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39.44
19.75
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32004'24"
52.00
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.'c0rES;,lp;l PLANS PREPARE[
°c v. 25083 -
Exp. 1231.89 * RANDAL L . S i RE
MY REGISI
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LENGTH
TANGENT
0
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3114.00
274.53
137.35
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318.00
39.44
19.75
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32004'24"
52.00
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17.82
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44005'44"
62.00
0
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03053'24"
282.00
19.15
9.58
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05044'11"
3150.00
315.37
157.82
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300.00
CONSTRUCTION NOTES:
1a -CONSTRUCT ftA.C. OVER toA.B. PAV?NG (ASSUME 4" A.C.
OVER NATIVE BASE FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING
THICKNESS TO BE DETERMINED PER PAVING NOTE ON SHEET 1.)
O2 -CONSTRUCT 6" CURB b GUTTER PER CITY STD. 101.
(�)�-CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STS. 105A.
O4 -CONSTRUCT RESIDENTIAL DRIVEWA'f PER CITY STD. 102 (W=16' MAX; X=3').
EXACT LOCATION 1'0 BE DETERMINED AT THE TIME OF CONSTRUC?ION
O5 -CONSTRUCT SIDEWALK DISCHARGE STRUCTURE PER C1.T'f STANDARD 124,
MODIFIED PER THE SIDEWALK DRAIN DETAIL ON SHEET N0. 2 [SIZE PER PLAN
a -O ---o INSTALL SINGLE 5800 H.P.S. STREET LIGHT.
CIJRVFF DATA
Q
DELTA
RADIUS
LENGTH
TANGENT
0
05003'04"
3114.00
274.53
137.35
Q
07005'25"
318.00
39.44
19.75
Qc
32004'24"
52.00
34.71
17.82
Q
44005'44"
62.00
47.72
25.11
Q
03053'24"
282.00
19.15
9.58
Q
05044'11"
3150.00
315.37
157.82
//!,' 42'3/"
38.00
77.40
C0/. &&
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/=I&o /4' 3,�,"
38.00
90, 5&
94.03
Q
060 / 2' / 6/'
3132.00
339. 15
1&9,14
Q
1 7° 18' 08"
300.00
90.59
45.54
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