HomeMy WebLinkAboutR-396214NE 1/4 OF THE SW 1/4 AND SE 1/4 OF THE NW 1/4, SEC 29, TWN 23, RGE 5 E, KING COUNTY, WASHING TON
N
Cfl
O
C'7
O
w
w
rr
Q
U
J
Q
U
w
In
0
Z
O
Z
w
rr
E
0
0
I
O
N
0
N
0
0
n
3
n
n
I
0
ry
I
Q
i
m
I
m
Q
m
0)
C
3
0
0
_T
C
7
E
E
0
0
0
U
1n
0
re
co
i
O
N
0
i
C
.3
0
0
Call 2 Business Days Before You Dig
811 or 1-800-424-5555
Utilities Underground Location Center
s
s s
15 thANNIAMDCADV
Surveying
Engineering
LDCIPlanning
20210 142nd Avenue NE Ph. 425.806.1869
Woodinville, WA 98072 Fx. 425.482.2893
www.LDCcorp.com
440
420
400
J80
II
w
w
Q
p Co w
Z N N
Urc
TN`
N N +
� �Ln
F_ n
ZICnn() L Jw
EXISTING GRADE -
AT SAWC T LINE
1.19%
0
TIC — — — — — — — — —416—_. V
i
EXISTING GRADE
AT ROAD
SCALE: 1" = 20'
a
. s a
°
r 20'
t .:.
0 20' 40'
s :
v
WAS A N
DYED REVISION TO
aC E THIS WITH P
NIVW :231�/M.:
M: ....
To
NIdW :�glvNP'I'a : ,? l•
I.
p
o
:RETE INLET PER
�
'LAN 200.30. WAS
' . : �, . '
N=166681.99
:�HAIVGEC7? :
E=1303056.92
:::10+.
0
/
15 LF
12 PVC.....: :: 11::
:•: ::::::.:I::::::
i
:::
:•: :.: :.:
:.
Oq
N
0
N
0)
N
+
w
APPROXIMATE
FINISHED GRADE
LAT ROAD FLOWL114E
0.97%
1.57%
— — .76%
—
A
L.F. 12" SD 0 29 L.F. 12" i�iL
CB-15
SEE DRIVE A PROFILE
SHEET RD- 4 CB- 4, TYPE 2-48"0
W/S LID LOCKING LID
STA 11 +71 49, 41.77' LT .
RIM=413.2
IE=407.60
12°0)
S,NW -
"
EXISTING
GRADE
FINISHED GRADE
AT SAWCUT LINE
Al ROAD
A
CB-13, TYPE 2-48" 0
. STA 11 +43.01, 47.61 ' LT
RIM 411.62
S IE= 7.84 (12" O) KS
SCALE: HOR: 1"=20
VER: 1" =10'
OQ
ef-
II
w
Ln
w o
Q z
N
im
O (w/)
Z O O
0
U � � N
(W CD CDO
— CV
In
zl_� J
STA 10 43.59, 21.23' LT
RIM=41 .21
IE=408. 8 (12"O) W
STA 10+46.85, 46.12' LT
RIM=410.63
IE=408.36 12"O) E
-IE=408. N
12+50 12+00 11+50 11+00 10+50 10+00
TOPOGRAPHIC DISCLAIMER
TOPOGRAPHIC SURVEY INFORMATION CONTAINED ON THESE PLANS HAS
BEEN PROVIDED BY CORNERSTONE ENGINEERING, INC. LDC, INC. (LAND
DEVELOPMENT CONSULTANTS, INC.) ASSUMES NO LIABILITY AS TO THE
ACCURACY AND COMPLETENESS OF THIS DATA. ANY DISCREPANCIES FOUND
BETWEEN WHAT IS SHOWN ON THE PLANS AND WHAT IS NOTED IN THE
FIELD SHOULD BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE
ENGINEER.
0 AS -BUILT DRAWINGS MEV 12-13-18 SURVEYED: SCALE:
LDC VERTICAL: NAVD 1988 ■
DESIGNED:
AS NOTED HORIZONTAL: NAD 1983/1991 C TY OF
MEV RENTON
DRAWN: OR
NC
ONE INCH DATU M
CHECKED: MEV AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: MEV SCALE ACCORDINGLY
440
NOTE
SEE SHEETS DT-01 THROUGH DT-03 FOR STORM DRAINAGE
NOTES AND DETAILS.
LEGEND
STORM PIPE
SEWER PIPE
WATER PIPE
PERVIOUS PAVEMENT
PROPOSED ASPHALT
420
PROPOSED GRIND/OVERLAY
400
J80
A S-B UIL T
DRAWINGS
co
00
co
CD
T
WJ
co
N
O
O
O
O
T
J
I
H
rS
•
H
N COMPLIANCE WITH CITY OF RENTON STANDARDS W
RENTON SPECIAL CARE COMMUNITY, LLC
RENTON SPECIAL CARE COMMUNITY
17033 108THAVE SE, RENTON, WA 98055
ROAD AND STORM DR41NAGE PROFILES
R-396214
OC
U
Q
DATE: V l
FIELDO0.— O 8 — 17
PAGE: R
DRAWING NO:
RD-05 Z
SHEET: F.
14
23