Plans - TN ERFO FS 2019-1(4).pdf

Title Sheet

Symbols And Abbreviations

Location Map

Typical Sections

Tabulation of Quantities

Construction Plans And Profiles (Round Knob Road)

Erosion & Sediment Control Narrative

Standards And Details

Cross Sections

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

PLANS PREPARED BY

GREENE COUNTY, TENNESSEE

EASTERN FEDERAL LANDS HIGHWAY DIVISION

ASHBURN, VIRGINIA

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH: 2.30 Miles

ADT (2021)

ADT (2031)

DHV

%Truck

D

V (MPH)

N/A

50/50

None

SPECIFICATIONS:

DESIGN DESIGNATION:

e(max) N/A

C/A None

<100

<100

GREYSTONE MOUNTAIN SPUR & GREENE MOUNTAIN ROAD

SLIDE REPAIR & ROADWAY RESURFACING ON ROUND KNOB ROAD,

TN ERFO FS 2019-1(4)

culverts is also included.

Other miscellaneous work such as cleaning and replacing of gabion walls, and replacement of existing gabion walls.

This project consists of roadway resurfacing, construction

Know what'sbelow.

before you dig.Call

R

U.S. Department of Transportation

Administration

Federal Highway

SHEET

NO

A01

A02-A03

A04-A05

B01-B07

C01

D01-D06

M01

S01-S07

T01-T46

LANE MILES:

DISASTER NO. TN2019-1-FS

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

"Standard Specifications for Construction of Roads

U.S. DEPARTMENT OF AGRICULTURE

U.S. FOREST SERVICE

CHEROKEE NATIONAL FOREST

BRIDGE:

ROAD: WIDTH

10' - 14'

13'

SURFACE BASE

N/A N/A

SUBGRADE

6" Agg. N/A N/A

6" Agg.

13' N/A N/A6" Agg.

N/A

Round Knob Road (FS-88)

JULY, 2022

Project Manager

DAN WESTON

Lead Designer

CHRIS BURNELL

Highway Design Manager

MICHAEL TOOMER

SCALE IN MILES

70 70

KEY MAP

STATE OF TENNESSEE

NASHVILLE KNOXVILLE

MEMPHIS

CHATTANOOGA

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

INTERSTATE

N

Greystone Mountain Spur (FS-88A)

Greene Mountain Road (FS-98)

Spur (FS-88A)

Greystone Mountain

Road (FS-88)

Round Knob

Road (FS-98)

Greene Mountain

N/A

50/50

None

N/A

None

<100

<100

N/A

50/50

None

N/A

None

<100

<100

TN ERFO FS 2019-1(4)

TN ERFO FS 2019-1(4)

Road (FS-98)

Greene Mountain

Road (FS-88)

Round Knob

Spur (FS-88A)

Greystone Mountain

NO SCALE

K01-K02 Drainage Profiles

Road Number

Forest Service

A

A

FS-88

FS-88A

FS-98

Round Knob Road

Greystone Mountain Spur

Greene Mountain Road

2.11

0.10

0.09

100+40 to 212+00

400+00 to 405+40

500+10 to 504+70

DescriptionSchedule Station to Station (miles)

Length

2.30 Miles

A06-A12 Survey Control Data

A13 Alignment Data

M02-M08 Erosion & Sediment Control Plans

N

C02-C04 Summaries and Schedules

E01-E08 Construction Plans And Profiles (Greene Mountain Road)

:0

P

M

F e b r u a r y

S h e e t

A

T it le

S h e e t

C

P R

O J E

C T

S

F S

\T N

\2

-1 (4

H

W Y

D

E S

\C A

D D

\A

T N

E

R F

O

F S

-1

(4 tt l.

d g n

STATE PROJECT

NUMBER

SHEET

TN TN ERFO FS 2019-1(4) A01

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

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

SYMBOLS AND ABBREVIATIONS

CHEROKEE NATIONAL FOREST

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

:4

J u n e

S

H E

E T

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\A -A

T

N E

R F

O F

S -1

(4 s y m

.d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) A02

N

AREA PATTERN

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

Gabion Wall Section

Riprap

NTS Not to Scale

SYMBOLS AND ABBREVIATIONS

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

:4

J u n e

S

H E

E

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p

\C u rr e n t W o rk

\T N

E R

F O

F S

-1 (4

C

A D

D \A

-A

T N

E

R F

O

F S

-1

(4 s y m .d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) A03

TN ERFO FS 2019-1(4)

TN ERFO FS 2019-1(4)

work limits, and staging area.

See Sheet A05 for detailed map, (Sta. 400+00 to Sta. 405+40)

Greystone Mountain Spur

(Sta. 100+40 to Sta. 212+00)

Round Knob Road and work limits.

See Sheet A05 for detailed map

(Sta. 500+10 to Sta. 504+70)

Greene Mountain Road

M il e s

A s h e v il le

N C

M il e s

Jo h n s o n C it y T N

NOT TO SCALE

LOCATION MAP

Sheet 1 of 2

:3

J u n e

S h e e t

A

L o c a ti o n

M a p

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\A -A

T

N E

R F

O F

S -1

(4 lo c .d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) A04

BEGIN WORK

BEGIN WORK

BEGIN WORK

END WORK

END WORK

END WORK

-82.680454°

36.064871°

STA. 100+40

ROUND KNOB ROAD

-82.685389°

36.086474°

STA. 212+00

ROUND KNOB ROAD

-82.68812°

36.072128°

STA. 405+40

MOUNTAIN SPUR

GREYSTONE

-82.687107

36.071193°

STA. 400+00

MOUNTAIN SPUR

GREYSTONE

-82.7767361°

36.0206525°

STA. 504+70

GREENE MOUNTAIN ROAD

-82.7762251°

36.0198701°

STA. 500+10

GREENE MOUNTAIN ROAD

See Typical Section & Sheet DO1-D04

STA. 121+83 to STA. 123+64

GABION WALL SECTION

See Typical Section & Sheet DO5-D06

STA. 208+85 to STA. 210+30

GABION WALL SECTION

For work on Greene Mountain Road

See Typical Section & Sheets E01-E08

Mountain Spur at all times.

Mountain Spur and Ggreystone

Round Knob Road up to Greystone construction. Maintain access to

Mountain Spur during

Round Knob Road past Greystone

Close Greene Mountain Road and

NOTE:

N

SCALE IN MILES

0.0 0.3 0.6 for the staging area.

Use Round Knob Road Parking Area

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

LOCATION MAP

Sheet 2 of 2

:3

M a y

S h e e t

A

Z o o m

L o c a ti o n M p

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\A -A

T

N E

R F

O F

S -1

(4 lo c .d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) A05

CAP2817.9692947506.382650748.48207

CAP2809.872947507.405650937.838206

CAP2807.7322947381.756651086.0048205

CAP2810.5222947553.897651220.6318204

CAP2812.5212947831.066651226.944108203

CAP2795.0852947960.934651494.8748202

CAP2765.182948275.292651817.8648201

CAP2771.0282948264.601651694.4858200

CAP2762.2942948213.112651941.328145

CAP2757.8842948210.837652112.1118144

CAP2744.4842947932.785652097.4978143

CAP2740.7782947805.182652277.0548142

CAP2737.8272947639.329652315.4698141

CAP2730.8712947507.745652543.4718139

CAP2727.9532947375.615652625.1638138

CAP2723.6222947384.206652773.1468137

CAP2721.4132947253.327652843.6148136

TBAR2717.9672947214.485652991.9488135

CAP2715.2362947239.84653140.0398134

CAP2710.0452947143.074653311.1238133

CAP2695.0752947294.373653455.5128132

CAP2683.5712947286.965653580.1618131

CAP2666.3242947404.718653718.6948130

CAP2636.6292947766.126653815.3928129

CAP2620.5622947856.005653971.88128

CAP2609.742947833.511654101.6988127

CAP2594.3882948000.607654170.9978126

CAP2583.442948094.196654284.6818125

CAP2573.6892948002.915654313.6438124

CAP2551.4572947766.133654439.3838123

TBAR2545.7212947738.781654488.8058122SL

CAP2533.1782947764.704654608.2718122

CAP2519.842947685.616654754.9968121

CAP2501.0252947798.789654974.1698120

CAP2471.0582947485.204655027.1718119

TBAR2450.4552947400.956655237.5488118

CAP2433.1492947376.359655462.028117

CAP2417.3262947203.332655524.4018116

CAP2398.1372947026.943655404.7438115

CAP2379.292946930.659655229.9838114

CAP2360.0122946727.865655119.9428113

CAP2342.3232946762.403654915.0038112

CAP2329.7312946639.302654841.0188111

CAP2314.5292946578.062654650.2378110

CAP2290.4172946495.064654314.0948109

CAP2227.872946251.605654863.9328108

CAP2213.4262946135.886654951.7598107

CAP2200.0032945973.706654821.7348106

CAP2160.8132945696.125655193.2498105

CAP2140.3672945452.758655218.2878104

CAP2108.9392945079.959655096.7958103

CAP2085.4292944772.25655046.7378102

NUMBER

REMARKSELEVATIONEASTINGNORTHINGPOINT

CAP3081.1172949374.159647031.4588301

CAP3073.7492949448.916647248.5818225

CAP3059.0812949220.457647440.1318224

CAP3045.2362949141.289647650.0768223

CAP3033.4562948986.408647717.1818222

CAP3028.6552948971.171647868.6428221

CAP3011.3582948685.182648018.6858220

CAP3000.1922948501.477648153.6418219

CAP2976.8182948192.118648356.8658218

TBAR2967.1622948050.36648353.1648217SL

CAP2961.6912947948.436648340.4268217

TBAR2959.2412947918.137648363.6428216SL

CAP2947.3912947744.663648488.9918216

CAP2924.3342947533.33648578.6388215

CAP2884.92947382.156648894.9688214

CAP2865.5622947372.967649124.5788213

CAP2862.6582947415.386649428.6178212

CAP2845.8922947297.747649838.5558211

CAP2840.7682947367.716650039.798210

NAIL2837.1732947382.978650149.7018209SL

CAP2835.7642947423.741650350.948209

CAP2830.4152947269.264650500.6718208

NUMBER

REMARKSELEVATIONEASTINGNORTHINGPOINT

PROJECT SURVEY CONTROL POINTS

PROJECT COORDINATE SYSTEM

Project Site : Round Knob RD.

Geoid Model : GEIOD18 (Conus)

Vert. Datum : NAVD 1988 (Conus)

Hor. Datum : NAD 1983 (Conus)

Zone : Tennesse 4100

Coordinate System : US State Plane 1983

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

SURVEY CONTROL DATA

ROUND KNOB ROAD

Sheet 1 of 6

:1

M a y

S h e e t

A

S u r v e y

I n f o r m a ti o n

R

K

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\A -A

T

N E

R F

O F

S -1

(4 s u r.

d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) A06

SURVEY CONTROL POINTS REFERENCES

8"Ø

C M

P x .9

10"Ø

8"Ø

CAP

CP

CAP

CP

CAP

CP

CAP

CP

AZ 80.

76°

311.7 5'

AZ 93.31°

166.98'

To 81 03 ->

SIGN

CHEROKEE NF

AZ 260

.76°

311.7 5'

A Z

.3

.5

AZ 7

1.9

5° .1'

<- To

To

4 -

A Z

.7

.5

AZ 2

51.

95°

.1' AZ 95.87°

244.65' To 8105 ->

To

AZ 275.87°

244.65'

A Z 1.

9.

A Z

.2

.7

T o

<- To 8104

NTS NTS NTS NTS

OAK

21"Ø

POPLAR

TULIP

16"Ø

C P P x .3

CAP

CP

A Z

.4

.0

- T o

A Z

.2

.7

A Z 1.

7.

To

NTSNTS

12"Ø

CAP

CP

CAP

CP

CAP

CP

CAP

CP

T o

A Z

.1

.3

A Z .2 8°

7.

To

A Z 127.2°

145.27'

A Z

.9

.2

T o

T o

A Z

.1

.3

AZ 7

0.9

6°14 .65

A Z

.8

.2

T o

A Z

.8

.3

A Z

.8

.2

T o

NTSNTSNTS

C M

P x .3

18"x25.16'

CMP

OAK

16"Ø

CAP

CP

CAP

CP

CAP

CP

A Z

.4

.8

T o

A Z

.8

.3

T o

AZ

8.

3.

T o

A Z

.4

.8

AZ

.5 1°23

0.

To

NTSNTS

OAK

12" Ø

CMP

12"/18"x25.35'

CAP

CP

CAP

CP

CAP

CP

T o

A Z

.8

.5

AZ

1.

0.

T o

A Z

.8

.5

AZ

.8 5°

3.

AZ 7

5.75

80.8

3'

T o

To 8117 ->

AZ 109.83°

183.93'

NTS NTS

C M P

15"x25.14'

C M P

"x2

.6

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

N N N N

N N N

NN

NN

NOT TO SCALE

Sheet 2 of 6

:2

M a y

S h e e t

A

S u r v e y

I n f o r m a ti o n

R

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\A -A

T

N E

R F

O F

S -1

(4 s u r.

d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) A07

CAP

CP

TBAR

CP

CAP

CP

T o

A Z

.7

.8

A Z

.0

.4

AZ 289.83°

183.93'

<- To 8116

T o

A Z

.7

.8

T o

A Z

.1

.6

T o

To 8120 ->

AZ 99.59°

318.03'

A Z

.1

.6

A Z

.7

.6

NTS NTS NTS

N N N

15"x28.74'

"x

.1 ' C

M P

CAP

CP

<- To 8119

AZ 279.59°

318.03'

A Z

.3

.6

T o

NTS

N

CMP15"

x29 .15

6"Ø

CAP

CP

CAP

CP

CAP

CP

TBAR

8122SL

CP

CAP

CP

CAP

CP

A Z

.6

.6

T o

A Z

.3

.6

T o

T o

S

L

A Z

.2

.2

A Z

.6

.6

- T o

A Z 128.73°

38.26'

To 8124 ->

AZ 117.97°

268.1'

A Z

.0

.4

AZ 284.7°

31.12'

A Z

.2

.2

T o

To

A Z

.4

.2

AZ 107.6°

95.77'

AZ 297.97°

268.1'

<- To 8123

A Z

.9

.4

NTSNTSNTSNTS

NNNN

IN

V

.4 2'

IN

V

.48

CMP18

"x

.27

15"Ø

C M

P "x

.8

CMP

15"x26.28'

IN

V

.2

IN

V

.9

C M

P x .8

CAP

CP

CAP

CP

CAP

CP

CAP

CP

CAP

CP

A Z

.2

.9

AZ 2

.47

°18 0.9

A Z

.4

.2

AZ

.5 °53

.0 1'

To

To

8"Ø

To

AZ 6

7.4

7°18 0.9

A Z .8

.6

A Z

.1

.8

T o

A Z

.8

.3

To 8

AZ 262.

93°

119.05

AZ 2

55.

02° .12

A Z

.8

.3

T o

A Z

.3

.8

To

To 8

AZ 7

5.0

2° .12

NTS NTS NTS NTS

N N

N N

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

Sheet 3 of 6

:2

M a y

S h e e t

A

S u r v e y

I n f o r m a ti o n

R

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\A -A

T

N E

R F

O F

S -1

(4 s u r.

d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) A08

CMP

15"x30.69'

CAP

CP

CAP

CP

To

AZ 125.9°

26.83'

A Z

.6

.8

A Z

.3

.8

To

.3

.1

NTS

N

CMP

15"x

30.3 0'

MAPLE

7"Ø

TBAR

CP

CAP

CP

CAP

CP

T o

A Z

.5

.5

A Z .3

.1

AZ 102.43°

28.86'

To

- T o

A Z

.5

.5

A Z

.7

.2

T o

A Z .7

.3

A Z

.3

.3

T o

T o

A Z .7

.2

NTSNTSNTSNTSNTS

NNN

8"Ø

C M P

"x

.2

IN

V .8

IN

V .5

8"Ø

C M P

"x

.5

CAP

CP

CAP

CP

CAP

CP

CAP

CP

T o

A Z .3

.2

AZ 121.73°

155.34'

A Z

.0

.5

A Z

.0

.2

T o

A Z

.5

.2

T o

A Z

.3

.2

A Z

.9

.9

AZ 118.3°

148.64'

T o

A Z

.3

.3

A Z

.2

.3

NTSNTS

NN

20"Ø

CAP

CP

CAP

CP

CAP

CP

T o

A Z

.6

.2

AZ 103.04°

170.24'

A Z .5

- T o

A Z

.0

.2

To 8144 ->

AZ 86.99°

278.44' A Z 2.

.4 6'

A Z

.6

.2

- T o

POPLAR

TWIN

20"&22"Ø

NTS NTS

N

N

CAP

CP

CAP

CP

CAP

CP

CAP

CP

T o

A Z

.2

.8

AZ 266.99°

278.44'

<- To 8143

T o

A Z

.2

.2

A Z

.2

.8

T o

- T o

A Z

.2

.2

A Z

.9

.8

AZ

6.

3.

4'

To

NTS NTS NTS

N

N N

CAP

CP

CAP

CP

CAP

CP

CAP

CP

T o

A Z

.2

.8

AZ 266.99°

278.44'

<- To 8143

T o

A Z

.2

.2

A Z

.2

.8

T o

- T o

A Z

.2

.2

A Z

.9

.8

AZ

6.

3.

4'

To

NTS NTS NTS

N

N N

CAP

CP

A Z

.8

.7

AZ

.6 8°

3.

4'

To

T o

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

Sheet 4 of 6

:2

M a y

S h e e t

A

S u r v e y

I n f o r m a ti o n

R

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\A -A

T

N E

R F

O F

S -1

(4 s u r.

d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) A09

CP

CAP

CP

CAP

CP

CAP

108203

CP

CMP

18"x34.52'

<- To 8204

AZ 268.7°

277.24'

T o

A Z

.8

.7

To

To 108204 ->

AZ 88.7°

277.24'

A Z .9 7°

8.

A Z

.7

.2

A Z 1.

8.

To

To

T o

A Z

.3

.4

A Z

.7

.2

- To

A Z

.9

.6

NN

N

N

CAP

CP

CAP

CP

CAP

CP

NAIL

8209SL

CP

CAP

CP

12"Ø

CM

P

15"x24.59'

T o

A Z

.3

.4

A Z .7

.9

A Z .1

.1

AZ

3.

3.

To

A Z .7

.9

To

A Z .1

.1

To

- To

A Z .1

.1

AZ 112.92°

7.02'

A Z

.4

.3

T o

S

L

T o

A Z

.4

.3

A Z

.9

.9

T o

A Z

.1

.0

NTSNTSNTSNTS

N N N N

CMP

24" x36 .84

MAPLE

16"Ø

CAP

CP

T o

A Z

.1

.0

A Z

.9

.4

T o

AZ 101.83°

20.18'

NTS

N

INV 2841.58'

INV 2843.97'

MAPLE

9"Ø

CMP

15"x27.05'

CAP

CP

CAP

CP

CAP

CP

T o

A Z

.7

.7

A Z

.8

.5

A Z

.4

.6

T o

T o

A Z .9

.9

.7

.7

T o

T o

A Z

.9

.4

A Z

.9

.9

AZ 108.82°

7.84'

T o

NTS NTS NTS

NNN

21"Ø

15"Ø

OAK

12"Ø

15"Ø

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

Sheet 5 of 6

:2

M a y

S h e e t

A

S u r v e y

I n f o r m a ti o n

R

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\A -A

T

N E

R F

O F

S -1

(4 s u r.

d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) A10

CP

CAP

CP

MAPLE

8"Ø

19"Ø

<- To 8215

AZ 292.99°

229.56'

AZ 125.85°

214.02'

To 8216SL ->

AZ 298.28°

9.79'

AZ 112.99°

229.56'

To 8216 ->

T o

A Z

.4

.6

NTS NTS

NN

TBAR

8216SL

CP

CAP

CP

TBAR

8217SL

CP

CAP

CP

C M

P x .0

BH

BH AZ 123.3°

370.14'

To 8219 ->

AZ 88.5°

141.81'

<- To 8

AZ 262.

88°

102.72

To 821

7SL ->

AZ 82.8

8°

102.72

A Z 127.46°

38.17'

- To 8216

AZ 305.85°

126.45'

A Z .1

.2

NTSNTS

N N

CAP

CP

CAP

CP

CAP

CP

x .0

<- To 8220

T o

A Z

.2

.2

AZ 297.68°

322.96'

To 8221 ->

AZ 117.68°

322.96'

AZ 306.3°

227.95'

- To 8219

AZ 126.3°

227.95'

To 8220 ->

AZ 303.3°

370.14'

- To 8218

A Z

.1

.5

NTSNTSNTSNTS

N N N

CAP

CP

CAP

CP

T o

1A Z

.2

.2

AZ 113.43°

168.79'

T o

A Z

.3

.3

NTS

N

C M P

"x

.0 9'

CAP

CP

CAP

CP

CAP

CP

T o

AZ 7

4.2

1° 49.

65'

A Z

.4

.4

A Z

.6

A Z .9

.1

- To 8

A Z

.6

T o

A Z

.3

.3

A Z 309.41°

49.32'

A Z .9

.1

To 8

T o

NTS NTS NTS

N N N

"x

.4

B U R R

IE

D

C M P

IN

LE

T

IN

V .5

OAK

12"Ø

OAK

19"Ø

OAK

21"Ø

OAK

18"Ø

OAK

21"Ø

OAK

TWIN

15"&20"Ø

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

Sheet 6 of 6

:2

M a y

S h e e t

A

S u r v e y

I n f o r m a ti o n

R

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\A -A

T

N E

R F

O F

S -1

(4 s u r.

d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) A11

To 1504 ->

To 1502 ->

To 1501 ->

AZ 113.94°

201.24'

<- To 1500

AZ 293.94°

201.24'

AZ 115.24°

147.38'

AZ 124.6°

143.45'

A Z .4

.3

A Z .6

.4

A Z

.2

.0

A Z

.9

.5

A Z .9

.1

AZ 281.87°

12.44'

A Z

.5

.9

N NNN

NTS NTSNTSNTS

AZ 278.62°

5.01'

BOULDER

2.5'x2'

BOULDER

2.5'x2'

.0 'x

C M P

E le v.

.5

E le v.

.5

RBAR

RBAR

RBAR

RBAR

RBAR

PROJECT COORDINATE SYSTEM

Project Site : Greene Mountain RD.

Geoid Model : GEIOD18 (Conus)

Vert. Datum : NAVD 1988 (Conus)

Hor. Datum : NAD 1983 (Conus)

Zone : Tennesse 4100

Coordinate System : US State Plane 1983

PROJECT SURVEY CONTROL POINTS

REBAR/wCap2472.9662921750.725629776.9511504

REBAR/wCap2474.5182921709.480629636.0131503

REBAR/wCap2473.5652921735.496629758.3281502

REBAR/wCap2473.5702921617.418629839.7951501

REBAR/wCap2476.6112921433.497629921.4701500

NUMBER

REMARKSELEVATIONEASTINGNORTHINGPOINT

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

GREENE MOUNTAIN ROAD

N N N N

:2

M a y

S h e e t

A

S u r v e y I n f o r m a ti o n

G

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\A -A

T

N E

R F

O F

S -1

(4 s u r.

d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) A12

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

ALIGNMENT DATA

:3

M a y

S h e e t

A

A li g n m e n t D ta

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p

\C u rr e n t W o rk

\T N

E R

F O

F S

-1 (4

C

A D

D \A

T

N

E R

F O

F

S

-1 (4 a li

.d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) A13

CL

Aggregate surface course, 6-inch depth

1V:6H

& Varies

Varies, Match Existing

Varies (12' - 14')

Roadway Width

Ditch Reconditioning, see Detail A

Aggregate surface course, 6-inch depth 1V:3H

& Varies

Varies, Match Existing

ROUND KNOB ROAD

PARKING AREA REHABILITATION SECTION

STA. 100+40 to STA. 102+22

Varies (63' max.)

Parking Area Width, Match Existing

CL

1V:3H

& Varies

Existing ground

Existing ground

Varies, Match Existing 1. Adjust the construction limits to fit field conditions as approved or directed by the CO.

2. Apply 4-inch aggregate-topsoil and turf establishment to all disturbed areas except traveled way, ditch, or rock face.

NOTES:

ROUND KNOB ROAD

ROADWAY REHABILITATION SECTION

STA. 102+22 to STA. 122+13

STA. 122+58 to STA. 123+13

STA. 123+34 to STA. 209+15

STA. 209+99 to STA. 212+00

CL

Aggregate surface course, 6-inch depth

1V:6H

& Varies

Varies, Match Existing

Varies (13')

Roadway Width, Match Existing

Ditch Reconditioning, see Detail A

Existing ground

GREYSTONE MOUNTAIN SPUR

ROADWAY REHABILITATION SECTION

STA. 400+00 to STA. 405+40

Limits of construction

Limits of disturbance

Limits of construction

Limits of disturbance

NOT TO SCALE

Scarify existing aggregate surface

DETAIL A - Ditch Reconditioning

1V:4 H

1V:3H & Varies traveled way

Edge of

Existing ground

See Note 2.

See Note 2.

See Note 2. See Note 2.

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

TYPICAL SECTION

ROUND KNOB ROAD AND

GREYSTONE MOUNTAIN SPUR REHABILITATION

Limits of construction

6"

:0

J u n e

S h e e t

B

R o u n d

K n o b a n d G r e y s to n e S p u r R e c o n d it io n in g

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p

\C u rr e n t W o rk

\T N

E R

F O

F S

-1 (4

C

A D

D \B

-B

T N

E

R F

O

F S

(4 ty p .d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) B01

Existing ground

Varies(1V:2H or flatter)

See Note 3

Granular Backfill (#57 Stone)

Varies geotextile, class 2, type B

Separation-stabilization

Varies, see table

Aggregate surface course, 6-inch depth

See Note 4.

Excavation limit

Roadway width, 12'

3'

CL

class 2

Riprap, method A, see Detail E253-A

Aluminized Coated (typ.), Gabions, Galvinized or grade

Profile

Centerline/

STA. 122+13 to STA. 122+28

STA. 122+43 to STA. 122+58

STA. 209+15 to STA. 209+99

ROUND KNOB ROAD

GABION WALL (H=9') SECTION

DETAIL A - Ditch Reconditioning

See D sheets for limits

1V:4 H

1V:3H & Varies traveled way

Edge of

Existing ground

1. Adjust the construction limits to fit field conditions as approved or directed by the CO.

2. Apply 4-inch aggregate-topsoil and turf establishment to all disturbed areas except traveled way, ditch, or rock face.

3. Furnish granular backfill (#57 stone) conforming to Subsection 703.03.

4. The excavation slope is assumed at 1V:1H for the design and excavation quantities. See

Section 208 for excavation requirements.

NOTES:

Limits of disturbance

NOT TO SCALE

See Detail E605-A

Underdrain system

122+13 to 122+28 VARIES (See D02)

STATION

CROSS

SLOPE

Grade to drain

H e ig h t =

Scarify existing aggregate surface turf establishment

Aggregate-Topsoil with

209+15 to 209+99 -6%

122+43 to 122+58 VARIES (See D02) see Detail A

Ditch Reconditioning

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

TYPICAL SECTION

ROUND KNOB ROAD GABION WALL (H=9') SECTION

9'

6"

:1

A p r il

S h e e t

B

R o u n d

K n o b

G a b io n

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p

\C u rr e n t W o rk

\T N

E R

F O

F S

-1 (4

C

A D

D \B

-B

T N

E

R F

O

F S

(4 ty p .d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) B02

See Note 3

Granular Backfill (#57 Stone)

Varies geotextile, class 2, type B

Separation-stabilization

Varies, see table

Aggregate surface course, 6-inch depth

See Note 4.

Excavation limit

Roadway width, 12'

3'

CL

class 2

Riprap, method A, grade

Profile

Centerline/

STA. 122+28 to STA. 122+43

ROUND KNOB ROAD

GABION WALL (H=10') SECTION

DETAIL A - Ditch Reconditioning

See D sheets for limits

1V:4 H

1V:3H & Varies traveled way

Edge of

Existing ground

1. Adjust the construction limits to fit field conditions as approved or directed by the CO.

2. Apply 4-inch aggregate-topsoil and turf establishment to all disturbed areas except traveled way, ditch, or rock face.

3. Furnish granular backfill (#57 stone) conforming to Subsection 703.03.

4. The excavation slope is assumed at 1V:1H for the design and excavation quantities. See

Section 208 for excavation requirements.

NOTES:

Limits of disturbance

NOT TO SCALE

See Detail E605-A

Underdrain system

122+28 to 122+43 VARIES (See D02)

STATION

CROSS

SLOPE

Grade to drain H e ig h t =

Scarify existing aggregate surface turf establishment

Aggregate-Topsoil with see Detail A

Ditch Reconditioning see Detail E253-A

Aluminized Coated (typ.), Gabions, Galvinized or

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

ROUND KNOB ROAD GABION WALL (H=10') SECTION

6"

:1

A p r il

S h e e t

B

R o u n d

K n o b

G a b

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p

\C u rr e n t W o rk

\T N

E R

F O

F S

-1 (4

C

A D

D \B

-B

T N

E

R F

O

F S

(4 ty p .d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) B03

See Note 3

Granular Backfill (#57 Stone) geotextile, class 2, type B

Separation-stabilization

Varies, see D04

Aggregate surface course, 6-inch depth

See Note 4.

Excavation limit

Roadway Width 12'

DETAIL A - Ditch Reconditioning

See D sheets for limits

CL

grade

Profile

Centerline/ class 2

Riprap, method A, ROUND KNOB ROAD

GABION WALL (H=6') SECTION

STA. 123+13 to STA. 123+34

1V:4 H

1V:3H & Varies traveled way

Edge of

Existing ground

1. Adjust the construction limits to fit field conditions as approved or directed by the CO.

2. Apply 4-inch aggregate-topsoil and turf establishment to all disturbed areas except traveled way, ditch, or rock face.

3. Furnish granular backfill (#57 stone) conforming to Subsection 703.03.

4. The excavation slope is assumed at 1V:1H for the design and excavation quantities. See

Section 208 for excavation requirements.

NOTES:

NOT TO SCALE

See Detail E605-A

Underdrain system

Grade to drain

H e ig h t =

Scarify existing aggregate surface see Detail E253-A

Gabions, Galvinized or Aluminized Coated (typ.), see Detail A

Ditch Reconditioning turf establishment

Aggregate-Topsoil with

U.S. DEPARTMENT OF TRANSPORTATION

TYPICAL SECTION

ROUND KNOB ROAD GABION WALL (H=6') SECTION

CHEROKEE NATIONAL FOREST

6'

Limits of disturbance

3'

6"

:1

A p r il

S h e e t

B

R o u n d

K n o b

G a b

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p

\C u rr e n t W o rk

\T N

E R

F O

F S

-1 (4

C

A D

D \B

-B

T N

E

R F

O

F S

(4 ty p .d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) B04

1V:4H 1V:3

H & Va rie s traveled way

Edge of

Existing ground

DETAIL A - Ditch Reconditioning

1. Adjust the construction limits to fit field conditions as approved or directed by the CO.

2. Apply turf establishment to all disturbed areas except paved surfaces, traveled way, or rock faces.

NOTES:

Va rie s

(m in.

V:

2H)

CL

4%

Aggregate surface course, 6-inch depth

Roadway width, 13' grade

Profile

Centerline/

Ditch Reconditioning, see Detail A

Limits of construction

GREENE MOUNTAIN ROAD

ROADWAY REHABILITATION SECTION

STA. 500+10 to STA. 500+42

STA. 502+70 to STA. 503+45

STA. 504+38 to STA. 504+70

Limits of disturbance

NOT TO SCALE

Scarify existing aggregate surface

See Note 2.

U.S. DEPARTMENT OF TRANSPORTATION

TYPICAL SECTION

GREENE MOUNTAIN ROAD REHABILITATION

CHEROKEE NATIONAL FOREST

6"

:1

A p r il

S h e e t

B

G r e e n e M o u n ta in R e h a b il it a ti o

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p

\C u rr e n t W o rk

\T N

E R

F O

F S

-1 (4

C

A D

D \B

-B

T N

E

R F

O

F S

(4 ty p .d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) B05

Va rie s

(1 V:

2H or fl at te r)

CL

See Note 3

(#57 Stone)

Granular Backfill

See Detail E605-A

Underdrain system type B geotextile, class 2, Separation-stabilization

4%

Aggregate surface course, 6-inch depth

See Note 4.

Excavation limit

Roadway width, 13'

3' grade

Profile

Centerline/ class 2

Riprap, method A, see Detail E253-A

Gabions, Galvinized or Aluminized Coated (typ.), GREENE MOUNTAIN ROAD

GABION WALL (H=VARIES) SECTION

STA. 500+42 to STA. 502+70

1. Adjust the construction limits to fit field conditions as approved or directed by the CO.

2. Apply 4-inch aggregate-topsoil and turf establishment to all disturbed areas except traveled way, ditch, or rock face.

3. Furnish granular backfill (#57 stone) conforming to Subsection 703.03.

4. The excavation slope is assumed at 1V:1H for the design and excavation quantities. See

Section 208 for excavation requirements.

NOTES:

500+42 to 500+51

500+51 to 500+75

6'

9'

WALL

HEIGHT

STATION

500+75 to 501+11 12'

501+11 to 501+74 9'

501+74 to 502+37 12'

502+37 to 502+49 9'

502+49 to 502+70 6'

1V:4H 1V:3

H & Va rie s traveled way

Edge of

Existing ground

DETAIL A - Ditch Reconditioning

Ditch Reconditioning, see Detail A

NOT TO SCALE

Grade to drain

H e ig h t

V a r ie s

S e e T a b le A

Scarify existing aggregate surface turf establishment

Table A - Wall Heights and Ranges

U.S. DEPARTMENT OF TRANSPORTATION

TYPICAL SECTION

GREENE MOUNTAIN ROAD GABION WALL (H=VARIES) SECTION

CHEROKEE NATIONAL FOREST

Varies

Limits of disturbance

6"

:5

A p r il

S h e e t

B

G r e e n e M o u n ta in

V a r ie s G a b

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p

\C u rr e n t W o rk

\T N

E R

F O

F S

-1 (4

C

A D

D \B

-B

T N

E

R F

O

F S

(4 ty p .d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) B06

Va rie s

(1 V:

2H or fl at te r)

CL

See Note 3

Granular Backfill (#57 Stone) geotextile, class 2, type B

Separation-stabilization

4%

Aggregate surface course, 6-inch depth

See Note 4.

Excavation limit

Roadway width, 13'

Underdrain system

See Detail E605-A

3' grade

Profile

Centerline/ see Detail E253-A

Gabions, Galvinized or Aluminized Coated (typ.), class 2

Riprap, method A, GREENE MOUNTAIN ROAD

GABION WALL (H=9') SECTION

STA. 503+45 to STA. 504+38

1. Adjust the construction limits to fit field conditions as approved or directed by the CO.

2. Apply 4-inch aggregate-topsoil and turf establishment to all disturbed areas except traveled way, ditch, or rock face.

3. Furnish granular backfill (#57 stone) conforming to Subsection 703.03.

4. The excavation slope is assumed at 1V:1H for the design and excavation quantities. See

Section 208 for excavation requirements.

NOTES:

1V:4H 1V:3

H & Va rie s traveled way

Edge of

Existing ground

DETAIL A - Ditch Reconditioning

Ditch Reconditioning, see Detail A

NOT TO SCALE

Grade to drain

H e ig h t

Scarify existing aggregate surface turf establishment

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

GREENE MOUNTAIN ROAD GABION WALL (H=9') SECTION

Limits of disturbance

6"

:4

A p r il

S h e e t

B

G r e e n e M o u n ta in

G a b

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p

\C u rr e n t W o rk

\T N

E R

F O

F S

-1 (4

C

A D

D \B

-B

T N

E

R F

O

F S

(4 ty p .d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) B07

U.S. DEPARTMENT OF TRANSPORTATION

TABULATION OF QUANTITIES

SCHEDULE A

:5

M a y

C

Q u a n ti ty

T a b u la ti o

U s e r s \m ic h a e l.

to o m e r \D e s k to p

\C u r r e n t W o r k

\T N

E R

F O

F S

\C

A D

D \C

C

T

N

E R

F O

F

S q n t.

d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) C01

Sheet 1 of 3

U.S. DEPARTMENT OF TRANSPORTATION

SUMMARIES AND SCHEDULES

SCHEDULE A

CHEROKEE NATIONAL FOREST

:2

M a r c h

B a s e .B

.U S

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

TN TN ERFO FS 2019-1(4) C02

Sheet 2 of 3

U.S. DEPARTMENT OF TRANSPORTATION

SUMMARIES AND SCHEDULES

SCHEDULE A

CHEROKEE NATIONAL FOREST

: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

TN TN ERFO FS 2019-1(4) C03

Sheet 3 of 3

U.S. DEPARTMENT OF TRANSPORTATION

SUMMARIES AND SCHEDULES

SCHEDULE A

CHEROKEE NATIONAL FOREST

: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

TN TN ERFO FS 2019-1(4) C04

NAIL

8217SL

N

SCALE IN FEET

0 5 10

S T

A

M A

T C

H L I

E

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

CONSTRUCTION PLAN

ROUND KNOB ROAD

STA. 121+60 - STA. 122+80

WALL SECTION

BEGIN GABION

See Typical Section and Detail E253-A

Sta. 122+28 to Sta. 122+58

Top of wall to be covered

Proposed Gabion Wall (H=9')

Proposed Toe of Gabion Walls

Round Knob Road Centerline

Proposed Edge of Roadway

L = 114.59'

T = 60.06'

R = 155.00'

Δ = 42°21'30" (LT)

PI 121+32.32

See Typical Section and Detail E253-A Sta. 122+13 to Sta. 122+28

Top of wall to be covered Proposed Gabion Wall (H=9')

See Typical Section Sta. 122+13 to Sta. 122+58 Riprap, method A, class 2, 7 tons

S84°44'24"W

.8

PT

:1

M a y

S h e e t

D

R

K

P la

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\D -D

T

N E

R F

O F

S -1

(4

R K

-1 -1 p ln

-p ro

.d g n

E 2948134.52 N 648353.59

STA. 121+83

' (ty p

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) D01

Transition Lt.

Rt. Rt.

Lt.

122+58

2%

-2%

121+83

2%

-2%

121+60 121+70 121+80 121+90 122+00 122+10 122+20 122+30 122+40 122+50 122+60 122+70 122+80

2,955 2,955

2,960 2,960

2,965 2,965

2,970 2,970

2,975 2,975

2,980 2,980

-7.266%

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

CONSTRUCTION PROFILE

ROUND KNOB ROAD

STA. 121+60 - STA. 122+80

SECTION WORK

BEGIN GABION WALL

Proposed profile grade

Toe elev. = 2958.25'

Sta. 122+58

End Proposed Gabion Wall of proposed gabion wall

Existing ground at toe

Elev. 2970.25'

Sta. 122+28

Elev. 2967.25'

Sta. 122+43 Elev. 2967.25'

Sta. 122+58

See Detail E253-A

Gabion Baskets (typ.)

Top of proposed gabion wall

Elev. 2968.25'

Sta. 122+28

Toe Elev. 2961.25'

Sta. 122+13

Begin Proposed Gabion Wall

Elev. 2961.25'

Sta. 122+28

Elev. 2958.25'

Sta. 122+28

Elev. 2968.25'

Sta. 122+43

Elev. 2970.25'

Sta. 122+13 at centerline

Existing ground

:4

A p r il

S h e e t

D

R K

P r o f il

U s e r s \m ic h a e l.

to o m e r \D e s k to p

\C u r r e n t W o r k

\T N

E R

F O

F S

\C

A D

D \D

D

T

N

E R

F O

F

S

R

K p ln p r o

.d g n

STA. 121+83

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) D02

TBAR

8216SL

TBAR

BH

N

SCALE IN FEET

0 5 10

S T

A

M A

T C

H L I

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

CONSTRUCTION PLAN

ROUND KNOB ROAD

STA. 122+80 - STA. 124+00

WALL SECTION

END GABION

Proposed Toe of Gabion Wall

See Typical Section and Detail E253-A

Sta. 123+13 to Sta. 123+34

Top of wall to be covered

Proposed Gabion Wall (H=6')

Round Knob Road Centerline

Proposed Edge of Roadway

L = 214.19'

T = 113.09'

R = 270.00'

Δ = 45°27'08" (RT)

PI 124+03.49

See Typical Section Sta. 123+13 to Sta. 123+34 Riprap, method A, class 2, 4 tons

.4

' (ty p

:3

M a y

S h e e t

D

R

K

P

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\D -D

T

N E

R F

O F

S -1

(4

R K

-1 -1 p ln

-p ro

.d g n

E 2947954.27 N 648347.05

STA. 123+64

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) D03

Lt.

Rt.

123+13

4%

123+64

4%

-4% -4%

Transition Lt.

Rt.

122+80 122+90 123+00 123+10 123+20 123+30 123+40 123+50 123+60 123+70 123+80 123+90 124+00

2,950 2,950

2,955 2,955

2,960 2,960

2,965 2,965

2,970 2,970

-5.083%

.8

78' VC

K = 3545

SSD = 658.19'

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

CONSTRUCTION PROFILE

ROUND KNOB ROAD

STA. 122+80 - STA. 124+00

SECTION WORK

END GABION WALL

Toe elev. = 2956'

Sta. 123+34

End Proposed Gabion Wall of proposed gabion wall

Existing ground at toe

See Detail E253-A

Gabion Baskets (typ.)

at centerline

Existing ground

Proposed profile grade

Elev. 2962'

Sta. 122+13

Elev. 2962'

Sta. 123+34

Top of proposed gabion wall

Toe Elev. 2956'

Sta. 123+13

Begin Proposed Gabion Wall

:1 a y

S h e e t

D

R K

P r o f

U s e r s \m ic h a e l.

to o m e r \D e s k to p

\C u r r e n t W o r k

\T N

E R

F O

F S

\C

A D

D \D

D

T

N

E R

F O

F

S

R

K p ln p r o

.d g n

STA. 123+64

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) D04

I N

V

.1

C M

P x .1

TBAR

S L

I N

V

.2

N

SCALE IN FEET

0 5 10

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

CONSTRUCTION PLAN

ROUND KNOB ROAD

STA. 208+85 - STA. 210+30

WALL SECTION

BEGIN GABION

WALL SECTION

END GABION

Proposed Edge of Roadway

Round Knob Road Centerline

See Typical Section and Detail E253-A

Sta. 209+15 to Sta. 209+42

Top of wall to be covered

Proposed Gabion Wall (H=9')

Proposed Toe of Gabion Walls

Sta. 209+45

See Sheet K01

Install 24" x 31' CMP Pipe Culvert

Remove existing 15" x 29.15' CMP Pipe Culvert

L = 88.74'

T = 52.84'

R = 65.00'

Δ = 78°13'15" (RT)

PI 209+47.12

L = 85.78' T = 46.46' R = 90.00'

Δ = 54°36'26" (LT)

PI 210+71.40

drain into culvert inlet.

of existing ground. Grade to Excavate approx. 2.5 cuyd

See Typical Section and Detail E253-A Sta. 209+69 to Sta. 209+99

Top of wall to be covered Proposed Gabion Wall (H=9')

See Typical Section and Detail E253-A Sta. 209+42 to Sta. 209+69

Top of wall to be covered Proposed Gabion Wall (H=9')

See Typical Section Sta. 209+15 to Sta. 209+99 Riprap, method A, class 2, 13 tons

N24°35'21"E

.9

8+

.2

PC

.0

12' (typ.)

.2

' (ty p

8'

:5

J u n e

S h e e t

D

R

K

P

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\D -D

T

N E

R F

O F

S -1

(4

R K

-2 p ln

-p ro

.d g n

E 2947758.09 N 654454.50

STA. 208+85

E 2947749.48 N 654582.17

STA. 210+30

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) D05

208+80 208+90 209+00 209+10 209+20 209+30 209+40 209+50 209+60 209+70 209+80 209+90 210+00 210+10 210+20 210+30

2,530 2,530

2,535 2,535

2,540 2,540

2,545 2,545

2,550 2,550

2,555 2,555

-7.619%

-11.084%

-5.828%

-9.823%

-9.241%

-15.242%

-12.646%

-11.581%

9' VC

K = 225

SSD = 274.58'

.1

17' VC

K = 607.14

SSD = 390.54'

.8

12' VC

K = 500.00

SSD = 466.85'

.4

14' VC

K = 388.89

SSD = 301.95'

.9

.4

7' VC

K = 389

HLSD = 5076.95'

.2

7' VC

K = 205.88

HLSD = 127.68'

.5

12' VC

K = 292.68

HLSD = 93.56'

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

CONSTRUCTION PROFILE

ROUND KNOB ROAD

STA. 208+85 - STA. 210+30

Elev. 2545'

Sta. 209+15

Elev. 2533'

Sta. 209+42

Elev. 2536'

Sta. 209+42

Elev. 2533'

Sta. 209+69

Elev. 2530'

Sta. 209+69

Elev. 2539'

Sta. 209+69

Elev. 2542'

Sta. 209+69

Elev. 2539'

Sta. 209+99

Elev. 2542'

Sta. 209+42

Elev. 2545'

Sta. 209+42

See Detail E253-A

Gabion Baskets (typ.)

SECTION WORK

BEGIN GABION WALL

SECTION WORK

END GABION WALL

Toe Elev. 2530'

Sta. 209+99

End Proposed Gabion Wall of proposed gabion wall

Existing ground at toe

Toe Elev. 2536'

Sta. 209+15

Begin Proposed Gabion Wall

Existing ground at centerline

Proposed profile grade

Sta. 209+45

See Sheet K01

Install 24" x 31' CMP Pipe Culvert

Sta. 209+45

See Sheet K01

CMP Pipe Culvert

Remove existing 15" x 29.15'

:5

M a y

S h e e t

D

R K

P r o f

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\D -D

T

N E

R F

O F

S -1

(4

R K

-2 p ln

-p ro

.d g n

STA. 208+85

STA. 210+30

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) D06

IN

V

.4

MARKER OBJECT

.6

S x .6

R C

M P

IN

V

.1

.4

RBAR

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

CONSTRUCTION PLAN

GREENE MOUNTAIN ROAD

STA. 500+00 - STA. 501+40

S T A

M A T C

H L

IN

E

SCALE IN FEET

0 5 10

WALL SECTION

BEGIN GABION

Proposed Edge of Roadway

See Typical Section and Detail E253-A

Sta. 501+11 to Sta. 501+74

Proposed Gabion Wall (H=9')

Greene Mountain Road Centerline

Proposed Toe of Gabion Wall

Sta. 500+47 to Sta. 501+54

Remove Existing Gabion Wall

Sta. 501+02

See Sheet K02

Install 30" x 29' CMP Pipe Culvert

CMP Arch Culvert

Remove existing 33.6" S x 24.6" R x 27.43

L = 91.07'

T = 50.88'

R = 82.00'

Δ = 63°38'05" (LT)

PI 500+96.47

See Typical Section and Detail E253-A Sta. 500+51 to Sta. 500+75 Proposed Gabion Wall (H=9')

See Typical Section and Detail E253-A Sta. 500+75 to Sta. 501+11

Proposed Gabion Wall (H=12')

See Typical Section and Detail E253-A Sta. 500+42 to Sta. 500+51 Proposed Gabion Wall (H=6')

See Typical Section Sta. 500+42 to Sta. 502+70 Riprap, method A, class 2, 35 tons drain into culvert inlet.

of existing ground. Grade to

Excavate approx. 1.5 cuyd

N65°41'19"E

.6

1+

.6

PT

.0

P O

B

(t y p .) 1

.5

.7

.7

10'

:0

M a y

S h e e t

E

G

M

P

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\E -E

T

N E

R F

O F

S -1

(4

G M p ln

-p ro

.d g n

E 2921675.54 N 629610.14

STA. 500+10

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) E01

500+00 500+10 500+20 500+30 500+40 500+50 500+60 500+70 500+80 500+90 501+00 501+10 501+20 501+30 501+40

2,460 2,460

2,465 2,465

2,470 2,470

2,475 2,475

2,480 2,480

2,485 2,485

-2.260%

+0.104% +0.812% +0.026%

.7

17' VC

K = 708.33

HLSD = 357.13'

.7

12' VC

K = 1714.29

.9

17' VC

K = 772.73

HLSD = 502.75'

5' VC

K = 625.00

SSD = 1376.03'

.9

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

CONSTRUCTION PROFILE

GREENE MOUNTAIN ROAD

STA. 500+00 - STA. 501+40

SECTION WORK

BEGIN GABION WALL

Proposed profile grade

Existing ground at centerline of proposed gabion wall

Existing ground at toe

Top of proposed grabion wall

Elev. 2473'

Sta. 500+75

Elev. 2473'

Sta. 501+11

Elev. 2464'

Sta. 501+11

Elev. 2461'

Sta. 501+11

Elev. 2461'

Sta. 500+75

Elev. 2464'

Sta. 500+75

Elev. 2464'

Sta. 500+51

Elev. 2467'

Sta. 500+51

Elev. 2473'

Sta. 500+42

Elev. 2473'

Sta. 500+51

Toe Elev. 2467'

Sta. 500+42

Begin Proposed Gabion Wall

See Detail E253-A

Gabion Baskets (typ.)

Sta. 501+02

See Sheet K02

CMP Pipe Culvert

Install 30" x 29'

Sta. 501+02

See Sheet K02

CPM Arch Culvert

Remove existing 33.6" S x 24.6" R x 27.43'

:5

M a y

S h e e t

E

G M

P r o f

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\E -E

T

N E

R F

O F

S -1

(4

G M p ln

-p ro

.d g n

STA. 500+10

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) E02

I N

V

.5

I N

V

.5

Ø C

M P

.0

CARSONI

TE

RBAR

RBAR

MARKER

OBJECT

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

CONSTRUCTION PLAN

GREENE MOUNTAIN ROAD

STA. 501+40 - STA. 502+60

S T A

M A T C

H L

IN

E

S T A

M A T C

H L

IN

E

SCALE IN FEET

0 5 10

See Typical Section and Detail E253-A

Sta. 502+49 to Sta. 502+70

Proposed Gabion Wall (H=6')

See Typical Section and Detail E253-A

Sta. 502+37 to Sta. 502+49

Proposed Gabion Wall (H=9')

See Typical Section and Detail E253-A

Sta. 501+74 to Sta. 502+37

Proposed Gabion Wall (H=12')

Proposed Toe of Wall

Sta. 501+60 to Sta. 502+70

Remove Existing Gabion Wall

Proposed Edge of Roadway

Greene Mountain Road Centerline

Sta. 500+47 to Sta. 501+54

Remove Existing Gabion Wall

Sta. 502+17.48

See Sheet K02

Install 24" x 38' CMP Pipe Culvert

Remove existing 24" x 39.09' CMP Pipe Culvert

Sta. 502+17

See Detail ET 601-4

Install Concrete Headwall for 24-Inch Pipe Culvert

L = 103.23'

T = 57.37'

R = 95.00'

Δ = 62°15'25" (LT)

PI 502+08.54

See Typical Section and Detail E253-A Sta. 501+11 to Sta. 501+74 Proposed Gabion Wall (H=9')

See Typical Section Sta. 500+42 to Sta. 502+70

Riprap, method A, class 2, 35 tons

N02°03'14"E

.1

.3

(t y p

.7

.7

.5

:1

M a y

S h e e t

E

G

M

P

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\E -E

T

N E

R F

O F

S -1

(4

G M p ln

-p ro

.d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) E03

501+40 501+50 501+60 501+70 501+80 501+90 502+00 502+10 502+20 502+30 502+40 502+50 502+60

2,465 2,465

2,470 2,470

2,475 2,475

2,480 2,480

2,485 2,485

-2.158%

.1

116' VC

K = 4461.54

HLSD = 420.79'

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

CONSTRUCTION PROFILE

GREENE MOUNTAIN ROAD

STA. 501+40 - STA. 502+60

Elev. 2473'

Sta. 501+74

Elev. 2473'

Sta. 502+37

Elev. 2473'

Sta. 502+49

Elev. 2467'

Sta. 502+49

Elev. 2464'

Sta. 502+49

Elev. 2464'

Sta. 502+37

Elev. 2461'

Sta. 502+37 Elev. 2461'

Sta. 501+74

Elev. 2464'

Sta. 501+74 of proposed gabion wall

Existing ground at toe

Top of proposed gabion wall

Proposed profile grade

Existing ground at centerline

See Detail E253-A

Gabion Baskets (typ.)

Sta. 502+17.48

See Sheet K02

Install 24" x 38' CMP Pipe Culvert

Sta. 502+17.48

See Sheet K02

Remove existing 24" x 39.09' CMP Pipe Culvert

:1

M a y

S h e e t

E

G M

P r o f

U s e rs

\m ic h a e l.

to o m e r\

D e s k to p \C u rr e n t

W o rk

\T N

E R

F O

F S

-1

(4

C A

D D

\E -E

T

N E

R F

O F

S -1

(4

G M p ln

-p ro

.d g n

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) E04

RBAR

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

CONSTRUCTION PLAN

GREENE MOUNTAIN ROAD

STA. 502+60 - STA. 504+00

S T

A

M A

T C

H L I N

E

S T

A

M A

T C

H L I N

E

SCALE IN FEET

0 5 10

See Typical Section and Detail E253-A

Sta. 502+49 to Sta. 502+70

Proposed Gabion Wall (H=6')

Greene Mountain Road Centerline

Proposed Edge of Roadway

Proposed Toe of Gabion Wall

Proposed Toe of Gabion Wall

Sta. 501+60 to Sta. 502+70

Remove Existing Gabion Wall

L = 101.32'

T = 50.83'

R = 500.00'

Δ = 11°36'36" (LT)

PI 503+91.94

See Typical Section and Detail E253-A Sta. 503+45 to Sta. 504+38 Proposed Gabion Wall (H=9')

See Typical Section Sta. 500+42 to Sta. 502+70 Riprap, method A, class 2, 35 tons

See Typical Section Sta. 503+45 to Sta. 504+38

Riprap, method A, class 2, 15 tons

N60°12'11"W

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STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) E05

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

CONSTRUCTION PROFILE

GREENE MOUNTAIN ROAD

STA. 502+60 - STA. 504+00

See Detail E253-A

Gabion Baskets (typ.)

See Detail E253-A

Gabion Baskets (typ.)

Toe Elev. 2467'

Sta. 502+70

End Proposed Gabion Wall

Toe Elev. 2464'

Sta. 503+45

Begin Proposed Gabion Wall

Elev. 2473'

Sta. 502+70

Elev. 2473'

Sta. 503+45

Proposed profile grade

Existing ground at centerline of proposed gabion wall

Existing ground at toe of proposed gabion wall

Existing ground at toe

Top of proposed gabion wall

Top of proposed gabion wall

502+60 502+70 502+80 502+90 503+00 503+10 503+20 503+30 503+40 503+50 503+60 503+70 503+80 503+90 504+00

2,460 2,460

2,465 2,465

2,470 2,470

2,475 2,475

2,480 2,480

2,485 2,485

+0.423% +0.423%

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STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) E06

N

GM-3

1"=10'

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

CONSTRUCTION PLAN

GREENE MOUNTAIN ROAD

STA. 504+00 - STA. 505+30

S T

A

M A

T C

H L I N

E

SCALE IN FEET

0 5 10

See Typical Section and Detail E253-A

Sta. 503+45 to Sta. 504+38

Proposed Gabion Wall (H=9')

Proposed Edge of Roadway

Proposed Toe of Gabion Wall

Greene Mountain Road Centerline

WALL SECTION

END GABION

L = 59.61'

T = 29.90'

R = 300.00'

Δ = 11°23'02" (RT)

PI 504+92.87

See Typical Section Sta. 503+45 to Sta. 504+38 Riprap, method A, class 2, 15 tons

N71°48'47"W

N60°25'45"W

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E 2921515.13 N 629889.82

STA. 504+70

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) E07

504+00 504+10 504+20 504+30 504+40 504+50 504+60 504+70 504+80 504+90 505+00 505+10 505+20 505+30

2,465 2,465

2,470 2,470

2,475 2,475

2,480 2,480

2,485 2,485

+1.899%

.9

83' VC

K = 5533.33

U.S. DEPARTMENT OF TRANSPORTATION CHEROKEE NATIONAL FOREST

CONSTRUCTION PROFILE

GREENE MOUNTAIN ROAD

STA. 504+00 - STA. 505+30

SECTION WORK

END GABION WALL

Elev. 2473'

Sta. 504+38

Toe Elev. 2464'

Sta. 504+38

End Proposed Gabion Wall of proposed gabion wall

Existing ground at toe

See Detail E253-A

Gabion Baskets (typ.)

Top of proposed gabion wall

Existing ground at centerline

Proposed profile grade

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STA. 504+70

STATE PROJECT

NUMBER

TN TN ERFO FS 2019-1(4) E08

Skew = 9.9° Lt

Length = 31.00'

24" CMP Pipe Culvert

STA. 209+45.00

-30 -20 -10 0 10 20 30

2,500 2,500

2,510 2,510

2,520 2,520

2,530 2,530

2,540 2,540

2,550 2,550

2,560 2,560

2,570 2,570

Offset 16.00'

El. 2539.11'

Sta. 209+50.19

Proposed Invert Outlet

Offset 14.08'

El. 2544.31'

Sta. 209+42.64

Proposed Invert Inlet

16.8%

Remove existing 15" x 29.15' CMP Culvert installation through gabion walls

See Detail E253-A for culvert

See Details E602-01 and ET602-3

Install 24" x 31' CMP Pipe Culvert drain into culvert inlet.

of existing ground. Grade to

Excavate approx. 2.5 cuyd

U.S. DEPARTMENT OF TRANSPORTATION

ROUND KNOB ROAD

CHEROKEE NATIONAL FOREST

DRAINAGE PROFILES

STA. 209+45

1:2.05

1:1.92

-7.7% +7.7%1:35.55

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TN ERFO FS 2019-1(4) K01

STATE PROJECT

TN

-30 -20 -10 0 10 20

2,440 2,440

2,450 2,450

2,460 2,460

2,470 2,470

2,480 2,480

Length = 29.00'

30" CMP Pipe Culvert

STA. 501+02.00

Offset 12.50'

El. 2471.98'

Sta. 501+02.00

Proposed Invert Inlet

Install 30" x 29' CMP Pipe Culvert

CMP Arch Culvert

Remove existing 33.6" S x 24.6" R x 27.43' installation through gabion walls

See Detail E253-A for culvert

Offset 16.29'

El. 2468.52'

Sta. 501+02.00

Proposed Invert Outlet

12.00% drain into culvert inlet.

of existing ground. Grade to

Excavate approx. 1.5 cuyd

-4.0%

1:2 .71

1:

1:4.6 +4.0%

-30 -20 -10 0 10 20 30

2,440 2,440

2,450 2,450

2,460 2,460

2,470 2,470

2,480 2,480

Length = 38.00'

24" CMP Pipe Culvert

STA. 502+17.48

Offset 21.05'

El. 2470.81'

Sta. 502+17.48

Proposed Invert Inlet installation through gabion walls

See Detail E253-A for culvert

Remove existing 24" x 39.09' CMP Culvert

Install 24" x 38' CMP Pipe Culvert

10.00%

See Detail ET 601-4

Concrete Headwall for 24-Inch Pipe Culvert

Offset 16.76'

El. 2467.02'

Sta. 502+17.48

Proposed Invert Outlet

U.S. DEPARTMENT OF TRANSPORTATION

GREENE MOUNTAIN ROAD

CHEROKEE NATIONAL FOREST

DRAINAGE PROFILES

STA. 501+02 & STA. 502+17.48

-3.9%1:26.92

1:

1:0 +3.9%

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TN ERFO FS 2019-1(4) K02

STATE PROJECT

TN

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

measures.

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

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

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

Officer (CO).

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

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

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

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

General Guidelines

Response Center at 1-800-424-8802.

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

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

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

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

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

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

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

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

Waste, garbage, sanitary waste

Soaps, solvents used for vehicle washing

Fuels, oils, equipment-related compounds

Wash-wate…