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or 6!ffl,029j&57
WK GMETED TRANSITION COUPLING CONC X PVC
MANHOLE AMPLER (ROMAC OR APPROVED EQUAL)
,...#--EX Ir CONCRETE PIPE
Ir PVC STUB AS NEEDED MAINTAIN
TO CONNECT TO SSMH #1 EX SLOPE
A
BUILDING FOOTPRINT
TO `.R VA C41 MIN .0 MIN FFE 41.0
ir mwLwfrnnuf A r. an
STA 14+19, 3� LT
f/�17
V iDA J?A0
9
r
4* COMPACTED DEPTI
CRUSHED SURFACING
BASE COURSE
TRENCH RESTORATION
PER COR STANDARDS
SEWER PIPE
FO )—
SEE PROFU
EXAC T DEPTHS
� Z
4" TOPSOIL TYPE 8
MATCH EX GRADE (M)
1. PROTECTION AND RESTORATION
SHALL BE IN ACCORDANCE WITH
1-07.16 CITY OF RENTON
SUPPLEMENTAL SPECIFICATIONS
FOR THE 1996 STANDARD
SPECIFICATIONS,
2. ALL TRENCH RESTORATION SHALL
BE PER THE WRRIENT CITY OF
FUTON TRENCH RESTORATION AND
STREET OVERLAP REQUIREMENTS
ZY U40af STA 15+8Z 30' LT
RAV-57.62 IE 0 P/L 45.V JJ44500007 SHOULDER RESTORATION
IE CONNECTION 37.64
1874C Af E-49 J7 iAP6 _1 NO. SEE DETAIL ABOVE
5A
4450106-1615 r SIDES STUB
5C
TO PROPERTY NE 11�w At STA 14+849 2&(r 6* SIDE SEWER STUB Dr WOE
Cni
CH - Z" "I I'— PER COR SID RIM BR39 GM KAY
Air E=U#O SHALLOW COLLAR TYPE B TO PROPERTY LINE
dw- �w SEE DETAIL 0 SHEET SS-4 PER COR SID BR37 PER COR STD PLAN BR37 STA 16+32 19-4"R
1L= 112.70'
7W SW IF-54.0 L=31.88' V� � MIN 2.0%
L =31.66 1 u D=WlO'49* SEE DETAIL 0 ET SS-3 ,SE -DETAIL- -ON -%W.. SS-.4- ....--SKALLOW 01 C&W TYPE B
At 0 D=01*10'57"
L
LPD ENGINEERING, PLLC J.
7936 SEWARD PARK AVENUE S. N
SEATTLE, WASHINGTON 98118 /SVT
PH: 206.725.1211 FAX: 206.725.1211
1
FXPIRES 5/16/2006
20 0 10 20 411,
19=209
EX CONTOUR (INDEX) 4' C L F-A 66W
EX CONTOUR SIDE SEINER
PROPERTY LINE r SEWER MAIN
SEWER MANHOLE
FLOW DIRECTION
C900 PIPE SHALL BE USED WHERE
HORIZONTAL SEPARATION TO WATER LINE
IS LESS THAN 10 FEET AND VERTICAL
SEPARATION IS LESS THAN 18 INCHES
ALL SEWER MANHOLES IN NONE PAVED
AREAS SHALL HAVE 1 FOOT MIN
CLEARANCE CONCRETE SQUARE COLLAR
U=Vl lvzf WM Z_u I Tr) PER wm�,Ql rl M%j1
U STREET UGHT
D=05*21'16"
L71 SEE DETAIL�,Q� SHEET SS-3
NNW R= 4 -A LF 80
IV
tS3 V 8* A-52% PVC 0 r Br fhw M
AV&S STA 17+67* 22.6- LT
7 a
130 LF To QW2
SHALLOW MANHOLE COLLAR TYPE B
7
PER COR SID PLAN BR37
Ly LW Or"
CONTRACTOR TO EXPOSE
IF ------- SEE DETAIL ON SHEET SS-3
.... ......
------------ CONNECT TO EX PIPE AND VERIFY ELEVATION, SLOPE
AND LOCATION OF EXISTING
- ------------- - IIIIIIIIIIIIIIIIIIIIIiiiiijill,llllllllllll1111111111
IIIIIIIIIIIIIIIIIIIIIilillilljl
1111111111111111,1111lillilljllllllllllllllIlllllilI I
PAWW 7 *JT a
136 LF 80 C
...... 14+00. 50 15+00
13150 5 0 STUB PRIOR TO CONSTRUCTION
13+00
16+00
8 .52 16+56
--------------------------------
P
'Try WIED 1 7
8
M K TE)( STREET LIGHT 17+0&,
STA 14+31 230 LT
shington svvd PER COR STD PLAN OW180 SIDE SEWER TEE
Lake Wa FLIEXIBLE PAVEMENT PATCH (M)
SEE DETAIL ON SHEET SS-3 CONNECTION (TW) SIDE SEWER D 17 50
W/ 2'x2'x1' CONC PAD PER COR STD PLAN HR -23
(TYP)
SEE DETAIL ON SHEET SS-3 CONNECTION @
N: Sillg
931.6
��aV ................................................................................. W
6 Aw W7
fW 14A9Wif i4
01 ZV711111
ix &OW rLOOOVE-AR
55
.........................................................................................................................................................................................................................................................................................
EX GROUND 0 CA OF EX PIPE ACROSS ROADWAY
EX GROUND O'C/L OF PIPE
50
............................................................................................................
...... ............................................................. ................................................. ..................................................... 35 35
17 SEW AF
iF
45
......................................................................... . 30 so
.......................................................................................... ..............
STA 14t3l, CONNECTION Q' .2 Anvar _j
RIM 51.6t SEE DETAL pjM AWJM74
IAW"avw
IE 45.74 (C S) 150 rAcaw
���!.................
40
......................................................... ............................... .......................... .... ....... ............................... . ................................................................... ...............
STA-14+849 26.6 LT-
PER.COR STD PLAN W37
RIM 4M
IE 499 .�80. SNJ
35 Ir
.............................................................................. W.42A ................................................................. ................ 35
..... .......................... ..................................... ................................
M& 5C ME �' Id-
STA 16+32, 19.47 136 LF- r.
PER CDR STD PLAN BR37
Er A. AW
RIM 40.75
W 35.09 �Ifrr NJ ......
30
....................................................................................................................................................... . Ir 30
E 34A S ...................................................... ..............................................
ORM
C9W PIPE SHALL. BE USED WHERE
STA 17+V,, 22.F LT
xg
2002
HOWORTAL SOWAIM TO WATER LNE
PER COR STD PLAN OR37
5 U35 THAN 10 FEET AND VERTICAL.
:RIM 3621
SUMMON 5 LESS -THAN 18 "M IE 30.91
26
..................................... .......................... .........
...................................................................................................... ........................... E X INEE tlr.w) 25
• C cked or Compliance to City Standards
/17 (: S
79r a
WFV1 V1W
ROLL 1 91�'
a
FR
Kennydale Cafe Sewer Extension o� -25 -05
1322 Lake Washington Blvd
Sanitary Sewer Extension SS-2
Plan and Profile 2- 01 4
0 zarr
5
•
I
_j
93
93
_j
a.
LLJ
�i
z
0
9
0
SE 1/49 SW 1/49 5 BEC, T23N, R 5 En W1d.
Corvbction Detdl 8hoilder Reetoralion De1a1
T,
I
or 6!ffl,029j&57
WK GMETED TRANSITION COUPLING CONC X PVC
MANHOLE AMPLER (ROMAC OR APPROVED EQUAL)
,...#--EX Ir CONCRETE PIPE
Ir PVC STUB AS NEEDED MAINTAIN
TO CONNECT TO SSMH #1 EX SLOPE
A
BUILDING FOOTPRINT
TO `.R VA C41 MIN .0 MIN FFE 41.0
ir mwLwfrnnuf A r. an
STA 14+19, 3� LT
f/�17
V iDA J?A0
9
r
4* COMPACTED DEPTI
CRUSHED SURFACING
BASE COURSE
TRENCH RESTORATION
PER COR STANDARDS
SEWER PIPE
FO )—
SEE PROFU
EXAC T DEPTHS
� Z
4" TOPSOIL TYPE 8
MATCH EX GRADE (M)
1. PROTECTION AND RESTORATION
SHALL BE IN ACCORDANCE WITH
1-07.16 CITY OF RENTON
SUPPLEMENTAL SPECIFICATIONS
FOR THE 1996 STANDARD
SPECIFICATIONS,
2. ALL TRENCH RESTORATION SHALL
BE PER THE WRRIENT CITY OF
FUTON TRENCH RESTORATION AND
STREET OVERLAP REQUIREMENTS
ZY U40af STA 15+8Z 30' LT
RAV-57.62 IE 0 P/L 45.V JJ44500007 SHOULDER RESTORATION
IE CONNECTION 37.64
1874C Af E-49 J7 iAP6 _1 NO. SEE DETAIL ABOVE
5A
4450106-1615 r SIDES STUB
5C
TO PROPERTY NE 11�w At STA 14+849 2&(r 6* SIDE SEWER STUB Dr WOE
Cni
CH - Z" "I I'— PER COR SID RIM BR39 GM KAY
Air E=U#O SHALLOW COLLAR TYPE B TO PROPERTY LINE
dw- �w SEE DETAIL 0 SHEET SS-4 PER COR SID BR37 PER COR STD PLAN BR37 STA 16+32 19-4"R
1L= 112.70'
7W SW IF-54.0 L=31.88' V� � MIN 2.0%
L =31.66 1 u D=WlO'49* SEE DETAIL 0 ET SS-3 ,SE -DETAIL- -ON -%W.. SS-.4- ....--SKALLOW 01 C&W TYPE B
At 0 D=01*10'57"
L
LPD ENGINEERING, PLLC J.
7936 SEWARD PARK AVENUE S. N
SEATTLE, WASHINGTON 98118 /SVT
PH: 206.725.1211 FAX: 206.725.1211
1
FXPIRES 5/16/2006
20 0 10 20 411,
19=209
EX CONTOUR (INDEX) 4' C L F-A 66W
EX CONTOUR SIDE SEINER
PROPERTY LINE r SEWER MAIN
SEWER MANHOLE
FLOW DIRECTION
C900 PIPE SHALL BE USED WHERE
HORIZONTAL SEPARATION TO WATER LINE
IS LESS THAN 10 FEET AND VERTICAL
SEPARATION IS LESS THAN 18 INCHES
ALL SEWER MANHOLES IN NONE PAVED
AREAS SHALL HAVE 1 FOOT MIN
CLEARANCE CONCRETE SQUARE COLLAR
U=Vl lvzf WM Z_u I Tr) PER wm�,Ql rl M%j1
U STREET UGHT
D=05*21'16"
L71 SEE DETAIL�,Q� SHEET SS-3
NNW R= 4 -A LF 80
IV
tS3 V 8* A-52% PVC 0 r Br fhw M
AV&S STA 17+67* 22.6- LT
7 a
130 LF To QW2
SHALLOW MANHOLE COLLAR TYPE B
7
PER COR SID PLAN BR37
Ly LW Or"
CONTRACTOR TO EXPOSE
IF ------- SEE DETAIL ON SHEET SS-3
.... ......
------------ CONNECT TO EX PIPE AND VERIFY ELEVATION, SLOPE
AND LOCATION OF EXISTING
- ------------- - IIIIIIIIIIIIIIIIIIIIIiiiiijill,llllllllllll1111111111
IIIIIIIIIIIIIIIIIIIIIilillilljl
1111111111111111,1111lillilljllllllllllllllIlllllilI I
PAWW 7 *JT a
136 LF 80 C
...... 14+00. 50 15+00
13150 5 0 STUB PRIOR TO CONSTRUCTION
13+00
16+00
8 .52 16+56
--------------------------------
P
'Try WIED 1 7
8
M K TE)( STREET LIGHT 17+0&,
STA 14+31 230 LT
shington svvd PER COR STD PLAN OW180 SIDE SEWER TEE
Lake Wa FLIEXIBLE PAVEMENT PATCH (M)
SEE DETAIL ON SHEET SS-3 CONNECTION (TW) SIDE SEWER D 17 50
W/ 2'x2'x1' CONC PAD PER COR STD PLAN HR -23
(TYP)
SEE DETAIL ON SHEET SS-3 CONNECTION @
N: Sillg
931.6
��aV ................................................................................. W
6 Aw W7
fW 14A9Wif i4
01 ZV711111
ix &OW rLOOOVE-AR
55
.........................................................................................................................................................................................................................................................................................
EX GROUND 0 CA OF EX PIPE ACROSS ROADWAY
EX GROUND O'C/L OF PIPE
50
............................................................................................................
...... ............................................................. ................................................. ..................................................... 35 35
17 SEW AF
iF
45
......................................................................... . 30 so
.......................................................................................... ..............
STA 14t3l, CONNECTION Q' .2 Anvar _j
RIM 51.6t SEE DETAL pjM AWJM74
IAW"avw
IE 45.74 (C S) 150 rAcaw
���!.................
40
......................................................... ............................... .......................... .... ....... ............................... . ................................................................... ...............
STA-14+849 26.6 LT-
PER.COR STD PLAN W37
RIM 4M
IE 499 .�80. SNJ
35 Ir
.............................................................................. W.42A ................................................................. ................ 35
..... .......................... ..................................... ................................
M& 5C ME �' Id-
STA 16+32, 19.47 136 LF- r.
PER CDR STD PLAN BR37
Er A. AW
RIM 40.75
W 35.09 �Ifrr NJ ......
30
....................................................................................................................................................... . Ir 30
E 34A S ...................................................... ..............................................
ORM
C9W PIPE SHALL. BE USED WHERE
STA 17+V,, 22.F LT
xg
2002
HOWORTAL SOWAIM TO WATER LNE
PER COR STD PLAN OR37
5 U35 THAN 10 FEET AND VERTICAL.
:RIM 3621
SUMMON 5 LESS -THAN 18 "M IE 30.91
26
..................................... .......................... .........
...................................................................................................... ........................... E X INEE tlr.w) 25
• C cked or Compliance to City Standards
/17 (: S
79r a
WFV1 V1W
ROLL 1 91�'
a
FR
Kennydale Cafe Sewer Extension o� -25 -05
1322 Lake Washington Blvd
Sanitary Sewer Extension SS-2
Plan and Profile 2- 01 4
0 zarr
5
•
I