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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
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o � � I OF SEGT�ON 9, TWN 23 N, RANGEI 5 E,' Vd.M.` ,I II I
o � � �I L ii II i
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RlM EL= 42s -00 48" SSMH//3 -rYP l
WvEC= 41B:oD I UTILITIES EASEMENT � OVER LOT 3 & 4 R�MEL= �4ee- 47.L.ce �.� p II II � _
Y � I lNV Ec =4i6:96� c{iSRI GRAPHIC SCALE. y II � " II I
OVER LOT 2 L _I '
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Q^ I o ,a I II I tr
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. - -. 463. 7 _ II �. IT I
( IN FEET )
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95' WA7ER
-- - 262.07' k EASEMENT ' I II
---- - - - - -- ...� �, 5
�t - - -- - - - - --
W j �_ �,.. C6 R NE R I N0. 7]07140476 WALK
5" SLOPE &SIDE
EASEMENT REC.
- - - - ___ ,.. �. 10� WATE
Q (n STA s +OS, 22 "L7 - - - - - - - - t. - /- _N �\ EASEMENT. � II I' � III I
s" 0 SS STUB 67A0 SS STUB 4 &31 STA 5 +00, 22LT STA 4 +80, 22LT v �, � •. 48` SSMH//15'LT I 1 I II- I
�•- i- lNV EL= !NV EL -4%B�8 / � 6" d SS STUB
y (r. f 6.1i3 � lNV EL- I II I
Q � 6" >, SS STUB ��i17.�'I 'o�, `r6, �, k "�' �� � BUILD OVER EX LINE I II II I ,
lNV EC- 4F�3,�r ',o d � R/M EL =416.87 I
-- �'.� ':�' a' % � 1NV EC= 409.071= {O1•(+ I i II II I W
7 ZQ -.. 3 4 � -. � � , '��� - CONTRACTOR TO VERIFY I � � II I-
Q � - _ EX ECEV BEFORE LAYING I I � II I �
C C/' a �` ;
U /�' s�� PIPE I i II j I II I
� 3 � ','�.. s $'�SS STUB 6° 0 SS STUB'I I i II ! II _,� I I
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2
10' BUFFER EASEMENT � I �
� �+ 4 � REC. N0. 8001070450 I' , 2 -H _ I II , � �� II I O
® y � .� off sitearea Ki 1 � - � -= - - -- -- - -- � � --_- � -__ — �. II II I
~ �. a 10.467s.f � I — � _ �'� II I �i II I
� v-�i - 0.24 acres r i � � r - J T � II O
W FL I � STA 2 +96.4 ,5'LT 1L _I ® 1 � � -� U`�R T p A I% p �1 II I
n 2 ASR - T S7A 2 +96.4, 25' 7 �`� TR :' A l i � _ II I
0 oO of wasy I 48" SSMH,y T?P l 6' m SS STUB i
4 ��� � , ; � oRIMEL y12.4o srA 1 +so, 25L i' Z u I
- � a � I. ; lNV EL 41Q.00� INV EC= 414.50 6T 0 SS STUBC lNV ELS41T'78 li II - II I
s O "ASS9UlBLT"I !S BASEDOON �A ACTUAL FTELD SURVEY O I � Q 8 /NV EC =4L28B � I II- - I
O G � I �.J 411.1,1
� avo � �N 1 413:11 � �� � � ! it °-
� ° r ti BY TOUMA ENGINEERS AND INFORMATION SUPPLIED � I ( i ,,,- _.. _. _ �` Il r I
-Q � oxn1.: BY CONTRACTOR. _ - _ � II I
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' LOW POINT ELEV = 416.80
� LOW POINT STA = 1 +28.61
PVI STA = 1 +37
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BUILD OVER EX L/NE
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CONTRACTOR TO VERIFY
EX ELEV BEFORE LAYING
PIPE
TUM ELEV
405.00
® ' � S �► REG ❑MMENDED
F ❑R APPR ❑VAL °""""`
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SANITARY SEWER NOTES & SPECIFICATIONS
PROPERTY LINE
SIDE SEWER MAIN TO BUILDING SEWER
THE COMPLETION OF CONSTRUCTION.
13 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
IN ACCORDANCE WITH SEC77ON 7 OF THE CURRENT ST4 TE 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` v, NFORML , Dlc`_lrSc VINYic"cDTNv
BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKEED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS
TO MATCH PAVING.
DATE
° Z
, FUTURE
BY
DATE
6" SEWER PIPE
I'BLDG SEWER
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST ED17ION OF
DATEL4
I
2,
6" SIDE OUTLET TEE
THE WSDOT /APWA STANDARDS AND SPECIFICA77ONS
EI
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2 "X4" STUD SERVICE ARKER
'
PAINT UPPER PORTION WHITE
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WTH 'STANDARD SPECIFICA77ONS FOR
AS -HT 118" FIBER JOINT
PACKING
a AND STENCIL ON SIDE WORD
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER
o ❑ o
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°� .SEWER" WITH 3" HIGH
AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
a BLACK LETTERS.
STANDARD SPECIFICATIONS
6" SIDE SEWER & "BUILDING SEWER
118 BEND
PLAN
J. ALL LOCATIONS OF EXISTING UTIL177ES 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.
6' SIDE SEWER
1: J. 5 MIX NOTE:
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONCRETE 60' ALLOWABLE MAX SIDE SEWER SHALL HAVE A
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUC7701V SITE.
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY
DUCTILE IRON PIPE_ LINE OR 3 -5' LOWER THAN THE
5 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
6 MIN
LOWEST HOUSE ELEVATION, WHICH -
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION
25' MIN EVER IS LOWER.
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
6 MlN
1 HORIZONTAL
6" SIDE OUTLET TEE
PRECEDENCE OVER ALL OTHER PLANS
SEWER MAIN
7 A COPY OF THESE APPROVED PLANS MUST BE ON 7HE JOB SITE WHENEVER CONSTRUC7ION
EXISTING SEWER MAIN
CONC. BLOCKING ANGLE 6" SIDE SEWER
IS IN PROGRESS
OF TEE AT MAIN OVER 25°
"TEST
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF
ELEVATION ti 6 TEE
TO BE INSTALLED
THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
� AT CONNECTION
�
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR
G
k0\o NOTE.•
0
9. BACKFILL SHALL BE PLACED EQUALLY ON BO 7H SIDES OF THE PIPE IN LAYERS WITH A
8V0 MAKE TAP THROUGH CAST IRON
LOOSE AVERAGE DEP7H OF 6 INCHES, MAXIMUM DEP7H OF 8 INCHES, THOROUGHLY TAMPING
GVE
PCB � SADDLE SECURED TO SEWER MAIN
STEEL
EACH FOR ONEYPIPE PERCENT OF
OF THE RENCH. EXTEND
EACH DENSITY THESE
PIPE OR TO COMPACTED
406poolORE WHENSCONNECTING NEW SIDES
MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
25' SEWERS TO EXISTING MAIN.
29, MIN SLOPE
10. OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXIS77NG TRAVELED ROADWAY
HORIZONTAL VITRIFIED CLAY, PLAIN &
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE
TYPICAL SIDE SEWER REINFORCED CONCRETE, D1 &
EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE A
TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPAC7ON. A
Cl PIPE SEWER MAINS ARE TO
ELEVA TION' BE CORE DRILLED.
PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER C17Y OF
RENTON CURRENT STANDARDS.
SIDE SEWER SERVICE DETAIL
11. DATUM SHALL BE CITY OF PENTON, 1988 NA VD.
TYP. SEE SHTS 15 & 16
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 07HERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -S17E EROSION AFTER
THE COMPLETION OF CONSTRUCTION.
13 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
IN ACCORDANCE WITH SEC77ON 7 OF THE CURRENT ST4 TE 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` v, NFORML , Dlc`_lrSc VINYic"cDTNv
BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKEED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS 50.
15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS
TO MATCH PAVING.
-• o
CASTING INLAND FDRY
OR EQUAL. PT#714
`O SEE DETAIL 5.1.4
25" ADJUSTMENT 4" MIN.
CONE
MORTAR JOINTS
4" MIN. STEPS -314" DEFORMED BAR
STEPS SHALL BE INCLUDED
2
- 6 1/2
CONRETE RISER BY PIPE INC.
48" OR APPROVED EQUAL
MAX. PIPE SIZE -21" I.D.
LADDER -STD. ALUMINUM f
OR GALVANIZED STEEL.
CONCRETE SHELF
MORTAR F LET
PRECAST BASE SECTION
OR CAST IN PLACE
6" MINA.
--I `- 6 ' MIN.:.
SANITARY MANHOLE TYPICAL DETAIL
(N-)
TYP. SEE SHTS. 11 & 12
f
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_COATINGI N
WASSER MC- CONSEAL OR APPROVED EQUAL/
COLOR OF COATING SHALL BE WHITE.z
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AS -BUILT n NOTE: 9476
AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY (WAL
BY TOUMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR. I EEPII 6/22/07
.�91S420fN A3= 5- 32Y'104
Fm 2',
RECOMMENDED
F-uR ADDD❑ v /AL
BY
DATE
2'0"
DATE
BY
DATE
BY
DATE
B
DATEL4
I
I
I
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314" SPACES SPACED -314" 12 "0
4 314"
C, 0 o INDICATED
AS -HT 118" FIBER JOINT
PACKING
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ri
1/8" RAISE
112- WIDE
1
118 BEND
BORDER
10"
arm9"
_ PLUG TO BE SEALED IN SAME
'MANNER AS MAIN SEWER JOINTS
-_ - -___ - - -__
6»
CAST IRON RING AND COVER
PIPE MATERIAL
AS SPECIFIED.
CLEAN —OUT DETAIL
-• o
CASTING INLAND FDRY
OR EQUAL. PT#714
`O SEE DETAIL 5.1.4
25" ADJUSTMENT 4" MIN.
CONE
MORTAR JOINTS
4" MIN. STEPS -314" DEFORMED BAR
STEPS SHALL BE INCLUDED
2
- 6 1/2
CONRETE RISER BY PIPE INC.
48" OR APPROVED EQUAL
MAX. PIPE SIZE -21" I.D.
LADDER -STD. ALUMINUM f
OR GALVANIZED STEEL.
CONCRETE SHELF
MORTAR F LET
PRECAST BASE SECTION
OR CAST IN PLACE
6" MINA.
--I `- 6 ' MIN.:.
SANITARY MANHOLE TYPICAL DETAIL
(N-)
TYP. SEE SHTS. 11 & 12
f
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_COATINGI N
WASSER MC- CONSEAL OR APPROVED EQUAL/
COLOR OF COATING SHALL BE WHITE.z
1
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t
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o��yoRH.
a ,
Q
„ �
AS -BUILT n NOTE: 9476
AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY (WAL
BY TOUMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR. I EEPII 6/22/07
.�91S420fN A3= 5- 32Y'104
Fm 2',
RECOMMENDED
F-uR ADDD❑ v /AL
BY
DATE
BY
DATE
BY
DATE
BY
DATE
B
DATEL4
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c� 'T 32:550 ZSCANNEC MAY ®12006
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