Seed Project Brush Creek Drawings.pdf

U.S. DEPARTMENT OF AGRICULTURE

FOREST SERVICE, REGION 1

KOOTENAI NATIONAL FOREST

THREE RIVERS RANGER DISTRICT

CONSTRUCTION PLANS FOR:

BRUSH CREEK CURVE WIDENING

NFSR 4402 MP 1.401

VICINITY MAP

MATERIAL SOURCES

CONTRACTOR FURNISHED

STRUCTURAL BACKFILL

RIPRAP

AGGREGATE SURFACE COURSE

SEED MIX

GOVERNMENT FURNISHED

ROADWAY EMBANKMENT (AIRPORT PIT)

WASTE SITE

ENGINEERS

PLANNERS

SURVEYORS

PROJECT

LOCATION

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INDEX TO SHEETS

NO. DESCRIPTION

1 TITLE SHEET

2 ESTIMATED QUANTITIES & GENERAL NOTES

3 ROAD TYPICAL SECTION & SITE CONTROL

4 ROAD PLAN & PROFILE

5 CULVERT GENERAL LAYOUT

6 DRAINAGE DIP DETAIL

XS1 - XS2 ROAD CROSS SECTIONS T 32N

T 31N

PROJECT LOCATION:

LATITUDE: 48° 29' 55.5" N

LONGITUDE: 115° 56' 4.8" W

PROJECT

LOCATION

AIRPORT PIT

AIRPORT PIT LOCATION:

LATITUDE: 48.481884° N

LONGITUDE: 115.902331° W

02.16.2024 kemeredith Line kemeredith Line kemeredith Line

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

E

2/

/2 4 1

5:

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REGION 1

NORTHERN REGION

BRUSH CREEK

CURVE WIDENING

KOOTENAI

NATIONAL

FOREST

THREE RIVERS RANGER

DISTRICT

ESTIMATED

QUANTITIES &

GENERAL NOTES

FEBRUARY 2024

T. KOCHER

T. KOCHER

P. DRUYVESTEIN

7140.038

6 2

EXISTING UTILITIES: NO EXISTING UTILITIES ARE EXPECTED. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO ANY EXCAVATION ACTIVITIES AND COORDINATING WITH THE APPROPRIATE UTILITY COMPANIES TO HAVE UTILITIES MOVED AS NECESSARY TO COMPLETE THE PROJECT. DAMAGE TO ANY EXISTING UTILITIES WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

SPECIFICATIONS: CONSTRUCT THE PROJECT IN COMPLIANCE WITH FEDERAL HIGHWAY ADMINISTRATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROAD AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) AND APPLICABLE FOREST

SERVICE SUPPLEMENTAL SPECIFICATIONS (FSSS).

SOIL EROSION CONTROL PLAN: CONTRACTOR TO SUBMIT A SOIL EROSION AND SEDIMENT CONTROL PLAN TO THE CONTRACTING OFFICER FOR APPROVAL AT LEAST THIRTY (30) DAYS PRIOR TO BEGINNING WORK. SEE SECTION 157 OF THE

SUPPLEMENTAL SPECIFICATIONS FOR DETAILS.

REMOVAL AND DISPOSAL: ALL MATERIALS DESIGNATED FOR REMOVAL BECOME THE PROPERTY OF THE CONTRACTOR AND ARE TO BE DISPOSED OF BY REMOVING FROM THE FOREST IN AN ENVIRONMENTALLY SAFE MANNER IN ACCORDANCE WITH

ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

TEMPORARY TRAFFIC CONTROL: CONTRACTOR TO SUBMIT A TEMPORARY TRAFFIC CONTROL PLAN TO THE CONTRACTING OFFICER FOR APPROVAL AT LEAST 30 DAYS PRIOR TO INTENDED USE. THE ROAD IS OPEN TO PUBLIC TRAFFIC & RESIDENCES EXIST BEYOND THE PROJECT SITE. ROAD CLOSURES SHALL BE IN ACCORDANCE WITH SECTION 156 OF THE SPECIFICATIONS.

ITEM NO. ITEM DESCRIPTION UNIT QUANTITY COMMENTS

15101 MOBILIZATION LUMP SUM ALL LSQ INCLUDES TEMPORARY TRAFFIC CONTROL & SOIL EROSION & SEDIMENT CONTROL.

15201 CONSTRUCTION SURVEY & STAKING LUMP SUM ALL LSQ LICENSED SURVEYOR REQUIRED

20102 CLEARING & GRUBBING, DISPOSAL METHOD F, COMPACTION METHOD 2 ACRE 0.17 CQ

20302 REMOVAL OF EXISTING CULVERT, METHOD A EACH 1 AQ

20401 DRAINAGE EXCAVATION, DRAIN DIP, COMPACTION METHOD 2,

TOLERANCE CLASS A

EACH 1

20415 EMBANKMENT CONSTRUCTION, COMPACTION PLACEMENT METHOD 2,

TOLERANCE CLASS A CUBIC YARD 625 CQ GOVERNMENT FURNISHED MATERIAL AVAILABLE FROM AIRPORT PIT. QUANTITY SHOWN IS IN-PLACE

QUANTITY, NOT ADJUSTED FOR SHRINK/SWELL.

25101 PLACED RIPRAP, CLASS 3 CUBIC YARD 130 CQ CONTRACTOR FURNISHED MATERIAL FROM A COMMERCIAL SOURCE

30207 AGGREGATE SURFACE COURSE, COMPACTION METHOD 2 CUBIC YARD 125 CQ CONTRACTOR FURNISHED MATERIAL FROM A COMMERCIAL SOURCE. IN-PLACE QUANTITY, NOT ADJUSTED

FOR SHRINK/SWELL

30302 DITCH RECONDITIONING LINEAR FOOT 115 CQ

60202 72-INCH DIAMETER PIPE CULVERT, GALVANIZED STEEL, 0.064-INCH

THICKNESS LINEAR FOOT 72 AQ INCLUDES BEDDING & BACKFILL MATERIAL

62503 SEEDING, DRY METHOD SQUARE

YARD 800 CQ CONTRACTOR FURNISHED SEED

GENERAL NOTES

ESTIMATED QUANTITIES

EXISTING FEATURES

EXISTING EDGE OF WATER

EXISTING EDGE OF GRAVEL

LEGEND

EXISTING MAJOR CONTOUR (5')

EXISTING MINOR CONTOUR (1')

ABBREVIATIONSLEGEND

AQ ACTUAL QUANTITY

CL CENTERLINE

CO CONTRACTING OFFICER

COR CONTRACTING OFFICER'S REPRESENTATIVE

CP CONTROL POINT

CQ CONTRACT QUANTITY

DIA, Ø DIAMETER

EL, ELEV ELEVATION

FSSS FOREST SERVICE SUPPLEMENTAL SPECIFICATIONS

FT, ' FEET OR MINUTES OF DEGREES

IN, " INCH OR SECONDS OF DEGREES

LSQ LUMP SUM QUANTITY

MAX MAXIMUM

MIN MINIMUM

N/A NOT APPLICABLE

NLT NO LATER THAN

NO, # NUMBER

NTS NOT TO SCALE

RD ROAD

RPC RED PLASTIC CAP

STA STATION

TYP TYPICAL

EXISTING CULVERT

AQ DRAIN DIP LOCATION SHOWN ON SHEET 4 IS APPROXIMATE. SEE PROPOSED CUT SLOPE ON SHEET XS2.

MINOR ADJUSTMENTS IN LOCATION MAY BE AGREED TO.

CENTERLINE POINTS

POINT #

NORTHING

1613146.1746

1613120.4723

1613111.2863

1613085.0990

1613070.9256

1613049.6654

1613025.2090

1613017.4425

1613010.8171

1613017.9789

1613030.3164

1613049.7789

1613065.1945

1613076.8575

1613087.1717

1613107.1955

1613134.7711

1613161.8525

1613179.6107

1613197.1173

1613198.9592

1613214.5599

1613239.6755

EASTING

410639.5112

410612.2421

410602.9767

410576.9052

410562.7944

410541.6283

410517.2801

410507.2230

410480.6588

410456.9889

410443.4032

410434.5867

410433.8552

410436.6272

410440.4623

410448.2358

410460.0452

410472.9479

410482.1470

410491.8163

410492.8693

410501.5986

410513.0129

ELEVATION

0.00

2014.72

2015.26

2016.75

2017.31

2017.60

2017.21

2017.02

2016.62

2016.32

2016.30

2016.52

2016.83

2017.17

2017.54

2018.41

2019.64

2020.87

2021.68

2022.50

2022.59

2023.32

0.00

DESCRIPTION

STA 50+62.52 - PC

STA 51+00 - ROAD CL - BEGIN CONSTRUCTION

STA 51+13.05 - ROAD CL - PT

STA 51+50 - ROAD CL

STA 51+70 - ROAD CL - BEGIN TRANSITION

STA 52+00 - ROAD CL

STA 52+34.51 - ROAD CL - PC

STA 52+47.25 - ROAD CL - END TRANSITION

STA 52+75 - ROAD CL

STA 53+00 - ROAD CL

STA 53+18.46 - ROAD CL - CULVERT CL

STA 53+40 - ROAD CL

STA 53+55.50 - ROAD CL - BEGIN TRANSITION

STA 53+67.52 - ROAD CL - PT

STA 53+78.52 - ROAD CL - PC

STA 54+00 - ROAD CL

STA 54+30 - ROAD CL - END TRANSITION

STA 54+60 - ROAD CL

STA 54+80 - ROAD CL

STA 55+00 - ROAD CL

STA 55+02.12 - ROAD CL - PC

STA 55+20 - ROAD CL - END CONSTRUCTION

STA 55+47.60 - PT

CONTROL POINT TABLE

POINT #

CP-1

CP-2

CP-3

NORTHING

1613247.86

1613274.96

1613027.19

EASTING

410740.42

410535.73

410494.90

ELEVATION

2006.81

2028.64

2015.54

DESCRIPTION

SET RPC

SET RPC

SET RPC

POINT TABLE

POINT #

CP-6000

CP-6001

NORTHING

1613013.80

1613057.13

EASTING

410421.53

410479.02

ELEVATION

2004.15

2003.05

DESCRIPTION

CULVERT INVERT

CULVERT INVERT

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

E

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REGION 1

NORTHERN REGION

BRUSH CREEK

CURVE WIDENING

KOOTENAI

NATIONAL

FOREST

THREE RIVERS RANGER

DISTRICT

ROAD TYPICAL

SECTION & SITE

CONTROL

FEBRUARY 2024

T. KOCHER

T. KOCHER

P. DRUVESTEIN

7140.038

6 3

N

SCALE IN FEET

0 50 100

EXISTING 72" Ø

CULVERT

EXISTING EDGE

OF GRAVEL

CP-1

CP-2

7'-0" TYP.

7'-0" MIN.

25'-0" MAX.

14'-0" MIN.

32'-0" MAX.

5'-0" MIN.

5'-0" MIN.

-3%

1.33

PROFILE

GRADE

ROAD CENTERLINE POINTS

AGGREGATE SURFACE COURSE,

4" COMPACTED THICKNESS

CENTERLINE

ROAD

CLEARING LIMITS

CLEAR TO: TOE OF FILL, CUT DAYLIGHT, OR 5' MIN. SHOWN.

CP-3

BRUSH

CREEK

NFSR 44

EXISTING GABION

BASKET WALL

COMPACTED NATIVE MATERIAL

OR ROADWAY EMBANKMENT

-3%

EXISTING GROUND

FINISHED GROUND

ROAD TYPICAL SECTION

NTS

PROJECT CONTROL MAP

CONTROL POINTS

SEE PROJECT CONTROL MAP FOR POINT LOCATIONS

1.25

CUVLERT LAYOUT POINTS

NOTE: SEE SHEET 5 FOR CULVERT LAYOUT POINT LOCATIONS.

NOTE: CUT SLOPE

CONSTRUCTION ONLY

NECESSARY THROUGH DRAINAGE

DIP REGION, STA 54+25 - 55+15

N/A

N/A

NOTE: CENTERLINE POINTS ARE AT PROFILE GRADE AT STATIONS SHOWN. ALSO,

POINTS WITH ELEVATIONS DESIGNATED AS N/A ARE PROVIDED FOR INFORMATIONAL

PURPOSES ONLY & ARE NOT WITHIN THE LIMITS OF CONSTRUCTION.

50+00 51+00 52+00 53+00 54+00 55+00 55+67

4.09% -1.45% 4.09%

ST

A

+0 0.

EL

4.

ST

A

+2 0.

EL

3.

PVI STA: 53+35.00

PVI ELEV: 2015.75

K: 18.04

LVC: 100.00

BV

C

S:

2+

.0

BV

C

E:

6.

EV

C

S:

3+

.0

EV

C

E:

7.

PVI STA: 51+80.00

PVI ELEV: 2018.00

K: 13.52

LVC: 75.00

BV

C

S:

1+

.5

BV

C

E:

6.

EV

C

S:

2+

.5

EV

C

E:

7.

20102005

55+67

50+00 51+00 52+00

53+00

54+00

55+00

BP: 50+00.00

EP: 55+67.06

PC: 52+34.51

PC: 50+62.52

PC: 53+78.52

PC: 55+10.25

PT: 53+67.52

PT: 51+13.05

PT: 55+02.12

PT: 55+47.60

L=133.01' Δ=155°31'24" R=49.00

STA:52+97.03

OFF:53.38'L

STA:53+01.40

OFF:48.88'L

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

E

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REGION 1

NORTHERN REGION

BRUSH CREEK

CURVE WIDENING

KOOTENAI

NATIONAL

FOREST

THREE RIVERS RANGER

DISTRICT

ROAD PLAN &

PROFILE

FEBRUARY 2024

T. KOCHER

T. KOCHER

P. DRUVESTEIN

7140.038

CENTERLINE ROAD

FINISHED GRADE

EXISTING GROUND AT

CENTERLINE ROAD

N

SCALE IN FEET

0 25 50

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17")

BRUSH

CREEK

NFSR 4402

PLAN

PROFILE

REMOVE & DISPOSE OF EXISTING

72" Ø CULVERT. REPLACE WITH

NEW 72" Ø CULVERT, SEE SHEET 5

GRADE TURNOUT RADII

TO BLEND INTO

EXISTING INTERSECTION

25'

7'

7'

ST

A

+7

7', TYP.

CONSTRUCTION

LIMITS, TYP.

STA 54+30

20'10

NEW EDGE

OF ROAD

NEW ROAD

CENTERLINE

NEW 72"Ø

CULVERT

STA 51+00

BEGIN CONSTRUCTION

STA 53+55.50

STA 52+47.25

STA 55+20

END CONSTRUCTION

STA 53+15 - 54+30 LT

DITCH RECONDITIONING

PROTECT IN PLACE

EXISTING GABION WALL

EXISTING GROUND

CONTOUR, TYP.

DRAINAGE DIP

STA 54+25 - 55+15

LOWBOY DRAINAGE DIP, SEE DETAIL

SHEET 6, & CUT SLOPE CONSTRUCTION

INDIRECT TO ITEM 20401

TOP OF CUT, TYP

R30'-0"

PROPOSED STREAM

30+40 31+00 31+80

INVERT EL 2003.05

FG EL 2016.13

AT CENTERLINE ROAD

INVERT EL 2004.15

31+00

32+00 32+11

20102015

52+00

53+00

EXISTING GROUND

72'

N

SCALE IN FEET

0 10 20

CONTOUR INTERVAL = 1'

(PLOT SIZE = 11" x 17") DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

E

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5:

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REGION 1

NORTHERN REGION

BRUSH CREEK

CURVE WIDENING

KOOTENAI

NATIONAL

FOREST

THREE RIVERS RANGER

DISTRICT

CULVERT

GENERAL LAYOUT

FEBRUARY 2024

T. KOCHER

T. KOCHER

P. DRUVESTEIN

7140.038

NEW 72" Ø GALVANIZED

STEEL CULVERT

BRUSH

CREEK

NFSR 4402

PLAN

PROFILE

REMOVE & DISPOSE

OF EXISTING 72" Ø

CULVERT

CONSTRUCTION

LIMITS, TYP.

REMOVE & DISPOSE

OF EXISTING 72" Ø

CULVERT

RD CL STA 53+18.44

CULVERT CL STA 31+02.41

ROAD CENTERLINE

EDGE OF ROAD

NEW 72" Ø GALVANIZED

STEEL CULVERT

INLET RIPRAP,

TYP. SEE DETAIL

THIS SHEET

OUTLET RIPRAP, SEE

DETAIL THIS SHEET

CULVERT

CENTERLINE

5.9'

MIN.

COVER

EXCAVATION TYPICAL SECTION

ROADWAY

EMBANKMENT

MATERIAL

BACKFILL

MATERIAL

6" THICK BEDDING

MATERIAL

AGGREGATE

SURFACE COURSE

FINISHED GRADE

EXISTING

GROUND

NEW

CULVERT

EXCAVATION ACCORDING TO

OSHA REQUIREMENTS. 1H:1V

SHOWN HERE FOR QUANTITY

INFORMATION ONLY

1' MIN

BACKFILL

COVER

NOTE:

ALL STRUCTURE EXCAVATION, BACKFILL, & BEDDING MATERIALS

ARE INDIRECT TO OTHER ITEMS IN THE BID SCHEDULE IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

OUTLET RIPRAP DETAIL

NOT TO SCALE

INLET RIPRAP DETAIL

NOT TO SCALE

EXISTING GROUND

EXISTING GROUND

FINSIHED GRADE

NEW CULVERT

PLACED RIPRAP, CLASS

3, 20 CY AT INLET,

KEYED INTO FILL SLOPE

3'

3'

3'

1.33

1.33

PLACED RIPRAP, CLASS

3, 45 CY AT OUTLET,

KEYED INTO FILL SLOPE

NEW CULVERT

FINSIHED GRADE

10'

3'

3'

OUTLET RIPRAP,

SEE DETAIL THIS

SHEET

1.4%

1.4%

1.4%

INLET RIPRAP,

TYP. SEE DETAIL

THIS SHEET

LAYOUT

PT 6000

LAYOUT

PT 6000

LAYOUT

PT 6001

LAYOUT

PT 6001

SHAPE CHANNEL TO

BLEND TO EXISTING

AWAY FROM TOE OF FILL

DRAWING TITLE

PROJECT NAME

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

FOREST SERV I CE

DEPA R TMENT OF AGR I CU LT

UR

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REGION 1

NORTHERN REGION

BRUSH CREEK

CURVE WIDENING

KOOTENAI

NATIONAL

FOREST

THREE RIVERS RANGER

DISTRICT

DRAINAGE DIP

DETAIL

FEBRUARY 2024

T. KOCHER

T. KOCHER

P. DRUVESTEIN

7140.038

B(ft) R(ft)

LOWBOY LOG TRUCK 4X4 (FIRE ENGINE)

TAPER ROUNDING LENGTH TAPER ROUNDING LENGTH TAPER ROUNDING

0-5

6-9

10-12

0-5

6-9

10-30

20 25

20 40

20 50

15 15 5

NOTES:

1. MINIMUM CROSS SLOPE OF DRAINLINE: 2% MIN AND 4% MAX.

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. INSTRUMENT

SHALL BE USED TO DETERMINE LOW POINT.

4. RIPRAP TOP ELEVATION SHALL BE AT TOP OF FINISHED OUTLET

GRADE, NOT SUBGRADE.

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

6. DRAIN DIP LOCATIONS WILL BE FINALIZED BY THE CO.

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

CHORD LENGTH

FOR ROUNDING,

TYPICAL

GRADE

GRADE

B = 30' A = 30' B = 30'

R = 30'

R = 30'

DRAIN DIP PROFILE

EXISTING ROAD PROFILE

0.

M

IN

DRAIN DIP TYPICAL DETAIL

NOT TO SCALE

0-5

6-9

10-12

GRADE

LENGTH

A(ft)

51+00.00

51+13.05

51+50.00

51+70.00

52+00.00

52+47.25

52+75.00

53+00.00

53+18.46

53+40.00

53+55.50

-20 0 20

-20 0 20

-20 0 20

-20 0 20

-20 0 20 40

-20 0 20 40 60

-20 0 20 40 60

-20 0 20 40 60

-20 0 20 40 60

-40 -20 0 20 40 60

-40 -20 0 20 40 60

-3.0%-3.0%

PREPARED BY :

KOOTENAI NATIONAL FOREST

SHEET XS1 OF XS2

BRUSH CREEK CURVE WIDENING

ROAD CROSS SECTIONS

ENGINEERS

PLANNERS

SURVEYORS

2/

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EXISTING

GROUND, TYP.

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

7', TYP.

7'

7'

7'

14.98'

1.33

25'

25'

25.12'

25' 25'

25'

TYPICAL

CROSS SLOPES

TYPICAL FILL

SLOPES

CULVERT CL

53+67.52

54+30.00

54+44.41

54+75.53

55+00.00

-40 -20 0 20 40 60

-60 -40 -20 0 20

-40 -20 0 20 40

-40 -20 0 20

-40 -20 0 20

53+78.52

-40 -20 0 20 40 60

PREPARED BY :

KOOTENAI NATIONAL FOREST

SHEET XS2 OF XS2

BRUSH CREEK CURVE WIDENING

ROAD CROSS SECTIONS

ENGINEERS

PLANNERS

SURVEYORS

2/

/2

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EXISTING

GROUND, TYP.

FOREST SERV I CE

DEP A R TMENT OF AGR I CU LT

UR

E

7', TYP.

7'

7'

7'

1.33

21.51'

24.26'

TYPICAL

CROSS SLOPES

TYPICAL FILL

SLOPES

MATCH EXISTING

GRADES

7'

1.25

TYPICAL CUT

SLOPES