glac-p-hq3_QC-Prelim Plans.pdf

PDF 9 MB Posted Sep 19, 2024

Attached to: Idaho, Montana, and Surrounding Areas Multiple Award Task Order Contract (MATOC)
Solicitation number: 690567-24-SN-0002
Issued by: Department of Transportation Federal Highway Administration

About this file

Written by GovTribe AI · Sep 19, 2024

This document is a set of preliminary plans for a federal contract opportunity, the MT NP GLAC P HQ(3) project for Glacier National Park Headquarters Parking Area Rehabilitation, Phase 3, located in Flathead County, Montana.

The plans provide details on the scope of work, which includes roadway reconstruction, parking area restoration, and drainage improvements. Key elements include excavation, grading, paving, milling, curbing, and sidewalks. This sample project will be used to evaluate price proposals for an upcoming Idaho, Montana, and Surrounding Areas Multiple Award Task Order Contract (MATOC) solicitation, which is expected to be released in the winter of 2024/2025. Prospective offerors are encouraged to view the site, but must coordinate access through the FHWA Kalispell office due to active construction in the area.

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BRITISH

COLUMBIA \ ALBERTA

I __ S:AN�DA ___ -2,A?�T�t!E_W_AJi_ - T

UNITED STATES

MONTANA KEY MAP

WOIRllD @ HIE!Rlilfe\GIE UNEs:O

§ff[E

TYPE OF CONSTRUCTION:

Roadway reconstruction, parking area restoration, and drainage improvements.

DESIGN DESIGNATION:

ADT (2023)

ADT (2043)

V e (max)

SPECIFICATION:

25MPH

0.060

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

VANCOUVER,WASHINGTON

PROJECT MANAGER

� M. TRAFFALIS

U. S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

GLACIER NATIONAL PARK

PLANS FOR PROPOSED PROJECT

MT NP GLAC P HQ(3)

GLAC HQ PARKING AREA

REHABILIATION, PHASE 3

GLACIER NATIONAL PARK

FLATHEAD COUNTY MONTANA

LENGTH 0.61 MILES

' �J ; t{'\(t J ·,;; l. ... (t; ,(, L

Scale in miles

GLACIER

NATIONAL

PARK

FLATHEAD

NATIONAL

FOREST

NPS PMIS No. 331880A & 331881A NPS Drw No. xxxxxx

C .

PROJECT

MT NP GLAC P HQ(3)

SECTION INDEX

GENERAL INFORMATION

SUMMARY OF QUANTITIES

TYPICAL SEC TIONS

PLAN - PLAN

SITE PLAN

SOIL EROSION AND SEDIMENT CONTROL

TEMPORARY TRAFFIC CONTROL

PERMANENT TRAFFIC CONTROL

EXISTING UTILITIES

See Sheet A.2 for complete Sheet Index.

PRO.JECT LOCATION

See Sheets A.3-4

APPROVED:

SHEET

NUMBER

A.1

Chief of Engineering, DATE

Western Federal Lands Highway Division

Park Superintendent Glacier National Park

DATE

Prel im ina ry

– Not for

C on str uc tio n

J u ly

S h e e t

I n d e x c p w w o r k

\g la c p h q p ln g e n e r a l.

d g n

SHEET INDEX

PROJECT

NUMBER

SHEET

A.2

NPS Drwg No. xxxxxx NPS PMIS No. 331880A & 331881A

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

PROJECT LOCATION

GLACIER

NATIONAL

PARK

LAKE MCDONALD

M C

D O

N A

L D

C R E E K

M id d le

Fo rk

Flathead River

A p g a r

Lookout

Trail

Q u a r te r

C ir c le

Bridg e

Roa d

G o in g T o T h e S u n

R o a d

G o in g T o T h e S u n R o a d

PARK

BOUNDARY

Ri ve r B en d

Ryan Ro ad

See Sheet A.4

50 miles

East Glacier Park

15 miles

Columbia Falls

J u ly

V ic in it y M a p p w w o r k

\g la c p h q p ln g e n e r a l.

d g n

SHEET 1 of 2

VICINITY MAP

PROJECT

A.4

MT NP GLAC P HQ(3)

Prel im ina ry

– Not for

C on str uc tio

S o y e n C ir c le

BEGIN PROJECT

600+00.00

Begin "ALI_MAIN_02"

700+00.00

Begin "ALI_MAIN_03"

515+69.83

End "ALI_MAIN_01"

613+82.60

End "ALI_MAIN_02"

Flathead River

Middle Fork

G r in n e ll D r

Vint Blvd

Mather Dr.

G o in g T o T h e S u n R o a d

Going To The Sun Road

M id d le F o rk F la th e a d R iv e r

West Glacier

C o lu m b ia F a ll s

.1 m il e s

E a st G la ci e r

P a rk V il la g e

.4 m il ain t M ary 8 .9 M iles

Headquarters Rd.

K a li s p e ll m il e s

Glacier Route 1 Road

"ALI_MAIN_01" 500+00.00

PARK

B O

U N

D A

R Y

J u ly

V ic in it y M a p p w

-w o rk \d

\g la c -p

-h q p ln g e n e ra l.

d g n

SHEET 2 of 2

VICINITY MAP

PROJECT

A.4

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc tio b

2-inch compacted depth

Asphalt concrete pavement, type 1, Asphalt pavement milling, 2-inch depth depth varies

Existing asphalt pavement, LC

Existing ground

C o n s tr u c ti o n l im it match existingmatch existing

5' 5'

Turf establishment limit

C o n s tr u c ti o n l im it

500+26.46 to 515+69.83

GRINNELL DR

"ALI_MAIN_01"

MATHER DR

"ALI_MAIN_02"

600+00.00 to 613+82.60

FOOTNOTE:

10' "ALI_MAIN_02" 600+00.00 to 613+82.60

10' "ALI_MAIN_01" 507+16.10 to 515+69.83

12' "ALI_MAIN_01" 500+26.46 to 507+16.10

Traveled lane varies as follows:[1]

J u ly

T Y

A L

S E

C T

S G

N E

L L

D R

A N

D M

A T

H E

R D

R p w w o r k

\g la c p h q ty p

M a th e r

G r in n e ll

.d g n

MATHER DR

GRINNELL DR AND

TYPICAL SECTIONS

PROJECT

C.1

MT NP GLAC P HQ(3)

Traveled lane

[1]

Varies

Traveled lane

Varies

Prel im ina ry

– N ot for C on str uc

4-inch compacted depth, placed in two equal lifts

Asphalt concrete pavement, type 1

8-inch compacted depth

Roadway aggregate, method 2

Select borrow, 6-inch compacted depth course, 4-inch depth

Aggregate-topsoil topsoil course, 4-inch depth

Aggregate-

Profile grade

SCOYEN CIRCLE

�2% 2%�

Existing groundExisting ground

Shldr

Travel way

14'

Travel way

14' Shldr

2' limit

Turf establishment

C o n s tr u c ti o n l im it s

C o n s tr u c ti o n l im it

E x is ti n g U ti li ty

"ALI_MAIN_03"

700+11.03 to 703+44.89

Turf establishment limit prior to start of field work per approval of the CO.

and Fiber Optic). Contractor to field verify location and depth underground utilities (Gas, Sanitary Sewer, Phone, Water, Power Depth of Select Borrow is 0" within 2 horizontal feet of existing

FOOTNOTE:

J u ly

Y P

L S

E C

N S

C O

Y E

N C

L E p w

-w o rk \d

\g la c -p

-h q ty p

S c o y e n .d g n

SCOYEN CIRCLE

TYPICAL SECTION

PROJECT

C.2

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

FIBER

24105 to be constructed

"ALI_MAIN_01" Line

Edge of pavement

23-HQ104

GRINNELL DRIVE

G O I N

G T

O T

H E S

U N R

O A

D H E

A D

Q U

A R

T E

R S R

O A

Edge of pavement

Construction limit

0 5

N to be constructed

"ALI_MAIN_01" Line

Edge of pavement

23-HQ103

23-HQ201

GRINNELL DRIVE

V I N

T B

L V

Construction limit

BEGIN PROJECT

"ALI_MAIN_01" 500+00.00

E= 881147.0128

N=1581448.1020

BEGIN CONSTRUCTION

"ALI_MAIN_01" 500+22.27

E= 881168.4717

N=1581454.0385

0 5

J u ly

G r in n e ll

D r iv e P la n o f p w w o r k \d

\g la c p h q p n p G r in n e l.

d g n

SHEET 1 of 2

GRINNELL DRIVE PLAN

PROJECT

D.4

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

ASPHALT

ASP

HALT

VALVE

WATER

8" LID

VALVE

WATER

8" LID

SS26" DIA

VALVE

WATER

8" LID

VALVE

WATER

8" LID

23-HQ202

to be constructed

"ALI_MAIN_01" Line

Edge of pavement

GRINNELL DRIVE

Edge of pavement

M A

T H

E R D

R I V

"ALI_MAIN_02"

R t

' R t

63.57' Rt

+84.73

41.27' Rt

+80.70

Construction limit

Roadway obliteration

END CONSTRUCTION

"ALI_MAIN_01" 515+69.83

E= 882626.7282

N=1581919.4285

"ALI_MAIN_02" 600+52.46

"ALI_MAIN_01" 514+87.68 =

obliteration, method 1

Roadway

E= 882565.9111

N=1581826.9301

"ALI_MAIN_02" 600+32.41

BEGIN CONSTRUCTION

3 5

4 5

J u ly

G r in n e ll

D r iv e P la n o f p w w o r k \d

\g la c p h q p n p G r in n e l.

d g n

SHEET 2 of 2

GRINNELL DRIVE PLAN

PROJECT

D.5

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

P H

A L T

A S

P H

A L T

VALVE

WATER

L I D

VALVE

WATER

L I D

S S

D I A

VALVE

WATER

L I D

VALVE

WATER

L I D

+VALVE

WATER

L I D

+VALVE

WATER

L I D

+VALVE

WATER

L I D

+VALVE

WATER

L I D

N to be constructed

"ALI_MAIN_02" Line

G R

N E

L L D

Edge of pavement

MATHER DRIVE

Edge of pavement

23-HQ202

23-HQ203

"ALI_MAIN_01"

Construction limit

VALVE

WATER

VALVE

WATER

VALVE

WATER

ID VALVE

WATER

VALVE

WATER

S S

VALVE

WATER

Edge of pavement

Line to be constructed

"ALI_MAIN_02"

23-HQ204

MATHER DRIVE

Construction limit

END CONSTRUCTION

"ALI_MAIN_01" 515+69.83

E= 882626.7282

N=1581919.4285

BEGIN CONSTRUCTION

"ALI_MAIN_01" 514+87.67

"ALI_MAIN_02" 600+52.46

7 6

E= 882565.9111

N= 1581826.9301

"ALI MAIN 02" 601+32.41

J u ly

M a th e r D r iv e P la n o f p w w o r k

\g la c p h q p n p

M a th e r .d g n

SHEET 1 of 2

MATHER DRIVE PLAN

PROJECT

D.6

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

VALVE

WATER

VALVE

WATER

S S

A S

P H

A L

VALVE

WATER

S S

F.O.

A S

P H

A L T

Edge of pavement

Edge of pavement Line to be constructed

"ALI_MAIN_02"

Edge of pavement

MATHER DRIVE

S C

O Y

E N C I R

C L

E"ALI_MAIN_03"

Construction limit

END CONSTRUCTION

"ALI_MAIN_02" 613+82.60

E= 883079.4650

N=1580712.2357

"ALI_MAIN_02" 611+70.04

"ALI_MAIN_03" 700+00.00 =

J u ly

M a th e r D r iv e P la n o f p w w o r k

\g la c p h q p n p

M a th e r .d g n

SHEET 2 of 2

MATHER DRIVE PLAN

PROJECT

D.7

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

Profile grade

Existing ground

+0.85% -1.48% +0.50% -0.09%

L P

SSD = 480'

K = 13

30' VC

SSD = 1886'

K = 170

100' VC

HLSD = 1093'

K = 25

50' VC3

699+00 700+00 701+00 702+00 703+00 704+00 705+00

3,200 3,200

3,210 3,210

VALVE

WATER

APP

ATE

APP

ATE

APP

ATE

VALVE

WATER

W V

APP

ATE

WAT

APP

ATE

APP

ATE

to be constructed

"ALI_MAIN_03" Line

Construction limit

Edge of pavement

Construction limit

M A

T H

E R D

R I V

"ALI_MAIN_02"

HQ205

HQ206

L t

R t

41.32 ' Lt

+14.60

43.88 ' Rt

+07.88

L t

R t

L t

R t

42.34 ' Lt

+03.64

43.18 ' Rt

+96.90

"ALI_MAIN_03" 702+51.53 =

"ALI_APPR_06" 0+00.00

Slope stake limit

BEGIN CONSTRUCTION

"ALI_MAIN_03" 700+11.03

E= 882942.6014

N=1580873.2677

E= 882671.2818

N=1580682.6457

"ALI_MAIN_03" 703+44.89

END CONSTRUCTION

S46°5 2'42"

S50°16' 55"W

S65°24'33"W

PI 700+82.34

Δ = 03°24'12" (RT)

R = 1,000.00' T = 29.71' L = 59.40' e = ___

PI 702+27.04

Δ = 15°07'38" (RT)

R = 600.00' T = 79.67' L = 158.41' e = ___

P C

P T

P C

P T

2 7

SCOYEN CIRCLE

R U

R in Scoyen Circle Lot See sheet E.2 for continuation

"ALI_MAIN_02" 611+70.04

"ALI_MAIN_03" 700+00.00 =

J u ly

S c o y e n C ir c le

P la n a n d P ro fi le p w

-w o rk \d

\g la c -p

-h q

S c o y e n .d g n

PLAN AND PROFILE

SCOYEN CIRCLE

PROJECT

D.8

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

EX3

APP

ROXI

MATE

APP

ROXI

MATE

ASP

HALT

ASP

HALT

ASP

HALT

ASP

HALT

F.O.

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

ADI

DOCK

WVWV

TPTPTP

VALVE

WATER

HQ206

HQ207

Construction limit

Construction limit Construction limit

Construction limit

Adust water valve

Adust gas valve

Manhole adjustment Manhole adjustment

Manhole adjustment

J u ly

S c o y e n

C ir c le

L o t S it e P la p w w o r k \d

\g la c p h q p n p S c o y e n l o t.

d g n

SITE PLAN

SCOYEN CIRCLE LOT

PROJECT

E.2

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

Ex. ground tack coat between lifts

4-inch compacted depth, placed in two equal lifts, Asphalt concrete pavement, type 1

8-inch compacted depth

Roadway aggregate, method 2

Select borrow, 6-inch depth

4-inch compacted depth

Aggregate topsoil course, 8-inch compacted depth

Roadway aggregate, method 2

Select borrow, 6-inch depth

See travel way detail See travel way detail See shoulder detail See shoulder detail

See shoulder detail

See travel way detail N

Building Building

Verge

8.5'

Travel way

57.8'

Shoulder

Travel way

101.9'

Verge

3.4'

Shoulder

Travel way

24'

Shoulder

TRAVEL WAY SHOULDER

SECTION A-AA

SECTION LAYOUT

J u ly

S c o y e n

C ir c le

L o t S e c ti o p w w o r k \d

\g la c p h q p n p S c o y e n l o t.

d g n

SECTION

SCOYEN CIRCLE LOT

PROJECT

E.3

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

EX3

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

ADI

Construction limit

Construction limitConstruction limit

Construction limit

Edge of pavement

Auto Shop

Edge of pavement

31'

27.5'

131'

J u ly

S c o y e n C ir c le

L o t

L a y o u t

P la p w w o r k \d

\g la c p h q p n p S c o y e n l o t.

d g n

LAYOUT PLAN

SCOYEN CIRCLE LOT

PROJECT

E.4

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

TELE

HQ104

BEGIN CONSTRUCTION

Edge of pavement

Construction limits

Turf establishment

0 5

SCHEDULE B

"ALI MAIN 01" 500+22.26

GRINNELL DRIVE

H Q R

O A

HQ201

HQ103

Edge of pavement

Construction limits

Turf establishment

Turf establishment Turf establishment

GRINNELL DRIVE

V I N

T B

L V

Turf establishment, (government provided seed).

See sheet F.8 for details.

Install soil erosion control, fiber rolls.

LEGEND:

J u ly

S E

S C

G r in n e l

D r iv e

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

\g la c p h q p ln e c .d g n

SHEET 1 of 2

CONTROL - GRINNELL DRIVE

SOIL EROSION AND SEDIMENT

PROJECT

F.2

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

Turf establishment, (government provided seed).

See sheet F.8 for details.

Install soil erosion control, fiber rolls.

LEGEND:

VALVE

WATER

VALVE

WATER

+VALVE

WATER

HQ201

END CONSTRUCTION

Edge of pavement Construction limits

Turf establishment

Construction limit

Edge of pavement pavement

Edge of limit

Construction establishment

Turf

"ALI MAIN 01" 514+87.67

Soil Erosion control, Fiber roll

514+02 514+80 RT.

4 5

GRINNELL DRIVE

M A

T H

E R D

R I V

SCHEDULE B

"ALI MAIN 01" 515+68.49

"ALI MAIN 02" 600+52.46

J u ly

S E

S C

G r in n e l

D r iv e

S h e p w w o r k \d

\g la c p h q p ln e c .d g n

SHEET 2 of 2

CONTROL - GRINNELL DRIVE

SOIL EROSION AND SEDIMENT

PROJECT

F.3

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

Install soil erosion control, fiber rolls.

LEGEND:

VALVE

WATER

VALVE

WATER

+VALVE

WATER

VALVE

WATER

Edge of pavement Construction limit

Construction limit

Turf establishment

Turf establishment Turf establishment

BEGIN CONSTRUCTION

Construction limit

Turf establishment

MATHER DRIVE

G R

N E

L L D

ESCHEDULE B

"ALI MAIN 02 600+00

VALVE

WATER

VALVE

WATER

VALVE

WATER+ +

VALVE

WATER

VALVE

WATER

VALVE

WATER

VALVE

WATER

VALVE

WATER

VALVE

WATER

HQ203

HQ204

Edge of pavement Construction limits

Construction limit Construction limit

Construction limit

Turf establishment

Construction limit

5 6

6 6

MATHER DRIVE

S P

E R

R Y D

R I V

A B

R I G

H T C I R

C L E

J u ly

S E

S C

M a th e r D r iv e

S h e p w w o r k \d

\g la c p h q p ln e c .d g n

SHEET 1 of 2

CONTROL - MATHER DRIVE

SOIL EROSION AND SEDIMENT

PROJECT

F.4

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

Install soil erosion control, fiber rolls.

LEGEND:

S D

T P

+VALVE

WATER

T P

VALVE

WATER

VALVE

WATER

F.O.

END CONSTRUCTION

"ALI MAIN 02" 611+70.44

Edge of pavement

Construction limits

Turf establishment

MATHER DRIVE

S C

O Y

E N C I R

C L E

SCHEDULE B

"ALI MAIN 02" 613+82.60

"ALI MAIN 03" 700+00.00

J u ly

S E

S C

M a th e r D r iv e

S h e p w w o r k \d

\g la c p h q p ln e c .d g n

SHEET 2 of 2

CONTROL - MATHER DRIVE

SOIL EROSION AND SEDIMENT

PROJECT

F.5

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

Install soil erosion control, fiber rolls.

LEGEND:

VALVE

WATER

VALVE

WATER

W V

APP

R O

ATE

WAT

APP

R O

ATE

APP

R O

ATE

HQ205

BEGIN PROJECT

END PROJECT

Edge of pavement

Construction limits

Construction limit

Construction limit establishment

Turf

Turf establishment

Turf establishment stake limit

Slope

Slope stake limit

Slope stake limit Slope stake limit

Slope stake limit

"ALI MAIN 03" 700+00.00

Soil erosion control, fiber roll

700+15 to 702+25 RT.

Soil erosion control, fiber roll

702+79 to 703+45 RT.

Soil erosion control, fiber roll

700+22 to 7031+34 LT.

Soil erosion control, fiber roll

701+64 to 702+61 LT.

Soil erosion control, fiber roll

702+83 to 703+45 LT.

2 7

SCHEDULE A

"ALI MAIN 03" 700+00.00

SCHEDULE A

"ALI MAIN 03" 703+44.89

SCOYEN CIRCLE

M A

T H

E R D

R I V

R U

H L E D

"ALI MAIN 02" 611+70.44

J u ly

S E

S C

S c o y e n C ir c le

S h e p w w o r k \d

\g la c p h q p ln e c .d g n

CONTROL - SCOYEN CIRCLE

SOIL EROSION AND SEDIMENT

PROJECT

F.6

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

Install soil erosion control, fiber rolls.

LEGEND:

W V

EX3

APP

ROXI

MATE

W V

APP

ROXI

MATE

W V

VALVE

WATER

F.O.

APP

ROXI

MATE

W V

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

APP

ROXI

MATE

ADI

HQ206

HQ207

Construction limit Construction limit

Construction limit

Slope stake limit

Construction limit

Edge of pavement

Turf establishment

END PROJECT

BEGIN PROJECT

END PROJECT

Soil erosion control, fiber roll

704+14 to 704+15 LT.

Soil erosion control, fiber roll

704+73 to 705+03 LT.

Soil erosion control, fiber roll

705+84 to 706+29 LT.

Soil erosion control, fiber roll

704+82 to 705+40 RT.

Soil erosion control, fiber roll

704+83 to 704+88 RT.

Soil erosion control, fiber roll

703+68 to 704+69 RT.

3206.21El.=

'20.93

706+28.08

Soil erosion control, fiber roll

703+45 to 703+72 RT.

SCHEDULE A

"ALI MAIN 03" 706+16.03

SCHEDULE A

"ALI MAIN 03" 703+44.89

SCHEDULE A

"ALI MAIN 03" 706+16.52

J u ly

S E

S C

S c o y e n

C ir c le

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

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SCOYEN CIRCLE LOT

CONTROL -

SOIL EROSION AND SEDIMENT

PROJECT

F.7

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

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

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

F.8

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

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

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

(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 specify the distance to the work area in feet or in miles. Install an The message on the W20-1 signs may be ROAD WORK AHEAD or may roads only).

name of the road on which the construction does occur (applies to major construction work occurs, include a supplementary plaque indicating the 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.

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

Ensure all sign supports exposed to traffic are crashworthy.

construction area.

needed to indicate a maximum recommended speed through the Install advisory speed plaques under the W20 series warning signs as messages as required.

signs, locate the warning signs to fit field conditions as approved. Vary Where advance warning signs, placed as shown, interfere with permanent operations.

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

Erect all project advance warning signs before starting construction work.

State standards may be used as an alternative if approved.

verify that an encroachment permit has been obtained.

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

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

Ro ad N ame

SIGN SPACING TABLE

For work zones that are 2 miles or more in length, install G20-1 signs

Sign Spacing Table.

When used, place the two W20-1 signs "B" feet apart according to the additional W20-1 sign when approach speeds exceed 50 mph.

Expressway / Freeway

NO SCALE

SIGNS IN FEET

Rural greater than 50 mph

Urban and Rural 35 mph to 50 mph

Urban and Rural 30 mph and less

ADVANCE SIGNING

TEMPORARY TRAFFIC CONTROL

635-1

FP-24, FP-14

2/2024

FLH STANDARD

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

G.2

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

See post detail (typ.)

Breakaway holes

See table for hole size parallel to sign face.

Field drill holes through post

Bottom of sign panel

Post�

Local tangent

< 10

" diameter4 1Attach sign panels with a minimum of two a minimum lateral distance of 1 ft behind the face of lateral offset of 2 ft may be used. In areas with curbs, 6" x 6" or larger.

Use 7 ft minimum spacing between posts for sign posts and 6 ft minimum mounting height for secondary sign.

use 7 ft minimum mounting height for main sign

NOTE:

90°

93°

WOOD POST SELECTION TABLE

X X

0.75X

0.2X0.6X 0.2X

Long side of post

In areas where lateral distance is limited, a minimum

D = Post embedment depth for average soil conditions.

Select post lengths to fit field conditions.

H1 and H2 = Overall post length.

bolts per post.

In pedestrian locations, or in areas with obstructed views, the curb may be used.

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

E d g e o f s h o u ld e r

E d g e o f tr a v e le d w a y

State standards may be used as an alternative if approved.

S e e N o te m in

See Note 4

6' - 12'

On tangent alignment

200'

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

(INCH) (INCH) (INCH)

Diamond ≤ 48"

65 - 95

50 - 65

20 - 50

10 - 20

> 30'

> 17'

12' - 16'

> 13'

6 x 6

4 x 6

6 x 6

4 x 6

4 x 4

6 x 6

4 x 6

4 x 4

1.5

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

635-14

FP-24, FP-14

2/2024

FLH STANDARD

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

PROJECT

G.5

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

BEGIN PROJECT

Proposed edge of pavement centerline, 4" width type D, solid double yellow

Apply pavement markings,preserve and protect

Existing sign, type D, solid white, 4" width

Apply pavement markings, SCHEDULE B

"ALI MAIN 01" 500+22.26

N centerline, 4" width type D, solid double yellow

Apply pavement markings, preserve and protect

Existing sign, preserve and protect

Existing sign, Proposed edge of pavement

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SHEET 1 of 2

PLAN - GRINNELL DRIVE

PERMANENT TRAFFIC CONTROL

PROJECT

H.2

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc centerline, 4" width type D, solid double yellow

Apply pavement markings, preserve and protect

Existing sign, preserve and protect

Existing sign, Proposed edge of pavement

END CONSTRUCTION

preserve and protect

Existing sign, preserve and protect

Existing sign, SCHEDULE B

"ALI MAIN 01" 515+68.49

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G r in n e l

D r iv e

S h e p w w o r k

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SHEET 2 of 2

PLAN - GRINNELL DRIVE

PERMANENT TRAFFIC CONTROL

PROJECT

H.3

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc type D, solid white, 4" width

Apply pavement markings, preserve and protect

Existing sign, preserve and protect

Existing sign, Proposed edge of pavement

BEGIN CONSTRUCTION

SCHEDULE B

"ALI MAIN 03" 600+00.00

N preserve and protect

Existing sign, preserve and protect

Existing sign, Proposed edge of pavement

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M a th e r D r iv e

S h e p w w o r k

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SHEET 1 of 2

PLAN - MATHER DRIVE

PERMANENT TRAFFIC CONTROL

PROJECT

H.4

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc preserve and protect

Existing sign, preserve and protect

Existing sign, Proposed edge of pavement

3207.92El.=

'0.00

613+82.60

END CONSTRUCTION

SCHEDULE B

"ALI MAIN 02" 613+82.60

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M a th e r D r iv e

S h e p w w o r k

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SHEET 2 of 2

PLAN - MATHER DRIVE

PERMANENT TRAFFIC CONTROL

PROJECT

H.5

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

BEGIN CONSTRUCTION

Proposed edge of pavement

Remove and reset sign

700+22 LT.

Remove and reset sign

700+40 LT.

Remove and reset sign

702+42 LT.

light pole

Preserve and protect

700+26 RT.

protect light pole

Preserve and

702+07 RT.

END CONSTRUCTION

SCHEDULE A

"ALI MAIN 03" 700+00

SCHEDULE A

"ALI MAIN 03" 703+44.89

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PLAN - SCOYEN CIRCLE

PERMANENT TRAFFIC CONTROL

PROJECT

H.6

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

SINGLE POST SIGNS

POST DETAIL

THREE POST SIGNS FOUR POST SIGNS

MINIMUM DISTANCE TO SIGN

SIGN INSTALLATION ANGLE

SIGNS WITHOUT ANGLES

TYPICAL MOUNTING FOR

WOOD POST SELECTION TABLE

Direction of traffic flow

SIZE

POST NUMBER OF POSTS

1 2 3 4 D diameter and hole depth

Notch from curb

Offset (W)

Lateral

Height (V)

Mounting

TWO POST SIGNS

of traveled way

Elevation at edge of traveled way

Elevation at edge

E d g e o f s h o u ld e r

E d g e o f t r a v e le d w a y

E d g e o f s h o u ld e r

E d g e o f t r a v e le d w a y

E d g e o f s h o u ld e r

Location

Rural Districts

Residence Districts

Business or

See table for hole size post, parallel to sign face.

Field drill holes through a secondary sign mounted below another sign.

exceeds the limit for the largest post, use steel post installation.

Values shown are the maximum permitted. If the product of XYZ

E d g e o f t r a v e le d w a y

E d g e o f s h o u ld e r

Finish ground line

NO SCALE

rectangle enclosing all the signs.

- Multiple sign installations: X and Y are the dimensions of a dimensions of the signs.

- Single sign, or back to back signs: X and Y are the overall

For the purpose of post selection X and Y are as follows:

longest post.

Z is the height from ground line to mid-height of sign at the conditions. See Wood Post Selection Table below.

D is the minimum post embedment depth for average soil fit field conditions.

indicate overall post length. Select post lengths to 4 thru H1H is vulnerable to being struck when placed outside the clear zone.

Traffic barrier protection is required for all posts larger than

CL post

Backfill material

0.15X0.35X0.35X0.15X ty p

V Y

Backfill material

0.125X0.25X0.25X0.25X0.125X

Y Z

H ty p

V Y

Z ty p

Same post size

Bottom of sign

Long side of post single post installations of post. Omit notch for

Saw cut notch full width

Same post size

Backfill material

(See Post Selection table)

Notch depth (where required)

Backfill material

Z ty p

V Y

0.2X0.6X0.2X

(inch)

8 x 12

8 x 10

6 x 10

6 x 8

6 x 6

4 x 6

4 x 4

Product of X-Y-Z in CUFT

6'-0"

5'-0"

4'-0"

3'-0"

For all retroflectorized signs where W > 25'

6 ft 5 ft

7 ft 2 ft

V may be reduced by 1 foot in rural districts for

22 ft (max.)

X=14 ft (min.) to maximum

X=5 ft to 12 ft (max.)

X=4 ft (min.)

18 ft (max.)

X=10 ft (min.) to

" outside dia.) 4 1(1 oversized washer

" nonmetallic16

" oversized washer16 5" lock nut16

" bolt16

" bolt thru the post8

6" x 8" when located within the clear zone or if the post

NOTE:

all around (typ.)

3" minimum all around (typ.)

3" minimum

DETAIL APPROVED FOR USE 10/2009

REVISED:

633-7W

WFLHD DETAIL

WOOD POSTS

INSTALLATION

PERMANENT SIGN

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

H.7

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

Striping Plans.

accessibility symbol unless a border is indicated in the

The Accessibility Parking Space marking only includes the

"Standard Highway Signs", current edition.

All letters, numerals and symbols shall conform with the current edition.

with the ''Manual on Uniform Traffic Control Devices'' (MUTCD), Place pavement word and symbol markings in accordance

TYPE

ACCESSIBILITY PARKING SPACE MARKING

"AHEAD" WORD MARKING "SCHOOL" WORD MARKING

"ONLY" WORD MARKING"YIELD" WORD MARKING"STOP" WORD MARKING

TURN LANE-USE ARROW PAVEMENT MARKING AREASLANE-USE ARROW

THROUGH

LANE-USE ARROW

TURN AND THROUGH

TRIANGLE SYMBOL

YIELD AHEAD

NOTE:

NO SCALE

Turn and Through Lane-Use Arrow

Turn Lane-Use Arrow

Through Lane-Use Arrow

YIELD Word Marking

STOP Word Marking

SCHOOL Word Marking

ONLY Word Marking

AHEAD Word Marking

Accessibility Marking w/ border (Blue)

Accessibility Marking w/ border (White)

Accessibility Marking (symbol only) specified in the Striping Plans

Blue background when border in the Striping Plans

White border when specified

P H

)8"

14"12"14"

12"30"30"

33"

12"30"30"

33"

14"

6.75'

4" Typical

4" Minimum

T y p

4" Minimum

4" Typical

Yield Ahead Triangle (V≥45 MPH)

Yield Ahead Triangle (V≤40 MPH)

9.75'8'

27"

T y p

SQFT

M in im u m

6" R

3" Minimum

9" R

"21

45"

3"R

24" Minimum

DETAIL APPROVED FOR USE 3/2003

10/2007 11/2006REVISED: 634-1W

WFLHD DETAIL

SYMBOLS AND WORDS

PAVEMENT MARKINGS

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

H.8

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc required by the maintaining agency.

pavement markings when specified on the plans or when

Typical pavement marking widths are shown. Use wider for curve widening transition locations.

throughout the curve widening area. See staking details the roadway. Maintain a constant shoulder width "s" curve widening "w" to achieve equal lane widths within

Paint centerline pavement markings on curves with curb interface when curb is present.

Place edge line pavement markings at asphalt/concrete

TYPICAL PAVEMENT MARKING APPLICATIONS

CENTERLINE MODIFICATION FOR CURVES WITH WIDENING APPLIED ON INSIDE

CENTERLINE DETAIL

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

L a n e

L a n e s s w

Transition

Curve widening

Transition

S h o u ld e r s

T ra v e l

S h o u ld e r s s L h o u ld e r

L a n e

T r a v e l

L a n e

T r a v l h o u ld e r

L w w w w when specified in plans required by the maintaining agency when specified in the plans or when

Increase spacing between parallel lines markings when specified

Approach road pavement break specified in plans extension when edge line line when specified in plans yellow centerline line extension

Turnout

Edge of pavement allow sufficient sight distance

Major approach road

Minor approach

Centerline as required

Edge line when specified in plans and location of top lift pavement joint

Offset centerline for pavement markings

Design

Edge line when specified in plans

4" solid white edge line

4" dotted white line 4" dotted white

4" solid white edge

4" solid double

Locate 12" wide stop line to 4" broken yellow centerline m a x m in

2' 10'30'10'30'10'

2' to 6'

NOTE:

DETAIL APPROVED FOR USE 10/2007

10/2012REVISED:

634-2W

WFLHD DETAIL

PAVEMENT MARKINGS

LINEAR

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

H.9

MT NP GLAC P HQ(3)

Prel im ina ry

– N ot for C on str uc

glac-p-hq3_A_Sheets

A. General

A.1

A.2

A.3

A.4

A.5

glac-p-hq3_B_Sheets

Sheet

Sheet (2)

glac-p-hq3_C_Sheets

C. Typical Section

C.1

C.2

glac-p-hq3_D_Sheets

D. Overlay Plan and Plan

D.1

D.2

D.3

D.4

D.5

D.6

D.7

D.8

glac-p-hq3_E_Sheets

E. Scoyen Circle Lot (1)

E.1

E.2

E.3

E.4

glac-p-hq3_F_Sheets

F. Soil Erosion and Sediment Control

F.1

F.2

F.3

F.4

F.5

F.6

F.7

F.8

glac-p-hq3_G_Sheets

G. Temporary Traffic Control

G.1

G.2

G.3

G.4

G.5

glac-p-hq3_H_Sheets

H. Permanent Traffic Control

H.1

H.2

H.3

H.4

H.5

H.6

H.7

H.8

H.9

File details come from the government source that posted it. Updated Sep 19, 2024.