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1+10,,75 LT. 1 WSDOT TYPE 2 GRATE INLET
10
u t 1982.26
N/A PIPE OU I LE ZA
00 i
0.
between the dryweli b(. and fl--i
4 0
-1 -
CONSTRUC NOT,E'S
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on ll () letecl within the "19 �,'-;tail.-jrd
p cit!, o u
for Ro . as p romu
a d End , � j . 11. Igatecl by the Washington St at,
Municipd ' o
n "okae Couy Standards for R r oad and Sew..
a r t. m e n t of Trclnsportatior-�" or id the p n nt
l�
onstructior 1992", and as ary rid ed
rinlzlrnn�#o rho Contractor
• NO,
A
STATK'N DESCRIPTION ' TE ELEV INVERT ELE%/� ,
3
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t
7r- RT 2 GRATE INLET 1984,99 1982,79
WSDOT TYPE
- 198499 1982-53
i 7m i-
r
1+10,,75 LT. 1 WSDOT TYPE 2 GRATE INLET
10
u t 1982.26
N/A PIPE OU I LE ZA
00 i
0.
between the dryweli b(. and fl--i
e washed drainrocI, , and between the w..- drainrock
C)
and the native soils.
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encountered, the Cont-actor shai ''
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• NO,
A
STATK'N DESCRIPTION ' TE ELEV INVERT ELE%/� ,
J
7r- RT 2 GRATE INLET 1984,99 1982,79
WSDOT TYPE
- 198499 1982-53
i 7m i-
1+10,,75 LT. 1 WSDOT TYPE 2 GRATE INLET
10
u t 1982.26
N/A PIPE OU I LE ZA
Z-, LOCCII.Iom- o xz:,k"
roQ rinczihip fnr Inrc ting all underground n W"Un
I Utilities. Any r utilities shall be
relocated prior to constrUCCA10r. of road end drainage taca1Ities,
T oge
1he ..ontract-or is require(! to have a cof )plete set of' the approved rr-ad and drai n
nlane on the 'iob -1-1te whenever the constructikon E in brogress,
-67—T-Y.P.
-- 7
TYPICAL ROAD SECTION
--10' WIDE RIGHT—OF—WA�y' DEDICATION
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4, For constructiow drywalls, install
filter fabric (Arnoco 4545 or a, pproved equivalent)
0.
between the dryweli b(. and fl--i
e washed drainrocI, , and between the w..- drainrock
C)
and the native soils.
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0
CL
v discrepancies between the plans d existing conditions
5. If the contractor discovers an an
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i
encountered, the Cont-actor shai ''
Immediately notify the Design Engineer and the Spokane
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County ngin eer's Office.
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6, Prior to site constrUction, the
Contractor is responsible for iocating underground utilities.
<
k�oll the underground u tility location
service at 456-8000 before you dig.
LL-
T Curb data is 'to bock of curb
dimlension,
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TYPE "R" CURB
8, All signage rnust conform �ci
Manual o'l Uniform Traffic Control Standards (M,U,T.C,D.
4 TRANSITION 1 T 0 EDGE
OF' DRIVEWAY DROP
(BOTH SIDES)
Ast
0+90
TYPF' "A" CURB
1984.69
30' --------
DRIVEWAY' DROP PER
JACKSON AVE.
SPOKANE COUNT'(
2'
STANDARD A-4
"'R"
TYPE
2.o7, N
C U R B
u
CURB
RETURN DETAIL
JACKSON AVE. AND
SKIPWORK INTERSECTION
CL A SS ItB�p ACP
4. CRUSHED ROCK TOP COURSE
-67—T-Y.P.
-- 7
TYPICAL ROAD SECTION
--10' WIDE RIGHT—OF—WA�y' DEDICATION
7
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