x Y RAISED PADS •;C `
6" CON \
CLASS 3000 `SAND OR
EXPANDABLE
FOAM
14' WATER TIGHT
PLUG
)6" 45' G /8J BEND
2"
2- AGE
F14'
1 Y t<P
12 4' ti0
�tiE
J1
O
CAST IRON RING AND COVER �P2 PIPE MATERIAL AS SPECIFIED
G" BY THE ENGINEER
45'(1/8) BEND
NOTES
1. S' AND 6' CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. W98 OR EQUAL. CLEAN CUT SHALL BE A WATER DGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V -0" THICK, 2' -0' SQUARE
CONCRETE, CUSS 3000, PAD AROUND THE RING AND COVER.
� PUBLC WORKS 8 OR S INCH CLEAN -OUT SM' PLAN - 4031
43'4 DEPARTMENT FOR SANITARY SEWER MAINS
\- SEPTEMBER 2013
- 311506
CHECKED FOR COMPLIANCE TO CITY STANDARDS
aE are
WHITMAN COURT 12/01/2014
CITY OF
RENTON SANITARY DETAILS & NOTES
°° "E'°°�� DATUM SS -U5
ATE Planning /Building /Public works Dept. PERMIT #U14003820 J
IF NOT WE NfN
SV1E AXYXIgN0.Y
6HFLT: 34 o<:40
CDC 5- 3-7?s0b
CONSULTING ENGINEERS LLC
• (i.� �MIVI /•
: yl� 'Jo'!
® 33400 Sth Avenue Sou
• 9
TWoral Way. WA 98003
v IrT www.esmcivil.com ^
,Mo.
FN
C'MI Engn I,g InM Su ne Lane Fbnniq
4UI11
Pudic WorRa Pmjacl Mana9amenL Iene.aaPa AcNlRaclun
•C gyp;
ESM JOB #1799- 001 -013
T�IUL T /�y
TaT/Rmil
PLUG
SM PLAN - 407
SEPTEMBER 2011
"=WIT- wwffSj77
RECESSED
LIFT POCKET
%' - 11 N.C. SOCKET HD 2" A.C.
SCREW 1 R' LONG
a �\ (BRONZE OR S.S.) 1
i < $" x Y RAISED PADS •;C `
6" CON \
CLASS 3000 `SAND OR
EXPANDABLE
FOAM
14' WATER TIGHT
PLUG
)6" 45' G /8J BEND
2"
2- AGE
F14'
1 Y t<P
12 4' ti0
�tiE
J1
O
CAST IRON RING AND COVER �P2 PIPE MATERIAL AS SPECIFIED
G" BY THE ENGINEER
45'(1/8) BEND
NOTES
1. S' AND 6' CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. W98 OR EQUAL. CLEAN CUT SHALL BE A WATER DGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V -0" THICK, 2' -0' SQUARE
CONCRETE, CUSS 3000, PAD AROUND THE RING AND COVER.
� PUBLC WORKS 8 OR S INCH CLEAN -OUT SM' PLAN - 4031
43'4 DEPARTMENT FOR SANITARY SEWER MAINS
\- SEPTEMBER 2013
- 311506
CHECKED FOR COMPLIANCE TO CITY STANDARDS
aE are
WHITMAN COURT 12/01/2014
CITY OF
RENTON SANITARY DETAILS & NOTES
°° "E'°°�� DATUM SS -U5
ATE Planning /Building /Public works Dept. PERMIT #U14003820 J
IF NOT WE NfN
SV1E AXYXIgN0.Y
6HFLT: 34 o<:40
CDC 5- 3-7?s0b