Plans - TN ERFO FS CHRKE804 2020-2(1).pdf

0.00EL.

BH TP

mon.

min.

max.

MP

MOD

ML

monument minimum maximum mile post modification main line

No.

NMSA

NC

N/A

N number nominal maximum size aggregate normal crown not applicable north

OG

OD

o. to o.

ohwm

o. c.

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

PT

PST

PSC

PS

prop.

POT

POS

POE

POC

POB

pl.

PI

PGL

PCS

PCC

PC

pavement point of tangent point of spiral to tangent point of spiral to curve point of tangent to spiral proposed point on tangent point on spiral point of ending point on curve point of beginning plate point of intersection profile grade line point of curve to spiral point of compound curve point of curve rte.

rt. or RT reqd.

reinf.

RECP

rdwy.

R/W

R.

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

shldr.

sec.

SC

SADT

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

S/W sym.

SW or SDW

STS

struc.

stiff.

stgr.

std.

Sta.

ST

SSD

SS

SRS

sqyd sqft typ.

Ts

TS

traf.

thd.

TBM

T.

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

VPI

vph var.

VC

V vertical point of intersection vehicles per hour varies vertical curve design speed

W west

1 6

1 6

SEC.

SEC.

E

N 0

00000

JH

RBAR

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

flg.

fin.

flange finish θs Ø ∆c

DY or DTY DW or DTW

DSY

drwg(s).

dist.

diaph.

diag.

dia.

DHV

D ctrs.

CS

cont.

constr. jt.

conn.

conc.

col.

CMP

CL

cc or c. to c.

BW

brg.

br.

BP

BM

bldg.

BL

BK

Asph

ASC

appr.

AMD

AH

Agg

ADT

ACP

abut.

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

exc.

ex. or exist.

EW

ESAL

ER

EQ or eq.

EOT

EOS

EOP

emb.

elev.

elec.

e E

HW

HLSD

hex.

hdwl.

inv.

INF

ID

K jt.

high water headlight sight distance hexagon headwall invert infinite inside diameter

K-Value 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 ftg.

gnd or grnd galv.

GAB

ga.

HW

HLSD

hex.

hdwl.

footing ground galvanized graded aggregate base gage (gauge) high water headlight sight distance hexagon headwall

National Boundary

State Boundary

County Boundary

City Boundary

Township or Range Line

Section Line

Section Corner (Found, Projected)

Section Line4

Section Corner (Found, Projected)4

Section Line16

Section Corner (Found, Projected)16

Property Line w/Found Property Corner

Parcel Number

National Park Boundary

National Forest Boundary

National Wildlife Refuge Boundary

BLM Lands Boundary

Indian Reservation Boundary

Existing Roadway (Road, Paved, Gravel)

Railroad

Trail

Intermittent Drainage or Small Creek

Large Creek or River

Lake, Pond or Reservoir

Spring or Seep

Treeline; Individual Trees

Material Source; Bore Hole; Test Pit

Spot Elevation; Coordinate Grid Tick

Control Point (Terrestrial and GPS); Jump Hub

Sheet 1 of 2

CHEROKEE NATIONAL FOREST

:0

P

M

S e p te m b e r

S y m b o ls c p w w o rk in g \i n fr a \j fi e ld s \d

\0

T

N E

R F

O -2

-2

(1 p ln g e n .d g n

SYMBOLS AND ABBREVIATIONS

PROJECT

NUMBER

SHEET

A02

TN ERFO FS CHRKE804 2020-2(1)

N

AREA PATTERN

PROJECT SPECIFIC SYMBOLS AND ABBREVIATIONS:

U.S. DEPARTMENT OF TRANSPORTATION

P-FS27-#

Fiber Roll or Wattle

North Arrow

Fence

Gate with Fence

Cattleguard

Guardrail

Retaining Wall

Concrete Barrier

Slope Stake Limits

Delineators

Signs (single, double post; portable)

Transition

Toe of Fill

Top of Cut

Pipe Culvert (arrow shows flow)

Pipe Culvert with End Section

Pipe Culvert with Headwall

Underdrain

Pipe Culvert with Drop Inlet

Box Culvert

Underground Utilities

Overhead/Above Ground Utilities

STEAM = steam, T = telephone, TV = CATV, W = water

P = power, SA = sanitary sewer, SD = storm drain, SS = storm sewer, FM = force main, FO = fiber optic, G = gas, IRR = irrigation, O = oil, Light, Support w/Anchor)

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

UP = transformer or junction box, WF = water fountain

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

Right-of-Way Line with Monument

Permanent Easement

Construction Easement

Riprap

EXISTING PROPOSED

DI

Pavement Removal / Roadway Obliteration

Full Depth Pavement

Sidewalk Asphalt/Concrete

Mill and Overlay

Overlay

Silt Fence

Diversion Berm

Drainage Divide

Check Dam

Limits of Disturbance

Sheet 2 of 2

Outlet Fiber Roll Check Dam

Inlet Fiber Roll Check Dam

CHEROKEE NATIONAL FOREST

Pipe Culvert Identifier

Pipe Culvert #

Road No.

Identifies As Pipe

:0

F e b r u a r y

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SYMBOLS AND ABBREVIATIONS

PROJECT

A03

SCHEDULE A

BRIAR CREEK ROAD

U.S. DEPARTMENT OF TRANSPORTATION

Longitude: -58.1282468°

Latitude: 37.5842544°

Begin Project

Longitude: -58.0180618°

Latitude: 37.5390765°

End Project

Dry Creek Road

Scale in Feet

0 60003000

VICINITY MAP

:1 e b r u a r y

N e w

B C

S h e e t] p w w o r k in g

\i n f r a

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PROJECT

A04

FS 188

Briar Creek Road

SCHEDULE B

PAINT MOUNTAIN ROAD

N

Longitude: -60.0073630°

Latitude: 37.0045905°

Begin Project

Longitude: -60.0058180°

Latitude: 37.0061572°

End Project

Paint Mountain Road

Lower Paint Creek Road

FS 54

Paint Mountain Road

U.S. DEPARTMENT OF TRANSPORTATION

Longitude: -60.0123368°

Latitude: 37.0290037°

84" by 57" Elliptical (Begin Alignment)

Longitude: -60.0119812°

Latitude: 37.0290841°

84" by 57" Elliptical (End Alignment)

0 40002000

VICINITY MAP

:1 e b r u a r y

N e w

P M

S h e p w w o r k in g

\i n f r a

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PROJECT

A05

SCHEDULE C

FLATWOODS ROAD

N

Longitude: -56.6538601°

Latitude: 38.2535014°

End Project

Little Oak Road

U.S. DEPARTMENT OF TRANSPORTATION

Longitude: -56.6580521°

Latitude: 38.2527374°

Begin Project

Big Creek Road

FS 87

Flatwoods Road

0 40002000

VICINITY MAP

:1 e b r u a r y

N e w

F W

S h e p w w o r k in g

\i n f r a

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PROJECT

A06

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

CREEK ROAD

FS 188 BRIAR

FS 4355 RAMSEY CREEK

MOUNTAIN TRAIL

FS 29 BUFFALO

DRY CREEK ROAD

MOUNTAIN TRAIL

FS 29 BUFFALO

CREEK ROAD

UPPER BRIAR

FS 4354

SPUR

BRIAR CREEK

FS 4354A UPPER

D01

SHEET

PLAN

D02

SHEET

PLAN

D03

SHEET

PLAN

D05

SHEET

PLAN

D06

SHEET

PLAN

D07

SHEET

PLAN

D08

SHEET

PLAN

D09

SHEET

PLAN

D10

SHEET

PLAN

D11

SHEET

PLAN

D12

SHEET

PLAN

D14

SHEET

PLAN

D15

SHEET

PLAN

D17

SHEET

PLAN

D18

SHEET

PLAN

D19

SHEET

PLAN

D20

SHEET

PLAN

D04

SHEET

PLAN

D13

SHEET

PLAN

D16

SHEET

PLAN

N

2+20

BEGIN PROJECT

249+61

END PROJECT

0 1

0 210

CHEROKEE NATIONAL FOREST

Scale in Feet

0 1000500

:2 e b r u a r y

L o c a ti o n M a p

B ri a r

C re k p w w o r k in g

\i n f r a

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LOCATION MAP

PROJECT

A07 to fit field conditions as approved by the CO.

areas as shown in the plans. Adjust proposed pipe locations as needed roadway, therefore alignment data is not provided except for select actual alignment. The intent is to follow the existing curvature of the survey equipment. This could result in minor variations compared to the

The project baseline and pipe locations were created from GIS, not from

NOTE

BH

GPS

GPS

REB & CAP

JH

BM

BH 55

+ GPS

SPIKE NAIL

JH

SPIKE NAIL

N NN

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

CHEROKEE NATIONAL FOREST

NOT TO SCALE

36.20'

56.7 0'

173.50'

173.50'43 .4 0'

30.20' 73.50'

C

M

PTO 54

TO 202

BM

CAP

CAP

NAIL

BM

NAIL

14.00'

77.50'

.10

.7

NTS NTS NTS

NUMBER

POINT

710017.045

709976.877

707621.606

707592.841

NORTHING

3036556.642

3036349.137

3029487.037

3029584.873

EASTING

2417.336

2424.859

2066.086

2075.037

ELEVATION

CAP

CAP

NAIL

NAIL

REMARKS

COORDINATE LISTING

SITE : BRIAR CREEK ROAD (FS 188) MP 599 & MP 633

GEOID MODEL : GEOID12B (CONUS)

VERT. DATUM : NAVD 1988

HOR. DATUM : NAD 1983 (CONUS)

ZONE : TENNESSEE 4100

COORDINATE SYSTEM : US STATE PLANE 1983

PROJECT DATUM

HICKORY

IN 15"

NLSET

IN 5" TREE STUMP

CAP W/PLACARD

3" MAG & BM

BM 201

OF 36"

IN CENTER

NLSET

OAK

IN 8"

NLSET

OAK

IN 12"

NLSET

30" PINE

NLSET IN

BM 202

OAK

IN 8"

NLSET

OAK

IN 10"

NLSET

:2 e b r u a r y

S u r v e y C o n tr o l

B r ia r p w w o r k in g

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SURVEY CONTROL POINTS

PROJECT

A08

JHJH

N N

U.S. DEPARTMENT OF TRANSPORTATION

PAINT MOUNTAIN ROAD (FS 54)

CHEROKEE NATIONAL FOREST

30052

15" CMP

9.5 0'

.1

.9 0'

.0

CAP

CAP

NTS NTS

COORDINATE LISTING

NUMBER

POINT

601978.589

601827.362

NORTHING

2886786.067

2886765.890

EASTING

1320.129

1322.563

ELEVATION

CAP

CAP

REMARKS

SITE : PAINT MOUNTAIN ROAD (FS 54)

GEOID MODEL : GEOID12B (CONUS)

VERT. DATUM : NAVD 1988

HOR. DATUM : NAD 1983 (CONUS)

ZONE : TENNESSEE 4100

COORDINATE SYSTEM : US STATE PLANE 1983

PROJECT DATUM

OAK

IN 10"

NLSET

PINE

IN 8"

NLSET

OAK

IN 8"

NLSET

OAK

IN 10"

NLSET

NOT TO SCALE

:2 e b r u a r y

S u r v e y C o n tr o l

P a in t p w w o r k in g

\i n f r a

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SURVEY CONTROL POINTS

PROJECT

A09

REB-CAP

TRAV MAG

30278

REB-CAP

BM

NN

U.S. DEPARTMENT OF TRANSPORTATION

FLATWOODS ROAD (FS 87)

CHEROKEE NATIONAL FOREST

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

R

C P

NTSNTS

CAP

CAP

NAIL

T O

NUMBER

POINT

817518.934

817598.606

NORTHING

3132217.709

3132276.243

EASTING

1776.447

1774.849

ELEVATION

CAP

CAP

REMARKS

COORDINATE LISTING

SITE : FLATWOODS ROAD (FS 87) MP 659 & MP 660

GEOID MODEL : GEOID12B (CONUS)

VERT. DATUM : NAVD 1988

HOR. DATUM : NAD 1983 (CONUS)

ZONE : TENNESSEE 4100

COORDINATE SYSTEM : US STATE PLANE 1983

PROJECT DATUM

DISK

NL &

PLACARD

W/BM

NL & DISK

BM 203

OAK

IN 8"

NLSET

.5

.7 1'

.6

.6

.4 9'

.5

NOT TO SCALE

:2 e b r u a r y

S u r v e y C o n tr o l

F la tw o o d s p w w o r k in g

\i n f r a

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SURVEY CONTROL POINTS

PROJECT

A10

U.S. DEPARTMENT OF TRANSPORTATION

FLATWOODS ROAD (FS 87)

CHEROKEE NATIONAL FOREST

:3 e b r u a r y

H

A i n fo

F la tw o o d p w w o r k in g

\i n f r a

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INFORMATION

HORIZONTAL ALIGNMENT

PROJECT

A11

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

CHEROKEE NATIONAL FOREST

:3 e b r u a r y

H

A i n fo

B ri a r0 p w w o r k in g

\i n f r a

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INFORMATION

HORIZONTAL ALIGNMENT

PROJECT

A12

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

CHEROKEE NATIONAL FOREST

:3 e b r u a r y

H

A i n fo

B ri a r0 p w w o r k in g

\i n f r a

\j f ie ld s \d

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INFORMATION

HORIZONTAL ALIGNMENT

PROJECT

A13

U.S. DEPARTMENT OF TRANSPORTATION

PAINT MOUNTAIN ROAD (FS 54)

CHEROKEE NATIONAL FOREST

:3 e b r u a r y

H

A i n fo

P a in t tn p w w o r k in g

\i n f r a

\j f ie ld s \d

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F O p ln g e n

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INFORMATION

HORIZONTAL ALIGNMENT

PROJECT

A14

U.S. DEPARTMENT OF TRANSPORTATION

PAINT MOUNTAIN ROAD (FS 54)

CHEROKEE NATIONAL FOREST

:3 e b r u a r y

H

A i n fo

P a in t M tn p w w o r k in g

\i n f r a

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INFORMATION

HORIZONTAL ALIGNMENT

PROJECT

A15

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

CHEROKEE NATIONAL FOREST

NOT TO SCALE

See Detail A the subgrade elevation minimum of 6 inches below

Reestablish ditch flow line a Abutment face class seal S

Structural concrete, Fill void with

Existing footing

See Detail A

204+93 TO 206+93

159+69 TO 161+19

136+31 TO 145+00

124+25 TO 127+90

80+00 TO 90+20

2+20 TO 30+50

2+20 TO 249+61

NOTES:

restabilize foundation to prevent undermining.

Clean up debris and grade to drain. Grout underneath to

AOP Foundation Repair the plans or as directed by the CO.

Regrade all existing roadway ditches to the limits shown in

Ditch reconditioning turnouts, and other road structure variations.

way width. Travel way includes shoulders, curve widening, Place aggregate within traveled way. Match existing travel

Traveled way widths.

necessary or as directed by the CO.

road aggregate to large rocks. Remove protruding rocks as and provide a minimum cover of 6 inches from bottom of

Reconstruct roadbed to reestablish roadway cross slopes

Embankment construction proposed roadway surface.

trunk as practicable and to a height of 14 feet above the removal. Trim tree limbs by sawing as near flush with the from a stream course unless tree is specifically marked for stream side of road when road edge is less than 100 feet

Do not clear trees greater than 8 inches in diameter on

Clearing Limits

TYPICAL SECTION

Existing Ground

1.5:1

1.5 :1

4%-6% 4%-6%

6" min.

6" Depth

Grading D, Aggregate Base

Recondition Ditch

V a rie s Traveled Way Varies

(14' +/-)7' 7'1 1

WITH SPECIAL FILL CONDITION

TYPICAL SECTION

Existing Ground

1.5:1

1.5 :1

4%-6% 4%-6%

6" MIN.

6" Depth

Grading D, Aggregate Base

Recondition Ditch

V a rie s

Traveled Way Varies

(14' +/-)7' 7'1 1 when specified in the plans

Special fill embankment construction

Clearing Limits

Roadway Reconditioning Limits

1:1 1.

5:

Detail A

FOUNDATION REPAIR

AOP

124+25

Clearing Limits

Roadway Reconditioning Limits

:2

A e b r u a r y

R o a d w a y T y p ic a l

S e c ti o n p w w o r k in g

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TYPICAL SECTIONS

PROJECT

B01

Free Draining Base

Face of Wall

6" Minimum

See Note 4

Wall System, Approx. 3" offset

Typical

See Detail 2

Typical

See Detail 1

See Note 4

Wall System, Reinforced Fill

6" Minimum

Embedment Depth

Free Draining Base

6" Minimum

Minimum 6" Topsoil

See Note 4

Wall System,Fiber-Composite

Internal Bracing, 034120Free Draining Base

030120Retained Fill

034120Reinforced Fill

032120Embankment Fill

400040160Bedrock

(c')

Cohesion

Angle (Φ') Friction

Term Short Term/Long

Unit Weight (pcf)Soil Fill Type

1.852.56 a0.06581.58 L=12 ft

Wall Height: 17 ft

MP 590

1.563.67 a0.02711.78 L=10 ft

Wall Height: 12 ft

MP 660

1.363.96 a0.00522.16 L=12 ft

Wall Height: 12 ft

MP 633

FOS ≥ 1.3CDR ≥ 1e/L ≤ 0.333CDR ≥ 1 Reinforcement Length (L)

Approx. Height & Backslope

Wall Location &

Stability Global

Bearing Eccentricity

Limiting SlidingMSE Wall Analysis Condition a - Bearing required the use of limit equilibrium bearing analysis.

1.432.42 a0.20041.29 L=12 ft

Wall Height: 17 ft

MP 590

1.314.58 a0.14011.54 L=10 ft

Wall Height: 12 ft

MP 660

1.101.310.09111.86 L=12 ft

Wall Height: 12 ft

MP 633

FOS ≥ 1.3CDR ≥ 1e/L ≤ 0.333CDR ≥ 1 Reinforcement Length (L)

Approx. Height & Backslope

Wall Location &

Stability Global

Bearing Eccentricity

Limiting SlidingMSE Wall Analysis Condition a - Bearing required the use of limit equilibrium bearing analysis.

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

MSE Wall

PAINT MOUNTAIN ROAD (FS 54)

Summary of External Stability Analysis - Static

Summary of External Stability Analysis - Seismic

CHEROKEE NATIONAL FOREST

Underdrain

NOT TO SCALE

underdrain details.

See Detail E605-A for

E204-02 Benching, See Detail

NOTE: Gabion Walls are prohibited on this project.

Any bedrock encountered on site is considered acceptable and suitable.

NOTE: All MSE walls are expected to be founded on soil.

FLATWOODS ROAD (FS 87)

Embankment Fill

Fill Reinforced

Retained Fill

Bedrock or Soil

Typical Section

Detail 2: Vegetation Establishment

Detail 1: Foundation Elevation 1: Installation system to match existing roadway elevation.

6. Place and compact embankment fill, where required, above the MSE wall

5. Vegetate the new wall system according to Detail 2.

sheet.

4. Install MSE wall in accordance with Section 255 and details 1 and 2 on this

3. Install free draining granular base to create a level working platform.

2. Prepare the foundation by roughly leveling the base of the excavation.

1. Excavate according to Section 209.

Construction Steps:

NOTE: Design the MSE wall according to Section 257 and submit it for review and approval.

:3 e b ru a ry

T y p ic a l S e c ti o p w w o rk in g

\i n fr a

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F O

-2

-2 (1 p ln d e t0

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TYPICAL SECTIONS

PROJECT

B02

U.S. DEPARTMENT OF TRANSPORTATION

CHEROKEE NATIONAL FOREST

NOT TO SCALE

Geocell with max density

Fill with topsoil

Non-woven geotextile (optional)

Subgrade

FLATWOODS ROAD (FS 87)

BRIAR CREEK ROAD (FS 188)

CELLULAR CONFINEMENT SYSTEM

V a r ie s

GENERALIZED CELLULAR CONFINEMENT SYSTEM SECTION

20+50 to 21+50

2+30 to 3+10 except paved surfaces, traveled way, or rock face.

Apply turf establishment to all disturbed area approved or directed by the CO.

Adjust the construction limits to fit field conditions as

Refer to the geotechnical report for site conditions.

NOTES:

TYPICAL SECTIONS

PROJECT

TN ERFO FS CHRKE804 2020-2(1) B03

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

CHEROKEE NATIONAL FOREST

:0 a r c h

S

O Q

S h e d u le p w w o r k in g

\i n f r a

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TABULATION OF QUANTITIES

PROJECT

C01

U.S. DEPARTMENT OF TRANSPORTATION

PAINT MOUNTAIN ROAD (FS 54)

CHEROKEE NATIONAL FOREST

:1 a r c h

S h e d u

B p w w o r k in g

\i n f r a

\l r a k e s \d

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TABULATION OF QUANTITIES

PROJECT

C02

U.S. DEPARTMENT OF TRANSPORTATION

FLATWOODS ROAD (FS 87)

CHEROKEE NATIONAL FOREST

:4 a r c h

S h e d u

C p w w o r k in g

\i n f r a

\l r a k e s \d

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TABULATION OF QUANTITIES

PROJECT

C03

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

CHEROKEE NATIONAL FOREST

:4 a r c h

A

E p w w o r k in g

\i n f r a

\l r a k e s \d

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SCHEDULE A

SUMMARIES AND SCHEDULES

PROJECT

C04

U.S. DEPARTMENT OF TRANSPORTATION

CHEROKEE NATIONAL FOREST

BRIAR CREEK ROAD (FS 188)

:4 a r c h

A

E a r th w o k p w w o r k in g

\i n f r a

\l r a k e s \d

\0

T N

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SCHEDULE A

SUMMARIES AND SCHEDULES

PROJECT

C05

U.S. DEPARTMENT OF TRANSPORTATION

CHEROKEE NATIONAL FOREST

BRIAR CREEK ROAD (FS 188)

NOTE: Refer to Drainage Schedule for quantity breakdown.

:4 a r c h

A

D r a in a g p w w o r k in g

\i n f r a

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\0

T N

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SCHEDULE A

SUMMARIES AND SCHEDULES

PROJECT

C06

U.S. DEPARTMENT OF TRANSPORTATION

CHEROKEE NATIONAL FOREST

BRIAR CREEK ROAD (FS 188)

:2 a r c h

A o n s tr

S ig p w w o r k in g

\i n f r a

\l r a k e s \d

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T N

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F O p ln g e n

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SCHEDULE A

SUMMARIES AND SCHEDULES

PROJECT

C07

U.S. DEPARTMENT OF TRANSPORTATION

CHEROKEE NATIONAL FOREST

PAINT MOUNTAIN ROAD (FS 54)

NOTE: Refer to Drainage Schedule for quantity breakdown.

:4 e b r u a r y

B

E

W D ra in

E p w w o r k in g

\i n f r a

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T N

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SCHEDULE B

SUMMARIES AND SCHEDULES

PROJECT

C08

U.S. DEPARTMENT OF TRANSPORTATION

CHEROKEE NATIONAL FOREST

PAINT MOUNTAIN ROAD (FS 54)

:2 a r c h

B n s tr

S ig p w w o r k in g

\i n f r a

\l r a k e s \d

\0

T N

E R

F O p ln g e n

.d g n

SCHEDULE B

SUMMARIES AND SCHEDULES

PROJECT

C09

U.S. DEPARTMENT OF TRANSPORTATION

CHEROKEE NATIONAL FOREST

FLATWOODS ROAD (FS 87)

:4 e b r u a r y

C

E

W D ra in

E p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

E R

F O p ln g e n

.d g n

SCHEDULE C

SUMMARIES AND SCHEDULES

PROJECT

C10

U.S. DEPARTMENT OF TRANSPORTATION

CHEROKEE NATIONAL FOREST

FLATWOODS ROAD (FS 87)

:1 a r c h

C n s tr

S ig p w w o r k in g

\i n f r a

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SCHEDULE C

SUMMARIES AND SCHEDULES

PROJECT

C11

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

CHEROKEE NATIONAL FOREST

ROADWAY SCHEDULE

:0 e b r u a r y

R o a d w a y

S c h e d u le

B r ia p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

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.d g n C12

PROJECT

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

CHEROKEE NATIONAL FOREST

SHEET 1 OF 3

AB C D

and location of all pipes for approval prior to ordering any pipe culvert materials.

adjusted for field conditions and to comply with the drainage details. Submit lengths

Proposed pipe lengths are estimates from field measurements, but may need to be

Detail E251-01 for pipes up to 48".

Place riprap at the outfall of all Type 1 and Type 2 pipe installations according to approximately 24 feet.

Exact measurements were not taken for existing pipes. Average pipe length is

See Drainage Details sheet.

NOTES:

A

B

C

D

DRAINAGE SCHEDULE

:4

F e b r u a r y

D r a in

S c h e d u le p w w o r k in g

\i n f r a

\l r a k e s \d

\0

T N

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PROJECT

C13

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

CHEROKEE NATIONAL FOREST

SHEET 2 OF 3

and location of all pipes for approval prior to ordering any pipe culvert materials.

adjusted for field conditions and to comply with the drainage details. Submit lengths

Proposed pipe lengths are estimates from field measurements, but may need to be

Detail E251-01 for pipes up to 48".

Place riprap at the outfall of all Type 1 and Type 2 pipe installations according to approximately 24 feet.

Exact measurements were not taken for existing pipes. Average pipe length is

See Drainage Details sheet.

NOTES:

A

B

C

D

A B

C D

DRAINAGE SCHEDULE

:0 e b r u a r y

D r a in

S c h e d u le p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

E R

F O p ln g e n

.d g n

PROJECT

C14

U.S. DEPARTMENT OF TRANSPORTATION

PAINT MOUNTAIN (FS 54)

CHEROKEE NATIONAL FOREST

SHEET 3 OF 3

B A C D and location of all pipes for approval prior to ordering any pipe culvert materials.

adjusted for field conditions and to comply with the drainage details. Submit lengths

Proposed pipe lengths are estimates from field measurements, but may need to be

Detail E251-01 for pipes up to 48".

Place riprap at the outfall of all Type 1 and Type 2 pipe installations according to approximately 24 feet.

Exact measurements were not taken for existing pipes. Average pipe length is

See Drainage Details sheet.

NOTES:

A

B

C

D

DRAINAGE SCHEDULE

:0 e b r u a r y

D r a in

S c h e d u le p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

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E R

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PROJECT

C15

50 feet 50 feet for width See plans i n c h control blankets temporary erosion

Seed and line with slope

Cut cover

12 inch min.

6 inch Aggregate

5 feet

Cut-off berm (earth) and outlet elevations at inlet

Match existing existing grade

Ditch slope to match

Riprap. See Detail E251-01

Outlet ditch or stream bed

Original ground existing pipe per plans

Remove and replace

Top of cutoff berm

2 feet

Edge of traveled way per plans

Proposed pipe

Grading C

Aggregate Base

6 inch proposed ground elevation

Pipe outlet to be at the

Original ground

Riprap. See Detail E251-01

Embankment of end of pipe from within 10 feet

Remove any debris

Original ground both ends of pipe

Remove all silt at of any debris or silt

Pipe to be cleared

1.5D

CL

CL

U.S. DEPARTMENT OF TRANSPORTATION

PAINT MOUNTAIN ROAD (FS 54)

NO SCALE

2H:1V 1 H :1

V subgrade

Road

A A

Ex. cut slope min. cover

12 inch

2% Min.

is necessary, taper 50 feet each side as shown above.

If that is not possible, then the road grade may need to be increased. When this set the pipe at the 2% minimum slope to meet the minimum cover requirement.

Note: In locations where a pipe size is increasing, drop the inlet elevation and

Proposed Ditch

Type 1 and 2

Type 1 existing pipe)

(Remove and replace

(New pipe installation)

Type 2

(Clean pipe only)

Type 3 directed.

existing skew unless otherwise replacing pipes, match the approved by the CO. Where determined in the field and direction as flow. Skew to be

Skew new pipes in same diameter

D = Prop. pipe

D+6"

DRAINAGE DETAILS

:1 e b r u a r y

T y p

S e c t_ p w w o r k in g \i n f r a \j f ie ld s \d

\0

T

N E

R F

O p ln g e n a .d g n

PROJECT

C16

7 1

2 2

3 2

P-FS188-5

P-FS188-6

P-FS188-7

P-FS188-8

N

0 1

2 3

9 1 0 1 1 1

P-FS188-1

P-FS188-2

P-FS188-3

P-FS188-4

N

E 3029669.333

N 709076.803

2+20.00

BEGIN WORK

MP 599 - Cellular Confinement System

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

119+99 to 135+12

Begin Roadway Reconditioning and Roadway Special Fill

Sta. 2+20 was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project NOTE:

existing and proposed pipes.

See the Drainage Schedule sheets for the scope of work for all

Scale in Feet

0 10050

-82.403336.224615+00

-82.401436.22772+20

-82.401836.22820+00

LongitudeLatitudeStation

Baseline GIS Data

:1 e b r u a r y

B r ia r h e p w w o r k in g

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PLAN

PROJECT

D01

Sheet 1 of 9

-82.399636.222730+00

-82.403336.224615+00

LongitudeLatitudeStation

Baseline GIS Data was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project

M a tc h lin e

M a tc h li n e

M a tc h lin e

P-FS188-9

P-FS188-10

P-FS188-11

P-FS188-12

P-FS188-13

N

50 5

2 5

P-FS188-14

P-FS188-15

P-FS188-16

P-FS188-17

P-

FS

8-

N

LF across old entrance

Construct new ditch 40

Sta. 54+15

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

30+00 to 60+00

End Roadway Special Fill

Sta. 30+50

Fill pond

Sta. 58+01 was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project work for all existing and proposed pipes.

See the Drainage Schedule sheets for the scope of

NOTE:

was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project

Scale in Feet

0 10050

-82.398336.225145+00

-82.399636.222730+00

LongitudeLatitudeStation

Baseline GIS Data

-82.394636.227160+00

-82.398336.225145+00

LongitudeLatitudeStation

Baseline GIS Data

:1 e b r u a r y

B r ia r h e p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

E R

F O p ln g e n

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PLAN

PROJECT

D02

Sheet 2 of 9

M a tc h li n e

M a tc h lin e

M a tc h li n e

M a tc h lin e

9 70

P-FS188-18

P-FS188-19

P-FS188-20

P-FS188-21

P-FS188-22

P-FS188-23

P-FS188-24

N

Begin Special Fill

Sta. 84+00

6 7

7 7

P-FS188-25

P-FS188-26

P-FS188-27

P-FS188-28

P-FS188-29

N down to next culvert

Recondition ditch 50 LF

Sta. 71+22

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

60+00 to 90+00 work for all existing and proposed pipes.

See the Drainage Schedule sheets for the scope of

NOTE:

was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project

Scale in Feet

0 10050

-82.390936.227575+00

-82.394636.227160+00

LongitudeLatitudeStation

Baseline GIS Data

-82.386936.229290+00

-82.390936.227575+00

LongitudeLatitudeStation

Baseline GIS Data

:1 e b r u a r y

B r ia r h e p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

E R

F O p ln g e n

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PLAN

PROJECT

D03

Sheet 3 of 9

M a tc h li n e

M a tc h lin e

M a tc h li n e

M a tc h lin e

End Special Fill

Sta. 90+20

4 9

6 9

9 1

Continue Roadway Reconditioning

P-FS188-30

P-FS188-31

P-FS188-32

N

3 1

9 1

P-FS188-33

P-FS188-34

P-FS188-35

Continue Roadway Reconditioning

P-FS188-36

MP 633 - MSE Wall

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

90+00 to 120+00

NOTE:

work for all existing and proposed pipes.

See the Drainage Schedule sheets for the scope of was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project

Scale in Feet

0 10050

-82.382436.2293105+00

-82.386936.229290+00

LongitudeLatitudeStation

Baseline GIS Data

-82.377536.2295120+00

-82.382436.2293105+00

LongitudeLatitudeStation

Baseline GIS Data

PLAN

:1 e b r u a r y

B r ia r h e p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

E R

F O p ln g e n

.d g n

CHEROKEE NATIONAL FOREST

PROJECT

D04

Sheet 4 of 9

M a tc h li n e

M a tc h lin e

M a tc h lin e

M a tc h li n e

Existing side road

Sta. 123+20

2 1

P-FS188-37

P-FS188-38

P-FS188-39

N

5 1

P-FS188-40

P-FS188-41

P-FS188-42

P-FS188-43

Reconditioning

Continue Roadway

Special Fill

End Roadway

Sta. 145+00

N structure

ex. structural plate AOP

Repair concrete foundation of

Sta. 124+25 uphill from this location

Begin Roadway Special Fill going

Sta. 136+31

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

120+00 to 150+00

Begin Roadway Special Fill

Sta. 124+25

End Roadway Special Fill

Sta. 127+90 work for all existing and proposed pipes.

See the Drainage Schedule sheets for the scope of

NOTE:

was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project

Scale in Feet

0 10050

-82.373236.2288135+00

-82.377536.2295120+00

LongitudeLatitudeStation

Baseline GIS Data

-82.368636.2297150+00

-82.373236.2288135+00

LongitudeLatitudeStation

Baseline GIS Data

PLAN

:1 e b r u a r y

B r ia r h e p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

E R

F O p ln g e n

.d g n

CHEROKEE NATIONAL FOREST

PROJECT

D05

Sheet 5 of 9

M a tc h li n e

M a tc h lin e

M a tc h li n e

M a tc h lin e

2 1

3 1

Reconditioning

Continue Roadway

P-FS188-44

P-FS188-45

Reconditioning

Continue Roadway

N

0 1

7 1 8 1

R e c o n d it io n in g

C o n ti n u e R o a d w a y

Reconditioning

Continue Roadway

N

Start Roadway Special Fill 150 LF

Sta. 159+69

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

150+00 to 180+00

End Roadway Special Fill

Sta. 161+19

Fill in hole

Sta. 167+31

NOTE:

work for all existing and proposed pipes.

See the Drainage Schedule sheets for the scope of was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project

Scale in Feet

0 10050

-82.366336.2318165+00

-82.368636.2297150+00

LongitudeLatitudeStation

Baseline GIS Data

-82.362236.2299180+00

-82.366336.2318165+00

LongitudeLatitudeStation

Baseline GIS Data

:1 e b r u a r y

B r ia r h e p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

E R

F O p ln g e n

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PLAN

PROJECT

D06

Sheet 6 of 9

M a tc h li n e

M a tc h lin e

M a tc h li n e

M a tc h lin e

P-FS188-46

P-FS188-47

Continue Roadway

Reconditioning

N

200 205

Reconditioning

Continue Roadway

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

180+00 to 207+00

End Roadway Special Fill

Sta. 206+93

Begin Roadway Special Fill

Sta. 204+93 was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project work for all existing and proposed pipes.

See the Drainage Schedule sheets for the scope of

NOTE:

was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project

Scale in Feet

0 10050

-82.359936.2296200+00

-82.362236.2299180+00

LongitudeLatitudeStation

Baseline GIS Data

-82.358636.2290207+00

-82.359936.2296200+00

LongitudeLatitudeStation

Baseline GIS Data

:1 e b r u a r y

B r ia r h e p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

E R

F O p ln g e n

.d g n

PLAN

PROJECT

D07

Sheet 7 of 9

M a tc h li n e

Matchline 200+00

M a tc h lin e

M a tc h li n e

2 2 3 2 4 2 5 2 6 2 7 2

0 2

P-FS188-48

N

5 2

Reconditioning

Continue Roadway

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

207+00 to 240+00 was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project

Scale in Feet

0 10050 work for all existing and proposed pipes.

See the Drainage Schedule sheets for the scope of

NOTE:

-82.361336.2267225+00

-82.358636.2290207+00

LongitudeLatitudeStation

Baseline GIS Data

-82.364436.2234240+00

-82.361336.2267225+00

LongitudeLatitudeStation

Baseline GIS Data

:1 e b r u a r y

B r ia r h e p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

E R

F O p ln g e n

.d g n

PLAN

PROJECT

D08

Sheet 8 of 9

Matchline 207+00

M a tc h lin e

M a tc h li n e

M a tc h lin e

0 2

1 2 2 2 3 2 4 2 5 2

P-FS188-49

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

240+00 to 249+61

E 3040426.631

N 707004.907

249+61

END WORK

Include 60' diameter cul-de-sac turnaround

End Roadway Reconditioning.

Sta. 249+61 was not surveyed. See Note on Vicinity and Sheet Key Map.

NOTE: Coordinates are approximate from GIS. The project

Scale in Feet

0 10050

NOTE:

work for all existing and proposed pipes.

See the Drainage Schedule sheets for the scope of

-82.365236.2209249+61

-82.364436.2234240+00

LongitudeLatitudeStation

Baseline GIS Data

:1 e b r u a r y

B r ia r h e p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

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F O p ln g e n

.d g n

PLAN

PROJECT

D09

Sheet 9 of 9

M a tc h li n e

IN

V

.3 1'

IN

V

.2 6'

C

M P

EL

G

PS

S

PI

K E

N A

IL

H

+ 2

P

JH

G

PS

S

PI

K E

N A

IL

N ty p

.5

Existing EOT (typ.)

20+50.00 to 21+50.00

Bottom of Cellular Confinement System, elev. 2056

E 3029440.150

N 707644.851

19+91.56

BEGIN WORK

E 3029597.680

N 707533.913

21+94.70

END WORK

Existing ground

20+50.00 to 21+50.00

Bottom of Cellular Confinement System, elev. 2056

Cellular Confinement SystemSee Note

Match existing elev.

19+91.56

BEGIN WORK

See Note

Match existing elev.

21+94.70

END WORK

existing cross slope or crown.

ground elevation. Maintain the overlay and existing graded transitions between

NOTE: Provide gradually

OFFICE OF FEDERAL LANDS HIGHWAY

PLAN-PROFILE

MP 0.40

24" CMP Pipe

20+00 20+50 21+00 21+50 22+00 22+50

2,050 2,050

2,052 2,052

2,054 2,054

2,056 2,056

2,058 2,058

2,060 2,060

2,062 2,062

2,064 2,064

2,066 2,066

2,068 2,068

2,070 2,070

2,072 2,072

2,074 2,074

2,076 2,076

2,078 2,078

2,080 2,080

2,082 2,082

2,084 2,084

2,086 2,086

2,088 2,088

Scale in Feet

0 2010

:3 e b r u a r y b r ia r N

E W

S h e p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

E R

F O p ln p p

.d g n

PROJECT

D10 areas as shown on the plans. Adjust proposed pipe locations as needed roadway, therefore alignment data is not provided except for select actual alignment. The intent is to follow the existing curvature of the survey equipment. This could result in minor variations compared to the

The project baseline and pipe locations were created from GIS, not from

NOTE

CHEROKEE NATIONAL FOREST

on field conditions during the time of construction.

area will be determined by the CO based

Expansion and Reduction of the GeoCell shall follow manufacturer guidelines and penetration of the geocell

NOTE: Details for anchoring

IE= 2415.09'

IE= 2413.65'

C

M P

GPS

REB & CAP

JH

BM

GPS

N

117+00 to 118+60.00

Bottom of MSE wall, elev. 2408

Centerline

Existing EOT (typ.)

Proposed EOT (typ.)

v a r

See MSE Wall Typical Sheet

E 3036322.498

N 709964.900

116+36.86

BEGIN WORK

E 3036570.967

N 710008.648

118+89.79

END WORK

117+00.00 to 118+60.00

Bottom of MSE wall, elev. 2408

See MSE Wall Typical Section

Existing ground

2% see Det. E605-A

Underdrain, See Note

Match existing elev.

116+36.86

BEGIN WORK

See Note

Match existing elev.

118+89.79

END WORK

24" CMP Pipe existing cross slope or crown.

ground elevation. Maintain the overlay and existing graded transitions between

NOTE: Provide gradually

OFFICE OF FEDERAL LANDS HIGHWAY

MP 2.20

are to be designed by the Contractor's wall designer.

NOTE: The dimensions and drawings for the stepping of the MSE wall

8 1

116+50 117+00 117+50 118+00 118+50 119+00

2,400 2,400

2,402 2,402

2,404 2,404

2,406 2,406

2,408 2,408

2,410 2,410

2,412 2,412

2,414 2,414

2,416 2,416

2,418 2,418

2,420 2,420

2,422 2,422

2,424 2,424

2,426 2,426

2,428 2,428

2,430 2,430

2,432 2,432

2,434 2,434

Scale in Feet

0 2010

:3 e b r u a r y b r ia r

S h e p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

E R

F O p ln p p

.d g n

PROJECT

D11 areas as shown on the plans. Adjust proposed pipe locations as needed roadway, therefore alignment data is not provided except for select actual alignment. The intent is to follow the existing curvature of the survey equipment. This could result in minor variations compared to the

The project baseline and pipe locations were created from GIS, not from

NOTE

R

C P

R

EF

ER

EN

C E

PO

IN

T

P

R

EB

-C

A P

P

R

EB

-C

A

C A

M P

TO

M H

O W

A R D R

D

P

TR

A V M

A G

R

EF

ER

EN

C E

PO

IN

T

WASHOUT AREA

N ty p

Centerline

Proposed EOT (typ.)

Existing EOT (typ.)

0+05.00 to 2+40.00

Bottom of MSE wall, off. var. 21'-45'

2+30.00 to 3+10.00

Cellular Confinement System, off. var. 88'-93'

Typical Sections

See MSE wall, Cellular Confinement System

E 3132465.94

N 817633.345

0+01.02

BEGIN WORK

E 3132177.233

N 817493.621

3+46.60

END WORK

2+30.00 to 3+10.00 elev. 1841

Top of Cellular Confinement System, 0+05.00 to 2+40.00

Bottom of MSE wall, elev. 1762

Existing ground

See MSE Wall Typical Section

Cellular Confinement System

See Note

Match existing elev.

0+01.02

BEGIN WORK

See Note

Match existing elev.

3+46.60

END WORK

Underdrain, see Det. E605-A existing cross slope or crown.

ground elevation. Maintain the overlay and existing graded transitions between

NOTE: Provide gradually

OFFICE OF FEDERAL LANDS HIGHWAY

MP 5.78

FLATWOODS ROAD (FS 87)

SCHEDULE C

Existing 18" RCP

2 3

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50

1,762 1,762 1,764 1,764 1,766 1,766 1,768 1,768 1,770 1,770 1,772 1,772 1,774 1,774 1,776 1,776 1,778 1,778 1,780 1,780 1,782 1,782 1,784 1,784 1,786 1,786 1,788 1,788 1,790 1,790 1,792 1,792 1,794 1,794 1,796 1,796 1,798 1,798 1,800 1,800 1,802 1,802 1,804 1,804 1,806 1,806 1,808 1,808 1,810 1,810 1,812 1,812 1,814 1,814 1,816 1,816 1,818 1,818 1,820 1,820 1,822 1,822 1,824 1,824 1,826 1,826 1,828 1,828 1,830 1,830 1,832 1,832 1,834 1,834 1,836 1,836 1,838 1,838 1,840 1,840 1,842 1,842

Scale in Feet

0 4020

:3 e b r u a r y f la tw o o d s

S h e p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

E R

F O p ln p p

.d g n approved by the CO.

the plans. Adjust proposed pipe locations as needed to fit field conditions as therefore alignment data is not provided except for select areas as shown on alignment. The intent is to follow the existing curvature of the roadway, equipment. This could result in minor variations compared to the actual

The project baseline and pipe locations were created from GIS, not from survey

NOTE

PROJECT

D12

G P S

P

LO

D

L O

D

L O

D

LOD

LOD

LOD

L O

D

LOD

L O

D

IE 1

.00

IE

4.

N v a r

E 2886784.152

N 601925.589

0+61.66

BEGIN WORK

E 2886839.798

N 602043.437

1+95.32

END WORK

2% Underdrain, see Det. E605-A

See MSE Wall Typical Section

Existing ground

0+98.00 to 1+48.00

Bottom of MSE wall, elev. 1306

Centerline

Offset varies 11' to 17'

Bottom of MSE wall, 0+98.00 to 1+48.00 existing cross slope or crown.

existing ground elevation. Maintain transitions between the overlay and

NOTE: Provide gradually graded

See Note

Match existing elev.

0+61.66

BEGIN WORK

See Note

Match existing elev.

1+95.32

END WORK

Wall Typical Section

See MSE

IE 1293.46'

Construct new 24" CMP

Washout

ExistingEOT (typ.)

Existing

I N P

R O

F I L E

S E

E N

O T

E

EOT (typ.)

Existing

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLAN-PROFILE

PAINT MOUNTAIN ROAD (FS 54)

MP 4.81

are to be designed by the Contractor's wall designer.

NOTE: The dimensions and drawings for the stepping of the MSE wall w/ non-shrink grout

Backfill existing 15" CMP @ IE 1293.46

Ditch Reconditioning

C

M P

0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00

1,305 1,305

1,310 1,310

1,315 1,315

1,320 1,320

1,325 1,325

Scale in Feet

0 105

CHEROKEE NATIONAL FOREST

0 5 10

Scale in Feet

:2 e b r u a r y p a in t5

S h e p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

E R

F O p ln p p

.d g n needed to fit field conditions as approved by the CO.

shown on the plans. Adjust proposed pipe locations as alignment data is not provided except for select areas as to follow the existing curvature of the roadway, therefore variations compared to the actual alignment. The intent is

GIS, not from survey equipment. This could result in minor

The project baseline and pipe locations were created from

NOTE PROJECT

D13

Existing EOT (typ.)

Centerline

Existing EOT (typ.)

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PLAN-PROFILE

PAINT MOUNTAIN ROAD (FS 54)

MP 0.00

E 2885627.7187

N 604362.5537

0+91.00

BEGIN WORK

E 2885655.9190

N 604379.4676

1+25.00

END WORK

See Note

Match existing elev.

0+91.00

BEGIN WORK

See Note

Match existing elev.

1+25.00

END WORK

Existing ground existing cross slope or crown.

existing ground elevation. Maintain transitions between the overlay and

NOTE: Provide gradually graded

P-FSR54-1

and return to forest service.

Note: Contractor to salvage existing pipe

N32°20'36"W

ELLI

PT

ICAL

CULVERT

0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50

1,565 1,565

1,570 1,570

1,575 1,575

0 5 10

Scale in Feet

CHEROKEE NATIONAL FOREST

:2 e b r u a r y p a in t5 h e p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

E R

F O p ln p p

.d g n

PROJECT

D14 needed to fit field conditions as approved by the CO.

shown on the plans. Adjust proposed pipe locations as alignment data is not provided except for select areas as to follow the existing curvature of the roadway, therefore variations compared to the actual alignment. The intent is

GIS, not from survey equipment. This could result in minor

The project baseline and pipe locations were created from

NOTE

STA 1+00.84

84" by 57" ELLIPTICAL CULVERT

IE 1565.19

.0

4.7 miles (FS 188), 0.07 miles (FS 54), and 0.04 miles (FS 87) miscellaneous work.

roadway and ditch reconditioning, aggregate resurfacing, drainage improvements, slope stabilization, and other

This work includes . 87 (Flatwoods Road) for a length of

This project consists of repairs to segments of Forest Service Roads 54 (Paint Mountain Road), 188 (Briar Creek Road), and

Project Description

Response Center at 1-800-424-8802.

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

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

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

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

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

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

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

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

Waste, garbage, sanitary waste

Soaps, solvents used for vehicle washing

Fuels, oils, equipment-related compounds

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

The following discharges are prohibited:

Prohibited Discharges

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

measures.

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

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

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

Officer (CO).

Do not modify the type, size, or location of any control or practice without prior approval from the Contracting for Construction of Roads and Bridges on Federal Highway Projects, FP-24, 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 does not leave the project site. Perimeter controls include specified measures outside the construction limits.

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

Phase I Establish Perimeter Controls

Sequence of Construction

Remove all other perimeter controls when directed by the CO.

Remove all devices used for dewatering.

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

disturbed areas where vegetation has not established.

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

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

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

Phase III Final Construction / Stabilization and staging areas.

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

7 days of stockpiling.

Apply temporary turf establishment to stockpiles remaining in place longer than 14 days within completed culverts.

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

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

Install inlet protection prior to diverting water through inlets.

storm runoff.

At the end of each day’s grading operations, shape earthwork to minimize and control erosion from

625.

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

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

Apply intermediate controls during rough grading operations. Install check dams in ditches along the

Phase II Intermediate Controls

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

conform to the detail.

dam when it reaches half the height of the device. Repair structures as necessary so they continue to Check Dams- inspect weekly and after each runoff event. Remove sediment deposits from the check when it reaches half the height of the device. Replace damaged fiber roll within 24 hours of inspection.

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

0.25 inches or more, and daily during wet weather. Repair or replace any damaged measures by the Check and maintain erosion control measures once every 7 days and within 24 hours after a rain of according to Section 157, the details shown in the plans, and the individual permitting requirements.

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

Maintenance and Inspection Procedures

CONTROL NARRATIVE

EROSION AND SEDIMENT1

:4 e b ru a ry

E

S C

N a rr a ti v p w w o rk in g \i n fr a

\j fi e ld s \d

\0

T N

E R

F O

-2 -2

(1 p ln e c .d g n

PROJECT

TN ERFO FS CHRKE804 2020-2(1) M01

0 1

2 3

9 1 0 1 1 1

P-FS188-1

P-FS188-2

P-FS188-3

P-FS188-4

N

LOD

LOD

LOD

LOD LOD

LOD

LO

D

L O

D

LO

DL

O D

LOD

LOD

LOD

LOD

LOD

L O

D

7 1

2 2

3 2

P-FS188-5

P-FS188-6

P-FS188-7

P-FS188-8

N

E 3029669.342

N 709076.986

2+20.00

BEGIN WORK

MP 599 - Cellular Confinement System

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

0+00 to 30+00

& Roadway Special Fill Begin Roadway Reconditioning Sta. 2+20

Special fill

Riprap at culvert outlet

Fiber roll check dam

LEGEND

existing and proposed pipes.

for the scope of work for all

4. See the Drainage Schedule Sheets requirements.

Narrative for erosion control

3. See Erosion and Sediment Control culvert outlets. See detail E251-01.

2. Place riprap at all proposed are required.

where excavation and embankment

1. Place fiber roll check dams in ditches

NOTES:

Scale in Feet

0 10050

:3 e b r u a r y

B

L

B ri r1 p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

E R

F O p ln e c

.d g n

CONTROL PLAN

EROSION AND SEDIMENT

PROJECT

M02

Sheet 1 of 9

M a tc h lin e

M a tc h li n e

0 M a tc h lin e

P-FS188-9

P-FS188-10

P-FS188-11

P-FS188-12

P-FS188-13

N

50 5

2 5

P-FS188-14

P-FS188-15

P-FS188-16

P-FS188-17

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

30+00 to 60+00

Start Roadway Special Fill Sta. 30+50

LF across old entrance Construct new ditch 40 Sta. 54+15

Fill pond Sta. 58+01

Special fill

Riprap at culvert outlet

Fiber roll check dam

LEGEND

existing and proposed pipes.

for the scope of work for all

4. See the Drainage Schedule Sheets requirements.

Narrative for erosion control

3. See Erosion and Sediment Control culvert outlets. See detail E251-01.

2. Place riprap at all proposed are required.

where excavation and embankment

1. Place fiber roll check dams in ditches

NOTES:

Scale in Feet

0 10050

:3 e b r u a r y

B

L

B ri r2 p w w o r k in g

\i n f r a

\j f ie ld s \d

\0

T N

E R

F O p ln e c

.d g n

CONTROL PLAN

EROSION AND SEDIMENT

PROJECT

M03

Sheet 2 of 9

M a tc h li n e

M a tc h li n e

M a tc h li n e

M a tc h li n e

9 70

P-FS188-18

P-FS188-19

P-FS188-20

P-FS188-21

P-FS188-22

P-FS188-23

P-FS188-24

N

Begin Special Fill

Sta. 84+00

6 7

7 7

P-FS188-25

P-FS188-26

P-FS188-27

P-FS188-28

P-FS188-29

U.S. DEPARTMENT OF TRANSPORTATION

BRIAR CREEK ROAD (FS 188)

60+00 to 90+00 down to next culvert Recondition ditch 50 LF Sta. 71+22

Special fill

Riprap at culvert outlet

Fiber roll c