EncinoVista_DrawingSet_7-16-25.pdf

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Encino Vista Road Maintenance
Solicitation number
127EAX25R0020
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This is a detailed set of engineering drawings for the Encino Vista Road Maintenance project in the Santa Fe National Forest, Coyote Ranger District, located in Rio Arriba County, New Mexico. The project involves road maintenance and improvements on multiple National Forest System Roads (NFSR), including roads 103, 103E, 103F, 461, 461E, 461F, 461G, 461H, and 461J. Specific roadway improvements include drain dip installations, road widening, and culvert replacements.

Key technical details include road reconditioning for native and aggregate-surfaced roads, with typical section details showing road width, slope, and grading specifications. The project includes 33 drain dip locations across various road segments, road widening at multiple points with varying current and required widths, and culvert replacements using 36-inch diameter round corrugated metal pipes. The engineering drawings are dated 07/16/2025 and provide comprehensive construction notes, detailed plan and profile views, and specific guidance for road maintenance activities in the Southwestern Region of the U.S. Forest Service.

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EncinoVista_FSSS.docx DOCX document
EncinoVista_SOW_Draft_7-16-25.docx DOCX document
EncinoVista_SOI.xlsx XLSX spreadsheet

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Text version

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS TO NFSR 103 FROM SANTA FE NATIONAL FOREST SUPERVISOR'S OFFICE:

SHEET OF

United States Department of Agriculture Forest Service

ENCINO VISTA ROAD MAINTENANCE

TURN RIGHT ONTO NM-14 FOR 0.2 MI. TURN RIGHT ONTO NM-599 FOR 13.5 MILES. CONTINUE STRAIGHT ONTO US-84 FOR 22.6 MILES. TURN LEFT TO STAY ON US-84 FOR 0.8 MILES. TURN RIGHT TO STAY ON US-84 FOR 0.2 MILES. TURN LEFT TO STAY ON US-84 FOR 29.1 MILES. TURN

LEFT ONTO NM-96 FOR 25.8 MILES UNTIL REACHING NFSR 103 ON THE LEFT.

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

SANTA FE NATIONAL FOREST

COYOTE RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVER SHEET 07/16/2025

G-02 PROJECT MAP 07/16/2025

G-03 BASE ITEMS MAP 07/16/2025

G-04 SYMBOLS AND GENERAL NOTES 07/16/2025

C-01 TYPICAL SECTION DETAIL 07/16/2025

C-02 DRAIN DIP DETAIL 07/16/2025

C-03 DRAIN DIP LOCATIONS 07/16/2025

C-04 ROAD WIDENING DETAIL 07/16/2025

C-05 CULVERT REPLACEMENT DETAIL 07/16/2025

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United States Department of Agriculture Forest Service

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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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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

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1. THE CONTRACTING OFFICER AS REFERENCED HEREIN REFERS TO THE GOVERNMENT CONTRACTING OFFICER THE CONTRACTING OFFICER AS REFERENCED HEREIN REFERS TO THE GOVERNMENT CONTRACTING OFFICER OVERSEEING THE CONTRACT. 2. 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. 3. STANDARD DETAILS SHALL APPLY TO ALL PROJECT ACTIVITIES EXCEPT WHERE SPECIFIC SITE CONDITIONS STANDARD DETAILS SHALL APPLY TO ALL PROJECT ACTIVITIES EXCEPT WHERE SPECIFIC SITE CONDITIONS ARE SHOWN. 4. 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. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811 BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 811 BEFORE DIGGING. 6. 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. 7. 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. 8. 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. 9. 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. 10. 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. 11. 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. 12. 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. 13. 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. 14. 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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ROAD BMP EMP LENGTH (MI)

DESIGNER

STAMPS, LOGOS, AND SEALS

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DRAWING TITLE

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TYPICAL SECTION

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C. HYATT

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BASE ITEMS

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NFSR 103E

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NFSR 103EH

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NFSR 461

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NFSR 461EBA

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AutoCAD SHX Text ROAD RECONDITIONING CONSTRUCTION NOTES: 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 D.1. ROAD RECONDITIONING LOCATIONS

AutoCAD SHX Text AGGREGATE SURFACING CONSTRUCTION NOTES: 1. ONE BASE ITEM FOR AGGREGATE SURFACING IS ALONG NFSR 103 BETWEEN MP 26.5 AND MP 27.9. ONE BASE ITEM FOR AGGREGATE SURFACING IS ALONG NFSR 103 BETWEEN MP 26.5 AND MP 27.9. 2. ONE OPTION ITEM FOR AGGREGATE SURFACING IS ALONG NFSR 103 BETWEEN MP 25.9 AND MP 26.5. ONE OPTION ITEM FOR AGGREGATE SURFACING IS ALONG NFSR 103 BETWEEN MP 25.9 AND MP 26.5. 3. AGGREGATE SURFACING SHALL COVER THE FOURTEEN (14) FEET OF ROAD WIDTH. AGGREGATE SURFACING SHALL COVER THE FOURTEEN (14) FEET OF ROAD WIDTH. 4. AGGREGATE SURFACING SHALL BE PERFORMED IN ONE (1) LIFT. AGGREGATE SURFACING SHALL BE PERFORMED IN ONE (1) LIFT. 5. AGGREGATE SURFACING LIFTS SHALL BE NO GREATER THAN FOUR (4) INCHES IN HEIGHT. AGGREGATE SURFACING LIFTS SHALL BE NO GREATER THAN FOUR (4) INCHES IN HEIGHT. 6. AGGREGATE SURFACING LIFTS SHALL BE COMPACTED ACCORDING TO FSSS 301.05, COMPACTION B.AGGREGATE SURFACING LIFTS SHALL BE COMPACTED ACCORDING TO FSSS 301.05, COMPACTION B.

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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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CROWNED:

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INSLOPED:

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TYPICAL SECTIONS FOR AGGREGATE-SURFACED ROADS

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United States Department of Agriculture Forest Service

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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 1. DRAIN DIPS SHALL BE CONSTRUCTED USING NATIVE IN SITU DRAIN DIPS SHALL BE CONSTRUCTED USING NATIVE IN SITU MATERIAL 2. LOCATIONS OF DRAIN DIPS WILL BE STAKED AND/OR LOCATIONS OF DRAIN DIPS WILL BE STAKED AND/OR FLAGGED ON SITE BY THE CONTRACTING OFFICER'S REPRESENTATIVE (COR). 3. DRAIN DIPS SHALL BE COMPACTED ACCORDING TO FSSS DRAIN DIPS SHALL BE COMPACTED ACCORDING TO FSSS 204.11, PLACEMENT METHOD 2.

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NO. ROAD MP

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NFSR 461J

AutoCAD SHX Text 0.0

AutoCAD SHX Text

AutoCAD SHX Text

NFSR 461J

AutoCAD SHX Text 0.1

AutoCAD SHX Text

AutoCAD SHX Text

NFSR 461J

AutoCAD SHX Text 0.2

AutoCAD SHX Text

AutoCAD SHX Text

NFSR 461J

AutoCAD SHX Text 0.3

AutoCAD SHX Text

AutoCAD SHX Text

NFSR 461J

AutoCAD SHX Text 0.4

AutoCAD SHX Text

AutoCAD SHX Text

NFSR 461J

AutoCAD SHX Text 0.5

AutoCAD SHX Text

AutoCAD SHX Text

NFSR 461J

AutoCAD SHX Text 0.6

AutoCAD SHX Text

AutoCAD SHX Text

NFSR 461J

AutoCAD SHX Text 0.7

AutoCAD SHX Text

TABLE D.2. DRAIN DIP LOCATIONS

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

NO. ROAD BMP EMP LENGTH (MI) CURRENT

WIDTH (FT)

REQUIRED

ADDITIONAL

WIDTH (FT)

QUANTITY

PER LINEAR

FOOT (CF)

TOTAL

QUANTITY

(CY)

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

7/1 6/2

5 0 9:

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SOUTHWESTERN REGION

ENCINO VISTA

ROAD

MAINTENANCE

SANTA FE NATIONAL

FOREST

COYOTE RANGER DISTRICT

ROAD WIDENING DETAIL

07/16/2025

C. HYATT

C. HYATT

L. ARCHULETA

C-04 08 09

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 1. ROAD WIDENING SHALL ONLY OCCUR ALONG THE CUT SLOPE. ROAD WIDENING SHALL ONLY OCCUR ALONG THE CUT SLOPE. 2. SECTIONS OF TAPER AT LEAST ONE HUNDRED (100) FEET IN LENGTH SHALL BE INCLUDED 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. 3. WIDENED ROADS SHALL BE COMPACTED ACCORDING TO FSSS SECTION 204.11, PLACEMENT WIDENED ROADS SHALL BE COMPACTED ACCORDING TO FSSS SECTION 204.11, PLACEMENT METHOD 2.

AutoCAD SHX Text

BASE ITEMS

AutoCAD SHX Text

AutoCAD SHX Text

NFSR 461

AutoCAD SHX Text 2.5

AutoCAD SHX Text 4.3

AutoCAD SHX Text 1.8

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NFSR 461EBA

AutoCAD SHX Text 0.0

AutoCAD SHX Text 0.1

AutoCAD SHX Text 0.1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1.3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NFSR 461F

AutoCAD SHX Text 0.0

AutoCAD SHX Text 1.0

AutoCAD SHX Text 1.0

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.9

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NFSR 461G

AutoCAD SHX Text 0.0

AutoCAD SHX Text 0.4

AutoCAD SHX Text 0.4

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.6

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NFSR 461H

AutoCAD SHX Text 0.2

AutoCAD SHX Text 0.4

AutoCAD SHX Text 0.2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.6

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NFSR 461H

AutoCAD SHX Text 1.5

AutoCAD SHX Text 2.0

AutoCAD SHX Text 0.5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.3

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

NFSR 461J

AutoCAD SHX Text 0.0

AutoCAD SHX Text 0.8

AutoCAD SHX Text 0.8

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 0.7

AutoCAD SHX Text

AutoCAD SHX Text

TABLE D.3. ROAD WIDENING LOCATIONS

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

AutoCAD SHX Text

TAPER SECTION

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

7/1 6/2

5 0 9:

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SOUTHWESTERN REGION

ENCINO VISTA

ROAD

MAINTENANCE

SANTA FE NATIONAL

FOREST

COYOTE RANGER DISTRICT

CULVERT REPLACEMENT

DETAIL

07/16/2025

C. HYATT

C. HYATT

L. ARCHULETA

C-05 09 09

AutoCAD SHX Text

PROFILE VIEW

AutoCAD SHX Text

36" DIAMETER ROUND CMP

AutoCAD SHX Text

*DRAWING NOT TO SCALE

AutoCAD SHX Text

FINISH ROAD GRADE

AutoCAD SHX Text CULVERT INSTALLATION CONSTRUCTION NOTES: 1. THE CULVERT SHALL BE REPLACED AT MP 10.9 OF NFSR 103. THE CULVERT SHALL BE REPLACED AT MP 10.9 OF NFSR 103. 2. THE CULVERT SHALL BE ROUND WITH A DIAMETER OF THIRTY-SIX (36) THE CULVERT SHALL BE ROUND WITH A DIAMETER OF THIRTY-SIX (36) INCHES. 3. THE LENGTH OF THE CULVERT SHALL BE THIRTY (30) FEET. THE LENGTH OF THE CULVERT SHALL BE THIRTY (30) FEET. 4. THE NEW CULVERT PIPE SHALL BE SUPPLIED BY THE CONTRACTOR. THE NEW CULVERT PIPE SHALL BE SUPPLIED BY THE CONTRACTOR. 5. THE NEW CULVERT PIPE SHALL BE MADE OF METALLIC-COATED THE NEW CULVERT PIPE SHALL BE MADE OF METALLIC-COATED CORRUGATED STEEL. 6. BEDDING MATERIAL SHALL ADHERE TO FSSS SECTION 704.02. BEDDING MATERIAL SHALL ADHERE TO FSSS SECTION 704.02. 7. BEDDING MATERIAL SHALL NOT BE COMPACTED. BEDDING MATERIAL SHALL NOT BE COMPACTED. 8. BACKFILL SHALL BE COMPACTED ACCORDING TO COMPACTION METHOD BACKFILL SHALL BE COMPACTED ACCORDING TO COMPACTION METHOD 2. 9. BACKFILL SHALL BE COMPLETED USING NATIVE MATERIAL FROM NEARBY BACKFILL SHALL BE COMPLETED USING NATIVE MATERIAL FROM NEARBY ROAD WIDENING. 10. IF NATIVE MATERIAL FROM NEARBY ROAD WIDENING ACTIVITIES IS IF NATIVE MATERIAL FROM NEARBY ROAD WIDENING ACTIVITIES IS INSUFFICIENT FOR BACKFILL, BACKFILL MATERIAL SHALL BE IMPORTED. 11. EXCAVATION AND THE CULVERT FOUNDATION SHALL BE APPROVED IN 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.

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

Sheets and Views
Resumidero_DrawingSet-CoverSheet
Resumidero_DrawingSet-MapProject
Resumidero_DrawingSet-MapBase
Resumidero_DrawingSet-SymbolsGeneralNotes
Resumidero_DrawingSet-TypicalSection
Resumidero_DrawingSet-DrainDip1
Resumidero_DrawingSet-DrainDip2
Resumidero_DrawingSet-RoadWidening
Resumidero_DrawingSet-CulvertInstallation

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