Plans - NP-NATR 3E16 3F25.pdf

Title Sheet

Symbols And Abbreviations

Location Map

Typical Sections

Tabulation of Quantities

Construction Plan

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

PLANS PREPARED BY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

ASHBURN, VIRGINIA

Project NP-NATR 3E16,3F25

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 26.71 Miles

ADT (2022)

ADT (2042)

DHV

%Truck

D

V (MPH)

55/45

1%

SPECIFICATIONS:

BRIDGE:

DESIGN DESIGNATION:

e(max) 8%

C/A None repairs, and other miscellaneous work.

wedge and leveling, spot patching, bridge joint work will include asphalt overlay, sideslope repairs, various access roads, and parking/pull-off areas. The

Parkway, including ramps, bridges, intersections, This project consists of resurfacing the Natchez Trace

3,060

4,547

0 2 5

SCALE IN MILES

N

PONTOTOC, CHICKASAW, HINDS, AND MADISON COUNTIES, MISSISSIPPI

BRIDGES, ACCESS ROADS, AND PARKING AREAS

TO MP 251.00 AND MP 86.08 TO 100.66 INCLUDING RAMPS,

PARKWAY PAVEMENT REHABILITATION FROM MP 239.23

Know what'sbelow.

before you dig.Call

R

Administration

Federal Highway

U.S. Department of Transportation

SHEET

NO

A01

A03-A04

A05-A06

B01-B07

C01-C04

D01-D11

LANE MILES:

U.S. DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

NATCHEZ TRACE PARKWAY

PROJECT NP-NATR 3E16,3F25

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

"Standard Specifications for Construction of Roads

ROAD: WIDTH SURFACE BASE

N/A

SUBGRADE

N/A

ROAD: WIDTH

22'

22'

SURFACE BASE

N/A N/A

SUBGRADE

5-9" ACP 6" ABC N/A

1.375" ACP

(10) MS Route 32 Bridge 5570-058P (03/22/2021)

(9) County Road Bridge at MP 240.90 5570-407P (11/18/2019)

(8) Chuquatonchee Creek Bridge 5570-057P (03/22/2021)

(7) Davis Lake Road Bridge 5570-056P (03/23/2021)

(6) County Road Bridge at MP 245.90 5570-409P (11/18/2019)

(5) MS Route 41 Bridge 5570-055P (03/23/2021)

(4) Tallabinnela Creek Bridge 5570-054P (03/23/2021)

(3) Farm Road Bridge at MP 248.01 5570-459P (11/18/2019)

(2) County Road Bridge at MP 249.10 5570-191P (03/23/2021)

(1) Field Road Bridge at MP 250.10 5570-331P (11/18/2019)

Natchez Trace Parkway (Proposed)

Natchez Trace Parkway (Existing)

NOVEMBER, 2022

Project Manager

Dan Weston

Lead Designer

Chris Burnell

Highway Design Manager

Bradley Proctor

54.14 Miles

PMIS #159666A & #159671A & #206843A

A02 Road Inventory Data

Project NP-NATR 3E16,3F25

SCALE IN MILES

0 60 120

KEY MAP

STATE OF MISSISSIPPI

HOLLY

SPRINGS TUPELO

P A

R K

W A

Y

T R

A C

E

DELTA

N

ATCH

EZ

NATCHEZ

JACKSON

MERIDIAN

GULFPORT

VICKSBURG

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

45N

E01-E07

M01

N01-N14

Ramp and Parking Area Plans

Erosion & Sediment Control Narrative

Traffic Control Detour Plan

1-800-227-6477

Summaries and SchedulesC05-C19

- MP 251

MP 239.23

- MP 100.66

MP 86.08

55/45

1%

8%

None

4,900

7,727

S01-S27 Standards And Details

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STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 A01

NPS Drwg No. 604/182854 NPS PMIS Nos. 159666A and 159671A and 206843A

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

ROAD INVENTORY DATA

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NUMBER

SHEET

MS NP-NATR 3E16,3F25 A02

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

ML

monument minimum maximum mile post 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.

0.00EL. E

N 0

RBAR

U.S. DEPARTMENT OF TRANSPORTATION

SYMBOLS AND ABBREVIATIONS

NATCHEZ TRACE PARKWAY

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.

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 benck mark back approach 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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STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 A03

N

AREA PATTERN

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

SYMBOLS AND ABBREVIATIONS

AREA PATTERN

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 Reconstruction

Sidewalk Asphalt/Concrete

Mill and Overlay

Overlay

Silt Fence

Diversion Berm

Drainage Divide

Check Dam

Limits of Disturbance

Sheet 2 of 2

ABC Aggregate Base Course

Slope Fill/Regrade

RCP Reinforced Concrete Pipe

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NUMBER

SHEET

MS NP-NATR 3E16,3F25 A04

m il e s

T u p e lo

.5 m ile s

P o n to to c

NO SCALE

11 miles

Amory m il e s

M a b e n

(RIP MP 241.22)

MP 239.23

12+77

Begin Schedule C

Begin Project

(RIP MP 246.33)

MP 244.10

269+88

End Schedule C

Begin Schedule B

(RIP MP 247.24)

MP 245.00

316+72

End Schedule B

Begin Schedule A

(RIP MP 253.29)

MP 251.00

636+53

End Schedule A

End Project

107+57 to 109+57

Schedule D

592+47 to 593+48

474+32 to 475+12, 398+87 to 400+34, Schedule F

U.S. DEPARTMENT OF TRANSPORTATION

LOCATION MAP

Sheet 1 of 2

NATCHEZ TRACE PARKWAY

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NUMBER

SHEET

MS NP-NATR 3E16,3F25 A05

NO SCALE

Pa rk w ay

Natc hez

Tra ce

To Jackson

To Canton

MP 86.08

BEGIN SCHEDULE E

MP 100.66

END SCHEDULE E

U.S. DEPARTMENT OF TRANSPORTATION

LOCATION MAP

Sheet 2 of 2

NATCHEZ TRACE PARKWAY

:1

J u ly

L o c a ti o n

M a p

S h e e t

M o d

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F S c h E

L o c a ti o n .d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 A06

CL

<½" elevation difference (typ.)

CL

Existing pavement structure

Proposed surface course

NO SCALE

DETAIL A

TANGENT SECTION

NATCHEZ TRACE PARKWAY

SUPERELEVATED SECTION

NATCHEZ TRACE PARKWAY

aggregate-topsoil.

8. Provide turf establishment on shoulder areas receiving

½-inch lower than the adjacent asphalt surface.

aggregate-topsoil to all areas that become more than elevation to the existing shoulder. Add additional

7. Place aggregate-topsoil to tie the new edge of pavement grass.

aggregate-topsoil is placed onto the existing shoulder

6. Cut grass to a height of ½-inch or less where the plans based on field conditions.

overlaying locations beyond the locations identified in

5. The CO will determine additional 3-inch milling and overlaying according to Subsections 401.13 and 413.03.

4. Clean residual asphalt immediately after milling and after milling as approved by the CO.

superelevation using asphalt wedge and leveling or

3. Match existing cross slope (2% minimum) and asphalt pavement adjacent to the shoulder.

2. Remove all vegetation and material off of the existing as directed by the CO prior to placing the asphalt overlay.

1. Seal and fill cracks according to Detail E414-01 and

NOTES:

CL

SECTION

3-INCH MILL & OVERLAY

1⅜" depth, ACP, Gyratory Mix, ⅜" NMSA, <0.3 million ESAL, Type I-A pavement roughness 5" to 9" depth, ACP

8" depth, Aggregate base

Existing ground

Existing ground

Existing ground topsoil course (typ.)

Existing aggregate-

6' 6'

6'6'

6' 6'

Shoulder

ShoulderTravel laneTravel lane

Travel lane Travel lane

Travel laneTravel lane

11' 11'

11' 11'

11' 11'

2' Lateral pay limit for aggregate-topsoil (typ.)

Varies (1V:3H) Max.)

Varies

(1V:3H) Max.)

Varies Varies

(1V:3H) Max.)

Varies Varies

(1V:3H Max.)

(1V:3H Max.)

(1V:3H Max.)

Lateral pay limit for aggregate-topsoil (typ.)2'

1V:

4H

1V:

4H

1V:

4H existing Match existing

Match existing Match existing

Match existing Match

8%

8%

8%

8%8%

Varies

Asphalt tack coat

Asphalt tack coat

Asphalt tack coat

Asphalt tack coat

8" depth, Aggregate base

8" depth, Aggregate base

5" to 9" depth, ACP

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

Existing aggregate-topsoil course (typ.)

Existing aggregate-

Detail A See

Detail A See

Detail A See

1⅜" depth, ACP, Gyratory Mix, ⅜" NMSA, <0.3 million ESAL, Type I-A pavement roughness

1⅜" depth, ACP, Gyratory Mix, ⅜" NMSA, <0.3 million ESAL, Type I-A pavement roughness

3" depth, Asphalt pavement milling

Turf establishment (typ.)

Variable depth, Aggregate-topsoil course

Turf establishment (typ.)

Variable depth, Aggregate-topsoil course

Turf establishment (typ.)

Variable depth, Aggregate-topsoil course

8% Max.

Place tack coat between lifts 3" depth, ACP, Gyratory Mix, ½" NMSA, <0.3 million ESAL (two lifts), Turf establishment (typ.)

Proposed aggregate-topsoil course

EXISTING

EXISTING

EXISTING PROPOSED

PROPOSED

PROPOSED

2' Lateral pay limit for aggregate-topsoil (typ.)

U.S. DEPARTMENT OF TRANSPORTATION

TYPICAL SECTIONS

Sheet 1 of 7

NATCHEZ TRACE PARKWAY

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NUMBER

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MS NP-NATR 3E16,3F25 B01

Type I-A pavement roughness " NMSA, <0.3 million ESAL8

" depth, ACP, Gyratory Mix, 8

Asphalt tack coat reveal (See Note 4)

6" depth, minimum curb

Match existing

STYPICAL MILL AND OVERLAY SECTION AT BRIDGE

NATCHEZ TRACE PARKWAY

Match existing

(See Note 4)

Variable depth, Asphalt pavement milling

NO SCALE

Travel lane

11'

Travel lane

11'

Limits of disturbance

Shoulder

3' - 6'

Shoulder

3' - 6'

PROPOSED

Variable depth, ACP

Concrete deck

EXISTING

5" to 8" depth, Aggregate base

Varies existing Match

EXISTING PROPOSED

5" to 7" depth, Asphalt concrete pavement

PARKING AREA MILL AND OVERLAY SECTION

LC

Limits of disturbance

Shoulder

Varies

2'

8% aggregate-topsoil (typ.)

Lateral pay limit of ground

Existing course (typ.)

Variable depth, Aggregate-topsoil designated curb sections. (See Note 3)

Variable depth, Taper milling existing roadway along

Asphalt tack coat

Type IV pavement roughness

<0.3 million ESAL, " NMSA,8

" depth, ACP, Gyratory Mix, ⅜1 face of curb Milling depth at

3" to 4"

2" to 3"

1" to 2"

0 to 1"

TAPER MILLING TABLE

(ft) * Milling width

* See Note 4

See Taper Milling Table Milling width varies

(protect in place) Existing PCC curb

LC

or as directed by the CO.

the end of the bridge wingwalls as shown in the plans topsoil and turf establishment at the eroded areas at Place lean concrete backfill (flowable fill) and provide11.

aggregate-topsoil.

Provide turf establishment on shoulder areas receiving10.

½-inch lower than the adjacent asphalt surface.

aggregate-topsoil to all areas that become more than elevation to the existing shoulder. Add additional Place aggregate-topsoil to tie the new edge of pavement9.

grass.

aggregate-topsoil is placed onto the existing shoulder Cut grass to a height of ½-inch or less where 8.

overlaying according to Subsections 413.03 and 401.13.

Clean residual asphalt immediately after milling and after7.

milling as approved by the CO.

superelevation using asphalt wedge and leveling or Match existing cross slope (2% minimum) and 6.

asphalt pavement adjacent to the shoulder.

Remove all vegetation and material off of the existing 5.

bridge curb reveal depths.

See Bridge Work Summary for milling transition lengths and leveling. Ensure that parking areas and bridges drain properly.

Mill additional depth on all bridges that will receive wedge and4.

parking area curb sections after final paving.

Reestablish a minimum 6-inch curb reveal along all3.

as directed by the CO prior to placing the asphalt overlay.

Seal and fill cracks according to Details E414-01 and E414-A, and2.

according to Subsection 152.05(h).

Survey the Parkway centerline profile at each bridge1.

NOTES:

of wingwall Existing end ground Existing

DETAIL

ENDS OF WINGWALLS

EROSION REPAIR AT THE

(See Note 11) Eroded area

U.S. DEPARTMENT OF TRANSPORTATION

TYPICAL SECTIONS

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MS NP-NATR 3E16,3F25 B02

NATCHEZ TRACE PARKWAY AND PARKING AREAS ASPHALT PAVEMENT PATCH, TYPE 1

10" depth, Roadway excavation

1⅜" depth, ACP, Gyratory Mix, ⅜" NMSA, <0.3 million ESAL, Type IV pavement roughness

Type 1, (two lifts) in accordance with Section 403 4" depth minimum or match existing depth, ACP, Asphalt tack coat in accordance with Section 301 6" depth, Aggregate base course, Grading C or D

Existing ACP

Existing aggregate base

NO SCALE

Separation-stabilization geotextile, Class 2, Type E

Type I-A pavement roughness <0.3 million ESAL, 1⅜" depth, ACP, Gyratory Mix, ⅜" NMSA, Place tack coat between lifts in accordance with Section 403, 6" depth, ACP, Type 1, (two lifts)

Asphalt tack coat

Existing aggregate base

NATCHEZ TRACE PARKWAY WIDENING

Roadway excavation

2'

Turf establishment (typ.)

Variable depth, Aggregate-topsoil course

Existing ground

2' aggregate-topsoil Lateral pay limit for

Existing edge of pavement

Existing asphalt concrete pavement

16' and varies

2" to 4" depth, ACP

Asphalt tack coat

RAMP SECTION

Type IV pavement roughness <0.3 million ESAL, " NMSA,8

3" depth, ACP, Gyratory Mix, 8

Shoulder Shoulder

6" depth, Aggregate base

Travel lane

2' 2'

8%

BL

slope existing Match

Turf establishment (typ.)

Variable depth, Aggregate-topsoil course

EXISTING

PROPOSED

existing Match aggregate-topsoil.

7. Provide turf establishment on shoulder areas receiving

½-inch lower than the adjacent asphalt surface.

aggregate-topsoil to all areas that become more than elevation to the existing shoulder. Add additional

6. Place aggregate-topsoil to tie the new edge of pavement grass.

aggregate-topsoil is placed onto the existing shoulder

5. Cut grass to a height of ½-inch or less where milling as approved by the CO.

superelevation using asphalt wedge and leveling or

4. Match existing cross slope (2% minimum) and asphalt pavement adjacent to the shoulder.

3. Remove all vegetation and material off of the existing as directed by the CO prior to placing the asphalt overlay.

2. Seal and fill cracks according to Detail E414-01 and for pavement widening areas.

1. Transition lengths will be determined by the CO in the field

NOTES:

Asphalt tack coat

U.S. DEPARTMENT OF TRANSPORTATION

TYPICAL SECTIONS

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MS NP-NATR 3E16,3F25 B03

Limits of disturbance

2%

LC

Existing ground 2%

11'

Travel lane

Variable depth, ACP

11'

Travel laneShoulder Shoulder

6'6'

(1V:3H Max.)

Varies

NOTES:

Asphalt tack coat

Turf establishment (typ.)

Variable depth, Aggregate-topsoil course

(1V:3H Max.)

Varies

2'

Limits of disturbance

11'

Travel lane aggregate-topsoil (typ.)

Lateral pay limit of

11'

Travel laneShoulder Shoulder

6'6'

2'

LC

PARKWAY TANGENT SECTION

WEDGE AND LEVEL

PARKWAY SUPERELEVATED SECTION

WEDGE AND LEVEL

Variable depth, ACP

Asphalt tack coat aggregate-topsoil (typ.)

Lateral pay limit of

(e)%Existing ground

Type 1-A pavement roughness

1⅜" depth ACP, Gyratory Mix, ⅜" NMSA, <0.3 million ESAL, Type 1-A pavement roughness 1⅜" depth, ACP, Gyratory Mix, ⅜" NMSA, <0.3 million ESAL

<0.3 million ESAL, Wedge & Leveling Course Variable depth, ACP, Gyratory Mix, ⅜" NMSA, <0.3 million ESAL, Wedge & Leveling Course Variable depth, ACP, Gyratory Mix, ⅜" NMSA, receiving aggregate-topsoil.

Provide turf establishment on shoulder areas5.

lower than the adjacent asphalt surface.

to all areas that become more than ½-inch shoulder. Add additional aggregate-topsoil of pavement elevation to the existing Place aggregate-topsoil to tie the new edge4.

grass shoulder.

aggregate-topsoil is placed onto the existing Cut grass to a height of ½-inch or less where3.

level may be required at some locations.

than 2 inches. Additional lifts of wedge and Do not exceed asphalt lift thickness of more2.

positive drainage exists across the roadway.

improvegrade and cross slope. Ensure by the CO. Mill repair areas as necessary to materialat locations, line and grade specified locations. Place asphalt wedge and leveling Milling depths vary at wedge and leveling1.

EXISTING

EXISTING

PROPOSED

PROPOSED

Turf establishment (typ.)

Variable depth, Aggregate-topsoil course existing Match

Asphalt tack coat

8% Max.

U.S. DEPARTMENT OF TRANSPORTATION

TYPICAL SECTIONS

Sheet 4 of 7

NATCHEZ TRACE PARKWAY

NO SCALE

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NUMBER

SHEET

MS NP-NATR 3E16,3F25 B04

Travel way Shoulder

Limits of clearing and grubbing

22'±

Match ExistingMatch Existing 8%

Select granular backfill (#57 stone)

CL

Existing 4" depth, Aggregate base

6'

DETAIL A

2.00%

Turf establishment

4" depth, Aggregate-topsoil course

Existing 8" depth, ACP collector pipes at a minimum 2% slope.

Place non-perforated outlet pipes and perforated 8.

low point or as directed by the CO.

Install a minimum of one outlet underdrain at the 7.

See Subsection 209.03 for excavation requirements.

Maintain excavation limits within the roadway limits.6.

Maintain existing profile grade.5.

netting.

Provide 100% biodegrable rolled erosion control product including rolled erosion control product, Type 3.B according to Section 629.

Provide turf establishment according to Section 625, and install 4.

Provide wire basket with support struts according to Detail E255-A.3.

Do not mix seed into topsoil to be used as backfill.2.

-inch below edge of pavement.2 of pavement, Maintain a final elevation of shoulder, adjacent to the edge course and turf establishment as directed by the CO.

Correct shoulder drop-off by adding aggregate-topsoil1.

DEEP PATCH EMBANKMENT REPAIR

MP 247.9 (Length = 80 lnft), 474+32 to 475+12

NATR Schedule F -

Depth varies (max. 72"), Roadway excavation

8" depth, Aggregate Base Grading C or D

<0.3 million ESAL, Type 1-A pavement roughness

1⅜" depth, ACP, Gyratory Mix, ⅜” NMSA, <0.3 million ESAL (two lifts) 4" depth, ACP, Gyratory Mix, ½” NMSA, Asphalt tack coat

See Note 5 geotextile, Class 1, Type B Separation-stabilization

Existing ground (typ.)

reconditioning Shoulder

Separation-stabilization geotextile, Class 1, Type B

See Detail A

Topsoil. See Note 2.

Geogrid (Type V) product, Type 3.B rolled erosion control Turf establishment and

See Note 3 18" X 18" X 8'-0" wire basket

Existing ground (typ.)

Topsoil. See Note 2.Type B Class 1, geotextile, stabilization Separation-

(#57 stone) backfill granular Select

See Note 6 Excavation limits, 1V:3H

SECTION A-A

Select granular backfill (#57 stone)

4" leveling course (#57 stone)

(6" perforated collector pipe) Underdrain system

Geogrid reinforcement

See Detail B

A

A

See Notes 7 and 8 (6" non-perforated outlet pipe) Underdrain system

Foundation elevation

1V :4H

16" overlap

32"8"

8" pipe and geotextile separation between

Provide 2" (min.)

DETAIL B

See Notes 7 and 8 (6'' perforated outlet pipe) Underdrain system

See Notes 7 and 8 (6'' perforated collector pipe) Underdrain system geotextile, Class 1, Type B Separation-stabilization

12"

U.S. DEPARTMENT OF TRANSPORTATION

TYPICAL SECTIONS

Sheet 5 of 7

NATCHEZ TRACE PARKWAY

15'

4'-0"

4"

18"

18"

:2

S e p te m b e r

S h e e t M o d

P R

O J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v \C

A D

D \B

-N A

T R

E

F ty p .d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 B05

22'±

Match ExistingMatch Existing 8%

Select granular backfill (#57 stone)

CL

Existing 4" depth, Aggregate base

6'

DETAIL A

2.00%

Turf establishment

4" depth, Aggregate-topsoil course

Existing 8" depth, ACP collector pipes at a minimum 2% slope.

Place non-perforated outlet pipes and perforated 7.

low point or as directed by the CO.

Install a minimum of one outlet underdrain at the 6.

Maintain existing profile grade.5.

netting.

Provide 100% biodegradable rolled erosion control product including rolled erosion control product, Type 3.B according to Section 629.

Provide turf establishment according to Section 625 and install 4.

Provide wire basket with support struts according to Detail E255-A.3.

Do not mix seed into topsoil to be used as backfill.2.

-inch below edge of pavement.2 of pavement, Maintain a final elevation of shoulder, adjacent to the edge course and turf establishment as directed by the CO.

Correct shoulder drop-off by adding aggregate-topsoil1.

DEEP PATCH EMBANKMENT REPAIR

MP 241 (Length = 200 lnft), 107+57 to 109+57

NATR Schedule D -

Depth varies (max. 72"), Roadway excavation

8" depth, Aggregate Base Grading C or D

<0.3 million ESAL, Type 1-A pavement roughness

1⅜" depth, ACP, Gyratory Mix, ⅜” NMSA, <0.3 million ESAL (two lifts) 4" depth, ACP, Gyratory Mix, ½” NMSA, Asphalt tack coat

See Note 5

Separation-stabilization geotextile, Class 1, Type B

See Detail A

Topsoil, See Note 2

Geogrid (Type V) product, Type 3.B rolled erosion control Turf establishment and

See Note 3 18" X 18" X 8'-0" wire basket

Existing ground (typ.)

Topsoil, See Note 2Type B Class 1, geotextile, stabilization Separation-

(#57 stone) backfill granular Select

1V:3H

SECTION A-A

4" leveling course (#57 stone)

(6" perforated collector pipe) Underdrain system

Geogrid reinforcement

See Notes 6 and 7 (6" perforated outlet pipe) Underdrain system

See Detail B

A

A

See Notes 6 and 7 (6" non-perforated outlet pipe) Underdrain system

Foundation elevation

12"

Shoulder 6'

Limits of clearing and grubbing

12"

8%

1V :3

H

1V :4H

16" overlap

32"8"

8"

DETAIL B

See Notes 6 and 7 (6'' perforated outlet pipe) Underdrain system

See Notes 6 and 7 (6'' perforated collector pipe) Underdrain system geotextile, Class 1, Type B Separation-stabilization

Select granular backfill (#57 stone)

CL

pipe and geotextile separation between

Provide 2" (min.)

U.S. DEPARTMENT OF TRANSPORTATION

TYPICAL SECTIONS

Sheet 6 of 7

NATCHEZ TRACE PARKWAY

4'-0"

4"

18"

18"

:0

O c to b e r

S h e e t M o d

P R

O J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v \C

A D

D \B

-N A

T R

E

F ty p .d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 B06

Match Existing 8%

See Detail E204-02 Embankment construction, 6'

See Subsection 204.10(c) for embankment requirements.3.

netting.

Rolled erosion control product must be 100% biodegrable including rolled erosion control product, Type 3.B according to Section 629.

Provide turf establishment according to Section 625 and install 2.

-inch below edge of pavement.2 of pavement, Maintain a final elevation of shoulder, adjacent to the edge course and turf establishment as directed by the CO.

Correct shoulder drop-off by adding aggregate-topsoil1.

MP 250 (Length = 110 lnft), 592+47 to 593+57

MP 246.5 (Length = 140 lnft), 398+88 to 400+18

NATR Schedule F -

Type 1-A pavement roughness 1⅜" depth ACP, Gyratory Mix, ⅜" NMSA, <0.3 million ESAL, EMBANKMENT REPAIR product, Type 3.B rolled erosion control Turf establishment and

Existing ground

Varies

(1V:3H Max.)

U.S. DEPARTMENT OF TRANSPORTATION

TYPICAL SECTIONS

Sheet 7 of 7

NATCHEZ TRACE PARKWAY

:2

A u g u s t

S h e e t M o d

P R

O J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v \C

A D

D \B

-N A

T R

E

F ty p .d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 B07

SCHEDULE A

SCHEDULE B

U.S. DEPARTMENT OF TRANSPORTATION

TABULATION OF QUANTITIES

NATCHEZ TRACE PARKWAY

:4

N o v e m b e r

T A

B O

F Q

U A

N T

S C

H A

S H

E E

T M

O D

E L

P R

O J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v

\C A

D D

\C

-C

-N A

T R

E

F

Q n ty

.d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C01

TABULATION OF QUANTITIES

SCHEDULE C

:5 c to b e r

T

A B

O F

Q U

A N

T S

C H

B S

H E

E T

M O

D

P R

O J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v

\C A

D D

\C

-C

-N A

T R

E

F

Q n ty

.d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C02

SCHEDULE E

SCHEDULE D

:5 c to b e r

T

A B

O F

Q U

A N

T S

C H

C S

H E

E T

M O

D

P R

O J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v

\C A

D D

\C

-C

-N A

T R

E

F

Q n ty

.d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C03

SCHEDULE F

:5 c to b e r

T

A B

O F

Q U

A N

T S

C H

D S

H E

E T

M O

D

P R

O J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v

\C A

D D

\C

-C

-N A

T R

E

F

Q n ty

.d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C04

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

SUMMARIES AND SCHEDULES

:0 a r c h

B a s e .B

.U

C A

D D

\O R

D \F

L H

-C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C05

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

SUMMARIES AND SCHEDULES

:0 a r c h

B a s e .B

C A

D D

\O R

D \F

L H

-C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C06

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

SUMMARIES AND SCHEDULES

(MUTCD), latest edition.

Uniform Traffic Control Devices" accordance with the "Manual on

3. Construct and erect all signs in directed by the CO.

2. Adjust actual locations of signs as

Details E633-01 & E633-02.

1. Install sign post supports according to

NOTES:

:0 a r c h

B a s e .B

C A

D D

\O R

D \F

L H

-C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C07

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

SUMMARIES AND SCHEDULES

:0 a r c h

B a s e .B

C A

D D

\O R

D \F

L H

-C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C08

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

SUMMARIES AND SCHEDULES

:0 a r c h

B a s e .B

C A

D D

\O R

D \F

L H

-C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C09

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

SUMMARIES AND SCHEDULES

:0 a r c h

B a s e .B

C A

D D

\O R

D \F

L H

-C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C10

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

SUMMARIES AND SCHEDULES

:0 a r c h

B a s e .B

C A

D D

\O R

D \F

L H

-C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C11

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

SUMMARIES AND SCHEDULES

:0 a r c h

B a s e .B

C A

D D

\O R

D \F

L H

-C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C12

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

SUMMARIES AND SCHEDULES

(MUTCD), latest edition.

Uniform Traffic Control Devices" accordance with the "Manual on

3. Construct and erect all signs in directed by the CO.

2. Adjust actual locations of signs as

Details E633-01 & E633-02.

1. Install sign post supports according to

NOTES:

:0 a r c h

B a s e .B

C A

D D

\O R

D \F

L H

-C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C13

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

SUMMARIES AND SCHEDULES

:0 a r c h

B a s e .B

C A

D D

\O R

D \F

L H

-C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C14

U.S. DEPARTMENT OF TRANSPORTATION

SUMMARIES AND SCHEDULES

NATCHEZ TRACE PARKWAY

:2

M a r c h

B a s e .B

G

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C15

NOTE:

Devices" (MUTCD), latest edition.

with the "Manual on Uniform Traffic Control

Construct and erect all sings in accordance

U.S. DEPARTMENT OF TRANSPORTATION

SUMMARIES AND SCHEDULES

NATCHEZ TRACE PARKWAY

:2

M a r c h

B a s e .B

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C16

U.S. DEPARTMENT OF TRANSPORTATION

SUMMARIES AND SCHEDULES

NATCHEZ TRACE PARKWAY

:2

M a r c h

B a s e .B

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C17

U.S. DEPARTMENT OF TRANSPORTATION

SUMMARIES AND SCHEDULES

NATCHEZ TRACE PARKWAY

conditions warrant or as directed by the CO.

Work locations are subject to change as field

NOTE:

:2

M a r c h

B a s e .B

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C18

U.S. DEPARTMENT OF TRANSPORTATION

SUMMARIES AND SCHEDULES

NATCHEZ TRACE PARKWAY

:2

M a r c h

B a s e .B

E n g in e e ri n g

S o ft w a re

\c a d d \B e n tl e y

S o ft w a re

\O p e n

R o a d s D e s ig n e r\

C O

N F

IG

\O p e n

R o a d s D e s ig n e r

C E

W S

V

\O p e n

R o a d s

D e s ig n e r_

C E

\C o n fi g u ra ti o n

\O rg a n iz a ti o n

-C iv il \F

L H

S u rv

F t_

S ta n d a rd s -W

S

V \C e ll

\F L

H -C e ll s .c e l

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 C19

M S

N

M A

T C

H L I

N E

Proposed edge of pavement

Construction centerline

See Note 7

17+63 to 18+82, Structure 5570-058P, MS Route 32 Bridge at MP 239.30, for details

Parking Area Plans

See the Ramp and

SR 32 access road, NATCHEZ TRACE PKWY

See Note 2

Milling and overlay, 17+13 to 17+63 type 1, 1,453 sqyd, Perform full depth patch, 18+82 to 19+32 type 1, 1,344 sqft, Perform full depth patch, See Note 3

17+63 to 18+82, Milling and overlay (micromilling), See Note 3

16+35 to 17+13, Milling and overlay (micromilling), See Note 3

19+32 to 20+03, Milling and overlay (micromilling),SOFT

SHOULDERInstall signs W8-4

E 9547.7875

N 25569.5322

12+77 (MP 239.23)

BEGIN 1⅜" ASPHALT OVERLAY

BEGIN SCHEDULE C

BEGIN PROJECT

Sawcut pavement

AREA

MOUND PARKING

BEAR CREEK

MP

N

M A

T C

H L I N

E

0M

A T

C H

L I N

E

Proposed edge of pavement

Construction centerline

NATCHEZ TRACE PKWY

Natchez Trace Parkway Widening See Typical Sections, 54+03 to 60+00, Construct 2' pavement widening, for profiled pavement markings at bridge approaches.

E634-AFor bridges, see E552-A for joint sealing and Detail4.

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

intersections, and ramps.

See Detail E401-01A for overlay pavement transitions for the Parkway, 2.

Confirm stationing in the field.

survey has been perfomed for this project. Stationing is approximate.

Plans developed from Parkway's land-use-plans and from as-builts. No1.

for the scope of work at bridges.

See the Bridge Work Summary and the Typical Sections7.

at intersections.

as directed by the CO. Break Parkway centerline striping pavement markings according to Subsection 634.03 or Install new pavement markings that match the existing6.

areas.

Reestablish a minimum 6-inch curb reveal at all parking5.

NOTES:

SCALE IN FEET

0 100 200

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

CONSTRUCTION PLAN

(ROUTES 0001F AND 0001E)

2+00 TO 60+00

5 2 0 2 5 3

0 45

:0

A u g u s t

B

L

D

S h e t]

P

R O

J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v \C

A D

D \D

-D

-N

A T

R

E

F P

L A

N .d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 D01

AREA

BEAR CREEK

N

M A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement

Construction centerline See Note 2

70+79 to 71+39, Milling and overlay, NATCHEZ TRACE PKWY

Natchez Trace Parkway Widening

See Typical Sections, 60+00 to 65+67, Construct 2' pavement widening, Sawcut pavement

Sawcut pavement

C R

C R

See Note 2

70+87 to 71+59, Milling and overlay, AREA

M O

U N

D

PARKIN

N

M A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement

Construction centerline

See Note 7

100+83 to 100+98, Structure 5570-407P, County Road Bridge at MP 240.90, NATCHEZ TRACE PKWY

See Note 3

99+84 to 101+94, Milling and overlay (micromilling), Schedule D

See Typical Sections, 107+57 to 109+57, Perform deep patch embankment repair, SOFT

SHOULDER

Install signs W8-4

See Typical Sections

109+57 to 118+00, 3-inch milling and overlay, U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

CONSTRUCTION PLAN

(ROUTE 0001F)

60+00 TO 118+00

for profiled pavement markings at bridge approaches.

E634-AFor bridges, see E552-A for joint sealing and Detail4.

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

intersections, and ramps.

See Detail E401-01A for overlay pavement transitions for the Parkway, 2.

Confirm stationing in the field.

survey has been perfomed for this project. Stationing is approximate.

Plans developed from Parkway's land-use-plans and from as-builts. No1.

for the scope of work at bridges.

See the Bridge Work Summary and the Typical Sections7.

at intersections.

as directed by the CO. Break Parkway centerline striping pavement markings according to Subsection 634.03 or

Install new pavement markings that match the existing6.

areas.

Reestablish a minimum 6-inch curb reveal at all parking5.

NOTES:

0 8

0 1

:4 e p te m b e r

B L

D

S h e

P R

O J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v \C

A D

D \D

-D

-N

A T

R

E

F P

L A

N .d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 D02

A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement

Construction centerline

Area Plans for details

See the Ramp and Parking

Chickasaw Agency parking, NATCHEZ TRACE PKWY

Natchez Trace Parkway Widening

See Typical Sections, 125+40 to 133+50, Construct 2' pavement widening, See Typical Sections

118+00 to 127+57, 3-inch milling and overlay, N

M A

T C

H L I

N E

0M

A T

C H

L I

N E

Proposed edge of pavement

Construction centerline

See Note 7

150+27 to 158+90, Structure 5570-057P, Chuquatonchee Creek Bridge at MP 242.00, NATCHEZ TRACE PKWY

See Note 3

148+77 to 160+37, Milling and overlay (micromilling), U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

CONSTRUCTION PLAN

(ROUTE 0001F)

118+00 TO 176+00

NOTES:

for profiled pavement markings at bridge approaches.

E634-AFor bridges, see E552-A for joint sealing and Detail4.

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

intersections, and ramps.

See Detail E401-01A for overlay pavement transitions for the Parkway, 2.

Confirm stationing in the field.

survey has been perfomed for this project. Stationing is approximate.

Plans developed from Parkway's land-use-plans and from as-builts. No1.

for the scope of work at bridges.

See the Bridge Work Summary and the Typical Sections7.

at intersections.

as directed by the CO. Break Parkway centerline striping pavement markings according to Subsection 634.03 or

Install new pavement markings that match the existing6.

areas.

Reestablish a minimum 6-inch curb reveal at all parking5.

:1

A u g u s t

B

L

D

S h e

P R

O J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v \C

A D

D \D

-D

-N

A T

R

E

F P

L A

N .d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 D03

A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement Construction centerline

NATCHEZ TRACE PKWY

N

M A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement

Construction centerline

See Note 7

217+64 to 217+99, Structure 5570-056P, Davis Lake Road Bridge at MP 243.10, Area Plans for details

See the Ramp and Parking

Hernando de Soto parking, details

Parking Area Plans for

See the Ramp and

Davis Lake access road, D a v is L a k e R o a d

D a v is L a k e R o a d

NATCHEZ TRACE PKWY

Natchez Trace Parkway Widening

See Typical Sections, 233+01 to 234+00, Construct 2' pavement widening, 216+77 to 217+27 type 1, 1,368 sqft, Perform full depth patch, 218+34 to 218+84 type 1, 1,374 sqft, Perform full depth patch, See Note 3

215+84 to 216+77, Milling and overlay (micromilling), See Note 3

217+27 to 218+34, Milling and overlay (micromilling), See Note 3

218+84 to 219+77, Milling and overlay (micromilling), Natchez Trace Parkway Widening

See Typical Sections, 223+34 to 229+41, Construct 2' pavement widening, SOFT

SHOULDER Install signs W8-4

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

CONSTRUCTION PLAN

(ROUTE 0001F)

176+00 TO 234+00

for the scope of work at bridges.

See the Bridge Work Summary and the Typical Sections7.

at intersections.

as directed by the CO. Break Parkway centerline striping pavement markings according to Subsection 634.03 or

Install new pavement markings that match the existing6.

areas.

Reestablish a minimum 6-inch curb reveal at all parking5.

for profiled pavement markings at bridge approaches.

E634-AFor bridges, see E552-A for joint sealing and Detail4.

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

intersections, and ramps.

See Detail E401-01A for overlay pavement transitions for the Parkway, 2.

Confirm stationing in the field.

survey has been perfomed for this project. Stationing is approximate.

Plans developed from Parkway's land-use-plans and from as-builts. No1.

NOTES:

:1

A u g u s t

B

L

D

S h e

P R

O J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v \C

A D

D \D

-D

-N

A T

R

E

F P

L A

N .d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 D04

A

T C

H L I

N E

M A

T C

H L I

N E

0 Proposed edge of pavement Construction centerline

NATCHEZ TRACE PKWY

Natchez Trace Parkway Widening

See Typical Sections, 234+00 to 238+67, Construct 2' pavement widening, N

M A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement

Construction centerline

NATCHEZ TRACE PKWY

E 20051.6115

N 48751.0658

269+88 (MP 244.10)

END SCHEDULE C

BEGIN SCHEDULE B

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

CONSTRUCTION PLAN

(ROUTE 0001F)

234+00 TO 292+00

for profiled pavement markings at bridge approaches.

E634-AFor bridges, see E552-A for joint sealing and Detail4.

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

intersections, and ramps.

See Detail E401-01A for overlay pavement transitions for the Parkway, 2.

Confirm stationing in the field.

survey has been perfomed for this project. Stationing is approximate.

Plans developed from Parkway's land-use-plans and from as-builts. No1.

for the scope of work at bridges.

See the Bridge Work Summary and the Typical Sections7.

at intersections.

as directed by the CO. Break Parkway centerline striping pavement markings according to Subsection 634.03 or

Install new pavement markings that match the existing6.

areas.

Reestablish a minimum 6-inch curb reveal at all parking5.

NOTES:

:1

A u g u s t

B

L

D

S h e

P R

O J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v \C

A D

D \D

-D

-N

A T

R

E

F P

L A

N .d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 D05

N

M A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement Construction centerline

NATCHEZ TRACE PKWY

Natchez Trace Parkway Widening

See Typical Sections, 307+67 to 319+61, Construct 2' pavement widening, Natchez Trace Parkway Widening

See Typical Sections, 316+72 to 321+00, Construct 2' pavement widening, SOFT

SHOULDER Install signs W8-4

E 21737.5184

N 53116.0139

316+72 (MP 245.00)

END SCHEDULE B

BEGIN SCHEDULE A

N

M A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement Construction centerline

NATCHEZ TRACE PKWY

Natchez Trace Parkway Widening

See Typical Sections, 321+00 to 349+07, Construct 2' pavement widening, Natchez Trace Parkway Widening

See Typical Sections, 338+26 to 350+00, Construct 2' pavement widening, See Typical Sections

324+07 to 325+17, 3-inch milling and overlay, U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

CONSTRUCTION PLAN

(ROUTE 0001F)

292+00 TO 350+00

for the scope of work at bridges.

See the Bridge Work Summary and the Typical Sections7.

at intersections.

as directed by the CO. Break Parkway centerline striping pavement markings according to Subsection 634.03 or

Install new pavement markings that match the existing6.

areas.

Reestablish a minimum 6-inch curb reveal at all parking5.

for profiled pavement markings at bridge approaches.

E634-AFor bridges, see E552-A for joint sealing and Detail4.

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

intersections, and ramps.

See Detail E401-01A for overlay pavement transitions for the Parkway, 2.

Confirm stationing in the field.

survey has been perfomed for this project. Stationing is approximate.

Plans developed from Parkway's land-use-plans and from as-builts. No1.

NOTES:

:1

A u g u s t

B

L

D

S h e

P R

O J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v \C

A D

D \D

-D

-N

A T

R

E

F P

L A

N .d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 D06

N

M A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavementConstruction centerline

See Note 7

364+44 to 364+78, Structure 5570-409P, County Road Bridge at MP 245.90

Area Plans for details

See the Ramp and Parking

Monroe Mission parking, NATCHEZ TRACE PKWY

Natchez Trace Parkway Widening

See Typical Sections, 351+77 to 364+44, Construct 2' pavement widening, Natchez Trace Parkway Widening

See Typical Sections, 364+79 to 379+00

Construct 2' pavement widening, See Note 3

363+74 to 365+48, Milling and overlay (micromilling), P O

N T

O T

O C C

O U

N T

Y

P O

N T

O T

O C C

O U

N T

Y

C H I C

K A

S A

W C

O U

N T

Y C

H I C

K A

S A

W C

O U

N T

Y

Natchez Trace Parkway Widening

See Typical Sections, 350+00 to 350+91, Construct 2' pavement widening, N

M A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement Construction centerline

NATCHEZ TRACE PKWY

Natchez Trace Parkway Widening

See Typical Sections, 389+63 to 394+86, Construct 2' pavement widening, Natchez Trace Parkway Widening

See Typical Sections, 379+00 to 383+97, Construct 2' pavement widening, Natchez Trace Parkway Widening

See Typical Sections, 399+47 to 402+64, Construct 2' pavement widening, See Typical Sections

4,689 sqft, Schedule F, 398+88 to 400+18, Embankment repair, U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

CONSTRUCTION PLAN

(ROUTE 0001F)

350+00 TO 408+00

for profiled pavement markings at bridge approaches.

E634-AFor bridges, see E552-A for joint sealing and Detail4.

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

intersections, and ramps.

See Detail E401-01A for overlay pavement transitions for the Parkway, 2.

Confirm stationing in the field.

survey has been perfomed for this project. Stationing is approximate.

Plans developed from Parkway's land-use-plans and from as-builts. No1.

for the scope of work at bridges.

See the Bridge Work Summary and the Typical Sections7.

at intersections.

as directed by the CO. Break Parkway centerline striping pavement markings according to Subsection 634.03 or

Install new pavement markings that match the existing6.

areas.

Reestablish a minimum 6-inch curb reveal at all parking5.

NOTES:

:4

N o v e m b e r

B L

D

S h e

P R

O J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v \C

A D

D \D

-D

-N

A T

R

E

F P

L A

N .d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 D07

P

D I

N

M A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement

Construction centerline

See Note 7

425+56 to 426+67, Structure 5570-055P, MS Route 41 Bridge at MP 247.00, for details

Parking Area Plans

See the Ramp and

SR 41 access road, NATCHEZ TRACE PKWY

See Note 3

424+20 to 429+27, Milling and overlay (micromilling), SOFT

SHOULDER Install signs W8-4

S R

S R

N

M A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement

Construction centerline

NATCHEZ TRACE PKWY

Natchez Trace Parkway Widening

See Typical Sections, 447+23 to 460+58, Construct 2' pavement widening, See Typical Sections

444+57 to 445+17, 3-inch milling and overlay, U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

CONSTRUCTION PLAN

(ROUTE 0001F)

408+00 TO 466+00

for profiled pavement markings at bridge approaches.

E634-AFor bridges, see E552-A for joint sealing and Detail4.

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

intersections, and ramps.

See Detail E401-01A for overlay pavement transitions for the Parkway, 2.

Confirm stationing in the field.

survey has been perfomed for this project. Stationing is approximate.

Plans developed from Parkway's land-use-plans and from as-builts. No1.

for the scope of work at bridges.

See the Bridge Work Summary and the Typical Sections7.

at intersections.

as directed by the CO. Break Parkway centerline striping pavement markings according to Subsection 634.03 or

Install new pavement markings that match the existing6.

areas.

Reestablish a minimum 6-inch curb reveal at all parking5.

NOTES:

0 4

:0

A u g u s t

B

L

D

S h e

P R

O J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v \C

A D

D \D

-D

-N

A T

R

E

F P

L A

N .d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 D08

O

UN

D

PARKIN

N

M A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement Construction centerline See Note 7

478+20 to 478+34, Structure 5570-459P, Farm Road Bridge at MP 248.01, See Note 7

469+77 to 470+99, Structure 5570-054P, Tallabinnela Creek Bridge at MP 247.90, NATCHEZ TRACE PKWY

See Note 3

468+51 to 474+32, Milling and overlay (micromilling), See Note 3

475+12 to 480+11, Milling and overlay (micromilling), Schedule F

See Typical Sections, 474+32 to 475+12, Perform deep patch embankment repair, AREA

MOUND PARKING

BEAR CREEK

A U

X r e fe r e n c e lin e s

A U

X m illin g a r e a s

A U

X

R I P B I P I

N F

O R

M A

T I O

N , N o t e s

N

M A

T C

H L I

N E

M A

T C

H L I

N E

0Proposed edge of pavement

Construction centerline

NATCHEZ TRACE PKWY

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

CONSTRUCTION PLAN

(ROUTE 0001F)

466+00 TO 524+00

for profiled pavement markings at bridge approaches.

E634-AFor bridges, see E552-A for joint sealing and Detail4.

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

intersections, and ramps.

See Detail E401-01A for overlay pavement transitions for the Parkway, 2.

Confirm stationing in the field.

survey has been perfomed for this project. Stationing is approximate.

Plans developed from Parkway's land-use-plans and from as-builts. No1.

for the scope of work at bridges.

See the Bridge Work Summary and the Typical Sections7.

at intersections.

as directed by the CO. Break Parkway centerline striping pavement markings according to Subsection 634.03 or

Install new pavement markings that match the existing6.

areas.

Reestablish a minimum 6-inch curb reveal at all parking5.

NOTES:

:5

S e p te m b e r

B

L

D

S h e

P R

O J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v \C

A D

D \D

-D

-N

A T

R

E

F P

L A

N .d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 D09

BEGIN S

ECTION 3-D

END SECTION 3-E

AREA

S h a n n o n R o a d

S h a n n o n R o a d

N

M A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement

Construction centerlineSee Note 7

535+93 to 536+09, Structure 5570-191P, County Road Bridge at MP 249.10, NATCHEZ TRACE PKWY

See Note 3

533+92 to 533+43, Milling and overlay (micromilling), See Note 3

536+59 to 538+54, Milling and overlay (micromilling), 536+09 to 536+59 type 1, 1,422 sqft, Perform full depth patch, SOFT

SHOULDER

Install signs W8-4

Natchez Trace Parkway Widening

See Typical Sections, 529+92 to 533+92, Construct 2' pavement widening, BEGIN

SECTIO

N 3 -D

END S

ECTIO

N 3 -E

AREA

MOUND PARKING

BEAR CREEK

N

M A

T C

H L I

N E

0 M

A T

C H

L I

N E

Construction centerline for details

Parking Area Plans

See the Ramp and

Tockshish parking

NATCHEZ TRACE PKWY

See Typical Sections

560+07 to 565+07, 3-inch milling and overlay, Natchez Trace Parkway Widening

See Typical Sections, 565+95 to 569+77, Construct 2' pavement widening, Proposed edge of pavement

U.S. DEPARTMENT OF TRANSPORTATION NATCHEZ TRACE PARKWAY

CONSTRUCTION PLAN

(ROUTE 0001F)

524+00 TO 582+00

for profiled pavement markings at bridge approaches.

E634-AFor bridges, see E552-A for joint sealing and Detail4.

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

intersections, and ramps.

See Detail E401-01A for overlay pavement transitions for the Parkway, 2.

Confirm stationing in the field.

survey has been perfomed for this project. Stationing is approximate.

Plans developed from Parkway's land-use-plans and from as-builts. No1.

for the scope of work at bridges.

See the Bridge Work Summary and the Typical Sections7.

at intersections.

as directed by the CO. Break Parkway centerline striping pavement markings according to Subsection 634.03 or

Install new pavement markings that match the existing6.

areas.

Reestablish a minimum 6-inch curb reveal at all parking5.

NOTES:

:0

A u g u s t

B

L

D

S h e

P R

O J E

C T

S \n a tr

\3 e f2

\P ro j_ d e v \C

A D

D \D

-D

-N

A T

R

E

F P

L A

N .d g n

STATE PROJECT

NUMBER

SHEET

MS NP-NATR 3E16,3F25 D10

N

M A

T C

H L I

N E

M A

T C

H L I

N E

Proposed edge of pavement

Construction centerline

See Note 7

585+71 to 585+85, Structure 5570-331P, Field Road Bridge at MP 250.10, NATCHEZ TRACE PKWY

Widening Areas

Natchez Trace Parkway

See Typcal Sections, 605+42 to 610+78, Construct 2' pavement widening, Natchez Trace Parkway Widening

See Typical Sections, 595+42 to 601+43, Construct 2' pavement widening, See Note 3

583+88 to 587+67, Milling and overlay (micromilling), Schedule F

592+35, 24" RCP,

Remove and replace 30 lnft, 597+30 to 598+55 type 1, 2,875 sqft, Perform full depth patch, See Typical Sections

6,952 sqft, Schedule F, 592+47 to 593+57, Embankment repair, 24" concrete headwall

Remove and replace

AREA

N

M A

T C

H L I

N E

Proposed edge of pavement

Construction centerline