09 Love Bug Project Map and Drawings.pdf

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Love Bug Timber Sale Roads Reconditioning
Solicitation number
1240LT24Q0065
Issued by

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This document contains plans and drawings for the "Love Bug Timber Sale Roads Reconditioning" project, which is a federal contract opportunity with solicitation number 1240LT24Q0065. The project consists of clearing and grubbing (roadside brushing), constructing and reconstructing grade dips and rolling dips, reconditioning ditches, shoulders, and roadways, cleaning cattle guards, and installing corrugated metal pipes (CMP) on National Forest System Roads (NFSR) 500 - Love Mesa and 501 - Cabin Bench. The work activities and roads are specified in the plans, drawings, Forest Service Supplemental Specifications (FSSS), and Schedule of Items. The contracting agency is the Department of Agriculture Forest Service.

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Other files

File Type Posted
Wage Determination Montrose County Colorado.pdf PDF
Wage Determination Mesa County Colorado.pdf PDF
07 Love Bug Schedule of Items.pdf PDF
10 Love Bug Statement of Work.pdf PDF
1240LT24Q0065.pdf PDF

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FOREST LOCATION

VICINITY MAP

SHEET OF

United States Department of Agriculture

Forest Service

LOVE BUG TIMBER SALE

TRAVEL DIRECTIONS:

FROM THE GRAND MESA, UNCOMPAHGRE, AND GUNNISON (GMUG) NATIONAL FORESTS (NF) SUPERVISORS

OFFICE, 2250 SOUTH MAIN, DELTA, COLORADO.

TRAVEL 1.3 MILES NORTHWEST ON US-50 W TO SOUTHGATE LANE. TURN WEST ON CONFLUENCE DRIVE.

TRAVEL 0.3 MILES ON CONFLUENCE DRIVE. TURN WEST ONTO CO-348 S (BRIDGE STREET). TRAVEL SOUTH TO THE INTERSECTION WITH D ROAD. TURN WEST (CONTINUING ON CO-348 ONTO 25 MESA ROAD. TRAVEL 27.4 MILES TO THE INTERSECTION WITH NATIONAL FOREST SYSTEM ROAD (NFSR) 503 - DELTA NUCLA AND 402 - DIVIDE ROADS. CONTINUE WEST ON DIVIDE ROAD FOR 12.8 MILES TO THE INTERSECTION WITH NFSR 402 - DIVIDE AND NFSR 500 - LOVE MESA. PROJECT BEGINS ON THE NFSR 500 - LOVE MESA ROAD.

LATITUDE 38.475430°

LONGITUDE -108.568899°

ROAD RECONDITIONING

REVIEWED AND RECOMMENDED BY:

APPROVED:

QUALIFIED ENGINEER

PLANS, SPECIFICATIONS, AND COST ESTIMATES MEET

TECHNICAL REQUIREMENTS

DATE

DISTRICT RANGER

CONSISTENT WITH APPLICABLE REGULATORY AND LAND

MANAGEMENT PLAN REQUIREMENTS

DATE

FOREST STAFF OFFICER FOR ENGINEERING ACTIVITIES

COMPLIES WITH TECHNICAL ROAD REQUIREMENTS AND

ENGINEERING STANDARDS

DATE

COLORADO

MONTROSE AND MESA COUNTIES

R2 - ROCKY MOUNTAIN REGION

GRAND MESA, UNCOMPAHGRE, AND GUNNISON (GMUG) NATIONAL FORESTS (NF)

OURAY RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

1 COVERSHEET 4/2/2024

GENERAL NOTES AND ESTIMATE OF QUANTITIES

4/2/2024

3 DESCRIPTION OF WORK 4/2/2024

4 DESCRIPTION OF WORK CONTINUED 4/2/2024

5 DESCRIPTION OF WORK 4/2/2024

6 ROAD TYPICAL 4/2/2024

7 ROLLING DIP 4/2/2024

8 GRADE DIP 4/2/2024

9 CULVERT 4/2/2024

10 CLEARING AND GRUBBING 4/2/2024

GENERAL NOTES

ALL SPECIFICATIONS REFER TO THE FP-14 STANDARD SPECIFICATIONS OF

CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS. THE FOREST

SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS) WILL DEFINE ADDITIONAL

REQUIREMENTS TO THE FP-14 AND ARE INCLUDED AS PART OF THE CONTRACT

AGREEMENT.

MOBILIZATION

THIS WORK CONSISTS OF MOVING PERSONNEL, EQUIPMENT, MATERIAL, AND

INCIDENTALS TO THE PROJECT AND PERFORMING WORK NECESSARY BEFORE

BEGINNING WORK AT THE PROJECT SITE. THIS WORK ALSO INCLUDES OBTAINING

PERMITS, INSURANCE, AND BONDS. PRIOR TO MOBILIZING ANY CONSTRUCTION

EQUIPMENT ONTO NATIONAL FOREST SERVICE LANDS, THE CONSTRUCTION EQUIPMENT

MUST BE WASHED AND TREATED TO REMOVE SEEDS, PLANTS, AND PLANT FRAGMENTS

TO DECREASE THE SPREAD OF NOXIOUS AND INVASIVE PLANT SPECIES. NOTIFY THE

CONTRACTING OFFICER (CO) 10 WORKING DAYS IN ADVANCE BEFORE MOVING ANY

CONSTRUCTION EQUIPMENT ON-SITE. ONCE WASHED AND TREATED A VISUAL

INSPECTION WILL BE COMPLETED BY THE CONTRACTING OFFICER'S REPRESENTATIVE

(COR) PRIOR TO MOVING CONSTRUCTION EQUIPMENT ONTO NATIONAL FOREST

SERVICE LANDS.

CONSTRUCTION SURVEYING AND STAKING

THIS WORK CONSISTS OF PERFORMING SURVEYING, STAKING, CALCULATING, AND

RECORDING DATA FOR THE CONTROL OF WORK. THIS WORK INCLUDES THE STAKING OF

EACH LOCATION FOR LEAD-OUT DITCHES, ROLLING DIPS, GRADE DIPS, CLEARING AND

GRUBBING, CULVERTS, AND PULL-OUTS AS IDENTIFIED IN THE DESCRIPTION OF WORK.

PUBLIC TRAFFIC

THIS WORK CONSISTS OF CONTROLLING AND PROTECTING PUBLIC TRAFFIC ADJACENT

TO AND WITHIN THE PROJECT. SEE FAR CLAUSE 552.236-13 ACCIDENT PREVENTION. A

TRAFFIC CONTROL PLAN FOR THE PROJECT IS REQUIRED. THE PROPOSED PLAN SHALL BE

PREPARED BY AN AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA) CERTIFIED

COMPANY AND SHALL BE SUBMITTED TO THE CONTRACTING OFFICER (CO) FOR

APPROVAL AT LEAST 14 DAYS PRIOR TO INTENDED USE. THE TRAFFIC CONTROL PLAN

AND ALL SIGNS SHALL FOLLOW THE MOST CURRENT MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES (MUTCD). THE CONTRACTING OFFICER (CO) SHALL APPROVE THE

TRAFFIC CONTROL PLAN IN WRITING BEFORE ANY WORK BEGINS. TRAFFIC DELAYS MAY

NOT EXCEED TWO (2) HOURS AT ANY ONE TIME FOLLOWED BY AN OPEN PERIOD OF NO

LESS THAN FIFTEEN (15) MINUTES.

EXCAVATION AND EMBANKMENT

THIS WORK CONSISTS OF EXCAVATING MATERIAL FOR THE INSTALLATION AND

CONSTRUCTION OF STRUCTURES. BEDDING AND BACKFILL SHALL BE WELL GRADED

GRANULAR MATERIAL THAT MEETS THE REQUIREMENTS OF AASHTO M-145 FOR SOIL

CLASSIFICATIONS A-1, A2-4, A2-5, OR A-3 MODIFIED. ALL GRANULAR BACKFILL MATERIAL

SHALL BE PLACED AND COMPACTED IN LIFTS OF NO MORE THAN SIX (6) INCHES AND

COMPACTED UNTIL THERE IS NO VISIBLE EVIDENCE OF FURTHER CONSOLIDATION.

EXCESS EXCAVATED MATERIALS THAT DO NOT MEET AASHTO REQUIREMENTS WILL BE

SPREAD EVENLY, COMPACTED, AND SEEDED IN A LOCATION IDENTIFIED

ON-THE-GROUND BY THE CONTRACTING OFFICER (CO).

ROAD RECONDITIONING

THIS WORK CONSISTS OF RECONDITIONING DITCHES, SHOULDERS, ROADBEDS, AND

AGGREGATE SURFACES. ROADBED RECONDITIONING CONSISTS OF REMOVING ORGANIC,

DELETERIOUS, AND MATERIAL LARGER THAN SIX (6) INCHES FROM THE TOP 1 ½ INCHES

OF THE BASE COURSE. SCARIFY SURFACE TO A MINIMUM DEPTH OF 1 ½ INCHES TO

REMOVE IRREGULARITIES AND SHAPE TO A UNIFORM SURFACE. THE TRAVELED WAY

SHALL BE 12 FT. WIDE WITH 1 FT. SHOULDERS ON BOTH SIDES FOR A TOTAL ROADWAY

WIDTH OF 14 FT. THE CROWN SHALL BE FOUR (4) + ONE (1) PERCENT. ONCE THE ROAD

HAS TRANSITIONED TO AN APPARENT IN-SLOPE OR OUT-SLOPE THAN THE IN SLOPE OR

OUT SLOPE SHALL BE BETWEEN TWO (2) AND FOUR (4) PERCENT. SLOPES FROM THE

EDGE OF THE ROADWAY INTO THE DRAINAGE DITCH SHALL BE BETWEEN 2H:1V AND

3H:1V. BACKSLOPES SHALL NOT EXCEED 2H:1V. THE TOP OF THE FILL SLOPE SHALL NOT

EXCEED THE SLOPE ANGLE OF THE EXISTING TOPOGRAPHY. ROAD RECONDITIONING

INCLUDES CLEANING CATTLE GUARDS.

DESCRIPTION OF WORK

THE DESIGN VEHICLE FOR ALL ROLLING DIPS IS A LOG TRUCK. REFER TO THE ROLLING DIP

DRAWING FOR DESIGN CRITERIA.

ESTIMATE OF QUANTITIES

ITEM NO. DESCRIPTION PAY UNIT EST.QTY.

1 MOBILIZATION. INCLUDES INSURANCE AND BONDS LS 1.00

2 CONSTRUCTION STAKING. INCLUDES STAKING FOR ALL ITEMS IN DESCRIPTION OF WORK LS 1.00 3 CLEARING AND GRUBBING. DISPOSAL METHOD; DISPOSE OF DEBRIS OUTSIDE OF ROADWAY MI 4.93 4 ROAD RECONDITIONING. INCLUDES RECONDITIONING DITCHES, ROADBEDS, AND CATTLEGUARDS MI 9.18 6 CLEANING AND REPAIRING EXISTING DRAINAGE STRUCTURES. CLEAN LEAD-OUT DITCH EA 41.00 7 CLEANING AND REPAIRING EXISTING DRAINAGE STRUCTURES. CLEAN AND SHAPE DRAINAGE DIPS EA 39.00

9 TEMPORARY TRAFFIC CONTROL. INCLUDES AASHTO TRAFFIC CONTROL PLAN LS 1.00

10 CULVERTS. CMP 16 GAUGE, 18-IN. INCLUDES REMOVAL OFF GOVERNMENT PROPERTY LF 276.00 11 CULVERTS. CMP 16 GAUGE, 48-IN. INCLUDES REMOVAL OFF GOVERNMENT PROPERTY LF 40.00

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

R02

ROCKY MOUNTAIN REGION

LOVE BUG

TIMBER SALE

ROAD

RECONDITIONING

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON (GMUG)

NATIONAL FORESTS

OURAY RANGER DISTRICT

GENERAL NOTES

ESTIMATE OF

QUANTITIES

04/02/2024 020406 OUR

C. PHELPS

500-LOV

G-01 02 10

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ROAD NUMBER STATION/MILEPOST (BEGIN) STATION/MILEPOST (END) ITEM NUMBER UNIT QTY. TEMPLATE / DRAWING DESCRIPTION 500 4.950 9.200 303 MI 4.25 Road reconditioning. Match existing template. Inslope, Outslope, and Crown

500 5.010 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 5.030 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 5.100 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 5.160 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 5.190 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 5.250 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 50-ft.

500 5.330 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 50-ft.

500 5.370 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 5.440 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 5.470 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 50-ft.

500 5.510 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 5.530 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 40-ft.

500 5.610 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 50-ft.

500 5.650 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 5.720 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 50-ft.

500 5.830 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 5.900 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 5.950 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 50-ft.

500 6.010 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 50-ft.

500 6.070 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 50-ft.

500 6.120 607 EA 1.00 Clean grade dip. Ditch to drain minimum 30-ft.

500 6.220 607 EA 1.00 Clean grade dip. Ditch to drain minimum 40-ft.

500 6.260 607 EA 1.00 Clean grade dip. Ditch to drain minimum 50-ft.

500 6.290 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 6.340 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 50-ft.

500 6.400 607 EA 1.00 Clean grade dip. Ditch to drain minimum 50-ft.

500 6.440 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 50-ft.

500 6.510 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 6.570 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 40-ft.

500 6.630 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 40-ft.

500 6.670 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 30-ft.

500 6.720 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 6.770 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 6.800 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 6.830 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 6.840 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 40-ft.

500 6.900 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 40-ft.

500 6.990 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 40-ft.

500 7.070 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 40-ft.

500 7.150 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 40-ft.

500 7.200 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 40-ft.

500 7.320 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 40-ft.

500 7.350 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 7.440 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 30-ft.

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

R02

ROCKY MOUNTAIN REGION

LOVE BUG

TIMBER SALE

ROAD

RECONDITIONING

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON (GMUG)

NATIONAL FORESTS

OURAY RANGER DISTRICT

DESCRIPTION OF WORK

04/02/2024 020406 OUR

LOV-500

G-02 03 10

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ROAD NUMBER STATION/MILEPOST (BEGIN) STATION/MILEPOST (END) ITEM NUMBER UNIT QTY. TEMPLATE / DRAWING DESCRIPTION 500 7.460 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 30-ft.

500 7.500 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 40-ft.

500 7.530 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 40-ft.

500 7.620 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 40-ft.

500 7.640 602 LF 24.00 Replace existing culvert with new with 18-inch corrugated metal pipe (CMP)

500 7.660 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 50-ft.

500 7.730 Intersection with NFSR 501 - Cabin Bench. Lat. 38.517559° Long. -108.470994°

500 7.900 607 EA 1.00 Clean lead-out ditch. Ditch to drain minimum 40-ft.

500 7.970 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.050 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.090 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.140 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.190 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.220 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.320 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.360 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.380 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.460 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.570 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.580 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.640 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.660 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.730 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.770 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.810 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 8.910 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 9.000 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 50-ft.

500 9.040 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

500 9.120 607 EA 1.00 Clean rolling dip. Ditch to drain minimum 40-ft.

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

R02

ROCKY MOUNTAIN REGION

LOVE BUG

TIMBER SALE

ROAD

RECONDITIONING

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON (GMUG)

NATIONAL FORESTS

OURAY RANGER DISTRICT

DESCRIPTION OF WORK

04/02/2024 020406 OUR

G-03 04 10

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ROAD NUMBER STATION/MILEPOST (BEGIN) STATION/MILEPOST (END) ITEM NUMBER UNIT QTY. TEMPLATE / DRAWING DESCRIPTION 501 0.000 4.933 201 MI 4.93 Clearing and grubbing. Roadside brushing minimum 10 feet from edge roadway, both sides

501 0.000 Intersection with NFSR 500 - Love Mesa. Lat. 38.517607° Long. -108.470984°

501 0.000 4.933 303 MI 4.93 Road reconditioning. Match existing template. Inslope, Outslope, and Crown

501 0.008 607 EA 1.00 Clean lead-out ditch. Ditch to drain 501 0.110 607 EA 1.00 Clean lead-out ditch. Ditch to drain 501 0.143 607 EA 1.00 Clean lead-out ditch. Ditch to drain 501 0.145 602 LF 30.00 Replace existing culvert with new with 18-inch corrugated metal pipe (CMP)

501 0.345 607 EA 1.00 Clean lead-out ditch. Ditch to drain 501 0.575 602 LF 30.00 Replace existing culvert with new with 18-inch corrugated metal pipe (CMP)

501 0.681 607 EA 1.00 Clean cattle guard. Lat. 38.514628° Long. -108.462143°

501 0.687 Adjacent Feature. East Fork Escalante Overlook

501 1.196 Adjacent Feature. South Love Mesa OHV trail

501 1.260 607 EA 1.00 Clean lead-out ditch. Ditch to drain 501 1.422 602 LF 24.00 Replace existing culvert with new with 18-inch corrugated metal pipe (CMP)

501 1.502 602 LF 30.00 Replace existing culvert with new with 18-inch corrugated metal pipe (CMP)

501 1.757 607 EA 1.00 Clean cattle guard. Lat. 38.501483° Long. -108.465144°

501 1.809 602 LF 24.00 Replace existing culvert with new with 18-inch corrugated metal pipe (CMP)

501 2.026 Adjacent feature. Trailhead parking

501 2.143 Adjacent feature. Pull-out. Reconstruct

501 2.189 Adjacent feature. Pull-out. Reconstruct

501 2.216 607 EA 1.00 Clean culvert inlet and outlet 501 2.303 619 EA 1.00 Clean cattle guard. Lat. 38.498534° Long. -108.464565°

501 2.330 607 EA 1.00 Clean lead-out ditch. Ditch to drain 501 2.445 Adjacent feature. Pull-out

501 2.851 602 LF 30.00 Replace existing culvert with new with 18-inch corrugated metal pipe (CMP)

501 2.960 Adjacent feature. Pull-out

501 2.972 602 LF 30.00 Replace existing culvert with new with 18-inch corrugated metal pipe (CMP)

501 3.145 607 EA 1.00 Clean culvert inlet and outlet 501 3.449 607 EA 1.00 Clean lead-out ditch. Ditch to drain 501 3.451 602 LF 40.00 Replace existing culvert with new with 48-inch corrugated metal pipe (CMP)

501 3.910 602 LF 24.00 Replace existing culvert with new with 18-inch corrugated metal pipe (CMP)

501 4.026 602 LF 30.00 Replace existing culvert with new with 18-inch corrugated metal pipe (CMP)

501 4.294 607 EA 1.00 Clean grade dip

501 4.294 4.922 607 MI 0.63 Reconstruct ditch 501 4.365 Adjacent feature. Pull-out. Reconstruct

501 4.393 607 EA 1.00 Clean culvert inlet and outlet 501 4.472 204 EA 1.00 Install rolling dip. Remove large rock

501 4.706 607 EA 1.00 Clean grade dip

501 4.728 Adjacent feature. Pull-out. Reconstruct

501 4.853 607 EA 1.00 Clean grade dip

501 4.923 607 EA 1.00 Clean cattle guard. Lat. 38.510665° Long. -108.423933°

501 4.933 Intersection with NFSR 504 - Cottonwood. Lat. 38.510663° Long. -108.423696°

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

R02

ROCKY MOUNTAIN REGION

LOVE BUG

TIMBER SALE

ROAD

RECONDITIONING

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON (GMUG)

NATIONAL FORESTS

OURAY RANGER DISTRICT

DESCRIPTION OF WORK

04/02/2024 020406 OUR

G-04 05 10

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ROAD TURNOUT

25FT.25FT. 50FT.

F

T

F

T

F T

F T

N O

R M

A L

R

O A

D

W

I D

T H

25FT.50FT.25FT.

STO = SPLIT TURNOUT

25FT.50FT.25FT.

TOL = TURNOUT LEFT

TOR = TURNOUT RIGHT

ROAD TYPICAL

12" MIN.

CLEARING WIDTH

V

H

V

H

LEAD-OUT DITCH

V

A R

I A

B L

T

O

D

R A

I N

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

R02

ROCKY MOUNTAIN REGION

LOVE BUG

TIMBER SALE

ROAD

RECONDITIONING

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON (GMUG)

NATIONAL FORESTS

OURAY RANGER DISTRICT

ROAD TYPICAL

04/02/2024 020406 OUR

C-01 06 10

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CL

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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

R2

ROCKY MOUNTAIN REGION

LOVE BUG

TIMBER SALE

ROAD

RECONDITIONING

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON (GMUG)

NATIONAL FORESTS

OURAY RANGER DISTRICT

ROLLING DIP

04/02/2024 020406 OUR

C-02 07 10

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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

R02

ROCKY MOUNTAIN REGION

LOVE BUG

TIMBER SALE

ROAD

RECONDITIONING

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON (GMUG)

NATIONAL FORESTS

OURAY RANGER DISTRICT

GRADE DIP

04/02/2024 020406 OUR

C-03 08 10

AutoCAD SHX Text Traveled Way

AutoCAD SHX Text Natural

AutoCAD SHX Text Drainage

AutoCAD SHX Text Rip Rap fill slope

AutoCAD SHX Text where required.

AutoCAD SHX Text Rock crossing

AutoCAD SHX Text where required.

AutoCAD SHX Text Skew dip to match natural drainage

AutoCAD SHX Text %%uPERSPECTIVE VIEW

AutoCAD SHX Text

%%UPLAN VIEW

AutoCAD SHX Text

%%UPROFILE VIEW

AutoCAD SHX Text C Drainage

AutoCAD SHX Text L

AutoCAD SHX Text Dip

AutoCAD SHX Text Final Road Grade

AutoCAD SHX Text Downgrade

AutoCAD SHX Text Downgrade

AutoCAD SHX Text C Drainage

AutoCAD SHX Text L

AutoCAD SHX Text Rock grade dip

AutoCAD SHX Text where required

AutoCAD SHX Text 12IN. rock depth where Rock Grade Dip is required.

AutoCAD SHX Text Notes: 1. Details shown are for an out slope, in slope, or flat roadbed without a ditch. grade dip shall be constructed in a ditch section by transitioning the ditch from normal depth to normal grade elevation for a sufficient distance to provide drainage. 2. Grade dips shall be out sloped a minimum of two (2) percent and a maximum of four (4) percent. 3. Grade dip outlets will be constructed incidental to the construction of the dip unless otherwise specified. 4. Construct grade dip along centerline of existing drainage, not to exceed 30 degree skew angle. 5. Rock for rock grade dip shall be provided by the contractor. rock shall be pit run and well graded with maximum particle size of four (4) inches. 6. Contractor shall stake all grade dips and other drainage features.

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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

R02

ROCKY MOUNTAIN REGION

LOVE BUG

TIMBER SALE

ROAD

RECONDITIONING

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON (GMUG)

NATIONAL FORESTS

OURAY RANGER DISTRICT

CULVERT TYPICAL

04/02/2024 020406 OUR

C-04 09 10

AutoCAD SHX Text

TYPICAL SKEW DETAIL

AutoCAD SHX Text 5ft. Min.

AutoCAD SHX Text 5ft.

AutoCAD SHX Text

%%UPROFILE ALONG DITCH%%

AutoCAD SHX Text Road subgrade

AutoCAD SHX Text Ditch bottom

AutoCAD SHX Text Ditch block top

AutoCAD SHX Text 6in.

AutoCAD SHX Text 6in.

AutoCAD SHX Text 24in.

AutoCAD SHX Text 4ft. Min.

AutoCAD SHX Text 4ft. Min.

AutoCAD SHX Text As staked or

AutoCAD SHX Text 12in. Min

AutoCAD SHX Text of Items

AutoCAD SHX Text in the Schedule

AutoCAD SHX Text density called for

AutoCAD SHX Text compacted to

AutoCAD SHX Text 6in. loose layers

AutoCAD SHX Text Ground line

AutoCAD SHX Text Bedding material

AutoCAD SHX Text 12in. Min.

AutoCAD SHX Text 1 - Diameter or 12in. whichever is less

AutoCAD SHX Text 6+05

AutoCAD SHX Text 6+00

AutoCAD SHX Text 5+10

AutoCAD SHX Text 5+00

AutoCAD SHX Text Skew 120%%d

AutoCAD SHX Text Skew 45%%d

AutoCAD SHX Text Ditch Block

AutoCAD SHX Text Normal Section

AutoCAD SHX Text Road subgrade

AutoCAD SHX Text %%uDITCH BLOCK%%

AutoCAD SHX Text %%uPLAN VIEW%%

AutoCAD SHX Text 20ft. Min.

AutoCAD SHX Text Cut Slope

AutoCAD SHX Text Ditch block

AutoCAD SHX Text Ditch bottom

AutoCAD SHX Text Ditch grade

AutoCAD SHX Text to settlement

AutoCAD SHX Text Culvert prior

AutoCAD SHX Text Camber

AutoCAD SHX Text 1% of culvert length

AutoCAD SHX Text Culvert

AutoCAD SHX Text or 4ft. Min.

AutoCAD SHX Text 1 1/2 Dia.

AutoCAD SHX Text the invert of the inlet.

AutoCAD SHX Text the invert being higher than

AutoCAD SHX Text curve with no point along

AutoCAD SHX Text Camber shall be on a

AutoCAD SHX Text %%uCAMBER%%

AutoCAD SHX Text natural ground

AutoCAD SHX Text Place invert on

AutoCAD SHX Text Natural Ground

AutoCAD SHX Text %%uTYPICAL INSTALLATION FOR CAMBER%%

AutoCAD SHX Text %%uTYPE II - FILL SECTION%%

AutoCAD SHX Text %%uTYPE I - SIDEHILL SECTION%%

AutoCAD SHX Text or wing ditch

AutoCAD SHX Text natural Ground

AutoCAD SHX Text Discharge onto

AutoCAD SHX Text Normal Road Backslope

AutoCAD SHX Text back slopes

AutoCAD SHX Text steeper than adjacent

AutoCAD SHX Text Back slope not to be

AutoCAD SHX Text

%%UTYPICAL CATCH BASIN DETAILS%%

AutoCAD SHX Text %%uSKEW DIAGRAM%%

AutoCAD SHX Text %%uTYPICAL BACKFILL DETAIL%%

AutoCAD SHX Text %%uTYPICAL CULVERT INSTALLATIONS%%

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text 12in.

AutoCAD SHX Text 12in. Min.

AutoCAD SHX Text 2ft.

AutoCAD SHX Text D + 4ft.

AutoCAD SHX Text less than 10% of D

AutoCAD SHX Text Rock

AutoCAD SHX Text %%uROCK FOUNDATION%%

AutoCAD SHX Text Soft material

AutoCAD SHX Text %%uYIELDING FOUNDATION%%

AutoCAD SHX Text %%uSUITABLE FOUNDATION%%

AutoCAD SHX Text Bedding material

AutoCAD SHX Text Bedding material

AutoCAD SHX Text Ground line

AutoCAD SHX Text Bedding material not

AutoCAD SHX Text %%uTYPICAL BEDDING DETAILS%%

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

3. Ditch blocks shall be constructed where necessary to divert flow from ditch

AutoCAD SHX Text

2. Embankment more than 1 foot above the top of the pipe shall be compacted

AutoCAD SHX Text bottom of the pipe, FP-14 Section 602.

AutoCAD SHX Text

1. Bedding shall be suitable material, uniformly compacted and shaped to fit the

AutoCAD SHX Text All Fills = Toe of Fill

AutoCAD SHX Text With a Min. of 5ft.

AutoCAD SHX Text from the Road Shoulder.

AutoCAD SHX Text 5ft. Min.

AutoCAD SHX Text 120%%d

AutoCAD SHX Text Min.

AutoCAD SHX Text 5ft. Min.

AutoCAD SHX Text 20ft. Min.

AutoCAD SHX Text As staked or

AutoCAD SHX Text as specified in FP14 - Section 204.

AutoCAD SHX Text lines into culverts.

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CLEARING AND GRUBBING

BACK SLOPE

SIGHT

DISTANCE

FILL SLOPE

ROAD SHOULDERS

C L

E A

R I N

G

H

I G

H T

F

T

NOTES:

1. All trees and brush equal to or less than eight (8) inches diameter at breast height (dbh) within five (5) feet of the shoulders of the road or the bottom of the ditch shall be chipped and spread outside of the roadway. All vegetative material shall not exceed a total height of one (1) foot from the existing ground surface and be a minimum of five (5) feet from the shoulders of the road.

2. The area of sight distance clearing will be from the roadside clearing limit to a line of sight between the beginning and ending stations marked on the ground. Trees within this area shall be thinned to approximately a two (2) foot trunk spacing, except where marked with paint or flagging for removal to an alternate spacing. All trees and brush within these limits shall be removed.

3. Branches on remaining trees shall be trimmed from the existing ground surface to a clearing height limit twenty (20) feet above the roadbed. Limbs of vegetation shall be cut so as not to protrude within the clearing limits.

SEE NOTES

2 & 3

SEE NOTES 2 & 3

SIGHT

DISTANCE

ROADSIDE CLEARING

LIMITS. SEE NOTE 1

BEGINNING

MARKED STATION

ENDING

MARKED STATION

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

R02

ROCKY MOUNTAIN REGION

LOVE BUG

TIMBER SALE

ROAD

RECONDITIONING

GRAND MESA,

UNCOMPAHGRE, AND

GUNNISON (GMUG)

NATIONAL FORESTS

OURAY RANGER DISTRICT

CLEARING AND

GRUBBING

04/02/2024 020406 OUR

C-05 10 10

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01 Love Bug Cover-COVER
Sheets and Views
COVER
01 Love Bug Cover-GENERAL AND ESTIMATE
Sheets and Views
GENERAL AND ESTIMATE
OLE1
02 Love Bug Description of Work-DESCRIPTION1
Sheets and Views
DESCRIPTION1
02 Love Bug Description of Work-DESCRIPTION2
Sheets and Views
DESCRIPTION2
02 Love Bug Description of Work-DESCRIPTION3
Sheets and Views
DESCRIPTION3
03 Love Bug Road Typical-ROAD
Sheets and Views
ROAD
04 Love Bug Rolling Dip-ROLLING DIP
Sheets and Views
ROLLING DIP
OLE1
05 Love Bug Grade Dip-GRADE DIP
Sheets and Views
GRADE DIP
06 Love Bug Culvert-CULVERT
Sheets and Views
CULVERT
07 Love Bug Clearing and Grubbing-CLEARING
Sheets and Views
CLEARING

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