sp-1251a8a.
I
Z_
P-3
4
Hx
EX. DRY ELL
C01 24'
DRIVEWAY APPROACH
TYPICAL SECTION: DRAINAGE SWALE
LLJ
0
Y )
Y > -
- 7
'DlNk;Lr_ 0,'V%MtL_ UK'r;TLLL
SPOKANE CO. STANDARD TYPE A
METAL FRAME AND GRATE TYPE 4
TOP OF GRATE 31.0
JlilL_ I rit- I llrxlftj_ nllww
TOP OF GRATE 31.8
DRAINAGE SWALE.- EAST BASIN
NOT TO SCALE
/ -APPROXIMATE EX. GRUJI'AU
BERM BETWEEN PONDS
TOP = 34.5
0.5
DO I 34,0
DATE
07/22/02
7
�"Wlwk
90 7
IsT_ _
7/17/
L L - 1 VV
POLE TO BE RELOCATED
TO PROPERTY LINE
/-A v L IN u L
m
LE - SINGLE BARREL DRS ELL
0
CONSTRUCT /-/I,'
DRIVFWAY APPROACH
--
z
Li
L I
cr_
CD
or_
E',", 24' CURB C'UT
(10 BE REPLACED
WITH 'TYPE B CURB)
EX. DRY ELL
C01 24'
DRIVEWAY APPROACH
TYPICAL SECTION: DRAINAGE SWALE
LLJ
0
Y )
Y > -
- 7
'DlNk;Lr_ 0,'V%MtL_ UK'r;TLLL
SPOKANE CO. STANDARD TYPE A
METAL FRAME AND GRATE TYPE 4
TOP OF GRATE 31.0
JlilL_ I rit- I llrxlftj_ nllww
TOP OF GRATE 31.8
DRAINAGE SWALE.- EAST BASIN
NOT TO SCALE
/ -APPROXIMATE EX. GRUJI'AU
BERM BETWEEN PONDS
TOP = 34.5
0.5
DO I 34,0
DATE
07/22/02
7
�"Wlwk
90 7
IsT_ _
7/17/
L L - 1 VV
POLE TO BE RELOCATED
TO PROPERTY LINE
/-A v L IN u L
m
LE - SINGLE BARREL DRS ELL