Invitation to Bid #2026-11 Concord Rd at Loop Rd Traffic Signal

Attachment B:

Concord Rd at Loop Rd Traffic Signal Installation Final Plans REV1 www.cci-corp.com

10025 Investment Drive, Suite 120

Knoxville, TN 37932

865.670.8555CARL COWAN

PARK

CARL COWAN

PARK

I40I40

4.1

6.3

0.6

1.

4.1

6.3

0.6

1.

W E

ST

LAND

B

LU

E

GRASS

RD.

D R

W E

ST

LAND

B

LU

E

GRASS

RD.

D R

N O

R F O

LK

N O

R F O

LK

LOUDOUN

N

Fork

Turkey

Cr.

Cr.

Tu rke y

Turkey

Cr.

N

Fork

Turkey

Cr.

Cr.

Tu rke y

Turkey

Cr.

H O

LD

E R

B R

LIT

TLE

TU

RKE

Y

CR.

SIN

KIN

G

CR.

H O

LD

E R

B R

LIT

TLE

TU

RKE

Y

CR.

SIN

KIN

G

CR.

FARRAGUT

FARRAGUT

POP. 16,654 (EST.)

Concord

Lovell

FARRAGUT

POP. 16,654 (EST.)

Concord

Lovell

(FORT L

OUDOUN

(FORT L

OUDOUN

WDR

BJH

00394-0026.000

DATED, IT MAY NOT BE USED FOR CONSTRUCTION.

IF THIS DOCUMENT IS NOT SIGNED, SEALED, AND

I S

S U

E D

E S

C R I P

T I O

N D

A T

E

N O

DRAWN BY:

CCI PROJ. NO.

DATE:

PM/PC:

CLIENT:

P R

O J E

C T

Z D r a w in g s T r a n s p o r t a t io n s h t

A

M

04/09/2025

865-966-7057

FARRAGUT, TENNESSEE 37934

239 JAMESTOWN BLVD, SUITE 201

TOWN OF FARRAGUT

T R

A F F

IC

S

IG

N A

L D

E S

IG

N

C O

N C

O R

D R

O A

D A

T L

O O

P R

O A

D

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

N o

B R

I

AN J.

H A

A S

AGRICULTURE

ANALYSIS VALUE.

EITHER EXCESSIVE OR BELOW THE REASONABLE COST

CONTAINED THEREIN ARE OBVIOUSLY UNBALANCED,

PROPOSALS MAY BE REJECTED IF ANY OF THE UNIT PRICES

Call before you dig

Know what's below

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 OPERATIONAL DRAWINGS

NO.

DRAWING

DATE

REV.

CURRENT

DESCRIPTION

INDEX OF SHEETS

SHEET NAME SHEET NO.

N

1" = 0.5 MILE

TITLE SHEET

AT LOOP ROAD

CONCORD ROAD

TRAFFIC SIGNAL DESIGN

CONCORD ROAD AT LOOP ROAD

FARRAGUT, TN 37934

239 JAMESTOWNE BLVD, SUITE 201

ENGINEERING DEPARTMENT

TOWN OF FARRAGUT

RON WILLIAMS, MAYOR

UTILITY NOTES AND UTILITY CONTACTS

NOTES

ESTIMATED QUANTITIES

MISCELLANEOUS DETAILS

SIGNAL OPERATIONAL SETTINGS

PROPOSED SIGNAL LAYOUT

PROPOSED LAYOUT

TITLE SHEET

T-SG-12

T-SG-10

T-SG-9A

T-SG-9

T-SG-7H

T-SG-7C

T-SG-7A

T-SG-7

T-SG-6

T-SG-5

T-SG-3A

T-SG-2

T-FO-4

T-FO-2

T-S-19

T-S-17

T-S-16A

T-S-10

EC-STR-39A

EC-STR-37

T-WZ-FAB1

T-WZ-55

T-WZ-51

T-WZ-41

T-WZ-40

T-M-4

T-M-3

MM-CR-7

MM-CR-6

MM-CR-3

MM-CR-1

RP-VC -11

RP-VC-10

RD-L-4

RD-L-3

RD-A-2

RD-A-1

12-20-19

09-12-23

07-12-17

07-15-24

10-21-19

10-21-19

10-21-19

06-27-16

06-27-16

06-27-16

06-12-20

07-11-17

07-02-15

04-04-12

08-01-12

06-10-14

10-29-21

04-02-12

03-05-17

03-05-17

01-24-25

01-24-25

06-28-19

03-04-21

03-04-21

10-01-24

03-01-23

02-20-20

TYPICAL WIRING FOR SIGNAL HEADS AND DETECTION LOOPS

MAST ARM POLE AND STRAIN POLES FOUNDATION DETAILS

MISCELLANEOUS SIGNAL DETAILS

DETAILS OF CANTILEVER SIGNAL SUPPORT

FOUR-LANE APPROACHES

TYPICAL SIGNAL HEAD PLACEMENT THREE-LANE AND

APPROACHES

TYPICAL SIGNAL HEAD PLACEMENT ONE-LANE AND TWO-LANE

NO THROUGH MOVEMENTS

TYPICAL SIGNAL HEAD PLACEMENT FOR APPROACHES WITH

SIGNAL HEAD ASSEMBLIES

PEDESTRIAN SIGNAL DETAILS

CONTROLLER CABINET DETAILS

ALTERNATE DETECTION DETAILS

LOOP LEAD-INS, CONDUIT AND PULL BOXES

FIBER OPTIC PULL BOX, CABINET & POLE DETAILS

FIBER OPTIC UNDERGROUND ENTRANCE DETAILS

STANDARD STEEL SIGN SUPPORTS

KNOCKOUT SQUARE TUBE

STANDARD GROUND MOUNTED SIGN USING PERFORATED/

GROUND MOUNTED ROADSIDE SIGN PLACEMENT DETAILS

ALUMINUM-STEEL DESIGN

STANDARD MOUNTING DETAILS FLAT SHEET SIGNS

CURB INLET PROTECTION TYPE 3 & 4

SEDIMENT TUBE

FLASHING YELLOW ARROW BOARD

SIDEWALK TRAFFIC CONTROL

4 OR 5 LANE MAJOR ROUTES

TRAFFIC CONTROL FOR SIGNALS ONLY PROJECTS ON

LEFT LANE CLOSURES AT NEAR SIDE OF INTERSECTIONS

RIGHT LANE CLOSURES AT NEAR SIDE OF INTERSECTIONS

STANDARD INTERSECTION PAVEMENT MARKINGS

AND MEDIANS FOR CONVENTIONAL ROADS

MARKING STANDARDS FOR TRAFFIC ISLANDS, PAVED SHOULDERS

CURVE RAMPS IN BI-DIRECTIONAL DUAL CROSSING

DUAL CROSSING CURB RAMP PLACED OUTSIDE CURVE

PARALLEL CURB RAMP

DETECTABLE WARNING SURFACE PLACEMENT ON CRUB RAMPS

(FOR 6" AND 7" GUTTER DEPTH)

VERTICAL CONCRETE CURB AND GUTTER

(FOR 8" TO 12" GUTTER DEPTH)

VERTICAL CONCRETE CURBS AND CURB AND GUTTER

STANDARD LEGEND FOR SIGNALIZATION AND LIGHTING

STANDARD LEGEND FOR SIGNALIZATION AND LIGHTING

STANDARD ABBREVIATIONS M THROUGH Z

STANDARD ABBREVIATIONS A THROUGH L

A MAST ARM POLE 566099.50 2517415.67

B PEDESTRIAN PEDESTAL POLE 566087.83 2517415.38

C PEDESTRIAN PEDESTAL POLE 566021.10 2517425.63

D MAST ARM POLE 565993.84 2517332.93

E PEDESTRIAN PEDESTAL POLE 566002.80 2517340.45

F MAST ARM POLE 566067.71 2517319.40

G PEDESTRIAN PEDESTAL POLE 566076.16 2517326.97

PRIOR TO ORDERING POLES.

PROPOSED POLE LOCATIONS

POLE ID POLE TYPE NORTHING EASTING

*COORDINATES FOR PROPOSED POLE LOCATIONS SHOULD BE FIELD

VERIFIED WITH PROPOSED POLE LOCATIONS SHOWN ON THIS SHEET.

*CONTRACTOR TO VERIFY POLE HEIGHTS AND VERTICAL CLEARANCES

ASPHA

LT

LOO

P R

OAD

ASPHALT

CONCORD ROAD

SIDEWALK

SIDEWALK

SIDEWALK

UTILITY AND DRAINAGE EASEMENT

www.cci-corp.com

10025 Investment Drive, Suite 120

Knoxville, TN 37932

865.670.8555

N

PROPOSED SIGNAL LAYOUT

SHALL BE ACCESSIBLE

PEDESTRIAN SIGNALS/PUSHBUTTONS

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

P2 P8

PROPOSED PEDESTRIAN SIGNAL DETAILS

P2 P8 P2 P8

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

PROPOSED SIGNAL HEADS

PEDESTRIAN PUSHBUTTON AND SIGN LOCATIONS

POLE G

POLE C

P B

P B

POLE B

P8

PB

P8

P2 P2

PB

SIGNAL SUPPORT

PROPOSED CANTILEVER

POLE F

SIGNAL SUPPORT

PROPOSED CANTILEVER

POLE D

PEDESTAL POLE

PROPOSED PEDESTRIAN

POLE G

PEDESTAL POLE

PROPOSED PEDESTRIAN

POLE CPEDESTAL POLE

PROPOSED PEDESTRIAN

POLE B

SIGNAL SUPPORT

PROPOSED CANTILEVER

POLE A

0 20 40 60

SCALE: 1" = 20'

PROPOSED SIGNS

B

LEFT TURN

YIELD

ON FLASHING 30" x 36"

TN-69a

ARM F1

ARM D1

1'-6" TYP.

VARIABLE

1'-6" TYP.

VARIABLE

GUIDANCE.

SPECIAL PROVISIONS FOR ADDITIONAL

PLACEMENT OF RSU. SEE TECHNICAL

SHALL DETERMINE OPTIMUMCONTRACTOR

BE INSTALLED AT THIS INTERSECTION.

CONNECTED VEHICLE EQUIPMENT SHALL

CONNECTED VEHICLE EQUIPMENT

ARM A1

C

D

EXISTING SPLICE ENCLOSURE

TYPE B FIBER OPTIC PULL BOX AND

SPLICE 12 SMFO DROP CABLE IN EXISTING

PEDESTAL POLE

PROPOSED PEDESTRIAN

POLE E

P8

POLE E

PB

PB

P8

R

Y

G

1F2 6

R

FY

G

– SIGN "D" SHALL BE BLUE

– SIGN "C" SHALL BE GREEN

– REFLECTIVE WHITE COPY

– HIGH INTENSITY REFLECTIVE SHEETING

– 8" L.C. LETTERS (MINIMUM)

– 10" U.C. LETTERS (MINIMUM)

NOTE:

FABRICATIONS, AND INSTALLATIONS OF SNS'S.

COORDINATION WITH THE TOWN AND THE COUNTY,

AND INSTALLATION. THE CONTRACTOR IS RESPONSIBLE FOR

TOWN OF FARRAGUT AND KNOX COUNTY PRIOR TO FABRICATION

LETTERING TO BE COORDINATED AND DETERMINED BY THE

SNS LETTERING SHOWN FOR REFERENCE ONLY. SNS SIZE AND

PRESENT R.O.W.

PRESENT R.O.W.

PRESENT R.O.W.

TOWN OF FARRAGUT

PROPERTY OWNED BY THE

CONCORD ROAD

CONCORD ROAD

L O

O P R

O A

D

WDR

BJH

00394-0026.000

DATED, IT MAY NOT BE USED FOR CONSTRUCTION.

IF THIS DOCUMENT IS NOT SIGNED, SEALED, AND

I S

S U

E D

E S

C R I P

T I O

N D

A T

E

N O

DRAWN BY:

CCI PROJ. NO.

DATE:

PM/PC:

CLIENT:

P R

O J E

C T

Z D r a w in g s T r a n s p o r t a t io n s h t

A

M

EXISTING LEGEND

PROPOSED LEGEND

P2

P2PB

PEDESTRIAN PEDESTAL POLE/POST

W/ ASSOCIATED PHASE

PEDESTRIAN SIGNAL HEAD

SIGN W/ ASSOCIATED PHASE

PEDESTRIAN PUSHBUTTON AND

SIGNAL STRAIN POLE

SIGNAL CONDUIT (PVC)

SIGNAL PULL BOX (TYPE B)

W/ ASSOCIATED PHASE

RADAR DETECTION ZONE

Z2-1

W/ ASSOCIATED PHASE

VEHICLE SIGNAL HEAD

CONTROLLER CABINET

PAD MOUNTED

UTILITY POLE

04/09/2025

865-966-7057

FARRAGUT, TENNESSEE 37934

239 JAMESTOWN BLVD, SUITE 201

TOWN OF FARRAGUT

T R

A F F

IC

S

IG

N A

L D

E S

IG

N

C O

N C

O R

D R

O A

D A

T L

O O

P R

O A

D

FIBER OPTIC PULL BOX (TYPE A)

FIBER OPTIC PULL BOX (TYPE B)

FIBER OPTIC CABLE

RADAR DETECTOR

MAST ARM

RIGHT-OF-WAY

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

N o

B R

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AN J.

H A

A S

AGRICULTURE

P8

1F

8 8

P8

P2 P2

Z1-1

Z6-1

Z2-1

Z8-1

R6

R2

R8

B

C

C

D

P8

P8

Knoxville, TN 37932

865.670.8555

OPERATIONAL SETTINGS

SIGNAL

B A

R R I E

R

1 2 3

65 7

NOTES:

VEHICULAR MOVEMENT.

PERMITTED, BUT NOT PROTECTED1.

2.

PROPOSED PHASING DIAGRAM

PROPOSED CONTROLLER RING DIAGRAM

NOT USED

WIRING AND CONDUIT DIAGRAM (N.T.S)

N

NOT USED NOT USED

NOT USED

1+6

N

8+P8

2+P2+6

PEDESTRIAN MOVEMENT.

3.

1-7C

1-7C

1-RAD

1-7C

1-RAD

2-7C

1-7C

2-5C

1-2"C

1-9C

1-7C

1-2"C

1-RAD

1-7C

2-2" C

1-RAD

2-7C

2-2"C1-RAD

1-7C

2-2"C

3-RAD

2-9C

6-7C

4-5C

5-2"C

POLE A

POLE B

POLE C

POLE D

POLE E

POLE F

DROP CABLE

12 STRAND SMFO

1-2" C

DROP CABLE

12 STRAND SMFO

1-2" C

4) RSU AND ASSOCIATED CABLE NOT SHOWN.

3) ALL CABLE RUNS SHALL BE CONTINUOUS; NO SPLICES ALLOWED.

CHEDULE 80 PVC OR HDPE.

OR HDPE. PROPOSED DIRECTIONAL BORE CONDUIT SHALL BE EITHER

2) PROPOSED OPEN CUT CONDUIT SHALL BE EITHER SCHEDULE 40 PVC

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

NOTES:

POLE G

2-5C

1-2"C

1-RAD

2-7C

2-5C

2-2"C

RED BALL FOR HEAD 8.

YELLOW ARROW FOR HEAD 1F;

YELLOW BALL FOR HEADS 2 AND 6;

FLASHING OPERATION:

1-9C

1-7C

1-2" C

1-9C

1-7C

1-3"C

1-RAD

2-9C

3-7C

2-3" C

1-RAD

2-9C

3-7C

3-2" C

WDR

BJH

00394-0026.000

DATED, IT MAY NOT BE USED FOR CONSTRUCTION.

IF THIS DOCUMENT IS NOT SIGNED, SEALED, AND

I S

S U

E D

E S

C R I P

T I O

N D

A T

E

N O

DRAWN BY:

CCI PROJ. NO.

DATE:

PM/PC:

CLIENT:

P R

O J E

C T

Z D r a w in g s T r a n s p o r t a t io n s h t

A

M

04/09/2025

865-966-7057

FARRAGUT, TENNESSEE 37934

239 JAMESTOWN BLVD, SUITE 201

TOWN OF FARRAGUT

T R

A F F

IC

S

IG

N A

L D

E S

IG

N

C O

N C

O R

D R

O A

D A

T L

O O

P R

O A

D

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

N o

B R

I

AN J.

H A

A S

AGRICULTURE

Knoxville, TN 37932

865.670.8555

MAST ARM POLE

FOR ADDITIONAL DETAILS)

(SEE TDOT STD. DWG. T-SG-9

17'-6" TYP.

16'-6" MIN.

CLEARANCE

VERTICAL

SH-2

SNS

SH-1

SIGNAL HEAD

STREET NAME SIGN

SIGN

LEGEND

DETECTOR

VEHICLE

RADAR

RADAR VEHICLE DETECTOR

SIGNAL HEAD

STREET NAME SIGN

SIGN

R:

SH-X:

SNS:

S:

SH-3

R-1

S

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

SAWCUT

1'-0" MIN.

GUTTER

CURB &

VARIES

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

VARIES

VIO

LE

T

AQUA

ROSE

WHIT

E

SLATE

YELL

OWBLACK

RED

BROWNGREENORANGE

VIOLET

AQUA

ROSE

WHITE

SLATE

ORANGEGREENBROWN

RED

BLACKYELLOW

BLUE BLUE

CAP & SEAL

YE

BK

RD

AQ

RO

VI

GR

OR

BL

WH

SL

BR

YE

BK

RD

AQ

RO

VI

GR

OR

BL

WH

SL

BR

Y E

B K

R D

A Q

R O

V I

G R

O R

B L

W H

S L

B R

TO SIGNAL CABINET

D R

O P C

A B

L E

S

T R

A N

D S

M F

O

P R

O P

O S

E D

FROM SOUTH

144 STRAND SMFO

FROM NORTH

144 STRAND SMFO

FIBER SPLICE DIAGRAM

SIGNAL POLE DATA

DETAILS

MISCELLANEOUS

FIBER

FARRAGUT

TOWN OF

EXISTING

FIBER

FARRAGUT

TOWN OF

EXISTING

R2T1 R1T2

D R

O P C

A B

L E

S

T R

A N

D S

M F

O

IN SIGNAL CABINET

(LAYER 2)

ETHERNET SWITCH

(12 F)

F.O. DROP PANEL

(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

FUSION SPLICE INDIVIDUAL FIBER

(7) RED(1) BLUE

TIA/EIA 598-A

COLOR CODE

(8) BLACK

Y E

B K

R D

A Q

R O

V I

G R

O R

B L

W H

S L

B R

NEED FIBER SLACK DETAIL

WDR

BJH

00394-0026.000

DATED, IT MAY NOT BE USED FOR CONSTRUCTION.

IF THIS DOCUMENT IS NOT SIGNED, SEALED, AND

I S

S U

E D

E S

C R I P

T I O

N D

A T

E

N O

DRAWN BY:

CCI PROJ. NO.

DATE:

PM/PC:

CLIENT:

P R

O J E

C T

Z D r a w in g s T r a n s p o r t a t io n s h t

A

M

04/09/2025

865-966-7057

FARRAGUT, TENNESSEE 37934

239 JAMESTOWN BLVD, SUITE 201

TOWN OF FARRAGUT

T R

A F F

IC

S

IG

N A

L D

E S

IG

N

C O

N C

O R

D R

O A

D A

T L

O O

P R

O A

D

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

N o

B R

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AN J.

H A

A

105-01 CONSTRUCTION STAKES, LINES AND GRADES LS 1

1 202-03.01 REMOVAL OF ASPHALT PAVEMENT SY 13

202-08.15 REMOVAL OF CURB AND GUTTER (AREA NEAR CURB RAMPS) LF 105

2 209-05 SEDIMENT REMOVAL CY 2

2 209-09.43 CURB INLET PROTECTION (TYPE 4) EACH 2

3 407-02.14 ASPHALT PAVEMENT REPAIR SY 13

407-20.05 SAW CUTTING ASPHALT PAVEMENT LF 110

701-02.01 CONCRETE CURB RAMP (RETROFIT) SF 675

702-03 CONCRETE COMBINED CURB & GUTTER CY 6

4 712-01 TRAFFIC CONTROL LS 1

713-14.21 STREET NAME SIGN (RIGID 0.100IN THICK) SF 36

713-15.36 REMOVE SIGN, SUPPORT & FOOTING EACH 2

713-16.20 SIGNS (W3-3 W/ W16-15P) EACH 3

713-16.21 SIGNS (TN-69A) EACH 1

5 716-02.03 PLASTIC PAVEMENT MARKING (CROSS-WALK) LF 215

5 716-02.04 PLASTIC PAVEMENT MARKING (CHANNELIZATION STRIPING) SY 15

5 716-02.05 PLASTIC PAVEMENT MARKING (STOP LINE) LF 85

6 716-08.01 REMOVAL OF PAVEMENT MARKING (LINE) LF 400

6 716-08.03 REMOVAL OF PAVEMENT MARKING (CROSS-WALK) LF 70

716-12.02 ENHANCED FLATLINE THERMO PVMT MRKNG (6IN LINE) LM 0.1

717-01 MOBILIZATION LS 1

7 725-28.20 SYSTEM INTEGRATION LS 1

730-02.09 SIGNAL HEAD ASSEMBLY (130 WITH BACKPLATE) EACH 6

730-02.55 SIGNAL HEAD ASSEMBLY (130 A3FY WITH BACKPLATE) EACH 1

730-03.21 INSTALL PULL BOX (TYPE B) EACH 5

7 730-03.33 FIBER OPTIC SPLICE FUSION EACH 4

7 730-03.41 ETHERNET SWITCH (FIELD LAYER 2) EACH 1

7 730-03.56 FIBER OPTIC DROP CABLE (12F) LF 200

7 730-03.57 FIBER OPTIC DROP PANEL (12F) EACH 1

8 730-05.01 ELECTRICAL SERVICE CONNECTION EACH 1

730-08.02 SIGNAL CABLE - 5 CONDUCTOR LF 280

730-08.03 SIGNAL CABLE - 7 CONDUCTOR LF 1000

730-08.04 SIGNAL CABLE - 9 CONDUCTOR LF 360

9 730-12.02 CONDUIT 2" DIAMETER (PVC SCHEDULE 40) LF 625

10 730-12.24 CONDUIT 3" DIAMETER (DIRECTIONAL BORE) LF 295

7, 11 730-13.12 VEHICLE DETECTOR (RADAR - STOP LINE) EACH 1

7, 12, 15 730-15.07 CABINET (TS2 TYPE 2, BASE MOUNTED) EACH 1

7, 13 730-16.04 CONTROLLER (ATC) EACH 1

14, 15 730-23.28 PEDESTAL POLE (TYPE A) EACH 4

14, 15 730-23.72 CANTILEVER SIGNAL SUPPORT (1 ARM @ 35') EACH 1

14, 15 730-23.88 CANTILEVER SIGNAL SUPPORT (1 ARM @ 45') EACH 1

14, 15 730-25.11 CANTILEVER SIGNAL SUPPORT (1 ARM @ 60') EACH 1

7 730-26.11 COUNTDOWN PED SGNL HEAD W/AUDIBLE PUSHBUTTON & 15IN SIGN EACH 6

7 730-35.50 ROAD SIDE UNIT (RSU) EACH 1

2 740-11.01 TEMPORARY SEDIMENT TUBE 8IN LF 300

2 801-03 WATER (SEEDING AND SODDING) MG 0.4

2 803-01 SODDING (NEW SOD) SY 450

FOOTNOTES:

(1) DEPENDENT UPON THE DEPTH OF REMOVAL NEEDED, THIS PAY ITEM MAY SOMETIMES INCLUDE REMOVAL

OF BASE MATERIAL THAT IS BELOW THE PAVEMENT SECTION.

(2) PAY ITEM SHALL ONLY BE USED WHERE INDICATED BY THE ENGINEER OR INSPECTOR. SEE SUBSECTION 209.07 OF THE

STANDARD SPECIFICATIONS FOR MAINTENANCE REPLACEMENT.

(3) INCLUDES ALL NECESSARY BASE MATERIAL AND SITE PREPARATION FOR THE AREA OF REPAIR.

(4) PAY ITEM IS INCLUSIVE OF ALL TEMPORARY TRAFFIC CONTROL ACTIVITIES AND DEVICES, INCLUDING BUT NOT LIMITED

TO CONSTRUCTION SIGNS, CHANNELIZING DEVICES, BARRICADES, WARNING LIGHTS, ARROW BOARDS, AND

MESSAGE SIGNS.

(5) THE CONTRACTOR MAY ELECT TO SUBSTITUTE PREFORMED PLASTIC FOR THERMOPLASTIC. PREFORMED PLASTIC SHALL

BE PAID FOR AT THE SAME UNIT PRICE AS THERMOPLASTIC.

(6) PAVEMENT MARKING REMOVAL SHALL BE COMPLETED USING WATERBLASTING, HYDROBLASTING, OR GRINDING

TECHNIQUES TO MINIMIZE VISIBILITY OF EXISTING STRIPING.

(7) SEE SPECIAL PROVISION 730F SUPPLEMENTAL (SP 730FS) IN THE PROJECT MANUAL FOR SPECIFICATION OF

THESE ITEMS.

FOOT

NOTES

ITEM NO. QTY.DESCRIPTION UNIT

(8) PAY ITEM INCLUDES CONDUIT, CABLE, AND ALL OTHER ITEMS NECESSARY TO INSTALL ELECTRICAL SERVICE

CONNECTION AT THE INTERSECTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE LOCAL UTILITY TO OBTAIN THE ESTIMATE FOR ANY CHARGES BY THE UTILITY FOR PROVIDING ELECTRICAL SERVICE TO THE SIGNAL CONTROLLER. THESE CHARGES SHALL BE INCLUDED IN THE PRICE BID FOR THIS ITEM.

(9) CONDUIT SHALL BE SCHEDULE 40 PVC OR HDPE. CONDUIT SHALL INCLUDE TRACER WIRE.

(10) CONDUIT SHALL BE SCHEDULE 80 PVC OR HDPE. CONDUIT SHALL INCLUDE TRACER WIRE.

(11) STOP LINE RADAR DETECTION SHALL BE WAVETRONIX SMARTSENSOR MATRIX. ITEM INCLUDES 3 SENSOR UNITS, HARDWARE, SOFTWARE, PROCESSOR, MOUNTING ASSEMBLIES, POWER CABLE, AND RELATED EQUIPMENT TO

PROVIDE FOR ALL STOP BAR DETECTION ZONES AS SHOWN ON THE PLANS.

(12) ITEM INCLUDES FOUNDATION.

(13) CONTROLLER SHALL BE MCCAIN ATC EX2 NEMA.

(14) PAY ITEM INCLUDES THE COST OF THE FOUNDATION DESIGN AND, IF NECESSARY, THE SOIL EXPLORATION

REQUIRED FOR THE DESIGN OF THE SIGNAL POLE FOUNDATION.

(15) ITEM SHALL BE BLACK POWDER COATED.

Knoxville, TN 37932

865.670.8555

NOTES

WDR

BJH

00394-0026.000

DATED, IT MAY NOT BE USED FOR CONSTRUCTION.

IF THIS DOCUMENT IS NOT SIGNED, SEALED, AND

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04/09/2025

865-966-7057

FARRAGUT, TENNESSEE 37934

239 JAMESTOWN BLVD, SUITE 201

TOWN OF FARRAGUT

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Knoxville, TN 37932

865.670.8555

UTILITY CONTACTS

UTILITY NOTES AND

WDR

BJH

00394-0026.000

DATED, IT MAY NOT BE USED FOR CONSTRUCTION.

IF THIS DOCUMENT IS NOT SIGNED, SEALED, AND

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DRAWN BY:

CCI PROJ. NO.

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CLIENT:

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Z D r a w in g s T r a n s p o r t a t io n s h t

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04/09/2025

865-966-7057

FARRAGUT, TENNESSEE 37934

239 JAMESTOWN BLVD, SUITE 201

TOWN OF FARRAGUT

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