HomeMy WebLinkAboutWWP2703933.4SOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 I;'16' C586.1m)
i;TA B.� . (S` F DETAIL'
6
s
{RENTON
O{ ij
�G * SEWE/
COVER & FRAME
PLAN VIEW
25` DFA.
C?`�snrol
Cigm"I _ s
I 8 3/4' L t%'c'
C222nm} i �rtnn7
TYP
COVER SECTION VIEW
26 1/2'D1A: _
�� L673ntn1
i
f _ 25 1/4' DI.A
! � 64inMJ 7
L'2 %rtr1;
NEOPRENE GASKET #I
A
5/8" _J 23 8` D>7r1 I.L OPENE
C16nrt1 �� C544ml)
_ 27 5/16` DiA
[G94tnn]
34 1,'8' DIP`
COVER BOTTOM VIEW
sac, CALLEV HEAD
)
5/8"-11 X 115 SS
RUBBER WASHER
t.
EON BOLTING DETAIL
I I I 1/16'
E6nm] 11 f �27 M)
i
L!ft' J i
E3mml
Mmm]
GASKET GROOVE DETAIL
C>?6 i rtn' NO TES:
FRAME SECTION VIES i. ALL COVERS SHALL BE LOOKING LID PER EAST
jORDAN IRON WORKS INC. No. 3717C1 OR EQUAL.
2. USE FRAME AND COVER -FOR STORM (SPECIFY
"DRAIN" ON COVER), SANITARY (SPECIFY
"SEWER 1,), -,R WATER (SPECIFY "WATER,")_
/G_ `• P1 BLIC WORKS
i
"{ DEPARTMENT
., �.. x �
,km"A LE F � IA4E : CDC
STD. PLAN - 409 +1.
DEC:EMBER 2008
PORTION OF THE NE 11/4 OF THE NW 1114
SECTION 14, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M,
CITY OF RENTON, STATE OF WASHINGTON
VV (SEE MOTE 7) - ,f' LIMITS OF PIPE ?GENE
SEDD►NG MATERIAL FOR
SANITARY SEWER PIPE ;; �' + ;;,•`�'
O,rJ. OF PIPE
t SEE NOTE 5)
�FOUNDATION L.EV;:,I
,,:'�f .ter iitA: ../, �/•r' �::
BEDDING FOR SANITARY SEWER PIPE
t�:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES,
3. COMPACT SEO NIG MATERIAL TO 957. MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAIAP ONLY.
4. PIPE INSTALLATION SHALL 9E PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9--03.12(3)'
OF THE STANDARD SPECIFICATIONS CAR PEA GRAM.
6. PIPE MUST BE ANCHORED IN SUCH A MARINER AS TO ENSURE FLOW
LINE IS MAINTAINED,
7, TPENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD ANDARID1 SPEC! FICATI ONS.
PLI> LIC WORKS
DEPARTMENT
0:. ;, T.,
Sf0. PLAN - 40S
1 - Ex. SEW
ER MAIN
PROPERTY LINE
�.--SPOOL (LENGTH AS NEEDED' i
o SEWER aitJBE i FUTT?RE 4" SIDE Se1h�R
J
4" S TLIO MARKING POST PAINTED
SEIkER MAIN TEE X 5' TEt 6" CAP rrF? c YAT14 THE WORD "SEWER' STENCIII-ED
COUPLING (iYP,)
ll't 3 41CH BLACK LETTERS AND #5 VARE
WRAPPED AROUND THE STUD AND
EXTENDED TO TFIE TOP OF THE STUD.
r
t:. 1
6'X8'X6" SURFACE C'LEANOUT Y "IT 1 CAST IRON RING A,NO CO`+ER
i I (EAST JORDAN !RON )WORKS PRODUCT NO. 003675C1.2 OR
> ' 9 APPROVED EQUAL SPECIFY "SEYFER" ON OD),
E2 (SEE STD. PLAN 403.1 FOR INSTALLATION)
i
JPA EAGLE THREADED CLEAN -OUT ADAPTER HUS
BEND � P.Jf (OR APPROVED EQUAL)
REQUIRED
-EXISTING SANITARY
SEWER MAIN .___2,07. MIN. SLOPc r
FUTURE 4" SIDE SEWER
_6" SEWER STus 6'X6'X6' Wye_ `FUTURE 6"x 4" REDUCER
�L SEWER MAIN SIZE X 6" TEE
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE" USING `STRONG -•BACK" FLEXIBLE COUPLLNGS (FERNCO OR APPROVED EQUAL).
R. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG. UACK' FLEX18LE COUPLINGS (FERNCQ OR APPROVED EQUAL).
C, Pvc uc Cg00 C VC MAIN _. CUT IN NEW TEE USING RIGID COUPLINGS OR CORE --DRILLED WITH A ROMAi; SADDLE
(OR APPROVED EQUAL).
D. DUC 1LE IRON MAINCORE-DRI__cD HiTH A ROMAC SADDLE. (OR APPROVED rRl1A>_l
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SMALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
.ef
3000 PSI Mil'" -/Z4.
t
yGCONCRETE
SILOCKING
/AJ 40t 4
2% MIN SLOPE
6" TEE
I InRt7-nNTn+_
t SEWER
6" MIN. MAIN
$ SEWER MAIN
tZL.TGG_ST
NQTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE !lR 3--5'
LOWER THAN -iHE LOWEST HOUSr ELEVATION.
WHICHEtrER iS COWER.
PUBLIC WORKS
DEPARTMENT
STANDARD DE SEWER
INSTALLATION
(SEWER MAIN TO PROPERTY LINE)
STD. PLAN' - 406.1
AL.L 90- TURNS SHALL BE ACCOMPLISHED
dY MEANS OF .A 'NNE WITH CLEiINOUT AND
45' SEND. TWO 45' BENDS SHALL. NOT BE I
a" SEND .AS REQUIRED (NO MORE ACCEPTABLE. (SEE NOTE III
THAN 45' BEND), EVERY 2ND 4" CLEANOUT WYE WITH --
CHANGE IN DIRECTION OR ;9RADE 1.5' BEND .AND PLUG.
WILL REQUIRE A SURFACE (SEE NOTE 11)
CLEANOLIT WYE. "SEE NOTE 1'1)
V, W i - _
cc
Of
r
HOUSE aI HOUSE CL T^ � HOUSE CL HOUSE
0
1
zl-0' MIN.
4' SEWER PIPE
SURFACE CLEANOUT -�
6".x 6"x6" WYE
I �` i" SURFACE IOC
CLEANOU f
(TYPICA LI
�- 4" SEWER PIPE, SEE NOTES 2
(SEE STD PLAN - 407, \
tvYE
i 4' TEST TEE WITH
AND 3. MINIMUM LINE SIZE FOR
WITH
% PLUG FACE UP
3 OTHER THAN SINGLE FAMILY IS 6"
I
PROPERTY LINE - CLEANOt T .,\
(T71PICAQ
NE
ti PROPERTY LINE
J
MIN
�,
6"r 4" REDUCER
z
cm
M
(TYPICAL)
�Ll
NO � ES:
�- r „
t IN• 1 HAYING
.E BtiL01Nl; SEWER SERVES .ANY FIXTURE F
K ; 1 FLOOD LEVEL RIMS LOCATED BELOW ?HE ELEVATION
',, Prior to instonatian of a sanitary sewer connection, aside -sewer
permit must be purchased from the City of Renton Public Works
a
4
o 1 OF THE NEXT UPSTREAM VANHOLE COVEP. OF THE
Department,
PUBLIC SEWER SYSTEM. A 8ACKFLOIV PREVENTION
}
DEVICE SUCH AS CLEAN CHECK EXTENDABLE
BACKWATER VALVE OR APPROVED EQUAL SHALL NE
2. Types of pipe and fittings that con be used for sanitary ^ewers
INSTALLED.
shall be apa. oved by the Department of PubliC Works. Rubber or
�' �
neoprene gaskets cs specified by the manufocturar, sha{f Se
4" FLEXIBLE COUPLING %FERNCO OR EQUAL)
used on joints.
J
Y
`cru SURF -ACE CLEANOUT
i - minimum grode of 2i (? 4" Per foot) must be maintained
_
y"x 4"x+4" WYE
with 4" pipe. In the event a :P grade cannot be maintained, the
owner roust siqn o City of Rentan grade relrasr. ;arm ant! .hen
1' PI?iNG
can install 6" p,pC at a g ad" of Ix
PLAN
yU1LDINC DRAIN FOR
4. Far inspection of side sewer, call 24 hours in advance. The
LOIN ELEVATION HOUSE
inspection phone nunher is on the side sewer permit. Site
must he ready far inspection and repre5,?ntativ?, nn site wl-ien
inspector crrives at appointed time. Side sewer and stub shcd
Inn tested per City specificoNons. Make the connection at the
MAIN TO PROPERTY LINE 5'-0" 5-0"
house. Do not backNill the ditch until aoprovol is liven by the
PROPERTY LING i FROM THE HOUSE BUILDING DRAM
inspector. Final approval will be granted after the existing septic
Mc'!
SIDE SEWER BUILDING SEUr'ER
�>'_g" \,
tank has been Dumped out an^ with
l
i=I i'-n"MIN--t
Ti, 3 t.
5. install ,ide sewer with 2' minimum cover. 18" cower is allowed
¢
,
at the house if outlet is shallow.
6. If is The be
side sewer stab not available. awre% slta{1
L� ITT Cn Cn l!k ^I.7
s onsible for its installation per standard drowinq 406.1. All
he don^ by
-
rn m K C r, ,- n zt x
work within street right-of-way shall a licensed and
m m
bande;J contractor.
n
S i "mC7 ,`FYI .tit TI ElH
U m il a' \
A!l work shall be accomplished in accordance with the Washington
rrn > > o
a'=, On cn -1 _ ^ K' C z ^ n i � m m
!ndustrial Safety and Health Act. (Mfl_H �tj
r, o , ➢mT nc
m ;a c,1; q� < qt �m �_ Z `c
rt - �j �� '� O .A
8. All trench restoration far side :;elvers in the public right-of-way
I
z r n
-
shall can,to the most current to--nch r.cstorntion
o; =VN Dm_no
a m m i5
rp ,_ r
reouiremenis as in the Renton Standard Drawings.
r5j t �. o
x Z O
o. urn o rn
rn
9. All building sewer and side sewers _that! have bedding in
x Cz r o
accordance with stenclord drawing, 405.
r°t v
:a
a :
z aa n
1G. There sha!I be a minimum 10 foot horizontal seoarotion between
m -o
c- !
sanitary side sewers and water services coil a minimum 5 foot
A
horizontal separotion b^_tween sanitary side sewers and qt! other
-n z
utb'ies.
_ h I
H. T'r�e deanout at the RighWnt-af v ai b_ ,n.,t...g llcd Der
.ALL FOR LOCATIONS', HEFORE YOU DIG
Stondord Pion 407. The cleoncut 0t the Du'Ainq shoe be
48 IR LOCATORS I - 8C Ll 4Ld-rij^ rJ
,stetted to surfa,= \.ro.'!c. Ali :,: _. ...,._., au.,- shall be �nstailed
e. to within 12" of thst:rfbcP!
fin 7
pCC.
1
PtJ�C WORKS
TYPICAL. BUILDING SEWER
.>"itt��
STD. �SAitl 406.2
IS.
�RO� �'�CS�L'i�i�i�'
9,.13�IE To
DFPr1T�`PNTETVT
Bi.511.,B1NG2 CONNECTION
S=393308
"AS -BUILT" NOTE:
"AS -BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR. C160068222
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
- 4t4t2::
sLtlr TOLIMA°IERT'a u N VD 'I. asp r? i �� I 1 tie' 17� 2t�1
16M
TOE. MA ENGINEERS AND � '" T u A SCALE �� � � ("ITY OF NE end ST 5�� �R EXTENSION -
TIv
LANE) RER ,RA,: U®R
��� RENTON SEWER ?ETAILSPAGE-
R,,Na:
DAN 'WE INCH _N T
255 SW -1st STREET - RENTON, WA 08057 01 11LIT I AT FULLa�ALE Planning/Building/Public Works Dept. T ?003B
HONE (425) 251-U 55 EAX (a25) 251-OILS 1F �TottEli,cH i ABC LOT i .�0�>- 0�4-
NO. REViS10N BY DAPS �PPPt " � : ^co?nicxLY s! 1: 4 o!: 4
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