2026-03-06_Campbell_Station_at_Jamestowne_Traffic_Signal_Installation_Construction_Plans.pdf

PDF 12 MB Posted

Attached to
2026-29 Town of Farragut Jamestowne Blvd Traffic Signal
Solicitation number
2026-29
Issued by
Knox County, Tennessee

About this file

This document is a set of traffic signal construction plans prepared by CCI Corporation for the Town of Farragut, Tennessee, specifically for the installation of a new traffic signal at the intersection of Jamestowne Boulevard and Campbell Station Road. The project scope includes the installation of mast arm poles, a controller cabinet, detection equipment, signal heads, pedestrian signals, conduit, pull boxes, wiring, fiber optic communication infrastructure, connected vehicle equipment, curb ramps, pavement markings, signage, traffic control measures, and erosion control. The construction plans contain detailed technical drawings referencing Tennessee Department of Transportation (TDOT) standard specifications and include specifications for signal phasing, wiring diagrams, pole placement details, and material requirements. The plans indicate that temporary signage will be required for six months following signal activation before removal by the Town of Farragut, and that all work must comply with TDOT 2021 Standard Specifications and the project's Special Provision 730F Supplemental (SP 730FS).

The construction plans are dated March 6, 2026, and were prepared under project number 00394-0029 with engineering oversight by Darryl Smith, Town Engineer, and approval by Ron Williams, Mayor. The plans include detailed specifications for conduit installation (Schedule 80 PVC or HDPE with directional bore under roadway), fiber optic splicing details, signal pole data tables, pavement marking refresh specifications, curb and gutter installation matching existing conditions with 1.5 inches of 411D asphalt mix overlay, and estimated quantities for all materials and components. The document emphasizes that it is not valid for construction unless signed and sealed by a registered professional engineer, and references associated construction specifications and special provisions prepared by the engineering firm for complete project requirements.

View the file

Other files

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

www.cci-corp.com

10025 Investment Drive, Suite 120

Knoxville, TN 37932

865.670.8555

N

Call before you dig

Know what's below

R E

G

IS

TE

RED

R E

E

NI

GNE

E E

S

S

ENNETFO

E T

A T

S C O

MMERC

E

AGRICULTURE

NOSLEN YT

161721 .o

N

FARRAGUT, TN 37934

11408 MUNICIPAL CENTER DRIVE

ENGINEERING DEPARTMENT

TOWN OF FARRAGUT

DARRYL SMITH - TOWN ENGINEER

RON WILLIAMS - MAYOR

TRAFFIC SIGNAL DESIGN

AT JAMESTOWNE BOULEVARD

CAMPBELL STATION ROAD

TITLE SHEET

INDEX OF SHEETS

CONSTRUCTION PLANS

ANALYSIS VALUE.

EITHER EXCESSIVE OR BELOW THE REASONABLE COST

CONTAINED THEREIN ARE OBVIOUSLY UNBALANCED,

PROPOSALS MAY BE REJECTED IF ANY OF THE UNIT PRICES

PROPOSAL CONTRACT.

PROVISIONS CONTAINED IN THE PLANS AND IN THE

2021 AND ADDITIONAL SPECIFICATIONS AND SPECIAL

DEPARTMENT OF TRANSPORTATION DATED JANUARY 1,

STANDARD SPECIFICATIONS OF THE TENNESSEE

THIS PROJECT TO BE CONSTRUCTED UNDER THE

TDOT STANDARD ROADWAY AND TRAFFIC DESIGN DRAWINGS

DESCRIPTIONDATE

REV.

CURRENT

NO.

DRAWING

N.T.S.

02-20-20

10-01-24

03-26-25

03-26-25

06-10-14

08-01-12

12-18-25

12-18-25

12-18-25

12-18-25

12-18-25

12-18-25

12-18-25

RD-A-1

RD-A-2

RD-L-3

RD-L-4

T-WZ-40

T-WZ-41

T-WZ-FAB1

EC-STR-37

EC-STR-39A

T-SG-2

T-SG-3B

T-SG-7

T-SG-9

T-SG-9A

T-SG-10

T-SG-12

STANDARD ABBREVIATIONS A THROUGH L

STANDARD ABBREVIATIONS M THROUGH Z

STANDARD LEGEND FOR SIGNALIZATION AND LIGHTING

STANDARD LEGEND FOR SIGNALIZATION AND LIGHTING

RIGHT LANE CLOSURES AT NEAR SIDE OF INTERSECTIONS

LEFT LANE CLOSURES AT NEAR SIDE OF INTERSECTIONS

FLASHING YELLOW ARROW BOARD

SEDIMENT TUBE

CURB INLET PROTECTION TYPE 3 & 4

LOOP LEAD-INS, CONDUIT AND PULL BOXES

ALTERNATE DETECTION DETAILS

SIGNAL HEAD ASSEMBLIES

CANTILEVER SIGNAL SUPPORT DETAIL

MISCELLANEOUS SIGNAL DETAILS

MAST ARM POLE AND STRAIN POLES FOUNDATION DETAILS

TYPICAL WIRING FOR SIGNAL HEADS AND DETECTION LOOPS

03-26-25

T-SG-5 12-18-25 CONTROLLER CABINET DETAILS

T-S-10 07-30-25

ALUMINUM-STEEL DESIGN

STANDARD MOUNTING DETAILS FLAT SHEET SIGNS

T-S-17 07-30-25

07-30-25T-S-19 STANDARD STEEL SIGN SUPPORTS

KNOCKOUT SQUARE TUBE

STANDARD GROUND MOUNTED SIGN USING PERFORATED/

T-SG-6 12-18-25 PEDESTRIAN SIGNAL DETAILS

T-WZ-55 SIDEWALK TRAFFIC CONTROL

03-01-23

FIBER OPTIC UNDERGROUND ENTRANCE DETAILS

T-FO-4 FIBER OPTIC PULLBOX, CABINET & POLE DETAILS

03-04-21RP-VC-10

(FOR 8" TO 12" GUTTER DEPTH)

VERTICAL CONCRETE CURBS AND CURB AND GUTTER

CR-GN-1

CR-DWS-1

CR-20

GENERAL NOTES CURB RAMPS

DETECTABLE WARNING SURFACE DETAIL

PARALLEL CURB RAMP 5 - FT SIDEWALK

01-24-25T-M-4 STANDARD INTERSECTION PAVEMENT MARKINGS

T-FO-2

07-01-25

03-26-25

CR-GTL-2 GUTTER TRANSITION LAYOUT

T-SG-7C

TWO-LANE APPROACHES

TYPICAL SIGNAL HEAD PLACEMENT ONE-LANE AND

RP-VC-11 03-04-21

(FOR 6" & 7" GUTTER DEPTH)

VERTICAL CONCRETE CURB AND CURB AND GUTTER

01-24-25T-M-3

AND MEDIANS FOR CONVENTIONAL ROADS

MARKING STANDARDS FOR TRAFFIC ISLANDS, PAVED SHOULDERS

NO THROUGH MOVEMENTS

TYPICAL SIGNAL HEAD PLACEMENT FOR APPROACHES WITHT-SG-7A

T-SG-7H

FOUR-LANE APPROACHES

TYPICAL SIGNAL HEAD PLACEMENT THREE-LANE AND

AT JAMESTOWNE BOULEVARD

CAMPBELL STATION ROAD

12-18-25

12-18-25

12-18-25

T-SG-6A TYPE A PEDESTAL POLE DETAILS

03-26-25T-WZ-10 ADVANCED ROAD WORK SIGNING ON HIGHWAYS AND FREEWAYS

DATED, IT MAY NOT BE USED FOR CONSTRUCTION.

IF THIS DOCUMENT IS NOT SIGNED, SEALED, AND

IS

S

U E

D E

S C

R

IP

T

IO

N D

A T

E

N O

DRAWN BY:

CCI PROJ. NO.

DATE:

PM/PC:

CLIENT:

865-966-7057

FARRAGUT, TENNESSEE 37934

11408 MUNICIPAL CENTER DRIVE

TOWN OF FARRAGUT

P R

O

JE

C T

T R

A F

F

IC

S

IG

N A

L D

E S

IG

N

JA

M

E S

T O

W N

E B

O U

L E

V A

R D

C A

M P

B E

L L

S T

A T

IO

N

R O

A D

A T

Z

-0

\0

-D ra w in g s \0

-T ra n s p o rt a ti o n \0

-0

S

H T

T it le .d g n

/6

/2

:5

:0

P

M

00394-0029.000

03/06/26

BJH

TSN

03/06/26

WV

MB

WV

C

W W

WV

GV

FO

C

WV

GV

GV

GV

G

IRR

GV

GV

F L A

G www.cci-corp.com

10025 Investment Drive, Suite 120

Knoxville, TN 37932

865.670.8555

R E

G

IS

TE

RED

R E

E

NI

GNE

E E

S

S

ENNETFO

E T

A T

S C O

161721 .o

N

TO POLE A.

LUMINAIRE TO BE TRANSFERRED

TO BE REMOVED. EXISTING

EXISTING STREET LIGHT POLE

CONFLICTING LANE LINES. (TYP.)

TDOT STD. T-M-3. REMOVE EXISTING

CHANNELIZATION MARKINGS - 10' SPACING.

INSTALL 12" YELLOW DIAGONAL TRANSVERSE

(TYP.)

TDOT STD. CR-20

INSTALL CURB RAMP

0 20 40 60

N

PROPOSED SIGNS

STOP-AND-GO OPERATION.

FARRAGUT 6 MONTHS AFTER ACTIVATION OF SIGNAL

ACTIVATION. SIGNS SHALL BE REMOVED BY THE TOWN OF

SIGNS SHALL BE MADE VISIBLE IMMEDIATELY PRIOR TO SIGNAL

EASTBOUND JAMESTOWNE BOULEVARD APPROACH. THESE

APPROACHES AND 200 FEET IN ADVANCE OF STOP BAR ON

ON NORTHBOUND AND SOUTHBOUND CAMPBELL STATION ROAD

SIGN SHALL BE PLACED 500 FEET IN ADVANCE OF STOP BAR

30"x30"

W3-3

24"x12"

W16-15P

NEW

DATED, IT MAY NOT BE USED FOR CONSTRUCTION.

IF THIS DOCUMENT IS NOT SIGNED, SEALED, AND

IS

S

U E

D E

S C

R

IP

T

IO

N D

A T

E

N O

DRAWN BY:

CCI PROJ. NO.

DATE:

PM/PC:

CLIENT:

865-966-7057

FARRAGUT, TENNESSEE 37934

11408 MUNICIPAL CENTER DRIVE

TOWN OF FARRAGUT

P R

O

JE

C T

T R

A F

F

IC

S

IG

N A

L D

E S

IG

N

JA

M

E S

T O

W N

E B

O U

L E

V A

M P

B E

L L

S T

A T

IO

N

R O

A D

A T

Z

-0

\0

-D ra w in g s \0

-T ra n s p o rt a ti o n

\0

-0

S H

T P ro p o s e d

L a y o u t.

d g n

/6

/2

:5

:1

P

M

00394-0029.000

03/06/26

BJH

TSN

POLE A POLE B

CAMPBELL STATION ROAD

JA

M

E S

T O

W N

E B

O U

L E

V A

R D

CAMPBELL STATION ROAD

POLE C

D S

Y L

S S

W L

75 L.F. - DSYL

75 L.F. - DSYL

10'

POLE D

POLE F

POLE E

PAVEMENT MARKINGS

REFRESH EXISTING

CONFLICTING LANE LINES. (TYP.)

CROSSWALK. REMOVE EXISTING

INSTALL NEW STOP BAR 5' FROM

REMOVE EXISTING CONFLICTING LANE LINES. (TYP.)

INSTALL NEW 10' WIDE LONGITUDINAL CROSSWALK.

SECTION OF STOP BAR

REFRESH REMAINING

OF TRAFFIC SIGNAL

REMOVED UPON ACTIVATION

EXISTING STOP SIGN TO BE

PRES. R.O.W.

PRES. R.O.W.

PRES. R.O.W.

PRES. R.O.W.

P R E S R .O .W . P

R E

S

R .O .W

P R

E S

R .O .W

P R

E S

R .O .W

SCALE: 1" = 20'

EX. FIBER OPTIC PULL BOX

EX. POST MOUNTED SIGN

PROP. SIGNAL STRAIN POLE

EX. STREET LIGHT POLE

EX. STORM SEWER

CONTROLLER CABINET

PROP. PAD MOUNTED

EX. SANITARY SEWER

EX. UTILITY POLE

EX. CATCH BASIN

LEGEND

PROP. PEDESTRIAN PEDESTAL POLE/POST

PROP. CONCRETE PAVEMENT

EX. OVERHEAD POWER

EX. GAS

EX. MANHOLE

PROPOSED LAYOUT

EX. WATER

EX. UNDERGROUND

Knoxville, TN 37932

865.670.8555

R E

G

IS

TE

RED

R E

E

NI

GNE

E E

S

S

ENNETFO

E T

A T

S C O

161721 .o

N

N

0 20 40 600 20 40 60

PROPOSED OVERHEAD SIGNS

B

*SEE NOTE FOR DIMENSIONS

STREET NAME SIGN

A

*SEE NOTE FOR DIMENSIONS

STREET NAME SIGN

24" X 30"

TN-69A

C

PROPOSED SIGNAL HEADS

R

Y

G

42 5F

R

Y

G

LEFT TURN

YIELD

ON FLASHING

PBPB

PB

PB

PB

PB

PB P2

CONNECTED VEHICLE EQUIPMENT

PROVISIONS FOR ADDITIONAL GUIDANCE.

OPTIMAL PLACEMENT OF RSU. SEE TECHINICAL SPECIAL

AT THIS INTERSECTION. CONTRACTOR SHALL DETERMINE

CONNECTED VEHICLE EQUIPMENT SHALL BE INSTALLED

PROPOSED PEDESTRIAN SIGNAL DETAILS

SHALL BE ACCESSIBLE

PEDESTRIAN SIGNALS/PUSHBUTTONS

R10-3e(R) R10-3e(L)

P4 P6

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing If Started

DON'T CROSS

FLASHING

STEADY

TO CROSS

PUSH BUTTON

TIMER

TIME REMAINING

To Finish Crossing

START CROSSING

Watch For Vehicles

DON'T START

Finish Crossing If Started

DON'T CROSS

FLASHING

STEADY

TO CROSS

PUSH BUTTON

TIMER

TIME REMAINING

To Finish Crossing

P4 P6 P4 P6

DATED, IT MAY NOT BE USED FOR CONSTRUCTION.

IF THIS DOCUMENT IS NOT SIGNED, SEALED, AND

IS

S

U E

D E

S C

R

IP

T

IO

N D

A T

E

N O

DRAWN BY:

CCI PROJ. NO.

DATE:

PM/PC:

CLIENT:

865-966-7057

FARRAGUT, TENNESSEE 37934

11408 MUNICIPAL CENTER DRIVE

TOWN OF FARRAGUT

P R

O

JE

C T

T R

A F

F

IC

S

IG

N A

L D

E S

IG

N

JA

M

E S

T O

W N

E B

O U

L E

V A

M P

B E

L L

S T

A T

IO

N

R O

A D

A T

Z

-0

\0

-D ra w in g s \0

-T ra n s p o rt a ti o n

\0

-0

S H

T P ro p o s e d

S ig n a l

L a y o u t.

d g n

/6

/2

:5

:2

P

M

00394-0029.000

03/06/26

BJH

TSN

Z 4-

Z2-1

Z5-1

Z6-1

Z 4-

5F

4 4

A

A

C

B

P6

P6

P4 P4

P4 P4

R4

R2

R6

PE3

PE2

PE1

PE4

SCALE: 1" = 20'

OFFSET LUMINAIRE

SIGNAL SUPPORT W/

PROPOSED CANTILEVER

POLE A

PEDESTAL POLE (TYPE A)

PROPOSED PEDESTRIAN

POLE G

SIGNAL SUPPORT

PROPOSED CANTILEVER

POLE C

MOUNTED CABINET

PROPOSED PAD

PEDESTAL POLE (TYPE A)

PROPOSED PEDESTRIAN

POLE F

SIGNAL SUPPORT

PROPOSED CANTILEVER

POLE E

PEDESTAL POLE (TYPE A)

PROPOSED PEDESTRIAN

POLE B

PEDESTAL POLE (TYPE A)

PROPOSED PEDESTRIAN

POLE D

CAMPBELL STATION ROAD

CAMPBELL STATION ROAD

JA

M

E S

T O

W N

E B

O U

L E

V A

R D

PRES. R.O.W.

PRES. R.O.W.

P R E S R .O .W . P

R E

S

R .O .W

PRES. R.O.W.

PRES. R.O.W.

P R

E S

R .O .W

P R

E S

R .O .W

ENCLOSURE

BOX AND SPLICE

FIBER OPTIC PULL

EXISTING TYPE B

DROP CABLE IN

SPLICE 12 SMFO

SCALE: 1" = 20'

EX. FIBER OPTIC PULL BOX

PROP. SIGNAL STRAIN POLE

W/ ASSOCIATED PHASE

PROP. VEHICLE SIGNAL HEAD

CONTROLLER CABINET

PROP. PAD MOUNTED

LEGEND

PROP. SIGNAL CONDUIT (PVC)

W/ ASSOCIATED PHASE

PROP. VIDEO DETECTION ZONE

Z2-1

ON STREET NAME SIGNS.

COODINATION WITH THE TOWN OF FARRAGUT

THE CONTRACTOR IS RESPONSIBLE FOR

SIGNS.

DIMENSIONS OF OVERHEAD STREET NAME

TRAFFIC DESIGN MANUAL FOR APPROPRIATE

*NOTE: SEE SECTION 14.2.9 IN THE TDOT

PEDESTRIAN PUSHBUTTON AND SIGN LOCATIONS

POLE B

POLE F

POLE D

POLE G

FLASHING YELLOW SECTION

BIMODAL SOLID YELLOW /

P6

P4 P4

P6

P4P4

PROP. PEDESTRIAN PEDESTAL POLE/POST

W/ ASSOCIATED PHASE

PROP. PEDESTRIAN SIGNAL HEAD

P2

W/ ASSOCIATED PHASE

PROP. PEDESTRIAN PUSHBUTTON

PROP. SIGNAL MAST ARM

PROP. RADAR DETECTOR

PROP. SIGNAL PULL BOX (TYPE B)

PROP. FIBER OPTIC PULL BOX (TYPE A)

PROP. OVERHEAD SIGN

PROPOSED SIGNAL LAYOUT

PROP. EMERGENCY VEHICLE DETECTOR

Knoxville, TN 37932

865.670.8555

R E

G

IS

TE

RED

R E

E

NI

GNE

E E

S

S

ENNETFO

E T

A T

S C O

161721 .o

N

N

N

DATED, IT MAY NOT BE USED FOR CONSTRUCTION.

IF THIS DOCUMENT IS NOT SIGNED, SEALED, AND

IS

S

U E

D E

S C

R

IP

T

IO

N D

A T

E

N O

DRAWN BY:

CCI PROJ. NO.

DATE:

PM/PC:

CLIENT:

865-966-7057

FARRAGUT, TENNESSEE 37934

11408 MUNICIPAL CENTER DRIVE

TOWN OF FARRAGUT

P R

O

JE

C T

T R

A F

F

IC

S

IG

N A

L D

E S

IG

N

JA

M

E S

T O

W N

E B

O U

L E

V A

M P

B E

L L

S T

A T

IO

N

R O

A D

A T

Z

-0

\0

-D ra w in g s \0

-T ra n s p o rt a ti o n

\0

-0

S H

T S ig n a l

O p s .d g n

/6

/2

:5

:3

P

M

00394-0029.000

03/06/26

BJH

TSN

WIRING AND CONDUIT DIAGRAM (N.T.S)

PROPOSED PHASING DIAGRAM

5+2

2+6+P6

4+P4

NOTES:

VEHICULAR MOVEMENT.

PERMITTED, BUT NOT PROTECTED

PEDESTRIAN MOVEMENT.

1.

2.

3.

PHASE SEQUENCE MAY VARY BY TIME OF DAY.

PHASING SHOWN IS BASE PHASING.

PROPOSED CONTROLLER RING DIAGRAM

B A

R R

IE

R

1 2 3

65 7

USED

NOT

USED

NOT

USED

NOT

USED

NOT

WIRING AND CONDUIT LEGEND

PE - PREEMPTION DETECTION CABLE

RAD. - RADAR DETECTION CABLE

5C - 5 CONDUCTOR

7C - 7 CONDUCTOR

9C - 9 CONDUCTOR

12C - 12 CONDUCTOR

2"C - 2" CONDUIT

OPERATIONAL SETTINGS

SIGNAL

4.

RED BALL FOR HEAD 4.

YELLOW ARROW FOR HEAD 5F;

YELLOW BALL FOR HEADS 2 AND 6;

FLASHING OPERATION:

6) LUMINAIRE AND ASSOCIATED CABLE AND CONDUIT NOT SHOWN.

5) RSU AND ASSOCIATED CABLE NOT SHOWN.

4) SIGNAL CABLE SPLICES FROM 12C TO MULTIPLE 7C SHALL BE ALLOWED IN POLE BASES ONLY.

3) ALL CONDUIT UNDER ROADWAY SHALL BE DIRECTIONAL BORE.

2) CONDUIT SHALL BE SCHEDULE 80 PVC OR HDPE EXCEPT WHERE SPECIFIED OTHERWISE.

1) POWER SERVICE AND GROUND CONDUITS AND CABLE NOT SHOWN.

NOTES:

1-7C

1-9C

1-2"C

POLE A

1-7C

1-7C

1-9C

1-2"C

1-PE

1-RAD.

1-12C

2-2"C

2-5C

1-2"C

2-5C

1-2"C

1-PE

1-7C

1-PE

1-RAD.

3-7C

1-PE

1-RAD.

1-12C

2-2"C

POLE B

POLE D

POLE C

POLE E

POLE F

POLE G

1-7C

1-9C

3-2"C

1-PE

1-RAD.

2-7C

2-9C

1-12C

4-2"C

1-7C

1-PE

2-7C

1-PE

1-7C

DROP CABLE

12 STRAND SMFO

1-2" C

1-PE

2-7C

4-PE

3-RAD.

4-5C

2-7C

2-9C

3-12C

7-2"C

DROP CABLE

12 STRAND SMFO

1-2" C

1-PE

1-RAD.

2-5C

1-12C

2-2"C

5.

PE4 ACTIVATION CALLS PLAN 1 (PHASES 2 AND 5)

PE3 ACTIVATION CALLS PLAN 3 (PHASES 2 AND 6)

PE2 ACTIVATION CALLS PLAN 2 (PHASE 4)

PE1 ACTIVATION CALLS PLAN 1 (PHASES 2 AND 5)

PREEMPTION OPERATION:

1-PE

1-PE

3-7C

1-PE

2-7C

1-PE

2-7C

2-PE

1-RAD.

1-12C

3-2"C

Knoxville, TN 37932

865.670.8555

R E

G

IS

TE

RED

R E

E

NI

GNE

E E

S

S

ENNETFO

E T

A T

S C O

161721 .o

N

DATED, IT MAY NOT BE USED FOR CONSTRUCTION.

IF THIS DOCUMENT IS NOT SIGNED, SEALED, AND

IS

S

U E

D E

S C

R

IP

T

IO

N D

A T

E

N O

DRAWN BY:

CCI PROJ. NO.

DATE:

PM/PC:

CLIENT:

865-966-7057

FARRAGUT, TENNESSEE 37934

11408 MUNICIPAL CENTER DRIVE

TOWN OF FARRAGUT

P R

O

JE

C T

T R

A F

F

IC

S

IG

N A

L D

E S

IG

N

JA

M

E S

T O

W N

E B

O U

L E

V A

M P

B E

L L

S T

A T

IO

N

R O

A D

A T

Z

-0

\0

-D ra w in g s \0

-T ra n s p o rt a ti o n

\0

-0

S H

T S ig n a l

P o le T a b le .d g n

/6

/2

:5

:4

P

M

00394-0029.000

03/06/26

BJH

S

N A

P P

T

A P

P T

R O

A D

W A

Y -I

N D

E X

-N O

T

A P

P T

R O

A D

W A

Y -I

N D

E X

-N O

T E

S

SIGNAL POLE TABLE

TYPICAL SIGNAL SUPPORT POLE DATA TABLE

ADDITIONAL DETAILS)

T-SG-9 FOR

(SEE TDOT STD. DWG.

17'-6" TYP.

16'-6" MIN.

CLEARANCE

VERTICAL

MAST ARM POLE

SNS

SH-2

SH-3

SS

SH-1

(SIGNAL POLE A)

LUMINAIRE OFFSET

SIGN

STREET NAME SIGN

LEGEND

VIBRATION DAMPER PLATE

VEHICLE DETECTOR

SIGNAL HEAD

STREET NAME SIGN

SIGN

PRE-EMPTION DEVICE

VD:

SH-X:

SNS:

S:

PRE:

LUMINAIRE

(RADAR)

VEHICLE DETECTOR

W/ BACKPLATE

SIGNAL HEAD

30'-0" MIN.

CLEARANCE

VERTICAL

VD

VD

PRE-EMPTION

PRE

PRE

Knoxville, TN 37932

865.670.8555

R E

G

IS

TE

RED

R E

E

NI

GNE

E E

S

S

ENNETFO

E T

A T

S C O

161721 .o

N

DEPTH AND WIDTH

CURB AND GUTTER

MATCH EXISTING

(DEPTH VARIES)

CURB AND GUTTER INSTALLATION

CLASS A CONCRETE AT TIME OF

GUTTER AND SAWCUT LINE WITH

FILL VOID BETWEEN EDGE OF

PAVEMENT

ASPHALT

EXISTING

1.5" 411D MIX OVERLAY

E X

P R

E S

S

E X

P R

E S

S

E X

P R

E S

S

E X

P R

E S

S

E X

P R

E S

S

E X

P R

E S

S

E X

P R

E S

S

E X

P R

E S

S

S P

L

IC

E

E X

P R

E S

S

E X

P R

E S

S

DATED, IT MAY NOT BE USED FOR CONSTRUCTION.

IF THIS DOCUMENT IS NOT SIGNED, SEALED, AND

IS

S

U E

D E

S C

R

IP

T

IO

N D

A T

E

N O

DRAWN BY:

CCI PROJ. NO.

DATE:

PM/PC:

CLIENT:

865-966-7057

FARRAGUT, TENNESSEE 37934

11408 MUNICIPAL CENTER DRIVE

TOWN OF FARRAGUT

P R

O

JE

C T

T R

A F

F

IC

S

IG

N A

L D

E S

IG

N

JA

M

E S

T O

W N

E B

O U

L E

V A

M P

B E

L L

S T

A T

IO

N

R O

A D

A T

Z

-0

\0

-D ra w in g s \0

-T ra n s p o rt a ti o n \0

-0

S

H T

M is c e ll a n e o u s D e ta il s .d g n

/6

/2

:5

:5

P

M

00394-0029.000

03/06/26

A

P P

T

DETAILS

MISCELLANEOUS

TYPICAL SAWCUT TIE-IN (N.T.S.)

SAWCUT

1'-0" MIN.

GUTTER

CURB &

VARIES

VARIES

FIBER SPLICE DIAGRAM

(10) VIOLET(4) BROWN

(3) GREEN (9) YELLOW

(11) ROSE

(12) AQUA

(5) SLATE

(6) WHITE

(2) ORANGE

TUBE AS NOTED

SPLICE OR EXPRESS ENTIRE BUFFER BUFFER TUBE

SPLICE LEGEND

EXISTING FUSION SPLICE

(7) RED(1) BLUE

TIA/EIA 598-A

COLOR CODE

(8) BLACK

VIO

LE

T

AQUA

ROSE

WHIT

E

SLAT

E

YELL

OW

BLACK

RED

BROWN

GREEN

VIOLET

AQUA

ROSE

WHITE

SLATE

GREEN

BROWN

RED

BLACK

YELLOW

BLUEBLUE

C A

P

S E

A L

YE

BK

RD

AQ

RO

VI

GR

OR

BL

WH

SL

BR

YE

BK

RD

AQ

RO

VI

GR

OR

BL

WH

SL

BR

YE

BK

RD

AQ

RO

VI

GR

OR

BL

WH

SL

BR

CABINET

SIGNAL

TO

DROP CABLE

12 STRAND SMFO

PROPOSED

FROM SOUTH

144 STRAND SMFO

EXISTING

FIBER

FARRAGUT

TOWN OF

EXISTING

FROM NORTH

144 STRAND SMFO

EXISTING

FIBER

FARRAGUT

TOWN OF

EXISTING

A Q

U A

F O

R T

O C

F R

O M

C O

M M

U N

IT

Y

C E

N T

E R

S

T R

A N

D S

M F

O

E X

IS

T

IN

G

FIBER

FARRAGUT

TOWN OF

EXISTING

B L

U E

Y E

B K

R D

A Q

R O

V I

G R

O R

B L

W H

S L

B R

W H

IT

E R

E D

B L

A C

K Y

E L L

O W

V

IO

L E

T R

O S

E

S L

A T E

B R

O W

N

G R

E E

N

O R

A N

G E

S E

A L

C A

P

C A

P

S E

A L

C A

P

S E

A L

S E

A L

C A

P

R

T

R

T

DROP CABLE

12 STRAND SMFO

CABINET

SIGNAL

IN

(LAYER 2)

ETHERNET SWITCH

(12 F)

F.O. DROP PANEL

YE

BK

RD

AQ

RO

VI

GR

OR

BL

WH

SL

BR

ORANGE ORANGE

PROPOSED FUSION SPLICE

EXISTING INDIVIDUAL FIBER

PROPOSED INDIVIDUAL FIBER

Knoxville, TN 37932

865.670.8555

R E

G

IS

TE

RED

R E

E

NI

GNE

E E

S

S

ENNETFO

E T

A T

S C O

161721 .o

A P P

T T

A B

U L A T

IO

N B

L O

C K L

E F

A

P P

T R

O A

D W

A Y

-E P

S C

-T R

A F

F

IC

Q U

A N

R

IG

H

A

P P

T R

O A

D W

A Y

-E P

S C

-T R

A F

F

IC

Q U

A N

S E

C O

N D

B L

O C

K L

E

A

P P

T R

O A

D W

A Y

-E P

S C

-T R

A F

F

IC

Q U

A N

S E

C O

N D

B L

O C

K R

IG

A P P

T T

A B

U L A T

IO

N B

L O

C K R

IG

A

P P

T R

O A

D W

A Y

-E P

S C

-T R

A F

F

IC

Q U

A N

L E

A

P P

T

C O

L U

M

A

P P

T

C O

L U

A

P P

T

C O

L U

A

P P

T

C O

L U

M N

ESTIMATED QUANTITIES

DATED, IT MAY NOT BE USED FOR CONSTRUCTION.

IF THIS DOCUMENT IS NOT SIGNED, SEALED, AND

IS

S

U E

D E

S C

R

IP

T

IO

N D

A T

E

N O

DRAWN BY:

CCI PROJ. NO.

DATE:

PM/PC:

CLIENT:

865-966-7057

FARRAGUT, TENNESSEE 37934

11408 MUNICIPAL CENTER DRIVE

TOWN OF FARRAGUT

P R

O

JE

C T

T R

A F

F

IC

S

IG

N A

L D

E S

IG

N

JA

M

E S

T O

W N

E B

O U

L E

V A

M P

B E

L L

S T

A T

IO

N

R O

A D

A T

Z

-0

\0

-D ra w in g s \0

-T ra n s p o rt a ti o n

\0

-0

S H

T Q u a n ti te s .d g n

/6

/2

:5

:0

P

M

00394-0029.000

03/06/26

BJH

Knoxville, TN 37932

865.670.8555

R E

G

IS

TE

RED

R E

E

NI

GNE

E E

S

S

ENNETFO

E T

A T

S C O

161721 .o

N

DATED, IT MAY NOT BE USED FOR CONSTRUCTION.

IF THIS DOCUMENT IS NOT SIGNED, SEALED, AND

IS

S

U E

D E

S C

R

IP

T

IO

N D

A T

E

N O

DRAWN BY:

CCI PROJ. NO.

DATE:

PM/PC:

CLIENT:

865-966-7057

FARRAGUT, TENNESSEE 37934

11408 MUNICIPAL CENTER DRIVE

TOWN OF FARRAGUT

P R

O

JE

C T

T R

A F

F

IC

S

IG

N A

L D

E S

IG

N

JA

M

E S

T O

W N

E B

O U

L E

V A

M P

B E

L L

S T

A T

IO

N

R O

A D

A T

Z

-0

\0

-D ra w in g s \0

-T ra n s p o rt a ti o n \0

-0

S

H T

N o te s .d g n

/6

/2

:5

:4

P

M

00394-0029.000

03/06/26

A

P

A P

P T

R O

A D

W A

Y -I

N D

E X

-N O

T

A P

P T

R O

A D

W A

Y -I

N D

E X

-N O

T E

S

NOTES

Knoxville, TN 37932

865.670.8555

R E

G

IS

TE

RED

R E

E

NI

GNE

E E

S

S

ENNETFO

E T

A T

S C O

161721 .o

N

DATED, IT MAY NOT BE USED FOR CONSTRUCTION.

IF THIS DOCUMENT IS NOT SIGNED, SEALED, AND

IS

S

U E

D E

S C

R

IP

T

IO

N D

A T

E

N O

DRAWN BY:

CCI PROJ. NO.

DATE:

PM/PC:

CLIENT:

865-966-7057

FARRAGUT, TENNESSEE 37934

11408 MUNICIPAL CENTER DRIVE

TOWN OF FARRAGUT

P R

O

JE

C T

T R

A F

F

IC

S

IG

N A

L D

E S

IG

N

JA

M

E S

T O

W N

E B

O U

L E

V A

M P

B E

L L

S T

A T

IO

N

R O

A D

A T

Z

-0

\0

-D ra w in g s \0

-T ra n s p o rt a ti o n \0

-0

S

H T

U ti li ty

N o te s a n d U ti li ty O w n e rs

.d g n

/6

/2

:5

:1

P

M

00394-0029.000

03/06/26

A

P

A P

P T

R O

A D

W A

Y -I

N D

E X

-N O

T

A P

P T

R O

A D

W A

Y -I

N D

E X

-N O

T E

S

UTILITY OWNERS

UTILITY NOTES AND

00394-0029_SHT Title
00394-0029_SHT Proposed Layout
00394-0029_SHT Proposed Signal Layout
00394-0029_SHT Signal Ops
00394-0029_SHT Signal Pole Table
00394-0029_SHT Miscellaneous Details
00394-0029_SHT Quantites
00394-0029_SHT Notes
00394-0029_SHT Utility Notes and Utility Owners

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