HomeMy WebLinkAboutS-435304M
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PROPOSED 6" PVC SIDE SEWER MAIN
SEEE COR. STD. 406.2
(UNDER SEPARATE PERMIT)
PROPOSED 48" MANHOLE STA.0+00
(N: 5375.0027, E: 5270.4968)
RIM=319.50
IE=310.62
SEE COR. STD. 400.1 & 401.1
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FF=322.7
\ CONNECT WITH
\ EXISTING HOUSE SEWER
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1 IE=319.0
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Know what's below.
Call before you dig.
2' CONCRETE RING PER
NOTE 8 ON STD 400.1
CLEAN OU
IM=318.50 /
IE=31 .0 /
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SEE COR.STD.406.1
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1.5' COMPACTED CSBC 0
95% COMPACTION
/ SEE WSDOT. SPEC 9-03.9(3)
PROPOSED 8" DIAM. PVC SEWER MAIN
EXISTING HOUSE
EXISTING CO. STA.1+115.0 i
(N:5374.7190, E: 5385.4971) \
RIM=317.52
EXISTING 8" PVC SEWER MAIN
GARAGE - IE=310.16 6" TEMPORARY ROLLING CURB
FF=320.9 / _
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CONNECT TO EXISTING 8 SEWER MAIN FOR TESC EXISTING 56" MANHOLE
CONTRACTOR SHALL FIELD VERIFY I o
THE EXISTING IE PRIOR TO CONSTRUCTION RIM=315.69
,N,S)=309.92
g
RETORATION LIMIT
PROPOSED 15' EAS ENT
._B-
- 66L = 6� �- - - - - - - - - �- - - - - - -. - - - - - - - -
x 7-
-
Bp--.BPSBP--BP tB�=_-BP. BP - - 'BP -.- BP _BP.- ggpp-' �/� 8 -.BP _ _ BCL _ BCL .- - BC. - BCL - -.BCL - - �CL -. ftL - ZtL �L- .�L = _ I - I J
_--_ - BCL - BOL - - BP
r BP _ B vJ
_ _ _ _ _ _ _ _ _ _� - - L BCL - - BCL - BC - - �CL _ - BCL - - I L. _. _ oI
- -\ - - - -. - BCL _
BP - - - - - - - BCL - - - - . - - - - - - - - - - - - _ - - - - - - - - - - - - -. - -
� - 'BCL -. BCC � CL� - 8 L - -\�CL ._ - BCL -.- BCL -. BCL - 8CL _ _ .BCC _ I I �� S S
ee i I BCL. 1� I { I I -
\ I S S- j I
G--G--G= -G --G-G-T"G.--G. G-=G.=-/ =_ CO
G --.G - L.G - G---------.----.------------------------.----- ----=� ----G G--------------�= hO¢-G- +� c--GGss=G =G� c-� G --
_wXw
-w--. --wow--w--w--w--w--w--w--w-- --.--w.--w-- - -- -- X -- X -- ---X--'w- w -w- - ----r-w-.\/_ / . -
w w w w w
w
\ >� TORATION LIMIT
- - --- - ------ \- \ ---w--w--w--w--w--w- w--w-- --w-
�.
RE MI � _ � _ I �
- - .- -. - - - - - .- - - - - - - - - - - - - - - - - - HEDGE - - - - - - - - - - - - - - - - - - - -- - -k - - - - - - - - - - I� �- G7
ST -- ST
X,.... _�
SILT FENCE ` ST
SEE COR STD. PLAN 214.00 FOR DETAILS INLET PROTECTION
oa°Ia SEE COR STD. PLAN 216.30 FOR DETAILS
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PROPOSED 41
MANHOLE
RIM=319.50
/ IE=310.62
ADJUST INVERT AS
NEEDED TO MATCH PIPE
SLOPE.
GRAVEL AREA
O 6" COMPACTED CSTC
95% COMPACTION
SEE WSDOT. SPEC 9-03.9(3)
/ GRAVEL BACKFILL
SEE WSDOT. SPEC 9-03.12(4)
ROADWAY TRENCH RESTORATION DETAILS
LEGEND
EXISTING WATER MAIN
EXISTING UNDERGROUND POWER LINE
EXISTING GAS LINE
EXISTING OVERHEAD POWER LINE
EXISTING SEWER MAIN
PROPOSED SIDE SEWER
LOT LINE
6" TEMPORARY ROLLING CURB
FOR TESC
(PROPOSED EASEMENT LIMIT
RETORATION LI
NTS
- BP - - BP - - BP - - BP - - BP
- G - - G - - G - -
-OP- -OP- -OP- -
- S S
S S
-X X X X >
O Ni I
h� al Ve.
RT
S
O y mw IL
40
fiS/O\AL0.
N0.
- 10 5 0 10 20
co
SCALE IN FEET
EXISTING HOUSE
GARAGE
FF=317.6
3"
CONTRACTOR SHALL MAINTAIN ACCESS FOR ALL
RESIDENTS DURING CONSTRUCTION.
JLV
- - EXISTING SURFACE
- - - - - - _ REMOVED THE
- - - - - _ EXISTING CO
E IS
MANHOLE
RIM=315.69
- - IE=309.92
MH--�---I
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0.5% MINIMUM I I
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MATCH SLOPE OF I I
EXISTING SEWER MAIN.
EXISTING 8" DIAM SEWER MAIN I MH I
I I
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8" DIAM. PVC, L=115.0', S=0.4%
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310 I
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CONTRACTOR SHALL FIELD VERIFY THE
EXISTING PIPE IE PRIOR TO CONSTRUCTION
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0+00
NOTE:
UTILITIES PER RECORD ARE FOR REFERENCE ONLY
REVISION
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
BY I DATE I APPR APPROVED:
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
1 +00
SEWER MAIN PROFILE
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
H: V=10'
V: 1 "=2'
CITY OF
RENTON
Planning/Building/Public Works Dept.
1 +80
S-435304
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
HBray 12/08/2025
:0]
0
WASTEWATER UTILITY
jstowell 12/09/2025
DATE:
2525 RESIDENT SEWER PLAN FIELDBOOK
PAGE:
NO -
SEWER MAIN PLAN DRAWIC-4.0
SHEET: ^ OF: 10
00
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