Attachment B_DRAWINGS_5.19.26_127EAX26Q0086.pdf
PDF 3 MB Posted
- Attached to
- Solicitation is Restricted to the Current Region 3, Zone 5 FERM BPA Holders - USDA Forest Service
- Solicitation number
- 127EAX26Q0086
- Issued by
-
Department of Agriculture Forest Service
About this file
This document is a design/construction drawing set for the Barillas Peak Roads Reconstruction project located in the Santa Fe National Forest, Pecos/Las Vegas Ranger District in San Miguel County, New Mexico. The project consists of nine sheets of detailed engineering specifications and construction details dated 5/16/2026, prepared by the U.S. Department of Agriculture Forest Service, R3 Southwestern Region.
The project encompasses road reconstruction work on multiple forest service roads (NFSR 66, 66F, 66J, 83, 83Y, 83Z, 832, 200L, 203, and 203H) with total project lengths ranging from 0.03 miles to 10.45 miles depending on the road segment. Key construction elements include typical road section details for both native-surfaced and aggregate-surfaced roads with specified slope requirements, drain dip and grade dip installations with minimum 4% flowline grades, culvert reset and apron/riprap installations using Class 5 riprap and non-woven geotextile, gate and locking post installations with specific dimensions and materials, roadside clearing with 10-foot clearing height limits, and reinforced traveled way with turnout widening specifications. The contractor is responsible for all labor, equipment, supervision, transportation, and supplies necessary for project completion. Construction activity is limited to 30 minutes after dawn to 30 minutes before dusk Monday through Friday unless otherwise approved in writing. Road reconditioning must be approved by the Contracting Officer prior to material placement, and all changes to project activities require advance written approval from the Contracting Officer.
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Text version
FOREST LOCATION MAP
PROJECT LOCATION MAP
TRAVEL DIRECTIONS TO NFSR 83 FROM PECOS RANGER DISTRICT OFFICE:
Head North on S Main St. Turn right onto NM-223. Drive approximately 2.1 miles to NFSR 83 on your right.
SHEET OF
United States Department of Agriculture Forest Service
BARILLAS PEAK ROADS RECONSTRUCTION
RECOMMENDED BY:
APPROVED:
ENGINEERING STAFF OFFICER
DISTRICT RANGER DATE
DATE
DIRECTOR OF ENGINEERING DATE
FOREST SUPERVISOR DATE
5/1 9/2
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NEW MEXICO
SAN MIGUEL COUNTY
R3 SOUTHWESTERN REGION
SANTA FE NATIONAL FOREST
PECOS/LAS VEGAS RANGER DISTRICT
INDEX OF SHEETS
SHEET TITLE
01 COVER SHEET
G-02 VICINITY MAP
G-03 GENERAL NOTES
C-01 TYPICAL SECTION DETAIL
C-02 DRAIN DIP DETAIL
C-03 CULVERT RESET AND APRON/RIPRAP
INSTALLATION DETAIL
C-04 GATE AND LOCKING POSTS DETAIL
C-05 CLEARING DETAIL
C-06 REINFORCED TRAVELED WAY AND TURNOUT
DETAIL
5/16/2026
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PROJECT AREA
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 9/2
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SOUTHWESTERN REGION
BARILLAS PEAK
ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS/LAS VEGAS RANGER
DISTRICT
VICINITY MAP
5/16/2026
M. DE LA CRUZ
M. DE LA CRUZ
V. JENSEN
G-02 02 09
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E
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 9/2
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SOUTHWESTERN REGION
BARILLAS PEAK
ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS/LAS VEGAS RANGER
DISTRICT
GENERAL NOTES
5/16/2026
M. DE LA CRUZ
M. DE LA CRUZ
V. JENSEN
G-03 03 09
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GENERAL NOTES
AutoCAD SHX Text G-01. THE CONTRACTING OFFICER (CO) AS REFERENCED HEREIN REFERS TO THE GOVERNMENT CO OVERSEEING THE CONTRACT. THE CONTRACTING OFFICER (CO) AS REFERENCED HEREIN REFERS TO THE GOVERNMENT CO OVERSEEING THE CONTRACT. G-02. THE CONTRACTOR AS REFERENCED HEREIN REFERS TO THE COMPANY OR PERSON PERFORMING ALL PROJECT ACTIVITIES. THE CONTRACTOR AS REFERENCED HEREIN REFERS TO THE COMPANY OR PERSON PERFORMING ALL PROJECT ACTIVITIES. G-03. STANDARD DETAILS SHALL APPLY TO ALL PROJECT ACTIVITIES. STANDARD DETAILS SHALL APPLY TO ALL PROJECT ACTIVITIES. G-04. CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, SUPERVISION, SIGNING, TRANSPORTATION, AND SUPPLIES NECESSARY CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, SUPERVISION, SIGNING, TRANSPORTATION, AND SUPPLIES NECESSARY TO PERFORM ALL PROJECT ACTIVITIES. G-05. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES BEFORE DIGGING. G-06. CONTRACTOR SHALL CONFORM TO THE PROVIDED SANTA FE NATIONAL FOREST FIRE PLAN AT ALL TIMES. CONTRACTOR SHALL CONFORM TO THE PROVIDED SANTA FE NATIONAL FOREST FIRE PLAN AT ALL TIMES. G-07. IN THE EVENT OF INADVERTENT DISCOVERY OF POSSIBLE ARCHAEOLOGICAL RESOURCES, CONTRACTOR SHALL STOP WORK IN THE EVENT OF INADVERTENT DISCOVERY OF POSSIBLE ARCHAEOLOGICAL RESOURCES, CONTRACTOR SHALL STOP WORK IN THE IMMEDIATE VICINITY AND CONTACT THE CONTRACTING OFFICER'S REPRESENTATIVE. G-08. CONTRACTOR SHALL NOT PERFORM WORK IN OR DISCARD MATERIAL INTO WATER BODIES. CONTRACTOR SHALL NOT PERFORM WORK IN OR DISCARD MATERIAL INTO WATER BODIES. G-09. BERMS OF MATERIAL OF ANY KIND SHALL BE REMOVED PRIOR TO THE END OF EACH WORKING DAY. BERMS OF MATERIAL OF ANY KIND SHALL BE REMOVED PRIOR TO THE END OF EACH WORKING DAY. G-10. ALL VEHICLES AND EQUIPMENT SHALL BE CLEAN AND FREE OF WEEDS AND SUBJECT TO INSPECTION PRIOR TO ALL VEHICLES AND EQUIPMENT SHALL BE CLEAN AND FREE OF WEEDS AND SUBJECT TO INSPECTION PRIOR TO MOBILIZING ONTO FOREST LANDS. G-11. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE HOURS OF THIRTY (30) MINUTES AFTER DAWN TO THIRTY (30) CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE HOURS OF THIRTY (30) MINUTES AFTER DAWN TO THIRTY (30) MINUTES BEFORE DUSK, MONDAY THROUGH FRIDAY, UNLESS OTHER HOURS ARE APPROVED IN WRITING BY THE CO. G-12. CONSTRUCTION ACTIVITY SHALL NOT OCCUR ON FEDERAL HOLIDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE CONSTRUCTION ACTIVITY SHALL NOT OCCUR ON FEDERAL HOLIDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE CO. G-13. ALL CHANGES TO PROJECT ACTIVITIES SHALL BE REVIEWED AND APPROVED BEFOREHAND BY THE CO. ALL CHANGES TO PROJECT ACTIVITIES SHALL BE REVIEWED AND APPROVED BEFOREHAND BY THE CO. G-14. PRIOR TO CLOSING A ROAD LONGER THAN 45 MINUTES, IT SHALL BE APPROVED, IN WRITING, BY THE CO. PRIOR TO CLOSING A ROAD LONGER THAN 45 MINUTES, IT SHALL BE APPROVED, IN WRITING, BY THE CO. G-15. ROAD RECONDITIONING SHALL BE APPROVED BY COR, PRIOR TO PLACING AGGREGATE/MATERIAL. ROAD RECONDITIONING SHALL BE APPROVED BY COR, PRIOR TO PLACING AGGREGATE/MATERIAL. G-16. COR/FOREST SERVICE REPRESENTATIVE SHALL BE PRESENT DURING PLACEMENT AND COMPACTION OF CULVERT.COR/FOREST SERVICE REPRESENTATIVE SHALL BE PRESENT DURING PLACEMENT AND COMPACTION OF CULVERT.
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ROAD BMP EMP LENGTH (MI) NOTES
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 9/2
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SOUTHWESTERN REGION
BARILLAS PEAK
ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS/LAS VEGAS RANGER
DISTRICT
TYPICAL SECTION
DETAIL
5/16/2026
M. DE LA CRUZ
M. DE LA CRUZ
V. JENSEN
C-01 04 09
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NFSR 66
AutoCAD SHX Text 4.75
AutoCAD SHX Text 5.52
AutoCAD SHX Text 0.77
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FROM ISECT NFSR 66F TO NFSR 66J
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NFSR 66F
AutoCAD SHX Text 2.79
AutoCAD SHX Text 3.94
AutoCAD SHX Text 1.15
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TO FIRST WASHOUT COMING IN FROM NFSR 83
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NFSR 66J
AutoCAD SHX Text 0.00
AutoCAD SHX Text 0.87
AutoCAD SHX Text 0.87
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FROM NFSR 66 TO NFSR 200L
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NFSR 83
AutoCAD SHX Text 0.02
AutoCAD SHX Text 10.47
AutoCAD SHX Text 10.45
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FROM END OF PAVEMENT TO ML2 SECTION
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NFSR 83
AutoCAD SHX Text 10.47
AutoCAD SHX Text 19.39
AutoCAD SHX Text 8.92
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TO ISECT NFSR 66F
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NFSR 83Y
AutoCAD SHX Text 0.00
AutoCAD SHX Text 2.18
AutoCAD SHX Text 2.18
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BOTH ENDS INTERSECT NFSR 83
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NFSR 83Z
AutoCAD SHX Text 0.00
AutoCAD SHX Text 1.02
AutoCAD SHX Text 1.0200
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FROM NFSR 83 TO LOOKOUT TOWER
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NFSR 200L
AutoCAD SHX Text 0.00
AutoCAD SHX Text 2.88
AutoCAD SHX Text 2.8800
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FROM NFSR 83 TO ISECT NFSR 66J
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NFSR 203
AutoCAD SHX Text 0.00
AutoCAD SHX Text 6.07
AutoCAD SHX Text 6.0700
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TO ISECT NFSR 203JA
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NFSR 203H
AutoCAD SHX Text 0.29
AutoCAD SHX Text 0.32
AutoCAD SHX Text 0.0300
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FROM MP 0.29 TO ISECT NFSR 203
AutoCAD SHX Text ROAD RECONDITIONING CONSTRUCTION NOTES 1. THE ROADWAY SURFACE SHALL BE CROWNED UNLESS IT IS THE ROADWAY SURFACE SHALL BE CROWNED UNLESS IT IS INSLOPED OR OUTSLOPED. NO FLAT BLADING SHALL BE PERMITTED.
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TABLE 1. ROAD RECONDITIONING SUMMARY
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OUTSLOPED:
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TYPICAL SECTIONS FOR NATIVE-SURFACED ROADS
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FILL SLOPE
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CUT SLOPE
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NATURAL GROUND
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CROWNED:
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FILL SLOPE
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CUT SLOPE
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NATURAL GROUND
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OUTSLOPED:
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FILL SLOPE
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CUT SLOPE
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NATURAL GROUND
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CROWNED:
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FILL SLOPE
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CUT SLOPE
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NATURAL GROUND
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INSLOPED:
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FILL SLOPE
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CUT SLOPE
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NATURAL GROUND
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TYPICAL SECTIONS FOR AGGREGATE-SURFACED ROADS
AutoCAD SHX Text AGGREGATE AND OTHER SURFACING CONSTRUCTION NOTES 2. ROAD RECONDITIONING IS REQUIRED PRIOR TO MATERIAL PLACEMENT. 3. SURFACING SHALL COVER 14 FEET MINIMUM OF ROAD WIDTH AND BE COMPACTED TO 4". 4. COMPACT ACCORDING TO SPECIFICATIONS FOR EACH MATERIAL TYPE AS DESCRIBED IN THE SCHEDULE OF ITEMS AND ATTACHMENT C.
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ORIGINAL GRADEFLOWLINE
CL
ROLLING DIP LOCATIONS
SHOWN ON ROAD LOGS
L L
T L T
GA G GA
GGD
0.5ft.
1 FT. DITCH (IF IN
DITCHED STANDARD
ROADWAY).
DITCH GRADE
GD-ADVERSE GRADE
GA-APPROACH GRADE
G -ORIGINAL ROAD GRADE
L -LENGTH OF VERTICAL
CURVE
T -LENGTH OF APPROACH
GRADE
1. GRADE ALONG THE FLOWLINE WILL BE A MINIMUM OF 4%.
3. WHERE FURROW DITCHES ARE SPECIFIED IN THE DESCRIPTION OF
WORK THE FURROW DITCH GRADE WILL BE A MINIMUM OF (G)
WHICH IS DESCRIBED IN THE PROFILE DRAWING ABOVE.
4. TOLERANCE CRITERIA:
FREEBOARD: +0.2 FT.
"L" : +5 FT.
"T" : +10 FT.
GRADE
G GA
L T 2% 4% 14' 42' 4% 6% 16' 55' 6% 8% 18' 71'
UPHILL
UPHILL
GRADE DIP LOCATIONS
SHOWN ON ROAD LOGS
ORIGINAL GRADE LINE
FLOWLINE
GRADE DIP ___________
15' 15'
30 30 30 30
PLAN VIEW_________
FLOWLINE
0 0
0 0
PROFILE VIEW____________
POINTS OF FULL OUTSLOPE
GRADE OF 4%
3. WHERE FURROW DITCHES ARE SPECIFIED IN THE DESCRIPTION
OF WORK THE FURROW DITCH GRADE WILL BE A MINIMUM OF
THE STEEPER GRADE (G1 OR G2) DRAINING INTO THE DIP.
DOWNGRADE
GRADE LINE (G 2)
GRADE LINE (G 1)
ROLLING DIP (0.5' FREEBOARD)
1. GRADE ALONG FLOWLINE WILL BE A MINIMUM OF 4%.
2. ARMORED GRADE DIPS SHALL BE SCARIFIED 6" MIN. PRIOR TO
PLACING CLASS 0 RIPRAP AND COMPACTED ACCORDING TO
FSSS 204 COMPACTION METHOD (e).
2. ROLLING/GRADE DIPS ON ML-3 ROADS SHALL BE
COMPACTED ACCORDING TO FSSS 204 COMPACTION
METHOD (d), AND ON ML-2 ROADS ACCORDING TO FSSS 204 COMPACTION METHOD (e).
4. CLASS 0 RIPRAP TO BE SPREAD EVENLY FROM TROUGH OF
GRADE DIPS. (e.g.10' ON BOTH SIDES OF TROUGH.) 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 9/2
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SOUTHWESTERN REGION
BARILLAS PEAK
ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS/LAS VEGAS RANGER
DISTRICT
DRAIN DIP DETAIL
5/16/2026
M. DE LA CRUZ
M. DE LA CRUZ
V. JENSEN
C-02 05 09
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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 9/2
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SOUTHWESTERN REGION
BARILLAS PEAK
ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS/LAS VEGAS RANGER
DISTRICT
CULVERT RESET AND
APRON/RIPRAP
INSTALLATION DETAIL
5/16/2026
M. DE LA CRUZ
M. DE LA CRUZ
V. JENSEN
C-03 06 09
AutoCAD SHX Text CULVERT INSTALLATION CONSTRUCTION NOTES: : 1. BEDDING MATERIAL SHALL ADHERE TO FP-24 BEDDING MATERIAL SHALL ADHERE TO FP-24 714.01(c). 2. 4" BEDDING MATERIAL SHALL NOT BE COMPACTED. 4" BEDDING MATERIAL SHALL NOT BE COMPACTED. 3. BACKFILL SHALL BE COMPACTED ACCORDING BACKFILL SHALL BE COMPACTED ACCORDING TO FSSS 204 COMPACTION METHOD (d). 4. WHEN COMPACTING WITH ROLLERS IS NOT WHEN COMPACTING WITH ROLLERS IS NOT PRACTICAL, USE APPROVED MECHANICAL TAMPERS FOR A MIN. OF THREE PASSES. 5. EXCAVATION AND THE CULVERT FOUNDATION EXCAVATION AND THE CULVERT FOUNDATION SHALL BE APPROVED IN WRITING BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) BEFORE THE PIPE IS PLACED AND BACKFILL IS CONDUCTED. 6. NEW APRONS AND COUPLINGS SHALL MATCH EXISTING CULVERT MATERIAL AND SIZE. CULVERT MATERIAL AND SIZE. 7. EXISTING CULVERT IS A 95" X 67" X 40' SQUASH EXISTING CULVERT IS A 95" X 67" X 40' SQUASH PIPE. 8. INSTALLATION TO PROVIDE POSITIVE DRAINAGE.INSTALLATION TO PROVIDE POSITIVE DRAINAGE.
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INVERT
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%%UTYPICAL INSTALLATION IN FILL SECTION
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DISCHARGE ONTO
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NATURAL GROUND
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1' MIN.
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TOE OF FILL
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SLOPE
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ROAD
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SHOULDER
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INSTALL CLASS 5 RIPRAP AND NON-WOVEN GEOTEXTILE
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INSTALL NEW APRONS ON BOTH ENDS
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TOE PLATE
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VARIABLE SLOPE
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%%UEND SECTION
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FINISH EARTH
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SLOPE AS
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REQUIRED
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STANDARD
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COUPLING
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BAND
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%%UTYPICAL METAL
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6" (LOOSE DEPTH) COMPACTED LAYERS
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BEDDING MATERIAL
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12" MIN.
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%%UTYPICAL BACKFILL DETAIL
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%%UPLAN VIEW
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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 9/2
6 1 9:
A
RM
AN
DO
DE
LA
CR
UZ
C
:\U
SE
RS
\A
RM
AN
DO
DE
LA
CR
UZ
\A
PP
DA
TA
\L
OC
AL
\B
OX
\B
OX
E
DI
T\
DO
CU
ME
NT
S\
NC
3IL
E8
HU
0K
SQ
L4
XT
KH
1+
G=
BA
RI
LL
AS
_P
EA
K_
RO
AD
S_
RE
CO
NS
T_
5_
_2 6_
DR
AF
T.
DW
G;
R3
SOUTHWESTERN REGION
BARILLAS PEAK
ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS/LAS VEGAS RANGER
DISTRICT
GATE AND LOCKING
POSTS DETAIL
5/16/2026
M. DE LA CRUZ
M. DE LA CRUZ
V. JENSEN
C-04 07 09
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text
GATE EXTENSION TOP VIEW
AutoCAD SHX Text P 1/4" x 5" x 10"
AutoCAD SHX Text L
AutoCAD SHX Text 1/8" (Each side only)
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text 2 1/2"
AutoCAD SHX Text 3'-3"
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ROAD BED
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DIA.
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%%ULOCKING OPEN POST
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AutoCAD SHX Text P 1/4" x 3" x 3" Stiffner
AutoCAD SHX Text 5"
AutoCAD SHX Text 3'-6 1/4"
AutoCAD SHX Text 3'-0 1/4"
AutoCAD SHX Text 9"
AutoCAD SHX Text 8"
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3/16" ALL
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AROUND
AutoCAD SHX Text 1/8" (One side only)
AutoCAD SHX Text 1/8" (Top & bottom only)
AutoCAD SHX Text 1/8" (Each side only)
AutoCAD SHX Text L
AutoCAD SHX Text P 1/4" x 5" x 10"
AutoCAD SHX Text L
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%%UDETAIL A
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WELDED TO EXTENSION
AutoCAD SHX Text 3" x 6" x 1/4" PLATE
AutoCAD SHX Text 1 1/2"
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GATE EXTENSION SIDE VIEW
AutoCAD SHX Text 1/8"
AutoCAD SHX Text 2 1/4"
AutoCAD SHX Text 3/8" x 1 3/4" SLOT
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SEE DETAIL A
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AutoCAD SHX Text 5"
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VARIABLE
AutoCAD SHX Text 16'-20'
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%%UPLAN VIEW
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%%UGATE PLAN & ELEVATION DETAILS
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ELEVATION VIEW
AutoCAD SHX Text 8"
AutoCAD SHX Text 10"
AutoCAD SHX Text 3'-6 1/4"
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3' MIN.
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CONCRETE
AutoCAD SHX Text 5"
AutoCAD SHX Text 14'-0"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 7"
AutoCAD SHX Text 8'-0"
AutoCAD SHX Text 2'
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SET TOP OF PIPE 3'-9"
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ABOVE C OF ROAD.
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TACK WELD CAP OR JAM
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THREADS WITH PUNCH
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AFTER INSTALLATION.
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3' MIN.
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LOCKING OPEN POST
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HINGE POST
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LOCKING CLOSED
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POST
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AutoCAD SHX Text
HINGE POST
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PIPE, NOMINAL
AutoCAD SHX Text 3"(STD) x 8'-0" x0.216", AutoCAD SHX Text
ASTM A53
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DIA.
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CONCRETE
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LOCKING CLOSED POST
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SET TOP OF LOCKING POST B
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LEVEL WITH LOCKING POST C
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OR BOTTOM OF GALE.
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AutoCAD SHX Text 1/8"
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ALL MEMBERS OF THE GATE ASSEMBLY SHALL BE FABRICATED FROM STANDARD
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STEEL SECTIONS, AND APPROVED BY CO PRIOR TO INSTALLATION.
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THE CLOSURE GATE PAY ITEM INCLUDES ALL REQUIRED RETROREFLECTIVE TAPE PLACEMENT.
AutoCAD SHX Text CONCRETE SHALL BE 4000 PSI AND IN ACCORDANCE WITH SECTION 601, OR METHOD APPROVED BY THE CO.
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RETROREFLECTIVE TAPE PLACEMENT TO BE COORDINATED WITH COR.
AutoCAD SHX Text 1.
AutoCAD SHX Text 2.
AutoCAD SHX Text 3.
AutoCAD SHX Text 4.
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%%UNOTES:
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%%UHINGE DETAIL
AutoCAD SHX Text 3 3/4"
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DIA. HOLE
AutoCAD SHX Text P 3/8" x 5" x 5"
AutoCAD SHX Text L
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STEEL TUBING,
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12 GA.
AutoCAD SHX Text 2 1/2" x 2 1/2"
AutoCAD SHX Text
GATE EXTENSION
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STEEL TUBING, 12" GA.
AutoCAD SHX Text 2" x 2" x 7"
AutoCAD SHX Text C
AutoCAD SHX Text
1' DIA.
AutoCAD SHX Text 1"
AutoCAD SHX Text
SET TOP OF LOCKING POST C
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LEVEL WITH LOCKING POST B
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OR BOTTOM OF GATE.
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PIPE
AutoCAD SHX Text NOMINAL 3"(STD) x 5' x 0.216"
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ASTM A53
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CONCRETE
AutoCAD SHX Text Place 3" Yellow Retroreflective tape on both sides of post.
AutoCAD SHX Text Place 3" yellow retroreflective tape on both sides of post.
AutoCAD SHX Text Place 3" Yellow Retroreflective tape on both sides of post.
AutoCAD SHX Text Place 3" Red/White Retroreflective tape on both sides of top rail.
AutoCAD SHX Text Red/White Stripes Width Varies.
AutoCAD SHX Text 3" Yellow Retro Tape
AutoCAD SHX Text
INCLUDE LOCKING PIN.
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INCLUDE LOCKING PIN.
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5. TWO (2) LOCKING OPEN POSTS TO BE INSTALLED ON NFSR 83Y SHALL MATCH EXISTING GATE MATERIAL.
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6. TWO (2) LOCKING PINS SHALL BE PROVIDED WITH LOCKING OPEN POSTS.
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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 9/2
6 1 9:
A
RM
AN
DO
DE
LA
CR
UZ
C
:\U
SE
RS
\A
RM
AN
DO
DE
LA
CR
UZ
\A
PP
DA
TA
\L
OC
AL
\B
OX
\B
OX
E
DI
T\
DO
CU
ME
NT
S\
NC
3IL
E8
HU
0K
SQ
L4
XT
KH
1+
G=
BA
RI
LL
AS
_P
EA
K_
RO
AD
S_
RE
CO
NS
T_
5_
_2 6_
DR
AF
T.
DW
G;
R3
SOUTHWESTERN REGION
BARILLAS PEAK
ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS/LAS VEGAS RANGER
DISTRICT
CLEARING DETAIL
5/16/2026
M. DE LA CRUZ
M. DE LA CRUZ
V. JENSEN
C-05 08 09
AutoCAD SHX Text
%%UCLEARING DETAILS
AutoCAD SHX Text
%%UCLEARING LIMITS
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%%UTYPICAL
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%%USIGHT DISTANCE
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%%UTYPICAL
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%%UNOTES
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CLEARING
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HEIGHT
AutoCAD SHX Text (10 ft.)
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ROADBED
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SHOULDERS
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FILL SLOPE
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BACKSLOPE
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SIGHT DISTANCE
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SEE NOTE 2 & 3
AutoCAD SHX Text
ROADSIDE CLEARING
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SEE NOTE 1
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ROADSIDE CLEARING
AutoCAD SHX Text
SEE NOTE 2 & 3
AutoCAD SHX Text
SIGHT DISTANCE
AutoCAD SHX Text 60%
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text 1.
AutoCAD SHX Text 2.
AutoCAD SHX Text All conifers, hardwoods and brush within 5 feet of the
AutoCAD SHX Text shoulders of the road or the bottom of the ditch shall
AutoCAD SHX Text be removed.
AutoCAD SHX Text The area of sight distance clearing will be from the
AutoCAD SHX Text roadside clearing limit, to a line of sight between the
AutoCAD SHX Text beginning and ending points marked on the road logs.
AutoCAD SHX Text 3.
AutoCAD SHX Text Branches on remaining conifers shall be trimmed from
AutoCAD SHX Text ground level to a clearing height limit 10 feet above
AutoCAD SHX Text the roadbed or to a limit of 60% of the tree's height, AutoCAD SHX Text whichever is less. Limbs of vegetation shall be cut
AutoCAD SHX Text so as to not protrude within the clearing limits.
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NO SCALE
AutoCAD SHX Text 10'
AutoCAD SHX Text 4.
AutoCAD SHX Text FSSS 203 Disposal Method (b), Scattering shall be used.
AutoCAD SHX Text Remove all debris from ditches and drainage feature outlets, unless otherwise agreed.
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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 9/2
6 1 9:
A
RM
AN
DO
DE
LA
CR
UZ
C
:\U
SE
RS
\A
RM
AN
DO
DE
LA
CR
UZ
\A
PP
DA
TA
\L
OC
AL
\B
OX
\B
OX
E
DI
T\
DO
CU
ME
NT
S\
NC
3IL
E8
HU
0K
SQ
L4
XT
KH
1+
G=
BA
RI
LL
AS
_P
EA
K_
RO
AD
S_
RE
CO
NS
T_
5_
_2 6_
DR
AF
T.
DW
G;
R3
SOUTHWESTERN REGION
BARILLAS PEAK
ROADS
RECONSTRUCTION
SANTA FE NATIONAL
FOREST
PECOS/LAS VEGAS RANGER
DISTRICT
REINFORCED TRAVELED
WAY AND TURNOUT
DETAIL
5/16/2026
M. DE LA CRUZ
M. DE LA CRUZ
V. JENSEN
C-06 09 09
AutoCAD SHX Text
ORIGINAL GROUND
AutoCAD SHX Text
ORIGINAL GROUND
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60 CY
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TRAVELED WAY
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AS APPROVED BY THE ENGINEER.
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DISPOSE OF UNSUITABLE EXCAVATED MATERIAL
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TRANSITION
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20 FT.
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FINAL ROAD GRADE
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GEOGRID ON TOP OF WOVEN GEOTEXTILE
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14 FT.
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EXCAVATED WIDTH
AutoCAD SHX Text
0.5 FT. EXCAVATED DEPTH
AutoCAD SHX Text
TRAVELED WAY
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WIDTH 14 FT.
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AutoCAD SHX Text
60 CY
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EXCAVATED
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WIDTH 18 FT.
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RIPRAP CLASS 0 QTY:
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SUBBASE QTY:
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LOCATION:
AutoCAD SHX Text
%%UCROSS SECTION VIEW
AutoCAD SHX Text
ROAD NO.
AutoCAD SHX Text
OBJ ID
AutoCAD SHX Text
18 FT.
AutoCAD SHX Text
%%UPROFILE VIEW
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%%UPLAN VIEW
AutoCAD SHX Text
TRANSITION
AutoCAD SHX Text
20 FT.
AutoCAD SHX Text 140'
AutoCAD SHX Text
GEOGRID ON TOP OF WOVEN GEOTEXTILE
AutoCAD SHX Text
PLACE 60 CY OF CLASS 0 RIPRAP WITHIN 180'
AutoCAD SHX Text
PLACE 60 CY OF SUBBASE WITHIN 180'
AutoCAD SHX Text
1960 SF
AutoCAD SHX Text
WOVEN GEOTEXTILE QTY:
AutoCAD SHX Text
1960 SF
AutoCAD SHX Text
GEOGRID QTY:
AutoCAD SHX Text
REINFORCED TRAVELED WAY
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%%UPLAN VIEW
AutoCAD SHX Text L
AutoCAD SHX Text C
AutoCAD SHX Text
50 FT. MIN.
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10 FT.
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TURNOUT WIDENING
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25 FT.
AutoCAD SHX Text
25 FT.
AutoCAD SHX Text 83Z
AutoCAD SHX Text
AutoCAD SHX Text
LOCATION:
AutoCAD SHX Text
ROAD NO.
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OBJ ID
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| Sheets and Views |
| Barillas_Peak_Roads_Reconst_5_19_26_draft-1_CoverSheet |
| Barillas_Peak_Roads_Reconst_5_19_26_draft-2_VicinityMap |
| Barillas_Peak_Roads_Reconst_5_19_26_draft-3_GeneralNotes |
| Barillas_Peak_Roads_Reconst_5_19_26_draft-4_TypicalSection |
| Barillas_Peak_Roads_Reconst_5_19_26_draft-5_DrainDip |
| Barillas_Peak_Roads_Reconst_5_19_26_draft-6_Culvert |
| Barillas_Peak_Roads_Reconst_5_19_26_draft-7_Gate |
| Barillas_Peak_Roads_Reconst_5_19_26_draft-8_Clearing |
| Barillas_Peak_Roads_Reconst_5_19_26_draft-9_ReinforcedTraveledWay |
File details come from the government source that posted it. Updated .