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21.39TC
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15' PUBLIC
STORM DRAIN
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171.0.0'
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CONSTRUCT CONCRETE SCUPPER PER DETAILS ON SHEEP
0
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1 1.2.00'
21.69 FS
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NATIVE (95% COMPACTED)
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CONSTRUCT CROSS GUTTER PER -STD. 403 (WIDTH = 8')
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38.00'
140.95'
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CENTERLINE DATA
NO.
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DELTA OR
RADIUS LENGTH TANGENT
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LENGTH
BEARING
O1
N 89°52'02" E
N 00"07 '58" W
171.0.0'
CURB DATA
No.
DELTA OR
BEARING
RADIUS
LENGTH
TANGENT
O1
N 89°52'02" E
90.71'
REMOVE EXISTING AC PAVEMENT
02
N 89'52'02" E
CONSTRUCT 6" CURB AND GUTTER PER STD. 1000
100.91'
O4
1::3]
90'00'00"
25.00'
39.27'
25.00'
O6
N 00°07'58." W
36.00'
CONSTRUCT CONCRETE SCUPPER PER DETAILS ON SHEEP
0
16015137"
1 1.2.00'
31.78'
16.00'
NATIVE (95% COMPACTED)
N 16007'39" E
CONSTRUCT CROSS GUTTER PER -STD. 403 (WIDTH = 8')
50.00'
11
0
212'31 ' 13"
38.00'
140.95'
----
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N 16'23'35" W
50.00'
CONSTRUCTION NOTES
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O1
SAW GUT EXISTING AC PAVEMENT
O2.
REMOVE EXISTING AC PAVEMENT
O
CONSTRUCT 6" CURB AND GUTTER PER STD. 1000
O4
CONSTRUCT RESIDENTIAL DRIVEWAY PER STD. 1002 (SEE
DRIVEWAY CHART FOR WIDTH)
O5
CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER
STD. 1003
O6
CONSTRUCT SIDEWALK PER STD. 1006 (S=5')
O7
CONSTRUCT CONCRETE SCUPPER PER DETAILS ON SHEEP
2
O8
INSTALL STREET NAME SIGN WITH' STOP SIGN PER STD. 4003
O9
PLACE 4" AC MIN. PAVEMENT OVER 12" MIN. COMPACTED
NATIVE (95% COMPACTED)
10
CONSTRUCT CROSS GUTTER PER -STD. 403 (WIDTH = 8')
11
GRIND 1" EXISTING AC PAVEMENT TO CENTERLINE AND OVERLAY