sp-1251a11FRONTAGE IMPROVEMENTS
CONSTRUCTED BY ROAD RECONSTRUCTION AND PAVING
DEVELOPER SP-1251 A WORK BY ULID
13.5' MIN. BORDER 25' R-O-W
1 1 20.5*
I I I I I
6' CEM. CON C. SIDEWALK J I
PER SPOKANE COUNTY STD. PLAN A-4 6" CRUSHED SURFACING
_......l -1 -- - - -- - - - - - - - - -- - - r^r - 1 fINfIllf InfIr fN^1AMAfNrr L "8•
i
U- of Volleyway Sta. 3+00 1111,10IM"W,
BY DATE REVISIONS / AS BUILT EXPiaES
!1ANDkRD PLAN NOTES FOR DEVELOPER PLAN SUBMITTALS
1 ) All wcrk and materials shall be in conformanc e with the "SPOKANE COUNTY
------ 0M.- 5 1 ' 4 -"k*— accep once. INS: Swale floor material Shall be installed to a native soil
CURB W.Z TYPE 1 6 TAPER 10 EXISTING PAVEMENT� 7 stratu which also meets of exceeds this minimurn percolation rate of 0.5
VALLEYWAY AV -E inches per hour. --1',,,1UE
UTILITY POLE TO BE RELOCATED
TO PROPERTY LINE
CURB 11%!I-ETS
STATION OFFSET
TYPE ()F IMPROVEMENT:
(7, T
R E E T
PROJECT NUMBF -1 SHEET NUMBER
14364 1 1 OF 1
5+00 6+00
0+85
18.5
1+50
18.5
2+00
18.5
2+50
18.5
3+05
18.5
4+25
18,5
5+30
18.5
6+10
1X.5
TYPE ()F IMPROVEMENT:
(7, T
R E E T
PROJECT NUMBF -1 SHEET NUMBER
14364 1 1 OF 1
5+00 6+00