HomeMy WebLinkAboutD-2884201'?78
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sCarolvEO MAR -2 82003
PROPERTY LINE
. .. _
6' —.,
FUTURE
BUILDING SEWER
6" BUILDING SEWER PIPE ih _ _ _
i — — — — — — - --
LA 2 "x 4" STUD SERVICE MARKER PAINT UPPER
—TEE WITH 6" SIDE OUTLET I PORTION WHITE ANS STENCIL ON SIDE
WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
_ AND WIRE WRAPPED AROUND THE STUD AND
6
6" SIDE SEWER AND BUILDING SEWER 0 EXTENDED TO THE` TOP OF THE STUD.
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UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE' SECURED TO SEWER MAIN WITH' STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTINO MAIN.
ALL 90' TURNS bHAU_
4 ". CLEANOUT WYE WITH - BE ACCOMPUS,HED BY MEANS NOTES:
45• BEND AND PLUG. OF A WYE MID 4W BEND. t. Prior b Installation of a sanitary sswr oonnaetian,
? I =' =I TW0 45' BENDS SHALL NOT a aide —rwr permit must be pw haeed from tiro City of
BE ACCEPTABLE. Renton Public Waft Department
2 Tip. of ppe and tittkr Mat tan 6e used tar sar{t.xy
wean shoo be apP aa��c by h' Doparbm t of P Rk Works.
g. p' of el ar�fnoopr aakab oe specified by Ma mawWctaar.
HOUSE a l HOUSE a- HOUSE a. HOUSE A maintained aAHr 4' p (1�tlr per �u be
vde
I S' nice at,a grade of 7X
ay t� MCRy The owner iA a Or
3 0" MIN• 4. far iwPectlaa 7 side Site all 24 hours
h adtarna: 277 -5570. Site must be ready fatnePaatba
4° SEWER PIPE and neprasenntetNs an tlb Shen sewer an
o) 4" SURFACE (TYPICAL) shall dm at a Side and ewe
IN gpANOUT 4" SEWER PIPE SEE NOTES 2 AND 3 Make Ms mnnsetkn ,° a °n po not baeMD
w - WILL " TES'i TEE MATH MINIMUM' LINE SIZE FOR OTHER 1HAN the ditch uMBr ppro"ei M oh by Me not bucr.
�+
- PLUG FACE UP SINGLE FAMILY !S 8" Fled be granted after Ma
I PROPERTY LINE y4y�yE TM O I (KCAL)- —) Find 0t� kY°tiae bem pumped oat uia me0 ay`e�M eaoa
_ _PROPERTY LINE 5. Inetdl sWeeewsr with 2' m8ni:rum never. !8°
sm m eowr is allowed at Me house If outlet le whaoow.
o f; MW. o 0 6 'x 4^ REDUCER o
(TYPICAL) o. If etch asrer stub Is not a atwbro ho 10 sew or
N
�I b'naaf b °�'°mkr °no �o i:° 'rho .10 le not
L LAAIN SEER LINE j�, awooble the main sewer tine must be topped
tan AN
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60' ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
1:3:5 M9%ERMAIN G
G G \N
CONCRE O
BLOCKIN
2% MIN SLOPE
HORIZONTAL
OUTLET TEE
' SEWER MAIN
6" MIN.
CONCRETE BLOCKING ANGLE
4hru a cast paddle. work within
TYPICAL BUILDING' SEWER INSTALLATION PLAN mnra ell sarcantr_aator°� be lows by a Daeceat
z 4" SOIL PIPE 7• wtlh the MMIaK+bs ascamplN al rya
SEWER
ac " r " CaLDER COUPLING HA NGWFLOOD LEVEL:RIAS LOCATED BELOW THE yip
W b
o z N oR EWnt TD. FIT THE Wleuc sEV�R�S151�EA1, ABAt,SCFL'PROUEV�ENnaN' 6" Haft eWs ewers (n the geblic'-
is g
m m. t n SURFACE � OUT ? 9. All buk9ey,-sewer and ahhmm an dw9• current
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�. vp DEVICE SHALL BE EQUAL TO TYPER. 2 —Ni4: All b.atron saweremdnt.
4° PIPING WN as apWta� neo tl+ draeks awls ar
4 x a "x a" TEST TEE _ � EC�T��NG o The a shall be a mNimum !0 taofhorizontd seperaGm FACE UP AND PLUGGED between .sanitary sMe sswsm and water services and a
W minimum 5 foot harken" separation b tveon wn%wy etch 4 NIPPLE .. SURFACE CLEANDUT sewers and aiL other uaitim
� 6"x O LING TO m a'z PING wYE F- _ ' EN Cg TO FlT 4' PIPING
g 9 PLAN — TYPICAL BUILDING SEWER
1 I I�l10kE 2k4` STUD AND CAP DR PLUG BUILDING DRAIN
WE m o ON END EXISTING e" PIPE, FOR LOW HOUSE SIDE SEWER (PROPERTY LINE),
a AND INSTALL BUILDING SEWER COUPLINGS,
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o va o3
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OF •IEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION STANDARD SIDE SEWER INSTALLATION
ELEVATION (SEWER MAIN' TO PROPERTY LINE)
NOTE: �� Y p� ADOPTED
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY �O4 CITY of RENTox
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. i° STANDARD PLANS
I3T DATE: 77_, %96
i I � TEES AND BENDS AS REWIRED. TO BUILDING CONNECTION
PROPERTY LINE I �— INSTALLATION PLAN
z ilf —SEE SIDE SEWER DETAIL
�� D PROP��Y LINE' V\•� CITY of EREENTON
ag m I r; SIDE OUTLET TEE CALL FOR LOCATIONS BEFORE YOU DIG +
�� I I SEE NOTE :6 SEWER MAW 48HR LOCATORS 1- 800 - 424 -5555 p� STANDARD PLANS
a PLAN (� LSf DATE: 12/96
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DCV AG
!0 7 edited "ate DWG. NAME: BR39 SP PAGE: REVISION BY APPR' _ :B
BUILDING SEWER
INSTALLATION !0/17/98 Edited text OCV AG.
DATE REVISION BY APPR DWG. NAME: BR35 SP PAGE: 8082
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R/W
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i R/W
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Y4°
12" MIN. I
-- -- �L- - - - - --
___ - - --1 - - - -- - -- - - - - - -- 12' MIN.
--- - - - - -- J I
- -- L -J CAP I
2% MIN. --
12" MIN.
��_ -_ - - --
-- `- - - - - -- -------- - - - - -- 12" MIN.
- t J I
L -J CAP —' I
1/8 OR 1/16 BEND
AS REQUIRED
6" WYE 2% MIN.
NEW 6" SIDE SEWER
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PROPOSED STORM SEWER PIPE �� _ _
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6 "x 4" REDUCER
SADDLE W 6 TEE ROMAX
/ (
OR APPROVED EQUAL). i `
TAP THROUGH SADDLE 6" MIN. 1 6" WE EXISTING SIDE SEWER
SECURED TO MAIN WITH 1�` �/
STAINLESS STEEL BANDS
EXISTING SANITARY SEWER
TO BE ABANDONED
2% MIN. 1/8 OR 1/16 BEND
AS REQUIRED
NEW 6" SIDE SEWER
EXISTING SEWER MAIN
TYPICAL STUB ION FOR SEWER REPLACEMENT
CONNECT
ECTIOi�] PASSES UNDER PROPOSED STORM SEWER PIPE,
NEW CONNECTION
NOT TO' : SCALE
SADDLE W/ 6" TEE (ROMAX
) 6" MIN. �i 6 "x 4" REDUCER
OR APPROVED EQUAL: TAP
THROUGH SADDLE SECURED _ i
TO MAIN WITH STAINLESS
STEEL BANDS ; 1 EXISTING SIDE SEWER
�� ��
EXISTING SANITARY SEWER
2% MIN. _ TO BE ABANDONED
PROPOSED STORM SEWER PIPE
EXISTING N
COANNECTION FOR SEWER REPLACEMENT RECOMMENDED FOR APPROVAL
er: Date: all o
OPQ�SED STORM SEWER PEE gr: Date: a r
NEW CONNECTION PASSES DYER PR Isr: v Date:
Br= Date:
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SHEET'
T: 31:
0 1" 2"
OF: 32
TWO INCHES, FULL SCALE.,
JOB NO.S 00716
IF 5w0"rt2 -2SoJ. NOT. SCALE ACCORDINGLY
DWG: ''DET- SERVICE
1'?78
pru
sCarolvEO MAR -2 82003