Plans_PRA-NATR_1E10.pdf

ABBREVIATIONS

SYMBOLS AND

R/W

R/W

P/E C/E

P

UD

W

P/E C/E

P or

UD

W

FOUND

36 31

6 1

36 31

6 1

No Symbol

No Symbol

FOUND

36 31

6 1

36 31

6 1

400 No Symbol x 99.9

T-45

2,645.9

T-3 x 99.9

T-45

2,645.9

T-3

26 25 69426 25 694 c

Average daily traffic ADT

Alternate alt.

Ahead AH

Aggregate aggr.

Abutment Abut.

Footing ftg.

Flange flg.

Finish fin.

Inside diameter ID

West W

(curve delta or deflection)

Curve total angle

(spiral curve transitions)

Curve centeral angle

Culvert culv.

Corrugated metal pipe CMP

Continuous cont.

Construction joint Constr. jt.

Connection conn.

Column col.

Clear clr.

Centers ctrs.

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

Centerline

Drop Inlet DI

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

Distance dist.

Diaphragm diaph.

Diameter D, dia., or

Diagonal diag.

Design speed V

Design hourly volume DHV

Expansion joint exp. jt.

Excavation exc.

Equation EQ or eq.

End section ES

Embankment emb.

[El. 94.16]

Elevation with number El. 94.161

Elevation elev.

Edge of pavement EP or EOP

East E

Gage(gauge) ga.

Galvanized galv.

High water HW

Hexagon hex.

Headwall hdwl.

Joint jt.

Low water LW

Longitudinal(longitude) long.

Length of spiral Ls

(spiral curve transision)

Length of curve Lc

Length of curve(simple curve) L

Left lt., Lt. or LT

Latitude lat.

Lamination lam.

On centers o. c.

Outside diameter OD

Out to out o. to o.

Original groung OG

North N

Normal crown NC or NCR

Route Rte.

Roadway Rdwy.

Right-of-way R/W

Right Rt., rt.or RT

Required reqd.

Reinforcement (reinforced) reinf.

Range R.

Radius R

Symmetrical sym.

Superelevation rate e

Structure struc.

Stringer stgr.

Stiffener stiff.

Station Sta.

Standard std.

Spiral central angle s

Spacing, spaces or spaced spa.

South S

Section Sec.

Typical typ.

Township T.

Thread thd.

easement

Temporary construction TCE

Temporary benchmark TBM

(spiral curve transision)

Tangent distance Ts

(tangent length)

Tangent distance T

Vertical point of intersection VPI

Vehicle per hour vph

LAKE, POND or RESERVOIR; MARSHLAND

SLOPE STAKE

PROPOSEDEXISTING

PROJECTED

INTERSTATE U.S. STATE

TREELINE; TREE

BUILDING

UNDERDRAIN

BOX CULVERT

CULVERT with DROP INLET

PIPE CULVERT with HEADWALL

PIPE CULVERT with END SECTION

PIPE CULVERT (arrow shows flow)

BRIDGE

STREET LIGHT

TELEPHONE BOOTH or PEDESTAL

SUPPORT POLE with ANCHOR

RETAINING WALL

SIGNS

PORTABLE

POST MOUNTED

GUARDRAIL

CATTLEGUARD

GATE with FENCE

FENCE

MATERIAL SOURCE

EXISTING PROPOSED

wall facewall face

TB or TP or

P/LP/L

MEDIAN & SIDE (CONCRETE) BARRIER

FOREST BOUNDARY

NATIONAL PARK or

SECTION LINE16

SECTION LINE4

SECTION LINE

COUNTY BOUNDARY

CITY BOUNDARYCITY BOUNDARY

NATIONAL BOUNDARY

STATE BOUNDARY

TOWNSHIP or RANGE LINE

PROPERTY LINE

BRASS CAP

STEEL PIN

Top of Triangle Points North

TRAVERSE POINT (Horizontal & Vertical)

TRAVERSE POINT (Horizontal)

COORDINATE GRID TICK

SPOT ELEVATION

HUB & TACK

SECTION CORNER

SECTION CORNER4

SECTION16

PROPERTY CORNER

PARCEL NUMBER

EASEMENT (Permanent - Construction)

ROUTE NUMBERS

RIGHT-OF-WAY LINE

with MONUMENT

RIGHT-OF-WAY LINE

TOP OF CUT

TOE OF FILL

TRANSITION

SINGLE TRACK

ROADWAY, EXISTING

INTERMITTENT DRAINAGE/ SMALL CREEK

SPRING

LARGE CREEK/RIVER

RAILROAD

TRAIL

MULTIPLE TRACK

FO=Fibre optics

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

E=Electrical for distribution line

P=Electrical for transmission line

OVERHEAD(POWER POLE) UTILITIES

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

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:-

EOP

EOG

embankment

Mechanically stabilized MSE

Monument mon. or MON

Minimum min.

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

Maximum max.

Material matl.

Mainline M.L.

Point on tangent POT

Point on spiral POS

Point on curve POC

Point of tangent to spiral PS or TS

Point of tangent PT

Point of spiral to tangent PST or ST spiral

Point of spiral to reverse SRS

Point of spiral to curve PSC or SC

Point of intersection PI

Point of curve to spiral PCS or CS

Point of curve PC

Point of compound curve PCC

Plate pl.

PHTPhoto monument

Pavement pvmt.

Bench mark BM

Beginning beg.

Bearing brg.

Balance point BP

Back BK

LCenterline C

No Symbol

TB or TP

P or

UD

W

No Symbol

TB or TP

P or

UD

W

R/W

R/W

A2

PAVEMENT REMOVAL/ROADWAY OBLITERATION

AREA PATTERN

MILL AND OVERLAY

SIDEWALK ASPHALT/CONCRETE

FULL DEPTH PAVEMENT

OVERLAY

NORTH ARROW

N

TEST PIT TP-1

BORING LOCATION B-1

RIPRAP/CULVERT RIPRAP

CHECK DAM

DIVERSION BERM

SILT FENCE

DIVERSION CHANNEL

TURBIDITY BARRIER

WB

EB

PCMS

ESAL

NMSA

SACP

Drum

Traffic direction arrow

Advance warning arrow panel

Westbound

Eastbound

Portable changeable message sign

Equivalent single axle loads

Nominal maximum size aggregate

Superpave hot asphalt concrete pavement

M

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D a -n a tr

1e s y m .d g n

:3

:2

A

-S e p -2

:3

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NATCHEZ TRACE PARKWAY

TN PRA-NATR 1E10SE

114,016

NO.

NPS

PMIS NO.

160232A

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.

NO.PMIS

NATCHEZ TRACE PARKWAY

LOCATION MAP

PRA-NATR 1E10 A3

N

TN

M

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D a -n a tr

1e lo c .d g n

:0

:5

-S e p -2

:0

160232A

C e n te rv ille H ig h w ay

Linden H ig h w a y

Wayn esb oro Hi ghwa y

Summertow n H ighw ay

Bu ffalo

Road

T o p sy R o a d

Ga it he r H inson Road

Buffalo Road

Napier Lake Roa d

N a p ie r R o a d

20Railroad Bed Pike

S u m m e rto w n H ig hw ay

Mt Joy Road

Big Swan C re e k R o a d

D r y

C r e e k R o a d

E n te rp rise R oad

P isgah Ridge Road

C ol um bi a

Hi ghway

Ha mpsh ire Pike

Sheboss Road

T y s o n s S to re R o ad

L a w re n c e b u rg H ig hw ay

Lawr en ce bu rg H igh wa y

P u la s k i

H ig h w a y

Santa Fe Pike

W illiamsport Pike

Z E

H C

T A

N

Y A

WKRA

P

E C

A R

T MOUNT PLEASANT

M P

MP 390

HAMPSHIRE

COLUMBIA

M P 380

(125 miles)

TO TUPELO

(75 miles)

TO NASHVILLE

HOHENWALD

114,016

MP 391.50

CREEK

BIG SWAN

BRIDGE OVER

SCHEDULE B

MP 386.89

CREEK

LITTLE SWAN

BRIDGE OVER

SCHEDULE A

SCALE IN MILES

1.250 2.5

Message Sign

Changeable

Install Portable

Message Sign

Changeable

Install Portable

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D a -n a tr

1e s u r .d g n

:4

:5

-S e p -2

:4

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NATCHEZ TRACE PARKWAY

TN PRA-NATR 1E10SE

114,016

NO.

NPS

PMIS NO.

160232A A4

(SCHEDULE A)

(CONTROL POINTS)

INFORMATION

SURVEY

NAIL717.9981538188.801434136.6384009

TBAR783.3621539163.662435138.1124008

TBAR749.9251538540.002434512.3254007

TBAR747.3711538317.454434339.4064006

NAIL711.7571538205.516434275.9734005

TBAR715.8631538170.912434204.8714004

TBAR744.5071538132.555434078.5864003

TBAR747.0491538105.756434102.7214002

TBAR753.9411537830.059433652.5824001

TBAR;NEAR PULLOFF771.0341537516.874432981.5984000

RemarksElevationEastingNorthingPoint

Survey Control Points Coordinate Listing

Vertical datum: NAVD 1988

Geoid: GEOID12 (Conus)

Zone: Tennessee 4100

Datum: NAD 1983 (Conus)

Name: US State Plane 1983

Coordinate System

A5

1.

A z

2.

.2

A z .8

N

.7

A z

.8

A z .7

.9

N

.6

A z

.0

.9

A z

.4

N

.3

A z

.8

.1

A z 1

.0

.1

A z

.5

NTS NTS NTS

N

T B A R

N A

IL

M il e s ig n

"M e ri w e th e r

L e w is

T B

A R

T B

A R

C re e k s ig n

L it tl e S w a n

PULLOFF

NEAR4

1T B

A R

T B

A R

T B A R

C re e k s ig n

L it tl e S w a n

T B A R

T B A R

(SCHEDULE A)

(REFERENCES)

INFORMATION

SURVEY

A z .0

.0

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D a -n a tr

1e s u r .d g n

:4

:1

-S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NATCHEZ TRACE PARKWAY

TN PRA-NATR 1E10SE

114,016

NO.

NPS

SE TN

REG STATE PROJECT SHEET NO.

A6

NATCHEZ TRACE PARKWAY

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

PRA-NATR 1E10

114,016

A

M S e p

A

M M P

R O J E

C T S n a tr e P r o j_

D e v C

A D

D a n a tr e h a l.

d g n

(SCHEDULE A)

(PARKWAY)

ALIGNMENT

HORIZONTAL

NO.

NPS

PMIS NO.

Ending chain LSWANCL description

Point 11 N 434,452.8268 E 1,538,455.3204 Sta 110+23.15

Course from ST C101A to 11 N 45° 30’ 36.33" E Dist 83.7013

CC 432,531.8307 1,540,133.9670

ST 434,394.1703 1,538,395.6101 109+39.45

PI 434,333.4337 1,538,333.7822 108+52.79

CS 434,302.2854 1,538,303.6526 108+09.45

Point North East Station

Spiral Coordinates

XS 129.9915 LC 129.9962 Deg 2° 15’ 00.00"

YS 1.1061 ST 43.3360 Defl 0° 29’ 14.99"

R 2,546.4800 LT 86.6696 CB N 45° 01’ 21.34" E

LS 130.0000 K 64.9986 AH N 45° 30’ 36.33" E

Angle 1° 27’ 45.00" (RT) P 0.2765 BK N 44° 02’ 51.34" E

Spiral C101A Type 2 Spiral Element

Chord Bear = N 37° 46’ 08.21" E

Ahead = N 44° 02’ 51.34" E

Back = N 31° 29’ 25.08" E

C.C. N 432,531.8307 E 1,540,133.9670

P.T. Station 108+09.45 N 434,302.2854 E 1,538,303.6526

P.C. Station 102+51.35 N 433,861.9953 E 1,537,962.5107

Mid. Ord. = 15.2743

Long Chord = 556.9858

External = 15.3665

Radius = 2,546.4800

Length = 558.1022

Tangent = 280.1735

Degree = 2° 15’ 00.00"

Delta = 12° 33’ 26.26" (RT)

P.I. Station 105+31.52 N 434,100.9072 E 1,538,108.8604

Curve C101

Curve Data

CC 432,531.8307 1,540,133.9670

SC 433,861.9953 1,537,962.5107 102+51.35

PI 433,805.1383 1,537,927.6819 101+84.69

TS 433,688.7851 1,537,862.5469 100+51.35

Point North East Station

Spiral Coordinates

XS 199.9692 LC 199.9863 Deg 2° 15’ 00.00"

YS 2.6177 ST 66.6765 Defl 0° 44’ 59.96"

R 2,546.4800 LT 133.3441 CB N 29° 59’ 25.04" E

LS 200.0000 K 99.9949 AH N 31° 29’ 25.08" E

Angle 2° 15’ 00.00" (RT) P 0.6545 BK N 29° 14’ 25.08" E

Spiral C101B Type 1 Spiral Element

Course from 10 to TS C101B N 29° 14’ 25.08" E Dist 51.3490

Point 10 N 433,643.9790 E 1,537,837.4642 Sta 100+00.00

Beginning chain LSWANCL description

NAIL

TBAR

TBAR

TBAR

NAIL

TBAR

NAIL

NAIL

NAIL

NAIL

NAIL

NAIL

Creek sig n

Little Swan

1 Mile" sign "Meriwether Lewis

Creek sign

Little Swan

In v . 7

.9

In v . 7

.9

’R x ’S x .2 ’ R

C B

C

S w a n

L it tl e

C r e e k

M

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D a -n a tr

1e s u r v p ln .d g n

:4

-S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NATCHEZ TRACE PARKWAY

TN PRA-NATR 1E10SE

114,016

NO.

NPS

PMIS NO.

160232A

N

A7

N

E

N

(SCHEDULE A)

PLAN

SURVEY

SCALE IN FEET

0 25 50

S C

.3

C S

.4

S T

.4

-S e p -2

:4

M

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D b 1-n a tr

1e ty p .d

TYPICAL SECTION

PARKWAY

No Scale

SE PRA-NATR 1E10 B1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

NATCHEZ TRACE PARKWAY

TN

PMIS NO.

NO.

NPS

114,016 160232A

(SCHEDULE A)

(105+65 to 108+06.42)

BRIDGE

LITTLE SWAN CREEK

PARKWAY SUPERELEVATED SECTION

Travel LaneTravel LaneShoulder

PROPOSED:

CL

Profile grade

Shoulder of SACP

Lateral pay limits

11’ 11’6’-6" 6’-6"

8%

Type IV roughness (Surface course)

0.3-<3 million ESAL’s

1 1/2" SACP, 1/2" NMSA,

0.3-<3 million ESAL’s

2" SACP, 1/2" nmsa, Curb line (typ.)

Membrane

5"-9" HACP

11’6’

Travel LaneTravel LaneShoulder

Varies

Va rie s

PROPOSED:

EXISTING: CL

8" Aggregate base in locations as directed by the CO aggregate-topsoil course (typ.)

Variable depth and width topsoil course (typ.)

Existing aggregate-

11’

(e)

Slope stake variable

Shoulder

6’ (min.)

1V:1.5H

(103+75 to 104+54.45 and 109+39.45 to 110+00)

SHOULDER WIDENING

LITTLE SWAN CREEK

PARKWAY SUPERELEVATED SECTION

Notes :

5"-9" HACP

6’

Travel LaneTravel LaneShoulder

8%

Varies

Va rie s

PROPOSED:

EXISTING:

CL

8" Aggregate base topsoil course (typ.)

Existing aggregate-

(e)

Slope stake

Profile grade

Shoulder

Aggregate base, grading C or D, 10" depth

Roadway excavation

1V:1.5H

(104+54.45 to 105+65 and 108+06.42 to 109+39.45)

RECONSTRUCTION

LITTLE SWAN CREEK

PARKWAY SUPERELEVATED SECTION

Earthwork geotextile, type II-B

Conserved embankment (no pay) variable (6’ min.)11’ + 11’ + of SACP

Lateral pay limits

Lateral pay limits of aggregate base

Topsoil, 4-Inch depth (see note 2)

Type IV roughness (Surface course)

0.3-<3 million ESAL’s

1 1/2" SACP, 1/2" NMSA,

(two lifts of 2 1/2" depth)

0.3-<3 million ESAL’s

5" SACP, 3/4" NMSA,

bridge deck

Concrete

8% turf establishment on all other disturbed areas.

aggregate-topsoil. Provide topsoil, 4-inch depth, and Provide turf establishment on shoulder area receiving1.

ggregate-topsoil course (typ.)" A2 e p -2

:4

M

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D b 1-n a tr

1e ty p .d

TYPICAL SECTION

PARKWAY

No Scale

SE PRA-NATR 1E10 B2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

NATCHEZ TRACE PARKWAY

TN

PMIS NO.

NO.

NPS

114,016 160232A

(SCHEDULE B)

5"-9" HACP

11’6’

Travel LaneTravel LaneShoulder

Varies

Va rie s

PROPOSED:

EXISTING:

CL

8" Aggregate base topsoil course (typ.)

Existing aggregate-

11’

(e)

(To 20’ beyond the end of each approach wall)

BIG SWAN CREEK

PARKWAY SUPERELEVATED SECTION

Type IV roughness (Surface course)

0.3-<3 million ESAL’s

1 1/2" SACP, 1/2" NMSA,

Asphalt pavement milling, 1 1/2" depth

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D c 1-n a tr

1e q n t.

d g n

:5

:4

P

M -S e p -2

:5

P

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

C1 PRA-NATR 1E10 160232A

114,016

NATCHEZ TRACE PARKWAY

(SCHEDULE A)

QUANTITIES

OF

TABULATION

PMIS NO.

NO.

NPS

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D c 1-n a tr

1e q n t.

d g n

:1

-S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

C2 PRA-NATR 1E10 160232A

114,016

NATCHEZ TRACE PARKWAY

(SCHEDULE B)

QUANTITIES

OF

TABULATION

PMIS NO.

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

SE

REG STATE PROJECT SHEET NO.

C3

NATCHEZ TRACE PARKWAY

PRA-NATR 1E10

S e p

A

M A

M M P

R O J E

C T S n a tr e P r o j_

D e v C

A D

D c n a tr e s ig n c .d g n

Sign Text LOCATION Height in

Area

PANEL SIZE

Corner

Radii Border

Width Width

Margin Numbers Upper

Case Case

Lower Series

Color

Combination RemarksQuantity

Total Area in

TEXT SIZE

sqft inin in inin sqft

24 12 See note 2 See note 3

24 12 See note 2 See note 3

1 M3-1

No.

Sign

No.

Text in

Width

3 24 12 See note 2 See note 3

222 44

M4-8a

M4-9L

24 12 See note 2 See note 3

202 40

24 12 See note 2 See note 3

42 8

White on

Black

232TOTAL (this sheet)

SHEET 1 OF 3

TN

ORTHN

OUTHSM3-3

TOM4-5

END

DETOUR

DETOUR

DETOUR

M4-9R

DETOURM4-8

160232A

PARKWAYM4-3

24 18 See note 2 See note 3

23 6

30 24 See note 2 See note 3

85 40

30 24 See note 2 See note 3

105 50

2 22

(SCHEDULE A)

SCHEDULE

CONSTRUCTION SIGNS

114,016

NO.

NOTES:

2. Adjust actual locations of signs as directed by the CO.

4. See Subsection 635.26 for additional information on construction signs.

and the MUTCD’s latest edition of "Standard Highway Signs".

3. Install signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD), latest edition, See DETOUR PLAN sheets

See DETOUR PLAN sheets

See DETOUR PLAN sheets

See DETOUR PLAN sheets

See DETOUR PLAN sheets

See DETOUR PLAN sheets

See DETOUR PLAN sheets

See DETOUR PLAN sheets

1. Install sign post supports according to Std. E635-01.

Orange on

Black

Orange on

Black

Orange on

Black

Orange on

Black

White on

Black

White on

Black

White on

Black

DETOURM4-10L

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

SE

C4

NATCHEZ TRACE PARKWAY

PRA-NATR 1E10

S e p

A

M A

M M P

R O J E

C T S n a tr e P r o j_

D e v C

A D

D c n a tr e s ig n c .d g n

Sign Text LOCATION Height in

Area

PANEL SIZE

Corner

Radii Border

Width Width

Margin Numbers Upper

Case Case

Lower Series

Color

Combination RemarksQuantity

Total Area in

TEXT SIZE

sqft inin in inin sqft

21 15 See note 2 See note 3

48 30 See note 2 See note 3

48 18 6 See note 2 See note 3

No.

Sign

No.

Text in

Width

W20-2

24 24 See note 2 See note 3

SHEET 2 OF 3

TN

14 W20-3

160232A

M6-3

ROAD

CLOSED

R11-2

MPH

W13-1P

48 48 See note 2 See note 3

16 32

48 48 See note 2 See note 3

216 32

2.1875

DETOUR

XXXX

White on

Black

13A

13B

13C

(SCHEDULE A)

SCHEDULE

CONSTRUCTION SIGNS

57 66 See note 2

57 66 See note 2

See note 2

13517

See note 2

135 35 sign

Special sign

Special sign

Special sign

Special

AHEAD

DETOUR

CLOSED

NORTH

PARKWAY

AHEAD

DETOUR

CLOSED

SOUTH

PARKWAY

26.125

26.125

6 2 1 6 6 -- E

E

E

E

78.375

114,016

NO.

4. See Subsection 635.26 for additional information on construction signs.

and the MUTCD’s latest edition of "Standard Highway Signs".

3. Install signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD), latest edition, TOTAL (this sheet)

See DETOUR PLAN sheets

See DETOUR PLAN sheets

See DETOUR PLAN sheets

See DETOUR PLAN sheets

See DETOUR PLAN sheets

See DETOUR PLAN sheets

See DETOUR PLAN sheets

See DETOUR PLAN sheets

See DETOUR PLAN sheets

XXXX = 500 FT

XXXX = 1500 FT

XXXX = 1 MILE

See DETOUR PLAN sheets

MPH

1. Install sign post supports according to Std. E635-01.

MILE2

CLOSED

ROAD

BEGINNING XX/XX/XX

TO US ROUTE 421

FROM STATE ROUTE 20

PARKWAY NORTH CLOSED

BEGINNING XX/XX/XX

TO STATE ROUTE 20

FROM US ROUTE 421

PARKWAY SOUTH CLOSED

8.75

78.3753

471.50

Orange on

Black

White on

Black

Orange on

Black

Orange on

Black

Orange on

Black

Orange on

Black

Orange on

Black

Orange on

Black

Orange

EASTERN FEDERAL LANDS HIGHWAY DIVISION

C5

NATCHEZ TRACE PARKWAY

PRA-NATR 1E10

S e p

A

M A

M M P

R O J E

C T S n a tr e P r o j_

D e v C

A D

D c n a tr e s ig n c .d g n

Sign Text LOCATION Height in

Area

PANEL SIZE

Corner

Radii Border

Width Width

Margin Numbers Upper

Case Case

Lower Series

Color

Combination RemarksQuantity

Total Area in

TEXT SIZE

sqft inin in inin sqftNo.

Sign

No.

Text in

Width

SHEET 3 OF 3

TN160232A

(SCHEDULE A)

SCHEDULE

CONSTRUCTION SIGNS

114,016

NO.

4. See Subsection 635.26 for additional information on construction signs.

and the MUTCD’s latest edition of "Standard Highway Signs".

3. Install signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD), latest edition, TOTAL (this sheet)

ROUNDING

TOTAL

SUBTOTAL (all sheets)

1. Install sign post supports according to Std. E635-01.

6 M4-9C 30 24 5 See note 2 See note 3

Orange on

Black

5 right

5 left

(not shown in plans)

Optional bike detour

3 24 12 See note 2 See note 3

52 10M4-3

Orange on

Black

BIKE

5 24 12 See note 2 See note 3

52 10DETOURM4-8

Orange on

Black

(not shown in plans)

Optional bike detour

(not shown in plans)

Optional bike detour

21 15 See note 2 See note 3

510 M6-3 2.1875

White on

Black

(not shown in plans)

Optional bike detour 10.9375

80.9375

784.4375

0.5625 w20-4

AHEAD

ONE LANE

ROAD

W20-7a

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

C6

NATCHEZ TRACE PARKWAY

PRA-NATR 1E10

S e p

A

M A

M M P

R O J E

C T S n a tr e P r o j_

D e v C

A D

D c n a tr e s ig n c .d g n

Sign Text LOCATION Height in

Area

PANEL SIZE

Corner

Radii Border

Width Width

Margin Numbers Upper

Case Case

Lower Series

Color

Combination RemarksQuantity

Total Area in

TEXT SIZE

sqft inin in inin sqft

48 48 16 See note 2 See note 3

2 32

No.

Sign

No.

Text in

Width

TN160232A

48 48 See note 2 See note 3

216 32

126.00

(SCHEDULE B)

SCHEDULE

CONSTRUCTION SIGNS

114,016

NO.

NPS

PMIS NO.

24 24 See note 2 See note 3

24 8

MPH

25W13-1P2

W20-1 48 48 See note 2 See note 3

216 32WORK

AHEAD

ROAD

3 24 18 See note 2 See note 3

23 6W16-2P

FEET

See Detail ET 635-6

See Detail ET 635-6

See Detail ET 635-6

See Detail ET 635-6

See Detail ET 635-6

4. See Subsection 635.26 for additional information on construction signs.

and the MUTCD’s latest edition of "Standard Highway Signs".

3. Install signs in accordance with the "Manual on Uniform Traffic Control Devices" (MUTCD), latest edition, G20-2 48 24 8 See note 2 See note 3

2 161

ROAD WORK

END

See Detail ET 635-6

TOTAL

1. Install sign post supports according to Std. E635-01.

Orange on

Black

Orange on

Black

Orange on

Black

Orange on

Black

Orange on

Black

Orange

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

NATCHEZ TRACE PARKWAY

-S e p -2

M9 :1

M

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D c -n a tr

1e s ig n p .d g n

No.

Sign

No.

Text Sign Text

TEXT SIZE

Station Side

LOCATION

in in in in in in

PANEL SIZE

Series

Color

Combination Quantity inin

Total

Area Remarks BorderCorner Margin

WidthWidthRadii Case

LowerUpper

Case NumbersAreaHeightWidth sqft sqft

NPS NO.

PMIS

OM-3L

OM-3R

See Remarks

See Remarks

5 16 0.555

5 16 0.555

Yellow on

Black

Yellow on

Black

C7160232A 114,016

PRA-NATR 1E10

2.22

2.22 of both Parkway bridges’ approach wingwalls

Place object markers at the ends

Totals 8 4.44

SCHEDULE

PERMANENT SIGN

e p -2

M9 :1

M

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D d 1-n a tr

1e ls p n p .d g n

SE

REG STATE PROJECT SHEET NO.

D1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

NATCHEZ TRACE PARKWAY

PRA-NATR 1E10 160232A TN

107+00 108+00 109+00 110+00106+00105+00104+00103+00

100500

SCALE IN FEET

(SCHEDULE A)

PROFILE

AND

PLAN

114,016

PMIS NO.

NO.

NPS

N

T ie t o e x is ti n g s h o u ld e r

L im it o f w o r k

T ie t o e x is ti n g s h o u ld e r

L im it o f w o r k

.1

.4

T ie t o e x is ti n g p a v e m e n t

.7

B e g in b r id g e

.1

.4

E n d b r id g e

.1

.4

T ie t o e x is ti n g p a v e m e n t

E L

.8

-0.522% +0.925%

485’ VC

K = 335

V P I

.9

760760

765765765

5 7

S w a n

P O

T

.0

T S

.3

S C

.3

C S

.4

S T

.4

P O

T

.1

L it tl e

C r e e k transition

.0

R ig h t)

.0

0 (8.00% Right)

108+09.45 Right

8.00%

Notes:

centerline Construction

Existing ground grade Profile

4.

3.

2.

1.

construction requirements.

See CONSTRUCTION PLAN (SCHEDULE A) for additional horizontal alignment information.

See HORIZONTAL ALIGNMENT (PARKWAY) sheet for Parkway bridge approaches.

See Detail 204-E for embankment and pavement transitions at

See bridge plans for proposed bridge structure and wing walls.

(see note 2) shoulder, 110+00 Tie to existing Limit of work(see note 2) shoulder, 103+75 Tie to existing Limit of work

ZEHCTAN ECART

YAWKRAP

109+39.45 existing pavement

Sawcut and tie to reconstruction

End parkway

(2.90% Right)

109+39.45

104+54.45 existing pavement

Sawcut and tie to

Begin parkway reconstruction

(typ.)

Treeline105+65 bridge

Begin reconstruction parkway

End

108+06.42 bridge

End reconstruction parkway

Begin

(typ) pavement edge of Existing and headwall

15-inch pipe culvert, Install type 5A modified inlet, In v . 7

.9

In v . 7

.9

’R x ’S x .2 ’ R

C B

C

720 7

72572

5 7

M

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D e 1-n a tr

1e ls p la n .d g n

:2

-S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NATCHEZ TRACE PARKWAY

TN PRA-NATR 1E10SE

114,016

NO.

NPS

PMIS NO.

160232A

N

E1

SCALE IN FEET

0 25 50

Notes:

(SCHEDULE A)

PLAN

CONSTRUCTION

barrier

Install Turbidity access construction

Install new bridge install a bridge and Remove existing footprint under bridge

Clear vegetation centerline

Construction

(typ) shoulder edge of

Proposed

ZEHCTAN

ECART YAWKRAP

C r e e k

S w a n

L ittle sign

"LITTLE SWAN CREEK"

Remove and reset sign

"MERIWHETHER LEWIS 1 MILE"

Remove and reset ssec ca n oitcu rtsn oC

See note 2 fence snow temporary

Install

(See note 3) wall rock stacked

Historic

Fill limit (typ) pavement (typ)

Proposed edge of

(typ.)

Treeline

S C

.3

C S

.4

S T

.4

(See note 4) washout concrete

Install4.

3.

2.

1.

sign

"LITTLE SWAN CREEK"

Remove and reset pavement (typ) edge of Existing pavement (typ) edge of Proposed

The CO must approve the washout device.

Locate concrete washout at locations designated by the CO.

disturbed stones to match the appearance of the existing wall.

Minimize disturbance to the historic stacked rock wall. Reset any higher than average water levels in Little Swan Creek.

proposed pier location prior to pier installation if necessary due to Remove the piers flush to proposed finished grade. Dewater around

The CO determines the number and location of construction accesses.

CONTROL NARRATIVE

EROSION & SEDIMENT

M1 construction limits.

does not leave the project site. Perimeter controls include silt fence 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

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

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

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

Contract Requirements.

for Construction of Roads and Bridges on Federal Highway Projects, FP-03 (U.S. Customary Units), and the Special measures consist of soil erosion control measures which are also defined and outlined in the Standard Specifications sedimentation of rivers, streams, and impoundments such as lakes, reservoirs, bays, and coastal waters. The

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

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

General Guidelines

Response Center at 1-800-424-8802.

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

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

waste materials. Do not dispose of hazardous water 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

Runoff Coefficient prior to and after construction is 0.51.

construction is 0.51. The Little Swan Bridge Runoff Coefficient after construction will be 0.56. The Big Swan Bridge

No new impervious area is created by the Big Swan Bridge repair. The Little Swan Bridge Runoff Coefficient prior to

Approximately 0.035 acres of new impervious surface is created by the Little Swan Bridge replacement.

approximately 0.75 acres. The receiving waters are the Little Swan Creek and Big Swan Creek.

Soil disturbing activities include clearing and grubbing, and roadway grading. The total disturbed area for the project is pier cap concrete, repairing spalled areas on curbing and railing, and clearing vegetation and debris from under the bridge.

with a two span bridge with 11’ lanes and 6’-6" shoulders. Work on the Big Swan Creek Bridge includes repairing deteriorated

Work on the Little Swan Creek Bridge includes replacing the existing three span bridge with 11’ lanes and 3’ shoulders

Bridge (Milepost 391.50) located in Section 1E of the Natchez Trace Parkway.

This project consists of replacing the Little Swan Creek Bridge (Milepost 386.89) and repairing the Big Swan Creek

Project Description

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

must be approved by the CO.

Concrete washout - Install and maintain as per manufacturer’s specifications. Concrete washout device prior to removing the barrier.

sediment deposited behind the barrier by hand if sediment impedes proper function of the barrier and

Turbidity barrier - Inspect turbidity barrier daily and repair or replace immediately if damaged. Remove it becomes 0.5 feet deep at the fence.

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

Silt fence - inspect for buildup of excess sediment, undercutting, sags, and other failures. If the fabric end of the day.

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

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

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

Maintenance and Inspection Procedures

Remove all other perimeter controls when directed by the CO.

Remove silt fence 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.

where vegetation has not established.

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

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

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

Phase III Final Construction / Stabilization

Install a conrete washout prior to construction.

areas.

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

Provide silt fence around all stockpiled excavated roadway material. Apply temporary turf establishment to culverts.

and are stabilized (with vegetation, riprap, or pavement) before routing drainage through completed

Upon completion of culverts, ensure that culvert entrances, outlets, and outlet channels are at final grade

Install inlet protection prior to diverting water through inlets.

runoff.

At the end of each day�s grading operations, shape earthwork to minimize and control erosion from storm within 7 days. Apply permanent turf establishment to the finished slopes according to Section 624 and 625.

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

culverts as called out in the Erosion and Sediment Control plans. Install filter berms in ditches along the

Apply intermediate controls during rough grading operations. Install silt fence in areas surrounding the

Phase II Intermediate Controls

M

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D m 1-n a tr

1e e s n a r .d g n

:2

-S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NATCHEZ TRACE PARKWAY

TN PRA-NATR 1E10SE

114,016

NO.

NPS

In v . 7

.9

In v . 7

.9

’R x ’S x .2 ’ R

C B

C

720 7

72572

5 7

M

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D m -n a tr

1e e s ls p la n .d g n

:2

-S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NATCHEZ TRACE PARKWAY

TN PRA-NATR 1E10SE

114,016

NO.

NPS

PMIS NO.

160232A

N

SCALE IN FEET

0 25 50 barrier

Install Turbidity access construction

Install centerline Construction pavement

Edge of

(typ) shoulder edge of

Proposed

ZEHCTAN

ECART YAWKRAP

C r e e k

S w a n

L ittle ssec ca n oitcu rtsn oC fence snow temporary

Install

Fill limit (typ) pavement (typ)

Proposed edge of

(typ) fence silt

Install wall rock stacked

Historic dams check

Install

(SCHEDULE A)

PLAN

EROSION CONTROL

TEMPORARY

M2

S C

.3

C S

.4

S T

.4

Note:

1.Locate concrete washout at locations designated by the CO.

(See note 1) washout concrete

Install

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D m -n a tr

1e e s b s p la n .d g n

:4

-S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NATCHEZ TRACE PARKWAY

TN PRA-NATR 1E10SE

114,016

NO.

NPS

PMIS NO.

160232A M3

SCALE IN FEET

0 25 50

20’ pavement

Edge of

ZEHCTAN

ECART

YAWKRAP

B

IG

S W

A N

C R

E E

K

Sawcut pavement mill and overlay

-inch2 1Limit of 1 (typ) fence silt

Install

(SCHEDULE B)

PLAN

EROSION CONTROL

TEMPORARY

barrier

Install Turbidity

S S

E C

C A

N

OI

TCURT

SNOC

N

Sawcut pavement mill and overlay

-inch2 1Limit of 1

20’

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

SE

NPS

NO.

NO.PMIS

NATCHEZ TRACE PARKWAY

PRA-NATR 1E10 N2

N

TN

M

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D n 1-n a tr

1e d e to u r p la n .d g n

:3

-S e p -2

160232A

SHEET 2 OF 2

DETAIL A

DETAIL B

Notes:

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

(9)

(9)

(See note 1)

AHEAD

DETOUR

CLOSED

NORTH

PARKWAY

DETOUR

1 MILE

M P H.. .

ROAD

CLOSED

DETOUR

1500 FT

M P H.. .

DETOUR

500 FT

PARKWAY

NORTH

ROAD

CLOSED

NORTH

PARKWAY

DETOUR

TO

(9)

(10)

(12)

DETOUR

END

NORTH

PARKWAY

TO

DETOUR

DETOUR

(12)

(2)

(3)

(4)

(5)

(13)

(14)

(8)

(15)

(15)

(15)

(15) (11)

AHEAD

DETOUR

CLOSED

SOUTH

PARKWAY

(See note 1)

(13)

(12)

(11)

(10)

(9)

(8)

(7)

(6)

(5)

(4)

(3)

(2)

(1)

PARKWAY

DETOUR

SOUTH

PARKWAY

TO

DETOUR

SOUTH

z e h ct a N e c ar T n wo tr e m m u S ya wh gi H z e h ct a N yawkraP aibmul oC yawhgiH gi B nawS keerC

DETOUR

114,016

(SCHEDULE A)

DETAILS

DETOUR PLAN

SCALE IN FEET

5000 1000 t e ef

�MILE

e c ar T

0 fe et

BEGINNING XX/XX/XX

TO US ROUTE 412

FROM STATE ROUTE 20

PARKWAY NORTH CLOSED

BEGINNING XX/XX/XX

TO STATE ROUTE 20

FROM US ROUTE 412

PARKWAY SOUTH CLOSED

(15)

(14) y a w kr a P

See note 2

See note 3

3.

2.

1.

(16) (16)

(16)

(16)

(16)

ROAD

CLOSED

(On farm gate)

(10)

(17)

(1)

(18)

(17)

(17)

TO

PARKWAY

NORTH

DETOUR

(18)

(11)

TO

PARKWAY

DETOUR

SOUTH

Subsection 619.03 (a) and 619.11.

10 feet south of the existing pulloff that is 3500 feet south of State Route 412. See

Install a farm gate across the Parkway with two "ROAD CLOSED" signs mounted on it

Subsections 619.03 (a) and 619.11.

10 feet north of the existing pulloff that is 1200 feet south of the Little Swan Creek Bridge. See

Install a farm gate across the Parkway with two "ROAD CLOSED" signs mounted on it closure (signs (6) and (13)) at least seven calendar days prior to closing the Parkway.

Install the two construction signs providing advanced notification of the Parkway

(One per two barricades)

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D p 1-n a tr

1e s s p .d g n

:3

1:

-S e p -2

:3

A

M

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NATCHEZ TRACE PARKWAY

TN PRA-NATR 1E10SE

114,016

NO.

NPS

PMIS NO.

160232A P1

(SCHEDULE A)

STRIPING PLAN

PERMANENT

SCALE IN FEET

0 25 50

BRIDGE OVER LITTLE SWAN CREEK

Notes:

350’

350’

(Sta. 101+55) at 10-foot spacing, typ.

raised pavement markers white edge striping and

Limit of 4-inch solid yellow centerline striping

4-Inch double solid

(Sta. 111+95) at 10-foot spacing, typ.

raised pavement markers white edge striping and

Limit of 4-inch solid

See Detail E634-03 for striping.

See Detail E634-02 for raised pavement markers.

2.

1.

(Sta. 104+54.45)

Limit of double solid yellow centerline striping

Sawcut and tie to existing pavement

Begin parkway reconstruction

(Sta. 109+39.45)

Limit of double solid yellow centerline striping

Sawcut and tie to existing pavement

End parkway reconstruction at 10-foot spacing, typ.

white reflective material

Raised pavement markers, type D, white edge striping

4-Inch solid right approach (typ.)

on ends of approach walls for the

(OM-3R, 5" x 16", black on yellow)

Install object marker left approach (typ.)

on ends of approach walls for the

(OM-3L, 5" x 16", black on yellow)

Install object marker

P R

O J E

C T

S n a tr 1e

P r o j

D e v C

A D

D p 1-n a tr

1e s s p .d g n

:3

-S e p -2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NATCHEZ TRACE PARKWAY

TN PRA-NATR 1E10SE

114,016

NO.

NPS

PMIS NO.

160232A P2

(SCHEDULE B)

STRIPING PLAN

PERMANENT

SCALE IN FEET

0 25 50

BRIDGE OVER BIG SWAN CREEK

20’

’053

20’ 350’ at 10-foot spacing, typ.

raised pavement markers white edge striping and

Limit of 4-inch solid

Limit of double solid yellow centerline striping

Sawcut and tie to existing pavement

-inch milling and overlay2 1Limit of parkway 1 yellow centerline striping

4- Inch double solid

Limit of double solid yellow centerline striping

Sawcut and tie to existing pavement

-inch milling and overlay2 1Limit of parkway 1 at 10-feet spacing, typ.

raised pavement markers white edge striping and

Limit of 4-inch solid

Notes:

See Bridge Plans for additional work required on the Big Swan Creek Bridge.

See Detail E634-03 for striping.

See Detail E634-02 for raised pavement markers.

3.

2.

1.

at 10-foot spacing, typ.

white reflective material

Raised pavement markers, type D, white edge striping

4-Inch solid left approach (typ.)

on ends of approach walls for the

(OM-3L, 5" x 16", black on yellow)

Install object marker right approach (typ.)

on ends of approach walls for the

(OM-3R, 5" x 16", black on yellow)

Install object marker

Structure Number

-A u g -2

:2

P

M M

P R

O J E

C T

S n a tr 1e

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s L

IT

T L

S W

A N

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

of

DATESCALECHECKED BYDRAWN BYDESIGNED BYREVISIONSNO. DATE BY REVISIONS NO. DATE BY

STATE PROJECT

SHEET

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

5570-004P

NATCHEZ TRACE PARKWAY

TNSE

(SCHEDULE A)

LITTLE SWAN CREEK BRIDGE

BRP-1208JJO 29

PRA-NATR 1E10160232A

114016

Phillip BoinskeCN August 2014

-A u g -2

:2

P

M M

P R

O J E

C T

S n a tr 1e

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s L

IT

T

A N

P

R O J E

C T

S .d

DRAWING TITLE

GENERAL NOTES

R01

No Scale

INDEX OF DRAWINGS

DRAWINGS NO.

Abut. 1 Abut. 2

Wingwall A

Wingwall B

Wingwall C

Wingwall D

KEY

JEG

A C

T U

A L F I L E R

N

A T

R

E

L S

G N .D

G

Reinforcing Steel:

Prestressed Concrete Girders:

Prestressing Steel:

GEOTECHNICAL REPORT:

MATERIALS:

Live loads:

Dead loads:

DESIGN LOADS:

Construction:

Design:

SPECIFICATIONS:

GENERAL NOTES:

Concrete: 150 pcf.

Future Wearing Surface: 25 psf.

Provide 2" cover for reinforcing steel unless otherwise noted.

f’c = 9,000 psi at 28 days

HL-93

Lap splices 30 bar diameters unless otherwise shown.

f’ci = 7,500 psi at release

Structural Concrete:

Furnish reinforcing steel conforming to AASHTO M 31 (ASTM A615), Grade 60 deformed.

For boring logs and other geotechnical information, see Geotechnical Report No. 15-13.

U.S. Customary Units.

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-03 f’c = 5,000 psi at 28 days

", unless otherwise noted.4 3Chamfer exposed edges

Pre-tension each strand to a total load of 31,000 lb at which load fpi = 0.75 fpu = 202.5 ksi.

The final estimated effective prestress force per strand is 39,745 lb for interior beams and 39,800 lb for exterior beams; based on estimated losses of 19.35 ksi and 19.10 ksi, respectively.

conforming to AASHTO M 203.

Bearings:

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

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

AASHTO LRFD Bridge Design Specifications, Sixth Edition, U.S. Customary Units, 2012, with 2013 Interim.

Use uncoated reinforcing steel in pier, abutments and wingwalls unless otherwise noted.

unless otherwise noted.

Furnish Class D(AE) concrete for precast deck panel and approach slabs.

Use epoxy coated reinforcing steel in precast deck panels and approach slabs and diaphragms

Furnish Ultra -high Performance concrete for closure pours and haunches.

Furnish Class P concrete for prestressed girders units

Furnish Grade 270, 0.6" diameter, seven-wire, uncoated, low-relaxation, prestressing strands and cast-in-place footings.

Furnish Class A(AE) concrete for precast pier, precast abutments, precast wingwalls

Boring Log

Reinforcing Bar List-4

Reinforcing Bar List-3

Reinforcing Bar List-2

Reinforcing Bar List-1

Prestressed Concrete Pile Details

Approach Slab

Expansion Joint Details

Bearing Details

Natchez Trace Railing Detail-2

Natchez Trace Railing Detail-1

Girder Detail

Deck Panels

Typical Section

Deck Elevations

Framing Plan

Pier Reinforcement

Pier Layout

Wingwall C and D Details

Wingwall A and B Details

Wingwall Layout

Abutment 2 Reinforcement

Abutment 2 Layout

Abutment 1 Reinforcement

Abutment 1 Layout

Foundation Layout

Plan and Elevation

Site Plan

General Notes

NO.

REGION

NPS

NO.

PMIS NO.

TNSE PRA-NATR 1E10160232A

114016

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

JJO Phillip BoinskeCN

Structure Number

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

5570-004P

NATCHEZ TRACE PARKWAY

(SCHEDULE A)

LITTLE SWAN CREEK BRIDGE

BRP-120829 August 2014

-A u g -2

:2

P

M M

P R

O J E

C T

S n a tr 1e

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s L

IT

T

A N

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

5570-004P

NATCHEZ TRACE PARKWAY

TNSE

(SCHEDULE A)

LITTLE SWAN CREEK BRIDGE

BRP-1208JJO 29

PRA-NATR 1E10160232A

114016

Phillip BoinskeCN August 2014

-A u g -2

:2

P

M M

P R

O J E

C T

S n a tr 1e

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s L

IT

T

A N

P

R O J E

C T

S .d

NO. DATE BY REVISIONS NO. DATE BY REVISIONS

R02

PLAN

106+00 107+00 Parkway

L Natchez TraceC

Bridge length = 241’-5"

5 7

SITE PLAN

Elev. 747.16

Sta. 108+06.42

End Bridge

Little Swan Creek

241’-4"

JEG As shown

A C

T U

A L F I L E R

N A

T R

E L S S I T

E .D

To Tupelo, MS

To Nashville, TN

L PierC

Elev. 746.75

Sta. 105+65

Begin Bridge

120’-8"120’-8" "4 131’-3"4

131’-3

Not to scale

R

(Typ.)

Deck drain

C

5’-0"

10’-0"

PLAN

" = 1’-0"4 1Scale:

A A superstructure

Outside face of

5’-0"

SECTION A-A

Riprap splash block

Groundline

Finished

Groundline

Finished 6" of Selected back fill to the outside face of superstructure

This side of splash block parallel

Riprap, Class 3

L Deck drain outlet

SPLASH BLOCKS FOR DECK DRAIN OUTLETS

(Typ.)

splash block

Deck drain

NO.

REGION

NPS

NO.

PMIS NO.

TNSE PRA-NATR 1E10160232A

114016

PROJECT TEAM LEADERSCALECHECKED BYDRAWN BYDESIGNED BY

JJO Phillip BoinskeCN

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

5570-004P

NATCHEZ TRACE PARKWAY

(SCHEDULE A)

-A u g -2

:2

P

M M

P R

O J E

C T

S n a tr 1e

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s L

IT

T

A N

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

5570-004P

NATCHEZ TRACE PARKWAY

TNSE

(SCHEDULE A)

LITTLE SWAN CREEK BRIDGE

BRP-1208JJO 29

PRA-NATR 1E10160232A

114016

Phillip BoinskeCN August 2014

-A u g -2

:2

P

M M

P R

O J E

C T

S n a tr 1e

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s L

IT

T

A N

P

R O J E

C T

S .d

120’-8" 120’-8"

241’-4"

Elev. 746.75

Sta. 105+65

Begin Bridge

106+00 107+00

108+00 Elev. 747.16

Sta. 108+06.42

End Bridge

To Tupelo, MS To Nashville, TN

Litle Swan Creek

PLAN

120’-8" 120’-8"

241’-4"

-0.52%

1:2

Abutment 1 at 18’-0" left of L

Existing ground line C

Cat 18’-0" right of L

Existing ground line

Abutment 2

Cline at L

Existing ground

1:

ELEVATION

Fix FixEXP. EXP.

Pier

PLAN AND ELEVATION

R03

N

Low steel elevation: 739.80

Bridge Length = 241’-5"

A C

T U

A L F I L E R

N A

T R

E

L S P

E .D

G N

Parkway

L Natchez traceC

0.93%

JJO No scale 3

R

"4 131’-3 "4

330’-10

"2 130’-11"2

130’-11

(Typ.) (See Note 1)

Deck drain stationing.

1. See "DECK ELEVATION" sheet for deck drain

Note:

NO.

REGION

NPS

NO.

PMIS NO.

TNSE PRA-NATR 1E10160232A

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

5570-004P

NATCHEZ TRACE PARKWAY

(SCHEDULE A)

-S e p -2

1:

P

M M

P R

O J E

C T

S n a tr 1e

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s L

IT

T

A N

R

N A

T R -1

E

(L

S

F L .D

ELEVATION

Nominal Service bearing resistance

Sta. 108+06.42

End Bridge

Sta. 106+85.71

A C

T U

A L F I L E R

N A

T R

E

L S F L .D

G N

R04

FOUNDATION LAYOUT

JJO

Sta. 105+65.00

Begin Bridge

7’-6" 7’-6"

4’-6"

Elev. 736.32

PLAN

LC Footing

LC Footing

6"

6"

LC Footing

No scale 4

PIER

To Tupelo, M S

To Nashville, TN

Abutment 2

Pier

Abutment 1

Location

ABUTMENT 2ABUTMENT 1

C

Elev. 731.45

Elev. 723.80

Elev. 736.83

Elev. 708.30

Elev. 727.17

Elev. 730.17

10’-0"

5’-6"

Parkway

L Natchez Trace

S p a

S p a

°3 ’2

78°28 ’28"

3°14’52"

Sta. 105+41.38

T y p

2°44 ’39"

10’-0"

2°37’27"

2’-6"5’-0"2’-6"

2 2

8.00 ksf

8.00 ksf

8.00 ksf

235 kips

235 kips

235 kips

Required Ultimate pile capacity per pile

Test Pile

°5 ’2

°4 ’6

2°56’38"

Sta. 105+54.86

4. Prebore piles according to Subsection 551.07.

3. Furnish pile steel shoes according to Subsection 551.03(c)(7).

B DETAILS" or "WINGWALL C AND D Details", sheets.

2. For wingwall footing details, see "WINGWALL A AND immediately prior to placing concrete.

1. Verify the bearing capacity of the supporting strata

Notes:

Elev. 709.70*Elev. 709.70*Elev. 709.70*

*Estimated pile tip elevation.

NO.

REGION

NPS

NO.

PMIS NO.

TNSE PRA-NATR 1E10160232A

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

5570-004P

NATCHEZ TRACE PARKWAY

(SCHEDULE A)

LITTLE SWAN CREEK BRIDGE

BRP-120829 August 2014

"16

23’-7 "8

10’-1

-A u g -2

:2

P

M M

P R

O J E

C T

S n a tr 1e

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s L

IT

T

A N

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

5570-004P

NATCHEZ TRACE PARKWAY

TNSE

(SCHEDULE A)

LITTLE SWAN CREEK BRIDGE

BRP-1208JJO 29

PRA-NATR 1E10160232A

114016

Phillip BoinskeCN August 2014

-A u g -2

:2

P

M M

P R

O J E

C T

S n a tr 1e

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s L

IT

T

A N

P

R O J E

C T

S .d

Elev. H

Elev. G

Elev. F

Elev. E

(Typ.)

Elev. I

Elev. J

Elev. A

Level

CL Girder/Bearing

(Typ.)

Detail A plastic pipe @ 2% slope

1" Geocomposite

1’-0"

ELEVATION

Elev. Abutment 1

A

B

C

D

E

F

G

H

I

VIEW A-A

DETAIL A

" = 1’-0"2 1Scale: 1

" = 1’-0"8 3Scale:

ELEVATION

" = 1’-0"8 3Scale:

ABUTMENT 1 LAYOUT

As shownJJO 5

R05

748.14

746.34

745.35

743.55

741.33

740.71

740.08

739.46

738.83

Notes:

Elev. B

Elev. C

J 726.80

" = 1’-0"8 3Scale:

PLAN

Top of backwallElev. D

A C

T U

A L F I L E R

N A

T R

E

L S

A b u t

.D

G N

L sheet drain

1" Geocomposite sheet drain

(Collector pipe) plastic pipe7’-0" 7’-0" 7’-0" 7’-0"

A

A

L

C Bearings "4

33’-5 "2 17’-9

(Typ.)

L C Natchez Trace

Parkway

19’-0" 19’-0"

38’-0"

1°21’16"

"2 12 "2

"*4 3 Face of backwall

42’-0"

LC Abutment

"8 33’-4

"4 37’-3"2

17’-9

(Typ.) (Typ.)

10’-0"

2’-2" 3’-4"1’-2"

3’-4"

1’-0"

LC Bearing

1’-6"

1’-6" abutment stem.

non-perforated drain pipe through finish grade.

1. Adjust elevation of weepholes to outlet 6" above

C Footing

Level

S e e N o te of bearing/Natchez Trace Parkway

* Distance from centerline of footing to centerline sheet drain

1" Geocomposite

3’-4" footing

Cast-in-place

Cast-in-place footing

L WeepholeC abutment

Face of filter

Removable abutment

Face of

Not to scale

WEEPHOLE FILTER

GROUTED SPLICE COUPLER TOLERANCES

Shim pack height

Dowel height measured from a common reference point splice coupler, and foundation dowels

Location of column reinforcing grouted

Gap between dowels and column reinforcing

1+/-

3 +/- 4

Consult manufacturer

Consult manufacturer

Steel shim packDowels coupler Grouted splicecolumn

Precast

Non-shrink grout

(Typ.)

Grout ports

Not to scale

GROUTED SPLICE COUPLER DETAIL

foundation Cast-in-place

ESTIMATED QUANTITIES (ABUTMENT 1)

Item Unit Quantity

Reinforcement steel

Class A(AE) Concrete lb.

cu.yd.

filter

Weephole

21,808

NO.

REGION

NPS

NO.

PMIS NO.

TNSE PRA-NATR 1E10160232A

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

5570-004P

NATCHEZ TRACE PARKWAY

(SCHEDULE A)

-A u g -2

:2

P

M M

P R

O J E

C T

S n a tr 1e

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s L

IT

T

A N

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

5570-004P

NATCHEZ TRACE PARKWAY

TNSE

(SCHEDULE A)

LITTLE SWAN CREEK BRIDGE

BRP-1208JJO 29

PRA-NATR 1E10160232A

114016

Phillip BoinskeCN August 2014

-A u g -2

:2

P

M M

P R

O J E

C T

S n a tr 1e

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s L

IT

T

A N

P

R O J E

C T

S .d

C

T U

A L F I L E R

N A

T R

E

L S

A b u t

R e in f.

D G

N

ABUTMENT 1 REINFORCEMENT

R06

6JJO As shown

9 Spa. @ 12" = 9’-0"3"

(Typ.)

SECTION A-A

" = 1’-0"8 3Scale:

#9AF1

6"

=3’-0"

6 Spa.@ 6"

#5A17 n.f. f.f.

L BearingC

S p a

A e .f

#9AF2

C

" = 1’-0"8 3Scale:

ELEVATION

41 Spa. @ 21" = 41’-0" (#9AF1) (Top)3" 3"

6 Spa.@ 12"= 6’-0" 7 Spa.@ 12"= 7’-0"12" 12" 7 Spa.@ 12"= 7’-0" 12" 7 Spa.@ 12"= 7’-0" 6 Spa.@ 12"= 6’-0"12"4"

(Typ.)

34 Spa.@ 12" = 34’-0"

A e .f

L Structure

82 Spa. @ 6" = 41’-0" (#9AF1) (Bott.)

#5A16

A

A

#5A15

T y p

C

Parkway

L Natchez Trace

A

S p a

" #5A13 #

A

S p a

#5A13

34 Spa. @ 12" = 34’-0"

#5A14

" = 1’-0"8 3Scale:

PLAN

S p a

A

A

#5A17 (Typ.)

#5A17

#5A17

#9AF3

#9A6

#9A5 e .f T y p

A

S p a

#5A12

#9A5 (e.f), #7A7

A e .f

S p a

#9A1 or #9A2, or #9A3, or #9A4, or #9A5

#7A18

(e.f.)

#9A6 (e.f.)(Typ.)

#9A6 (e.f.)

37 spa. @ 12" = 37’-0" (9AF3) match w/ #9A6

(Typ.)

#9AF3

#9A1 (e.f.)

(Typ.)

#5A7

S p a

A e .f

A

(Typ.)

#5A10

#5A11

#5A11

#5A11

#5A9

S p a

A o r

A

#9A1 (e.f), #7A7 #9A2 (e.f), #7A7 #9A3 (e.f), #7A7 #9A4 (e.f), #7A7

#5A13

#5A12

#7A19

#7AF4

#9AF2 (Top & Bott.)

(Typ.)

#9A25

3-#9A25

S p a f.

f.

n .f

A n .f

S p a

A f.

f.

S p a

A n .f

S p a

A f.

f.

(f.f.)

#7A23

#7A7

#7A23 (f.f.)

#5A22 (n.f.)

(f.f.)

#7A21

(n.f.) (Typ.)

or #5A24 or 9A25

#5A20 or #5A22

(f.f.) (Typ.)

or #5A24 or 9A25

#5A21 or #5A23

(Typ.)

#9AF1

#5A14, or #5A26

#5A26

#5A14

NO.

REGION

NPS

NO.

PMIS NO.

TNSE PRA-NATR 1E10160232A

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

BRP NO.

5570-004P

NATCHEZ TRACE PARKWAY

(SCHEDULE A)

-A u g -2

:2

P

M M

P R

O J E

C T

S n a tr 1e

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s L

IT

T

A N

P

R O J E

C T

S .d g n

PROJECT TEAM LEADER BRIDGE DRAWING

NO.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

REGION

BRP NO.

NPS

NO.

PMIS NO.

5570-004P

NATCHEZ TRACE PARKWAY

TNSE

(SCHEDULE A)

LITTLE SWAN CREEK BRIDGE

BRP-1208JJO 29

PRA-NATR 1E10160232A

114016

Phillip BoinskeCN August 2014

-A u g -2

:2

P

M M

P R

O J E

C T

S n a tr 1e

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s L

IT

T

A N

P

R O J E

C T

S .d

ABUTMENT 2 LAYOUT

1’-6"

Elev. A

Elev. F

(Typ.)

Elev. BLevel

Level

Detail A plastic pipe plastic pipe

(collector pipe) plastic pipe @ 2% slope sheet drain

1" Geocomposite

1’-0"

ELEVATION

Elev. Abutment 2

A

B

C

D

E

F

G

H

I

VIEW A-A

DETAIL A

" = 1’-0"2 1Scale: 1

L BearingsC

" = 1’-0"8 3Scale:

" = 1’-0"8 3Scale:

PLAN

ELEVATION

" = 1’-0"8 3Scale:

Elev. E

Elev. G

Elev. H

Elev. I

CL Footing

7’-0" 7’-0" 7’-0" 7’-0"

Elev. D

Elev. C

Elev. J

(Typ.) (Typ.)

J

JJO As shown 7

R07

741.12

748.54

745.78

746.74

743.98

741.74

740.49

739.24

730.17

Notes:

A

C T

U A

L F I L E R

N A

T R

E

L S

A b u t

.D

G N

C

Parkway

L Natchez Trace

1’-6"

2’-2" 1’-2" 3’-4"

3’-4"

10’-0"

3’-4"

1’-0"

C BearingL

42’-0"

CL Abutment

Top of backwall

Top of backwall*"4

1°21’16"

(Typ.)

L Girder/Bearing

(Typ.)

C

(Typ.) (Typ.)

abutment stem.

non-perforated drain pipe through finish grade.

1. Adjust elevation of weepholes to outlet 6" above

739.86

"2 17’-9"2

17’-9"4 37’-3

"2 13’-4

"4 33’-5

38’-0"

19’-0"

1’-9""2

19’-0"

(Typ.)

1’-9" sheet drain

1" Geocomposite

A

A sheet drain

1" Geocomposite of…