pe1848v'N!
--)
OOE
I) w
E") 0
ci <0
DATUff ET V
194 5. 00
1+00
TATION EQUATION:
--00.0 ) 3+28.58 CENTERLINE
1 3.
1960
1950
DATUM ELEV
1945 00
EDGERTON COURT PLAN
1950
LO
1960
EXISTING GRADE
NEW TOP BACK
OF CURB
3+00
HORIZONTAL SCALE: 50'
c7.) 4 : 1 1
CD
U)
2+00
0)
& RT.)
TRANSI 'ION FROM EXIST. TYPE 'A'
CURB Tb NEW SPOKANE COUNTY
TYPE CURB AND GUTTER WITH
5' CONCRETE SIDEWALK
50' VC
ARRIER AND S GN
VER11CAL SCALE: 1= 10'
HORIZONTAL SCALE: 1"=50'
4+00
3+00
EW GRADE
AT CENTERLINE
EXISTING GRADE
AT CENTERLINE
VERTICAL SCALE: 1N=10 1
HORIZONTAL SCALE: 1"=50'
(0
EDGERTON
5+00
4+00
60
1950
1+00
13 0
1950
EDGERTON COURT CENTERLINE E PROF E
COURT
EDGERTON COURT CUL DE SAC PROF E
x
0+
00
0+00
2+00
.
emir m o viwommimir
STA. 1+93.92
END PAVEMEN T
TAPER (18.5 LT.)
BEGIN TYPE 'B' CURB
AND GUT ILR AND 6'
WIDE CONC. SIDEWALK
STA. 1+43.92
BEGIN PAVEMENT
TAPER (12.20' LT.)
1+00
POINT OF INTERSECTION
STA. 0+5.24 MISSION AVE.
CENTERLINE PARK ROAD
NOTEi SEE SHEET 0 FOR
DRAINAGE SWALE DETAILS
DATUM ELE V
1945 00
EXISTING GRADE
ELEVATIONS AT
CENTERLINE
EXISTING GRADE
ELEVATIONS AT
NOR IH (LEFT)
EDGE OF PAVEMENT
0�
• •
C•1
P cr
b
0
z
2+00
20' BORDER EASEMENT
-CURB INLET
SWALE B
C/L ROAD
0
18.5 PAVEMENT WIDTH
12' EXISTING
PAVEMENT WIDTH
2.0'
3+00
E 1
18.3
AL
30.0' EXISTING RIGHT 0F WAY
2.0% - 4.5%
2.0% - 4.5%
10'
3" CLASS 'A' ASPHALT
6" CRUSHED SURFACING TOP
COURSE
cd
0
C/L
MISSION AVE.
NO SCALE
HORIZONTAL SCALE:
4+00
10.0'
DRAINAGE SWALE
CONCRETE SIDEWALK
90.0'
ROAD
NO SCALE
SWALE
B-4T-00
5+0
MISSION AVENU AN
EXISTING ORR
AT CENTERL I
MS ON AVENUE
VERTICAL SCALE: 10'
HORIZONTAL. SCALE: 1 50'
6.0'
SPOKANE COUNTY
REFER TO SPOKM
STANDARD PLAN
MISSION AVENUE CROSS S
2.0
1 8. 3,
2" CLASS 'A'
6" CRUSHED S
COURSE
EDGERTON COURT CRO S
END 20 RADIUS TYPE , B
CURB AND OUTTER
MATCH !EXIqTING
RELOCATE' EXIST. STOP/
STREET: ? .,N AS DIRECTED
0
u
a
•
JSTING GRADE
\1 NORTH (LEFT)
DGE OF PAVEMENT
ALE E
6+00
ASEMENT
ETAS DE
0
co
cxi
LO
c:n
ON
TA. 7+46.118 40.16 L
W TOP BACK OF CURB
6+00
2.0' WALK
CA
STA. 7+23.89 (18.5' T
BEGIN 20' RADIUS E 'B'
CURB AND GUTTER
POINT OF INTERSECTION
STA. 7+61.42 MISSION AVE.
=STA. 0+00 CENTER ROAD
7+00
7+00
0 E1 AL PUSUC.DOCURE.AR
SPOSP,1 c01.1NIE1 E.NCEAREFES "IGE
PACAJECT 1..!!!
- .1111.1. 1 3,A At. 1:1
;!!!!!!7. A:11,1R11 TO COON Ei\i„C;IrEER.
20' BORDER EASEMENT
SPOKANE COUNTY TYPE 'B'CURB
REFER TO SPOKANE COUNTY
STANDARD PLAN A-3
1960
RECEIVED
sEP 3 1999
SPOKANE COW Y ENAIREER
50
BEFORE YOU D G 456 8000
0
0
# •
0
z
0