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SEC* 29, T*25 No R*44 E# U
UNDUGROUND SERVICE ALEff
CATCH BASIN WS DOT STD, TYPE 2 METAL FFAME AND GRATE, 4'
SPOKANE COUNTY, WASHINGTON
ONE—CALL NUMBER
STA 5+17.48, 18' RT. GRATE ELEV.= 2000.45
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30 L.F. 12" C.P.E. 0
0 S=0.010. z
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4
TRAFFIC CHANNELING DEVICE 0
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STA. 4+94.65, 200.89* RT. '
4K 4
GRAPHIC ALE
URBAN DRIVEWAY PER SPOKANE COUNTY STD. PLAN A-4 S
10 L
STREET LIGHT P
Z E
EXISTING S
W=20" C
CURB RAMP PER S
SPOKANE COUNTY STD. PLAN A-5,
< -)CURB R
RAMP PER SPOKANE COUNTY AND A.C.A. REQUIREMENTS. P
G
PLAN V.
00
EXIST, POWER POLE, 7.21' FROM CE OF NTER POLE TO BAC 1+
K 16TH 1 inch = 50 ft.
TYPE 'B' CONCRETE CURB AND GUTTER PER SPOKANE COUNTY OF CURB. STA. 7+69,33, 27.21' RT.
RT'll P1 AN A—.';- AWCK11 IC'
CURVE TABLE
• =019A
4
f)FVFI OP4�0q/APPWWA r)AT[7
+
2031.18
+ 0 to
.......................... - ....... ...... ........ 0 ..........
......... ........ ............ 1,�, J JIN'' t
..............
PROPOSED to to to •+ ...... ..........
r-4
2020
3.7%
.......... ...... .... ........... ..4+
+ t __2! )2O_
0
LO 3.4%
0 00 + 8 2024.77
ul w + 00 !PRO:IOS["Ej
U-) +
co + 0 00 0 2,8% 13+10,68=CR
C-4 0 + t_ r- 0
(a 04
!TOP OF i + 8 2.8% 1+99,68=4CR 2Q23.19
0
tr) C14 2.6% TO :1 01'
0 N
2.3%
201 .80
RIGHT CURB
9+91.98=CR RIGH7 CUR8
cl ca % 01
7 % 2010.60
ul 2.
cr)
2000
2
....... ....... ....... d� .... ............ 7+97.98—C R
................... r>+
.................... ....... .......................... ......... ........... ............. ......... ...... ..........
85,;27=GR ........ 2300
............................... ...... ....... ........... ........ .......................
- 077 ......
2006.
5+37.27!=CR
245 •
2001.48 004.
12
gums 132 af
4
f)FVFI OP4�0q/APPWWA r)AT[7
+
2031.18
+ 0 to
.......................... - ....... ...... ........ 0 ..........
......... ........ ............ 1,�, J JIN'' t
..............
PROPOSED to to to •+ ...... ..........
r-4
2020
3.7%
.......... ...... .... ........... ..4+
+ t __2! )2O_
0
LO 3.4%
0 00 + 8 2024.77
ul w + 00 !PRO:IOS["Ej
U-) +
co + 0 00 0 2,8% 13+10,68=CR
C-4 0 + t_ r- 0
(a 04
!TOP OF i + 8 2.8% 1+99,68=4CR 2Q23.19
0
tr) C14 2.6% TO :1 01'
0 N
2.3%
201 .80
RIGHT CURB
9+91.98=CR RIGH7 CUR8
cl ca % 01
7 % 2010.60
ul 2.
cr)
2000
2
....... ....... ....... d� .... ............ 7+97.98—C R
................... r>+
.................... ....... .......................... ......... ........... ............. ......... ...... ..........
85,;27=GR ........ 2300
............................... ...... ....... ........... ........ .......................
- 077 ......
2006.
5+37.27!=CR
245 •
2001.48 004.
12
gums 132 af