Plans - MI NP PIRO 11(2).pdf

PLANS FOR PROPOSED PROJECT

MI NP PIRO 11(2)

MICHIGAN

ALGER COUNTY

Project Manager

Jatinder Bains

Lead Designer

Shoukat Nawaz

Highway Design Manager

Francisco Santaliz

INDEX TO SHEETS

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DECEMBER, 2023

ASHBURN, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

R

E N

O R

A I

N

N

ST F

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D E P A

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NTOFT A SP

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ATESO

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DESCRIPTION OF PROJECT

SPECIFICATIONS:

and Bridges on Federal Highway Projects", FP-14.

"Standard Specifications for Construction of Roads

Know what'sbelow.

before you dig.Call

R

Title Sheet

Symbols And Abbreviations

Location Map

Typical Sections

Summaries and Schedules

Plans And Profile

Erosion and Sediment Control Plan

Standards And Details

Cross Sections

DESCRIPTION

SHEET

NO

A01

A02-A03

A04

B01-B03

C02-C04

D01-D04

M02

S01-S17

T01-T12

M01 Erosion and Sediment Control Narrative

C01 Tabulation of Quantities

MI NP PIRO 11(2)

N

L A

K E M

I C

H I G

A N

Detroit

Sault Ste Marie

Ironwood

Escanaba

Lansing

Hiawatha NF

KEY MAP

INTERSTATE

INTERSTATE

INTERSTATE

STATE OF MICHIGAN

NATIONAL

PARK

SERVICE

MI NP PIRO 11(2)

N

SCALE IN MILES

0 3 6

Last Date of Inspection: 9/22/2021

Miners River Bridge, Structure No. 6320-001P

Miners Beach Road miscellaneous work.

reconstruction, drainage improvements, and other

Miners River Bridge, guardrail replacement, pavement

The work consists of the removal and reconstruction of e(max) 8%

C/A None

IMPROVEMENT:

PROJECT LENGTH: 0.07 Miles

ADT (2023)

ADT (2043)

DHV

%Truck

D

V (MPH)

50/50

1%

DESIGN DESIGNATION:

LANE MILES:

BRIDGE:

ROAD: WIDTH

24'

SURFACE BASE SUBGRADE

4" ACP 8" Aggr N/A

0.15 Miles

Survey Information

A06 Horizontal Alignment

Temporary Traffic Control PlansN01-N02

Bridge Plans

NO SCALE

H-58

Marquette

Munising

Grand Marais

A Miners Beach Road 103+06 - 106+82 376 6

Schedule Description Station Range (feet)

Length RIP Cycle #

Drainage ProfilesK01-K03

P01 Permanent Signing and Markings Plan

A05

R01-R20 with Pull-Off

Miners Beach Road 4" ACP 8" Aggr N/A max.

24' + 11' www.missdig811.org

811 or 1-800-482-7171

PICTURED ROCKS NATIONAL LAKESHORE

NATIONAL PARK SERVICE

U. S. DEPARTMENT OF THE INTERIOR

RIVER BRIDGE

REPLACEMENT OF MINERS

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A

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D e c e m b e r

T it le

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P R

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PROJECT

NUMBER

SHEET

A01

NPS No. 625/180567 PMIS No. 242097

0.00EL.

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 original ground outside diameter out to out ordinary high water mark on center nominal maximum size aggregate normal crown north mon.

min.

max.

MP

MOD

ML

monument minimum maximum mile post modification main line spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south spa.

shldr.

sec.

SC

SADT

S

NMSA

NC

N

OG

OD

o. to o.

ohwm

o. c.

pvmt.

PT

PST

PSC

PS

POT

POS

POC

pl.

PI

PCS

PCC

PC

rte.

rt. or RT reqd.

reinf.

RECP

rdwy.

R/W

R.

R route right required reinforcement rolled erosion control product roadway right-of-way range radius 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 sym.

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SS

SRS

sqyd sqft 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

W west

1 6

1 6

SEC.

SEC.

E

N 0

RBAR

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION PICTURED ROCKS NATIONAL LAKESHORE

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CO

CMP

CL

cc or c. to c.

brg.

br.

BP

BM

BK

appr.

AMD

AH

ADT

ACP

abut.

double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume diameter centers curve to spiral continuous construction joint connection concrete column contracting officer corrugated metal pipe centerline center to center bearing bridge balance point bench mark back approach amendment ahead average daily traffic asphalt concrete pavement abutment expansion joint excavation edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation elevation with number superelevation rate east flg.

fin.

flange finish exp. jt.

exc.

EW

ESAL

ER

EQ or eq.

EOT

EOS

EOP

emb.

elev.

elev.

e

E θs Ø ∆c spiral central angle diameter curve central angle total central angle ftg.

galv.

ga.

HW

hex.

hdwl.

ID

jt.

footing galvanized gage (gauge) high water hexagon headwall inside diameter joint lat.

lam.

L latitude lamination length of curve

LW

lt. or LT Ls

LPSM

long.

LOD

low water left length of spiral lump sum longitudinal Limits of Disturbance

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Section Line4

Section Corner (Found, Projected)4

Section Line16

Section Corner (Found, Projected)16

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir; Marshland

Spring or Seep

Treeline; Individual Trees, Pine

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Control Point (Terrestrial and GPS); Jump Hub

Sheet 1 of 2

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SYMBOLS AND ABBREVIATIONS

PROJECT

A02

N

AREA PATTERN

Vertical curveVC

Stopping sight distanceSSD

Pictured Rocks National LakeshorePIRO

Michigan Department of TransportationMDOT

K-valueK

Headlight sight distanceHLSD

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

U.S. DEPARTMENT OF TRANSPORTATION PICTURED ROCKS NATIONAL LAKESHORE

Fiber Roll or Wattle

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Concrete Barrier

Slope Stake Limits

Delineators

Signs (single, double post; portable)

Transition

Toe of Fill

Top of Cut

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Pipe Culvert with Drop Inlet

Box Culvert

Underground Utilities

Overhead/Above Ground Utilities

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, Light, Support w/Anchor)

Poles (Power, Telephone, Joint Use, Miscellaneous Utility Features

UP = transformer or junction box, WF = water fountain

EM = electric meter, T = telephone pedestal, TV = CATV pedestal, Building

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

EXISTING PROPOSED

DI

Pavement Removal / Roadway Obliteration

Full Depth Pavement

Sidewalk Asphalt/Concrete

Mill and Overlay

Overlay

Silt Fence

Diversion Berm

Drainage Divide

Check Dam

Limits of Disturbance

Sheet 2 of 2

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SYMBOLS AND ABBREVIATIONS

PROJECT

A03

MI NP-PIRO 11(2)

BEGIN PROJECT

NO SCALE

Miners Beach Road

M in e rs C a s tle R o a d

N

Miners Beach ParkingMiners Castle Parking

A lg e r C o u n ty

R o a d H

-1

M in e r s C a s tle

R o a d

Alger County Road H-58

M in e rs R iv e r

Munising, MI

10 miles to

Marquette, MI

36 miles to

Grand Marais, MI

27 miles to

R o a d H -5

A lg e r

C o u n ty

Munising

Structure 6320-001P

MI NP-PIRO 11(2)

END PROJECT

103+06

106+82

See Note 2.

as a staging area as approved by the CO.

Use a portion of the closed roadway

See Note 1.

by the CO.

area as approved area as a staging

Castle parking of the Miners

Use a portion

NOTES:

only while Miners Beach Road is fully closed.

roadway. Use roadway as a staging area

Maintain the staging area within the existing 2.

or under single lane closures.

area while Miners Beach Road is fully open parking area. Use parking area as a staging

Maintain the staging area within the RV 1.

U.S. DEPARTMENT OF TRANSPORTATION

PICTURED ROCKS NATIONAL LAKESHORE

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N o v e m b e r

L o c a ti o n

M a p

P R

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LOCATION MAP

PROJECT

A04

SCALE IN FEET

0 25 50

NOTE:

Azimuth angles shown is based on north axis at clockwise rotation.

NOT TO SCALE

NOT TO SCALENOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NAIL

USGS SRV MRK

MON

RBAR

RBAR

USGS SRV MRK

MON

RBAR

USGS

stream gaging station

RBAR

8" Maple

8" Maple

24" Maple

6" Maple

T r ip le M a p le

7" Pine 7" Pine

7" Pine

8" Maple

24" Maple

24" Maple16" Maple

18" Maple

24" Maple

W ithered Pine

12" Pine

6" Pine

12" Pine

16 & 14" Pines

18" Pine

8" Pine

10" Maple

10" Maple

18" Maple 8" Maple

REBAR

Az. 298°

12.6'

REBAR

A

z. 309°

16.7'

REBAR

20M P H

WATER GAUGES

Sea Lamprey Barrier

INFO

A z . 3

Az. 271°

3.5'

49.7'

A z

Az. 276°

Az. 90°

REBAR

REBAR

.2

19.6'

USGS SRV MRK

MON

A z

PROJECT CONTROL POINTS REFERENCES

A z

To REBAR 2

.4 ' 249.9'Az. 292°

RBAR

PROJECT COORDINATE SYSTEM

Coordinate System : US State Plane 1983

Zone : Michigan North 2111

Hor. Datum : NAD 1983 (Conus)

Vert. Datum : NAVD 1988 (Conus)

Units : International Foot

Geoid Model : GEIOD09 (Conus)

Project Site : PIRO 11(2)

PROJECT CONTROL POINTS

NAME NORTHING EASTING ELEV. TYPE

1 622023.425 26362280.438 626.806 RBAR

2 622198.931 26362133.426 633.285 RBAR

3 622292.170 26361901.753 641.832 RBAR

4 622029.878 26362460.409 627.594 RBAR

51 622060.436 26362375.443 623.918 NAIL

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SURVEY INFORMATION

PROJECT

A05

NOTE:

Follow stationing along the Roadway centerline.

MINERS BEACH ROAD

:0

S e p te m b e r

H o r iz o n ta l

A li g n m e t

P R

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C T

S \p ir o

\1

(2

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S \C

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(2 h o r_ a li

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HORIZONTAL ALIGNMENT

PROJECT

A06

Follow stationing along the Roadway centerline.4.

See Plan and Profile sheets for "e" values.3.

accordance with Section 629.

disturbed slope areas where riprap is not present in

Install rolled erosion control product, type 2.D, on all2.

accordance with Sections 624 and 625.

areas where asphalt or riprap are not required in

Apply topsoil and turf establishment to all disturbed 1.

NOTES:

NO SCALE

Travel lane Travel lane

103+06 TO 103+45

MINERS BEACH ROAD

ROADWAY RECONSTRUCTION

ground

Existing

C

Roadway

L profile grade

Proposed

Limits of construction or flatter

1V:4H

Existing aggregate base

Existing asphalt concrete pavement

Tack coat

NMSA), 2-inch depth

Hot asphalt concrete pavement, Type 1 (1/2-inch borrow (typ.)

Select or flatter

1V:4H

0' to 3'12'12'2.5'0' to 10'

Roadway excavation, 8-inch depth and varies

Removal of pavement, asphalt, 4-inch depth

Separation/stabilization geotextile, class 2, type E

Aggregate base, grading C or D, 8-inch depth

NMSA), 2-inch depth

Hot asphalt concrete pavement, Type 1 (1/2-inch ee

Varies Varies

See Detail E609-A concrete, 16-inch depth

Construct curb and gutter, Remove existing curb and gutter.

Select borrow

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T y p ic a l

S e c ti o

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S \p ir o \1

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TYPICAL SECTIONS

PROJECT

B01

NO SCALE

Travel lane

103+45 TO 104+51

MINERS BEACH ROAD

ROADWAY RECONSTRUCTION

ground

Existing

L e

Existing aggregate base

Existing asphalt concrete pavement

2.5'0' to 3' or flatter

1V:4H

Limits of construction

Travel lane Pull-off Area Shoulder

Paved Shoulder

Paved

Follow stationing along the Roadway centerline.4.

width transitions.

See Plan and Profile sheets for "e" values and shoulder3.

accordance with Section 629.

disturbed slope areas where riprap is not present in

Install rolled erosion control product, type 2.D, on all2.

accordance with Sections 624 and 625.

areas where asphalt or riprap are not required in

Apply topsoil and turf establishment to all disturbed 1.

NOTES:

2%

NMSA), 2-inch depth

Hot asphalt concrete pavement, Type 1 (1/2-inch

Aggregate base, grading C or D, 8-inch depth

Separation/stabilization geotextile, class 2, type E

Select borrow, depth varies

Tack coat

NMSA), 2-inch depth

Hot asphalt concrete pavement, Type 1 (1/2-inch

L profile grade

Proposed

0' to 1.7'

0' to 2'2.5'0' to 12'0' to 4.4'12'12'0' to 1' or fla tter

1V:4H

Varies Varies

See Detail E609-A concrete, 16-inch depth, 103+45 to 104+36.

Construct curb and gutter, Remove existing curb and gutter.

approved by the CO to 4 feet from edge of curb or as

Remove and reset existing boulders

See Standards 617-20 and 617-32.

104+22 to 104+71.

system MGS (typ.), Install guardrail, 104+31 to 105+83

Remove existing SBT guardrail, See Detail E609-A concrete, 16-inch depth

Construct curb and gutter, Remove existing curb and gutter.

e

Roadway excavation, 8-inch depth and varies

Removal of pavement, asphalt, 4-inch depth

Select borrow

C

Roadway C

Construction

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T y p ic a l

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TYPICAL SECTIONS

PROJECT

B02

Follow stationing along the Roadway centerline.4.

width transitions.

See Plan and Profile sheets for "e" values and shoulder3.

accordance with Section 629.

disturbed slope areas where riprap is not present in

Install rolled erosion control product, type 2.D, on all2.

accordance with Sections 624 and 625.

areas where asphalt or riprap are not required in

Apply topsoil and turf establishment to all disturbed 1.

NOTES:

104+51 TO 104+71.16

MINERS BEACH ROAD

ROADWAY RECONSTRUCTION

ground

Existing ee

Existing aggregate base

Existing asphalt concrete pavement or flatter

1V:3H

Shoulder Paved Travel lane Travel lane

Shoulder Paved

Limits of construction

NMSA), 2-inch depth

Hot asphalt concrete pavement, Type 1 (1/2-inch

Aggregate base, grading C or D, 8-inch depth

Separation/stabilization geotextile, class 2, type E

Tack coat

NMSA), 2-inch depth

Hot asphalt concrete pavement, Type 1 (1/2-inch

See Subsection 617.10A.

104+51 to 104+71.

and replace with impact attenuator, Remove existing SBT guardrail, 104+62 to 105+74, borrow (typ.)

Select

Select borrow, depth varies

L grade profile

Proposed

1.7'

0' to 5'4.4'12'12'1'2.5'

Varies

L ee

Roadway excavation, 8-inch depth and varies

Removal of pavement, asphalt, 4-inch depth

C

Roadway C

Construction or flatter

1V:4H

See Standards 617-20 and 617-32.

Install guardrail, system MGS (typ.), 104+22 to 104+71.

Remove existing SBT guardrail, 104+31 to 105+83

See Detail E609-A concrete, 16-inch depth

Construct curb and gutter, Remove existing curb and gutter.

Select borrow ty p

See Detail E609-B concrete, 13-inch depth, 104+64 to 104+71.

Construct curb and gutter, Remove existing curb and gutter.

0' to 6'

Varies

:1

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TYPICAL SECTIONS

PROJECT

B03

ShoulderTravel LaneTravel Lane

1%1%

4.4'12'12'1'

104+71.16 TO 105+33.16

MINERS RIVER BRIDGE

1.7'

Follow stationing along the Roadway centerline.2.

See Bridge plans for details and additional dimensions.1.

NOTES:

profile grade

Proposed

LLC

Roadway C

ConstructionBridge railing (typ.)

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TYPICAL SECTIONS

PROJECT

B04

Match top of crown at 106+82 to existing.5.

Follow stationing along the Roadway centerline.4.

width transitions.

See Plan and Profile sheets for "e" values and shoulder3.

accordance with Section 629.

disturbed slope areas where riprap is not present in

Install rolled erosion control product, type 2.D, on all2.

accordance with Sections 624 and 625.

areas where asphalt or riprap are not required in

Apply topsoil and turf establishment to all disturbed 1.

NOTES:

105+33.16 TO 106+82

MINERS BEACH ROAD

ROADWAY RECONSTRUCTION

ground

Existing ee

Existing aggregate base

Existing asphalt concrete pavement or flatter

1V:3H or f latt er 1V:2

H

Shoulder Paved Travel lane Travel lane

Shoulder Paved

Limits of construction

NMSA), 2-inch depth

Hot asphalt concrete pavement, Type 1 (1/2-inch

Aggregate base, grading C or D, 8-inch depth

Separation/stabilization geotextile, class 2, type E

Tack coat

NMSA), 2-inch depth

Hot asphalt concrete pavement, Type 1 (1/2-inch

See Standards 617-20 and 617-32

105+33 to 106+00.

Install guardrail, system MGS (typ.), Remove existing SBT guardrail, 104+62 to 105+74 borrow (typ.)

Select

Select borrow, depth varies L grade profile

Proposed

1.7' to 0.6'

0' to 7'4.4' to 0'12'12'1' to 0'0' to 18'

Varies Varies

L ee

See Standards 617-20 and 617-32

105+33 to 106+00.

Install guardrail, system MGS (typ.), Remove existing SBT guardrail, 104+31 to 105+83

Roadway excavation, 8-inch depth and varies

Removal of pavement, asphalt, 4-inch depth C

Roadway C

Construction

See Note 5

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TYPICAL SECTIONS

PROJECT

B05

SUMMARY OF QUANTITIES - Schedule A

:3 e c e m b e r

T a b u la ti o n o f Q u a n ti ti s

P R

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TABULATION OF QUANTITIES

PROJECT

C01

Sheet 1 of 3

:3 e c e m b e r

S u m m a r ie s a n d S c h e d u le

P R

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SUMMARIES AND SCHEDULES

PROJECT

C02

Sheet 2 of 3

:3 e c e m b e r

S u m m a r ie s a n d S c h e d u le

P R

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SUMMARIES AND SCHEDULES

PROJECT

C03

Sheet 3 of 3

:3 e c e m b e r

S u m m a r ie s a n d S c h e d u le

P R

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\C

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SUMMARIES AND SCHEDULES

PROJECT

C04

NAIL

USGS SRV MRK

MON

RBAR 4

RBAR

USGS SRV MRK

MON

RBAR

USGS

stream gaging station

N

BEGIN WORK

103+06.00

N 622127.2353

E 26362249.9252

END WORK

106+82.00

N 622063.0687

E 26362600.5274

CURVE DATA:

1 PI 102+12.60

Δ = 23°46'04" (RT)

R = 425.00' T = 89.44' L = 176.30'

PI 104+14.99

Δ = 43°59'48" (LT)

R = 150.00' T = 60.60' L = 115.18'

PI 107+81.39

Δ = 44°58'54" (LT)

R = 500.00' T = 207.01' L = 392.54'

1. Adjust the limits and locations of all proposed work to fit field conditions as directed by the CO.

2. Follow stationing along the Roadway centerline.

3. Follow top of crown along the Construction centerline.

4. See Drainage Plan for drainage work.

5. See Guardrail Plan for guardrail work, shoulder widths, and roadway dimensions.

NOTES:

M in e rs R iv e r

Mi ne rs

Be ac h Ro ad

T ra il

Offset 26.5' 104+36

Offset 25' 104+00

Offset 12.5' area, 103+56 Begin pull-off

See Typical Section Plans 103+06 to 104+71.16

Roadway reconstruction, Proposed EOP (typ.)

Slope stake limit (typ.)

Existing EOP (typ.)

slab, 105+22.16 begin approach End bridge, Do not disturb existing lamprey barrier

See Bridge Plans Replace bridge.

See Typical Section Plans Roadway reconstruction, 105+33.16 to 106+82

Pull-off Area

105+33.16 End approach slab, to be removed and reset by others Existing USGS stream gage instruments closest to the bridge as shown Relocate the last 3 boulders

See Typical Section sheets.

Remove and reset 14 boulders (typ.).

Toe of fill (typ.)

slab, 104+82.16 end approach Begin bridge, slab, 104+71.16 Begin approach

Roadway C. See Note 2.

Construction C. See Note 3.

L

L

103+54. Offset 0'.

Begin Structure C,L

Match roadway crown to existing.

End Structure C, 106+82. Offset 0.6'.L

Offset 15' End pull-off area, 104+51, to be removed and reset by others Existing USGS stream gaging station

Proposed shoulder (typ.)

U.S. DEPARTMENT OF TRANSPORTATION

ROADWAY PLAN

MINERS BEACH ROAD

PICTURED ROCKS NATIONAL LAKESHORE

SCALE IN FEET

0 25 50

S46°00'12"E

N90°00'00"E

N °0

1' "E

3+

.3

PC

.5

9+

.9

PT

2+

.4

PT

0+

.6

PO

E

S46°00'12"E

N90°00'00"E

:5

N o v e m b e r

M in e rs

B e a c h R d -1

P la n

S h e t]

P R

O J E

C T

S \p ir o

\1

(2

H W

Y

D E

S \C

A D

D \M

I N

P P

IR

O

\d g n

\D

M I_

N P

-P

IR

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(2 p ln

.d g n

PLAN

PROJECT

D01

LT

RT

104+70

105+75

105+75

Transition

Transition

104+70

-1.00%

-1.00%Transition

Transition

BEGIN WORK

103+06

Existing profile

See Notes 1 and 2

Proposed profile

104+71.16

Begin approach slab

End road work

See Bridge Plans

104+82.16

End approach slab

Begin bridge

See Bridge Plans

105+22.16

Begin approach slab

End bridge

105+33.16

End approach slab

Begin road work

END WORK

106+82

103+06

103+06

106+82

106+82 existing Match existing Match existing Match existing Match

NOTES:

1. Follow stationing along the Roadway centerline.

2. Follow elevations, top of crown, and superelevations along the

Construction centerline.

3. Match top of crown at 106+82 to existing.

Roadway C Construction CL L

103+54.39

Horizontal

Offset (ft)

Elevations

Station

104+71.16

104+82.16

105+22.16

105+33.16

105+60.00

106+82.00

629.94 629.94

624.95 624.97

625.02 625.04

625.29 625.31

625.36 625.38

625.97 625.99

633.89 633.90

1.72

1.72

1.72

1.72

1.72

0.61

See Note 3

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

PROFILE

SCALE IN FEET

0 25 50

102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00

590 590

600 600

610 610

620 620

630 630

640 640

650 650

660 660

670 670

-3.05%

-6.53% +8.3

4%

+4.05

+0.68% .9

.9

.4

.5

.7

.3

.5

.1

.1

L

' VC70

20K =

'346SSD = ' VC65

15K =

'284SSD =

' VC61

8K =

'77HLSD =

' VC60

8K =

'73HLSD =

.6

.9

:3

S e p te m b e r

B

L

P r o f il e

S h e

P R

O J E

C T

S \p ir o

\1

(2

H W

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D E

S \C

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D \M

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\D

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-P

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(2 p ln

.d g n

PROJECT

D02

USGS SRV MRK

MON

RBAR 4

RBAR

USGS SRV MRK

MON

RBAR

USGS

stream gaging station

N

T ra il

104+64 to 104.71.16. See Detail E609-B.

Install curb and gutter, 11 lnft

103+91. See Detail E608-A.

Install drainage chute, 5 lnft

11 tons. See Drainage Profile Sheets

Place riprap, Method A, Class 3, 103+45 to 104+36. See Detail E609-A

Install curb and gutter, 105 lnft

Slope stake limit (typ.)

Proposed EOP (typ.)

BEGIN WORK

103+06.00

N 622127.2353

E 26362249.9252

M in e r s R iv e r

104+65. See Detail E608-A.

Install drainage chute, 1.5 lnft, END WORK

106+82.00

N 622063.0687

E 26362600.5274

M in er s

Be ac h Ro ad

See Drainage Profile sheets

Class 3, 26 tons

Place riprap, Method A, Existing EOP (typ.)

28 tons. See Drainage Profile sheets

Place riprap, Method A, Class 3, Pull-off Area

103+06 to 104+71.16. See Detail E609-A

Construct curb and gutter, concrete, 155 lnft

Remove existing curb and gutter, 155 lnft

51 tons. See Drainage Profile Sheets

Place riprap, Method A, Class 3, See Drainage Profile sheets

Class 3, 49 tons

Place riprap, Method A,

1. Adjust the limits and locations of all proposed work to fit field conditions as directed by the CO.

2. Follow stationing along the Roadway centerline.

3. Follow top of crown along the Construction centerline.

4. See Roadway Plan for pavement and miscellaneous work.

5. See Guardrail Plan for guardrail work, shoulder widths, and roadway dimensions.

NOTES:

Roadway C. See Note 2.L

LConstruction C. See Note 3.

U.S. DEPARTMENT OF TRANSPORTATION

DRAINAGE PLAN

MINERS BEACH ROAD

PICTURED ROCKS NATIONAL LAKESHORE

SCALE IN FEET

0 25 50

S °0

'1 "E

N90°00'00"E

N °0

'0 "E

.6

P O E

:5

O c to b e r

M in e r s B e a c h

R d

P la n

S h e

P R

O J E

C T

S \p ir o

\1

(2

H W

Y

D E

S \C

A D

D \M

I N

P P

IR

O

\d g n

\D

M I_

N P

-P

IR

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(2 p ln

.d g n

PLAN

PROJECT

D03

USGS SRV MRK

MON

RBAR 4

RBAR

USGS SRV MRK

MON

RBAR

USGS

stream gaging station

N

See Note 2.

impact attenuator.

QuadGuard II - QG27024

Install Valtir

105+53 to 105+78. See Standard 617-20

Place terminal, type MGS tangent, See Bridge Plans and Detail E617-A railing, 105+32 to 105+53.

and replace with structure transition

Remove existing SBT guardrail

See Bridge Plans and Detail E617-A railing, 105+32 to 105+53.

and replace with structure transition

Remove existing SBT guardrail

38 lnft. See Standard 617-32.

class A steel posts, 105+53 to 105+91, Install guardrail system MGS, type 2, See Standard 617-20

105+91 to 106+17.

Place terminal, type MGS tangent, BEGIN WORK

106+82.00

N 622063.0687

E 26362600.5274

END WORK

103+06.00

N 622127.2353

E 26362249.9252

Existing EOP (typ.)

Proposed EOP (typ.)

Pull-off Area

M in er s

Be ac h Ro ad

T ra il

See Bridge Plans and Detail E617-A

104+49 to 104+72.

Place structure transition railing, 104+22 to 104+49. See Standard 617-20

Place terminal, type MGS tangent,

1. Adjust the limits and locations of all proposed work to fit field conditions as directed by the CO.

2. Install impact attenuator according to Subsection 617.10A.

3. Follow stationing along the Roadway centerline.

4. Follow top of crown along the Construction centerline.

5. See Roadway Plan for pavement and miscellaneous work.

6. See Drainage Plan for drainage work.

NOTES:

104+62 to 104+72.

Place structure transition railing, Roadway C. See Note 3.L

LConstruction C. See Note 4.

Proposed edge of shoulder (typ.)

103+56

Width = 0'

Begin shoulder transition

Begin RT shoulder

106+82

Width = 0'

End shoulder transition

End RT shoulder

104+71

Width = 1'

Begin LT shoulder

106+26

Width = 0'

End shoulder transition.

End LT shoulder.

105+74

Width = 1'

Begin shoulder transition

104+71

Width = 4.4'

End shoulder transition

105+74

Width = 4.4'

Begin shoulder transition

.4

M a tc h e x is ti n g

M a tc h e x is tin g

U.S. DEPARTMENT OF TRANSPORTATION

GUARDRAIL PLAN

MINERS BEACH ROAD

PICTURED ROCKS NATIONAL LAKESHORE

SCALE IN FEET

0 25 50

S °0

'1 "E

N90°00'00"E

N °0

'0 "E

.6

P

:3 e c e m b e r

M in e r s B e a c h

R d

P la n

S h e

P R

O J E

C T

S \p ir o

\1

(2

H W

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D E

S \C

A D

D \M

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\D

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N P

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(2 p ln

.d g n

PLAN

PROJECT

D04

10'8.5'

103+91

See Detail E608-A

Install drainage chute (MDOT Detail 1)

Length = 8'

Method A, Class 3

Place riprap, Existing ground

LCLC

Roadway Construction

Geotextile, Class 1, Type C

U.S. DEPARTMENT OF TRANSPORTATION

MINERS BEACH ROAD

DRAINAGE PROFILE

103+95.93

-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70

620 620

630 630

640 640

650 650

+2.7% -0.8%

627.67 Des Grade =

Skew = 14.8° Rt

:3

N o v e m b e r

M in e r s B e a c h R d

.9

S h e

P R

O J E

C T

S \p ir o

\1

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S \C

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N o v e m b e r

:3

N o v e m b e r

K01

NPS No. 625/180567 PMIS No. 242097

NUMBER

PROJECT

LC

Existing ground

Place riprap, Method A, Class 3

Low point, 104+65

4' 6'

See Detail E608-A

Install drainage chute (MDOT Detail 3)

NOTE:

Do not install guardrail posts within drainage chute.

Install structure transition railing. See Note.

Install impact attenuator. See Note.

LC

Roadway Construction

Geotextile, Class 1, Type C

U.S. DEPARTMENT OF TRANSPORTATION

MINERS BEACH ROAD

104+63.93

-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70

620 620

630 630

-0.5%

624.96 Des Grade =

Skew = 3.8° Rt

:5

N o v e m b e r

M in e r s B e a c h R d

.0

S h e

P R

O J E

C T

S \p ir o

\1

(2

H W

Y

D E

S \C

A D

D \M

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P P

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\d g n

\K

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(2 d x s .d

:5

N o v e m b e r

:5

N o v e m b e r

K02

NPS No. 625/180567 PMIS No. 242097

NUMBER

Varies 10' to 15'

Bridge

1V:3 H 1V:3H

Do not disturb existing wingwall

15'

Existing ground

See Bridge plans

Bridge railing (typ.)

104+71 to 104+96. See Note.

Place riprap, Method A, Class 3

104+71 to 104+92. See Note.

Place riprap, Method A, Class 3

LCLC

Downstream OHWM = 614.46'

Upstream OHWM = 618.50'

ConstructionRoadway

Lamprey barrier

Geotextile, Class 1, Type C

Geotextile, Class 1, Type C

-1.0%

104+90.00

-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70

610 610

620 620

630 630

-1.0%

625.09 Des Grade =

No Skew

Varies 0' to 18'

Select borrow (typ.)

Bridge approach

Existing ground

Varies 0' to 15'

See Bridge plans

Bridge railing (typ.)

105+12 to 105+33. See Note.

Place riprap, Method A, Class 3 105+13 to 105+33. See Note.

Place riprap, Method A, Class 3LCLC

Upstream OHWM = 618.50'

Downstream OHWM = 614.46'

ConstructionRoadway

Lamprey barrier

Geotextile, Class 1, Type C Geotextile, Class 1, Type C

U.S. DEPARTMENT OF TRANSPORTATION

MINERS BEACH ROAD

NOTE:

Do not place riprap below the OHWM.

1V:

2H

1V:3H

-1.0%

105+25.00

-70 -60 -50 -40 -30 -20 -10 0 10 20 30 40 50 60 70

600 600

610 610

620 620

630 630

-1.0%

625.33 Des Grade =

No Skew

N o v e m b e r

M in e r s B e a c h R d

.0

S h e

P R

O J E

C T

S \p ir o

\1

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H W

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N o v e m b e r

:3

N o v e m b e r

K03

NPS No. 625/180567 PMIS No. 242097

NUMBER

outside the construction limits.

does not leave the project site. Perimeter controls include silt fence, fiber roll, and other specified measures

Prior to any clearing, grubbing, or excavation, construct perimeter controls to ensure that disturbed sediment

Phase I Establish Perimeter Controls

Sequence of Construction

Direct storm water to vegetated buffer areas and do not discharge directly into surface waters.

measures.

Do not allow any construction equipment to operate on or access the down-slope side of the perimeter control

Do not allow construction vehicles to track sediment outside the project limits.

No construction access will be permitted through a wetland or waterway.

Officer (CO).

Do not modify the type, size, or location of any control or practice without prior approval from the Contracting for Construction of Roads and Bridges on Federal Highway Projects, FP-14, and the Special Contract Requirements.

measures consist of soil erosion control measures which are also defined and outlined in the Standard Specifications sedimentation of rivers, streams, and impoundments such as lakes, reservoirs, bays, and coastal waters. The

The work consists of applying measures throughout the life of the project to control erosion and to minimize the

The Erosion & Sediment Control Narrative is meant as a guideline for preventing erosion and controlling sediment.

General Guidelines

Response Center at 1-800-424-8802.

requirements under 40 CFR 112. Report spills large enough to discharge to surface waters to the National

Develop and implement a Spill Prevention Control and Countermeasures (SPCC) plan following the material according to Federal, State, and local regulations.

waste materials. Do not dispose of hazardous waste materials into the on-site dumpsters. Dispose of

Store all hazardous waste materials in appropriate and clearly marked containers away from other non-battery fluid. If feasible, conduct these activities in a covered area to avoid contact with storm water.

maintenance could generate spills, leaks, and hazardous wastes like motor oil, diesel, gasoline, and

Hazardous waste will not be generated from normal construction activities. Equipment fueling and containers. Collect and store all waste in dumpsters, or in metal or plastic drums, as appropriate.

Solid waste generated from the project will consist of construction debris, garbage, and empty prevent contamination from fuels, lubricants, hydraulic fluids, or other toxic materials.

Inspect and maintain on a regular basis, all mechanized equipment used in or near surface water to

Waste, garbage, sanitary waste

Soaps, solvents used for vehicle washing

Fuels, oils, equipment-related compounds

Wash-water from concrete, paint, curing compounds, and other construction materials

The following discharges are prohibited:

Prohibited Discharges

The Runoff Coefficient prior to construction is 0.58. The Runoff Coefficient after construction will be 0.55.

Approximately 0.01 acres of new impervious surface will be created by the reconstructed roadway.

River and Lake Superior.

The total disturbed area for the project is approximately 0.43 acres. The receiving waters are the Miners

Soil disturbing activities include clearing and grubbing, bridge replacement, and roadway reconstruction.

pavement reconstruction, drainage improvements, and other miscellaneous work.

The work consists of the removal and reconstruction of Miners River Bridge, guardrail replacement, Project Description

Record the inspection date and summary of findings within 24 hours of completing a site inspection.

becomes 0.5 feet deep at the fence.

becomes damaged, repair or replace as necessary. Remove sediment from behind the silt fence when it

Silt fence - inspect for buildup of excess sediment, under cutting, sags, and other failures. If the fabric equipment. Check staples and stakes to make sure they are securely in the ground.

for damage and erosion beneath the matting. Replacement of matting may be necessary if damaged by

Rolled erosion control product - inspect matting after every significant rainfall (0.5 inch or greater) event it reaches half the height of the device. Replace damaged fiber roll within 24 hours of inspection.

Fiber roll - inspect weekly and after each runoff event. Remove sediment deposits from the fiber roll when end of the day.

0.25 inches or more, and daily during wet weather. Repair or replace any damaged measures by the

Check and maintain erosion control measures once every 7 days and within 24 hours after a rain of according to Section 157, the details shown in the plans, and the individual permitting requirements.

Unless stated otherwise, construct and maintain all vegetated and structural erosion control practices

Maintenance and Inspection Procedures

Remove all other perimeter controls when directed by the CO.

established.

Remove silt fence and fiber rolls only after all upslope areas are stabilized and vegetation is well

Inspect, clean, and repair all culvert outlet protection, riprap basins, and stabilized channels.

where vegetation has not established.

Where necessary, replace eroded topsoil and re-apply permanent turf establishment to disturbed areas

Finish grading, place riprap, and apply permanent turf establishment to any remaining disturbed areas.

After completion of roadway construction, do the following as directed by the CO:

Phase III Final Construction / Stabilization areas.

Provide watering for dust control within the construction limits, on active haul roads, and in pits and staging stockpiles remaining in place longer than 14 days within 7 days of stockpiling.

Provide fiber roll around all stockpiled excavated roadway material. Apply temporary turf establishment to runoff.

At the end of each day’s grading operations, shape earthwork to minimize and control erosion from storm within 7 days. Apply permanent turf establishment to the finished slopes according to Section 625.

Apply temporary turf establishment in disturbed areas that will remain exposed for over 14 calendar days roadway.

riprap as called out in the Erosion and Sediment Control plans. Install fiber roll in ditches along the Apply intermediate controls during rough grading operations. Install silt fence in areas surrounding the

Phase II Intermediate Controls

:5

N o v e m b e r

U n ti tl e d

M P

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CONTROL NARRATIVE

EROSION AND SEDIMENT

PROJECT

M01

18" Triple Maple

18" Triple Maple

16" Tw in M aple

4" Pine 6" Pine6" Pine 6" Pine 6" Pine

8" Pine

24" Pine 28" Pine 10" Cedar

6" Pine4" Pine

W ithered Pine

10" M aple

Tw in 10" M aple

12" & 14" Pines

7 to 8" Pines

6" Birch

12" Pine

6" Pine

12" Pine

16 & 14" Pines

18" Pine

10" Pine

8" Pine

24" Pine

18" Maple

10" Maple

14" Pine

18" Pine

24" Maple

10" Maple

10" Maple

7" Pine

7" Pine

7" Pine

8" Maple

24" Maple

24" Maple 16" Maple

18" Maple

18" Maple 8" Maple

10" Maple

10" Maple 24" Maple

12" Maple

6" Maple 24" Maple

10" Maple 8" Maple

12" Maple

6" Maples

8" Maple

24" Maple

8" Maple

6" Maple

8" Maple

18" Maple

18" Maple

8" Maple

12" Maple

8" Maple

24" Maple 10" Maple

12" Maple

10" Maple 10" Maple

18" Maple

6" Maple

8" Maples

M a p le

NAIL

USGS SRV MRK

MON

RBAR 4

RBAR

USGS SRV MRK

MON

RBAR

USGS

stream gaging station

N

BEGIN WORK

103+06.00

N 622127.2353

E 26362249.9252

END WORK

106+82.00

N 622063.0687

E 26362600.5274

M in e r s R iv e r

M in er s

Be ac h Ro ad

T ra il

Proposed EOP (typ.)

Slope stake limit (typ.)

Roadway C. See Note 3.

Existing EOP (typ.)

L

Pull-off Area

See Detail E157-04 and Note 1.

Place fiber roll, 155 lnft

Limits of disturbance (typ.)

See Detail E157-04 and Note 1.

Place fiber roll, 85 lnft.

OHWM elev. = 618.50'

LIMIT OF DISTURBANCE AREA:

Total (including travel way) = 18,892 sqft = 0.43 acres

Existing travel way (including pull-off area) = 9,122 sqft = 0.21 acres

Outside travel way = 9,770 sqft = 0.22 acres

See Detail E157-02 and Note 1.

Place silt fence (typ.), 166 lnft.

OHWM elev. = 614.46'

See Detail E157-04 and Note 1.

Place fiber roll, 125 lnft

1. Fiber roll and silt fence locations shown are approximate.

Place fiber roll and silt fence to fit field conditions as approved by the CO.

2. Trees to be removed by others.

3. Follow stationing along the Roadway centerline.

4. Follow top of crown along the Construction centerline.

NOTES:

See Note 2

See Note 2

Construction C. See Note 4.L

SCALE IN FEET

0 25 50

S °0

'1 "E

N90°00'00"E

N °0

'0 "E

.6

P

S °0

'1 "E

N90°00'00"E

:5

N o v e m b e r

M in e r s B e a c h R d

P la n

S h e

P R

O J E

C T

S \p ir o

\1

(2

H W

Y

D E

S \C

A D

D \M

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\M

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CONTROL PLAN

EROSION AND SEDIMENT

PROJECT

M02

CLOSED

ROAD

AHEAD

ROAD

CLOSED

36" x 36"

W20-3

48" x 30"

R11-2

(Mounted on barricade) staging area only while Miners Beach Road is fully closed.

Maintain the staging area within the existing roadway. Use roadway as a 2.

closures.

staging area while Miners Beach Road is fully open or under single lane

Maintain the staging area within the RV parking area. Use parking area as a 1.

Control Devices" (MUTCD), latest edition.

Install traffic control devices in accordance with the "Manual on Uniform Traffic 8.

Cover or remove all conflicting signs as approved by the CO.7.

Install construction signs according to Detail E635-01.6.

Obtain the CO's approval for the final locations of all traffic control devices.5.

installation.

Place steel plates, 320 square feet, over excavations performed for micropile4.

according to Detail 635-6A.

the Tuesday after Labor Day. Perform single lane closures during this period

Do not perform full road closures from the Thursday before Memorial Day to 3.

NOTES:

NO SCALE

N

MINERS BEACH RD

See Detail E635-A

54" x 12"

Special Sign 1

See Note 1.

staging area as approved by the CO.

Castle parking area as a

Use a portion of the Miners

See Note 2.

as a staging area as approved by the CO.

Use a portion of the closed roadway

Miners River Bridge

Structure 6320-001P

Project site:

72" x 48"

Special Sign 2

See Detail E635-15

AMERICA

INVESTING IN

BIPARTISAN INFRASTRUCTURE LAW

PROJECT FUNDED BY THE

ROAD CLOSURE BEFORE AND AFTER REMOVAL OF BRIDGE

each barricade.

Place identified sign on

Place 2 barricades (typ.).

:5 e c e m b e r

T

T

P R

O J E

C T

S \p ir o \1

(2

H

W Y

D

E S

\C A

D D

\M I

N P

P

IR

O

\d g n \N

M

I_ N

P -P

IR

O

(2 tt c .d g n

CONTROL PLANS

TEMPORARY TRAFFIC

PROJECT

N01

CLOSED

ROAD

AHEAD

ROAD

CLOSED

36" x 36"

W20-3

48" x 30"

R11-2

(Mounted on barricade) staging area only while Miners Beach Road is fully closed.

Maintain the staging area within the existing roadway. Use roadway as a 2.

closures.

staging area while Miners Beach Road is fully open or under single lane

Maintain the staging area within the RV parking area. Use parking area as a 1.

Control Devices" (MUTCD), latest edition.

Install traffic control devices in accordance with the "Manual on Uniform Traffic 8.

Cover or remove all conflicting signs as approved by the CO.7.

Install construction signs according to Detail E635-01.6.

Obtain the CO's approval for the final locations of all traffic control devices.5.

installation.

Place steel plates, 320 square feet, over excavations performed for micropile4.

according to Detail 635-6A.

the Tuesday after Labor Day. Perform single lane closures during this period

Do not perform full road closures from the Thursday before Memorial Day to 3.

NOTES:

N

MINERS BEACH RD

See Detail E635-A

54" x 12"

Special Sign 1

See Note 1.

staging area as approved by the CO.

Castle parking area as a

Use a portion of the Miners

See Note 2.

as a staging area as approved by the CO.

Use a portion of the closed roadway

Miners River Bridge

Structure 6320-001P

Project site:

72" x 48"

Special Sign 2

See Detail E635-15

AMERICA

INVESTING IN

BIPARTISAN INFRASTRUCTURE LAW

PROJECT FUNDED BY THE

BRIDGE

OUT

48" x 30"

R11-2 (Mod)

(Mounted on barricade)

NO SCALE

ROAD CLOSURE DURING REMOVAL OF BRIDGE

each barricade.

Place identified sign on

Place 2 barricades (typ.).

:5 e c e m b e r

T

T

P R

O J E

C T

S \p ir o \1

(2

H

W Y

D

E S

\C A

D D

\M I

N P

P

IR

O

\d g n \N

M

I_ N

P -P

IR

O

(2 tt c .d g n

CONTROL PLANS

TEMPORARY TRAFFIC

PROJECT

N02

SPEED

LIMIT

MPH

20M

PH

Sea Lamprey Barrier

INFO

DANGER

UNDERTOW

NO BOATING

NO SWIMMING

NO WADING

M .

.5 .

N

BEGIN WORK

103+06.00

N 622127.2353

E 26362249.9252

END WORK

106+82.00

N 622063.0687

E 26362600.5274

M in er s

Be ac h Ro ad

Proposed EOP (typ.)

Proposed Roadway CL

Pull-off Area yellow pavement markings, 752 lnft

4-inch double solid

134 lnftwhite pavement markings, 4-inch single solid

104+85 RT

Remove and reset sign

104+65 RT

information plaque

Remove and reset

104+51

105+83

.4

NOTES:

1. Follow stationing along the Roadway centerline.

2. Place double yellow markings along the Roadway centerline.

3. Match ends of double yellow markings to existing.

105+83

104+21

.5

158 lnftwhite pavement markings, 4-inch single solid

104+36

104+00

38 lnftwhite pavement markings, 4-inch single solid

SCALE IN FEET

0 25 50

S °0

'1 "E

N90°00'00"E

:2 e c e m b e r

M in e r s B e a c h R d

P la n

S h e

P R

O J E

C T

S \p ir o

\1

(2

H W

Y

D E

S \C

A D

D \M

I N

P P

IR

O

\d g n

\P

M I_

N P

-P

IR

O

(2 s s p

.d g n

MARKINGS PLAN

PERMANENT SIGNING AND

PROJECT

P01

R01

/1

/2

M

P R

O J E

C T

S \p ir o \1

(2

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \0

P

R O

J E

C T

S .d g n

GENERAL NOTES AND INDEX

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

GENERAL NOTES:

th

DESIGN LOADS:

HL-93, Maximum Dynamic Load Allowance, IM=33%

Live Load:

Average Railing Weight: 173 plf

Concrete: 150 pcf

Dead Load:

Field verify all dimensions.

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

Construction:

AASHTO LRFD Bridge Design Specifications, 9 Edition, 2020 with 2021 Revision.

Design:

SPECIFICATIONS:

R P

IR

O

(2

G

E N

N

O T

E S

.D G

N A

C T

U A

L F

IL

E

HS No scale

GEOTECHNICAL REPORT:

For boring logs and other geotechnical information, see Preliminary Geotechnical Memorandum.

INDEX OF BRIDGE PLAN SHEETS

Reinforcement Steel Bar List

Boring Log

Miscellaneous Details

Guardrail Detail

Rail Details - 3

Rail Details - 2

Rail Details - 1

Deck and Approach Slab Reinforcement

Keyway and UHPC Joint Details

Girder Details - 2

Girder Details - 1

Framing Plan

Typical Section and Roadway Elevation

Abutment Reinforcement (Abutment 1 and 2)

Typical Abutment Layout (Abutment 1 and 2)

Abutment and Wingwall Demolition

Foundation Layout

Plan and Elevation

Site Plan

General Notes and Index

SHEET NO. SHEET TITLE

Furnish neat cement grout with a minimum compressive strength of f'c = 6.0 ksi at 28 days.

Grout:

Furnish steel micropile end caps that meet ASTM A572 Grade 50 ksi.

submitted in lieu of mill certification.

Furnish N80 casing with a minimum yeild strength of 80 ksi for all piles. Coupon test results may be

Steel Micropile:

Bridge Specifications, with 60 durometer hardness. Follow AASHTO LRFD design Method A.

Provide elastomeric bearing pads conforming to the requirements of Section 18.2 of the AASHTO LRFD

Bearing:

28,500 psi.

The final estimated effective prestress force per strand is 37,800 lb based on estimated lossess of

Pre-tension each strand to a total load of 43,950 lbs, at which load f'si =0.75 f'u = 202,500 psi.

203, Grade 270.

Furnish 0.6-inch diameter, seven wire, low-relaxation, prestressing strand conforming to AASHTO M

Prestressing Steel:

Provide 2-inch cover for reinforcing steel unless otherwise noted.

Furnish epoxy coated reinforcing steel conforming to AASHTO M 31, Grade 60 deformed.

Reinforcement Steel:

-inch, transverse roughened finish.4 1Rake top surface of each beam with an amplitude of

-inch unless otherwise noted.4 3Chamfer exposed edges of all concrete keys with f'c = 13.0 ksi at 4 days and f'c = 18.0 ksi at 28 days.

Furnish Class Ultra High Performance Concrete (UHPC) for MDOT 21" x 48" adjacent box beam shear release and f'c = 7.0 ksi at 28 days.

Furnish Class P(Prestressed) concrete for MDOT 21" x 48" adjacent box beam with f'ci = 5.5 ksi at

Furnish Class D(AE) concrete deck and approach slabs with f'c = 5.0 ksi at 28 days.

Furnish Class A(AE) concrete for abutments and backwalls with f'c = 4.5 ksi at 28 days.

Concrete:

MATERIALS:

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

180567

242097 MI MI NP PIRO 11(2)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS CV

DRAWN BY

Anna Kang of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-133620

Structure Number 6320-001P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PICTURED ROCKS NATIONAL LAKESHORE

REPLACEMENT OF MINERS RIVER BRIDGE

December 2023

R02

M

P R

O J E

C T

S \p ir o \1

(2

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \0

P

R O

J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/1

/2

R P

IR

O

(2

S

IT

E

P

L A

N .D

G N

A C

T U

A L

F

IL

E

SITE PLAN

104+80 105+00 105+20 105+40

Elev. 625.04

Sta. 104+82.16

Begin Bridge Elev. 625.31

Sta. 105+22.16

End Bridge

Bridge Length = 40'-0"

104+60

104+40

M in e r s R iv e r

Existing wingwall

No scaleHS pavement

Edge of existing pavement

Edge of existing

Existing bridge

C RoadwayL

C StructureL wall to remain

Sea lamprey barrier

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

180567

242097 MI MI NP PIRO 11(2)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS CV

DRAWN BY

Anna Kang of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-133620

Structure Number 6320-001P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PICTURED ROCKS NATIONAL LAKESHORE

REPLACEMENT OF MINERS RIVER BRIDGE

December 2023

P C

.5

R04

M

P R

O J E

C T

S \p ir o \1

(2

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \0

P

R O

J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/1

/2

Notes:

R P

IR

O

(2

F

O U

N D

A T

IO

N

L

A Y

O U

T .D

G N

A C

T U

A L

F

IL

E

PLAN

SECTION A-A SECTION B-B

FOUNDATION LAYOUT

Begin Bridge

Elev. 625.04

Sta. 104+82.16 Elev. 625.31

Sta. 105+22.16

End Bridge

GEOTECHNICAL DATA

Location

Elev. (ft) of micropile

Approx. bottom resistance (kips)

Factored Geotechnical length (per pile) (ft)

Est. Avg. Micropile

Abutment 1

Abutment 2

Elev. 619.85 South face

Elev. 619.85 North face

AA BB

CL Abutment 1

CL

CL Abutment 2

CL

HS

576.10

576.36

(T y p

45.0

45.0

(Typ.)

" Dia. micropile8

Existing abutment

Top of bond length

B o n d l e n g th

T y p

" = 1'-0"4

See Note 1

Micropile

Micropile

" = 1'-0"4 1Scale: " = 1'-0"4

1Scale:

" = 1'-0"4 1Scale:

(Typ.)

(Typ.)

C Structure L

Elev. 619.59 South face

Elev. 619.59 North face

LC Roadway and typical section details.

See "MISCELLANEOUS DETAILS" sheet for micropile connection 3.

according to Subsection 567.06(b)(2).

utilizing static load testing during installation process

Indicates proof testing one micropile at each abutment, 2.

to remain during the removal process.

and according to Section 203. Protect all elements designated

Remove sections of existing abutments/wingwalls as required 1.

T y p

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

180567

242097 MI MI NP PIRO 11(2)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS CV

DRAWN BY

Anna Kang of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-133620

Structure Number 6320-001P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PICTURED ROCKS NATIONAL LAKESHORE

REPLACEMENT OF MINERS RIVER BRIDGE

December 2023

5'-10"

3'-8"

5'-10"

3'-8"

1'-1"1'-1" 3'-8" 3'-8"1'-1" 1'-1"

T y p

S p a

R05

M

P R

O J E

C T

S \p ir o \1

(2

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \0

P

R O

J E

C T

S .d g n

DEMOLITION

ABUTMENT AND WINGWALL

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/1

/2

Notes:

As shown

Units

CUYD

CUYD

0.6

4.6

Quantity

Approx.

Wingwalls

Backwalls

QUANTITIES

ESTIMATED CONCRETE REMOVAL

Location

Area of concrete removal

Legend:

EXISTING ABUTMENT 1

remain in place

Existing abutment to

Remove existing backwall

" = 1'-0"2

Scale:

are shown in parenthesis

Elevations for existing abutment 2

OF ABUTMENT 1

EXISTING WINGWALLS

" = 1'-0"4

Scale:

are shown in parenthesis

Elevations for existing wingwalls of abutment 2

Elev. 624.07 (624.15)

Elev. 621.57 (621.65) in place wingwall to remain

Existing section of wingwall

Remove section of existing

R

P

IR

O

(2

A B

U T

W

IN

G

W A

L L

D

E M

O .D

G N

A C

T U

A L

F

IL

E

JD/HS

(Typ.)

T y p

T y p

Elev. 621.60 (621.68)

Elev. 624.07 (624.15) the work.

dimensions in the field before commencement of

2. All dimensions are approximate. Verify all removal process.

all elements designated to remain during the as required and according to Section 203. Protect

1. Remove sections of existing abutments/wingwalls

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

180567

242097 MI MI NP PIRO 11(2)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS CV

DRAWN BY

Anna Kang of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-133620

Structure Number 6320-001P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PICTURED ROCKS NATIONAL LAKESHORE

REPLACEMENT OF MINERS RIVER BRIDGE

December 2023

30'-0"

3'-0"

R06

M

P R

O J E

C T

S \p ir o \1

(2

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \0

P

R O

J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/1

/2

Notes:

R

P

IR

O

(2

T Y

P

IC

A L

A

B U

T

L A

Y O

U T

A b u t a n d

D

G N

A C

T U

A L

F

IL

E

PLAN

" = 1'-0"2 1Scale:

" = 1'-0"2 1Scale:

ELEVATION ALONG FACE OF ABUTMENT

SECTION A-A

As shown

Scale: 1" = 1'-0"

ABUTMENT ELEVATION

Elevation Abutment 1 Abutment 2

A

B

C

624.87

622.59

619.59

625.14

622.85

619.85

Elev. A

Elev. B

Elev. C

C StructureL

Begin/End Bridge

C BearingL (See Note 7)

2" Dia. sleeve

(See Note 6) threaded steel dowel bar, Grade 304 Stainless

1" Dia. ASTM A276

(See Note 5) joint filler

Flexible cellular

Backfill (Typ.)

approach slab as shown cast in place backwall and

Extend hooked bars into the

See Note 1

Elev. A

Elev. B

Elev C.

Bearing pad (Typ.) Begin/End Bridge CL filler (See Note 5)

Flexible cellular joint

(Typ.)

C BeamL

T y p

HS

beam

Prestressed box

(ABUTMENT 1 AND 2)

TYPICAL ABUTMENT LAYOUT

Bearing pad not shown for clarity

A A block (EPS) polystyrene

Expanded

Edge of deck

Bearings

Abutment & additional information.

9. See "DECK AND APPROACH SLAB REINFORCEMENT'' sheet for conforming to ASTM D6690, Type II.

-inch anchor hole with hot pour bituminous joint filer 2 fill 2 nonshrink grout conforming to ASTM C1107. At expansion end, -inch anchor hole with high-strength, 2

8. At fixed end, fill 2

ASTM D3034 anchor sleeve.

7. Furnish a non-corrosive pipe conforming to AASHTO M 232 or into the concrete.

6. Place dowels cast in the concrete abutment. Do not drill holes

712.01(a)(5).

5. Furnish flexible cellular joint filler conforming to Subsection

4. See "FOUNDATION LAYOUT'' sheet for additional information.

additional information.

See "ABUTMENT AND WINGWALL DEMOLITION" sheet for 3.

micropile information.

See "MISCELLANEOUS DETAILS" sheet for bearing and 2.

sheet for abutment drainage details.

See Detail B and Detail C on ''MISCELLANEOUS DETAILS" 1.

C or D course base grading

6" Aggregate

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

180567

242097 MI MI NP PIRO 11(2)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HS CV

DRAWN BY

Anna Kang of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-133620

Structure Number 6320-001P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PICTURED ROCKS NATIONAL LAKESHORE

REPLACEMENT OF MINERS RIVER BRIDGE

December 2023

"4

32'-1

1'-0"

5'-10"

"8

16'- "8

16'-

"4

28'-1" = 4

7 Spa. @ 4'-

"4

32'-1

(See Note 4)

Micropile foundation

"8

2'-"8

2'-

10"

10"

1'-0"

"4

4'-

"4

5'-7"4

5'-7"4

5'-7"4

5'-7"4

5'-7

4'-0"

R07

M

P R

O J E

C T

S \p ir o \1

(2

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \0

P

R O

J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

/1

/2

R

P

IR

O

(2

A B

U T

R

E

IN

F O

R C

E M

E N

T

A b u t a n d

D G

N A

C T

U A

L F

IL

E

BOTTOM REINFORCEMENT TOP…