Attachment B_Drawings_5.18.26_Capulin Roads Reconstruction.pdf
PDF 10 MB Posted
- Attached to
- Solicitation is Restricted to the Current Region 3 FERM BPA Holders - USDA Forest Service
- Solicitation number
- 127EAX26Q0077
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a set of construction drawings for the Capulin Roads Reconstruction project on Forest Road 632, Forest Road 638, and Forest Road 638G within the Santa Fe National Forest, Pecos-Las Vegas Ranger District, New Mexico. The project involves road reconditioning and surface treatment across approximately 15.2 miles of forest service roads. Key work items include road clearing (22 lump sum items), sediment trap construction and cleaning (76 each), turnout construction (76 total), placement of 1-inch aggregate (5,800 tons), placement of 2-inch aggregate (8,884 tons), road reconditioning (303 work code items across 15.2 miles), and stockpiling of 2-inch aggregate material (400 tons). The project also requires removal and installation of two cattleguards (619 code items), with materials government-furnished and located at the Las Vegas Ranger District Office at 1926 7th Street, Las Vegas, NM 87701.
General project requirements specify that the contractor furnish all labor, equipment, supervision, transportation, and supplies necessary to perform all work activities. Work is limited to daylight hours (thirty minutes after dawn to thirty minutes before dusk, Monday through Friday) unless approved in writing, and construction is prohibited on federal holidays unless otherwise approved. The contractor must locate all utilities before digging, comply with the Santa Fe National Forest Fire Plan, and immediately stop work and contact the contracting officer's representative upon discovery of archaeological resources. Road specifications include maintaining a 14-foot minimum width with appropriate cross-slopes and aggregate surfacing as detailed in the plan sheets. Turnouts must be constructed at approximately 1,000-foot spacing, and grade dips must follow specific design standards accommodating lowboy trucks. All surface aggregate must be compacted until visible displacement ceases.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Capulin_Roads_Reconstruction_SOI_9_3_26.xlsx | XLSX spreadsheet | |
| 127EAX26Q0077-001.pdf | ||
| 127EAX26Q0077_SF1442 with SOW.pdf | ||
| Attachment G_Sustainable Products links and information.pdf | ||
| Attachment C_FSSS_5.14.26_Capulin Roads Reconstruction.docx | DOCX document | |
| Attachment D_SPS_5.13.26_Capulin Roads Reconstruction.docx | DOCX document | |
| Attachment F_Wage Determination_NM20260037.pdf | ||
| Attachment A_SOI_5.15.26_Capulin Roads Reconstruction.xlsx | XLSX spreadsheet | |
| Attachment E_Fire Plan and Guidelines_5.15.26_Capulin Roads Reconstruction.docx | DOCX document |
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Text version
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 8/2
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(R3)
SOUTHWESTERN REGION
CAPULIN ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS_LAS VEGAS RANGER
DISTRICT
SITE LOCATION MAP
5/18/26
G. MILLER
T.FLORES
M DE A CRUZ
GA-01
01 18
DIRECTOR OF ENGINEERING DATE
RECOMMENDED BY:
FOREST ENGINEER
DISTRICT RANGER DATE
DATE
FOREST SUPERVISOR DATE
PROJECT
LOCATION
PROJECT LOCATION MAPVICINITY MAP
PROJECT
LOCATION
FOREST LOCATION MAP
APPROVED:
FROM THE LAS VEGAS RANGER DISTRICT OFFICE,HEAD NORTH TOWARD
KATHRYN AVENUE. CONTINUE TO FOLLOW NM-518 N. PASS BY ALLSUPS
CONVENIENCE STORE ON LEFT CONTINUE 11.5 MI. TURN LEFT ONTO NM-94
CONTINUE 14.3 MI. TURN LEFT ONTO MURPHY LAKE ROAD CONTINUE 305 FT.
CONTINUE ONTO MORPHY LAKE ROAD 1.6 MI. TURN LEFT ONTO NFSR 632 =
BEGINNING OF PROJECT.
LAS VEGAS RANGER DISTRICT
1926 7TH STREET
LAS VEGAS NM. 87701
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TABLE OF CONTENTS
PAGE NUMBER SHEET TITLE SHEET NUMBER
1 SITE LOCATION MAP GA-01
2 TABLE OF CONTENTS GA-02
3 SUMMARY TABLE GA-03
4 NOTES SHEET GA-04
5 SITE PLAN OVERALL GA-05
6 NFSR 632 SITES 1 TO 48 GA-06
7 NFSR 632 SITES 49 TO 58 GA-07
8 NFSR 632 SITES 59 TO 60 GA-08
9 NFSR 638 SITES 61 TO 65 GA-09
10 NFSR 638 SITES 66 TO 67 GA-10
11 NFSR 638 SITES 68 TO 87 GA-11
12 NFSR SITES 68 TO 105 GA-12
13 NFSR 638 G SITES 106 TO 113 GA-13
14 ROAD CLEARING DETAILS DT-14
15 ROAD TEMPLATE DETAILS DT-15
16 TURNOUT DETAILS DT-16
17 DRAIN DIP DETAILS DT-17
18 CATTLEGUARD DETAILS DT-18
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OFSHEET
United States Department of Agriculture Forest Service
5/1 8/2
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CAPULIN ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS_LAS VEGAS RANGER
DISTRICT
TABLE OF CONTENTS
5/18/26
G. MILLER
T.FLORES
M. DE LA CRUZ
GA-02
02 18
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PROJECT SUMMARY TABLE
ROAD # WORK ITEM CLEARING
LSQ
SEDIMENT TRAPS
204(01)
EACH
CONSTRUCT TURNOUTS
204(02)
EACH
1" AGGREGATE
301(01)
TONS
2" AGGREGATE
301(02)
TONS
ROAD RECONDITIONING
MILE
STOCKPILE 2"
TONS
CATTLEGUARD
REMOVAL - INSTALL
EACH
632 201 LSQ
204(01) 4 204(02) 30 301(01) 5800 301(02) 2884
303 6.0 314 400
638 201 LSQ
204(01) 18 204(02) 42 301(01) 301(02) 4000
303 8.35 619 2
638 G 201 LSQ
204(01) 204(02) 4 301(01) 301(02) 2000
303 .82 *619
TOTAL LSQ 22 76 5800 TONS 8884 TONS 15.2 MILES 400 TONS 2
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ARCHIVE NO.DATE
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United States Department of Agriculture Forest Service
5/1 8/2
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CAPULIN ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS_LAS VEGAS RANGER
DISTRICT
PROJECT SUMMARY
TABLE
5/18/26
G. MILLER
T.FLORES
M. DE LA CRUZ
GA-03
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*619 Government Furnish Located At Las Vegas Ranger District
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STAMPS, LOGOS, AND SEALS
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DRAWING TITLE
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United States Department of Agriculture Forest Service
5/1 8/2
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RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS_LAS VEGAS RANGER
DISTRICT
NOTES SHEET
5/18/26
G. MILLER
T.FLORES
M. DE LA CRUZ
GA-04
04 18
REVISION 5/18/26 M.DE LA CRUZ
GENERAL NOTES
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 8/2
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RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS_LAS VEGAS RANGER
DISTRICT
SITE PLAN OVERALL
5/18/26
G. MILLER
T.FLORES
M. DE LA CRUZ
GA-05
05 18
638G
OVERALL SITE MAP
SCALE 1" = 1000'
Feet 0 2000 4000
Begin 6" of 1" Aggregate (5800 Tons)
End 6" of 1" Minus
2" Spot Surfacing(884 Tons)
Stockpile site
Stockpile (400 Tons)
2" Spot Surfacing (800 Tons)
2" Spot Surfacing (2000 Tons)
2" Spot Surfacing (3200 Tons)
2" Spot Surfacing (2000 Tons)
Stockpile Site
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FOREST ROAD 632 SCHEDULE OF TASKS
SITE NO. MILEPOST SCHEDULE OF TASKS
0.0 Intersection County Road
Begin 303 (Begin 6" of 1" Aggregate) 1 .047 Existing CMP 2 .108 Dip 3 .150 Dip/CMP(Remove CMP/Dip) 4 .187 Dip 5 .232 Dip 6 .289 Dip 7 .350 Dip 8 .408 Dip 9 .464 Dip
10 .558 Dip 11 .618 Dip 12 .663 Dip 13 .721 Dip 14 .766 Dip 15 .883 Forest Boundary 16 .953 Closure Gate 17 .994 Dip 18 1.046 CattleGuard (Repair Wing) 19 1.089 CMP(Clean Brush) 20 1.132 Rocky Section 21 1.190 Existing 36" CMP(Clean,Rock Disposal Site) 22 1.207 Dip 23 1.238 Dip 24 1.277 Clean Tank (Right) 25 1.312 Bypass( Stockpile /Staging Site) 26 1.411 Dip 27 1.426 Existing 24" CMP(Clean) 28 1.490 Dip 29 1.502 Existing CMP 30 1.557 Dip 31 1.594 Existing CMP 32 1.627 Existing 24" CMP 33 1.657 Dip 34 1.680 Dip 35 1.715 Dip 36 1.760 Dip 37 1.810 Dip 38 1.845 Dip 39 1.902 Dip 40 1.988 Dip 41 2.015 Dip 42 2.057 Dip 43 2.093 Dip 44 2.134 Dip 45 2.153 Dip 46 2.188 (Begin 2" Spot Surfacing) 47 2.263 Dip 48 2.304 Dip DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
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REVISION / ISSUE
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United States Department of Agriculture Forest Service
5/1 8/2
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RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS_LAS VEGAS RANGER
DISTRICT
NFSR 632
SITES 1 TO 48
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T.FLORES
M. DE LA CRUZ
GA-06
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NFSR 632 - SITES 1-48
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MP 2.0
#44
Feet 0 600 1200
SCALE 1" = 1000'
Intersection County
Stockpile/ Staging Area
Stockpile / Staging Area
Begin 6" of 1" Aggregate
End 6" of 1" Aggregate
Begin 1" Spot Surfacing
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SITE # MILEPOST SCHEDULE OF TASKS
49 2.532 Dip 50 2.597 Dip 51 2.680 Dip 52 2.754 Dip 53 3.047 2" Spot Surfacing 54 3.087 Dip 55 3.170 Dip 56 3.266 Junction(Stockpile Area) Begin 2" Spot Surfacing(400 Tons) 57 3.471 Existing CMP(Plugged,Clean,Leave As Drain) 58 3.844 2" Spot Surfacing
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ARCHIVE NO.DATE
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OFSHEET
United States Department of Agriculture Forest Service
5/1 8/2
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PECOS_LAS VEGAS RANGER
DISTRICT
NFSR 632
SITES 49 TO 58
5/18/26
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T.FLORES
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#49 #50
#51
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#54 #55
#56
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#58
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MP 3.0
Feet 0 500 1000
SCALE 1" = 250'
2" Spot Surfacing
Begin 2" Spot surfacing
(400 Tons Stockpile
Area
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59 5.192 2" Spot Surfacing 60 5.483 Stable To End
6.0 E.O.P.
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United States Department of Agriculture Forest Service
5/1 8/2
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NFSR 632
SITES 59 TO 60
5/18/26
G. MILLER
T.FLORES
M. DE LA CRUZ
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NFSR 632-SITES 59-60
#59
MP 5.0
#60
MP 6.0
Feet 0 500 1000
SCALE 1" = 250'
Spot Surfacing
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FOREST ROAD 638 SCHEDULE OF TASKS
0.0 Begin 303
61 .044 Begin 2" Spot Surfacing 62 .412 Continue 2" Spot Surfacing 63 1.890 Muddy Section(Need To Generate Borrow) 64 2.010 Existing 50" CMP (Capulin Drainage) 65 2.060 Existing CattleGuard(Remove and Replace)
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United States Department of Agriculture Forest Service
5/1 8/2
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NFSR 638
SITES 61 TO 65
5/18/26
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GA-09
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#61
#62
#63
#64
#65
MP 2.0
MP 1.0
MP 3.0
Feet 0 1200 2400
SCALE 1" = 600'
2" Spot Surfacing .5 Miles 900 Tons
Replace CattleGuard
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66 4.398 Clean Roadside Tank(Use material on Roadway) 67 5.532 Sediment Trap(Clean)
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United States Department of Agriculture Forest Service
5/1 8/2
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SOUTHWESTERN REGION
CAPULIN ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS_LAS VEGAS RANGER
DISTRICT
NFSR 638
SITES 66 TO 67
5/18/26
G. MILLER
T.FLORES
M. DE LA CRUZ
GA-10
10 18
NFSR 638-SITES 66-67
MP 3.0
MP 4.0
MP 5.0
#66
#67
Feet 0 900 1800
SCALE 1" = 450'
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68 5.814 Sediment Trap(Clean) 69 5.865 Sediment Trap(Remove) 70 5.869 Sediment Trap(Remove) 71 5.914 Sediment Trap(keep) 72 6.091 Restore Template(RipRap Source) 73 6.195 Sediment Trap(Clean) 74 6.199 Roadside Tank(Clean Tank) 75 6.424 15' Existing CattleGuard(Remove Existing And Install New) 76 6.445 Existing Sediment Trap(Clean ,Use As CattleGuard Bedding) 77 6.595 Begin 2" Spot Surfacing 78 6.652 Dip(Clean), Begin 2" Spot Surfacing 79 6.796 Sediment Trap(Clean Cut Overflow) 80 6.855 Sediment Trap (Clean Cut Overflow) 81 6.889 Sediment Trap(Remove) 82 7.072 Dip 83 7.183 Sediment Trap(Clean Cut Overflow) 84 7.203 Clean Outlet(Remove Berm And Decks To Drain) 85 7.235 Dip(Clean Outlet) 86 7.264 Sediment Trap(Clean Cut Overflow) 87 7.365 Construct Grade Dip
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 8/2
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SOUTHWESTERN REGION
CAPULIN ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS_LAS VEGAS RANGER
DISTRICT
NFSR 638
SITES 68 TO 87
5/18/26
G. MILLER
T.FLORES
M. DE LA CRUZ
GA-11
11 18
NFSR 638-SITES 68-87
#87
#86
#85 #84
#83
#82 MP 7.0
#81 #80
#79
#78
#77
#76 #75
#74 #73
#72
MP 6.0
#71
#69
#68
SCALE 1" = 400'
Feet 0 800 1600
638G
2" Spot Surfacing
Replace CattleGuard
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88 7.435 Begin 2" Spot Surfacing 89 7.457 Dip 90 7.473 Dip 91 7.594 Muddy Section 92 7.658 Sediment Trap (Clean) 93 7.727 Sediment Trap(Remove) 94 7.756 Dip 95 7.802 Sediment Trap(Clean) 96 7.817 Dip 97 7.856 Dip 98 7.906 Sediment Trap(Remove) 99 8.000 Dip
100 8.047 Sediment Trap (Clean) 101 8.112 Sediment Trap(Remove) 102 8.168 Sediment Trap(Clean And Restore Ditch To Lower Trap) 103 8.187 Dip(Borrow) 104 8.197 Sediment Trap(Clean) 105 8.212 Dip(Muddy)
8.35 EOP Construct 50" Radius
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 8/2
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SOUTHWESTERN REGION
CAPULIN ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS_LAS VEGAS RANGER
DISTRICT
NFSR 638
SITES 88 TO 105
5/18/26
G. MILLER
T.FLORES
M. DE LA CRUZ
GA-12
12 18
NFSR 638-SITES 88-105
#88
#89#90
#91
#92
#93 #94
#95
#96
#97
#98
#99
MP 8.0
#100
#101
#105 #102
#103
#104
Feet 0 400 800
SCALE 1" = 200'
2" Spot Surfacing
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FOREST ROAD 638 G SCHEDULE OF TASKS
0.0 Intersection 638, Begin Road Reconditioning
And 2" Spot Surfacing
106 .05 Reshape Template 107 .071 Construct Grade Dip 108 .13 Construct Grade Dip 109 .19 Construct Grade Dip 110 .26 Construct Grade dip 111 .30 Reshape Template 112 .45 Restore Template 113 .77 E.O.P.
DRAWN
DESIGNER
STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 8/2
6 1 0:
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SOUTHWESTERN REGION
CAPULIN ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS_LAS VEGAS RANGER
DISTRICT
NFSR 638 G
SITES 106 TO 113
5/18/26
G. MILLER
T.FLORES
M. DE LA CRUZ
GA-13
13 18
NFSR 638 G -SITES 106-113
#106 #107
#108
#109
#110
#111
#112
#113
8G
638G
Feet 0 400 800
SCALE 1" = 200'
2" Spot Surfacing As Directed
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 8/2
6 1 0:
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SOUTHWESTERN REGION
CAPULIN ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS_LAS VEGAS RANGER
DISTRICT
BRUSH CLEARING
SEDIMENT TANK
DETAILS
5/18/26
G. MILLER
T.FLORES
M. DE LA CRUZ
DT-14
14 18
Clearing Limits Width Varies
Traveled Way Varies
Fill Remove Berms And Trees That Prohibit Drainage And
Equipment Maintenance Activities (As Directed)
Natural Ground
SEDIMENT TRAP CLEANING DETAIL
NOT TO SCALE
SEDIMENT TRAP CLEANING DETAIL
NOT TO SCALE
CLEARING LIMIT PLAN
NOT TO SCALE
Typical Roadway Top Of Cut
Natural Ground
Roadway Ditch As Directed
3:1 or Flatter
3:1 Slope3:1 Slope
Variable
Variable
4'
4'
See Roadway Templates
Over Flow Max Water Level
36" Min.
18"
Roadway Edge
Construct OverFlow
D ow n H ill
Existing R oad
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 8/2
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SOUTHWESTERN REGION
CAPULIN ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS_LAS VEGAS RANGER
DISTRICT
ROAD TEMPLATE
DETAILS
5/15/26
G. MILLER
T.FLORES
M. DE LA CRUZ
DT-15
15 18
632 MP 0.0 - 2.3
EXISTING TYPICAL ROAD CROSS SECTION
RECONDITION AS STAKED
NOT TO SCALE
Natural Ground
Roadway Ditch
" M in
3:1 Slope
Max 3%Max 3%
14' Minimum
6" of 1" Aggregate
Natural Ground
Daylight to Natural Ground
14' Minimum
3% Cross Slope
112:1 Slope Min
3:1 Slope
Cut Top Of Cut
Natural Ground
Spot Surface (4" Min) As Staked
2" Aggregate Per Plans
Fill
EXISTING OUTSLOPED ROAD CROSS SECTION
RECONDITION AS STAKED
NOT TO SCALE
632 MP 2.3 - MP 6.0
638 MP 0.0 - MP 8.35
638G MP 0.0 - MP .82
NOTE:
Oversize Material Generated During 303 (Road Reconditioning) Shall Be Sidecast And or Removed To a Stockpile Location at Site # 24
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 8/2
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SOUTHWESTERN REGION
CAPULIN ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS_LAS VEGAS RANGER
DISTRICT
ROAD TURNOUTS
DETAIL
5/18/26
G.MILLER
T.FLORES
M. DE LA CRUZ
DT-16
16 18
SPLIT TURNOUT DETAIL
NOT TO SCALE
TURNOUT RIGHT DETAIL
NOT TO SCALE
TURNOUT LEFT DETAIL
NOT TO SCALE
25' 50' 25'
25' 50' 25'
25' 50' 25'
25' 50' 25'
5'
5'
N or m al
R oa d W id th
N or m al
R oa d W id th
N or m al
R oa d W id th
NOTE:
Construct Turnouts at ≈ 1000' Spacing or as Staked By FS.
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 8/2
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SOUTHWESTERN REGION
CAPULIN ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS_LAS VEGAS RANGER
DISTRICT
GRADE DIP
DETAILS
5/18/26
G. MILLER
T.FLORES
M. DE LA CRUZ
DT-17
17 18
Existing Road Grade
Existing Road Grade
B A B
20'
R R
.5
30' V.C.
VPI Elev.
30' V.C.
VPI Elev.
Embankment + 2%
4" of 2" Aggregate As Directed
4"Excavation
30' V.C.
VPI Elev.
30' V.C.
VPI Elev.
20'
5'
R R
Embankment + 2%
4" of 2" Aggregate As Directed
4"
2" Aggregate Borrow To Construct Dip
BORROW GRADE DIP
NOT TO SCALE
NOTES:
1. Minimum Cross Slope Of Drainline 2% Min. And 4% Max.
2. Skew Of Drainline Shall Be 0-25 Degrees.
3. When RipRap Is Specified At Outlet, It Shall Be Shaped To Assure Water Goes
Onto RipRap, Not Around. Instrument Shall Be Used To Determine Low Point.
4. RipRap Top Elevation Shall Be At Top Of Finished Outlet Grade, Not Subgrade.
5. Taper Lengths Shall Be Within 10% Of Listed Lengths.
GRADE LOWBOY GRADE LOG TRUCK GRADE 4X4 (FIRE ENGINE)
% LENGTH TAPER ROUNDING % %LENGTH TAPER ROUNDING LENGTH TAPER ROUNDING
A(ft) B(ft) % R(ft) A(ft) B(ft) % R(ft) A(ft) B(ft) % R(ft)
0-5 6-9
10-12
0-5 6-9
10-12
0-5 6-9
10-12
GRADE DIP
NOT TO SCALE
B A B
NOTES:
1. The Minimum Difference In Elevation Between VPI'S Is 1.5 ft.
This Will Give The Minimum Required 0.5 ft. Between The Sag And Crown Of The Vertical Curves.
2. The Maximum Depth Of Excavation And Embankment Will Fluctuate With The Steepness Of The Grade. Borrow Grade Dips Will Require Minimal Excavation.
3. Embankment Shall Be Constructed with 2" Aggregate Borrow.
4. Borrow Shall Be Compacted In 6" Lifts With Equipment
Until Visible Displacement Ceases.
5. Lowboy Design Shall Be Used. (See Table Below)
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STAMPS, LOGOS, AND SEALS
PROJECT NAME
DRAWING TITLE
CHECKED
ARCHIVE NO.DATE
PROJECT NO.
DRAWING SHEET NO.
DATENO.
REVISION / ISSUE
OFSHEET
United States Department of Agriculture Forest Service
5/1 8/2
6 1 0:
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SOUTHWESTERN REGION
CAPULIN ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS_LAS VEGAS RANGER
DISTRICT
CATTLEGUARD
AND GATE
DETAILS
5/18/26
G.MILLER
T.FLORES
M. DE LA CRUZ
DT-18
18 18
8"
1'-6" 1'
3' TO 4'
1' 1'
1'A
A
OBJECT
MARKER
TYPE 2
Angle Wings Shall Be Attached To The Guard Such That They can be readily removed And Re-installed
Under Structure Members Channel or "I" Beams
#4 Rebar
Va rie s 1'
-6
3/
4"
Felt
Finished road Surface
The Cattleguard Shall Be Placed 6"
Higher Than Finished Road Surface varies
Varies
4" Dia. x 10" Anchor Bolts With Mall,iron Washer, maximum Spacing of 6'-0"
Welded Steel Wing
7'-5" to 8'-0"
Rail
CATTLEGUARD SECTION A-A CATTLEGUARD PLAN VIEW
FORMED RAIL SECTION
Varies 1 1/2" to 2"
Varies 2 3/4" TO 3" 3/16" A36
7 GA., A572, GRADE 50
Varies 3/4" to 7/8"
Welded Steel Wing
GATE DETAIL ELEVATION
NOT TO SCALE
NOT TO SCALE NOT TO SCALE
NOT TO SCALE
Size per Plan (12' Min.) or Texas Gate Per plan
4'
Gate May be Located On Either Side of Road.
If Gate Is Placed On Lower Side of Road The Road Level At The Gate Must Be As Low Or Lower Than The Ground Level Under The Cattleguard
6"x6" Treated Post
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| 01 |
| Sheets and Views |
| site map |
| 02 |
| Sheets and Views |
| TABLE OF CONTENTS |
| 03 |
| Sheets and Views |
| SUMMARY TABLE |
| 04 |
| Sheets and Views |
| mandos notes |
| 05 |
| Sheets and Views |
| SITE PLAN OVERALL |
| 06 |
| Sheets and Views |
| 632 SITE 1-48 |
| 07 |
| Sheets and Views |
| 632 SITE 49-58 |
| 08 |
| Sheets and Views |
| 632 SITE 59-60 |
| 09 |
| Sheets and Views |
| 638 SITE 61-65 |
| 10 |
| Sheets and Views |
| 638 SITE 66-67 |
| 11 |
| Sheets and Views |
| 638 SITE 68-87 |
| 12 |
| Sheets and Views |
| 638 SITE 88-105 |
| 13 |
| Sheets and Views |
| 638 G SITE 106-113 |
| 14 |
| Sheets and Views |
| CLEARING DETAILS |
| 15 |
| Sheets and Views |
| ROAD TEMPLATE |
| 16 |
| Sheets and Views |
| TURNOUT DETAIL |
| 17 |
| Sheets and Views |
| DRAIN DIP |
| 18 |
| Sheets and Views |
| CATTLEGUARD DETAIL |
File details come from the government source that posted it. Updated .