Plans.pdf

PDF 27 MB Posted

Attached to
Pictured Rocks National Lakeshore Federal contract opportunity
Solicitation number
DTFH71-10-B-00034
Issued by
Department of Transportation Federal Highway Administration

About this file

Plans

View the file

Other files for this federal contract opportunity

Other files attached to Pictured Rocks National Lakeshore, newest first.
File Type Posted
Soils and Foundation Report.pdf PDF
SB subcontract plan.doc DOC document
Solicitation PRA-PIRO 15(1).pdf PDF
FP03 Errata.pdf PDF
Bidder's Qualifications Form.doc DOC document
FP03_Eng .pdf PDF
FBO Synopsis Notice.doc DOC document

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Text version

R/W R/W

R/W R/W

P/E C/E

No Symbol

TB or TP

P P or

UD UD

W W

P/E C/E

No Symbol

TB or TP

P P or or

UD UD

W W

FOUND

36 31

6 1

36 31

6 1

No Symbol

No Symbol

FOUND

36 31

6 1

36 31

6 1

400 No Symbol x 99.9

T-45

2,645.9

T-3 x 99.9

T-45

2,645.9

T-3

26 25 69426 25 694 c

Abutment Abut.

Aggregate aggr.

Ahead AH

Alternate alt.

Average daily traffic ADT

Back BK

Balance point BP

Bearing brg.

Begining beg.

Bench mark BM

Finish fin.

Flange flg.

Footing ftg.

Inside diameter ID

West W

Centerline

Center to center cc, c-c or c. to c.

Centers ctrs.

Clear clr.

Column col.

Connection conn.

Construction joint Constr. jt.

Continuous cont.

Corrugated metal pipe CMP

Culvert culv.

Curve centeral angle

(spiral curve transitions)

Curve total angle

(curve delta or deflection)

Design hourly volume DHV

Design speed V

Diagonal diag.

Diameter D, dia., or

Diaphragm diaph.

Distance dist.

Drawing(s) dwg(s), or drwg(s)

Drop Inlet DI

East E

Edge of pavement EP or EOP

Elevation elev.

Elevation with number El. 94.161

[El. 94.16]

Embankment emb.

End section ES

Equation EQ or eq.

Excavation exc.

Expansion joint exp. jt.

Galvanized galv.

Gage(gauge) ga.

Headwall hdwl.

Hexagon hex.

High water HW

Joint jt.

Lamination lam.

Latitude lat.

Left lt., Lt. or LT

Length of curve(simple curve) L

Length of curve Lc

(spiral curve transision)

Length of spiral Ls

Longitudinal(longitude) long.

Low water LW

Original groung OG

Out to out o. to o.

Outside diameter OD

On centers o. c.

Normal crown NC or NCR

North N

Radius R

Range R.

Reinforcement (reinforced) reinf.

Required reqd.

Right Rt., rt.or RT

Right-of-way R/W

Roadway Rdwy.

Route Rte.

Section Sec.

South S

Spacing, spaces or spaced spa.

Spiral central angle s

Standard std.

Station Sta.

Stiffener stiff.

Stringer stgr.

Structure struc.

Superelevation rate e

Symmetrical sym.

Tangent distance T

(tangent length)

Tangent distance Ts

(spiral curve transision)

Temporary benchmark TBM

Temporary construction TCE easement

Thread thd.

Township T.

Typical typ.

Vehicle per hour vph

Vertical point of intersection VPI

PAVEMENT REMOVAL/ROADWAY OBLITERATION

LAKE, POND or RESERVOIR; MARSHLAND

SLOPE STAKE

INTERSTATE U.S. STATE

AREA PATTERN

TREELINE; TREE

BUILDING

UNDERDRAIN

BOX CULVERT

CULVERT with DROP INLET

PIPE CULVERT with HEADWALL

PIPE CULVERT with END SECTION

PIPE CULVERT (arrow shows flow)

BRIDGE

STREET LIGHT

TELEPHONE BOOTH or PEDESTAL

SUPPORT POLE with ANCHOR

RETAINING WALL

SIGNS

PORTABLE

POST MOUNTED

GUARDRAIL

CATTLEGUARD

GATE with FENCE

FENCE

MATERIAL SOURCE

NORTH ARROW

wall facewall face

TB or TP or

P/LP/L

MEDIAN & SIDE (CONCRETE) BARRIER

NATIONAL PARK or

FOREST BOUNDARY

116 SECTION LINE

14 SECTION LINE

SECTION LINE

COUNTY BOUNDARY

CITY BOUNDARYCITY BOUNDARY

NATIONAL BOUNDARY

STATE BOUNDARY

TOWNSHIP or RANGE LINE

PROPERTY LINE

BRASS CAP

STEEL PIN

TRAVERSE POINT (Horizontal & Vertical)

Top of Triangle Points North

TRAVERSE POINT (Horizontal)

COORDINATE GRID TICK

SPOT ELEVATION

HUB & TACK

BORING LOCATION

RIPRAP/CULVERT RIPRAP

CHECK DAM

DIVERSION BERM

SILT FENCE

MILL AND OVERLAY

SIDEWALK ASPHALT/CONCRETE

FULL DEPTH PAVEMENT

OVERLAY

SECTION CORNER

14 SECTION CORNER

116 SECTION

PROPERTY CORNER

PARCEL NUMBER

EASEMENT (Permanent - Construction)

ROUTE NUMBERS

RIGHT-OF-WAY LINE

RIGHT-OF-WAY LINE

with MONUMENT

TOP OF CUT

TOE OF FILL

TRANSITION

SINGLE TRACK

ROADWAY, EXISTING

INTERMITTENT DRAINAGE/ SMALL CREEK

SPRING

LARGE CREEK/RIVER

RAILROAD

TRAIL

MULTIPLE TRACK

N

OVERHEAD(POWER POLE) UTILITIES

P=Electrical for transmission line

E=Electrical for distribution line

T=Telephone, E&T=Joint Electrical and Telephone

FO=Fibre optics

UNDERGROUND UTILITIES

G=gas, O=oil, P=power, SA=sanitary sewer, SS=storm sewer, T=telephone, W=water E=electrical, FO=fibre optics

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-

DIVERSION CHANNEL

TEST PIT

B-1

TP-1

SYMBOLS AND

ABBREVIATIONS

SFDB

EOP

EOG

Mainline M.L.

Material matl.

Maximum max.

Mile[Kilometer] post M.P[K.P.]

Minimum min.

Monument mon. or MON

Mechanically stabilized MSE embankment

Pavement pvmt.

Photo monument PHT

Plate pl.

Point of compound curve PCC

Point of curve PC

Point of curve to spiral PCS or CS

Point of intersection PI

Point of spiral to curve PSC or SC

Point of spiral to reverse SRS spiral

Point of spiral to tangent PST or ST

Point of tangent PT

Point of tangent to spiral PS or TS

Point on curve POC

Point on spiral POS

Point on tangent POT

A2

Match Existing M.E.

Reinforced Soil Slope RSS

MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \A

-P

IR

O

(1 s y m

.d g n

:4

:4

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

R/W

R/W

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P P or

UD

W W

No Symbol

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P P or or

UD

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AREA PATTERN

wall facewall face

TB or TP or

LOCATION MAP

N

A3

SCALE IN MILES

0 5

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(1 p ro j_ d e v \c a d d \A

-P

IR

O

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:4

:5

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

SCALE IN FEET

0 200 400

SURVEY INFORMATION SHEET

SITE MAP

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H L

IN

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E L

O W

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T C

H L

IN

E

A A

B O

V E

M A

T C

H L

IN

E

B A

B O

V E

TBAR

TBAR

TBAR

TBAR

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4302 T4006

T4008

T4031

T4034

T4045

T4025

T4026

MW MI

M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v \C

A D

D \A

-P

IR

O

(1 s u r_ re v .d g n

:3

:2

A

M /9

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

SURVEY INFORMATION SHEET

SITE MAP

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4302 T4006

T4008

T4031

T4034

T4045

T4025

T4026

A5

SURVEY INFORMATION SHEET

CONTROL POINTS

26408010.776

26407127.143

26406797.756

26406412.386

26406776.863

26406750.849

26408743.021

26408864.476

26409068.259

26408967.419

26408771.712

26408551.424

26408514.914

26408592.476

26408566.096

26408663.325

26408672.246

26408734.669

26409039.551

26409496.329

26409227.889

26408860.303

26408470.356

26408225.609

26408067.374

26407824.747

26407531.155

26407385.549

26407070.178

26406841.138

26406505.058

26406242.995

26405991.684

26406061.526

26406247.858

26406372.292

26406478.146

26406645.987

26406498.416

26406493.723

26406526.852

26408703.477

26408566.613

26409325.910

26409521.979

26408149.514

26408877.985

MW MI

M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v \C

A D

D \A

-P

IR

O

(1 s u r_ re v .d g n

:4

:3

A

M

/9 /2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

CONTROL POINTS

26408010.776

26407127.143

26406797.756

26406412.386

26406776.863

26406750.849

26408743.021

26408864.476

26409068.259

26408967.419

26408771.712

26408551.424

26408514.914

26408592.476

26408566.096

26408663.325

26408672.246

26408734.669

26409039.551

26409496.329

26409227.889

26408860.303

26408470.356

26408225.609

26408067.374

26407824.747

26407531.155

26407385.549

26407070.178

26406841.138

26406505.058

26406242.995

26405991.684

26406061.526

26406247.858

26406372.292

26406478.146

26406645.987

26406498.416

26406493.723

26406526.852

26408703.477

26408566.613

26409325.910

26409521.979

26408149.514

26408877.985

A6

SKETCHES OF REFERENCES

REFERENCES NOT

DRAWN TO SCALE

12.19’

PK

N

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M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v \C

A D

D \A

-P

IR

O

(1 s u r_ re v .d g n

:3

:2

A

M

/9 /2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

SURVEY INFORMATION SHEET

SKETCHES OF REFERENCES

REFERENCES NOT

DRAWN TO SCALE

12.19’

PK

TBAR

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A7

SKETCHES OF REFERENCES

SURVEY INFORMATION SHEET

TBAR

N

TBAR

N

TBAR

N

TBAR

TBAR

T4025

TBAR

N

T4026

TBAR

N

TBAR

N

TBAR

N

TBAR

N

TBAR

N

T4031

TBAR

N

TBAR

N

TBAR

N

T4034

TBAR

N

TBAR

N

TBAR

N

34.46’x18" CMP4337

TBAR N

MW MI

M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v \C

A D

D \A

-P

IR

O

(1 s u r_ re v .d g n

:3

:4

A

M

/9 /2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

SKETCHES OF REFERENCES

SURVEY INFORMATION SHEET

TBAR

TBAR

TBAR

TBAR

TBAR

T4025

TBAR

T4026

TBAR

TBAR

TBAR

TBAR

TBAR

T4031

TBAR

TBAR

TBAR

T4034

TBAR

TBAR

TBAR

34.46’x18" CMP4337

A8

SKETCHES OF REFERENCES

TBAR

TBAR

TBAR

N

TBAR

N 41.36’x18" C

MP

TBAR

N

TBAR

N

B o u ld e r

TBAR

N

30.49’x18"CMP

TBAR

N

N

T4045

NAIL

N

TBAR

N

M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v \C

A D

D \A

-P

IR

O

(1 s u r_ re v .d g n

:3

:0

A

M

/9 /2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

SURVEY INFORMATION SHEET

SKETCHES OF REFERENCES

TBAR

TBAR

TBAR

TBAR

41.36’x18" C

MP

TBAR

TBAR

B o u ld e r

TBAR 30.49’x18"CMP

TBAR

T4045

NAIL

TBAR

A9

TRANSIT NOTES

P ro je c ts

\p ir o \1

(1 p ro j_ d e v \C

A D

D \A

-P

IR

O

(1 s u r_ re v .d g n

:3

:4

A

M

/9 /2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

A10

P ro je c ts

\p ir o \1

(1 p ro j_ d e v \C

A D

D \A

-P

IR

O

(1 s u r_ re v .d g n

:3

:2

A

M

/9 /2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

A11

STAKED CENTERLINE DATA

P ro je c ts

\p ir o \1

(1 p ro j_ d e v \C

A D

D \A

-P

IR

O

(1 s u r_ re v .d g n

:3

:5

A

M

/9 /2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

A12

P ro je c ts

\p ir o \1

(1 p ro j_ d e v \C

A D

D \A

-P

IR

O

(1 s u r_ re v .d g n

:4

:4

A

M

/9 /2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

NO SCALE

B1

CL

TYPICAL SECTIONS

LITTLE BEAVER ROAD

MW MI

M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v

\C A

D D

\B -P

IR

O

(1 ty p

.d g n :4

:4

P

M

/2

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

B2

CL

CL

CL

TYPICAL SECTIONS

LITTLE BEAVER ROAD

MW MI

M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v

\C A

D D

\B -P

IR

O

(1 ty p

.d g n :4

:5

P

M

/2

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

1:4

CL

CL

B3

TYPICAL SECTIONS

LITTLE BEAVER ROAD

MW MI

M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v

\C A

D D

\B -P

IR

O

(1 ty p

.d g n

:5

:1

P M

/2

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

CL

B4

TYPICAL SECTIONS

LITTLE BEAVER ROAD

MW MI

M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v

\C A

D D

\B -P

IR

O

(1 ty p

.d g n :5

:3

P

M

/2

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

B5

CL

TYPICAL SECTIONS

LITTLE BEAVER ROAD

CL

MW MI

M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v

\C A

D D

\B -P

IR

O

(1 ty p

.d g n

:5

:5

P M

/2

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

CL

B6

TYPICAL SECTION

PARKING AREA 1

(SCHEDULE B)

MW MI

M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v

\C A

D D

\B -P

IR

O

(1 ty p

.d g n

:5

:1

P M

/2

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

TABULATION OF QUANTITIES

C1

Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚

‡ PLAN SHEET SECTION -------->>‡ ESTIMATED QUANTITIES ‡

‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ BID ‡

‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ PLAN ‡ SCHEDULE ‡

‡15201-0000‡CONSTRUCTION SURVEY AND STAKING ‡ LPSM ‡ ALL ‡ ALL ‡

‡15401-0000‡CONTRACTOR TESTING ‡ LPSM ‡ ALL ‡ ALL ‡

‡30110-0000‡AGGREGATE SURFACE COURSE ‡ TON ‡ 1050 ‡ 1,050 ‡

‡63504-1000‡TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN ‡ SQFT ‡ 133 ‡ 133 ‡

‡63701-0000‡FIELD OFFICE ‡ EACH ‡ 1 ‡ 1 ‡

Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚

‡ PLAN SHEET SECTION -------->>‡ ESTIMATED QUANTITIES ‡

‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ BID ‡

‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ PLAN ‡ SCHEDULE ‡

‡15201-0000‡CONSTRUCTION SURVEY AND STAKING ‡ LPSM ‡ ALL ‡ ALL ‡

‡15401-0000‡CONTRACTOR TESTING ‡ LPSM ‡ ALL ‡ ALL ‡

‡15705-0100‡SOIL EROSION CONTROL, SILT FENCE ‡ LNFT ‡ 320 ‡ 320 ‡

‡20101-0000‡CLEARING AND GRUBBING ‡ ACRE ‡ 0.1 ‡ 0.1 ‡

‡21101-1000‡ROADWAY OBLITERATION, METHOD 1 ‡ SQYD ‡ 200 ‡ 200 ‡

‡30110-0000‡AGGREGATE SURFACE COURSE ‡ TON ‡ 920 ‡ 920 ‡

‡60901-8000‡CURB, TIMBER (6-INCH X 8-INCH) ‡ LNFT ‡ 160 ‡ 160 ‡

‡62405-0300‡PLACING CONSERVED TOPSOIL, 4-INCH DEPTH ‡ SQYD ‡ 280 ‡ 324 ‡

‡62502-0000‡TURF ESTABLISHMENT ‡ SQYD ‡ 280 ‡ 324 ‡

MW MI

M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v

\C A

D D

\C -P

IR

O

(1 q n t.

d g n

:5

:5

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v

\c a d d \C

-P

IR

O

(1 q n t.

d g n

:4

:4

A M

/1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

SUMMARIES AND SCHEDULES

C2

C3

(SCHEDULE A)

MW MI

M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v

\C A

D D

\C -P

IR

O

(1 q n t.

d g n

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:3

A M

/1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

C4

(SCHEDULE A)

MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v

\c a d d \C

-P

IR

O

(1 q n t.

d g n

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A M

/1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

C5

(SCHEDULE A)

MW MI

M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v

\C A

D D

\C -P

IR

O

(1 q n t.

d g n

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A M

/1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

C6

(SCHEDULE A)

MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v

\c a d d \C

-P

IR

O

(1 q n t.

d g n

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A M

/1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

C7

(SCHEDULE B)

MW MI

M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v

\C A

D D

\C -P

IR

O

(1 q n t.

d g n

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A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

R = 500.00’

Curve = CRV-01

PI 959+73.60

D = 12%%d 33’ 26" (LT)

T = 55.01’

L = 109.58’

= 19%%d 14’ 20" (LT)

Curve = CRV-02

PI 961+35.67

D

R = 140.00’

T = 23.73’

L = 47.01’

PI 963+78.46

Curve = CRV-03

D = 30%%d 37’ 56" (RT)

R = 190.00’

T = 52.04’

L = 101.58’

Curve = CRV-05

PI 967+73.70

D = 29%%d 19’ 07" (LT)

R = 280.00’

T = 73.24’

L = 143.28’

= 29%%d 19’ 07" (LT)

Curve = CRV-05

PI 967+73.70

D

R = 280.00’

T = 73.24’

L = 143.28’

T = 101.19’

L = 201.63’

Curve = CRV-07

PI 971+52.13

D = 12%%d 09’ 37" (LT)

R = 950.00’

Curve = CRV-06

= 47%%d 27’ 57" (RT)

PI 969+82.90

D

R = 175.00’

T = 76.94’

L = 144.98’

= 18%%d 04’ 56" (RT)

Curve = CRV-08

PI 975+40.46

D

R = 500.00’

T = 79.56’

L = 157.80’

PI 978+11.80

Curve = CRV-09

D = 13%%d 48’ 34" (LT)

R = 250.00’

T = 30.27’

L = 60.26’

Curve = CRV-10

PI 979+09.26

D = 5%%d 40’ 51" (RT)

R = 1,360.00’

T = 67.48’

L = 134.84’

T = 11.91’

L = 23.77’

Curve = CRV-13

PI 985+23.52

D = 9%%d 04’ 40" (LT)

R = 150.00’

PI 985+91.05

Curve = CRV-14

D = 2%%d 29’ 48" (RT)

R = 2,555.00’

T = 55.67’

L = 111.33’

Curve = CRV-04

PI 965+95.85

D = 3%%d 18’ 50" (RT)

R = 600.00’

T = 17.36’

L = 34.70’

L = 167.64’

Curve = CRV-12

PI 982+68.48

D = 28%%d 15’ 02" (RT)

R = 340.00’

T = 85.56’

Curve = CRV-11

= 17%%d 22’ 55" (LT)

L = 206.29’

PI 980+80.57

D

R = 680.00’

T = 103.95’

D1

Sheet 1 of 6

958+15 to 986+00

N

N

CRV-04

CRV-13

ALIGNMENT CURVE DATA

ALIGNMENT CURVE DATA

CRV-01 CRV-0

CRV-03

CRV-05

CRV-06

CRV-07

CRV-08

CRV-09

CRV-10

CRV-12

CRV-11

CRV-14

GEOMETRIC CONTROL

AND SIGNING PLAN

SPEED

LIMIT

SCALE IN FEET

0 100

SCALE IN FEET

0 100

N 14%%d 00’ 28" W

N 26%%d 33’ 54" W N 45%%d 48’ 18" W

N 15%%d 10’ 22" W

N 11%%d 46’ 35" W N 41%%d 05’ 42" W

P O

T

.6

P C

.5

P T

.1

P C

.9

P T

.9

P C

.4

P T

.0

P C

.4

P T

.1

P C

.4

P T

.7

P C

.9

P R

C

.9

P T

.5

N 5%%d 47’ 24" W

N 12%%d 17’ 33" E

N 15%%d 01’ 55" E

P T

.5

P C

.9

P T

.7

P C

.5

P R

C

.7

P R

C

.6

P R

C

.9

P T

.5

P C

.6

P R

C

.3

MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \D

-P

IR

O

(1 g l.

d g n

:4

:0

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

PI 1002+45.79

Curve = CRV-21

D = 28%%d 32’ 47" (RT)

R = 225.00’

T = 57.24’

L = 112.10’

Curve = CRV-22

PI 1004+20.31

D = 22%%d 58’ 58" (LT)

R = 225.00’

T = 45.74’

L = 90.25’

D

Curve = CRV-23

PI 1005+29.92

= 7%%d 00’ 55" (RT)

R = 225.00’

T = 13.79’

L = 27.55’

Curve = CRV-19

PI 996+90.53

D = 17%%d 11’ 36" (RT)

R = 440.00’

T = 66.52’

L = 132.03’

Curve = CRV-19

PI 996+90.53

D = 17%%d 11’ 36" (RT)

R = 440.00’

T = 66.52’

L = 132.03’

R = 800.00’

Curve = CRV-20

PI 999+44.00

D = 11%%d 42’ 42" (RT)

T = 82.05’

L = 163.53’

R = 180.00’

Curve = CRV-18

PI 993+72.43

D = 20%%d 31’ 41" (RT)

T = 32.59’

L = 64.49’

PI 991+74.06

Curve = CRV-17

D = 21%%d 58’ 35" (LT)

R = 270.00’

T = 52.43’

L = 103.56’

T = 27.20’

R = 205.00’

Curve = CRV-16

PI 990+94.75

D = 15%%d 07’ 01" (RT)

L = 54.09’

T = 15.02’

Curve = CRV-15

PI 989+05.55

D = 8%%d 35’ 33" (LT)

R = 200.00’

L = 29.99’

D2

986+00 to 1012+00

Sheet 2 of 6

P T

.8

P T

.6

N

N

T S

.0

S C

.0

PC 1011+70.46

Spiral = SP1B

PI 1007+46.72

f s = 24%%d 39’ 44"

Ls = 99.00’

Spiral = SP1A

PI 1009+13.10

f s = 24%%d 39’ 44"

Ls = 99.00’

D

Curve = CRV-24

PI 1010+44.03

= 8%%d 35’ 24" (RT)

R = 225.00’

T = 16.90’

L = 33.73’

CRV-15

CRV-16

CRV-17

CRV-18

CRV-19

CRV-20

CRV-23

C R

V -2

C R

V -2

ALIGNMENT CURVE DATA

ALIGNMENT CURVE DATA

ALIGNMENT SPIRAL DATA

= 8%%d 25’ 38" (LT)

Curve = CRV-25

PI 1011+87.04

D

R = 225.00’

T = 16.58’

L = 33.09’

CRV-21

CRV-22

SP1B

SP

S P

A

GEOMETRIC CONTROL

AND SIGNING PLAN

PI 1008+32.75

Curve = SP1

D = 99%%d 21’ 55" (LT)

D c = 50%%d 02’ 28" (LT)

R = 115.00’

Ts = 188.87’

L = 100.44’

M PH.. .

M PH.. .

SCALE IN FEET

0 100

SCALE IN FEET

0 100

P C

.1

N 8%%d 27’ 03" E N 0%%d 08’ 29" W

N 7%%d 00’ 05" W

N 13%%d 31’ 37" E

N 30%%d 43’ 12" E

N 42%%d 25’ 55" E

P T

.7

P C

.5

P T

.5

P C

.5

P R

C

.6

P T

.2

P C

.8

P T

.3

P C

.0

P T

.0

P C

.9

P T

.4

P C

.5

N 30%%d 43’ 12" E

N 42%%d 25’ 55" E

N 70%%d 58’ 41" E

N 47%%d 59’ 44" E

N 53%%d 11’ 34" E

N

6% d

’ 2 1"

W N

7% d

’ 5

7" W

N

6% d

’ 3 5"

W N

9% d

’ 4

9" W

N

1% d

’ 3 6"

W

P C

.9

P T

.4

P C

.5

P T

1003+ 00.65

P C

1003+ 74.57

P T

.8

P C

.1

P T

.6

T S

.0

S C

.0

CS 1008+79.51

ST 1009+78.51

1010+00

PC 1010+27.13

PT 1010+60.86

PC 1011+70.46

PT 1012+03.56

PC 1013+26.94

PT 1013+81.30

PC 1014+36.12

PT 1014+93.59

1015+00

PC 1016+12.56

MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \D

-P

IR

O

(1 g l.

d g n

:4

:0

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

D3

1012+00 to 1040+00

Sheet 3 of 6

N

N

CRV-29

CRV-32

CRV-34 CRV-35

CRV-36

CRV-37

CRV-38

CRV-39

ALIGNMENT CURVE DATA

= 1%%d 38’ 47" (LT)

Curve = CRV-27

PI 1014+64.86

D

R = 2,000.00’

T = 28.74’

L = 57.47’L = 54.36’

Curve = CRV-26

PI 1013+54.15

D = 6%%d 13’ 46" (RT)

R = 500.00’

T = 27.21’

Curve = CRV-28

PI 1017+44.50

D = 7%%d 32’ 54" (LT)

R = 2,000.00’

T = 131.93’

L = 263.49’

PI 1019+25.76

Curve = CRV-29

D = 4%%d 00’ 37" (RT)

R = 500.00’

T = 17.51’

L = 35.00’

Curve = CRV-30

PI 1020+26.15

D = 9%%d 15’ 38" (LT)

R = 300.00’

T = 24.30’

L = 48.49’

Curve = CRV-31

PI 1021+37.93

D = 12%%d 45’ 49" (RT)

R = 400.00’

T = 44.74’

L = 89.11’

Curve = CRV-32

PI 1022+73.93

D = 6%%d 18’ 18" (LT)

R = 250.00’

T = 13.77’

L = 27.51’

= 19%%d 46’ 52" (RT)

Curve = CRV-33

PI 1024+16.28

D

R = 400.00’

T = 69.74’

L = 138.10’

ALIGNMENT CURVE DATA

= 15%%d 10’ 12" (RT)

Curve = CRV-34

PI 1029+26.48

D

R = 550.00’

T = 73.24’

L = 145.62’

PI 1031+31.42

Curve = CRV-35

D = 5%%d 25’ 44" (LT)

R = 1,000.00’

T = 47.41’

L = 94.75’

= 13%%d 36’ 47" (RT)

Curve = CRV-36

PI 1034+48.52

D

R = 580.00’

T = 69.23’

L = 137.80’

PI 1035+85.30

Curve = CRV-37

D = 11%%d 25’ 20" (LT)

R = 682.00’

T = 68.21’

L = 135.96’

Curve = CRV-38

PI 1037+41.54

D = 35%%d 04’ 30" (RT)

R = 280.00’

T = 88.49’

L = 171.41’ L = 143.64’

Curve = CRV-39

PI 1038+99.91

D = 43%%d 19’ 00" (LT)

R = 190.00’

T = 75.45’

CRV-26 CRV-27

CRV-28 CRV-30

CRV-31

CRV-33

GEOMETRIC CONTROL

AND SIGNING PLAN

SCALE IN FEET

0 100

SCALE IN FEET

0 100

N 46%%d 10’ 21" W N 37%%d 34’ 57" W N 46%%d 00’ 35" W

N 39%%d 46’ 49" W N 41%%d 25’ 36" W N 48%%d 58’ 30" W

N 44%%d 57’ 53" W

N 54%%d 13’ 31" W

N 41%%d 27’ 42" W

N 47%%d 46’ 00" W

N 27%%d 59’ 08" WP T

.8

P C

.4

P T

.5

P C

.9

P T

.3

P C

.1

P T

.5

P C

.5

P T

.0

P C

.2

P T

.2

P C

.8

P T

.3

P C

.1

P T

.3

P C

.1

P T

.6

P C

.5

P T

.6

N 27%%d 59’ 08" W

N 12%%d 48’ 56" W N 18%%d 14’ 40" W

P T

.6

P C

.2

P T

.8

P C

.0

P T

.7

P C

.2

P R

C

.0

P R

C

.0

P R

C

.4

P C

C

.1

MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \D

-P

IR

O

(1 g l.

d g n

:4

:1

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

D4

1040+00 to 1068+00

Sheet 4 of 6

N N

T = 55.37’

Curve = CRV-40

PI 1040+23.48

D = 8%%d 50’ 39" (LT)

R = 716.00’

L = 110.52’

= 17%%d 45’ 31" (RT)

R = 450.00’

Curve = CRV-41

PI 1041+48.93

D

T = 70.30’

L = 139.47’

R = 565.00’

Curve = CRV-42

PI 1043+41.41

D = 24%%d 37’ 24" (LT)

T = 123.31’

L = 242.81’

P C

C

.9

T = 63.76’

Curve = CRV-43

PI 1045+24.67

D = 29%%d 45’ 14" (LT)

R = 240.00’

L = 124.63’

PI 1046+45.86

Curve = CRV-44

D = 7%%d 22’ 53" (RT)

R = 935.00’

T = 60.31’

L = 120.45’

Curve = CRV-45

PI 1047+76.20

D = 27%%d 12’ 57" (RT)

R = 290.00’

T = 70.20’

L = 137.75’ L = 119.99’

Curve = CRV-46

PI 1050+75.57

D = 19%%d 15’ 25" (LT)

R = 357.00’

T = 60.56’

CRV-40 CRV-41

CRV-42

CRV-4

CRV-

CRV-45

CRV-46

CRV-47

CRV-48

CRV-49 CRV-50

CRV-51

CRV-52

CRV-

CRV-54

CRV-55

ALIGNMENT CURVE DATA

PI 1053+38.64

Curve = CRV-47

D = 32%%d 39’ 42" (RT)

R = 330.00’

T = 96.69’

L = 188.12’

ALIGNMENT CURVE DATA

R = 355.00’

Curve = CRV-48

PI 1056+58.79

D = 37%%d 41’ 10" (LT)

T = 121.15’

L = 233.50’

T = 50.00’

Curve = CRV-49

PI 1058+21.14

D = 32%%d 46’ 39" (RT)

R = 170.00’

L = 97.25’

= 25%%d 22’ 47" (RT)

Curve = CRV-50

PI 1059+42.70

D

R = 330.00’

T = 74.31’

L = 146.18’

Curve = CRV-51

PI 1060+60.84

D = 29%%d 37’ 14" (LT)

R = 175.00’

T = 46.27’

L = 90.47’

= 33%%d 42’ 40" (LT)

Curve = CRV-52

PI 1061+47.46

D

R = 140.00’

T = 42.42’

L = 82.37’

Curve = CRV-53

PI 1062+80.50

D = 12%%d 04’ 37" (RT)

R = 880.00’

T = 93.09’

L = 185.49’

Curve = CRV-54

PI 1064+47.30

D = 15%%d 58’ 51" (RT)

R = 530.00’

T = 74.40’

L = 147.83’

Curve = CRV-55

PI 1066+07.24

D = 6%%d 18’ 27" (RT)

R = 1,570.00’

T = 86.50’

L = 172.84’

GEOMETRIC CONTROL

AND SIGNING PLAN

SCALE IN FEET

0 100

SCALE IN FEET

0 100

N 35%%d 09’ 39" W N 54%%d 25’ 05" W

N 21%%d 45’ 22" W

P C

C

.1

P R

C

.6

P R

C

.1

0 P C

C

.9

P R

C

.5

P C

C

.0

P T

.7

P C

.0

P T

.9

P C

.9

P T

.0

P C

.6

N 31%%d 55’ 50" W

N 21%%d 45’ 22" W

P C

.9

P T

.0

P C

.6

P R

C

.1

P C

C

.4

P R

C

.5

P C

C

.0

P R

C

.4

P C

C

.9

P C

C

.7

P T

.5

P C

.7

MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \D

-P

IR

O

(1 g l.

d g n

:4

:1

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

D5

Sheet 5 of 6

1068+00 to 1096+50

N

N

R = 410.00’

T = 117.43’

Curve = CRV-56

PI 1069+21.17

D = 31%%d 57’ 57" (LT)

L = 228.74’ L = 179.07’

Curve = CRV-57

PI 1072+09.53

D = 80%%d 47’ 18" (RT)

R = 127.00’

T = 108.06’

Curve = CRV-58

PI 1074+30.17

D = 30%%d 46’ 28" (RT)

R = 315.00’

T = 86.69’

L = 169.19’

= 18%%d 57’ 04" (LT)

T = 46.73’

Curve = CRV-59

PI 1077+24.60

D

R = 280.00’

L = 92.61’

T = 40.52’

Curve = CRV-60

PI 1078+11.01

D = 14%%d 53’ 43" (RT)

R = 310.00’

L = 80.59’

= 52%%d 30’ 45" (LT)

Curve = CRV-61

PI 1079+56.40

D

R = 145.00’

T = 71.53’

L = 132.90’

= 29%%d 37’ 51" (RT)

Curve = CRV-62

PI 1080+57.44

D

R = 150.00’

T = 39.67’

L = 77.57’

R = 210.00’

Curve = CRV-63

PI 1082+48.77

D = 17%%d 55’ 52" (LT)

T = 33.13’

L = 65.72’

T = 68.93’

Curve = CRV-64

PI 1083+50.29

D = 49%%d 21’ 48" (RT)

R = 150.00’

L = 129.23’

Curve = CRV-65

PI 1086+01.46

D = 91%%d 23’ 08" (LT)

R = 100.00’

T = 102.45’

L = 159.50’ L = 65.02’

Curve = CRV-66

PI 1087+80.39

D = 27%%d 35’ 39" (RT)

R = 135.00’

T = 33.15’

PI 1089+17.87

Curve = CRV-67

D = 10%%d 08’ 39" (RT)

R = 1,190.00’

T = 105.62’

L = 210.69’

PI 1090+80.06

Curve = CRV-68

D = 5%%d 24’ 20" (LT)

R = 1,210.00’

T = 57.12’

L = 114.16’

C R V -5

CRV-

CRV-58

CRV-59

CRV-60

CRV-61

CRV-62

ALIGNMENT CURVE DATA

ALIGNMENT CURVE DATA

CRV-63 CRV-64

CRV-65

CRV-

CRV-67

CRV-68

M PH.. .

GEOMETRIC CONTROL

AND SIGNING PLAN

SPEED

LIMIT

SCALE IN FEET

0 100

SCALE IN FEET

0 100

D

Curve = CRV-70A

PI 1096+02.73

= 50%%d 01’ 55" (RT)

R = 45.00’

T = 21.00’

L = 39.29’

T = 29.97’

Curve = CRV-70

PI 1095+58.82

D = 67%%d 19’ 43" (LT)

R = 45.00’

L = 52.88’

CRV-69 CRV-70A

CRV-7

T = 50.31’

Curve = CRV-69

PI 1094+28.67

D = 22%%d 45’ 31" (RT)

R = 250.00’

L = 99.30’

P C

.6

N

1% d 5 5’ 5

0" W

N d

W

N 16%%d 48’ 45" E

N 47% d 35’ 13" E

N 43% d 31’ 52" E

N 20%%d 38’ 56" E

P T

.5

P C

.7

1070+00

PT 1070+32.48

PC 1071+01.47

P T

.5

P C

.4

P T

.6

P C

.8

7 P R

C

.4

P T

.0

P C

.8

P R

C

.7

P T

.3

P C

.6

N 20%%d 38’ 56" E

N 52% d 04’ 51" E

N

9% d 1 8’ 1

7" W

N 15%%d 47’ 10" E

N 6%%d 58’ 20" W

P C

.6

P R

C

.3

P T 1084+

10.59

P C

1084+ 99.01

P T

.5

P C

.2

P

C C

.2

P R

C

.9

P T

.1

P C

.3

P T

.6

P C

.8

P R

C 1095+

81.73

P C

C

.0

P R C

.8

MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \D

-P

IR

O

(1 g l.

d g n

:4

:2

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

D6

Sheet 6 of 6

1096+50 to 1105+94.04

N

CRV-74

ALIGNMENT CURVE DATA

GEOMETRIC CONTROL

AND SIGNING PLAN

SCALE IN FEET

0 100

CRV-71

CRV-72 CRV-73

CRV-

CRV-7

CRV-77

PI 1105+72.54

Curve = CRV-77

D = 12%%d 22’ 42" (LT)

R = 320.00’

T = 34.70’

L = 69.13’

R = 100.00’

Curve = CRV-76

PI 1104+80.77

D = 90%%d 50’ 17" (RT)

T = 101.47’

L = 158.54’

T = 86.57’

PI 1103+05.08

D = 52%%d 38’ 32" (LT)

R = 175.00’

L = 160.79’

Curve = CRV-75

D

Curve = CRV-74

PI 1100+31.43

= 3%%d 01’ 55" (LT)

R = 400.00’

T = 10.59’

L = 21.17’

PI 1097+98.53

Curve = CRV-72

D

R = 200.00’

T = 30.64’

L = 60.81’

= 17%%d 25’ 14" (LT)

Curve = CRV-73

PI 1099+81.24

D = 5%%d 40’ 43" (RT)

R = 800.00’

T = 39.68’

L = 79.29’

PI 1096+99.09

Curve = CRV-71

D = 48%%d 04’ 59" (RT)

R = 175.00’

T = 78.07’

L = 146.86’

N 15%%d 47’ 10" E

N 29%%d 09’ 05" E

N 31%%d 47’ 54" E

P C

.8

PRC 1095+81.73

P C

C 1096+

21.03

P R

C

.8

P T

.7

P C

.5

P R

C

.8

P T

.0

P C

.5

PRC 1103+79.29

P R

C 1105+

37.84

P T

.9

MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \D

-P

IR

O

(1 g l.

d g n

:4

:2

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1) D7

PLAN

SCALE IN FEET

0 20 40

0 20 40

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1) D8

PLAN

SCALE IN FEET

0 20 40

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1) D9

PLAN

/1

/2

:4

:4

A M m p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \D

-P

IR

O

(1 p rf

.d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT

SHEET

NO.

PROFILE

MW MI

830+00 to 836+00

Sheet 1 of 2

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

.2

V P

I

E L

.6

-11.559%

-11.000%

50’ VC

K = 90

V

.2

-7.000%

100’ VC

K = 25

V

.5

-9.650%

66’ VC

K = 25

SSD = 440’

.7

1005+00 1006+00 1007+00 1008+00 1009+00 1010+00

1011+00

5050 50 50 50

50 50

D10

Sheet 1 of 2

LBR PROFILE

1004+50 to 1011+50

/2

:4

:5

A

M m p ro je c ts

\p ir o \1

(1 p ro j_ d e v

\c a d d \D

-P

IR

O

(1 p rf

.d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

REG STATE PROJECT

SHEET

NO.

PROFILE

MW MI

830+00 to 836+00

Sheet 1 of 2

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

0+00

20 30 40 50 60 70 80 90

1+00

Sheet 2 of 2

RSS PROFILE

D11

0+00 to 1+04

PICTURED ROCKS NATIONAL LAKESHORE

PRA-PIRO 15(1)

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

PLAN & PROFILE

REG STATE PROJECT

SHEET

NO.

D12

959+00

960+00

CL

D13

DO NOT

ENTER

NOT TO SCALE

N

RV Return Route to H58

MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v

\c a d d \D

-P

IR

O

(1

R V

.d g n :4

:0

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

10+00 11+00 12+00 13+00 14+00

15+00

50 50 50 50 50

.7

MW MI PRA-PIRO 15(1) 1

P M

IS

N

O

/4

D15

Existing Grade

Proposed Grade

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

10+00 TO 15+25.67

/2

/2

:4

:5

P

M m

P ro je ct s\ p ir o \1

(1 p ro j_ d ev

\C A

D D

\D -P

IR

O

(1

P ar k L o t1

.d g n

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PROFILE

REG STATE PROJECT

SHEET

NO.

PARKING AREA 1 RECONSRUCTION

(SCHEDULE B)

.4

V P

I

.8

+1.904%

+0.571%

40’ VC

K = 30

SSD = 830’

V P

I

.6

+0.571% -0.764%

40’ VC

K = 30

SSD = 828’

V P

I

.4

-0.764%

-2.489%

40’ VC

K = 23

SSD = 646’ 7

.7

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SCALE IN FEET

0 20 40

D16MW MI PIRO 15(1)

PARKING AREA 2

RECONSTRUCTION & OVERLAY

(SCHEDULE C)

0 50

D17

PARKING AREA OVERLAYS

SCHEDULE D

MW MI

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PICTURED ROCKS NATIONAL LAKESHORE

/2

/2

:1

:3

A

M M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v

\C A

D D

\K -P

IR

O

(1 x s d

.d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET

NO.

P M

I S

N O

/4

Sheet 1 of 1

DRAINAGE CROSS SECTIONS

MW MI PRA-PIRO 15(1)

NPS

NO.

41916

CL_SG

CP_SG

CP_SG

LC

K1

EROSION CONTROL

NARRATIVE

M1MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \M

-P

IR

O (1 e s .d g n

:4

:2

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

804805806807808809810811

842842

843843

4 854

855 855

864 864

879 879

883884885

804805806807808809810811

842842

843843

4 854

855 855

864 864

879 879

883884885

TB

A R4017

TB

A

R

TB

A R4017

TB

A

R

1009+00

1010+00

MW MI

m

P ro je c ts

\p ir o \1

(1 p ro j_ d e v

\C A

D D

\M

-P

IR

O

(1 e s .d g n

:2

:3

A

M

/2

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

SFSFSFSF

M a tc h L in e S ta

N

N

SCALE IN FEET

0 40

SCALE IN FEET

0 40

M a tc h L in e S ta

Sheet 1 of 3

1005+75 to 1014+75

Match Line Sta. 1009+00

EROSION CONTROL PLAN

M2

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

SCALE IN FEET

0 40

SCALE IN FEET

0 40

M3

EROSION CONTROL PLAN

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

PRA-PIRO 15(1)

SCALE IN FEET

0 40

M4

0 40 EROSION CONTROL PLAN

N1

SCALE IN MILES

0 5

TEMPORARY TRAFFIC

CONTROL PLAN

Sheet 1 of 2

MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v

\c a d d \N

-P

IR

O

(1 tc p .d g n

:4

:5

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

N

N2

R11-2

ROAD

CLOSED

TEMPORARY TRAFFIC

CONTROL PLAN

Sheet 2 of 2

ROAD

CLOSED

R11-2

R11-2

ROAD

CLOSED

MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v

\c a d d \N

-P

IR

O

(1 tc p .d g n

:4

:5

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

STANDARD

U.S. CUSTOMARY STANDARD

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

STANDARD APPROVED FOR USE 6/2005

REVISED: 6/2007

SILT FENCE

157-1

S1MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \S td -D e t\ s t1 x .d g n

:4

:0

A

M /1

/2

REG STATE PROJECT SHEET NO.

157-2

TEMPORARY

INLET PROTECTION

STANDARD

U.S. CUSTOMARY STANDARD

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

FEDERAL LANDS HIGHWAY

STANDARD APPROVED FOR USE 6/2005

REVISED:

S2MW MI

P ro je c ts

\p ir o \1

(1 p ro j_ d e v

\C A

D D

\S td

-D e t\ s t1 x

.d g n

:5

:4

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

E204-01

U.S. CUSTOMARY DETAIL

DETAILDETAIL APPROVED FOR USE

CUT AND FILL

SLOPE TRANSITIONS

REVISED: 02/08

S3MW MI

p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \S td -D e t\ s t2 x d e ta il .d g n

:4

:0

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

E204-02A

BENCHING DETAIL

REVISED: 06/07

S4MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \S td -D e t\ s t2 x A d e ta il .d g n

:4

:0

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

E251-01A

REVISED: 05/07

LOOSE RIPRAP AT

CULVERT OR DITCH

x

D

D x

1’ -6

1’ -6

S5MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \S td -D e t\ s t2 x A d e ta il .d g n

:4

:0

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

DETAIL

S6

GLACIAL BOULDER

E251-B

MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \s td -d e t\ s t2 x B d e ta il .d g n

:4

:1

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

REVISED: 06/99 04/07

DETAIL APPROVED FOR USE

Sheet 1 of 2

REINFORCED SOIL SLOPE (RSS)

S7

255-A m p ro je c ts

\p ir o \1

(1 p ro j_ d e v

\c a d d \S td -D e t\ s t2 x d e ta il .d g n

:4

:1

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

REVISED: 06/99 04/07

S8

Sheet 2 of 2

REINFORCED SOIL SLOPE (RSS)

255-A m p ro je c ts

\p ir o \1

(1 p ro j_ d e v

\c a d d \S td -D e t\ s t2 x d e ta il .d g n

:4

:1

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

DETAILSTANDARD APPROVED FOR USE --/----

REVISED: 03/07

E620-01

STONE MASONRY HEADWALLS

FOR SMALL PIPE CULVERTS

U.S. CUSTOMARY DETAIL

S9MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v

\c a d d \s td -d e t\ s t6 x d e ta il .d g n

:4

:3

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

E602-07

DETAIL APPROVED FOR USE 02/2007

CONCRETE PIPE

CULVERT INSTALLATION

REVISED: 04/02 904/07

S10

Piping plug p ro je c ts

\p ir o \1

(1 p ro j_ d e v

\c a d d \S td -D e t\ s t6 x d e ta il .d g n

:4

:1

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

REVISED: 10/07

E604-01

INLET, TYPE 4A, 4B, and 4C

S11MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \S td -D e t\ s t6 x d e ta il .d g n

:4

:2

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

E619-03A

REVISED: 1/08

WOOD

BOLLARD

Existing ground

2’

3’

1/2 "

4"

1/2 " (typ.)

S12MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \S td -D e t\ s t6 x d e ta il .d g n

:4

:3

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

E629-01A

REVISED: 1/08

SLOPE STABILIZATION

WITH MATTING

S13 p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \S td -D e t\ s t6 x d e ta il .d g n

:4

:3

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

E629-02

Erosion stop (check slot): Every 50 ft, bury fold of mat in slit trench and tamp;

fasten with double row of fasteners.

See Section A-A

DITCH STABILIZATION

WITH MATTING

REVISED: 06/00 10/07

S14 p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \S td -D e t\ s t6 x d e ta il .d g n

:4

:3

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

E633-01

REVISED: 03/07

SIGN

STRUCTURES

S15

STOP

SPEED

LIMIT

M PH

MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v

\c a d d \S td -D e t\ s t6 x d e ta il .d g n

:4

:4

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

E635-01

DETAIL APPROVED FOR USE 02/2007

(m in

CONSTRUCTION TRAFFIC

CONTROL SIGN MOUNTING

U.S. CUSTOMARY DETAIL

REVISED: 02/07 06/07 02/08

S16

ROAD

AHEAD

WORK

ROAD

CLOSED

DETOUR 35

M PH.. .

M PH.. .

CLOSED

RIGHT LANE

AHEAD

M PH.. .

DETOUR

AHEAD

M PH.. .

MW MI

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v

\c a d d \S td -D e t\ s t6 x d e ta il .d g n

:4

:4

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

PICTURED ROCKS NATIONAL LAKESHORE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

E635-A

SPECIAL CONSTRUCTION SIGN

S17MW MI PIRO 15(1)

m p ro je c ts

\p ir o \1

(1 p ro j_ d e v \c a d d \S td -D e t\ s t6 x A d e ta il .d g n

:4

:5

A

M /1

/2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

P M

I S

N O

/4

I S

N O

/4

00 1010 2020 3030

/2

:0

:5

A

M M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v \C

A D

D \T

-P

IR

O (1 x s s .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

CROSS SECTIONS

REG STATE PROJECT SHEET

NO.

P M

I S

N O

/4

6895 895

900 900

905 905

910 910

915 915

890 890

895 895

900 900

905 905

910 910

915 915

00 1010 2020 3030

890 890

895 895

900 900

905 905

910 910

885 885

890 890

895 895

900 900

905 905

910 910

MW MI T1

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

1005+50.00 TO 1006+25.00

PRA-PIRO 15(1)

Sta. 1005+50.00 R 1

Overlay Grade = 902.40

Original Ground = 901.87

Milled Grade = 901.87

CL

+3.00% -3.00%

CL_SG

CP_SG

CP_SG

E d g e o f E x is t R o a d w a y

E d g e o f E x is t R o a d w a y

1:21:2

CL_SG

Sta. 1005+75.00 R 1

Des. Grade = 899.27

Subgrade = 898.27

Orig. Grnd. = 899.02

CL

2223SHLD_SGFM_SSGBDTHPC

SSCCP_SG

+3.00% -3.00%

1:2

SHLD_SGFM_SSG

SSCCP_SG

Special Ditch Profile

Elevation = 897.79

-D it c h B o tt o m

CL_SG

Sta. 1006+00.00 R 1

Des. Grade = 896.38

Subgrade = 895.38

Orig. Grnd. = 896.06

CL

2223SHLD_SGFM_SSGBDTHPC

SSCCP_SG

+3.00% -3.00%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

Special Ditch Profile

Elevation = 894.70

-D it c h B o tt o m

CL_SG

Sta. 1006+25.00 R 1

Des. Grade = 893.49

Subgrade = 892.49

Orig. Grnd. = 893.05

CL

2223SHLD_SGFM_SSGBDTHPC

SSCCP_SG

+3.00% -3.00%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

Special Ditch Profile

Elevation = 891.50

-D it c h B o tt o

I S

N O

/4

/2

:5

A

M M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v \C

A D

D \T

-P

IR

O (1 x s s .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

CROSS SECTIONS

REG STATE PROJECT SHEET

NO.

P M

I S

N O

/4

6880 880

885 885

890 890

895 895

900 900

905 905

910 910

880 880

885 885

890 890

895 895

900 900

905 905

00 1010 2020 3030

875 875

880 880

885 885

890 890

895 895

875 875

880 880

885 885

890 890

895 895

MW MI T2

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

1006+50.00 TO 1007+25.00

PRA-PIRO 15(1)

CL_SG

Sta. 1006+50.00 R 1

Des. Grade = 890.63

Subgrade = 889.63

Orig. Grnd. = 890.15

CL

2223SHLD_SGFM_SSGBDTHPC

SSCCP_SG

+3.00% -3.00%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

Special Ditch Profile

Elevation = 888.34

-D it c h B o tt o m

CL_SG

Sta. 1006+75.00 R 1

Des. Grade = 887.85

Subgrade = 886.85

Orig. Grnd. = 887.23

CL

2223SHLD_SGFM_SSGBDTHPC

SSCCP_SG

+3.00% -3.00%

1:2

SHLD_SGFM_SSG

SSCCP_SG

Special Ditch Profile

Elevation = 885.24

-D it c h B o tt o m

CL_SG

Sta. 1007+00.00 R 1

Des. Grade = 885.10

Subgrade = 884.10

Orig. Grnd. = 884.42

CL

2223SHLD_SGFM_SSGHPF

SSFCP_SG

+3.00% -3.00%

1:2

SHLD_SGFM_SSG

SSCCP_SG

Special Ditch Profile

Elevation = 882.25

-D it c h B o tt o m

CL_SG

Sta. 1007+25.00 R 1

Des. Grade = 882.35

Subgrade = 881.35

Orig. Grnd. = 881.62

CL

2223SHLD_SGFM_SSGHPF

SSFCP_SG

+3.00% -3.00%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

Special Ditch Profile

Elevation = 879.66

-D it c h B o tt

I S

N O

/4

/2

:5

A

M M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v \C

A D

D \T

-P

IR

O (1 x s s .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

CROSS SECTIONS

REG STATE PROJECT SHEET

NO.

P M

I S

N O

/4

6870 870

875 875

880 880

885 885

870 870

875 875

880 880

885 885

890 890

00 1010 2020 3030

865 865

870 870

875 875

880 880

885 885

890 890

865 865

870 870

875 875

880 880

885 885

890 890

MW MI T3

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

1007+50.00 TO 1008+25.00

PRA-PIRO 15(1)

CL_SG

Sta. 1007+50.00 R 1

Des. Grade = 879.60

Subgrade = 878.60

Orig. Grnd. = 879.13

CL

2223SHLD_SGFM_SSGBDTHPC

SSCCP_SG

+3.00% -3.00%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

Special Ditch Profile

Elevation = 876.96

-D it c h B o tt o m

CL_SG

Sta. 1007+75.00 R 1

Des. Grade = 876.85

Subgrade = 875.85

Orig. Grnd. = 876.73

CL

2223SHLD_SGFM_SSGBDTHPC

SSCCP_SG

+3.00% -3.00%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

Special Ditch Profile

Elevation = 874.34

-D it c h B o tt o m

CL_SG

Sta. 1008+00.00 R 1

Des. Grade = 874.21

Subgrade = 873.21

Orig. Grnd. = 874.71

CL

2223SHLD_SGFM_SSGBDTHPC

SSCCP_SG

+3.00% -3.00%

1:2

SHLD_SGFM_SSG

BDTHPC

SSCCP_SG

Special Ditch Profile

Elevation = 871.78

-D it c h B o tt o m

CL_SG

Sta. 1008+25.00 R 1

Des. Grade = 871.83

Subgrade = 870.83

Orig. Grnd. = 872.79

CL

2223SHLD_SGFM_SSGBDTHPC

SSCCP_SG +3.00% -3.00%

1:2

SHLD_SGFM_SSG

SSCCP_SG

Special Ditch Profile

Elevation = 867.25

-D it c h B o tt

I S

N O

/4

/2

:5

A

M M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v \C

A D

D \T

-P

IR

O (1 x s s .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

CROSS SECTIONS

REG STATE PROJECT SHEET

NO.

P M

I S

N O

/4

6860 860

865 865

870 870

875 875

880 880

885 885

860 860

865 865

870 870

875 875

880 880

885 885

890 890

00 1010 2020 3030

855 855

860 860

865 865

870 870

875 875

880 880

885 885

890 890

855 855

860 860

865 865

870 870

875 875

880 880

MW MI T4

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

1008+50.00 TO 1009+25.00

PRA-PIRO 15(1)

CL_SG

Sta. 1008+50.00 R 1

Des. Grade = 869.70

Subgrade = 868.70

Orig. Grnd. = 871.09

CL

2223SHLD_SGFM_SSGBDTHPC

SSCCP_SG +3.00% -3.00%

23SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

CL_SG

Sta. 1008+75.00 R 1

Des. Grade = 867.81

Subgrade = 866.81

Orig. Grnd. = 869.44

CL

2223SHLD_SGFM_SSGBDTHPC

SSCCP_SG +3.00% -3.00%

1:2

SHLD_SGFM_SSGBDT

CP_SGSSC

1:20

CL_SG

Sta. 1009+00.00 R 1

Des. Grade = 866.06

Subgrade = 865.06

Orig. Grnd. = 867.30

CL

2223SHLD_SGFM_SSGBDTHPC

SSCCP_SG

+3.00% -3.00%

23SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

CL_SG

Sta. 1009+25.00 R 1

Des. Grade = 864.30

Subgrade = 863.30

Orig. Grnd. = 864.90

CL

2223SHLD_SGFM_SSGBDTHPC

SSCCP_SG

+3.00% -3.00%

1:2

SHLD_SGFM_SSGBDT

CP_SGSSC

1:20

I S

N O

/4

00 1010 2020 30

/2

:5

A

M M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v \C

A D

D \T

-P

IR

O (1 x s s .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

CROSS SECTIONS

REG STATE PROJECT SHEET

NO.

P M

I S

N O

/4

6850 850

855 855

860 860

865 865

870 870

875 875

880 880

850 850

855 855

860 860

865 865

870 870

875 875

880 880

00 1010 2020 3030

850 850

855 855

860 860

865 865

870 870

875 875

880 880

840 840

845 845

850 850

855 855

860 860

865 865

870 870

875 875

MW MI T5

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

1009+30.00 TO

1010+00.00

PRA-PIRO 15(1)

CL_SG

Sta. 1009+30.00 R 1

Des. Grade = 863.93

Subgrade = 862.93

Orig. Grnd. = 864.41

CL

2223SHLD_SGFM_SSGBDTHPC

SSCCP_SG

+3.00% -3.00%

1:2

SHLD_SGFM_SSGBDT

CP_SGSSC

1:20

CL_SG

Sta. 1009+50.00 R 1

Des. Grade = 862.34

Subgrade = 861.34

Orig. Grnd. = 862.40

CL

2223SHLD_SGFM_SSGBDTHPC

SSCCP_SG

+3.00% -3.00%

1:2

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

CL_SG

Sta. 1009+75.00 R 1

Des. Grade = 860.14

Subgrade = 859.14

Orig. Grnd. = 859.91

CL

2223SHLD_SGFM_SSGBDTHPC

+3.00% -3.00%

1:2

SHLD_SGFM_SSGHPF

SSFCP_SG

1:2

CL_SG

Sta. 1010+00.00 R 1

Des. Grade = 857.74

Subgrade = 856.74

Orig. Grnd. = 857.49

CL

2223SHLD_SGFM_SSGBDTHPC

SSCCP_SG

+3.00% -3.00%

1:2

SHLD_SGFM_SSGBDT

CP_SGSSC

1:20

I S

N O

/4

/2

:5

A

M M

P ro je c ts

\p ir o \1

(1 p ro j_ d e v \C

A D

D \T

-P

IR

O (1 x s s .d g n

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

CROSS SECTIONS

REG STATE PROJECT SHEET

NO.

P M

I S

N O

/4

6840 840

845 845

850 850

855 855

860 860

865 865

870 870

875 875

00 1010 2020 3030

840 840

845 845

850 850

855 855

860 860

865 865

870 870

845 845

850 850

855 855

860 860

865 865

870 870

MW MI T6

PICTURED ROCKS NATIONAL LAKESHORE

LITTLE BEAVER ROAD

1010+08.66 TO 1010+50.00

PRA-PIRO 15(1)

Sta. 1010+08.66 R 1

Overlay Grade = 857.15

Original Ground = 856.65

Milled Grade = 856.65

CL

+3.00% -3.00%

CL_SG

CP_SG

BPS30

-3.00%

31EPS

1:4

SHLD_SGFM_SSG

TW

OG

SSWCP_SG

MSEBF2

FLPBLP

FWBL

FBWBBW

MSEBF3

MSEBF1

E d g e o f E x is t R o a d w a y

E d g e o f E x is t R o a d w a y

Sta. 1010+25.00 R 1

Overlay Grade = 855.57

Original Ground = 855.07

Milled Grade = 855.07

CL

+3.00% -3.00%

CL_SG

CP_SG

BPS30

-3.00%

31EPS

1:4

SHLD_SGFM_SSG

TW

OG

SSWCP_SG

MSEBF2

FLPBLP

FWBL

FBWBBW

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