§ 4.00 GRADES.

§ 4.01.   North Third Street from the north line of Davenport Street to the south line of Price Street;

§ 4.02.   North Second Street from the north line of LeClaire Road to the north line of Davenport Street;

§ 4.03.   North Fifth Street from the north line of Donahue Street to the south line of Price Street; and

§ 4.04.   Price Street from 105 feet west of the west line of Fifth Place to the east line of North Fifth Street.

NORTH THIRD STREET FROM:
Station		Top of 6-Inch Curb Grade
		East	West
1-20.5	MATCH EXISTING PCC THRU GUTTER	EXISTING CURB	789.47
1+50		AND	789.63
1+90	VPI (HIGH POINT)	GUTTER	789.79
2+00			789.75
2+50		789.67	789.55
3+00		789.47	789.35
3+50		789.27	789.15
4+00		789.07	788.95
4+15	VPC	789.01	788.89
4+25	LOW POINT	788.99	788.87
4+75	VPT–VPC	789.50	789.50
5+00		789.84	789.84
5+25	VPT AND VPC	790.15	790.15
5+37.5	HIGH POINT	790.22	790.22
5+50		790.18	790.18
5+75	VPT	789.82	789.82
6+00		789.34	789.34
6+50		788.38	788.38
7+00		787.42	787.42
7+27	END ACC PAVEMENT, MATCH EXISTING GUTTER ELEVATION	786.90	786.90
7+95.5	START ACC PAVEMENT, MATCH EXISTING GUTTER ELEVATION	785.86	785.86
8+30	VPC	784.78	784.62
8+60	VPI	784.06	783.90
8+83	LOW POINT	783.90	783.74
8+90	VPT	783.92	783.76
9+00		783.96	783.80

 

Station		Top of 6-Inch Curb Grade
		North	South
9+50		784.16	784.00
10+00		784.36	784.20
10+25	VPC	784.46	784.30
10+50		784.62	784.46
11+00		785.33	785.17
11+25	VPT	785.87	785.71
11+50		786.48	786.48
12+00		787.69	787.69
12+50		788.29	788.29
12+75		789.44	789.44
13+00		789.86	789.86
13+25		790.15	790.15
13+50		790.31	790.31
14+00		790.41	790.41
14+45	END ACC PAVEMENT	790.59	790.59

 

NORTH SECOND STREET FROM:
Station		Top of 6-Inch Curb Grade
		East	West
1+50.5	MATCH EXISTING PCC PAVEMENT	788.40	788.74
2+00		788.09	788.38
2+50		787.78	788.02
3+00		787.47	787.66
3+50		787.16	787.41
4+00		786.91	787.16
4+50		786.66	786.91
5+00		786.41	786.66
5+50		786.16	786.41
5+80	LOW POINT
5+83	LOW POINT	786.00	786.26
6+00		786.17	786.42
6+50		786.69	786.82
7+00		787.21	787.22
7+33		787.05 (gutter)	786.98 (gutter)
7+55		787.29	787.16 (gutter)
7+85	MATCH EXISTING ACC PAVEMENT	787.59 (gutter)	787.40 (gutter)

 

NORTH FIFTH STREET FROM:
Station		Top of 4-Inch Curb Grade
		East	West
0+34.5	MATCH EXISTING CURB AND GUTTER	788.72
0+75	VPI	788.85
1+00		788.79
1+50		788.68
2+00		788.57
2+50		788.46	EXISTING
3+00		788.35	CURB
3+50		788.24	AND
4+00		788.13	GUTTER
4+50		788.02
5+00		787.91
5+50		787.80
6+00		787.69
6+50		787.58
6+85.7	MATCH P.C.C. PAVEMENT AT PRICE STREET	787.50

 

PRICE STREET FROM:
Station		Top of 4-Inch Curb Grade
		North	Center Line	South
10+60.3	MATCH EXISTING P.C.C. PAVEMENT
11+00
11+50		EXIST-	EXIST-	EXIST-
12+00		ING	ING	ING
12+50		CURB	PAVE-	CURB
13+00		AND	MENT	AND
13+50		GUTTER		GUTTER
14+00
14+12.7	WEST E.O.R FOR NORTH FIFTH STREET
14+48.2		787.18	787.30	786.85 (gutter)
14+83.7	END P.C.C. PAVEMENT	786.83	786.89	786.83 (gutter)

 

§ 4.05.   Blackhawk Trail from Station 1500+08.56 (center line of South First Street) easterly to Station 1527+00 (west side of Highway #61 Interchange) in Section 23 and 26, Township 79 North, Range 3 East of the Fifth Prime Meridian in the city.

Station		Center Line Grade
1500+19.50	BEGIN P.C.C. PAVEMENT	732.11
1501+00		731.85
1501+25 VPC		731.77
1501+50		731.71
1501+75		731.67
1502+00	VPI (LOW POINT)	731.68
1502+25		731.69
1502+50		731.75
1502+75	VPI	731.84
1503+00		731.94
1504+00		732.34
1505+00		732.74
1506+00		733.14
1507+00		733.55
1508+00		733.95
1509+00		734.35
1510+00		734.76
1511+00		735.16
1512+00		735.56
1513+00		735.97
1514+00		736.37
1515+00		736.77
1516+00	VPC	737.18
1516+25		737.27
1516+50		737.36
1516+75		737.45
1517+00		737.56
1517+25		737.60
1517+50		737.67
1517+75		737.73
1518+00	VPI	737.78
1518+25		737.83
1518+50		737.87
1518+75		737.90
1519+00		737.93
1519+25		737.95
1519+50		737.97
1519+75		737.98
1520+00	VPI	737.98
1520+07+03	INTERSECTION WITH C.M.ST.P. AND P.R.R.	737.98
1520+50	VPC	737.98
1520+75		738.00
1521+00		738.07
1521+25		738.18
1521+50		738.33
1521+75		738.53
1522+00		738.77
1522+25		739.05
1522+50	VPI	739.38
1522+75		739.75
1523+00		740.17
1523+25		740.63
1523+50		741.13
1523+75		741.68
1524+00		742.27
1524+25		742.90
1524+50	VPT	743.58
1525+00		744.98
1526+00		747.78
1527+00		750.58
1528+00		753.38
1529+00		756.18
1530+00		758.98
1531+00		761.78
1531+25	VPC	762.48
1531+50		763.17
1531+75		763.83
1532+00		764.47
1532+25		765.08
1532+50		765.57
1532+75		766.23
1533+00		766.77
1533+25		767.28
1533+50		767.77
1533+75		768.23
1534+00		768.67
1534+25		769.08
1534+50	VPI	769.47
1534+75		769.83
1535+00		770.17
1535+25		770.48
1535+50		770.77
1535+75		771.03
1536+00		771.27
1536+25		771.48
1536+50		771.67
1536+75		771.83
1537+00		771.97
1537+25		772.08
1537+50		772.17
1537+75	VPT	772.23
1538+00		772.28
1539+00		772.48

 

§ 4.06.   Blackhawk Trail from Station 1540+00 (east side of Highway #61 Interchange) easterly to Station 1552+52.70 (center line of State Highway 956) in Section 24 and 25, Township 79 North, Range 3 East of the Fifth Prime Meridian in the city.

Station		Center Line Grade
1540+00		772.68
1541+00		772.88
1542+00		773.08
1543+00		773.28
1544+00		773.48
1545+00	VPC	773.68
1545+25		773.72
1545+50		773.75
1545+75	HIGH POINT	773.77
1546+00		773.76
1546+25		773.75
1546+50		773.72
1546+75		773.68
1547+00	VPI	773.62
1547+25		773.55
1547+50		773.46
1547+75		773.36
1548+00		773.24
1548+25		773.11
1548+50		772.97
1548+75		772.81
1549+00	VPT	772.63
1550+00		771.91
1551+00		771.18
1552+00	END P.C.C. PAVEMENT	770.46