Attachment B_DrawingSet_05.20.26_127EAX26Q0102 RTLSA.pdf

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Opportunity Available to NM FERM BPA Zone 1 Contractors ONLY with the USDA Forest Service
Solicitation number
127EAX26Q0102
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This document is a set of construction drawings and specifications for road maintenance work on National Forest System Roads (NFSR) administered by the Carson National Forest, Tres Piedras Ranger District, located in Rio Arriba County, New Mexico under the U.S. Department of Agriculture Forest Service, R3 Southwestern Region.

The project, titled "RTLSA Road Maintenance," encompasses multiple work locations across NFSR 421, NFSR 795, and various associated forest roads. The scope of work includes road reconditioning along 24 road segments totaling approximately 41.89 miles, with specific work tasks detailed across nine construction detail sheets. Work activities include: typical section detailing for native-surfaced and aggregate-surfaced roads; construction of 68 drain dips using native in-situ material; installation of 18 armored fords with riprap protection; road widening at five locations totaling approximately 60 cubic yards; construction of nine catch basins with riprap armoring; removal of 22 culverts and installation of 26 replacement culverts (ranging from 18 to 48 inches in diameter, 30 feet in length); and removal and installation of cattleguards at specified locations. All materials, labor, equipment, supervision, signage, and transportation are the contractor's responsibility. Standard construction notes establish requirements for calling 811 before digging, conformance to Carson National Forest Fire Plan, equipment maintenance within existing road prisms, archaeological resource protection, water body protections, vegetation impact restrictions, dust control measures, and work hour limitations (30 minutes after dawn to 30 minutes before dusk, Monday-Friday). All construction activities must be reviewed and approved by the Contracting Officer's Representative prior to commencement.

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FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS TO NFSR 421 FROM CARSON NATIONAL FOREST SUPERVISOR'S OFFICE:

SHEET OF

United States Department of Agriculture Forest Service

RTLSA ROAD MAINTENANCE

HEAD WEST ON CRUZ ALTA ROAD FOR 0.2 MILES. TURN RIGHT ONTO NM-68 FOR 1.3 MILES.

CONTINUE STRAIGHT ONTO US-64 FOR 4.1 MILES. TURN LEFT TO STAY ON US-64 FOR 38.7

MILES UNTIL REACHING NFSR 421 ON THE RIGHT.

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

RO FACILITIES PROGRAM MANAGER DATE

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NEW MEXICO

RIO ARRIBA COUNTY

R3 SOUTHWESTERN REGION

CARSON NATIONAL FOREST

TRES PIEDRAS RANGER DISTRICT

INDEX OF SHEETS

SHEET TITLE

G-01 COVER SHEET

G-02 SYMBOLS AND GENERAL NOTES

C-01 TYPICAL SECTION DETAIL

C-02 DRAIN DIP DETAIL

C-03 DRAIN DIP WORK LOCATIONS

C-04 ARMORED FORD DETAIL

C-05 ROAD WIDENING DETAIL

C-06 CATCH BASIN DETAIL

C-07 CULVERT INSTALLATION DETAIL

C-08 CULVERT WORK LOCATIONS

C-09 CATTLEGUARD INSTALLATION DETAIL

TRAVEL DIRECTIONS TO NFSR 795 FROM CARSON NATIONAL FOREST SUPERVISOR'S OFFICE:

HEAD WEST ON CRUZ ALTA ROAD FOR 0.2 MILES. TURN RIGHT ONTO NM-68 FOR 1.3 MILES.

CONTINUE STRAIGHT ONTO US-64 FOR 4.1 MILES. TURN LEFT TO STAY ON US-64 FOR 43.4

MILES UNTIL REACHING NFSR 795 ON THE RIGHT.

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

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RTLSA ROAD

MAINTENANCE

CARSON NATIONAL

FOREST

TRES PIEDRAS RANGER DISTRICT

SYMBOLS AND GENERAL

NOTES

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SYMBOLS

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EXISTING SECTION

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WIDENED SECTION

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STREAM

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WIDENED CUT OR FILL SLOPE

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EXISTING CUT OR FILL SLOPE

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NEW GRADE

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CORRUGATED METAL PIPE

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CULVERT BEDDING

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EARTH

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GENERAL NOTES

AutoCAD SHX Text G-01. THE CONTRACTING OFFICER AS REFERENCED HEREIN REFERS TO THE GOVERNMENT CONTRACTING THE CONTRACTING OFFICER AS REFERENCED HEREIN REFERS TO THE GOVERNMENT CONTRACTING OFFICER OVERSEEING THE CONTRACT. G-02. THE CONTRACTOR AS REFERENCED HEREIN REFERS TO THE COMPANY OR PERSON PERFORMING ALL 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 EXCEPT WHERE SPECIFIC SITE STANDARD DETAILS SHALL APPLY TO ALL PROJECT ACTIVITIES EXCEPT WHERE SPECIFIC SITE CONDITIONS ARE SHOWN. G-04. CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, SUPERVISION, SIGNING, TRANSPORTATION, AND CONTRACTOR SHALL FURNISH ALL LABOR, EQUIPMENT, SUPERVISION, SIGNING, TRANSPORTATION, AND SUPPLIES NECESSARY TO PERFORM ALL PROJECT ACTIVITIES. NECESSARY TO PERFORM ALL PROJECT ACTIVITIES. G-05. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811 BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811 BEFORE DIGGING. G-06. CONTRACTOR SHALL CONFORM TO THE PROVIDED CARSON NATIONAL FOREST FIRE PLAN AT ALL CONTRACTOR SHALL CONFORM TO THE PROVIDED CARSON NATIONAL FOREST FIRE PLAN AT ALL FIRE PLAN AT ALL TIMES. G-07. CONTRACTOR SHALL KEEP ALL EQUIPMENT WITHIN THE EXISTING ROAD PRISM IN ALL AVOIDANCE CONTRACTOR SHALL KEEP ALL EQUIPMENT WITHIN THE EXISTING ROAD PRISM IN ALL AVOIDANCE AREAS. G-08. AVOIDANCE AREAS WILL BE MARKED WITH WHITE FLAGGING BY FOREST SERVICE PERSONNEL. AVOIDANCE AREAS WILL BE MARKED WITH WHITE FLAGGING BY FOREST SERVICE PERSONNEL. G-09. IN THE EVENT OF INADVERTENT DISCOVERY OF POSSIBLE ARCHAEOLOGICAL RESOURCES, CONTRACTOR 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-10. CONTRACTOR SHALL NOT PERFORM WORK IN OR DISCARD MATERIAL INTO WATER BODIES UNLESS CONTRACTOR SHALL NOT PERFORM WORK IN OR DISCARD MATERIAL INTO WATER BODIES UNLESS APPROVED IN WRITING BY THE CONTRACTING OFFICER. G-11. CONTRACTOR SHALL NOT IMPACT TREES OR SHRUBS WITHOUT PRIOR WRITTEN APPROVAL OF THE CONTRACTOR SHALL NOT IMPACT TREES OR SHRUBS WITHOUT PRIOR WRITTEN APPROVAL OF THE CONTRACTING OFFICER OR AS INDICATED IN THE CONTRACT. G-12. 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-13. ALL VEHICLES SHALL BE CLEAN AND FREE OF WEEDS AND OTHER HARMFUL MATERIALS. ALL VEHICLES SHALL BE CLEAN AND FREE OF WEEDS AND OTHER HARMFUL MATERIALS. G-14. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE HOURS OF THIRTY (30) MINUTES AFTER DAWN TO 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 HOURS ARE APPROVED IN WRITING BY THE CONTRACTING OFFICER. G-15. CONSTRUCTION ACTIVITY SHALL NOT OCCUR ON FEDERAL HOLIDAYS UNLESS OTHERWISE APPROVED IN CONSTRUCTION ACTIVITY SHALL NOT OCCUR ON FEDERAL HOLIDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE CONTRACTING OFFICER. G-16. ALL CHANGES TO PROJECT ACTIVITIES SHALL BE REVIEWED AND APPROVED BEFOREHAND BY THE ALL CHANGES TO PROJECT ACTIVITIES SHALL BE REVIEWED AND APPROVED BEFOREHAND BY THE CONTRACTING OFFICER.

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EXISTING GROUND

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RIPRAP

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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

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SOUTHWESTERN REGION

RTLSA ROAD

MAINTENANCE

CARSON NATIONAL

FOREST

TRES PIEDRAS RANGER DISTRICT

TYPICAL SECTION

DETAIL

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ROAD

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BMP

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EMP

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LENGTH (MI)

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NFSR 82

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NFSR 133

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NFSR 133

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NFSR 167

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NFSR 167AC

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NFSR 421

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NFSR 421G

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NFSR 421GA

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NFSR 576

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NFSR 576C

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NFSR 755

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NFSR 756

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NFSR 795

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NFSR 798AA

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AutoCAD SHX Text ROAD RECONDITIONING CONSTRUCTION NOTES: C-01-1. THE ROADWAY SURFACE SHALL BE CROWNED AS A RESULT OF ROAD RECONDITIONING THE ROADWAY SURFACE SHALL BE CROWNED AS A RESULT OF ROAD RECONDITIONING UNLESS OTHERWISE SPECIFIED AND STAKED AND/OR FLAGGED ACCORDINGLY ON SITE BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR).

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TABLE C-01-1. ROAD RECONDITIONING LOCATIONS

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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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CUT SLOPE

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OUTSLOPED:

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CROWNED:

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INSLOPED:

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TYPICAL SECTIONS FOR AGGREGATE-SURFACED ROADS

AutoCAD SHX Text AGGREGATE SURFACING CONSTRUCTION NOTES: C-01-2. ONE BASE ITEM FOR AGGREGATE SURFACING IS ALONG NFSR 421 BETWEEN MP 0.00 AND MP 3.67. ONE BASE ITEM FOR AGGREGATE SURFACING IS ALONG NFSR 421 BETWEEN MP 0.00 AND MP 3.67. C-01-3. ONE OPTION ITEM FOR AGGREGATE SURFACING IS ALONG NFSR 421 BETWEEN MP 3.67 AND MP 4.38. ONE OPTION ITEM FOR AGGREGATE SURFACING IS ALONG NFSR 421 BETWEEN MP 3.67 AND MP 4.38. C-01-4. TWO OPTION ITEMS FOR AGGREGATE SURFACING ARE ALONG NFSR 133 BETWEEN MP 0.00 AND MP 2.47. TWO OPTION ITEMS FOR AGGREGATE SURFACING ARE ALONG NFSR 133 BETWEEN MP 0.00 AND MP 2.47. C-01-5. AGGREGATE SHALL BE OF GRADATION R3-G ACCORDING TO SPS 703 TABLE 703-1. AGGREGATE SHALL BE OF GRADATION R3-G ACCORDING TO SPS 703 TABLE 703-1. C-01-6. AGGREGATE SURFACING SHALL BE PERFORMED IN ONE (1) LIFT. AGGREGATE SURFACING SHALL BE PERFORMED IN ONE (1) LIFT. C-01-7. COMPACTED AGGREGATE SURFACING SHALL BE FOUR (4) INCHES IN HEIGHT. COMPACTED AGGREGATE SURFACING SHALL BE FOUR (4) INCHES IN HEIGHT. C-01-8. AGGREGATE SURFACING LIFTS SHALL BE COMPACTED ACCORDING TO FSSS 301.05 COMPACTION C.AGGREGATE SURFACING LIFTS SHALL BE COMPACTED ACCORDING TO FSSS 301.05 COMPACTION C.

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4" COMPACTED

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STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

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DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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SOUTHWESTERN REGION

RTLSA ROAD

MAINTENANCE

CARSON NATIONAL

FOREST

TRES PIEDRAS RANGER DISTRICT

DRAIN DIP DETAIL

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C. HYATT

C. HYATT

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PLAN VIEW

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TYPICAL SECTION

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PLAN VIEW (SKEWED)

AutoCAD SHX Text DRAIN DIP CONSTRUCTION NOTES C-02-1. DRAIN DIPS SHALL BE CONSTRUCTED USING NATIVE DRAIN DIPS SHALL BE CONSTRUCTED USING NATIVE IN SITU MATERIAL. C-02-2. LOCATIONS OF DRAIN DIPS WILL BE STAKED LOCATIONS OF DRAIN DIPS WILL BE STAKED AND/OR FLAGGED ON SITE BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR). C-02-3. DRAIN DIPS SHALL BE COMPACTED ACCORDING TO DRAIN DIPS SHALL BE COMPACTED ACCORDING TO FSSS 204.11(e).

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DATENO.

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OFSHEET

United States Department of Agriculture Forest Service

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C. HYATT

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AutoCAD SHX Text

421GA

AutoCAD SHX Text 1.0

AutoCAD SHX Text

AutoCAD SHX Text

421GA

AutoCAD SHX Text 1.3

AutoCAD SHX Text

AutoCAD SHX Text

421GA

AutoCAD SHX Text 1.5

AutoCAD SHX Text

AutoCAD SHX Text

421GA

AutoCAD SHX Text 1.8

AutoCAD SHX Text

AutoCAD SHX Text

421GA

AutoCAD SHX Text 2.1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 5.7

AutoCAD SHX Text

TABLE C-03-1. DRAIN DIP LOCATIONS

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

MP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 5.8

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 5.9

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6.2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6.4

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 7.5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 7.6

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 7.7

AutoCAD SHX Text

AutoCAD SHX Text 576C

AutoCAD SHX Text 0.3

AutoCAD SHX Text

AutoCAD SHX Text 576D

AutoCAD SHX Text 0.1

AutoCAD SHX Text

AutoCAD SHX Text 576D

AutoCAD SHX Text 0.5

AutoCAD SHX Text

AutoCAD SHX Text 576D

AutoCAD SHX Text 0.7

AutoCAD SHX Text

AutoCAD SHX Text 576D

AutoCAD SHX Text 0.7

AutoCAD SHX Text

AutoCAD SHX Text 576D

AutoCAD SHX Text 0.8

AutoCAD SHX Text

AutoCAD SHX Text 576D

AutoCAD SHX Text 0.9

AutoCAD SHX Text

AutoCAD SHX Text 576D

AutoCAD SHX Text 1.1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.8

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.4

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.9

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2.3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2.7

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2.9

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3.2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3.4

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3.6

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 4.8

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 4.9

AutoCAD SHX Text

AutoCAD SHX Text

798AA

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text

798AA

AutoCAD SHX Text 0.3

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

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

5/2 2/2

6 0 9:

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SOUTHWESTERN REGION

RTLSA ROAD

MAINTENANCE

CARSON NATIONAL

FOREST

TRES PIEDRAS RANGER DISTRICT

ARMORED FORD DETAIL

05/20/2026

C. HYATT

C. HYATT

L. DE LA CRUZ

C-04 06 11

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

*DRAWINGS NOT TO SCALE

AutoCAD SHX Text

PLAN VIEW (SKEWED)

AutoCAD SHX Text

PROFILE VIEW

AutoCAD SHX Text

TABLE C-04-1. ARMORED FORD LOCATIONS

AutoCAD SHX Text ARMORED FORD CONSTRUCTION NOTES C-04-1. FORDS SHALL BE CONSTRUCTED USING FORDS SHALL BE CONSTRUCTED USING NATIVE IN SITU MATERIAL. C-04-2. LOCATIONS OF FORDS WILL BE STAKED LOCATIONS OF FORDS WILL BE STAKED AND/OR FLAGGED ON SITE BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR). C-04-3. FORDS SHALL BE COMPACTED ACCORDING FORDS SHALL BE COMPACTED ACCORDING TO FSSS 204.11(e). C-04-4. RIPRAP SHALL BE PLACED ALONG THE ROAD RIPRAP SHALL BE PLACED ALONG THE ROAD WITHIN EACH OF THE CONSTRUCTED FORDS FOR A LENGTH OF TWENTY (20) FEET, A WIDTH OF TWELVE (12) FEET, AND A DEPTH OF ONE (1) FOOT. C-04-5. THE TOTAL QUANTITY OF RIPRAP WITHIN THE TOTAL QUANTITY OF RIPRAP WITHIN EACH CONSTRUCTED FORD SHALL BE TEN (10) TONS. C-04-6. THE GRADATION OF RIPRAP SHALL BE OF THE GRADATION OF RIPRAP SHALL BE OF CLASS 1 ACCORDING TO FP-24 TABLE 705-1. C-04-7. RIPRAP SHALL BE MACHINE-PLACED.RIPRAP SHALL BE MACHINE-PLACED.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

MP

AutoCAD SHX Text

AutoCAD SHX Text 82A

AutoCAD SHX Text 0.8

AutoCAD SHX Text

AutoCAD SHX Text 82A

AutoCAD SHX Text 1.0

AutoCAD SHX Text

AutoCAD SHX Text 82B

AutoCAD SHX Text 0.4

AutoCAD SHX Text

AutoCAD SHX Text

167AA

AutoCAD SHX Text 0.2

AutoCAD SHX Text

AutoCAD SHX Text

167AB

AutoCAD SHX Text 0.2

AutoCAD SHX Text

AutoCAD SHX Text

167AB

AutoCAD SHX Text 0.6

AutoCAD SHX Text

AutoCAD SHX Text

167AC

AutoCAD SHX Text 0.4

AutoCAD SHX Text

AutoCAD SHX Text

167AC

AutoCAD SHX Text 0.9

AutoCAD SHX Text

AutoCAD SHX Text 421G

AutoCAD SHX Text 0.1

AutoCAD SHX Text

AutoCAD SHX Text

421GA

AutoCAD SHX Text 0.4

AutoCAD SHX Text

AutoCAD SHX Text

421GA

AutoCAD SHX Text 1.6

AutoCAD SHX Text

AutoCAD SHX Text 576C

AutoCAD SHX Text 0.4

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2.0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3.9

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 4.1

AutoCAD SHX Text

AutoCAD SHX Text

795DD

AutoCAD SHX Text 0.1

AutoCAD SHX Text

AutoCAD SHX Text

798AA

AutoCAD SHX Text 0.2

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

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

5/2 2/2

6 0 9:

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RTLSA ROAD

MAINTENANCE

CARSON NATIONAL

FOREST

TRES PIEDRAS RANGER DISTRICT

ROAD WIDENING DETAIL

05/20/2026

C. HYATT

C. HYATT

L. DE LA CRUZ

C-05 07 11

AutoCAD SHX Text

*DRAWINGS NOT TO SCALE

AutoCAD SHX Text

WIDENED SECTION

AutoCAD SHX Text

EXISTING SECTION

AutoCAD SHX Text

EXISTING FILL SLOPE

AutoCAD SHX Text

WIDENED CUT SLOPE

AutoCAD SHX Text

EXISTING CUT SLOPE

AutoCAD SHX Text

PROFILE VIEW

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

WIDENED SECTION

AutoCAD SHX Text

EXISTING SECTION

AutoCAD SHX Text ROAD WIDENING CONSTRUCTION NOTES C-05-1. ROAD WIDENING SHALL ONLY OCCUR ALONG THE CUT SLOPE. ROAD WIDENING SHALL ONLY OCCUR ALONG THE CUT SLOPE. C-05-2. SECTIONS OF TAPER AT LEAST ONE HUNDRED (100) FEET IN LENGTH SHALL SECTIONS OF TAPER AT LEAST ONE HUNDRED (100) FEET IN LENGTH SHALL BE INCLUDED ADJACENT TO AND CONNECTING AT BOTH ENDS WITH SECTIONS OF ROAD WIDENING. C-05-3. WIDENED ROADS SHALL BE COMPACTED ACCORDING TO FSSS 204.11(e).WIDENED ROADS SHALL BE COMPACTED ACCORDING TO FSSS 204.11(e).

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

BMP

AutoCAD SHX Text

EMP

AutoCAD SHX Text

LENGTH (MI)

AutoCAD SHX Text

CURRENT WIDTH (FT)

AutoCAD SHX Text

REQUIRED ADDITIONAL WIDTH (FT)

AutoCAD SHX Text

QUANTITY PER LINEAR FOOT (CF)

AutoCAD SHX Text

TOTAL QUANTITY (CY)

AutoCAD SHX Text

AutoCAD SHX Text 82B

AutoCAD SHX Text 0.00

AutoCAD SHX Text 0.73

AutoCAD SHX Text 0.73

AutoCAD SHX Text 9.5

AutoCAD SHX Text 2.5

AutoCAD SHX Text 0.7

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 167A

AutoCAD SHX Text 1.20

AutoCAD SHX Text 2.01

AutoCAD SHX Text 0.81

AutoCAD SHX Text 9.5

AutoCAD SHX Text 2.5

AutoCAD SHX Text 1.0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

167AB

AutoCAD SHX Text 0.00

AutoCAD SHX Text 0.13

AutoCAD SHX Text 0.13

AutoCAD SHX Text 9.0

AutoCAD SHX Text 3.0

AutoCAD SHX Text 1.8

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 421G

AutoCAD SHX Text 0.00

AutoCAD SHX Text 0.94

AutoCAD SHX Text 0.94

AutoCAD SHX Text 9.0

AutoCAD SHX Text 3.0

AutoCAD SHX Text 0.9

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 576D

AutoCAD SHX Text 0.34

AutoCAD SHX Text 0.50

AutoCAD SHX Text 0.16

AutoCAD SHX Text 8.5

AutoCAD SHX Text 3.5

AutoCAD SHX Text 1.9

AutoCAD SHX Text

AutoCAD SHX Text

TABLE C-05-1. ROAD WIDENING LOCATIONS

AutoCAD SHX Text

TAPER SECTION

AutoCAD SHX Text CURVE WIDENING CONSTRUCTION NOTES C-05-4. CURVE WIDENING SHALL ONLY OCCUR ALONG THE CUT SLOPE. CURVE WIDENING SHALL ONLY OCCUR ALONG THE CUT SLOPE. C-05-5. SECTIONS OF TAPER AT LEAST FIFTY (50) FEET IN LENGTH SHALL BE INCLUDED SECTIONS OF TAPER AT LEAST FIFTY (50) FEET IN LENGTH SHALL BE INCLUDED ADJACENT TO AND CONNECTING AT BOTH ENDS WITH SECTIONS OF CURVE WIDENING. C-05-6. WIDENED CURVES SHALL BE COMPACTED ACCORDING TO FSSS 204.11(e).WIDENED CURVES SHALL BE COMPACTED ACCORDING TO FSSS 204.11(e).

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

MP

AutoCAD SHX Text

LENGTH (FT)

AutoCAD SHX Text

CURRENT WIDTH (FT)

AutoCAD SHX Text

REQUIRED ADDITIONAL WIDTH (FT)

AutoCAD SHX Text

QUANTITY PER LINEAR FOOT (CF)

AutoCAD SHX Text

TOTAL QUANTITY (CY)

AutoCAD SHX Text

AutoCAD SHX Text 82A

AutoCAD SHX Text 0.8

AutoCAD SHX Text

AutoCAD SHX Text 11.0

AutoCAD SHX Text 4.5

AutoCAD SHX Text 2.6

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 82A

AutoCAD SHX Text 1.0

AutoCAD SHX Text

AutoCAD SHX Text 11.0

AutoCAD SHX Text 3.5

AutoCAD SHX Text 1.6

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

167AB

AutoCAD SHX Text 0.5

AutoCAD SHX Text

AutoCAD SHX Text 11.0

AutoCAD SHX Text 3.0

AutoCAD SHX Text 1.4

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

167AB

AutoCAD SHX Text 0.8

AutoCAD SHX Text

AutoCAD SHX Text 10.5

AutoCAD SHX Text 3.5

AutoCAD SHX Text 2.2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

167AC

AutoCAD SHX Text 0.4

AutoCAD SHX Text

AutoCAD SHX Text 11.5

AutoCAD SHX Text 3.5

AutoCAD SHX Text 2.1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

167AC

AutoCAD SHX Text 0.9

AutoCAD SHX Text

AutoCAD SHX Text 10.0

AutoCAD SHX Text 3.0

AutoCAD SHX Text 1.2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

421GA

AutoCAD SHX Text 0.4

AutoCAD SHX Text

AutoCAD SHX Text 11.0

AutoCAD SHX Text 3.0

AutoCAD SHX Text 0.9

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

421GA

AutoCAD SHX Text 1.6

AutoCAD SHX Text

AutoCAD SHX Text 10.0

AutoCAD SHX Text 3.5

AutoCAD SHX Text 1.6

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.8

AutoCAD SHX Text

AutoCAD SHX Text 12.0

AutoCAD SHX Text 3.5

AutoCAD SHX Text 1.9

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2.0

AutoCAD SHX Text

AutoCAD SHX Text 12.5

AutoCAD SHX Text 3.5

AutoCAD SHX Text 2.8

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3.7

AutoCAD SHX Text

AutoCAD SHX Text 10.5

AutoCAD SHX Text 5.5

AutoCAD SHX Text 3.8

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3.9

AutoCAD SHX Text

AutoCAD SHX Text 10.5

AutoCAD SHX Text 4.5

AutoCAD SHX Text 2.6

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 4.2

AutoCAD SHX Text

AutoCAD SHX Text 12.0

AutoCAD SHX Text 4.5

AutoCAD SHX Text 1.8

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

795BB

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text 10.0

AutoCAD SHX Text 9.0

AutoCAD SHX Text 23.5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

798AA

AutoCAD SHX Text 0.2

AutoCAD SHX Text

AutoCAD SHX Text 10.5

AutoCAD SHX Text 4.0

AutoCAD SHX Text 2.5

AutoCAD SHX Text

AutoCAD SHX Text

TABLE C-05-2. CURVE WIDENING LOCATIONS

AutoCAD SHX Text

* QUANTITIES SHOWN (PER LINEAR FOOT AND TOTAL) ARE ESTIMATES FOR QUANTITIES SHOWN (PER LINEAR FOOT AND TOTAL) ARE ESTIMATES FOR EXCAVATION ONLY AND ARE SUBJECT TO CHANGES IN SITE CONDITIONS

AutoCAD SHX Text

* QUANTITIES SHOWN (PER LINEAR FOOT AND TOTAL) ARE ESTIMATES FOR EXCAVATION ONLY AND QUANTITIES SHOWN (PER LINEAR FOOT AND TOTAL) ARE ESTIMATES FOR EXCAVATION ONLY AND ARE SUBJECT TO CHANGES IN SITE CONDITIONS

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

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

5/2 2/2

6 0 9:

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SOUTHWESTERN REGION

RTLSA ROAD

MAINTENANCE

CARSON NATIONAL

FOREST

TRES PIEDRAS RANGER DISTRICT

CATCH BASIN DETAIL

05/20/2026

C. HYATT

C. HYATT

L. DE LA CRUZ

C-06 08 11

AutoCAD SHX Text

FINISH ROAD GRADE

AutoCAD SHX Text CATCH BASIN CONSTRUCTION NOTES: C-06-1. ANY ADJACENT HEADWALLS SHALL BE REMOVED BEFORE ANY ADJACENT HEADWALLS SHALL BE REMOVED BEFORE BEGINNING CATCH BASIN CONSTRUCTION. C-06-2. CATCH BASIN CONSTRUCTION SHALL NOT RESULT IN CHANGES IN CATCH BASIN CONSTRUCTION SHALL NOT RESULT IN CHANGES IN THE WIDTH OF THE NATURAL STREAM CHANNEL OR IN THE ELEVATION OF THE STREAMBED. C-06-3. THE ELEVATION OF THE BOTTOM OF THE CATCH BASIN SHALL THE ELEVATION OF THE BOTTOM OF THE CATCH BASIN SHALL MATCH THE ELEVATION OF THE BOTTOM OF THE OPENING OF THE ADJACENT CORRUGATED METAL PIPE. C-06-4. CATCH BASINS AND ADJACENT EMBANKMENTS SHALL BE ARMORED CATCH BASINS AND ADJACENT EMBANKMENTS SHALL BE ARMORED WITH RIPRAP. C-06-5. THE GRADATION OF RIPRAP SHALL BE OF CLASS 1 ACCORDING TO THE GRADATION OF RIPRAP SHALL BE OF CLASS 1 ACCORDING TO FP-24 TABLE 705-1. C-06-6. RIPRAP SHALL BE MACHINE-PLACED.RIPRAP SHALL BE MACHINE-PLACED.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

MILEPOST

AutoCAD SHX Text

RIPRAP QUANTITY (TONS)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.4

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2.1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.8

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2.4

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2.5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2.7

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 3.7

AutoCAD SHX Text

AutoCAD SHX Text

TABLE C-06-1. CATCH BASIN LOCATIONS

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

PROFILE VIEW

AutoCAD SHX Text

CROSS-SECTION VIEW

AutoCAD SHX Text

DIAMETER VARIES

AutoCAD SHX Text

NATURAL STREAMBED

AutoCAD SHX Text

RIPRAP FOR ARMORING

AutoCAD SHX Text

FINISH ROAD GRADE

AutoCAD SHX Text

NATURAL STREAMBED

AutoCAD SHX Text

CMP

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text V

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text M

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text A

AutoCAD SHX Text G

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text U

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text U

AutoCAD SHX Text R

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

5/2 2/2

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SOUTHWESTERN REGION

RTLSA ROAD

MAINTENANCE

CARSON NATIONAL

FOREST

TRES PIEDRAS RANGER DISTRICT

CULVERT REPLACEMENT

DETAIL

05/20/2026

C. HYATT

C. HYATT

L. DE LA CRUZ

C-07 09 11

AutoCAD SHX Text

PROFILE VIEW

AutoCAD SHX Text

DIAMETER VARIES

AutoCAD SHX Text

*DRAWING NOT TO SCALE

AutoCAD SHX Text

FINISH ROAD GRADE

AutoCAD SHX Text CULVERT INSTALLATION CONSTRUCTION NOTES: C-07-1. NEW CULVERT PIPES SHALL BE SUPPLIED BY THE CONTRACTOR. NEW CULVERT PIPES SHALL BE SUPPLIED BY THE CONTRACTOR. C-07-2. NEW CULVERT PIPES SHALL BE MADE OF 16-GAUGE GALVANIZED NEW CULVERT PIPES SHALL BE MADE OF 16-GAUGE GALVANIZED CORRUGATED STEEL. C-07-3. NEW CULVERT PIPES SHALL BE TILTED DOWN TOWARD THE NEW CULVERT PIPES SHALL BE TILTED DOWN TOWARD THE CULVERT OUTLET AT A MINIMUM GRADIENT OF FOUR (4) PERCENT. C-07-4. BEDDING MATERIAL SHALL ADHERE TO FP-24 704.01. BEDDING MATERIAL SHALL ADHERE TO FP-24 704.01. C-07-5. BEDDING MATERIAL SHALL NOT BE COMPACTED. BEDDING MATERIAL SHALL NOT BE COMPACTED. C-07-6. BACKFILL SHALL BE COMPACTED ACCORDING TO FSSS 204.11(d). BACKFILL SHALL BE COMPACTED ACCORDING TO FSSS 204.11(d). C-07-7. BACKFILL SHALL BE COMPLETED USING MATERIAL FROM BACKFILL SHALL BE COMPLETED USING MATERIAL FROM PRE-IDENTIFIED BORROW SOURCES. C-07-8. IF MATERIAL FROM PRE-IDENTIFIED BORROW SOURCES IS NOT IF MATERIAL FROM PRE-IDENTIFIED BORROW SOURCES IS NOT SUFFICIENT FOR BACKFILL, BACKFILL MATERIAL SHALL BE IMPORTED. C-07-9. EXCAVATION AND THE CULVERT FOUNDATION SHALL BE APPROVED 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.

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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

5/2 2/2

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SOUTHWESTERN REGION

RTLSA ROAD

MAINTENANCE

CARSON NATIONAL

FOREST

TRES PIEDRAS RANGER DISTRICT

CULVERT WORK

LOCATIONS

05/20/2026

C. HYATT

C. HYATT

L. DE LA CRUZ

C-08 10 11

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NO.

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ROAD

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MILEPOST

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DIAMETER (IN)

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LENGTH (FT)

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TABLE C-08-3. CULVERT INSTALLATION LOCATIONS

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TABLE C-08-1. CULVERT REMOVAL LOCATIONS

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TABLE C-08-2. HEADWALL REMOVAL LOCATIONS

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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

5/2 2/2

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SOUTHWESTERN REGION

RTLSA ROAD

MAINTENANCE

CARSON NATIONAL

FOREST

TRES PIEDRAS RANGER DISTRICT

CATTLEGUARD

REPLACEMENT DETAIL

05/20/2026

C. HYATT

C. HYATT

L. DE LA CRUZ

C-09 11 11

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NO.

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TABLE C-09-2. CATTLEGUARD INSTALLATION LOCATIONS

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TABLE C-09-1. CATTLEGUARD REMOVAL LOCATIONS

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PLAN VIEW

AutoCAD SHX Text CATTLEGUARD INSTALLATION CONSTRUCTION NOTES: C-09-1. CATTLEGUARDS SHALL ADHERE TO FP-24/FSSS 619.08 AND SPS 619. CATTLEGUARDS SHALL ADHERE TO FP-24/FSSS 619.08 AND SPS 619. C-09-2. ONE (1) ADDITIONAL CATTLEGUARD REMOVAL SHALL BE COMPLETED ALONG NFSR 559 ONE (1) ADDITIONAL CATTLEGUARD REMOVAL SHALL BE COMPLETED ALONG NFSR 559 AT THE COORDINATES 36.502524, -106.281390. C-09-3. TWO (2) ADDITIONAL CATTLEGUARD INSTALLATIONS SHALL BE COMPLETED ALONG NFSR TWO (2) ADDITIONAL CATTLEGUARD INSTALLATIONS SHALL BE COMPLETED ALONG NFSR 44 AT THE COORDINATES 36.352086, -106.182472 AND ALONG NFSR 559 AT THE COORDINATES 36.502524, -106.281390. C-09-4. TWO (2) CATTLEGUARDS SHALL BE DELIVERED TO THE EL RITO ADMINISTRATIVE SITE AT TWO (2) CATTLEGUARDS SHALL BE DELIVERED TO THE EL RITO ADMINISTRATIVE SITE AT THE COORDINATES 36.346736, -106.186392. C-09-5. IF AWARDED, THREE (3) CATTLEGUARDS SHALL BE DELIVERED TO THE TAOS IF AWARDED, THREE (3) CATTLEGUARDS SHALL BE DELIVERED TO THE TAOS ADMINISTRATIVE SITE AT THE COORDINATES 36.397720, -106.554354.

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Sheets and Views
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VenadoCuerno-CatchBasin
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VenadoCuerno-Cattleguard

File details come from the government source that posted it. Updated .