|
0
<br />V
<br />: whaball before you
<br />_________________________
<br />Q 4 \
<br />a r__ J
<br />a�PT=10-+V22.19 4
<br />----------�
<br />0
<br />PC=114+22.
<br />DRIVE L
<br />�I
<br />-4+52
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />E ELEV.
<br />(1)
<br />12.5'
<br />15.3'
<br />70 05'37"
<br />PC=
<br />STA 114+22.78, 14.00' LT
<br />568.77
<br />A/4=
<br />STA 114+26.54, 14.58' LT
<br />568.52
<br />4/2=
<br />STA 114+29.96, 16.27' LT
<br />568.26
<br />34/4=
<br />STA 10+18.85, 17.57' LT
<br />56&00
<br />PT=
<br />STA 10+22.19, 15.75' LT
<br />56Z 75
<br />TYPICAL CURB RETURN DET.
<br />IQ a I a
<br />----------------J
<br />PT=20+31.
<br />m
<br />4+0o DRIVE D
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />20.0'
<br />27.1'
<br />77043'40"
<br />PC=
<br />STA 44+12.68, 14.03' LT
<br />571.79
<br />4/4=
<br />STA 44+19.26, 15.53' LT
<br />571.67
<br />A/2=
<br />STA 44+24.97, 19.13' LT
<br />571.55
<br />34/4=
<br />STA 20+25.43, 16.44' LT
<br />571.44
<br />PT=
<br />STA 20+31.81, 14.26' LT
<br />571.32
<br />TYPICAL CURB RETURN DET.
<br />1 "- 10'
<br />SW 1/4, SEC. 07, TWP. 28N., Rl W.M.
<br />�FF /
<br />-------------
<br />j
<br />/ ■ .
<br />DRIVE B
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />0
<br />12.5'
<br />14.5'
<br />66'1757"
<br />PC=
<br />STA 24+24.80, 14.00' RT
<br />568.07
<br />4/4=
<br />STA 24+28.37, 14.52' RT
<br />567.74
<br />A/2=
<br />STA 24+31.64, 16.03' RT
<br />567.41
<br />34/4=
<br />STA 10+18.48, 17.99' RT
<br />567.08
<br />PT=
<br />STA 10+21.53, 16.07' RT
<br />566.75
<br />TYPICAL CURB RETURN DET.
<br />42+00
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEVV,
<br />©
<br />15.0'
<br />21.8'
<br />83'1121"
<br />PC=
<br />STA 41+78.42, 14.11' RT
<br />572.46
<br />4/4=
<br />STA 41+83.59, 15.71' RT
<br />572.24
<br />A/2=
<br />STA 91+79.15, 17.78' LT
<br />572.02
<br />34/4=
<br />STA 91+74.52, 14.98' LT
<br />571.79
<br />PT=
<br />STA 91+69.19, 14.00' LT
<br />571.63
<br />TYPICAL CURB RETURN DET.
<br />4�
<br />PT=20+66.
<br />DRIVE C
<br />19.00
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />0
<br />PC=
<br />STA 30+19.00, 14.00' LT
<br />570.23
<br />4/4=
<br />STA 30+17.09, 14.38' LT
<br />570.30
<br />4/2=
<br />STA 30+15.46, 15.46' LT
<br />570.37
<br />3A/4=
<br />STA 20+64.61, 14.38RT
<br />570.44
<br />PT=
<br />STA 20+66.52, 14.00' RT
<br />570.51
<br />TYPICAL CURB RETURN DET.
<br />DRIVE D�-� -
<br />!�
<br />451�IE� 1
<br />R�
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />0
<br />20.0'
<br />31.4'
<br />9000100"
<br />PC=
<br />STA 91+64.19, 14.00' RT
<br />571.59
<br />4/4=
<br />STA 91+71.84, 15.52' RT
<br />571.56
<br />4/2=
<br />STA 91+78.33, 19.86' RT
<br />571.52
<br />34/4=
<br />STA 42+31.99, 15.52' RT
<br />571,46
<br />PT=
<br />STA 42+39.64, 14.00' RT
<br />571.37
<br />TYPICAL CURB RETURN DET.
<br />I I
<br />PC=44+79.60
<br />]'
<br />DRIVE D
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />FL ELEV.
<br />0
<br />PC=
<br />STA 44+79.60, 10.00' LT
<br />571.12
<br />4/4=
<br />STA 44+72.72, 11.22' LT
<br />571.28
<br />A/2=
<br />STA 44+66.68, 14.73' LT
<br />571.41
<br />3d/4=
<br />STA 20+21.11, 16.62' RT
<br />571.42
<br />PT=
<br />STA 20+27.69, 14.28' RT
<br />571.27
<br />TYPICAL CURB RETURN DET.
<br />y1 a
<br />h1A,.
<br />C 1 T=91+61.69
<br />a
<br />PC=120+50.43
<br />DRIVE M
<br />CURB
<br />RETURN TABLE
<br />NO.
<br />RADIUS
<br />L
<br />A
<br />FOC LOCATION
<br />EL ELEV.
<br />10.0'
<br />15.7'
<br />9000'00'
<br />PC=
<br />STA 120+50.43, 11.00' LT
<br />571.92
<br />A/4=
<br />STA 120+46.61, 11.76' LT
<br />571.84
<br />4/2=
<br />STA 120+43.36, 13.93' LT
<br />571.76
<br />34/4=
<br />STA 91+57.86, 14.76' RT
<br />571.68
<br />PT=
<br />STA 91+61.69, 14.00' RT
<br />571.60
<br />TYPICAL CURB RETURN DET.
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<br />10900 NE 8TH STREET
<br />SUITE 1200
<br />BELLEVUE, WA98004
<br />PHONE: (425) 453-9551
<br />C P H
<br />CONSULTANTS
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<br />Landscape Architecture • Land Use Consulting
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<br />DRAWING
<br />C2.20
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