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INTERSECTION R & CE
STA. 10+00
VEW SIDE SEWER
IECT TO EXISTING r' I
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SDMH --
RIM=423.12 Ir'-
INV=416.98 12"E) 1
INV=416.7812"SE) >
IW
W
WIDTH z
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VARIES IJ
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4' MIN. TO
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12' MAX.
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\-8" SEWER MAIN
SEWER
SECTION W/IN EASEMENT
ON PARCEL #032305-9136
INTERSECTION R & CE
STA. 10+00
VEW SIDE SEWER
IECT TO EXISTING r' I
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SDMH --
RIM=423.12 Ir'-
INV=416.98 12"E) 1
INV=416.7812"SE) >
CALL 811 BEFORE YOU DIG!
OFFS ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
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I 1
18ADI
I
2'ADS
EOUND MON._)
IN CASE I
I
RIM=423.50
IE=418.58, 8"(OUT)
IE=418.68, 8"(IN)
Q)
IV
MIN. FF ELEV=424.50
I I
EXISTING
HOUSE
I
LSSCO
RIM=421. _
In
MANHOLE FRAME AND COVER
IIps
PER DRAWING 401,
Y
1
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I I
MIII N�'FF�LEV=42 0
g11N.
°
4' MIN. TO
m o
12' MAX.
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450
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12• 4 N o
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00
4 > a
4' 9 54'
S 4
• .4• '4 u
oW
p
a
440
1. 57EPS TO BE POLYPROPYLENE SAFETY STEPS
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
440
3. COATNG TO BE PER DRAWNG 101.
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4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
.... ....__.. ........
.
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
6. ALL JOINTS SHALL BE GROUTED.
7. SANITARY SEWER MANHOLES SHALL HAYS ALL INTERIOR SURFACES. INCLUDING
CHANNEDNG. COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC-AROSHIELD OR APPROVED EOUAL COLOR OF COATING SMALL BE INHITE.
8. RUBBER GASKEIED JUNIS SHALL BE IN CONFORMANCE -WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE
/1
LARGEST PIPE.
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10, CONNECTIONS TO MANI SHALL BE MADE USING GPK ADAPTOR. KOR-N-SEAL
430
BOOTS OR APPROVED EOUAL
MAINTAIN
48° COVER
• PUBLIC WORKS
SANITARY YANtlOLE
�' PLAN - 400'E
430
DEPARiI@HP
SRA J.OMI-
_.....:._.
....MINIMUM
-TYPICAL..._.
MARCH 2008
CALL 811 BEFORE YOU DIG!
OFFS ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E.
U)
I 1
18ADI
I
2'ADS
EOUND MON._)
IN CASE I
I
RIM=423.50
IE=418.58, 8"(OUT)
IE=418.68, 8"(IN)
Q)
IV
MIN. FF ELEV=424.50
I I
EXISTING
HOUSE
I
LSSCO
RIM=421. _
4' CHAIN
NK FENCE
In
IIps
O I
Y
1
I
I I
MIII N�'FF�LEV=42 0
g11N.
°
FF LEV= 34.
m o
I I IN.
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0,
+'
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4' CHAIN
NK FENCE
RIM=424.71
IE=419.59, 8" OUT)
IE=419.69, 8" IN)
i
CIV
a
SHE-) \,
0 ' S
SI I[ 1
ti
RIM=451.53
IE=445.00, 8"(OUT)
E=445.17, 6" IN)
i
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MIN. FF ELEV=455.00
1 0 0
00
o+0)
d
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N W
r
i9 "19),
1 M_ 4 07.57
NV; 4:)3.58(12"N,S,E)
E ENT TAROUGH BARGEE #032305-9136 MUST BE
ND. APPROVED_BY CITY OF RENTON PRIOR.. TO
UCTI N
N- 5 SHALLOW SANITARY SEWER
NOTE:° BE PER CURENT
OCITY OFLRENTONCSTREET OVERLAYRESTORATIONSAND TRENCH RESTORATION DETAIL MANHOLES PER STANDARD
- PLAN #400.2
A Fi
IE=417.24, o" OUT)
IE=417.34, 8"�IN)-NEW
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
NOTE,
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG, 811
^_ PAVED SECTION, INSTALL NEW 8 CLEAN OUTV V V V
IE=447.51, 8" (PER CIVIL DESIGN LANGLEY RIDGE ® MAY CREEK)
CONTRACTOR TO AS -BUILT PRIOR TO SEWER CONSTRUCTION
1 ?NE 25th STREET
j- i I
1,r/
0
Ed
ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED
AT MINIMUM SLOPE=2.00%, TYPICAL.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
RECOMMENDED FOR APPROVAL
By._;E Date -
By, Date,
By,
By,
Date,
In
RR TIE w
7. MALL d
EXISTING
1
IIOUSE
BLOCK
RIM=424.71
IE=419.59, 8" OUT)
IE=419.69, 8" IN)
i
CIV
a
SHE-) \,
0 ' S
SI I[ 1
ti
RIM=451.53
IE=445.00, 8"(OUT)
E=445.17, 6" IN)
i
�I O�
MIN. FF ELEV=455.00
1 0 0
00
o+0)
d
' Q I
N W
r
i9 "19),
1 M_ 4 07.57
NV; 4:)3.58(12"N,S,E)
E ENT TAROUGH BARGEE #032305-9136 MUST BE
ND. APPROVED_BY CITY OF RENTON PRIOR.. TO
UCTI N
N- 5 SHALLOW SANITARY SEWER
NOTE:° BE PER CURENT
OCITY OFLRENTONCSTREET OVERLAYRESTORATIONSAND TRENCH RESTORATION DETAIL MANHOLES PER STANDARD
- PLAN #400.2
A Fi
IE=417.24, o" OUT)
IE=417.34, 8"�IN)-NEW
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT.
NOTE,
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG, 811
^_ PAVED SECTION, INSTALL NEW 8 CLEAN OUTV V V V
IE=447.51, 8" (PER CIVIL DESIGN LANGLEY RIDGE ® MAY CREEK)
CONTRACTOR TO AS -BUILT PRIOR TO SEWER CONSTRUCTION
1 ?NE 25th STREET
j- i I
1,r/
0
Ed
ALL SANITARY SIDE SEWER STUBS SHALL BE PVC PLACED
AT MINIMUM SLOPE=2.00%, TYPICAL.
GRAPHIC SCALE
0 15 30 60
1 inch = 30 feet
RECOMMENDED FOR APPROVAL
By._;E Date -
By, Date,
By,
By,
Date,
I0I41S=375
0 EX. SSMJSMH#'2H SSMH 1=IERIM=424.71
.. _. :....RIM 423:89... -. .:_ - _... ......RIM423.50_... _...._.. - -419.59, 8" OUT) .. _...
[E=417.24, 8" OUT): IE=418.58, 8" OUT) IE 419.69, 8°(IN)
IE=417.34, 8°�IN) NEW IE=418.68, 8"�IN)
10+00-_... _ 1.1+00 12+00 _ 13+00 14+00
..I::.QF�,-
"�o.Y SITE sum Er&MAPPInc
SCALE CITY O F MAY CREEK COURT SHORT PLAT 09/11/2014
:. ,�..
D.L °`�' P.E. " _ RENTON
Z __ „I VINEYARDS CONSTRUCTION, LLC
2J4ffl _-- ----- D.L. OFFS, P.E. �___�4reNM1 DATUM SEWER PLAN & PROFILE °^^
ISTE)IFS-.* _ - - - °EJ°D' � Planning/Building/Public Works Dept. 2530 DUVALL AVENUE NE
INAL 6 09/11/2014 N0. REVISION BY DATE APPR AAPRohu 1IME Ly s¢n 7 '12
SEWER
450
z
00
oW
440
440
dof--
.... ....__.. ........
.
/1
Dw
430
MAINTAIN
48° COVER
/ /� ..� - $ IPS G SS�S�
Co<0 -
430
....._ .__._.
._._ ._.. :.._. ..
_.....:._.
....MINIMUM
-TYPICAL..._.
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-
i
O -
�
Ui M)
N
u n
420 i
II
'..
-
420
I.. _ _124LF., 8- PVC SS®S=T.00%. . �.I.
._ _
._. _ ...
----
-- STORM
Li
I0I41S=375
0 EX. SSMJSMH#'2H SSMH 1=IERIM=424.71
.. _. :....RIM 423:89... -. .:_ - _... ......RIM423.50_... _...._.. - -419.59, 8" OUT) .. _...
[E=417.24, 8" OUT): IE=418.58, 8" OUT) IE 419.69, 8°(IN)
IE=417.34, 8°�IN) NEW IE=418.68, 8"�IN)
10+00-_... _ 1.1+00 12+00 _ 13+00 14+00
..I::.QF�,-
"�o.Y SITE sum Er&MAPPInc
SCALE CITY O F MAY CREEK COURT SHORT PLAT 09/11/2014
:. ,�..
D.L °`�' P.E. " _ RENTON
Z __ „I VINEYARDS CONSTRUCTION, LLC
2J4ffl _-- ----- D.L. OFFS, P.E. �___�4reNM1 DATUM SEWER PLAN & PROFILE °^^
ISTE)IFS-.* _ - - - °EJ°D' � Planning/Building/Public Works Dept. 2530 DUVALL AVENUE NE
INAL 6 09/11/2014 N0. REVISION BY DATE APPR AAPRohu 1IME Ly s¢n 7 '12
SEWER