|
SW 1/4, SEC. 07, TWP. 28N., R05E, W.M.
<br />PT=61+40.94 _DRIVE
<br />a
<br />PC=81+98.87
<br />� I
<br />� o
<br />al
<br />a III pl
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />E ELEV.
<br />»
<br />25.0'
<br />19.1'
<br />43'51'20"
<br />PC=
<br />STA 81+98.87, 14.08' LT
<br />575.29
<br />4/4=
<br />STA 82+03.29, 15.90' LT
<br />575.21
<br />4/2=
<br />STA 61+46.90, 16.77' RT
<br />575.12
<br />34/4=
<br />STA 61+44.10, 14.72' RT
<br />574.94
<br />PT=
<br />STA 61+40.94, 14.00' RT
<br />574.93
<br />TYPICAL CURB RETURN DET.
<br />12 10'
<br />DRIVE K
<br />10+2 0 111
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />(�
<br />10.0'
<br />15.7'
<br />9000100"
<br />PC=
<br />STA 97+23.94, 14.00' LT
<br />572.19
<br />d/4=
<br />STA 97+27.77, 14.76' LT
<br />572.31
<br />d/2=
<br />STA 97+31.01, 16.93' LT
<br />572.42
<br />34/4=
<br />STA 110+20.17, 14.76' LT
<br />572.54
<br />PT=
<br />STA 110+24.00, 14.00' LT
<br />572.60
<br />TYPICAL CURB RETURN DET.
<br />it- 10'
<br />DEG
<br />10
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />28.0
<br />21.4'
<br />43'48-47"
<br />PC=
<br />STA 64+41.30, 18.70' RT
<br />570.33
<br />4/4=
<br />STA 64+44.64, 22.92' RT
<br />570.76
<br />4/2=
<br />STA 64+47.10, 27.71' RT
<br />571.23
<br />34/4=
<br />STA 64+48.60, 32.80' RT
<br />571.72
<br />PT=
<br />STA 64+49.10, 38.08' RT
<br />572.15
<br />ATYPICAL CURB RETURN DET.
<br />")SCALE : 1"- 10'
<br />DRIVE G
<br />62+C
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />18
<br />10.0'
<br />13.0'
<br />747831"
<br />PC=
<br />STA 81+98.38, 14.00' RT
<br />575.32
<br />4/4=
<br />STA 82+01.57, 14.52' RT
<br />575.22
<br />4/2=
<br />STA 82+04.43, 16.04' RT
<br />575.13
<br />34/4=
<br />STA 61+78.67, 15.64' RT
<br />575.04
<br />PT=
<br />STA 61+81.63, 14.32' RT
<br />574.94
<br />TYPICAL CURB RETURN DET.
<br />10 10'
<br />PC=110+24.00
<br />I I I I
<br />J
<br />0 �"s
<br />�s
<br />- DRIVE K
<br />"s
<br />I °
<br />PC=42+78.
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />f9
<br />19.5'
<br />22.9'
<br />67'I6'14"
<br />PC=
<br />STA 42+78.76, 14.00' LT
<br />571.01
<br />4/4=
<br />STA 42+92.66, 13.80' LT
<br />570.98
<br />4/2=
<br />STA 43+02.26, 14.12' LT
<br />570.96
<br />3d/4=
<br />STA 43+09.41, 1726' LT
<br />570.93
<br />PT=
<br />STA 43+13.86, 22.94' LT
<br />570.90
<br />TYPICAL CURB RETURN DET.
<br />i 10'
<br />-- --- J
<br />° o
<br />=97+71.94 1
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />(�
<br />10.0'
<br />15.7'
<br />9000100"
<br />PC=
<br />STA 110+24.00, 14.00' RT
<br />572.60
<br />4/4=
<br />STA 110+20.17, 14.76' RT
<br />572.54
<br />4/2=
<br />STA 97+64.87, 16.93' LT
<br />572.46
<br />34/4=
<br />STA 97+68.11, 14.76- LT
<br />572.39
<br />PT=
<br />STA 97+71.94, 14.00' LT
<br />572.31
<br />TYPICAL CURB RETURN DET.
<br />it- 10'
<br />PC=1
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />(�
<br />10.0'
<br />10.1'
<br />58 02'05"
<br />PC=
<br />STA 110+60.29, 15.52' RT
<br />572.61
<br />4/4=
<br />STA 110+62.25, 17.11' RT
<br />572.64
<br />4/2=
<br />STA 110+63.74, 19.15' RT
<br />572.66
<br />34/4=
<br />STA 110+64.68, 21.49' RT
<br />572.69
<br />PT=
<br />STA 110+65.00, 24.00' RT
<br />572.72
<br />TYPICAL CURB RETURN DET.
<br />1 "- 10'
<br />PC=43+31.
<br />I
<br />I
<br />I I
<br />DRIVE D
<br />K,
<br />Q?S
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />®
<br />10.0'
<br />15.7'
<br />9000100"
<br />PC=
<br />STA 43+31.10, 24.00' LT
<br />571.07
<br />d/4=
<br />STA 43+31.86, 20.17' LT
<br />570.95
<br />4/2=
<br />STA 43+34.03, 16.93, LT
<br />570.83
<br />34/4=
<br />STA 43+37.27, 14.76' LT
<br />570.70
<br />PT=
<br />STA 43+41.10, 14.00' LT
<br />570.71
<br />ATYPICAL CURB RETURN DET.
<br />1t- 10'
<br />of
<br />J
<br />I,
<br />C
<br />pa °
<br />f)
<br />O I
<br />3 I°
<br />n �
<br />c> 11.4
<br />PT=110+90.
<br />PC=110+87ooj -
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />24
<br />10.0'
<br />8.7'
<br />49 40'47"
<br />PC=
<br />STA 110+8700, 24.00' RT
<br />572.48
<br />4/4=
<br />STA 110+87.23, 21.85' RT
<br />572.43
<br />d/2=
<br />STA 110+87.92, 19.80' RT
<br />572.38
<br />34/4=
<br />STA 110+89.04, 17.95' RT
<br />572.34
<br />PT=
<br />STA 110+90.53, 16.38' RT
<br />572.30
<br />TYPICAL CURB RETURN DET.
<br />It. 10'
<br />2020 CPH Consultants, U.C. All Rig ns Rmirved.
<br />U
<br />i
<br />f
<br />f
<br />f
<br />f
<br />f
<br />0
<br />W
<br />0
<br />0
<br />N
<br />N
<br />z
<br />H
<br />W
<br />K N
<br />NZ = N
<br />0 U 0
<br />H IS a
<br />Of BE N N
<br />a 0
<br />Of z z z 0
<br />¢ ¢ ¢ z
<br />It it
<br />o_ 3
<br />0
<br />U w U U U 00
<br />IL w ir ¢ it
<br />Uj
<br />Q \ \ N
<br />al®l24ICIC
<br />Fs MID.
<br />ONAL l�Q
<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 />z
<br />C)
<br />U
<br />z
<br />0
<br />U
<br />cr
<br />O
<br />0
<br />Lij
<br />CLIENT
<br />w
<br />z5
<br />U
<br />z
<br />0
<br />z
<br />zz
<br />0
<br />U
<br />x
<br />i
<br />0
<br />x
<br />z
<br />z
<br />in
<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 />11321-13 NE 1201h Street
<br />Kirkland, WA 9e034 • )425) 285-2390
<br />101 South Wenatchee Avenue, Suite C3
<br />Wenatchee, WA 9e301 •1509) 293-7731
<br />www. c p h c o n s u l t a n ts. c a
<br />PROJECT NO.
<br />0024-18-042
<br />DRAWING // /�///�
<br />C2.22
<br />SHEET 14 OF 62
<br />
|