|
DRIVE F
<br />SW 1/4, SEC. 07, TWP. 28N., R01t5E, W.M.
<br />I
<br />DRIVE M
<br />PT=120+50.43- -
<br />I ' PCI
<br />0
<br />rn
<br />DRIVE I= ° a
<br />I
<br />W IS')I
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />fL ELEV.
<br />15.0'
<br />23.6'
<br />9000100"
<br />PC=
<br />STA 51+44.59, 14.00' LT
<br />572.68
<br />All
<br />STA 51+50.33, 15.14' LT
<br />572.44
<br />4/2=
<br />STA 51+55.19, 18.39' LT
<br />572.20
<br />3d/4=
<br />STA 91+49.45, 15.14' LT
<br />571.96
<br />PT=
<br />ISTA 91+55.19, 14.00' LT
<br />571.72
<br />TYPICAL CURB RETURN DET.
<br />SCALE: 1'- 10'
<br />RM
<br />PT=90+98.
<br />1
<br />PC=63+15.
<br />CURB RETURN TABLE
<br />°
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />ELEV.
<br />f3
<br />15.0'
<br />23.6'
<br />9000100"
<br />PC=
<br />STA 63+15.77, 25.80' LT
<br />574.23
<br />d/4=
<br />STA 63+10.66, 28.66' LT
<br />574.06
<br />4/2=
<br />STA 90+88.08, 18.39' RT
<br />573.80
<br />3d/4=
<br />STA 90+92.95, 15.14' RT
<br />573.51
<br />PT=
<br />STA 90+98.69, 14.00' RT
<br />573.20
<br />TYPICAL CURB RETURN DET.
<br />SCALE: 1'- 10'
<br />a�
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />to
<br />15.0'
<br />23.6'
<br />9000'00"
<br />PC=
<br />STA 51+44.59, 14.00' RT
<br />572.80
<br />d/4=
<br />STA 51+50.33, 15.14' RT
<br />572.76
<br />4/2=
<br />STA 91+07.80, 18.39' LT
<br />572.82
<br />34/4=
<br />STA 91+02.93, 15.14' LT
<br />573.00
<br />F573.26
<br />PT=
<br />STA 90+97,19, 14.00' LT
<br />TYPICAL CURB RETURN DET.
<br />T=60+41.52
<br />TRASH
<br />DRIVE F
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />14
<br />10.0'
<br />6.3'
<br />35-5235"
<br />PC=
<br />STA 60+35.66, 11.00' RT
<br />574.36
<br />d/4=
<br />STA 60+37.22, 11.12' RT
<br />574.33
<br />4/2=
<br />STA 60+38.74, 11.49' RT
<br />574.30
<br />34/4=
<br />STA 60+40.18, 12.08' RT
<br />574.29
<br />PT=
<br />STA 60+41.52, 12.90' RT
<br />574.28
<br />TYPICAL CURB RETURN DET.
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />I ELEV.
<br />»
<br />10.0'
<br />15.7'
<br />9000100"
<br />PC=
<br />STA 91+19.69, 14.00' RT
<br />572.33
<br />4 4=
<br />STA 91+23.52, 14.76' RT
<br />572.23
<br />4/2=
<br />STA 91+26.76, 16.93' RT
<br />572.12
<br />34/4=
<br />STA 120+46.61, 11.76' RT
<br />572.02
<br />PT=
<br />ISTA 120+50.43, 11.00' RT
<br />571.92
<br />TYPICAL CURB RETURN DET.
<br />1 "- 10'
<br />T==50+42.89-
<br />DRIVE F
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />I ELEV.
<br />15
<br />10.0'
<br />13.9'
<br />79-23'12"
<br />PC=
<br />STA 60+31.56, 11.00' LT
<br />574.44
<br />4/1
<br />STA 60+34.96, 11.59' LT
<br />574.22
<br />4/2=
<br />STA 60+37.95, 13.31' LT
<br />574.29
<br />34/4=
<br />STA 60+40.18, 15.93' LT
<br />574.36
<br />PT=
<br />STA 50+42.89, 14.54' LT
<br />574.47
<br />TYPICAL CURB RETURN DET.
<br />it- 10'
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />is
<br />15.0'
<br />16.8'
<br />64-1
<br />PC=
<br />STA 62+44.65, 14.00' LT
<br />575.22
<br />d/4=
<br />STA 62+61.89, 15.34' LT
<br />575.01
<br />d/2=
<br />STA 62+65.45, 1755' LT
<br />574.79
<br />34/1
<br />STA 90+65.37, 14.75' LT
<br />574.60
<br />PT=
<br />I STA 90+68.27, 14.00' LT
<br />574.40
<br />TYPICAL CURB RETURN DET.
<br />SCALE: 1'- 10'
<br />r II
<br />DRIVE F
<br />PC=60+81.
<br />0
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />18
<br />15.0'
<br />23.6'
<br />9000100"
<br />PC=
<br />STA 60+81.02, 14.00' LT
<br />574.67
<br />4/4=
<br />STA 60+75.28, 15.14' LT
<br />574.54
<br />4/2=
<br />STA 50+42.39, 17.88' RT
<br />574.52
<br />34/4=
<br />STA 50+47.46, 14.95' RT
<br />574.59
<br />PT=
<br />STA 50+54.15, 14.00' RT
<br />574.69
<br />TYPICAL CURB RETURN DET.
<br />SCALE: 1'- 10'
<br />2020 CPH Consultants, -LC. All Rights Reserved.
<br />I..L
<br />LU a
<br />z
<br />Cr
<br />0
<br />0
<br />U
<br />J
<br />Z) m
<br />0 a
<br />U.
<br />CLIENT
<br />W
<br />Z
<br />U
<br />z
<br />0
<br />I-
<br />0
<br />z_
<br />_
<br />rn
<br />a
<br />3
<br />z
<br />z
<br />0
<br />U
<br />_
<br />v7
<br />0
<br />0
<br />z
<br />rn
<br />FOUR CORNERS
<br />, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA 98004
<br />PHONE: (425) 453-9551
<br />C P H
<br />CONSULTANTS
<br />Site Planning • Civil Engineering
<br />Landscape Architecture - Land Use Consulting
<br />11321-B NE 1201h Street
<br />laddand, WA 98034 - )425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98801 - )509) 293-7731
<br />www.cphconsuItants.com
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING
<br />C2.21
<br />SHEET 13 OF 51
<br />
|