Signed_Drawings.pdf
PDF 2 MB Posted
- Solicitation number
- AG-03K0-S-16-0017
About this file
Drawings
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Davis_Bacon_Wage_Determination.pdf | ||
| AG-03K0-S-16-0017.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLAND
MAP
PROJECT AREA
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
HELENA-LEWIS & CLARK NF
D. WOODS 1/2016
STATIO
N
0+00
U
PPER SECTIO
N O
F PRO
JECT
STATIO
N
11+18
EXISTIN
G TRAIL 302
STATIO
N
27+57
STATIO
N
0+00
STATIO
N
67+26
EXISTIN
G TRAIL 302
CO
N
STRU
CT TRAIL O
N
EXISTIN
G RO
AD
N
EW
TRAIL CO
N
STRU
CTIO
N
LO
W
ER SECTIO
N
O
F PRO
JECT
N
EW
TRAIL CO
N
STRU
CTIO
N
TO
DIVIDE RO
AD 839
RO
AD 268
IN
STALL TRAIL M
ARKER
302A
IN
STALL TRAIL M
ARKER
302A
IN
STALL TRAIL M
ARKER
O
THER TRAIL M
ARKERS
LO
CATIO
N
W
ILL BE STAKED
BY CO
GENERAL NOTES
1. MATERIALS AND CONSTRUCTION FOR THIS PROJECT SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF TRAILS AND THE SPECIAL PROJECT SPECIFICATIONS
2. ESTIMATE OF QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY, CONTRACTOR SHALL BE RESPONSIBLE TO
VERIFY ALL QUANTITIES, VOLUMES AND LENGTHS.
ESTIMATE OF QUANTITIES
NOTE - ESTIMATE OF QUANTITIES ARE FOR CONTRACTOR CONVENIENCE ONLY, CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL QUANTITIES, VOLUMES AND LENGTHS.
SPECIFICATION NOTES
904 THE EXISTING TRAIL SHALL BE CLOSED DURING THE ENTIRE DURATION OF THE PROJECT. ALSO, THE CURRENT LEWIS AND CLARK TRAVEL PLAN MAP IS APPLICABLE TO THE CONTRACTOR, EXCEPT FOR TRAVEL AS ALLOWED IN
THE SPECIAL PROJECT SPECIFICATIONS.
907 THE EQUIPMENT USED ON THE PROJECT MUST BE WEED SEED FREE BEFORE ENTERING FOREST SERVICE LANDS.
908 THE FOREST SERVICE WILL PROVIDE CONSTRUCTION STAKING IN THE VICINITY OF CLIMBING TURN AND
SWITCHBACKS.
912 PAY ITEM 912(01) IS USED FOR TRAIL CONSTRUCTION WHEN ITEM 912(16) IS NOT USED.
PAY ITEM 912(16) IS USED WHEN TRAIL CONSTRUCTION IS DONE ON EXISTING ROAD.
EXCESS FILL GENERATED FROM STATIONS 0.0 TO 135.2 ON THE UPPER SECTION SHALL BE PLACED ON THE ROAD
TO RECONTOUR IT WITHIN 300 YARDS OF THE EXCAVATION AS SPECIFIED BY THE CO.
954 THE LOCATION OF THE TRAIL MARKER SIGNS WILL BE STAKED BY THE CO.
ITEM DESCRIPTION METHOD OF MEASURE PAY UNIT MEASURE
911 (02) Clearing & Grubbing DQ Linear Feet 7845
912 (01) Excavation DQ Linear Feet 3741
912 (05) Trail Turnout AQ Each 4
912 (06) Rolling Dip AQ Each 3
912 (16) Excavation Within Existing Road DQ Linear Feet 3969
914 (01) Switchback, Type I AQ Each 1
951 (01) Mobilization LSQ Lump Sum 1
952 (02) Furnish and Install Sign Panel AQ Each 6
952 (03) Treated Posts, Length 8 ft-Dia. 6 inch AQ Each 6
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLAND
ESTIMATE OF QUANTITIES
PROJECT NOTES
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
HELENA-LEWIS & CLARK NF
D. WOODS 1/2016
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
1 0 123.3 11.978 12 6 INTERSECTION WITH TRAIL
302A
2 12 137.6 11.995 12 3
3 24 176.7 15.886 16 12
4 40 215.6 11.849 12 16
5 52 255.4 14.834 15 15
6 67 259.1 16.916 17 10
7 84 241.6 48.225 49 18
8 133 287.8 20.974 21 -5
9 154 254.8 40.352 41 18
10 195 243.9 52.488 53 14
11 248 243.7 49.7 50 11
12 298 225.9 25.815 26 12
13 324 187.4 38.722 39 12
14 363 169.5 28.929 29 7
15 392 137.9 43.98 44 3
16 436 126.3 43.991 44 2
17 480 153.1 71.871 72 6
18 552 132.3 35.993 36 2
19 588 107.2 30.975 31 -4
20 619 152 18.985 19 4
21 638 119.3 36.983 37 -3
22 675 96.3 38.876 39 -8
23 714 116.5 53.903 54 -6
24 768 153.8 98.955 99 -3
25 867 182.8 79.745 80 8
26 947 155.3 84.729 85 8
27 1032 140.1 22.836 23 -12
28 1055 172.9 49.752 50 10
29 1105 167.3 56.818 57 8
30 1162 150.3 37.932 38 -6
31 1200 189.8 59.698 61 21
32 1261 199.6 39.957 41 23
33 1302 160.7 32.919 33 -7
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
34 1335 171.6 58.259 59 16
35 1394 171.3 68.334 69 14
36 1463 137.6 27.648 28 -16
37 1491 176.9 48.619 50 24
38 1541 166.7 77.349 78 13
39 1619 143.8 21.868 22 -11
40 1641 177.8 61.123 62 17
41 1703 176.2 62.392 63 14
42 1766 149.3 92.538 93 -10
43 1859 175.4 69.226 70 15
44 1929 179.6 91.832 93 16
45 2022 179.4 58.58 59 12
46 2081 159 100.874 101 -5
47 2182 184.2 101.371 103 18
48 2285 154.3 49.644 50 -12
49 2335 189.3 73.814 75 18
50 2410 166.8 95.995 96 -1
51 2506 165.6 76 76 0
52 2582 165.8 67.969 68 -3
53 2650 179.5 42.787 43 10
54 2693 156.1 72.768 73 -8
55 2766 159.7 10.786 11 -20 HUB
56 2777 168.5 62.95 63 -4
57 2840 161.2 20.991 21 -3
58 2861 185.3 42.991 43 2
59 2904 170.3 56.989 57 2
60 2961 177.7 81.898 82 5
61 3043 176.7 49.998 50 1
62 3093 182.2 80.674 81 9
63 3174 184.7 74.817 75 7
64 3249 187.3 72.768 73 8
65 3322 186 40.9 41 7
66 3363 166.2 35 35 0
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
67 3398 188.9 75.814 76 7
68 3474 182.4 47.914 48 6
69 3522 191 61.889 62 6
70 3584 186.7 57.896 58 6
71 3642 160.7 12.999 13 1
72 3655 191.1 77.247 78 14
73 3733 187.5 73.556 74 11
74 3807 190.2 53.783 54 9
75 3861 170.3 66.97 67 3
76 3928 171.6 65.918 66 -5
77 3994 168.8 89.888 90 -5
78 4084 148.4 29 29 0
79 4113 92 24.995 25 -2
80 4138 49 58.997 59 -1
81 4197 36.5 60.997 61 -1
82 4258 45.6 79.996 80 -1
83 4338 59 46.998 47 -1
84 4385 41.6 92.995 93 -1
85 4478 44.3 65 65 0
86 4543 35.8 38.982 39 3
87 4582 47.6 75.996 76 1
88 4658 38.3 84.996 85 1
89 4743 44.2 95.995 96 1
90 4839 48 89.982 90 2
91 4929 33.2 85.961 86 -3
92 5015 31.4 97.922 98 -4
93 5113 36.2 94.981 95 2
94 5208 37.4 100.995 101 1
95 5309 26.7 115.948 116 -3
96 5425 31.2 98.995 99 -1
97 5524 33.5 132.94 133 3
98 5657 26 143.885 144 4
99 5801 32.3 125.774 126 6
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
100 5927 23.4 18 18 0
101 5945 27.5 90 90 0
102 6035 24.4 99.98 100 2
103 6135 23.7 117.994 118 1
104 6253 26.3 86.983 87 -2
105 6340 21.9 75 75 0
106 6415 32.4 96.922 97 4
107 6512 33 23.957 24 6
108 6536 8.7 85.484 86 11
109 6622 8.3 63.466 64 13
110 6686 3.1 64.841 65 7
111 6751 HUB BY EDGE OF ROAD
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLAND
LOWER SECTION
SURVEY LOG
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
34 1335 171.6 58.259 59 16
35 1394 171.3 68.334 69 14
36 1463 137.6 27.648 28 -16
37 1491 176.9 48.619 50 24
38 1541 166.7 77.349 78 13
39 1619 143.8 21.868 22 -11
40 1641 177.8 61.123 62 17
41 1703 176.2 62.392 63 14
42 1766 149.3 92.538 93 -10
43 1859 175.4 69.226 70 15
44 1929 179.6 91.832 93 16
45 2022 179.4 58.58 59 12
46 2081 159 100.874 101 -5
47 2182 184.2 101.371 103 18
48 2285 154.3 49.644 50 -12
49 2335 189.3 73.814 75 18
50 2410 166.8 95.995 96 -1
51 2506 165.6 76 76 0
52 2582 165.8 67.969 68 -3
53 2650 179.5 42.787 43 10
54 2693 156.1 72.768 73 -8
55 2766 159.7 10.786 11 -20 HUB
56 2777 168.5 62.95 63 -4
57 2840 161.2 20.991 21 -3
58 2861 185.3 42.991 43 2
59 2904 170.3 56.989 57 2
60 2961 177.7 81.898 82 5
61 3043 176.7 49.998 50 1
62 3093 182.2 80.674 81 9
63 3174 184.7 74.817 75 7
64 3249 187.3 72.768 73 8
65 3322 186 40.9 41 7
66 3363 166.2 35 35 0
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
67 3398 188.9 75.814 76 7
68 3474 182.4 47.914 48 6
69 3522 191 61.889 62 6
70 3584 186.7 57.896 58 6
71 3642 160.7 12.999 13 1
72 3655 191.1 77.247 78 14
73 3733 187.5 73.556 74 11
74 3807 190.2 53.783 54 9
75 3861 170.3 66.97 67 3
76 3928 171.6 65.918 66 -5
77 3994 168.8 89.888 90 -5
78 4084 148.4 29 29 0
79 4113 92 24.995 25 -2
80 4138 49 58.997 59 -1
81 4197 36.5 60.997 61 -1
82 4258 45.6 79.996 80 -1
83 4338 59 46.998 47 -1
84 4385 41.6 92.995 93 -1
85 4478 44.3 65 65 0
86 4543 35.8 38.982 39 3
87 4582 47.6 75.996 76 1
88 4658 38.3 84.996 85 1
89 4743 44.2 95.995 96 1
90 4839 48 89.982 90 2
91 4929 33.2 85.961 86 -3
92 5015 31.4 97.922 98 -4
93 5113 36.2 94.981 95 2
94 5208 37.4 100.995 101 1
95 5309 26.7 115.948 116 -3
96 5425 31.2 98.995 99 -1
97 5524 33.5 132.94 133 3
98 5657 26 143.885 144 4
99 5801 32.3 125.774 126 6
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
100 5927 23.4 18 18 0
101 5945 27.5 90 90 0
102 6035 24.4 99.98 100 2
103 6135 23.7 117.994 118 1
104 6253 26.3 86.983 87 -2
105 6340 21.9 75 75 0
106 6415 32.4 96.922 97 4
107 6512 33 23.957 24 6
108 6536 8.7 85.484 86 11
109 6622 8.3 63.466 64 13
110 6686 3.1 64.841 65 7
111 6751 HUB BY EDGE OF ROAD
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLAND
LOWER SECTION
SURVEY LOG
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
67 3398 188.9 75.814 76 7
68 3474 182.4 47.914 48 6
69 3522 191 61.889 62 6
70 3584 186.7 57.896 58 6
71 3642 160.7 12.999 13 1
72 3655 191.1 77.247 78 14
73 3733 187.5 73.556 74 11
74 3807 190.2 53.783 54 9
75 3861 170.3 66.97 67 3
76 3928 171.6 65.918 66 -5
77 3994 168.8 89.888 90 -5
78 4084 148.4 29 29 0
79 4113 92 24.995 25 -2
80 4138 49 58.997 59 -1
81 4197 36.5 60.997 61 -1
82 4258 45.6 79.996 80 -1
83 4338 59 46.998 47 -1
84 4385 41.6 92.995 93 -1
85 4478 44.3 65 65 0
86 4543 35.8 38.982 39 3
87 4582 47.6 75.996 76 1
88 4658 38.3 84.996 85 1
89 4743 44.2 95.995 96 1
90 4839 48 89.982 90 2
91 4929 33.2 85.961 86 -3
92 5015 31.4 97.922 98 -4
93 5113 36.2 94.981 95 2
94 5208 37.4 100.995 101 1
95 5309 26.7 115.948 116 -3
96 5425 31.2 98.995 99 -1
97 5524 33.5 132.94 133 3
98 5657 26 143.885 144 4
99 5801 32.3 125.774 126 6
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
100 5927 23.4 18 18 0
101 5945 27.5 90 90 0
102 6035 24.4 99.98 100 2
103 6135 23.7 117.994 118 1
104 6253 26.3 86.983 87 -2
105 6340 21.9 75 75 0
106 6415 32.4 96.922 97 4
107 6512 33 23.957 24 6
108 6536 8.7 85.484 86 11
109 6622 8.3 63.466 64 13
110 6686 3.1 64.841 65 7
111 6751 HUB BY EDGE OF ROAD
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLAND
LOWER SECTION
SURVEY LOG
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
100 5927 23.4 18 18 0
101 5945 27.5 90 90 0
102 6035 24.4 99.98 100 2
103 6135 23.7 117.994 118 1
104 6253 26.3 86.983 87 -2
105 6340 21.9 75 75 0
106 6415 32.4 96.922 97 4
107 6512 33 23.957 24 6
108 6536 8.7 85.484 86 11
109 6622 8.3 63.466 64 13
110 6686 3.1 64.841 65 7
111 6751 HUB BY EDGE OF ROAD
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLAND
LOWER SECTION
SURVEY LOG
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
INDEX NUMBER FIELD REFERENCE STATION (FEET)
MAGNETIC AZMITH AHEAD
(DEGREES)
HORIZONTAL DISTANCE AHEAD
(FEET)
SLOPE DISTANCE AHEAD
(FEET) GRADE AHEAD (%) SURVEYOR CALLS
1 0 354.6 13.989 14 4 HUB CL ROAD
2 14 357.9 13.999 14 4
3 28 11.3 15.987 16 4
4 44 335.2 11.99 12 4
5 56 290.6 10.199 12 15
6 66 249.4 10.415 11 15
7 77 203 12.669 13 15
8 89 181.7 20.991 21 15
9 110 174.9 25 25 4
10 135 192.1 53.549 54 13
11 189 197.4 64.184 65 13
12 253 157.1 38.905 39 -7
13 292 199.3 97.757 99 16
14 390 157.3 33.863 34 16
15 424 190.2 78.437 79 -9
16 502 201.9 62.988 64 12
17 565 163.2 32.895 33 18
18 598 207 55.38 56 -8
19 653 209.1 68.219 70 15
20 721 168 92.884 93 -5
21 814 195.4 75.864 76 -5
22 890 195.1 71.203 72 6
23 961 182.6 73.633 74 15 CROSS EXISTING TRAIL
24 1035 231 59.854 60 10
25 1095
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLAND
UPPER SECTION
SURVEY LOG
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
INDEX NUMBER FIELD REFERENCE STATION (FEET) LOCATION LINE STATION (FEET) WORK DESCRIPTION
1 0 0 BEGIN TRAIL CONSTRUCTION
2 12 12 BEGIN CONSTRUCTION CLIMBING TURN PC
6 67 66.5 END CONSTRUCTION CLIMBING TURN PT
7 84 83.5 CONSTRUCT ROLLING DRAIN DIP
9 154 152.7 GRADE REVERSAL
12 298 295.2 CONSTRUCT ROLLING DRAIN DIP
20 619 615.5 GRADE REVERSAL
28 1055 1050.5 GRADE REVERSAL
31 1200 1195 GRADE REVERSAL
32 1261 1254.7 CONSTRUCT TRAIL TURNOUT
34 1335 1327.6 GRADE REVERSAL
37 1491 1481.8 GRADE REVERSAL
40 1641 1629.6 GRADE REVERSAL
43 1859 1845.7 GRADE REVERSAL
44 1929 1914.9 CONSTRUCT TRAIL TURNOUT
47 2182 2166.2 GRADE REVERSAL
49 2335 2317.2 GRADE REVERSAL
51 2506 2487 CONSTRUCT TRAIL TURNOUT
56 2777 2757.3 END TRAIL CONSTRUCTION/BEGIN EXCAVATION WITHIN EXISTING ROAD
58 2861 2841.3 GRADE REVERSAL
62 3093 3073.2 GRADE REVERSAL
72 3655 3633.8 GRADE REVERSAL
89 4743 4720.1 GRADE REVERSAL
101 5945 5921.5 GRADE REVERSAL
111 6751 6726.3 END EXCAVATION WITHIN EXISTING ROAD
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLAND
LOWER SECTION
CONSTRUCTION LOG
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
INDEX NUMBER FIELD REFERENCE STATION (FEET) LOCATION LINE STATION (FEET) WORK DESCRIPTION
1 0 0 BEGIN TRAIL CONSTRUCTION/BEGIN SWITCHBACK CONSTRUCTION
10 135 159.1 END SWITCHBACK CONSTRUCTION
13 292 315.7 GRADE REVERSAL
15 424 447.3 GRADE REVERSAL
16 502 525.8 CONSTRUCT TRAIL TURNOUT
18 598 621.7 GRADE REVERSAL
21 814 838.1 GRADE REVERSAL
23 961 985.2 CONSTRUCT ROLLING DRAIN DIP
25 1095 1118.7 END TRAIL CONSTRUCTION
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLAND
UPPER SECTION
CONSTRUCTION LOG
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
L LINE EXISTING GRADE
L LINE FINISHED GRADE
P LINE EXISTING GRADE
L LINE STATION
INDEX NUMBER
L-Stn
PLAN VIEW
PROFILE VIEW
00 30' 60'
HORIZONTAL
00 5' 10'
VERTICAL
00 20' 40'
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLAND
PLAN & PROFILE-UPPER SECTION
STATION 0.0 TO 159.1
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
P LINE CENTERLINE
L LINE CENTERLINE
EXISTING GROUND
FINISHED GRADE
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLAND
SECTION VIEW-UPPER SECTION
STATION 0.0 TO 159.1
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
HELENA-LEWIS & CLARK NF
D. WOODS 1/2016
1 H: 1 V FILL SLOPE
SEE DETAILS ON SHEET 13
1 H: 1 V FILL SLOPE
SEE DETAILS ON SHEET 13
1 H: 1 V FILL SLOPE
SEE DETAILS ON SHEET 13
1 H: 1 V CUT SLOPE
SEE DETAILS ON SHEET 13
1 H: 1 V CUT SLOPE
SEE DETAILS ON SHEET 13
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLAND
SECTION VIEW-UPPER SECTION
STATION 0.0 TO 159.1
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
HELENA-LEWIS & CLARK NF
D. WOODS 1/2016
P LINE CENTERLINE
L LINE CENTERLINE
EXISTING GROUND
FINISHED GRADE
1 H: 1 V CUT SLOPE
SEE DETAILS ON SHEET 13
FINISHED SLOPE NOTES FOR STATION 0.00 TO 159.1
STATION 0+00 TO STATION 0+14
FILLSLOPE: 1.5 H:1.0 V
CUTSLOPE: 1.5 H:1.0 V
STATION 0+14 TO STATION 0+24
FILLSLOPE: TRANSITION
CUTSLOPE: TRANSITION
STATION 0+24 TO STATION 0+60
FILLSLOPE: 1.0 H:1.0 V
CUTSLOPE: 1.5 H:1.0 V
STATION 0+60 TO STATION 0+66
FILLSLOPE: TRANSITION
CUTSLOPE: TRANSITION
STATION 0+66 TO STATION 0+71
FILLSLOPE: 1.5 H:1.0 V
CUTSLOPE: 1.5 H:1.0 V
STATION 0+71 TO STATION 0+78
FILLSLOPE: TRANSITION
CUTSLOPE: TRANSITION
STATION 0+78 TO STATION 1+59
FILLSLOPE: 1.0 H:1.0 V
CUTSLOPE: 1.0 H:1.0 V
TYPICAL ROCK BUTTRESS FILL SLOPE ON SWITCHBACK
NO SCALE
NOTES:
ROCK FOR BUTTRESS SHALL BE GENERATED
FROM EXCAVATION IN SWITCHBACK OR
FROM A CO APPROVED SOURCE WITHIN 1
MILE OF THE SWITCHBACK
ROCK SHALL HAVE D50 OF 1' OR AS
APPROVED BY THE CO
ROCK BUTTRESS SHALL BE CONSTRUCTED
WHEN FILL SLOPES ARE 1 H:1 V IN THE
SWITCHBACK
APPROXIMATE VOLUME OF ROCK IN
BUTTRESS: 11 CY
ROCK PLACED IN BUTTRESS SHALL BE OF
VARYING SIZE TO PROVIDE DENSE, SOLID
MASS
NOT TO SCALE
Downhill
CLEARING LIMITS
*All heights measured on uphill side of stumps.
Side slope less than or=to 10%
Side slope less than or=to 10%
Stump Height Requirements* (ft)
Stumps outside the
Stump Position clearing limits
Uphill
Cut All Logs
5 FT
Side slope over 10%
Side slope over 10%
Cut
L
C
Side Slope
Clearing Limits (ft.)
Uphill
Cut
Height Downhill
5 FT
Cut
Uphill Downhill
Clearing Limit
Trailway
Trailbed
V e r t i c a l
Downhill
C l e a r i n g
L i m i t
C
L
Clearing Limit
Uphill
4' 4' 10'
5'
Trim branches flush with trunk rather than remove tree.
Stumps between the trailway and clearing limits.
3"
5"
3"
5"
3"
5"
3"
5"
Trail
Width
5' 5' 10'
8'
NOT TO SCALE
TYPICAL TRAIL CROSS SECTIONS
L
C
NOTE:
Fill slope
Fill slope
Above 50%
Sideslope
30% to 50%
Sideslope
Slope rounding in commom material
10% to 30%
Sideslope
Slope rounding in commom material
0% to 10%
Sideslope
Amount of bench varies with % of sideslope. Outslope trailbed 5%
Trailbed
3/4 Bench
Full Bench
Balanced
Section
Slope rounding in commom material
THE SPECIFIED STANDARD
TRAIL WIDTH IS 5 FEET,
EXCEPT FOR SEGMENTS OF
TRAIL WHICH HAVE A
SPECIFIED WIDTH AS SHOWN
ON THE INCLUDED CROSS
SECTIONS. A TOLERANCE OF
PLUS 0.5 FEET IS APPLICABLE
FOR ALL SPECIFIED TRAIL
WIDTHS. TRANSITION
DISTANCE TO CHANGING
WIDTHS SHALL BE 50 FEET.
CLEARING LIMITS 911 TYPICAL TRAIL CROSS SECTIONS 912
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLAND
TYPICAL TRAIL CROSS SECTIONS
CLEARING LIMITS
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
TRAILBED AND SLOPE FINISH
Slope Finish
Trailbed Finish
Backslope Ratio
Rock 1H:4V
Common 1.5H:1V
Fill Slope Ratio
Remove roots over 1 inch in diameter that protrude from the backslope.
Remove or reduce embedded rock that protrudes more than 2 inches above the trailbed.
Remove loose rock on the trailbed surface over 1 inch in the smallest dimension.
NOT TO SCALE
Rock 1H:1V
Common 1.5H:1V diameter that protrude from the
Remove roots over 1 inch in
SEE SHEET 14 FOR TRAIL WIDTH
Trailbed trailbed.
Backslope ratios will vary.
Backslope ratios shall be as stated below, except where show differently in the section views.
TRAILBED AND SLOPE FINISH 912 ROLLING DIP 912
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLAND
ROLLING DIP
TRAILBED AND SLOPE FINISH
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
A
A
RADIUS
POINT
M
I
N
I
M
U
M
R
A
D
I
U
S
D
O
W
N
G
R
A
D
E
U
P
G
R
A
D
E
SEE WORK LIST SHEET
FOR CROSS DRAIN TYPE AND LOCATION
CUT SLOPE
FILL SLOPE
FILL SLOPE
CUT SLOPE
BACKSLOPE,
REFER TO TRAIL
EXCAVATION
DETAILS
EXISTING GROUND
FILL
SLOPE3%
IN
S
LO
P
E
3%
IN
S
LO
P
E
PLAN VIEW
SECTION A-A
CLIMBING TURN 912TURNOUT AND PASSING SECTIONS 912
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLAND
CLIMBING TURN
TURNOUT AND PASSING SECTIONS
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
EXCAVATION IN EXISTING ROAD
FLAT SLOPES
AFTER CONSTRUCTION
BEFORE CONSTRUCTION
NOT TO SCALE
Compacted Suitable Material
2 Inch Crown
S lo p e
Existing Ground
Berm
Existing Road
Existing Ground
Road Width Varies
Do Not Disturb
This Section Of Road
Trailbed
5 FT
Trailbed
5 FT
Do Not Disturb
This Section Of Road
The trailbed shall be located either near the cutslope side of the existing road or the fill slope side of the road as specified by the P-Line.
Clearing and grubbing shall be paid for under the clearing and grubbing pay item. See typical 911-1 for clearing and grubbing typcial.
EXCAVATION IN EXISTING ROAD 912 SWITCHBACK, TYPE I 914
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLAND
SWITCHBACK, TYPE I
EXCAVATION IN EXISTING ROAD
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
2 FOOT
MINIMUM
60 INCHES
MINIMUM
TO LOWEST
SYMBOL
SIGN AND POST INSTALLATION
NOT TO SCALE
30°
(TYP)
TREAD
BACKFILL WITH
SUITABLE MATERIAL
(TYP)
AS
STAKED
1 INCH
TYP
NOTES:
REFER TO "EM-7100-15 SIGN AND POSTER GUIDELINES
FOR THE FS" FOR SIGN SPECIFICATIONS, MATERIALS, AND PLACEMENT.
ALL HARDWARE SHALL BE ALUMINUM OR GALVANIZED.
LAG SCREW FASTENERS REQUIRE LEAD HOLES IN POSTS AND SHALL BE
DRILLED PRIER TO INSTALLATION.
BOLT HOLES IN POSTS TO BE 1/16 INCH LARGER (MAXIMUM) LARGER
THAN THE BOLT HOLE REQUIREMENT.
SIGN AND MARKER POSTS ONLY SHALL BE TREATED WITH CCA
(CHROMATED COPPER ARSENATE) FOR UC4A GROUND CONTACT FOR
GENERAL USE.
COMPACT BACKFILL IN 6 INCH LIFTS UNTIL NO VISUAL DISPLACEMENT.
SIGNS: SHALL BE RETROREFLECTIVE, CAPITAL ASA SERIES C, 2
INCHTEXT, WHITE LEGEND ON BROWN BACKGROUND, FRD SHAPE,
ALUMINUM MATERIAL
4" X 4" WOOD POST
TRAIL MARKERS: PROVIDE THE FOLLOWING SIGNS. SEE PAGE 2 FOR
INSTALLATION LOCATIONS.
QUANTITY: 2
POSTS: 1 EACH
QUANTITY: 4
POSTS: 1 EACH
T
R
T
R
A
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
LOGGINGCREEK.DWG
1/2016
1/2016
1/2016
S. VANSICKLE
J. NOLAND
J. NOLANDSIGN AND POST INSTALLATION
TRAIL CONSTRUCTION
LOGGING CREEK ATV
GREAT FALLS, MT
HELENA-LEWIS & CLARK NF
SIGN AND POST INSTALLATION 952
| cover |
| LOGGING CREEK DRAWINGS 022216 |
File details come from the government source that posted it. Updated .