Standards - Table of Contents
SECTION A: TYPICAL ROAD SECTIONS
Detail Title |
Dwg. No. |
Sheet No. |
Page |
---|---|---|---|
A/1 |
1/1 |
1 |
|
A/2 |
1/1 |
2 |
|
A/3 |
1/1 |
3 |
|
A/4 |
1/2 |
4 |
|
A/4 |
2/2 |
5 |
|
A/5 |
1/1 |
6 |
|
Urban & Rural Cul-De-Sacs Phase Development (Centered) Plan Views |
A/6 |
1/1 |
7 |
Urban & Rural Cul-De-Sacs Phase Development (Offset) Plan Views |
A/7 |
1/1 |
8 |
A/8 |
1/2 |
9 |
|
A/8 |
2/2 |
10 |
|
A/9 |
1/1 |
10-1 |
SECTION B: GENERAL ROAD IMPROVEMENTS
Detail Title |
Dwg. No. |
Sheet No. |
Page |
---|---|---|---|
B/1 |
1/1 |
11 |
|
B/2 |
1/1 |
12 |
|
B/3 |
1/1 |
13 |
|
B/4 |
1/2 |
14 |
|
B/4 |
2/2 |
15 |
|
B/4A |
1/1 |
15-1 |
|
B/5 |
1/2 |
16 |
|
B/5 |
2/2 |
16-1 |
|
B/6 |
1/1 |
17 |
|
Commercial & Industrial Driveway Approach (w/ Monolithic Curb & Sidewalk) |
B/7 |
1/1 |
18 |
New Driveway Approach at Existing Vertical Curb, Gutter & Sidewalk |
B/8A |
1/1 |
19 |
New Driveway Approach In Existing Rolled Curb, Gutter & Sidewalk |
B/8B |
1/1 |
19-1 |
B/9 |
1/1 |
20 |
|
Plug For Abandoned Driveway Approach (w/ Monolithic Curb & Sidewalk) |
B/10 |
1/1 |
21 |
B/11 |
1/1 |
22 |
|
B/12 |
1/1 |
23 |
|
B/13 |
1/1 |
24 |
|
B/14 |
1/1 |
25 |
|
B/15 |
1/1 |
26 |
|
B/16 |
1/1 |
27 |
|
B/17 |
1/1 |
28 |
|
B/18 |
1/1 |
29 |
SECTION C: STORM DRAINAGE IMPROVEMENTS
Detail Title |
Dwg. No. |
Sheet No. |
Page |
---|---|---|---|
C/1 |
1/1 |
30 |
|
C/2 |
1/1 |
31 |
|
C/3 |
1/1 |
32 |
|
C/4 |
1/1 |
33 |
|
C/5 |
1/3 |
34 |
|
C/5 |
2/3 |
35 |
|
C/5 |
3/3 |
36 |
|
C/6 |
1/1 |
37 |
|
Manhole Bases, Straight 1.2 m (48 in.) through 2.1 m (84 in.) |
C/7 |
1/1 |
38 |
C/8 |
1/1 |
39 |
|
C/9 |
1/1 |
40 |
|
C/9A |
1/1 |
40-1 |
|
C/10 |
1/1 |
41 |
|
C/11 |
1/2 |
42 |
|
C/11 |
2/2 |
43 |
SECTION E: SIGNAL & LIGHTING IMPROVEMENTS
Detail Title |
Dwg. No. |
Sheet No. |
Page |
---|---|---|---|
E/2A |
1/2 |
44 |
|
E/2A |
2/2 |
45 |
|
E/2D |
1/2 |
46 |
|
E/2D |
2/2 |
47 |
|
E/3A |
1/1 |
48 |
|
E/4 |
1/1 |
49 |
|
E/5A |
1/3 |
50 |
|
E/5A |
2/3 |
51 |
|
E/5A |
3/3 |
52 |
|
E/5C |
1/1 |
53 |
|
E/6A |
1/1 |
54 |
|
(Not Used) |
|
|
55 |
E/6B |
1/2 |
56 |
|
E/6B |
2/2 |
57 |
|
E/8 |
1/2 |
58 |
|
E/8 |
2/2 |
58-1 |
|
E/13 |
1/2 |
59 |
|
E/13 |
2/2 |
60 |
|
Signal Standard Type SCC 29-6-160 (29-6-100) and Type SCC 26-6-160 (26-6-100) |
E/40 |
1/1 |
61 |
Connection Details Type SCC 26-6-160 (26-6-100) and Type SCC 29-6-160 (29-6-100) |
E/41 |
1/1 |
62 |
Signal Head Mounting Assembly Type SCC 26-6-160 (26-6- 100) and SCC 29-6-160 (29-6-100) |
E/42 |
1/1 |
63 |
Signal Standard Foundation Type SCC 26-6-160 (26-6-100) And SCC 29-6-160 (29-6-100) |
E/43 |
1/1 |
64 |
E/44 |
1/1 |
65 |
|
E/45 |
1/1 |
66 |
|
E/46 |
1/1 |
67 |
|
E/47 |
1/1 |
68 |
|
E/48 |
1/1 |
69 |
|
E/49 |
1/1 |
70 |
|
E/50 |
1/1 |
70-1 |
|
E/51 |
1/1 |
70-2 |
|
E/52 |
1/1 |
70-3 |
|
E/53 |
1/1 |
70-4 |
|
E/54 |
1/1 |
70-5 |
SECTION U: UNDERGROUND UTILITY IMPROVEMENTS
Detail Title |
Dwg. No. |
Sheet No. |
Page |
---|---|---|---|
U/1 |
1/1 |
71 |
|
U/3A |
1/1 |
72-1 |
|
U/3B |
1/1 |
72-2 |
|
U/3C |
1/1 |
72-3 |
|
Typical Utility Trench Construction Outside the Paved Section of Roadway |
U/3D |
1/1 |
72-4 |
Special Utility Trench Details (150 mm (6 in.) Maximum Trench Width) |
U/4 |
1/1 |
73 |