15_-_MT_PRA_GLAC_14(3)_-_Plans.pdf

MONTANA KEY MAP

COLUMBIA

BRITISH

ALBERTA

SASKATCHEWAN

N O

R T

H D

A K

O T

A

S O

U T

H D

A K

O T

A

WYOMING

ID

A

H O

UNITED STATES

CANADA

GLACIER

NATIONAL

PARK

YELLOWSTONE

NATIONAL

PARK

CHARLES M. RUSSELL

NATIONAL

WILDLIFE RANGE

Lake

Flathead

Elwell

Lake

M

Lake

Fort Peck

I SOS U IR

KALISPELL

MISSOULA

Anaconda

HELENA

BUTTE

BOZEMAN

Livingston

BILLINGS

City

Miles

Glendive

Point

Wolf Glasgow

HAVRE

Shelby

FALLS

GREAT

Lewistown

Dillon

E N

O T

S

WOLLEY

R E

VIR

90 15

2 2

MONTANA

REVIR

Project Location

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

TYPE OF CONSTRUCTION:

SPECIFICATION:

PROJECT MANAGER

M. TRAFFALIS

PLANS FOR PROPOSED PROJECT

MONTANA

GLACIER COUNTY

VANCOUVER, WASHINGTON

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PLANS PREPARED BY

COMMITMENT TO EXCELLENCE

FEDERAL LANDS HIGHWAY

C h e c k e d b y

D e s ig n e d b y

NATIONAL

PARK

SERVICE

Department of the Interior

N

SCALE IN MILES

1 0 1 2 3

C O

N T

IN

E N T A L

Sa int

L a k e

M a r y

S a in t

L a k e

Duck Lake

La ke S he rb ur ne

W ilb u r C reek

Swi ftc ur ren t

Creek

Lake

Bullhead

Lake

Redrock

Josephine

Lake

Lake

Moon Lake

Falling Lead

Lake

Grinnell

Lake

Swiftcurrent

Salamander

The

D

IV

ID

E

Lake

Natahki

Apikunt

C re e k

T H

E

Garden

W a ll

Glacier

Pigeon

C a ta r a c t

Cr ee k

Lake

Windmaker

Lake Iceburg

Saint Mary

Swiftc urre nt Cr ee k

R E S

E R

V A

T

IO

N

Lake Redrock

Lake

Kennedy lake

Pota

Lake

Swiftcurrent Ridge

Ke nn ed y

Glacier Many

B O

U N

D A

R Y

Babb

L o w e r

M a ry

Lake

Helen

Rising Sun

C a n y o n

C re e k

Lake

Cracker

Going To The Sun Road

NATIONAL GLACIER PARK

Landing Strip

GLACIER NATIONAL PARK

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

INDEX TO SHEETS

Projects, FP-14 of Roads and Bridges on Federal Highway

Standard Specifications for Construction roadway aggregate, placed riprap

Horizontal drains, embankment construction, NPS Drwg. No. 117/136055

NPS PMIS No. 54243

NPS PMIS NO. 54243

MT PRA GLAC 14(3)

SCHEDULE C - 1,540 CUYD REVETMENT AND 15,000 LNFT HORIZONTAL DRAIN

SCHEDULE B - 1,540 CUYD REVETMENT AND 20,000 LNFT HORIZONTAL DRAIN

SCHEDULE A - 2,720 CUYD REVETMENT AND 20,000 LNFT HORIZONTAL DRAIN

E. TEMPORARY TRAFFIC CONTROL

D. SEDIMENTATION AND EROSION CONTROL

C. GEOTECHNICAL IMPROVEMENT PLAN

B. SUMMARIES

A. GENERAL INFORMATION

APPROVED:

DATE

DATE

Glacier National Park

Superintendent, Western Federal Lands Highway Division

Chief of Engineering, M an y G la ci er

Road

ROAD SLIDE

REHABILITATE MANY GLACIER

A.1

STATE PROJECT

NUMBER

SHEET

MT

PRA GLAC 14(3)

M

M a r c h

I n t_ ft

D c m y fi le s p w p r o d u c ti o n d g la c a a .d g n

SIGN INSTALLATION, WOOD POSTS

SINGLE LANE CLOSURE (WITH SIGNALS)

ROLLED EROSION CONTROL PRODUCT ON SLOPES

MAINTENANCE ROAD DETAILS - ALL SCHEDULES

REVETMENT AND DRAIN DETAILS - ALL SCHEDULES

REVETMENT AND DRAIN LAYOUT - SCHEDULES B AND C

REVETMENT AND DRAIN LAYOUT - SCHEDULE A

EXISTING SITE LAYOUT - ALL SCHEDULES

TABULATION OF QUANTITIES - ALL SCHEDULES

SUMMARY OF QUANTITIES - SCHEDULE C

SUMMARY OF QUANTITIES - SCHEDULE B

SUMMARY OF QUANTITIES - SCHEDULE A

SURVEY CONTROL

PLAN SYMBOLS AND ABBREVIATIONS

TITLE SHEET

E.2

E.1

D.1

C.6

C.5

C.4

C.3

C.2

C.1

B.3

B.2

B.1

A.3

A.2

A.1

113°25'10.74"W

48°50'46.70"N

Babb, MT 59411

3916 US-89

GNP Pit

113°34'14.54"W

48°49'26.71"N

Many Glacier Rd MP 7.1

Staging and Stockpiling Turnout

113°25'45.21"W

48°44'17.86"N

Hudson Bay Ranger District

Glacier National Park

PROJECT AREA

MT PRA GLAC 14(3)

Many Glacier Rd MP 6.2

48°49'37.05"N

113°33'6.69"W

6.2 Miles from Babb

Brent L Coe 03/28/17

03/28/17Jeff Mow

WESTERN FEDERAL LANDS HIGHWAY DIVISION

DETAIL APPROVED FOR USE 11/2001

REVISED: 9/2005 1/2007 10/2009 10/2014

W101-1

AND ABBREVIATIONS

PLAN SYMBOLS

W west drwg(s).

dist.

diaph.

diag.

dia.

DHV

D exp. jt.

exc.

EW

ER

EQ or eq.

EP

emb.

elev.

El. 94.16 ft e

E expansion joint excavation edge of water edge of road equation edge of pavement embankment elevation elevation with number superelevation rate east drawing(s) distance diaphragm diagonal diameter design hourly volume diameter galv.

ga.

galvanized gage (gauge)

HW

hex.

hdwl.

high water hexagon headwall ftg.

ft3 ft2 flg.

fin.

footing cubic foot (feet) square foot flange finish

LW

lt. or LT

Ls

LPSM

long.

LNFT

lat.

lam.

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

NC

N normal crown north

OG

OD

o. to o.

o. c.

original ground outside diameter out to out on center pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve 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 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 yd3 yd2 cubic yard(s) square yard sym.

STS

struc.

stiff.

stgr.

std.

STA, Sta.

ST

SS

SRS

SQYD

SQFT

spa.

SLRY

shldr.

sec.

SC

SADT

S symmetrical 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

CUYD

culv.

CUFT

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

min.

MGAL

max.

matl.

monument minimum thousand gallon maximum material jt.

ID

joint inside diameter

NPS Drwg. No. 117/136055

NPS PMIS No. 54243

M a r c h

U

S C m y fi le s p w p r o d u c ti o n d g la c a b .d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DETAIL

U.S. CUSTOMARY DETAIL

STATE PROJECT

NUMBER

SHEET

A.2 PRA GLAC 14(3) MT

BH

CP GPS

JH

TP

DI

36 31

6 1

36 31

6 1

SEC.

SEC.

EL. 1234.56

E

RIP

G G

W W

DI

T T

NOTE:

NO SCALE

on the appropriate plan sheet.

Other symbols used in the plans will be shown in a legend 1.

Property Line w/Found Property Corner

Section Corner (Found, Projected)16

Section Line16

Section Corner (Found, Projected)4

Section Line4

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

Trail

Lake, Pond or Reservoir; Marshland

Spring or Seep

Material Source; Bore Hole; Test Pit

Section Line

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Section Corner (Found, Projected)

Large Creek or River

Spot Elevation; Coordinate Grid Tick

Above Ground Tank; Underground Tank

Treeline; Individual Trees

Boulder; Well; Satellite Dish; Grave

Cooking Grate; Garbage Can; Picnic Table

Flagpole; Fire Hydrant

Gas & Water Meter; Gas & Water Valve

Silt Fence

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

BLM Lands Boundary

Railroad

Intermittent Drainage or Small Creek

Control Point (Terrestrial and GPS); Jump Hub θs Ø

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

AH

ADT

abut.

bearing bridge balance point bench mark back brg.

br.

BP

BM

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 mile post main line

M.P.

M.L.

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, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use,

- no symbol -

EXISTING PROPOSED

Transition

Toe of Fill

Top of Cut wall face

CL

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Concrete Barrier

Slope Stake Limits

Pipe Culvert with Drop Inlet

Box Culvert

Delineators

Underground Utilities

Overhead/Above Ground Utilities

Signs (single, double post; portable)

Miscellaneous Utility Features

Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

Fiber Roll or Wattle

GPK FILE DATED September 2012

STATE PLANE COORDINATES GEO COORDINATES

POINT

NUMBER NORTH EAST ELEVATION LATITUDE LONGITUDE ELLIPSOID

HEIGHT

COMBINED

FACTOR DESCRIPTION NOTE:

12112 1694548.055 993922.469 4832.680 48°49'43.380803"N 113°32'52.844583"W 4785.2551 0.99967075 5/8" IR w/FHWA Alum Cap 1.

12113 1694478.275 993432.112 4839.248 48°49'42.443099"N 113°33'00.109891"W 4791.8268 0.99967029 5/8" IR w/FHWA Alum Cap

12114 1694036.774 993131.975 4854.052 48°49'37.939068"N 113°33'04.248649"W 4806.637 0.99966888 5/8" IR w/FHWA Alum Cap

12115 1693933.913 992737.573 4855.117 48°49'36.724135"N 113°33'10.055916"W 4807.7058 0.99966864 5/8" IR w/FHWA Alum Cap

12116 1693961.239 992440.319 4868.939 48°49'36.841696"N 113°33'14.513775"W 4821.5272 0.999668 5/8" IR w/FHWA Alum Cap 2

12117 1694119.532 991748.915 4866.076 48°49'38.048540"N 113°33'24.955949"W 4818.6675 0.99966833 5/8" IR w/FHWA Alum Cap

PROJECT :Rehabilitate Many Glacier Road Slide DATE OF FIELD WORK : August-September 2012 DATE OF FINAL ADJUSTMENT : September 2012

PROJECT UNITS : International Foot COORDINATE SYSTEM : Montana SPCS NAD83 (2011)

EPOCH DATE : 2010.0000

VERTICAL DATUM : Elevations determined through differential Leveling holding initial elevation at 12601 NAV88 GEOID12b

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.

Basis of Bearing is Grid North (Mt State Plane Coordinate System) c:

\m yf ile s\ pw

_p ro du ct io n\ d0 m an y_ gl ac ie r_ ro ad

_s lid e_ co nt ro ls he et _1

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.x ls x] S he et

-M ar

-2

7:

W

FL

H D

S ur ve y

D es ig ne d by

C he ck ed b y:

STATE PROJECT

A.3

SHEET

NUMBER

PRA GLAC 14(3)MT

SURVEY CONTROL

Sheet and Description

Section C -

Geotechnical Improvements Allowance Bid

Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15101-0000 MOBILIZATION (HORIZONTAL

DRAINS) LPSM ALL

A0060 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0100 15401-0000 CONTRACTOR TESTING LPSM ALL

A0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0140 20103-0000 CLEARING AND GRUBBING SQYD 4,300 4,300 Contract Quantity

A0160 20420-0000 EMBANKMENT CONSTRUCTION CUYD 2,195 2,195 Contract Quantity

A0180 20701-0300 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C

(NONWOVEN) SQYD 250 15 265

A0200 20702-0300 GEOTEXTILE FILTER, CLASS 1,

TYPE C (NONWOVEN) SQYD 2,550 125 2,675

A0220 25101-0000 PLACED RIPRAP, METHOD A

(GOVERNMENT FURNISHED) CUYD 680 35 715

A0240 25101-0400 PLACED RIPRAP, METHOD A,

CLASS 4 CUYD 2,040 120 2,160

A0260 25125-0000 BOULDER EACH 4 4

A0280 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 280 15 295

A0300 61001-0000 HORIZONTAL DRAIN PIPE LNFT 20,000 20,000

A0320 61005-0000 HORIZONTAL DRAIN JETTING LPSM ALL ALL

A0340 61008-0000 HORIZONTAL DRAIN CASING AND

COLLAR EACH 80 80

A0360 61012-0000 CONSTRUCT AND REMOVE

TEMPORARY ACCESS AND DRILL

PADS LPSM ALL ALL

A0380 61101-0000 WATER SYSTEM (DRY STANDPIPE) LPSM ALL ALL

A0400 62901-0600 ROLLED EROSION CONTROL

PRODUCT, TYPE 2.B SQYD 550 25 575

A0420 63501-2000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM LPSM ALL ALL

A0440 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 30 5 35

A0460 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE LNFT 235 20 255

A0480 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 75 75

A0500 63703-0000 RESIDENTIAL HOUSING EACH 2

-M ar -2

:4

A M c:

\m yf ile s\ pw

_p ro du ct io n\ dm s9

M

T

PR

A G

LA

C

4( 3)

E st im at e

S ch

A .x ls x]

Sh ee t 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

STATE PROJECT

B.1PRA GLAC 14(3)MT

SHEET

NUMBER

NPS PMIS No. 54243 NPS Drwg No. 117/136055

Section C

Geotechnical Improvements Allowance Bid

Schedule

B0020 15101-0000 MOBILIZATION LPSM ALL

B0040 15101-0000 MOBILIZATION (HORIZONTAL

DRAINS) LPSM ALL

B0060 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

B0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

B0100 15401-0000 CONTRACTOR TESTING LPSM ALL

B0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

B0140 20103-0000 CLEARING AND GRUBBING SQYD 3,110 3,110 Contract Quantity

B0160 20420-0000 EMBANKMENT CONSTRUCTION CUYD 1,305 1,305 Contract Quantity

B0180 20701-0300 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C

(NONWOVEN) SQYD 250 15 265

B0200 20702-0300 GEOTEXTILE FILTER, CLASS 1,

TYPE C (NONWOVEN) SQYD 1,500 75 1,575

B0220 25101-0000 PLACED RIPRAP, METHOD A

(GOVERNMENT FURNISHED) CUYD 680 35 715

B0240 25101-0400 PLACED RIPRAP, METHOD A,

CLASS 4 CUYD 860 45 905

B0260 25125-0000 BOULDER EACH 4 4

B0280 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 280 15 295

B0300 61001-0000 HORIZONTAL DRAIN PIPE LNFT 20,000 20,000

B0320 61005-0000 HORIZONTAL DRAIN JETTING LPSM ALL ALL

B0340 61008-0000 HORIZONTAL DRAIN CASING AND

COLLAR EACH 80 80

B0360 61012-0000 CONSTRUCT AND REMOVE

TEMPORARY ACCESS AND DRILL

PADS LPSM ALL ALL

B0380 61101-0000 WATER SYSTEM (DRY STANDPIPE) LPSM ALL ALL

B0400 62901-0600 ROLLED EROSION CONTROL

PRODUCT, TYPE 2.B SQYD 550 25 575

B0420 63501-2000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM LPSM ALL ALL

B0440 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 30 5 35

B0460 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE LNFT 235 20 255

B0480 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 75 75

B0500 63703-0000 RESIDENTIAL HOUSING EACH 2

-M ar -2

:3

A M c:

\m yf ile s\ pw

_p ro du ct io n\ dm s9

M

T

PR

A G

LA

C

4( 3)

E st im at e

S ch

B .x ls x]

Sh ee t 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

STATE PROJECT

B.2PRA GLAC 14(3)MT

SHEET

NUMBER

Section C -

Geotechnical Improvements Allowance Bid

Schedule

C0020 15101-0000 MOBILIZATION LPSM ALL

C0040 15101-0000 MOBILIZATION (HORIZONTAL

DRAINS) LPSM ALL

C0060 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

C0080 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

C0100 15401-0000 CONTRACTOR TESTING LPSM ALL

C0120 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

C0140 20103-0000 CLEARING AND GRUBBING SQYD 3,110 3,110 Contract Quantity

C0160 20420-0000 EMBANKMENT CONSTRUCTION CUYD 1,305 1,305 Contract Quantity

C0180 20701-0300 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C

(NONWOVEN) SQYD 250 15 265

C0200 20702-0300 GEOTEXTILE FILTER, CLASS 1,

TYPE C (NONWOVEN) SQYD 1,500 75 1,575

C0220 25101-0000 PLACED RIPRAP, METHOD A

(GOVERNMENT FURNISHED) CUYD 680 35 715

C0240 25101-0400 PLACED RIPRAP, METHOD A,

CLASS 4 CUYD 860 45 905

C0260 25125-0000 BOULDER EACH 4 4

C0280 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 280 15 295

C0300 61001-0000 HORIZONTAL DRAIN PIPE LNFT 15,000 15,000

C0320 61005-0000 HORIZONTAL DRAIN JETTING LPSM ALL ALL

C0340 61008-0000 HORIZONTAL DRAIN CASING AND

COLLAR EACH 60 60

C0360 61012-0000 CONSTRUCT AND REMOVE

TEMPORARY ACCESS AND DRILL

PADS LPSM ALL ALL

C0380 61101-0000 WATER SYSTEM (DRY STANDPIPE) LPSM ALL ALL

C0400 62901-0600 ROLLED EROSION CONTROL

PRODUCT, TYPE 2.B SQYD 550 25 575

C0420 63501-2000 TEMPORARY TRAFFIC CONTROL,

TRAFFIC SIGNAL SYSTEM LPSM ALL ALL

C0440 63502-1300 TEMPORARY TRAFFIC CONTROL,

DRUM EACH 30 5 35

C0460 63503-1000 TEMPORARY TRAFFIC CONTROL,

PLASTIC FENCE LNFT 235 20 255

C0480 63504-1000 TEMPORARY TRAFFIC CONTROL,

CONSTRUCTION SIGN SQFT 75 75

C0500 63703-0000 RESIDENTIAL HOUSING EACH 2

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

-M ar -2

:3

A M c:

\m yf ile s\ pw

_p ro du ct io n\ dm s9

M

T

PR

A G

LA

C

4( 3)

E st im at e

S ch

C .x ls x]

Sh ee t

STATE PROJECT

B.3PRA GLAC 14(3)MT

SHEET

NUMBER

NOTE:

TABULATION OF QUANTITIES

- ALL SCHEDULES

1. The horizontal drain work consists of the installation of primary and secondary drains. The approximate locations, orientations, inclinations, and lengths of the 40 primary drains are shown on

Sheets C.3-4. The number and cumulative length of secondary drains is dependent upon the awarded schedule. The CO will provide the locations, orientations, inclinations, and lengths of the secondary drains after the installation of the primary drains.

2. See Sheet C.5 for riprap revetment and horizontal drain details.

3. See Sheet C.6 for maintenance road details.

NPS Drwg. No. 117/136055

NPS PMIS No. 54243

C.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d g la c q a .d g n

MT PRA GLAC 14(3)

P

M a r c h

C h e c k e d b y

D e s ig n e d b y

47904790

4815481

48204820

48304

48404840

48454845

48554855

04860

MG15-03

MG15-04

MG15-01

MG15-02

MG11-01

B-1

12115

12114

MG15-05

PBH

WW

4002040

Scale in feet

NPS Drwg. No. 117/136055

NPS PMIS No. 54243

LEGEND

NOTE:P1

P2

P3

P4

ALL SCHEDULES

EXISTING SITE LAYOUT -

El. 4785'

P5

P6El. 4795'

El. 4795'

C.2

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d g la c q b .d g n

WA PRA GLAC 14(3)

M a r c h

C h e c k e d b y

D e s ig n e d b y plastic fence

Temporary traffic control, P7 P8

P10

P9

P11

P12

P13 P14

P15

P16

Clearing limits, Schedule A

1. Do not disturb existing instrumentation or wiring. Verify locations before performing ground disturbing work. Wiring is buried 6" to 24" below original ground in 1-inch conduit.

2. Do not perform earthwork operations outside of the construction limits.

3. Beach material to a depth of 1' below original ground within the construction limits may be used for temporary fill but is otherwise considered unsuitable for permanent embankment construction. See Section 105.

4. Use a separation geotextile between the beach and all nonnative materials. Dispose of nonnative material used for drill pad embankment. See Section 105.

5. Planned Bore Hole (PBH) locations are additional borings that will be drilled before construction and may vary from the locations shown. The CO will mark the actual borehole locations in the field.

Water Connection Box

3/4 - Inch Waterline, Polythylene

Temporary Traffic Control, Plastic Fence

Sensitive Area (Do Not Disturb)

Planned Bore Hole (By Others)

Existing Instrumentation Wiring

Existing Instrumentation Station

Existing Bore Hole

Construction Limits

W

See Sheets E.1-2.

Temporary traffic control, traffic signal system

Water system (dry standpipe).

See Section 611.

CP

CP

4820 4820

304830

0 48

N

Revetment layout line

Line C

Proposed contours

Construction limits

Drain layout line

Line B

Drain layout line

Line A

30 6001530

Scale in feet

Maintenance road

LAYOUT - SCHEDULE A

REVETMENT AND DRAIN

NPS Drwg. No. 117/136055

NPS PMIS No. 54243

C.3

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d g la c q c .d g n

MT PRA GLAC 14(3)

M a r c h

C h e c k e d b y

D e s ig n e d b y

NOTE:

1. Existing instrumentation and sensitive area not shown for clarity. See Sheet C.2 for details.

2. Horizontal drain locations, bearings, elevations, inclinations, and lengths may be adjusted in the field by the CO.

3. Horizontal drain bearing is referenced to grid north.

4820 4820

304830

0 48

4810 4810

N

Construction limits

Proposed contours

Drain layout line

Line D

Revetment layout line

Line F

Drain layout line

Line E

Drain layout line

Line G

30 6001530

Scale in feet

Maintenance road

LAYOUT - SCHEDULES B AND C

REVETMENT AND DRAIN

NPS Drwg. No. 117/136055

NPS PMIS No. 54243

C.4

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d g la c q d .d g n

MT PRA GLAC 14(3)

M a r c h

C h e c k e d b y

D e s ig n e d b y

NOTE:

1. Existing instrumentation and sensitive area not shown for clarity. See Sheet C.2 for details.

2. Horizontal drain locations, bearings, elevations, inclinations, and lengths may be adjusted in the field by the CO.

3. Horizontal drain bearing is referenced to grid north.

NOTE:

1. See cross-section sheets for variable revetment dimensions.

NO SCALE

REVETMENT AND DRAIN

DETAILS - ALL SCHEDULES

NPS Drwg. No. 117/136055

NPS PMIS No. 54243

C.5

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d g la c q e .d g n

MT PRA GLAC 14(3)

M a r c h

C h e c k e d b y

D e s ig n e d b y

TYPICAL HORIZONTAL DRAIN PROFILE

HORIZONTAL DRAIN DETAIL

25'

Unslotted pipe Slotted pipe

1'2'

1:1.75

OG

1:1

Match existing slope

6'

Slope varies

Varies class 1, type C (nonwoven)

Geotextile filter, 4" min. dia., 20' length

Permanent steel casing, Horizontal drain pipe

RIPRAP REVETMENT DETAIL

Horizontal drain

Riprap revetment

OG

Embankment construction

Length varies

Inclination angle varies

Horizontal drain pipe

Varies

El. 4810 ft

Revetment layout line

Watertight compression seal and collar elevation

Horizontal drain layout line spillway elev. 4801.915 ft

Lake Sherburne

Lake Sherburne spillway elev. 4801.915 ft riprap 3' min. and cover

Wrap geotextile back into

3' min. thickness placed riprap, method A (government furnished), Placed riprap, method A, class 4 or

,8

.1

,8

.8

-3.2500%

-24.7000%

20' VC

,8

.1

-24.7000%

-5.0000%

20' VC 4

,8

.5

P O

T

.0

P C

.0

PRC

.5

P T .7

P O T .7

D

R= 50.00'

T= 36.84'

L= 63.51' D

R= 45.00'

T= 53.28'

L= 78.25'

.6

.1

.3

15015

Scale in feet

307.5

N

SUPERELEVATION DIAGRAM

PLAN

PROFILE

.0

.0

.3

2.

6%

3%

2%

1%

0%

-1%

-2%

-3%

-4%

4%

CUYD

EXC.

CUYD

EMB.

15+5015+0014+5014+00

ER RT: 3.6%

14+78.50

ER RT: 3.6%

14+00.00

ER LT: -3.6%

14+00.00

ER LT: -3.6%

14+78.50

ER LT: 2.0%

15+11.00

ER RT: -2.0%

15+11.00

ER LT: 2.0%

15+60.00

ER RT: -2.0%

15+60.00

ER RT: 3.1%

15+91.75

ER LT: -3.1%

15+91.75

P24

P22

P21

P19

P18

P17

P20

P23

Line H

Maintenance RoadProposed contours

1:2

1:2

NO SCALE

C le a r in g l im it

C le a r in g l im it

Varies

LC

10'

Traveled way

Embankment construction

14+00.00 to 15+91.75

TYPICAL SECTION

ER LT

ER RT

ROUNDING DETAIL

CUT SLOPE

ROUNDING DETAIL

FILL SLOPE

C le a r in g l im it

10'-0'

5'-0" 5'-0"

D

S lo p e s ta k e

S lo p e s ta k e

C le a r in g l im it

0.25 D

5'-0' 5'-0"

0.25 D

Center line (Axis of rotation)

Boulder

10" compacted depth

Roadway aggregate, method 1, Roadway excavation

OG

Profile grade

Profile grade

E R L

T

E R R

T

- ALL SCHEDULES

MAINTENANCE ROAD

NPS Drwg. No. 117/136055

NPS PMIS No. 54243

See Sheet D.1.

Rolled erosion control product, type 2.B

Separation-stabilization geotextile, class 1, type C (nonwoven)

Construction limits

Temporary traffic control, plastic fence

Sensitive Area (Do Not Disturb)

C.6

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d g la c q f.

d g n

MT PRA GLAC 14(3)

M a r c h

C h e c k e d b y

D e s ig n e d b y

(57 TON)

10" compacted depth

Roadway aggregate, method 1, (98 TON)

10" compacted depth

Roadway aggregate, method 1, 3' (min.)

3/4-inch waterline, polyethylene, 6-inch min. cover W

W

NOTE:

See Sheet C.2 for details.

1. Existing instrumentation not shown for clarity.

NO SCALE

edge overlap see N ote 1

S tap le sp acin g

NPS Drwg. No. 117/136055

NPS PMIS No. 54243

4" (min.)

' (m ax.) c-c

12" (max.) c-c

12" (max.) c-c

12" (max.) c-c

3'

6" (max.) c-c

Pr ev ai lin g w in d

D.1

STATE PROJECT

NUMBER

SHEET

I n t_ ft m y fi le s p w p r o d u c ti o n d g la c d a .d g n

MT PRA GLAC 14(3)

M a r c h

C h e c k e d b y

D e s ig n e d b y

PRODUCT ON SLOPES

ROLLED EROSION CONTROL

Overlap in the direction of the prevailing wind.

recommendations.

Install staples according to the manufacturer's

2.

1.

Staple (typ.)

Blanket edge

Blanket ends

Slope stake

NOTE:

edge overlap

6" (min.)

staples at top of slope.

Use a double row of staples at tow of slope.

Use a double row of

NO SCALE

LENGTH AND SPACING TABLE

SPEED*

APPROACH

AREA

TAPER

SPACE

BUFFER

SPACE

WORK

CHANNELIZING DEVICE

not the advisory speed.

Approach speed based on the regulatory posted speed, *

SIGN SPACING TABLE

ROAD TYPE

DISTANCE BETWEEN

A B C

STOP

HERE ON

RED

ROAD WORK

END

ROAD WORK

END STOP

HERE ON

RED

LENGTH

BUFFER SPACE

Expressway / Freeway xx

MPH

ONE LANE

ROAD

AHEAD

WORK

ROAD

AHEAD

(optional) light warning

Type B

See Note 5

STOP LINE

Channelizing devices

See Note 5

STOP LINE

See Note 2

Temporary traffic signal to provide access to work space downstream taper if necessary

Reduce or eliminate drums in

See Note 2

Temporary traffic signal

NPS Drwg. No. 117/136055

NPS PMIS No. 54243

635-9

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2016

REVISED:

MPH FEET

SPACING IN FEET

Rural greater than 50 MPH

Urban and Rural 35 MPH to 50 MPH

Urban and Rural 30 MPH and less

SIGNS IN FEET

it has two signal faces that are at least 8 feet apart and meets the other

50' - 100' 50' - 100' (optional)

(WITH SIGNALS)

SINGLE LANE CLOSURE LAYOUT

TEMPORARY TRAFFIC CONTROL

See Note 7

10' min.

40' - 180'

40' - 180'

STATE PROJECT

NUMBER

SHEET

E.1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PRA GLAC 14(3) MT

U S

C c m y fi le s p w p r o d u c ti o n d g la c n a .d g n

M a r c h

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

(optional)

W1-4

(optional) (optional)

WORK SPACE

Traffic flow

Traffic flow

W3-3

R10-6

See Note 6

G20-2

See Note 6

G20-2

Spacing Table)

(See Length and

8.

7.

6.

5.

4.

3.

2.

1.

See Note 6

W20-1 W20-4

(optional)

W13-1P

R10-6

NOTE:

A single signal installation is acceptable, on the right-hand side of the road, if depicted for the opposite direction of travel.

Signs are shown for one direction of travel only. Place devices similar to those

ADVANCE WARNING AREA (See Sign Spacing Table)

ABC

(See Length and Spacing Table) VARIABLE TERMINATION AREA

BUFFER SPACETAPER AREA BUFFER SPACE TAPER AREA A

Device spacingSee Note 5 the buffer space.

Do not allow equipment, materials, or vehicles to be parked or stored in

Section 156.

For project specific minimum width, refer to Special Contract Requirements, AHEAD" (W20-1) and "END ROAD WORK" (G20-2) signs.

If closure is completely within the project limits, eliminate the "ROAD WORK pavement markings.

Removeable pavement markings may be used for stop lines and no-passing advance of the stop line that comply with MUTCD Section 3B.02.

markers between the work space and the stop line. Add no-passing lines in

Section 3B.16. Remove existing conflicting pavement markings and raised

For paved roadway surfaces, install stop lines complying with MUTCD must be determined by a qualified engineer.

conditions as approved by the CO. If signals are moved, revised signal timing

Final location and spacing of signs and devices may be changed to fit field automatically, ensure red signal indications are flashed to both approaches.

engineer. When the signal is changed to the flashing mode either manually or provisions of the MUTCD, Part 4. Signal timing shall be established by a qualified

Install and operate temporary traffic control signals in accordance with the requirements of Part 4 of the MUTCD.

WIDTH

"X"

AREA

NUMBER

OF POSTS

POST SIZE D HOLE SIZE

WOOD POST SELECTION TABLE

SINGLE POST SIGN TWO POST SIGN

SIGN INSTALLATION ANGLE

POST DETAIL

S e e N o te

S e e N o te

See Note 4 E d g e o f tr a v e le d w a y

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

CL

NO SCALE

Post

Local tangent

Bottom of sign panel

X

H

H

D

H

0.75X

X

X

H

Y D

H

0.2X

0.6X

0.2X

D

See post detail (typ.)

Break-away holes.

Long side of post

D

90°

93°

NPS PMIS No. 54243

NPS Drwg. No. 117/136055

635-14

STANDARD APPROVED FOR USE 6/2005

DRAFT: 9/2014

REVISED:

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 a minimum lateral distance of 1' behind the face of lateral offset of 2' may be used. In areas with curbs, Diamond ≤ 48"

> 30'

> 17'

12' - 16'

> 13'

< 10

65 - 95

65 - 95

50 - 65

50 - 65

20 - 50

10 - 20

10 - 20

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

(INCH) (INCH)

(INCH)

1.5

1.5

1.5

(SQFT)

Other Shapes ≤ 48" Diamond ≤ 36"

Other Shapes ≤ 12' Diamond ≤ 48"

200' m in m in

6' - 12'

WOOD POSTS

SIGN INSTALLATION

TEMPORARY TRAFFIC CONTROL

" dia. bolts 4 1Attach sign panels with a minimum of 2 -

STATE PROJECT

NUMBER

SHEET

E.2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

PRA GLAC 14(3) MT

U S

C c m y fi le s p w p r o d u c ti o n d g la c n b .d g n

M a r c h

FEDERAL LANDS HIGHWAY

U.S. CUSTOMARY STANDARD

STANDARD

1.

2.

3.

4.

5.

6.

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

per post.

H1 and H2 = Overall post length.

Select post lengths to fit field conditions.

D = Post embedment depth for average soil conditions.

In areas where lateral distance is limited, a minimum the curb may be used.

In pedestrian locations, or in areas with obstructed views, NOTE:

See table for hole size parallel to sign face.

Field drill holes through post