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CITY OF RENTON
[DEPARTMENT OF PUBLIC WORKS
APPROVED BY DATE
APPROVED BY DATE
APPROVED BY DATE
APPROVED BY DATE
ASBUILT SEWER NOTES AND DETAILS
FOR
COPPERWOOD
PTN OF THE NW1/4, OF THE SE1/4 OF SEC.15
TWP. 23 N., RGE 5 EAST, W. M.
CITY OF RENTON, KING COUNTY, STATE OF WASHINGTON
PROPERTY LINE,'
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN
LINES ARE AS FOLLOWS:
A. ATRIPIED CLAY MAIN -,- CUT IN A NEW SECTON OF SEWER MAIN WITH
A NEW TEE USING FLEABLE COUPLINGS
(FEERNCO OR APPROVED EOUTAL).
B_ CONCRETE MAIN — CUT ;IN A NEW SECTION OF SEWER MAIN WITH
A NEW TEE USING FLEXIBLE COUPLINGS
(FERINCO CAR APPROVED E JAL)
G. ,PVC MAIN - C DRILLED V41-H A RO MAG SADDLE (OR APPROVED
EOLIAL) OR CUT IN A NEW TEE USING RIG10 COUPLINGS.
D::DUCTILE IRON MAIN - CORE -DRILLED WITH A RIB, ADDLE (OR
APPROVED ECdUAL)
E. MANHOLE CONNECTION -- ALL CONNECTIONS TO MANHOLES SHALL BE
AT MANUFACTURED KNOCK —OUTS OR THE.
STRUCTURE SHALL BE CORE DRILLER-
60" ALLOWABLE MAX,
FOR CAST IRON PIPE
OR DUCTILE IRON DIRE
I!
PLAINUNLESS OTHEIRWSE SHOWN ON
. OWER
1)+M THE LOWEST HOUSE ELEVAI)ON, WHICHEVER [S� LOWER,
PLTBT ARKS STANDARD MOM A
3 DE ENT
•a rri..�s+r r: a �Er rr+w
4
REVISED
WALL AT
BACK OF LOTS 1 1-18
3
REVISED
PER CITY
REVIEW
2
REVISED
PER CITY
REVIEW
1
REVISED
PER CITY
REVIEW
NO.
REVISION
SLOPE
,R M AIN
TYP)!: AL SIT})= SEWER ELEVATION
2 "x4"
MARKER
10' JOINT UE
3W
PAD EL M z
ER PLAN
�,- CO (TYP)
5-381413
�00" 'URNS: SHALL sib: A;CUMPI ,
MEANS OF A WYE ANO 45' 801 .
BENDS SHALL NOT BE ACCEPTAF
4" SE140 AS RE,,¢IURI,
THAN 45- BEND). EVEr� s'
CHANO� IN DIRE"ON OR GRADE GNU '�D AND
REQUIRE A SURFACE
CLEANOUT WYE [
i `af.Msi+ PIPE
--1 SIiFtFACE
stJRFAiE C1E14Mt]I1T � (TRPtCAL)
6. 6"xb'' WYE CLEA UT - 4" SEWER PIPE, SEE. NOTES 2
{'SEE STD PLAN - 407' WYE AND 3. MINIMUM i#dE SiZE FOR
L4" CLEANOUT OTHER THAN SINGLE FAMILY IS 6
Er WYE NTH P UCL � � PROPERTY LINE
(TYPICAL"<
vi
NFPAIINIF
NOTE-J.
I Lrir to ;r,sYallaT a sxrniiary sewer connection. aelate-sager
SEWER SE S AN,=i4VING _ st he -,�_ur.chas*d from the City of Renton Public Works
FLOW LEVI L RIMS LOCATED DEL 1, `ION
OF THE NEXT LIPSTRIAM MAFIIO c HE
PURLIG fiEWER SYSTEM, A BAahFILON 2FW" of pipe and fittings that can br
DEVICE SUCH AS CLEAN C"EC`I�. EX7ENC ABLE
BACKWATER'VALVE OR APPROVED EQUAL SHALL RE shwa be approved by the %ef artmen t
a INSTALLED- neoprene gaskets as specified by
m ` used an kiints.
4" FLEXIBLE CL ING (FERINCO OR EQUAL)
2 S A minimum grade of 2% f 1 /4' pwr .si tr., mawaained
TIPFk{E ':CrANCFIT" with 4" pipe. In the evert n 2% : not be maintained, the
' own0e roust sig , ��e roleas* farm the
cw insicii= 5' C
a For nspv.:, r in advance The
BUILDING ORAIN FOFC inspection prior- -ides .. �,n the side sewer permit. Site
LOW ELEVATION HOUSE must be ready ' speet,._."; and representative on site when
inspector arrive- appazntod tine: :side sewer and stub shall
be tested per ; - specifications. Mate the connection at the
MAIN TO PROPERTY LINEb`--G" V--0" house, Do not Irack#Itl the ditch until approval is given by the
PROPERTYLINE_FROM THE I OUSF BUILDING DR.AtN inspector Finnl approval will tie granted titter the existing septic
SIDE SfNEFt BUILDING SEWER tank has been pumped out and filled with sand,
_r" r
--ewer wit` r- o- cover, 18" .Cover +s 41kiwed
the I s
— � 7 allow
% side 9ew jj r I svatitabte. The yawner shoo be
_-vorlslble s installation per standard drawing 4015,I All
� work w,iw ..
--aht-of-way shall be done by o =,' 3 � and fi ��. � .,
rn -5 _ bonded
7; AtI work sho shed in accordance wir , Stan
Induirtriol Sctfetg n t, (WSY,A)
M.
' iI All trench restoratecw for side S*wefs in the public erghi= way
$hail conform to the most curren, finch restoration
c4 requirements ,as in the Reritzc _ "rd Dra wing&
m x r
9 All budding sewer and side sewers have bedding in
' r aceordops ` with standard draw ,,,
s r ar'
10. There shall be ca cao-driernvm iC separation between
sat+atary side sawyers and water services and a minimum b foot
horizontal separation between sanitary ski n sewers aind & other
c
2 uttlsa
CALL FOR LOCATIONS 'BEES
48HR LOCATORS 1-800--4�214
-But 40 SEWER !!M. P1 N - 406.2
T'L1Bf b-_ tiS IF � M Pl' OPF 1-INE TO
I�FA1 EsUlt.�►IHt31Ctaa�[IC,T1�1N P'T'F
3' MIN TO 6' VERTICAL BEND
0 CROSSING
IE=PER PLAN
\ \ \
IE=PER PLAN 12" MIN
LENGTH & SLOPE #2 \ \ \ \ \ 12 MIN
PER PLAN. 2% SLOPE SD PER \
MIN. 45% MAX PLAN
SURVEYED:
BCE
BJT
7/9/ 15
BJT
DESIGNED:
BJT
BJT
4/22/15
BJT
RAG
3/30/15
BJT
Dw'W
RAG
BJT
1 / 15/ 15
BJT
CHECKED:
BJT
BY
DATE
APPR
I APPROVED:
BJT
LENGTH & SLOPE
#1 PER PLAN
45% SLOPE MAX
0 2% MIN
SCALE:
HORIZ.: N/A
VERT.: N/A
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
IE 8" 0 MAIN
PER PLAN
53' R/W
VARIES I VARIES
SEE SEE
1
SEWERMAIN
TEE CONNECTION
10' JOINT UE 1' TYP
PAD EL
DCD DI AAII
5'
WATERMAIN CO (TYP)
6" SIDE SEWER
SERVICE STUB
VARIES PER PLAN MIN
IE=PER PLAN
SANITARY SEWER STUB CROSSING DETAIL
NOT TO SCALE
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
3' MIN TO 6'
T
GW
I
1 23 p ��
�SIONA L ECG\
3/8/1(0
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PER AS — BOIL T REI/ISIDNS 3/8/16
CITY OF ASBUILT SEWER NOTES AND DETAILS
RENTON COPPERWOOD
QUADRANT HOMES
Planning/Building/Public Works Dept. 14725 SE 36TH ST. SUITE 200
F I FVUE, WA 98006
v V %,-
3/8/16
nELDBOOK:
PAGE:
DRAWING NO:
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