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BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5
FOUNDATION LEVEL
— W (SEE NOTE 7)—
LIMITS OF PIPE ZONE
6"
O.D,
of
PIPE
BEDDING FOR ITARY SEWER PIPE
1, PROVIDE UNIFORM SUPPORT L�INDER BARREL
2. HAND TAMP UNDER HAUNCHES_
3. COMPACT HERDING MATERIAL TO 95 MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE, HAND] TAMP ONLY-
4. PIPE INST'ALLATiQN SHALL BE PER SEC-PON 7-08 OF TIE
STANDARD SPECIFICATIONS
8 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)
OF THE STANDARD SPECIFICAPONS
6. PIPE MIST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS WAINTAINED
7 TRENCH MDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECTCATTONS.
STD. PLAN - 405
PUBLIC WORrS PIPE BEDDING�aP
DEPARTMENT FOR SANITARY SEWERS Martin Pa to f 6/20
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SANITARY SEWER PIPE BEDDING
NOT TO SCALE
Know what's below.
Call before you dig.
T A C O M A S E A T T L E
S P O K A N E T R I- C I T I E S
2215 North 30th Street, Suite 300 Tacoma, WA 98403
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
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j 1 PROPER-Y LINE
SPOOL 1 r I7, 1 1
(LENGTW AS NEEDED) I 4 I � � �� X-O' wrN
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S" SEWR STUB I I •� `i' UT'Ltf E Ar SaQE S WER
�SEWER MAIN TEE X 8" TEE
^� COUPLINfi (TYP )
BEND AS
;REQUIgW ,
EASTIHC SANITARY
SEWED MAIN
SF -WEED MAIN SIZE X 6" T€E
2••x 4" STLM MARKrNG POsT FAINTED
a` LAP WHITE wIT4 THE WORD -SEWER" S rw I
� TE O LEa
IN 3" HICH BI�ACR LETTERS AND #6 MIRE
WRAPPED AROUO TtiE SCUD ANb
EXTENOED TO THE TOP Or THE STUD
5'*X13"xS" SURFACE CLF ANGUT NTH CLAST PROM RING AND COVER
(EAST JORDAN IRIDN WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL. SPSaFY "SE14ER" ON LID),
CLE,ANOUT TO 8E CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO 13E $' IN DEPTH
�3
VrUTURE .4" SIDE7 SEWER
6"x6")r&" WyF_ rUtURE 6"x 4" REDUCER
ACCEPTABLE PROEDURES FOR SIDE $Eyl R CONNECTIONS TO EK STING SEMR MABFI
A YITRIFIED CLAY MAIN - CUT A A NEW PVC 'T€E" USRNO "ST1RDNG-8ACK" FLEXIBLE CGUP4JNGS (FERNCO OR APPROVED EQUAL),
a CONCRETE TRAIN - OUT tN ,A Ne VY PVC `TEE` uS1N0 'STRONG-•6ACK' FLEXIBLE COUPLINGS {FERNCo OR APPRCITD COI. AQ
C PVC &GOOD PYO MALN - Cut IN N8W TEE USING RP010 COUPLINGS OR COPE -DRILLED WITH A Roukc SAORLE
(OR APPROVED EQUAL)
0. DUCTILE IRON MAIN - CORE -DRILLED WRTH A RCWAC SADDLE (OR APPRGVM EQUAL)
E LIFTED UArN. - CONNECPO!l TO SEWER MAINS THAT HAVE BEEN LGNED (CIPP, ETC ), CUT IN A NEW PVC "FEE" USING,
`STRONG -BACK" FLEXIBLE CCkJPLINOS (PERNCO OIL APPROVED EQUAL),
F MDFE - CORE -DRILLED WITH A ROF4AG SADDLE 'IN5FRTA-T€E- IrtAY BE USEE:D ON SEWER IVAINS 12" D44METER OR LARGER
s, KfANHOLE CONNECTION - ALL C0E+NECTIO145 TO MAN"OLES SHAD BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALT. BE CODE -DRILLED AND USE KOR-N-SEAL 13oors CR APPaOVEI] EQUAL
NOTES
i PRIOR TO IN$TALI.ATION OF A SA141TARY SEWED STUB, A SIDE SEWER STUB PERMIT MLDST BE PURCHASEO FROM THE OTY OF
FZWON PUSLIC WORKS DEPART1wIENI
2 kJNLESS OTHERWISE SHOWN C94 PLAN, SIDE SEWER SHALL 14AVE A h11NIMUM 2 5' COVED AT PRQPERYY LhNE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVAZON, WHICHEVER IS LOWER
3 $IDE; SEVERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED ESY THE PUBLIC WORKS INSPECTOR
4 FOR &SPEETICN Or THE 5i0E SEWER STUE3, CALL 24 HOURS IN TAR VANCE. THE INSPECTION PHONE NUMBER 15 ON THE SIDE
SEWER STUB PERMIT SITE MIDST BE READY FOR INSPECTION MID Ati ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME 00 NOT BACICFILL TI-E TRENCFE UNTIL APPROVAL IS OrvEN BY THE INSPECTOR
5 AU- TRIE44104 RE5TOR.AT)ON F-OR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD POUb 110 OR 1102
5 T"E SIDE SOWER STUB SHALL HAVE PIPE BECOING IN ACCORSANC.E WTH STAN(]ARD PLAN 405
7 ALL SIa€ SEWER' STWS SHALL BE INVALLED BY A CONTRACTOR LICE NSC11 AND BONDOD IN THE STATE OF WASHIF470N
SIDE SEWER STUB STD.PLAN-A�6.1
"R PUBLIC WORKS XPa��.�- �
DEPARTMENT INSTALLATIONMartin Patti/0
(SEWER MAIN TO PROPERTY LIME)
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NWr QkTE
SIDE SEWER STUB INSTALLATION
NOT TO SCALE
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S-438803