|
0
<br />V
<br />r whaPa below.
<br />tall before you
<br />DRIVE F
<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 />572.61
<br />d/4=
<br />STA 51+
<br />7 .
<br />4/2=
<br />STA 51+55.19, 18.39' LT
<br />5 .10
<br />34/4=
<br />STA 91+49.45, 15.14'
<br />PT=
<br />STA 91+55.19, 14.00' LT
<br />571.65
<br />TYPICAL CURB RETURN DET.
<br />1'- 10'
<br />PC=63+19.
<br />a
<br />I
<br />f
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />fa
<br />20.0'
<br />31.4'
<br />895939"
<br />PC=
<br />STA 63+19.26, 20.37' LT
<br />572.72
<br />4/4=
<br />STA 63+12.37, 24.25' LT
<br />572.89
<br />d/2=
<br />STA 90+85.46, 19.86' RT
<br />572.81
<br />34/4=
<br />STA 90+91.95, 15.52' RT
<br />572.73
<br />PT=
<br />STA 90+99.61, 14.00' RT
<br />572.65
<br />TYPICAL CURB RETURN DET.
<br />1'- 10'
<br />DRIVE F
<br />s a'
<br />SW 1/4, SEC. 07, TWP. 28N., R05E, W.M.
<br />1}
<br />DRIVE M
<br />p
<br />PT=120+50.
<br />1�
<br />DRIVE/F
<br />7 PC=91+
<br />0
<br />m
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />fo
<br />15.0'
<br />23.6'
<br />9000100"
<br />PC=
<br />STA 51+44.59, 14.00' RT
<br />572.66
<br />4/4=
<br />STA 51+50.33, 15.14' RT
<br />572.49
<br />ZI
<br />STA 91+07.80, 18.39' LT
<br />572.46
<br />34/4=
<br />STA 91+02.93, 15.14' LT
<br />572.56
<br />PT=
<br />STA 90+97,19, 14.00' LT
<br />1 572.71
<br />TYPICAL CURB RETURN DET.
<br />1 "- 10'
<br />DRIVE F
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />f4
<br />10.0'
<br />6.3'
<br />355235"
<br />PC=
<br />STA 60+35.66, 11.00' RT
<br />574.08
<br />4/4=
<br />STA 60+37.22, 11.12' RT
<br />574.05
<br />4/2=
<br />STA 60+38.74, 11.49' RT
<br />574.03
<br />34/4=
<br />STA 60+40.18, 12.08' RT
<br />574,01
<br />PT=
<br />ISTA 60+41.52, 12.90' RT
<br />1 574.01
<br />TYPICAL CURB RETURN DET.
<br />1 "- 10,
<br />a
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />ff
<br />PC=
<br />STA 91+19.69, 14.00' RT
<br />572.12
<br />4/4=
<br />STA 91+23.52, 14.76' RT
<br />572.05
<br />4/2=
<br />STA 91+26.76, 16.93' RT
<br />571.98
<br />34/4=
<br />STA 120+46.61, 11.76' RT
<br />571.92
<br />PT=
<br />STA 120+50.43, 11.00' RT
<br />571.92
<br />TYPICAL CURB RETURN DET.
<br />1'- 10'
<br />4
<br />I
<br />I I Q 4
<br />PC=60+31.56
<br />1
<br />C'3
<br />W a
<br />C,
<br />PT=50+42.89
<br />DRIVE
<br />a
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />15
<br />10.0'
<br />13.9'
<br />79'23'12"
<br />PC=
<br />STA 60+31.56, 11.00' LT
<br />574.18
<br />4/4=
<br />STA 60+34.96, 11.59' LT
<br />574.21
<br />4/2=
<br />STA 60+37.95, 13.31' LT
<br />574.24
<br />34/4=
<br />STA 60+40.18, 15.93' LT
<br />574.27
<br />PT=
<br />STA 50+42.89, 14.54' LT
<br />574.31
<br />TYPICAL CURB RETURN DET.
<br />1 "- 10'
<br />=90+70.58
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />f2
<br />18.0'
<br />27.7'
<br />8801156"
<br />PC=
<br />STA 62+44.66, 14.00' LT
<br />574.33
<br />d/4=
<br />STA 62+55.57, 14.28' LT
<br />574.14
<br />4/2=
<br />STA 62+62.14, 16.29' LT
<br />573.85
<br />34/4=
<br />STA 90+65.22, 15.50' LT
<br />573.56
<br />PT=
<br />STA 90+70.58, 14.00' LT
<br />573.27
<br />TYPICAL CURB RETURN DET.
<br />1'- 10'
<br />I _
<br />DRIVE F _�-
<br />PC=60+81.
<br />Ica
<br />O
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />fe
<br />15.0'
<br />23.6'
<br />9000100"
<br />PC=
<br />STA 60+81.02, 14.00' LT
<br />574.20
<br />4/4=
<br />STA 60+75.28, 15.14' LT
<br />574.29
<br />4/2=
<br />STA 50+42.39, 17.88' RT
<br />574.37
<br />34/4=
<br />STA 50+47.46, 14.95' RT
<br />574.45
<br />PT=
<br />STA 50+54.15, 14.00' RT
<br />574.52
<br />ATYPICAL CURB RETURN DET.
<br />+")SCALE : 1 "- 10'
<br />L
<br />2020 CPH Consultants, I.I.C. All Rlahts Rmirved.
<br />U
<br />i
<br />f
<br />f
<br />f
<br />z
<br />o
<br />rn
<br />W
<br />W
<br />a-
<br />cc
<br />Z
<br />a
<br />z
<br />Z
<br />0
<br />fn
<br />¢
<br />O
<br />3
<br />U
<br />8
<br />o
<br />w
<br />z
<br />W
<br />¢
<br />0
<br />r
<br />-a-
<br />N
<br />m
<br />1-9
<br />GI 21SRI.4
<br />S OVAL 8' l��'Y
<br />Yo
<br />ti
<br />THE AS -BUILT INFORMATION
<br />SHOWN ON THIS PLAN IS PER
<br />A FIELD SURVEY PERFORMED
<br />3Y MEAD GILMAN ASSOCIATES
<br />AND/OR RECORD DATA
<br />PROVIDED BY THE
<br />CONTRACTOR.
<br />L.L
<br />LU
<br />O
<br />U
<br />L.L
<br />O
<br />LL
<br />CLIENT
<br />z
<br />0
<br />Cr
<br />U)
<br />z
<br />C)
<br />C)
<br />C)
<br />Lij
<br />FOUR CORNERS, LLC
<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA98004
<br />PHONE: (425) 453-9551
<br />C P H
<br />CONSULTANTS
<br />Site Planning - CNiI Engineering
<br />Landscape Architecture • Land Use Consulting
<br />11321-B NE 1201h Street
<br />Kirkland, WA 98034 • (425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 98MI • (509) 293-7731
<br />www.cphconsultants.com
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING
<br />C2.21
<br />SHEET 13 OF 62
<br />
|