AG-03K0-S-15-0007_Construction_Plans.pdf
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CONSTRUCTION PLANS FOR
DRY POLE ATV TRAIL CONSTRUCTION
DESCRIPTION SHEET NO.
TITLE SHEET AND INDEX I
PROJECTAREAMAP 2
PROJECT NOTES AND ESTIMATE OF QUANTITIES 3
SURVEY LOG1 4
SURVEY LOG2 5
SURVEYLOG3 6.
SURVEY LOG4 7
CONSTRUCTION LOG 8
CLEARING LIMITS/TYPICAL TRAIL CROSS SECTIONS 9
TRAILBED AND SLOPE FINISH/ROLLING DIP 10
DITCH/CLIMBING TURN 11
TURNPIKE, TYPE Il/EXISTING TRAIL RESTORATION 12
CULVERT WITHOUT HEADWALLS/OBLITERATION 13
CATTLE GUARD CROSSING 14
CATTLE GUARD CROSSING H-BRACE 15
DATE
certrlj Pp lrdaCal ttvrry c1 thr desrr, arttl ecomnYnd approval fur coristruckon
DATE
hdvn ,nIpWnd is pro ccl and cnl fy that S tIn and 3’ resoc P 1 anerrert
DATE .
TIns cr;ect 5 trerrrtr.sacy to fttp truest -arid gria arid 5 Te’r-h5 sltTconed for .
I Icz z
U.S. DEPARTMENT OF AGRICULTURE - FOREST SERVICE - REGION ONE
LEWIS & CLARK NATIONAL FOREST JUDITH RANGER DISTRICT
1.
INDEX
II
R c
HiGHWAY S41
-. TA .
\CCuNTYROADSOHFOR,
- OREI BOUNDARY
I.IEMORIAL WAY ROAD 4S7
fRA/AIE IAND BOUNI)ARY
DRY POLE ATV TPc PriOtEC AREA
SUBMITTED
VICINITY_MAP
In
- DATE
1IIL ElGINEER I ceorty that fY15 Trcfnct trdS bee.n desr5Cd with sorto ersjhreerrog pvaritrre, and ibnirt rffn rewrrw and
I
REVIEWED . . -
F ORE S T El
APPROVED
A’61 - EP
APPROVED
ESTSUPESOR
LOCATION MAP
NOT TO SCALE
U.S. DEPARTMENT OF AGRICULTURE - FOREST SERVICE - REGION ONE
LEWIS & CLARK NATIONAL FOREST JUDITH RANGER DISTRICT
INDEX
DESCRIPTION SHEET NO.
TITLE SHEET AND INDEX
SURVEY LOG 1
CONSTRUCTION PLANS FOR
DRY POLE ATV TRAIL CONSTRUCTION
VICINITY MAP
NOT TO SCALE
SUBMITTED
APPROVED
REVIEWED
APPROVED
DATE
DATE
DATE
DATE
CIVIL ENGINEER
DISTRICT RANGER
FOREST ENGINEER
FOREST SUPERVISOR
I certify that this project has been designed with sound engineering practices and submit it for review and approval.
I have reviewed this project and certify that it meets the land and resource management requirements.
I certify the technical adequacy of this design and recommend approval for construction.
This project is necessary to the forest program needs and goals and is hereby approved for construction.
SURVEY LOG 2
SURVEY LOG 3
SURVEY LOG 4
CONSTRUCTION LOG
CLEARING LIMITS/TYPICAL TRAIL CROSS SECTIONS
TRAILBED AND SLOPE FINISH/ROLLING DIP
DITCH/CLIMBING TURN
PROJECT NOTES AND ESTIMATE OF QUANTITIES
HIGHWAY 541
COUNTY ROAD SOUTH FORK
DRY POLE ATV TRAIL
PROJECT AREA
TURNPIKE, TYPE II/EXISTING TRAIL RESTORATION
CULVERT WITHOUT HEADWALLS/OBLITERATION
CATTLE GUARD CROSSING
CATTLE GUARD CROSSING H-BRACE
FOREST BOUNDARYPRIVATE LAND BOUNDARY
MEMORIAL WAY ROAD 487
UTICA
STANFORD
PROJECT AREA MAP
WINDHAM
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
DRYPOLE.DWG
6/2015
6/2015
6/2015
J. NOLAND
J. NOLAND
S. VANSICKLE
MAP
AREA
TRAIL CONSTRUCTION
DRY POLE ATV
GREAT FALLS, MT
LEWIS & CLARK NATIONAL FOREST
R. STOVALL 6/2015
STATION 0+00
STATION 134+74
ROAD 487
TO UTICA
PROJECT ACCESS
STATION 77+91
STATION 88+81
STATION 92+16
STATION 106+46
STATION 114+11
STATION 129+30
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 MUST REMAIN OPEN DURING THE ENTIRE DURATION OF THE PROJECT. ALSO, THE CURRENT
LEWIS AND CLARK TRAVEL PLAN MAP IS APPLICABLE TO THE CONTRACTOR.
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 TURNS,TURNPIKE, CULVERTS, AND ROLLING DIPS.
912 ROLLING DIPS SHALL BE CONSTRUCTED AT LOCATIONS STAKED BY THE CO. ROLLING DIPS LEADOUT DITCHES SHALL BE CONSTRUCTED AT APPROXIMATE LOCATIONS SHOWN ON THE CONSTRUCTION LOG. THE EXACT LOCATION OF THE ROLLING DIPS AND LEADOUT DITCHES SHALL BE STAKED BY THE CO. THE LOCATION FOR THE ROLLING DIPS AND LEADOUT DITCHES WILL BE MARKED AFTER THE TRAIL TEMPLATE HAS BEEN PIONEERED. THE
CONSTRUCTION OF LEADOUT DITCHES IS INCIDENTAL TO PAY ITEM 912(06).
ITEM DESCRIPTION METHOD OF MEASURE PAY UNIT MEASURE
911 (02) Clearing & Grubbing DQ Linear Feet 7791
912 (01) Excavation DQ Linear Feet 7791
912 (06) Rolling Dip AQ Each 30
913(01) Turnpike-Retainer Treated Post AQ Linear Feet 50
915 (01) Trail Restoration DQ Linear Feet 1318
921(01) 18” Corrugated, Type Rigid Polyethylene Pipe-0.05 Inch Thickness AQ Linear Feet 14
951 (01) Mobilization LSQ Lump Sum 1
937(01) Cattle Guard Installation LSQ Lump Sum 1
954 (09) Trail Obliteration DQ MILE 0.06
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
DRYPOLE.DWG
6/2015
6/2015
6/2015
J. NOLAND
J. NOLAND
S. VANSICKLE
ESTIMATE OF QUANTITIES
PROJECT NOTES &
TRAIL CONSTRUCTION
DRY POLE ATV
GREAT FALLS, MT
LEWIS & CLARK NATIONAL FOREST
R. STOVALL 6/2015
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
DRYPOLE.DWG
6/2015
6/2015
6/2015
J. NOLAND
J. NOLAND
S. VANSICKLE
LOG 1
SURVEY
TRAIL CONSTRUCTION
DRY POLE ATV
GREAT FALLS, MT
LEWIS & CLARK NATIONAL FOREST
R. STOVALL 6/2015
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
1 0 153.3 26.914 27 8 BEGINNING OF TRAIL 464 OPPOSITE OF FORD
2 27 162.9 19.612 20 20
3 47 165.2 28.883 29 9
4 76 161.5 54.931 55 5
5 131 153 37.907 38 7 ENTERING TIMBER
6 169 173.5 27.932 28 7
7 197 184.4 23.8 24 13 HEAVY TIMBER
8 221 183 32.895 33 8
9 254 175.8 28.929 29 7
10 283 187.3 27.932 28 7
11 311 201 44.73 45 -11
12 356 204 49.644 50 -12
13 406 201.9 69.913 70 -5 LEAVING TREES
14 476 188.4 73.967 74 3
15 550 188.2 48.912 49 6 ENTERING TREES
16 599 182.8 60.035 61 18
17 660 191.2 25.937 26 -7 LEAVING TREES
18 686 184.6 22.26 23 -26
19 709 183.9 34.993 35 2
20 744 184.3 34.385 35 19 ENTERING TREES
21 779 221.2 42.787 43 10
22 822 219.9 17.986 18 -4
23 840 216.4 31.772 32 -12
24 872 215.2 26.661 27 16 BOTTOM DRAINAGE
25 899 232.6 30.986 31 3
26 930 222.5 40.949 41 5
27 971 218.3 37.399 38 18
28 1009 235.6 30.779 31 -12
29 1040 237.9 36.477 37 -17
30 1077 199.3 69.997 70 -1
31 1147 202.8 54.901 55 6 POSSIBLE WET IN SPRING TIME; HUB CL TRAIL
32 1202 185.1 46.811 47 9 LEAVING TREES
33 1249 195.6 63.987 64 -2
34 1313 183.4 81.934 82 -4
35 1395 175.3 52.905 53 -6 ENTERING TREES
36 1448 180.7 53.146 54 18
37 1502 190.5 70.982 72 17
38 1574 181.3 135.677 137 14 POSSIBLE GRADE REVERSAL
39 1711 174.1 57.516 58 13
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
40 1769 164.3 53.932 55 20
41 1824 175.3 67.783 68 8 FENCE LINE
42 1892 162.3 49.7 50 11 ROLLING DIP
43 1942 177.7 40.797 41 10 HEAVY DOWNFALL
44 1983 201.5 24.969 25 5
45 2008 148.4 19.901 20 10
46 2028 103.6 18.79 19 15
47 2047 66.1 13.644 14 23
48 2061 39.2 12.696 13 22
49 2074 53.5 11.695 12 23
50 2086 84.3 15.407 16 28
51 2102 130.4 21.652 22 18
52 2124 182.6 10.934 11 -11
53 2135 157 59.64 60 11 GRADE REVERSAL
54 2195 162.5 58.165 59 17
55 2254 191.4 15.961 16 -7
56 2270 178.9 42.981 43 3 GRADE REVERSAL
57 2313 166.3 58.856 59 7
58 2372 175.9 28.908 29 -8
59 2401 183 37.463 38 -17 ENTERING MEADOW
60 2439 158.6 47.156 48 -19
61 2487 125.9 49.7 50 -11
62 2537 108 49.99 50 2 GRADE REVERSAL
63 2587 143.3 93.958 94 -3
64 2681 128.4 23.941 24 -7
65 2705 172.7 50.959 51 4 CENTER OF DRAINAGE; GRADE REVERSAL
66 2756 174.5 46.998 47 1
67 2803 220.3 37.811 38 10 LEAVING MEADOW
68 2841 265.2 18.865 19 -12
69 2860 223.3 82.307 83 13 GRADE REVERSAL
70 2943 201.2 60.851 61 7 ENTERING MEADOW
71 3004 221 16.969 17 -6
72 3021 149.4 93.925 94 4 GRADE REVERSAL
73 3115 167.6 110.911 111 -4
74 3226 152.1 146.641 147 7 GRADE REVERSAL
75 3373 148.9 78.901 79 5
76 3452 203.6 21.973 22 -5
77 3474 160.5 116.419 117 10 GRADE REVERSAL
78 3591 156.7 92.626 93 9
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
79 3684 188.8 12.99 13 -4
80 3697 184.8 10.973 11 7 GRADE REVERSAL; CENTER OF DRAINAGE
81 3708 170.7 65.987 66 2 LEAVING MEADOW
82 3774 155.7 90.959 91 3
83 3865 195.4 40.998 41 -1 SKID ROAD
84 3906 189.6 11.884 12 -14
85 3918 180.1 33.672 34 14 GRADE REVERSAL; CENTER OF DRAINAGE
86 3952 159.6 39.839 40 9
87 3992 208.6 34.956 35 -5
88 4027 212.1 55.601 56 12 BOTTOM OF DRAINAGE
89 4083 229.5 43.991 44 2
90 4127 228.6 35.855 36 9
91 4163 213.5 18.556 19 22
92 4182 150.1 33.402 34 19
93 4216 134.5 34.662 35 14
94 4251 151.7 38.167 39 21
95 4290 197.8 25.988 26 3
96 4316 214.3 54.901 55 6
97 4371 163.3 25.783 26 13
98 4397 120.1 48.591 49 13
99 4446 160.5 37.523 38 16
100 4484 194.1 40.754 41 11
101 4525 232.4 63.997 64 1
102 4589 256.6 24.969 25 -5
103 4614 201.1 19.951 20 7 GRADE REVERSAL
104 4634 151.1 24.646 25 17
105 4659 131.8 65.53 66 12
106 4725 178.3 57.767 58 9
107 4783 195 53 53 0
108 4836 198.5 33.939 34 -6
109 4870 182.3 34.915 35 -7
110 4905 223.9 88.466 89 -11
111 4994 204.6 29.976 30 4 GRADE REVERSAL
112 5024 228.5 58.646 59 -11
113 5083 187.8 53.549 54 13 GRADE REVERSAL
114 5137 170.7 69.416 70 13
115 5207 164.5 74.628 75 10
116 5282 160.3 75.864 76 -6
117 5358 140.4 52.737 53 10 GRADE REVERSAL
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
118 5411 165.4 53.957 54 -4
119 5465 139.2 87.785 88 7 GRADE REVERSAL
120 5553 166.6 60.89 61 -6
121 5614 143.8 83.795 84 7 GRADE REVERSAL
122 5698 181.3 47.762 48 -10
123 5746 192 62.303 63 -15
124 5809 190.6 67.343 68 14 BOTTOM OF DRAINAGE; GRADE REVERSAL
125 5877 209.1 71.871 72 6
126 5949 254.6 44.857 45 -8
127 5994 233.5 58.894 59 6 GRADE REVERSAL
128 6053 227.8 58.508 59 13
129 6112 200.2 48.458 49 15
130 6161 203.7 54.997 55 1
131 6216 138.1 114.634 115 8
132 6331 145.5 123.845 124 5
133 6455 133.5 105.662 106 8
134 6561 140.9 99.756 100 7
135 6661 129.2 31.96 32 -5
136 6693 155.9 37.772 38 11 CENTER OF DRAINAGE; GRADE REVERSAL
137 6731 178.5 123.697 124 -7
138 6855 194.3 63.544 64 -12
139 6919 157.9 22.959 23 6 CENTER OF DRAINAGE; GRADE REVERSAL
140 6942 220.1 90.352 91 -12
141 7033 219.3 122.263 123 -11
142 7156 163.7 28.964 29 5 GRADE REVERSAL
143 7185 186 71.771 72 -8
144 7257 200.8 47.321 48 -17
145 7305 148.7 82.934 83 -4
146 7388 174.1 104.252 105 -12
147 7493 239.4 69.58 70 -11
148 7563 330 56.974 57 3 GRADE REVERSAL
149 7620 290.6 55.722 56 -10
150 7676 220.8 69.226 70 -15
151 7746 175.9 44.998 45 1 GRADE REVERSAL
152 7791 END OF NEW TRAIL CONSTRUCTION-TRAIL PROJECT CONTINUES
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
DRYPOLE.DWG
6/2015
6/2015
6/2015
J. NOLAND
J. NOLAND
S. VANSICKLE
LOG 2
SURVEY
TRAIL CONSTRUCTION
DRY POLE ATV
GREAT FALLS, MT
LEWIS & CLARK NATIONAL FOREST
R. STOVALL 6/2015
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
40 1769 164.3 53.932 55 20
41 1824 175.3 67.783 68 8 FENCE LINE
42 1892 162.3 49.7 50 11 ROLLING DIP
43 1942 177.7 40.797 41 10 HEAVY DOWNFALL
44 1983 201.5 24.969 25 5
45 2008 148.4 19.901 20 10
46 2028 103.6 18.79 19 15
47 2047 66.1 13.644 14 23
48 2061 39.2 12.696 13 22
49 2074 53.5 11.695 12 23
50 2086 84.3 15.407 16 28
51 2102 130.4 21.652 22 18
52 2124 182.6 10.934 11 -11
53 2135 157 59.64 60 11 GRADE REVERSAL
54 2195 162.5 58.165 59 17
55 2254 191.4 15.961 16 -7
56 2270 178.9 42.981 43 3 GRADE REVERSAL
57 2313 166.3 58.856 59 7
58 2372 175.9 28.908 29 -8
59 2401 183 37.463 38 -17 ENTERING MEADOW
60 2439 158.6 47.156 48 -19
61 2487 125.9 49.7 50 -11
62 2537 108 49.99 50 2 GRADE REVERSAL
63 2587 143.3 93.958 94 -3
64 2681 128.4 23.941 24 -7
65 2705 172.7 50.959 51 4 CENTER OF DRAINAGE; GRADE REVERSAL
66 2756 174.5 46.998 47 1
67 2803 220.3 37.811 38 10 LEAVING MEADOW
68 2841 265.2 18.865 19 -12
69 2860 223.3 82.307 83 13 GRADE REVERSAL
70 2943 201.2 60.851 61 7 ENTERING MEADOW
71 3004 221 16.969 17 -6
72 3021 149.4 93.925 94 4 GRADE REVERSAL
73 3115 167.6 110.911 111 -4
74 3226 152.1 146.641 147 7 GRADE REVERSAL
75 3373 148.9 78.901 79 5
76 3452 203.6 21.973 22 -5
77 3474 160.5 116.419 117 10 GRADE REVERSAL
78 3591 156.7 92.626 93 9
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
79 3684 188.8 12.99 13 -4
80 3697 184.8 10.973 11 7 GRADE REVERSAL; CENTER OF DRAINAGE
81 3708 170.7 65.987 66 2 LEAVING MEADOW
82 3774 155.7 90.959 91 3
83 3865 195.4 40.998 41 -1 SKID ROAD
84 3906 189.6 11.884 12 -14
85 3918 180.1 33.672 34 14 GRADE REVERSAL; CENTER OF DRAINAGE
86 3952 159.6 39.839 40 9
87 3992 208.6 34.956 35 -5
88 4027 212.1 55.601 56 12 BOTTOM OF DRAINAGE
89 4083 229.5 43.991 44 2
90 4127 228.6 35.855 36 9
91 4163 213.5 18.556 19 22
92 4182 150.1 33.402 34 19
93 4216 134.5 34.662 35 14
94 4251 151.7 38.167 39 21
95 4290 197.8 25.988 26 3
96 4316 214.3 54.901 55 6
97 4371 163.3 25.783 26 13
98 4397 120.1 48.591 49 13
99 4446 160.5 37.523 38 16
100 4484 194.1 40.754 41 11
101 4525 232.4 63.997 64 1
102 4589 256.6 24.969 25 -5
103 4614 201.1 19.951 20 7 GRADE REVERSAL
104 4634 151.1 24.646 25 17
105 4659 131.8 65.53 66 12
106 4725 178.3 57.767 58 9
107 4783 195 53 53 0
108 4836 198.5 33.939 34 -6
109 4870 182.3 34.915 35 -7
110 4905 223.9 88.466 89 -11
111 4994 204.6 29.976 30 4 GRADE REVERSAL
112 5024 228.5 58.646 59 -11
113 5083 187.8 53.549 54 13 GRADE REVERSAL
114 5137 170.7 69.416 70 13
115 5207 164.5 74.628 75 10
116 5282 160.3 75.864 76 -6
117 5358 140.4 52.737 53 10 GRADE REVERSAL
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
118 5411 165.4 53.957 54 -4
119 5465 139.2 87.785 88 7 GRADE REVERSAL
120 5553 166.6 60.89 61 -6
121 5614 143.8 83.795 84 7 GRADE REVERSAL
122 5698 181.3 47.762 48 -10
123 5746 192 62.303 63 -15
124 5809 190.6 67.343 68 14 BOTTOM OF DRAINAGE; GRADE REVERSAL
125 5877 209.1 71.871 72 6
126 5949 254.6 44.857 45 -8
127 5994 233.5 58.894 59 6 GRADE REVERSAL
128 6053 227.8 58.508 59 13
129 6112 200.2 48.458 49 15
130 6161 203.7 54.997 55 1
131 6216 138.1 114.634 115 8
132 6331 145.5 123.845 124 5
133 6455 133.5 105.662 106 8
134 6561 140.9 99.756 100 7
135 6661 129.2 31.96 32 -5
136 6693 155.9 37.772 38 11 CENTER OF DRAINAGE; GRADE REVERSAL
137 6731 178.5 123.697 124 -7
138 6855 194.3 63.544 64 -12
139 6919 157.9 22.959 23 6 CENTER OF DRAINAGE; GRADE REVERSAL
140 6942 220.1 90.352 91 -12
141 7033 219.3 122.263 123 -11
142 7156 163.7 28.964 29 5 GRADE REVERSAL
143 7185 186 71.771 72 -8
144 7257 200.8 47.321 48 -17
145 7305 148.7 82.934 83 -4
146 7388 174.1 104.252 105 -12
147 7493 239.4 69.58 70 -11
148 7563 330 56.974 57 3 GRADE REVERSAL
149 7620 290.6 55.722 56 -10
150 7676 220.8 69.226 70 -15
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
DRYPOLE.DWG
6/2015
6/2015
6/2015
J. NOLAND
J. NOLAND
S. VANSICKLE
LOG 3
SURVEY
TRAIL CONSTRUCTION
DRY POLE ATV
GREAT FALLS, MT
LEWIS & CLARK NATIONAL FOREST
R. STOVALL 6/2015
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
79 3684 188.8 12.99 13 -4
80 3697 184.8 10.973 11 7 GRADE REVERSAL; CENTER OF DRAINAGE
81 3708 170.7 65.987 66 2 LEAVING MEADOW
82 3774 155.7 90.959 91 3
83 3865 195.4 40.998 41 -1 SKID ROAD
84 3906 189.6 11.884 12 -14
85 3918 180.1 33.672 34 14 GRADE REVERSAL; CENTER OF DRAINAGE
86 3952 159.6 39.839 40 9
87 3992 208.6 34.956 35 -5
88 4027 212.1 55.601 56 12 BOTTOM OF DRAINAGE
89 4083 229.5 43.991 44 2
90 4127 228.6 35.855 36 9
91 4163 213.5 18.556 19 22
92 4182 150.1 33.402 34 19
93 4216 134.5 34.662 35 14
94 4251 151.7 38.167 39 21
95 4290 197.8 25.988 26 3
96 4316 214.3 54.901 55 6
97 4371 163.3 25.783 26 13
98 4397 120.1 48.591 49 13
99 4446 160.5 37.523 38 16
100 4484 194.1 40.754 41 11
101 4525 232.4 63.997 64 1
102 4589 256.6 24.969 25 -5
103 4614 201.1 19.951 20 7 GRADE REVERSAL
104 4634 151.1 24.646 25 17
105 4659 131.8 65.53 66 12
106 4725 178.3 57.767 58 9
107 4783 195 53 53 0
108 4836 198.5 33.939 34 -6
109 4870 182.3 34.915 35 -7
110 4905 223.9 88.466 89 -11
111 4994 204.6 29.976 30 4 GRADE REVERSAL
112 5024 228.5 58.646 59 -11
113 5083 187.8 53.549 54 13 GRADE REVERSAL
114 5137 170.7 69.416 70 13
115 5207 164.5 74.628 75 10
116 5282 160.3 75.864 76 -6
117 5358 140.4 52.737 53 10 GRADE REVERSAL
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
118 5411 165.4 53.957 54 -4
119 5465 139.2 87.785 88 7 GRADE REVERSAL
120 5553 166.6 60.89 61 -6
121 5614 143.8 83.795 84 7 GRADE REVERSAL
122 5698 181.3 47.762 48 -10
123 5746 192 62.303 63 -15
124 5809 190.6 67.343 68 14 BOTTOM OF DRAINAGE; GRADE REVERSAL
125 5877 209.1 71.871 72 6
126 5949 254.6 44.857 45 -8
127 5994 233.5 58.894 59 6 GRADE REVERSAL
128 6053 227.8 58.508 59 13
129 6112 200.2 48.458 49 15
130 6161 203.7 54.997 55 1
131 6216 138.1 114.634 115 8
132 6331 145.5 123.845 124 5
133 6455 133.5 105.662 106 8
134 6561 140.9 99.756 100 7
135 6661 129.2 31.96 32 -5
136 6693 155.9 37.772 38 11 CENTER OF DRAINAGE; GRADE REVERSAL
137 6731 178.5 123.697 124 -7
138 6855 194.3 63.544 64 -12
139 6919 157.9 22.959 23 6 CENTER OF DRAINAGE; GRADE REVERSAL
140 6942 220.1 90.352 91 -12
141 7033 219.3 122.263 123 -11
142 7156 163.7 28.964 29 5 GRADE REVERSAL
143 7185 186 71.771 72 -8
144 7257 200.8 47.321 48 -17
145 7305 148.7 82.934 83 -4
146 7388 174.1 104.252 105 -12
147 7493 239.4 69.58 70 -11
148 7563 330 56.974 57 3 GRADE REVERSAL
149 7620 290.6 55.722 56 -10
150 7676 220.8 69.226 70 -15
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
DRYPOLE.DWG
6/2015
6/2015
6/2015
J. NOLAND
J. NOLAND
S. VANSICKLE
LOG 4
SURVEY
TRAIL CONSTRUCTION
DRY POLE ATV
GREAT FALLS, MT
LEWIS & CLARK NATIONAL FOREST
R. STOVALL 6/2015
INDEX NUMBER FIELD REFERENCE STATION (FEET) MAGNETIC AZMITH AHEAD (DEGREES) HORIZONTAL DISTANCE AHEAD (FEET) SLOPE DISTANCE AHEAD (FEET) GRADE AHEAD (%) SURVEYOR CALLS
118 5411 165.4 53.957 54 -4
119 5465 139.2 87.785 88 7 GRADE REVERSAL
120 5553 166.6 60.89 61 -6
121 5614 143.8 83.795 84 7 GRADE REVERSAL
122 5698 181.3 47.762 48 -10
123 5746 192 62.303 63 -15
124 5809 190.6 67.343 68 14 BOTTOM OF DRAINAGE; GRADE REVERSAL
125 5877 209.1 71.871 72 6
126 5949 254.6 44.857 45 -8
127 5994 233.5 58.894 59 6 GRADE REVERSAL
128 6053 227.8 58.508 59 13
129 6112 200.2 48.458 49 15
130 6161 203.7 54.997 55 1
131 6216 138.1 114.634 115 8
132 6331 145.5 123.845 124 5
133 6455 133.5 105.662 106 8
134 6561 140.9 99.756 100 7
135 6661 129.2 31.96 32 -5
136 6693 155.9 37.772 38 11 CENTER OF DRAINAGE; GRADE REVERSAL
137 6731 178.5 123.697 124 -7
138 6855 194.3 63.544 64 -12
139 6919 157.9 22.959 23 6 CENTER OF DRAINAGE; GRADE REVERSAL
140 6942 220.1 90.352 91 -12
141 7033 219.3 122.263 123 -11
142 7156 163.7 28.964 29 5 GRADE REVERSAL
143 7185 186 71.771 72 -8
144 7257 200.8 47.321 48 -17
145 7305 148.7 82.934 83 -4
146 7388 174.1 104.252 105 -12
147 7493 239.4 69.58 70 -11
148 7563 330 56.974 57 3 GRADE REVERSAL
149 7620 290.6 55.722 56 -10
150 7676 220.8 69.226 70 -15
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
DRYPOLE.DWG
6/2015
6/2015
6/2015
J. NOLAND
J. NOLAND
S. VANSICKLE
LOG
CONSTRUCTION
TRAIL CONSTRUCTION
DRY POLE ATV
GREAT FALLS, MT
LEWIS & CLARK NATIONAL FOREST
R. STOVALL 6/2015
INDEX NUMBER FIELD REFERENCE STATION (FEET) WORK DESCRIPTION
1 0 BEGIN TRAIL CONSTRUCTION
38 1574 CONSTRUCT ROLLING DIP
39 1711 CONSTRUCT ROLLING DIP
41 1824 PLACE CATTLE GUARD CROSSING
42 1892 CONSTRUCT ROLLING DIP
44 1983 BEGIN CONSTRUCTION CLIMBING TURN, PC
48 2061 END CONSTRUCTION CLIMBING TURN PT, CONSTRUCT ROLLING DIP
49 2074 BEGIN CONSTRUCTION CLIMBING TURN PC
52 2124 END CONSTRUCTION CLIMBING TURN PT
60 2439 CONSTRUCT ROLLING DIP
67 2803 CONSTRUCT ROLLING DIP
70 2943 CONSTRUCT ROLLING DIP
75 3373 CONSTRUCT ROLLING DIP
78 3591 CONSTRUCT ROLLING DIP
90 4127 CONSTRUCT ROLLING DIP
93 4216 CONSTRUCT ROLLING DIP
96 4316 CONSTRUCT ROLLING DIP
98 4397 CONSTRUCT ROLLING DIP
100 4484 CONSTRUCT ROLLING DIP
115 5207 CONSTRUCT ROLLING DIP
132 6331 CONSTRUCT ROLLING DIP
134 6561 CONSTRUCT ROLLING DIP
141 7033 CONSTRUCT ROLLING DIP
145 7305 CONSTRUCT ROLLING DIP
152 7791 END NEW TRAIL CONSTRUCTION-PROJECTS CONTIUES
NA 7794 CONSTRUCT ROLLING DIP
NA 7999 CONSTRUCT ROLLING DIP
NA 8124 CONSTRUCT ROLLING DIP
NA 8294 CONSTRUCT ROLLING DIP
NA 8563 CONSTRUCT ROLLING DIP
NA 8659 CONSTRUCT ROLLING DIP
NA 8804 CONSTRUCT ROLLING DIP
NA 8881 BEGIN TRAIL OBLITERATION ON RIGHT
NA 8939 CONSTRUCT ROLLING DIP
NA 9216 END TRAIL OBLITERATION ON RIGHT
NA 10419 CONSTRUCT ROLLING DIP
NA 10646 BEGIN TRAIL RESTORATION
NA 10678 CONSTRUCT TURNPIKE, PLACE CULVERT
NA 10696 CONSTRUCT ROLLING DIP
NA 10814 CONSTRUCT ROLLING DIP
INDEX NUMBER FIELD REFERENCE STATION (FEET) WORK DESCRIPTION
NA 10905 CONSTRUCT ROLLING DIP
NA 10980 CONSTRUCT ROLLING DIP
NA 11067 CONSTRUCT ROLLING DIP
NA 11107 CONSTRUCT ROLLING DIP
NA 11160 CONSTRUCT ROLLING DIP
NA 11224 CONSTRUCT ROLLING DIP
NA 11300 CONSTRUCT ROLLING DIP AND OUTLET DITCH
NA 11393 CONSTRUCT ROLLING DIP AND OUTLET DITCH
NA 11411 END TRAIL RESTORATION
NA 11473 CONSTRUCT ROLLING DIP AND OUTLET DITCH
NA 11569 CONSTRUCT ROLLING DIP
NA 12217 CONSTRUCT ROLLING DIP
NA 12930 BEGIN TRAIL RESTORATION
NA 12964 CONSTRUCT ROLLING DIP
NA 13079 CONSTRUCT ROLLING DIP
NA 13146 CONSTRUCT ROLLING DIP
NA 13205 CONSTRUCT ROLLING DIP
NA 13280 CONSTRUCT ROLLING DIP
NA 13324 CONSTRUCT ROLLING DIP AND OUTLET DITCH
NA 13382 CONSTRUCT ROLLING DIP
NA 13404 CONSTRUCT ROLLING DIP
NA 13444 CONSTRUCT ROLLING DIP
NA 13474 END TRAIL RESTORATION, END OF PROJECT, INTERSECTION WITH
EXISTING TRAIL
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 SWITCHBACK
AND CULVERT 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 911-1 TYPICAL TRAIL CROSS SECTIONS 912-1
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE
BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
DRYPOLE.DWG
6/2015
6/2015
6/2015
J. NOLAND
J. NOLAND
S. VANSICKLE
TYPICAL TRAIL CROSS SECTIONS
CLEARING LIMITS
TRAIL CONSTRUCTION
DRY POLE 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 1.2H:1V
Common 1.5H:1V diameter that protrude from the
Remove roots over 1 inch in
SEE DRAWING 912-1 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 912-2 ROLLING DIP 912-5
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE
BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
DRYPOLE.DWG
6/2015
6/2015
6/2015
J. NOLAND
J. NOLAND
S. VANSICKLE
ROLLING DIP
TRAILBED AND SLOPE FINISH
TRAIL CONSTRUCTION
DRY POLE ATV
GREAT FALLS, MT
Leadout Ditch
Depth as needed to drain. 10" min.
12"
Leadout Ditch
Ground Line
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
SLO
PE
PLAN VIEW
SECTION A-A
DITCH 912-7 CLIMBING TURN 912-9
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE
BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
DRYPOLE.DWG
6/2015
6/2015
6/2015
J. NOLAND
J. NOLAND
S. VANSICKLE
CLIMBING TURN
DITCH
TRAIL CONSTRUCTION
DRY POLE ATV
GREAT FALLS, MT
Install rebar 6" from each log end and then at 4' intervals, located outside the trail tread and driven to refusal then cut off flush with top of log.
Notch and butt, 8' min.
length, all retainers together, secure with spike.
Side ditch, construct on upslope side only as staked by the COR.
Embankment and
Rock Source:
A rock source shall be designated within 0.5 miles of the turnpike.
An embankment source shall be designated within 300 feet of the turnpike.
Culvert shall be installed in the turnpike section. See drawing
921 for details.
EXISTING TRAIL RESTORATION 915-1TURNPIKE-TYPE II 913-2
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
DRYPOLE.DWG
6/2015
6/2015
6/2015
J. NOLAND
J. NOLAND
S. VANSICKLE
EXISTING TRAIL RESTORATION
TURNPIKE- TYPE II
TRAIL CONSTRUCTION
DRY POLE ATV
GREAT FALLS, MT
Original ground
Pull material from upper cut area or from downhill side of trail bench.
Provide uniform finished slope.
Compacted suitable material from designated borrow source.
Original ground
Place Sod Mats And Available Slash
On Recontoured Sections
Trailway width varies
NOTE: ALL TRAILBED
SHALL BE SCARIFIED TO
A MINIMUM DEPTH OF 12
INCHES.
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
DRYPOLE.DWG
6/2015
6/2015
6/2015
J. NOLAND
J. NOLAND
S. VANSICKLE
OBLITERATION
CULVERT WITHOUT HEADWALLS
TRAIL CONSTRUCTION
DRY POLE ATV
GREAT FALLS, MT
LEWIS & CLARK NATIONAL FOREST
R. STOVALL 6/2015
CULVERT WITHOUT HEADWALLS 921-1
OBLITERATION 954-1
12" X 12" PRESSURE TREATED TIMBER
FINISHED GRADE
EXISTING
GROUND
GOVERNMENT FURNISHED CATTLE GUARD
5% MAX APPROACH GRADE
2" Ø X 14" STAINLESS STEEL BOLT
WITH WASHERS, LOCK WASHER, AND NUT
TOTAL: 20
2" Ø ALL-THREAD, STAINLESS STEEL
WITH WASHERS, LOCK WASHERS, AND NUTS
TOTAL: 6
PROFILE VIEW - CATTLE GUARD CROSSING
NO SCALE
NOTES:
THE CATTLE GUARD CROSSING STRUCTURE WILL BE
GOVERNMENT FURNISHED: ALL OTHER MATERIALS INCLUDING
THE CONNECTION HARDWARE, TIMBER, AND OTHER
NECESSARY INCIDENTALS SHALL BE PROVIDED BY THE
CONTRACTOR.
ALL EARTHWORK IS INCIDENTAL TO THE PLACEMENT OF THE
CATTLE GUARD CROSSING. ALL EARTHWORK SHALL BE DONE IN
ACCORDANCE WITH SECTION 912.
THE CATTLE GUARD CROSSING SHALL BE PLACED ON A LEVEL
GRADE. THE SUBGRADE SHALL BE APPROVED BY THE COR PRIOR
TO CATTLE GUARD CROSSING PLACEMENT.
ALL HOLES MAY BE FIELD DRILLED. THE HOLE SHALL BE FIELD
TREATED AS SPECIFIED BY THE TIMBER MANUFACTURER WITH
AN APPROVED AWPA TREATMENT.
PLAN VIEW - CATTLE GUARD CROSSING
NO SCALE
COMPACT BACKFILL
ACCORDING TO SECTION 912
7 FT
9 FT
18"
H-BRACE-SEE H-BRACE
DETAIL SHEET
H-BRACE-SEE H-BRACE
DETAIL SHEET
BACKFILL AROUND 12" X 12" FOOTERS LEVEL
WITH THE TOP OF THE FOOTER A DISTANCE OF 1 FT
AND THEN A 11
2:1 SLOPE TO EXISTING GROUND1 FT
5% MAX APPROACH GRADE
TRAIL WIDTH
CATTLE GUARD CROSSING 937-1
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
DRYPOLE.DWG
6/2015
6/2015
6/2015
J. NOLAND
J. NOLAND
S. VANSICKLECATTLE GUARD CROSSING
TRAIL CONSTRUCTION
DRY POLE ATV
GREAT FALLS, MT
H-BRACE DETAIL-CROSS SECTION VIEW
NOTES:
POSTS SET IN GROUND SHALL BE BUTT TREATED BY SOAKING OR PRESSURE TREATMENT
ACCORDING TO AWPA STANDARDS.
CATTLE GUARD CROSSING LOCATION SHALL BE STAKED ON THE GROUND PRIOR TO
CONSTRUCTION.
SIGN MATERIAL SHALL BE PLASTIC OR WOOD.
ALL POSTS AND NECESSARY HARDWARE SHALL BE PROVIDED BY THE CONTRACTOR.
CONNECT TO EXISTING FENCE ON BOTH SIDES OF GATE. CONSTRUCT GATE AND BRACE PANELS
USING SAME TYPE WIRE AND NUMBER OF STRANDS AS EXISTING FENCE.
THIS WORK IS INCIDENTAL TO PAY ITEM 137(01).
NO SCALE
8'INSTALL TWO 8" POSTS
4" ROUND WOODEN BRACE, TOE-NAIL TOP AND BOTTOM
TYPE 2 OBJECT MARKER ON EACH GATEPOST, ON EACH SIDE OF POST
2-9 GA. STRANDS TWISTED
GALV. STEEL WIRE FOR GUY GROUND LINE
8" POST
42"
6"
12"
TYPE 2 OBJECT MARKER
6" X 12" REFLECTIVE YELLOW
CONSTRUCT CATTLE GUARD CROSSING IN
EXISTING FENCE. WIRE PLACEMENT
HEIGHT AND SPACING SHALL CONFORM TO
EXISTING FENCE CONDITIONS.
8'
5 FT
18"
BACKFILL AROUND 12" X 12" FOOTERS LEVEL
WITH THE TOP OF THE FOOTER A DISTANCE OF 1 FT
AND THEN A 11
2:1 SLOPE TO EXISTING GROUND
H-BRACE DETAIL-PLAN VIEW
NO SCALE
4" ROUND WOODEN BRACE, TOE-NAIL TOP AND BOTTOM
8" POST8' 5 FT
CONSTRUCT CATTLE GUARD CROSSING IN EXISTING FENCE
SEE CATTLE GUARD CROSSING SHEET FOR MORE DETAILS
SIGN DETAILS
NO SCALE
18"
CATTLE
GUARD
WARNING SIGN, BLACK ON YELLOW
TYPE 3 RETROREFLECTIVE
MEETING MUTCD STANDARDS
NOTES:
SUPPLY SIGN, HARDWARE, AND METAL U POSTS FOR INSTALLATION
INSTALL AT LOCATIONS STAKED BY COR
PROVIDE AND INSTALL TWO CATTLE GUARD WARNING SIGNS AND 4 TYPE 2 OBJECT
MARKERS
CATTLE GUARD CROSSING H-BRACE 937-2
SHEET OF
FILENAME:
DRAWN:
DESIGNED:
CHECKED:
DATE:
DATE:
DATE:
REVISIONDATE BY
U.S. DEPARTMENT OF AGRICULTURE
FOREST SERVICE
REVIEWED: DATE:
DRYPOLE.DWG
6/2015
6/2015
6/2015
J. NOLAND
J. NOLAND
S. VANSICKLE
H-BRACE
CATTLE GUARD CROSSING
TRAIL CONSTRUCTION
DRY POLE ATV
GREAT FALLS, MT
| DryPoleDrawings |
| HNF0616150607 |
File details come from the government source that posted it. Updated .