glac-p-hq1_-Planset.pdf

DAVID ROEMER

Digitally signed by DAVID

ROEMER

Date: 2024.04.11 17:32:20 -06'00'

EL. 1234.56

BH TP

NO SCALE

θs Ø ∆c spiral central angle diameter curve central angle total central angle approach ahead average daily traffic abutment appr.

AH

ADT

abut.

between bearing bridge balance point bench mark back face back btwn brg.

br.

BP

BM

b.f.

BK

ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

clr.

cc or c. to c.

centers point of curve to spiral continuous construction joint connection concrete column corrugated metal pipe clear centerline center to center

W

RIP

DI

G W G WV

E

N 0

CP GPS

SEC. SEC.

36 31

36 31

N

T T

CUYD

culv.

CUFT

cubic yard(s) culvert cubic foot (feet) mon.

min.

MGAL

max.

matl.

M.P.

M.L.

monument minimum thousand gallon maximum material mile post main line

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Control Point (Terrestrial and GPS)

Gas & Water Meter; Gas & Water Valve

Flagpole; Fire Hydrant

Cooking Grate; Garbage Can; Picnic Table

Boulder; Well; Antenna; Grave

Above Ground Tank; Underground Tank

Spot Elevation; Coordinate Grid Tick

Material Source; Bore Hole; Test Pit

Treeline; Individual Trees

Spring or Seep

Section Line 4

Section Corner (Found, Projected) 4

Section Line 16

Section Corner (Found, Projected)16

Property Line

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Paved, Gravel)

Railroad

Trail

Fiber Roll

Silt Fence

Sandbag

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservior; Marshland

North Arrow

Slope Stake Limits Top of Cut

Toe of Fill

Construction Limits

Bottom of Ditch

Fence

Gate with Fence

Cattleguard

Guardrail

Concrete Barrier and Guard Wall

Retaining Wall wall face

Signs (single, double post; portable)

Delineators

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Pipe Culvert with Drop Inlet

Box Culvert

Underdrain

Overhead/Above Ground Utilities

Underground Utilities

Light, Support w/Anchor) Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

Building

Right-of-Way Line

Permanent Easement

Construction Easement

Riprap

- no symbol -

Section A-A

EXISTING PROPOSED

STEAM = steam, T = telephone, TV = CATV, W = water P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, UP = transformer or junction box, WF = water fountain EM = electric meter, T = telephone pedestal, TV = CATV pedestal,

- no symbol -

DI

A A

NOTE:

1.

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend

W west drwg(s).

dist.

diaph.

dia.

DHV

D exp. jt.

exc.

EW

EQ or eq.

EOP

emb.

elev.

El. 94.16 e.f.

e E expansion joint excavation edge of water equation edge of pavement embankment elevation elevation in feet each face superelevation rate east drawing(s) distance diaphragm diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge) jt.

IE

ID

joint invert elevation inside diameter ftg.

flg.

fin.

f.f.

footing flange finish front face

LW

lt. or LT Ls

LPSM

long.

LNFT

lat.

L low water left length of spiral lump sum longitudinal linear foot (feet) latitude length of curve rte.

rt. or RT reqd.

reinf.

rdwy.

R/W R.

R route right required reinforcement roadway right-of-way range radius typ.

Ts

TS

thd.

TBM

T.

T typical tangent distance (spiraled curve) point of tangent to spiral thread temporary bench mark township tangent distance

VPI

vph V vertical point of intersection vehicles per hour design speed (velocity)

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sect.

SC

SADT

S point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced slurry unit shoulder section point of spiral to curve seasonal average daily traffic south

KSI

square inch thousand pounds per pvmt.

PT

PST

PSC

PSI

PSF

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve pounds per square inch pounds per square foot point of tangent to spiral point on tangent point on spiral point on curve plate point of intersection point of curve to spiral point of compound curve point of curve

OHWM

OG

OD

o. to o.

o.c.

ordinary high water mark original ground outside diameter out to out on center

NC

N normal crown north

11/2001 DETAIL APPROVED FOR USE

6/2022

10/2014 10/2009 1/2007 9/2005 REVISED: 101-1 W

ABBREVIATIONS

PLAN SYMBOLS AND

:1

P

M

A p ri l

P la n S y m b o ls a n d A b b re v ia ti o n s c p w

-w o rk

\d \g la c -p

-h q p ln g e n .d g n

WFLHD DETAIL

DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

NUMBER

SHEET

A.2

NPS PMIS No. 319138 & 319139

MT NP GLAC P HQ (1)

S o y e n C ir c le

N

RESUME PROJECT

MAINTENANCE AREA

VINT BLVD

PARKING AREA

EMPLOYEE

SUSPEND PROJECT

SUSPEND PROJECT

BEGIN PROJECT

Middle Fork

Flathead River

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

O ld R iv e r

B ri dg e R d

O ld R iv e r B r id g e R d

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 e 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

"ML HQ2" 200+20.33

"ML HQ2" 200+68.43

"HZ_Vint_Blvd" 102+52.39

"HZ_Vint_Blvd" 100+12.00

:1 p ri l

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 .d g n

VICINITY MAP

PROJECT

A.3

Sheet and Description

SECTION D SECTION E SECTION F SECTION G SECTION H

PLAN AND

PROFILE

APPROACH ROADS

AND PARKING

AREAS

SOIL EROSION

AND SEDIMENT

CONTROL

TEMPORARY

TRAFFIC CONTROL

PLAN

PERMANENT

TRAFFIC CONTROL

PLAN

ALLOWANCE Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0030 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0050 15301-0010 CONTRACTOR QUALITY CONTROL AND

ASSURANCE LPSM ALL

A0060 15401-0000 CONTRACTOR TESTING LPSM ALL

A0070 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0080 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 4,140 460 4,600

A0090 15706-0200 SOIL EROSION CONTROL, CHECK DAM

(FIBER ROLL) EACH 3 3

A0100 15706-1100 SOIL EROSION CONTROL, INLET

PROTECTION TYPE A EACH 1 1

A0110 15706-1200 SOIL EROSION CONTROL, INLET

PROTECTION TYPE B EACH 2 2

A0120 20103-0000 CLEARING AND GRUBBING SQYD 432 4,009 259 4,700

A0130 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 8 8

A0140 20301-0500 REMOVAL OF CATCH BASIN EACH 2 2

A0150 20301-1300 REMOVAL OF INLET GRATE EACH 2 2

A0160 20301-2400 REMOVAL OF SIGN EACH 3 3

A0170 20302-0300 REMOVAL OF CURB AND GUTTER,

CONCRETE LNFT 1,180 60 1,240

A0180 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 620 30 650

A0190 20315-0000 SAWCUTTING PAVEMENT LNFT 257 13 270

A0200 20401-0000 ROADWAY EXCAVATION CUYD 304 4,944 552 5,800

A0210 20402-0000 SUBEXCAVATION CUYD 227 26 253

A0220 20435-2000 BACKFILL, GRANULAR CUYD 93 10 103

A0230 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A SQYD 10 10

A0240 20702-0800 GEOTEXTILE FILTER, CLASS 2, TYPE C SQYD 108 11 119

A0250 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 2 1 3

A0260 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 489 5,264 447 6,200

A0270 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH

DEPTH SQYD 121 377 52 550

A0280 40301-0000 ASPHALT CONCRETE PAVEMENT TON 217 2,448 235 2,900

A0290 41201-0000 TACK COAT TON 1 5 1 7

A0300 60404-1000 CATCH BASIN, FLH TYPE 1 EACH 2 2

A0310 60405-0000 MANHOLE ADJUSTMENT EACH 7 7

A0320 60409-0200 INLET TOP, METAL FRAME AND GRATE,

FLH TYPE B EACH 2 2

A0330 60704-0000 CLEANING CULVERT IN PLACE EACH 2 2 4

MileStone: 100% FINAL Date Completed: 04/11/24 Report Date: 04/11/24

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES - Schedule A

-A pr

-2

:3

AM

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

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PROJECT

B.1MT NP GLAC P HQ (1)

SECTION D SECTION E SECTION F SECTION G SECTION H

PLAN AND

PROFILE

APPROACH ROADS

AND PARKING

AREAS

SOIL EROSION

AND SEDIMENT

CONTROL

TEMPORARY

TRAFFIC CONTROL

PLAN

PERMANENT

TRAFFIC CONTROL

PLAN

ALLOWANCE Bid

Schedule

A0340 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH

DEPTH LNFT 1,200 60 1,260

A0350 60915-1000 WHEELSTOP, CONCRETE EACH 41 41

A0360 61108-1000 ADJUST WATER VALVE EACH 9 9

A0370 61108-4000 ADJUST VALVE BOX (MONITORING WELL) EACH 1 1

A0380 61501-0600 SIDEWALK, EXPOSED AGGREGATE

COLORED CONCRETE SQYD 619 31 650

A0390 62502-0000 TURF ESTABLISHMENT (LAWN SEED) SQYD 34 230 16 280

A0400 62502-0000 TURF ESTABLISHMENT (GOVERNMENT

PROVIDED SEED) SQYD 323 3,499 188 4,010

A0410 63302-0000 SIGN SYSTEM SQFT 12 12

A0420 63316-1000 REMOVE AND RESET SIGN EACH 5 5

A0430 63318-1000 SNOW POLE HOLDER EACH 68 68

A0440 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

(WHITE) LNFT 2,589 91 2,680

A0450 63405-1350 PAVEMENT MARKINGS, TYPE D,

STRAIGHT ARROW EACH 5 5

A0460 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 6 6

A0470 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR

MARKER, TYPE 42-INCH EACH 35 35

A0480 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING

LIGHT TYPE B EACH 6 6

A0490 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC

FENCE LNFT 1,400 1,400

A0500 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 87 87

A0510 63610-1600 CONDUIT, 2-INCH, PVC LNFT 128 12 140

A0520 64620-0400 REMOVE AND RESET MAILBOX EACH 1 1

-A pr -2

:3

AM

MileStone: 100% FINAL Date Completed: 04/11/24 Report Date: 04/11/24

C pw -w or k\ d0 gl ac -p

-h q1

-s um m ar y.

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2)

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 NP GLAC P HQ (1)

SECTION D SECTION E SECTION F SECTION G SECTION H

PLAN AND

PROFILE

APPROACH ROADS

AND PARKING

AREAS

SOIL EROSION

AND SEDIMENT

CONTROL

TEMPORARY

TRAFFIC CONTROL

PLAN

PERMANENT

TRAFFIC CONTROL

PLAN

ALLOWANCE Bid

Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0030 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

B0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0050 15301-0010 CONTRACTOR QUALITY CONTROL AND

ASSURANCE LPSM ALL

B0060 15401-0000 CONTRACTOR TESTING LPSM ALL

B0070 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0080 15705-1400 SOIL EROSION CONTROL, FIBER ROLL LNFT 4,140 460 4,600

B0090 15706-0200 SOIL EROSION CONTROL, CHECK DAM

(FIBER ROLL) EACH 3 3

B0100 15706-1100 SOIL EROSION CONTROL, INLET

PROTECTION TYPE A EACH 1 1

B0110 15706-1200 SOIL EROSION CONTROL, INLET

PROTECTION TYPE B EACH 2 2

B0120 20103-0000 CLEARING AND GRUBBING SQYD 432 4,009 259 4,700

B0130 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 8 8

B0140 20301-0500 REMOVAL OF CATCH BASIN EACH 2 2

B0150 20301-1300 REMOVAL OF INLET GRATE EACH 2 2

B0160 20301-2400 REMOVAL OF SIGN EACH 3 3

B0170 20302-0300 REMOVAL OF CURB AND GUTTER,

CONCRETE LNFT 1,180 60 1,240

B0180 20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 620 30 650

B0190 20315-0000 SAWCUTTING PAVEMENT LNFT 257 13 270

B0200 20401-0000 ROADWAY EXCAVATION CUYD 490 6,963 747 8,200

B0210 20402-0000 SUBEXCAVATION CUYD 227 26 253

B0220 20411-0000 SELECT BORROW TON 344 3,735 321 4,400

B0230 20435-2000 BACKFILL, GRANULAR CUYD 93 10 103

B0240 20702-0100 GEOTEXTILE FILTER, CLASS 1, TYPE A SQYD 10 10

B0250 20702-0800 GEOTEXTILE FILTER, CLASS 2, TYPE C SQYD 108 11 119

B0260 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 CUYD 2 1 3

B0270 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 489 5,264 447 6,200

B0280 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH

DEPTH SQYD 121 377 52 550

B0290 40301-0000 ASPHALT CONCRETE PAVEMENT TON 217 2,448 235 2,900

B0300 41201-0000 TACK COAT TON 1 5 1 7

B0310 60404-1000 CATCH BASIN, FLH TYPE 1 EACH 2 2

B0320 60405-0000 MANHOLE ADJUSTMENT EACH 7 7

B0330 60409-0200 INLET TOP, METAL FRAME AND GRATE,

FLH TYPE B EACH 2 2

B0340 60704-0000 CLEANING CULVERT IN PLACE EACH 2 2 4

-A pr -2

:3

AM

MileStone: 100% FINAL Date Completed: 04/11/24 Report Date: 04/11/24

C pw -w or k\ d0 gl ac -p

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3)

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 NP GLAC P HQ (1)

SECTION D SECTION E SECTION F SECTION G SECTION H

PLAN AND

PROFILE

APPROACH ROADS

AND PARKING

AREAS

SOIL EROSION

AND SEDIMENT

CONTROL

TEMPORARY

TRAFFIC CONTROL

PLAN

PERMANENT

TRAFFIC CONTROL

PLAN

ALLOWANCE Bid

Schedule

B0350 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH

DEPTH LNFT 1,200 60 1,260

B0360 60915-1000 WHEELSTOP, CONCRETE EACH 41 41

B0370 61108-1000 ADJUST WATER VALVE EACH 9 9

B0380 61108-4000 ADJUST VALVE BOX (MONITORING WELL) EACH 1 1

B0390 61501-0600 SIDEWALK, EXPOSED AGGREGATE

COLORED CONCRETE SQYD 619 31 650

B0400 62502-0000 TURF ESTABLISHMENT (GOVERNMENT

PROVIDED SEED) SQYD 323 3,499 188 4,010

B0410 62502-0000 TURF ESTABLISHMENT (LAWN SEED) SQYD 34 230 16 280

B0420 63302-0000 SIGN SYSTEM SQFT 12 12

B0430 63316-1000 REMOVE AND RESET SIGN EACH 5 5

B0440 63318-1000 SNOW POLE HOLDER EACH 68 68

B0450 63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

(WHITE) LNFT 2,589 91 2,680

B0460 63405-1350 PAVEMENT MARKINGS, TYPE D,

STRAIGHT ARROW EACH 5 5

B0470 63502-0600 TEMPORARY TRAFFIC CONTROL,

BARRICADE TYPE 3 EACH 6 6

B0480 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR

MARKER, TYPE 42-INCH EACH 35 35

B0490 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING

LIGHT TYPE B EACH 6 6

B0500 63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC

FENCE LNFT 1,400 1,400

B0510 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 87 87

B0520 63610-1600 CONDUIT, 2-INCH, PVC LNFT 128 12 140

B0530 64620-0400 REMOVE AND RESET MAILBOX EACH 1 1

-A pr -2

:3

AM

MileStone: 100% FINAL Date Completed: 04/11/24 Report Date: 04/11/24

C pw -w or k\ d0 gl ac -p

-h q1

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4)

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 NP GLAC P HQ (1)

LC

with tack coat between lifts

4-inch compacted depth, placed in two equal lifts, Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2

Select borrow, 6-inch compacted depth (Schedule B Only)

Existing ground

Existing ground course, 4-inch depth

Aggregate topsoil topsoil course, 4-inch depth

Aggregate

LC

with tack coat between lifts

4-inch compacted depth, placed in two equal lifts, Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2

Select borrow, 6-inch compacted depth (Schedule B Only)

Existing ground course, 4-inch depth

Aggregate topsoil course, 4-inch depth

Aggregate topsoil

Profile grade

VINT BLVD

"HZ_Vint_Blvd" 100+12.33 to 102+52.39

Shldr

2'

Travel way

10'

Travel way

10'

Shldr

2'

Varies

Varies

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 s limit

Turf establishment limit

Turf establishment

Existing ground

Profile grade

HEADQUARTERS ROAD

"ML_HQ2" 200+20.33 to 200+68.43

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 s

Travel way

9'

Travel way

9'

Shldr

1'

Shldr

1' limit

Turf estamlishment limit

Turf estamlishment

Varies Varies

�2% 2%�

E x is ti n g U ti li ty

�2% 2%�

E x is ti n g U ti li ty

:0

A p ri l

T y p ic a l S e c ti o n s o f p w

-w o rk \d

\g la c -p

-h q

-p ln -t y p

.d g n

TYPICAL SECTIONS

PROJECT

C.1

:1

A p r il

S u r v e y

C o n tr o l p w w o r k \d

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

SURVEY CONTROL

PROJECT

D.1

NOTE:

Additional material needed for embankment construction (Item 20411-0000 Select Borrow, Item 20435-2000 Backfill Granular, Item 25101-0200 Placed Riprap Method A, Class 2).

Additional material that is sutable for use in embankment construction (Item 20402-0000 Subexcavation)

All volumes are in-place cubic yards (i.e. in situ or compacted in place).

3.

2.

1.

:1

A p r il

T a b u la ti o n o f q u a n ti ti e s o f p w w o r k \d

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

(1 OF 3)

PROFILE QUANTITIES

TABULATION OF PLAN AND

PROJECT

D.2

:4

A p r il

T a b u la ti o n o f q u a n ti ti e s o f p w w o r k \d

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

(2 OF 3)

PROFILE QUANTITIES

TABULATION OF PLAN AND

PROJECT

D.3

FOOTNOTE:

See Sheet E.8 for locations

[1]

:4

A p r il

T a b u la ti o n o f q u a n ti ti e s o f p w w o r k \d

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

(3 OF 3)

PROFILE QUANTITIES

TABULATION OF PLAN AND

PROJECT

D.4

W V N

U T

S S

S I D

E W

A L

K P

A V

E D

D I

D I

L

ID

N constructed

Line to be limit

Construction

Construction limit

[2] underground gas

Existing sewer

Existing underground culvert in place

Cleaning

Edge of pavement underground power sewer

Existing underground

.0

R t

.3

9CP

23-HQ103

51.24' Lt

+11.27

64.44' Rt

+12.92

.9

L t

.5

.0

L t

.1

.3

L t

.2

.9

R t

.1

Profile grade

Existing ground

SCHEDULE A & B

BEGIN PROJECT SCHEDULE A & B

SUSPEND PROJECT

PAVEMENT CONNECTION DETAIL

NTS

.2

B e g in P r o je c t tack coat joint

4" Vertical saw cut,pavement

Existing

See Sheet C.1

Pavement structure, culvert in place

Cleaning

PI 100+96.71

Δ = 00°26'54" (RT)

R = 15,000.00' T = 58.70' L = 117.39'

PI 102+58.56

Δ = 00°14'10" (LT)

R = 25,000.00' T = 51.51' L = 103.02'

S24°37'21"E S24°10'26"E

P C

.0

P C

.0

P T

.4

'R

100+00 101+00 102+00

3,190 3,190

3,200 3,200

3,210 3,210

LP

.5

L

.3

H

.4

,1

.7

+0.00%

,1

.1

-0.71% -0.67%

.0

.3

.0

.0

.0

.9

9SSD = 915'

K = 41

50' VC

HLSD = INF'

K = 56

70' VC

HLSD = INF'

K = 41

50' VC

0.55%

SSSS

VINT BLVD

.7

.0

L t

.3

.0

L t

G R

IN

N E L D

R

IV

E

HEADQUARTERS

EMPLOYEE PARKING AREA

VINT BLVD

MAINTENANCE AREA

See Sheet E.7

50'R

.1

.0

R t

.1

.0

L t

.2

.0

' L t

VINT BLVD

"HZ_Vint_Blvd" 100+12.33

VINT BLVD

"HZ_Vint_Blvd" 102+52.39

E= 881,863.6001 N= 1,581,474.3454

E= 881,764.5179 N=1,581,693.3624

FOOTNOTE:

Protect existing utilities.

or coordinate repair with the CO as needed.

Determine culvert locations/depths. Protect

Protect existing trees not identified for removal.1.

:5

A p ri l

V in t_ B lv d

P la p w

-w o rk \d

\g la c -p

-h q p ln p p .d g n

PROJECT

D.5

CURB

DAMAGED

TP

TP

CNP1 1

JB

G

W V

267080

S I D

E W

A L

K C

O N

C R

E T

E

Edge of pavement

N limit

Construction

Construction limit

Existing underground power power

Existing

.2

' L t

.8

Profile grade

Existing ground

PAVEMENT CONNECTION DETAIL

NTS

.3

R e s u m e P r o je c t tack coat joint

4" Vertical saw cut,pavement

Existing

See Sheet C.1

Pavement structure, SCHEDULE A & B

RESUME PROJECT

SCHEDULE A & B

SUSPEND PROJECT

gas phone

Existing underground

N59°36'33"E N63°48'26"E

PI 200+28.50

Δ = 04°11'52" (RT)

R = 777.00' T = 28.48' L = 56.93' e = ___

P C

.0

P T

.9

200+00 201+00

3,190 3,190

3,200 3,200

3,210 3,210

,2

.1

-0.52% +0.99%

.0

.4

L P

.1

HLSD = INF'

K = 33

50' VC3

,2 .8

Line to be constructed limit Construction

HEADQUARTERS ROAD

H E

A D

Q U

A R

T E

R

P L

O Y

E E

P A

R K

IN

G A

R E

A

.1

.0

L t

.1

.0

R t

.7

.0

L t

.3

.0

R T

.1

.0

R t

See Sheet E.7

VINT BLVD MAINTENANCE AREA

NOTE:

Protect existing trees not identified for removal.1.

FOOTNOTE:

Protect existing utilities.

[1]

HEADQUARTERS ROAD

"ML_HQ2" 200+20.33

E= 881,879.2635 N= 1,581,019.1828

HEADQUARTERS ROAD

"ML_HQ2" 201+68.43

E= 882,011.7638 N=1,581,085.3221

:4

A p ri l

H e a d q u a rt e rs

R o a d

P la n a n d

P ro fi le p w

-w o rk \d

\g la c -p

-h q p ln p p .d g n

PROJECT

D.6

Quantity includes 84 TON to be used as directed by CO. See Sheet E.8.

Quantity includes 168 TON to be used as directed by CO. See Sheet E.8.

:5

A p r il

T a b u la ti o n P a r k in g

A r e a Q u a n ti ti p w w o r k

\d

\g la c p h q p ln m is c .d g n

QUANTITIES

TABULATION OF PARKING AREA

PROJECT

E.1

See Utility Trench Details Sheet E.11

See Manhole and Valve Box Adjaustment Details Sheet E.11

:5

A p r il

T a b u la ti o n o f p a r k in g a r e a q u a n ti ti p w w o r k

\d

\g la c p h q p ln m is c .d g n

QUANTITIES

TABULATION OF PARKING AREA

PROJECT

E.2

Back of curbBOC=

Point of tangentPT=

Vertical Point of IntersectionVPI=Center of curveC.C.=

Edge of SidewalkEOS=Point of curvaturePC=

Back of SidewalkBOS=Edge of pavement EOP=

Abbreviations

All elevations are top of finished grade.1.

NOTE:

:5

A p r il

H e a d q u a r te r s E m p lo y r k in g

A r e a

S h e e t o f p w w o r k

\d

\g la c p h q p ln m is c .d g n

(SHEET 1 OF 2)

PARKING AREA

HEADQUARTERS EMPLOYEE

PROJECT

E.3

D I

D I

D I

S S

C N

P

D I

P

H O

N E V

A U

L T L

ID

D I

SS

SS

SS

R

20'R

R

R

R

R

'R

21'R 21 R

R

R

N

35 4

124 125

128 129

137 138

145 146 concrete 12" depth

Curb and gutter, limits

Construction

Construction limits

Construction limits

Construction limits aggregate colored concrete

Sidewalk, exposed aggregate colored concrete

Sidewalk, exposed aggregate colored concrete

Sidewalk, exposed

Remove reset mailbox

Removal, individual trees tree (approximate)

Removal, individual and gutter, concrete

Removal of curb individual trees

Removal, SD_PROFILE1 underground phone

Existing

Removal inlet grate

Removal of catch basin and grate, FLH type b

Inlet top, metal frame

Catch basin, type 1 adjustment - SSMH-41

Manhole adjustment - SSMH-42

Manhole in place

Cleaning culvert in place

Cleaning culvert valve No. 1 & 2

Adjust water underground water undergound telephone underground sewer

Existing and grate, FLH type b

Inlet top, metal frame

Catch basin, type 1

(monitoring well)

Adjust valve box

GPS

HQ102

CP

HQ107

CP

HQ106

CP

122A

122B

133A

R

B

B

A A

VINT BLVD

VINT BLVD MAINTANECE AREA

H

Q R

O A

D

GLACIER NATIONAL PARK

HEADQUARTERS BUILDING

40 8040 0

Scale in feet

NOTE:

Protect existing trees not identified for removal.1.

FOOTNOTE:

Protect existing utilities.

or coordinate repair with the CO as needed.

Determine culvert locations/depths. Protect

:4

A p r il

H e a d q u a r te r s E m p lo y e e P a r k in g

A r e a

S h e e t o f p w w o r k

\d

\g la c p h q p ln m is c .d g n

(SHEET 2 of 2)

EMPLOYEE PARKING AREA

HEADQUARTERS

PROJECT

E.4 placed in two equal lifts

4-inch compacted depth, Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2

Select borrow, 6-inch compacted depth (Schedule B Only)

Select borrow, 6-inch compacted depth (Schedule B Only)

8-inch compacted depth

Roadway aggregate, method 2 placed in two equal lifts

4-inch compacted depth, Asphalt concrete pavement, 12-inch depth

Curb and gutter, concrete, colored concrete, 4-inch depth

Sidewalk, exposed aggregate colored concrete, 4-inch depth

Sidewalk, exposed aggregate concrete, 12-inch depth

Curb and gutter, concrete, 12-inch depth

Curb and gutter, 12-inch depth

Curb and gutter, concrete, Existing ground

Existing ground

Existing ground

Existing ground

Existing ground

Minimize disturbace to vegitation.

8' 1.5'

43' 1.5'

1.5' 40.8'1.5'

8'

1.0%�

1.0%�

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 s

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 s

5'

5'

3'

3'

SECTION A-A

SECTION B-B

li m it s

C o n s tr u c ti

3' 3'Do not disturb existing vegetation li m it s

C o n s tr u c ti

1.5% Max�

1.5% Max� S a n it a ry S e w r

No Scale

:1

A p ri l

H e a d q u a rt e rs

E m p lo y e e P a rk in g

A re a S e c ti o p w

-w o rk \d

\g la c -p

-h q p ln m is c

.d g n

PARKING AREA SECTIONS

HEADQUARTERS EMPLOYEE

PROJECT

E.5

All elevations are top of finished grade.

1.

Vertical Point of IntersectionVPI=

Point of tangentPT=

Center of curveC.C.=

Point of curvaturePC=

Edge of pavement EOP=

Abbreviations

:0

A p r il

V in t

B lv d M a in te n a c e A r e a

S h e e t o f p w w o r k

\d

\g la c p h q p ln m is c .d g n

(SHEET 1 OF 3)

VINT BLVD MAINTENACE AREA

PROJECT

E.6

D I

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

P

H O

N E V

A U

L T L

ID

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

SS

SS

N

Edge of pavement

Preserve and protect

Existing fuel island.

201 202

Construction limits

Construction limits

HQ102

GPS

HQ108

CP

HQ101

GPS

Edge of pavement

Edge of pavement

Slope stake limits

SD_PROFILE2

dissipator

Energy adjustment - SSMH-40

Manhole

Adjust water valve No. 3-5 underground fiber optic

Existing

Construction limits

258259 257

264265266

268 269

Trails Storage BLDG 243

Roads Storage

BLDG 236

Roads Storage

BLDG 232

Existing Building

Existing

Building

Museum Storage

BLDG 1521

R

50'R

40 8040 0

Scale in feet

C

C

VINT BLVD

H E

A D

Q U

A R

T E

R S R

O A

D

NOTE:

Protect existing trees not identified for removal.1.

[1] Preserve and protect existing utilities.

:4

A p r il

V in t

B lv d M a in te n a c e A r e a

S h e e t o f p w w o r k

\d

\g la c p h q p ln m is c .d g n

(SHEET 2 OF 3)

MAINTENACE AREA

VINT BLVD

PROJECT

E.7

P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

E X

R A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

D I

S S

S S

E X

R

SS

SS

SS

SS

Pavement

Sawcutting

Pavement

Sawcutting

Pavement

Sawcutting

R

R

N

Do not disturb

Existing fuel island.

Rock swale

285 283

Edge of pavement

Edge of pavement

Slope stake limits

Construction limits

Construction limits Construction limits

Construction limits

Construction limits

207 208 209 210 211

SD_PROFILE3

by the CO.

shown, as directed approximate limits

Extend paving to adjustment - SSMH-61

Manhole adjustment - SSMH-58

Manhole adjustment - SSMH-49

Manhole adjustment - SSMH-50

Manhole

Adjust water valve No. 6

Adjust water valve No. 7-9 underground water

Existing

(4) Conduit, 2-inch, PVC

23-HQ211

CP

CP

23-HQ210

222 223

242244 243

246247

NTS

See Sheets E.9-10 structure, Pavement pavement

Existing tack coat joint

4" Vertical saw cut, PAVEMENT CONNECTION DETAIL tree (2)

Removal of individual

Slope stake limits

R

R

'R

R

Roads Storage

BLDG 232

Storage BLDG 231 Radio and Utilities

BLDG 220

Trails Storage

BLDG 243

Facilities Offices

BLDG 217

LE BLDG 210

R 3

R

R

R

R

R

75'

Construction limits

1"=40'

Campgrounds Storage

BLDG 243

Plumbing Shop

BLDG 208

40 8040 0

Scale in feet

D

D E

E F

F

NOTE:

Protect existing utilities.

Protect existing trees not identified for removal.

2.

1.

NOTE:

Protect existing trees not identified for removal.1.

[1] Preserve and protect existing utilities.

:0

A p r il

V in t

B lv d M a in te n a c e A r e a

S h e e t o f p w w o r k

\d

\g la c p h q p ln m is c .d g n

(SHEET 3 OF 3)

MAINTENACE AREA

VINT BLVD

PROJECT

E.8

Asphalt concrete pavement, Existing ground course, 4" depth

Aggregate topsoil method 2, 8-inch compacted depth

Roadway aggregate, Select borrow, 6-inch compacted depth (Schedule B Only) method 2, 4-inch compacted depth

Roadway aggregate, placed in two equal lifts

4-inch compacted depth, Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2, Select borrow, 6-inch compacted depth (Schedule B Only) placed in two equal lifts

4-inch compacted depth, Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2, Select borrow, 6-inch compacted depth (Schedule B Only)

Existing fuel island

Drip line

Drip line

Existing gravel

Existing gravel

SECTION C-C

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 s

1%�

�1.5% .5%�

SECTION D-D

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 s

F a c e o f b u il d in g

F a c e o f b u il d in g

No Scale

:1

A p ri l

V in t B lv d

M a in t

A re a S e c ti o n s

S h e e t o f p w

-w o rk \d

\g la c -p

-h q p ln m is c

.d g n

(SHEET 1 OF 2)

AREA SECTIONS

VINT BLVD MAINTENANCE

PROJECT

E.9

Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2, Select borrow, 6-inch compacted depth (Schedule B Only)

Drip line

Drip line

Existing gravelExisting gravel placed in two equal lifts

4-inch compacted depth, Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2, Select borrow, 6-inch compacted depth (Schedule B Only) placed in two equal lifts

4-inch compacted depth, Asphalt concrete pavement, 8-inch compacted depth

Roadway aggregate, method 2, Select borrow, 6-inch compacted depth (Schedule B Only)

Existing ground

Rock swale

4'

4' course, 4" depth

Aggregate topsoil course, 4" depth

Aggregate topsoil

�1.3 .5%�

SECTION E-E

F a c e o f b u il d in g

F a c e o f b u il d in g

�2.1%

�Varies

1.1%�

Varies�

SECTION F-F

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 s

4'

No Scale

:1

A p ri l

V in t B lv d

M a in t

A re a S e c ti o n s

S h e e t o f p w

-w o rk \d

\g la c -p

-h q p ln m is c

.d g n

(SHEET 2 OF 2)

AREA SECTIONS

VINT BLVD MAINTENANCE

PROJECT

E.10

Top of new pavement

Concrete collar

(2" min. - 12" max.)

rings as necesary

Concrete adjustingmanhole and grate

Existing base and subgrade

Compacted base and subgrade

Compacted

Concrete collar

Top of new pavement

Pull rope joint filler around conduit

Provide pre-molded

Finished grade

Conduit, 2-inch, pvc typ. both ends

90 deg. elbow, cap, typ., both ends

Threaded pvc conduit

CAUTION

LINE BELOW

BURIED __________

CAUTION

LINE BELOW

BURIED __________

Insert applicable text

Repeating text

Red text )

Detectable warning tape (5 mils thick, Granular backfill

Conduit, 2 -Inch, pvc (x4)

Pavement structure

Finished grade

Install warning tape (x 4)

12" 4" max.

6"

4" max.

MANHOLE ADJUSTMENT DETAIL VALVE BOX ADJUSTMENT DETAIL

24"

STUBOUT DETAIL

WARNING TAPE DETAIL

UTILITY TRENCH DETAIL

38"

Compacted backfill of Trench�

(typ.)(typ.)

6" 6"

Make final manhole adjustments before paving.

slope of street.

Slope manhole frame as required to match with sections of length required to match grade.

and barrel sections as necessary and replacing Adjust manholes downward by removing cone under frame.

Adjust manholes upward with adjusting rings required.

Adjust water valves upward or downward as types in the field before beginning work.

illustrations. Verify existing dimensions and Drawings of manholes and valves are only Existing manhole and valve types are varied.

NOTE:

6.

5.

4.

3.

2.

1.

No Scale ordering materials.

Obtain required warning tape text from CO before not allowd in trench.

Construction scrap material or trash of any kind

All conduits shall be scedule 40 PVC.

NOTE:

3.

2.

1.

No Scale

:2

A p ri l

M a n h o le a n d V a lv e B x d ju s tm e n t D e ta il p w

-w o rk

\d \g la c -p

-h q p ln m is c .d g n

UTILITY TRENCH DETAILS

ADJUSTMENT AND

MANHOLE & VALVE BOX

PROJECT

E.11

#5 rebar

Fill with silicone sealent.

" dia. hole,recess rebar 1".8

2 - #4 rebar

#6 rebar

#4 rebar

Placed riprap, class II class1, type A

Geotextile filter, Flowline material (curb) Bed course

Top of curb elevation colored concrete 4-inch depth

Sidewalk, exposed aggregate

4-inch compacted depth

Bed course material (sidewalk)

Granular backfill material

Original ground Subexcavation

Geotextile, class 2, type C

6'-0"

2'-0"

1'-0"1'-6"1'-0"

10"

CONCRETE WHEEL STOP

1% � � 1%

ENERGY DISSIPATOR

2'

1'

6"

12"

1'-6"

6"

"2

1"R

1"R

"2

12-INCH DEPTH

CURB AND GUTTER, CONCRETE

6"

Varies �

SIDEWALK, EXPOSED AGGREGATE

COLORED CONCRETE TYPICAL

1:1 1:

1 4'

4'

Cut slopeCut slope

2% � � 2% � VariesVaries �

ROCK SWALE TYPICAL

:4

A p ri l

M is c D e ta il p w

-w o rk

\d \g la c -p

-h q p ln m is c .d g n

MISCELLANEOUS DETAILS

PROJECT

E.12

604-1

STANDARD APPROVED FOR USE 6/2005

REVISED:

Standard 604-3 for Type B Frame and Grate.

See Standard 604-2 for Type A Frame and Grate and

2" unless otherwise shown.

#4 at 12"±.

TYPE 1

CATCH BASIN

3 " unless otherwise 4

3CONCRETE: Chamfer exposed edges

3'-5"

2.2

1.8

1.5

1.2

1.1

0.7

0.7

48"

42"

36"

30"

24"

18"

12"

5'-6"

5'-0"

4'-6"

4'-0"

4'-0"

3'-0"

3'-0"

6'-3"

5'-6"

4'-9"

4'-0"

3'-3"

2'-6"

2'-6"

6'-3"

5'-5"

5'-0"

4'-2"

3'-4"

2'-6"

2'-6"

INCHES

DIAMETER

SIZE

PIPE

CUYD

LB

LB

5"

1"

5"

1"

NO SCALE

3.

2.

1.

CURB SECTION

TYPICAL INSTALLATION

CURB AND GUTTER SECTION

TYPICAL INSTALLATION

INLET DETAIL

DITCH SECTION

TYPICAL INSTALLATION

Slop e as sta ked

Slope as staked

Sidewalk

Sidewalk

Pavement

Pavement

Roadway

The minimum concrete cover to the face of any bar is shown. Give all concrete surfaces a Class 1 finish.

T line

Gutter or ditch

H

Bend to clear pipe

All reinforcing steel d ia m e te r

P ip e

CONCRETE CATCH BASINS

STEEL

REINFORCING FRAME AND GRATE

TYPE A TYPE B

CONCRETE

ESTIMATED QUANTITIES

CONCRETE CATCH BASINS

DIAMETER

SIZE

PIPE

H

DEPTH

T

FRAME AND GRATE

TYPE A TYPE B

NOTE:

basin

Catch basin

Catch basin

Catch

:4

A p r il

C a tc h B a s in

T y p p w w o r k

\d

\g la c p h q p ln m is c .d g n

U.S. CUSTOMARY STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

E.13

604-3

STANDARD APPROVED FOR USE 6/2005

REVISED: 6/2007

238 lbs. Increase or decrease weight by 19 lbs for

Estimated weight, frame and grate (2'-6" x 2'-6")

See Standard 604-1 for dimensions of T.

See Standard 604-1.

" bolt or approved equal.8 3for

"4

"4

" x 4" 2 s p a c e s a t

" (See Note 7)8 3at 2

" x 4" headed anchors2

"4 1 "4

"4

T - 1" (See Note 8)

"4

2"

" plates2

" x 32

Space

"4 1L3" x 1" x

" bolt8 3furnish

" dia. hole2 1Drill

" increment.8 3each 2

" x 4"2

"4

TYPE B

METAL FRAME AND GRATE

ty p s p a c e s a t d ia b a r

S p a c in g

(typ.)

"8 ty p

"2

22 equal spaces for"2

" Plate4

" x 4

" Plate2

" x 4 s p a c e s a t

" bolt8

Ferrule loop insert for

"8

2"8

2"8

2"4

1"4

" dia. bar8

"4

" x 2

L3" x 2

" Plate4

" x 4

" x 14 ty p

" dia. hole2

" dia. hole2 1 1" dia. hole p la te s ti f f e n e r s

S p a c in g

" x 2

L3" x 2

"4

L3" x 1" x

"4

" x 2

L3" x 2

"4

L3" x 1" x

" dia. hole2

1" dia. hole

" Plate4

" x 4

" Plate4

" x 2

"4

L4" x 1" x

"8

NO SCALE

FRAME AND GRATE DETAILS

FRAME CORNER DETAIL GRATE CORNER DETAIL

FRAME ANCHOR DETAIL

FRAME DETAIL

GRATE DETAILS

SECTION A-A

SECTION B-B

8.

7.

6.

5.

4.

3.

2.

1.

(typ.)

(typ.)

C-L2

FINISH: Galvanized after fabrication.

material thickness. Grind smooth all contact surfaces.

all joints with a minimum size fillet weld, based on

Specifications. Unless otherwise indicated seal weld

WELDING: Weld in conformance with the Standard full penetration butt weld.

HEADED CONCRETE ANCHORS: Weld to frame with a

THREADED CONCRETE ANCHORS: Ferrule loop inserts

BOLTS & WASHERS: ASTM A 307, Galvanized.

STRUCTURAL STEEL: AASHTO M 183 (ASTM A 36M).

Number of plates varies according to pipe diameter.

30°

(typ.)

AA

B

B

(trim angle to size)

T (See Note 8) headed anchor

TRAFFIC

and washer headed anchor

Direction of flow "4

"4

"8

2 "8

2 "8

2 2" "4

(typ.)

"8 x h e a d e d a n c h o r s

S p a c in g f r

" dia. hole2

" Plate2

" x 2

NOTE:

" Plate4

" x 4

" Plate4

" x 4

45°

:5

A p r il

M e ta l F r a m e a n d

G r te p w w o r k

\d

\g la c p h q p ln m is c .d g n

U.S. CUSTOMARY STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

E.14

:0

A p r il

T a b u la ti o n o f S

E S

C Q u a n ti ti p w w o r k \d

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

CONTROL QUANTITIES

SOIL EROSION AND SEDIMENT

TABULATION OF

PROJECT

F.1

D I

D I

I

D I

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

T u r f

E s ta b li s h m e n t G r a s s

T u r f

E s ta b li s h m e n t G o v e r n m e n t

P r o v id e d

E m p lo y e e P a r k in g A r e a

V in t

M a in te n a n c e A r e

N

Slope stake limit

Slope stake limit

Proposed edge of pavement

Fiber Rolls

Soil Erosion Control, Fiber Rolls

Soil Erosion Control, Construction limit

Slope stake limit

Construction limit

Inlet Protection, Type A

Soil Erosion Control, Fiber Rolls

Soil Erosion Control, Slope stake limit

Inlet Protection, Type B

Soil Erosion Control, Inlet Protection, Type B

Soil Erosion Control, Fiber Rolls

Soil Erosion Control, Proposed edge of pavement

Proposed edge of pavement

Construction limit

Check Dam (Fiber Roll)

Soil Erosion Control, See Sheet F.4 for details.

inlet protection, type A

Install soil erosion control, See Sheet F.6 for details.

Install soil erosion control, fiber rolls

LEGEND:

VINT BLVD

H E

A D

Q U

A R

T E

R S R

O A

D

See Sheet F.4 for details.

inlet protection, type B

Install soil erosion control, Turf establishment (lawn seed)

Turf establishment (government provided seed)

PARKING AREA

VINT BLVD AND EMPLOYEE

:5

A p r il

F

.2 V in t

B L

V 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 PLAN

SOIL EROSION AND SEDIMENT

PROJECT

F.2

P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

E X

R A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

D I

E X

R

N

Slope stake limit

Slope stake limit

Construction limit

Fiber Rolls

Soil Erosion Control, Fiber Rolls

Soil Erosion Control, Construction limit

Fiber Rolls

Soil Erosion Control, edge of pavement

Proposed

Proposed edge of pavement

Proposed edge of pavement

Construction limit

Slope stake limit Construction limit

Fiber Rolls

Soil Erosion Control, Fiber Rolls

Soil Erosion Control, See Sheet F.6 for details.

Install soil erosion control, fiber rolls

LEGEND:

Construction limit

Turf establishment (government furnished seed)

VINT BLVD MAINTENACE AREA

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(SHEET 2 of 2)

CONTROL PLAN

SOIL EROSION AND SEDIMENT

PROJECT

F.3 overlap onto curb

Gravel filled bags

Spillway 1-bag high

2-bags high. See Note 5

Gravel filled bags Spillway 1-bag high

Drop inlet

Back of curb

Face of curb

Drop inlet

2-bags high. See Note 5

Gravel filled bags Spillway 1-bag high

PLAN VIEW - INLET AT SAG

PLAN VIEW - INLET ON GRADE

Drop inlet grate

Accumulated sediment

Catch basin

Drop inlet grate

Spillway (beyond)(stacked tightly)

Gravel filled bags

Accumulated sediment

Drop inlet

Expansion restraint

Prefabricated filter insert

Lifting loops (2 each)

Dump straps (2 each) Drop inlet grate

Drop inlet grate

Back of curb

Face of curb

Fiber roll in full contact with the ground

Fiber roll

6.

5.

4.

3.

2.

1.

PLAN

DROP INLET PROTECTION (TYPE B)

GRAVEL BAG BERM

SECTION B-B

See Note 6

DROP INLET PROTECTION (TYPE C)

PREFABRICATED FILTER INSERT

DROP INLET PROTECTION (TYPE A)

FIBER ROLL

SECTION A-A

B

B

A

A

Flow Flow

Flow

Include a high-flow bypass in the insert.

and allow collected material removal without spillage.

Size the prefabricated filter insert (Type C) to fit the drop inlet fabric to the top of the fabric with clean, silt-free coarse next layer of bags on top of it. Extend the geotextile fabric a bags to the spillway elevation. Anchor the fabric by placing the the upstream face of the bags. Place fabric over the top of the fit is unachievable, install geotextile filter, class 2, type C along sediment flows between or underneath the bags. Where tight

Pack gravel filled bags tightly together end to end to ensure no

Maximum top of gravel bag spillway elevation = approved by the CO.

Select the inlet protection device to fit field conditions as

High-flow bypass 1" x 1" or 1" Ø wood stake. See Note 2

9" Ø (min.) fiber roll

Top of curve minus 1-inch.

x 18-inches.

Approximate finished dimension of gravel bags is 12-inches on center. Drive stakes 12-inches (min.) in undisturbed soil.

Install fiber rolls with stakes spaced no more than 24-inches aggregate between 2-inches and 3-inches in diameter.

minimum of 18-inches upstream of the bags. Cover geotextile

PROTECTION

TEMPORARY INLET

NOTE:

Flow Flow

WFLHD DETAIL

DETAIL APPROVED FOR USE 7/2016

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

F.4

2.

1.

D

D

E

E

CC

Overflow water

Filtered

DROP INLET PROTECTION (TYPE D1)

BLOCK AND GRAVEL

SECTION C-C

CURB INLET PROTECTION (TYPE D2)

BLOCK AND GRAVEL

SECTION D-D

CURB INLET PROTECTION (TYPE E)

INLET PROTECTION DEVICE

SECTION E-E

PLAN

Overflow

8" x 8" x 16" (nominal)

8" x 8" x 16" (nominal)

2" x 2" (nominal) wood frame

2" x 4" (nominal) wood stud

12" (min.)

Sheet 2 of 2

PROTECTION

TEMPORARY INLET

2"

18"

9"

12" (min.)

Wire mesh Concrete masonry unit

Curb and gutter

Curb inlet device, see Note 1

Inlet protection

Concrete masonry unit Wire mesh

Curb inlet

Curb inlet

Curb inlet

Accumulated sediment

Sediment laden runoff used to retain concrete blocks

Drop inlet with grate

Accumulated sediment

Filtered water laden runoff

Sediment

Wire mesh

Wire mesh

Gravel filter Gravel filter

NOTE:

Vary dimensions to fit field conditions.

Install device according to manufacturer's recommendations.

filter tubing filled with gravel or other prefabricated filter material.

Inlet protection device (type E) may consist of continuous see Note 1

Inlet protection device, Accumulated sediment Filtered water

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

F.5

Se e N ote

6%

5%

4%

3%

2%

NO SCALE

6%

5%

4%

3%

2%

5%

4%

3%

2%

7.

6.

5.

4.

3.

2.

1.

Adjust check dam spacing based on site-specific conditions.

around the ends of the fiber roll.

Provide sufficient length to prevent water from flowing

Drive stakes into undisturbed soil of trench bottom.

stakes. Drive stakes at each end of the fiber roll and at

Install check dams in ditches perpendicular to the flowline.

installation.

Repair all rills or gullies and properly compact prior to functional requirements of the check dam device.

gravel bags as approved by the CO, to meet the

Construct check dams from fiber rolls, filter rock, or

MODERATE GRADES

CHECK DAM

CROSS SECTION

V-DITCH

CROSS SECTION

FLAT-BOTTOM DTICH

CROSS SECTION

CROSS SECTION

STAKING DETAIL

FIBER ROLL

PLAN

are similar for flat-bottom ditches

Check dam installation details

V-ditch design shown.

Flow line

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

GRAVEL BAG

Gravel bag the ends. See Note 6 to prevent flow around

Curve ends upstream

Filter rock

Filter rock

FIBER ROLL CHECK DAM

GRAVEL BAG CHECK DAM

SPACING (max.)

CHECK DAM

See Note 5

NOTE:

GRADE

DITCH

SPACING (max.)

CHECK DAM

(See Note 7)

CHECK DAM SPACING

FILTER ROCK

GRADE

DITCH

(See Note 7)

CHECK DAM SPACING*

FIBER ROLL

SPACING (max.)

CHECK DAM

FILTER ROCK CHECK DAM

uphill side of fiber roll trench material on

Place excavated

Flow

F lo w on ditch grades steeper than 5%.

Do not use fiber roll check dams

* Spacing calculated based on on ditch grades steeper than 6%.

* Do not use gravel bag check dams

(FT)

(FT)

(FT)

Trench 2" (min.)

m in

Fiber roll 9" Ø (min.)

Trench 2" (min.)

-inch wood 8 1-inch x 18

1Stake fiber rolls in place with 1

Expose stakes 2-inches (min.) above top of fiber roll.

2-foot (max.) spacing.

m in

"6 m in m in .6

9" Ø minimum fiber roll.

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

F.6

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

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.)

2.

1.

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)

(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:

DETAIL APPROVED FOR USE 10/2014

7/2016 REVISED:

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DETAIL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

F.7

SIDEWALKASPHALT

S

ID

E W

A L

K C

O N

C R

E T

E

SIDEWALK

CONCRETE

limits as directed by CO.

fence along contruction

Place construction

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QUANTITIES

TEMPORARY TRAFFIC CONTROL

TABULATION OF

PROJECT

G.1 c o y e n C ir c le

PARKING AREA

EMPLOYEE

MAINTENANCE AREA

VINT BLVD

N

W20-1

WORK

ROAD

AHEAD

G20-2

ROAD WORK

END

W20-1

WORK

ROAD

AHEAD

G20-2

ROAD WORK

END

R11-2

ROAD

CLOSED

ROAD

CLOSED

Vint Blvd

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

Mather Dr.

Headquarters Rd.

G r in n e ll D r

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

Going To The Sun Road

Glacier Route 1 Road

FOOTNOTE:

with warning light.

R11-2 mounted on type 3 barricade

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PLAN PHASE 1

TEMPORARY TRAFFIC CONTROL

PROJECT

G.2 c o y e n C ir c le

PARKING AREA

EMPLOYEE

MAINTENANCE AREA

VINT BLVD

N

W20-1

WORK

ROAD

AHEAD

G20-2

ROAD WORK

END

W20-1

WORK

ROAD

AHEAD

G20-2

ROAD WORK

END

ROAD

ROAD

Vint Blvd

ROAD

CLOSED

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

Mather Dr.

Headquarters Rd.

G r in n e ll D r

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

Going To The Sun Road

Glacier Route 1 Road

FOOTNOTE:

with warning light.

R11-2 mounted on type 3 barricade

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PLAN PHASE 2

TEMPORARY TRAFFIC CONTROL

PROJECT

G.3

< 10

" dia. bolts 4

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

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

use 7' minimum mounting height for main sign

NO SCALE

See post detail (typ.)

Break-away holes.

See table for hole size parallel to sign face.

Field drill holes through post

Bottom of sign panel

Post�

Local tangent

S e e N o te m in

S e e N o te m in

See Note 4

6' - 12'

On tangent alignment

200'

NOTE:

90°

93°

WOOD POST SELECTION TABLE

X X

0.75X

H

H

X

0.2X0.6X 0.2X

Y

H

D

H

D

H

D

Long side of post

D

7.

6.

5.

4.

3.

2.

1.

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.

per post.

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

by the CO.

State standards may be used as an alternative if approved

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

E d g e o f p a v e d s h o u ld e r

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

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

(INCH) (INCH) (INCH)

Diamond ≤ 48"

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

> 30'

> 17'

12' - 16'

> 13'

6 x 6

4 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

1.5

1.5

1.5

"X"

WIDTH AREA

OF POSTS

NUMBER POST SIZE D HOLE SIZE

635-14

6/2005 STANDARD APPROVED FOR USE

7/2022 REVISED:

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

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FLH STANDARD

STANDARD

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROJECT

G.4

See detail sheet H.4

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TABULATION OF QUANTITIES

PROJECT

H.1

+ 9'

9'

9'

' 10.4'10.4'

24'19'

N solid, Type D (white)

Pavement markings, solid, Type D (white)

Pavement markings, Remove and reset

Sign 10

Remove and reset

Sign 9 remove and reset

Sign 7 remove and reset

Sign 8

20'

2' 4"

45°

EMPLOYEE PARKING AREA

LEGEND

Snow pole holder, see Sheet M.30 for details.

Removal of sign

Sign 1

FOOTNOTE:

[1] concrete gutter.

pavement marking to asphalt pavement. Do not apply markings to Total parking stall depth = 20' (1' gutter + 19' stripe). Apply 19'

[1]

4.6'

9'

40 8040 0

Scale in feet

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(SHEET 1 OF 2)

STRIPING PLAN

PROJECT

H.2

P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

P

V C

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

A P P

R O

X

IM

A T E

E X

R

E X

R

S D

BLDG 208

Plumbing Shop

BLDG 217

Facilities Offices

BLDG 243

Campground Storage

LE BLDG 210

BLDG 243

Radio and Utilities

BLDG 231

Storage

9'

N solid, Type D (white)

Pavement markings, solid, Type D (white)

Pavement markings, Type D, Straight arrow (typ.)

Pavement markings, See Sheet E.11 for details

Concrete wheel stop

See Sheet E.11 for details

Concrete wheel stop Removal of sign

Sign 2

Removal of sign

Sign 3

R7-1R

Sign 4

R7-1L

Sign 5

47°

16'

16'

20'

20'

20' 9'

MAINTENANCE AREA

VINT BLVD

LEGEND

Snow pole holder, see Sheet M.30 for details.

2.

1.

NOTE:

current edition.

Symbols shall conform with the "Standard Highway Signs", Uniform Traffic Control Devices'' (MUTCD), current edition.

with the ''Manual onPlace symbol markings in accordance

(Area 12 SQFT)

WLANE-USE ARRO

THROUGH

14"12"14"

Ref-1

Sign 11

Ref-1

Sign 12 Ref-1

Sign 13

Ref-1

Sign 14

Ref-1

Sign 15

Ref-1

Sign 16

R=1.5"0.375" 0.375"

NO

PARKING

ANY

TIME

NO

PARKING

ANY

TIME

40 8040 0

Scale in feet

Background - White (Retroreflective)

Colors: Legend - Green (Retroreflective)

Ref-1

SIGN DETAIL

BACK-IN

PARKING

2.5"

2"

1.5"

2"

1.5"

ONLY 2"

2"

2"

2.5"

12"

BACK-IN

PARKING

ONLY

BACK-IN

PARKING

ONLY

BACK-IN

PARKING

ONLY

BACK-IN

PARKING

ONLY

BACK-IN

PARKING

ONLY

BACK-IN

PARKING

ONLY

VINT BLVD MAINTENANCE AREA

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STRIPING PLAN

PROJECT

H.3

Locations are approximate. Final locations to be set by CO.

concrete, 12-inch depth

Curb and gutter, steel pipe (holder)

" O.D. dia. std.2

Bedding material

See Snow Pole Holder Cap Detail.

" below top of pavement.8

" to8

Recess top of cap

2"

DETAIL

SNOW POLE HOLDER

DETAIL

SNOW POLE HOLDER CAP

" plate2 middle of the 3

" hole in the 8 drill

" O.D. dia. plate,2

" x 34 steel pipe (cap)

3" O.D. dia. std.

FOOTNOTE:

[1]

[1]

Subgrade

NOTE:

1. All welds are 1/4-inch fillet.

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DETAILS

SNOW POLE HOLDER

PROJECT

H.4

(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"

5'-0"

4'-0"

4'-0"

4'-0"

3'-0"

"4

"4

"2

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 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

SINGLE POST SIGNS

POST DETAIL

THREE POST SIGNS FOUR POST SIGNS

MINIMUM DISTANCE TO SIGN

SIGN INSTALLATION ANGLE

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

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 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

CL post

Backfill material

W

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

Z

Y

H

H

H

V Y

Backfill material

W

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

.5

Y Z

H

H

H

H ty p

D

V Y

V Y

H

Z ty p

D

Same post size

Same post size

Bottom of sign

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

Saw cut notch full width

H

Same post size

Backfill material

(See Post Selection table)

Notch depth (where required)

W

Backfill material

Y

Z ty p

D

V Y

H

.5

Y

0.2X0.6X0.2X all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum all around (typ.)

3" minimum

NOTE:

SIGNS WITHOUT ANGLES

TYPICAL MOUNTING FOR

5.

4.

3.

2.

1.

of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge of traveled way

Elevation at edge 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…