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ROLL 2 0.8
PROPERTY LINE
SIDE SEWER MANN TO BUILDING SEWER
�J, ! -I I- U / Ul-eL
6" SEWER PIPE ''r r` s -O -I BLDG SEWER
" SIDE OUTLET TEE z;
2 "X4" STUD SERVICE ARKER
PAINT UPPER PORTION WHITE
AND STENCIL ON SIDE WORD
a 'SEWER" WITH 3" HIGH
a BLACK LETTERS.
6" SIDE SEWER & BUILDING SEWER
PLAN
6" SIDE SEWER
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1:3:5 M1X
NOTE:
SA NI TA R Y SEWER N O TES &• SPECIFICATIONS
SANITARY SEWER NOTES AND S°EC/F7CABONS
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY
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6 LfIN -
N
°
LOWEST HOUSE ELEVATION, WHICH -
_
25• MIN
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1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
= HORIZONTAL
SPECIFTCARON OF THE CITY OF RENTON U-77LITY DEPARTMENT AND THE LATEST EDITION OF
6" SIDE OUTLET TEE
DATE
THE WSDOT /APWA STANDARDS AND SPEC0CAT70NS.
BY
2 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ?STANDARD SPEOFTCATTONS FOR
CONC. BLOCKING ANGLE
\ -6" SIDE SEWER
MUNICIPAL PUBLIC WORKS CONSTRUCTION? PREPARED BY WASHINGTON STATE CHAPTER
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ELEVATION
AMERICAN PUBLIC WORKS ASSOC/A770N, LA7EST EDITION (APWA) AND CITY OF RENTON
STANDARD SPEC(F7CA77ONS.
AT CONNECTION
3 ALL LOCA77ONS OF EXISTING U77LIPE -S SHOWTI ARE APPROXIMATE AND IT SHALL BE THE
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CON7RACT0R9S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCAUON SO AS TO
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PI�G.�G
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AVOID DAMAGE OR 0157URBANCE.
STAINLESS WITH STEEL BANDS
�6O�CRE
WHEN CONNECTING NEW SIDE
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4- CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE COAISTRUCDON S17E.
HORIZONTAL
5- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
TYPICAL SIDE SEWER
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0774ER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
BE CORE DRILLED.
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6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS
7 A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB S17F WHENEVER C0NS77?UC77ON
TYP. SEE SHTS. 15 & 16
IS IN PROGRESS
8 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF
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THE SANITARY SEWER SYSTEM, WY,1CH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
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9. BACicFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
M
LOOSE AVEP,.AGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF B INCHES THOROUGHLY TAMPING
EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND
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FOR ONE PIPE DIAMETER DN EACH SIDE OF THE PIPE OR TO 774E SIDE OF THE TRENCH.
MA ERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE 7NE SAME AS DESCRIBED.
10- OPEN CUT P,OAD CROSSINGS FOR U77LiTY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BE BACKRLLED WI774 CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE
EXIS77NG ASPHALT SHALL BE NEA TUNE CUT MTH SAW IN A CON77NUOUS LINE. A
TEMPORARY MIX PATCH MUST BE PLACID IMME&A TEL Y AFTER BACKFILL AND COMPACTION. A
PERMANENT HOT bf,'X PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF
RENTON CURRENT STANDARDS.
11- DATUM SHALL Bf CITY OF RENTON, 1988 NA W.
12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
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THE SA77SFAC77ON OF 774E DEPARTMENT FOR 774E PREVEN77ON OF ON-SITE EROSION AFTER
THE COMPLETION OF CONS7RUC77ON-
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73. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSARY
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LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDA77ON MA7ZRIAL, AS WELL AS
PLACEMENT AND COMPACT70N OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO 7HAT
THE EN77RE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
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BASE PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED 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 DIREC77ONS
TO MATCH PA LANG.
U77LITY SPECIRCA77ONS
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C' \SDSK \CI TYNO TES \R ENTON,U7ILITYSPECIFICA770NSDOC
ROLL 2 0.8
PROPERTY LINE
SIDE SEWER MANN TO BUILDING SEWER
�J, ! -I I- U / Ul-eL
6" SEWER PIPE ''r r` s -O -I BLDG SEWER
" SIDE OUTLET TEE z;
2 "X4" STUD SERVICE ARKER
PAINT UPPER PORTION WHITE
AND STENCIL ON SIDE WORD
a 'SEWER" WITH 3" HIGH
a BLACK LETTERS.
6" SIDE SEWER & BUILDING SEWER
PLAN
6" SIDE SEWER
1:3:5 M1X
NOTE:
CONCRETE 60• ALLOWABLE
MAX SIDE SEWER SHALL HAVE A
BLOCKING FOR CAST OR MINIMUM 5' COVER AT PROPERTY
x UCTILE IRON PIPE. LINE OR 3 -5' LOWER THAN THE
MN
6 LfIN -
BY
LOWEST HOUSE ELEVATION, WHICH -
_
25• MIN
EVER IS LOWER.
6 "MIN
= HORIZONTAL
6" SIDE OUTLET TEE
DATE
SEWER MAIN
BY
r- EXISTING SEWER MAIN
CONC. BLOCKING ANGLE
\ -6" SIDE SEWER
OF TEE AT MAIN OVER 25°
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ELEVATION
___6m BE TEE
BE INSTALLED
AT CONNECTION
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NOT
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MAKE TAP THROUGH CAST IRON
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PI�G.�G
SADDLE SECURED TO SEWER MAIN
STAINLESS WITH STEEL BANDS
�6O�CRE
WHEN CONNECTING NEW SIDE
25
SEWERS TO EXISTING MA /N-
29 MIN SLOPE
HORIZONTAL
VITRIFIED CLAY, PLAIN &
TYPICAL SIDE SEWER
REINFORCED CONCRETE, Dl &
CI PIPE SEWER MAINS ARE TO
ELEVA TION
BE CORE DRILLED.
SIDE SEWER
SERVICE DETAIL
TYP. SEE SHTS. 15 & 16
RECOMMENDED
FOR
APPROVAL
BY
DATE
BY
DATE
BY
DATE
BY
DATE
A Top
BY
DATE
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917- 001 -051
9170, SITE
7
j11NAL
EXPIRES L 22/0'I
S J E '/ E R i o i
X0.5- 33�,oz
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