Approved as Modified
See case notes below
VARIANCES:
1) REDUCE THE K VALUE FROM 25 TO 15 AT THE INTERSECTION OF ROAD ?A? AND N. CAMPBELL STATION ROAD.
2) REDUCE THE K VALUE FROM 25 TO 20 BETWEEN ROAD ?B? STATIONS 1+02.83 AND 2+50.34.
3) REDUCE THE TANGENT BETWEEN REVERSE CURVES FROM 50' TO 25' BETWEEN STATIONS 16+42.82 AND 16+68.28.
4) REDUCE THE TANGENT BETWEEN REVERSE CURVES FROM 50? TO 31' BETWEEN STATIONS 19+86.39 AND 20+18.12.
5) REDUCE THE TANGENT BETWEEN REVERSE CURVES FROM 50? TO 45? BETWEEN STATIONS 48+16.38 AND 48+62.33.
6) REDUCE THE TANGENT BETWEEN REVERSE CURVES FROM 50? TO 44' BETWEEN STATIONS 49+09.15 AND 49+53.62.
7) REDUCE THE TANGENT BETWEEN REVERSE CURVES FROM 50? TO 39? BETWEEN STATIONS 26+95.89 AND 27+35.05.
8) REDUCE THE TANGENT BETWEEN BROKEN BACK CURVES FROM 150' TO 99' BETWEEN STATIONS 29+72.53 AND 30+71.78.
9) REDUCE THE TANGENT BETWEEN BROKEN BACK CURVES FROM 150' TO 43' BETWEEN STATIONS 32+82.68 AND 33+26.05.
10) REDUCE THE TANGENT BETWEEN BROKEN BACK CURVES FROM 150' TO 113' BETWEEN STATIONS 34+28.69 AND 35+42.33.
ALTERNATIVE DESIGN STANDARDS REQUIRING PLANNING COMMISSION APPROVAL:
ROAD ?A?:
1) REDUCE THE CENTERLINE RADIUS FROM 250' TO 150' BETWEEN STATIONS 3+53.81 AND 3+91.67.
2) REDUCE THE CENTERLINE RADIUS FROM 250' TO 150' BETWEEN STATIONS 4+72.37 AND 5+10.22.
3) REDUCE THE CENTERLINE RADIUS FROM 250' TO 125' BETWEEN STATIONS 10+64.35 AND 12+55.31.
4) REDUCE THE CENTERLINE RADIUS FROM 250' TO 125' BETWEEN STATIONS 13+62.62 AND 15+23.22.
ROAD 'B':
1) REDUCE THE CENTERLINE RADIUS FROM 250' TO 150' BETWEEN STATIONS 15+61.50 AND 16+42.82.
2) REDUCE THE CENTERLINE RADIUS FROM 250' TO 150' BETWEEN STATIONS 19+45.16 AND 19+86.39.
3) REDUCE THE CENTERLINE RADIUS FROM 250' TO 150' BETWEEN STATIONS 45+75.28 AND 48+16.38.
4) REDUCE THE CENTERLINE RADIUS FROM 250' TO 150' BETWEEN STATIONS 25+97.12 AND 26+95.89.
5) REDUCE THE CENTERLINE RADIUS FROM 250' TO 150' BETWEEN STATIONS 35+42.33 AND 36+31.41.
6) REDUCE THE CENTERLINE RADIUS FROM 250' TO 125' BETWEEN STATIONS 10+64.94 AND 12+47.06.
7) REDUCE THE CENTERLINE RADIUS FROM 250' TO 200' BETWEEN STATIONS 20+ 18.12 AND 21+32.23.
8) REDUCE THE CENTERLINE RADIUS FROM 250' TO 200' BETWEEN STATIONS 21+94.76 AND 22+53.90.
9) REDUCE THE CENTERLINE RADIUS FROM 250' TO 200' BETWEEN STATIONS 27+35.05 AND 29+72.53.
10) REDUCE THE CENTERLINE RADIUS FROM 250' TO 100' BETWEEN STATIONS 16+68.28 AND 17+20.50.
11) REDUCE THE CENTERLINE RADIUS FROM 250' TO 100' BETWEEN STATIONS 33+26.05 AND 34+28.69.
ALTERNATIVE DESIGN STANDARDS REQUIRING KNOX COUNTY ENGINEERING AND PUBLIC WORKS APPROVAL:
1) INCREASE THE INTERSECTION GRADE FROM 1 % TO 3% AT THE INTERSECTION OF ROAD ?A? AND N. CAMPBELL STATION ROAD.
2) INCREASE THE INTERSECTION GRADE FROM 1 % TO 2% AT THE INTERSECTION OF ROAD ?A? AND ROAD 'B'.
3) INCREASE THE INTERSECTION GRADE FROM 1% TO 1.99% AT THE INTERSECTION OF ROAD 'B' AND ROAD 'B'.
4) INCREASE THE INTERSECTION GRADE FROM 1% TO 3% AT THE INTERSECTION OF ROAD 'B' AND ROAD 'C'.
5) INCREASE THE INTERSECTION GRADE FROM 1% TO 2% AT THE INTERSECTION OF ROAD 'B' AND ROAD 'D'.
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West side of N. Campbell Station Rd., north of Yarnell Rd.
Commission District 6
Urban Engineering, Inc.