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24. SANITARY SEWER MAIN LINES (8" D/AME7ER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO
ANY BUILDING OR 5 FEET TO ANY CARPORT.
25 NEW CONNEC7701VS TO EXIS77NC FACIL177ES SHALL BE SEALED OFF UN77L UPS7REAM C0N577?UC77ON IS FIN /SHED,
TES7ED, CLEANED AND ACCEP7ED. ALL CON577?UC770N DEBRIS AND WA7ER SHALL BE REMOVED PR /OR TO OPENING THE
SEAL. ALL TESTING SHALL BE IN 7HE PRESENCE OF A CITY OF RENTON INSPECTOR.
zo 26. PRIOR TO ACCEPTANCE OF CONSTRUCT /ON AND /OR ISSUANCE OF OCCUPANCY PERM /7S ENG /NEER /SURVEYOR- CERT/F /ED
AS -BUILT DRAW9NGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES.
INSIDE DROP CONNECTION
IN EX, SSMH - 60'0
NO SCALE
NOTES:
1. ALL PIPE SHALL BE SIMILAR MATER /AL AS MAINLINE.
2 STAINLESS STEEL STRAPS SHALL HAVE A MAXIMUM
SPACING OF 18' STRAPS SHALL BE ATTACHED
L177LIZING STAINLESS STEEL EXPANSION BOLTS
MIN. 2 EACH AT CONNECTION POINTS.
J. FOR MANHOLES 1 AND 2, THE CONTRACTOR HAS
THE OP7101V OF ALSO USING AN OUTSIDE DROP PER
CO.R. STD. PLAN 8075.
RA
10' MIN.
6" BUILDING SEWER PIPE - -
I
TEE WITH 6" SIDE OUTLET CLEANOUT -SEE
DETAIL LEFT
2': 4" STUD SERVICE MARKER PAINT UPPER
POR77ON WH 17E ANS STENCIL ON SIDE
WORDING SEWER' W17N 3" HIGH BLACK CETIERS
AND A WIRE WRAPPED AROUND THE STUD AND
EXTENDED TO NE TOP OF THE STUD.
SIDESEWER DETAIL
NO SCALE
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUC771E IRON PIPE.
1:315 M/X A5 U1
CONCRETE 0
BLOCKING �P� �LE pGI�INC
MIN 2 MPK RED 9�
( - CON _2X MIN SLOPE
HORIZONTAL
6" S/D£ OUTLET TEE
SEWER MAIN
SEWER MAIN
CONCRETE BLOCKING ANGLE
`O OF 7FE AT MAIN OVER 25' TYPICAL SIDE SEWER ELEVA77ON
ELEVA77ON
N07E.-
UNLESS 07HERWSE SHOWN ON PLAN, S/OE SEWER SHALL HAVE A MINIMUM
4' COWER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE
ELEVABON, WHICHEVER IS LOWER.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN W171 STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXIS77NG MAIN.
14IRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D.L. PIPE AND CZ
PIPE SEWER MAINS ARE TO BE CORE DRILLED
SIDE SEWER DETAIL
NO SCALE
ERIC
CHECKED FOR COMPLIANCE �.•.��, .�•
TO CITY STANDARDS
Date q� c77n3 c4
/STEP;
Date f'sioiu`
Date
�Is�n7
14711 NE 2916 Place, #101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
CORE ENGINEERING
DESIGN PLANNING
13*335140-3 SURVEYING
SANITARY SEWER DETAILS & NOTES
U0 5-'53003 weEO MW g E Zug., 031270531
R"' OLL
Z FR 390 '
C�
�1
10. 7HE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BU /L T DRAW9NG OF THE SANITARY SEWER SYS7EM
WHICH HAS BEEN STAMPED BY A LICENSED PROFESS /ORAL ENGINEER OR LICENSED PROFESS /ORAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EOUALL Y ON BOTH SIDES OF THE PIPE IN LAYERS WL7N' A LOOSE AVERAGE DEPTH OF 6
INCHES„ MAXIMUM DEPTH OF 8 INCHES THOROUGH[ Y TAMPING EACH LAYER TO 957: OF MAXIMUM DENS/TY. THESE
SEC. 15, 'TWP. 23 N., RGE. 5 E., W.M.
SEE DETAIL 51.4. 1. SIPS TO BE 3/4 TL DEFORMED BAR
GALVANIZED SAFETY STEPS OR EQUAL.
AD ✓U57MENT 4' MIN. 2. ARE TO BE /N PLACE BEFORE
-
CONE MANHHOLE OLE SE077ON5 ARE INSTALLED.
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77. IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6" AND A.MAXIMUM OF 1B " ABOVE f7N /SHED GRADE. IN
SA NITA R Y SEWER MOTES
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3 CAS77NG TO BE PER DRAWING BR29
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]BENCH. MATERIALS. TO COMPLETE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED.
6°
MIN.
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1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIRCA TONS OF 77ZE CITY OF RENTON
FTN /SHED GRADE
LN ACCORDANCE. NTH AS7M C -443 4 MANHOLE SEC77ONS TO BE OF REINFORCED
0 C) a
UTILITY DEPARTMENT AND THE LATEST ED/.70N OF THE WSDOT/APWA STANDARDS AND SPECIRCATONS.
PRECAST SECRON PRECAST CONCRETE
2. THE HOURS OF WORK /N 7HE STREET RIGHT -OF -WAY SHALL BE LIM17ED TO 8.30 AM TO 3..30 PM ON WEEKDAYS UNLESS
07HERW4SE APPROVED IN WRI77NG BY THE DEPARTMENT OF PUBLIC WORKS AT 425- 430 - 7200. ALL STREET CLOSURES,
A CON77N000S LINE. A 7EMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIA7ELY AFTER. BACKFILL. AND COMPAC770N.
A PERMANENT HOT MIX PATCH SHALL BE PLACED WI77-IIN 10 DAYS AND SHALL BE PER CURRENT CITY OF RENTON
W
PAR77AL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOUP..S IN ADVANCE. THE POLICE
8'x B'r 1/4°
STANDARDS.
F-
DEPAR7MENT, FIRE DEPARTMENT, AND 911 SHALL BE N077RED 24 HOURS IN ADVANCE
STEEL PLATE
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J. ALL CONS7RUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPEC /FICA77ONSFOR MUNICIPAL PUBLIC WORKS
45' BFNO
WITH PLUG
tJ F�j
CONS7RUC770N" PREPARED BY THE WASHINGTON STA7E CHAP7ER AMERICAN PUBLIC WORKS ASSOCIA77ON (APWA), LATEST
ED /77ON AAD THE CITY OF RENTON STANDARD SPEC /F /CA7701VS
WYE
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4. ALL LOCA170%JS OF EXIS77NG UTILITIES SHOWN ARE APP80X/MA1E AND IT SHALL BE THE CONTRACTORS
PLUG
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SOLIDS URETHANE COSING, WASSER
MC- CONSEAL OR APPROVED EQUAL; COLOR OF
RESPONSIBILITY TO VERIFY THE 7RUE AND CORRECT LOCA7701V SO AS TO AVOID DAMAGE OR DISTURBANCE.
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5 A PRE- CONS7RUC710N CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONSTRUC770N.
\ PVC p /pE 0 /AMEIER AS
PVC P E
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IT SHALL BE THE CONTRACTORS RESPONS /B/L /TY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR771VG
CONS7RUC77ON. (INSPEC770N WILL BE ACCOMPLISHED BY A REPRESENTA77VE OF THE CITY OF RENTON). IT SHALL BE
1HE PLANS
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THE CON7RACTORS RESPONSIBILITY TO N077FY THE U77LITY DEPAR7MENT 24 HOURS IN ADVANCE OF BACKF /CLING. ALL
(LANDSCAPE AREA OF BLDG. SERNCE)
MAX.. PIPE SIZE - 21' LO 7 RUBBER GASK£TED JOTN75 SHALL BE IN
CONS7RUC7701V.
CLEANOUT DETAIL
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6. CONTRACTOR /S SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONS7RUC7701V AND FOR THE SAFETY.
NO SCALE
OF THE TRENCH OR TOP OF THE FOUNDA77ON MA7ER/AL AS WELL
AS PLACEMENT AND COMPAC77ON OF REQUIRED BEDDING MA7ER/AL TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF
MORTAR
PRIOR TO 7ES77NG LINES FOR LEAKAGE.
OF WORKERS AND 077-IERS ON 77,E CONSTRUC7ON 517E
s
PIPE W/LL BE SUPPORTED ON A UNIFORMLY DENSE UN?7ELD/NG BASE. PIPE BEDDING Sr/ALL BE PEA GRAVEL 6" ABOVE PLC
PLC
7 IT SHALL BE THE RESPONSIBILITY OF 77-IE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELA7ED PERMITS
PRIOR TO ANY CONS7RUC770N.
CONIRE7E SHELF 314 OF THE INSIDE 0/AMETER OF 7H£ LARGEST
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8. PLANS APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS
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9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONS7RUCHON IS PROGRESS.
CASING INLAND FDRY NOIES.-
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OR EQUAL P7,4714
24. SANITARY SEWER MAIN LINES (8" D/AME7ER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO
ANY BUILDING OR 5 FEET TO ANY CARPORT.
25 NEW CONNEC7701VS TO EXIS77NC FACIL177ES SHALL BE SEALED OFF UN77L UPS7REAM C0N577?UC77ON IS FIN /SHED,
TES7ED, CLEANED AND ACCEP7ED. ALL CON577?UC770N DEBRIS AND WA7ER SHALL BE REMOVED PR /OR TO OPENING THE
SEAL. ALL TESTING SHALL BE IN 7HE PRESENCE OF A CITY OF RENTON INSPECTOR.
zo 26. PRIOR TO ACCEPTANCE OF CONSTRUCT /ON AND /OR ISSUANCE OF OCCUPANCY PERM /7S ENG /NEER /SURVEYOR- CERT/F /ED
AS -BUILT DRAW9NGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES.
INSIDE DROP CONNECTION
IN EX, SSMH - 60'0
NO SCALE
NOTES:
1. ALL PIPE SHALL BE SIMILAR MATER /AL AS MAINLINE.
2 STAINLESS STEEL STRAPS SHALL HAVE A MAXIMUM
SPACING OF 18' STRAPS SHALL BE ATTACHED
L177LIZING STAINLESS STEEL EXPANSION BOLTS
MIN. 2 EACH AT CONNECTION POINTS.
J. FOR MANHOLES 1 AND 2, THE CONTRACTOR HAS
THE OP7101V OF ALSO USING AN OUTSIDE DROP PER
CO.R. STD. PLAN 8075.
RA
10' MIN.
6" BUILDING SEWER PIPE - -
I
TEE WITH 6" SIDE OUTLET CLEANOUT -SEE
DETAIL LEFT
2': 4" STUD SERVICE MARKER PAINT UPPER
POR77ON WH 17E ANS STENCIL ON SIDE
WORDING SEWER' W17N 3" HIGH BLACK CETIERS
AND A WIRE WRAPPED AROUND THE STUD AND
EXTENDED TO NE TOP OF THE STUD.
SIDESEWER DETAIL
NO SCALE
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUC771E IRON PIPE.
1:315 M/X A5 U1
CONCRETE 0
BLOCKING �P� �LE pGI�INC
MIN 2 MPK RED 9�
( - CON _2X MIN SLOPE
HORIZONTAL
6" S/D£ OUTLET TEE
SEWER MAIN
SEWER MAIN
CONCRETE BLOCKING ANGLE
`O OF 7FE AT MAIN OVER 25' TYPICAL SIDE SEWER ELEVA77ON
ELEVA77ON
N07E.-
UNLESS 07HERWSE SHOWN ON PLAN, S/OE SEWER SHALL HAVE A MINIMUM
4' COWER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE
ELEVABON, WHICHEVER IS LOWER.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN W171 STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXIS77NG MAIN.
14IRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D.L. PIPE AND CZ
PIPE SEWER MAINS ARE TO BE CORE DRILLED
SIDE SEWER DETAIL
NO SCALE
ERIC
CHECKED FOR COMPLIANCE �.•.��, .�•
TO CITY STANDARDS
Date q� c77n3 c4
/STEP;
Date f'sioiu`
Date
�Is�n7
14711 NE 2916 Place, #101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
CORE ENGINEERING
DESIGN PLANNING
13*335140-3 SURVEYING
SANITARY SEWER DETAILS & NOTES
U0 5-'53003 weEO MW g E Zug., 031270531
R"' OLL
Z FR 390 '
C�
�1
10. 7HE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BU /L T DRAW9NG OF THE SANITARY SEWER SYS7EM
WHICH HAS BEEN STAMPED BY A LICENSED PROFESS /ORAL ENGINEER OR LICENSED PROFESS /ORAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EOUALL Y ON BOTH SIDES OF THE PIPE IN LAYERS WL7N' A LOOSE AVERAGE DEPTH OF 6
INCHES„ MAXIMUM DEPTH OF 8 INCHES THOROUGH[ Y TAMPING EACH LAYER TO 957: OF MAXIMUM DENS/TY. THESE
25
^ Q
SEE DETAIL 51.4. 1. SIPS TO BE 3/4 TL DEFORMED BAR
GALVANIZED SAFETY STEPS OR EQUAL.
AD ✓U57MENT 4' MIN. 2. ARE TO BE /N PLACE BEFORE
-
CONE MANHHOLE OLE SE077ON5 ARE INSTALLED.
n
77. IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6" AND A.MAXIMUM OF 1B " ABOVE f7N /SHED GRADE. IN
COMPAC7ED LAYERS MUST EXTEND FOR ONE PIPE D/AME7ER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE
N
�
3 CAS77NG TO BE PER DRAWING BR29
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]BENCH. MATERIALS. TO COMPLETE THE FILL OVER THE PIPE SHALL BE THE SAME AS DESCRIBED.
6°
MIN.
_ RUBBERGASKEIEO ✓C7/NIS
12 OPEN CUT ROAD CROSSINGS FOR U77LITY 7RENCHES ON EXIS77NG IRA VELED'ROADWAY SHALL BE BACKF/LLED W77H
4' MIN.
LN ACCORDANCE. NTH AS7M C -443 4 MANHOLE SEC77ONS TO BE OF REINFORCED
0 C) a
CRUSHED ROCK AND MECHANICALLY COMPAC7ED. CUTS INTO EX /STING ASPHALT SHALL BE NEARINE CUT WITH A SAW IN
PRECAST SECRON PRECAST CONCRETE
- E- 3
v
A CON77N000S LINE. A 7EMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIA7ELY AFTER. BACKFILL. AND COMPAC770N.
A PERMANENT HOT MIX PATCH SHALL BE PLACED WI77-IIN 10 DAYS AND SHALL BE PER CURRENT CITY OF RENTON
STEPS - "3/4° DEFORMED BAR 5. ALL JOINTS SHALL BE GROUTED.
STEPS SHALL BE INCLUDED .
SANITARYMANHOLE TYPICAL DETAIL
W
STANDARDS.
5 1/2°
6. SANITARY SEWER MANHOLES SHALL HAVE
-
a'
_
"
CONCRETE RISER BY PIPE /NC., ALI INTERIOR SURFACES INCLUDING
tJ F�j
13. DATUM SHALL BE CITY OF RENTON, NA VD 1,988 (ME7ERS) AND NAD 1983/1991 (ME7ERS)
^
48
CR APPROIED EQUAL. .CHANNELING, COA7E0 (SEALED) W17N A HIGH
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14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SA77SFAC110N OF THE
STANDARDS .�,.S A TONS. _. ANHO,, -.....
20. ALL MANHOLES SHALL BE PER 7NE CITY OF REiJTVid �iNrvuA�u� nrvu Sr'cciFicAiioN�. ALL MAivn�cc� SHALL HAt/E A
SOLIDS URETHANE COSING, WASSER
MC- CONSEAL OR APPROVED EQUAL; COLOR OF
m'
DEPARTMENT FOR THE PREVEN770AI OF ON -SITE EROSION AF7FR THE COMPLE77ON OF CONSTRUC7ON.
MIN /MUM 010 FOOT TO MAXIMUM 1.0 FOOT DROP BETWEEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL
COA]ING SHALL BE WHITE
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12' (Dlo)
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15. ALL PIPE AND APPUR7ENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA.77ON IN ACCORDANCE WITH SEC77ON
7- 02.3(1) OF 77-IE CURRENT STATE OF
21. ALL TRENCH BACKF /LL SHALL BE COMPACTED TO AT LEAST 957 OF THE MAX /MUM DRY DENSITY PER AS7M D- 1557 -70
MAX.. PIPE SIZE - 21' LO 7 RUBBER GASK£TED JOTN75 SHALL BE IN
WASHINGTON STANDARD SPECIRCA77ONS FOR -.ROAD AND BRIDGE C0NS7RUC77ON.
THIS SHALL INCLUDE NECESSARY LEVELING BOTTOM THE
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CONFORMANCE WITH ASTM C -443
LADDER -57D. ALUM /NUM
a
OF THE TRENCH OR TOP OF THE FOUNDA77ON MA7ER/AL AS WELL
AS PLACEMENT AND COMPAC77ON OF REQUIRED BEDDING MA7ER/AL TO UNIFORM GRADE SO THAT THE EN77RE LENGTH OF
MORTAR
PRIOR TO 7ES77NG LINES FOR LEAKAGE.
OR GAL VAN /ZED STEEL
B. CHANNEL HBGHT SHALL BE A M/NLMUM OF
s
PIPE W/LL BE SUPPORTED ON A UNIFORMLY DENSE UN?7ELD/NG BASE. PIPE BEDDING Sr/ALL BE PEA GRAVEL 6" ABOVE PLC
PLC
c)
CONIRE7E SHELF 314 OF THE INSIDE 0/AMETER OF 7H£ LARGEST
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AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKE7ED ASTV D 3034, -SOR 35 OR DUC77LE
IRON CLASS 50. SANITARY SEWER FORCE MAIN TO BE CEMENT LINED DUC77LE IRON PIPE CONFORMING TO LATEST
PRECAST BASE SECTION 9. CONNEC77ONS TO MANHOLE SHALL BE MADE
OR CAST IN SHELF. USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR
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¢
REVISION OF AWWA C110 & C111, THICKNESS CL. 52.
STEEL STRAPS
APPROIED EQUAL.
24. SANITARY SEWER MAIN LINES (8" D/AME7ER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO
ANY BUILDING OR 5 FEET TO ANY CARPORT.
25 NEW CONNEC7701VS TO EXIS77NC FACIL177ES SHALL BE SEALED OFF UN77L UPS7REAM C0N577?UC77ON IS FIN /SHED,
TES7ED, CLEANED AND ACCEP7ED. ALL CON577?UC770N DEBRIS AND WA7ER SHALL BE REMOVED PR /OR TO OPENING THE
SEAL. ALL TESTING SHALL BE IN 7HE PRESENCE OF A CITY OF RENTON INSPECTOR.
zo 26. PRIOR TO ACCEPTANCE OF CONSTRUCT /ON AND /OR ISSUANCE OF OCCUPANCY PERM /7S ENG /NEER /SURVEYOR- CERT/F /ED
AS -BUILT DRAW9NGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES.
INSIDE DROP CONNECTION
IN EX, SSMH - 60'0
NO SCALE
NOTES:
1. ALL PIPE SHALL BE SIMILAR MATER /AL AS MAINLINE.
2 STAINLESS STEEL STRAPS SHALL HAVE A MAXIMUM
SPACING OF 18' STRAPS SHALL BE ATTACHED
L177LIZING STAINLESS STEEL EXPANSION BOLTS
MIN. 2 EACH AT CONNECTION POINTS.
J. FOR MANHOLES 1 AND 2, THE CONTRACTOR HAS
THE OP7101V OF ALSO USING AN OUTSIDE DROP PER
CO.R. STD. PLAN 8075.
RA
10' MIN.
6" BUILDING SEWER PIPE - -
I
TEE WITH 6" SIDE OUTLET CLEANOUT -SEE
DETAIL LEFT
2': 4" STUD SERVICE MARKER PAINT UPPER
POR77ON WH 17E ANS STENCIL ON SIDE
WORDING SEWER' W17N 3" HIGH BLACK CETIERS
AND A WIRE WRAPPED AROUND THE STUD AND
EXTENDED TO NE TOP OF THE STUD.
SIDESEWER DETAIL
NO SCALE
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUC771E IRON PIPE.
1:315 M/X A5 U1
CONCRETE 0
BLOCKING �P� �LE pGI�INC
MIN 2 MPK RED 9�
( - CON _2X MIN SLOPE
HORIZONTAL
6" S/D£ OUTLET TEE
SEWER MAIN
SEWER MAIN
CONCRETE BLOCKING ANGLE
`O OF 7FE AT MAIN OVER 25' TYPICAL SIDE SEWER ELEVA77ON
ELEVA77ON
N07E.-
UNLESS 07HERWSE SHOWN ON PLAN, S/OE SEWER SHALL HAVE A MINIMUM
4' COWER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE
ELEVABON, WHICHEVER IS LOWER.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN W171 STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXIS77NG MAIN.
14IRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D.L. PIPE AND CZ
PIPE SEWER MAINS ARE TO BE CORE DRILLED
SIDE SEWER DETAIL
NO SCALE
ERIC
CHECKED FOR COMPLIANCE �.•.��, .�•
TO CITY STANDARDS
Date q� c77n3 c4
/STEP;
Date f'sioiu`
Date
�Is�n7
14711 NE 2916 Place, #101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
CORE ENGINEERING
DESIGN PLANNING
13*335140-3 SURVEYING
SANITARY SEWER DETAILS & NOTES
U0 5-'53003 weEO MW g E Zug., 031270531
R"' OLL
Z FR 390 '
6' MIN.
77. IN UNIMPROVED AREAS, MANHOLE TO EXTEND A MINIMUM OF 6" AND A.MAXIMUM OF 1B " ABOVE f7N /SHED GRADE. IN
PAVED AREAS, COVER MUST SLOPE IN ALL DIREC77ONS. TO MATCH PAVING ...
6°
MIN.
F
18. ALL SANITARY SEWER IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY
DEWA7701V FROM THESE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND APPROPR /ATE PUBLIC
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AGENCIES
SANITARYMANHOLE TYPICAL DETAIL
79. LOCA7701VS OF ROADWAYS BUILDINGS AND PARKING AREAS SHOWN HEREON ARE APPROXIMATE. FOR DIMENSIONED
-
LOCA770NS OF THESE IMPROVEMENTS, REFER TO THE ARCH 17EC7TJRAL 517E PLAN. IMPROVEMENT AND STRUCTURE
NO SCALE
IOCA7701VS SHALL BE FIELD SET BY THE ENGINEER AS REQUIRED.
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STANDARDS .�,.S A TONS. _. ANHO,, -.....
20. ALL MANHOLES SHALL BE PER 7NE CITY OF REiJTVid �iNrvuA�u� nrvu Sr'cciFicAiioN�. ALL MAivn�cc� SHALL HAt/E A
MIN /MUM 010 FOOT TO MAXIMUM 1.0 FOOT DROP BETWEEN INVERT IN AND INVERT OUT ALL MANHOLE COVERS SHALL
B° IEF
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BE ADJUSTED TO FINISH GRADE PR /OR TO FINAL PAVING OR LANDSCAPING.
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21. ALL TRENCH BACKF /LL SHALL BE COMPACTED TO AT LEAST 957 OF THE MAX /MUM DRY DENSITY PER AS7M D- 1557 -70
ASZDAMG
(MODIFIED PROCTOR), FOR THE FIRST THREE FEET ABOVE THE PIPE. THE REMAINING BACKFILL MAY BE TO 907 IF
NOT IN AN AREA OF FUTURE PAVEMENT OR STRUCTURAL FILL 7RENCH BACKF/LL AND COMPAC77ON SHALL BE COMPLETED
PRIOR TO 7ES77NG LINES FOR LEAKAGE.
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STAINLESS
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LU W
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¢
22. ALL SIDE SEWERS SHALL BE A MINIMUM 6" D/AME7ER AND HAVE A MINIMUM SLOPE OF 2.07 PROPERTY /LOT CORNERS
STEEL STRAPS
AND /OR BUILDING LOCATIONS AND FINISH GRADES SHALL BE ESTABLISHED IN THE FIELD PRIOR TO ANY SEWER
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CONSTRUCTION. SIDE SEWER TEE STA77ONS ARE REFERENCED FROM THE NEAREST DOWNSTREAM MANHOLE. THE
M,
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CONTRACTOR SHALL MAINTAIN ACCURATE AS -BUILT RECORDS OF ALL SIDE SEWER LOCA7ONS. ALL SIDE SEWERS .SHALL
BE TESTED AT 77-IE 77ME OF MAIN LINE 7ES77NG.
18' MAY.
23. WHERE A WA7ER MAIN CROSSES ABOVE THE SANITARY SEWER AND LESS THAN 310" OF VER77CAL CLEARANCE EXISTS
90• BEND
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BETWEEN THE TOP OF SEWER AND BOTTOM OF WA7ER MAIN, THE SEWER SHALL BE CONS7RUC7SD OR RECONS7RUC7ED WITH
DUC77LE IRON PIPE (CLASS 50) FOR A MINIMUM HOR IZONTAL DISTANCE OF 10' ON EACH SIDE OF THE WATER MAIN
CROSSING.
24. SANITARY SEWER MAIN LINES (8" D/AME7ER AND LARGER) SHALL NOT BE CONSTRUCTED ANY CLOSER THAN 10 FEET TO
ANY BUILDING OR 5 FEET TO ANY CARPORT.
25 NEW CONNEC7701VS TO EXIS77NC FACIL177ES SHALL BE SEALED OFF UN77L UPS7REAM C0N577?UC77ON IS FIN /SHED,
TES7ED, CLEANED AND ACCEP7ED. ALL CON577?UC770N DEBRIS AND WA7ER SHALL BE REMOVED PR /OR TO OPENING THE
SEAL. ALL TESTING SHALL BE IN 7HE PRESENCE OF A CITY OF RENTON INSPECTOR.
zo 26. PRIOR TO ACCEPTANCE OF CONSTRUCT /ON AND /OR ISSUANCE OF OCCUPANCY PERM /7S ENG /NEER /SURVEYOR- CERT/F /ED
AS -BUILT DRAW9NGS MUST BE PREPARED OF ALL SANITARY SEWER FACILITIES.
INSIDE DROP CONNECTION
IN EX, SSMH - 60'0
NO SCALE
NOTES:
1. ALL PIPE SHALL BE SIMILAR MATER /AL AS MAINLINE.
2 STAINLESS STEEL STRAPS SHALL HAVE A MAXIMUM
SPACING OF 18' STRAPS SHALL BE ATTACHED
L177LIZING STAINLESS STEEL EXPANSION BOLTS
MIN. 2 EACH AT CONNECTION POINTS.
J. FOR MANHOLES 1 AND 2, THE CONTRACTOR HAS
THE OP7101V OF ALSO USING AN OUTSIDE DROP PER
CO.R. STD. PLAN 8075.
RA
10' MIN.
6" BUILDING SEWER PIPE - -
I
TEE WITH 6" SIDE OUTLET CLEANOUT -SEE
DETAIL LEFT
2': 4" STUD SERVICE MARKER PAINT UPPER
POR77ON WH 17E ANS STENCIL ON SIDE
WORDING SEWER' W17N 3" HIGH BLACK CETIERS
AND A WIRE WRAPPED AROUND THE STUD AND
EXTENDED TO NE TOP OF THE STUD.
SIDESEWER DETAIL
NO SCALE
60" ALLOWABLE MAX.
FOR CAST IRON PIPE
OR DUC771E IRON PIPE.
1:315 M/X A5 U1
CONCRETE 0
BLOCKING �P� �LE pGI�INC
MIN 2 MPK RED 9�
( - CON _2X MIN SLOPE
HORIZONTAL
6" S/D£ OUTLET TEE
SEWER MAIN
SEWER MAIN
CONCRETE BLOCKING ANGLE
`O OF 7FE AT MAIN OVER 25' TYPICAL SIDE SEWER ELEVA77ON
ELEVA77ON
N07E.-
UNLESS 07HERWSE SHOWN ON PLAN, S/OE SEWER SHALL HAVE A MINIMUM
4' COWER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE
ELEVABON, WHICHEVER IS LOWER.
UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN W171 STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXIS77NG MAIN.
14IRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D.L. PIPE AND CZ
PIPE SEWER MAINS ARE TO BE CORE DRILLED
SIDE SEWER DETAIL
NO SCALE
ERIC
CHECKED FOR COMPLIANCE �.•.��, .�•
TO CITY STANDARDS
Date q� c77n3 c4
/STEP;
Date f'sioiu`
Date
�Is�n7
14711 NE 2916 Place, #101
Bellevue, Washington 98007
425.885.7877 Fax 425.885.7963
CORE ENGINEERING
DESIGN PLANNING
13*335140-3 SURVEYING
SANITARY SEWER DETAILS & NOTES
U0 5-'53003 weEO MW g E Zug., 031270531
R"' OLL
Z FR 390 '