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SLOPE 1 1/4' VE
UP TO POC 30 -1
(BUILDING VENT)-
CLEAR ACCESS
OPENINGS --\
GROUT BOTH
SIDES (TYP.)
Y PRECAST
DIVIDER
NOTE: TOP NOT SHOWN \-SLOT BOTH SIDES
DETAIL GREASE INTERCEPTOR
SCALE NONE 3C 013C800
PROVIDE IT COVER (MIN.)
OVER 1 1/4" VENT
2"-0 "• PIPING (TYP.
KOR -N -SEAL
OR APPROVED
EQUAL (TYR) —� I
ROMAC 501
COUPLING -
6 DI INLET
(PExFL)
IE 13.45
WATER SURFA
PIPE
SUPPORT
6-1 TEE DI (I
Cami®m
GROUT ALL
AROUND BOTH
SIDES
GREASE INTERCEPTOR
(3000 GALLON CAPAC
3 3C800 3C800
OPEN TOP 6" DI
SAMPLING TEE (TYP.)
24" CIA LOCKING FRAME &
COVER AIR & GAS TIGHT.
ADJUST TO GRADE, TYR.
3 PLACES 2,-0„
SECTION A
SCALE: NONE 3C 00 3C800
SUBGRADE ELEVATION. FOR MATERIALS
OVER SUBGRADE SEE SHEET 7C(G)800
ACTUAL SIDE SLOPE
BY CONTRACTOR
6" DI OUTLET
(FLxPE) 2
E 12.70
PUSH -ON JOINT
WATERPROOFING
IS REQUIRED ON ALL
EXTERIOR SURFACES
S" DI EXTENSION (FLxPE)" TYP
12" COARSE AGGREGATE GRADING
NO. 467 PER SPECIFICATION 02223
MATERIAL
GENERAL SANITARY SEWER NOTES:
1. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 6:00 A.M. TO 11:00 P.M. 7 DAYS A WEEK
UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET
CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
3. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
(INSPECTION WILL BE ACCOMPLISHED BY THE OWNER'S REPRESENTATIVE AND A REPRESENTATIVE OF THE CITY OF RENTON).
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF
BACKFILLING ALL CONSTRUCTION.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE
SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS.
6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
7. FOR DATUM INFORMATION, REFER TO DRAWING G5.
8. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION
OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON
A UNIFORMLY DENSE UNYIELDING BASE. SEWER MANHOLES SHALL BE UNDERLAIN BY 12" OF COARSE AGGREGATE GRADING
NO. 467 PER SPECIFICATION 02223.
9. 8" AND 6" SANITARY SEWER PIPE SHALL BE DUCTILE IRON CLASS 50. FLANGED PIPE SHALL BE DUCTILE IRON CLASS 53
ALL BURRIED PIPE SHALL BE POLYETHYLENE ENCASED PER SECTION 02732 OF THE SPECIFICATIONS.
10. THIS PROJECT IS NOT LOCATED WITHIN THE AQUIFER PROTECTION AREA (ARA).
11. IDENTIFYING COORDINATES OF MANHOLES SHALL BE CENTER OF STRUCTURE.
TRENCH NOTES:
1. THE TRENCH WIDTH AT THE TOP SHALL BE DETERMINED
BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION OPERATIONS
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TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE
�W as
Nsa
L) P4 cE
THE CONTRACTOR'S RESPONSIBILITY.
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SLOPE 1 1/4' VE
UP TO POC 30 -1
(BUILDING VENT)-
CLEAR ACCESS
OPENINGS --\
GROUT BOTH
SIDES (TYP.)
Y PRECAST
DIVIDER
NOTE: TOP NOT SHOWN \-SLOT BOTH SIDES
DETAIL GREASE INTERCEPTOR
SCALE NONE 3C 013C800
PROVIDE IT COVER (MIN.)
OVER 1 1/4" VENT
2"-0 "• PIPING (TYP.
KOR -N -SEAL
OR APPROVED
EQUAL (TYR) —� I
ROMAC 501
COUPLING -
6 DI INLET
(PExFL)
IE 13.45
WATER SURFA
PIPE
SUPPORT
6-1 TEE DI (I
Cami®m
GROUT ALL
AROUND BOTH
SIDES
GREASE INTERCEPTOR
(3000 GALLON CAPAC
3 3C800 3C800
OPEN TOP 6" DI
SAMPLING TEE (TYP.)
24" CIA LOCKING FRAME &
COVER AIR & GAS TIGHT.
ADJUST TO GRADE, TYR.
3 PLACES 2,-0„
SECTION A
SCALE: NONE 3C 00 3C800
SUBGRADE ELEVATION. FOR MATERIALS
OVER SUBGRADE SEE SHEET 7C(G)800
ACTUAL SIDE SLOPE
BY CONTRACTOR
6" DI OUTLET
(FLxPE) 2
E 12.70
PUSH -ON JOINT
WATERPROOFING
IS REQUIRED ON ALL
EXTERIOR SURFACES
S" DI EXTENSION (FLxPE)" TYP
12" COARSE AGGREGATE GRADING
NO. 467 PER SPECIFICATION 02223
MATERIAL
GENERAL SANITARY SEWER NOTES:
1. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 6:00 A.M. TO 11:00 P.M. 7 DAYS A WEEK
UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET
CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
3. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
(INSPECTION WILL BE ACCOMPLISHED BY THE OWNER'S REPRESENTATIVE AND A REPRESENTATIVE OF THE CITY OF RENTON).
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF
BACKFILLING ALL CONSTRUCTION.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE
SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS.
6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
7. FOR DATUM INFORMATION, REFER TO DRAWING G5.
8. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION
OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON
A UNIFORMLY DENSE UNYIELDING BASE. SEWER MANHOLES SHALL BE UNDERLAIN BY 12" OF COARSE AGGREGATE GRADING
NO. 467 PER SPECIFICATION 02223.
9. 8" AND 6" SANITARY SEWER PIPE SHALL BE DUCTILE IRON CLASS 50. FLANGED PIPE SHALL BE DUCTILE IRON CLASS 53
ALL BURRIED PIPE SHALL BE POLYETHYLENE ENCASED PER SECTION 02732 OF THE SPECIFICATIONS.
10. THIS PROJECT IS NOT LOCATED WITHIN THE AQUIFER PROTECTION AREA (ARA).
11. IDENTIFYING COORDINATES OF MANHOLES SHALL BE CENTER OF STRUCTURE.
TRENCH NOTES:
1. THE TRENCH WIDTH AT THE TOP SHALL BE DETERMINED
BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION OPERATIONS
n 36'" MAX
SECTION SANITARY SEWER TRENCH B
SCALE: NONE 3C 3C800
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CONSTRUCTION SET',
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I
,
ROLL 1 -57 2, 24X
TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE
THE CONTRACTOR'S RESPONSIBILITY.
No
2. THE HEIGHT AND THE SUPPORT OF THE VERTICAL SECTION
` SHALL BE DETERMINED BY THE CONTRACTOR AS REQUIRED FOR
THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS.
/
4
3. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY
12 ". CRUSHED SURFACING
PIPE DIAMETER
o
-
UNDISTURBED
SUBGRADE
W.LS.H.A. PER CHAPTER 296 -155 WAG.
BASE COURSE
4. TRENCH SUBGRADE SHALL BE APPROVED BY OWNER'S REPRESENTATIVE
TRENCH SUBGRADE PRIOR TO PLACING FILL MATERIALS. UNAPPROVED SUBGRADES SHALL
MIN
SEE NOTE 4 BE CORRECTED IN ACCORDANCE WITH SPECIFICATION 02225.
n 36'" MAX
SECTION SANITARY SEWER TRENCH B
SCALE: NONE 3C 3C800
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EXPIRES: 06/05/'u8
:REGOMMENDED By e
OFOR APPROVAL By
By— .I
CONSTRUCTION SET',
`JI= -UERI: ......r - DATE
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ROLL 1 -57 2, 24X
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308�3C8011
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48" STD MH
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RIM EL =19.9
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MH 30 -1
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APPROVED EQUAL
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IE OUT =10.15
308�3C8011
N 71737.3
6" DI SS
"PRIVATE"
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5
013 1
FINISH GRADE
a
SCALE: NONE
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I\\\//\ i�\ ii\//\// \ / /�\ / /�\ / /� \ / /�\ / /� \ / /�\ / /�� //
MH 30 -1
48" STD MH
SS MH 30 -1
ROMAC 0
48 STD MH
RIM EL =19.4
f
EXTEND POLYETHYLENE
APPROVED EQUAL
IE IN =10.57
6" DIA HUBLESS CAST
IRON BUILDING SEWER
2
.
AND CLEANOUT (REFER
TO BUILDING MECHANICAL
IE OUT =10.15
308�3C8011
N 71737.3
6" DI SS
"PRIVATE"
1
E 54349.2
FINISH GRADE
VENT PRIVAT T
SCALE: NONE
I
I\\\//\ i�\ ii\//\// \ / /�\ / /�\ / /� \ / /�\ / /� \ / /�\ / /�� //
TO MATCH BLDG
SS MH 30 -1
ROMAC 0
48 STD MH
COUPLING OR
f
EXTEND POLYETHYLENE
APPROVED EQUAL
ENCASEMENT TO COVER
CONNECTION COUPLING
6" DIA HUBLESS CAST
IRON BUILDING SEWER
2
I DI SEWER
AND CLEANOUT (REFER
TO BUILDING MECHANICAL
3C 013C 01
308�3C8011
PLANS FOR EXACT LOCATION)
POINT OF CONNECTION
INVERT EL LOCATION -
DETAIL POINT OF CONNECTION
SCALE: NONE 3C8013C801
IL = 1 /.0 -
N 71751.9
E 54383.5
POO 30 -2 4
IE - 14.25
N 71748.0
E 54389.7
GREASE INTERCEPTOR
IL = IL.LO
N 71726.2
E 54401.2
now
OUTDOOR CLEANOUT AT GRADE
LOCATED WITHIN 5' OF BUILDING
(REFER TO BUILDING MECHANICAL
PLANS FOR EXACT LOCATION)
TWO -WAY
CLEANOUT
FITTING
SIDE SEWER I
_ I
DETAIL
VENT PRIVAT T
SCALE: NONE
3 01 3C801
TO MATCH BLDG
SS MH 30 -1
VENT PIPE MATERIAL
48 STD MH
MH LID
f
N 71739.2
"PRIVATE"
E 54382.5
MH LID
8 SS
308�3C8011
N 71733.5
E 54375.0
6" DI SS
"PRIVATE"
1
4
8 Q<
013 1
O 5
A� /9� ASS
LF 6. PRJPS
19
MH 30 -2
®9 ?2%
48" STD MH
• - -
RIM EL =19.9
IE IN(SE) =10.93
IE IN NE =10.93
- 2�•�
IE OUT =10.83
'mss
g
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N 71727.7
A6+.,
o
E 54357.2
IL = 1 /.0 -
N 71751.9
E 54383.5
POO 30 -2 4
IE - 14.25
N 71748.0
E 54389.7
GREASE INTERCEPTOR
IL = IL.LO
N 71726.2
E 54401.2
now
OUTDOOR CLEANOUT AT GRADE
LOCATED WITHIN 5' OF BUILDING
(REFER TO BUILDING MECHANICAL
PLANS FOR EXACT LOCATION)
TWO -WAY
CLEANOUT
FITTING
SIDE SEWER I
_ I
DETAIL
BUILDING SEWER
TWO -WAY CLEANOUT 2
SCALE: NONE
3 01 3C801
SS MH 30 -1
48 STD MH
PRIVATE'
ELASTOMERIC
CHECK VALVE
"PRIVATE"
r
8 SS
308�3C8011
IV
" PRNATE'
6" DI SS
"PRIVATE"
MH CHANNEL
j
NOTE: MANHOLE STEPS NOT SHOWN.
DETAIL MH 30 -1 4
SCALE NONE 3 01 30801
48" MH
8
o MH 30 -3 • ® FLOW CHANNEL
STD MH
n RIM EL =17.76 8" DI SS
` o IE IN= 11.4-4
IE OUT =11.39 ^ - - PRIVATE'
N 71710.4 L
g E 54371.7
D W
o ko rc
N DETAIL r3 SECTION MH 30 -1 A
j SCALE: NONE 3C 3C 01 SCALE NONE 30 0130801
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NOTES:
1� STANDARD MANHOLE SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CITY OF RENTON STANDARD
PLAN B071, WITH DIAMETER AS INDICATED.
BACKFLOW PREVENTER MANHOLE SHALL BE
CONSTRUCTED SUCH THAT CHECK VALVE IS
REMOVABLE FOR MAINTENANCE, CHANNELING SHALL
NOT INTERFERE WITH ANCHORAGE OR OPERATION OF
VALVE.
CONNECTION SIMILAR TO DETAIL 1, DRAWING 30801,
EXCEPT THAT 1 1/4” x 2" INCREASER IS REQUIRED,
TWO -WAY CLEANOUT IS OMITTED, COLUMN LINE IS F.2,
VENT PIPING IS NOT POLYETHYLENE ENCASED, AND
PIPE SHALL MATCH BUILDING VENT PIPE MATERIAL.
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SEE NOTE 4
SECTION SANITARY SEWER TRENCH
SCALE: NONE 3C 3C800
GENERAL SANITARY SEWER NOTES:
1. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 6:00 A.M. TO 11:00 P.M. 7 DAYS A WEEK
UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET
CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
3. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION,
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
(INSPECTION WILL BE ACCOMPLISHED BY THE OWNER'S REPRESENTATIVE AND A REPRESENTATIVE OF THE CITY OF RENTON).
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF
BACKFILLING ALL CONSTRUCTION.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE
SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER
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6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
7. FOR DATUM INFORMATION, REFER TO DRAWING G5.
8. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION. THIS SHALL INCLUDE NECESSARY
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OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON
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NO 467 PER SPECIFICATION 02223.
9. '8" AND 6" SANITARY SEWER PIPE SHALL BE DUCTILE IRON CLASS 50. FLANGED PIPE SHALL BE DUCTILE IRON CLASS 53.
ALL BURRIED PIPE SHALL BE POLYETHYLENE ENCASEG PER SECTION 02732 OF THE SPECIFICATIONS.
10. THIS PROJECT IS NOT LOCATED WITHIN THE AQUIFER PROTECTION AREA (ARA).
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TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE
THE CONTRACTOR'S RESPONSIBILITY.
2. THE HEIGHT AND THE SUPPORT OF THE VERTICAL SECTION
SHALL BE DETERMINED BY THE CONTRACTOR AS REQUIRED FOR
THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS.
3. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY
W.I.S.H.A. PER CHAPTER 296 -155 WAC.
4. TRENCH SUBGRADE SHALL BE APPROVED BY OWNER'S REPRESENTATIVE
PRIOR TO PLACING FILL MATERIALS. UNAPPROVED SUBGRADES SHALL
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GROUT ALL / SLOT
AROUND BOTH
SIDES
SECTION A
SCALE: NONE 3C800 3C800
SUBGRADE ELEVATION. FOR MATERIALS
OVER SUBGRADE SEE SHEET 1C(G)800
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UNDISTURE
SUBGRADE
ACTUAL SIDE SLOPE
BY CONTRACTOR
WARNING
TAPE
BEDDING MATERIAL
12" CRUSHED SURFACING
BASE COURSE
TRENCH SUBGRADE
SEE NOTE 4
SECTION SANITARY SEWER TRENCH
SCALE: NONE 3C 3C800
GENERAL SANITARY SEWER NOTES:
1. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 6:00 A.M. TO 11:00 P.M. 7 DAYS A WEEK
UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET
CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE.
THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
3. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION,
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
(INSPECTION WILL BE ACCOMPLISHED BY THE OWNER'S REPRESENTATIVE AND A REPRESENTATIVE OF THE CITY OF RENTON).
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF
BACKFILLING ALL CONSTRUCTION.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE
SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER
PLANS.
6. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
7. FOR DATUM INFORMATION, REFER TO DRAWING G5.
8. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION
OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON
A UNIFORMLY DENSE UNYIELDING BASE. SEWER MANHOLES SHALL BE UNDERLAIN BY 12" OF COARSE AGGREGATE GRADING
NO 467 PER SPECIFICATION 02223.
9. '8" AND 6" SANITARY SEWER PIPE SHALL BE DUCTILE IRON CLASS 50. FLANGED PIPE SHALL BE DUCTILE IRON CLASS 53.
ALL BURRIED PIPE SHALL BE POLYETHYLENE ENCASEG PER SECTION 02732 OF THE SPECIFICATIONS.
10. THIS PROJECT IS NOT LOCATED WITHIN THE AQUIFER PROTECTION AREA (ARA).
11. IDENTIFYING COORDINATES OF MANHOLES SHALL BE CENTER OF STRUCTURE.
$44RA90A
AS BUNT
TRENCH NOTES:
1. THE TRENCH WIDTH AT THE TOP SHALL BE DETERMINED
BY THE CONTRACTOR TO SUIT HIS CONSTRUCTION OPERATIONS.
TRAFFIC FLOW AND PROTECTION OF ADJACENT PROPERTY ARE
THE CONTRACTOR'S RESPONSIBILITY.
2. THE HEIGHT AND THE SUPPORT OF THE VERTICAL SECTION
SHALL BE DETERMINED BY THE CONTRACTOR AS REQUIRED FOR
THE PROTECTION OF ADJACENT PROPERTIES AND IMPROVEMENTS.
3. TRENCH SUPPORT SYSTEM SHALL BE USED WHERE REQUIRED BY
W.I.S.H.A. PER CHAPTER 296 -155 WAC.
4. TRENCH SUBGRADE SHALL BE APPROVED BY OWNER'S REPRESENTATIVE
PRIOR TO PLACING FILL MATERIALS. UNAPPROVED SUBGRADES SHALL
BE CORRECTED IN ACCORDANCE WITH SPECIFICATION 02225.
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EXPIRES: O6 /OS /'00
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RECORD DRAWING INFORMATION COMPILED
FROM CONTRACTOR'S RECORDS. LICENSEE
IS NOT RESPONSIBLE FOR ACCURACY OR
COMPLETENESS OF CONTRACTOR'S RECORDS.
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FINISH GRADE ROMAC 501
> �� %�� \ / /�� \ / /� \ \/ COUPLING OR
EXTEND POLYETHYLENE APPROVED EQUAL
ENCASEMENT TO COVER 6" DIA HUBLESS CAST
CONNECTION COUPLING IRON BUILDING SEWER W
AND CLEANOUT REFER 3C 01.3
6" DI SEWER TO BUILDING MECHANICAL
PLANS FOR EXACT LOCATION)
- - - - - -- ---- - - - - --
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POINT OF CONNECTION \
INVERT EL LOCATION
DETAIL POINT OF CONNECTION
SCALE: NONE 3C8013C801
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VENT "PRIVATE"
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FINISH GRADE ROMAC 501
> �� %�� \ / /�� \ / /� \ \/ COUPLING OR
EXTEND POLYETHYLENE APPROVED EQUAL
ENCASEMENT TO COVER 6" DIA HUBLESS CAST
CONNECTION COUPLING IRON BUILDING SEWER W
AND CLEANOUT REFER 3C 01.3
6" DI SEWER TO BUILDING MECHANICAL
PLANS FOR EXACT LOCATION)
- - - - - -- ---- - - - - --
I
5' -0"
POINT OF CONNECTION \
INVERT EL LOCATION
DETAIL POINT OF CONNECTION
SCALE: NONE 3C8013C801
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48" STD MH
VENT "PRIVATE"
ELASTOMERIC
CHECK VALVE
TO MATCH BLDG
VENT PIPE MATERIAL
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MH LID
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MH CHANNEL
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RIM EL =19.9
m F IE IN SE) =10.93
0 o IE IN�NE) =10.93
x IE OUT =10.83 �9
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RIM EL =17.76
IE IN= 11.49
IE OUT =11.39
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E 54371.7
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IE 17.0 ET\
IE = 17.0 �/
N 71751.9
E 54383.5
POC 30 -2 4
IE = 14.25
N 71748.0
E 54389.7
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GREASE INTERCEPTOR
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36 01 3C80C
POC 30 -3
IE = 12.26 3 013C801
N 71726.2
E 54401.2
6
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DETAIL 3
SCALE: NONE 3C30 3C801
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OUTDOOR CLEANOUT AT GRADE
LOCATED WITHIN 5' OF BUILDING
(REFER TO BUILDING MECHANICAL
PLANS FOR EXACT LOCATION)
TWO -WAY
CLEANOUT
FITTING
SIDE SEWER BUILDING SEWER
r
IIFTAIL TWO-WAY CLEANOUT 2
SCALE: NONE 3C80 3C801
ID
SS MH 30 -1
48" STD MH
"PRIVATE"
ELASTOMERIC
CHECK VALVE
"PRIVATE"
A
3C8013C801
8" DI SS
"PRIVATE"
6" DI SS
"PRIVATE"
MH CHANNEL
NOTE: MANHOLE STEPS NOT SHOWN.
FL,
DETAIL MH 30 -1 4
SCALE: NONE 3C 013C801
48" MH
NOTES:
STANDARD MANHOLE SHALL BE CONSTRUCTED IN
ACCORDANCE WITH CITY OF RENTON STANDARD
PLAN B071, WITH DIAMETER AS INDICATED.
BACKFLOW PREVENTER MANHOLE SHALL BE
CONSTRUCTED SUCH THAT CHECK VALVE IS
REMOVABLE FOR MAINTENANCE. CHANNELING SHALL
NOT INTERFERE WITH ANCHORAGE OR OPERATION OF
VALVE.
CONNECTION SIMILAR TO DETAIL 1, DRAWING 3C801,
EXCEPT THAT 1 1/4" x 2" INCREASER IS REQUIRED,
TWO -WAY CLEANOUT IS OMITTED, COLUMN LINE IS F.2,
VENT PIPING IS NOT POLYETHYLENE ENCASED, AND
PIPE SHALL MATCH BUILDING VENT PIPE MATERIAL.
ED CONNECTION SIMILAR TO DETAIL 1, DRAWING 3C801,
EXCEPT THAT 2 1/2" x 4" AND 4" x 6" INCREASERS
ARE REQUIRED.
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6" DI SS
D
LLVSTOMERIC
CHECK VALVE
SECTION MH 30 -1 A
SCALE: NONE 3C8013C801
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ROLL 159
BUILT
- - - -- mm - - - -- am - - - -ft
RECOMMENDED BY j
FOR APPROVAL BY 1
w�Gaa RECORD DRAWING INFORMATION COMPILED
FROM CONTRACTOR'S RECORDS. LICENSEE
S NOT RESPONSIBLE FOR ACCURACY OR
COMPLETENESS OF CONTRACTOR'S RECORDS
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RECORD DRA ING'#
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EXPIRES: 06 /05/'00
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