5_RoadReconPlans_WindyHeliStewardshipIRSC.pdf

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Attached to
Windy Helicopters Stewardship IRSC - R1, Nez Perce-Clearwater NFs, Salmon River RD
Solicitation number
12363N24R4007
Issued by

About this file

Written by GovTribe AI ·

This document appears to be a set of construction plans and a related federal contract opportunity for the Windy Helicopters Stewardship Integrated Resource Service Contract (IRSC) on the Nez Perce-Clearwater National Forest in Idaho.

The construction plans detail the reconstruction and maintenance work required for several roads in the project area, including NFSR 624, NFSR 517, and others. The work includes clearing, grading, aggregate placement, culvert replacement, drainage improvements, and related items across approximately 11 miles of roads. The estimated cost for this road reconstruction work is between $250,000 and $500,000.

The federal contract opportunity is for the broader Windy Helicopters Stewardship IRSC project, which includes the road reconstruction work as well as timber harvesting and removal across 169 acres using helicopter logging. The contract period of performance is from award through October 31, 2027. The contract will be awarded under the Stewardship Authority, and construction bonding is required. No site visit is currently planned, and travel may be required during winter conditions.

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DATEBYREVISION DESCRIPTION

SHEET NO.

SET NO.

PROJECT:

DATE:

SHEET INDEX

01/29/2024

WINDY HELICOPTERS STEWARDSHIP IRSC

RECONSTRUCTION PLANS FOR SPECIFIED ROADS

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION ONE

NEZ PERCE / CLEARWATER NATIONAL FOREST

SALMON RIVER RANGER DISTRICT

IDAHO COUNTY, IDAHO

AREA MAP

IDAHO INDEX MAP

PROJECT ENGINEER

NEZ PERCE / CLEARWATER NATIONAL

FOREST

DATE

APPROVED BY:

RECOMMENDED BY:

LOCATION MAP

FOREST SUPERVISOR

NEZ PERCE / CLEARWATER NATIONAL

FOREST

DATE

APPROVED BY:

DESIGNED BY:

FOREST ENGINEER

NEZ PERCE / CLEARWATER NATIONAL

FOREST

DATE

DISTRICT RANGER

NEZ PERCE / CLEARWATER NATIONAL

FOREST

DATE

Sheet List

Sheet Number Sheet Title

1 TITLE

2 PROJECT MAP

3 SUMMARY OF QUANTITIES & GENERAL NOTES

4 TYPICAL SECTIONS

5 TURNOUT AND TURNAROUND DETAILS

6 CURVE WIDENING

7 CULVERT DETAIL

8 CULVERT WITH CATCH BASIN DETAIL

9 CATCH BASIN DETAIL

10 OUTLET DITCH DETAIL

11 DRAIN DIP DETAIL

12 SURFACE WATER DEFLECTOR AND OPEN TOP BOX CULVERT

13 SIGN DETAILS

14 - 20 WORKLISTS

PROJECT

LOCATION

NO.

PROJECT

LOCATION

PROJECT

LOCATION

N

N

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DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

01 PROJECT MAP

01/29/2024 K METZ B ANDERSON 2

R

I

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G

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M

I

NFSR # 9908

MP 0.00 - 1.06

NFSR # 2109

MP 0.00 - 2.20

NFSR # 517

MP 4.62 - 9.25

NFSR # 517C

MP 0.00 - 0.08

NFSR # 624

MP 0.78 - 2.73

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

SUMMARY OF

QUANTITIES &

GENERAL NOTES

01/29/2024 K METZ B ANDERSON 3

GENERAL NOTES:

1) ITEM 202 - IF DISPOSAL METHOD K (PILING) IS SPECIFIED PILES SHALL BE A MAXIMUM HEIGHT OF 8 FEET. ALL MATERIAL EXTENDING MORE THAN 5 FEET BEYOND THE OUTSIDE PERIMETER OF THE PILE SHALL BE SEVERED AND RETURNED TO THE PILE.

517C

0.08IRSC WINDY HELICOPTERS STEWARDSHIP IRSC

ITEM NO

15101

20103

20209

20210

20302

20401

20415

20424

21201

30103

30115

30301

30315

60201

60201B

61903

62502

63301

63304C

63304D

63304E

63304F

DESCRIPTION

MOBILIZATION

CLEARING AND GRUBBING, DISPOSAL METHOD (K)

SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD (F)

SPECIAL CLEARING AND GRUBBING, TYPE ROADWAY, DISPOSAL

METHOD (K), COMPACTION METHOD 2

REMOVAL OF CULVERT, DISPOSAL METHOD A, COMPACTION

METHOD 5

ROADWAY EXCAVATION, (b) COMPACTION METHOD 2, TOLERANCE CLASS I

EMBANKMENT CONSTRUCTION, (b) COMPACTION METHOD 2, TOLERANCE CLASS I

WASTE END HAUL

LINEAR GRADING, COMPACTION METHOD 2, DISPOSAL METHOD

(F)

AGGREGATE BASE, GRADING A, COMPACTION METHOD (B),

COMMERCIAL SOURCE

AGGREGATE SURFACE COURSE, GRADING F, COMPACTION

METHOD (B) COMMERCIAL SOURCE

DITCH RECONDITIONING

ROADWAY RECONDITIONING, COMPACTION METHOD 2

18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE,

COMPACTION METHOD 2

24 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE,

COMPACTION METHOD 2

CLEAN CATTLEGUARD

TURF ESTABLISHMENT, DRY METHOD SEEDING, DRY METHOD

MULCHING

FURNISH AND INSTALL SIGN AND POST WITH ANTI-THEFT

HARDWARE (NUTS AND BOLTS)

OBJECT MARKER SIGN (OM2-2V), METAL PANEL, TYPE III

SHEETING WITH ANTI-THEFT HARDWARE (NUTS AND BOLTS)

OBJECT MARKER SIGN (OM3-L), METAL PANEL, TYPE III

SHEETING WITH ANTI-THEFT HARDWARE (NUTS AND BOLTS)

OBJECT MARKER SIGN (OM3-R), METAL PANEL, TYPE III

SHEETING WITH ANTI-THEFT HARDWARE (NUTS AND BOLTS)

TYPE 2 MODIFIED OBJECT MARKER (FOM2-2V)

ROAD NO.

MILES

RECON/CON

UNITS

LUMP SUM

MILE

MILE

MILE

EACH

CUBIC YARD

CUBIC YARD

CUBIC YARD

MILE

CUBIC YARD

CUBIC YARD

MILE

MILE

FOOT

FOOT

EACH

ACRE

EACH

EACH

EACH

EACH

EACH 4

0.18

1.77

0.49 0.04

0.08

2.20

1.06

4.63

1.95

2.20

1.12

4.63

RECON RECON RECON RECON RECON

SUMMARY OF QUANTITIES

1 1

0.04

0.72

1.23

2.20 1.03 2.04

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

01 TYPICAL SECTIONS

01/29/2024 K METZ B ANDERSON 4

TYPICAL SECTION 2

NOT TO SCALE

8' VARIES 8'

1V:1.5H

FILL SLOPE

2%

C

L

TYPICAL SECTION 1

NOT TO SCALE

8' VARIES 8'

CUT SLOPE

CLEARING

OUTER LIMITS

FILL SLOPE

CLEARING

OUTER LIMITS

C

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2%

ROADSIDE CLEARING AND ROAD RECONDITIONING W/DITCH

NOT TO SCALE

3'

C

L

C

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ROADSIDE CLEARING AND ROAD RECONDITIONING

NOT TO SCALE

INSLOPE, OUTSLOPE, OR CROWN WHEN

SPECIFIED IN THE WORKLIST. OTHERWISE

MAINTAIN EXISTING.

SUBGRADE

SUBGRADE

8'

ROADSIDE

CLEARING

OUTER LIMITS

8'

ROADSIDE

CLEARING

OUTER LIMITS

8'

ROADSIDE CLEARING

OUTER LIMITS

8'

ROADSIDE CLEARING

OUTER LIMITS

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CLEARING

OUTER LIMITS

CUT SLOPE

CLEARING

OUTER LIMITS

1V:1H

CUT SLOPE

1V:1.5H

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CUT SLOPE

LIMITS OF EXCAVATION,

EMBANKMENT, OR

SHAPING AND FINISHING

LIMITS OF EXCAVATION,

EMBANKMENT, OR

SHAPING AND FINISHING

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PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

01 TURNOUT AND TURNAROUND

DETAILS

01/29/2024 K METZ B ANDERSON 5

T Y

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EDGE OF ROAD

A

A

PLAN VIEW

50'

SECTION A-A

TYPICAL

SECTION

ROAD WIDTH

C/L ROAD

25'

25' 50' 25'

TOL = TURNOUT LEFT

25' 50' 25'

TOR = TURNOUT RIGHT

25' 50' 25'

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

01 CURVE WIDENING

01/29/2024 K METZ B ANDERSON 6

C

L

FILL SLOPE CURVE WIDENING

NOT TO SCALE

CENTERLINE

SEE TABLE A

UNLESS OTHERWISE SPECIFIED

C

L

CUT SLOPE CURVE WIDENING

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TYPICAL SECTION

ROAD WIDTH

TYPICAL SECTION

ROADWAY WIDTH

CURVE

WIDEN

CURVE

WIDEN

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PT/PC

T

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P

TOTAL ROADWAY WIDTH

TOTAL ROADWAY WIDTH

CURVE WIDEN

AS SPECIFIED

NOTES:

1. ADD HORIZONTAL CURVE WIDENING TO THE INSIDE OF CURVES.

WIDENING APPLIES TO THE ROADWAY THROUGH THE ENTIRE CURVE

FROM PC TO PT.

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CURVE

RADIUS

LENGTH OF

TAPER

<70' 60'

70'-85' 50'

86'-100' 40'

>100' 30'

TABLE A

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DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

01 CULVERT DETAIL

01/29/2024 K METZ B ANDERSON 7

MINIMUM COVER PER

MANUFACTURER'S

SPECIFICATIONS

ROAD FINISHED GRADE

2% MINIMUM

CULVERT GRADE

ROAD C

AHEAD STATION

SKEW 120°

SKEW 60°

L

OUTLINE OF RIPRAP

WHEN SPECIFIED. SEE

DETAIL THIS SHEET

V

H

H

T

RIPRAP DETAIL

NOT TO SCALE

INSTALL RIPRAP

WHERE SPECIFIED

A

A

H

SECTION A-A

12"

CULVERT

ROADWAY

FINISHED

GRADE

RIPRAP

RIPRAP CLASS "T"

0 1'-0"

1 1'-6"

2 2'-6"

3 3'-0"

4 3'-6"

SKEW DIAGRAM

NOT TO SCALE

BEDDING

BEDDING DETAIL

NOT TO SCALE

1'6" TYPICAL

UNCOMPACTED BEDDING

THICKNESS ACCORDING TO

SECTION 209 OF THE SPECIFICATIONS

CULVERT

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PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

01 CULVERT WITH CATCH

BASIN DETAIL

01/29/2024 K METZ B ANDERSON 8

MINIMUM COVER PER

MANUFACTURER'S

SPECIFICATIONS

ROAD FINISHED GRADE

EXISTING GROUND

EXISTING DITCH

CUT SLOPE

CATCH BASIN

CUT SLOPE

H

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OUTLINE OF HEADWALL

RIPRAP WHEN SPECIFIED.

SEE DETAIL THIS SHEET

RIPRAP DETAIL

NOT TO SCALE

SKEW DIAGRAM

NOT TO SCALE

OUTLINE OF CUT SLOPE

RIPRAP WHEN SPECIFIED.

SEE DETAIL THIS SHEET

"1

H

X

H

CATCH BASIN

CUT SLOPE

INSTALL HEADWALL

RIPRAP WHERE

SPECIFIED

CULVERT

INSTALL CUT

SLOPE RIPRAP

WHERE SPECIFIED

SEE CATCH BASIN DETAIL FOR

ADDITIONAL INFORMATION

ROAD C

AHEAD STATION

SKEW 120°

SKEW 60°

L

BEDDING DETAIL

NOT TO SCALE

1'6" TYPICAL

UNCOMPACTED BEDDING

THICKNESS ACCORDING TO

SECTION 209 OF THE SPECIFICATIONS

CULVERT

2% MINIMUM

CULVERT GRADE

H

BEDDING

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PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

01 CATCH BASIN DETAIL

01/29/2024 K METZ B ANDERSON 9

PLAN VIEW

SUBGRADE

SHOULDER

TOP OF CUT

CULVERT

NORMAL DITCH LINE

DITCH DAM

RIPRAP.

(20' MIN.)

TOP OF CUT

SECTION A-A

CATCH BASIN ELEVATION

1.5 x DIA.

CULVERT

SUBGRADE

D I A

A

A

H

V

12"

DIA.

CULVERT

SUBGRADE

H

V

RIPRAP

WHERE

SPECIFIED

DITCH DAM

NATIVE MATERIAL

3'

6'

HEADWALL RIPRAP

CUT SLOPE

RIPRAP

INSTALL RIPRAP WHEN SPECIFIED

VARIES

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OUTLET DITCH

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

01 OUTLET DITCH DETAIL

01/29/2024 K METZ B ANDERSON 10

A

A

ROAD SURFACE

CULVERT

EXISTING GROUND

D

IT

C H

G R

A D

E

C U

L V

E R

T G

R A

D E

SECTION ALONG CENTERLINE CULVERT/OUTLET DITCH

SECTION A-A

CULVERT

DIA.

H

H

M I N

EXCAVATED MATERIAL

FROM DITCH SECTION.

SEE NOTE THIS SHEET

CULVERT

EXISTING GROUND

RIPRAP

(WHERE SPECIFIED)

NOTES:

1. DITCH AND BERM SHALL BE SEEDED

2. MATERIAL SHALL BE DEPOSITED

UNIFORMLY ON BOTH SIDES OF DITCH

3. INSTALL RIPRAP WHERE SPECIFIED

V A

R I E

S

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

01 DRAIN DIP DETAIL

01/29/2024 K METZ B ANDERSON 11

A(ft) B(ft) R(ft)

GRADE

TYPE I

TYPE II TYPE III

LENGTH TAPER ROUNDING

0-5

6-9

10-12

LENGTH TAPER ROUNDING LENGTH TAPER ROUNDING

0-5

6-9

10-12

0-5

6-9

30 30

30 50

30 60

2020 25

20 40

20 50

10 - 30

NOTES:

1. CROSS SLOPE OF THE LOW POINT DRAINLINE SHALL BE 5%.

2. SKEW OF DRAINLINE SHALL BE 0-25 DEGREES.

3. WHEN RIPRAP IS SPECIFIED AT OUTLET, IT SHALL BE SHAPED TO

ASSURE WATER GOES ONTO RIPRAP, NOT AROUND.

5. TAPER LENGTHS SHALL BE WITHIN 10% OF LISTED LENGTHS.

6. UNLESS OTHERWISE SPECIFIED DO NOT INTERCEPT THE

ROADWAY DITCH.

A(ft)

B(ft) R(ft)

A(ft)

B(ft)

R(ft)

B A B

R

R

DRAIN DIP PROFILE

EXISTING ROAD PROFILE

DRAIN DIP

NOT TO SCALE

GRADE

GRADE

10 - 30

M

I N

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CHECKEDDESIGNERDATE

DRAWING TITLE

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

01 SIGN DETAILS

01/29/2024 K METZ B ANDERSON 12

NOTES FOR SIGNS:

· ALL SIGNS SHALL CONFORM WITH MUTCD STANDARDS AND SHALL BE RETROREFLECTIVE

· ROUTE MARKERS SHALL BE 3" HIGH WHITE LETTERING ON A 5' BROWN CARSONITE

· MILE MARKER SHALL USE 5" WHITE NUMBERING, 2.5" WHITE LETTERING AND A 1" WHITE BORDER. A 3" EDGE SHALL BE LEFT UNMARKED FOR MOUNTING.

· MILE MARKER TO BE INSTALLED ON A U-CHANNEL POST

· MILE MARKER AND CATTLEGUARD AHEAD SIGNS SHALL BE ALUMINUM

· ROUTE MARKERS, MILE MARKERS, AND MODIFIED TYPE 2 OBJECT MARKERS SHALL BE LABELED ON FRONT AND BACK SO THEY ARE VISIBLE FROM BOTH DIRECTIONS

· TYPE 2 MODIFED OBJECT MARKER SHALL HAVE ALTERNATING 4" YELLOW AND 3" BLACK STRIPES ON A 5' WHITE CARSONITE

OM3-COM3-L OM3-R

AutoCAD SHX Text

PROJECT NAME

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

01 WORKLIST 1

01/29/2024 K METZ B ANDERSON 13

ROAD #624 - PAGE 1

ROAD #624 - PAGE 2

WORKLIST

Road # 624

BEG M.P. END M.P. PAY ITEM

0.00

WORK DESCRIPTION QTY UNIT

NOTES

JCT W/ HWY 95

BEGINNING OF PROJECT AT

FOREST SERVICE BOUNDARY MP

0.78

0.96

0.78

BEGIN CLEARING WITHIN THE

1.50 20209

61903

0.79

0.85

0.90

SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD (F)

CLEAN CATTLEGUARD

0.72

MILE

EACH

CLEARING LIMITS ACCORDING TO

SPECIFICATION.

CLEAN EXISTING 19' WIDE CATTLE

GUARD

EXISTING 18" CMP

EXISTING 18" CMP

EXISTING 18" CMP

END OF PAVED SURFACE -

IMPROVED NATIVE SURFACE

BEGINS

0.96

2.73 30315 ROADWAY RECONDITIONING, COMPACTION METHOD 2 1.77 MILE

CLEAN DITCHES, CATTLEGUARD,

CULVERT CATCHBASINS, INLETS

AND OUTLETS ACCORDING TO

SPECIFICATION.

30301 DITCH RECONDITIONING 0.18 MILE

CLEAN DITCHES ACCORDING TO

SPECIFICATION.

30103

0.99 1.00

30115

AGGREGATE SURFACE COURSE, GRADING F, COMPACTION METHOD (B)

COMMERCIAL SOURCE

CUBIC

YARD

AGGREGATE BASE, GRADING A, COMPACTION METHOD (B), COMMERCIAL

SOURCE

20.00

CUBIC

YARD

PLACE 12" DEPTH X 8' WIDTH X 75'

LENGTH TO CORRECT OUTSLOPE

ROAD IS HEAVILY OUTSLOPED -

PLACE 6" DEPTH X 8' WIDTH X 75'

LENGTH TO SHAPE ROAD BACK

TO A 2-4% INSLOPE.

1.00

1.01

EXISTING 18" CMP

CAMP ACCESS ROAD RIGHT - FILL

SLOPE

1.07

1.10

PRIVATE ACCESS ROAD LEFT -

TURN OUT ON RIGHT

EXISTING 24" CMP

REMOVE AND REPLACE 24" X 24'

60201B

1.14

PLACE 4" ASC LIFT X 15' ROAD

30115

20302

1.17 1.27 30115

AGGREGATE SURFACE COURSE, GRADING F, COMPACTION METHOD (B)

COMMERCIAL SOURCE

REMOVAL OF CULVERT, DISPOSAL METHOD A, COMPACTION METHOD 5

AGGREGATE SURFACE COURSE, GRADING F, COMPACTION METHOD (B)

COMMERCIAL SOURCE

CUBIC

YARD

EACH

CUBIC

YARD

PLACE 4" LIFT X 15' WIDE X 530'

LENGTH

WIDTH X +/-50' OVER CULVERT,

TAPER TO EDGE OF EXISITING

ROADWAY

24 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION

METHOD 2

36 FOOT

CMP W/ 24" X 36' CMP, ADDITIONAL

LENGTH FOR PLACING NEW

OUTLET 5' DEEPER THAN

EXISTING OUTLET

WORKLIST

Road # 624

BEG M.P. END M.P. PAY ITEM WORK DESCRIPTION QTY UNIT

NOTES

EXISTING 24" CMP

EXISTING 14' CATTLE GUARD

INSTALL A DUAL FACED TYPE 2

1.50

63304F TYPE 2 MODIFIED OBJECT MARKER (FOM2-2V) 2 EACH

MODIFIED OBJECT MARKER (FOM2-

2V) ACCORDING TO MUTCD

PLACEMENT STANDARDS.

1.50 2.73 20210

SPECIAL CLEARING AND GRUBBING, TYPE ROADWAY, DISPOSAL METHOD (K),

COMPACTION METHOD 2

1.23 MILE

1.54

EXISTING FOREST SERVICE

BOUNDARY SIGN ON CUT SLOPE

1.62

60201B

1.63

30115

20302

24 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION

METHOD 2

AGGREGATE SURFACE COURSE, GRADING F, COMPACTION METHOD (B)

COMMERCIAL SOURCE

REMOVAL OF CULVERT, DISPOSAL METHOD A, COMPACTION METHOD 5

42 FOOT

CUBIC

YARD

EACH

RE-ESTABLISH INSLOPE AND

REMOVE 12"+ DIAMETER ROCKS

1.82 FROM DITCH. INCIDENTAL TO PAY

ITEM 30315 - ROADWAY

RECONDITIONING.

1.85

1.98

2.06 2.24 30115

AGGREGATE SURFACE COURSE, GRADING F, COMPACTION METHOD (B)

COMMERCIAL SOURCE

CUBIC

YARD

EXISTING 24"CMP

EXISTING 18" CMP

PLACE 4" ASC LIFT X 15' WIDE X

950' LENGTH

EXISTING 18" CMP

REMOVE AND REPLACE 24" X 42'

CMP W/ 24" X 42' CMP

PLACE 4" ASC LIFT X 15' ROAD

WIDTH X +/-50' OVER CULVERT,

TAPER TO EDGE OF EXISITING

ROADWAY

EXCAVATE MATERIAL FROM THE

CUTSLOPE @ MP 2.24 OR AT A

2.22 2.24 20401 ROADWAY EXCAVATION, (b) COMPACTION METHOD 2, TOLERANCE CLASS I 60

CUBIC

YARD

LOCATION DIRECTED BY THE ER

AND PLACE AND COMPACT ON

THE INLET SIDE OF THE ROAD TO

CREATE 19' TRAVELWAY. WILL

REQUIRE 3' DEPTH X 6' WIDTH X

87' LENGTH. (EXISTING ROAD

WIDTH IS 13').

60201

2.23

PLACE 4" ASC LIFT X 19' ROAD

30115

20302

AGGREGATE SURFACE COURSE, GRADING F, COMPACTION METHOD (B)

COMMERCIAL SOURCE

REMOVAL OF CULVERT, DISPOSAL METHOD A, COMPACTION METHOD 5

CUBIC

YARD

EACH

WIDTH X +/-50' OVER CULVERT,

TAPER TO EDGE OF EXISTING

ROADWAY

18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION

METHOD 2

38 FOOT

REMOVE AND REPLACE 18" X 22'

CMP W/ 24" X 38' CMP. INLET HAS

TO BE EXTENDED BY 14' BEYOND

EXISTING - DUE TO ROAD

WIDENING ON CURVE.

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

01 WORKLIST 2

01/29/2024 K METZ B ANDERSON 14

ROAD #624 - PAGE 3 ROAD #9908 - PAGE 1

WORKLIST

Road # 624

BEG M.P. END M.P. PAY ITEM WORK DESCRIPTION QTY UNIT

NOTES

EXISTING CATTLEGAURD

REMOVE OUT OF SPECIFICATION

DELINIATORS ON CARSONITE

POSTS AND INSTALL A DUEL

2.24 63304F TYPE 2 MODIFIED OBJECT MARKER (FOM2-2V) 2 EACH FACED TYPE 2 MODIFIED OBJECT

MARKER (FOM2-2V) ACCORDING

TO MUTCD PLACEMENT

STANDARDS.

PRIVATE ACCESS ROAD - RIGHT

2.40 EXISTING 18" CMP

2.41

ROAD IS HEAVILY INSLOPED -

SHAPE ROAD TO 2-4% INSLOPE

INCIDENTAL TO PAY ITEM 30315,

ROADWAY RECONDITIONING.

2.52 EXISTING 18" CMP

EXISTING 19' TURNOUT RIGHT,

EXISTING RD WIDTH 29'. OVERALL

EXISTING FOOTPRINT IS ENOUGH

TO FACILITATE A TURN AROUND

2.73

END OF PROJECT

END PAY ITEM 20210 - SPECIAL

CLEARING AND GRUBBING

END PAY ITEM 30315 - ROADWAY

RECONDITIONING

WORKLIST

Road # 9908

BEG M.P. END M.P. PAY ITEM WORK DESCRIPTION QTY UNIT

NOTES

JCT W/ ROAD 2109 AT MP 2.20

BEGINNING OF PROJECT

0.51 20209 SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD (F) 0.51 MILE

BEGIN SELECTIVE CLEARING

WITHIN CLEARING LIMITS AND

ACCORDING TO SPECIFICATIONS.

CLEAN DITCHES,

0.00

1.06

30115

62502

0.10

0.18

EXISTING 15' 7" STOCK GATE

0.24

0.30

0.37

EXISTING 18" CMP

EXISTING 18" CMP

EXISTING TURNOUT ON FILL

SLOPE - LEFT

EXISTING 18" CMP

0.44

0.51

0.50

20401 ROADWAY EXCAVATION, (b) COMPACTION METHOD 2, TOLERANCE CLASS I 330

CUBIC

YARD

BEGIN ROAD WIDENING CUT 2'

WIDE X 12' HIGH X 370' LENGTH

EXISTING 18" CMP

20103 CLEARING AND GRUBBING, DISPOSAL METHOD (K) 0.03 MILE

BEGIN PAY ITEM 20103 CLEARING

AND GRUBBING AT MP 0.51 AND

END CLEARING AND GRUBBING

AT MP 0.54. (PLACE

MERCHANTABLE TIMBER AT A

LOCATION APPROVED BY THE

ER).

0.51 0.54

20401 ROADWAY EXCAVATION, (b) COMPACTION METHOD 2, TOLERANCE CLASS I 75

CUBIC

YARD

EXCAVATE ROADBED 2' DEPTH X

15' WIDTH X 130' LENGTH TO

CHANGE APPROACH GRADE TO -

10%. TAPER FROM 2' DEPTH TO

EXISTING GRADE @ MP 0.54

20401 ROADWAY EXCAVATION, (b) COMPACTION METHOD 2, TOLERANCE CLASS I 1400

CUBIC

YARD

EXCAVATE CUTSLOPE 10' WIDTH

X 21' HEIGHT X 180' LENGTH TO

WIDEN ROAD TO A 19' MINIMUM

TRAVELWAY.

0.56

0.54

1.06

1.05

20401

20209

20424

ROADWAY EXCAVATION, (b) COMPACTION METHOD 2, TOLERANCE CLASS I

SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD (F)

WASTE END HAUL

0.52

CUBIC

YARD

MILE

HAUL EXCESS MATERIAL

CUBIC

YARD

GENERATED FROM EXCAVATION

TO TURN AROUND SITE AT MP

1.05

0.56 0.59 20401 ROADWAY EXCAVATION, (b) COMPACTION METHOD 2, TOLERANCE CLASS I 300

CUBIC

YARD

TAPER ROAD FROM MP 0.56 FOR

130' TO EXISTING GRADE AT

APPROXIMATELY MP 0.59. (5'

HEIGHT X 19' WIDTH X 130'

LENGTH) / 2

USE MATERIAL GENERATED

FROM ROAD WIDENING TO

TAPER ROAD FROM MP 0.54 TO

GAIN 5' IN ELEVATION AT MP 0.56

(5' HEIGHT X 19' WIDTH X 106'

LENGTH / 2)

30315 ROADWAY RECONDITIONING, COMPACTION METHOD 2

AGGREGATE SURFACE COURSE, GRADING F, COMPACTION METHOD (B)

COMMERCIAL SOURCE

TURF ESTABLISHMENT, DRY METHOD SEEDING, DRY METHOD MULCHING

1.06 MILE

0.49

CUBIC

YARD

ACRE

CATTLEGUARDS, CULVERT

CATCHBASINS, INLETS AND

OUTLETS ACCORDING TO

SPECIFICATION.

PLACE 4" ASC LIFT X 15' WIDTH X

5597' LENGTH

APPLY SEEDING TO DISTURBED

EARTHWORK ACCORDING TO

SPECIFICATIONS

EXISTING 18" CMP

EXISTING 18" CMP

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

01 WORKLIST 3

01/29/2024 K METZ B ANDERSON 15

ROAD #9908 - PAGE 2 ROAD #2109 - PAGE 1

WORKLIST

Road # 9908

BEG M.P. END M.P. PAY ITEM

0.60

60201

0.73

20302

0.81

0.90

0.99

18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION

METHOD 2

REMOVAL OF CULVERT, DISPOSAL METHOD A, COMPACTION METHOD 5

FOOT

EACH

EXISTING 18" CMP

EXISTING 18" CMP

EXISTING 18" CMP

1.05 20415

EMBANKMENT CONSTRUCTION, (b) COMPACTION METHOD 2, TOLERANCE

CLASS I

1.05 1.06 20103 CLEARING AND GRUBBING, DISPOSAL METHOD (K)

CUBIC

YARD

0.01 MILE

CONSTRUCT TURN AROUND AND

EXTEND ENBANKMENT WITH

REMAINING MATERIAL

GENERATED FROM EXCAVATION

FROM MP 0.51 - MP 0.54

BEGIN CLEARING AND GRUBBING

TO CONSTRUCT TURNAROUND

END OF PROJECT

END PAY ITEM 20209 - SELECTIVE

CLEARING

1.06

END PAY ITEM 30315 - ROADWAY

RECONDITIONING

END PAY ITEM 30115 -

AGGREGATE SURFACE COURSE

WORK DESCRIPTION QTY UNIT

NOTES

EXISTING 18" CMP

REMOVE AND REPLACE EXISTING

18" X 40' CMP W/ 18" X 40' CMP

WORKLIST

Road # 2109

BEG M.P. END M.P. PAY ITEM WORK DESCRIPTION QTY UNIT

NOTES

JCT W/ ROAD 517 AT MP 9.25

BEGINNING OF PROJECT

2.20

0.00

2.20 30315 ROADWAY RECONDITIONING, COMPACTION METHOD 2 2.20 MILE

20209 SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD (F) 2.20 MILE

CLEAN DITCHES,

CATTLEGUARDS, CULVERT

CATCHBASINS, INLETS AND

OUTLETS ACCORDING TO

SPECIFICATION.

EXISITING 18" CMP

EXISTING 13.5' LONG STEEL

STOCK GATE. EXISTING RD 2109

IDENTIFICATION SIGN ON CUT

SLOPE

0.02

63304D

63304E

OBJECT MARKER SIGN (OM3-L), METAL PANEL, TYPE III SHEETING WITH ANTI-

THEFT HARDWARE (NUTS AND BOLTS)

OBJECT MARKER SIGN (OM3-R), METAL PANEL, TYPE III SHEETING WITH ANTI-

THEFT HARDWARE (NUTS AND BOLTS)

1 EACH

1 EACH

REMOVE AND REPLACE EXISTING

TYPE 3 OBJECT MARKER ON

GATE (OM3-L)

REMOVE AND REPLACE EXISTING

TYPE 3 OBJECT MARKER ON

GATE (OM3-R)

EXISTING 18" CMP

0.17 63304C

OBJECT MARKER SIGN (OM2-2V), METAL PANEL, TYPE III SHEETING WITH ANTI-

THEFT HARDWARE (NUTS AND BOLTS)

0.34

0.56

1 EACH

EXISTING 16' STEEL STOCK

GATE, REMOVE AND REPLACE

TYPE 2 OBJECT MARKER

EXISTING 18" CMP

EXISTING 18" CMP, W/ DOWN

SPOUT

0.69

EXISTING 18" CMP, W/ DOWN

SPOUT

0.72

EXISTING TURNOUT ON FILL

SLOPE/LEFT

0.84

EXISTING 18" CMP, W/ DOWN

SPOUT

0.91

EXISTING TURNOUT ON FILL

SLOPE/LEFT

0.97

EXISTING 18" CMP, W/ DOWN

SPOUT

1.00 63301

FURNISH AND INSTALL SIGN AND POST WITH ANTI-THEFT HARDWARE (NUTS

AND BOLTS)

1.15

1.31 20401 ROADWAY EXCAVATION, (b) COMPACTION METHOD 2, TOLERANCE CLASS I

1.35

CUBIC

YARD

1 EACH

REMOVE AND REPLACE EXISITNG

BROKEN MP 1 SIGN AND METAL U-

POST

EXISTING 18" CMP

RECONSTRUCT CATCH BASIN TO

ESTABLISH PROPER DRAINAGE.

EXISTING TURNOUT ON FILL

SLOPE/LEFT

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

01 WORKLIST 4

01/29/2024 K METZ B ANDERSON 16

ROAD #2109 - PAGE 2

ROAD #517 - PAGE1

WORKLIST

Road # 2109

BEG M.P. END M.P. PAY ITEM

1.48

1.64

1.71

1.74

WORK DESCRIPTION QTY UNIT

NOTES

EXISTING 18" CMP

EXISTING 18" CMP, W/ DOWN

SPOUT

EXISITING 18" CMP

EXISITING TURNOUT ON FILL

SLOPE - LEFT

EXISITNG CATTLE GUARD AND

STOCK GATE

63304D

OBJECT MARKER SIGN (OM3-L), METAL PANEL, TYPE III SHEETING WITH ANTI-

THEFT HARDWARE (NUTS AND BOLTS)

1.79

63304E

OBJECT MARKER SIGN (OM3-R), METAL PANEL, TYPE III SHEETING WITH ANTI-

THEFT HARDWARE (NUTS AND BOLTS)

63304C

OBJECT MARKER SIGN (OM2-2V), METAL PANEL, TYPE III SHEETING WITH ANTI-

THEFT HARDWARE (NUTS AND BOLTS)

63304F TYPE 2 MODIFIED OBJECT MARKER (FOM2-2V)

1 EACH

REMOVE AND REPLACE EXISTING

TYPE THREE OBJECT MARKERS

(OM3-L) ON EXISTING STOCK

GATE.

1 EACH

REMOVE AND REPLACE EXISTING

TYPE THREE OBJECT MARKERS

(OM3-R) ON EXISTING STOCK

GATE.

1 EACH

REPLACE MISSING TYPE 2

OBJECT MARKER (OM2-2V)

2 EACH

INSTALL A DUAL FACED TYPE 2

MODIFIED OBJECT MARKER

(FOM2-2V) ACCORDING TO

MUTCD PLACEMENT

STANDARDS.

1.84

60201

1.93

20302

30115

18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION

METHOD 2

REMOVAL OF CULVERT, DISPOSAL METHOD A, COMPACTION METHOD 5

AGGREGATE SURFACE COURSE, GRADING F, COMPACTION METHOD (B)

COMMERCIAL SOURCE

EXISTING 18" CMP

FOOT

EACH

CUBIC

YARD

PLACE 4" ASC +/- 50' X ROAD

WIDTH

EXISTING 18" CMP

2.00

63301

FURNISH AND INSTALL SIGN AND POST WITH ANTI-THEFT HARDWARE (NUTS

AND BOLTS)

2.18

1 EACH

INSTALL "MILE MARKER 2" SIGN

ON METAL U-POST

EXISTING 18" CMP, W/ DOWN

SPOUT

END OF PROJECT - JCT W/ ROAD

2.20

END PAY ITEM 20209 - SELECTIVE

CLEARING

END PAY ITEM 30315 - ROADWAY

RECONDITIONING

REMOVE AND REPLACE EXISITNG

18"X40 CMP W/ 18"X40' CMP

WORKLIST

Road # 517

BEG M.P. END M.P. PAY ITEM

0.00

WORK DESCRIPTION QTY UNIT

NOTES

JCT W/ HIGHWAY 95 AT MP 194

BEGINNING OF PROJECT AT FOREST

SERVICE BOUNDARY MP 4.62

CLEAN DITCHES, CATTLEGUARDS,

30315

4.62

9.25

30115

62502

AGGREGATE SURFACE COURSE, GRADING F, COMPACTION METHOD (B)

COMMERCIAL SOURCE

TURF ESTABLISHMENT, DRY METHOD SEEDING, DRY METHOD MULCHING

0.04

CUBIC

YARD

ACRE

PLACE 4" ASC LIFT X RD WIDTH (18'

WIDE AVG.) X 4.63 MI LENGTH

APPLY SEEDING TO DISTURBED

EARTHWORK ACCORDING TO

SPECIFICATIONS

EXISTING 14' WIDE CATTLEGAURD

4.64

4.67

4.78

60201

4.88

20401

20302

5.00

5.01

5.02

5.20

5.28

5.33

5.44

5.59

ROADWAY EXCAVATION, (b) COMPACTION METHOD 2, TOLERANCE CLASS I

REMOVAL OF CULVERT, DISPOSAL METHOD A, COMPACTION METHOD 5

18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION METHOD

EXISTING ROAD - LEFT

EXISITNG 18" CMP

EXISTING 48" DROP INLET, W/ 18" CMP

62 FOOT

CUBIC

YARD

EACH

EXISTING MP 5 SIGN

EXISITNG 18" CMP

JCT W/ ROAD 517C - (RIGHT) - TURNOUT

/ CAMP SITE - (LEFT)

EXISTING 48" DROP INLET, W/ 18" CMP

EXISTING 18" CMP

EXISITNG ROAD - RIGHT / CAMP SITE

EXISTING 18" CMP

EXISTING 18" CMP

EXISTING 72" SQUASHED CMP

5.71

30103

AGGREGATE BASE, GRADING A, COMPACTION METHOD (B), COMMERCIAL

SOURCE

5.79

5.89

5.93

6.00

6.01

CUBIC

YARD

PLACE 18" ABC LIFT X 6' WIDE X +/- 20'

TO FIX SLUMP ON INSIDE SHOULDER OF

CURVE

EXISTING 18" CMP

EXISTING 18" CMP

JCT. W/ ROAD 76004 - LEFT

EXSITING MP 6 SIGN

EXISTING 18" CMP

REMOVE AND REPLACE 18" X 60' CMP

W/ 18" X 62 CMP - ENSURE EFFECTIVE

DRAINAGE.

ADDITIONAL EXCAVATION DUE TO DEEP

FILL CULVERT REPLACEMENT.

ROADWAY RECONDITIONING, COMPACTION METHOD 2 4.63 MILE

CULVERT CATCHBASINS, INLETS AND

OUTLETS ACCORDING TO

SPECIFICATION.

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

01 WORKLIST 5

01/29/2024 K METZ B ANDERSON 17

ROAD #517 - PAGE 2

ROAD #517 - PAGE 3

WORKLIST

Road # 517

BEG M.P. END M.P. PAY ITEM

6.16

6.29

6.37

6.45

6.54

6.58

60201

6.68

20401

20302

6.71

6.76

6.94

7.00

7.17

ROADWAY EXCAVATION, (b) COMPACTION METHOD 2, TOLERANCE CLASS I

REMOVAL OF CULVERT, DISPOSAL METHOD A, COMPACTION METHOD 5

18 INCH PIPE CULVERT, CORRUGATED STEEL, 16 GAGE, COMPACTION METHOD

48 FOOT

CUBIC

YARD

EACH

EXISTING "CAMPING REGULATORY"

SIGN ON 6"X6" WOOD POSTS

EXISITNG 18" CMP

EXISTING 18" CMP

EXISTING MP 7 SIGN

EXISITNG 18" CMP

BEGIN SELECTIVE CLEARING WITHIN

7.24 9.25 20209 SELECTIVE CLEARING, TYPE ROADSIDE, DISPOSAL METHOD (F)

7.34

7.37

7.62

7.70

7.83

7.89

7.97

8.00

8.03

8.19

8.45

8.52

63301

FURNISH AND INSTALL SIGN AND POST WITH ANTI-THEFT HARDWARE (NUTS

AND BOLTS)

1 EACH

2.04 MILE CLEARING LIMITS AND ACCORDING TO

SPECIFICATIONS.

EXISTING 18" CMP

EXISITNG 18" CMP

EXISTING 48" DROP INLET, W/ 18" CMP

EXISTING 18" CMP

EXISTING 18" CMP

ROAD 517D - RIGHT

EXISTING 18" CMP

REMOVE EXISTING POST AND INSTALL

MILE MARKER 8 SIGN ON METAL POST

EXISTING 18" CMP

EXISTING 18" CMP

EXISTING 18" CMP

EXISTING 18" CMP

WORK DESCRIPTION QTY UNIT

NOTES

EXISTING 18" CMP

JCT. W/ ROAD 76301 - RIGHT

EXISTING 24" CMP

EXISTING 18" CMP

EXISITNG 18" CMP

EXISTING 18" CMP

REMOVE AND REPLACE 18" X 48' W/ 18"

X 48' CMP

ADDITIONAL EXCAVATION DUE TO DEEP

FILL CULVERT REPLACEMENT.

WORKLIST

Road # 517

BEG M.P. END M.P. PAY ITEM

8.66

8.80

8.89

8.93

8.95

9.00

9.04

9.13

9.21

63301

FURNISH AND INSTALL SIGN AND POST WITH ANTI-THEFT HARDWARE (NUTS

AND BOLTS)

1 EACH

WORK DESCRIPTION QTY UNIT

NOTES

EXISTING 18" CMP

EXISTING 18" CMP

EXISTING 18" CMP

JCT. W/ ROAD 76006 - LEFT

EXISTING 18" CMP

INSTALL MILE MARKER 9 SIGN ON

METAL POST

EXISTING 18" CMP

EXISTING 18" CMP

EXISTING 18" CMP

END OF PROJECT

END PAY ITEM 30315 - ROADWAY

RECONDITIONING

9.25

END PAY ITEM 30115 - AGGREGATE

SURFACE COURSE

END PAY ITEM 20209 - SELECTIVE

CLEARING

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CHECKEDDESIGNERDATE

DRAWING TITLE

PROJECT NAME

United States Department of Agriculture Forest Service

NO. DATEBYREVISION DESCRIPTION

SALMON RIVER RANGER DISTRICT

NEZ PERCE / CLEARWATER NATIONAL FOREST

WINDY HELICOPTERS STEWARDSHIP IRSC

NORTHERN REGION

01 WORKLIST 6

01/29/2024 K METZ B ANDERSON 18

ROAD #517C - PAGE 1

WORKLIST

Road # 517C

BEG M.P. END M.P. PAY ITEM

0.08

0.00

0.08 30103

21201

WORK DESCRIPTION

LINEAR GRADING, COMPACTION METHOD 2, DISPOSAL METHOD (F)

AGGREGATE BASE, GRADING A, COMPACTION METHOD (B), COMMERCIAL

SOURCE

QTY

0.08

UNIT

MILE

CUBIC

YARD

0.07 0.08 20415

EMBANKMENT CONSTRUCTION, (b) COMPACTION METHOD 2, TOLERANCE

CLASS I

CUBIC

YARD

0.08

NOTES

JCT W/ ROAD 517 AT MP 5.02

BEGINNING OF PROJECT

PLACE 6" ABC LIFT X 16' WIDE X

422' LENGTH

EXISTING 12" CMP

CONSTRUCT TURN AROUND

25' X 50' x 1' HIGH

END OF PROJECT

END PAY ITEM 21201 - LINEAR

GRADING

END PAY ITEM 30103 -

AGGREGATE BASE COURSE

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Sheets and Views
1 TITLE
2 PROJECT MAP
3 SUMMARY OF QUANTITIES & GENERAL NOTES
4 TYPICAL SECTIONS
5 TURNOUT AND TURNAROUND DETAILS
6 CURVE WIDENING
7 CULVERT DETAIL
8 CULVERT WITH CATCH BASIN DETAIL
9 CATCH BASIN DETAIL
10 OUTLET DITCH DETAIL
11 DRAIN DIP DETAIL
12 SIGN DETAILS
13 WORKLIST 1
14 WORKLIST 2
15 WORKLIST 3
16 WORKLIST 4
17 WORKLIST 5
18 WORKLIST 6
2024-02-05T11:21:31-0800
KALVEN METZ
2024-02-05T11:43:07-0800
JEFFREY SHINN
2024-02-13T12:35:10-0800
SUSAN GRAVES
2024-02-13T15:53:43-0800
CHERYL F. PROBERT

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