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S88*50'43"E 1318.67' /ON
S88*50'27"E 1318.13' (m
NOTE:
ALL TRENCH RESTORATION SHALL BE ACCOMPLISHED PER THE NE 7th STREET
CURRENT CITY OF RENTON TRENCH RESTORATION AND
STREET OVERLAY REQUIREMENTS'
REFER TO DETAIL SHEET
I
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26' PRVT. ACCESS & CITY OF
F—RENTON UTILITY EASEMENT
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RECOMMENDED
FOR APPROVAL
BY DATE 4t4�1-100-
BY DATE
BY DATE
BY DATE
BY DATE
830-002-031
MMNO NO:
871-005-071
s
am-,
111
I
SANITARY SEWER NOT
PECIFICA TIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LA TEST
EDITION OF THE WSD T /APWA STANDARDS AND SPECIFICA TONS
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIM1 TED TO 8:30
A. M. TO 3 °30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WR /TING BY
THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES,
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24
HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE.
J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND`
CITY OF RENTON STANDARD SPECIFICATIONS.
4. 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
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS 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 A REPRESENTATIVE OF
THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKF/LL ALL
CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONSTRUCTION SITE.
7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL ,TAKE
PRECEDENCE OVER ALL 0 THER PLANS
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB S17E WHENEVER
CONSTRUCTION IS IN PROGRESS
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- BUILT
DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED
PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 81 INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT
STANDARDS
13 DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON —SITE EROSION
AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
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. PIPE BEDDING
SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
16, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17 IN UN— IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
1/2"
1/8" RAISE -112" WIDE
BORDER
10"
9"
8 3/4
'J
CAST IRON RING AND COVER
1"
314" SPACES SPACED -314"
AS /ND/CA TED —HT. 1/8"
'-) 7n
0
12"0 —
FIBER JOIN T
PACKING
PIPE MA TERIAL
AS SPECIFIED.
s . s
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BY
SIDE SEWER MAIN TO
BUILDING SEWER
DATE
i
DATE
?N
•
°
6" SEWER PIPE �'
?
o
W
�
6" SIDE OUTLET TEE ?,
2"X4*" STUD SERVICE A RKER
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am-,
111
I
SANITARY SEWER NOT
PECIFICA TIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LA TEST
EDITION OF THE WSD T /APWA STANDARDS AND SPECIFICA TONS
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIM1 TED TO 8:30
A. M. TO 3 °30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WR /TING BY
THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES,
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24
HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE.
J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND`
CITY OF RENTON STANDARD SPECIFICATIONS.
4. 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
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS 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 A REPRESENTATIVE OF
THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKF/LL ALL
CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONSTRUCTION SITE.
7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL ,TAKE
PRECEDENCE OVER ALL 0 THER PLANS
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB S17E WHENEVER
CONSTRUCTION IS IN PROGRESS
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- BUILT
DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED
PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 81 INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT
STANDARDS
13 DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON —SITE EROSION
AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
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. PIPE BEDDING
SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
16, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17 IN UN— IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
1/2"
1/8" RAISE -112" WIDE
BORDER
10"
9"
8 3/4
'J
CAST IRON RING AND COVER
1"
314" SPACES SPACED -314"
AS /ND/CA TED —HT. 1/8"
'-) 7n
0
12"0 —
FIBER JOIN T
PACKING
PIPE MA TERIAL
AS SPECIFIED.
s . s
• O 1
!
�
N
o
BY
SIDE SEWER MAIN TO
BUILDING SEWER
DATE
BY
DATE
?N
FUTURE
° 0 BLDG SEWER
°
6" SEWER PIPE �'
?
o
W
�
6" SIDE OUTLET TEE ?,
2"X4*" STUD SERVICE A RKER
i
PAINT R PORTION WHITE
w
AND S TEN CI ON SIDE WORD
"SE WER " WI TH 3 " HI GH
a
BLACK LETTERS.
6" SIDE SEWER & BUILDING SEWER
PLAN
ti
l: J. 5 MIX
NOTE:
CONCRETE 60` ALLOWABLE MAX
SIDE SEWER SHALL HAVE A
BLOCKING FOR CAST OR
MINIMUM 5' COVER AT PROPERTY
UCT/LE IRON
Mp,X
s
am-,
111
I
SANITARY SEWER NOT
PECIFICA TIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LA TEST
EDITION OF THE WSD T /APWA STANDARDS AND SPECIFICA TONS
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIM1 TED TO 8:30
A. M. TO 3 °30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WR /TING BY
THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES,
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24
HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE.
J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND`
CITY OF RENTON STANDARD SPECIFICATIONS.
4. 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
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS 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 A REPRESENTATIVE OF
THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKF/LL ALL
CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONSTRUCTION SITE.
7 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL ,TAKE
PRECEDENCE OVER ALL 0 THER PLANS
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB S17E WHENEVER
CONSTRUCTION IS IN PROGRESS
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- BUILT
DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED
PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 81 INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT
STANDARDS
13 DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON —SITE EROSION
AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
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. PIPE BEDDING
SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
16, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17 IN UN— IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
1/2"
1/8" RAISE -112" WIDE
BORDER
10"
9"
8 3/4
'J
CAST IRON RING AND COVER
1"
314" SPACES SPACED -314"
AS /ND/CA TED —HT. 1/8"
'-) 7n
0
12"0 —
FIBER JOIN T
PACKING
PIPE MA TERIAL
AS SPECIFIED.
s . s
• O 1
6 "MIN HORIZONTAL
6" SIDE OUTLET TEE
SEWER MAIN
CONC. BLOCKING ANGLE
OF TEE A T MAIN OVER 25*
ELEVA TION
\A0 G
L� o�0G�`
Z25*
"0G�,
% MIN SLOPE
HORIZ_ ON TAL
TYPICAL SIDE SEWER
EL E VA TI ON
�-- 4 3/4"
PLUG TO BE SEALED IN SAME
MANNER AS MAIN SEWER JOINTS.
CLEAN -OUT DETAIL
EXISTING SEWER MAIN
,I__6" SIDE SEWER
6 "TES T TEE
TO BE INSTALLED
A T CONNECTION
NO TE:
MAKE TAP THROUGH CAST IRON
SADDLE SECURED TO SEWER MAIN
W17H STAINLESS STEEL BANDS
WHEN CONNECTING NEW 'SIDE
SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN &
REINFORCED CONCRETE, Dl &
Cl PIPE SEWER MAINS ARE TO
BE CORE DRILLED.
SIDE E SERVICE T I Lm
TYP. SEE SH TS. 15 & 16
Ir
r- -'� t -
il 121t.L01104
4" MIN.
Z
J9
11
CASTING INLAND FDRY
OR EQUAL. P T#714
SEE DETAIL 5.1.4
ADJUSTMENT 4" MIN.
CONE
MORTAR JOINTS
/ 1
6 1/2"
CONRETE RISER BY PIPE INC.
OR APPROVED EQUAL
MAX. PIPE SIZE -21 " 1. D.
LADDER —STD. ALUMINUM
OR GAL VANIZED STEEL.
/- CONCRETE SHELF
MOR TAR F LET
PRECAST BASE SECTION
OR CAST IN PLACE
6" MIN.
I ::� �-- 6" MIN.
SANITARY MANHOLE TYPICAL DETAIL
(NTS)
TYP. SEE SH TS. 15 & 16
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL, PER DWG. BR29
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE,
6. ALL JOINTS SHALL BE GROUTED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE,
M&I mm,
BY22Z
!
PROPERTY LINE
DATE
BY
SIDE SEWER MAIN TO
BUILDING SEWER
DATE
BY
DATE
FUTURE
° 0 BLDG SEWER
°
6" SEWER PIPE �'
?
�c
6" SIDE OUTLET TEE ?,
2"X4*" STUD SERVICE A RKER
i
PAINT R PORTION WHITE
w
AND S TEN CI ON SIDE WORD
"SE WER " WI TH 3 " HI GH
a
BLACK LETTERS.
6" SIDE SEWER & BUILDING SEWER
PLAN
6" SIDE SEWER
l: J. 5 MIX
NOTE:
CONCRETE 60` ALLOWABLE MAX
SIDE SEWER SHALL HAVE A
BLOCKING FOR CAST OR
MINIMUM 5' COVER AT PROPERTY
UCT/LE IRON
Mp,X
PIPE. LINE OR 3 -5' LOWER THAN THE
6 7MIN
4�>
LOWEST HOUSE ELEVATION, WHICH-
1 25' MIN
EVER IS LOWER.
6 "MIN HORIZONTAL
6" SIDE OUTLET TEE
SEWER MAIN
CONC. BLOCKING ANGLE
OF TEE A T MAIN OVER 25*
ELEVA TION
\A0 G
L� o�0G�`
Z25*
"0G�,
% MIN SLOPE
HORIZ_ ON TAL
TYPICAL SIDE SEWER
EL E VA TI ON
�-- 4 3/4"
PLUG TO BE SEALED IN SAME
MANNER AS MAIN SEWER JOINTS.
CLEAN -OUT DETAIL
EXISTING SEWER MAIN
,I__6" SIDE SEWER
6 "TES T TEE
TO BE INSTALLED
A T CONNECTION
NO TE:
MAKE TAP THROUGH CAST IRON
SADDLE SECURED TO SEWER MAIN
W17H STAINLESS STEEL BANDS
WHEN CONNECTING NEW 'SIDE
SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN &
REINFORCED CONCRETE, Dl &
Cl PIPE SEWER MAINS ARE TO
BE CORE DRILLED.
SIDE E SERVICE T I Lm
TYP. SEE SH TS. 15 & 16
Ir
r- -'� t -
il 121t.L01104
4" MIN.
Z
J9
11
CASTING INLAND FDRY
OR EQUAL. P T#714
SEE DETAIL 5.1.4
ADJUSTMENT 4" MIN.
CONE
MORTAR JOINTS
/ 1
6 1/2"
CONRETE RISER BY PIPE INC.
OR APPROVED EQUAL
MAX. PIPE SIZE -21 " 1. D.
LADDER —STD. ALUMINUM
OR GAL VANIZED STEEL.
/- CONCRETE SHELF
MOR TAR F LET
PRECAST BASE SECTION
OR CAST IN PLACE
6" MIN.
I ::� �-- 6" MIN.
SANITARY MANHOLE TYPICAL DETAIL
(NTS)
TYP. SEE SH TS. 15 & 16
NOTES:
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3. CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL, PER DWG. BR29
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE,
6. ALL JOINTS SHALL BE GROUTED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE,
M&I mm,
BY22Z
DATE
BY
DATE
BY
DATE
BY
DATE
BY
DATE
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PORTION OF THE NW 1/4 OF SE 1/4 OF
SEC 9, TWN. 23 N., RG. 5 E., W.M.
CITY OF RENTON, WASHINGTON
S88'50'43 "E 1318.67' (P
S88.50'27 E 1318.13' (M�
1 NOTE - - - -
8 ALL TRENCH RESTORATION SHALL BE ACCOMPLISHED PER THE NE 7th STREET
CURRENT CITY OF RENTON TRENCH RESTORATION AND
STREET OVERLAY REQUIREMENTS'
30' I REFER TO DETAIL SHEET
CITY OF RENTON SP #LUA98- 032SHPL 008p
® 0 , ,p /Opg2 p,
8
0 Y 26' PRVT. ACCESS & CITY OF
STA 1 +04, 11' RT a ZL u LOT 3 ENTON UTILITY EASEMENT
6 "2, SANITARY S WER
STUBS AT S =2.0 M
(FOR LOTS 2 AND 3)
INV EL = 377.32 8"
a
NOTE:
CONSTRUCT] 20 -FOOT
CONCRETE RIVEWAY
(SEE ADA STD DETAIL)
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SIDEWALKS
390
388
386
384
382
380
378
376
374
372
lb
LOT 4
FENCE N 88 "49'501 WI 200.00'
I
30'
II Ii 1
i
I
I I
EX. CURBS & GUTTERS
II NO SIDEWALKS
II
II
n
EASEMENT,
L - -- --
165LF -6 "SSS
r = - -_ �— (FOR L MIN
- - -_ (FOR LOT 3),
- --------- LOT 2�
I �
FF= 384.00
INV EL = 379.52' -6 "SSS
S =2.0% MIN
(FOR LOT 2)
I / '
63.
1
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3 +29.75
--------------------------
i --� -� /�/ 1�
V cop,
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=2.0% MIN80.62�6 "SSS I W OOgO
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LOT 3
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FF= 38400 O
O Jy
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---- --- ( WIRE FENCE
S 88052'40" E 200.01'
3B4
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DATE
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771
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w
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w
z
EX. HOUSE
Z
TO BE REMOVED
I I
I
68.05'
— —
I
30'
II Ii 1
i
I
I I
EX. CURBS & GUTTERS
II NO SIDEWALKS
II
II
n
EASEMENT,
L - -- --
165LF -6 "SSS
r = - -_ �— (FOR L MIN
- - -_ (FOR LOT 3),
- --------- LOT 2�
I �
FF= 384.00
INV EL = 379.52' -6 "SSS
S =2.0% MIN
(FOR LOT 2)
I / '
63.
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3 +29.75
--------------------------
i --� -� /�/ 1�
V cop,
INV EL = 3 S
=2.0% MIN80.62�6 "SSS I W OOgO
' (FOR LOT 3) \� CID
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FF= 38400 O
O Jy
I
N
---- --- ( WIRE FENCE
S 88052'40" E 200.01'
3B4
020
�B 0 020 �Ok ap0
0
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— — EX GROUND
I,--- -, =384 —
390
388
386
384
382
380
378
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PRIVATE E S=345703 ROAD PROFILE
GRAPHIC SCALE
0 0 o
( IN FEET )
I inch = 20 ft.
"AS— BUILT" NOTE:
"AS- BUILT" IS BASED ON A ACTUAL FIELD
BY TOUMA ENGINEERS AND INFORMATION
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
BY
DATE
BY
DATE
BY
DATE
BY
DATE
BY
DATE
w
w
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— —
I
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SCALE: HORIZ 1 " =40'
VERT 1 " =10'.
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388
386
384
382
380
378
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PRIVATE E S=345703 ROAD PROFILE
GRAPHIC SCALE
0 0 o
( IN FEET )
I inch = 20 ft.
"AS— BUILT" NOTE:
"AS- BUILT" IS BASED ON A ACTUAL FIELD
BY TOUMA ENGINEERS AND INFORMATION
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
BY
DATE
BY
DATE
BY
DATE
BY
DATE
BY
DATE
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SAN/ TAR Y SEWER NO TES & SPECIF /CA TIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
ED177ON OF THE WSDT/APWA STANDARDS AND SPECIFICATIONS
2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIM17EDD TO 8:30
A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY
THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES,
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPAR774ENT OF PUBLIC WORKS 24
HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE.
J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND
CITY OF RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS N077CE SHALL BE REQUIRED
PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG
CONSTRUCTION. (INSPECT /ON WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF
THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL ALL
CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL 077-IER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT
DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED
PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 6 INCHES MAXIMUM DEPTH OF 8/ INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT
STANDARDS.
13 DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14, ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SITE EROSION
AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANV ES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF
WASHINGTON STANDARD SPECIFICA7ONS FOR ROAD AND BRIDGE CONSTRUCTION.
77-/lS 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. PIPE BEDDING
SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
16, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECT70NS TO MATCH PAVING. —
1/2"
118" RAISE -112"
BORDER
. .
1"
314" SPACES SPACED -314"
AS INDICATED -HT. 118"
PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
— CASTING
EQUAL. DRY
PT #714
OR
° 2 FUTURE SEE DETAIL 5.1.4
6" SEWER PIPE 6.0 'BLDG SEWER 25" ADJUSTMENT 4" MIN.
6" SIDE OUTLET TEE ?; 2 "X4" STUD SERVICE 4ARKER
PAINT UPPER PORTION WHITE =_
w AND STENCIL ON SIDE WORD CONE
"SEWER" WITH 3" HIGH
a BLACK LETTERS. MORTAR JOINTS
6" SIDE SEWER & BUILDING SEWER 4" MIN. STEPS -314" DEFORMEDgR
PLAN STEPS SHALL BE INCLUDED
6" SIDE SEWER 2
1:3:5 MIX NOTE.
CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A 6 1/2
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY ^ b
LINE OR 3 -5' LOWER THAN THE CONRETE RISER BY PIPE INC.
UCTILE IRON PIPE.
X 48" OR APPROVED EQUAL
6 "MIN LOWEST HOUSE ELEVATION, WHICH -
25' MlN EVER IS LOWER.
MAX. PIPE SIZE-21" I.D.
6'MIN HORIZONTAL
LADDER -STD. ALUMINUM
6" SIDE OUTLET TEE OR GALVANIZED STEEL.
SEWER MAIN
EXISTING SEWER MAIN CONCRETE SHELF
CONC. BLOCKING ANGLE / 6" SIDE SEWER
OF TEE AT MAIN OVER 25°
ELEVATION �� 6 TEST TEE
O BE INSTALLED A-1
ol� AT CONNECTION
�,(GO�X�G NOTE.
GCE 0�0 MAKE TAP THROUGH CAST IRON
P� �E SADDLE SECURED TO SEWER MAIN
WITH STAINLESS
Pp�GR� WHEN CONNECTING NEEW S IDES
25• G - SEWERS TO EXISTING MAIN.
29 MIN SLOPE
HORIZONTAL VITRIFIED CLAY, PLAIN &
TYPICAL SIDE SEWER REINFORCED CONCRETE, D1 &
Cl PIPE SEWER MAINS ARE TO
ELEVATION BE CORE DRILLED.
SIDE SEWER SERVICE DETAIL
TYP. SEE SHTS. 15 & 16
4 3/4"
PLUG TO BE SEALED IN SAME
MANNER AS MAIN SEWER JOINTS.
CAST IRON RING AND COVER PIPE MATERIAL
AS SPECIFIED. CLEAN —OUT DETAIL
PRECAST BASE SECTION
OR CAST IN PLACE
6' MINA. b
--� �- 6" MIN.
SANITARY MANHOLE TYPICAL DETAIL
(NTS)
TYP. SEE SHTS. 15 & 16
NOTES:
L STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3, CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL, PER DWG. BR29
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6, ALL JOINTS SHALL BE GROUTED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING)
WASSER MC- CONSEAL OR APPROVED EQUAL)
COLOR OF COATING SHALL BE WHITE.
"AS— BUILT" NOTE: -'�
"AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOLMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
DATE
DATE
DATE
DATE 871-
DATE 8
BY
BY
BY
4 BY
S -34510 BY
o
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SAN/ TAR Y SEWER NO TES & SPECIF /CA TIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
ED177ON OF THE WSDT/APWA STANDARDS AND SPECIFICATIONS
2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIM17EDD TO 8:30
A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY
THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES,
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPAR774ENT OF PUBLIC WORKS 24
HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE.
J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND
CITY OF RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS N077CE SHALL BE REQUIRED
PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG
CONSTRUCTION. (INSPECT /ON WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF
THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL ALL
CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL 077-IER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT
DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED
PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 6 INCHES MAXIMUM DEPTH OF 8/ INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT
STANDARDS.
13 DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14, ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SITE EROSION
AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANV ES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF
WASHINGTON STANDARD SPECIFICA7ONS FOR ROAD AND BRIDGE CONSTRUCTION.
77-/lS 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. PIPE BEDDING
SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
16, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECT70NS TO MATCH PAVING. —
1/2"
118" RAISE -112"
BORDER
. .
1"
314" SPACES SPACED -314"
AS INDICATED -HT. 118"
PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
— CASTING
EQUAL. DRY
PT #714
OR
° 2 FUTURE SEE DETAIL 5.1.4
6" SEWER PIPE 6.0 'BLDG SEWER 25" ADJUSTMENT 4" MIN.
6" SIDE OUTLET TEE ?; 2 "X4" STUD SERVICE 4ARKER
PAINT UPPER PORTION WHITE =_
w AND STENCIL ON SIDE WORD CONE
"SEWER" WITH 3" HIGH
a BLACK LETTERS. MORTAR JOINTS
6" SIDE SEWER & BUILDING SEWER 4" MIN. STEPS -314" DEFORMEDgR
PLAN STEPS SHALL BE INCLUDED
6" SIDE SEWER 2
1:3:5 MIX NOTE.
CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A 6 1/2
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY ^ b
LINE OR 3 -5' LOWER THAN THE CONRETE RISER BY PIPE INC.
UCTILE IRON PIPE.
X 48" OR APPROVED EQUAL
6 "MIN LOWEST HOUSE ELEVATION, WHICH -
25' MlN EVER IS LOWER.
MAX. PIPE SIZE-21" I.D.
6'MIN HORIZONTAL
LADDER -STD. ALUMINUM
6" SIDE OUTLET TEE OR GALVANIZED STEEL.
SEWER MAIN
EXISTING SEWER MAIN CONCRETE SHELF
CONC. BLOCKING ANGLE / 6" SIDE SEWER
OF TEE AT MAIN OVER 25°
ELEVATION �� 6 TEST TEE
O BE INSTALLED A-1
ol� AT CONNECTION
�,(GO�X�G NOTE.
GCE 0�0 MAKE TAP THROUGH CAST IRON
P� �E SADDLE SECURED TO SEWER MAIN
WITH STAINLESS
Pp�GR� WHEN CONNECTING NEEW S IDES
25• G - SEWERS TO EXISTING MAIN.
29 MIN SLOPE
HORIZONTAL VITRIFIED CLAY, PLAIN &
TYPICAL SIDE SEWER REINFORCED CONCRETE, D1 &
Cl PIPE SEWER MAINS ARE TO
ELEVATION BE CORE DRILLED.
SIDE SEWER SERVICE DETAIL
TYP. SEE SHTS. 15 & 16
4 3/4"
PLUG TO BE SEALED IN SAME
MANNER AS MAIN SEWER JOINTS.
CAST IRON RING AND COVER PIPE MATERIAL
AS SPECIFIED. CLEAN —OUT DETAIL
PRECAST BASE SECTION
OR CAST IN PLACE
6' MINA. b
--� �- 6" MIN.
SANITARY MANHOLE TYPICAL DETAIL
(NTS)
TYP. SEE SHTS. 15 & 16
NOTES:
L STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3, CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL, PER DWG. BR29
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6, ALL JOINTS SHALL BE GROUTED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING)
WASSER MC- CONSEAL OR APPROVED EQUAL)
COLOR OF COATING SHALL BE WHITE.
"AS— BUILT" NOTE: -'�
"AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOLMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
DATE
DATE
DATE
DATE 871-
DATE 8
BY
BY
BY
4 BY
S -34510 BY
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SAN/ TAR Y SEWER NO TES & SPECIF /CA TIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
ED177ON OF THE WSDT/APWA STANDARDS AND SPECIFICATIONS
2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIM17EDD TO 8:30
A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY
THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES,
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPAR774ENT OF PUBLIC WORKS 24
HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE.
J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND
CITY OF RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS N077CE SHALL BE REQUIRED
PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG
CONSTRUCTION. (INSPECT /ON WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF
THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL ALL
CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL 077-IER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT
DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED
PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 6 INCHES MAXIMUM DEPTH OF 8/ INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT
STANDARDS.
13 DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14, ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SITE EROSION
AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANV ES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF
WASHINGTON STANDARD SPECIFICA7ONS FOR ROAD AND BRIDGE CONSTRUCTION.
77-/lS 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. PIPE BEDDING
SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
16, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECT70NS TO MATCH PAVING. —
1/2"
118" RAISE -112"
BORDER
. .
1"
314" SPACES SPACED -314"
AS INDICATED -HT. 118"
PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
— CASTING
EQUAL. DRY
PT #714
OR
° 2 FUTURE SEE DETAIL 5.1.4
6" SEWER PIPE 6.0 'BLDG SEWER 25" ADJUSTMENT 4" MIN.
6" SIDE OUTLET TEE ?; 2 "X4" STUD SERVICE 4ARKER
PAINT UPPER PORTION WHITE =_
w AND STENCIL ON SIDE WORD CONE
"SEWER" WITH 3" HIGH
a BLACK LETTERS. MORTAR JOINTS
6" SIDE SEWER & BUILDING SEWER 4" MIN. STEPS -314" DEFORMEDgR
PLAN STEPS SHALL BE INCLUDED
6" SIDE SEWER 2
1:3:5 MIX NOTE.
CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A 6 1/2
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY ^ b
LINE OR 3 -5' LOWER THAN THE CONRETE RISER BY PIPE INC.
UCTILE IRON PIPE.
X 48" OR APPROVED EQUAL
6 "MIN LOWEST HOUSE ELEVATION, WHICH -
25' MlN EVER IS LOWER.
MAX. PIPE SIZE-21" I.D.
6'MIN HORIZONTAL
LADDER -STD. ALUMINUM
6" SIDE OUTLET TEE OR GALVANIZED STEEL.
SEWER MAIN
EXISTING SEWER MAIN CONCRETE SHELF
CONC. BLOCKING ANGLE / 6" SIDE SEWER
OF TEE AT MAIN OVER 25°
ELEVATION �� 6 TEST TEE
O BE INSTALLED A-1
ol� AT CONNECTION
�,(GO�X�G NOTE.
GCE 0�0 MAKE TAP THROUGH CAST IRON
P� �E SADDLE SECURED TO SEWER MAIN
WITH STAINLESS
Pp�GR� WHEN CONNECTING NEEW S IDES
25• G - SEWERS TO EXISTING MAIN.
29 MIN SLOPE
HORIZONTAL VITRIFIED CLAY, PLAIN &
TYPICAL SIDE SEWER REINFORCED CONCRETE, D1 &
Cl PIPE SEWER MAINS ARE TO
ELEVATION BE CORE DRILLED.
SIDE SEWER SERVICE DETAIL
TYP. SEE SHTS. 15 & 16
4 3/4"
PLUG TO BE SEALED IN SAME
MANNER AS MAIN SEWER JOINTS.
CAST IRON RING AND COVER PIPE MATERIAL
AS SPECIFIED. CLEAN —OUT DETAIL
PRECAST BASE SECTION
OR CAST IN PLACE
6' MINA. b
--� �- 6" MIN.
SANITARY MANHOLE TYPICAL DETAIL
(NTS)
TYP. SEE SHTS. 15 & 16
NOTES:
L STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3, CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL, PER DWG. BR29
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6, ALL JOINTS SHALL BE GROUTED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING)
WASSER MC- CONSEAL OR APPROVED EQUAL)
COLOR OF COATING SHALL BE WHITE.
"AS— BUILT" NOTE: -'�
"AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOLMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
DATE
DATE
DATE
DATE 871-
DATE 8
BY
BY
BY
4 BY
S -34510 BY
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SAN/ TAR Y SEWER NO TES & SPECIF /CA TIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
ED177ON OF THE WSDT/APWA STANDARDS AND SPECIFICATIONS
2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIM17EDD TO 8:30
A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY
THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES,
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPAR774ENT OF PUBLIC WORKS 24
HOURS IN ADVANCE. THE POLICE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE.
J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS
FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND
CITY OF RENTON STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL
BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE.
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS N077CE SHALL BE REQUIRED
PRIOR TO STAR77NG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG
CONSTRUCTION. (INSPECT /ON WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF
THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILL ALL
CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
AND ANY RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL 077-IER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT
DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OF LICENSED
PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
WITH A LOOSE AVERAGE DEPTH OF 6 INCHES MAXIMUM DEPTH OF 8/ INCHES,
THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE
COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT
STANDARDS.
13 DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14, ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SITE EROSION
AFTER THE COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANV ES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF
WASHINGTON STANDARD SPECIFICA7ONS FOR ROAD AND BRIDGE CONSTRUCTION.
77-/lS 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. PIPE BEDDING
SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE.
16, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECT70NS TO MATCH PAVING. —
1/2"
118" RAISE -112"
BORDER
. .
1"
314" SPACES SPACED -314"
AS INDICATED -HT. 118"
PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
— CASTING
EQUAL. DRY
PT #714
OR
° 2 FUTURE SEE DETAIL 5.1.4
6" SEWER PIPE 6.0 'BLDG SEWER 25" ADJUSTMENT 4" MIN.
6" SIDE OUTLET TEE ?; 2 "X4" STUD SERVICE 4ARKER
PAINT UPPER PORTION WHITE =_
w AND STENCIL ON SIDE WORD CONE
"SEWER" WITH 3" HIGH
a BLACK LETTERS. MORTAR JOINTS
6" SIDE SEWER & BUILDING SEWER 4" MIN. STEPS -314" DEFORMEDgR
PLAN STEPS SHALL BE INCLUDED
6" SIDE SEWER 2
1:3:5 MIX NOTE.
CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A 6 1/2
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY ^ b
LINE OR 3 -5' LOWER THAN THE CONRETE RISER BY PIPE INC.
UCTILE IRON PIPE.
X 48" OR APPROVED EQUAL
6 "MIN LOWEST HOUSE ELEVATION, WHICH -
25' MlN EVER IS LOWER.
MAX. PIPE SIZE-21" I.D.
6'MIN HORIZONTAL
LADDER -STD. ALUMINUM
6" SIDE OUTLET TEE OR GALVANIZED STEEL.
SEWER MAIN
EXISTING SEWER MAIN CONCRETE SHELF
CONC. BLOCKING ANGLE / 6" SIDE SEWER
OF TEE AT MAIN OVER 25°
ELEVATION �� 6 TEST TEE
O BE INSTALLED A-1
ol� AT CONNECTION
�,(GO�X�G NOTE.
GCE 0�0 MAKE TAP THROUGH CAST IRON
P� �E SADDLE SECURED TO SEWER MAIN
WITH STAINLESS
Pp�GR� WHEN CONNECTING NEEW S IDES
25• G - SEWERS TO EXISTING MAIN.
29 MIN SLOPE
HORIZONTAL VITRIFIED CLAY, PLAIN &
TYPICAL SIDE SEWER REINFORCED CONCRETE, D1 &
Cl PIPE SEWER MAINS ARE TO
ELEVATION BE CORE DRILLED.
SIDE SEWER SERVICE DETAIL
TYP. SEE SHTS. 15 & 16
4 3/4"
PLUG TO BE SEALED IN SAME
MANNER AS MAIN SEWER JOINTS.
CAST IRON RING AND COVER PIPE MATERIAL
AS SPECIFIED. CLEAN —OUT DETAIL
PRECAST BASE SECTION
OR CAST IN PLACE
6' MINA. b
--� �- 6" MIN.
SANITARY MANHOLE TYPICAL DETAIL
(NTS)
TYP. SEE SHTS. 15 & 16
NOTES:
L STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFTEY STEPS OR EQUAL
2, STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
3, CASTING TO BE OLYMPIC FOUNDRY MH30 WITH MH30 D/T OR EQUAL, PER DWG. BR29
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6, ALL JOINTS SHALL BE GROUTED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING)
WASSER MC- CONSEAL OR APPROVED EQUAL)
COLOR OF COATING SHALL BE WHITE.
"AS— BUILT" NOTE: -'�
"AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOLMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
RECOMMENDED
FOR APPROVAL
DATE
DATE
DATE
DATE 871-
DATE 8
BY
BY
BY
4 BY
S -34510 BY