sp-1288hTYPICAL ROADWAY SECTION
NOT TO SCALE
NOT USED
NOT TO SCALE
TYPICAL ROADWAY SECTION
NOT TO SCALE
TYPICAL ROADWAY SECTION
NOT TO SCALE
COUNTY DATUM
10' UTILITY
EASEMENT
10' UTILITY 2'
EASEMENT
SPOKANE COUNTY STANDARD
TYPE "R" CURB
R/W
2'
_ 6' _ 2'
SIDEWALK
2%
4" THICK PORTLAND
CEMENT CONCRETE
SIDEWALK
2%
4" THICK PORTLAND
CEMENT CONCRETE
SIDEWALK
BASED ON DESIGN INVERT ELEVATION OF
2034.54 ON MANHOLE NO. 7 AND FOUND
SURVEY CONTROL POINTS EST. BY IPE FOR
8th AND LONG SEWER DESIGN IN 1994.
R/W
LONGVIEW LONGVIEW
SHORT PLAT PLAT
BDRY
2'
10' UTILITY 6' I 2'
EASEMENT SIDEWALK
16'
14' PAVED WIDTH
32' RIGHT OF WAY
2.5% MIN.
2" CLASS "A" ASPHALT CONCRETE CONTAINING 5 3/4%
TO 6 1/4% ASPHALT ON 6" CRUSHED ROCK TOP COURSE
IN ACCORDANCE WITH WSDOT SPECIFICATIONS.
3RD ac MANIFOLD LANE
(10+00 TO 19+76J4)
.17'
15' PAVED WIDTH
2.5% MIN.
2" CLASS "A" ASPHALT. CONCRETE CONTAINING 5 3/4%
TO 6 1/4% ASPHALT ON 8" CRUSHED ROCK TOP COURSE
IN ACCORDANCE WITH WSDOT SPECIFICATIONS.
4TH LANE (10+01 TO 12+42)
17'
15' PAVED WIDTH
2.5% MIN.
38' RIGHT OF WAY
38' RIGHT OF WAY
C
16'
R/W
14' PAVED WIDTH _ 2' 6' _ 10' UTILITY
SIDEWALK EASEMENT
17'
- ,15 PAVED WIDTH
2.5% MIN.
17'
2.5% MIN.
:
2" CLASS "A" ASPHALT CONCRETE CONTAINING 5 3/4%
TO 6 •/4% ASPHALT ON 8" CRUSHED ROCK TOP COURSE
IN ACCORDANCE WITH WSDOT SPECIFICATIONS.
4TH LANE (12+52 TO 16+42.06)
2%
R/ W
2'
2%
R/W
2 '
2%
SPOKANE COUNTY STANDARD
TYPE "R" CURB WITH 1%
NEGATIVE CROSS—SLOPE
FOR GUTTER DRAINAGE
2' 6' _ 10' UTILITY _
SIDEWALK EASEMENT
SPOKANE COUNTY STANDARD
TYPE "B" CURB
15' PAVED WIDTH _ 2' 6' 10' UTILITY _
SIDEWALK EASEMENT
SPOKANE COUNTY STANDARD
TYPE "B" CURB
SPOKANE COUNTY STANDARD
TYPE "R" CURB WITH 1%
NEGATIVE CROSS—SLOPE
FOR GUTTER DRAINAGE
TYPICAL :ROADWAY SECTION
NOT TO SCALE
• ,
NOT TO SCALE
10 UTILITY 6' 2' 12' PAVED WIDTH
EASEMENT SIDEWALK
2%
10' UTILITY 2'
EASEMENT
SPOKANE COUNTY STANDARD
TYPE "R" CURB
TYPICAL ROADWAY SECTION
NOT TO SCALE
TYPICAL ROADWAY SECTION
10' UTILITY 6' 2'
EASEMENT SIDEWALK
5 '
SPOKANE COUNTY STANDARD
TYPE "B" CURB
R/W
R/W
AP.
R/W
2" CLASS "A" ASPHALT CONCRETE CONTAINING 5 3/4%
TO 6 1/4% ASPHALT ON 6" CRUSHED ROCK TOP COURSE
IN ACCORDANCE WITH WSDOT SPECIFICATIONS.
2" CLASS "A" ASPHALT CONCRETE CONTAINING 5 3/4%
TO 6 1/4% ASPHALT ON 8" CRUSHED ROCK TOP COURSE
IN ACCORDANCE WITH WSDOT SPECIFICATIONS.
TYPiCAL. ROADWAY SECTION
NOT TO SCALE
14'
2" CLASS "A" ASPHALT CONCRETE CONTAINING 5 3/4%
TO 6 1/4% ASPHALT ON 6" CRUSHED ROCK TOP COURSE
IN ACCORDANCE WITH WSDOT SPECIFICATIONS.
14'
CORBIN LANE
12' PAVED WIDTH
2% MIN.
.414, •
- —
• • rtiMighar
2ND LANE
EXISTING
ROADWAY
2% MIN.
TSCHIRLEY ROAD
17' —
EXISTING
15' ROADWAY
10' SAWCUT
28' RIGHT OF WAY
q_
7 7.
28' RIGHT OF WAY
g.
2% ..ar 2% MIN.
LONG ROAD
14'
12' PAVED WIDTH
17'
15'
10' SAWCUT
2% MIN.
14'
12' PAVED WIDTH
7 7.
R/W
2' 10' UTILITY
EASEMENT
R/W
2 ,
SIDEWALK V6;S54Erii
R/W
it>
SPOKANE COUNTY STANDARD
TYPE "R" CURB
SPOKANE COUNTY STANDARD
TYPE "R" CURB WITH 1%
NEGATIVE CROSS—SLOPE
FOR GUTTER DRAINAGE
2' 6' 10' UTILITY
SIDEWALK EASEMENT
5'
SPOKANE COUNTY' STANDARD -
TYPE "B" CURB
2" CLASS "A" ASPHALT CONCRETE CONTAINING 5 3/4%
TO 6 1/4% ASPHALT ON 8" CRUSHED ROCK TOP COURSE
IN ACCORDANCE WITH WSDOT SPECIFICATIONS.
OFFICIAL PUBLIC DOCUMENT
UNDERGROUND SERVICE ALERT
ONE-CALL NUMBER
456•8000
RECEIVED
AUG 1 7 2001
COUNIY _e-
E COUNTY ENGINEERS OFFICE
ORIGINAL
PROJECT 11)0
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CALL TWO BUSINESS DAYS
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DEVELOPER'S APPROVAL DATE
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Engineering
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Landscape Architecture
$7o7 W. 7th Avenue, Suite 200
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:Phone: (509) 458-6840
Fax: (509) 458-6844-
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WASHINGTON REGISTRATION
NO. 37461
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