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BACKFILL MATERIAL
(SEE NOTE 5) —
CONCRETE CLASS C
(SEE NOTE 8)—
FOUNDATION LEVEL-
BACKFILL MATERIAL
(SEE NOTE 5)
BEDDING MATERIAL
FOR RIGID PIPE
(SEE NOTE 6)
FOUNDATION LEVEL -
BEDDING MATERIAL
FOR FLEXIBLE PIPE
(SEE NOTE 7) —
FOUNDATION LEVEL
W (SEE NOTE 4)
(CLASS A DESIGN)
W (SEE NOTE 4)
(CLASS B, C, D, DESIGN)
BEDDING FOR RIGID PIPE
�- W (SEE NOTE 4) --{,
(CLASS IF DESIGN)
BEDDING FOR FLEXIBLE PIPE
NOTES:
LIMITS OF PIPE ZONE
1. PROVIDE UNIFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX- DENSITY EXCEPT DIRECTLY OVER PIPE.
HAND TAMP ONLY.
C
4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION
OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS.
PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A
1THE
BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18".
F
5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE
SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS
OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE
BACKFILL MATERIAL.
LIMITS OF PIPE ZONE
6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE
STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS.
1
7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF
6"
STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS.
0. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS
MAINTAI N ED.
LIMITS OF PIPE ZONE
11-7-011
BEDDING CLASS DESIGN
DIMENSION
CLASS A
CLASS B
CLASS C
CLASS D
CLASS F
A
4" MIN.
1/4 I.D.
12" MAX.
ZERO
B
1/4 O.D.
1/2 O.D.
1 1/8 Oz.
ZERO
O.D.
3/4 O.D.
1/2 O,D.
1 /8 O.D,
D.C.
A = 4" MIN. 27" I.D. AND UNDER
6" MIN. OVER 27" I.D.
PIPE BEDDING FOR SANITARY SEWER
ADOPTED
crrr or 102nm
STANOMM PIAW
18r DAM 4/97
DWG. NAME: BW1 8C SP PAGE:B077
PIPE BEDDING FOR SANITARY SEWER
- ----------- - — --------------- - ------------------- - - - --------------- - - - --- - - - ---- - - -- - ----- - - - - ----- --------- -----------
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INATER CDETAIL
i
E�j�pll( Ci, ��fl )NNECTION
TC--� SHAU- ;C�-LL-6L'F `IIND EVFIF,- 7-iE DPIZONTAL Allr. v-�Tr'
WE- TAP EXISTING WATER MAIN
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AT THE rah I,_- H 17Ti:FITAL 4 JC VER.T`AL ALlf"44ENT '17 THE EXI`rTllq(,
WILL PEPFIH�Jj T `�?CV THF A'ATER LINE F F. HF FINA CITY i)F RENTON
1 TAPPI140 VAL�,E WITH C I AND D. iL
ST�-NDAFV PLANS
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CITY CWNEE AND MAINTbINE;
I'll. -Tu Prr�Tr LII- SUILYNU` WALL
L,�L
0'riET �-LL,wRFS
IEFIVE-ERS OF MINIMUM CL64:iArICE-
• 7-� FE PVN-ED ON FLO01 tlJ AHLTE
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1-11-L VIL I I IIIi 11 T', L BE -'E`,lT2',iIILLl NI I- LE- FI,JI7." 7100P LEVEL
'I F. TAtAF'FF V 11 F D l- EL[,TTIT-,�,: LW OF DI)CV.4,
4- IN I'-- A,TI
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, 1-17, - 'FL A CII
�PFP Fl [I -PT. ,F HILTI F F FJ'- DF P. I DEVICES' �T'ANCHIONS RD. TEE, 77, FLOOP,
P TT,-J' 6- F:---',4 clihl-L DE 'JIIJI-�,, -lF 1 i F- L -E,E-
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'I-- 1%1 - TE-r -b 1, F A F 6', P Fl, -ALL -3/4 INCH
EllCR" SR E
TH- �,l I �, REMOTE
PEPS PLATE E ',,I [HE TD_ILF
T- I l:JCj WALL.
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7 - UL LI�T70 FIRE 5EPT C7JINE71'-N I TF D F'RE F AVAT r TE I 'H N
SO -EET MAYINIU:,l UF A FUEL:- 71FE I '0AI,T INSIDE BUILD -NU INSTA-17ATICN FOR
�%F7ER FEL-- ILSTPILL" 70C, --,CVA AI -EL 31-PAS'-- kllIS,7 BE TEITED 3 INCH AND LARGEF
31_-F,;Fij,E�-T i--j- HE�%LTH CERTIFIED EACFFLCV, AESE1,13L(
TES7EF. TEST FEFORT MUS- BE 'IL6,!iT7FD T'- DTY OF �E?,'T'�Il 'AATEP. . DETECTOR DO-URLF C-i-F-K IT JTILIT, VALVE ASSEMBLY
-NGINFFRIIN-S E-EPARTNIFNT Ppli')P T,-' �CT,.,�-IC%Tl �)F N7V
N'ST4,LL LIFASS '111GS AT ALL LS] CDI_
CITY DF RENTON
STA-"ARID FANS
LST I:ATrf: /Tjl�
�ZEV[Sl( N BY ApPR'DI DWG, I-IAVE: 8117 ..F PAGE-- E � 17
INSIDE BUILDING INSTALLATION FOR 3w AND LARGER DDCVA_
N.T.S.
EP P -Pi, FP
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T60 L4NE RC,AD ()---SET Yl -DDE STREET� WPFPL THE
MARKER TO 11,111,-ATE H I D R T IS v%l T- 111
%'VHICH ISIDE 1--17 STREET VIkl -RA, " 'FIFF� `TF��T, THE
H`DRANT 15 '-1 14` FROM BE
Dc-s OR PAINTED Llk'-�) ON TH4T MAII'l STPEE-
M A R t I R MARKER
-,C ET FIVE LANE ROAD -,FFSET
MARKER TO PADW34JE V.i-!(H
SIC- -:F TPEET I- (L+Afl 5 SIDE OF STREET -- )D HT IS
FPr'%4 C-: --�P ON 1 4" FRCM D-TS :--IF
-)r,i 14 . 'T j
LANE [IvIDER) PAINITED LANE DIVIDER',
I-YD P A N T :MARL' 7P 5
J ' 7 �,
f ---I �— 4-
RRISE F, EN I- V iF R K -R PE Sb AE
STM�Oljl' TF
HYDRANT MARKERS
ADCPTED
-TTY 01 RENTON
is R i STP,NDAPP PI AN'_
L57 DATE: 04/04
R 10-1
DATE
2 HYDRANT MARKERS_
N.T.S.
41
OPERTY'LINE
FATPE
5' P'JILLANC SEWED PIPE BL. LC NG A Altl?
it---------- - -------------------------- - ------------ --------------------------
---------------------------- N,
\-2-� -TIll- f:E N,IAFI%EF FAINT
TEE OATH I>" SIDE OU7LE- L I - I 11,J A -HI 1 i- AN- '. I HFIL CN
SIFE 4ITH � HIL,H
31rdr' 1LETTEF.7. \J10 #6 ,qIFF lb-:.A.FPED
AFTIAID THE -TI F, nl [I E.-T-NIE1 TO THE
t
,P
TT_F THE _LID.
b AMLI UL111-jIl-o IALP
.,TH-PNSE THE Cl-r T,141-7 TA- -F-F--NJC7a
, F,LE SEC'LREI T-F',kER MAIN VITH ---7,1,jI,j-Pl'- ST-FL R,`IIJDS
["EDi -,iF!E TLI E1:1-17`1T MAIN.
PLAIN AND F7ElNF,-lEC- DI PIPE A110 CI mIPE '_E'1-P
MAINS A�F TO PE CCF.F TFILLEC.
vITRFIFF l A `I�F PF 0-IT armr, HAVE A. NFdV TFF
SEC-i0r.,E0 114
,—Fr' vLLOWABLE MAX.
F T --:ON PIPE
OR D]Jr-TILL IRON PIPE.
5 V ly
4
I,,AfN SL ORE
—f7
Ir S SIDE QLTLE7 TEE HORIZONTAL
—SEWER V4,!N
E. M N LSE %NFP MAlt�l
PETE DLOCK:N�-' ANr-' F TYPICAL P ELD/ATION
--SEWE
77 TEE AT 11,1AN QEP 7I,.
F L F VAT] ON
L�IL---��S "THLR�VISF SHCV1`1 ON PLAN. SIDE SLWEP SHALL HAVE
A '.fiNINI,M '.F.' ClOVER AT ='IHDPERTY IFINF �-)P 5' LOWER
THAN THE H3USE E-EVATIDrl, WHICH E��Ep IS LOWFR-
STANDARD SIDE SEWER TNSTALLATIC-N
(SEWER MAIN TO PROPERTY ONE)
ADPFTFD
CITY OF REXrON
8TANDARD PlAUF
LST 7)A TE: 64/04
----------
Cu.E---
F-Lud47,7i P SPA(E 75
----------
— ---------------------
STANDARD SIDE SEWER INSTALLATION
N.T.S.
By:
By:
BY:
By:
RECOMMENDED FOR APPROVAL
Date:
Date:
Date:
Date:
Lu
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tr
a_
DATE
JOB NO.
DWG NO.
12/04/2007
131-004-07
C3.2
7 OF 8
CD�U)3+4?-O3