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CITY OF RENTON MON J1891 FOUND POR Tl(--)N ` rHE N w 1/4, SEc: .3, T iv 23 N RG'E 5 E WM BRASS O/SK /N CONC IN CASE W11H X I
INTER NE 22nd PL &UNION AVE NE (1105 I
N =189, 538.161 ' I
fL= 454.087'
N8737'49 "W 213.87'
' 68.92'
,-- - -- - - - - -- 144:95` -- - - -' -- -.
NEW 6' ACCESS PR/ VA TE
EA SEMEN T TO BE SECURED
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20' PA VED SECTION,
DETAIL SHEET 6.
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& SAN. SEWER EAST
3480-641T
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BY DATE i ' 05
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CITY OF RENTON MON J1891 FOUND POR Tl(--)N ` rHE N w 1/4, SEc: .3, T iv 23 N RG'E 5 E WM BRASS O/SK /N CONC IN CASE W11H X I
INTER NE 22nd PL &UNION AVE NE (1105 I
N =189, 538.161 ' I
fL= 454.087'
N8737'49 "W 213.87'
' 68.92'
,-- - -- - - - - -- 144:95` -- - - -' -- -.
NEW 6' ACCESS PR/ VA TE
EA SEMEN T TO BE SECURED
FROM TAX LOT 196
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20' PR/ VA TE INGRESS &
EGRESS OVER L Or -I
26' PR/ VA TE S TREE T W1 TH
20' PA VED SECTION,
DETAIL SHEET 6.
26' Cl TY OF REN TON
& SAN. SEWER EAST
3480-641T
SSCO#1
RYM= 448.00
IE= 441.78 -6
AID 70 :'7 *,& »... - -- - - •
IE= 441.43 -8 1IN
I j L'i I I Vr fTcq I VIV
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EASEMENT
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;6' - 8" PIPE
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I£= 428.59 -8"
SEE PLAN S -28
BY DATE /a-3 4
� l ' 324201
BY DATE i ' 05
BY DATE
Y D A T E
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BY DATE
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SANITARY SEWER NOTES & SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE W1 TH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF REN TON UTILITY DEPAR TMEN T AND THE LA TES T
EDITION OF THE WSD T/A P WA STANDARDS AND SPECI FI CA T ONS.
2. THE HOURS OF WORK IN THE S TREE RIGH T- OF- WA Y SHALL BE L/MI TED TO 8.30
A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY
THE DEPAR TMEN T OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES,
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPAR TMEN T OF PUBLIC WORKS 24
HOURS IN ADVANCE. THE POLICE DEPAR TMEN T, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS
FOR MUNICIPAL PUBLIC WORKS CONS TRUC TION " PREPARED BY WASHINGTON S TA TE
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDI TION (APWA) AND
CITY OF REN TON 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
L OCA 77ON SO AS TO AVOID DAMAGE OR DI S TURBA NCE.
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS N077CE SHALL BE REQUIRED
PRIOR TO STARTING NEW CONS TRUC TION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR 77NG
CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESEN TA TI VE OF
THE CITY OF REN TON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE U RLI TY DEPAR TMEN T 24 HOURS IN ADVANCE OF BACKFILL ALL
CONS TRUC TION.
6. CON TRA C TOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONS TRUC TION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONS TRUC 770N S1 TE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
AND AN Y RELA TED PERMI TS PRIOR TO AN Y CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF REN TON, PUBLIC WORKS DEPAR TMEN T SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONS TRUC TION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF REN TON W1 TH 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
COMPA C TED LA YERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH. MA TERIALS HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF REN TON CURRENT
STANDARDS.
13. DA TUM SHALL BE Cl T Y OF REN TON, U. S. C. AND G. S.
14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO
THE SA TISFA C TION OF THE DEPAR TMEN T FOR THE PREVENTION OF ON- SI TE EROSION
AFTER THE COMPLE 170N OF CONS TRUC TION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WI TH SECTION 7-02.3(l) OF THE CURRENT S TA TE OF
WASHINGTON STANDARD SPECIFICA T70NS FOR ROAD AND BRIDGE CONSTRUCTION.
THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BO T TOM 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 GRA VEL 6" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POL YWN YL CHLORIDE (PVC) RUBBER GASKETEO
A S TM 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.
112
000 314 " SPACES SPA CED- 314 "
000 AS INDICA TED -HT. 118"
00
000,
i
118" RAISE -1/2" WIDE
BORDER
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PACKING
1 18
� PROPERTY LINE
SIDE SEWER MAIN TO (� BUILDING SEWER
° ? FU TURF
6 " SEWER PIPE ' 6. ° BLDG SEWER
6`9 SIDE OUTLET TEE ?; „
2 X4 STUD SER VICE A RKER
PAINT UPPER PORTION WHITE
w AND S TEN CI L ON SIDE WORD
Q "SEWER " WITH 3 " HIGH
a BLACK LETTERS.
6 " SIDE SEWER & BUILDING SEWER
PLAN
6 " SIDE SEWER
1: 3:5 MIX NOTE.
CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HA VE A
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY
X DUCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE
6 "MIN LOWEST HOUSE ELEVATION, WHICH -
25' AEI/N EVER IS LOWER.
6 "MIN HORIZON TA
6" SIDE OUTLET TEE
SEWER MAIN
CONC. BLOCKING ANGLE
OF TEE A T MAIN OVER 25
ELEVA TION
.Tr.M
1\ 01
� oaG E
G
^!N/ 2.wX MIN SLOPE
HORIZON AL
TYPICAL SIDE SEWER
ELEVA TION
-4 314 "
PLUG TO BE SEALED IN SAME
MANNER AS MAIN SEWER JOINTS.
PIPE MATER /AL
AS SPECIFIED. CLEAN -OUT DETAIL
EXISTING SEWER MAIN
f
6"' SIDE SEWER
6 "TEST TEE
TO BE INSTALLED
A T CONNECTION
NO TE:
MAKE TAP THROUGH CAST IRON
SADDLE SECURED TO SEWER MAIN
WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE
SEWERS TO EXISTING MAIN.
O TRIFIED CLAY, PLAIN &
REINFORCED CONCRETE, D1 &
C1 PIPE SEWER MAINS ARE TO
BE CORE DRILLED.
SIDE SEWER SERVICE DETAIL
TYP. SEE SHTS. 15 & 16
FtOLL 2 0 .0 F
CASTING INLAND FDRY
)R EQUAL. P T1714
;EE DETAIL 5.1.4
4 DJUS TMEN T 4" MIN.
"ONE
fOR TAR JOIN TS
0 7EPS --314 " DEFORMED BAR
> TEPS SHALL BE INCLUDED
1/2"
AIRETE RISER B Y PIPE INC.
APPROVED EQUAL
MAX. PIPE SIZE-21" W.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL.
CONCRE TE SHELF
_7 Y7`
PRECAST BASE SECTION
1_ OR CAST IN PLACE
6"
MIN.
d
--I �-- 6"MIN.
SANITARY MANHOLE TYPICAL DETAIL
T YP. SEE SH TS. 15 & 16
NOTESi
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 COATINGS
WASSER MC- CONSEAL OR APPROVED EQUALt
COLOR OF COATING SHALL BE WHITE.
S• 3 2,12 03
RECOMMENDED
FAR APPROVAL
BY
BY
BY
BY
DATE
DATE
DATE
DATE
SITE-MG
BY DATE I I I ISIEIW
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SANITARY SEWER NOTES & SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE W1 TH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF REN TON UTILITY DEPAR TMEN T AND THE LA TES T
EDITION OF THE WSD T/A P WA STANDARDS AND SPECI FI CA T ONS.
2. THE HOURS OF WORK IN THE S TREE RIGH T- OF- WA Y SHALL BE L/MI TED TO 8.30
A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY
THE DEPAR TMEN T OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES,
PARTIAL, OR FULL, SHALL BE APPROVED BY THE DEPAR TMEN T OF PUBLIC WORKS 24
HOURS IN ADVANCE. THE POLICE DEPAR TMEN T, AND 911 SHALL BE NOTIFIED 24
HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS
FOR MUNICIPAL PUBLIC WORKS CONS TRUC TION " PREPARED BY WASHINGTON S TA TE
CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDI TION (APWA) AND
CITY OF REN TON 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
L OCA 77ON SO AS TO AVOID DAMAGE OR DI S TURBA NCE.
5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOURS N077CE SHALL BE REQUIRED
PRIOR TO STARTING NEW CONS TRUC TION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR 77NG
CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESEN TA TI VE OF
THE CITY OF REN TON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
NOTIFY THE U RLI TY DEPAR TMEN T 24 HOURS IN ADVANCE OF BACKFILL ALL
CONS TRUC TION.
6. CON TRA C TOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONS TRUC TION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE
CONS TRUC 770N S1 TE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
AND AN Y RELA TED PERMI TS PRIOR TO AN Y CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF REN TON, PUBLIC WORKS DEPAR TMEN T SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONS TRUC TION IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF REN TON W1 TH 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
COMPA C TED LA YERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE
PIPE OR TO THE SIDE OF THE TRENCH. MA TERIALS HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF REN TON CURRENT
STANDARDS.
13. DA TUM SHALL BE Cl T Y OF REN TON, U. S. C. AND G. S.
14. ALL DISTURBED AREAS SHALL BE SEEDED MULCHED OR OTHERWISE STABILIZED TO
THE SA TISFA C TION OF THE DEPAR TMEN T FOR THE PREVENTION OF ON- SI TE EROSION
AFTER THE COMPLE 170N OF CONS TRUC TION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
FOUNDATION IN ACCORDANCE WI TH SECTION 7-02.3(l) OF THE CURRENT S TA TE OF
WASHINGTON STANDARD SPECIFICA T70NS FOR ROAD AND BRIDGE CONSTRUCTION.
THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BO T TOM 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 GRA VEL 6" ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POL YWN YL CHLORIDE (PVC) RUBBER GASKETEO
A S TM 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.
112
000 314 " SPACES SPA CED- 314 "
000 AS INDICA TED -HT. 118"
00
000,
i
118" RAISE -1/2" WIDE
BORDER
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9 ,.
CAS T IRON RING AND COVER
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12.
FIBER JO
PACKING
1 18
� PROPERTY LINE
SIDE SEWER MAIN TO (� BUILDING SEWER
° ? FU TURF
6 " SEWER PIPE ' 6. ° BLDG SEWER
6`9 SIDE OUTLET TEE ?; „
2 X4 STUD SER VICE A RKER
PAINT UPPER PORTION WHITE
w AND S TEN CI L ON SIDE WORD
Q "SEWER " WITH 3 " HIGH
a BLACK LETTERS.
6 " SIDE SEWER & BUILDING SEWER
PLAN
6 " SIDE SEWER
1: 3:5 MIX NOTE.
CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HA VE A
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY
X DUCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE
6 "MIN LOWEST HOUSE ELEVATION, WHICH -
25' AEI/N EVER IS LOWER.
6 "MIN HORIZON TA
6" SIDE OUTLET TEE
SEWER MAIN
CONC. BLOCKING ANGLE
OF TEE A T MAIN OVER 25
ELEVA TION
.Tr.M
1\ 01
� oaG E
G
^!N/ 2.wX MIN SLOPE
HORIZON AL
TYPICAL SIDE SEWER
ELEVA TION
-4 314 "
PLUG TO BE SEALED IN SAME
MANNER AS MAIN SEWER JOINTS.
PIPE MATER /AL
AS SPECIFIED. CLEAN -OUT DETAIL
EXISTING SEWER MAIN
f
6"' SIDE SEWER
6 "TEST TEE
TO BE INSTALLED
A T CONNECTION
NO TE:
MAKE TAP THROUGH CAST IRON
SADDLE SECURED TO SEWER MAIN
WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE
SEWERS TO EXISTING MAIN.
O TRIFIED CLAY, PLAIN &
REINFORCED CONCRETE, D1 &
C1 PIPE SEWER MAINS ARE TO
BE CORE DRILLED.
SIDE SEWER SERVICE DETAIL
TYP. SEE SHTS. 15 & 16
FtOLL 2 0 .0 F
CASTING INLAND FDRY
)R EQUAL. P T1714
;EE DETAIL 5.1.4
4 DJUS TMEN T 4" MIN.
"ONE
fOR TAR JOIN TS
0 7EPS --314 " DEFORMED BAR
> TEPS SHALL BE INCLUDED
1/2"
AIRETE RISER B Y PIPE INC.
APPROVED EQUAL
MAX. PIPE SIZE-21" W.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL.
CONCRE TE SHELF
_7 Y7`
PRECAST BASE SECTION
1_ OR CAST IN PLACE
6"
MIN.
d
--I �-- 6"MIN.
SANITARY MANHOLE TYPICAL DETAIL
T YP. SEE SH TS. 15 & 16
NOTESi
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 COATINGS
WASSER MC- CONSEAL OR APPROVED EQUALt
COLOR OF COATING SHALL BE WHITE.
S• 3 2,12 03
RECOMMENDED
FAR APPROVAL
BY
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SA NI TA R Y SEWER N O TES & SPECIFICATIONS
7. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
EDITION OF THE WSDT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8. 30
A.M. TO 330 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 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 CONTRACTORS 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 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 S7REET 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 OTHER 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 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 SECT70N 7- 02.3(1) OF THE CURRENT STATE OF
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
THIS SHALL INCLUDE NECESSARY LEVE!!N_G 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, SOR 35, OR DUCTILE IRON CLASS 50.
17 IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
i PROPERTY LINE
SIDE SEWER MAIN TO IE I BUILDING SEWER
6" SEWER PIPE '(` �b.uJ�L13 &QNi
IDE OUTLET TEE m
04oWds W 0
hG
ON A ACTUAL FIELD SURVEY 9 70 4
AND INFORMATION SUPPLIED�4NAil�
MIRES 6/22/09
2 "X4" STUD SERVICE - MARKER
PAINT UPPER PORTION WHITE
a AND STENCIL ON SIDE WORD
& "SEWER" WITH 3" HIGH
a BLACK LETTERS.
6" SIDE SEWER & BUILDING SEWER
PLAN
6 SIDE SEWER
1: J :5 MIX
CONCRETE 60' ALLOWABLE MAX
BLOCKING FOR ;CAST OR
Ax DUCTILE IRON P
' ""MIN
1 25`. MIN
67MIN
NOTE:
SIDE SEWER SHALL HAVE A
MINIMUM 5 COVER AT PROPERTY
PE. LINE OR 3 -5' LOWER THAN THE
LOWEST HOUSE ELEVATION, WHICH-
EVER IS LOWER.
\_6" SIDE OUTLET TEE
SEWER MAIN
EXISTING SEWER MAIN
CONC. BLOCKING ANGLE
f6" SIDE SEWER
OF TEE AT MAIN OVER 25°
i
y�
AT CONNECTION
w
O
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NOTE:
l
MAKE TAP THROUGH CAST IRON
P�
o Z
O
z
0
SA NI TA R Y SEWER N O TES & SPECIFICATIONS
7. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST
EDITION OF THE WSDT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8. 30
A.M. TO 330 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 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 CONTRACTORS 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 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 S7REET 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 OTHER 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 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 SECT70N 7- 02.3(1) OF THE CURRENT STATE OF
WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
THIS SHALL INCLUDE NECESSARY LEVE!!N_G 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, SOR 35, OR DUCTILE IRON CLASS 50.
17 IN UN- IMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18
i PROPERTY LINE
SIDE SEWER MAIN TO IE I BUILDING SEWER
6" SEWER PIPE '(` �b.uJ�L13 &QNi
IDE OUTLET TEE m
04oWds W 0
hG
ON A ACTUAL FIELD SURVEY 9 70 4
AND INFORMATION SUPPLIED�4NAil�
MIRES 6/22/09
2 "X4" STUD SERVICE - MARKER
PAINT UPPER PORTION WHITE
a AND STENCIL ON SIDE WORD
& "SEWER" WITH 3" HIGH
a BLACK LETTERS.
6" SIDE SEWER & BUILDING SEWER
PLAN
6 SIDE SEWER
1: J :5 MIX
CONCRETE 60' ALLOWABLE MAX
BLOCKING FOR ;CAST OR
Ax DUCTILE IRON P
' ""MIN
1 25`. MIN
67MIN
NOTE:
SIDE SEWER SHALL HAVE A
MINIMUM 5 COVER AT PROPERTY
PE. LINE OR 3 -5' LOWER THAN THE
LOWEST HOUSE ELEVATION, WHICH-
EVER IS LOWER.
\_6" SIDE OUTLET TEE
SEWER MAIN
EXISTING SEWER MAIN
CONC. BLOCKING ANGLE
f6" SIDE SEWER
OF TEE AT MAIN OVER 25°
ELEVA TION
. l s TEST TEE
TO BE INSTALLED
AT CONNECTION
J�
�j G XOG
NOTE:
0
MAKE TAP THROUGH CAST IRON
P�
SADDLE SECURED TO SEWER MAIN
FtE
WITH STAINLESS STEEL BANDS
�GpC1G
WHEN CONNECTING NEW SIDE
25•
SEWERS TO EXISTING MAIN.
2q MIN SLOPE
HORIZONTAL
VITRIFIED CLAY, PLAIN 8c
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
INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL 2'0"
DIRECTIONS TO MATCH PAVING_ T
12 "0 I— 4 314"
314" SPACES SPACED -314" FIBER JOINT
o ° o AS INDICATED -HT 1/8" PACKING
°a°
❑C3❑
118" RAISE -7/2'" WIDE 1/8 BEND
1"
BORDER
10"
OEM 9„
PLUG TO BE SEALED IN SAME
MANNER AS .MAIN SEWER JOINTS.
8'
15'
PIPE MATERIAL
CAST IRON RING AND COVER AS SPECIFIED. CLEAN -OUT DETAIL
CASTING INLAND FDRY
OR EQUAL. PT #714
SEE DETAIL 5.1.4
ADJUSTMENT 4" MIN.