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NE• LINE TABLE
LINE
LENGTH
BEARING
1
53.40'
S89'54'45"W
2
6.05'
N87'19'31 "W
3
4.01'
N87'19'31"W
4
49.90'
S89'54'45"W
5
54.09'
N87'19'31 "W
6
104.90'
S89'54'45"W
A BRAEBURN LANE
No. LINE TABLE (CONT.)
LINE
LENGTH
BEARING
7
425.10'
N88'30'1 7"E
8
50.00'
N75'49'28"E
9
425.10'
N88'30'1 7"E
10
321.63'
N88'30'17"E
11
50.00'
N25'32'07"E
12
50.00'
N78'48'54"W
LEGEND
SEE SHT 6q VENVE Q
* CROWN LINE IS ALSO STATION LINE
PROPOSED AC PAVEMENT
PROPOSED SIDEWALK
SAWCUT PAVEMENT
16+00
-N-
�(j
STREET CONSTRUCTION NOTES
O
CONSTRUCT
6" CONCRETE CURB AND GUTTER PER CITY
OF
RADIUS
FONTANA STD. PLAN No. 1003
DELTA
OCONSTRUCT
50.05'
CONCRETE SIDEWALK PER CITY OF FONTANA
STD. PLAN
81'54'35"
No. 1015, WIDTH AND LOCATION PER PLAN
54.98'
OCONSTRUCT
35.00'
4" AC OVER 12" (Min.) OF 95% COMPACTED
NATIVE MATERIAL
OCONSTRUCT
359.00'
CURB RETURN ACCESS RAMP PER CITY OF FONTANA
2'45'44"
STD. PLAN
No. 1006
395.00'
O
CONSTRUCT
CROSS GUTTER PER CITY OF FONTANA STD.
PLAN No. 104, W=8'
6O
NOT USED
2'45'44"
6
7O SUPPLY & INSTALL STREET LIGHTING FOR LOCAL STREETS PER
STREET LIGHTING PLANS
8O CONSTRUCT LOCAL DEPRESSION PER APWA STD. PLAN NO. 313-1,
AND PER DETAIL SHOWN ON SHEET 2; CASE PER PLAN
9O SAW CUT EXIST. PAVEMENT 1.0 FT FROM EDGE OF IMPROVEMENT
Q CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
DELTA
1
50.05'
35.00'
30.39'
81'54'35"
2
54.98'
35.00'
35.00'
90'00'00"
3
17.31'
359.00'
8.66'
2'45'44"
4
19.04'
395.00'
9.52'
2'45'44"
5
18.17'
377.00'
9.09'
2'45'44"
6
67.39'
37.00'
47.66'
104'21'01"
7
131.31'
58.00'
123.57'
129'42'40"
8
23.68'
107.00'
11.89'
12'40'50"
9
1 23.68'
1 107.00'
1 11.89'
1 12'40'49"
10*
1 100.17'
1 55.00'
1 70.84'
1 104'21'01"
GRAPHIC SCALE
( IN FEET )
1 inch = 40 it.
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