HomeMy WebLinkAboutS-325902Ln
SANITARY SEWER NOTES & SPECIFICATIONS �
Lo 5 /DE SEWER MAIN TO
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1. ALL WORK MA TER/ALS SHALL BE IN CONFORMANCE WI TH THE STANDARDS AND
SPECIFICA TION OF THE Cl TY OF REN TON U TILI T Y DEPAR TMEN T AND THE LA TEST EDI TION OF
THE WSOOT/APWA STANDARDS AND SPECIFICA RONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WI TH "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION " PREPARED B Y WA SHING TON S TA TE CHAP TER
AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (A PWA) AND CITY OF REN TON
STANDARD SPECIFICA TIONS
J. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CON TRA C TOR 'S RESPONSIBILITY TO VERIFY Y THE TRUE AND CORRECT L OCA TION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
4. CON TRA C TOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONS TR UC T70N SITE
5. IT SHALL BE THE RESPONSIBILITY OF THE CON TRA C TOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF REN JON, PUBLIC WORKS DEPAR TMEN T SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
lS IN PROGRESS
8. THE CON TRA C TOR SHA L L PRO VIDE THE Cl T Y OF REN TON WI TH A N A S --BOIL T DRA WING OF
THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
9. BA CKFILL SHAL L BE PL CED EQUAL L Y ON BO TH SIDES OF THE PIPE IN LA YERS WI TH A
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING
EA CH L A YER TO 95 PERCEN T OF MA XIMUM DENS/ T Y. THESE COMPA C TED L A YERS MUS T EX TEND
FOR ONE PIPE DIAME TER ON EA CH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
ILIA TERlAL S TO COMPLETE THE FILL OVER PJPE SHALL BE THE SAME AS DESCRIBED.
10. OPEN CU T ROAD CROSSINGS FOR U TIL I T Y TRENCHES ON EXIS TING TRA VELED ROAD WA Y
SHALL BE BA CKFIL L ED WITH CRUSHED ROCK AND MECHANICALLY COMPA C TED. CUTS INTO THE
EXIS TING ASPHAL T SHALL BE NEA TLINE CUT WI TH SA W IN A CON TINUOUS LINE. A
TEMPORARY MIX PATCH MUST BE PLACED IMMEDIA TEL Y AFTER BA CKFILL AND COMPACTION. A
PERMANENT HOT MIX PATCH SHALL BE PLACED WI THIN 10 DAYS AND SHALL BE PER CITY OF
REN TON CURRENT STANDARDS
11. DA TUM SHALL BE Cl T OF REN TON, 1988 NA VD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
THE SA TISFA C TION OF THE DEPAR TMEN T FOR THE PREVENTION OF ON --SITE EROSION AFTER
THE COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPUR TENANCES SHALL BE LAID ON A PROPERL Y PREPARED FOUNDA TION
IN ACCORDANCE WITH SECTION 7 OF THE CURRENT S TA TE OF WA SHING TON STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BO T TOM OR THE' TOP OF THE FOUNDATION MA TERlAL, AS WELL AS
PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT
THE EN TIRE L ENG TH OF THE PIPE WlL L BE SUPPOR TED ON A UNIFORML Y DENSE, UN YIEL DING
BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
14. SAN/ TAR Y SEWER PIPE SHALL BE POL YVIN YL CHL DRIDE (PVC) RUBBER GASKETED ASTM D
3034, SOR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABO VE FINISHED GRADE. IN PA VED AREA, CO VER MUS T SL OPE IN ALL DIREC TIONS
TO MA TCH PA WNG.
1127-
118" RAISE -1/2" WIDE
BORDER
1 '•
9"
8 3/4 "
1J
CAST IRON RING AND COVER
4
7
1"
1
0
314 " SPACES SPACED-- 314 " 12 "o
AS INDI CA TED -H T. 118" FIBER JOINT-
PACKING
1/8 BEND
4 314"
PROPER T Y LINE
BUILDING SEWER
FUTURE
6" SEWER PIPE ' 6.0' BLDG SEWER
6 " SIDE OUTLET TEE �; „
2X4 S TUD SER VICE A RKER
PAINT UPPER. PORTION WHI TE
W AND STENCIL ON SIDE WORD
a "SEWER It WI TH 3 " HIGH
BL A CK LETTERS.
6 " SIDE SEWER & BUILDING SEWER
PLAN
6" SIDE SEWER
1: J. 5 MIX N 0 TE:
CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HA VE A
BLOCKING FOR CAST OR MINIMUM 5' COVER A T PROPERTY
Ax UCTILE IRON PIPE. LINE OR 3--5' LOWER THAN THE
6 "MIN LOWEST HOUSE ELEVATION, WHICH -
25 MIN EVER IS LOWER.
6 "MIN HORIZONTAL
6" SIDE OUTLET TEE
\,_SEl+ER MAIN
CONC. BL OCKING ANGLE
OF TEE A T MAIN OVER 25"
ELEVA TION
PLUG TO BE SEALED /At SAME
MANNER AS MAIN SEWER JOINTS.
PIPE MA TERlAL
,as SPECIFIED. CLEAN —OUT DETAIL
J� ri
0
G�
25'
29a MIN SLOPE
HORIZONTAL
TYPICAL SIDE SEWER
ELEVA TION
EXISTING SEWER MAIN
'11--6"
.f 6 " SIDE SEWER
�. 6 "TES T TEE
TO BE INSTALLED
A T CONNECTION
NO TE:
MAKE TAP THROUGH CAS T IRON
SADDLE SECURED TO SEWER MAIN
WI TH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE
SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN &
REINFORCED CONCRETE, Dl &
C1 PIPE SEWER MAINS ARE TO
BE CORE DRILLED.
SIDE SEWER SERVICE DETAIL
TYP. SEE SHTS. 15 & 16
ROLL 20�
1 Of50
CASTING INLAND FOR
9R EQUAL. P T )Y714
3EE DETAIL 5.1.4
ADJUS TMEN T 4 " MIN.
ONE
WOR TAR JOIN TS
TEPS- 314 " DEFORMED BAR
� TEPS SHALL BE INCLUDED
112
NRE TE RISER B Y PIPE INC.
A PPRD VED EQUA L
MAX. PIPE SIZE-21" 1. D.
LADDER --STD. ALUMINUM
OR GALVANIZED STEEL.
CONCRE TE SHELF
PRECAST BASE SECTION
1_ OR CAST IN PLACE
6" MlN.
L • 6" MIN.
I�
SANITARY MANHOLE TYPICAL DETAIL
T YP. SEE SH TS. 11 & 12
NOTES,
I. 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 C❑ATINGi
WASSER MC- CONSEAL. OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
S•325gp2
RECOMMENDED
-�� of "k •,�,� FOR APPROVAL
BY DATE
947 c� BY DATE
` (*AL � B Y DATE .__....
F.'R� �� or BY+._ DATE
Aa 104— FT 1 1]
B DATE/ 4 ic"14 i I'S E
cv s 3 2 5 90 2S►CAI NrEL% MAY 411
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1. ALL WORK MA TER/ALS SHALL BE IN CONFORMANCE WI TH THE STANDARDS AND
SPECIFICA TION OF THE Cl TY OF REN TON U TILI T Y DEPAR TMEN T AND THE LA TEST EDI TION OF
THE WSOOT/APWA STANDARDS AND SPECIFICA RONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WI TH "STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION " PREPARED B Y WA SHING TON S TA TE CHAP TER
AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (A PWA) AND CITY OF REN TON
STANDARD SPECIFICA TIONS
J. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CON TRA C TOR 'S RESPONSIBILITY TO VERIFY Y THE TRUE AND CORRECT L OCA TION SO AS TO
AVOID DAMAGE OR DISTURBANCE.
4. CON TRA C TOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONS TR UC T70N SITE
5. IT SHALL BE THE RESPONSIBILITY OF THE CON TRA C TOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF REN JON, PUBLIC WORKS DEPAR TMEN T SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
lS IN PROGRESS
8. THE CON TRA C TOR SHA L L PRO VIDE THE Cl T Y OF REN TON WI TH A N A S --BOIL T DRA WING OF
THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
9. BA CKFILL SHAL L BE PL CED EQUAL L Y ON BO TH SIDES OF THE PIPE IN LA YERS WI TH A
LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING
EA CH L A YER TO 95 PERCEN T OF MA XIMUM DENS/ T Y. THESE COMPA C TED L A YERS MUS T EX TEND
FOR ONE PIPE DIAME TER ON EA CH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
ILIA TERlAL S TO COMPLETE THE FILL OVER PJPE SHALL BE THE SAME AS DESCRIBED.
10. OPEN CU T ROAD CROSSINGS FOR U TIL I T Y TRENCHES ON EXIS TING TRA VELED ROAD WA Y
SHALL BE BA CKFIL L ED WITH CRUSHED ROCK AND MECHANICALLY COMPA C TED. CUTS INTO THE
EXIS TING ASPHAL T SHALL BE NEA TLINE CUT WI TH SA W IN A CON TINUOUS LINE. A
TEMPORARY MIX PATCH MUST BE PLACED IMMEDIA TEL Y AFTER BA CKFILL AND COMPACTION. A
PERMANENT HOT MIX PATCH SHALL BE PLACED WI THIN 10 DAYS AND SHALL BE PER CITY OF
REN TON CURRENT STANDARDS
11. DA TUM SHALL BE Cl T OF REN TON, 1988 NA VD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
THE SA TISFA C TION OF THE DEPAR TMEN T FOR THE PREVENTION OF ON --SITE EROSION AFTER
THE COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPUR TENANCES SHALL BE LAID ON A PROPERL Y PREPARED FOUNDA TION
IN ACCORDANCE WITH SECTION 7 OF THE CURRENT S TA TE OF WA SHING TON STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BO T TOM OR THE' TOP OF THE FOUNDATION MA TERlAL, AS WELL AS
PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT
THE EN TIRE L ENG TH OF THE PIPE WlL L BE SUPPOR TED ON A UNIFORML Y DENSE, UN YIEL DING
BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
14. SAN/ TAR Y SEWER PIPE SHALL BE POL YVIN YL CHL DRIDE (PVC) RUBBER GASKETED ASTM D
3034, SOR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABO VE FINISHED GRADE. IN PA VED AREA, CO VER MUS T SL OPE IN ALL DIREC TIONS
TO MA TCH PA WNG.
1127-
118" RAISE -1/2" WIDE
BORDER
1 '•
9"
8 3/4 "
1J
CAST IRON RING AND COVER
4
7
1"
1
0
314 " SPACES SPACED-- 314 " 12 "o
AS INDI CA TED -H T. 118" FIBER JOINT-
PACKING
1/8 BEND
4 314"
PROPER T Y LINE
BUILDING SEWER
FUTURE
6" SEWER PIPE ' 6.0' BLDG SEWER
6 " SIDE OUTLET TEE �; „
2X4 S TUD SER VICE A RKER
PAINT UPPER. PORTION WHI TE
W AND STENCIL ON SIDE WORD
a "SEWER It WI TH 3 " HIGH
BL A CK LETTERS.
6 " SIDE SEWER & BUILDING SEWER
PLAN
6" SIDE SEWER
1: J. 5 MIX N 0 TE:
CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HA VE A
BLOCKING FOR CAST OR MINIMUM 5' COVER A T PROPERTY
Ax UCTILE IRON PIPE. LINE OR 3--5' LOWER THAN THE
6 "MIN LOWEST HOUSE ELEVATION, WHICH -
25 MIN EVER IS LOWER.
6 "MIN HORIZONTAL
6" SIDE OUTLET TEE
\,_SEl+ER MAIN
CONC. BL OCKING ANGLE
OF TEE A T MAIN OVER 25"
ELEVA TION
PLUG TO BE SEALED /At SAME
MANNER AS MAIN SEWER JOINTS.
PIPE MA TERlAL
,as SPECIFIED. CLEAN —OUT DETAIL
J� ri
0
G�
25'
29a MIN SLOPE
HORIZONTAL
TYPICAL SIDE SEWER
ELEVA TION
EXISTING SEWER MAIN
'11--6"
.f 6 " SIDE SEWER
�. 6 "TES T TEE
TO BE INSTALLED
A T CONNECTION
NO TE:
MAKE TAP THROUGH CAS T IRON
SADDLE SECURED TO SEWER MAIN
WI TH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE
SEWERS TO EXISTING MAIN.
VITRIFIED CLAY, PLAIN &
REINFORCED CONCRETE, Dl &
C1 PIPE SEWER MAINS ARE TO
BE CORE DRILLED.
SIDE SEWER SERVICE DETAIL
TYP. SEE SHTS. 15 & 16
ROLL 20�
1 Of50
CASTING INLAND FOR
9R EQUAL. P T )Y714
3EE DETAIL 5.1.4
ADJUS TMEN T 4 " MIN.
ONE
WOR TAR JOIN TS
TEPS- 314 " DEFORMED BAR
� TEPS SHALL BE INCLUDED
112
NRE TE RISER B Y PIPE INC.
A PPRD VED EQUA L
MAX. PIPE SIZE-21" 1. D.
LADDER --STD. ALUMINUM
OR GALVANIZED STEEL.
CONCRE TE SHELF
PRECAST BASE SECTION
1_ OR CAST IN PLACE
6" MlN.
L • 6" MIN.
I�
SANITARY MANHOLE TYPICAL DETAIL
T YP. SEE SH TS. 11 & 12
NOTES,
I. 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 C❑ATINGi
WASSER MC- CONSEAL. OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
S•325gp2
RECOMMENDED
-�� of "k •,�,� FOR APPROVAL
BY DATE
947 c� BY DATE
` (*AL � B Y DATE .__....
F.'R� �� or BY+._ DATE
Aa 104— FT 1 1]
B DATE/ 4 ic"14 i I'S E
cv s 3 2 5 90 2S►CAI NrEL% MAY 411
+n
M
a
a
b � 1
a
x
N
o
"o)
C>
k�J
14:
x
N m