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C',RY OF RENTON �/r ���� �Q ii
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SANITARY SEWER NOTES AND SPECiflCATIONS
A PORTION OF THE $E 1/4 OF SEC. 3, T. 23, R. 5E, W.M.,
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1. ALL WORK MATERWS SHALL BE IN CONFORMANCE WTRi THE STANDARDS AND SPECIFlCATIONS OF THE CRY KING COUI�/ 1 1 WASHINGTON
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OF RENTON IJRLRY DEPARTMENT AND THE LATEST EORION OF THE WSDOT /APWA STANDARDS AND ,
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SPECIFlCATIONS.
W (SEE NOTE 4) UMffS OF PIPE ZONE
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BACKFlLL MATERIAL
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE UMR® TO 6:30 AM. TO 3:30 P.M. ON (SEE NOTE 5) s� NOTES:
DF PUBUC WORKS AT 235 -2620.
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WEEKDAYS UNLESS OTHERWISE APPROVED IN WRRING 6f THE DEPARTMEM
CONCRETE CLASS C 1. PROVIDE UNIFORM SUPPORT UNDER BARREL
ALL StREEf - CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBUC WORKS (SEE NOTE 6) 2. HAND TAMP UNDER HAUNCHES.
24 HOURS IN ADVANCE THE POLICE DEPARTMENT, FlRE DEPARTMENt AND Sit SHALL BE NOTIFlED 24 HOURS FOUNDATION LEVEL B 3. COMPACT BEDDING MATERIAL TO 95R MAX. DENSRY EXCEPT DIRECTLY OVER PIPE.
HANG TAMP ONLY.
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IN ADVANCE
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3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WffH "STANDARD SPECIFlCATIONS FOR MUNICIPAL PUBUC T OF THE STANDARD SPECIFlCTATIONS FOR TRENCH WIDTH W AND TRENCHING OPTIONS.
(CLASS A DESIGN) THE PIPE ZONE WILL BE THE ACTAUL TRENCH WIDTH EXCEPT FOR CLASS A
WORKS CONSTRUCRON° PREPARED BY WASHINGTON STATE CHAPTER AMER{GW PUBUC WORKS BEDDING. THE MINIMUM .CONCRETE WIDTH SHALL- BE 9 -i/2 I:D. + 96 ".
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3/4" .SQUARES SPACED - 3/4"
5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFlWNG SEWER TRENCHES" IN THE
ASSOCIATION, IATESf EDRION (APWA) AND CTIY OF RFMON STANDARD SPECIFlCATIONS. AS INDICATED HT.: 1/6" SANITARY SEWERS SECTION QF THE STANDARD SPECIFlCATIONS, EXCEPT THAT ROCKS
(SEE NOTE 4 LIMTTS OF PIPE ZONE
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�W OR LUMPS LARGER THAN 1' PER FOOT -0F. PIPE DIAMETER SHALL NOT BE USED IN THE
4. ALL LOCATIONS OF EXISTING MLRIES SHOWN ARE APPROXIMATE AND R SHALL BE THE CONTRACTOR'S ❑ � �2 O BACKFlLL MATERIAL..
RESPONSIBILRY TO VERITY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. ❑ � ❑ 17/2 - ^.. BACKFlLL MATERIAL
� [7 � e CONCRETE (SEE NOTE 5) 6 • 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
� 3000 STANDARD SPECIFlCATIONS FOR THE MATERIAL SPECIFlCATIONS.
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5. A PRECONSTRUCRON CONFERENCE AND A 24 -HOUR NOTICE SHALL 6E REQUIRED PRIOR TO STARTING NEW � p � 1" �' 0 r °" �-+' BEDDING MATERIAL 7. SEE "BEDDING MATERIAL FOR FLIXIBLE PIPE" IN THE AGGREGATES SECTION OF
,. STANDARD. SPECIFlCATION FOR THE MATERIAL SPECIFlCATIONS.
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CONSTRUCTION. R SHALL BE THE CONTRACTOR'S RE�ONSiBILRY TO SECURE ALL NECESSARY PERMRS PRIOR {SEE B
BY A REPRESENTATNE OF THE CRY OF 4 -3/4'• 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
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TO STARRNG CONSTRUCTKN. (INSPECTK)N WILL BE ACCOMPLISHED
RAISE -1/2" FOUNDATION LEVEL MNNTNNED'
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RENTON). IT SHALL BE THE CONTRACTOR'S RESPoNSIBILRY TO NOTIFY THE UTILRY DEPARTMENT 24 HOURS WIDE BORDER 12' / 0
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IN ADVANCE OF BACKFlWNG ALL CONSTRUCTION. i"
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PACKING (CLASS 8, C, D, DESIGN)
6. COMRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTON AND 10" BEDDING FOR RIGID PIPE BEDDING CLASS DESIGN
FOR THE SAFETf OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. g /4° - DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F
i -1 /4° 7 2' -' � 5 /6" W (SEE NOTE 4)- LIMITS OF PIPE ZONE 4" MIN.
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7. TT SHALL BE THE RESPONSIBILRY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED 45(1/6) BEND 1//4 I.D. ZERO
2 -7/6 °4 • i'_0^ 2" MAX.
PERMRS.PRIOR TO ANY CONSTRUCTION.
7 a ` BEDDING MATERIAL B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO 0.0.
8. PLANS.APPROVED BY THE CRY OF RENiON; PUBLIC WORKS DEPARTLENT SHALLTAKE PRECEDENCE OVER ALL �" .FOR FLEXIBLE PIPE C 3/4 O.D. i/2 O.D. 1/8 O.D. O.D. -
PLANS. 7 3�4
SEENOTE 7)
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"� i ". A' • A = 4" MIN. 27" I.D. AND. UNDER
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9. A COPY OF THESE APPROVED PLANS MUSE BE ON THE JOB SRE WHENEVER CONSTRUCRON IS IN PROGRESS. .CAST IRON RING AND COVER O� .y "� 6" MIN. OVER 27" I.D.
THE CONTRACTOR SHALL.PROVIDE THE CfTY OF RENTON WTRi AN AS -BUILT DRAWING OF THE SANRARY. '.- (CLASS F DESIGN)
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10.
SEWER SYSTEM WHIGR HAS BEEN: STAMPED AND SGNED 6Y. A LICENSED PROFESSIONAL ENGINEER OR 3 BEDDING FOR FLEXIBLE PIPE
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PIPE MATERIAL AS SPECIFlED
LICENSED PROFESSIONAL SURVEYOR. BY THE ENGINEER y�'
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PIPE BEDDING FOR SANITARY SEWERS
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1 i. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN. LAYERS WRH A LOOSE AVERAGE DEPRi t s %'�
NOT TO SCAIF
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OF 6 INCHES, MAXIMUM. DEPICT OF 6 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM
DENSffY. THESE COMPACTED LAYERS MUST EXIEfdD PoR ONE PIPE DIAMETERON -EACH SIDE OFTHE PIPE OR
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TO THE S @E OF THE TRENCH. MATERWS TO COMPLETE THE FlLL OVER PIPESFWt BE 1HESAME AS PLUG TO BE SEALED.
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DESCRIBED. a, .. MAIN SEWER JOINTS.
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12. DANM SHALL BE CRY OF RENTON, US.C. ANO G.S. +:`�. ... „r PROPERN LINE
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13. ALL DISNRBED AREAS SHALL BE SEEDED AND MULCHED OR. OTHERWISE STABILIIED..TO THE SATISFACTION
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OF THE DEPARTMENT FOR. THE PREVEMION OF ON -SffE EROSION AFTER THE'COMPt.ETIONCF CONSRRUCTION. 3' -0" Ml��g' -p'
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14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WTM 6� OR �� CLEAN -OU.1 DETAIL 6" BUILDING SEWER PIPE BUILDING SEWER
SECTION 7- 02.3(1) OF THE WRRENi STATE OF WASHINGTGN STANDARD SPECIFlCATIONS FOR ROADAND w
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BRIDGE CONSTRUCTION. THIS SHN1 INCLUDE. NECESSARY LEVELING OF THE TRENGH BOTTOM OR THE TOP OF NOT TO SCALE J I 2 "x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET � PORTION WHffE ANS STENCIL ON SIDE
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THE FOUNDATION MATERIAL AS WEll AS PLACEMENT AND COMPACTION OF REQUIRED BEDOMG MATERIAL
� � WORDING "SEWER" WRH 3" HIGH BLACK LETTERS.
TO UNIFORM GRADE SO THAT THE ENRRE LENGTH OF THE PIPE WILLBE SUPPORfID'ON A UNIFORMLY DENSE � AND #6 WIRE WRAPPED AROUND THE STUD AND
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� UNYIELDING BASE PIPE BEDDING SHALL BE PEA GRAVEL 6INCHES ABOVE AND BELOW THE PIPE 6" SIDE SEWER AND BUILDING SEWER a EXTENDED TO THE TOP OF THE STUD.
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75. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (FNC) RUBBER GASIQ:TED ASTM D 3034, SDR 35, OR a ' UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CASE
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
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DUCTILE IRON C1A55 50. WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
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i6. IN UNIMPROVED AREAS, MANHOLE TD EXTEND MINIMUM 6 !NG!1FS- AND MAXIMUM 16 INCHESABOVE FlNISHED VITRIFlED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Ct
PIPE SEWER MAINS ARE TO BE CORE DRILLED
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GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
60" ALLOWABLE MAX.
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FOR CAST IRON PIPE
- OR DUCTILE IRON PIPE.
i/2" WEB. B PL .... h tN S(G
-iI 1//2' x 3" x 3/8" NON -SKID 1:3:5 MIX p, .N\ K \N
PA7TQ2N CAST INTEGRAL ONTOP CONCRETE G\ye�pG
BLOCKING g PN
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25244 7„ 6" SIDE OUTLET TEE /
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6" MIN. SEWER MAIN
CONCRETE BLOCKING ANGLE
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1 -i /4" I I 3/4" OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION �
23 -1/4 "� � ELEVATION \
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FRAME (NON- LOCKING) COVER (NON- LOCKING) SECTION A -A NOTE: \
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY
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LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. N
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FOR 5/6 " -11 N.C. x 1 -7/4°
A S.S. S C. HD.: CAF' SCREW (3 REQ'D.) (/')
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B TYP. NON -SKID PATTERN - � Z
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(SEWER MAW TO PROPERTY LINE) i i/4" HDPE O
" i -7/6 7/2' TYP. ° ° 1_3/6,• STANDARD SIDE SEWER INSTALLATION PRESSURE UNE
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y t-2 -7/2" NOT TO SCALE
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2° RNSED LETTERS AS 25 1 i/4" HDPE A 1 1/4" HDPE x SEWER MAIN
REQ'D. SEE NOTE No.3 BELOW SECTION B -B PRESSURE PRESSURE F+..
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UNDERSIDE SHOWN FOR CLARTN UNE (TYP.) LINE (NPJ �
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3/4" CORE (NP.) ON 23" B.C.
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DRILL AND TAP 5/6 -11 N.C. 1 -1/2" CORE(TYP.) (LOCKING)
ON 23' B.C.('fYP. 3 PL) SECTION A -A I
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FRAME (LOCKING) COVER 6" SANITARY Q
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SEWER CLEANOUT
NOTES: 6° SIDE 6 °x 1 1/4" 6" SIDE 6 "x i 1/4" 6" SIDE 6 °x i i /4" 6° SIDE 6 "x 1 1/4°
1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL SEWER WYE SEWER WYE SEWER WYE SEWER WYE W
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2. FOR LOCKING UD USE OLYMPIC FOUNDRY No: MH 30 D/T OR EQUAL �n
3. USE FRAM AND COVER FOR)STORM (SPE�FY "DRAIN' ON ;OVER), PLAN r1EW A _
SANITARY SPECIFY "SEWER" , OR WATER SPECIFY "WATER' .
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MANHOLE FRAME AND COVER DETAIL SI ®E SEWER F ®RCEM/+LIN CONNECTION ®ET/yIL gy; Date:
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NOT TO SCALE NOT TO SCALE
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By: Date:
By: Date
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FFSSDNALT�EN�'\e,�
EXPIRES 6 it O6
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By: Date
ROLL 207
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