sp-1147o995
990
1980
970
CENTERL
NE
99
w
z
J
TERLINE DATA
89'51'49"
R = 140.00'
L = 219,58'
/
i
HIGH POINT ELEV = 1993,68
HIGH POINT STA 7 +05.61
PVI STA = 7 +00
PVI ELEV - 994,00
A.D. —.
K
100.00'
6 +00 7 +00
50
25
`190'00'00 "W
SONRISE
50
PROPOSED FINISH GRADE
EXISTING ASPHALT SURFACE
';INISH GRADE ELEVATION
,EXISTING GROUND ELEVATION
9 +00
GRAPC SCALE
100
( IN FEET )
1 inc:h = 50 ft.
1 inc :h = 10 ft.
r
6- r
0)
r r
�r �
�
10 ±00
200
� IWNIYtl + VYYtl
11+00
0
CL'
CURB DATA
•155"13'39"
0.00'
28'
2+00 13+00
CONSTRUCTION NOTES
All items of construction shall be completed within the "1991 Standar; Specifications
for Road, Bridge, and Municipal Construction as promulgated by the Washington State
Department of Transportation" and the "Spokane County Standards for Road and Sewer
Construction 1992 ". and as amended.
2. Locations of existing utilities shown on these plans are approximate. The Contractor
shall be responsible for locating all underground ut =lities. Any conflicting utilities shall be
relocated prior to construction of road and drainage facilities.
3. the Contractor is required to have a complete set of the approved road and drainage
plans on the job site whenever the construction is in progress.
4. For construction of drywells, install filter fabric (Amoco 4545 or approved equivalent)
between the drywell barrel and the washed drainrock, and between the washed drainrock
and the native soils.
5. If the contractor discovers any discrepancies between the plans and existing conditions
encountered, the Contractor shall immediately notify the Design Engineer and the Spokane
County Engineer's Office.
6. Prior to site construction, the Contractor is responsible for locating underground utilities.
Call the underground utility location service at 456 -8000 before you di
7. Curb data is to back of curb dimension.
8. All signage must conform to Manual of Uniform Trafic Control Standards (M.U.T.C.D.).
TYPE "R — 3" RISE"
CURB
5' -
2" CLASS "B" ACP
4" CRUSHED ROCK TOP COURSE
TYPICAL ROAD SECTION
SKIPWORTH & SONRISE LANE
PED PATHWAY
E V E
JUN 2019
KANE COUNTY ENGINEER
CALF. BEFORE YOU DIG 456 -8000