mta-park34-2_plans.pdf

PDF 16 MB Posted Mar 26, 2024

Attached to: MT FLAP PARK 34(2), Shields River Road Surface Improvement Federal contract opportunity
Solicitation number: 69056724B000004
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Mar 26, 2024

This document is an Invitation for Bids (IFB) for the construction project "MT FLAP PARK 34(2), Shields River Road Surface Improvement". The IFB is offered for full and open competition by the Department of Transportation Federal Highway Administration. The project includes 3 bid schedules, but only 1 bid schedule will be awarded. The IFB, plans, and physical data are provided as attachments. No other details are included in the provided information.

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Other files for this federal contract opportunity

Other files attached to MT FLAP PARK 34(2), Shields River Road Surface Improvement, newest first.
File	Type	Posted
Bid Tabulation_MT FLAP PARK 34(2).pdf	PDF	Apr 30, 2024
BidSum_MT FLAP PARK 34(2).pdf	PDF	Apr 30, 2024
Amendment A002.pdf	PDF	Apr 19, 2024
QA 4.5.24.pdf	PDF	Apr 5, 2024
Amendment A001.pdf	PDF	Apr 5, 2024
QA 3.29.24.pdf	PDF	Apr 1, 2024
mta-park34-2_Existing_Terrian_LIDAR-Feb2023.zip	ZIP file	Mar 26, 2024
mta-park34-2_Shields River Road over Flathead MDT_Inspection_Report.pdf	PDF	Mar 26, 2024
IFB_69056724B000004_MT FLAP PARK 34(2).pdf	PDF	Mar 26, 2024
mta-park34-2_control-points.xlsx	XLSX spreadsheet	Mar 26, 2024

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E N

O R

A I

ST F

D E P A

NTOFT A SP

T T

ATESO

E R

PROJECT MANAGER

W. SCHMIDT

RIV

R I

V E

PARK

NATIONAL

GLACIER

PARK

NATIONAL

YELLOWSTONE

WILDLIFE RANGE

NATIONAL

CHARLES M. RUSSELL

Lake

Flathead

Elwell

Lake

Fort Peck

I SOS

T S

W O

LLEY

KALISPELL

MISSOULA

Anaconda

HELENA

BUTTE

BOZEMAN

Livingston

BILLINGS

City

Miles

Glendive

Point

Wolf Glasgow

HAVRE

Shelby

FALLS

GREAT

Lewistown

Dillon

MONTANA KEY MAP

COLUMBIA

BRITISH

ALBERTA

SASKATCHEWAN

N O

R T

H D

A K

O T

S O

U T

H D

A K

O T

WYOMING

H O

2 2

MONTANA

93 12

90 15

UNITED STATES

CANADA

PROJECT LOCATION

12 24012

Scale in miles

Shields River Rd

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U. S. DEPARTMENT OF TRANSPORTATION

SURFACE IMPROVEMENT

SHIELDS RIVER ROAD

TYPE OF CONSTRUCTION:

Pavement markings, Guardrail.

Paving, Aggregate, Reconditioning, DESIGN DESIGNATION:

e(max)

ADT (2043)

ADT (2023)

60 MPH

SPECIFICATION:

on Federal Highway Projects, FP-14

Construction of Roads and Bridges

Standard Specifications for

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

SCHEDULE C - 13.97 MILES

SCHEDULE B - 10.77 MILES

SCHEDULE A - 8.30 MILES

PLANS FOR PROPOSED PROJECT

MONTANA

PARK COUNTY

APPROVED:

Western Federal Lands Highway Division

Chief of Engineering, DATE

See Sheet A.3

MT FLAP PARK 34(2)

Wilsall

Livingston

Bozeman

Hi gh way

C re e k R d O ld F la th e a d

Creek Rd

Flathead

C r e e k R d B r a c k e tt

U S

Ringling h ie ld s R iv e r

FOREST

NATIONAL

GALLATIN

CUSTER

Reservoir

Newlan Creek

Creek Rd

Dry

Mountain Rd

Rocky

Reservoir

Cottonwood

H ig h w a y

Bench Rd

Cottonwood D e a n R d D a is y

C re e k R d E lk

P o rc u p in e R d

River Rd

Shields

Reservoir

Martinsale

M a r c h

T it le

S h e e t c p w w o r k \d

\m ta p a r k g e n e r a l_ in f o .d g n

PROJECT

NUMBER

SHEET

A.1

MT FLAP PARK 34(2)

END SCHEDULE C

END PROJECT

D E

E E

A, B & C

BEGIN SCHEDULE

BEGIN PROJECT

"MAIN 01" 25+20

NBI ID - L34001000+03001

Flathead Creek Bridge

Scale in miles

1.0 2.0 3.001.0

END SCHEDULE A

END SCHEDULE B

staging area

Government provided

"MAIN 01" 10+ 30

"MAIN 01" 448+60

U S H

H W

A Y N

SHIE

LDS R

IVER R

SHIELDS RIVER RD

FOREST

NATIONAL

GALLATIN

CUSTER

SHI

ELDS

VER

US H

IGHWAY 8

9 N

Cottonwood Reservoir

Fl at he ad C re ek

D a is y D e a n R

Elk Creek Rd

H ill R

Horse Cam p D itch

C o a l

C a m p R d

P o r c u p in e R d

And ers on Rd m il e s t o

L iv in g s to n m ile s to

W hi te S ul ph ur S pr in gs

M u d d y C r e e k R d

W a ll R o c k R d

P o tte r

Creek Rd

B rig h t L n

SHIELDS RIVERSHIELDS RIVER

SHIELDS RIVER

E = 1673468.7

N = 639899.1

E = 1702524.1

N = 700295.5

"MAIN 01" 579+20

"MAIN 01" 748+00

F e b r u a r y

V ic in it y

M p p w w o r k \d

\m ta p a r k g e n e r a l_ in f o .d g n

VICINITY MAP

PROJECT

A.3 staging area

Government providedProject location

N '0

PI 12+14.28

Δ = 41°52'39" (LT)

R = 300.00' T = 114.79' L = 219.27' e = ___

PC 10+

99.48

POB 10+

00.0010

Staging area located approximately 1100' from project start

0' 100' 200' 300'50'

F e b ru a ry

T A

G A

R p w

-w o rk \d

\m ta -p a rk

-2 s ta g in g .d g n

STAGING AREA

PROJECT

A.4

Sheet and Description

D E

PLAN AND PLAN

TEMPORARY

TRAFFIC

CONTROL

Allowance Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM All ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM All ALL

A0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM All ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM All ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM All ALL

A0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 3,550 150 3,700

A0140 30101-2000 AGGREGATE BASE GRADING D TON 24,787 1,213 26,000

A0180 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 422 78 500

A0200 30301-5000 AGGREGATE SURFACE

RECONDITIONING MILE 8.30 8.30

A0240 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 18,896 1,104 20,000

A0280 41201-0000 TACK COAT TON 36 36

A0300 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A WOOD POSTS LNFT 3,550 3,550

A0320 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT (TL-3) EACH 2 2

A0340 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 16

A0360 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 16

A0380 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 16

A0400 62301-0000 GENERAL LABOR HOUR 16

A0420 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 48,480 48,480

A0440 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN (YELLOW) LNFT 77,660 77,660

A0460 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 264 26 290

A0480 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 196 196

A0500 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 8.3 8.3

MileStone: 100% Date Completed: 03/05/24 Report Date: 03/08/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A 8-

M ar

-2

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\p w -w or k\ d0 m t fla p pa rk

4( 2)

_B S he et s.

xl sm ]S he et

PROJECT

B.1MT FLAP PARK 34(2)

PLAN AND PLAN

TEMPORARY

TRAFFIC

CONTROL

Allowance Bid Schedule

A0520 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 1,288 112 1,400

A0540 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 644 56 700

A0560 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 46 46

8- M ar -2

A M

MileStone: 100% Date Completed: 03/05/24 Report Date: 03/08/24 c:

\p w -w or k\ d0 m t fla p pa rk

4( 2)

_B S he et s.

xl sm ]S he et

SUMMARY OF QUANTITIES - Schedule A

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B.2MT FLAP PARK 34(2)

PLAN AND PLAN

TEMPORARY

TRAFFIC

CONTROL

Allowance Bid Schedule

B0020 15101-0000 MOBILIZATION LPSM All ALL

B0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM All ALL

B0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM All ALL

B0080 15401-0000 CONTRACTOR TESTING LPSM All ALL

B0100 15501-0000 CONSTRUCTION SCHEDULE LPSM All ALL

B0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 3,550 150 3,700

B0160 30101-2000 AGGREGATE BASE GRADING D TON 32,169 1,831 34,000

B0180 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 512 88 600

B0200 30301-5000 AGGREGATE SURFACE

RECONDITIONING MILE 10.77 10.77

B0220 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 24,526 1,474 26,000

B0280 41201-0000 TACK COAT TON 46 46

B0300 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A WOOD POSTS LNFT 3,550 3,550

B0320 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT (TL-3) EACH 2 2

B0340 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 16

B0360 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 16

B0380 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 16

B0400 62301-0000 GENERAL LABOR HOUR 16

B0420 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 92,280 92,280

B0440 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN (YELLOW) LNFT 102,660 102,660

B0460 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 264 26 290

B0480 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 196 196

B0500 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 10.8 10.8

8- M ar -2

A M

MileStone: 100% Date Completed: 03/05/24 Report Date: 03/08/24 c:

\p w -w or k\ d0 m t fla p pa rk

4( 2)

_B S he et s.

xl sm ]S he et

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B.3MT FLAP PARK 34(2)

PLAN AND PLAN

TEMPORARY

TRAFFIC

CONTROL

Allowance Bid Schedule

B0520 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 1,428 172 1,600

B0540 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 714 86 800

B0560 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 51 51

8- M ar -2

A M

MileStone: 100% Date Completed: 03/05/24 Report Date: 03/08/24 c:

\p w -w or k\ d0 m t fla p pa rk

4( 2)

_B S he et s.

xl sm ]S he et

SUMMARY OF QUANTITIES - Schedule B

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B.4MT FLAP PARK 34(2)

PLAN AND PLAN

TEMPORARY

TRAFFIC

CONTROL

Allowance Bid Schedule

C0020 15101-0000 MOBILIZATION LPSM All ALL

C0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM All ALL

C0060 15301-0000 CONTRACTOR QUALITY CONTROL LPSM All ALL

C0080 15401-0000 CONTRACTOR TESTING LPSM All ALL

C0100 15501-0000 CONSTRUCTION SCHEDULE LPSM All ALL

C0120 15705-1400 SOIL EROSION CONTROL, FIBER

ROLL LNFT 3,550 150 3,700

C0140 30101-2000 AGGREGATE BASE GRADING D TON 41,713 2,087 43,800

C0180 30202-1000 ROADWAY AGGREGATE, METHOD 1 TON 705 95 800

C0200 30301-5000 AGGREGATE SURFACE

RECONDITIONING MILE 13.97 13.97

C0240 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL TON 31,803 1,597 33,400

C0280 41201-0000 TACK COAT TON 60 60

C0300 61701-4550 GUARDRAIL SYSTEM MGS, TYPE 2,

CLASS A WOOD POSTS LNFT 3,550 3,550

C0320 61702-1500 TERMINAL SECTION, TYPE MGS

TANGENT (TL-3) EACH 2 2

C0340 62201-0250 DUMP TRUCK, 10 CUBIC YARD

MINIMUM CAPACITY HOUR 16

C0360 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 18-INCH WIDTH HOUR 16

C0380 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 16

C0400 62301-0000 GENERAL LABOR HOUR 16

C0420 63401-0300 PAVEMENT MARKINGS, TYPE B,

SOLID (YELLOW) LNFT 98,000 98,000

C0440 63401-0400 PAVEMENT MARKINGS, TYPE B,

BROKEN (YELLOW) LNFT 136,540 136,540

C0460 63502-1050 TEMPORARY TRAFFIC CONTROL,

TUBULAR MARKER EACH 264 26 290

C0480 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 196 196

C0500 63505-1000 TEMPORARY TRAFFIC CONTROL,

PAVEMENT MARKINGS MILE 14.0 14.0

8- M ar -2

A M

MileStone: 100% Date Completed: 03/05/24 Report Date: 03/08/24 c:

\p w -w or k\ d0 m t fla p pa rk

4( 2)

_B S he et s.

xl sm ]S he et

SUMMARY OF QUANTITIES - Schedule C

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B.5MT FLAP PARK 34(2)

PLAN AND PLAN

TEMPORARY

TRAFFIC

CONTROL

Allowance Bid Schedule

C0520 63506-0500 TEMPORARY TRAFFIC CONTROL,

FLAGGER HOUR 1,568 132 1,700

C0540 63506-0600 TEMPORARY TRAFFIC CONTROL,

PILOT CAR HOUR 784 116 900

C0560 63507-0700 TEMPORARY TRAFFIC CONTROL,

TRAFFIC CONTROL SUPERVISOR DAY 56 56

8- M ar -2

A M

MileStone: 100% Date Completed: 03/05/24 Report Date: 03/08/24 c:

\p w -w or k\ d0 m t fla p pa rk

4( 2)

_B S he et s.

xl sm ]S he et

SUMMARY OF QUANTITIES - Schedule C

A M E N D

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of Estimated

Quantity

PROJECT

B.6MT FLAP PARK 34(2)

1:31:3 lifts with tack coat between lifts

ESAL. 3-inch compacted depth, placed in two equal nominal maximum size aggregate, 0.3 to 3 million

- inch2

Asphalt concrete pavement, gyratory mix, Aggregate base grading D, 3-inch compacted depth

Aggregate Surface Reconditioning

Edge of pavement

First lift of asphalt

Second lift of asphalt

3-inch Compacted depth

Aggregate base grading D, LC lifts with tack coat between lifts

ESAL. 3-inch compacted depth, placed in two equal

Nominal Maximum Size aggregate, 0.3 to 3 million inch -2

Asphalt concrete pavement, gyratory mix, Existing ground

C o n s tr u c ti o n

L im it

See Safety Edge

C o n s tr u c ti o n

L im it

SAFETY EDGE

326+50 to 362+00

2C o n s tr u c ti o n

L im it

FOOTNOTE

Match existing Superelevation or 8% max.

[1] Match existing crown or 2% minimum.

10+30 to 24+78

25+28 to 748+00

"MAIN 01" 24+78 to 25+28

"MAIN 01"

Shoulder

Traveled lane

11'

Traveled lane

11'

Shoulder

[1]

2% Crown [1]2% Crown

:1 a r c h

T y p ic a l

S e c ti o n p w w o r k \d

\m ta p a r k ty p ic a l-s e c ti o n .d g n

TYPICAL SECTION

PROJECT

C.1

Shldr.

Traveled lane

11'

Traveled lane

11'

Shldr.

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER

NORTH EAST

ORTHOMETRIC

ELEVATION

LATITUDE LONGITUDE

ELLIPSOID

HEIGHT

COMBINED

FACTOR

DESCRIPTION NOTE:

SRR1 639860.912 1673371.247 5070.135 45°59'56.253915"N 110°39'42.568839"W 5034.0428 0.999307219 5/8" ir w/fhwa alum cap 1.

SRR2 640175.040 1673903.659 5050.005 45°59'59.433962"N 110°39'35.090599"W 5013.917 0.999307911 5/8" ir w/fhwa alum cap

SRR3 649082.576 1676267.193 5156.511 46°01'27.743392"N 110°39'03.454188"W 5120.5018 0.999295444 5/8" ir w/fhwa alum cap

SRR4 649690.004 1676055.781 5168.433 46°01'33.711287"N 110°39'06.577875"W 5132.4238 0.999294383 5/8" ir w/fhwa alum cap

SRR5 658496.104 1680258.785 5223.356 46°03'01.281322"N 110°38'08.802960"W 5187.4828 0.999284627 5/8" ir w/fhwa alum cap

SRR6 659479.534 1680557.052 5242.308 46°03'11.035825"N 110°38'04.774670"W 5206.4468 0.999282939 5/8" ir w/fhwa alum cap

SRR7 666663.539 1684092.818 5342.451 46°04'22.484090"N 110°37'16.082291"W 5306.7022 0.999272485 5/8" ir w/fhwa alum cap

SRR8 667219.934 1684546.064 5335.065 46°04'28.042787"N 110°37'09.763992"W 5299.3287 0.9992724 5/8" ir w/fhwa alum cap

SRR9 676616.495 1688123.279 5370.141 46°06'01.340575"N 110°36'20.887538"W 5334.517 0.999263507 5/8" ir w/fhwa alum cap

SRR10 677723.478 1688414.172 5414.021 46°06'12.313185"N 110°36'16.979605"W 5378.4072 0.999260577 5/8" ir w/fhwa alum cap

SRR11 686047.992 1688586.270 5505.819 46°07'34.546413"N 110°36'16.202978"W 5470.2537 0.999250022 5/8" ir w/fhwa alum cap

SRR12 687469.116 1688565.942 5510.008 46°07'48.578006"N 110°36'16.776378"W 5474.4515 0.999248785 5/8" ir w/fhwa alum cap

SRR13 694308.164 1694854.712 5634.265 46°08'56.984024"N 110°34'48.789894"W 5598.919 0.999237851 5/8" ir w/fhwa alum cap

SRR14 694958.364 1695492.949 5648.958 46°09'03.491994"N 110°34'39.848271"W 5613.6355 0.999236679 5/8" ir w/fhwa alum cap

SRR15 700449.610 1703128.190 5782.359 46°09'58.744968"N 110°32'52.398464"W 5747.3639 0.999226351 5/8" ir w/fhwa alum cap

SRR16 701878.104 1704025.270 5785.448 46°10'12.970694"N 110°32'39.918478"W 5750.5017 0.999225197 5/8" ir w/fhwa alum cap

COORDINATE SYSTEM :Montana SPCS NAD83 2011 VERTICAL DATUM : Orthometric elevations based on the NAVD88 GEOID18

EPOCH DATE : 2010.000

CADD SYSTEM COORDINATE SYSTEM : MT83/2011IF NSRS11(NAD83/2011) Montana, Intl Foot

PROJECT : Shields River Road Surface Improvement DATE OF FIELD WORK :August/September 2023 PROJECT UNITS : Internatonal foot

-O ct -2

M yF ile s\

P ro je ct s_ \M o n ta n a \S h ie ld s_

R o a d \f ie ld

S h ie ld s_

R o a d co n tr o ls h ee t.

xl sx ]S h ee t

To precisely check distances between points as measured on the ground, inverse the state plane coordinates and divide the computed distance by a mean combined factor of the two points.

PROJECT

D.1MT FLAP PARK 34(2)

SHEET

SURVEY CONTROL

F e b r u a r y

A B

U L

A T

O F

Q U

A N

p w w o r k

\m ta f la p p a r k

D e ta il s .d g n

TABULATION OF QUANTITIES

PROJECT

D.2

F e b r u a r y

A B

U L

A T

O F

Q U

A N

-1 p w w o r k

\m ta f la p p a r k

D e ta il s .d g n

TABULATION OF QUANTITIES

PROJECT

D.3

1 1

SRR2

SRR1

0 2 5 3

BEGIN SCHEDULES A, B, C

BEGIN CONSTRUCTION

BEGIN PROJECT

Pavement Markings type B, Solid (yellow)

Pavement Markings, Type B, Broken (yellow) aggregate surface remove existing

Bridge transition detail

Tack coat course surface

Existing base course

Existing

See Section C

Tack coat bridge deck

Existing

See Section C

Connection detail

Flathead Creek Bridge

Appr 1

Appr 2

Appr 3

Appr 4

Appr 5

50'

"MAIN 01" 10+30

E = 1673470.86

N = 639900.55

N D a r lin g s t

:4 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(10+30 - 34+00)

PLAN AND PLAN

PROJECT

D.4

6 3

7 3 8 3

6 5 7 5 8 5 9 6 0 6 1 6 2 6

Pavement Markings, Type B, Broken (yellow)

Pavement Markings type B, Solid (yellow)

:4 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(34+00 - 63+00)

PLAN AND PLAN

PROJECT

D.5

2 8

3 8 4 8

Pavement Markings type B, Solid (yellow)

Pavement Markings, Type B, Broken (yellow)

Pavement Markings type B, Solid (yellow)

Appr 6

Appr 7

Appr 8

D a is y D e a n R d

P o tte r C r e e k

R d

:2 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(63+00 - 92+00)

PLAN AND PLAN

PROJECT

D.6

G P S

S R

G P S

S R

Pavement Markings type B, Solid (yellow)

Pavement Markings, Type B, Broken (yellow)

Pavement Markings type B, Solid (yellow)

:4 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(92+00 - 121+00)

PLAN AND PLAN

PROJECT

D.7

0 1 5 1

Pavement Markings, Type B, Broken (yellow)

Pavement Markings type B, Solid (yellow)

F e b r u a r y

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(121+00 - 150+00)

PLAN AND PLAN

PROJECT

D.8

5 1 6 1

Pavement Markings, Type B, Broken (yellow)

Appr 9

Appr 10

Appr 11

Jor dan Be nch Rd

:3 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(150+00 - 179+00)

PLAN AND PLAN

PROJECT

D.9

Pavement Markings, Type B, Broken (yellow)

Pavement Markings type B, Solid (yellow)

Pavement Markings, Type B, Broken (yellow)

Pavement Markings type B, Solid (yellow)

Appr 12

Appr 13

Appr 14

:3 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(179+00 - 208+00)

PLAN AND PLAN

PROJECT

D.10

1 2

2 2

G P S

S R

Pavement Markings type B, Solid (yellow)

Pavement Markings, Type B, Broken (yellow)

Pavement Markings type B, Solid (yellow)

Pavement Markings, Type B, Broken (yellow)

Appr 15

Appr 16

Appr 17 Pinkerton Rd

:3 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(208+00 - 237+00)

PLAN AND PLAN

PROJECT

D.11

G P

Pavement Markings, Type B, Broken (yellow)

Pavement Markings type B, Solid (yellow)

Appr 18

Appr 19

:4 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(237+00 - 266+00)

PLAN AND PLAN

PROJECT

D.12

Pavement Markings, Type B, Broken (yellow)

Appr 20

:4 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(266+00 - 295+00)

PLAN AND PLAN

PROJECT

D.13

0 3 5 3

Bright L n

G P S

S R

Pavement Markings, Type B, Broken (yellow)

Pavement Markings type B, Solid (yellow)

Pavement Markings type B, Solid (yellow) Appr 21

:5 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(295+00 - 324+00)

PLAN AND PLAN

PROJECT

D.14

3 3 4 3 5 3 6 3

8 3

Elk Creek Rd W

G P

R R

Pavement Markings type B, Solid (yellow)

Pavement Markings type B, Solid (yellow),typ

STA 326+00 - 326+50

Terminal section, type mgs, tangent (TL-3) begin sta 326+50

Class A wood posts

Guardrail System mgs, type 2, Pavement Markings, Type B, Broken (yellow)

Soil erosion control, fiber roll edge of pavement

Appr 22

NOTES

for the proposed guardrail

1. Install fiber rolls along fill needed

:5 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(324+00 - 353+00)

PLAN AND PLAN

PROJECT

D.15

2 3

7 3 8 3

Pavement Markings, Type B, Broken (yellow)

End STA 362+00

Guardrail system mgs, type 2, class A wood posts

STA 362+00 - 362+50

Terminal section, type mgs, tangent (TL-3)

Pavement Markings type B, Solid (yellow)

Soil Erosion control, Fiber Roll

Appr 23

:0 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(353+00 - 382+00)

PLAN AND PLAN

PROJECT

D.16

8 3

1 4

2 4

Pavement Markings, Type B, Broken (yellow)

Pavement Markings type B, Solid (yellow)

Pavement Markings, Type B, Broken (yellow)

Pavement Markings type B, Solid (yellow)

:0 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(382+00 - 412+00)

PLAN AND PLAN

PROJECT

D.17

G P S

S R

Pavement Markings, Type B, Broken (yellow)

Pavement Markings, Type B, Broken (yellow),typ

Pavement Markings type B, Solid (yellow)

F e b r u a r y

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(412+00 - 440+00)

PLAN AND PLAN

PROJECT

D.18

0 4

G P S

S R

Porcupine Rd

Pavement Markings type B, Solid (yellow)

Pavement Markings, Type B, Broken (yellow)

Appr 24

End Schedule A

:5 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(440+00 - 469+00)

PLAN AND PLAN

PROJECT

D.19

C o a l C a m p R d

Pavement Markings, Type B, Broken (yellow)

Appr 25

:2 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(469+00 - 498+00)

PLAN AND PLAN

PROJECT

D.20

G P S

S R

Pavement Markings, Type B, Broken (yellow)

Appr 26

:2 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(498+00 - 527+00)

PLAN AND PLAN

PROJECT

D.21

G P S

S R

Pavement Markings, Type B, Broken (yellow)

:3 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(527+00 - 556+00)

PLAN AND PLAN

PROJECT

D.22

8 5

Pavement Markings, Type B, Broken (yellow)

Pavement Markings type B, Solid (yellow)

Appr 27

Appr 28

End Schedule B

:4 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(556+00 - 585+00)

PLAN AND PLAN

PROJECT

D.23

5 6

A n d e rs o n R d

Pavement Markings, Type B, Broken (yellow)

Appr 29

Appr 30

:3 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(585+00 - 614+00)

PLAN AND PLAN

PROJECT

D.24

3 6

Pavement Markings, Type B,Solid (yellow)

Pavement Markings, Type B, Solid (yellow)

Pavement Markings, Type B, Broken (yellow)

Appr 31

Appr 32

Appr 33

:3 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(614+00 - 643+00)

PLAN AND PLAN

PROJECT

D.25

5 6

6 6

G P S

S R R

G P S

S R R

Pavement Markings, Type B, Broken (yellow)

Appr 34

Appr 35

:4 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(643+00 - 672+00)

PLAN AND PLAN

PROJECT

D.26

Pavement Markings, Type B, Broken (yellow)

:4 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(672+00 - 701+00)

PLAN AND PLAN

PROJECT

D.27

5 7 0 7

Pavement Markings, Type B, Broken (yellow)

Appr 36

Appr 37

Appr 38

:4 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(701+00 - 730+00)

PLAN AND PLAN

PROJECT

D.28

9 7 0 7 1 7 2 7 3 7 4 7

H ill R d

GPS

SRR15

END SCHEDULE C

END CONSTRUCTION

END PROJECT

Pavement Markings, Type B, Broken (yellow)

Pavement Markings type B, Solid (yellow)

Pavement Markings, Type B, Broken (yellow)

Appr 39

Appr 40 Appr 41

"MAIN 01" 748+00

E = 1702462.77

N = 700291.22

:5 a r c h

L A

N A

N D

P L p w w o r k \d

\m ta p a r k P

P .d g n

(730+00 - 748+00)

PLAN AND PLAN

PROJECT

D.29

NO SCALE

Spacing Slope

STAKES REQUIRED

1:1

1:2

1:3

1:4 or flatter for each roll

Stakes required

FIBER ROLL SPACING

Fiber roll length

Fl ow

T o e o f fi ll s lo p e

ELEVATION

PLAN

disturbed areas

Runoff from

INSTALLATION BEYOND TOE OF SLOPE

INSTALLATION ALONG SLOPES

FIBER ROLL STAKING DETAIL

PROPERLY STAKED AND ENTRENCHED FIBER ROLL

Existing ground (typ.)

Fiber roll

Flow direction

Slope

Direction of runof f from distur bed area s sp ac in g ch ar t

S ee F ib er R ol l

Fiber roll ff o n ur f o n oi t c er i

D along contours

Install fiber rolls

Fiber roll

Slope

Fi ll slo pe

Direction of runoff ground

Existing soil to match ground level

Backfilled and compacted

Flow larger than fiber roll wood stakes. See Note 2.

Pay lim its

SLOPE PROTECTION INSTALLATION

ALTERNATE FIBER ROLL JOINT DETAIL

FIBER ROLL LAPPING DETAIL

on uphill side of fiber roll

Place excavated material Stagger joints (typ.)

permanent installations. Do not crush fiber roll while staking.

roll is secure to slope. Live stakes may be used for and install fiber rolls

Step 1: Excavate trench Step 2: Backfill soil against fiber rolls

FIBER ROLL

(FT)

2" (min.) Excavate trench 2"

1" x 1" or 1" Ø ove rlap

12" (m in.)

t o m in m in

1" x 1" Wood stake as specified in plans

3' min. or

3' (min.)

Drive stakes at each end and at 4-foot spacing until fiber fiber roll and space stakes at 4-foot max.

6-inches from fiber roll end angles towards the adjacent

Overlap fiber rolls 12-inch minimum. Drive stakes at

NOTE:

WFLHD DETAIL

DETAIL APPROVED FOR USE 10/2014

7/2016 REVISED:

157-21W

N o v e m b e r

D e t

W p w w o r k \d

.d g n

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

D.31

Case 1: Overlying material Case 2: Overlying material between drilled holes

Excavate area between drilled holes

Excavate area

Overlying material Overlying material

Rock material Rock material backfill or overlying material

Crushed coarse aggregate backfill or overlying material

Crushed coarse aggregate aggregate backfill

Crushed coarse aggregate backfill

Crushed coarse

Finished gradeFinished grade depth (A) is 18" or less depth (A) is greater than 18"

NOTE:

the base metal with two coats of zinc-oxide paint.

Treat field cut galvanized steel post surfaces that expose requirements in Section 617.

Place crushed coarse aggregate according to the post underdrain pipe with geotextile" in Section 703.

"coarse aggregate for concrete" or "granular backfill for

Use crushed coarse aggregate backfill that conforms to oblong hole configuration for Case 1 conditions.

Unless otherwise specified, use either the circular or the

Use this standard when posts cannot be embedded to the

ELEVATION

PLAN VIEWPLAN VIEW

ELEVATION

Steel Post

Wood Post

Steel Post

POST EMBEDMENT DIMENSIONS

B A

E m b e d m e n t

D e p th

B A

E m b e d m e n t

D e p th

23"

21"

12"

617-31 or 617-32.

minimum depth shown on Standard 617-10, 617-11, f o r

M G

S f o r G f o r

M G

S f o r G

21" or 23" 8" or 12"

DEPTH

EMBEDMENT

Case 1

Case 2

DEPTH (B)

DRILLING

MATERIAL (A)

OVERLYING

TYPE

HOLE

42”

30" to 42”

24" to 42”

> 30”

> 18" to 30”

0 to 18”

42" - A

12”

24”

6/2022 STANDARD APPROVED FOR USE

REVISED: 617-13

INSTALLATION IN ROCK

W-BEAM GUARDRAIL

MGS AND G4

J a n u a ry

S td p w

-w o rk

\d \S td -1

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

D.32

Pay limits Guardrail system

Standard Post section

Pay limits terminal section type tangent or type MGS tangent

Length of Need 12'-6" See Note 3 /

Guardrail terminal grading See Note 6

Edge of widened

_ - - - - - 6 embankment Hinge point line

_______ --- 11 c� ----

E � �

Back of post

Pay limits Guardrail system

Standard post section

Front of rail face \

Terminal posts and end of terminal not shown.

Varies by manufacturer

PLAN

PREFERRED GRADING

Pay limits terminal section type tangent or type MGS tangent

Tangent Une projected from the face of the rail in the standard post section. See Note 4

TEST LEVEL

2 (� 45 mph)

3 (> 45 mph)

(FT)

37.5 or 50 (for G4)

50 (for MGS)

PROJECT SHE ET

NU MBER

MT FLAP PARK 34(2)

NOTE:

1. Install tangent terminal according to the manufacturer's recommendations. See manufacturer's drawings for other details.

2. Construct the terminal grading layout as shown in the staking notes or model. If no staking notes or model are provided, use the preferred grading layout as much as practical within site constraints. If necessary because of site limitations, use the alternative grading layout.

3. For design purposes, the length of need is assumed to begin at post 3. Verify the length of need with the manufacturer for a specific product. Adjust grading as necessary to install the tangent terminal according to the manufacturer's recommendations.

4. Install terminal at a 1:25 taper or flatter to position the end farther from the edge of shoulder, or use a taper according to the manufacturer's recommendations.

5. Install a ref/ectorized object marker on the end of the terminal.

6. Construct a 1 V:4H slope outside of the guardrail terminal grading extents where practical.

D.33

Length of Need 12'-6" 10'-0" See Note 6

Guardrail terminal grading

See Note 3 (min.) Edge of widened Hinge point line

�------------------- ......, __ ______ f em ankment

��qi �� --- _ ·- _ Back of post

·-- ·- ·- ·--- �f � j ---_I_'

�-- -{ '"< 5

\_ Front of rail face \_ Terminal posts and end of terminal not shown.

Varies by manufacturer

PLAN

ALTERNATIVE GRADING

\_ Tangent line projected from the face of the rail in the standard post section. See Note 4

NO SCALE

U.S . DEPARTMENT OF TRANS PORTATIO N

FEDERAL HIGHWAY ADMI N I S TRATIO N

OFFI C E OF FEDERAL LANDS HIGHWAY

FLH STANDARD

MGSAND G4

W-BEAM GUARDRAIL

TYPE TANGENT TERMINAL

AND GRADING

1---S T_A_N_D_AR_ D_ A_ P_P _RO_ V_ E _D_F_O _R _US_ E

6/'-2_0 0_5_--ll STANDAR D

R EV I S ED: 6/20 22 I 617-20

8" or 12"

Retroreflective sheeting 3" x 4" (min.)

See Note 4

PROJECT

MT FLAP PARK 34(2)

NOTE:

1. When encountering impenetrable material, one post may be omitted in locations where the typical guardrail cross section includes 2-feet (min.) between the back of the guardrail post and the hinge point. For all other locations, see Section 617 and Standard 617-13 or 617-37.

SHEET

NUMBER

D.34

¾" 0 hole (typ.)

See Note 2 -? ► n 5" (max.)

POST AND BLOCK

Toenail with one 16d galvanized nail on each side of block

• -i -H

• -i 1 V: 1 OH or flatter slope l'1

Edge of pavement or groundline at face of rail

Aggregate base or as shown on Typical Section

F--.

¾" x 18" or 22" guardrail bolt

W beam rail

Post and block

¾" 0 hole

%" recess nut

1¾" plain round washer.

All posts except those on terminal sections

POST BOLT ASSEMBLY

8" or 12" block See Note 2

2'-0" (typ.)

I I

I� -�'\__ 6' post

Hinge point

Variable slope but not steeper than fill slope

Subgrade shoulder. Widening required for approach and departure terminal sections

TYPICAL GUARDRAIL CROSS SECTION

6' POST, 8" OR 12" BLOCK

FLEXIBLE DELINEATOR

GUARDRAIL MOUNT

Toenail with one 16d galvanized nail on each side of block

1 V: 1 OH or flatter slope

• -i -H

2. Size of block shown elsewhere on the plans. Use a single block or combination of blocks (no more than two) to achieve the actual 8-inch or 12-inch offset. Secure wood blocks to the posts with anti-rotation nails. If combination blocks are used, toenail the adjacent blocks with two 16d galvanized nails to prevent block rotation.

3. Dimensional tolerances not shown or implied are intended to be those consistent with the proper functioning of the part, including its appearance, and accepted manufacturing practices.

4. Install a flexible hinged delineator every fourth post. Fasten delineator to the top of the wood post using either an adhesive or mechanical means according to the manufacturer's recommendations.

8" or 12" block See Note 2

Hinge point Subgrade shoulder. Widening required for approach and departure terminal sections

TYPICAL GUARDRAIL CROSS SECTION

6' POST CENTERED ON HINGE, 8" OR 12" BLOCK

%" x 1¼" guardrail splice 3'-1½" 6'-3" Post spacing bolts and nuts (8 per splice tt

%" x 18" or 22" guardrail post bolt Mid-span splice

Lap in direction of traffic

--- Traffic --

TYPICAL GUARDRAIL ELEVATION

56'-3" (min.) distance between omitted posts

Post and 1 • 43'-9" (min.)

• 1 g block (typ.)

2 I I """'� ='g"'===�=="======"g ==="g==='g'===='g"'==="=g ==="=g ==="g ==="====='"'==="=g ==;r 1 .. 12'-6" .1

Edge of pavement or ground line at face of rail as applicable

PLAN VIEW

OMITTED POST DETAIL

See Note 1

(max.)

unsupported span (one omitted post)

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

FLH STANDARD

MGS W-BEAM GUARDRAIL

WOOD POSTS

STANDARD APPROVED FOR USE 7/2022 STANDARD

REVISED:

617-31

I..

::i

Qi QJ :,. C:

� Ii] i-.;:

-.J

� QJ

� Ii] i-.::: -.J

I..

::i

1-Unor approach �

30'

4" dotted white line extension when edge line break specified in plans

4" solid white edge line when specified in plans

4" broken yellow centerline

4" solid white edge line when specified in plans

4" solid double yellow centerline

Major approach road 1/

4" dotted white line extension

Edge of pavement

Locate 12" wide stop line to allow sufficient sight distance

Approach road pavement markings when specified

TYPICAL PAVEMENT MARKING APPLICATIONS

Turnout

PROJECT

MT FLAP PARK 34(2)

NOTE:

1. Place edge line pavement markings at asphalt/concrete curb interface when curb is present.

2. Paint centerline pavement markings on curves with curve widening "w" to achieve equal lane widths within the roadway. Maintain a constant shoulder width "s" throughout the curve widening area. See staking details for curve widening transition locations.

3. Typical pavement marking widths are shown. Use wider pavement markings when specified on the plans or when required by the maintaining agency.

Increase spacing between parallel lines when specified in the plans or when required by the maintaining agency

CENTERLINE DETAIL

Edge line when specified in plans

SHEET

NUMBER

D.35

Centerline as required

--=r:---==---==---==�--=-=-=-=1--±=----'±-=-= ___'1 Edge line when specified in plans

Offset centerline for pavement markings and location of top lift pavement joint

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

See Note 2 for treatment of curves when widening "w" is split equally on both sides of centerline

NO SCALE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

WFLHD DETAIL

LINEAR

PAVEMENT MARKINGS

DETAIL APPROVED FOR USE 10/2007 DETAIL

REVISED: 10/2012

W634-2

REF-1

36"

24"

24"6" 6"

6½"

4"C, Width=21½"

6½"

4"C, Width=24"

BORDER

R=1½"

TH=0⅝"

IN=0½"

F e b ru a ry

A B

U L A

N O

F Q

U A

N T

p w

-w o rk \d

\m ta f la p p a rk -3

C .d g n

TABULATION OF QUANTITIES

PROJECT

E.1

ROAD WORK

END

WORK

ROAD

AHEAD

ROAD NAME

WORK

ROAD

AHEAD

ROAD WORK

END

WORK

ROAD

xxxxx

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

WORK

ROAD

AHEAD

MPH

ROAD NAME

ROAD WORK

END

WORK

ROAD

xxxxxxx

ROAD WORK

END

MPH

WORK

ROAD

xxxxxxx

ROAD WORK

NEXT xx MILES

13.

12.

11.

10.

ROAD TYPE

DISTANCE BETWEEN

A B C

NOTE:

M in o r R o a d

M a jo r R o d

B as de ter mi ne d b y t he C

Wor k z on e A re a o f I nfl ue nc e

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

AREA

(S ee S ign S pa cin g T ab le)

ADVANCE W

ARNI

AREA

Pr oje ct Lim its

See Note 8 W16-8P W20-1 over

W20-1

G20-2

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1

G20-2

See Note 8 W16-8P W20-1 over

G20-2

See Note 9 W20-1

(optional) W13-1P

See Note 10 G20-1 the distance to the work area in feet or in miles. Install an additional W20-1 The message on the W20-1 signs may be ROAD WORK AHEAD or may specify of the road on which the construction does occur (applies to major roads only).

construction work occurs, include a supplementary plaque indicating the name If W20-1 is placed on a roadway other than that on which the actual

Cover post-mounted signs when not applicable.

Do not store traffic control devices along the roadway when not in use.

the CO.

Maintain two-way traffic during all non-work hours except as approved by

NCHRP-350 or MASH for crashworthiness.

Ensure all sign supports exposed to impact by traffic meet the requirements of indicate a maximum recommended speed through the construction area.

Install advisory speed plates under the W20 series warning signs as needed to

Vary messages as required.

signs, locate the warning signs to fit field conditions as approved by the CO.

Where advance warning signs, placed as shown, interfere with permanent this traffic control plan as necessary to accommodate actual operations.

to this project. The Contractor may add or delete information and details in Not all details shown on the temporary traffic control sheets may be applicable

Erect all project advance warning signs before starting construction work.

retroreflective sheeting types.

Refer to Section 635 of the Special Contract Requirements for allowable

State standards may be used as an alternative if approved by the CO.

verify that an encroachment permit has been obtained.

If signing on a roadway under a jurisdiction other than the client agency, whole mile.

each end of the project. Show the distance on the G20-1 sign to the nearest

Ro ad N ame

SIGN SPACING TABLE

For work zones that are 2 miles or more in length, install G20-1 signs at signs "B" feet apart according to the Sign Spacing Table.

sign when approach speeds exceed 50 MPH. When used, place the two W20-1

Expressway / Freeway

SIGNS IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

6/2005 STANDARD APPROVED FOR USE

7/2022 REVISED: 635-1

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL1

S e p te m b e r

S td p w

-w o rk

\d \S td -1 d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

E.2

Traffic flow

CENTER

LINE

CENTER

LINE

PASS

WITH

CARE

NOT

PASS

CENTER

LINE

CENTER

LINE

PASSING

ZONE

PASSING

ZONE

PASS

WITH

CARE

NOT

PASS

CENTER

LINE

CENTER

LINE

NOT

PASS

WITH

CARE

PASSING

ZONE

vehicle positioning guides

Bi-directional yellow vehicle positioning guides

Bi-directional yellow cycle length

40' 500'

500' cycle length

40' 500'

500' cycle length

40' 500'

500' temporary traffic control zones greater than 3 miles long.

Repeat W8-12 after each major intersection and every 2 miles for

Repeat R4-1 at 1 mile intervals.

On curves with radius less than 500', reduce cycle length to 20'.

NOTE:

PROJECT LIMITS

Two-way traffic

Passing zone both directions

DETAIL A

PROJECT LIMITS

Two-way traffic

No Passing zone one direction

DETAIL B

PROJECT LIMITS

Passing AllowedNo Passing ZonePassing Allowed

Two-way traffic

No Passing zone both directions

DETAIL C

delineation.

Optionally use the vehicle positioning guides to provide additional up to 14 days when providing signs according to this standard.

The pavement on two- or three-lane roads may remain unmarked for each direction of travel.

Use permanent markings plan to determine no passing zones installed at the upstream end of the zone.

a no-passing zone only if a DO NOT PASS (R4-1) sign has been

Use the PASS WITH CARE (R4-2) sign at the downstream end of

W8-12

R4-1

See Note 6

R4-2 W8-12

(optional)

W14-3

(optional)

W14-3

R4-1See Note 6

R4-2 W8-12

W8-12 R4-1

See Note 6

R4-2 (optional)

W14-3

W8-12

See Note 2

6/2005 STANDARD APPROVED FOR USE

7/2022 REVISED:

635-3

FOR UNMARKED PAVEMENTS

DELINEATION AND SIGNING

:3 a r c h

S td p w w o r k

\S td

.d g n

FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

E.3

LENGTH AND SPACING TABLE

BUFFER CHANNELIZING DEVICE

APPROACH SPACE SPEED* TAPER BUFFER WORK

LENGTH AREA SPACE SPACE

MPH FEET SPACING IN FEET

20 115 20 40 40 25 155 20 50 50 30 200 20 60 60 35 250 20 70 70 40 305 20 80 80 45 360 20 90 90 50 425 20 100 100 55 495 20 110 110 60 570 20 120 120 65 645 20 130 130 70 730 20 140 140

* Approach speed based on the regulatory posted speed, not the advisory speed.

◄<--- Traffic flow

Traffic flow -->�

� Flagger location _:x C B A

ADVANCE WARNING AREA (See Sign Spacing Table)

See Note 4 r;;i

W13-1P (optional)

0-7

W16-2P (optional)

SIGN SPACING TABLE

ROAD TYPE

Urban and Rural 30 MPH and less Urban and Rural 35 MPH to 50 MPH Rural greater than 50 MPH Expressway I Freeway

TAPER AREA BUFFER SPACE

50' - 100' (optional)

(See Length and Spacing Table)

DISTANCE BETWEEN

SIGNS IN FEET

A B C 100 100 100 350 350 350 500 500 500

1000 1500 2640

Device spacing (See Length and Spacing Table)

VARIABLE

WORKSPACE

PROJECT

MT FLAP PARK 34(2)

NOTE:

1. Signs are shown for one direction of travel only. Place signs similar to those depicted for the opposite direction of travel.

SHEET

NUMBER

E.4

2. Final location and spacing of devices may be changed to fit field conditions as approved by the CO.

3. For pilot car operation, mount the PILOT CAR FOLLOW ME (G20-4) sign at a conspicuous location on the rear of vehicle. Prominently display the name of the Contractor on the pilot car.

4. If closure is completely within the project limits, eliminate the ROAD WORK AHEAD (W20-1) and END ROAD WORK (G20-2) signs.

5. For night time flagging operation, provide floodlighting at flagger stations.

6. For project specific minimum width, refer to the Special Contract Requirements, Section 156.

7. Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

Channelizing devices

BUFFER SPACE

(optional)

TAPER AREA

50' - 100'

TERMINATION AREA

BUFFER SPACE

(optional)

Flagger location �

END

ROAD WORK

G20-2 See Note 4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

FLH STANDARD

TEMPORARY TRAFFIC CONTROL

SINGLE LANE CLOSURE LAYOUT

(WITH FLAGGERS)

NO SCALE

STANDARD APPROVED FOR USE 6/2005

REVISED: 7/2022

STANDARD

635-6

LENGTH AND SPACING TABLE

BUFFER CHANNELIZING DEVICE

APPROACH MINIMUM TAPER LENGTH** SPACE TAPER BUFFER WORK SPEED* LENGTH AREA SPACE SPACE

MPH FEET FEET SPACING IN FEET

20 Shoulder taper formula: 115 20 40 40 25 ws2 155 25 50 50 L = -- for S ::5: 40 MPH 30 180 200 30 60 60 35 ws for S e:: 45 MPH 250 35 70 70 L = --

40 3 305 40 80 80 45 Where: 360 45 90 90 50 L= Minimum length of taper 425 50 100 100 55 W= Width of offset in feet 495 55 110 110 60 S= Numerical value of posted speed 570 60 120 120 65 limit or 85 percentile speed prior 645 65 130 130 70 to work in miles per hour 730 70 140 140

* Approach speed based on the regulatory posted speed, not the advisory speed.

** Lengthen taper as needed to provide minimum of three channelizing devices in taper at required spacing.

< Traffic flow

Traffic flow >

G20-2 See Note 3

END

II ROAD WORK

·1 w=E

ADVANCE WARNING AREA (See Sign Spacing Table)

ROAD SHOULDER

WORK WORK

AHEAD

W20-1 W21-5 See Note 3

W13-1P (optional)

SIGN SPACING TABLE

DISTANCE BETWEEN

ROAD TYPE SIGNS IN FEET

A B C

Urban and Rural 30 MPH and less 100 100 100 Urban and Rural 35 MPH to 50 MPH 350 350 350 Rural greater than 50 MPH 500 500 500 Expressway I Freeway 1000 1500 2640

Device spacing (See Length and Spacing Table)

Channelizing devices � J l0'min.

See Note 2

TAPER AREA BUFFER SPACE VARIABLE WORK SPACE I

(optional)

(See Length and Spacing Table)

PROJECT SHEET

NUMBER

MT FLAP PARK 34(2) E.5

NOTE:

1. Final location and spacing of devices may be changed to fit field conditions as approved by the CO.

2. For project specific minimum width, refer to Special Contract Requirements, Section 156.

3. If shoulder closure is completely within the project limits, eliminate the ROAD WORK AHEAD (W20-1) and END ROAD WORK (G20-2) signs.

4. Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

ROAD

WORK

AHEAD

W20-1 See Note 3

A G20-2

TERMINATION AREA II

END

II ROAD WORK See Note 3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

FLH STANDARD

TEMPORARY TRAFFIC CONTROL

SHOULDER CLOSURE LAYOUT

NO SCALE

STANDARD APPROVED FOR USE 6/2005 I STANDARD

REVISED: 7/2022

I 635-10

LENGTH AND SPACING TABLE SIGN SPACING TABLE

CHANNELIZING DEVICE BUFFER APPROACH MINIMUM TAPER LENGTH SPACE TAPER BUFFER WORK ROAD TYPE SPEED* LENGTH AREA SPACE SPACE MPH FEET FEET SPACING IN FEET Urban and Rural 30 MPH and less 20 Shifting taper formula: 115 20 40 40 Urban and Rural 35 MPH to 50 MPH 25 L = ws2 for S ::5: 40 MPH 155 25 50 50

30 120 200 30 60 60 Rural greater than 50 MPH Expressway I Freeway

35 ws for S e:: 45 MPH 250 35 70 70 L = --

40 2 305 40 80 80 45 Where: 360 45 90 90 50 L= Minimum length of taper 425 50 100 100 55 W= Width of offset in feet 495 55 110 110

S= Numerical value of posted speed 570 60 120 120 65 limit or 85 percentile speed prior 645 65 130 130 70 to work in miles per hour 730 70 140 140

* Approach speed based on the regulatory posted speed, not the advisory speed.

G20-2 See Note 5

END

ROAD WORK

Device spacing (See Length and Spacing Table)

Double 4" temporary solid 10' min .

...,<�-- Traffic flow yellow centerline. See Note 4. See Note 3

DISTANCE BETWEEN

SIGNS IN FEET

A B C 100 100 100 350 350 350 500 500 500

1000 1500 2640

PROJECT

MT FLAP PARK 34(2)

NOTE:

1. Signs are shown for one direction of travel only. Place signs similar to those depicted for the opposite direction of travel.

2. Final location and spacing of devices may be changed to fit field conditions as approved by the CO.

SHEET

NUMBER

E.6

3. For project specific minimum width, refer to Special Contract Requirements, Section 156.

4. If the roadway surface is paved, install temporary pavement markings. If nearest no-passing zone is within 400', extend markings to connect zones.

5. If closure is completely within the project limits, eliminate the ROAD WORK AHEAD (W20-1) and END ROAD WORK (G20-2) signs.

6. Install PASS WITH CARE sign (R4-2) at ends of no-passing zone if directed by the CO.

7. Do not allow equipment, materials, or vehicles to be parked or stored in the buffer space.

ADVANCE WARNING AREA

See Note 1

=====================�===��J7

�1�0�• m�in�.��=, 4" Temporary solid Traffic flow-->-- white edge line. See Note 4.

C B A

ADVANCE WARNING AREA (See Sign Spacing Table)

See Note 5

NOT R4-1

PASS

W13-1P (optional)

Channelizing devices

TAPER AREA BUFFER SPACE

(optional)

(See Length and Spacing Table)

Remove conflicting pavement markings

VARIABLE WORK SPACE BUFFER SPACE

(optional)

Reduce or eliminate drums in downstream taper if necessary to provide access to work space

TAPER AREA A

NO SCALE

TERMINATION AREA

G20-2 END

See Note 5 ROAD WORK

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

FLH STANDARD

TEMPORARY TRAFFIC CONTROL

PART LANE WIDTH AND

SHOULDER CLOSURE LAYOUT

STANDARD APPROVED FOR USE 6/2005 STANDARD

REVISED: 7/2022

635-11

6' - 12' See Note 4

Break-away holes.

See post detail (typ.)

SINGLE POST SIGN

::r: �

::r:

WOOD POST SELECTION TABLE

WIDTH AREA NUMBER POST SIZE D

"X" (SQFr) OF POSTS (INCH) (INCH)

Diamond:;:; 36" < 10

1 4x4 36 Other Shapes:;:; 48" 1 4x6 48

Diamond :;:; 48" 10 - 20 1 6x6 48

Diamond :;:; 48" 10 - 20 2 4x4 36 Other Shapes:;:; 12' 20 - 50 2 4x6 48

> 13' 50- 65 2 6x6 48 12' - 16' 50- 65 3 4x6 48

> 17' 65- 95 4 4x6 48 > 30' 65- 95 3 6x6 48

0.75X

I �

HOLE SIZE

(INCH)

1.5

1.5 1.5

0.2X

::r:

TWO POST SIGN

<t. Post

0.6X 0.2X

Long side of post

Bottom of sign panel

Field drill holes through post parallel to sign face.

See table for hole size

POST DETAIL

PROJECT

MT FLAP PARK 34(2)

NOTE:

1. Attach sign panels with a minimum of 2 - ¼" dia. bolts per post.

2. H1 and H2 = Overall post length.

Select post lengths to fit field conditions.

3. D = Post embedment depth for average soil conditions.

4. In areas where lateral distance is limited, a minimum lateral offset of 2' may be used. In areas with curbs, a minimum lateral distance of 1' behind the face of the curb may be used.

5. In pedestrian locations, or in areas with obstructed views, use 7' minimum mounting height for main sign and 6' minimum mounting height for secondary sign.

6. Use 7' minimum spacing between posts for sign posts 6" x 6" or larger.

7. State standards may be used as an alternative if approved by the CO.

�90°

• 200' 937 On tangent alignment

SIGN INSTALLATION ANGLE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

SHEET

NUMBER

E.7

FLH STANDARD

TEMPORARY TRAFFIC CONTROL

SIGN INSTALLATION

WOOD POSTS

NO SCALE

STANDARD APPROVED FOR USE 6/2005

REVISED: 7/2022

STANDARD

635-14

<I)

5.6 60.8 5.6

3.76 I 64.48 I 3.76

I 16 40 16 I

22.5 I 27 I 22.5

9.76 I 52.48

- 1-

9.76

('I')

PROJECT FUNDED BY THE lJ �

('I')

Bipartisan Infrastructure Law lJ �

('I')

INVESTING IN lJ.J co

!'\I

AMERICA lJ.J �

('I')

�U.S.-ol.-rldon Flclml Highway. Administration

Offlce.olFecl•ILlnds.H�

Lr) !'\I

Lri

('I') w � Three 0. 5-inch stripes spaced 0.5-mch apart

See USFS Pictograph and Note 3

2.3" Radius, 1" Border

1- 9.76 J \ See USDOT p;c,og'"ph

Dimensions:

Colors:

Area:

Legend, Border - White (retroref/ective) Background - Green (retroreflective) 24 sqft

BIL PROJECT FUNDING SOURCE SIGN

Lr) !'\I

Lri

4.75

PROJECT

MT FLAP PARK 34(2)

NOTES:

1. Unless otherwise noted, dimensions are inches.

2. Refer to Standard 635-14 for post and sign mounting requirements.

3. All incorporated pictographs are subject to approval.

Ensure all pictographs are vector-based, vinyl-ready.

Colors: Legend, Outline - Brown (retroref/ective) Background - White (retroref/ective)

USFS PICTOGRAPH

Lr) !'\I

Lr)

Lr) !'\I

Lr)

0.675 _y

14 25

3.6 10.15

3.6 10.2 I

U.S. Department of Transportation t3 Federal Highway Administration

Office of Federal Lands Highwa�

2.25 10.2

\_ 0.675 Colors: Legend - White (retroref/ective)

Background - Blue (retroreflective) Area: 0.52 sqft

USDOT PICTOGRAPH

0.5

0.45

1.175

0.5C ------

o. 7

0. 5C ------

o. 7

0. 5C

1.175 l_a.45

SHEET

NUMBER

E.8

BIPARTISAN INFRASTRUCTURE

LAW SIGN

A.1

A.2

A.3

A.4

C.1

D.1

D.2

D.3

D.4-D.29

mta-park34-2_PP

D.30

D.31a

D.32

D.33a

D.34

D.35

E.1

E.2-E.6

Std635-1 (1)

Std635-6 (1)

Std635-10

Std635-11

Std635-14

E.7

	2024-03-12T08:58:28-0700
BRENT L COE

File details come from the government source that posted it. Updated Mar 26, 2024.