HomeMy WebLinkAboutS-4115070
O
CN
0
1; i
m
Q
z
U_
ALL WORK SHOWN ON THIS SHEET IS IN KING COUNTY
RIGHT OF WAY. A PERMIT WILL BE REQUIRED FROM
KING COUNTY PRIOR TO THE START OF WORK
SSMH 19 48"0
PER COR STD 400.1
W/ COVER & FRAME
PER COR 401
STA:53+21.19, 0.00Q'
RIM:'44 44
IE=43340 10" (W)431
IE=43230 10" (S)431
V)
_Q n f 438 0
N O
Ld
0
O
0
RESTORATION WITHIN KING COUNTY R-O-W SHALL COMPLY
WITH KING COUNTY ROAD STANDARDS
6" PVC SIDE SEWER
0 2.0% MIN
IE = 432.90
wo
=�
II
N W
1 T.L. 122970-0100
=-436 -
�. M
_
w
�
I
49'wo
w�
��
w
Oo \
N'
w \
_j
O
C) w
-
I
442\
3
yr
�+
zn
11
O r7
O
O
Ln
II
w
O w
U-
N
444
N II
w
I
-
I
I
455
450
445
440
435
430
425
420
CONTINUATION -SEE SHEET 17
I
I
n
Tl P'VI_ _Sfrll-�rume}r
0 -kNAI
6" PVC SIDE SEWER
v
0 2.0% MIN
I
wN
IEZ = 432.80�-- .
w
dII
00
I
Ljj
)
LL O
L-�tIIOO
c�v
ww
IIw
Lj
T.L. Z70
-0 95
II
-
-436 -
M,�
as
_
-436--
--L
M
M .-
M .
M
166TH AVE
Q
I
\L -
6" PVC SIDE SEWER
02.0%MIN
w�
IE = 432.50
SAWCUT & RESTORE
PAVEMENT IN KIND (TIP)
o
FOLLOW KING COUNTY
0 LLJ
STANDARDS
N
324 LF 10" PVC SS 0 2.93-
CO
d-
�
I
�
I
I�I
N
I
COORINDINATE WITH OWNERS
TO MAINTAIN ACCESS TO
EXISTING DRIVEWAYS
6" PVC SIDE SEWER
1E® 2. 0MI �
APPROX LOCATION
WATER MAIN
/ / / /
T.L. '229
_ _90
---- 450
/ 5;
- - - _ -448- -
✓
U)
/r _
win
>1>
�Lw
O
L
�NIC14,�5�
I
/ XI
(nr o o
06180 IOZI
0D
�
.
33d iIhls d
� �
�
�
/
I2-
��
d3M�Sl
� >
>
CD ..
Lill
cn
�
✓-�//
'
\S0\O0
TL. 13/2305-9038
✓Z�
Ag8
�\\
\
�>
\\
\\
Ld
I
I
\
SCHOOL
LIBERTY
`>�
�/GH
r000o00
\\\\
�rC,-w\ z
Wo\1
T.L/ 1323059038
=coL
ID - -
\
�--446----- - \. /
- - �` - - -- - - -- - I w� z z z
440------- ---
\ S AA m O
- 436 - - 30,
434 - -
- INSTALL SILT FENCE\
AND STRAW WATTLES l
AS NEEDED TO
PROTECT ADJACENT \ \
PROPERTY. MAINTAIN \
ACCESS TO EXISTING
RESIDENCES
T.L. 722970-0030
SS 0 0$•@.`6� LF 10" PVC
SSMH //10 48"0
PER COR STD 400.1
W/ COVER & FRAME J
PER COR 401
STA:56+23.03, 0.00'
RIM:44333 443..
IE--+JHO 10" (N) 429.
IE=431:00 10" (S)429.
02
77
~
254 EF 10 C-900 SS 0 1.80%
n c�
Q
252 1.21 %
X II >
wcE
\)
N N
o
ro
Q 00 Lr'•
I >>
z -
...
...
................................
.............................................................................
.....
.....
....
.....
....
..............
..........
.....
....
.....
..........
.....
....
.....
...........
.
.....
...........
.....
....
.....
.,
......
.....
......
.....
..............
...........
......
.....
...
...........
.....
....
......
........
.........
..............
.....................
...
�...........
...........
......
......
.....
......
.....
..............
.. ...
......
......
.....
......
......
.....
......
.....
......
. �
FE
..........
\ ...
......
......
.....
......
.....
..............
.. ...
......
......
.....
......
......
.....
......
.....
......
. ^1 .
......
......
......
......
......
.....�.......
...�\ .
......
..........................
Sul..
�................
�.
\
. ...............................
.............
c�+
I
.............
...................
.................�
I.I
............................
..............
............
�.��
......
..............
......
......
.. ...
..........
..
......
......
.....
........
\ .
LU
j.y.!
//.......
/
_
X. CONC. 5D
LWU
4"IE�433:66_____-
......
.....
. ... ..................
...
...
�.
�.
....
.....
......
..............
............
W..........................
...
..............
... ...
.- -
_ -.-
�...........
�.........
I.I
�..........
..-/
z
\
II
-Q
.............................
..................
...
.......................
.............
.....................................
......................
.....................................
..............
............�.1
-�
Q
...............
LF
......................
.....................................
II
10" PVC S
0 9:48.'�-
..............
.
z
SSMH A.
48"0..........
..................................
.... .....Q.74/7
.........
.......
7-7
_P_
PER COR
STD 400.1
O
W/ COVE
&FRAME
...
LF 1
C-900 S
PER COR
401
SSMH
0 48"0
252
®-
U
STA:53+
1.J9, 0.00
.
..
.......
.
1.21%
1.
..........
RIM:
440.14
..
W/ CO
R & FRAM
IE=
. 10 (0411.93
1.85
PER C
401
0-m
10' (S)4
STA:56
23:03 0:0
'
IE=
, 10 (N)4
9.68
HI
IE=
10" (SS�1
9.49
6, 0' RT
STA:58+71.
....................................
..............
... ...
.....................................
.....................................
.
......................
.....................................
..............
445.48 R I
=44�.3
».
.
.....
. ...
.....
.....
.. ...
.....
.....
....
.....
......
.....
.....
....
.....
......
.....
.....
......
.....
.....
....
.....
......
.....
.426.45E..IE-.
.10"(E).
426.14 E
IE-
10" (W)
426.
41E=
10 N
Lc)
�. . Q
LO 00
co .0
a0 17
0), �n.
n 00
to
00
CO
N Ln
LO N
as
N o
10 . . . . (I.
O n
O..... n
tn (0
10 . . . . In.
to Q)
In . . . �
0) d
^ .�
.� �.
N
. . . L
N co
.LO 1�0
t0 O
to
O N
N
(.
m
E0 . (�a
d
c0 .a
e} LOU')
.O �.
N
�. .cy)
N n
a). r.
n 0)
^. . N
0) N
^ c�o
N
tci
o
to 4L
O o
.0-
O
.O
O. aj .
pj . . aj
. CS) C6.
ap aj
rn
eh
O
n n
�!-
^. �.
M n
^.
11) r)
!1-
!�.
n n
�F' �h
!\ t\ .
W) n
�}• mot-
n . . r<
M n
�1- V-
ti t\.
n n
!f• et-
K . C6
n �
�1- d-
a6 . . . .c6
r.-) ,.,�
d-
.Oi . . O.
,"') el-
�1- �F
O.
er �h
V d-
�
el- d-
�1- d-
M
ef• �I-
eh et-
e} .
ei-
eF
qj . . . . U j.
� �""�
�t �F
�.
►'� �
eF
lf3 .a6
1"') �"�
.ap
� �I-
. h.
�Y et-
. h; ai
of "y-
(S rrj
of �
�
Nj . . . . O.
LO C7
d'
OQ . C6
LO
�• <1-
a6 . -c6
.[6
Lu
L6LJL,
Lu
r
1:6
i
. . . . .W.
. . .�
. W.
52+80 53+00 54+00
55+00
56+00
57+00
OFFSITE UTILITIES-3
HORIZ. 1 "=30'
VERT. 1 "=5'
PH I LIp
ncom aS S
Lp
���' pF WAS! f
�.
6
REVISED PER ASBUILT SURVEY
CP
0411712024
SURVEYED:
SDM
ENGINEERING &SURVEYING
o
� � z
5
REVISIONS PER FIELD CONDITIONS
CP
09/15/2023
DESIGNED:
4
REVISIONS PER FIELD CONDITIONS
CP
0912812022
NEM
Western Washington Division
�� 38375
3
REVISIONS PER CITY COMMENTS DATED 612312021
CP
0710112021.
PRAWN:
TLK
165 NE /uniper Street, Suite 201 ■ IssaQuah, WA 98027 ■Phone: (425) 392-0250
Eastern Washington Division
`�'�I�g� �'�
2CP
REVISIONS PER CITY COMMENTS DATED 410712021
0410812021
CHECKED:
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433
ONAL
EDM
05/01/2024
N0.
REVISION
BY
DATE APPR
APPROVED: CJA
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
58+00
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
455
450
445
440
435
430
425
420
58+80
SS -
EX. SSMH
STA:58+76.46, 0.03' LT
RIM: 445.02445.48
IE=426.42 10" (N)426.44
�� 426, ,-
EX. IE=42&98 10" (E) 426.45
EX. IE=42&88 10" (W)426.14
Know what's below.
Call before you dig.
C TY OF
RENTON
Planning/Building/Public Works Dept.
NORTH
0 5 10 20 30
SCALE 1 " = 30'
NOTES:
1. DEWATERING IS NOT ANTICIPATED. IF
DEWATERING IS REQUIRED, CONTRACTOR WILL
WORK WITH CITY AND COUNTY INSPECTORS TO
DETERMINE BEST METHOD TO PROCEED. AT NO
POINT SHOULD SILT LADEN WATER BE
DISCHARGED TO EITHER THE STORM OR SEWER
SYSTEM.
2. 6" SIDE SEWERS SHALL BE EXTENDED TO THE
EDGE OF ROW FOR ALL LOTS AND CAPPED FOR
FUTURE CONNECTION.
3. ALL SIDE SEWER STUBS SHALL MEET CITY OF
RENTON STANDARD PLAN 406.1. SIDE SEWER
STUBS SHALL HAVE A MINIMUM OF 2.5 FEET
OF COVER AT THE PROPERTY LINE AND BE
3-5 FEET LOWER THAN THE LOWEST HOUSE
FLOOR ELEVATION. A 2'X2' CONCRETE PAD WILL
BE REQUIRED FOR THE CLEANOUT WHERE NOT
LOCATED IN A PAVED SURFACE.
4. ALL TREES SCHEDULED FOR REMOVAL IN
KCROW WITH AN OD OF MORE THAN 4 INCHES
SHALL BE MARKED IN THE FILED AND
APPROVED BEFORE REMOVALS
S-411507
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SKYHORSE SHORT PLAT
PR 17- 000438
ASBUIL T
OFFSITE UTILITY IMPROVEMENTS
U
01
Q
CL
0
LLJ
DATE:
0611712024
C�
O
FIELDBOOK:
PAGE:
DRAWING NO:
22587
^
SHEET: OF: 18 20