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iD.MANHOLES UAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A SURETRACK
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EQUAL TE
r OVE E S MANHOLE TO EXTEND: MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN
! � . OR CAST !N SHELF.
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LST DATE. 04103
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19. LOCATIONS OF ROADWAY S ,
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li
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MINIMUM 1 0
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0
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60 ALLOWABLE
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w a
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C
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21. ALL TRENCH BACKFIL H M
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PROPERTY !N
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V —
LINE
LL 2 u1 UJ
ASTM D-1557-70 (MODIFIED PROCTOR FOR TH FIRST THREE FEET A ' THE PIPE. 1H
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WA SSE R MC-CONSEAL OR APPR OVED E Q U A L,
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o
MAX. PIPE SIZ E
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8 CH A N NEL H E I GH T SHALL BE MINIMUM OF 3 / 4
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a a i
OR DUCTILE IRON CLASS 50 SANITARY TA
RY SEWER FORCE MAIN TO BE C E MENT L IN ED DUC TI LE IRON PIPE CONFORMING
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9. CONNECTIONS TO SH A LL BE USING G PK ADAPTOR,
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ri
APPROVED EQUAL
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PRECAST BASE SECTION » »
iD.MANHOLES UAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A SURETRACK
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EQUAL TE
r OVE E S MANHOLE TO EXTEND: MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN
! � . OR CAST !N SHELF.
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e . .. �./
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� CLIMBING AND FALL PROTECTION SYSTEM INSTALLED.
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Z_
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AGENCIES
LST DATE. 04103
N
r
W;
SANITARY MANHOLE TYPICAL .W
OLE Y ICAL DETAIL
F
19. LOCATIONS OF ROADWAY S ,
BUILDINGS GS AN PARKIN AR EAS SHOWN H EREO N ARE r
APPROXIMATE. FOR DIMENSIONED (o
[h;
NOT A Z
0 0 SCALE
SANITARY MANHOLE TYPICAL DETAIL
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LOCATIONS OF THESE IMPR OVEMEN T S ! REFER TO THE ARCHI TE CTURA L SITE PLAN. IMPROVEMENT AN D STRUCTURE UCTURE w 10
_ N
ATI
DWG. NAME : BR28 SP PAGE : 8071
LOC ONS SHALL l ..
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LL BE FIELD SET BY THE ENGINEER AS REQUIRED.
0 Q
Q
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J
li
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20. ALL MANHOLES. SHALL BE PER THE CITY F R NT STANDARDS P
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W
_ _ Z
MINIMUM 1 0
U 0. 0 FOOT T M 1. F
.. 0 MAXIMUM 1.0 —FOOT DROP BETWEEN INVERT IN AND INVERT T. A MANHOLE R
o VE OUT ALL OLE .COVES _ J
0
W
w gas
Q
Z SHALL BE ADJUSTED T FINI H RA P
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Y o 0 L G A D LA DSCA ING.
60 ALLOWABLE
MAX M
w a
O
C
0
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21. ALL TRENCH BACKFIL H M
T
L SHALL BE COMPACTED TO AT LEAST 959 OF THE MAXIMUM DRY DENSITY PER D .DES E
PROPERTY !N
OR DUCTILE IRON PIPE.
V —
LINE
LL 2 u1 UJ
ASTM D-1557-70 (MODIFIED PROCTOR FOR TH FIRST THREE FEET A ' THE PIPE. 1H
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CONE
a
rt.
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B E .,
o
MAX. PIPE SIZ E
E
Z PIP B EDD IN G S HA LL BE PEA GRAVEL 6 „ ABOVE AND BELOW THE PIP E . 2 » TYP _
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.
F
0
OR .GALVANIZED STEEL
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_
16. SANITARY SEWE R PIPE A LL BE CHLORID E E PVC RUBBER RUB - E R G ASK ETED A STM D 303 4 SOR 35 SDR C900
8 CH A N NEL H E I GH T SHALL BE MINIMUM OF 3 / 4
THE IN S I DE D IA M ETE R OF LARGEST, PIP E .
a a i
OR DUCTILE IRON CLASS 50 SANITARY TA
RY SEWER FORCE MAIN TO BE C E MENT L IN ED DUC TI LE IRON PIPE CONFORMING
MORTAR FILLET
CONCRETE SHELF
9. CONNECTIONS TO SH A LL BE USING G PK ADAPTOR,
KOR _ _
SEAL BOOTS OR
TO LATEST REVSIONS OF A WW A C 11 0 & C111 THICKNESS CL.52.
ri
APPROVED EQUAL
a
1 .
PRECAST BASE SECTION » »
iD.MANHOLES UAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A SURETRACK
17. IN UNIMPROVED AREAS,
EQUAL TE
r OVE E S MANHOLE TO EXTEND: MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN
! � . OR CAST !N SHELF.
N
e . .. �./
W
� CLIMBING AND FALL PROTECTION SYSTEM INSTALLED.
PAVED AREA COVER MUST UST P IN ALL 1 e
� SLOE LL 0 RECTIONS TO MATCH PAVING. 'ALL MANHOLES SHALL HAVE LOCKING
Z _ VE G ..
Z_
Q._ U.
w Z
� J
L ID S
F11 J •
X
Z Z O
o .A. ADOPTED
Z w z z W
CITY 0 F RENTO N o o 1 8 A LL SANITARY IMPROVEMENTS
Z S HA LL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY
Q Q 6 » MIN. TYP1 1- DEVATION FROM TH ESE PLAN S WLL R E Q U IR E APPROVAL FROM THE OWNER ! ENGINEER AN0 APPROPRIA TE P v
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AGENCIES
LST DATE. 04103
N
r
W;
SANITARY MANHOLE TYPICAL .W
OLE Y ICAL DETAIL
F
19. LOCATIONS OF ROADWAY S ,
BUILDINGS GS AN PARKIN AR EAS SHOWN H EREO N ARE r
APPROXIMATE. FOR DIMENSIONED (o
[h;
NOT A Z
0 0 SCALE
SANITARY MANHOLE TYPICAL DETAIL
d0
LOCATIONS OF THESE IMPR OVEMEN T S ! REFER TO THE ARCHI TE CTURA L SITE PLAN. IMPROVEMENT AN D STRUCTURE UCTURE w 10
_ N
ATI
DWG. NAME : BR28 SP PAGE : 8071
LOC ONS SHALL l ..
0
LL BE FIELD SET BY THE ENGINEER AS REQUIRED.
0 Q
Q
�o
J
li
w
Q
Y O N
20. ALL MANHOLES. SHALL BE PER THE CITY F R NT STANDARDS P
E 0 E ON S AND DS AN ®S ECIFiCATIONS ALL MANHOLES SHALL WAVE A W
W
_ _ Z
MINIMUM 1 0
U 0. 0 FOOT T M 1. F
.. 0 MAXIMUM 1.0 —FOOT DROP BETWEEN INVERT IN AND INVERT T. A MANHOLE R
o VE OUT ALL OLE .COVES _ J
0
W
w gas
Q
Z SHALL BE ADJUSTED T FINI H RA P
0 S G DE RIOR T FINA PAV1N N N P
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60 ALLOWABLE
MAX M
w a
O
C
0
w � _
(n o FOR CAST IRON PIP E 0 Q O W= o v Z
21. ALL TRENCH BACKFIL H M
T
L SHALL BE COMPACTED TO AT LEAST 959 OF THE MAXIMUM DRY DENSITY PER D .DES E
PROPERTY !N
OR DUCTILE IRON PIPE.
V —
LINE
LL 2 u1 UJ
ASTM D-1557-70 (MODIFIED PROCTOR FOR TH FIRST THREE FEET A ' THE PIPE. 1H
E S EE EE ROVE E E E REMAINING BACKFItI h 0
w ,
MAY B T 990 IF T
1.
3 5 MIX.
G
Z
E 0 0 NO IN AN AREA OF FUTURE PAVEMENT OR STRU TURAL FILL. TRENCH A K l AN N
J
CL C LL B C F LL D ��
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0
COMPACTION SHALL B � G
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5
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BLOCKING
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8
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SAW IN A WIV IIN OU IN .
U S L E. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
m
CONE
P E
M R
G
COMPACTION. A PERMANENT
E HOT MIX PATCH. SHALL BE PLACED. WITHIN. t0 DAYS AND SHALL. BE PER CITY OF
N
CURRENT CITY OF RENT ON STANDARDS
. D
:.
PROJECT NO:.
O
NOTE S
Qi
o
22. ALL SIDE SEWERS SHALL INIM
LL BE A UM 6 DIAMETER AND HAVE A MINIMUM SLOP F 9: PROPERTY T
E 0 2 0 o LO
�
0 OPE
G 29a M IN SL
I
RUBBER GASKETED JOINTS 1 N
6 BUILDING SEWER PIPE
BUILDING SEWER
�ACCORDANCE
VTH ASTM C-443
1
F I P R A.
STEPS TO 8E 3 4 0 DEFORMED BAR GALVANIZED SAFETY STEPS 0 EQUAL.
/
— —
(
_- _ — — — — — —_
13. DATUM HA CITY
SHALL BE C OF RENTON NAVD 1988 METERS AND NAD 1983 1991 (METERS).
E7E S
— —'— - — — —
-
.. . .
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DRAWN BY.
VK
- -
A
2.
STEPS ARE TO BE IN PUKE BEFORE MANHOLE SECTIONS ARE INSTALLED.
SEWER CONSTRUCTION. SID E SEWE R TEE S T ATIONS ARE REFERENCED FROM THE E AR ES T DO WN DOWNSTREAM MAN HOLE THE
l/
s
A LL DI ST U R BED AR E A S SHALL BE SEEDED AND MULCHED R TH R
ULC ED 0 0 E WISE STABILIZED TO THE SATISFACTION OF THE
— — — = — —
STEPS 314- DEFORMED BAR
P
STE S HA N SHALL BE INCLUDED CL ED
J.
_
A T R
C STING TO PER DRAWING BR29.
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s _
Q
V-, .
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DEPARTMENT F —
DE E T OR THE PREVENTION OF ON —SITE EROSION AF THE P
S TE E OS ON .TER E COM LETLON OF CONSTRUCTION.
»
—
612
6 S 1 D E OUTLET TEE
_
W
CO N C R ETE RISE R BY PIPE INC.,
4
MANH OLE SEC 7I0 N T 0 BE OF REINFORCED PR E CAST CONCRETE.
_
ISSUE DATE.
1 . A LL PIP E AND APP UR TE NAN CES SHALL BE LAID ON A PROPERLY PR E PAR E D FOUNDATION IN A CCO R DANCE WITH
7 MIN.
.
'A
OR EQUAL.
,
-
9!
6 MIN.
SEWER
R M IN
A
SECTION 7-02.3(l) OF THE
E CURRENT STATE OF WASHINGTON TON STAN AR P IFI ATI N F
AS G STANDARD S EC C O S OR ROAD AND BRIDGE
.
5.
ALL JOINTS. SHALL BE GROUTED.
23. WHERE A WA
E E TER MAIN CROSSES ABOVE .THE. SANITARY R AN THAN
SEWS D LESS AN 3 0 OF VERTICAL CLEARANCE EXISTS
,
CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVE L ING OF THE TRENCH BOTTOM OR THE T OP OF THE
w
6.
SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INC L UDING.
M
0 D 0 TE AL AS WELL AS PLACEMENT AN PA TIN F REQUIRED
FUN
FOUNDATION MATERIAL E 0 COM C 0 O EQU EO BEDDING MATERIAL TO UNIFORM
DE ME AT MAIN OVER 5
71PICAL SIDE SEWER ELEVA77ON
_ a
CHANNELING COATED SEALED WITH A HI SOLIDS URETHANE COATING
TE HIGH )
��
WA SSE R MC-CONSEAL OR APPR OVED E Q U A L,
COLOR OF CO A71N G SHALL
BE WITE. GRADE SO THAT TH E E N TIR E LENG TH F THE PIPE
WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING AS . ..
B E .,
o
MAX. PIPE SIZ E
E
Z PIP B EDD IN G S HA LL BE PEA GRAVEL 6 „ ABOVE AND BELOW THE PIP E . 2 » TYP _
RUBBER R UBBE R G A S K E1ED J01 N TS SH A LL BE 1 N CONFORMANCE A TM C _
443. ALUMINUM
.
F
0
OR .GALVANIZED STEEL
d'
_
16. SANITARY SEWE R PIPE A LL BE CHLORID E E PVC RUBBER RUB - E R G ASK ETED A STM D 303 4 SOR 35 SDR C900
8 CH A N NEL H E I GH T SHALL BE MINIMUM OF 3 / 4
THE IN S I DE D IA M ETE R OF LARGEST, PIP E .
a a i
OR DUCTILE IRON CLASS 50 SANITARY TA
RY SEWER FORCE MAIN TO BE C E MENT L IN ED DUC TI LE IRON PIPE CONFORMING
MORTAR FILLET
CONCRETE SHELF
9. CONNECTIONS TO SH A LL BE USING G PK ADAPTOR,
KOR _ _
SEAL BOOTS OR
TO LATEST REVSIONS OF A WW A C 11 0 & C111 THICKNESS CL.52.
ri
APPROVED EQUAL
a
1 .
PRECAST BASE SECTION » »
iD.MANHOLES UAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A SURETRACK
17. IN UNIMPROVED AREAS,
EQUAL TE
r OVE E S MANHOLE TO EXTEND: MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN
! � . OR CAST !N SHELF.
N
e . .. �./
W
� CLIMBING AND FALL PROTECTION SYSTEM INSTALLED.
PAVED AREA COVER MUST UST P IN ALL 1 e
� SLOE LL 0 RECTIONS TO MATCH PAVING. 'ALL MANHOLES SHALL HAVE LOCKING
Z _ VE G ..
Z_
Q._ U.
w Z
� J
L ID S
F11 J •
X
Z Z O
o .A. ADOPTED
Z w z z W
CITY 0 F RENTO N o o 1 8 A LL SANITARY IMPROVEMENTS
Z S HA LL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY
Q Q 6 » MIN. TYP1 1- DEVATION FROM TH ESE PLAN S WLL R E Q U IR E APPROVAL FROM THE OWNER ! ENGINEER AN0 APPROPRIA TE P v
Standard P lens
o.
J
d'
a
AGENCIES
LST DATE. 04103
N
r
W;
SANITARY MANHOLE TYPICAL .W
OLE Y ICAL DETAIL
F
19. LOCATIONS OF ROADWAY S ,
BUILDINGS GS AN PARKIN AR EAS SHOWN H EREO N ARE r
APPROXIMATE. FOR DIMENSIONED (o
[h;
NOT A Z
0 0 SCALE
SANITARY MANHOLE TYPICAL DETAIL
d0
LOCATIONS OF THESE IMPR OVEMEN T S ! REFER TO THE ARCHI TE CTURA L SITE PLAN. IMPROVEMENT AN D STRUCTURE UCTURE w 10
_ N
ATI
DWG. NAME : BR28 SP PAGE : 8071
LOC ONS SHALL l ..
0
LL BE FIELD SET BY THE ENGINEER AS REQUIRED.
0 Q
Q
�o
J
li
w
Q
Y O N
20. ALL MANHOLES. SHALL BE PER THE CITY F R NT STANDARDS P
E 0 E ON S AND DS AN ®S ECIFiCATIONS ALL MANHOLES SHALL WAVE A W
W
_ _ Z
MINIMUM 1 0
U 0. 0 FOOT T M 1. F
.. 0 MAXIMUM 1.0 —FOOT DROP BETWEEN INVERT IN AND INVERT T. A MANHOLE R
o VE OUT ALL OLE .COVES _ J
0
W
w gas
Q
Z SHALL BE ADJUSTED T FINI H RA P
0 S G DE RIOR T FINA PAV1N N N P
Y o 0 L G A D LA DSCA ING.
60 ALLOWABLE
MAX M
w a
O
C
0
w � _
(n o FOR CAST IRON PIP E 0 Q O W= o v Z
21. ALL TRENCH BACKFIL H M
T
L SHALL BE COMPACTED TO AT LEAST 959 OF THE MAXIMUM DRY DENSITY PER D .DES E
PROPERTY !N
OR DUCTILE IRON PIPE.
V —
LINE
LL 2 u1 UJ
ASTM D-1557-70 (MODIFIED PROCTOR FOR TH FIRST THREE FEET A ' THE PIPE. 1H
E S EE EE ROVE E E E REMAINING BACKFItI h 0
w ,
MAY B T 990 IF T
1.
3 5 MIX.
G
Z
E 0 0 NO IN AN AREA OF FUTURE PAVEMENT OR STRU TURAL FILL. TRENCH A K l AN N
J
CL C LL B C F LL D ��
CONCRETE �
E
G �
a
L
0
COMPACTION SHALL B � G
E COMPLETED PRIOR T TIN IN FOR LEAKAGE. 0 TES. G LINES 0 LEA GE P
5
N
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BLOCKING
P
8
6 0
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anGC' G r c uate
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t
t
e�
m
M
P E
M R
G
FUTURE
U E
PROJECT NO:.
O
Qi
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22. ALL SIDE SEWERS SHALL INIM
LL BE A UM 6 DIAMETER AND HAVE A MINIMUM SLOP F 9: PROPERTY T
E 0 2 0 o LO
�
0 OPE
G 29a M IN SL
6 BUILDING SEWER PIPE
BUILDING SEWER
CORNERS AND R 1
0 BUILDING LOCATIONS AND FINISH GRADES HA ESTABLISHED
s S DES S LL BE ES BL SHED IN THE FIELD PRIOR TO ANY
— —
(
_- _ — — — — — —_
— —'— - — — —
-
DRAWN BY.
VK
- -
0
SEWER CONSTRUCTION. SID E SEWE R TEE S T ATIONS ARE REFERENCED FROM THE E AR ES T DO WN DOWNSTREAM MAN HOLE THE
l/
HORIZONTAL
— — — = — —
1W a .
V-, .
m
CO N TRACTOR SHALL MAINTAIN ACCURATE AS B AS—BUILT R ECO R DS 0 F A LL SIDE SEWER LOCATIONS ALL SIDE SEWERS
6 S 1 D E OUTLET TEE
_
W
SHALL BE TESTED AT THE TI ME OF MAIN LIN E TESTING. PIPE M ATE RIAL SHALL BE C900 FOR DEPTHS OVER 15! .
SEWER MAI N
ISSUE DATE.
12 O I
-
9!
6 MIN.
SEWER
R M IN
A
TEE WITH 6 SIDE OUTLET
23. WHERE A WA
E E TER MAIN CROSSES ABOVE .THE. SANITARY R AN THAN
SEWS D LESS AN 3 0 OF VERTICAL CLEARANCE EXISTS
:
C
w
SHEET REV.:
0 0
1 7
BETWEEN THE TOP OF N 7T
SEWER AND BO OM F WATER THE R
0 TE MAIN, E SEWE SHALL CONSTRUCTED LL BE CON S UCTEO OR
DE ME AT MAIN OVER 5
71PICAL SIDE SEWER ELEVA77ON
_ a
ECO STRUCTED WITH
RECONSTRUCTED DUCTILE IRON PIPE CLASS A MINIMUM HORIZONTAL l
50 0 F R U D STANCE OF 10 ON EACH SIDE..:
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