J5 - Bald River Falls Final Plans w_traffic_control.pdf

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Attached to
Bald River Falls Bridge Replacement and NFSR 35 Reconditioning
Solicitation number
12445222B0002
Issued by

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This federal solicitation involves a bridge replacement and road reconditioning project. The scope of work includes replacing an existing 3-span, 200 foot bridge over Bald River Falls with a new 2-span structure comprised of pre-stressed concrete box beams and a single center pier. Additional work encompasses clearing, grubbing, bridge rail, guardrail, masonry and paving. Tellico River Road will close during construction requiring the contractor to maintain the detour route consisting of NFSRs 216, 217 and 35. Ongoing detour maintenance includes grading, mowing, culvert cleaning and tree/snow removal on the detour roads through the life of the contract. The project is located in the Cherohala Skyway east of Tellico Plains, Tennessee. The estimated value ranges from $5 million to $10 million. The soliciting agency is the United States Department of Agriculture Forest Service.

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BRETT YAW

Digitally signed by BRETT

YAW

Date: 2021.03.26 11:48:32 -04'00'

DOUGLAS

BYERLY

Digitally signed by

DOUGLAS BYERLY

Date: 2021.03.26 13:55:18 -04'00'

STEPHANIE

BLAND

Digitally signed by

STEPHANIE BLAND

Date: 2021.03.26 14:35:24 -04'00'

DERRICK

MORRIS

Digitally signed by

DERRICK MORRIS

Date: 2021.03.30 11:59:41 -04'00'

MARK

MENG

Digitally signed by MARK

MENG

Date: 2021.04.01 10:43:37 -04'00'

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

ENGINEERS

TGS

U.S.D.A. FOREST SERVICE 2

REGION 8

TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST GENERAL NOTES & STANDARD DETAILS

GENERAL NOTES STANDARD DRAWINGS

635-14 TEMPORARY TRAFFIC CONTROL SIGN INSTALLATION WOOD POSTS

635-3 DELINEATION AND SIGNING FOR UNMARKED PAVEMENTS

635-1 TEMPORARY TRAFFIC CONTROL ADVANCE SIGNING

TRAFFIC CONTROL

617-69 TL-2 END TERMINAL FOR STEEL BACKED TIMBER GUARDRAIL

617-67 STEEL BACKED TIMBER GUARDRAIL TL-2 TRANSITION TO STRAIGHT OR CURVED END STRUCTURE

617-60 STEEL BACKED TIMBER GUARDRAIL TYPE A & B

615-1 WHEELCHAIR RAMP CURB CUT

ROADWAY

157-6 CHECK DAM

157-4 SEDIMENT TRAP

157-3 STRAW BALES

EROSION CONTROL

STD.NO. TITLE

FP-14 ENGLISH STANDARD DRAWINGS

PRIOR TO PERFORMING ANY WORK.

PLAN ACCORDING TO FP-14 SHALL BE SUBMITTED AND APPROVED BY THE CONTRACT OFFICER

THE STREAM SHALL BE PROTECTED AT ALL TIMES.A TEMPORARY STREAM CROSSING AND BRIDGE DEMOLITION

STREAM CROSSING:

CONSULT THOSE WHILE ALSO MAKING HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.

SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD

SUBSURFACE PLANS:

WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL.

CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT

THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING

GUARDRAIL:

SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH FP-14

ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF

SHOULDER CONSTRUCTION:

SECTIONS.

SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL

FP-14 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.

ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH

SUPERELEVATION:

CLEARING ON THIS PROJECT SHALL BE PERFORMED TO FIVE FEET FROM THE SHOULDER POINT.

CLEARING:

PROPER TIE-IN.

PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A

ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE

ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT

SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES

THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED

GRADING AND SURFACING OR RESURFACING AND WIDENING:

ELEVATIONS AS DIRECTED BY THE ENGINEER.

WING WALLS TO TIE TO EXISTING CONTOURS AND WILL BE BACKFILLED TO EXISTING

ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.

ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE

SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE

THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED

GRADING AND SURFACING:

GRADE LINE:

GENERAL NOTES: FP-14 SPECIFICATIONS

lbryson Placed Image lbryson Placed Image

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

ENGINEERS

TGS

Existing Edge of Pavement

Existing Curb

Proposed Slope Stakes Cut

Proposed Slope Stakes Fill

Existing Metal Guardrail

Existing Cable Guiderail

Proposed Guardrail

Equality Symbol

Pavement Removal

C

F

HYDROLOGY:

Stream or Body of Water

Hydro, Pool or Reservoir

Flow Arrow

Disappearing Stream

Spring z v

W

K Proposed Lateral, Tail, Head Ditch

False Sump

Proposed Cable Guiderail

MAJOR:

Bridge, Tunnel or Box Culvert

Bridge Wing Wall, Head Wall and End Wall

MINOR:

Head and End Wall

Pipe Culvert

Footbridge

Paved Ditch Gutter

ROADS AND RELATED FEATURES:

CONC

CONC WW

v v

Drainage Box: Catch Basin, DI or JB

Storm Sewer

Storm Sewer Manhole m

BOUNDARIES AND PROPERTY:

State Line

County Line

Township Line

City Line

Reservation Line

Property Line

Existing Iron Pin

Property Corner

Property Monument

Existing Fence Line

Proposed Woven Wire Fence

Proposed Chain Link Fence

Proposed Barbed Wire Fence g

F

Existing Wetland Boundary

Proposed Wetland Boundary

Existing Endangered Animal Boundary

Existing Endangered Plant Boundary

VEGETATION:

Single Tree

Y

Vineyard

Single Shrub

Hedge

Woods Line

Orchard

Vineyard

FLOW

WLB

EIP

B

ECM

CONC HW

CB

EXISTING STRUCTURES:

Parcel / Sequence Number

Note: Not to Scale

WLB

EAB

EPB

S

Jurisdictional Stream JS

Buffer Zone 1

Buffer Zone 2

BZ 1

BZ 2

Wetland

CRProposed Curb Ramp

CONVENTIONAL PLAN SHEET SYMBOLS

Known Soil Contamination: Area or Site

Potential Soil Contamination: Area or Site

U.S.D.A. FOREST SERVICE

CONVENTIONAL SYMBOLS

TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST 3

lbryson Placed Image

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST CONCRETE FLUME DETAIL 5

lbryson Placed Image

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST 6GATE DETAIL

PLAN VIEW

ELEVATION

Finish coatc) intermediate coatb)

Prime coata) fabrication. Finished color of gate shall be brown.

Gate and locking posts shall be painted as followafter

SPECIFICATION SECTION 601.

Concrete shall be in accordance with the requirements of

Pipe shall meet the requirements of ASTM A 53, GRADE B.

Center Post shall be removable

Provide shop drawings for approval by CO.

Exact location to be agreed upon by CO.

NOTES:

TYPE 1 BARRICADE MARKERS

1' x 3' RED & WHITE, (R11-2)

30" x 15"

EACH POST

OBJECT MARKER EACH SIDE,

4" x 12", TYPE 2 (MUTCD)

CLOSED

ROAD

GATE

BLOCK

DO NOT

PARKING

NO

GATE

BLOCK

DO NOT

PARKING

NO

CLOSED

ROAD

12' (TYP)

lbryson Placed Image

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST 7BOLLARD DETAIL

lbryson Placed Image

MONROE COUNTY, TN

FS 210 - 6.110

ENGINEERS

TGS

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

GRADE

POINT

CL

TYPICAL SECTION

GRADE

POINT

CL

GRADE

POINT

SEE X-SECTIONS

1:1

C1

E1 E1

C1

1:

FT/FT

0.08 FT/FT

0.08

FT/FT

0.02

GROUND

EXIST.

2:1 MAX

VARIES

2:1 M

AX

-L- STA. 17+75.00 TO -L- STA. 18+25.00

-L- STA. 11+10.00 TO -L- STA. 11+60.00

9'-0"

GRADE TO THIS LINE THIS LINE

GRADE TO

U

W

NOTE: TRANSITION BETWEEN EXISTING AND TYP. SECT. NO.1 AS FOLLOWS:

-L- STA. 15+41.19 (END BRIDGE) TO -L- STA. 17+75.00

-L- STA. 11+60.00 TO -L- STA. 13+68.81 (BEGIN BRIDGE)

TYPICAL SECTION NO. 1

USE TYPICAL SECTION NO. 1

2'-0" 2'-0"

C SURVEY L

Detail Showing Method of Wedging

PROP. WEDGING

NOTE: MIRROR FOR END OF CONSTRUCTION

EXIST. PAVEMENT

C O

N S T R

U C

T

IO

N B E

G

IN

O R

E

N D

USE MILLING DETAIL AS FOLLOWS:

C1 C2 E2

C1 V

2"

25'-0" MIN

PER 1" SURFACE LIFT

U

W

3" MIN. 3" MIN.

-L- STA. 17+75.00 TO -L- STA. 18+25.00

-L- STA. 11+10.00 TO -L- STA. 11+60.00

MILLING AND RESURFACING:

TYPICAL SECTION NO. 2

USE TYPICAL SECTION NO. 2

-L- STA. 13+68.81 TO -L- STA. 14+55.00

GROUND

EXIST.

CL-L- (FS 210 - 6.110)

TYPICAL SECTION NO. 3

USE TYPICAL SECTION NO. 3

-L- STA. 14+55.00 TO -L- STA. 15+41.19

PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE A MIX, AT

E1 AN AVERAGE RATE OF 410 LBS. PER SQ. YD.

T EARTH MATERIAL

U EXISTING PAVEMENT

W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAILS THIS SHEET)

E2

F I N A L P A V E M E N T S C H E D U L E

V MILLING EXISTING PAVEMENT (SEE MILLING DETAILS THIS SHEET)

R1 SHOULDER BERM GUTTER

PROP. APPROX. 2 •" ASPHALT CONCRETE SURFACE COURSE, TYPE D MIX,

AT AN AVERAGE RATE OF 113.5 LBS. PER SQ. YD. IN EACH OF TWO

LAYERS.

C1

PROP. SURF. COURSE (2")

0 to 2" DEPTH

MILLING

18'-0"

9'-0"

5'-0" WITH GUARDRAIL

9'-0"

Sidewalk

1'-0"

Rail Pedestrian

12'-0"

36'-0" OUT TO OUT

12'-0"1'-3"

Rail Metal 2 Bar

FT/FT

0.02

FT/FT

0.02

1'

M e ta l R a il

12 - 33" BOX BEAM UNITS =36'

13 - 33" BOX BEAM UNITS =39'

FT/FT

0.02

FT/FT

0.02

21'-0"12'-0"12'-0"

48'-0" OUT TO OUT

1'-0"

Rail Pedestrian

Rail Metal 2 Bar

1'-3" Sidewalk & Observation Deck

1'

M e ta l R a il

MIN.

"2

11MIN.

"2

C2 C2

E1

C1

1:

FT/FT

0.02

FT/FT

0.08

4:1

2:1 MAX

2:1 M

AX

GROUND

EXIST.

ADD 3' FOR GUARDRAIL LOCATIONS.

LIMITS FOR ALL OTHER LOCATIONS.

ADD MINIMUM 2' PAST PAVED SHOULDER

INSET A

THIS LINE

GRADE TO

GROUND

EXIST.

8'-0"

TYP. SECT. NO. 1

MATCHLINE

FT/FT

0.02

THIS LINE

GRADE TO

USE INSET B

2:1 M A X

GROUND

EXIST.R1

E1

C1

TYP. SECT. NO. 1

MATCHLINE

2'-0"

-L- STA. 13+57.81 (BEGIN APPROACH SLAB) LT

-L- STA. 13+37.81 TO

2'-5"

INSET B

USE INSET A

0'-0" TO 3'-4"

0'-0" TO 3'-9"

-L- STA. 15+52.19 (END APPROACH SLAB) TO -L- STA. 16+23.71 LT

-L- STA. 12+88.37 TO -L- STA. 13+37.81 (BEGIN SHOULDER BERM GUTTER) LT

"2

"2 16 "2

-L- 15+48.91 TO 17+00

AND FROM

-L- 11+10.00 TO 13+68.81

PAVEMENT FROM

NOTE: USE FULL DEPTH

TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST

MILLING PROFILE DETAIL 1 2 3 4 5 6 7 8 9 10 11 12 13

1 2 3 4 5 6 7 8 9 10 11 12

INSET C

MATCHLINE

"2

INSET A & B

MATCHLINE

FT/FT

0.02

USE INSET C

E1

C1

TYP. SECT. NO. 1

MATCHLINE

INSET C

"2

16 VARIES SEE XSC

EXIST. GROUND

-L- STA. 15+73.50 TO -L- STA. 18+03.25 RT

PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE D MIX,

AT AN AVERAGE RATE OF 91 LBS. PER SQ. YD. PER 1" DEPTH. TO

BE PLACED IN LAYERS NOT LESS THAN 1" OR GREATER THAN 1 •"IN DEPTH.

C2

PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE SHOWN.

NOTE: USE FP-14 AND TDOT SPECS FOR PLACEMENT OF ASPHALT PAVEMENT

THAN 5•" IN DEPTH.

BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER

AT AN AVERAGE RATE OF 102.5 LBS. PER SQ. YD. PER 1" DEPTH. TO

PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE A MIX,

FT/FT

0.02 lbryson Placed Image

CR

ENGINEERS

TGS

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

13121110 14 15 16

1,365

1,375

1,385

1,395

1,355

1,345

1,335 1,335

1,345

1,355

1,365

1,375

1,385

1,395

17 18 19 20

MONROE COUNTY, TN

FS 210 - 6.11

BRIDGE HYDRAULIC DATA

500 YEAR WATER SURFACE = 1347.9

500 YEAR VELOCITY = 13.4

500 YEAR DISCHARGE = 7110

100 YEAR WATER SURFACE = 1347.2

100 YEAR VELOCITY = 12.2

100 YEAR DISCHARGE = 5400

50 YEAR WATER SURFACE = 1347.0

50 YEAR VELOCITY = 11.6

50 YEAR DISCHARGE = 4670

25 YEAR WATER SURFACE = 1346.7

25 YEAR VELOCITY = 11.0

25 YEAR DISCHARGE = 4010

10 YEAR WATER SURFACE = 1346.3

10 YEAR VELOCITY = 10.1

10 YEAR DISCHARGE = 3150 CFS

EXISTING

500 YEAR WATER SURFACE = 1347.7

500 YEAR VELOCITY = 13.7

500 YEAR DISCHARGE = 7110

100 YEAR WATER SURFACE = 1347.2

100 YEAR VELOCITY = 12.5

50 YEAR WATER SURFACE = 1346.9

50 YEAR VELOCITY = 11.9

50 YEAR DISCHARGE = 4670

25 YEAR WATER SURFACE = 1346.6

25 YEAR VELOCITY = 11.2

25 YEAR DISCHARGE = 4010

10 YEAR WATER SURFACE = 1346.3

10 YEAR VELOCITY = 10.3

10 YEAR DISCHARGE = 3150 CFS

PROPOSED

SURFACE ELEVATION & VELOCITY

FLOWMASTER WAS USED TO CALCULATE WATER

SURROUNDING STRUCTURES.

PROJECT DOES NOT ADVERSELY AFFECT ANY

PLAN & PROFILE SHEET

TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST

INSET A

SIDEWALK

CURB RAMP

GRAPHIC SCALE

502525

NOT TO SCALE

23'

AS DIRECTED BY THE ENGINEER

12' FROM END OF BRIDGE

RAIL TO BE EXTENDED

BOLLARD

SEE DETAILS

@ 4' OC

BOLLARDS

TIMBER

B a ld iv e r

B e r

Tellico River

BALD

RI

VER

FALL

S

App ro xi m at e

Lo ca tio n

Tellico River

Tellico Riv er

BST

BST

ISLAND

BST

TO EXIST

50' TAPER

TYP

20'

50'

TAP

ER

TO

EXIS

T

-L- STA 11+10.00

BEGIN PROJECT

-L- STA 18+25.00

END PROJECT

8.9'

9.1'

8.9'

TYP.

20'

PI Sta 11+59.22

D

L = 318.40'

T = 159.22'

R = 8,000.00'

PI Sta 13+60.72

D

L = 84.62'

T = 42.32'

R = 1,550.00'

PI Sta 17+33.54

D

L = 365.12'

T = 185.11'

R = 900.00'

PI Sta 19+78.78

D

L = 130.00'

T = 65.22'

R = 650.00'

-L- CURVE DATA

DS = > 45 MPH DS = > 45 MPH DS = > 45 MPH DS = 40 MPH

-L- PC 10+00.00

-L- PC 15+48.44

-L- PT 14+03.02

-L- PCC 13+18.40

-L- PT 20+43.56-L- PCC 19+13.56

28.5'

-L- STA 13+37.81

BERM GUTTER

BEGIN SHOULDER

-L- STA 12+88.37

PAVED SHOULDER

BEGIN FULL DEPTH

-L- STA 16+23.71

PAVED SHOULDER

END FULL DEPTH

CLEARING LIMITS

CLEARING LIMITS

CLEARING LIMITS

CLEARING LIMITS

CR

SEE INSET A

TO EMBANKMENT

GUARDRAIL TO TIE

(N 365963.66,E 2511975.99)

-L- STA 13+68.81

BEGIN BRIDGE

(N 365903.06,E 2512137.36)

-L- STA 15+41.19

END BRIDGE

(N 365933.18,E 2512056.61)

-L- STA 14+55.00

(SEE SHEET 67 & 68)

ASPHALT PULLOFF

RESURFACE EXISTING

ELEV. 1374.80

-L- STA. 11+10.00

BEGIN GRADE -L- STA. 13+68.81

BEGIN BRIDGE

-L- STA. 15+41.19

END BRIDGE

ELEV. 1377.06

-L- STA. 18+25.00

END GRADE

E L E . 1 1.

L

S T

A . 1

.7

L

W

P

K = 75

DS = 40 MPH

DS = 40 MPH

PI = 12+80.00

EL = 1,371.37'

(-)2.0216% (+)0.3000%

VC = 180'

PI = 16+80.00

EL = 1,372.57'

(+)0.3000% (+)3.10 00%

VC = 210'

K = 77

(SEE SHEET 5)

CONCRETE FLUME

MODIFIED

EST. 12 SY

GEOTEXTILE

EST. 5 TONS

CLASS 1 RIP RAP

FP 14 SPEC.

F F

F

F

F

F

F

F C

C C

F

F lbryson Placed Image

0 CR

ENGINEERS

TGS

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

13121110 14 15 16

1,365

1,375

1,385

1,395

1,355

1,345

1,335 1,335

1,345

1,355

1,365

1,375

1,385

1,395

17 18 19 20

MONROE COUNTY, TN

FS 210 - 6.11

BRIDGE HYDRAULIC DATA

500 YEAR WATER SURFACE = 1347.9

500 YEAR VELOCITY = 13.4

500 YEAR DISCHARGE = 7110

100 YEAR WATER SURFACE = 1347.2

100 YEAR VELOCITY = 12.2

50 YEAR WATER SURFACE = 1347.0

50 YEAR VELOCITY = 11.6

50 YEAR DISCHARGE = 4670

25 YEAR WATER SURFACE = 1346.7

25 YEAR VELOCITY = 11.0

25 YEAR DISCHARGE = 4010

10 YEAR WATER SURFACE = 1346.3

10 YEAR VELOCITY = 10.1

10 YEAR DISCHARGE = 3150 CFS

EXISTING

500 YEAR WATER SURFACE = 1347.7

500 YEAR VELOCITY = 13.7

500 YEAR DISCHARGE = 7110

100 YEAR WATER SURFACE = 1347.2

100 YEAR VELOCITY = 12.5

50 YEAR WATER SURFACE = 1346.9

50 YEAR VELOCITY = 11.9

50 YEAR DISCHARGE = 4670

25 YEAR WATER SURFACE = 1346.6

25 YEAR VELOCITY = 11.2

25 YEAR DISCHARGE = 4010

10 YEAR WATER SURFACE = 1346.3

10 YEAR VELOCITY = 10.3

10 YEAR DISCHARGE = 3150 CFS

PROPOSED

SURFACE ELEVATION & VELOCITY

FLOWMASTER WAS USED TO CALCULATE WATER

SURROUNDING STRUCTURES.

PROJECT DOES NOT ADVERSELY AFFECT ANY

TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST

INSET A

SIDEWALK

CURB RAMP

GRAPHIC SCALE

502525

NOT TO SCALE

23'

AS DIRECTED BY THE ENGINEER

12' FROM END OF BRIDGE

RAIL TO BE EXTENDED

BOLLARD

SEE DETAILS

@ 4' OC

BOLLARDS

TIMBER

WITH 2' CONTOURS

PLAN & PROFILE SHEET

B e r

B e r

Tellico River

BALD

RI

VER

FALL

S

App ro xi m at e

Lo ca tio n

Tellico River

Tellico Riv er

BST

BST

ISLAND

BST

TO EXIST

50' TAPER

TYP

20'

50'

TAP

ER

TO

EXIS

T

-L- STA 11+10.00

BEGIN PROJECT

-L- STA 18+25.00

END PROJECT

8.9'

9.1'

8.9'

TYP.

20'

PI Sta 11+59.22

D

L = 318.40'

T = 159.22'

R = 8,000.00'

PI Sta 13+60.72

D

L = 84.62'

T = 42.32'

R = 1,550.00'

PI Sta 17+33.54

D

L = 365.12'

T = 185.11'

R = 900.00'

PI Sta 19+78.78

D

L = 130.00'

T = 65.22'

R = 650.00'

-L- CURVE DATA

DS = > 45 MPH DS = > 45 MPH DS = > 45 MPH DS = 40 MPH

-L- PC 10+00.00

-L- PC 15+48.44

-L- PT 14+03.02

-L- PCC 13+18.40

-L- PT 20+43.56-L- PCC 19+13.56

28.5'

-L- STA 13+37.81

BERM GUTTER

BEGIN SHOULDER

-L- STA 12+88.37

PAVED SHOULDER

BEGIN FULL DEPTH

-L- STA 16+23.71

PAVED SHOULDER

END FULL DEPTH

CLEARING LIMITS

CLEARING LIMITS

CLEARING LIMITS

CLEARING LIMITS

CR

SEE INSET A

TO EMBANKMENT

GUARDRAIL TO TIE

(N 365963.66,E 2511975.99)

-L- STA 13+68.81

BEGIN BRIDGE

(N 365903.06,E 2512137.36)

-L- STA 15+41.19

END BRIDGE

(N 365933.18,E 2512056.61)

-L- STA 14+55.00

(SEE SHEET 67 & 68)

ASPHALT PULLOFF

RESURFACE EXISTING

ELEV. 1374.80

-L- STA. 11+10.00

BEGIN GRADE -L- STA. 13+68.81

BEGIN BRIDGE

-L- STA. 15+41.19

END BRIDGE

ELEV. 1377.06

-L- STA. 18+25.00

END GRADE

E L E . 1 1.

L

S

A . 1

.7

L

W

P

K = 75

DS = 40 MPH

DS = 40 MPH

PI = 12+80.00

EL = 1,371.37'

(-)2.0216% (+)0.3000%

VC = 180'

PI = 16+80.00

EL = 1,372.57'

(+)0.3000% (+)3.10 00%

VC = 210'

K = 77

(SEE SHEET 5)

CONCRETE FLUME

MODIFIED

EST. 12 SY

GEOTEXTILE

EST. 5 TONS

CLASS 1 RIP RAP

FP 14 SPEC.

F F

F

F

F

F

F

F C

C C

F

F lbryson Placed Image

TO EXIST

50' TAPER

TYP

20'

50'

TAP

ER

TO

EXIS

T

-L- STA 11+10.00

BEGIN PROJECT

-L- STA 18+25.00

END PROJECT

8.9'

9.1'

8.9'

TYP.

20'

-L- PC 10+00.00

-L- PC 15+48.44

-L- PT 14+03.02

-L- PCC 13+18.40

-L- PT 20+43.56-L- PCC 19+13.56

28.5'

-L- STA 13+37.81

BERM GUTTER

BEGIN SHOULDER

-L- STA 12+88.37

PAVED SHOULDER

BEGIN FULL DEPTH

-L- STA 16+23.71

PAVED SHOULDER

END FULL DEPTH

CLEARING LIMITS

CLEARING LIMITS

CLEARING LIMITS

CLEARING LIMITS

CR

SEE INSET A

TO EMBANKMENT

GUARDRAIL TO TIE

(N 365963.66,E 2511975.99)

-L- STA 13+68.81

BEGIN BRIDGE

(N 365903.06,E 2512137.36)

-L- STA 15+41.19

END BRIDGE

(N 365933.18,E 2512056.61)

-L- STA 14+55.00

(SEE SHEET 67 & 68)

ASPHALT PULLOFF

RESURFACE EXISTING

F F

F

F

F

F

F

F C

C C

F

F

B e r

B e r

Tellico River

BALD

RI

VER

FALL

S

App ro xi m at e

Lo ca tio n

Tellico River

Tellico Riv er

BST

BST

ISLAND

BST

ENGINEERS

TGS

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

AND BRIDGES ON FEDERAL HIGHWAY PROJECTS - FP-14

SPECIFICATIONS FOR CONSTRUCTION OF ROADS

ALL ACTIVITY SHALL ABIDE BY THE STANDARD

EROSION AND SEDIMENT CONTROL MEASURES

Temporary Silt Fence

Temporary Rock Silt Check Type-A

Temporary Silt Fence Description Symbol

Special Sediment Control Fence

INSTALLED DURING CLEARING AND GRUBBING PHASE.

PERIMETER EROSION CONTROL MEASURES SHALL BE

68TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST

CONTROL PLAN

SAMPLE EROSION

EXTENT PRACTICABLE IN EROSION CONTROL

UTILIZE CONSTRUCTION SLASH TO GREATEST

MAY BE USED AS APPROVED

STRAW WATTLES, STRAW BALES, SEDIMENT MATS, SEDIMENT TRAPS, ETC.

PROVIDE SOIL & EROSION CONTROL PLAN FOR APPROVAL BY CO.

(SEE SHEET 5)

CONCRETE FLUME

MODIFIED

EST. 12 SY

GEOTEXTILE

EST. 5 TONS

CLASS 1 RIP RAP

FP 14 SPEC.

lbryson Placed Image

STAMPS, LOGOS, AND

SEALS

DATENO.

REVISION / ISSUE

United States Department of Agriculture Forest Service

BALD RIVER

FALLS BRIDGE

REPLACEMENT

Cherokee National Forest

Temporary Traffic Control-1

Southern Region

PROJECT NAME

DRAWING NAME

Tellico Ranger District

DRAWN

DESIGNER

CHECKED

PROJECT NO.

9/21/2021

B. Yaw

B. Yaw

Value

SHEET

13C OF 68

DATE

ARCHIVE NO.

DRAWING

SHEET NO.

AutoCAD SHX Text Map 1

AutoCAD SHX Text

AutoCAD SHX Text Intersection NFSR 217 - NFSR 210

AutoCAD SHX Text Map 2

AutoCAD SHX Text

AutoCAD SHX Text Intersection NFSR 216

AutoCAD SHX Text 2/18/22 16:47 BYAW C:\USERS\BYAW\BOX\7700TRANSPORTATIONSYSTEM\7720-DEVELOPMENT\7720-PROJECTCURRENT\PW\20_BALD RIVER BRIDGE\SHEET_SET\SHEETS\VICINITY MAP 2.DWG; 16:47 BYAW C:\USERS\BYAW\BOX\7700TRANSPORTATIONSYSTEM\7720-DEVELOPMENT\7720-PROJECTCURRENT\PW\20_BALD RIVER BRIDGE\SHEET_SET\SHEETS\VICINITY MAP 2.DWG;16:47 BYAW C:\USERS\BYAW\BOX\7700TRANSPORTATIONSYSTEM\7720-DEVELOPMENT\7720-PROJECTCURRENT\PW\20_BALD RIVER BRIDGE\SHEET_SET\SHEETS\VICINITY MAP 2.DWG; BYAW C:\USERS\BYAW\BOX\7700TRANSPORTATIONSYSTEM\7720-DEVELOPMENT\7720-PROJECTCURRENT\PW\20_BALD RIVER BRIDGE\SHEET_SET\SHEETS\VICINITY MAP 2.DWG;BYAW C:\USERS\BYAW\BOX\7700TRANSPORTATIONSYSTEM\7720-DEVELOPMENT\7720-PROJECTCURRENT\PW\20_BALD RIVER BRIDGE\SHEET_SET\SHEETS\VICINITY MAP 2.DWG; C:\USERS\BYAW\BOX\7700TRANSPORTATIONSYSTEM\7720-DEVELOPMENT\7720-PROJECTCURRENT\PW\20_BALD RIVER BRIDGE\SHEET_SET\SHEETS\VICINITY MAP 2.DWG;C:\USERS\BYAW\BOX\7700TRANSPORTATIONSYSTEM\7720-DEVELOPMENT\7720-PROJECTCURRENT\PW\20_BALD RIVER BRIDGE\SHEET_SET\SHEETS\VICINITY MAP 2.DWG;;

AutoCAD SHX Text F

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AutoCAD SHX Text V

AutoCAD SHX Text I

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AutoCAD SHX Text E

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AutoCAD SHX Text T

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AutoCAD SHX Text E

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AutoCAD SHX Text T

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AutoCAD SHX Text

NOTE: INSTALL R11-3A SIGN ON EAST SIDE OF GREEN COVE

TRANSPORTATION MANAGEMENT PLAN

MONROE COUNTY, TENNESSEE

FOREST SERVICE

UNITED STATES DEPARTMENT OF AGRICULTURE

VICINITY MAP

PROJECT LOCATION

U.S.D.A. FOREST SERVICE

REGION 8

ENGINEERS

TGS

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

2 1

13B

TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST

MANAGEMENT PLAN

SAMPLE TRAFFIC

1 43 lbryson Placed Image

HTSYMBOL X WIDY

HEIGHT:

SIGN NUMBER:

TYPE:

QUANTITY:

SIGN WIDTH:

TOTAL AREA:

BORDER TYPE:

NO. Z BARS:

RECESS:

WIDTH:

RADII:

COPY COLOR:

BACKG COLOR:

2.

CHECKED BY:DESIGN BY:

PROJECT ID:

LENGTH:

LETTER POSITIONS

D

3'-6"

2'-0"

7.0 Sq.Ft.

FLUSH

0.38"

0.63"

1.5"

Black

Orange

Letter locations are panel edge to lower left corner Text Length

Series/Size

Spacing Factor is 1 unless specified otherwise

Apr 24, 2020

MAT'L: 0.125" (3.2 mm) ALUMINUM

Background shall be Grade C reflective sheeting.

USE NOTES: 1,2

1.Legend and border(except those that are colored black) shall be direct applied Grade C sheeting.

LOCATION:

HTSYMBOL X WIDY

HEIGHT:

SIGN NUMBER:

TYPE:

QUANTITY:

SIGN WIDTH:

TOTAL AREA:

BORDER TYPE:

NO. Z BARS:

RECESS:

WIDTH:

RADII:

COPY COLOR:

BACKG COLOR:

2.

CHECKED BY:DESIGN BY:

PROJECT ID:

LENGTH:

LETTER POSITIONS

D

4'-0"

2'-0"

8.0 Sq.Ft.

FLUSH

0.38"

0.63"

1.5"

Black

Orange

Letter locations are panel edge to lower left corner Text Length

Series/Size

Spacing Factor is 1 unless specified otherwise

Apr 24, 2020

MAT'L: 0.125" (3.2 mm) ALUMINUM

Background shall be Grade C reflective sheeting.

USE NOTES: 1,2

1.Legend and border(except those that are colored black) shall be direct applied Grade C sheeting.

LOCATION:

RIVER RD

UPPER TELLICO

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST 14

7.75" 26.5" 7.75"

3'-6"

5.1"

5"C

3.8"

5"C

5.1"

BORDER

R=1.5"

TH=0.63"

IN=0.38"

DET-1 SGM

T

11.9

E

15.1

L

18.5

I

21.8

C

23.5

O

27.2 18.3

C 2000

R

7.8

I

11.4

V

12.8

E

16.6

22.8

27.8

D

31.5 26.5

C 2000

U

4.5

P

8.4

P

12.2

E

19.4

22.2

27.2

E

30.4

L

33.8

I

37.1

C

38.8

O

42.5 40.9

C 2000

R

11.7

I

15.4

V

16.8

E

20.6

26.8

31.8

D

35.4 26.5

C 2000

DET-2 SGM

3.5" 41" 3.6"

4'-0"

5.1"

5"C

3.8"

5"C

5.1"

BORDER

R=1.5"

TH=0.63"

IN=0.38"

RIVER RD

TELLICO

BALD RIVER FALLS BRIDGE BALD RIVER FALLS BRIDGE

TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST

TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST

ART ART

SPECIAL SIGN DESIGN DETAIL

lbryson Placed Image

-L- -L-

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

U.S.D.A. FOREST SERVICE

REGION 8

CROSS SECTIONS

0 5 10

35 30 25 20 15 10 05 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 3530

35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35

-L- -L-

35 30 25 20 15 10 05 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 3530

35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35

TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST

1373.84

0.020 0.020

S.S. 1372.96 S.S. 1373.22

2:

1 2.7:1

11+50.00

1374.98

11+00.00 1372.91

0.020 0.020 2:

S.S. 1371.89 S.S. 1372.47

3.2:1

12+00.00

1372.55

0.020 0.020

S.S. 1371.59

S.S. 1371.85

3.2:1

12+50.00

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

U.S.D.A. FOREST SERVICE

REGION 8

CROSS SECTIONS

0 5 10

35 30 25 20 15 10 05 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 3530

35 30 25 20 15 10 5 0 5 10 15 20 25 30 35

35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 -L- -L-

35 30 25 20 15 10 05 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 3530

35 30 25 20 15 10 5 0 5 10 15 20 25 30 35

35 30 25 20 15 10 5 0 5 10 15 20 25 30 35

TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST

1372.02

0.020 0.020

S.S. 1371.19

2:1

S.S. 1371.31

13+00.00

1371.39

0.020 0.020

WALL

WING

WALL

WING

13+50.00

0.020 0.020

0.020 0.020

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

U.S.D.A. FOREST SERVICE

REGION 8

CROSS SECTIONS

0 5 10

35 30 25 20 15 10 05 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 3530

35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35

-L- -L-

35 30 25 20 15 10 05 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 3530

35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35

TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST

0.020 0.020

1371.26

0.020 0.020

APPROACH SLAB

WALL

WING

WALL

WING

15+50.00

1372.01

0.020 0.020

S.S. 1370.77

4:1 2%

AREA

PARKING

RESURFACE

16+00.00

1372.72

0.020 0.020

S.S. 1372.63

AREA

PARKING

RESURFACE

2%

16+50.00

CORP. LICENSE NO.: C-0275

PH (704) 476-0003

SHELBY, NC 28150

804-C N. LAFAYETTE ST

TGS ENGINEERS

U.S.D.A. FOREST SERVICE

REGION 8

CROSS SECTIONS

0 5 10

35 30 25 20 15 10 05 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 3530

35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35

-L- -L-

35 30 25 20 15 10 05 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 3530

35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35

TELLICO RANGER DISTRICT

CHEROKEE NATIONAL FOREST

1373.51

0.020 0.020

S.S. 1373.26

4:1

AREA

PARKING

RESURFACE

2%

17+00.00

1374.66

0.020 0.020

S.S. 1374.37

4:1

AREA

PARKING

RESURFACE

2%

17+50.00

1376.22

0.037 0.038

S.S. 1375.39

4:1

AREA

PARKING

RESURFACE

2%

18+00.00

1377.66

18+50.00

Bald Beaver 2
Bald Beaver 1
Bald River Falls Traffic Management Plan 13B
Bald River Falls Traffic Management Plan_13A
Bald River Falls_Rdy_Bid Schedule_4
Bald River Falls_Rdy_PLANSHEET SYMBOLS_3
Bald River Falls_Rdy_psh_10
Bald River Falls_Rdy_psh_con_11
Bald River Falls_Rdy_Standard Notes & Details_2
Bald River Falls_Rdy_survey control_8
Bald River Falls_Rdy_tsh_1
Bald River Falls_Rdy_typ_9
Bald River_Erosion Control 12
BOLLARD_7
FLUME_5
GATE_6
SPECIAL SIGN DESIGN_14
Bald River Falls Combined 3-11-21 (SEALED)
S-1 Bald River Falls Plan & Elevation
S-2 Bald River Falls Foundation Layout
S-3 Bald River Falls Location Sketch
S-4 Bald River Falls Typical Sections
S-5 Bald River Falls Section thru Span A
S-6 Bald River Falls Typical Section details
S-7 Bald River Falls Plan of Span A
S-8 Bald River Falls Plan of Span B
S-9 Bald River Falls 33 Box Beam Details
S-10 Bald River Falls Plan of 33inch Box Beam
S-11 Bald River Falls Plan of 33inch Box Beam
S-12 Bald River Falls 33inch Box Beam Details
S-13 Bald River Falls Superstructure Bill of Material
S-14 Bald River Falls End Post Detail for 1- Bar Parapet
S-15 Bald River Falls 1-Bar Metal Rail
S-16 Bald River Falls 1-Bar Metal Rail
S-17 Bald River Falls Double Faced Rail Parapet
S-18 Bald River Falls Double Faced Rail End Post Detail
S-19 Bald River Falls Double Faced Rail
S-20 Bald River Falls Double Faced Rail
S-21 Bald River Falls Double Faced Rail
S-22 Bald River Falls Guardrail Anchorage
S-23 Bald River Falls Guardrail Anchorage Details
S-24 Bald River Falls Section Thru Sidewalk
S-25 Bald River Falls Plan of Span A Sidewalk
S-26 Bald River Falls Plan of Span B Sidewalk
S-27 Bald River Falls Sidewalk BOM
S-28 Bald River Falls 2019 xxxx STR Overlook Railing
S-29 Bald River Falls 2019 xxxx STR Overlook Railing
S-30 Bald River Falls 2019 xxxx STR Overlook Railing
S-31 Bald River Falls Abutment 1 Plan
S-32 Bald River Falls Abutment 1 Elevation
S-33 Bald River Falls Abutment 1 Footing
S-34 Bald River Falls Abutment 1 Breastwall
S-35 Bald River Falls Abutment 1 Wing 1 Details
S-36 Bald River Falls Abutment 1 Wing 2 Details
S-37 Bald River Falls Abutment 1 misc. Details
S-38 Bald River Falls Abutment 1 Bill of Materials
S-39 Bald River Falls 2019 xxxx STR Bent
S-40 Bald River Falls 2019 xxxx STR Bent
S-41 Bald River Falls Abutment 2 Plan
S-42 Bald River Falls Abutment 2 Elevation
S-43 Bald River Falls Abutment 2 Footing
S-44 Bald River Falls Abutment 2 Breastwall
S-45 Bald River Falls Abutment 2 Wing 1 Details
S-46 Bald River Falls Abutment 2 Wing 2 Details
S-47 Bald River Falls Abutment 2 Misc. Details
S-48 Bald River Falls Abutment 2 BOM
S-49 Bald River Falls Approach slab
S-50 Bald River Falls Approach slab Details
BRF XPL SEALED
BRF_Rdy_xpl 65
BRF_Rdy_xpl 66
BRF_Rdy_xpl 67
BRF_Rdy_xpl 68

File details come from the government source that posted it. Updated .