Plans - TN NP NATR 1H11 1J16.pdf

PLANS FOR PROPOSED PROJECT

TENNESSEE

WAYNE COUNTY

NATIONAL

PARK

SERVICE

Project Manager

Ramnik Satasiya

Lead Designer

Jeff Johnson

Highway Design Manager

Haylee Milbourne

INDEX TO SHEETS

PLANS PREPARED BY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

JANUARY 2025

ASHBURN, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

R

E N

O R

A I

N

N

ST F

R

I

D

D E P A

T

NTOFT A SP

T T

O

U

TE

ATESO

AM

E R

IC

A

M

ML Collinwood Access Road

Natchez Trace Parkway

Asphalt concrete pavement patching, asphalt concrete pavement e(max) 6%

C/A None

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 9.53 Miles

ADT (2024)

ADT (2044)

DHV

%Truck

D

V (MPH)

60/40

1%

SPECIFICATIONS:

DESIGN DESIGNATION:

LANE MILES:

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

"Standard Specifications for Construction of Roads

BRIDGE:

ROAD: WIDTH

22'

22'

SURFACE BASE

8" ABC N/A

SUBGRADE

5-9" ACP 8" ABC N/A

5-9" ACP

Know what'sbelow.

before you dig.Call

R

Title Sheet

Symbols and Abbreviations

Location Map

Typical Sections

Summaries and Schedules

Construction Plans

Erosion and Sediment Control Narrative

Standards and Details

DESCRIPTION

SHEET

NO

A01

A02-A03

A04

B01-B04

C05-C12

D01-D18

M01

S01-S10

E01-E03 Ramp and Parking Area Plans

C01-C04 Tabulation of Quantities

TN NP NATR 1H11 1J16

OVERLAY NATCHEZ TRACE PARKWAY FROM MP 354.3 TO MP 363.7

N

SCALE IN MILES

70 70

KEY MAP

STATE OF TENNESSEE

NASHVILLE KNOXVILLE

MEMPHIS

CHATTANOOGA

6524 75

19.29 Miles

SCALE IN MILES

0 3 6

N

PROJECT TN NP NATR 1H11 1J16

overlay, aggregate-topsoil course, signing, pavement markings, and other miscellaneous work.

03/24/20235570-013PCounty Road Bridge at MP 359.60

03/24/20235570-014PCounty Road Bridge at MP 358.00

03/02/20215570-015P County Road Bridge at MP 354.79

Last Date of InspectionStructure No. Structure Name

PROJECT TN NP NATR 1H11 1J16

NATCHEZ TRACE PARKWAY

NATIONAL PARK SERVICE

U.S. DEPARTMENT OF THE INTERIOR

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T it le

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PROJECT

NUMBER

SHEET

TN NP NATR 1H11 1J16 A01

NPS Drwg No. 604/194700 NPS PMIS No. 159694

0.00EL.

BH TP

sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft spa.

shldr.

sec.

SC

SADT

S typ.

Ts

TS

traf.

thd.

TBM

T.

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

VPI

vph var.

V vertical point of intersection vehicles per hour varies design speed

W west mon.

min.

max.

MP

MOD

ML

monument minimum maximum mile post modification main line

No.

NMSA

NC

N number nominal maximum size aggregate normal crown north

OG

OD

o. to o.

ohwm

o. c.

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

PT

PST

PSC

PS

prop.

POT

POS

POE

POC

POB

pl.

PI

PGL

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral proposed point on tangent point on spiral point of ending point on curve point of beginning plate point of intersection profile grade line point of curve to spiral point of compound curve point of curve 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 sidewalk symmetrical solid white point of spiral to tangent spiral structural stiffener stringer standard station point of spiral to tangent stopping sight distance point of spiral to spiral (no curve) point of spiral to reverse spiral square yard square foot spacing, spaces or spaced shoulder section point of spiral to curve seasonal average daily traffic south

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft spa.

shldr.

sec.

SC

SADT

S

1 6

1 6

SEC.

SEC.

E

N 0

00000

JH

RBAR

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

HW

hex.

hdwl.

inv.

ID

jt.

high water hexagon headwall invert inside diameter joint ftg.

flg.

fin.

footing flange finish θs Ø ∆c

DY or DTY DW or DTW

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

CL

cc or c. to c.

BW

brg.

br.

BP

BM

bldg.

BL

BK

Asph

ASC

appr.

AMD

AH

Agg

ADT

ACP

abut.

spiral central angle diameter curve central angle total central angle dotted yellow dotted white double solid yellow drawing(s) distance diaphragm diagonal diameter design hourly volume diameter centers curve to spiral continuous construction joint connection concrete column corrugated metal pipe centerline center to center broken white bearing bridge balance point bench mark building baseline back asphalt aggregate surface course approach amendment ahead aggregate average daily traffic asphalt concrete pavement abutment expansion joint excavation existing edge of water equivalent single axle load edge of road equation edge of travel way edge of shoulder edge of pavement embankment elevation electric superelevation rate east exp. jt.

exc.

ex. or exist.

EW

ESAL

ER

EQ or eq.

EOT

EOS

EOP

emb.

elev.

elec.

e E

LW

lt. or LT Ls

LPSM

long.

LOD

lat.

lam.

L low water left length of spiral lump sum longitudinal Limits of Disturbance latitude lamination length of curve gnd or grnd galv.

GAB

ga.

HW

hex.

hdwl.

ground galvanized graded aggregate base gage (gauge) high water hexagon headwall

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

Spring or Seep

Treeline; Individual Trees

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

NUMBER

SHEET

A02

TN NP NATR 1H11 1J16

N

AREA PATTERN

ABC Aggregate Base Course

PCMS Portable Changeable Message Sign

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

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

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

100+71.10

BEGIN SCHEDULE A

BEGIN PROJECT

597+05.33

END SCHEDULE C

END PROJECT

364+71.10

BEGIN SCHEDULE B

END SCHEDULE A

SCALE IN MILES

0 1 2

N

Route 0001H

Natchez Trace Parkway

480+88.22

BEGIN SCHEDULE C

END SCHEDULE B

See Note

See Note

Install PCMS at beginning and end of project as directed by the CO.

NOTE:

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LOCATION MAP

PROJECT

A04

NO SCALE

8%

CL

TANGENT SECTION

NATCHEZ TRACE PARKWAY

5" to 9" depth, ACP

8" depth, Aggregate base

Existing ground (typ.)

topsoil course (typ.)

Existing aggregate

6'

Shoulder

ShoulderTravel laneTravel lane

11' 11'

2%2%

Asphalt tack coat

EXISTING PROPOSED

6'

Limits of Disturbance and turf establishment (typ.)

Aggregate-topsoil course sieve NMSA

No. 4 roughness, PG 64-22

, type IV pavement

1" ACP, Marshall mix, class A, 8%

CL

Existing ground (typ.)

Shoulder Travel laneTravel lane

11' 11' existing Match

8" depth, Aggregate base

5" to 9" depth, ACP topsoil course (typ.)

Existing aggregate

EXISTING PROPOSED

6' -

6'

Limits of disturbance

SUPERELEVATED SECTION

NATCHEZ TRACE PARKWAY

and turf establishment (typ.)

Aggregate-topsoil course

Asphalt tack coat sieve NMSA

No. 4 roughness, PG 64-22

, type IV pavement

1" ACP, Marshall mix, class A, Varies pavement.

inch below the top edge of the asphalt 2

6. Place top of aggregate-topsoil course aggregate-topsoil.

inch or less within 2 days before placing 2

5. Cut grass on shoulders to a height of by the CO.

4. Match existing roadway cross slope (2% min.) and superelevation as directed

3. Install fiber roll for runoff protection as directed by the CO. See Detail E157-04.

adjacent to the shoulder.

2. Remove all vegetation and material off of the existing asphalt pavement

See Detail E414-01A.

as directed by the CO.prior to placing the asphalt overlay1. Seal or fill cracks

NOTES:

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

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TYPICAL SECTIONS

PROJECT

B01

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

Travel lane

2' 2'

8%

BL

existing Match

Turf establishment

Aggregate-topsoil course (typ.)

EXISTING

PROPOSED

Shldr. Shldr.

Limits of Disturbance

16' and varies

Asphalt tack coat exis ting

Match

6" depth Aggregate base

2" to 4" depth ACP

WIDENING

ML COLLINWOOD ACCESS ROAD

No. 4 sieve NMSA type IV pavement roughness, PG 64-22

, 1" ACP, Marshall mix, class A, See Detail A Asphalt concrete pavement patch, type 1

0-3'

Travel lane

2' 2'

8%

BL

existing Match

Turf establishment

Aggregate-topsoil course (typ.)

EXISTING

PROPOSED

Shldr. Shldr.

Limits of Disturbance

16' and varies

Asphalt tack coat exis ting

Match

6" depth Aggregate base

2" to 4" depth ACP

ML COLLINWOOD ACCESS ROAD

sieve NMSA

No. 4 roughness, PG 64-22

, type IV pavement

1" ACP, Marshall mix, class A, pavement.

inch below the top edge of the asphalt 2

6. Place top of aggregate-topsoil course aggregate-topsoil.

inch or less within 2 days before placing 2

5. Cut grass on shoulders to a height of by the CO.

4. Match existing roadway cross slope (2% min.) and superelevation as directed

3. Install fiber roll for runoff protection as directed by the CO. See Detail E157-04.

adjacent to the shoulder.

2. Remove all vegetation and material off of the existing asphalt pavement

See Detail E414-01A.

as directed by the CO.prior to placing the asphalt overlaySeal or fill cracks 1.

NOTES:

ground

Existing ground

Existing

NO SCALE

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

DETAIL A

10" depth, Roadway excavation

4" Asphalt concrete pavement, type II

Asphalt tack coat

6" Crushed aggregate

Existing ACP

Existing aggregate base

Separation-stabilization geotextile, Class 2, Type E

Asphalt tack coat

No. 4 sieve NMSA type IV pavement roughness, PG 64-22

, 1" ACP, Marshall mix, class A, pavement Saw cut existing

PROPOSED

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TYPICAL SECTIONS

PROJECT

NUMBER

SHEET

TN NP NATR 1H11 1J16 B02

Existing curb

Varies existing Match

EXISTING: PROPOSED:

TAPER MILLING TABLE

(ft) *

Milling width

LC

Limits of Disturbance ground

Existing see Table

Milling width varies

Asphalt tack coat face of curb (inch)

Milling depth at

3 to 4

2 to 3

1 to 2

0 to 1

5" to 7" depth ACP

5" to 8" depth Aggregate Base

See Taper Milling Table designated curb sections.

Taper mill existing roadway along

Asphalt tack coat

6" depth, minimum curb

Match existing Match existing

Travel lane

11'

Travel lane

11'

Limits of disturbance

Shoulder Shoulder

PROPOSED

Variable depth, ACP

Concrete deck

EXISTING

LC

6' -

6'

MILL AND OVERLAY SECTION AT BRIDGES 015P, 014P, 013P

NATCHEZ TRACE PARKWAY

sieve NMSA

No. 4 roughness, PG 64-22

, type IV pavement

1" ACP, Marshall mix, class A, NO SCALE pavement.

inch below the top edge of the asphalt 2

8. Place top of aggregate-topsoil course aggregate-topsoil.

inch or less within 2 days before placing 2

7. Cut grass on shoulders to a height of by the CO.

6. Match existing roadway cross slope (2% min.) and superelevation as directed

5. Install fiber roll for runoff protection as directed by the CO. See Detail E157-04.

adjacent to the shoulder.

4. Remove all vegetation and material off of the existing asphalt pavement the parking areas drain properly.

3. Reestablish a minimum 6-inch curb reveal at parking areas. Ensure that reveal depth.

2. Do not taper mill the existing roadway and ramp to maintain existing curb

See Detail E414-01A.

as directed by the CO.prior to placing the asphalt overlaySeal or fill cracks 1.

NOTES:

MILL AND OVERLAY SECTION

SWEETWATER BRANCH PARKING AREA

sieve NMSA

No. 4 roughness, PG 64-22

, type IV pavement

1" ACP, Marshall mix, class A,

* See Notes 2 & 3

Asphalt pavement milling

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

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TYPICAL SECTIONS

PROJECT

B03

Existing aggregate base pavement

Saw cut existing

Asphalt tack coat

Type II, 2-inch depth (min.)

Asphalt concrete pavement, 2-inch depth (min.)

Mill existing asphalt pavement, Existing asphalt pavement

ASPHALT PAVEMENT PARTIAL DEPTH PATCH, TYPE 3

2. Perform asphalt pavement patching one lane at a time to maintain traffic.

to beginning asphalt pavement patching activities.

1. Coordinate with the CO to identify patching limits along the roadway prior

NOTES:

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

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TYPICAL SECTIONS

PROJECT

B04

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE A

NATCHEZ TRACE PARKWAY

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S c h e d u le

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TABULATION OF QUANTITIES

PROJECT

C01

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE B

NATCHEZ TRACE PARKWAY

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TABULATION OF QUANTITIES

PROJECT

C02

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE C

NATCHEZ TRACE PARKWAY

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D e c e m b e r

S c h e d u fh fl fi le s e rv e .f lh d .f h w a .d o t.

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TABULATION OF QUANTITIES

PROJECT

C03

U.S. DEPARTMENT OF TRANSPORTATION

SCHEDULE D

NATCHEZ TRACE PARKWAY

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D e c e m b e r

S c h e d u fh fl fi le s e rv e .f lh d .f h w a .d o t.

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TABULATION OF QUANTITIES

PROJECT

C04

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

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SUMMARIES AND SCHEDULES

PROJECT

C05

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

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P a v M a rk

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SUMMARIES AND SCHEDULES

PROJECT

C06

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

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D e c e m b e r

S c h e d u fh fl fi le s e rv e .f lh d

.f h w a .d o t.

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SUMMARIES AND SCHEDULES

PROJECT

C07

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

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P a v

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SUMMARIES AND SCHEDULES

PROJECT

C08

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

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SUMMARIES AND SCHEDULES

PROJECT

C09

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

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SUMMARIES AND SCHEDULES

PROJECT

C10

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

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SUMMARIES AND SCHEDULES

PROJECT

C11

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

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J a n u a r y

C o n s tr u c ti o n

S ig n S u m m a r y

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SUMMARIES AND SCHEDULES

PROJECT

C12

BEGIN SCHEDULE A

BEGIN PROJECT

Construction centerline Proposed edge of pavement

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. See Detail E401-01 for pavement transitions at the beginning and end of project.

3. Install new pavement markings that match the existing pavement markings according to Subsection 634.03 or as directed by the CO. Break Parkway centerline striping at intersections.

NATCHEZ TRACE PARKWAY (ROUTE 0001H)

100+71.10

N= 307182.6545

E= 1450138.9894

M A

T C

H L

IN

E

N

NATCHEZ TRACE PARKWAY (ROUTE 0001H)

Construction centerline Proposed edge of pavement

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULE ASCALE IN FEET

0 50 100

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IO

N P

L A

N

D

S h e e t]

P R

O J E

C T

S \n a tr

\1 h j1 \H

W Y

D

E S

\C A

D D

\D -D

-N

A T

R

H

J P

L N

.d g n

CONSTRUCTION PLAN

PROJECT

D01

TN NP NATR 1H11 1J16

M A

T C

H L I

N E

M A

T C

H L I

N E

R a ilr o a d B e d R d

Natchez Trace Pakway

B r o a d w a y S tr e e t

N

NATCHEZ TRACE PARKWAY (ROUTE 0001H)

Construction centerline

134+03 to 135+30

Structure No. 5570-015P, County Road Bridge at MP 354.79

Area plans for details

Road, See Ramp & Parking

ML Collinwood Access

Proposed edge of pavementNOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. See Detail E401-01 for overlay pavement transitions for the Parkway, intersections, and ramps.

3. See Detail E413-A for pavement milling transitions on bridges.

4. Install new pavement markings that match the existing pavement markings according to Subsection

634.03 or as directed by the CO. Break Parkway centerline striping at intersections.

5. Reestablish a minimum 6-inch curb reveal at all parking areas and bridges.

6. See Typical Section sheets for scope of work at bridges.

M A

T C

H L I

N E

M A

T C

H L

I N

E

MP

M P

N

NATCHEZ TRACE PARKWAY (ROUTE 0001H) Construction centerline

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULE ASCALE IN FEET

0 50 100

:0 o v e m b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

P R

O J E

C T

S \n a tr

\1 h j1 \H

W Y

D

E S

\C A

D D

\D -D

-N

A T

R

H

J P

L N

.d g n

CONSTRUCTION PLAN

PROJECT

NUMBER

SHEET

TN NP NATR 1H11 1J16 D02

T C

H L I

N E

M A

T C

H L I

N E

NATCHEZ TRACE PARKWAY (ROUTE 0001H)

Construction centerline

Proposed edge of pavement

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. Install new pavement markings that match the existing pavement markings according to Subsection 634.03 or as directed by the CO. Break Parkway centerline striping at intersections.

M A

T C

H L I

N E

M A

T C

H L I

N E

N

NATCHEZ TRACE PARKWAY (ROUTE 0001

H)

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULE ASCALE IN FEET

0 50 100

:3

O c to b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

H W

Y

D E

S \T

N N

P N

A T

R

H

J

\C

A D

D \D

-D

-N

A T

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H

J

P L

N .d g n

CONSTRUCTION PLAN

PROJECT

D03

TN NP NATR 1H11 1J16

M A

T C

H L I

N E

M A

T C

H L I

N E

P3

N

NATCHEZ TRACE PARKWAY (ROUTE 0001

H)

Construction centerline Proposed edge of pavement

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. Install new pavement markings that match the existing pavement markings according to Subsection 634.03 or as directed by the CO. Break Parkway centerline striping at intersections.

0 1

M A

T C

H L I

N E

M A

T C

H L I

N E

N

NATCHEZ TRACE PARKWAY (ROUTE 0001H)

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULE ASCALE IN FEET

0 50 100

7 1 8 1

:3

O c to b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

H W

Y

D E

S \T

N N

P N

A T

R

H

J

\C

A D

D \D

-D

-N

A T

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H

J

P L

N .d g n

CONSTRUCTION PLAN

PROJECT

D04

TN NP NATR 1H11 1J16

M A

T C

H L I

N E

M A

T C

H L I

N E

Construction centerline

Proposed edge of pavement

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. Install new pavement markings that match the existing pavement markings according to Subsection 634.03 or as directed by the CO. Break Parkway centerline striping at intersections.

1 2

M A

T C

H L

IN

E

0M

A T

C H

L I

N E

N

NATCHEZ T

RACE P

ARKWAY (R

OUTE

1H)

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULE A SCALE IN FEET

0 50 100

6 2 7 2 8 2

:3

O c to b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

H W

Y

D E

S \T

N N

P N

A T

R

H

J

\C

A D

D \D

-D

-N

A T

R

H

J

P L

N .d g n

CONSTRUCTION PLAN

PROJECT

NUMBER

SHEET

TN NP NATR 1H11 1J16 D05

T C

H L I

N E

M A

T C

H L I

N E

P3

N

NATCHEZ TRACE PARKWAY (ROUTE 0001H)

Construction centerline Proposed edge of pavement

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. Install new pavement markings that match the existing pavement markings according to Subsection 634.03 or as directed by the CO. Break Parkway centerline striping at intersections.

M A

T C

H L

IN

E

M A

T C

H L I

N E

N

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULE A SCALE IN FEET

0 50 100

3 2

4 2 5 2

:3

O c to b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

H W

Y

D E

S \T

N N

P N

A T

R

H

J

\C

A D

D \D

-D

-N

A T

R

H

J

P L

N .d g n

CONSTRUCTION PLAN

PROJECT

NUMBER

SHEET

TN NP NATR 1H11 1J16 D06

T C

H L I

N E

0 M

A T

C H

L I

N E

Construction centerline Proposed edge of pavement

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. Install new pavement markings that match the existing pavement markings according to Subsection 634.03 or as directed by the CO. Break Parkway centerline striping at intersections.

M A

T C

H L I

N E

M A

T C

H L I

N E

N

Construction centerline Proposed edge of pavement

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULE ASCALE IN FEET

0 50 100

:3

O c to b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

H W

Y

D E

S \T

N N

P N

A T

R

H

J

\C

A D

D \D

-D

-N

A T

R

H

J

P L

N .d g n

CONSTRUCTION PLAN

PROJECT

NUMBER

SHEET

TN NP NATR 1H11 1J16 D07

T C

H L I

N E

M A

T C

H L I

N E ta w b a S t

M P

N

NATCHEZ TRACE PARKWAY (ROUTE 0001H)

Construction centerline Proposed edge of pavement 304+07 to 305+38

Structure No. 5570-014P, County Road Bridge at MP 358.00

M A

T C

H L I

N E

M A

T C

H L I

N E

Natchez Trace Pakway

N

NATCHEZ TRACE PARKWAY (ROUTE 0001H)

Construction centerline Proposed edge of pavement

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. See Detail E401-01 for overlay pavement transitions for the Parkway, bridges, intersections, and ramps.

3. See Detail E413-A for pavement milling transitions on bridges.

4. For bridges, see Detail E552-A for joint sealing at bridge approaches.

5. Reestablish a minimum 6-inch curb reveal at all parking areas and bridges.

6. Install new pavement markings that match the existing pavement markings according to Subsection 634.03 or as directed by the CO.

Break Parkway centerline striping at intersections.

7. See Typical Section sheets for scope of work at bridges.

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULE ASCALE IN FEET

0 50 100

:3

O c to b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

H W

Y

D E

S \T

N N

P N

A T

R

H

J

\C

A D

D \D

-D

-N

A T

R

H

J

P L

N .d g n

CONSTRUCTION PLAN

PROJECT

D08

TN NP NATR 1H11 1J16

M A

T C

H L I

N E

M A

T C

H L I

N E

NATCHEZ TRACE PARKWAY (ROUTE 0001

H)

Construction centerline Proposed edge of pavement

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. Install new pavement markings that match the existing pavement markings according to Subsection 634.03 or as directed by the CO. Break Parkway centerline striping at intersections.

M A

T C

H L I

N E

M A

T C

H L I

N E

N

NATCHEZ TRACE PARKWAY (ROUTE 0001H)

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULE ASCALE IN FEET

0 50 100

:3

O c to b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

H W

Y

D E

S \T

N N

P N

A T

R

H

J

\C

A D

D \D

-D

-N

A T

R

H

J

P L

N .d g n

CONSTRUCTION PLAN

PROJECT

D09

TN NP NATR 1H11 1J16

M A

T C

H L I

N E

M A

T C

H L I

N E

N

NATCHEZ TRACE PARKWAY (ROUTE 0001H)

Construction centerline Proposed edge of pavement

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. Install new pavement markings that match the existing pavement markings according to Subsection 634.03 or as directed by the CO. Break Parkway centerline striping at intersections.

M A

T C

H L I

N E

M A

T C

H L I

N E

N

NATCHEZ TRACE PARKWAY (ROUTE 0001H) Construction centerline

BEGIN SCHEDULE B

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULES A AND BSCALE IN FEET

0 50 100

364+71.10

N= 330299.8685

E= 1459083.9408

:5

O c to b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

H W

Y

D E

S \T

N N

P N

A T

R

H

J

\C

A D

D \D

-D

-N

A T

R

H

J

P L

N .d g n

CONSTRUCTION PLAN

PROJECT

NUMBER

SHEET

TN NP NATR 1H11 1J16 D10

T C

H L I

N E

M A

T C

H L I

N E o u b le B ra n c h R d

N

NATCHEZ TRACE PARKWAY (ROUTE 0001H) Construction centerline

Proposed edge of pavement

384+88 to 386+00

Structure No. 5570-013P, County Road Bridge at MP 359.60

7 3 8 3

M A

T C

H L I

N E

M A

T C

H L I

N E

N

NATCHEZ TRACE PARKWAY (ROUTE 0001H) Construction centerline

Proposed edge of pavement

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. See Detail E401-01 for overlay pavement transitions for the Parkway, bridges, intersections, and ramps.

3. See Detail E413-A for pavement milling transitions on bridges.

4. For bridges, see Detail E552-A for joint sealing at bridge approaches.

5. Reestablish a minimum 6-inch curb reveal at all parking areas and bridges.

6. Install new pavement markings that match the existing pavement markings according to Subsection 634.03 or as directed by the CO.

Break Parkway centerline striping at intersections.

7. See Typical Section sheets for scope of work at bridges.

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULE BSCALE IN FEET

0 50 100

1 3

:5

O c to b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

H W

Y

D E

S \T

N N

P N

A T

R

H

J

\C

A D

D \D

-D

-N

A T

R

H

J

P L

N .d g n

CONSTRUCTION PLAN

PROJECT

D11

TN NP NATR 1H11 1J16

M A

T C

H L I

N E

M A

T C

H L I

N E

N

NATCHEZ TRACE PARKWAY (ROUTE 0001

H)

Construction centerline

Proposed edge of pavement

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. Install new pavement markings that match the existing pavement markings according to Subsection 634.03 or as directed by the CO. Break Parkway centerline striping at intersections.

9 4

M A

T C

H L I

N E

M A

T C

H L I

N E

N

NATCHEZ TRACE PARKWAY (ROUTE 0001

H)

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULE BSCALE IN FEET

0 50 100

3 4

:3

O c to b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

P R

O J E

C T

S \n a tr

\1 h j1 \H

W Y

D

E S

\C A

D D

\D -D

-N

A T

R

H

J P

L N

.d g n

CONSTRUCTION PLAN

PROJECT

NUMBER

SHEET

TN NP NATR 1H11 1J16 D12

T C

H L I

N E

M A

T C

H L I

N E

Construction centerline Proposed edge of pavement

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. Install new pavement markings that match the existing pavement markings according to Subsection 634.03 or as directed by the CO. Break Parkway centerline striping at intersections.

0 4

M A

T C

H L I

N E

M A

T C

H L I

N E

N

NATCHEZ TRACE PARKWAY (ROUTE 0001H)

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULE BSCALE IN FEET

0 50 100

5 4

:5

O c to b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

H W

Y

D E

S \T

N N

P N

A T

R

H

J

\C

A D

D \D

-D

-N

A T

R

H

J

P L

N .d g n

CONSTRUCTION PLAN

PROJECT

D13

TN NP NATR 1H11 1J16

M A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement

Construction centerline

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. Install new pavement markings that match the existing pavement markings according to Subsection 634.03 or as directed by the CO. Break Parkway centerline striping at intersections.

M A

T C

H L I

N E

M A

T C

H L I

N E

N

NATCHEZ TRACE PARKWAY (ROUTE 0001

H)

Construction centerline

BEGIN SCHEDULE C

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULES B AND CSCALE IN FEET

0 50 100

480+88.22

N= 337048.2064

E= 1467251.0655

:5

O c to b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

H W

Y

D E

S \T

N N

P N

A T

R

H

J

\C

A D

D \D

-D

-N

A T

R

H

J

P L

N .d g n

CONSTRUCTION PLAN

PROJECT

D14

TN NP NATR 1H11 1J16

M A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement Construction centerline

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. Install new pavement markings that match the existing pavement markings according to Subsection 634.03 or as directed by the CO. Break Parkway centerline striping at intersections.

M A

T C

H L I

N E

M A

T C

H L

IN

E

N

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULE CSCALE IN FEET

0 50 100

2 5

3 5 4 5 5 5 6 5

:5

O c to b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

H W

Y

D E

S \T

N N

P N

A T

R

H

J

\C

A D

D \D

-D

-N

A T

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H

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P L

N .d g n

CONSTRUCTION PLAN

PROJECT

NUMBER

SHEET

TN NP NATR 1H11 1J16 D15

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. Install new pavement markings that match the existing pavement markings according to Subsection 634.03 or as directed by the CO. Break Parkway centerline striping at intersections.

0 5

7 5

8 5 9 5

M A

T C

H L I

N E

M A

T C

H L I

N E

Natchez Trace Pakway

N

Construction centerline Proposed edge of pavement

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULE CSCALE IN FEET

0 50 100

:3

O c to b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

H W

Y

D E

S \T

N N

P N

A T

R

H

J

\C

A D

D \D

-D

-N

A T

R

H

J

P L

N .d g n

CONSTRUCTION PLAN

PROJECT

D16

TN NP NATR 1H11 1J16

M A

T C

H L I

N E

M A

T C

H L I

N E

NATCHEZ T

RACE P

ARKWAY (

ROUTE

1H)

Construction centerline

Proposed edge of pavement

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. See Detail E401-01 for overlay pavement transitions for the Parkway, intersections, and ramps.

3. Reestablish a minimum 6-inch curb reveal at all parking areas and bridges.

4. Install new pavement markings that match the existing pavement markings according to Subsection

634.03 or as directed by the CO. Break Parkway centerline striping at intersections.

0 5

4 5 5 5 6 5

M A

T C

H L I

N E

M A

T C

H L I N

E

MP

N

NATCHEZ TRACE PARKWAY (ROUTE 00

01H)

Construction centerline Proposed edge of pavement for details

See Ramp & Parking Area plans

ML Sweetwater Branch Parking, U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULE CSCALE IN FEET

0 50 100

:3

O c to b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

H W

Y

D E

S \T

N N

P N

A T

R

H

J

\C

A D

D \D

-D

-N

A T

R

H

J

P L

N .d g n

CONSTRUCTION PLAN

PROJECT

NUMBER

SHEET

TN NP NATR 1H11 1J16 D17

T C

H L I

N E

M A

T C

H L I

N E

Construction centerline Proposed edge of pavement

5 5

M A

T C

H L I

N E

M A

T C

H L I

N E

N

NATCHEZ TRACE PARKWAY (ROUTE 0001H)

END SCHEDULE C

END PROJECT

597+05.33

N= 336922.2381

E= 1477760.9779

Construction centerline Proposed edge of pavement

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. See Detail E401-01 for pavement transitions at the beginning and end of project.

3. Install new pavement markings that match the existing pavement markings according to Subsection 634.03 or as directed by the CO. Break Parkway centerline striping at intersections.

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

NATCHEZ TRACE PARKWAY (ROUTE 001H)

SCHEDULE CSCALE IN FEET

0 50 100

:2

O c to b e r

C O

N S

T R

U C

T

IO

N P

L A

N

D

S h e

H W

Y

D E

S \T

N N

P N

A T

R

H

J

\C

A D

D \D

-D

-N

A T

R

H

J

P L

N .d g n

CONSTRUCTION PLAN

PROJECT

NUMBER

SHEET

TN NP NATR 1H11 1J16 D18

T C

H L I

N E

Natchez Trace Pakway

Park A ccess R d

B r o a d w a y S tr e e t

N

NATCHEZ TRACE PARKWAY (ROUTE 001H) See Pavement Widening Detail

ML Collinwood Access Road

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. See Detail E401-01 for overlay pavement transitions for the Parkway, intersections, and ramps.

3. Install new pavement markings that match the existing pavement markings according to Subsection

634.03 or as directed by the CO. Break Parkway centerline at intersections

U.S. DEPARTMENT OF TRANSPORTATION

ML COLLINWOOD ACCESS ROAD

SCHEDULE A

SCALE IN FEET

0 30 60

NATCHEZ TRACE PARKWAY

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RAMP & PARKING AREA PLANS

PROJECT

E01

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. The widening layout shown in the plans is approximate. Stake the widening for approval by the CO

U.S. DEPARTMENT OF TRANSPORTATION

PAVEMENT WIDENING DETAIL

SCHEDULE A

NATCHEZ TRACE PARKWAY

M L C o ll in w o o d A c c e s s R o a d

Existing EOP

30' R

Saw cut

Natchez Trace Parkway

Sections, Detail A) type 1 (See Note 2 and the Typical

Asphalt concrete pavement patch, N at least 5 days before beginning the work.

2. The widening layout shown in the plans is approximate. Stake the widening for approval by the CO for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed

NOTES:

SCALE IN FEET

0 5 10 an d va r.

m ax

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RAMP & PARKING AREA PLANS

PROJECT

NUMBER

SHEET

TN NP NATR 1H11 1J16 E02

N

NATCHEZ TRACE PARKWAY (ROUTE 001H)

See Note 3.

ML Sweetwater Branch Parking

Proposed edge of pavement

NOTES:

1. Plans developed from Parkway's land-use-plans and from as-builts. No survey has been performed for this project. Stationing is approximate. Confirm limits and dimensions at the project site.

2. See Detail E401-01 for overlay pavement transitions for the Parkway, intersections, and ramps.

3. Reestablish a minimum 6-inch curb reveal.

U.S. DEPARTMENT OF TRANSPORTATION

ML SWEETWATER BRANCH PARKING

SCHEDULE C

SCALE IN FEET

0 20 40

NATCHEZ TRACE PARKWAY

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RAMP & PARKING AREA PLANS

PROJECT

E03

Road. The Runoff Coefficient prior to construction is 0.95. The Runoff Coefficient after construction will be 0.95.

Approximately 0.002 acres of new impervious surface will be created by the widening at ML Collinwood Access

The total disturbed area for the project is approximately 0.002 acres.

Soil disturbing activities includes roadway excavation for the widening occurring at ML Collinwood Access Road.

patching, aggregate-topsoil, signing, pavement markings, and other miscellaneous work.

ramps to Broadway Street, parking areas, and bridges. This work also includes asphalt concrete pavement

This project consists of a 1" overlay over Natchez Trace Parkway, including mill and overlay of the access

Project Description

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

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 construction limits.

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

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

Phase I Establish Perimeter Controls

Sequence of Construction

Remove all other perimeter controls when directed by the CO.

Remove fiber roll only after all upslope areas are stabilized and vegetation is well established.

Remove all devices used for dewatering.

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

disturbed areas 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

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

Phase III Final Construction / Stabilization and staging areas.

Provide watering for dust control within the construction limits, on active haul roads, and in pits

625.

within 7 days. Apply permanent turf establishment to the finished slopes according to Section

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

Phase II Intermediate Controls

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

when 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 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

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

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CONTROL NARRATIVE

EROSION AND SEDIMENT

PROJECT

M01

2%

3%

4%

5%

33'

22'

16'

13'

INLET PROTECTION

set under drain inlet.

Non-woven filter fabricFl ow

FlowFlow

Fl ow

F lo w

F lo w

PLAN VIEW

Area

Undisturbed

Flow

Flow

** Adjust spacing as approved based on site conditions

* Do not install check dams on grades below 2%

50'

33'

25'

20'

PLAN VIEW

FIBER ROLL CHECK DAM

20 ft

15 ft

10 ft1V:2H or Steeper

1V:4H - 1V:2H downslope stakes equidistant between

Upslope stake, place

Flow

8' max

Flow

4' max

Contour line (typ.)

height of roll2 1to

Wood mulch or compost

See Note 6

Wood stake (typ.)

See Note 6

Wood stake (typ.)

See Note 11 ends and 36" o.c. (typ.)

Gravel bag weights at

See Note 6

Wood stake (typ.)

FIBER ROLL CHECK DAM CROSS SECTIONS

V-DITCH TRAPEZOIDAL DITCH

ENTRENCHED INSTALLATION

FIBER ROLL ISOMETRIC VIEW

requirements of Subsection 713.13.

Provide gravel bag weights meeting the inlet protection view.

use gravel bags to support them as shown on the

When fiber rolls are required on paved surfaces, months after installation.

installation and photodegradable fiber rolls 12

Replace biodegradable fiber rolls 6 months after one-half the height of the exposed fiber roll.

Remove sediment deposits when accumulation is ends 12 inches minimum and stake.

When more than one fiber roll is needed, overlap

Subsection 713.08(a).

wood stakes meeting the requirements of and 3 inches protruding above the roll. Furnish to attain a minimum of 12 inches into the ground section of 2- by 2-inch and of sufficient length

Use wood stakes with a minimum nominal cross alignment.

least 8 feet upslope at 45 degrees to the main contours. Extend both ends of the fiber roll at

Place fiber rolls on level grade and parallel to along the fiber roll.

mulch or compost on uphill side of the slope

For untrenched installation, blow or hand place of the fiber roll.

1-inch that may interfere with proper function including rocks, clods, and debris greater than

Prior to installation, clear all obstructions a minimum 12-inch diameter.

For drain inlet protection, use fiber rolls with

Use fiber rolls with a minimum 8-inch diameter.

Subsection 713.12.

Provide fiber rolls meeting the requirements of

NOTES:

See Note 6

Wood stake (typ.)

See Note 6

Wood stake (typ.)

UNTRENCHED INSTALLATION

SLOPE MAX INTERVAL

1V:4H or Flatter

LENGTH ABOVE FIBER ROLLS

MAXIMUM ALLOWABLE SLOPE

SPACING TABLE

FIBER ROLL CHECK DAM

*GRADE

DITCH SPACING (S)

CHECK DAM

8" HIGH 12" HIGH

Downslope stake (typ.)

Upslope stake (typ.)

Downslope stake (typ.)

Upslope stake (typ.)

Downslope stake (typ.)

8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, the diameter of the roll (max.)

1Trench into ground

1' (min.)

12" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 8" dia. (min.)

Fiber roll, 2' (max.)

(typ.)

Fiber roll

FIBER ROLL OVERLAP

11.

10.

9.

8.

7.

6.

5.

4.

3.

2.

1.

NO SCALE

APPROVED FOR USEFIBER ROLL

E157-04

FP-14

EFLHD DETAIL

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

05/2024

PROJECT

S01

K VALUE TABLE (ft/in)

30 35 40 45 50 55 60 65 70 75

30 32.5 35 37.5 40 42.5 45 47.5 50 52.5

* Use a K Value of 30 for speeds less than 30 MPH.

K

(MPH) *

POSTED SPEED

NOTE:

2 inches x 42.5 ft./in. = 85 feet.

Then the minimum transition length =

Effective overlay thickness = 2 inches

If the posted speed is 55 MPH

Example :

(Minimum transition length=30 feet) applies), to obtain the transition length.

Use K*[e -e ]=T, or K*[d -d ]=T (whichever the posted speed of the roadway.

elevations) by the K value from the Table for

(difference between the existing and overlaid the effective overlay thickness in inches less than the value obtained by multiplying

Provide a transition length in feet that is not

Existing asphalt pavement

Existing base course

New asphalt pavement

New base course

Existing asphalt pavement

Existing base course

Remove pavement (mill)

NEW PAVEMENT

(Final course)

Asphalt overlay

(Depth equals overlay thickness)

Saw cut

Existing elevation (e )

Overlaid elevation (e )

(Full depth of existing asphalt pavement) Saw cut

K Transition length variable (See Table)

(For Table e - e = effective overlay thickness)

OVERLAY

d

Existing asphalt pavement

Existing base course d

OVERLAY - DEPTH TRANSITIONS

(depth 2)

Asphalt overlay

(depth 1)

Asphalt overlay

K Transition length (Variable, see Table)

(For Table, d - d = effective overlay thickness) 1 2

1 2

1 2 1 2

NO SCALE

APPROVED FOR USE

FP-14

EFLHD DETAIL

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

PAVEMENT TRANSITIONS

E401-01

05/2024

PROJECT

NUMBER

SHEET

TN NP NATR 1H11 1J16 S02

pavement asphalt

Existing

E n d o f w in g w a ll

E n d o f w in g w a ll

Full milling depth between ends of bridge wingwalls

Milling depth varies past each wingwall end

Bridge asphalt pavement milling transition length

Milling depth varies past each wingwall end

Bridge asphalt pavement milling transition length

Milling depth

MILLING TRANSITION

the depth

See Typical Sections for

Asphalt surface course

(Bridge only)

Limits of asphalt pavement milling

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BRIDGES

MILLING TRANSITION AT

E413-A

FP-14

EFLHD DETAIL

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

PROJECT

NUMBER

SHEET

TN NP NATR 1H11 1J16 S03

CRACK SEALING AND FILLING

CRACK SEALING CRACK FILLING

NOTES:

from the existing surface

Squeegee excess material

4.

3.

2.

1.

crack width.

See Subsection 414.06 for minimum to ensure adhesion to existing surface.

Force crack repair material into cracks sealing and filling cracks.

manufacturer's recommendations for according to Section 414. Follow

Prepare cracks for sealing and filling

Do not overband cracks.

filling material left above the surface.

Squeegee excess crack sealing and

Greater than 1"

See Note 3

1" or less

" below existing surface 4 " to8

Fill crack with hot applied crack filler to

Seal crack with hot-applied crack sealant below existing surface " 4

" to8

Screed material to

NO SCALE

APPROVED FOR USE

CRACK SEALING AND FILLING

ASPHALT PAVEMENT FP-14

EFLHD DETAIL

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

E414-01

05/2024

PROJECT

S04

Single solid white striping (edge striping) Single solid white striping (edge striping) broken white striping 4" wide

Raised pavement markers (typ.)

Double solid yellow striping (centerline)

N

2N or less

N

Double solid yellow striping (centerline) broken white striping

4" wide

Solid yellow striping

Single solid white striping (edge striping)

Single solid yellow striping

N

See View A

(See Notes 2 and 3)

Raised pavement marker

10' 30' 10' 30'

Edge of pavement (typ.)

broken yellow striping

4" wide

3'

10' 30'

N

Edge of pavement (typ.)

broken yellow striping 4" wide

4" wide dotted white striping

10' 30'

N

3'

M

M

N

9'

9'

DOUBLE SOLID YELLOW STRIPING

BROKEN SINGLE WHITE AND

WITH RAISED PAVEMENT MARKERS

DOUBLE SOLID YELLOW STRIPING

BROKEN SINGLE WHITE AND

WITH RAISED PAVEMENT MARKERS

DOTTED WHITE STRIPING

BROKEN SINGLE YELLOW AND

DOTTED WHITE STRIPING

BROKEN SINGLE YELLOW AND

VIEW A

WITH RAISED PAVEMENT MARKERS

SINGLE SOLID YELLOW STRIPING

NOTES:

required, see Detail E634-02.

When raised pavement markers are

Detail or as directed.

with the MUTCD and as shown in this required, space and install in accordance

When raised pavement markers are

Devices" (MUTCD), latest edition.

"Manual on Uniform Traffic Control

Install striping in accordance with the

3.

2.

1.

Raised pavement markers (typ.)

markers (typ.)

Raised pavement

4" wide dotted white striping

NO SCALE

APPROVED FOR USE

FP-14

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OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

E634-03

06/2024RAISED PAVEMENT MARKERS

WITH AND WITHOUT

PAVEMENT MARKINGS

PROJECT

NUMBER

SHEET

TN NP NATR 1H11 1J16 S05

Bridge Wingwalls

End of bridge

Approach slab

Abutment

Bridge

Bumps

T h e r m o p la s ti c

90 or 120 mils as specified

Shoulder

Travel Lane

Travel Lane

Edge of Pavement

(500 mils)"2

2" to 3"

27"

NOTES:

outside striping edge and the edge of pavement.

2. Place profiled striping with a 4-inch space between the and to 350 feet from the end of the wingwalls.

1. Install profiled pavement markings across all bridges

Profiled pavement markings

PLAN VIEW

TOP VIEW

SID…