6 LittleRioGrandeBridge_RepairsAndMaintenance_Plans_12-08-2023_SIGNED.pdf

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture Forest Service

LITTLE RIO GRANDE BRIDGE NFSR 439 REPAIRS AND MAINTENANCE

HEAD SOUTHWEST ON NM-68 S/PASEO DEL PUEBLO

SUR FROM TAOS, NM. TURN LEFT ON NM-518S/HIGH

ROAD TO TAOS, CONTINUE ON ROAD FOR 8.0 MILES

AND TURN LEFT ONTO NFSR 439. CONTINUE ON NFSR

439 UNTIL YOU ARRIVE AT BRIDGE.

LAT & LONG: 36.231343, -105.590698

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER DATE

DATE

DIRECTOR OF ENGINEERING DATE

FOREST SUPERVISOR DATE

REGIONAL STRUCTURAL ENGINEER DATE

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NEW MEXICO

TAOS COUNTY

(R03) SOUTHWESTERN REGION

CARSON NATIONAL FOREST

CAMINO REAL RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

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COVERSHEET

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GENERAL NOTES/SOI

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GENERAL ROADWAY CLEARING LIMITS

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APPROACH PAVEMENT

DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

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United States Department of Agriculture Forest Service

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(R03)

SOUTHWESTERN REGION

LITTLE RIO

GRANDE BRIDGE

NFSR 439

REPAIRS AND

MAINTENANCE

CARSON NATIONAL

FOREST

CAMINO REAL RANGER DISTRICT

GENERAL NOTES/SOI

12/8/23

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AutoCAD SHX Text GENERAL NOTES SPECIFICATIONS: THE WORK SHALL BE IN ACCORDANCE WITH THE STANDARD THE WORK SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES OF FEDERAL HIGHWAY PROJECTS (FP-14 - US CUSTOMARY UNITS) AS MODIFIED FOR THIS CONTRACT AND OTHER ATTACHED REFERENCES. DESIGN: TO BE DESIGNED IN ACCORDANCE WITH ALL SPECIFICATIONS/GUIDANCE TO BE DESIGNED IN ACCORDANCE WITH ALL SPECIFICATIONS/GUIDANCE INCLUDED IN THE CONTRACT PACKAGE. CONTRACTOR SHALL PERFORM ALL NECESSARY GEOTECHNICAL TESTING ON NATIVE SOILS TO ENSURE COMPLIANCE WITH SPECIFICATIONS. UTILITIES: NO KNOWN UTILITIES PRESENT AT THIS SITE. CONTRACTOR SHALL NO KNOWN UTILITIES PRESENT AT THIS SITE. CONTRACTOR SHALL NOTIFY CO AND COR IF ANY ARE ENCOUNTERED. HOURS OF OPERATION: NO FEDERAL HOLIDAYS OR WEEKENDS UNLESS APPROVED NO FEDERAL HOLIDAYS OR WEEKENDS UNLESS APPROVED BY THE CO. NOXIOUS WEED CONTROL: ALL CONSTRUCTION EQUIPMENT SHALL BE AVAILABLE ALL CONSTRUCTION EQUIPMENT SHALL BE AVAILABLE FOR INSPECTION TO ENSURE CLEAN AND FREE OF DIRT & DEBRIS PRIOR TO ENTRY OF NATIONAL FOREST LANDS/PROPERTY. ARCHEOLOGICAL SITES: SHOULD ARCHEOLOGICAL OR PALENTOLOGICAL REMAINS SHOULD ARCHEOLOGICAL OR PALENTOLOGICAL REMAINS OR SPECIMENS BE DISCOVERED, SUSPEND OPERATIONS AT THE DISCOVERY SITE, MOVE TO ANOTHER AREA OF THE PROJECT IF PRACTICAL, AND NOTIFY THE CO. ARCHEOLOGICAL SITE SURVEY IS PENDING. CLEARING LIMITS: CLEARING LIMITS ARE SHOWN IN THESE PLANS AND LOCATION CLEARING LIMITS ARE SHOWN IN THESE PLANS AND LOCATION AS DETERMINED BY COR. SALVAGE: ALL REMOVED MATERIAL INCLUDING SIGNAGE, GUARDRAIL COMPONENTS, ALL REMOVED MATERIAL INCLUDING SIGNAGE, GUARDRAIL COMPONENTS, WEARING SURFACE COMPONENTS, VEGETATION, AND DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE NATIONAL FOREST LAND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. TRAFFIC CONTROL: CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN ALL : CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN ALL NECESSARY BARRICADES, SUITABLE AND SUFFICIENT WARNING SIGNS, DANGER SIGNALS AND FURNISH ALL NECESSARY TRAFFIC CONTROL FLAGGING. ALL SIGNS AND DEVICES REMAIN THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR. ALL TRAFFIC CONTROL SIGNS AND DEVICES SHALL CONFORM TO SECTION 156 AND 635 OF THE FP-14/FSSS. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN FOR THE PROTECTION OF THE WORK AND SAFETY OF THE PUBLIC. ROAD MAY BE CLOSED DURING PORTIONS OF THE CONTRACT AS COORDINATED WITH THE COR. DURING ROAD CLOSURE BOTH DIRECTIONS MUST BE BLOCKED.

TOPSOIL: PRIOR TO EXCAVATION OR EMBANKMENT, TOPSOIL SHALL BE PRIOR TO EXCAVATION OR EMBANKMENT, TOPSOIL SHALL BE STRIPPED FROM THOSE AREAS TO A MINIMUM DEPTH OF 4" AND STOCKPILED AS DIRECTED. FINISHED SLOPES SHALL RECEIVE 2 - 3" OF TOPSOIL TO THE EXTENT ALLOWED BY EVEN DISTRIBUTION OF THE STOCKPILE. STAGING AREAS: STAGING AREAS SHALL BE APPROVED BY THE CO. STAGING AREAS SHALL BE APPROVED BY THE CO.

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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(R03)

SOUTHWESTERN REGION

LITTLE RIO

GRANDE BRIDGE

NFSR 439

REPAIRS AND

MAINTENANCE

CARSON NATIONAL

FOREST

CAMINO REAL RANGER DISTRICT

GENERAL ROADWAY

CLEARING LIMITS

12/8/23

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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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(R03)

REGION NAME

LITTLE RIO

GRANDE BRIDGE

NFSR 439

REPAIRS AND

MAINTENANCE

CARSON NATIONAL

FOREST

CAMINO REAL RANGER DISTRICT

APPROACH PAVEMENT

DETAILS

12/8/23

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BRIDGE STRUCTURE

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RESURFACING PAVEMENT

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RESURFACING PAVEMENT

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ROAD CL

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COMPACTED NATIVE MATERIAL

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4" THICK COMPACTED AGGREGATE BASE COURSE

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ROAD WAY WIDTH

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3" THICK ASPHALT CONCRETE PAVEMENT

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COMPACTED NATIVE MATERIAL

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4" THICK COMPACTED AGGREGATE BASE COURSE

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ROAD WAY WIDTH

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3" THICK ASPHALT CONCRETE PAVEMENT

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COMPACTED NATIVE MATERIAL

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4" THICK COMPACTED AGGREGATE BASE COURSE

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ROAD WAY WIDTH

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3" THICK ASPHALT CONCRETE PAVEMENT

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ASPHALT TACK COAT

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ASPHALT TACK COAT

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AutoCAD SHX Text APPROACH PAVEMENT THIS ILLUSTRATION IS FOR REFERENCE TO EXECUTE UNDER THE DESIGN AND WORK ITEMS. SUBMIT PROJECT DESIGN FOR APPROVAL. 1. BRIDGE APPROACH PAVEMENT AT THE IDENTIFIED RUNOUT LENGTH (RL) OF 130' AT BOTH ENDS. ASPHALT CONCRETE BRIDGE APPROACH PAVEMENT AT THE IDENTIFIED RUNOUT LENGTH (RL) OF 130' AT BOTH ENDS. ASPHALT CONCRETE PAVEMENT SINGLE LANE WITH MINIMUM THICKNESS OF 3" AND 14' WIDTH WITH 1' SHOULDERS. PAVEMENT MUST FOLLOW ROAD CURVATURE WHICH IS NOT SHOWN ABOVE. 2. PAVEMENT TRANSITION TO BRIDGE WEARING SURFACE MUST MATCH EXISTING GRADE TO APPROACHES. PAVEMENT TRANSITION TO BRIDGE WEARING SURFACE MUST MATCH EXISTING GRADE TO APPROACHES. 3. PAVEMENT TRANSITION TO EXISTING ROAD MUST MATCH EXISTING GRADE.PAVEMENT TRANSITION TO EXISTING ROAD MUST MATCH EXISTING GRADE.

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ROAD TYPICAL SECTIONS

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NTS

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